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RF-14-159
R 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 210846 Permit Number: RF -1 -14 -159 Scheduled Inspection Date: May 05, 2014 Permit Type: Inspector: Rodriguez, Jorge Inspection Type: Final. Roof Owner: BOLTON, JOHN AND JENNIFER Work Classification: Tile /Flat Job Address: 1202 NE 101 Street Miami Shores, FL Phone Number (305)754 -2136 Parcel Number 1132050210030 Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Phone: (305)953 -3333 suiiaing Department comments RE -ROOF TILE AND FLAT Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. INSPECTOR COMMENTS False Inspector Comments CREATED AS REINSPECTION FOR INSP- 206317. Valleys must be open showing metal IT May 02, 2014 For Inspections please call: (305)762 -4949 Page 15 of 26 .are F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT - INNOVATION - INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 - State of Florida ca #27273 SITE SPECIFIC INFORMATION Owner's Name: 0 Job Address: 1 '�L 0 `Z It Roofing Contractor: —0 Permit Number: Prim 14® Approximate Roof Height: feet Type of Access to Roof: Ladder Type of Tile: VLV:L Slope: ° u Approximate Square Footage: ��po ft2 OtherRequired Testing F rce: 1 35 lbs. Testing Equipment: . .E.100x Shim o Instrument Date Installed: �i 7 4 Date of Inspection: 1 TEST RESULTS P= PASS, F= FAIL ---------------------- 1Z ------------------ �=------------ - - - - -:!� ------------------------------------------------------ IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: ft Area Units or ft2 No. of Tests Perimeter 0 coo Field Q EWA Hips & Ridges k ---------------------- 1Z ------------------ �=------------ - - - - -:!� ------------------------------------------------------ IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: ft Area Units or ft2 No. of Tests Perimeter 0 coo Field Q Corners Hips & Ridges k e�'eaop®®eQp RESPE6I.Y# ED BY: C' E N ` *- 5�.. No 63107 o V 4414 RE: Permit# RF -1 -14 -159 Carlos Arocho (print name and cirde License Type) Licenset 000017889 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE :March 19, 2014 INSPECTION AFFIDAVIT licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector On or about February 27, 2 014 ,1 did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at 1202 N.E. 101 street Miami Shores, Fl 33138 (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 swom, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large March 19. YA✓1 A 201 MMM MYtxiWufiSSI0N6f -M = EXPIRE,: tktober 10, 2017 Beetled TWU NftY Wft ftWt>lers *General, Budding, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an mspedion. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection Revised on 5/21/2009 zlro j1q �z Kc L.) I 3:30 �m Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 1202 N.E. 101 St FBC 20 t3 Permit No. Master Permit No. ;�:1'4 IS City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel #: 11- 3205 - 021 -0030 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): John Bolton Phone#:( 305) 216 -2747 Address: 1202 N.E. 101 Street City: Miami Shores Ste: Fl Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company NameQuality Roofing Contractor, Inc. Phone #: ( 305) 953 -3333 Address: 13800 N.W. 1 st Avenue City: Miami State. Fl Zip: 33168 Qualifier Name: Carlos Arocho Phone#: ( 786) 367 -2029 State Certification or Registration #: RC0058627 Certificate of Competency #: 000017889 Contact Phone #: ( 305) 953 -3333 Email Address: qualityroofing88 @yahoo. c;om DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 21,000.00 Square/Linear Footage of Work: 3500sgft. Tile Type of Work: DAddition UAlteration ❑New 2Repair/Replace 100sgfbD"ion Description of Work: Reroof to a new colorthru tile and Flat Cap sheet roof. Color thru tile: Submittal Fee Scanning Fee $ Permit Fee Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $_ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State 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 s Yqect to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspeMoh which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection wiff not be approved and a reinspection fee will be charged L / Signature Owner or Agent Contractor The foreoding instrument was acknowledged before me this The foregoing instrument was acknowledged before me this�� day of 1i-n , 20 by i D �t ?2 ./ day of 20 LcL, by who is person ly known to me or who has produced who is personally own to me or who has produced As identificatipn and who did take an oath. as identification and wb6 did take an oath. NOTARY PUBLIC: / A NOTARY PUBLIC: sign: d Sign: Print: Print: My Commission Expires: ak ak aA ak'k'k ak ak � ak+k ak ak sH aR aR $a $a $a ak? APPROVED BY MARYLOO F071NM@Q My Commission Expires: MY COMMISSI(I # FF2 EXPIRES: October 10, 2017 Bonded lieu Nfty PU* IS Plans Examiner Structural Review (Revised 3 /1=012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) MY COMMSSI N # FF 059092 EXPIRES: (h ,Ym 10, 2017 Bonded lhm Noisy P-JW umlowk rs Zoning Miami Shores Village 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 Date: 11 /26/13 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: John Bolton PropertyAddress:1202 N.E. 101 St Miami Shores, Fl 33138 Roofing Permit Number. Dear Building Official: John Bolton certify that I am not required to retrofit the roof to wall connections of my building because: mThe 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) �4 Print Name mate of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above Sworn to and subscribed before me this 1 01/ day of Notary Public, Sate of Florida at Large Wco*"'' tFF ?..? Mir- When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $400.00, and the building was not construe with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to WaU connection Hurricane Mitigation. Revised on 5/21/2009 / Property Information Map Property Information Map Page 1 of 1 Aerial Photography - 2012 0 29 ft This map was created on 11/26/201310:58:52 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Clos J Summary Details: Folio No.: 11- 3205 - 021 -0030 Pro 1202 NE 101 ST <` JOHN BOLTON &W Address: r r Beds/Baths: 1202 NE 101 ST MIAMI ti HORES FL Living Units: 133138-2609 Adj Foots e: 236 Lot Size: 1,249.42 SQ FT Year Built: 1946 IAMI SHORES SEC 8 D PB 42-40 LOT 6 Legal BLK 184 A LOT SIZE Description: IRREGULAR OR 19833- 222 07 2001 1 OR 19833 -2222 070100 tl ♦ B� ,� €a,� t iM a.� -..� :r. 9 s^z i 3" tt 90 x ��k�,., t A Aerial Photography - 2012 0 29 ft This map was created on 11/26/201310:58:52 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Clos J Summary Details: Folio No.: 11- 3205 - 021 -0030 Pro 1202 NE 101 ST Mailing JOHN BOLTON &W Address: JENNIFER Beds/Baths: 1202 NE 101 ST MIAMI Floors: HORES FL Living Units: 133138-2609 Pronerly Information: Primary Zone: 1100 SGL FAMILY - and Values 301-2500 SO CLUC: 001 RESIDENTIAL - arket Value: INGLE FAMILY Beds/Baths: /2 Floors: 1 $25,000/$460,164 Living Units: 1 Adj Foots e: 236 Lot Size: 1,249.42 SQ FT Year Built: 1946 IAMI SHORES SEC 8 D PB 42-40 LOT 6 Legal BLK 184 A LOT SIZE Description: IRREGULAR OR 19833- 222 07 2001 1 OR 19833 -2222 070100 Assessment Information: ear: 2013 and Values 24_2 594 Buildin Value: $267,309 arket Value: $509,903 Value: $485164 Fxemntion Information: ear: 2013 Homestead: q $25,000 nd Homestead: YES Taxable Value Information: ear: 2013 axing Authority: Applied Exemption/ Taxable Value: Tonal: $50,000/$435,164 u $50,0001$435,164 View Additional $50,0001$435164 hool Board: 1 $25,000/$460,164 Sale e te: /2001 ale Aount: 72,500 e OX 19833 -2222 ales Qualification d ton: ales which are qualified View Additional Sales http:// gisims2 .miamidade.govlmyhomelprintmap. asp ?mapurl = http: / /gisims2.mi ade.iz... 11/26/2013 M LOW Slope ® Asphaltic Shingles `Qd�A 'S�ZoQ M�,OFAr o��s 0 toss ® Now Roof m Reroofing ® Recovering ® Repair ROOF SYSTEM INFORMATION T,, s ® Maintenance parapets. • • i • ••• 1 • • i ••• • 1 • ••• • • • • • • • • • • • ISM. •• •• • • • • . . • 2010 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High - Velocity Hurricane Zone Uniform Pennit Application Form. Section C (Low Slope Application) Surfacing: N/A Pill in specific roof assembly components and identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (If a component is not used, identify as "NA ") system Manufacturers CAF Materials Product Approval No.: 13- 0424.09 Design Wind Pressures, From RAS 128 or Calculations: P1: -42.8 P2: -71 _ 7 P3: -108 _ n Max. Design Pressure, from the specific Product Approval system: 52 9; Deck: Type: wood Gaugaahicknese: 1.X 6 Slope: • 5 Anchor/Base Sheet & No. of Ply(s): N/A Anchor/Base Sheet PastenerBonding NSA al: insulation Base Layer: N/A Base insulation Size and Thickness: N/A Base Insulation Fastener/Bonding Material: N/A Top insulation Layer. N/A Top Insulation Size and Thickness: N/A Top Insulation PastenerBonding Materla Base Sheet(s) & No. of Ply(s) : (.1) x#75 base Base She, Fastener/Sonding Material: 1 1 �4' R S nails 0 0 ' ' ' X 4 dies of ply 1V Piy•shed(s) & No. i.1$(s'1� . . . Pi Sheet VasUiter/Sbndtng Wiftetti: Type 1V moppincr asd t Top Pjt.( .� • p sheet . % . . . . % . . T Pty Fast�ner/Bdndin� Materfal: • Type 1V IllOppj nc{ghal t ... . . . • ••• • • �QA Bil�I Il�ta� j*! — :B091ING 2010 FLOP Field: 9 - pc @ Lap, # Rows 2 01--2 oc Perimeter: 6 ° oc 0 Lap, # Rows .4— L_- oc Corner: -§--u oc @ Lap, # Rows 4 @ 6 " oc Number of Fasteners Per Insulation Hoard: Field N/A Perimeter N/A Comer N/A Illustrate Components Noted and Details as Applicable: ' * - Woodbloddng, utter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. indicate: Mean •Rdof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener -Type, Fastener Spacing or Submit Manufactur- ers Details that Comply uvkth RAS 111 and Chapter 16 e �,r✓� 014 GC� eG i5 7r-7 N/A 3 `-) jAt . 11' Mean Roof Height 15.35 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES , Florida Building Code Edition 2010 High - Velocity Hurricane Zow Uniform Pennit Appliam1on Form Section ®gip Slcibid Roof Ststem) Roof Syst9M Manufacturer: Boral Roofing LLC. Notice of Acceptance Nurnberg 12 - 0 3 0 8.2 0 g,,,n,MUm � ®es#gn Wind Pressures, if Applicable (From RAS 127 or lcula r jons�. 1; -39.1 P2: _ -68.1 P& -100.7 Deck Type: I wood 1 X Type Underlayrnent: _ Roof Shope: --- - -: 1 Insulation: N/A Fire Barrier: Ridge VentilatA �tener Type & Spacing: O/C 4 R S nails " 2 N/ Adhesive Type: self adhering Mean Roof Height: -18' ....... . . . .. .. . • • • . .......... . as 0 • . .. • • . . . 95.38 i i• i iii i i• i • •• •• • • • •• •• ••• • • • ••• • • Type Cap Sheet: I Polystick TU Plus Roof Covering: Villa 900 concrete ti e Type & Size 3 X 3 2 6 ga . Drip Edge: galvanized 2010 FLORIDA BUILDING CODE — BUILDING I I • • • • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High- Velocity Hurricane Zone Uniform Permit Application Forth. Villa 900 Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or2. Compare the values for Mr with the values from Mp If the Mfvalues are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method I "Moment Based Tile Calculations Per RAS 127" (PI: 39.1 x b a�, =_11-M - Mg: L70- = Mrt -3*& Product Approval Mr 45.5 _TC dim pedly (P2: $,1x1 .9A9 = 1A_ffl-Mg:7_7n = Mpa1yy1�� /�cJ Product Approwmfd5_5i Il'fff m (P3tr100.7x 1 � =x.10, - Mg: 7.70 = Mr34 &L Product Approval M f %5 MadiM fly Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (MJ From Table Below Product Approval My Mr required Moment Resistance* Mean Root Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 412 3:12 322 34.4 36.0 37.4 39.8 4:12 30A 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 "Must be used in conjunction with a list of moment based file systems endorsed by the Broward County Board of Rules and Appeals. ForUpliRbasedtile systems useMethod3. Compared the values forF' with the values fore .IftheF'values aregreater than orequal to the Fr values, for each area of the roof, then the file attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (PI: x L - x w: = - W. x cos 8 = Fri Product Approval 7 _ (PZ: x L - x w: = _, . W: x cos 8 = Fiz Product Approval V (P3: x L - x w: _ _) - W. x oos 8 = Fr3 Product Approval V_ Where to obtain Information Description i Where to find DesipPressure P1 or P2 or P3 RAS 127TableIorbyanenghwminganalysisprepamdbyPEbasedonASCB7 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier d Product Approval Restoring Moment due to Gravity M8 Product Approval Attachment Resistance Mf Product Approval • • • i REqu Calculated • F Product Approval Required Uplift Resistance Fr Calculated • • • i Avaiage Tilp *Wghts W Product Approval i • • •' • • • i i • • • • • • Vile Dimensions i L = IWO • W = width Product Approval All calculations must be submitted to the building official at the time of permit application. ••• • • • • ••• • • • • • • • • • • • • • • • •• •• 2010't4L'OM• DA • CUI• • Lb• INWCODE - 'BUILDING 15.37 w MIAMI ; RIM MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) w w.miamidaae:eovAnera Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 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 PERA - 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. PERA 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. DESCRIPTIONf Villa 900 Concrete Roof Tile' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This reite%tJ(*1t I JJ%7t3.Q2Altl consists of pages 1 through 7. The s&mitted doUntrIa.$Q4 ,4as reviewed by Alex Tigera. • . • . • • . • .. ... .. . .. .. i WROVED ••• . • • • ••. • • NOA No.12 -��5�0 k4iration Date: 0912- 1 /16=o Approval Date: 06/2142 Page 1 of 7 T � ROOFING ASSEMBLY APPROVAL Category Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Identifier Test Product Applicant Dimensions Specifications Description Monier Lifetile LLC Villa 1= 17" TAS 112 Low profile, interlocking, high pressure extruded 900 w =13" TAS 102 & TAS 102(A) concrete roof tile equipped with one nail hole and Redland Technologies %' thick Wind Tunnel Testing double roll ribs. For direct deck or battened nail - Appendix lI TAS 108 (Nail -On) on, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use at w = varies hips, rakes, ridges and valley terminations. 94 -060B varying thickness March, 1994 Engineering, Inc. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Nutting Engineers 13343.1 TAS 112 Apr. 2006 Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix lI TAS 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails The Center for Applied 94 -060B Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94 -084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Morf&S$) :.'.: Redland Technologies P0631 -01 Wind Tunnel Vstiii'g': : : : ::1ulyP994 TAS 108 (Mortaz Set) 00 of . ••• ••• • ... . . . . ::.: ' . .. . ... . :vQrA N'o.:l:`a- 0309.20 Expiration Date: 09721/16 Approval Date: 06/21/12 • . ••• . • • far2 of7 • • • • • • • • • • . . .•. 000 . . .•. 2.2 EVIDENCE SUBMMED Test Aizeney Test Identifier Redland Technologies Letter Dated Aug. 1, 1994 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. Project No. 307025 Test #MDC -76 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations .. ..... . .. .. . ...... ... . .. ... .. . .. .. ... . . . . . . . M E • • J A ED ..• . . . • ... . . . . . . . • • • . . •.. . • . .•. • . Test Name/Report Wind Tunnel Testing TAS 108 (Nail -On) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik Drive Screw, Direct Deck) (1 Quik Drive Screw, Battens) Static Uplift Testing TAS 101 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 Restoring Moment Due to Gravity Date Aug. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1995 February 1996 April 1996 December 1996 May 2006 April 1999 April 2006 NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 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 performed in accordance with TAS 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 Villa 900 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) Villa 900 Concrete Tile 10.94 1.425 1.08 Table 2: Aerodynamic Multipliers -,% (ft) Tile Profile % (ft) Batten Application % (ft) Direct Deck Application Villa 900 Concrete Tile 0.289 0.289 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Villa 900 Concrete Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.79 7.70 6.73 7.62 6.63 7.51 6.50 7.37 6.36 7.21 ... ... . . . .. . . .... . . . . . . . • .. . . • .. ... 0.. . ... ... . ... . .. . . . . . ... .: • . :NO•A� 1e%.:.>*2-OI4 20 Expiration Date: 09721/16 Approval Date: 06/21/12 • • ••• • • • fa* -4of7 . . . . . . . . . . .... . ...... . . . ... . . . ... Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH -160. Average weight per patty 8 grams. (min 16132" plywood) (min. 19132" plywood) 4 Medium paddy placement of 24 rams of Pol ProTm. Villa 900 2 -10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 1 -10d Smooth or Screw 8.8 11.8 4.1 . . Shank Nail 2 -10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 ... . . . 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) . . . . . . 1 -10d Smooth or Screw 19.0 19.0 22.1 . Shank Nail Eave Clip) . . .. .. 00 2 -10d Smooth or Screw 35.5 35.5 34.8 ... . . Shank Nails Field Clip) ... . . 2 -10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip Table 6: Attachment Resistance Expressed as a Moment Mf (ft -lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Villa 900 Concrete Tile Adhesive 26.1 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH -160. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Villa 900 Concrete Tile 31VI 2- Component Foam Roof Tile Adhesive AH -160 86.61 31VI 2- Component Foam Roof Tile Adhesive AH -160 45.5 3 Large paddy placement of 54 rams of PoIyProTm. 4 Medium paddy placement of 24 rams of Pol ProTm. Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment .•' ..; Prafi:i*. ; ; •• Application Resistance Villa 900 Colic r £e Tilt %: '. Mortar Seto 20.60 5 See eoifi6m r rnan;factewer's Notice of Acceptance . ... . ... ... . ... . . . . . . . . . . . MI E CO ... . . . . ... . . . . . . . . . . . . . . . . . . . .. .. 00 . .. .. ... . . . ... . . NOA No.: 12- 0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved ". LABEL FOR VILLA 900 CONCRETE TILE (LOCATED ON THE UNDERSIDE OF 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. [G=T,,PPR0YED .. . . . . . :00 .. . . ... . ..... .... . • . . . • . • 00. ... . . . . ... . ... ... . ... . . . . 0 * . . ... N'b.:.$ 20 APA -0]08 Eapiratton Date: 09721/16 Approval Date: 06/21/12 . ... . . X*%%6 of 7 . . 000 . . ... . . ... 0 PROFmE DRAWING VILLA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE ....... . .. .. . ......... . .. ... .. . .... . •.. . ••• ••. . .. . • • • �M • •• •. • • • •• •• ,r- 1$A 2118" J- NOA No.: 12- 0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 7 of 7 HIAMNDADE MIAMI -DADE COUNTY - -- PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov /economy Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 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 RER - 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. RER 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:JT�olyglass P91ystick Underlayments 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 Je avail bl'�•i�r:in�pCcttoq at the job site at the request of the Building Official. . 0 : : : : : : *: . This &WsdS•X0A *I ItI229.tlemd consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. . ••• . 00: ••• . : . :0 .. . : : . r . . . . . . 0*0 see t - NOA Nw.:- t2.07aA2, rw►�xnAOe c r---' ... D __Ezpiration� ate; == 09/13f1b ; • • . . • • • • • • Approval Date: 02/14/13 : : . ; : • Page 1 of 8 ... . 00 0 000 00 . ROOFING COMPONENT APPROVAL Category Roofing Sub - Category: Underlayment Material: SBS , APP Self- Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick NITS Roll: TAS 103 A homogeneous, rubberized asphalt underlayment 65'8" x 3'3 3/8" waterproofing membrane, glass fiber reinforced Manufacturing Location 60 mils thick with polyolefmic film on the upper surface for #2 use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick IR -Xe Roll: TAS 103 and A fine granular /sand top surface self - adhering, underlayment 65' x 3933/8" ASTM D 1970 APP polymer modified, fiberglass reinforced, Manufacturing Location Or 65' x 3' bituminous sheet material for use as an #1 & #2 60 mils thick underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, APP underlayment 32'10'9 x 3'V/8" ASTM D 1970 polymer modified, fiberglass or polyester Manufacturing Location 100 mils thick reinforced, bituminous sheet material for use as #1 & #2 an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self - adhering, glass - underlayment 65' x 3'33/$" ASTM D 1970 fiber /polyester reinforced waterproofing (Surface Printing) 80 mils thick membrane. Designed as a metal roofing and roof Manufacturing Location the underlayment. #1 & #2 Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane, underlayment 32'10" x 3'33/8" ASTM D 1970 glass -fiber /polyester reinforced, with a granular Manufacturing Location 130 mils thick surface designed for use as a tile roof #2 underlayment. Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self - adhering, glass - Manufacturing Location 61' x 3'33/$" ASTM D 1970 fiber /polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and 96 * A rubberized asplyalt 0 affil0 P 0 g Manufacturing Location 61' x 3'33/8" ASTM D 1970 fiber /polyester rCWo *e:i *gfero =do44g •.. #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. . . . . .. . ... . . . . . . . . . . .... .... .. . NOA No.: 12- 0713.02 Mu►MFOApe coin O D E iration Date: 09/13/16 gp. • :4p fir(gya= Datt: 6:1'14/13 . : : :': : • l;ag$2 of 8 •• •• • • • •• •• • • • ••• . • . .•. PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and A rubberized asphalt self - adhering, polyester Manufacturing Location 65'8" x 3'3 -3/8" ASTM D 1970 reinforced waterproofmg membrane. Designed #2 60 mils thick as a a roof tile underlayment. MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test Aaencv Test Identifier Test Name/Revort Date Exterior Research & Design, LLC 11756.04.01 -1 TAS 103 04/27/01 11756.08.01 -1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity ERD P5110.08.07 TAS 103 08/29/07 P10870.09.08 -R1 TAS 103 12/04/08 P10870.04.09 TAS 103 /ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 .. P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103 /ASTM D4798 & G155 09/01/11 ••• P37300.10.11 TAS 110 /ASTM D4798 & D1970 10/19/11 P40390.08.12 -1 TAS 103 & TAS 110 08/06/12 P40390.08.12 -2 ASTM D 1623 08/07/12 0.0 P40390.10.12 ASTM D 1970 10/03/12 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA- 005 -02 -01 ASTM D 4977 01/31/02 . . PUSA- 018 -02 -01 ASTM D 2523 07/14/03 . PUSA- 035 -02 -01 TAS 103 09/29/06 PUSA- 033 -02 -01 ASTM D 1970 01/12/06 PUSA- 055 -02 -02 TAS 103 12/10/07 PUSA- 083 -02 -01 TAS 103 06/30/08 PUSA- 089 -02 -01 TAS 103 /ASTM D4798 & G155 07/06/09 Momentum Technologies, Inc. JX201-17A TAS 103 /ASTM D4798 & G155 04/01/08 RX14E8A TAS 103 /ASTM D4798 & G155 11/09/09 DX2313813 TAS 103 /ASTM D4798 & G155 02/18/10 DX23D8A TAS 103 /ASTM D4798 & G155 02/18/10 ....... . .. .. . ......... . .. ... .. . .... . ••. . ••• ... . 0.0 .. . . . . . . .. . • . • .. . • MIAMt•QADE COUNTY Lee: • . • • Lee: ••• • • • 090 • • NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type H 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 - %Z" 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. .. • . . • • ..... 0 00 8 000 • • . . . . • • .. . . .. . ... . . . . • . . . . . • •• . • . • •• . NOA No.: 12- 0713.02 Expiration Date: 09/13/16 ':4p §r&93 Date: t2h4/13 tag a4 of 8 •• •• • • • •• •• • • • ••• • • • ••• GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in roof tile systems only. 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 TU Max Winter Haven, FL. 180 180 180 180 1 180 180 180 90 Hazelton, PA. N/A 30 30 180 N/A N/A N/A N/A No limitation No limitation battens • • •• 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 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, TU Plus, Tile Pro and TU Max may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Dual Pro are 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 Polystick TU Plus, TU P, Tile Max Pro Flat Tile Prohibited without 5:12 No limitation No limitation • • battens Profiled Tile Prohibited without Prohibited No limitation No limitation battens • • •• 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. ....... . . ♦ .. • •• • • • • ••• • •• ••• •• • • • •• • •• • • • • •• • • NOA No.: 12- 0713.02 Mu►Mao Couwr�r ,... Expiration Date: 09/13/16 • • ♦ . , •: • Approval Date: 02/14/13 • : %: : : • : 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, TU Max, 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, TU Max, 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, TU Max, 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. MIAMF9 T-1 DE COUNT1f , PPRO D I 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. APPROVED) • ••• • • • • % • •• • • • •• ••• •• • ••• ••• • ••• • • • • • • • • ••• • • • • • • • • • • • • •• • • • • •• • NOA No.: 12- 0713.02 Expiration Date: 09/13/16 • ••4p jr(&4 Datt: t2h4/13 • •' • ' tag&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, I 1 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, 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'/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 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. .• ••. •. . •. •. • . • . . .....• . • ... . • . • . • • • .. .•. .. . . ... • ••• . ••• ••• . ..• . .. . . •. .. . . . . . . .. . .. .... .•.. NOA No.: 12- 0713.02 ruaMaDADEC Expiration Date: 09/13/16 • • • :" : : Approval Date: 02/14/13 • :: �: : : • : 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 . ......... . .... . .. ... .. . .•. ... . ... . ... ... ... .. . . . . . . . . .... .... .. . • �NOA No.: 12- 0713.02 Expiration Date: 09/13/16 0;4p firQV4 Datg: b"N4/13 i• i i i• i i . j'ag4 8 of 8 •• •• • • • •• •• • w MIAMMADE MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov /uera 3M Company 3M Center Building 0220- 05 -E-06 St. Paul, MN. 55144 -1000 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 PERA - 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 falls 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. PERA 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: Wrm 2- Componfat Foam --Rwf Tile Adhesive- AH -160 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 rentws anAreA$es:Np4 11 --Q 124.04 and consists of pages 1 through 7. The sub"i ted&c%4erhatlo4 v#a.%;dviewed by Alex Tigera. • . • • . ' ' • . • . ' ' • --- NOANO.: 12-0228.1$ ' :' • '.' Expiratloh Date 6571011 l Approval Date: 65/101Y2 - APPROVED Page 1 of 7 .•• • . • . .•• . • • • • • • • • • • • • • • • • • • •. •• • . • .. •• W ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company 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 2- Component Foam Roof Tile Adhesive 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: Product Dimensions Test Product Description Specifications 3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A 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 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.61bs. /ft 3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 -40° F., 2 weeks +0.07% Volume Change -400 � +6.0% Volume CA;Se 5$aF., $ Q0°ri Humi4ity, 2 weeks • • • • • • • • • • • • • Closed Cell Content ASTM D 2856 86% •' ' ' "' . 0:0 •00 . 0:0 . No,! 12- 0228.1$': : .N(JA ' .' ' .EBpirA1j8n Ud1e: 0S/=0/13 MIAMF�4DE COUNTY ... Approval Date: 05/10/12 Page 2 of 7 . . 0:0 . . . . •.• . . . . . . . . . . . . ... . . . ... Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Aaencv Test Identifier Test Name/Reuort Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 Trinity Engineering 25- 7438 -3 SSTD 11 -93 10/25/95 NOA No.: 12- 0228.18 25- 7438 -4 .' . 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories N13-589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 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 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive 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. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 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. F —W ......... MS .. ... .. . .... . ... . ... ... . • ' •' : : : NOA No.: 12- 0228.18 .' . Expiration Date: 05/10/17 MUVMbAPPRO COUNTY Approval Date: 05/10/12 PP APPROVED Page 3of7 : : : : V: . . . . . . . . . .. .. . . . .. .. ... . . . ... . . INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 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 beset to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive 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 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTm 2- Component Foam Roof Tile Adhesive AH -160 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. (grams) Two Paddy Weight per paddy Mn. (grams) Flat, Low, High Profiles #1 35 NIA High Profile 2 Piece Barrel) #1 17 /side on cap and 34/ an N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 APPROVED . . . . . . . . ... . . . .. . . . • • • .. . . :.0 ... 0.0 . ... ... . ... . : .NUA N4! 1Z- 0228.110 i • . • • Xxpir3tidn hate: 09/i0/13 Approval Date: 05/10/12 ... . . Page 4 of 7 . . . . .. . . . .. . . . . . . . . . . . . ... 000 . . ... LABELING: All 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nd Uuogh PMc waW Paddy *nodTfie) Urtderl "On< o - e 1 101n EavaCoM . FaWa EavaooursaO* Eire CIS Keep adhashre approx. 41% up f mo seepholas ....... . .. .. . .. . . . . ... . ... . . . . . . . • • hOAMFDADE COUNTY ,...• a ... . . . . ... . . . . . . . . . . . . . ...... . .... ... . . . ... . . Paddy Mar=M TO$) i WE S X4 —501 IVA, NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through Plastic cement Paddy (Bem* TUe) Nall through plastic cement Paddy (Beneath TRo) Underlayinent Underlayment 7 ln: q:,, Em Course Fascia Fascia % WeeptWe EM Course Em dosure Emclowre UP edge .......... 01 NCIPA Mb, -M- 0228.11 % 0.0 O tapir ft& hate: 057t0/12 Approval Date: 05/10/12 Page 6 of 7 ••• 0 • • •:• 0 0 • • Nail through plastic cement a I N-S, 01.11 31n Single paddy under We .4 1 x 3 in. Single paddy on 2 In. under- layment 7 onf on too of ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Paddy Nall through plastic (between file) Underlaymont (under fie) *4,135-In x 3 in In. 21n. In. Single paddyon under- layment Single teddy Sava OMM on top of file Eave medium com size eddy am % Fascia course y ......... Nall through plastic cement Jh 3 In.x 3 In. 41n. Single paddy an underlayment 2 Single paddy on top of toile Eve Come r�/ END OF THIS ACCEPTANCE Single paddy under the Single paddy between file 2 In. x 7 In. medium size paddy saw course only <"." Fascia imsephole Em closure , Drlp edge NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 AMROVED1 :• •: • -:0 .0 40 :0 • Single paddy under the Single paddy between file 2 In. x 7 In. medium size paddy saw course only <"." Fascia imsephole Em closure , Drlp edge NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 MIAMI -DADE COUNTY MIAMbDADE; PRODUCT CONTROL SECTION -- 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadL&ov /economy GAF 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 and accepted by Miami -Dade County RER - 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. RER 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: GAF 0- mventionalBuilt -Up 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. INSPEC;rJg1$j A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be :tvailabt fty;in; pCejo$ at the j ob site at the request of the Building Official. . •••.••••• . This NOA revises and renews NOVA No. 07- 1219.09 consists of pages 1 through 17. The submitted documentation was reviewed by Juan E. Collao, R.A. .0 0 0 'NOA No.: 13- 0424.09 h0T4M4t�i4o Co ' ' • Expiration Date: 11/04714 1APPROVED1 L - - - - -- Approval Date, 10/311.13 "' ' • • • • • • • • Page 1 of 17 • •• 00 • • • •• •• 06 0 I I t ROOFING SYSTEM APPROVAL Category Roofing Sub - Category BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS ® #75 Base 39.37" (1 meter) ASTM D 4601 Type H asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS® #80 Ultima *m 39.37" (1 meter) ASTM D 4601 Type II asphalt impregnated and coated, fiberglass Base Sheet Wide base sheet. GAFGLAS® F1exPlyT" 6 39.37" (1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS® Ply 4 39.37" (1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS® Mineral 39.37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced Surfaced Cap Sheet Wide with mineral granules. GAFGLAS® EnergyCap'm 39.37" (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced BUR Mineral Surface wide with mineral granules with factory applied Cap Sheet EnergyCotew GAFGLAS® Stratavene 39.37" (1 meter) ASTM D 4897 Fiberglass base sheet coated on both sides with Eliminator Perforated Wide asphalt. Surfaced on the bottom side with mineral Venting Base Sheet granules embedded in asphaltic coating with factory perforations. GAFGLAS® Stratavene 39.37" (1 meter) ASTM D 4897 A nailable, fiberglass base sheet impregnated and Eliminator' Nallable Wide coated on both sides with asphalt. Surfaced on the Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoid® SBS Heat- 39.37" (1 meter) ASTM D 6164 Non -Woven Polyester mat coated with polymer - Weldw Smooth Wide modified asphalt and smooth surfaced. Ruberoid® SBS Heat- 39.37" (1 meter) ASTM D 6164 Non -Woven Polyester mat coated with polymer - WeIC 25 Wide modified asphaltand•smooth s"caci.• ++ Ruberoid® 20 39.37" (1 meter) ASTM D 6163 SBS modified gphaitpC sbeQt ti fbrcelvith a Wide glass fiber mat. • • ' • • • • • • • • • • ; T1pA+No:13:0424.09 Courrr�r +; • • • txpir•ation Date: 11 /04/14 PROVED Approval Date: 10/31/13 • • • • • • + • •Pafa 2 of 17 • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• V t ' 0 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: • TABLE 1 • .. Test Product Product Dimensions Specification Description Ruberoid® Mop Smooth 39.37" (1 meter) ASTM D 6164 Non -woven polyester mat coated with polymer - wide modified asphalt and smooth surfaced. FireOuim Fire Barrier 5, 55 gallons Proprietary Low VOC, water based fire barrier coating. Coating VersaShield ®Fire 350 sq ft. roll ASTM D 226 Non - Asphaltic Fiberglass -Based Underlayment. Resistant Roof Deck Protection Topcoat® Surface Seal 5 gallons ASTM D 6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: .. . • TABLE 2 Product Name Product Description Manufacturer • (With Current NOA) EnergyGuarC Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuarC RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard7 RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuar(r Perlite Roof Insulation Perlite insulation board. GAF EnergyGuard*rm Perlite Recover Board Perlite recover board GAF EnergyGuar(r RA Composite Polyiso Polyisocyanurate foam insulation with high GAF Insulation density fiberboard or Permalite perlite p insulation SecurocV Gypsum -Fiber Roof Board Gypsum roof board USG Corporation Structodeko High Density Fiber Board High density fiber board Blue Ridge FiberBow4, Inc. ...... • . • • .. . ..••...•. • .. ... .. . • ..• . ... • .•. ... • ..• . • . . . • • p 0 NOA No.:13- 0424.09 tioApec APPROVED Expiration Date: 11 /04/14 Approval Date: 10/31/13 "' ' ' ' • • • • • • Page 3 of 17 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' 7 7 APPROVED FASTENERS: TABLE 3 • • • . • •.• • Fastener Product Product Manufacturer Number • Name Description Dimensions (With Current NOM 1. Drill -Tec"" #12 Fastener Insulation fastener for steel, various GAF + : 0 •: wood & concrete decks. 2. Drill -Tec"" #14 Fastener Insulation fastener for steel, various GAF +•+ + • • VW4 of 17 wood & concrete decks. 3. Drill -Teem XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill -Teem ASAP 3S Drill -TecTM #12 Fastener Various GAF with Drill -TecTM 3" Standard Steel Plate 5. Drill -Teem 3" Steel Plate Round galvalume stress plate 3" round GAF used with Drill -Teem fasteners. 6. Drill -Teem 3" Standard Steel Round galvalume plated steel 3" round GAF Plate stress plate with reinforced ribs for use with Drill -Teem fasteners. 7. Drill -Tec'm AccuTraco Flat AZ -SS aluminized steel plate 3" square GAF Plate for use with Drill -Tec'm #12 Fastener, Drill -Teem #14 Fastener and Drill -Teem #15 Fastener. 8. Drill -Teem AccuTrac® Galvalume Steel plate for use 3" square GAF Recessed Plate with Drill -Teem fasteners. • • • • . • •.• • . .. . . .. . • • • . • . • . • • ... •• . ••• • • • . . • . . • • .. . . . • . •.. + : 0 •: • +A Nof 13;.0124.09 TEzplradon Date: 11/04/14 Approval Date: 10/31/13 • • +•+ + • • VW4 of 17 • • • • • • • • • • EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRT of S. Fl. Trinity I ERD Test Identifier J.I.2B8A4.AM J.I.3B9Q1.AM J.I.ODOA8.AM J.I.ODIA8.AM J.I.OY9QS.AM 3029832 GAF- 084 -02 -01 GAF - 314 -02 -01 GAF - 315 -02 -01 GAF- 276 -02 -01 Rev GAF - 276 -02 -02 GAF - 270 -02 -02 02 -005 02 -014 G6850.08.07 -1 G34140.04.11 -4 G30250.02.10 -3 -R1 G34140.04.11 -5 G34140.04.11 -5 -R1 G34140.04.11 -2 .... 07/02/97 .. 01/08/98 . .. 07/09/99 .. 07/29/94 4470 - TAS 114 04/01/98 4470 - TAS 114 05/11/07 . .. . . ..... . .. ... .. . . . .. . ... . ... ... . • ... . .. . . . . • . . MUUM4DAD CO • • • • APPROVED •.. . . . • ..• • . • • • • • • . . . . • •• •. • . • .. .• •.• . • . •.. • • Description Date 4470 07/02/97 4470 01/08/98 4470 07/09/99 4470 - TAS 114 07/29/94 4470 - TAS 114 04/01/98 4470 - TAS 114 05/11/07 ASTM D 6083 05/09/06 ASTM D 2178 08/23/11 ASTM D 2178 08/23/11 ASTM D 6083 12/16/10 ASTM D 226 11/15/10 ASTM D 226 11/15/10 TAS 114 01/18/02 TAS 114 03/22/02 ASTM D 3909 08/13/07 ASTM D 6401 04/25/11 ASTM D 3909 11/26/12 ASTM D 4897 04/25/11 ASTM D 4897 10/18/13 ASTM D 6163 04/25/11 NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 5 of 17 Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShieie Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base sheet: GAFGLAS® #80 UltimaTM Base Sheet, Stratavene EliminatorTM Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat- WeldTM Smooth or Ruberoid® SBS Heat - WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® F1exP1yTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® FlexPlyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill -TecTM #14 and Drill - TecTM 3" Steel Plate, Drill -TecTM AccuTrac® Flat Plate or Drill -TecTM AccuTraco Recessed Plate 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) GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base, Sheet or any of above base sheets_' attached to deck with approved annular ring shank nails and tin caps at a fastener spacing' of 90 o.c. at the 4" lap staggered and in twu.rows 9'-a - -in th_e field —/ ;( Maximum- Design - Pressure 52.5 psf, See General LW "on #7� J GAFGLAS® #80 UltimaTM Base Sheet, Ruberoid® 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved 1' /a" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacmg of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTm #12 Fastener or Drill -TecTM #14 Fastener and Drill -TecTM 3" Steel Plate, lh'ill -TecTM AccuTrace Flat Plate or Drill -TecTM AccuTrace Recessed Plate 12" o.g. in 4 fro*', Qne row is in the 2" side lap. The other rows are equally spaced approximately 9 "'oxc. in'the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) •' go: ; An of aboye Base sheets attached to deck approved annular ring shank nails and 3" '. .: .': idvdrt$d brad -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered • • *a: 0 • % in &oarc;vs, 9 R in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) . •.• . •.• •.• . ... . .. . . . . . . . . . . . . . . ' • 000 •' • • • • • • NOA No.: 13-0424.09 1DE COUNTY .. Expiration Date: 11/04/14 Approval Date: 10/31/13 . . . . . . Page 15 of 17 . ... .. . •• . . . . •• •• . ... . . GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill -TecTM #14 Fastener and Drill -TecTM 3" Steel Plate, Drill -TecTM AccuTrae Flat Plate or Drill -TecTM AccuTrac® Recessed Plate 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. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 400 lbs. /sq. and 3001bs. /sq. respectively in a flood coat of approved asphalt at 601bs. /sq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal. /sq. Maximum Design Pressure: See Fastening Above .. . . . . . ... .. . ... . . . . .. . • • .. . . . • .. ... .. . ... ... . ... . . . . . . . . ... .: • : • • INA Ne.: *13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 • • ••• • • • • ••Page 16 of 17 ... . . • . . . . . . . . . . . . ... . . . ... . I 0 1 , WOOD DECK SYSTEM LimrrATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex PlyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" Dens DeckTM Roof Board or ' /z" Type X gypsum board is acceptable to be installed directly over the wood deck GENERAL LumTATIONS: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10 Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 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- 401bs. /sq., or mechanically attached using the fastening pattern of the top layer All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 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 sidelap 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 psE 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. 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. 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.) 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. 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 eoxe: E i.e.eper imeters, extended corners and corners). (When this limitation is specifically referred iithip-.thp li4, j (hgerV Limitation #7 will not be applicable.) All produqA li4d hgtei% hajl 4a)g a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. •; • • • • • •; F" OF THIS ACCEPTANCE ... . .. . . .. .. . . . . . . .. . . • • . hfl DE C • • • • f 1:159 A JAPPROVED!, —1 • .• •. 000 • •• •• NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 17 of 17 IMr'fiA1306 - Roofing Systems Page 2 of 2 Structural cement fiber building units are considered suitable to be Included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of Ma -in, minimum thick gypsum board is an acceptable alternate for minimum insulation over C -15/32 thick roof decks. The use of polystyrene Insulation board between minimum 3A -1n, thick perilte board and deck with rosin paper (perlits/rosin paper /polystyrene /perlite) is a suitable alternate for polylsocyanurate board in the following Class A, B or C systems. "EneroyGuard'" RA" or "Tapered EnergyGuard'" RA" or "EnergyGuard *M Composite RA" may be substituted for any Atlas Roofing Corp. polylsocyanurate Insulation In any of the following Classifications, Trumbull "Perms Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". "GAFGLASO #80 Premium Base Sheet" may be used in any of the following systems, "GAFGLASO Flex Ply 6" and "Trl -Ply® Ultra - Flexible Ply 6" are suitable alternates to "GAFGLASO Ply 6 ". "GAFTEMP Permallte Recover Board" may be used in lieu of any perilte insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2% to 3 -gal I00- ft'z. "Ruberolft Dual Smooth" may be used as an alternate to "Ruberoid0 Mop Smooth" or "Ruberold* 20" or "Ruberold@ 20 HT" "Ruberold® Mop Smooth 1.5" may be used as an alternate to "Ruberold® Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberolft Heat Weld" SBS roofing membrane may be used In lieu of "Ruberoid0 Mop" SBS products In any applicable Classification. Class A I. Deck: C -15/32 Incline- 3 Insulation (Option l)r — One Or more layers perilte or wood fiber or glass fiber or polylsocyanurate or urethane or perift /polylsocyanurate composite or perlite/urethane composite or wood fiber /polylsocyanurate composite or phenolic, any thickness, Ply Sheet: — Three or more plies Type G1 or "GAFGLASO Ply 4" or "Tri -Ply® Ply 4" or "GAFGLASO Ply 6" hat mopped. Surfacing, — Gravel. 2, pecks C -15/32 Incline. 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite /polylsocyanurate composite or perlite /urethane composite or wood fiber /polylsocyanurate composite or phenolic, any thickness. Ply Sheets -- Three or more plies Type Gl or "GAFGLASO Ply 4" or "Tri -Ply® Ply 4" or "GAFGLASO Ply 64. Cap Sheets — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri -PlyO Mineral Surfaced Cap Sheet" or "GAFGLASO EnergyCap"' BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Inclines 2 Insulation (Optional); — One or more layers perlite, wood fiber, glass fiber, polylsocyanurate, urethane, perlite /polylsocyanurate composite, perlite /urethane composite, wood f9ber /polylsocyanurate composite, phenolic, 2 -In. maximum, Ply Sheets — Two or more plies Type G1 "GAFGLASO Ply 4 ", "Tri -Ply® Ply 4" or "GAFGLASO Ply 6 ", I -r One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or'Tri -PlyO Mineral Surfaced Cap Sheet" or "GAFGLASO ilergyCap Mineral Surfaced Cap Sheet" neck: C "9.5��2 • • i • i • • • i i • • • Inclinat 1 fpr�he ®ta#aptlo )s`-. Re;roeingm;er, nailed to deck. Insulation (Optional); W- Any thickness perlite or wood fiber or glass fiber or polylsocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive. 8 Sheen — One piyTY4e G2 4,WGL%!(D #75 Base Sheet" or "Tri -PlyO #75 Base Sheet" (may be nailed). Pt Sheer — On or more plies -* Oe G4 GAFGLASO Ply 4" or "Trl -PIYO Ply 4" or GAFGLASO Ply 6". Cwaher n P/ TyAa q "G -EGLS(I Mineral Surfaced Cap Sheet" or'Tri -Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® En rr�acaF�a i30R�1Tre Surfaced p hart." SurfAinle(optionji): - "TOPCOAT@ E&rgyCote *""' applied at a rate of 2 -gal /100 -ft2. ••• • • • • ••• • • http: / /dat %ivq.tlm.04igi-.; iX^Y. I/ tomplate /LISEXT /1FRAME /showpage.html ?name =TG... 9/9/2013 x SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R440113.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additions, the following items should be addressed as part of the agreement between the owner ant the contractor.: indicates al . A Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of r providing th at the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisionsAesthetic issues s4c�as color or architectural appearance, that are not part of a zoning code, should be addressed as part of "Ihe agreement between the owner and the contractor. 2: e Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be i� accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior g the existing roof system). Common roofs: Common =is are those which have no visible delineation between neighboring rt' (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or uvnr should notify the occupants of adjacent units of roofing to be performed. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can 0- viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail engtration of the underside of the decking may not be acceptable. This provides the option of maintaining the Ponding water. The current roof system and /or deck of the building may not drain well and may se water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural ess and may require the review of a professional structural engineer. Pounding may shorten the life fancy and performance of the new roofing system. Pounding conditions may not be evident until the n. roofing system is removed. Pounding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not loaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if rflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in Drdance with the requirements of Sections R4402, R4403 and R4413. � Ventilation: Most roof structures should have some ability to vent natural airflow through the t¢rior f the structure assembly (the building itself). The existing amount of attic ventilation shall not be Wced m'aY &neiclal tIftrisider additional venting which can result in extending the service life of the fi•. • • i ••• • ;r is Signat 31%+ + Contractor Signature Date + • . . . • .. onU/20091LD • 0 • • •• •• • • • •• ••