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RF-11-1778
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 164893 Permit Number: RF -9 -11 -1778 Scheduled Inspection Date: January 06, 2012 Inspector: Bruhn, Norman Owner: LOFFREDO, STEPHEN Job Address: 317 NE 102 Street Miami Shores, FL Project: <NONE> Contractor: JOHN BUSTA ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060135060 Phone: (305)757 -7620 Building Department Comments RE -ROOF TILE OFF AND INSTALL NEW CONCRETE ROLL TILE Passede Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments January 05, 2012 For Inspections please call: (305)762 -4949 Page 2 of 19 AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. 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: I ' : �°.� �! . certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B -3.047 F.A.C. Qualifying Agent Signature of Qualifying Agent Print Name STATE OF FLORIDA COUNTY OF MIAMI -DADE Sworn to and subscribed before me this day of , 20 (SEAL) Personally known or Produced Identification ,,,,,, ,,,,,,, LORRAINE KELLER ° Ill Notary Public - State of Florida .s My Comm. Expires Apr 18, 2014 ��,4' Commission # DO 9662S3 �` �,,,,,, � Bonded Through National Notary Assn. CADocvmms and SeomgeMel My DocumemeSWhsticsampin ?Mooring Affidavit Compliance-9 2607Fillablc.doc CIVIL ENGINEER Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel : 305 - 823 - 8008/ 305 - 397 -6414 Fax: 305-823-3300 / 305-884-8834 Website: www reilehengineering.com January 05, 2012 John Busta Roofing 300 Northeast 91 Street Miami Shores, Florida 33138-3130 Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 317 Northeast 102 Street Miami, Florida Information provided by client: Permit Number: RF9111778 Date Completion: December 21, 2011 Roofing Contractor: John Busta Roofing Project Number: 12 -0006 (Testing Laboratory Certificate #12- 0715.04) In accordance with your request and authorization, a representative ofReileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be concrete /clay Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our test results, we conclude' that the installation ofthe roc!, t meets the test requirement outlined in the above- mentioned protocol. At test report for your review. ite e above referenced project ed please find a copy ofour Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation Mohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 317 Northeast 102 Street Miami, Florida Reileh Engineering Corporation -- Project Number - 12 -0006 — Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 317 Northeast 102 Street Miami, Florida Project Number: 12 -0006 Test Dumber 1 Test Load (lb 35 Test Status Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass Reileh Engineering Corporation -- Project Number - 12 -0006 — Page 3 of 5 24 Test Load (lbf) 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass Reileh Engineering Corporation -- Project Number - 12 -0006 — Page 4 of 5 Test Number 52 Test Load (lbi) 35 Pass 53 35 Pass 54 35 Pass Test 1 -10 Comer, 11 -17 Ridge Caps, 18 -28 Perimeter, 29 -54 Field Reileh Engineering Corporation -- Project Number - 12 -0006 — Page 5 of 5 42' 109 25 8 7 e 24 25 40 57 41 42 59 0 54 36 22 2 20 19 6 5 53 5 50 52 51 0 35 30 52 15 � IB 35 51 49 43 45 41 0 0 46 45 44 26 28 21 4 3 60' 1E51" 111.E PmIMmf? - 800 5F O k119a CAP f 5T ILOCA11ON FM-I9 = 26 CON 50 SF COt;N�r? f? = 10 I VIMM 17I51'ANC, a - 3' L. P NOTES 1-005r 111- P117a CAP - 7 C0 NAP AMA = 5'X 3' 12-0006 APF' OX, f;OOF 1151 LOCATIONS ANn 121M510N5 *iI', lef} ns� • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 57(0 SEP282011 BUILDING Permit No. PERMIT APPLICATION FBC MEP Permit Type (circle): Building ( % Owner's Name (Fee Simple Titleholder) Sl ep n O i cm Q. L o`Cr 'tI C 0 Phone # (3 ) 757 - 8115 Owner's Address •17 Al If. lay, A City tickvhi $IAncfs State rl. Zip 338F-02i/01g Tenant/Lessee Name Phone # Roofing Master Permit No. Job Address (where the work is being done) City Miami Shores Village County FOLIO / PARCEL # 11 -. 3xO6 - WS- 5066 31`7 ME I Od 5+ Is Building Historically Designated YES Contractor's Company Name Contractor's Address City Nicol1 5110t es State FL Zip Miami -Dade Zip 3130- - aya$ NO ?C gtt +q Roaf 1 Tv1 C 300 1JE 9! S+ Phone# (305) 75r7- t76ao Qualifier Name .S01114 Bu S 4 Q Phone # 33137 (30,5")- iq1 -4699 State Certificate or Registration No. C CC 05$ OLI $ Certificate of Competency No. Architect/Engineer's Name (if applicable) Val af.�Vorkygr this Permit' Typ i°R:""dcition ❑Alteration r r Describe Work: ge - R�o©r � l T 1 e of t Square / Linear Footage Of Work: aNew] Repair/Replace ID Demolition ims -611 (Jew co✓1cre-h? toll +IJP * * * * * * * *: * * * * * * ** * * * * * * ** *** ** * ** * * * * ** Fees************* * * * * *** * ** * * * * * * * * * *** * ** ** * * ** Submittal Fee $ Permit Fee $ 00 0'1 Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ la • 4C) CCF $ Technology Fee $ Zoning $ CO /CC See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip •_ ,e. s 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 wor 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 which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will nisi. se appr. F d and a rei pen fee will be charged. Signature �-'�i 4/. Signature Owner or Agent , Contractor The foregoing instrument was acknowledged before me this ( The foregoing instrument was acknowledged �before mme this day of ` Z . , 20 , by w o is personally known to or who has produced day of4 , 20 \\ , by wkris personally known t .._._ . As i • NOTARY PUBLIC: Sign: Print: • • . 1 e ateilt ' fu Se of kntla • p My Comm. Expires Apr 16, 2014 ` O`4- Commission # 0n s '",it .0 Boded Throua^ ! 966? 3 ,n I�c>0 (2 A-il\E I lcPi- My Commission Expires: � '-- t (p( (Lf APPLICATION APPROVED BY: (Revised 07/10/07) P„ t NOTA' �. Sign: Print: iga aid who did take an oath. LORRAINE KELLER Notary Public - State of Florida My Comm. Expires Apr 16, 2014 Commission # ,' , 96 5 e6A b � . I i(:..e Ar % p1 My Commission Expires: t(ai Plans Examiner Engineer Zoning Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: cam. Property Address: _.-7/ Roofing Permit Number: Dear Building Official: Date: , : 7 certify that I am not required to retrofit the roof to wall connections of my building because: «r; The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this toL day of LORRAINE KELLER Notary Public - State of Florida • My Comm. Expires Apr 16. 2014 �- Commission # 00 966253 Banded Through National Notary Assn. Notary Public, Sate of Florida at Large aLz • When the Just valuation of the structure for purpose of ad valorem taxation Is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Property Information Map My Home Miami -Dade County, Florida Page 1 of 1 Property Information Map Aerial Photography - 2009 0 w 28 ft -,is map was created on 9/28/2011 11:40:59 AM for reference purposes only, Web, Sjie © 2002 Miami -Dade County. Ail rights reserved. Summary Details: Folio No.: 1000 SINGLE FAMILY RESIDENCE _11-3206-013-5060 Pro.ert • 317 NE 102 ST Mailing STEPHEN K LOFFREDO &W ddress: DIANE Livin• Units: 317 NE 102 ST MIAMI •d S. Footage: SHORES FL Lot Size: 33138 -2428 Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 2/2 Floors: 1 Livin• Units: 1 •d S. Footage: 2,059 Lot Size: 8,700 SQ FT Year Built: 1949 $50,000/ $74,358 MIAMI SHORES SEC 1 City: AMD PB 10 -70 LOT 15 & Legal W1/2 LOT 16 BLK 37 Description: LOT SIZE 75.000 X 116 OR 13920 -1696 1288 1 OR 13920 -1696 1288 00 Assessment Information: ear: 2011 2010 Land Value: $108,875 $135,916 Buildin. Value: $155,969 $155,969 Market Value: $264,844 $291,885 assessed Value: $124,358 $122,521 Exemption Information: ear: 2011 2010 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2011 2010 Sales Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $74,358 $50,000/ $72,521 County: $50,000/ $74,358 $50,000/ $72,521 City: $50,000/ $74,358 $50,000/ $72,521 School Board: $25,000/ $99,358 $25,000/ $97,521 Sale Information: Sale Date: 12/1988 Sale Amount: $102,000 Sale O /R: 13920 -1696 Sales Qualification Sales which are qualified Description: View Hdditional Sales http: / /gisims2.miamidade .goy /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 9/28/2011 Florida Building Code Edition 2002 HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION SEP 2 8 Nil tea. OOOOOOOOOO Section A (General Information) Master Permit No. Or 11 'AM ¥ Process No. Contractor's Name J�n U(AST(,I '\Odi!IQ arc 319 ?t 10X 54 Job Address Roof Category / _ Mechanically Fastened Tile v Mortar /Adhesive Set Tile Metal Panel/Shingles _ Wood Shingles/Shakes Prescriptive BUR -RAS 150 Roof Type Re- roofing _ Recovering Repair _ Maintenance Roof System Information Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 1 00 r3a4(1 ,g3 67 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels; clearly identify dimensions of elevated pressure zones and location of parapets. 61 t\H 1 Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT 04iS /3,Afqi SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Florida Building Code Edition 2002 HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION Section C (Low Sloped Roof System) Fastener Spacing for Anchor/Base Sheet Attachment Field: ' "o/c @ laps & 3 ,ro /c ws @ "o Perimeter: v "o/c @ laps & `7 rows @ 6 "o/c Comer. 5 "o /c @ laps & 5 rows @ 6 "o/c Number of Fasteners Per n Insulation Board /n� Field Au Ac Perimeter I% pi- Corner i //T Fill in the specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer. Po !y q 1 Gr S j NOA No: 0 7 " 0029.1 16 Design Wind Pressures, From RAS 128 or Calculations: Pmaxl ' 5 Pmax 2:47 /. 3 Pmax 3: ' 131.11 Maximum Design Pressure, From the Specific NOA System: Deck: Type: P Iy W OO A II ? Gauge/1'hichness: 5i? Slope: It ns bct se &Z (t PI y) Anchor/Base Sheet & No. of Ply(s): 1 tig }n }z to (t Pi) Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, , Material AnchorBase hee sl t r onding Material: 'a Thickness, Fastener Type, Fastener Spacing tlec�p "� I h,1� I �/ �r S Anil 4 1 Sk ` ,i ((VI Or: Submit Manufacturers Details that Comply with SPn r ect O.0 in 4ie a $ ' O.(. j 3 ro s RAS -111 and Chapter 16 Insulation Base Layer. NdA r Base Insulation Size and Thickness OA Illustrate Components Noted and Details As Applicable: Woodblocking, Gutter, Edge Terminations, Stripping, , Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - flashing„ Coping, Etc. Base Insulation Fastener /B ing Material: Top Insulation Layer: wfk Top Insulation Size and Thickness: VI /A Top Insulation FastenerBoft Material: Base Sheet(s) & No. of Ply(s): gee 01LJ€ cncl1ae Shee Base Sheet arri nding Material: Ply Sheet(s) & No. of Ply(s): 6ts-fat ley °Y (1 ply) Ply Sheetsel er/l online eatprial: Top Ply: Eigs�oi�ex SA - P FR (• fly) Top Ply asteper (Zig M ad terial: Se I Surfacing: a{��� /// gluda -k StiP - F(a �P ( E1a +o-0 5A-Ai 1 (�o E 641 blSQ P $� 95 use Parapet Wall Height Ft MennRoefHeight /U Ft. Florida Building Code Edition 2002 HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION Section D (Steep Sloped Roof System) Roof System Manufacturer: 1.40Atei Notice of Acceptance Number: 07 " 10 a 3. 0 q Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: 1-1(1 (7 P2: 100.6 P3: 100.6 Maximum Design Wind Pressure (From the NOA Specific System): Method of tile attachment: tics 1'oLi TOQiM Steep Sloped Roof System Description Deck Type: D'' V AO1I1 f Underlayment Type: A S ni p 16 Type IT LLf .3 0 Insulation: N/A Fire Barrier: N' Roof Slope :12 Ridge Ventilation? tk Mean Roof Height: R.S. 01s 6'' O.( r(�' Fastener Type & Spacing: (� 1t& d (v � 2 � ►0.1. 1 qty 81011 AdhesiveType: Se If- l li m d Type Cap Sheet: P01 D 13 -II' k T14 pia Roof Covering: ; E�EiQ( i l i' ° ('1 11\ 6101 . ` kt 4 Type & Size Dri Edge: �akani2P� wti�-t o16 . Florida Building Code Edition 2002 HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION SECTION E (Tile Calculations) For moment based tile systems, chose either Method for 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. Pt: P2: P3: Lab x ID0.6 x). 1 DO (2 x X Method 1 "Moment Based Tile Calculations Per RAS 127" c26 = 13 )76 ) -Mg: S • q7 = Mr:: 7 = aLi. 67 ) -Mg: S -C7 = Mrt: 35.06 = a •OC ) -Mg: 5-Lii =Mrt: 3g, 06 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below: NOA Mf: yf-S NOA Ms. 4S.5" NOA Mf: L1S5 NOA Mf: Mr Required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *This table 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. Compare 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 "Uplift Based Tile Calculations Per RAS 127" (P1: x 1: = x w: ) - w: x cos 0: = Fri: (P2: x l: = x w: ) - w: x cos 0: = Fr2 (P3: x1: = xw: ) -W: xcos0: =Fr3 Where to Obtain Information NOA F': NOA F': NOA F': Description Symbol Where to Find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by a P.E. based on ASCE 7 Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier a, NOA Restoring Moment due to Gravity Mg NOA Attachment Resistance Mr NOA Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions I= length w = width NOA All calculations must be submitted to the Building Official at the time of permit application. City of Lauderdale Lakes MIAMI BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) 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 Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Vanguard Roll Concrete Roof Tide 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 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Low Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Vanguard Roll Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by AuPlicant Monier Lifetile LLC Vanguard Roll Tile Trim Pieces Test Dimensions Specifications 1= 16 -1/2" TAS 112 w = 13" %2" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Aeencv Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies TAS 112 Test Identifier Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report 7161 -03 Static Uplift Testing Appendix III PA 102 & PA 102(A) 7161 -03 Wind Tunnel Testing Appendix II PA 108 (Nail -On) P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails 94 -060B Static Uplift Testing PA 101 (Adhesive Set) 94-084 Static Uplift Testing PA 101 (Mortar Set) P0631 -01 Wind Tunnel Testing PA 108 (Mortar Set) Date Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 2 of 7 Test Agency 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. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering Test Identifier Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -76 ❑ 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations TAS -112 Test Name/Report Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik-Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 Date Aug. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 August 2007 March 1995 February 1996 April 1996 December 1996 October 2007 April 1999 June 2007 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 3 of 7 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 perfonned in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Vanguard Roll 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 (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Vanguard Roll Tile 9.2 1.38 1.08 Table 2: Aerodynamic Multipliers - X I ft3) Tile Profile R. (ft 3) Batten Application X (ft3) Direct Deck Application Monier Lifetile Vanguard-Roll Tile 0.266 0.289 Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 2":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Vanguard Roll Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.30 6.03 5.24 5.97 5.16 5.87 5.05 5.75 4.92 5.60 4.78 5.44 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) - for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens _ Monier Lifetile Vanguard Roll Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 _ 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 6: Attachment Resistance Expressed as a Moment Mf (ft Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Vanguard Roll Tile Adhesive' 26.1` 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TleBond Polyfoam Produ Inc. Average weight Average weight per patty 11.4 grams. r patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Vanguard Roll Tile Polyfoam PolyProTm 86,61' Polyfoam PolyProT"" 45.54 3 Large paddy placement of 54grams of PolyProT''. 4 Medium paddy placement of 24grams of PolyProT". NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 5 of 7 Table 8: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Vanguard Roll Tile Mortar Sets 20.60 5 See specific mortar manufacturers Notice of Acceptance 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement "Miami -Dade County Product Control Approved ". VANGUARD ROLL MONIERLIFETILE LLC, VANGUARD ROLL TILE IDENTIFICATION MARK (POMPANO, 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.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 6 of 7 PROFILE DRAWING MONIER LIFETILE VANGUARD ROLL CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 7 of 7 P RAMI-[a14DE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mlamidade.aovibuildina/ 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: Polypro® AH160 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 renews NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofmg Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not 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 AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: roduc Polypro Dimensions Specifications AH160 N/A TAS 101 Foampro ®RTF1000 N/A ProPack® 30 & 100 N/A Product Descriu OA 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 Moisture Vapor Transmission Dimensional Stability Closed Cell Content 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 PS1 Parallel to rise 12 PS1 Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change ® -40° F., 2 weeks +6.0% Volume Change ®158°F., 100% Humidity, 2 weeks 86% Note: The physical properties Bated above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test AMencv Test Identifier Test Name/Renart agg, 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 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2 -1 TAS 101 10/23/98 528454 -9 -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 LINIITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 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. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. _W 2 F'— MS NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 INSTALLATION: 1. Polypro AH160 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® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 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® AH160 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 _ Placement Detail Single Paddy Weight Min. Two Paddy Weight per paddy Min. ms Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro't AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY t) Moo enough edhostiot eaten 1Troxt Op l$4.5for square b+ahes Incanted Oh tbapanCo \steeP Pall epp1 Tura Lad a112111I Fromadsge cover ttle. 1a Then Install the tk, Undsdayment 1 Nall ihrmrgh ptea8c ant of hoono COare6 COW tile. Abut Wow' pe Boru rae oof +' �� Optional pentllea rmtiloaei �dcovertUeaere on uabeteave tae iila War Eon doom Weephete Folds *rim shown) NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 Nall through plastic cement ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Paddy (Beneath Tits) Nall through plastic cement Underinymsnt Eave Closure Fascia Weophole Eave closure Drip edge Nail through plastic cement Underiayment NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy (between tile) Paddy (under tiio) • rtn. x 3 in. Single paddy on under - layment Single paddy under Me Single paddy on top of tile coulee it X7 In. medium size paddy save Fascia course only Nall through plastic cement Nall through plastic cement Underlaymant Single paddy on under - layment Single paddy under Me Single paddy between tile 2 In. x 71n. medium else paddy eave course only In.x3in. 4 in. Sbhgle paddy on top of the Course Pestle Weeptlole Eave closure Drip edge Single paddy between tile �e' 31n.x 3 It Single paddy on underiayment Single paddy on top of tile Eave Cowee EaveClosure 2 In. x 7 In. medium Fasciixe paddy save course only a END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05 /10/12 Approval Date: 04/14/11 Page 7 of 7 M IAMI.DADIE 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 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 'w1 'v'� 41 .uup a <d 4r ➢oi➢ai lu�.1_ °,geWi ii to aYl�7dd �,i 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: Polyglass Polystick Underla-yrents 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 renews and revises NOA # 09- 0806.07 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.: 11- 0601.10 Expiration Date: 09113116 Approval Date: 09/15/11 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub - Category: Underlayment Material: SBS , APP Self- Adhering Modified Bitumen 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 with surface printing) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 MIAMI•DADE COUNTY APPROVED Dimensions Roll: 65'8" x 3'33/8" 60 mils thick Roll: 65' x 3'32/8" Or 65' x 3' 80 mils thick Roll: 32' 10" x 3'33/8' 100 mils thick Roll: 65' x 3'33/8' 80 mils thick Roll: 32'10" x 3'33/8' 130 mils thick Roll: 61' x 3'33/8' 60 mils thick Test Product Specification Description TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefmic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 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. Anon- 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. A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 2 of 8 PRODUCTS DESCRIPTION: Product Polystick Dual Pro Manufacturing Location #2 Dimensions Roll: 61' x 3'3-3/8" 60 mils thick MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. MIAMI•DADE COUNTY APPROVED Test Specification ASTM D 1970 Test Identifier 11756.04.01 -1 11756.08.01 -1 02202.08.05 P5110.08.07 P10870.09.08 -R1 P10870.04.09 P33360.06.10 P33370.03.11 P36900.09.11 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 Product Description A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane, specific for use as a high temperature underlayment. Designed as a metal roofing. Test Name/Report TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D1970 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 07/01/10 03/02/11 09/01/11 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 NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: 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) Membrane: Polystick membranes self - adhered. Surfacing: 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 eave, 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 surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current 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. MIAMI•DADE COUNTY APPROVED NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, and Tile Pro 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. Dual Pro may be used in all the previous assemblies listed except roof tile systems. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (days) Polystick MTS MTS IR -Xe TU TU Plus TU P Tile Pro Dual Pro Winter Haven, FL. 180 180 180 180 180 180 180 Hazelton, PA. N/A 30 30 180 N/A N/A N/A 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 file 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, and Tile Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof rile 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 file 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, Tile Pro 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. Battens are required for both loading and installation of tiles at all times. MIAMI-DADE COUNTY APPROVED NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 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. 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro 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. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMI DADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. MIAMI•DADE COUNTY APPROVED NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, 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, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 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'/4 "/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 401bs 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. MIAMI•DADE COUNTY APPROVED NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 14. 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 RECOMMENDATIONS. END OF THIS ACCEPTANCE MIAMI-DADE COUNTY APPROVED NOA No.: 11- 0601.10 Expiration Date: 09 /13/16 Approval Date: 09/15/11 Page 8 of 8 M I A M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration 'date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Self - Adhered Roof System over 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- 0822.10 and consists of pages 1 through 20. The submitted documentation was•reviewed by Jorge L. Acebo. NOA No.: 08- 0226.06 Expiration Date: 10/11/12 Approval Date: 01/28/09 Page 1 of 20 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Materials Deck Type: Maximum Design Pressure Roofing Modified Bitumen SBS /APP/TPO Wood -112.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Dimensions Specification 65' 2" x 3' 3 -3/8" ASTM D 4601 5' 2" x 3' 3 -3/8" ASTM D6164 32' 6" x 3' 3 -3/8" ASTM D 6163 Pr uct Elastobase Elastobase P Elastoflex SA V Vent Elastoflex SA V FR Elastoflex SA V Elastoflex SA P FR Elastoflex SA P Polyflex SA P Polyflex SA P FR Polyfresko SBS SAP Polyfresko SBS SAP FR Polyfresko APP I SAP APPROVED 32' 6" x 3' 3 -3/8" 32' 6" x 3' 3 -3/8" 32' 6" x 3' 3 -3/8" 32' 6" x 3' 3 -3/8" 32' 6" x 3' 3-3/8" 32' 6" x 3' 3-3/8" ASTM D 6163 ASTM D 6163 ASTM D 6164 ASTM D 6164 ASTM D 6222 ASTM D 6222 32' 6" x 3' 3 -3/8" ASTM D 6164 32' 6" x 3' 3 -3/8" ASTM D 6164 32' 6" x 3' 3-3/8" ASTM D 6222 Product Description. SBS modified asphalt coated fiberglass reinforced base sheet. SBS modified asphalt coated polyester reinforced base sheet. Partially self - adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a smooth top surface. Self - adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a smooth top surface. Self- adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a smooth top surface. Self - adhered, polyester reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self- adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self - adhered, polyester reinforced, APP modified bitumen membrane with a self - adhering back face and a granule top surface. Self - adhered, polyester reinforced, APP modified bitumen membrane with a self- adhering back face and a granule top surface. Self-adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self - adhered, polyester reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self- adhered, polyester reinforced, APP modified bitumen membrane with a self - adhering back face and a granule top surface. NOA No.: 08- 0226.06 Expiration Date: 10/11/12 Approval Date: 01/28/09 Page 2 of 20 product Polyfresko APP SAP FR PolyKool PolyBianko Cold Process Adhesive PG 100 Asphalt Primer PG350 Mod Bit Adhesive PG400 Plastic Roof Cement PG425 Wet/Dry Roof Cement PG450 Flashing Cement PG500 MB Flashing Cement Polyplus 35 Premium Mod Bit Adhesive Polyplus 45 Premium Flashing Cement Polyplus 50 Premium MB Flashing Cement Polyplus 55 Premium Modified Flashing Cement Dimensions 32' 6" x 3' 33/8" 32' 10" x 3' 33/8" 32' 10" x 3' 3 -3/8" 1, 3, 5, 50, 55 gal. or tube I, 3, 5, 50, 55 gal, tube or 17 oz. spray can 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. • or tube 1, 3, 5, 50, 55 gal. or tube I, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube Test Specification ASTM D 6222 ASTM D6222 Type I ASTM D6222 Type I ASTM D3019 Type III ASTM D41 ASTM D3019 Type III ASTM D4586 ASTM D3409 ASTM D4586 ASTM D3409 ASTM D4586 ASTM D4586 ASTM D3019 Type III ASTM D4586 ASTM D4586 ASTM D4586 Product Description Self - adhered, polyester reinforced, APP modified bitumen membrane with a self - adhering back face and a granule top surface. Self- adhered, polyester reinforced, APP modified bitumen membrane with a self - adhering back face and a white film laminate on the top surface. Self- adhered, polyester reinforced, APP modified bitumen membrane with a self - adhering back face and a white film laminate on the top surface. A fibered cold process adhesive for use with roll or BUR roofing. A penetrating solution of solvent and a blend of selected asphalts used to promote adhesion. A fibered rubberized adhesive designed for use with modified bitumen membranes. A thick, fibered, rubberized flashing cement for use in dry or damp conditions. A thick, fibered, rubberized flashing cement for use in dry or damp conditions. A thick, fibered, rubberized flashing cement. A thick, fibered, rubberized flashing cement for use with modified bitumen membranes. A fibered rubberized adhesive designed for use with modified bitumen membranes. A thick, fibered, rubberized flashing cement. A thick, fibered, rubberized flashing cement for use with modified bitumen membranes. A mastic compound for use as a roof flashing adhesive. NOA No.: 08- 0226,06 Expiration Date: 10/11/12 Approval Date: 01/28/09 Page 3 of 20 APPROVED INSULATIONS: Product Name Polytherm, POLYTHBRM A 1 Polytherm Composite ACFoam II ACFoam III High Density Wood Fiberboard Perlite Insulation Type X Gypsum Dens -Deck, Dens -Deck Prime H- Shield H- Shield CG ENRGY -3, JM ISO 3 Fesco Board Multi-Max, Multi-Max FA Securock APPROVED FASTENERS: Fastener Number Product Name 1. Dekfast Fasteners #12, #14 & #15 2. Dekfast Hex Plate 3. Dekfast Lock Plate 4. #12 & #14 Roofgrip 5. Metal Plate 6. Plastic Plate 7. Insul -Fixx HD Fastener TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanuratelperlite composite insulation. Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board Fire resistant rated gypsum. Gypsum insulation board Polyisocyanurate foam insulation Polyisocyanurate/perlite composite insulation Polyisocyanurate foam insulation Expanded mineral fiber Polyisocyanurate foam insulation Fiber reinforced coverboatd TABLE 3 Product Description Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Manufacturer (With Current NOA) Polyglass USA, Inc. Polyglass USA, Inc. Atlas Energy Products Atlas Energy Products Generic Generic Generic Georgia- Pacific Hunter Panels, LLC Hunter Panels, LLC Johns Manville Corp. Johns Manville Corp. RMax, Inc. USG Manufacturer Dimensions (With Current NOA) SFS Intec 2 7 /g" X 3'A" Polypropylene locking 3" x 3 'A" plate. Insulation and membrane Various fastener Galvalume AZ50 stress 3" square plate Polyethylene stress1 plate 3.2" round Insulation fastener for steel Various and wood decks SFS Intec SFS Intec OMG OMG OMG SFS Intec NOA No.: 08. 0226.06 Expiration Date: 10/11/12 Approval Date: 01/28/09 Page 4 of 20 APPROVED FASTENERS: Fastener Number Product Name ' 8. Insul -Fixx S 9. Insul -Fixx P 10. Tru -Fast HD 11. Tru -Fast Plates 12. Tru -Fast Plates APPROVED SURFACING: Product Name P0200 Non - Fibered Roof Coating PG300 Fibered Roof Coating PG600 Non - Fibered Aluminum Roof Coating PG650 Fibered Aluminum Roof Coating PG700 White Reflective Roof Coating PG800 Non - Fibered Asphalt Emulsion Roof Coating PG850 Fibered Asphalt Emulsion Roof Coating Polyplus 65 Premium Fibered Aluminum Roof Coating TABLE 3 Product Description Galvalume AZ55 stress plate Polyethylene stress plate Insulation fastener for steel and wood decks Galvalume AZ55 steel plate Polyethylene plastic plate TABLE 4 Product Description A non fibered asphaltic coating used to add life and rejuvenate existing BUR roofing substrates. An asphalt cutback fibered roof 11/2-2 gal/sq coating. May be applied by brush or spray equipment to rejuvenate aged BUR Non- fibered aluminum roof coating. Dimensions 3" round 3" round 3" round 3" round Application Rate 11/2-2 gal /sq Fibered aluminum roof coating. Manufacturer (With Current NOA) SFS Intec SFS Intec The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. Specification Manufacturer TAS 140 Polyglass USA, Inc. ASTM D4479 '/24 gal/sq ASTM D2824 Type I - 11/2-2 gal/sq ASTM D2824 Type III A premium white elastomeric 1 -11/2 gal/sq acrylic based roof coating (water - based). A polyester fabric may be used for reinforcement with this coating. An asphalt base, un- fibered clay 3 gal/sq in emulsion two coats An asphalt base, fibered clay 3 gal/sq in emulsion two coats Fibered aluminum roof coating. 11/2-2 gal/sq ASTM D6083 Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. ASTM D1227 Polyglass USA, Inc. ASTM D1227 Polyglass USA, Inc. ASTM D2824 Polyglass Type III USA, Inc. NOA No.: 08- 0226.06 Expiration Date: 10/11 /12 Approval Date: 01/28/09 Page 5 of 20 APPROVED SURFACING: Product Name Polyplus 60 Premium Non-Fibered Aluminum Roof Coating Polybrite 70 White Elastomeric Roof Coating Mule -Hide 111 Non - Fibrated Roof Coating Mule -Hide 102 Fibrated Roof Coating Mule -Hide 416 Standard Non - Fibrated Aluminum Roof Coating Mule -Hide 406 Standard Fibrated Aluminum Roof Coating Mule -Hide 401 Premium Fibrated Aluminum Roof Coating Mule -Hide 410 Premium Non Fibrated Aluminum Roof Coating Mule -Hide 311 Emulsion Non - Fibrated Mule -Hide 301 Emulsion Fibrated Gravel Slag APPROVED TABLE 4 Product Description Non- fibered aluminum roof coating. A premium white elastomeric acrylic based roof coating (water - based). A polyester fabric may be used for reinforcement with this coating. Anon- fibrated asphaltic coating used to add life and rejuvenate existing BUR roofing substrates. An asphalt cutback fibered roof coating. May be applied by brush or spray equipment to rejuvenate aged BUR Non- Fbrated aluminum roof coating. Fibrated aluminum roof coating. Fibrated aluminum roof coating. Non - fbrated aluminum roof coating. An asphalt base, un- fibered clay emulsion An asphalt base, fibered clay emulsion To be installed in a flood coat of approved asphalt at 60 Ibs/sq To be installed in a flood coat of approved asphalt at 60 Ibs/sq Application Specification Manufacturer Rate 14-1 gal /sq ASTM D2824 Type I 1-11/2 gal/sq ASTM D6083 11/2-2 gal/sq TAS 140 1 1/2-2 gal/sq ASTM D4479 Y2-1 gal/sq ASTM D2824 Type I 1 Y2-2 gal/sq ASTM D2824 Type III 11/2-2 gal/sq ASTM D2824 Type in Polyglass USA, Inc. Polyglass USA, Inc. Mule -Hide Products Co., Inc. Mule -Hide Products Co., Inc. Mule -Hide Products Co., Inc. Mule -Hide Products Co., Inc. Mule -Hide Products Co., Inc. V2-I gal/sq ASTM D2824 Mule -Hide Type I Products Co., Inc. 3 gal/sq in two coats 3 gal /sq in two coats 400 lbs/sq 300 lbs/sq ASTM D1227 ASTM D1227 N/A Mule -Hide Products Co., Inc. Mule -Hide Products Co., Inc. Generic N/A Generic NOA No.: 08- 0226.06 Expiration Date: 10/11/12 Approval Date: 01/28/09 Page 6 of 20 EVIDENCE SUBM[TTED: Test Amino' Test Name/Report Resort No. 1, ?fig Factory Mutual Research 4470 J.I.3001334 02.15.00 Corporation 4470 J.I.3000857 01.12.00 4470 J.Y. 3004091 01.12.00 Underwriters Laboratory TAS 114 00NK20869 06.08.00 Trinity 1 ERD TAS 114 11751.05.03 05.30.03 TAS 114 11758.08.03 08.11.03 TAS 114 P1738.02.07 02.05.07 TAS 117(B) -ASTM D903 020841.06.04 06.02.04 TAS 114 11757.12.00 -1 12.01.00 TAS 114 11757.04.01 -1 04.27.01 TAS 114 4 P9260.03.08 03.21.08 TAS 114 -J P7860SC.11.08 11.30.07 TAS 117(B) -ASTM D6862 C8500SC.11.07 11.30.07 ASTM D6164 / ASTM D6222 P10490.08.08 08.13.08 ASTM D6164 / ASTM D6222 P10490.10.08 -R1 10.03.08 ASTM D6222 P7400.03.08 -R1 04.04.08 TAS 114(D) — ASTM DI 876 P10070.10.08 10.09.08 ASTM D6222 P10490.10.08 -2 10.30.08 PRI Asphalt Technologies ASTM D6222 PUSA - 061 -02-02 01.28.08 ASTM D6222 PUSA- 062 -02-02 12.04.08 ASTM D6163. PUSA- 064-02 -02 02.27.08 - APPROVED NOA No.: 08- 0226.06 Expiration Date: 10 /11/12 Approval Date: 01/28/09 Page 7 of 20 Deck Type 1: Wood, Non - insulated Deck Description: i9 /" or greater plywood or wood plank. System Type E(3): Base sheet itmechanically attached to roof deck. All General and System Limitations apply. Base Sheet: Fastening #1: Fastening #2: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Deck Type 1: Deck Description: System Type E(4): One ply of Elastobase or Elastobase P fastened to the deck as described below: Attach base sheet using 11 ga. annular 'ring shank and 1 -5/8" diameter tin caps spaced 8" o.c. in a 4" lap and 8" o.c. in three equally spaced staggered rows in the center of the sheet. Attach base sheet using Buildex Roofgrip Fasteners and Flat Bottom Plates, Dekfast #14 with Hex Plates or Tru -Fast HD with MP -3 Plates spaced 12" o.c. in a 4" lap. and 12" o.c. in two equally spaced staggered rows in the center of the sheet. One or more plies of Elastoflex SA V or Elastoflex SA V FR self-adhered. One ply of Polyfresko SBS SAP, Polyfresko SBS SAP FR, Polyfresko APP SAP, Polyfresko APP SAP FR, Elastoflex SA P, Elastoflex SA P FR, Polyflex SA P, PolyBianko, PolyKool or Polyflex SA P FR self adhered. (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. -52.5 psf; (See General limitation #7.). Wood, Non- Insiilated 19 /82" or greater plywood or wood plank, fastened to supports spaced 24" o.c. and to blocking members spaced 48" o.c. with TruFast TP #10x2 -7/8" screws spaced 6" o.c. Base sheet is mechanically attached to roof deck. All General and System Limitations apply. Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing Maximum Design Pressure: One ply of Elastobase or Elastobase P fastened to the deck as described below: Attach base sheet using 12 ga. ring shank nails and tin caps spaced 4" o.c. in a 4" lap and 4" o.c. in four equally spaced staggered rows in the center of the sheet. One or more plies of Elastoflex SA V or Elastoflex SA V FR self- adhered. One ply of Polyfresko SBS SAP, Polyfresko SBS SAP FR, Elastoflex SA P, Elastoflex SA P FR, Elastoflex SA PG self adhered. (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. -97.5 psf; (See General limitation #7.) NOA No.: 08- 0226.06 Expiration Date: 10/11/12 Approval Date: 01/28/09 Page 18 of 20 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. 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 Ibs.sq., or mechanically attached using the fastening pattern of the top Layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter, circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each 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 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 2751bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 2751bf. 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 Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer 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 comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) t�..a • APPROVED 1 END OF THIS ACCEPTANCE NOA No.: 08- 0226.06 Expiration Date: 10/11 /12 Approval Date: 01/28/09 Page 20 of 20 Community Development Department BUILDING SERVICES DIVISION Owner's Notification for Roofing Permits issued under the Florida Building Code Section 1524 - High Velocity Hurricane Zones Required Owners Notification for Roofing Considerations 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. s1. 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. :a 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). P• 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. P. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water The current roof system and/or deck of the building may not drain well and ay cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 1. Ri 6. 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. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the • • Own''r's /Agent's Signature Date Contractor's Signature NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. i i `3a 06— 013 — 0 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. 1111111 11111 11111 11111 11111 11111 111111111 1111 CFN 2011R085214,6 OR Bk 27841 Ps 1i77i (1ps? RECORDED 09/28/2011 10=13:50 i HARVEY RIJVINT CLERK OF COURT IiiI'#at1I -DARE 'COUNTYr FLORIDA LAST PAGE ,,aa Space above reserved for use of recording office 1. Legal description of property and street/address: r'114rni Shio 'e5 Sec % `I HD PR 10- 7o L.o-f- /5 6- 1 /01/o Bad I r> Aj — /0a. �j , Mrpm; S i'icres Ft 33(3 B -1-4,2 & 2. Description of improvement: 12 e - Zoe) S eggLrey. is Lo-l4recio t A-4 0I`0rie Jv✓ler 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder. eiolie n L reci 4. Contractor's name, address and phone number. fw Di 'erne 'Solevi bi.6- f a Roo l' nq ..a7✓1 G . 300 NE ter/ S-Ire 1 %%'aml, f —I_'- 383 6oS) is7-26 ?0 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upoaao Section 713.13(1)(a)7., Florida Statutes, THEREBY Name, address and phone number: 8. In addition to himself, Owners designates the following perso 713.13(1)(b), Florida Statutes. Name, address and phone number served as -_r by ;F Aillilige:r; yk.1.4Al2 ;INNIPIVIMMIe.. .4 . : 'AIM— : LD►►iI 9. Expiration date of this Notice of Commencement (the expiration date is 1 jitter from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of ' r(s)' 4,04, • _ 411 Prepared By _ --4:7',/, � � �,. �� / Print Name !, • c�i Ic Title /Office ' c l ri e( ► V STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoin • .)n ment was acknolayled• before me this day of irector/Partner /Manager Prepared By Print Name Trtle/Office By ❑ Ind vidually, or ❑ for ef�sonaiy known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIF1CATION PURSUANT TO SE TION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the . :: ted in it : re true, to the best of my knowledge and belief. Signet r Aim .WR* as ii n �� 'r'1NE KELLER rc fate of Florida °' My Comm. Expires Apr 16, 2014 .9y+'°;•` Commission 4r DD 966253 "WAro Boded Through Nafionat Notary Ass By Authonzrdgl, ' er/Di or/Partner/Manager who signed above: f