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RF-10-69 S . . 1. 'S�} s• ' s Zan e s e Miami Shores Village 10050 I LE. 2nd Avenue, �r 3 Miami Shores, FL 33138-0000 Phone: (305)795 -2204 W Ex (ration: 07/241201 Project Address Parcel Number Applicant 1183 99 Street 1132050180090 Miami Shores, FL 33138 Block: Lot: WILLIAM TENNEY Owner Information Address Phone Cell WILLIAM TENNEY 1183 99 Street MIAMI SHORES FL 33138 -2640 Contractor(s) Phone Cell Phone Valuation: $ 1, SW RO OFING CONTRACTORS INC 305 -88 -7779 _ . -_ Total Sq Feet: 100 Type of Work: Repair For Inspections please call: Additional Info: TILE ROOF (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Roof Repair Final Roof Roof Review Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $1.20 RF -1 -10 -36830 $ 109.20 $ 59.20 Education Surcharge $0.40 Permit Fee - Repairs $100.00 RF -1 -10 -36830 $109.20 $109.20 $ 0.00 Scanning Fee $6.00 Check #: 2000183 Technology Fee $1.60 Total: $109.20 In consideration of the issuance to me of thin permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 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. February 03, 2010 Authorized Signature: Owner / Applicant t Contractor / Agent Date Building Department Copy February 03, 2010 1 Miami Shores Village R L AN Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. 0 ' (09 PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building }} Electrical Plumbing Mechanical Roof Owner's Name (Fee Simple Titleholder) Owner's Address Cit} / C.�'�Y��y� State -_= Zip J Tenant/Lessee Name Phone # Job Address (where the work is being done) / r GI? City Miami Shores Villa ¢e County Miami -Dade Zip __?,:�3 / 3e? FOLIO / PARCEL # 1 l -,- _ 5 - C 1� - CC -q C Is Building Historically Designated YES NO Contractor's Company Name -� ._� ��rll_ Phone # 7 f � Contractor's Address '7 ED �S City State Zip 3 : �3 0 / C Qualifier Name L �C Phone # 7— 7 7 I State Certificate or Registration No. � �L. C Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ i Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration E]New Repair/Re lace ❑ Demolition Describe Work:, L /���-�✓� r-�,� d Submittal Fee $ • W Permit Fee $ ���D CCF $ C ^ CDX-C Notary $ Training/Education Fee $ { , Technology Fee $ r Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ ^ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) r000� Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a cert copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature _ / ,r, �. S afore r Agent r - C ontractor The fore g instrument was acknowledged before this �� The fore oing instrument was acknowl ed before this � 3 day 2 0 �, by 1 / &A/V �4�1 day o DR who is na ly known t e or who has goduc�e�t who is e onally known ® p y ed ■........ w..a ..................... ....... . •• °•••• + ANA T f0ODR10i�.1r: � ft -T. RQ95R1 4E A idex�nt iot cam an oath. as ideriifi d ©san NOTARY PUBLIC: xpire s - 2 NOTARY PUBLI Expires Zi` (, �. s Florida Notary Assn., Inc �t Florida Notary Assn., Inca FfU ...m.■ ■ n■e ■.p ................ 0....... .• ee. . .... ...... ■n... ■........... Sign: Sign: Print: Print: _ ,7 14- 7 My Commission Expires: �'�hd / My Commission Expires: w�y APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) 2 m ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1112 �� m 99 `57/-1' SECTION 1525 HIGH- VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2W4 Hlgh-Yelocity Hurricane Zone UnBorm Permit Application Fonn. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required Permit Application Form See List Below Lowy Slope Application A,B,C 1,2,3,8,5,6,7 Prescriptive OUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 A,B,D,E 1,2.3,4 ,5:6,7 Metal Roots A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1 : 2 ; 4,5,6,7 L' R M As Applicable 1 ,2A4,5 :6,7 Miami Shores Village APPROVED BY DAT ZONING DEPT ATTA kCHMENTS REQUIR . Li. rec ry L ng Page BLDG DEPT 2 SUBJECT TO COMPLI NCE WITH A From Product A proval: 5hd6$�' ge ST, - ^ -TE AND COUNTY ULES AND P -C Description I __ _ . a Limitations G General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 4. Other Component of Product Approval • •: 9. r&rh ihi Permit Application • • • • • • • 6! 06 116111l4otitication for Roofing Considerations (Reroofing Only) 7., Any Required Roof Testing{Calculation Documentation • or • • •• • •• •• • • FLORIDA BUILDING CODE — BUILDING t) • • • • • • • • • • F 16.31 • •• •• • • • •• •• L N �1 �e 11, ' t ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florlda Building Code Edition 2004 High - velocity Hurricane Zone Uniform Permit Application Form. Section A (general Information) Master Permit No. Process No. Contractor's Name p f Job Address ,� /D ✓� _� ROOF CATEGORY / 13 Low Slope 13 Mechanically Fastened Tile 8 NlortarlAdhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood ShingleafShakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ❑ Reroofing ❑ Recovering "pair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) / Total (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, dearly identify dimensions of elevated pressure zones and location of parapets. 0 • Poo • • • • ••• • ••• ••• • • • • ••• • • • • • • • • • • • • • • • • • •• • •• •• • • 15.32 FLORIDA BUILDING CODE — BUILDING ••• • • • • ••• • • • • • • • • • • • • • •• •• • • ••• • •• •• ••• • • • • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C Low slope Appummon) Surfacing: Fill in specific roof assembly components and Identify manufacturer Fastener Spacing for Anchor /Base Shoot Attachment: (if a component Is not used, Identify as "NA ") Field: " oe a l ap, # Rows — @ ° oc System Manufacturer: Perimeter: " oc 0 Lap, # Rows _ ® oc Product Approval No.: Corder: " oc a Lap, # Rows " oc Design wind Pressures, From RAS 128 or Calculations: Number of Fasteners Per 1 ation Board: Pmax1 • Pmax2: Pmax3• Field rimeter Corder Max. Design Pressure, from the specific Product Approval system: Illustrate mponents Noted and details as Appld le: Deck: Woo ocking, Gutter, Edge Termination, Stripping, Flashing, Type: 'nuous Cleat, Cant Strip, Base Flashing, Counter - shing, Coping, Etc. Gaugelrhlckness: Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Slope: Type, Fastener Spacing or Submit Anchor/Bass Sheet & No. of Ply(s): AnchorBase Sheet FastenerBonding Mate Insulation Base Layer. Base Insulation Size and Thlckne FT Base Insulation FastenerBo ng Material: Parapet He' ht Top Insulation Layer: Top Insulation Size Thickness: Top Insulation Fa rBonding Material: Mean Roof Base Sl �a & No. of Piy(s): Height Base S Fastener/Bonding Material: Ply S e�t s) & No. of Ply(s): 4 Pl h+F ser tieriBo � •• 1 • • • i• • • • • J1 � I y y •• ••• •• • • • •• Top Ply: Top PIy ftpV p1rBo&AIng% terlaF; •'. • • • ••• • • • • • • •• • •. •• • . FLORIDA BUILDING CODE — BUILDING 18.33 . ..... . ... .... . . .... . 1 t A � ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High -v ImMy Hurrtcane Zone Uniform Parma Application Forrn. Se ction D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number: 09 _ O Wc2,=q, / 9 lnimum Design Wind Pressures, if Applicable (From RAS 127 or culations�1: P2• _ / �° P3: Maximum Design Pressure d (From the Product Approval Specific System): Sip Sloped aloof System Description �- �edc Type: Type Underiayment Fe2�5r//v o Row Slope: 12 Insulation: Fire Barrier: f� Ridge Ventilati Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Mean Roof Height: Roof Covering: Type & Size Drip �X a10 Edge: • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• • • • • ••• • • • • • • • • • • • • • •• • • •• • • 15.34 FLORIDA BUILDING CODE — BUILDING ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • } t ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (]lie Calculations) ForMoment based file systems, choose eitherMethW I or 2. Compare the values forK withthe values from Mp If the Mfvalues are gcoaterthan or equal to the M values, for each area of the roof, then the tile attachment method is acceptable. Method l Moment Based The Calculations Per RAS 12T' �j ,/ � ✓/ / a rGN� 9 i i� Mg �. /� = . a � � Product Apdnoval Mf " � ' ./ r , 9 (p2, s / ty f�x 2 ) Mir _ Ma 1 0 . �gr Product Approval Mf,[ • ( Pr duct Approval a4 ci • i Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf M required Moment Resist~ Mean Root Heigh Roo! Slope 4 15' 20' 25' 30' 40' 2:12 34.4 38.5 38.2 39.7 42.2 3:12 32.2 34A 38.0 37.4 39.8 4:12 30.4 322 33.8 35.1 37.3 5:12 28.4 30.1 31.8 32.8 34.9 8 t2 M4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a at of moment based file systems endorsed by the Bmward County Board of Rules and Appeals. Fortpplift basedtile systems useMethod 3. Compared the values for Fwiththe values forFr. TftheF values are grealorthan or equal to the Frvalues, for each area of the roof, then the file attachment method is acceptable. Method 3 Moment Based no Calculations Per RAS 127" (P x L X w: = } _ W. x cos $ = F Product Approval V (P2 x L = x w: = - W: x cos 8 = Fr2 Product Approval V (P3: x L = x w: = _) - W: x cos B = F Product Approval V Where to Obtain Information Description Sy1n1301 Where to find Design Pressure PI or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Main Roof Halght H JobSite Roof Slope B Job Site Aerodynamic Multiplier .Z P roduct Approval Restoring Moment due to Gravity Mg Approval Attachment Resistance Mf PmductApproval Required Moment Resistance M Calculated Minimum Attachment P Product Approval Resistance •• ••• • • Pequ!Lbd 119111 P4i4 Fr Calculated • •• • • • •• • • Y+vata • 9 81gir • Product Approval Tile Dimanaiona L length Produ Approval W = width • illationZwt be;bmitted toihe building official at the time of permit application. • • •• • •• •• • • FLORIDA BUILDING CODE — BUILDING 1645 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATIONS FOR ROOFING CONSIDERATIONS 1524A Scope. 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 designated space indicates that the item has been explained. A/Y. 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) 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. 2e2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (high- Velocity Hurricane Zones) of the. (The roof deck is usually concealed prior to removing the existing roof system.) Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) in buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4 Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. �. Ponding water: Jbe 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 1.'-7-6. removed. Ponding conditions should be corrected. % Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup 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 requirements of Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7 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 reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof • • • • • • • Q1vner'i(Agqqt;s Si=ture r' .. .. .. . ... . . . . • • • » . . . • .. .. . .. ... . • • • . . » . »•• • . •• •» . . . »• .. .... . . .... . ML4MI -DADS COUNTY, FLORIDA MIA M ME1R"ADE FLAOZ ER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 Bt=ING CODE COMPLIANCE OFFICE (BCCO) MIpML FLORIDA 33130 -1563 PRODUCT CONTROL DMSION (305) 375 -2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE OA Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been be u Contro Division and accepted by the Board of Rules and Appeal used in Miami Dade County and other arm where allowed by s (B ) the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade, County mserve the ri t to Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) gh have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTIO ' , � L ABELING: Each unit shall bear a permanent lab 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. TERmI NATION 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 an d shall be available for inspection at the job site at the request of the Building Official. This revises NOA #07- 1023.12 and consists of pages 1 through 7. The submkwdocumantWon was revWwed by Alex Tigera.. • . • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • Expiration Date - IV16/12 • • • • • • • • • • • • • • Approval late: 05/27109 • ;' ' •' page I of 7 • • • • • • • • • • ••• • • • ••• • • 1 1 y t ROOFING ASSEMBLY APPROVAL Category: Roofing. Sub- Caterm Flat Profile Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained 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. 2. PRODUCT DESCRIPTION Manufactured by Test Product AnnLtcant Dimensions Soeeificatiions DescADtion Monier Lifetile 1 =16" TAS 112 Flat, interlocking, high pressure extruded Atlantis Shake and W= 10" concrete shake and slate roof tile equipped Slate Tile 1 W thick with two nail holes. For direct deck, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley terminations. varying thickness Manufactured for each file profile. 2.1 SUBMITTED EVIDENCE: Test Aaeney Test Identifier Test Name/Rego rt Date Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) The Center for Applied 94 -060A Static Uplift Testing March, 1994 Engineering, Inc. 94084 PA 101 (Mortar Set) May 1994 (Adhesive Set) The Center for Applied 25- 7094 -2 Static Uplift Testing Oct 1994 Engineering, Inc. PA 102 (4" Headlap, Nails, Direct Deck, New Construction) The Center for Applied 25- 7094 -8 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap, Nails, Battens) The Center for Applied 25 -70945 Static Uplift Testing Oct 1.994 Enginneelf, McC ::.'. :." PA 102 " ' ' ' • (4" Headlap, Nails, Direct Deck, • • • • • • • • • • Recover/Reroof) NOA No.: 09- 0422.11 • • • Expiration Date: 12116/12 M c • • • • • • Approval Date: 05/27/09 • • s • Page 2 of 7 • •• •• • • • •• •• ••• • • • ••• • • Vie. ncY Test Test Name/Renort Date The Center for Applied 25- 7183 -6 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik Drive Screws, Direct Applied Deck) The Center for A PP 25- 7183 -5 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 Applied ( -Drive Screws, Battens) The Center for A PP 25- 7214 -1 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik -Drive Screw, Direct The Center for Applied 25- 7214 -5 Deck) Static Uplift Testing March, 1995 Engineering, Inc. PA 102 Redland Technologies 7161 -03 (1 Q'�" Drive Screw, Battens) Wind Tunnel Testing Dec. 1991 Redland Technolo 'es Appendix 11 PA 108 (Nail -On) Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 'es PA 108 (Nail -On) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 Redland Technologies PA 108 (Mortar Set) 1p PO402 Withdrawal Resistance Testing Sept. 1993 of screw vs. smooth shank nails The Center for Applied. Project No. 307025 Wind Driven Rain Oct, 1994 Engineering, Inc. Test #N= -77 PA 100 Professional Service 224 -47099 Physical Properties Sept. 1994 Industries, Inc. PA 112 Celotex Corporation Testing 520109 -1 Static Uplift Testing Dec, 1998 Service 520111 -4 PA 101 March 1999 520191 -1 Walker Engineering, Inc. Calculations Aerodynamic Multiplier October 2007 Walker Engineering, Inc. Calculations Moment of Gravity August 2007 Walker Engineering, Inc. Calculations 25 -7094 February 1996 Walker Engineering, Inc. Calculations 25 -7496 April 1996 Walker Engineering, Inc. Calculations 25 -7584 December 25- 7804b -8 1996 25- 7804 -4 & 5 Walker Engineering, ' Inc. 25- 7848 -6 Calculations 25 -7183 March 1995 Walker Engineering, Inc. Calculations Aerodynamic Multipliers April 1999 Walker Engineering, Inc. • • •• Calculations Two Patty Adhesive Set System April 1999 Nutting Ej� s....... TAS -112 Nutting Efiginee&s. •: : : :.: '. 13343.1 June 2007 . ....... . TAS -112 13343.1 March 2009 • 000 ; • • • • • • • NOA No.: 09- 0422.11 • • • • • • • Expiration Date: 12116/12 • • • . • • • Approval Date: 05/27109 Page 3 of 7 3. LEwTATIONS 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 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 rode. 3.7 May be installed on slopes 7:12 and greeter with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete 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 Table 1: Average Weight (W) and Dimensions (1 x w) Tile Profile Weight -W (tbt) Length -1(ft) Width -w (ft) Monier Lifetile Atlantis Shake & 8.5 1.33 p.333 Slate Tile Table 2: Aerod ynarnkc Multipliers - i Tile L {f1 j ( ) Profile Batten lication Direct Deck Iication LMonler Lifeiile Atlantis Shake &Slate Tile NIA Table 3: Restorin I Moments due to Gravity M ft -Ib Tile 2 ":12" 3 ":12" C12" S ":12" 6":12'° 7 °':12" or Profile Monier Battens Direct Baths Direct Battens Direct Battens Direct Battens Direct ate Lifetile Battens-1 -Direct. • Deck Deck Deck Deck Deck Deck Atlantis N/A 6.17 WA NIA 6.01 NIA 5.88 NIA 5.75 N/A 5.59 Shake & Slate rile . ......... . .. ... .. . .... • ••• • ••• ••• • • • • • NOA No.: 09-0422.11 9 mwofflft :. • :. : : Expiration Date: 12116112 e • • • Approval Date: 0M7109 Page 4 of 7 ... . . . . ... . . . . . . . . . . . . . •• . •• . • • . .. .. ... ... • . Table 4: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Nall -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profits (min 15132" (min. 19132°' plywood) plywood) Monier Lifetlle 2 -10d Ping Shank Nails 30.9 38.1 NIA Atlantis Shake & 1 -10d Smooth or Screw 7.3 9.8 NIA Slate Tile Shank Nall 2 -10d Smooth or Screw 14.0 18.8 NIA Shank Nails 1 #8 Screw 30.8 30.8 NIA 2 #8 Screw 61.7 51.7 NIA 1 -10d Smooth or Screw 24.3 24.3 NIA Shank Nall Field Cli 1 -10d Smooth or Screw 19.0 19.0 NIA Shank Nall Eave Cli 2 -10d Smooth or Screw 35.5 35.5 NIA Shank Naffs Field Cli 2 -10d Smooth or Screw 31.9 31.9 NIA Shank Nails Eave Cli Table 5: Attachment Resistance Expressed as a Moment M (ft4bf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifeflie Atlantis Shake & Slate The Adhesive 31, 1 See manufactures cam nent approval for installation requirements. 2 Flexible Products Company TtleSond Average weight par patty 13.9 grams. PMduct Inc. A v*i ht per patty 8 nme. Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Sin le Palt r Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Monier Life6le Atlantis Shake & Slate Tile POIYP Resistance 118,9 PolypmTm 3 Lar e oa 318COment of 45 grams of Polyp TM 4 Medium Raft Placement of 24 crams of Poi roT". Table 56: Attachment Resistance Expressed as a Moment - %(ft4bf) for Mortar or Adhesive Set Systems • • ..... •T . .. Tile Attachment • • Pr. A lication Resistance MoniB Lif5lrrs5 & to The Mortar Set 39.0 6 S8A s �Iftc m r a Aft Notice of Acceptance 0 0 0 s NOA No.: 09- 0422.11 • :. Expiration Date: 12/16/12 a • Approval Date: 05=09 Page 5 of 7 O V • • • • • • • • • • • •• •• • • • •• •• 5. LABELING 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 ". MONIER LIFETILE LLC, ATLA,NTis SHAKE AND SLATE (POMPANO BEACH, FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this* system. ...... . . .. .. . ......... . .. ... .. . .... . ... . ... ... . • • • • • • • . NOA No.: 09-0422.11 Expiration Date: 12116112 • Approval Date: 05127/09 Pale 6 of 7 .... ....... . . . . . . . . . . . ... . . . ... . . PROFILE D RAWINGS I dr �� MONIER LMETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 89-0422.11 Expiration Date: 12116112 Approval Date: 05/27/09 Page 7 of 7 . ..... .... . .. ... .. . .. .. • .•• • ••• ••. • • • • • • • • • • • • • •• .. . • • • • *: 000 0 . 0 ... • NOA No.: 89-0422.11 Expiration Date: 12116112 Approval Date: 05/27/09 Page 7 of 7 t MIA11sh0 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 148 WEST FLAGLER STREET, SUITE 1683 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Polyfoam .Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 S COPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION N 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 tither 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.01 -0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L. Aceebo_. •• • . ......... . • • • • • 000 NOA N o. O1W� d • • • • • •. • Expiration Date: 05 /10/11 • • : : : Approval .Date: 04/13/06 :• :• : : Page 1of7 ••• • • • • ••• • • • • • • • • • • • • Rt)OFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves P0lypr06 AH160 as manufactured by Polyfoam Products, Inc. as described. in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceW the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Pry Dimensions Test Product DesSdRIion Snecifleadons Polypro@ AH160 N/A TAS 101 Two component polyurethane foam adhesive Foamprot RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 NIA Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH 160 roof the adhesive. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs. /ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft' Moisture Vapor Transmission ASTM E 96 3.1 Penn / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change (tx7�15KF.,100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. . ...... %: . • ....• . .. ... •• • . . .. NOA No.: 06- 0261.02 " • • • • • • • • Expiration Date. 05/10/11 • • : :: Approval Date: 04/13/06 •• s i• • i• i i Page 2 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t ` EVIDENCE SUBMITTED: Test Agency Test Identifier _Teat Name/R Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16196 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438-4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[l] ASTM E-84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14196 Celotex Corp. Testing Services 5284542 -1 TAS 101 10/23/98 5284549 -1 528454 -10 -1 520109 -1 TAS 101 12128/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: L Fire classification is not part of this aeceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polyprog AH160 shall solely be used with flat, low, & high file profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of polypro® AH160 roof the adhesive with their tile assemblies shall test in accordance with TAS 101. S. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof file adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. 1� 'F' •...... ..• W Ods . ....... a NOA No.: 06- 0201.02 • • • • • • • • • Expiration Date: 05/10111 • • • • • Approval Date: 04!13/86 • • • • • • • • Page 3 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION: 1. Polypro@ AID 60 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polyprog AH160 shall be applied in compliance with the Component Application section and the corresponding Placement .Details noted herein. The roof tile assembly's adhesive attachment with the use of Polyproo AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted m the roof tile assembly NOA 3. Poiypro® AH160 roof the adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro40 AH160 Operating Instruction and Maintenance Booklet. 4. installation must be by a Factory Trained'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. S. Calibration of the Foampro@ dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained) between 1.0- 1.15 (A}; 1.0 (B ). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per We as determined at calibration. No other settings shall be approved. 6. Polypro* AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polyprog AH160 shall not be exposed permanently to sunlight. S. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro4D AH160 has been dispensed 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the !Placement Details' herein. Each generic file profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic 'rile Profile Tile Profile Placement Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. ( alms) (grams Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece #1 17 /side on cap and N/A Barrel) 34/ an Flat, Low, Hi Profiles #2 24 N/A Flat, Low, High Profiles #3 g LABELING: All Polypro@ AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the ]Building Official or applicable building code in order to properly evaluate the instal1g4o4 Pf thissystem.• • • • a NOA No.: 06-0201.02 • • • • • • • • Expiration Date: 05/10/11 • •. • • • • • Approval Date: 04 113/06 •• i s� i �•� Page4of7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 a ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 10 a at . �@CORt80 °� e e F F 4ILtlphmwqftbs mapkm ,,...- --' "' 4)Faat►�Itaiaadd•ta17�� U� a aqm bt*m Kt ttOltt1w Pmta "P 0x01 6 �Famc�snen Fi�eatae 1tY 6u T.1 tR.FM•ataideedpoftaw1k T1ro.wmdt otk Unit IkL cou KnpeAWn VOW 10 ht r tmal7aema appraa 4� tgt F of ��/ A9trt�eacoadcoalBatd eta t an EM {amtmrahoam} W 406 Fuch •• ••• •• • • • •• NOA No.: 064201.02 • • • • ... . Expiration Date: 05/10/1 i • • : Approval Date: 84!13/05 • i i• • V i i Page 5 of 7 • • • • • • • • • • • •• •• • • • •• •s t ' ADHESIVE PLACEMENT DETAIL 2 S INGLE PATTY Mad d�rough pla�mt Paddy t'�e1 Wad cent / t � o 7 "'' v L h 7h, 2hL �e�' p a e % we** F EMU= Emcbm Em cbm mipe* Mad through p cement _— p�rtBeae�h 1'� Undar�pnrent if a 0 Emclown FaYe�'DafeB Fascia •• ••• • • • • • •• NOA No.: 06- 0291.02 • ... ... Expiration Date: 05110/11 :.. Approval Date: 04/13/06 : 0 Page 6of7 . . . ... . . . . . . . . . . . ... . . 0 0 0 ... . . 5 ` t .ADHESIVE PLACEMENT DETAIL 3 DOUBLE P AT ry Nd through pbmk Mont Nd through plas* Offad sbvw paddy under We {betx+een tai} UndIrwymm snoe paddy between ale ° {gale} 2hu.x7in.nmt>a►an ° py r 1X in. �in.x3in. 3 41n. 2 hu. singbpe*on 21n. 41n. Sbg� naxtBF ° pddy on iayt ° under- Sob* Fos* iA11I8a an top of On off x psa Emdosune $b aye Up Inn * cause only Nd through ph aac taut alight pehty under Vie 81n9la paft behtneen 1110 ln.x 3 bt. O n t ° 2 n� ° sho Poft Emclumn on top of ale , 2 h x 7 hmedwn r r East Pddy am mm only . • • • •:::. :END OF THIS ACCEPTANCE . ...... %: . .. ... .. . .... p NQA No.: 06- 0201.02 • . ... ... . Expiration Date: 05/10/11 • • • ' ' Approval Date: 04113/06 • • • • • • 0 0 • • page 7 of 7 • ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . MIAM 2 M MIAMI-DADY. COUNTY, FLORIDA 2=1) MMRO-DADE FLAGLER DUR DING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MMA41, MORIDA 33130-1563 (305) 375-2901 FAX. (305) 375-2i16g NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 scom 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 aid 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). his NOA shall not be valid after the expiration date 3tatod 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 tight to have this product or material tested for quality assurance putposcs. If this product or material fails to petibrm in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify. or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRWnom- polystick wsjwxe, TIJ d TU Polyester LABELING: Each unit shall bear a permanent label with the mantWwturer`8 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 aftLer a renewal aWlicatkm has been filed and there has been no change in the applicable building code negatively affecting the performance of Us 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. ADVERTISENWNT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising litcrature. 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 distauto" apdshaD be . av . aa4je tor itjsptmlion at the joh site at the "uest of the Building Official, 1i1140A .r e rspsd1A 1025.1 0 and consists of pages 1 through 6. 11 * , %ubWi!ted"t--uTnctft4ofi iwas reviewed by Jorge L. Acebo. n NOA No.. Imam Expiration Date. 09113/11 Approval Date: 01/08109 Page I of 6 ROOFING ComroNtw A.PPRovAL, Cate orv: Roofing Sib- ''at+ Underlayment Material: SBS , APP Self- Adhering Modified Bitumen ODUCTS DESCRUmom. Test Product Product Di menslktns Sataifica9aom Lion Polystick NITS boll: TAS 103 A homogeneous, rubberized asphalt underlayment 65'11" x 3'VI & I' waterproofing membrane, glass fiber 60 mils thick reinforeed with polyolefmic filet on the upper Manufacturing surface for use as an underlayment for meta Location #2 roofing, roof tile, slate tiles and shingle underlayment. Polystick lR Xe Roll: TAS 103 and A fine granularlsatid top surface self- underlayment 65'8" x 3'3 3 /$" ASTM 131970 adhering, APP polymer modified, fiberglass 80 mils thick reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Manufacturing Designed as an ice & rant shield and as a flat Location 01 & #2 roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, APP underlayment 32'l 0" x 3'V/ ASTM D 1970 polymer modified, fiberglass or polyester 100 mils thick reinforced, bituminous sheet material for use mamOcturing as an underiayment in sloped roof assemblies. Location #d Designed as a a roof the underlayment Polystick TU Plus Roll: TAS 103 and A non- wicking fabric surfaced, self - adhering, underlayment 65'8" x 3'32/ ASTM D 1970 APP polymer modified, fiberglass reinforced. (Facer of Membrane 80 trails thick with a high strength polyester fabric, Labeled in Orange bituminous sheet material for use an an or Black Ink) underlayment in sloped roof assemblies. A aufac4ping Resigned as a metal roofing and roof tile Location f#1 & 42 underlayment. Polystick TU Roll: TAS 103 A rubberized asphalt waterproofing Polyester 32'10" x 31-3/9" membrane, glass - fiber /polyester reWorced, Mitt eturing 130 mils thick with a granular surface designed for use as a Location #3 Bite roof underlayment. AIANUIFACTUMG PLANTS: • • .l ** ; . d . Idgj • Helton, PA • • �... �' Aaival'eAA I'=&, Winker Haven, FL 3. 150 Lyon Drive, Fernley, NV . ••• . ••• ... . • i i i • i i i NOA Na: Oft- ?x.03 • •• • • a axe Expiration Elate: 49/13/11 Approval Date: 41/x/09 ••• • • • • ••• • • Page 2of b • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o Test keencv Test Identifier Teat NMe1ReNrt Date Exterior Research & Design, LL.G #11756. 04.01 -1 TAS 103 04/27/01 #11756.08.01 -1 ASTM D I970 08114/01 #02202,08.05 TAS 103 08/29/05 Trinity I E1W #115110.08.07 TAS 103 08/29107 P10870.09.08 -111 TAS 103 12/04/08 PRI Asphalt Technologies PRI01 i I 1 ASTM D 4977 04/08/02 PUSA- 005 - 02-01 ASTM D 4977 01131102 PIJSA -0I8 -02-01 ASTM D 2523 07/14103 PUSA -035 -02-01 'TAS 103 09/29/06 PUSA- 033 -02-01 ASTM D 1970 41112106 PUSA - 055 -02 -02 TAS 103 -95 12/10/07 PUSA- 08302 -01 TAS 103 -95 06130/08 Momentum Technologies, Inc. JX20H7A. ASTM D 4798 /ASTM G 155 04/01/08 INSTALLATION ftOCEDURES: Deck Type 1: Food, non - insulated lase Sheet: One or more plies ofASTM D 226 Type 11 or ASTM LD 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grit!, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: Done 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the cave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied.. All side laps shall be a minimum of 3-Wand end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shalt be back nailed in accordance with applicable building code. 4. When app A% g the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. S. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roil or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current • • I'ro C;u !on I t6po Acceptance. 8< • -All pro tons o AUins hall be initially taped with a 6" piece, of underlayment. The flashing • • tape shall lm gressedi place and formed around the protrusion to ensure a tight fit. A second layer of Polystick dill be applied over the underlayment. . ... . ... ... . .. . ... . . . . • • • • • • • • • • • h1{D,r4 N g 03 uua o • • Expiration Date: 09/13/11 4 Approval Date: 0110 ••• • • • • ••• • • Page 3of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Gnm;tAL LuwrmT oNs: 1. Fire classification is not part of this acceptance. 2. Polystick MTS and TU Plus may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, roof file systems and quarry slate roof assemblies. IR -Xe, TU, and TU Polyester may be used in all the previous assemblies listed except metal roofing. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. All Polystick NITS, IR Xe, TU, TU Polyester and TU Plus (manufactured in Winter Haven, FL Plant) shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick TU Plus(manufactared in Hazdwn, PA .Plant) shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. $. In roof file application, data for the attachment resistance of roof tiles shall be as set forth in the roof file manufaet urer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe is limited to mechanically fastened roof the applications. Polystick MTS is limited to mechanically fastened with battens roof the applications. Polystick TU Polyester may be used in both adhesive set and mechanically fastened roof the applications with the exception of mortar set file applications. 9. The maximum roof slope for use as roof file underlayment for (direct-to-deck) file assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR Xe Po TU, TU Plus TU Poke Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Polystick MTS shall not be used in dirt to -deck appNeations. Battens am rewired for both loading and installation of tiles at all times. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of file directly on the underlayment. Refer to Poiyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. 14 Roafing TRn (6 Max. Per Stack) r12 . O r • • • • • • • • • • N ®A No.: 0841929.03 • • • • • • • • • • • • i • • • • Expiration Date: 199/13/11 Om I Approval Date: OlAW09 Page 4 of 6 • • • • • • • • • • ••• • • • ••• • • v 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR Xe, TU, TU Plus and TU Polyester may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR Xe, TU, TU Plus and TU Polyester as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,1R -Xe, TU, TU Plus and TU Polyester is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire Nesting results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami Dade County Product Control Seal as shown below. adu BUILD P l'i16ML1 R mIJi,Lamu i s: Application for building permit shall be accompanied by copies of the following: I. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. PO LYGLA% GEN ERAL APPLICATION GUIDELINES FOR PO LYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back- nailed in selvage edge scam as per Polyglass Back Nailing Guide. Nails shall be, I I gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Merle -Hide 241 Premium Modified • •Fjq Vempnt,,Kule --jjide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mad Bit Fb4h:g ldhesive Trowel Grade mastic, applied in between the application of the ..' lap *n c b4ffeen the laps does not apply to Polystick MTS. 3. A maximum of 6 tiles per stack are allowed when loading file on the underlayments. Refer to the . • Polygl%ss Tile • I.oad�mA Guidelines. See General Limitations #9 and #10. .. . . • • . . ... . . . . • • • • • • • • • s • NOA No.: M- 0929.03 • �A • • • • Expiration Date: 09/13/11 Approval Date: 01/00109 ••• • • • • ••• • • Page 5 of 6 • • • • • • • • • • • •• •• • • • •• •• 6. Battens and/or Counter - battens, as required by the file manufacturers NOA's, must be used on all projects for pitch/slopes of T' /I r or greater. It is suggested that on pitch/slopes in excess of 6 VP112 ", precautions should be taken, such as the use of battens to prevent file sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MH .Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elasto ineric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDLcan be furnished upon request by our Technical Services Department by calling 1(800) 894.4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1(800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LMTATIONS OF sPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• • i i ! • V: i • i i i NOA No: .03 • • •• • • a • • Expiration Date: 09/13/11 Approval Date: 01/x/09 Page 6 of 6 • •• •• • • • •• •• ••• • • • ••• • • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP - 133550 Permit Number: RF- 1 -10 -69 Scheduled Inspection Date: February 18, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: TENNEY, WILLIAM Work Classification: Repair Roof Job Address: 1183 NE 99 Street Miami Shores, FL 33138 - Phone Number Parcel Number 113205018009 Project: <NONE> Contractor: SU ROOFING CONTRACTORS INC Phone: 305 -887 -7779 Building Department Comments Inspector Comments Passed����,/ CL Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 17, 2010 For Inspections please call: (305)762 -4949 Page 14 of 24