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RF-16-1584 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-260554 Permit Number: RF-6-16-1584 Scheduled Inspection Date:August 04,2016 Permit Type: Roof Inspector: Mesa, Michel Inspection Type: Final Roof Owner: COURTY,LAURA Work Classification: Tile/Flat Job dies :1129 NE 92 Street Miami Shores,FL Phone Number Parcel Number 1132050270370 Project: <NONE> Contractor. TOP SEAL SERVICES CORP Phone:(305)754-7844 Building Department Comments RE-ROOF TO A NEW COLOR THRU TILE ROOF AND INSPECTOR COMMENTS False Inspector Comments Passed (0 Failed Correction Needed Re-Inspection D Fee No Additional Inspections can be scheduled until re-inspection fee is paid August 03,2016 For Inspections please call: (305)762-4949 page 6 of 31 I �eKOR S t,� Miami Shores Village M P rrt7 TPe,° y � 10050 N.E.2nd Avenue NE IIU'i3k+ laS.stf> c#Ur# Tiitat Miami Shores,FL 33138-0000 Permit Sts eitStete#* D. tirP � Phone: (305)795 2204 ts�udaw. 2f111 ;:. E Expiration: 1211 1 Project Address Parcel Number Applicant 1129 NE 92 Street 1132050270370 LAURA COURTY Miami Shores, FL Block: Lot: Owner Information Address Phone Cell LAURA COURTY 1129 NE 92 ST MIAMI SHORES FL 33138-2934 Contractor(s) Phone Cell Phone Valuation: $ 17,000.00 TOP SEAL SERVICES CORP (305)754-7844 iE. Total Sq Feet: 3300 ; Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF TO A NEW COLOR THRU TILE RO Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 CCF Invoice# RF-6-16-60106 $10.20 06/08/2016 Check#:1408 $50.00 $820.96 DBPR Fee $4.88 DCA Fee $4.88 06/22/2016 Check#:1417 $820.96 $0.00 Education Surcharge $3.40 Bond#:3119 Permit Fee-New Roof $325.00 Scanning Fee $9.00 Technology Fee $13.60 Total: $870.96 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the prop r authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction Futhermore,I authorize the above-named contractor to do the work stated. June 22, 2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date `iuiiding Department Copy ne 22,2016 Miami Shores Village C-F', e vt BuildingDepartment JUN 0 16 p t0�1• 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 r3Y: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 �FBC 20 H BUILDING Master Permit No. ►-�`"'��O � `S S4 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ® ROOFING REVISION ❑ EXTENSION 7RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 1 2 9 N.E. 92 Street City: Miami Shores County Miami Dade zip: 33138 Folio/Parcel#: 11 -3205-027-0370 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Laura K. Courty Phone#: (305) 754-1894 Address: 1129 N.E. 92 Street City: Miami Shores State: Fl Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Top Seal Services Phone#: (305) 953-3333 Address: 598 N.W. 54 Street City: Miami -State: Florida Zip: 33127 Qualifier Name: Ronald Medina Phone#: (305) 953-3333 State Certification or Registration#: CCC133 01 1 9 Certificate of Competency#: CCC1 3301 1 9 DESIGNER:Architect/Engineer: Phone — Address• City: State Zip: Value of Work for this Permit:$ 19 8 8 0 0.0 0 Square/Linear Footage of Work: 2 5 0 0 sqf t. Tile Type of Work: ❑ Addition EJ Alteration '800Flat New ® Repair/Replace L 1:J Demolition Description of Work: Reroof to a new colorthru tile roof and flat Mineral Cap sheet. Specify color of color thru tile: Boral Barcelona 900 White- Colo�thru Tile Submittal Fee$ Permit Fee$ �� CCF$ 0�` -�J CO/cc$ Scanning Fee$ Radon Fee$ '/d 96) DBPR$ Notary$ Technology Fee$_l _-3 Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ . o3 TOTAL FEE NOW DUE$320 (Revised02/24/2014) qj 20 A Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address . City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,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 co ent mus a osted at the job site for the first inspection which occurs seven (7) days after the building permit is issue In the ab ence such posted notice, the inspection will not be appy d a reinspection fee will be charged. Signature Signature OW ER o GEN CON ACTOR The foregoing instrument as acknowledged before me this The foregoing in ent was ac ledged before me this _day of Ata.-4 20/x, by day of 561 20 by 1-1 "U A K_Cotte r� who is personally known to ALsi'-) wl--2-D t who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign lze� Sign: Print: Print: `T -c Elf, MARYLOU HERNANDQ y Fare mtr : - I'0 GALOSeal: MY COMMISSION#FF 059092 Seal: 4;a := EXPIRES:October 10,2017COMMISWN 0�8793C•rBonded Thru Pbtery Pu6lk rs '" ^ 0 q y APPROVED 0 ED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) MIAMI. Miami-Dade County HV ectronic Roof Permit Form ectr E C Vit W " "Delivering Excellence Every Day" JUN (0 8 016 Section A(General I atioio 4Z------------- Master Permit No: Process No: Contractor's Name: FTOPI SEAL SERVICES Job Address: 11129 NE 92 ST Roof Category 21 Low Slope El Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphaltic Shingles F1 Metal Panel/Shingles El Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other:I I Roof Type ❑ New Roof 21 Re-Roofing ❑ Recovering 11 Repair El Maintenance Are there Gas Vent Stacks located on the roof? 0 Yes El No If yes,what type? El Natural El LPGX Roof System Information Low slope roof area (ft. )1800 (ft.2) Total (ft.2)P300 steep Sloped area Section B (Roof Plan) • 00: Gasses Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers ani o;Frflow drains. Include... dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and loqCoj?of parjjj�s :.... 00:00: 4,0000 **:so Perimeter Width(a): Corner Size(a'x a): 06•00 00•00 000000 0 0* :0.0.0 00000: 00.0 0000 :*see: 00.0 !j! 470 Ci LU lk� 0 LjJ LJ_ _jW_j < CE to < LU LI20 nl� 3115- t a MIAMtiQADE Miami-Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: BORAL ROOFING Notice of Acceptance Number(NOA): 12-0222.02 Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): P 1. 39.1 P 2. 68.1 P 3. 100.7 Maximum Design Wind Pressures,(From the NOA Specific system):129.3 1 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable(n/a)in the text box. Deck Type: 5/8" PlyWood— x � Optional insulation: N/A y - Optional Nailable Substrate: N/A .... . . .... ...... Optional Nailable SubsVatphVachmep • Roof Slope: "/12" N/A """ • .... .... ..... Roof Mean Height: _6__ ) ft. Basesheet Type: � � • Method of Tile Attachment: SHARK SKIN ULT .... • . . . . ...... Adhesive, 2 Small Paddy Polyfoam Polypro •••••• Fastener Type for Bas, het Viachnl t: •••••• 1 1/4" RING SH NAIL ••• • • Alternate Method of Tile Attachment per NOA: ___ _ _ __ . [N/A _ Tile Underlayment(C p Sheet)Type: 3"face 24 9 a.— SHARKSKIN ULT SA Drip Edge Size&Gauge: � - - - Tile Underlayment Attachment Method: Drip Edge Material Type: —Galvinized Metal— PEEL AND SEAL Drip Edge Fastener Type: 11 1/4" RING SHANK NAIL Tile Profile: "S"CONCRETE Hook Strip/Cleat gauge or weight: —n/a- I 1 �v MIAmFW E Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section E(Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems,use Method 1. 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 the attachment method is acceptable. P 1: 39.1 X X .313 = 12.23 _Mg: 7.93 =Mrl: 30 s 29.3 NOA Mf P 2: . 8.1 X X .313 = 1_31 _Mg: 7.93 =Mr2: 13.38 ! s 129.3 11 NOA Mf P 3: 100.7 X X .313 = 31.51 _Mg; 7.93 =Mr3: 3.58 s 29.3 NOA Mf Method 3"Uplift Based Tile Calculations Per RAS 127" :or 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 sch area of the roof,then the the attachment method is acceptable. �1:® xl; = xw: =® -W: = xCos 0:®=Fri: <_ NOA F' 0000 • ••. 00 �2:® x1:�= xw: = -W: = xCos A: =Fr2: • • <_ NOAF'•0.:• 0 0 • • 0000•• 33: x1: = xw: =®-W: _ xCos 0:�=Fr3: 0•:•• s NOAI :* 00: 0000 •0•• • 0 • • • 0 0000 0000 .0000 Where to Obtain Information to complete tile calculation .... 000000 0 ... •• •• • 0000.. •• 7 Where to Fin • 0 0 0 0 0 0 Description Symbol :""' Design Pressure P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,(signed and sealed'by'0a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier X Product Approval( OA) Restoring Moment due to Gravity Mg Product Approval(40A) Attachment Resistance Mf Product Approval(40A) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval( OA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval NOA) I=length Product A NOA Tile Dimensions w=width Approval(NOA) 1 1 M IAMI- � MIAMI-DARE 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/pera 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. 0000 This product is approved as described herein,and has been designed to comply with the Floi64 Buildl8g Code 0.0.0 including the High Velocity Hurricane Zone of the Florida Building Code. 0.0.00 0000.. 0 DESCRIPTION: Barcelona 900 Concrete Roof Tile 0 0 0 0 0 0 0 0 :0.00: 0 0 0 0 .... 0000 00000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or 1 g4;(?4y, state dud0follovdmg 0 statement: "Miami-Dade County Product Control Approved",unless otherwise noted he �m� 0 0 0 0 0 0" :' 0 • • • 000000 RENEWAL of this NOA shall be considered after a renewal application has been filed and there W58dil no 0 change in the applicable building code negatively affecting the performance of this product 0 0.0 0 0 0 0 0 0 . 0 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#07-0220.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. OMIAMFDADE COUNTY NONo.: 12-0222.02 - ,,� � Expiratioo n Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Barcelona 900 Concrete Roof Tile, s manufactured Boral Roofing LLC in Lake Wales, FL. and described 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 the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Suecifications Description Barcelona 900 1= 17" TAS 112 High profile,interlocking, one-piece, 'S' w= 13" shaped,high-pressure extruded concrete roof '/i"thick tile equipped with three nail holes. For direct deck or battened nail-on,mechanically•••• e fastened,mortar set or a4hesibset *000 ••••;• .. . .... applications. ...... .. . ...... Trim Pieces Length: varies TAS-112 Accessory trim,boosted�ee�ona,concrete • Width: varies roof pieces for use at hips,'PAKes,ridgds'Md • varying thickness valley terminations manufactured for eacT the '•:". ...... .. . ..... profile. • .. .. .. . ...... 2.1 MANUFACTURING LOCATION ....% 2.1.1. Lake Wales,FL. ••• • 2.2 SUBMITTED EVIDENCE: Test Agencv Test Identifier Test Name/Report Date 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 II TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail-On) NOA No.: 12-0222.02 MIAMI•DADE COUNTY Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 7 Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Professional Service Industries, IC-1320-94 Physical Properties Feb. 1995 Inc. TAS 112 The Center for Applied 25-7688-3 TAS 101 (Adhesive Set) June 1996 Engineering,Inc. 25-7688-10 TAS 101 (Mortar Set) July 1996 The Center for Applied 25-7688-5 Static Uplift Testing June 1996 Engineering, Inc. TAS 102 (3" Headlap,Nails,Direct Deck,New Construction) The Center for Applied 25-7688-4 Static Uplift Testing June 1996 Engineering,Inc. TAS 102 (4" Headlap,Nails,Clips) Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services 520191-2-1 TAS 101 March 1999 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,Inc. Evaluation 25-7094 .Febru:Y 1996 '•••;• .. 0000 Calculations • 0000.. .. . 0000.. Walker Engineering,Inc. Evaluation 25-7496 •••'•• April 1996 ;•• Calculations ." ." ' 0000 0000 0000. Walker Engineering,Inc. Evaluation 25-7584 4----oDecember-1996 --see Calculations 25-7804b-8 • •• •• • 6066:6 25-7804-4&5 . . 0000.. 25-7848-6 •••••• Walker Engineering,Inc. Evaluation Restoring Moments DuC to •Febryat%2Q07 Calculations Gravity Nutting Engineers 122 TAS 112 January 2007 NOA No.: 12-0222.02 Mwrt�c►oecouNTY Expiration Date: 04/26/17 Approval Date: 04/19/12 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 underlayments shall be in compliance with the applicable LRoofing 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 the applicable Building Code. 4. INSTALLATION 4.1 Barcelona 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-1 (ft) VVidth-w •• •••• Barcelona 900 11.5 1.417 •• 1.0 •••• • Table 2: Aerodynamic Multipliers Tile % ft ••�• ft 0060 66'0'9 Profile Batten Application Dire c Q%*ApptipAen 00000 ...... Barcelona 900 0.289 '•a?.313 •, 666660 Table 3: Restoring Moments due to Gravity- M9 (ft-ll� . • •••• ... . • Tile 2 12" 3":12" 4"•12" 511:12" 6":12" "7"^12" or Profile greater Barcelona Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck 7.28 8.13 1 7.21 8.05 7.10 7.93 1 6.96 7.78 6.79 7.61 6.61 7.40 NOA No.: 12-0222.02 MIAMI-DARE COUNTY Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 7 t ' Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail 23.1 23.1 19.0 Field Clip) 1-10d Smooth or Screw Shank Nail 29.3 29.3 24.0 Eave Clip) 2-10d Smooth or Screw Shank Nails 27.6 27.6 38.6 Field Clip) 2-10d Smooth or Screw Shank Nails 38.1 38.1 41.8 Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Aftat Profile : Relastancb"' .. . .... Barcelona 900 Adhesive ••• •a9.3 •• ...... 1 See manufactures component approval for installation requirements. "" •••• • • 2 Dow Chemical TileBond Average weight per patty 10.7 grams. "•' •••• ••;•• Polyfoam Product Inc.Average weight per patty 8 grams. ..... .. . ..... . .. .. . ...... Table 6: Attachment Resistance Expressed as a Moment - fIttibf) • for Single Patty Adhesive Set Systems ;0.099 • Tile Tile Application MinilMun4 Aftapl4qftnt Profile Resistance' ` Barcelona 900 Polyfoam Pol ProTm 66.5 Polyfoam Pol Pro TM 38.7 3 Large paddy placement of 63 rams of Pol ProTm. 4 Medium paddy placement of 24 rams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Barcelona 900 Mortar Set 24.5 5. Tile-Tite Roof Tile Mortar NOA No.: 12-0222.02 MU-J DARE COiJNTY Expiration Date: 04/26/17 Approval Date: 04/19/12 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 BARCELONA 900 TILE (LAKE WALES FL PLANT Z) 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•(Ide in order to properly evaluate the installation of this system. 60 000000 Gas*** .. . •••• 0 06 090.0• .. . 6666•0 9696•• 0000.. 0000 • 0000 •98 0 0000. • • • • • •9 as •• • ••699• • 0000•• • • • • • • •9••9• 9 • • ••699• NOA No.: 12-0222.02 MIAMIOADE COUNTY Expiration Date: 04/26/17 ,0000 � Approval Date: 04/19/12 Page 6 of 7 PROFILE DRAWING NAIL HOLES OVERLOCK m 3 5/8" 17 " 13 " - 6666 UNDERLOCK -- -- 6.66 ••.... ...... .. . ...... 6666 9e6• • • 6666 6666 6666• ♦6666• •• • 6666• 9 6• •• • 6966•• BARCELONA 900 CONCRETE ROOF TILE ••••• . 6• END OF THIS ACCEPTANCE •••••• •• s NOA No.: 12-0222.02 MIAMbDADE CQUNTY Expiration Date: 04/26/17 • Approval Date: 04/19/12 Page 7 of 7 IAIh_ MIAMI-DADE COUNTY 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.miamidade.gov/economy ICP Adhesives and Sealants,Inc. 12505 NW 44t'Street Coral Springs,FL.33065 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 Florid4*BMWing Code including the High Velocity Hurricane Zone of the Florida Building Code. ••. 0000 4"' .. . •666 6.0.60 .. . 6666.. 6666.. DESCRIPTION: ICP Adhesives Polysee AH-160 6666 6666 . . LABELING: Each unit shall bear a permanent label with the manufacturer's name or 1 'go,city, statr,.a4d folloytii� ' • 6 6 0 • statement: "Miami-Dade County Product Control Approved",unless otherwise noted here •• •• 6666.. 6666. . RENEWAL of this NOA shall be considered after a renewal application has been filed '5nd th8re haS}r,4l,no ch'd'r1g;• in the applicable building code negatively affecting the performance of this product. 6666: 6 6 6 6666 . 6 66 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 14-0805.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. �® NOA No.: 16-0315.01 MIAMFDADE COUMY Expiration Date: 05/10/17 Approval Date:04/07/16 Page i of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants,Inc.as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do 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 tile Systems using ICP Adhesives Polyset®AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment •••• ♦ • 0000 696699 30& 100 •• 0 0.69 069.69 96 9 6606•0 666699 PRODUCTS MANUFACTURED BY OTHERS: 0••••. •••• • 6999 6666 6666. Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current i1TOA which 1iaot attachmep=.0• resistance values with the use of ICP Adhesives Polyset®AH-160 roof tile adhesive. 6• •• 6 9 9 6 6 9 66690 00 6 9 9 069666 MANUFACTURING LOCATION: 6 ;••••• • 6 6666.. 1. Tomball,TX. 0••;• • PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.6 lbs./fft.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./Ft' Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks +6.0%Volume Change @1580F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 16-0315.01 MIAMMADE COUNTY Expiration Date: 05/10/17 Approval Date:04/07/16 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA 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 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 •••• . . 9999 0960.6 Celotex Corp.Testing Services 528454-2-1 TAS 101 .1612 /98 528454-9-1 • 0000.. 528454-10-10.00•• 0000 0000 . . 520109-1 TAS 101 '0000 4, f!;? 28/98 ..:see 520109-2 000000 •• • fees* 0 9 9 9 9 520109-3 9• •• 0.09•0 520109-6 ""fof 0000.. 520109-7 0.00•• 520191-1 TAS 101 •••; •Q�JQ2/99 •••• 520109-2-1 eof 0 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset'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 ICP Adhesives Polyset®AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0315.01 MWMI-DARE COUNTY Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset' AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset®AH-160. 2. ICP Adhesives Polyset' 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 achment with the use of ICP Adhesives Polyset' AH-160 shall provide sufficient attachment resistance to meet o exceed the resistance value 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. ICP Adhesives Polyset' AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and ICP Adhesives and Sealants,Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants,Inc. ICP Adhesives and Sealants,Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 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). 6. ICP Adhesives Polyset' AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP Adhesives ProPack'30& 100 dispensing equipment only. 7. ICP Adhesives Polyset' AH-160 shall not be exposed permanently to sunlight. .... 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minites-dher ICP*AMesives* Polyset' AH-160 has been dispensed. .:0:06 •••• ; •••• • 9. ICP Adhesives Polyset' AH-160 placement and minimum patty weight shall be in a(71dMance with the ;• �; 'Placement Details'herein. Each generic tile profile requires the specific placement nd'tMerein.." ' 0000 .... ..... • NOA No.: 16-0315.01 MIAMI-DADE COUNTY Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan sse• e s . .... .... . . LABELING: . • e• • ...• e All approved products listed herein shall be labeled and shall bear the imprint or identifiable m4Mng ofetht •••• • manufacturer's name or logo and following statement: "Miami-Dade County Product ContrdPAWToved" orlthe MiaNs•e; •e 0000 e Dade County Product Control Seal as shown below. • .... :*so 0000• ...... .• 0 •000• MIAMFDADE COUNTY • • 00 0 so• e • 0 s•ssss • • s O • • Osseo• BUILDING PERMIT REQUIREMENTS: : 000 0 Osseo •••• :see* As required by the Building Official or applicable building code in order to properly evaluatd fhe fnstallat'ibSi•4f this e • system. e • NOA No.: 16-0315.01 MIAMI-DARE COUNTY Expiration Date: 05/10/17 Approval Date:04/07/16 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 paddy o" u") Flat/Low Profile Tile �a�e•qule•dp.• �- i 1. Starting at the eave course,apply a minimum 2" M4 -, (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner.Insure approximately 17 (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. -�:.,::� ,ate:`--: � `-•�.• .r �' Earn iClaaurs NaU ft-#ug1tvtas6ce mem Medium Profile/ Double Pan Tile laa�heo�tre� 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positig4e.4 as shown under the pan portion®f the.tile cldwj td the ...... ~:9 overlock of the tile beingset! 2. Continue in same manhtf.7nsure appr6ximate4.L1.; --max 1 (109.7 cm2)—23 (148 4 �square inc%adhesive ' T �C .�-'�•=� '-•::-•~. ,�r'��='� contact with the undero 9f the til � ��;�•• = y 9: y' • • 009% 0066:6 •• "twu ra�tr • ts�R• t.aa�► High Profile/Single Pan Tile , • swmfb 1. Starting at the eave course,apply a minimum 2" �:::;• f" : _ _ (50.8 mm)x 10 (254 mm)x l (25.4 mm)foam paddy onto the underlayment positioned as shown iaa f��w� ti• `• under the pan portion of the tile closest to the aU ' overlock of the tile being set. 2. Continue in same manner.Insure approximately 17 opmm.'u (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. Comm -W �Q t16�'•- i• • S, 4�,6i&�391dFfii NOA No.: 1&0315.01 MIAMI APPROVED Y Expiration Date: 05/10/17 Approval Date:04/07/16 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 NAB thmulghFLA tornmd. p leonvo*ral?, Flat/Low Profile Tile aWhanma ). • -� •:-ter-` �� Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the .. `- ``-• strengthening rib of the tile closest to the overlock of 2 1ffl. t = = _ the tile being set.Insure approximately 17(109.7 cm2) 11A optional _ 23 (148.4 cm2) square inch adhesive contact with the FAME underside of the tile. `' `` �` i•-i-'r 2. At the second course, apply a minimum 2"(50.8mm) ` =.•-. 'oma~ 0, r, x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm2)- 12 (77.4 cm2)square inch adhesive contact with the underside of the tile. Medium Profile/Double Pa,Tie 1. Starting at the eave coursapapply a mininium 2"(50.8 mm)x 10"(254 mm)x 1 {Z54 mm)foam paddy:-' onto the underlayment posl6fled as shorn under-ft•• 4_ %t pan portion of the tile clo WfUthe Mflotk of thy••• 1 tile being set. Insure appy om��ely 17(10 .7 cm2 — �` ' , �'` 23 (148.4 cm2)square in adhesive gontapt with • f —" � �- k underside of the tile. � l' -:,�'.,� �� - � �"'��,°��•��'�.�'+ 2. At the second course, apply a xninimum2"('S0.8mm) - x 7 (177.8 mm)x 1 (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 12" (77.4 cm2)- 14(90.3 cm)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 16-0315.01 MIAMMADE COUNTY Expiration Date: 05/10/17 Approval Date:04/07/16 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) L�Y�� i'A144, II4'Q^'44CES .,, High Profile/Single Pan Tile �jiN3iBA PL�,51�RC�,� 1�. -'-..ti- �1�`��R11�#1�1•n�iF3 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy `'-�-. •- `�- onto the underlayment positioned as shown under the 4`` ,J`�h L+`'~-ak•j pan portion of the tile closest to the overlock of the . the being set. Insure approximately 17(109.7 cmz)— a ala l 4 �'•, -..., '; �. r=- z 23 (148.4 cm )square inch adhesive contact with the underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) EFe, x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underla ent positioned as shown under the an Ym p P 1 �_. a� r.. � .� ',. E�& ` portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cmz) - 19 (122.6 cmz)square inch adhesive contact with the underside of the tile. . . .... ...... ...... .. . ...... • • • .... •••• ..... ••••• • • • • • • 00 NOA No.: 16-0315.01 QM1 •naoEcouwTr Expiration Date: 05/10/17 Approval Date:04/07/16 Page 8 of 11 ADHESIVE PLACEMENT DETAIL##3 g�t�9Ec�� r11ey 6E�e81�a 1. On the eave course only, apply a minimum 2" (50.8 a mm)x 10" (254 mm)x 1" (25.4 mm) foam paddy • tW onto the underlayment positioned as shown,under t.' ungiepwft the strengthening rib for flat tile or under the pan mWpoWe tie 3 _ portion of the tile for low or high profile tile closest to the overlock of the tile being set.Leave $4tm approximately 4"(101.6 mm)up from the eave paddy - edge free of foam to prevent the expanded adhesive =4hL L i ``�'' from blocking the weep holes. Insure approximately 17-23 int(109.7-148.4 cm )of adhesive contact with the underside of the tile - � 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x V (25.4 mm)foam paddy onto the underlayment just below RafflAwpraffieTHIR the second course line positioned foam paddy under the strengthening rib for flat tile,or under the No 0M =mew Sh4e paddy uadir We pan portion of the tile,closest to the underlock for (WhM`ewheto dwwPam mss) the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cru244f adhesive r91A�'mer contact with the underlide of the til®•••• •••.•. •• • sees • sin � • •••:•• •• • sees•• es• age • • • an Mp pad 0f1 _ (Instructions continued on sjextp •) •••••. .. .... 00 ss41M 0 *see sees •0•s• �• •• •• • 0000•0 •e••• • • 10&1, 2@a. • • • ee•ee• sees•• Eaxe Oowre • • •••e.• Eave Com Fa.,da •••e i Nknfiwn PmflleTft NOA No.: 16-0315.01 MIAMFDADECOUNTY Expiration Date: 05/10/17 1 Approval Date:04/07/16 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) U-M tmugb plwft sngie paf r er fife (WhM FeQMket� Pafty3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x%" � ' � (19 mm)paddy on top of the eave course tile BattEmidytrRCiel surface as shown,on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. s``-'► Install second course of tile.Insure approximately on 4:4tn. 9(58.1 cm2)- 11 (71cm2)square inch adhesive contact with the underside of the tile at the overlap swe - and 7(45.2 cm2)-9(58.1 cm2)square inch plfttee- adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. ff mecase— �4 e i Waephom 10En. 21M Fange oswe Oft Hlgh Pmfil a Tile 9.0Y J • • • •••• 0000•• 0.0•x9 •r • 0000•• • 0000•0 • • • 00`00• 0000 0000 • • • • s • 0000 0009 040.0 0000•• •r • •s••9•• w• •• 9• • 9•••9•• •*9•••• • MMM • • • 0000•• • • • 0000•• •• • NOA No.: 16-0315.01 �Mmmlcoin Expiration Date: 05/10/17 N1111111111111526 UOHM, Approval Date: 04/07/16 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" t)Pince enough a pan ve tilt. achieve es to 70 sq in Steep required) atlons (50.8 mm x 10" 254 mm x 1" 25.4 mm foam in contact witi�the pan tiles when required) \ ) ( ) ( ) 2)Tum covers upside down.Place adhesWe in paddy onto the underlayment positioned as to In.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25 sq.In.contact area. r- tiles from rocking until adhesive has a chance to Underlayment �':: cure. 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65 (419.4 cm2)—70(451.6 cm2) square inch adhesive contact with the underside ' Sheathing of the pan tile. Eave closure Water shown) 3. Turn covers upside down exposing the underside weephoie Fascia Board of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top pardon of the eave course cover tile.Abut to second course of edge of each side of the cover tile.Lgave pan tiles.Ensure ewe end of pan and cover tiles are flush at ewe One. approximately 3/4"119 ream to t'04204 PP Y ) nun)..... Two Piece Barrel-High Profile Tile from the outside edge-oft;e tile inward,free of* foam to allow for ex an. •• • •••••• 686690, • a 6 88.6.6 4. Turn cover tile over-afoam isp:ied anc�666i` place onto pan tile cp�se. 1nsure"nimuxrl Pf.•• 20(129 cm2)-25 (1.6.f.3.cm2)squa ffich 000000 contact area on each skk.,Qf the cover tile to the.` pan tile. Continue fif same'man*r•Tfin away•••• any cured exposed foam%dhesiJe. Pointing Of...: longitudinal edges of le cover t+i fed are ` considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized, stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE MIAMbD coUNI NOA No.: 16-0315.01 .� t Expiration Date: 05/10/17 Approval Date:04/07/16 Page 11 of 11 MIAMI•QADE MIAMI-DADS 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 OA T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE svw`v.miarnidade._ov/econoam Kirsch Building Products,LLC. 1464 Madera St.#387 Simi Valley,CA 93065 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 Buifctin 6060:9 Code including the High Velocity Hurricane Zone of the Florida Building Code. 000.. . 6666 6 DESCRIPTION: Sharkskin Roof Underlayment Systems0 • 6666.. .. . 6666.. 6666.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or�oo�eity,state•• :6900:0.0 0 and following statement: "Miami-Dade County Product Control Approved",unless of noted • . .. ... 6666. herein. i1�'1St'0 .6 6 60:069 .. .. .. . 6666.. RENEWAL of this NOA shall be considered after a renewal application has been fileji•ZMere has ' •. been no change in the applicable building code negatively affecting the performance of this Froductt•••:6 66"" TERMINATION of this NOA will occur after the expiration date or if there has been.-leviSion. or.**:*. 6 • . .66666 change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as ar 0 endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 09-1123.02 and consists of pages 1 through 8. The submitted documentation was reviewed by Jorge L.Acebo. �J NOA No.: 15-0421.10 MUU410ADE COUNTY Expiration Date: 07/14/16 Approval Date: 07/30/15 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub—Category: Underlayment Material: Polypropylene TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Sharkskin Comp's 48"x 250' ASTM D226 A multi-layer laminated roof underlayment Manufacturing Type I or II comprised of a high-strength gh-strength woven Location #1 polypropylene base with a UV&antioxidant protection bond layer and a slip-resistant top Sharkskin layer. n Ultra® 48 x 250 ASTM D226 A multi-layer laminated roof underlayment Manufacturing Type I or II comprised of a high-strength gh-strength woven Location #1 TAS 104 polypropylene core with a UV&antioxidant protection bond layer to both sides and a slip- Sharkskin Ultra resistant top layer. 48"x 250' ASTM D226 A multi-layer laminated roof underlayment Radiant® Type I or II comprised of a high-strength gh-strength woven Manufacturing polypropylene core with a reflective barrier on Location #1 the underside and a UV&antioxidant protection bond layer on both sides and a slip- resistant top layer. 009000 Sharkskin Ultra SAO 48"x 125' TAS 103 A multi-layer laminated fooi*tSaderlaytnenf •••••• Manufacturing • comprised of a high-stren�wgven ••e• • • e • • Location #2 • ••• •• • •••••• polypropylene core betweg4:To layers of UV • &antioxidant protection bouand a self.. •••••• adhering underside and a sIV-Yesistant top•• ••••• Ayer. 00.00. 000000 sees. MANUFACTURING LOCATIONS: e. .. 00.0 e e 0000:0 0..00 0000.. I. Ahmadabad,India 0 . . . . 0000.. 0000.. 2. Newburyport,MA e • . 0000.. 00 . 0000 e 0 EVIDENCE SUBMITTED: Test Agency Test Identifier _Test Name/Report Date Trinity I ERD K6550.08.07 TAS 114-C 08/20/07 K0810.12.05-R1 ASTM D1623 10/06/09 K3140.05.10 ASTM D1623 05/18/10 K6540.07.07-R2 ASTM D226 10/08/09 K6540.03.08-1 TAS 103/TAS 117-B 03/10/08 K6540.03.08-2 TAS 104/TAS 117-B 03/10/08 K9210.05.08-R1 TAS 103/TAS 104 11/13/09 ASTM D5147/ASTM D4798 KRS-SC7390.03.15-R3 TAS 103/ASTM D1623 07/09/15 NOA No.: 15-0421.10 Mt�M6�,;(y NTY Expiration Date: 07/14/16 Approval Date: 07/30/15 Page 2 of 8 APPROVED SHARKSKIN SYSTEM ASSEMBLIES: Deck Type 1: Wood Deck Description: 19/32°or greater plywood or wood plank System E(1): Base sheet mechanically fastened to deck,subsequent cap membrane self-adhered. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Ultra®applied in single coverage method parallel to the eave with minimum 4"horizontal laps and minimum 6"vertical laps applied as specified below. Fastening: Mechanically fastened with approved nails&tin caps spaced 6"o.c, at the 4" horizontal overlaps and 10"o.c. in a grid pattern having three,equally spaced, staggered rows in the field of the sheet. Ply Sheet: (Optional) Sharkskin Ultra SA®,self-adhered with minimum 2"horizontal overlaps and minimum 6"vertical overlaps.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact.Remove the release liner as the membrane is applied. Membrane: Sharkskin Ultra SAS', self-adhered with minimum 2"horizontal laps and minimum 6"vertical laps.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact.Remove the release liner as the membrane is applied. When used in Tile roof systems the cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12"o.c.at the side'• laps and 6" o.c.at the end laps. No nails or tin caps shall be expo:d 0 00 0 Surfacing: Approved for asphalt shingle,mechanically fastened roof tile,fflari-adhered rood' 00 000000 rile,non-structural metal roofing,wood shakes&shingles or slate4roef assemblies • as specified within the Roof System NOA. """ 0000 0000 . . 0 0 Note: For tile roof assemblies,refer to RAS 118, 119 or 120 and the ,�� ..e tse 0 0:0 0- NOA. For foam-adhered tile roof assemblies,approved for use&il' f 2 h'e� 000000 Component Foam Roof Tile Adhesive AH-160,Dow TILE BOND-teff Tile • • Adhesive and Convenience Products Touch n' Seal StormBond Tile AtlhesiVk- ••66:0 . 0000.. 00 0 0000 . 0 0 . NOA No.: 15-0421.10 MIAMI•DADE cOUPrtY Expiration Date: 07/14/16 Approval Date: 07/30/15 Page 3 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Sharkskin Roof Underlayments shall be installed in strict compliance with applicable Building Code. 3. All Sharkskin Underlayments shall be applied to a smooth,clean and dry surface with deck free of irregularities.Deck shall be fastened in strict compliance with applicable Building Codes.All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 4. Sharkskin Ultra may be used in asphaltic shingle,direct-deck/batten wood shake&shingle, direct-deck/batten quarry slate or direct-deck/batten non-structural metal roof applications. 5. Sharkskin Comp may be used in asphaltic shingle,direct-deck wood shake&shingle,direct-deck quarry slate or direct-deck non-structural metal roof applications. 6. Sharkskin Ultra.Radiant may be used in battened non-structural metal roof,battened wood shakes &shingles or battened slate roof applications. Sharkskin Ultra Radiant shall not be used as a rile,asphalt shingle,direct-deck wood shakes&shingle,direct-deck non-structural metal or direct-deck slate underlayment. 7. Sharkskin Comp or Sharkskin Radiant shall not be used as a roof tile underlayment or as part of a roof tile underlayment system. 8. The Sharkskin Ultra and Sharkskin Ultra SA two-ply underlayment system may be used in asphalt shingle,mechanically fastened tile,foam-adhered tile,wood shake&shingle,quarry slate or non-structural metal roof applications. 9. The standard maximum roof pitch for The Sharkskin Ultra and Sharkskin Ultra SA two-ply underlayment system shall be 5:12 for flat tile and profiled tiles with lugs.A maximum of 10 tiles per stack are allowed when loading tile on the underlayment. .•••• Battens shall be used for file staging on slopes above 5:12. 09 09 0900:0 10. Sharkskin Roof Underlayments shall not be applied over an existingroofs st 00 0 .... application but may be applied as specified herein as art of an approved undar��r�oder0' 0 660960 11. Sharkskin Roof Underlayments shall not be left exposed as a temporary Qnt systern: 0 0 0 0 0 days of application. p P ary roof fgr}oitger Chap'1'8� 12. Sharkskin Roof Underlayments are components used in roof systems assemblit$:orocksystem•'0 00 00' 00000 assemblies are approved under specific Notice of Acceptance. Refer to Prepared A fm 00 0 0 0 0 0 0 0 System Product Control Notice of Acceptance for listed approval of this prod4t vox t th000„0 specific prepared roofing assembly. :e ..0:. 13. Sharkskin Roof Underlayments may be used with any approved roof covering flotica;of ••••• :” Acceptance listings the Sharkskin product(s)as a component part of an assembly in the Notice of, Acceptance. If Sharkskin Roof Underlayments are not listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Department provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance and fire testing results. 14. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 15. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY JAPPROVEDI END OF THIS ACCEPTANCE NOA No.: 15-0421.10 MIAMMURM Expiration Date: 07/14/16 �WMWZMO 1 Approval Date: 07/30/15 it Page 8 of 8 I SECTION 84402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 84402.13.1 Scope. As it pertains to this section,it is the responsibility of the roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of this section.The provisions of Section R4402 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 contr .or.The owner's initial in the adjacent box indicates that the item has been explained. 1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose of pro that the roofing system meets the wind resistance and water intrusion performance standards.Aesthetics (appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement betty the owner and the contractor. 2. Renailing Wood Decks:When replacing roofing,the existing wood roof deck may have to be r n filed in accordance with the current provisions of Section R4403.(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 contr ctor and/or owner should notify the occupants of adjacent units of roofing work to be performed. ua4: Exposed Ceilings: Exposed,open beam ceilings are where the underside of the roof decking ca 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.This provides the option of maintaining this appearance. 4n- 3. Ponding Water: The current roof system and/or deck of the building may not draieft1l6and m y cause water to pond (accumulate) in low-lying areas of the roof. Ponding An0be-an indUallon of structural distress and may require the review of a professional structural engineer,, �on$ng may shorten 0.00�0 the life expectancy and performance of the new roofing system. Ponding conditiops,IW not be Pvident until the riginal roofing system is removed. Ponding conditions should be corrected.... 6000 666. 0000 66666 �` 6l Overflow scuppers (wall outlets): It is required that rainwater flow of#sv*et the roof4s not --: ov loaded from a build up of water. Perimeter/edge walls or other roof extensions avy block this dis&arge 0.0 if overflow scuppers (wall outlets) are not provided. It may be necessary to instaneNdIlow scuppers in •, accor a 6 6 6 nce with the requirements of Sections R4402, R4403 and R4413. 6 ' 606906 6 .. . . 006600 7 Ventilation: Most roof structures should have some ability to vent natural airflow tfir4egh the 0 terior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Exception:Atti spaces,designed by a Florida licensed engineer or registered rcllit tito eli inate the'<attic venting,ventin II not be required. i j O r' ,nt s:S Date Contra 's i atur Property Address Permit Number ♦ Miami Shores Village 1" 0000 113111" Building Department 10050 N.E.2nd Avenue FNTE9 tK� Miami Shores, Florida 33138 ��oRIUA 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: 1 /5/16 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Laura K. Courty Property Address: 1129 N.E. 92 St Miami Shores, F1 33138 Roofing Permit Number: Dear Building Official: •••• . . 0000 0000.. I Laura K. Courty certify that I am not required to retrofit the roo#ty wail congee*06 s of my •; •000.0 •Y • 0.0000 • 0 building because: 000000 • ••••�• 0000 0000 • • xxThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.04•Please at44W prooWtad 0000•• 000008 60000 valorem taxation. •.••.' 0 0 0 0.. o The building was constructed in compliance with the provisions of the Florida Building Codb (P'BC) or with the provis". 0000.• • • of 1994 ed' ' f South Florida Building Code (1994 SFBC) 0.00 ; •••• ;0.00; • • Signa ure Print Name 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. Sworn to and subscribed before me this a-f& At4 4 ay of A4- ;20 4- e MARYLOU HE NMWWEZ Nota Public, Sate of Florida at Large MrcoMMlssIONFF059092 Notary g �FJ(�P'RES:October 10,2017 ugpubtaUndenwftem • 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 constru wt 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 512112009 Property Search Application,- Miami-Dade County Page 1 of 1 0 Olm THE PROPERTY Ar"hRAIA& ER FFICE 0'0 li""i U rp N P, Summary Report Generated On:1/5/2016 Property Information Folio: 11-3205-027-0370 Properly Address: 1129 NE 92 ST Miami Shores,FL 33138-2934 Owner LAURA K COURTY 1129 NE 92 ST Mailing Address MIAMI SHORES,FL 33138 Primary Zone 1100 SGL FAMILY-2301-2500 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT Beds/Baths/Half 3/3/0 Floors 1 f � Living Units 1 -- Actual Area 2,451 Sq.Ft �f Living Area 1,717 Sq.Ft Adjusted Area 2,052 Sq.Ft Taxable Value Information Lot Size 9,375 Sq.Ft Year Built 1951 County 2015 2014 2013 Assessment Information Exemption Value $50,00 Year 2015 2014 2013 Taxable Value $153',892 • $19, $152!02 Land Value $285,750 $253,500 $171,000 School Board ••• • Ma• Building Value $142,819 $139,126 $139,126 Exemption Value $2�,6 36000 :�2�5�(1011 XF Value $656 $664 $672 Taxable Value $10,991 $1 W, sf ft Market Value $429,225 $393,290 $310,798 city '• '• •• • •••••• Assessed Value 1 $206,6921 $205,052 $202,022 Exemption Value $�A,OQ $50,800 $50!000 Taxable Value 1 $16,69 $.4Sy05 1� • • • Benefits Information Regional •. • Goes .*of*: Benefit Type 2015 2014 2013 Exemption Value 1 $50,0001 031,00 $50,000 Save Our Homes Assessment $222,533 $188,238 $108,776 Taxable Value 1 $156,692 $155,0521 $152,022 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Homestead 08/26/2009 $35,000 26997-1739 Affiliated parties Note:Not all benefits are applicable to all Taxable Values(i.e.County, 08/01/1994 $140,000 16493-0273 Sales which are qualified School Board,City,Regional). Short Legal Description 5 53 42 BAY LURE PB 44-63 LOT 25 BLK 2 LOT SIZE 75.000 X 125 OR 16493-0273 0894 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 1/5/2016 � Miami-Dade CountyHVHZ Electronic Roof Permit Form .� d�p �"' Section C Page(Low Slope Roof Systems) "Deliverihtg*'Exce!lence Every Day" "'• , Fill in the specific ioof Assembly components.If a component is not required,insert not applicable(n/a)in the ox. ROOF SYSTEM MANUFACTURER: GAF MATERIALS Top Ply: T. GRANULAR SURFACE CAPSHE Product Approval (NOA): 13-1022.15 System Type: Top Ply Fastening/Bonding Material: Wind Uplift Pressures,From RAS 128 or Sealed Calculations: TYPE 4 ASPHALT,,-- . F (P1) Field: 42 8 psf Surfacing: N/A SINGLE PLY MEMBRANE: (P2) Perimeters: 71.7 psf Single Ply Manufacturer/Type: (P3)Comers: 108 psf N/A Maximum Design Pressure From NOA: 52.5 psf N/A Single Ply Sheet Width: 1/2 Sheet Width: N/A „ Roof Slope: 1/8 11: 12 Roof Mean Height: 14 ft. No.of Single Ply 1/2 sheets: N/A Parapet Walls: 0 No 0 Yes Parapet wall Height: ft. Single Ply Membrane Fastening/Bonding Material: N/A Deck Type: --5/8"Plywood-- ❑FASTENER SPACING FOR BASESHEET ATTACHMENT Support Spacing: 18 "o/c ❑SINGLE PLY MEMBRANE ATTACHMENT Alternate Deck Type: N/A rr l g Existing Roof 1.Field: o/c @Laps& 2 rows 6 "o/c GRAVEL 2.Perimeter: 6 "o/c @ Laps& 4 rows 6 "o/C Fire Barrier. JUN 2016 6 , N/A 3.Comer: o/c @ Laps& 4 rows 6 "o/c Vapor Barrier. NUMBER OF FASTENERS PER INSULATION BOARD: N/A 1. Field: N/A 2. Perimeter. N/A 3. Comer. N/A Anchor Sheet: Insulation Fastener Type: 75#BASE SHEET N/A Anchor Sheet Fastener/Bonding Material: 1 1/4" RING SHANK NAIL WOOD NAILER TYPE AND SIZE: N/A Insulation Base Layer Size&Thickness: N/A Wood Nailer Fastener Type and Spacing: Insulation Base Layer Fastener/Bonding Material: N/A N/A EDGE&COPING METAL SIZES: Insulation Top Layer Size&Thickness: Edge Metal Material: --Galvanized Metal— N/A Edge Size: --3"face 26 ga.-- Insulation Top Layer Fastener/Bonding Material: Hook Strip Size: —METAL EDGE HOOK STRIP N/A-- N/A Edge Metal Attachment: Base Sheet(s)&No.of Ply(s): N/A Base Sheet Fastener/B ondir Mate ril: Coping Material: --PARAPET COPING METAL N/A— N/A Coping Size: --COPING METAL SIZE N/A-- • •• . .. . . . . ... . Ply Sheets)&No.of Ply(7 �; •�; Hook Strip Size: --COPING METAL HOOK STRIP N/A-- 2 PLY, PLY IV FIBERGLASS Parapet Coping Metal Attachment: Ply Sheet Fastener/Bpndip9,MateriW: ... TYPE 4 ASPHALT .. . . .. . . .. . . of 0 000 0 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 4 �fII�M N�►DE Miami-Dade County HVHZ Electronic Roof Permit Form • f !°Delivering EXcellence Every Day" Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS-111 and Chapter 15 HVHZ, FBC. Parapet Wall Height Dean Roof Height R. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • •• • • •• • • •• • • •• • ••• • •• • 0:0•• • • • • 0:0•• • • • • • • • • • • • • r M1AM1•�1DE MIAMI-DADE COUNTY 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)31525-99 NOTICE OF ACCEPTANCE (NOA) "m.miamidade coy/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 Conventional Built-Up Roof Systems for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shaar6e aveilel a fob inspe ion at the job site at the request of the Building Official. This NQ,*&rJggws+c;savije31\10A No. 13-0424.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L.Acebo. . . . . . . . . . . . . . . .. . .. . . .: : .. �J •• 00: •• .• NOA No.: 13-1022.15 MU4M6D?ADECOUNTY Expiration Date: 11/04/18 • ' ••• Approval Date: 11/06/14 "' ' Page I of 16 ... . . 000 ... . . 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 GAFGLAS4'#75 Base 39.3T'(1 meter) ASTM D4601 Type II asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS*#80 Ultima' 39.37"(1 meter) ASTM D4601 Type II asphalt impregnated and coated,fiberglass Base Sheet Wide base sheet. GAFGLAS®F1exPly"4 6 39.37"(1 meter) ASTM D2178 Type VI asphalt impregnated glass felt with asphalt Wide- coating. GAFGLAS®Ply 4 39.37"(1 meter) ASTM D2178 Type IV asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS°Mineral 39.37"(1 meter) ASTM D3909 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 EnergyCote GAFGLAS Stratavene 39.37"(1 meter) ASTM D4897 Fiberglass base sheet coated on both sides with Eliminator T.Perforated Wide asphalt. Surfaced on the bottom side with mineral Venting Base Sheet granules embedded in asphaltic coating with factory perforations. GAFGLAS®Stratavento 39.37"(1 meter) ASTM D4897 A nailable,fiberglass base sheet impregnated and Eliminator T.Nailable 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 D6164 Non-Woven Polyester mat coated with polymer- Weldy'Smooth Wide modified asphalt and smooth surfaced. Ruberoido SBS Heat- 39.37"(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- Weld7 25 Wide modified asphalt and smooth surfaced. Ruberoide 2A•' ••: : .'39:3T' 1 meter) ASTM D6163 SBS modified asphalt base sheet reinforce with a • •• ••• � glass fiber mat. •• ••• •• • • • •• Ruberoid`e Mop Smooth 39.37"(l meter) ASTM D6164 Non-woven polyester mat coated with polymer- . ... ... wide. modified asphalt and smooth surfaced. • • • • • • • • • • •• • • •• • • •• • • •• .•. •• NOA No.: 13-1022.15 MAMMADEcounmr Expiration Date: 11/04/18 • "' Approval Date: 11/06/14 • Page 2 of 16 . . . . . . . . . .. i TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description FireOut'4 Fire Barrier 5, 55 gallons Proprietary Low VOC,water based fire barrier coating. Coating VersaShield®Fire 350 sq. ft.roll ASTM D226 Non-Asphaltic Fiberglass-Based Underlayment. Resistant Roof Deck Protection Topcoat®Surface Seat 5 gallons ASTM D6083 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) EnergyGuardr4 Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard"'RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuar(r RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard"m Perlite Roof Insulatiori Perlite insulation board. GAF EnergyGuardTA Periite Recover Board Perlite recover board GAF EnergyGuard76 RA Composite Polyis-) Polyisocyanurate foam insulation with high GAF Insulation density fiberboard or Permalite perlite insulation SecurocV Gypsum-Fiber Roof Board Gypsum roof board United States Gypsum Corp. StructodeV High Density Fiber Board High density fiber board Blue Ridge Fiberboard,Inc. DensDecko Roof Board Gypsum board Georgia-Pacific Gypsum LLC .00 • •• • • • • ••• • • ••• • ••• • • • • • • • • • • • • • • • • • • ••• • 000 ••• :0000 NOA No.: 13-1022.15 r MIAMI-DADEtourrrr Expiration Date: 11/04/18 • ► ;• Approval Date: 11/06/14 ' 0 Page 3 of 16 ..• . . 0.0 •.. . . A&PRO'VED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-Tec'"#12 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 2. Drill-Tec"m#14 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 3. Drill-Tec XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill-Tec'"ASAP 3S Drill-Tec'"#12 Fastener with Various GAF Drill-Tec'"3"Standard Steel Plate 5. Drill-Tec'.3"Steel Plate Round galvalume stress plate 3" round GAF used with Drill-Tec"' fasteners. 6. Drill-Tec"'3" Standard Steel Round galvalume plated steel 3"round GAF Plate stress plate with reinforced ribs for use with Drill-Tec'" fasteners. 7. Drill-Tec 'AccuTracaFlatAZ-SS aluminized steel plate 3" square GAF PIate for use with Drill-Tec''#12 Fastener,Drill-Tec'"#14 Fastener and Drill-Tec'"#15 Fastener. 8. Drill-Tec' AccuTrace Galvalume Steel plate for use 3"square GAF Recessed Plate with Drill-Tec""fasteners. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . . . . . •• • • •• • • •• • • •• • ••• • •• • NOA No.: 13-1022.15 MIAMMADECOIJNTY Expiration Date: 11/04118 • •• Approval Date: 11/06/14 • ••• Page 4 of 16 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . EVIDENCE SUBMITTED: Test Aeen Test Identifier Description Date Factory Mutual Research Corp. J.I.2B8A4.AM 4470 07/02/97 JI 3B9Q l.AM 4470 01/08/98 J.I. ODOA8.AM 4470 07/09/99 J.1. OD 1 A8.AM 4470 07/29/94 J.I. OY9Q5.AM 4470 04/01/98 3029832 4470 05/11/07 UL LLC R1306 UL 790 07/22/13 PRI Construction Materials GAF-012-02-02 ASTM D4977 11/06/01 Technologies,LLC GAF-020-02-01 ASTM D4977 02/01/02 GAF-082-02-01 ASTM D6083 05/07/06 GAF-08402-01 ASTM D6083 05/09/06 GAF-270-02-02 ASTM D226 11/15/10 GAF-276-02-01 Rev ASTM D6083 12/16/10 GAF-276-02-02 ASTM D226 11/15/10 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C 1289 10/22/12 GAF-417-02-01 ASTM C1289 05/28/13 GAF-464-02-01 ASTM C 1289 10/22/12 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 IRT of S. Fl. 02-005 TAS 114 01/18/02 02-014 TAS 114 03/22/02 Trinity I ERD G30250.02.10-3-R1 ASTM D3909 11/26/12 G31360.03.10 ASTM D6164 03/31/10 G33470.01.11 ASTM D6164 11/16/11 G34140.04.11-2 ASTM D6163 04/25/11 G34140.04.11-4 ASTM D6401 04/t5/11 G34140.04.11-5 ASTM D4897 04/25/11 G34140.04.1 I-5-R I ASTM D4897 10/18/13 G40630.01.14-2A-1 ASTM D6164 01/07/14 G43610.01.14 ASTM D3909 01/22/14 G6850.08.07-1 ASTM D3909 08/13/07 G30250.02.10-3-R1 ASTM D3909 11/26/12 .. ... . . . . . .. •• ... .• • • . •• .• ••• •.•• •.• ..• •.• NOA No.: 13-1022.15 rMaaMaaaneCOUNWRI Expiration Date: 11/04/18 Approval Date: 11/06/14 • V: : : . Page 5 of 16 . •• •• . . . •• .. ... . . . ... . . Membrane Type: BUR Deck Type 1: Wood,Non-insulated Deck Description: 19132"or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shalt apply. Fire Barrier: FireOutT"Fire Barrier Coating,VersaShield®Fire Resistant Roof Deck Protection or (optional) Securock""Gypsum Fiber Roof Board. Base sheet: GAFGLAS 480 UltimaT"Base Sheet, Stratavene Eliminator Nailable Venting Base Sheet,Ruberoido 20,Ruberoide SBS Heat-Weld"Smooth.or Ruberoie SBS Heat-Weld'' 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS®Ply 4,GAFGLASO FlexPlyT"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 F1exPlyT"6,GAFGLAS#75 Base Sheet or any of above base sheets attached to deck with Drill-TecT" #I2 Fastener or Drill-TecT"#14 and Drill- Tee TM 3"Steel Plate,Drill-TecT' AccuTraca Flat Plate or Drill-Tec",AccuTrac*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#V GAFGLAS Flex Ply T4 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 4"lap staggered and in two rows 9"o.c. in the field. (Maximum Design Pressure S2.5 psf.See General Limitation#7) GAFGLAS#80 Ultima""Base Sheet,Ruberoido20,RuberoideMopSmooth,base sheet attached to deck with approved 1'/4"annular ring shank nails and inverted 3"steel plate at a fastener spacing of 9"6.c.at the 4"lap and in two rows staggered with a fastener spacing 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 attac�ed to deck with Drill-Tec"' #12 Fastener orDrill-Tec•" #14 Fastener and Drill-TecT"3"Steel Plate,Drill-TecT" AccuTraco Flat Plate or Drill-TecT'AccuTrace Recessed Plate 12"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—60 psf.See General Limitation#7) •• •' :• *AnF df Wve Base sheets attached to deck approved annular ring shank nails and 3" •• •; c�Drill-Tec""insulation plates at a fastener spacing of 9"o.c.at the 4" lap staggered •' •in fWI5 MWs 9" in the field. (Maximum Design Pressure—60 psf.See General Limitation#7) .. . ... . •• . NOA No.: 13-1022.15 M� E coun�nr •• Expiration Date: 11/04/18 Approval Date: 11/06/14 • Page 14 of 16 . .. .. . . . .. .. ... . . . ... . . . Fastening Options: GAFGLASO#75 Base Sheet or any of above base sheets attached to deck with Drill-TecTm (Continued) #12 FasteOer or Drill-Tec'.#14 Fastener and Drill-TecT'3"Steel Plate, Drill-Tec'" AccuTraco Flat Plate or Drill-Tec T.AccuTrae 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 GAFGLASO Ply 4 or GAFGLASO#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® EnergyCapT'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. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 3001bs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat`s Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Options . .. . . . . ... . • ••• • ••• • • • • • • • • • • • • •• • • •• • • •• • • •• ••• •• NOA No.: 13-1022.15 t�ur�i aaaE co�rmr Expiration Date: 11/04/18 '• • ApprovaI Date: 11/06/14 • • "' Page 15 of 16 . . . • • . • • • • . .. .. . . . .. .. WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLASO Ply 4 and GAFGLASO Flex Plyr"6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/"DensDecki'Roof Board or Yz"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: I. 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 24-40 lbs./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 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 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F'}value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value Iisted 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 1 i 7. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared,signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant(When this limitation is specifically referred within this NOA, General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS I I 1 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e. perimeters,extended corners and corners).(When this limitation is specifically referred mitbir6this WOA,,Geiggral Limitation#7 will not be applicable.) 10. All products As e&h4re2nsh&lChsve a quality assurance audit in accordance with the Florida Building Code and Rule CII,e2Q;J a f'.ieklor'i'fiAd-ministrative Code. END OF THIS ACCEPTANCE . ... . ... . . . . . . . . . . . . .. . . .. . . .. . . NOA No.: 13-1022.15 MIAMMADEcoUNW Expiration Date: 11/04/18 • •• • ' Approval Date: 11/06/14 • • ••• • ' Page 16 Of 16 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o 9 um TGFU.R1306 Roofing Systems GAF MATERIALS CORP R1306 1361 ALPS RD WAYNE,N3 07470 USA ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Class A 4.Deck: C-15/32 Incline: 1 Slip Sheet(Optional):--Red rosin paper, nailed to deck. Insulation (optional):--Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System"or any UL Classified insulation adhesive. Base Sheet:—One ply Type G2 "GAFGLAS@#75 Base Sheet"or"Tri-Ply®#75 Base Sheet"(may be nailed). ..� Ply Sheet:—One or more plies Type G 1 "GAFGLAS(Z Ply 4"or "Tri-Ply®Ply 4" or GAFGLAS®Ply 6". Cap Sheet:--One ply Type G3 "GAFGLAS®Mineral Surfaced Cary Sheet"or"Tri- Ply®Mineral Surfaced Cap Sheet"or"GAFGLAS®EnergyCapTM BUR Mineral Surfaced Cap Sheet." Surfacing(optional):--"TOPCOATO EnergyCoterM"applied at a rate oft-gaI/100412. Copyright©2011 Underwriters Laboratories Inc. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service.Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide Information,Designs and/or •• •Listings(4:iIes)•nuobe presented in their entirety and in a non-misleading manner, y;it�iogty iiulation of the data(or drawings).2. The statement"Reprinted from the •.' .Onhat Cghildtiad Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition,the reprinted material must ...inchwde a wpyright notice in the following format: "Copyright©2011 % % . . . .. . ... . .. . ... . . . . •.• . . . . . . . . . . . . . .. .. . . . .. ..