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RF-11-664Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 158439 Permit Number: RF -4 -11 -664 Scheduled Inspection Date: June 30, 2011 Inspector: Bruhn, Norman Owner: VIDAL, ALBERTO & KAREN Job Address: 520 GRAND CONCOURSE Miami Shores, FL 33138- Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060171430 Phone: 786- 277 -9540 Building Department Comments TILE AND FLAT ROOF REPLACEMENT COLOR THRU TILE -i% Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments et- June 29, 2011 For Inspections please call: (305)762 -4949 Page 8 of 24 41/2A II C'cuA • f Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 r1 Permit No .A2 1)-(dA BUILDING PERMIT APPLICATION FBC 20 aster Permit No. Permit Type: BUILDING ROOFING n17 OWNER: Name (Fee Simple Titleholder): P(�te,(,K V� \ WIkt Phone #: 305 - F - f a -11 ig Address: 50O (11'1 1 c.()Y1 c xw City: M,hore-3 State: Zip: 33 i3' Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: _694 V ran 8, C.OYl us.A e City: Miami Shores County: Miami Dade Zip: 331.3 3 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: v�c4.1P�K 1 I ©O 1 nn Phone #: 305 11511-01q ( r Address: i' %©► g0)C 53 05 y City: M,1MU1 State: FL Zip: 3315 Qualifier Name: PG 1.1 i'c .1 < State Certification or Registration #: Certificate of Competency #: 0666'0000g Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Phone #: Value of Work for this Permit: $ °1 F 0© Square/Linear Footage of Work: 3 LjOO Type of Work: ❑Addition UAlteration `u�❑_New C�Repair/Replace ❑Demolition Description of Work: 'r f)° is +%rg 4 kc TIC I e ro J ye p kce w1 cv. 11 e/`J -Fla, co f r, corn C -es-li 01-04 Ie e)Cisli11 o W e, w-- blil ft-up r .syS4-erli,. ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fees ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ ; J. 3, Bonding Company's Name (if applicable) Bonding Company's Address City State Zip . Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whi h occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection not be app ved and a reinlivection fee will be charged. Signature The for day of who is - ".onall knc�n to me or who has produced �'�(a-0 S-K O Ole Owner or A trument was ,20 \) ,by 1edded ' J fore Sign: Print: My Commission Expires: identification and who did take an oath. Signature The fore oing day of 44,,TeSe Contractor trument was ackno ,2091 , by who is personally known to me or who has produced as identification and who did take an oath. APPROVED BY My Commission Expires: Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07XRevised 06 /10 /2009)(Revised 3/15/09) OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 KS. To: Miami-Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re Owner's Name Property Address Roofing Permit Number Dear Building Official nections. of my building because: The Just valuation for the structure for purposes of7 -em taxation in less than S300,000_00 EliThe building was constructed in compliance with 'sions of the Florida Building Code (FIX') or with the provisionk of the 1994 edititift- of the South Florida Building Code (1994 SFBC1. certify that I am not required to retrofit the roof to wall 'Art' is% (W t 1101 V■i CONY ttAlikthil1-1) Stearn to and subscribed before me this Vi- tlaN , ,20 Pe mans knot% tt ‘n. Produced identification When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than S300,000 00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to- Wall Connection Hurricane Mitigationw Retfoivtfit must be provided- at, , 41*W4-14 kfttIVMAI, 414-11Wili Property Information Report Page 1 of 1 My Home MIAMI•DADE Property Information Report Summary Details: Folio No.: 11- 3206 - 017 -1430 Property: 520 GRAND CONC Mailing Address: ALBERTO VIDAL SW KAREN 1922 NE 119 RD NORTH MIAMI FL 33181 -3310 Prooertvr Information: Primary Zone: 1300 ONE FAMILY CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 32 Floats:: 5229,979 _ Luting Units:, `Market Value: Adj Sq Footage: 2,659 Lot Se: 13,491;40 SA FT ear Built 1939 Legal Description: MfAMF SHORES SEC 4 AMD PB'15 -14 LOT 9 810 BLK 97 LOT SUM 103.780 X 130 75R40296 COG 25528 - 2522/25/26/27/28 0307 6 OR 25528- 2522 0307 03 Assessment Information: Year. 2010 2009 Land Value: $182,744 $184,005 Building Value: 5229,979 _ 5196,904 `Market Value: $412,723 $380,909 Assessed Value: 5412,723 $389;909 Taxable Value Information: Year 2010 2009 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $01$412,723 $01$380,909 County: $04412,723 $0/$380,909 City: $04412,723 $0/$380,909 School Board: $01$412,723 $0!$380,909 Sale Information: Sale Date: 3/2007 Sale Amount $720,000 Sale O/R: 25528 -2522 Sales Qualification Description: Other disqualified View Additional Sales [Close window! i'Click here to Print! This report was created on 4/14/2011 10:50;20 AM for reference purposes only. Web Site 0 2002 Miami -Dade County_ Alt rights reserved. http: / /gisims2 miamidade.gov /myhome /proptext _print .asp ?folio = 1132060171430 &cmd = 4/14/2011 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Master Permit No Florida Building Code Edition 2 High- Velocity Hurricane Zone Uniform Permit Applic SUBJECT TO COMPt ANCE WITH All. FEDERAL TATE AND COUNTY RULES AND REGULATIONS �, Process No. Contractor's Name K� \c,1€' (� 1 Roo i r a o & rixiA d. Co V1C-ocA r e Job Address Low Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 ,� ROOF TYPE ❑ New Roof Q Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) S00 Steep Sloped Roof Area (SF) 31100 Total (SF) 3qo p Section R (Roof plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 37 01 01r 1 it .01 FL AB Ire aa DING COUNTY civ:Nie Excdlase&ay Day SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNER'S NOTIFICATION FOR ROOFING CONSIDERATION 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. e1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15, (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, he existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have n visible delineation between neighboring ni o u 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. et4. 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 Florida Building Code provides the option of maintaining this appearance. re5. 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 per- formance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. PP6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building•Code, Plumbing. PP7. 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 should not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. lob/ 1! Date Property Address Permit Number 123_01-154 1/07 Contractor's Signature ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: & Ik 1 Product Approval No.: al d 4 ,© I Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Lit1 . Pmax2: 111 6 Pmax3: I °�� ' 3 Max. Design Pressure, from the specific Product Approval system: , 5 Deck: T \A/ ©17 f. Type: Gauge/Thickness: 5 144 % I Slope: Ify : R Anchor/Base Sheet & No. of Ply(s): 1 5 bA5ei AnAriplar‘i thi epFaistz ecreTtlilo plartgria 1:644) Insulation Base Layer: y�jQ �/ Base Insulation Size and Thickness: !$� x O i Base.lps41a on Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): t p .skrixiavent Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener /Bonding Material: Top Ply: mfd octi-C l -1 Lu nertki Top Ply F ste er onding Material: FLORIDA BUILDING CODE — BUILDING Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: " oc @ Lap, # Rows a @ " oc Perimeterq:� b " oc @ Lap, # Rows 5 @ 6 " oc Corner: LI " oc @ Lap, # Rows b @ -1 " oc Number of Fasteners Per Insulation Board: Field Perimeter Corner 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 6 v�aao(01, o FT 0 ,,�t - \-�a�ail✓seei�" Parapet 'ra H�ht ] " ik'Irrc++or " 1 FT ►o I(6 V 3'oin w00d - rJS base-she k- 0-A% 1-rikpereA`msOcd-lon on peel mfte 31.3 9c1v cLh p • Mean Roof Height ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. Sprtinn D (Sleep Slnped Reef System) Roof System Manufacturer: A o `ex. Notice of Acceptance Number: 061.-043,g,,11 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations A: P1: 9' I L/ P2: I®VftJ P3: 1001, t2 Maximum Design Pressure (From the N iggt Approval Specific System): j Roof Slope: L : 12 Steep_SlopedRooLSystemDescription, \ Deck Type: 1 x b woo ct Type Underlayment: Ridge Vgniion? Insulation: A.3© Fe * Fire Barrier: Mean Roof Height: 1�� VI ,` �` `� I f b, on n 4 wea y - ;neaps is oeg1 Fastener Type & Spacing: a Pan 6Ca- - Adhesive Type: Type Cap Sheet: ML`T "file SeaI Roof Covering: Mom e,r Type & Size Drip Edge: &Ay* FLORIDA BUILDING CODE — BUILDING h ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section F (Tile Calculation) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. I12x la 1 `�� meat Based Tile Calculations 4 Product Approval Mf 1 ®I (Pt: )-Mg: 171 =Mr, �i (P2:1 001b x 7l t a0 �,Ol i Mg: (3,1 I = M� o 1 Product Approval Mf (P3:1 [) Q1b x ?. 1 aN ,P194- Mg: bill =M0 Product Approval Mf LI Os 111 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mean Roof Height -) Roof Slope 4, 15' Mr required Moment Resistance* 20' 26' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 8:12 28.4 30 1 31.6 328 34.9 6 :12 26.4 28 0 29.4 30.6 32.4 7:12 24.4 26.9 27.1 28.2 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 Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127 (Pt: x L (P2: x L x L = x w: _ _) - W: x cos 0 = Fri Product Approval F = x w: _ J - W: x cos 0 = Fr2 Product Approval F' = x w: = ) - W: x cos 0 = F Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity M8 Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE — BUILDING M1AM iD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: the use of construction materials. This NOA is being issued under the applicable rules and la governing The documentation submitted has been reviewed by Mir -lade 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 (ha Miami Dade County) and/or the Alit (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purpose& 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. DESCRIPTION: Atlantis Shake & Slate Concrete Roof The LABELING: Each unit shall bear a permanent label with the manufacturers 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 shalt automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. Florida, and followed by ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Theo. it shall the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, be done in its entirety. or its distinbutors INSPECTION: A copy of this entire NOA shall be provided to the user by the maimfacturer and 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 submitted documentation was reviewed by Alex Tiger& „1-`1,n/ 7,1 NOA No.: 09- 4422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: Roofing. Flat Profile Roofing Tiles 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 calcarlations 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 Applicant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces Test Dimensions Specifications 1 =16" w= 10" 1 'A4" thick 1— varies w = varies varying thickness 2.1 SUBNIITTED EVIDENCE: Test Alenev Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Product Description TAS 112 Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications, TAS 112 Accessory try concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier 7161 -03 Appendix III 94-060A 94 -084 25- 7094 -2 25- 7094 -8 25- 7094 -5 Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) ate Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 2 of 7 Test AsPeacv The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The - Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineerins Nutting Engineerins Test Identifier 25- 7183 -6 25-7183-5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations TAS -112 TAS -112 Test Name/Report Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik Drive Screws, Battens) Static UpIifi Testing PA 102 (1 Quik-Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Qwlk- -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth. shank nails Wind Driven Rain PA 100 Physical Properties PA112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25-7496 25 -7584 25- 7804b -8 25- 7804-4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 13343.1 Date Feb. 1995. Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug.1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 October 2007 August 2007 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 June 2007 March 2009 NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/04 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with 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. 15 30/90 hot mopped underlayment applications may installed unless stated otherwise the uuderla perpendicular to the roof slope ! yment 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 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 Monier Lfetile Atlantis Shake & Slate Tile Weight -W (tbf) 8.5 Length 1(ft) 1.33. Width -w (ft) 0.833 Table 2: Aerodynamic Multipliers 1. (ft Tile (ft3) � (ft3) Profile Batten Application Direct Deck Application 0208 Monier Liietile Mantis Shake &. Smote TOe Tile 2 ":12" Profile )Monier tifetite ;Mantis Shake & Slate Tile Battens WA Table 3: Restoring Moments due to Gravity - (ft4bf) 5 ":12" 6 ":12" Direct Deck 6.17 3 ":12" 4 ":12" N/A Direct Deck 6.11 Battens Direct Deck Battens N/A • Direct Deck Battens 5.89 N/A Direct Deck 5.75 7":12" or Ili Battens N/A Direct Deck 5.59 NOA No.: 09- 0422.11 Expiration Dater 12/16/12 Approval Date: 05/27/09 Ham.... • _••• Table 4: Attachment Resistance Expressed as for Nail -On Systems Fastener Type Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Direct Deck (min 15/32" plywood} a Moment - Mf (ft-lbf) Direct Deck (min. 19/32" plywood) Battens 2 -10d Ring Shank 'Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 30 :9 38.1 N/A 7.3 9.8 N/A 14.0 18:8 /A 1#8 Screw 2 #8 Screw 30.8 30.8 N/A 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -1Qd Smooth or Screw Shank Nails (Eave Clip) 517 51.7 N/A 24.3 24.3 N/A 19.0 19.0 N/A 35.5 35.5 NIA 31:9 31 :9 N/A E Table 5A: Attachment Resistance for ' is Table 5: Attachment Resistance Expressed as a Moment Ali (ft-ll for Two Patty Adhesive Set Systems Tile Profile - Tile Application Adhesive' Minimum Attachment Resistance 31.32 Monier Lffetife Atlantis Shake & Slate Tile J 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams_ Poleoam Product, inc. Average weight per patty'8 grams. Table 5A: Attachment Resistance for ' is Expressed as a Moment - Mf (ft-lbf) Adhesive Set toms Tile Profile Tile Application Minimum.Attactunent Resistance Monier- Lifeble Atlantis Shake & Slate Tile PolyProT"" 118.94 PolyProTM 40.44 3 Large paddy placement of 45 grams of PolyProTM. 4 Medium paddy placement of 24 grams of Pori/Prom'. NOA No.: 09- 0422.11 Expirstiion late: 12/16/12 Approval Date: 05/27/09 Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier -L le Atlantis Shake & Slate Tile Mortar Seta 39.0 5 See specific mortar manufacturers Notice of Acceptance NOA No.: 09- 0422.11 Expirstiion late: 12/16/12 Approval Date: 05/27/09 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". HOMER LIFETILE LLC, ATLANTIS 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.: 094422.11 Expiration Date: 12116/12 Approval Date: 05127109 PROFILE DRAWINGS t" 11i�2. WAFEILi7CK ,�''. 1611° • 1° r \• ..` •yam � � -• MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 09-0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 7 of 7 MIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The 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: Polypro® AH160 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. •.•• • • • NSPEC"17ON: Acory sf this entire NOA shall be provided to the user by the manufacturer or its distributors • end shaggier/Oat-41e forjnspection at the job site at the request of the Building Official. • • • ▪ • This NOA•rcnews NOA•blo.01- 0521.02 and consists of pages 1 through 7 • • • • •The sub, ittied documentation was reviewed b y J R rge L. Acubo.. • • • • • • • • • •' • •• • • • ••• • •. • • • •.•. • • •• • • • •••• • • • • • • • • • • • • • • • •• • ••• ••• • • • • • • • • • • • • • ••• • • • • ••• • • ••• • • • • • • ••• •. •• ••• • • •• • •• • ••• • • • • • • • • • • • • • • NOA No.: 06-0201.02 • Expiration Date: 05/10/11 ... Approval Date: 04/13/06 • • ▪ • Page l of 7 • • • • • • • • •• • •• ••• • • ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® A11160 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 exceed 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® All 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: Product Dimensions Test Specifications Polypro® AH 160 N/A TAS 101 Foampro® RTF1000 N/A ProPack® 30 & 100 N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment 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 AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moist Vapor Transmission • • Dim atonal Sttbbiit%. • • • • • • • • • • • Clovedcell Conlejnt. . • • • • • • • • Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weep +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note • T:he phriaal properties listed above atellrteien&dial pi trvearage values as determined • by accepted'ASTM test methods and aredcubj 4 to go ngt l nadpfacturing variation. . •• ••• •• • .. •• • • •. • ... • • • • • •• • .•.. • • • • • • • • • • .• • .. • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• • • • • • • • ••• • • • • • • • • • • • • • .••. • •.• • ••• • • • • • • • • • • • • NOA No.: 06- 0201.02 • Expiration Date: 05/10 /11 Approval Date: 04/13/06 • • • Page2of7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 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[1] ASTM E 84 01/16/95 Testy Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 5284549 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Rolf Tilenu factures acquiring acceptance for the use of Polypro® A/1160 roof the adhesive with • • :VIM tile assemblies shall test in accordance with TAS 101. • •. • 5. • Iticqf Tile jpefactures acquiring acceptance for the use of HANDI- STICK roof tile adhesive with • • • them tile a 6thb1ies shall test in accordance with Tyk§ 1)1•wjtl1 scetion 10.4 as modified herein. • 1 • •. • • • • • • • •••• • F • • W •• ••• •• • • • •• • .•• • `2 • ..•• • .. P= • •• • MS • ... ...... .... • • . • • • • • • • • • .. • • • • • • • • • .. • .•• .. •. .• .. • • • ..• • • • • • • • • • • • • • .. .• • • ..• • • • ... • • • • • • * . • • ••• •.. • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 • • Page 3 of 7 • • • • •. • INSTALLATION: I. Polypro® A11160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® 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 Polypro® 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 in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® A11160 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. 5. 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 tile 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. Polypro® AH 160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Flat, Low, High Profiles High Profile (2 Piece Barrel) Placement Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. (grams) Grams) #1 35 N/A #1 Flat, Low, High Profiles ekt, Low, High Profiles #2 17 /side on cap and 34 /pan 24 N/A N/A #3 • • • • •••• • •• • Ale G: • •' • • • All Pe1ypro® x.160 containers shall comply with the Standard Conditions listed herein. •••. •• •• • . BUILCDING PERMIT REQUIREMENTS:.. • • ... • • • • • As requirtd by dm Building Official or applicable bpildipg ccldCirl otddr to•properly evaluate the • installation of tftlt tem. • • ••• •• • • • • • • •• • • • •.. • • •••• • •• • • • • • • • •••• • • • •• • ••• • • • • • • • • • • • • • • • • •• • • .•• ••• • • • • • • • • • • •• ••• • • • • • • • • • • • • • •• •• • . ••• • • • ••• • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • NOA No.: 06-0201.02 • Expiration Date: 05/10/11 Approval Date: 04 /13/06 • • Page4of7 • • • • • •• • •• • • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 0000 • • • 0000 • .. • • • • • • • • • • • • 0000 • • • •. • • • • .. • • • • • .. 0000 • • •• •• • • 0000 • • •••• • .• •00 • • • • • •. • • • • • • •• •00 00 • • • .. . • ••• • . ...:61 .• • • • • • • • • • • • • • • • • • • • • • • • • • • • . .. • • • • • • NDA No.: 06- 0201.02 • • • • Expiration Date: 05/10/11 Approval Date: 04/13/06 ••• • • • • • • • ••• • • •• Page5of7 • . • • • • • • ... • • • • • • • • • • • • • •. 0• • • • • • • .• 00 ... . • • .0. • • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY 0414• • • • • •.00 • •. • • • • • • • • • • • • • • • • • • • • •.0. •• •• • • • • • •. • • •••• • • • • • • •••• • • • • •• .0• • • • • • •• • • • • • • • • •• s • • • • •.• • • •e • 0000 • e • • • • • • •• •• - • • • • • • • • • . • . •. • • • • • • • • N ®A N ®.: 06-0201.02 • • • Expiration Date: 05/10/11 Approval Date: 04/13/06 • • •• ••• •• • • • •• '•' • • • • • • • • '•' • • Page 6 of 7 • • • •00 • • • • • • • • • • • • • • 00 •• • • • .• •• 1000 • • • ••• • • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY`'', .••• • . • • • •••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • •• •• • • • •••• • • • • • • • •••• •• ••• • • • • • •• • • • • • • • • • END OF TDIS ACCEPTANCE • • • • • • • • •••• • • •• • • • • • •••• ••• •••• • ••• •••• • • • .. • • • • • • • • • • • . • • • • • • ▪ • • ▪ • • ▪ • • • • ' • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 ••• • • • • • ••• • • • • • • • • • • • • • • Page 7 of 7 • • • ••• • • • • • • • • • • • • • • •• ••• • • • • •. • •• ••• • • • ••• • • • MIAMIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID® Modified Bitumen Roof System for Wood Decks. 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 revises NOA No. 07- 1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 1 of 31 ROOFING SYSTEM APPROVAL Cateeorv: Roofing Sub- Cateeorv: Modified Bitumen Material: SBS /APP Deck Type: Wood Maximum Design Pressure -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions Leak Buster"' MatrixTM 5, 55 gallons 307 Premium Asphalt Primer GAF Mineral Shield® 601b. Bags Granules 100 Ib. bags Leak Buster"' Matrix"' 305 Fibered Asphalt Emulsion Leak Buster"' MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM Matrix"' 322 Elastomeric Roof Coating LeakBusterTM Matrix"' 306 LeakBusterrM Matrix"' 204 Wet/Dry Roof Cement GAFGLAS® #75 Base Sheet GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS® Flex PIyTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37' (1 meter) Wide 39,37' (1 meter) Wide Test Product Specification Description ASTM D41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM D1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D3019 ASTM D3409 ASTM D4586 ASTM D3409 ASTM D4601 ASTM D4601 ASTM D2178 ASTM D2178 ASTM D3909 Elastomeric roof coating. Asphalt emulsion fibered. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Type II Asphalt impregnated and coated glass mat base sheet. Type II Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08109 Page 2 of 31 Product GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM BUR Mineral Surface Cap Sheet GAFGLAS® STRATAVENT® EliminatorTM Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® EliminatorTM Perforated Nailable RUBEROID® SBS Heat We1dTM Smooth RUBEROID® SBS Heat- WeIdTM Granule Roof MatchTM SBS Mop Granule RUBEROID® SBS Heat- We1dTM 170 FR RUBEROID SBS Heat- WeldTM PLUS RUBEROID ® SBS Heat Weld"" PLUS FR RUBEROID® EnergyCap SBS Heat- We1dTM PLUS FR RUBEROID® Modified Base Sheet RUBEROID SBS Heat We1dTM 25 Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) Wide various 39.37" (1 meter) Wide 1 meter (39.37") wide 1 meter (39.37 ") wide 107 sq. ft. (9.9 m2) 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 3937" (1 meter) Wide 1 meter (39.37 ") wide Test Specification ASTM D3909 ASTM D3909 EnergystarTM Title 24 Compliant ASTM D3672 ASTM D4897 ASTM D3672 ASTM D4897 ASTM D6164 ASTM D6164 ASTM D6222 ASTM D5147 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D4601, Type II, UL Type G2 BUR ASTM D6164 Product Description Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT® EnergyCoteTM. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied EnergyCoteTM Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non-Woven Polyester mat coated with polymer modified asphalt and surfaced - with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with colored mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Premium glass fiber reinforced SBS - modified base sheet Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 3 of 31 Product RUBEROID® Mop Granule RUBEROID® MOP Smooth RUBEROID® MOP PLUS RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® EnergyCap Torch Granule FR Roof MatchTM APP Torch Granule RUBEROID® TORCH PLUS RUBEROID® TORCH FR RUBEROID®170FR TORCH RUBEROID® EnergyCap SBS Heat Weld Plus FR RUBEROID® 20 RUBEROID® 30 Dimensions 39.37" (1 meter) Wide 1 sq. roll 87 lbs. Test Product Specification Description ASTM D6222 Non -woven polyester mat coated with ASTM D5147 polymer modified asphalt and surfaced with mineral granules. ASTM D6298 Non -woven polyester mat coated with ASTM D5147 polymer - modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D6164 Non -Woven polyester mat coated with fire ASTM D5147 retardant polymer modified asphalt and surfaced with mineral granules. ASTM D6222 Heavy duty, polyester reinforced, asphalt ASTM D5147 modified bitumen membrane, smooth surface. ASTM D6222 Heavy duty, polyester reinforced, asphalt ASTM D5147 modified bitumen membrane, granule surface. ASTM D6222 A fiberglass mat reinforced, SBS modified ASTM D5147 bitumen cap membrane. 39.37" (1 meter) ASTM D6164 Wide ASTM D5147 39.37" (1 meter) ASTM D6164 Wide ASTM D5147 39.37' (1 meter) Wide 39.37" (1 meter) Wide 39.37' (1 meter) Wide 1 meter (3937 ") wide 107 sq. ft. (9.9 m2) 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 1 meter (39.37") wide 39.37" (1 meter) Wide 3937" (1 meter) Wide ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with colored mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. A fiberglass mat reinforced, SBS modified bitumen cap membrane. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 4 of 31 Product RUBEROID� 3 R RUBEROID® EnergyCap SBS 30 FR ' RUBEROID® ULTRACLAD® SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Built -Up Roofing Asphalt RUBEROID® MOD Asphalt Asphalt L & Asphalt P TOPCOAT® Surface Seal SB LEAK BUSTERTM MatrixTM 715 MB Elastomeric Roofing Membrane EnergyCoteTM Coating VersaShield® TOPCOAT® FireShield® MB Leak Busterm MatrixTM 531 WeatherCoterM Elastomeric Flashing Grade LeakBusterTM MatrixTM 201 Premium SBS Flashing Leak BusterTM MatrixTM 102 SBS Adhesive Label Dimensions 39.37" (1 meter) Wide 1 meter (39.37") wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 100 Ib. cartons, bulk 60 Ib. kegs 5 gallons 5 gallons 2, 5 gallons 350 sq. ft roll 5, 55 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D6298 ASTM D5147 ASTM D6163 ASTM D6163 ASTM D5147 ASTM D6164 ASTM D5147 TAS 100(A) ASTM D1929 ASTM D635 ASTM D312, Types I, II, III *and IV ASTM D3412 ASTM D21 ASTM D1475 ASTM E1644 ASTM D6083 ASTM -D226 4869 Type I, II ASTM D412 ASTM D21 ASTM 1475 ASTM E1644 ASTM D3019 ASTM D3019 Product Description Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built- up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Interply mopping and surfacing asphalt SEBS modified asphalt Surface coating for smooth surfaced and mineral surfaced roofs. - Surface coating for smooth surfaced and mineral surfaced roofs. Highly reflective elastomeric coating Non - Asphaltic Fiberglass -Based Underlayment Elastomeric roofing membrane Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 5 of 31 Product Leak Buster", Matrix "' 202 SBS Flashing Cement Label Leak Buster", Matrix"' 203 Plastic Roof Cement Label Leak Buster", Matrix"' 103 Cold Process Adhesive Label LeakBusterm Matrix", 304 Non - Fibered Aluminum Roof Leak Buster", Matrix", 602 MB Xtra Elastomeric Roofing Membrane TOPCOAT® MB Plus Dimensions 5 gallons 5 gallons gallons 5 gallons 5 gallons 5, 55 gallons Test Speci_ ASTM D4586 ASTM D4586 Product Description. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement ASTM D3019 Cold Applied Asphalt Adhesive. ASTM D2824, Type I ASTM D412 ASTM B117 ASTM C794 ASTM G21 FTMS 141.6271 ASTM D2196 ASTM D1475 ASTM E1644 ASTM D412, ASTM D21, ASTM D1475 ASTM E1644 Non -fibered. Aluminum pigmented, asphalt roof coating. Surface coating for smooth surfaced and mineral surfaced roofs. Water - based, low VOC, sprayable polymeric liquid, which cures to form a seamless rubber membrane. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 6 of 31 • APPROVED INSULATIONS: Product Name EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM Strip EnergyGuardTM Recover Board EnergyGuardTm Tapered Edge Strip EnergyGuardTM PolyIso EnergyGuardm RA, RN EnergyGuardTM Composite, RA DensDeck® DensDeck Prime® DensDeck DuraGuardTM Structodeke Structodek® TD SecurockTM APPROVED FASTENERS: Fastener Product Number Name 1. Drill -TecTM #12 Standard, #14 and #15 extra Heavy Duty Fastener, Heavy Duty Roofing Fastener 2. Drill -TecTM ASAP 3. Drill -TecTM CR Base Sheet Fastener and Plate 4. Drill -TecTM Galvalume Plates 5. Drill -TecTM Polypropylene Plates 6. Drill -TecTM AccuTrac Plate Table 2 Product Description Fiberboard insulation Perlite insulation board Cut perlite board Perlite recover board Tapered perlite board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /wood fiberboard or perlite composite Water resistant gypsum board Water resistant gypsum board Water resistant gypsum board Wood fiber insulation board Flame Resistant High Density Wood Fiber board. Fiber reinforced roof board TABLE 3 Product Description Dimensions Insulation fastener and Various Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill -TecTM Various Fasteners and metal and plastic plates. Base sheet fastening Various assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalumee coated 3" Square steel plate. 3 " and 3'A" Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. G -P Gypsum Corp. G -P Gypsum Corp. G -P Gypsum Corp Knight Celotex Knight - Celotex USG Corporation Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 W GAF Materials Corp. OMG NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 7 of 31 ,EVIDENCE SUBMITTED: Test Anencv Test Identifier Description, Date Factory Mutual Research Corp. Underwriters Laboratories Trinity Engineering 3029832 4470 -TAS 114 05/11/07 3010215 4470 - TAS 114 03/01/01 3001276 4470 - TAS 114 01/28/99 1B9A8.AM 4470 - TAS 114 09/04/97 3D4Q2.AM 4470 - TAS 114 04/30/97 OD 1 A8.AM 4470 - TAS 114 04/01/98 TGFU.R19254 UL 790 10/27/06 4483.04 97 -1 TAS 114 06/06/97 PRI Asphalt Technologies, Inc. GAF- 020 -02 -01 ASTM D 249 02/01/02 ASTM D 4977 IRT -ARCON Inc. Trinity I ERD 02 -005 TAS 114 03/01/02 02 -014 TAS 114 04/08/02 01 -039 TAS 114 03/01/02 G6850.08.08 ASTM D6164 08/29/08 G6850.08.08 ASTM D6163 08/01/08 G6850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 11/05/08 NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 8 of 31 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or m • . yens of any of the following insulations. I Insulation Fasteners Fastener (Table 3) Density/ft2 nergyGuardTM Polylso, RA, EnergyGuardTM Composite RA, Minimum 1" thick N/A N/A Fiber, Structodek ®, Structodek® TD, EnergyGuardTM Recover Board Minimum 'A" thick N/A N/A EnergyGuardTM Perlite Minimum %" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs /100 ft'. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® STRATAVENT® EliminatorTM Perforated laid dry or a layer of EnergyGuardrM, Perlite or wood fiber overlay board on all polyisocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield® Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Anchor sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable Base Sheet, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® SBS Heat- We1dTM Smooth or RUBEROID® SBS Heat- WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4, GAFGLAS® Flex PlyTM 6, GAFGLAS® #75 Base Sheet or any Options: of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf, See General Limitation #7) NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 9 of 31 GAFGLAS® Flex PIyTM GAFGLAS® #75 ase Sheet or any of above Anchor sheets attached to deck oved 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 #7) GAFGLAS® #80 ULTIMATM, RUBEROID® 20, RUBEROID® Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Mtaimum Design Pressure —75 psf, See General Limitation #7) (tional) Install oply of GAFGLAS® #75, GAFGLAS® #80 ULTIMATM Base Sheet, GAFGLAS PLY 4, GAFGLAS Flex P15i'N 6, GAFGLAS® STRATAVENT® EliminatorTM Perforated (laid dry), RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth, RUBEROID® 20, RUBEROID® SBS Heat - WeIdTM Smooth or RUBEROID® SBS Heat- We1dTm 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsisq (see General Limitation #4). (Optional) One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex PIyTM 6 sheet, GAFGLAS® #80, RUBEROID® MOP Smooth, RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. One or more plies of RUBEROID® 20, RUBEROID® 30, RUBEROID® EnergyCap SBS 30 FR, RUBEROID® 30 FR RUBEROID® MOP Smooth, RUBEROID® Mop 170 FR, RUBEROID® Mop Granule, Roof MatchTM SBS Mop Granule, RUB PLUS, RUBEROID® MOP FR, RUBEROID® ULTRACLAD® SBS, or RUBEROID® Dual FR fully adhered in an approved asphalt at an application rate of 251b. /sq. ± 15 %. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 10 of 31 .Surfacing: Maximum Design Pressure: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs.sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 601bsJsq. or applied in a flood coat of Leak Buster"' Matrix"' 103 Cold Process Adhesive applied at a rate of 3 galJsq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 galJsq. 4. Leak Buster"' MatrixT"' 715, Leak BusterTM MatrixT"' 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak Buster"' Matrixm 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 galJsq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at ito 1.5 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. See Fastening Above NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 11 of 31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ' /d' Dens Deck or ' /z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers.. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs. /sq. . Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofmg Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. 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. END OF THIS ACCEPTANCE NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 31 of 31 ZOUb HOOFING MATERIALS AND SYSTEMS DIRECTORY 176 ROOF COVERING MATERIALS (TEVT) r Roofing Systems (TGFU) - Continued • 7. Deck: C -15/32 Incline: 1 /2 'Slip Sheet: One or more lavers .Atlas Roofing "FR50 ", mechanically fastened. Membrane: " EverGuard TPO2 Plus ", 45 mil. Surfacing: River bottom stone, (3/4 to 1-1/2 in. diam) at 10001bs /sq or concrete roof pavers. 8. Deck: C -15/32 Incline: 1/2 Base Sheet Two or more layers Type G2, "GAFGLAS Basesheet #75 ", mechanically fastened. Membrane: "EverGuard TPO2 Plus ", 45 mil. Surfacing: River bottom stone, (3/4 to 1 -1/2 in. diam) at 1000 lbs /sq or concrete roof pavers. Class A - Fully Adhered 1. Deck NC Incline: l /2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet (Optional): One or more layers Type GI, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule" (granule). Surfacing: Gravel, 400 Ibs /sq, loose laid or applied in a flood coat of hot roofing asphalt. 2. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers Type GI, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule) "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule or "Ruberoid Mop Plus Granule ". Coating. Karnak No. 97, 1 -1/2 - 3 gal /sq. 3. Deck: NC Incline: 1/4 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, any thickness. Base Sheet (Optional): One or more layers Type Gl, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop Granule" or "Ruberoid Mop Plus Granule ". Coating: Kamak Nu�97, 1 -1/2 - 3 gal/sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite/isocyanurate composite, perlite /urethane composite, phe- nolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheets One or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Tvpe Gl. Membrane: One or more layers "Rubemid Torch" (Smooth or Granule), "Rubemid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers Type GI, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ". Surfacing (Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocva- nurate, urethane, perlite/isocyanurate composite, perlite/ urethane com- posite, 1 -1/2 in. min. Base Sheet (Optional): One or more layers Tvpe GI, G2 or G3. Membrane: One or more lavers "Ruheroid Torch" (Smooth or Granule), "Ruheroid Torch Granule Plus ", "Ruheroid Mop" (Smooth or Granule) or "Ruheroid Mop Plus Granule ". Surfacing: Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more lavers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite. Base Sheet: Two or more lavers Tvpe G2 or G3. Ply Sheet (Optional): One or more lavers Type G1. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus". "Ruberoid Mop" (Smooth or Granule) or "Ruheroid Mop Plus Granule ". Surfacing: Karnak No. 97, 1-1/2 - 3 gal /sq or gravel. 1. Deck: NC Incline: 1/2 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) - Continued Insulation: One or more lavers perlite, glass fiber, 3/4 in. min, isocya. Base nurate, urethane, perlite /isocvanurate composite, perlite /urethane corn- Men i posite, 1 -1/2 in. min. hlen Base Sheet (Optional): One or more lavers Tvpe Gl, G2 or G3. 9', Deck: Membrane: One or more layers "Ruheroid Torch" (Smooth or Granule), lnsu "Ruberoid Torch Granule Plus ", "Ruheroid Mop" (Smooth or Granule) Ba fib ser e or "Ruberoid Mop Plus Granule ". Surfacing: Grundy "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. or m Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. Men min, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ : 23. Deck: urethane composite, phenolic, 1 -1/2 in. min. insu Base Sheet: One or more layers Type G2 " GAFGLAS #75 Base Sheet ", Base hot mopped or mechanically fastened in place. faste Ply Sheet: One or more layers Type G1 "GAFGLAS Ply 4 ", hot mopped Ply in place. Paste. Membrane: "Ruberoid Mop 170 FR ". Men Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 mop) gal /sq or "GAF Weather Coat Emulsion" at 3 gal /sq. Surf; 10. Deleted Aspt 11. Deleted Coat 12. R •lobed 24. Deck: Deleted Insul = eted fiber, D= k: C -15/32 Incline: 1/2 Base ulation (Optional): Perlite, fiber glass, isocyanurate, urethane or faster perlite / isocyanurate composite. Mem Base Sheet: One or more layers Tvpe G2 or G3 base sheet, hot mopped Asrh or mechanically fastened. P Ply Sheet (Optional): One or more layers Type GI, hot mopped in eck:i place. 3. Deck: Insul Membrane: "Ruberoid Mop 170 FR ". i Base 16. Deck: C -15/32 Base Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or ro"m perlite/isocyanurate composite, offset 6 in. from joints. Mem Base Sheet: One or more layers Type G -2 or G -3 base sheet, hot mopped Surfa Asp: or mechanically fastened. Ply Sheet (Optional): One or more layers Type G 71, hot mopped in Deck: place. Mem Membrane: One laver "Ruberoid Torch Smooth" or "Ruberoid Mop DeA ck: Surfa : Smooth ". ck Membrane: One layer "Ruberoid Mop 170 FR ". 17. Deck: NC Incline: 1 Insul ..%Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, mth e urethane or perlite /isocvanurate composite. Base Base Sheet One or more layers Type G2 or G3 base sheet, hot mopped rally or mechanically fastened. Mem Ply Sheet (Optional): One or more layers Type G1, hot mopped in Surfa place. ec: Membrane: One layer "Ruberoid Mop 170 FR" Deck 18. Deck: NC Incline: 1/2 lnsul, Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, rth; anurate, urethane or perlite /isocvanurate composite. y Base Base Sheet (Optional): One or more layers Type G -2 or G�3 base sheet, semi hot mopped or mechanically fastened. Meml Ply Sheet (Optional): One or more lavers Type G-1, hot mopped m fns d. place. p tiusrfa. Membrane: One laver "Ruheroid Torch Smooth" (smooth), "Ruberoid ri` Mop Smooth'•. � 'I Membrane: One laver "Ruberoid Mop 17(1 FR" (granule). Deck ! 14. Deck: NC Incline 1/2 )nsu1. Insulation (Optional): One or more lavers perlite, glass fiber, isocya a,} ";i. nurate, urethane or perlite/ isocyanurate composite, any thickness. Baser. Base Sheet: One or more plies Tvpe GI or G2, hot mopped or adhered M1temI with Karnak Chemical "No. 81" or Gibson-Homan "No. 6160" cold S` r at applied adhesive at 1-1/2 gal /sq. Membrane: One laver "Ruheroid Mop 170 FR ", hot mopped or adhered . ' with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold ''' ' l applied adhesive at 1-1/2 gal /sq. I). beef 20. Deleted 21.. Deck: C-15/32 Incline: 1/2 Insulation (Optional): I'olvisacvanurate, wood fiber, perlite, glass fibber any thickness, hot mopped or mechanically fastened. LOOK FOR THE UL MARK ON PRODUCT Insula ]Baer• . a.i I Is •n Mont MIAMID BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 -2930 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: MLT TileSeal LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 3. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08- 0107.02 Expiration Date: 07/31/12 Approval Date: 05/15/08 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Underlayment SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions MLT TileSeal 36" x 33.3' rolls 36" x 66.7' rolls EVIDENCE SUBMITTED: Test Agency Underwriters Laboratories, Inc. IRT- Arcon, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Construction Materials Technologies, LLC. Test Identifier R14610 • 02 -012 NEI- 006 -02 -01 NEI- 008 -02 -01 NEI- 045 -02 -01 NEI- 053 -02 -01 APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Membrane: Surfacing: Test Product Specification Description TAS 103 SBS self - adhering asphalt sheet material with a white glass re-enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. Test Name/Report Follow up Service TAS 103 TAS 103 TAS 114 (H) ASTM D 4798 & ASTM G 155 ASTM D 4798 & ASTM G 155 Date 03/28/02 02/28/02 04/01/02 07/30/02 08/08/07 05/01/08 Wood, non - insulated, new construction 15/32" or greater plywood or wood plank Anchor sheet mechanically fastened deck, membrane adhered. One or more plies of ASTM D 266 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of MLT TileSeal Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with MLT TileSeal Underlayment is acceptable. Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. NOA No.: 08-0107.02 Expiration Date: 07/31/12 Approval Date: 05/15/08 Page 2 of 3 LIMITATIONS: l . Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. MLT TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. MLT TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. MLT TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base /Anchor sheet underlayment. 5. MLT TileSeal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard maximum roof pitch for MLT TileSeal underlayment shall be 6:12 when tiles are loaded directly to the MLT TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12 ". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12 ". 9. MLT TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing MLT TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If MLT TileSeal underlayment 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 testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying 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. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of MLT TileSeal underlayment shall be applied over the underlayment. 15. 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. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. END OF THIS ACCEPTANCE NOA No.: 08- 0107.02 Expiration Date: 07/31/12 Approval Date: 05/15/08 Page 3 of 3 ROOF 'ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Fo Section D (Steep Sloped Roof System) Roof System Manufacturer: a Notice of Acceptance Number: Oci 040+,111 Minimum Design Wind Pressures; If Applicable (From RAS 127 or Calculations): 1: �� P2: 1001 b P3: I V®1 Maximum Design Pressure (From the Product Approval Specific System): Steep Sloped Roof System Description \ Deck Type: jXb V ~�O % + 10r)d. Type Underlayment: I RoojSlope: : 12 Ridge V yji tion? Insulation: rv' t Fire Barrier: Mean Roof Height: { A 1 Wilk S°" biov( Fastener Type & Spacing: �4 U :`� cc,. 1�1 o e kI- a-1-.1 yro t, PD Adhesive Type: 'ymi r S 1-kr r. Type Cap Sheet: P�1y9lo�6 Pot\j, s+ 'C P�-1 A .6-14e-l< rrllah1 er-q "-f lik-1- co lorthh Roof Covering: I CON Cre.+e-1 i ( e Type & Size Drip Edge: FLORIDA BUILDING CODE — BUILDING 15.34 - ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (1f a component is not used, identify as "NA ") System Manufacturer: Product Approval No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: Pmax3: Max. Design Pressure, from the specific Product Approval system: Deck: Type:, Gauge/Thickness: Slope: Anchor /Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener /Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener /Bonding Material: Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener /Bonding Material: Top Ply: Top Ply Fastener /Bonding Material: Surfacing: Fastener Spacing for Anchor /Base Sheet Attachment: Field: " oc 4, Lap, It Rows " oc Perimeter: " oc @ Lap, # Rows @ " oc Corner: " oc @ Lap, # Rows " oc Number of Fasteners Per Insulatioh Board: Field Perimeter Corner 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 FT VT. Parapet Height Mean Roof Height FLORIDA BUILDING CODE — BUILDING 15.33 COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 1 1805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315.2590 F (786) 315 -2599 www.miamidade.aov/buildias/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section 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 Section (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. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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. DESCRIPTION: Polystick MTS, IR -Xe, TU, TU Plus and TU P 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 revises NOA#09- 0806.07 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. 4::Tri7,TE5'_t. APPROVED; NOA No.: 11- 0203.02 Expiration Data 49 /11341 Approval Date: 01 Page 1 of 6 ROOFING CON PONENT APPROVAL Cateeorv: Sub- Categorv: Material:, PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Manufacturing Location #1 & #2 Polystick TU P underlayment Main facturing Location #2 Roofmg Underlayment SBS , APP Self - Adhering Modified Bitumen Dimensions Roll: 65'8" x 3'3-3/8" 60 mils thick Roll: 65'8" x 3'33/8" 80 mils thick and 67"x36" 80 mils thick Roll: 32'10" x 3'3 -3/8" 100 mils thick Roll: 65'8" x 3'3-3/8" 80 mils thick Roll: 32'10" x 3'3 -3/8" 130 mils thick Test Specification TAS 103 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 Product Description A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof file underlayment. A rubberized asphalt waterproofing membrane, glass- fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. MANUFACTURING PLANTS: 1. 555 Oakridge Road, Ilazelton, PA 2. 621 Sniveley Avenue, Winter Haven, FL NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 2 of 6 EVIDENCE SUBMITTED: Test Asencv, Exterior Research & Design, LLC Trinityl ERD PRI Asphalt Technologies Momentum Technologies, Inc. Test Identifier #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 #P5110.08.07 P10870.09.08 -R1 P 10870.04.09 PRI01111 PUSA- 005 -02 -01 PUSA - 018 -02 -01 PUSA - 035 -02 -01 PUSA - 033 -02 -01 PTJSA- 055 -02 -02 PUSA- 083 -02 -01 PUSA - 089 -02 -01 JX20H7A RX14E8A DX23D8B DX23D8A INSTALLATION PROCEDURES: Deck Type 1: Base Sheet; Fastening: Membrane: Surfacing: Test Name/Renert TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 Date 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18 /10 Wood, non - insulated One or more plies of ASTM D 226 Type II or ASTM D 2626. Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Polystick membranes self - adhered. None 1. All nails in the deck shall be earefu[ly 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 save, 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 -%2" and 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 shall be back nailed in accordance with applicable building code. 4. When applying 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. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surfaee_so a&to have full contact with the surface, giving special atten on to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 11- 0203.02 Expiration Date:- Approval Date :e 01/11 _ Page 3 of 6 GENERAL LIMITATIONS: 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 tile systems and quarry slate roof assemblies. IR-Xe, TU, and TU P 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. The following membranes manufactured in Winter Haven, FL Plant; Polystick MTS, IR-Xe, TU, TU P and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick TU Plus manufactured in Hazelton, PA Plant shall not be Left exposed as a temporary roof for longer than 180 days after application. Polystick IR -Xe and TU manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 30 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. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer'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 tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR -Xe Polystick TU, TU Plus TU P 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 direct-to-deck applications. Battens are required 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 tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Rooting Tiles (6 Max. Per Stack) NOA No.: 11-0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 4 of 6 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 W'/12 ", precautions should be taken, such as the use of battens to prevent tile 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 MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric 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 UDL can 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) 8944563. 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 LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND END OF THIS ACCEPTANCE NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 6 of 6 a BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyps USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.minmidade.eov/buiWina/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section 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 Section (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. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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. DESCRIPTION: Polystick MTS, IR-Xe, TV, TU Plus and TU P 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 revises NOA#09- 0806.07 and consists of pages I through 6. The submitted documentation was reviewed by Alex Tigera. -47‘iff' NOA Na: 11- 020102 Expira tion Date: 09/11.3111 Approval Date• .01111 Page 1 . of 6 ROOFING COMPONENT APPROVAL Category: Sub-Category: Material: PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR -Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Roofing Underlayment SBS , APP Self- Adhering Modified Bitumen Dimensions Roll: 65'8" x 31-3 /2" 60 mils thick Roll: 65'8" x 3'3 -'4" 80 mils thick and 67 "x36" 80 mils thick Roll: 32'10" x 3'3-3/8" 100 mils thick Roll: 651" x 3'3-3/a" 80 mils thick Test Specification TAS 103 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 Roll: TAS 103 and 32'10" x 3'3 -3/8" ASTM D 1970 130 mils thick Product Description, A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass - fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. MANUFACTURING PLANTS: 1. 555 Oakridge Road, Hazelton, PA 2. 621 Sniveley Avenue, Winter Haven, FL NOA No.: 11-0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 2 of 6 EVIDENCE SI7BMITTED: Test Agency Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. Test Identifier #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 #P5110.08.07 P10870.09.08 -R1 P 10870.04.09 PRI01111 PUSA - 005 -02 -01 PUSA -018 -02-01 PUSA - 035 -02 -01 PUSA - 033 -02 -01 PUSA- 055 -02 -02 PUSA - 083 -02 -01 PUSA - 089 -02 -01 JX20H7A RX 14E8A DX23D8B DX23D8A INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: Fastening: Membrane: Snrfadng: TAS TAS TAS TAS TAS TAS Test Name/Renort TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 103 /ASTM D4798 & G155 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 103 /ASTM D4798 & G155 103 /ASTM D4798 & G155 103 /ASTM D4798 & G155 103 /ASTM D4798 & G155 " 103 /ASTM D4798 & G155 Date 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 One or more plies of ASTM D 226 Type II or ASTM D 2626. Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Polystick membranes self - adhered. None 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 gave, 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 -Va" and 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 shall be back nailed in accordance with applicable building code. 4. When applying 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. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or m o e entire-inembmn -S face_sQ : • r • r; y 'i 41 s ing special at n on o ap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. I PROVED 1 NOA No.: 11- 0203.02 Expiration Date: - 09/141 Approval; Date: 114/2.1/11 Page 3 of 6 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS and 11J Plus may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofing, roof tile systems and quarry slate roof assemblies. IR Xe, TU, and TU P 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. The following membranes manufactured in Winter Haven, FL Plant Polystick MTS, IR Xe, TU, TU P and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick TU Plus manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick IR -Xe and TU manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 30 days after application. Polyglass reserves the right to revise or alter product exposure times; riot 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. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer'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 tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick 1R-Xe Polystick TU, TU Plus TU P 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 direct -to -deck applications. Battens are required 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 tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles (6 Max Per Stack) 12 °i N m P ROVE0 NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 4 of 6 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter- battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 'A "/12 ", precautions should be taken, such as the use of battens to prevent tile 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 MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric 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 Ibs 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 UDL can 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 LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 11- 0103.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 6 of 6 FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB INSIGHT • INNOVAT ION • INTEGRATION FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 SITE SPECIFIC INFORMATION Job Address: O f p �ARif,,,,t) dada vies( 44qq , , 4, Install Date: 21/. t/ Contractor: 44 1 NiFk ' ` r /A/( Permit # ° Test Date: t4 • •l i Type of Tile: p A> /EZ A7 / / f004K "kr Approx. Height , 2 Floor: / Owner Name: 312/ PO "MO ! f 7 Slope: 3 = ! 2. App. Sq.Ft: `aI 4 .i' Testing Equipment: Shimpo Representatives of Florida International Engineering and Testing Lab., Inc performed the static load test on the roofing tile at the above referenced project. The purpose of this testing was to verify whether the installed tile roofing system is capable of resisting the applied test load of 45 pounds uplift force. This testing was performed in general accordance with Miami Dade Building Code Protocol TAS 106. The static load was applied utilizing a calibrated scale and force measuring instrument (dynamometer). A hook which is connected to the loading instrument was placed under the exposed edge of the tile. Test load of 40 pounds force (Ibf) was applied and also held for more than 5 second at each test location. In addition to the static load test, the tested tile was also visually inspected for any kind of adhesion failure after completion of each test. Result 2 3 4 5 1 N 21 22 23 24 25 6 26 7 27 8 28 9 29 10 30 11 31 12 32 13 33 14 34 15 35 16 36 17 37 18 38 19 39 20 40 N 41 42 Result Result Result 61 81 101 62 82 102 122 43 63 83 103 123 44 64 84 104 124 45 65 85 105 125 46 66 86 106 126 47 67 87 107 127 48 68 88 108 128 49 69 89 109 129 50 70 90 110 130 51 71 91 111 131 52 72 92 112 132 53 73 93 113 133 54 74 94 114 134 55 75 95 115 135 56 76 96 116 136 57 77 97 117 137 58 78 98 118 138 59 79 99 119 139 60 80 100 120 140 Based on our findings, we conclude that the installed roofing tile at the above referenced project is capable to resist the applied test load. Therefore we conclude that it meets the Miami Dade Building Code Compliance Protocol TAS 106. Attached is the roof plan showing approximate test locations. Respectfully Submitted: /// Vinayagar M. Baiakrisbnan V, P .E. State of Florida Lie 0 63107 Job Address C2, 4e#1-401) A) ¢rnsr, A 444e Contractor: it; of Aid /Pee F,&14 Other: ketch of Rdof (A,tui ■ ��������/ �a�at '11a�����iaii111111,�1!I11i11■ 1111111111111111111111111111‘11111111111MMIBERUMMIIIIM111111111111 ■■ mmmaa1 a1a1ataaa1i11a111aa1111m1111n■ ■1111x11# 1111 1i111r1a11aiia1ia1a111111111■ ■1/ 111111111111ai1aa1 11tia111aIai ii/111l1 1111101111111111101111111MERIMMENREMITAillaitalliallaRSIMME 1111111111111111111111r=11111111111===i1MAMPIEMERHIRMERNMISMIME ■111■x■111OR EN151111i11f1111MIf1E [i1IIIIM11 i 1111111111111111111111111111111111111111164PMZEREPRIMENICIMMISIMI !■11xx.x1'laaiuiii■■iatiiiixa iii'iaiiiaasiax111■ ■ 111 / r 11111111' 11111111111a 111111 �1111ii1 / 111111 ■111iuina11i11 ,t i1xxx1x1a1 `Italiixxlf1aN■ ■a1■ ■111 1111 =�1i'1�11s�71[ ��lt�i(1151111 \S �1 ■11111,1 11amonamumwa aa111immatin !1as m ■■ 1■ 11 ■11i■a1u1a11ammac111amaira auratim us ■11>11111ta.1a1i111r i m 1tai ]311111/NIMMIMa1!1■ ■111 /111 /Fi1111EZRMI'i11a 1111<ZIs'11`ii /L A111'f 11111111111111111111LIMEMIN ritallIWEEIMINSWILIZLIEfaiglial f■ ■11t■1■1U1i7alai .!�-' 11i111i1111111111 1!x1111 ■1111111 all ■11aa1Tfi1S11S1 11111i11iri ■111■ 11111111111111111111111111111111MIL 1ia1 A1<1RW1ti11111111 M ■11/11/11111 1x1 bidammesalaaaalatem a": m1i11J ■111111 1t�'" �1a1 1!f111a1a11a�11i1i111:■'Etl1i11 ■1 11x11 11111 G 1a+a'11a111111Ia111i111a111a1■ ■x111111 111 1a 111a11a1111111111111 111111■ 11 1/ 111 1111# 111a111aa!i.1a11a11#lataial!!1 ■111 ■a1 1111111 1 aaa111i111.11aiii11aaa11,it1■ 11/1/111 ii1i111a11 #1i1111111i11a111111si ■ 111t/ 11111x1111111111i11111a111a111111/ 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111EMEIMMIMMI IBRIMIER1111111111111111111111111111111111111111111111111111111111111111111111111.111 ■■xxlaxxl1xaxilili ilaai11111111111a11111 ■■11111a111i1i111i111t! #aa aiiaii1111i1■ ■11■■■■11a1111i1.11111a1ti 111x111 111111■ 9 RE: Permit # R1 " I 1 1 bb4 Nextad Volzed tides 'e4 Deftevitmeat 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305 - 795 -2204; Fax 305 - 756 -8972 www.miamishoresvillage.com P�.I Kaw�leK DATE: b3°) l 1 INSPECTION AFFIDAVIT (Print name and circle License Type) License #: 0 6 BS 0000r7 , licensed as a (ntontracto FS 468 Building Inspector On or about Lt iab! I l \\‘..3o (Date & time) secondary water barrier work at Engineer / Architect, , I did personally inspect the,roof deck nailing and /or 5).0 &rand, Con (A2 tArse, (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this n Notary Public, Sate of Florida at Large day of x6600 r,' +s bi�W�'ti *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 1111111 11111 11111 11111 Il i l! 1111 I111 11 11 PERMIT NO. TAX FOLIO 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: .Shor, , fit. 33 iSg 2. Description of improvement: Ref-roof CiF 201180 6080 ;� OR. £k 27662 F's 1461 (113s) RECORDED 04/21/2011 15 :1856 HARVEY RUV'IH! CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE 5010 6r ild Con cot, se Miami 3. Owner(s) name and address: Pt +h c'K Ye < k 1 ' + 500 &,t .V1 el, COA C.Ockr-5e. /L41 Cu4! Shores) F- 3 3 13g Interest in property: a Wt\ ear Name and address of fee simple titleholder: 4. Contractor's name and address: f U . t L 1 Koc i 11,143 .5 i t/ , 9th Mari 333..q 5. Surety: (Payment bond required by owner from contractor, If,araw OF FLORIDA, COUNT OF DADE 1 FrtrrEBY CERTIFY that this is a tru c. +y of the Name and address: original filed the Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. 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: k 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a di = -nt • . e ' -cifi- �; Ai i Le Si at r- of a ner Print Owner's Name b *C 1 CK Per) Sworn to and subscribed before me this Notary Public Print Notary's Nam My commission expires: 123.01 -52 PAGE 4 5/08 Prepared by 6 A,\ 1 _ JtLt < Address: 190 t Wr _ 3 3 4 : 1 9 1 6 1 e q