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RF-16-3377
F .� t fn 1 � � 1$�ri, r • tJ ' I h�! 1, �}*�i�i• �I � l _'3- i r ^�• S,yz a�,`�"-.,kr� �y'�x'�.�����,., ,.� t 9 C� `n k�A.' - , F• � + s rt s I � t al � _. It, I ., _ ,� L Y� RA 4225 SW 71 Ave Miami. FI 33155 Tel:786-398-9179�ax:786-800-2627 a1 roofinsaection(Mamail.com LAB CERTIFICATION #14-1215.04 SITE SPECIFIC INFORMATION UPLIFT TEST-TAS #106 Roofing Contractor SUNCOAST ROOFING Permit# 163377 Job Address 941 NE 91 TERRACE MIAMI SHORES FL 33138 Owner's Name ELISE FABLE Type of Tile FLAT TILE Date Installed Approximate Roof Height 9' feet Roof Pitch 3/12 Type of Access to Roof LADDER Approximate Square Footage of Roof 24 ft2 Required Testing Force 35 Lbs Date Tested 12/20/2016 Number of Tests 39 Testing Equipment F.G.E.100 Contact Name RENE CUEVAS Phone# 786-426-2248 LOCATION #OF TEST PASS #OF TEST FAIL Corner 6 Tests 6 Pass Test Fail Perimeter 7 Tests 7 Pass Test Fail Field 24 Tests 24 Pass Test Fail Ridge 2 Tests 2 Pass Test Fail TOTAL 39 Tests 39 Pass Test Fail IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA WE,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE ' REQUIREMENTS OF DADE COUNTRY,WITH NO DEVIATIONS.THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS.THIS REPORT IT IS NOT VALID FOR INSURANCE CLAIMS. I .00 A • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• ••• ••• • • • • • • • • •• • • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r , A-1 Engineering Inspection Services, Inc 4225 SW 71 Ave Miami, FL 33155 Tel: 305-662-3710 Fax: 786-800-2627 al roofinspectionk mail.com LAB CERTIFICATION# 16-0510.15 12020/2016 PERMIT. #163377 941 NE 91 TERRACE MMMI SHORES FL 33138 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T . .. ♦ . . • ... ♦ .• ••. .• 0.0 • . .. . ••• ••• ••• ••• ..• •Y Y • • • • •Y• • • • • Y•• • • • •• •• • • • •• •• RAFAEL E. DROZ SEDA P. E. STRUCTURAL AND THRESHOLD INSPECTIONS LICENCES 39228 & SPECIAL INSPECTOR# 843 9130 CRESCENT DRIVE MIRAMAR FL. 33025 - 2426 AS BUILT INSPECTION December 21, 2016 To whom it's May Concern 941 NE 91 Terrace Miami Florida Miami Shores, Florida RF-12-16-3377 Dear Sirs This report was issued in response to a request from Building Contractor to perform a Roofing Inspection at the above address of an existing work. The Built top Roofing composed of One Ply of 30# paper fastened with tin cap @ 4" on center at edge and two rows at 12" on center at the field. One Ply of 90 # hot mopped. Roof plugs were done to the existing roof to verify the tin caps and build top Roofing and found that fastening is capable to sustain the imposed load, therefore is approved. I certify to the best of my knowledge and belief after the inspections that the all work was done in accordance with the Florida Building Code and Miami Dade County Specifications, and is structurally sound and safe for the specific usage, therefore is approved. The Inspectors certify that there are no financial or business interests on the above property nor has ever been a contractor employee. .. ... . . . . . .. If additional inf rmaEadt�ds:r bireetplease contact me at (305) 962-7452. .. ... .. . . . .. Sincerely, . ... ... ... ..: .:. go: :. • : . : • ' : • :• RAFAEL E. A P.E. . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . o, Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 �E Phone: (305)795-2204 0", 1 8 Expiration: 06/14/2017 i,. Project Address Parcel Number Applicant 941 NE 91 Terrace 1132060030050 MONTANA 13 HOLDINGS III LLC Miami Shores, FL 33138-3219 Block: Lot: Owner Information Address Phone Cell MONTANA 13 HOLDINGS III LLC 970 SOUTH SHORE Drive MIAMI BEACH FL 33141- 970 SOUTH SHORE Drive MIAMI BEACH FL 33141- Contractor(s) Phone Cell Phone Valuation: $ 6,700.00 SUNCOAST BUILDERS&ROOFERS (305)436-9294 (786)541-6819 m. _. _ ._.__ ., .._.._.. Total Sq Feet: 980 Type of Work:Re Roof Available Inspections: Additional Info: Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.20 Invoice# RF-12-16-62362 DBPR Fee $3.75 12/16/2016 Cash $227.70 $50.00 DCA Fee $3.75 Education Surcharge $1.40 12/14/2016 Cash $50.00 $0.00 Permit Fee-New Roof $250.00 Scanning Fee $9.00 Technology Fee $5.60 Total: $277.70 In consideration of the issue to me f this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in stri conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assum respon bility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for EI-5PTITAL,PLU G MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS FFID T. I certify th all t foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an g. Futh ore,I aut orize the above-named contractor to do the work stated. December 16, 2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy December 16,2016 1 Miami Shores Village - 17 1 Building Department DEC 1 4 6 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 13Ya Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2011 BUILDING Master Permit No. I P PERMIT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL MIA ❑PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS [:] CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade bio: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): El OM& Hold d �s I U - Phone#: Address e / City: State: �( � Zip: Tenant/Lessee Name: Phone#: Email: � CONTRACTOR:Company �Name: �'- I �//4 *4 Address: S ( S City:._ q9n A F 41State: Zip: 5 30-z,,3Qualifier Name: I V & �-*A I��1�^� Phone#: 6 n6 2Z,Ys State Certification or Registration#: C /� Z ZJ 6 �� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Z .�f Value of Work for this Permit:$ Square/Linear Footage of Work: ` Type of Work: ❑ Addition ❑ Alteration ❑- 4New-^�'' ❑ Re air/Replace F-1Demolition Description of Work: �' L S Y•l— l f V Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 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 a d co struction lien ► w hrnrhure will he delivered to-the-person- whose o the-personwhose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is iss the en such posted notice, the inspection will not be approved and a reinspection fee will be charged. l0l Signatu Signature L OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The for going instrument was acknowledged before me this day of 1>fCgmbktr .20 % ,by day of 1 20 L G ,by EU S•C b • �' O re�fwho is personallyknownto 1. 1 S� C'A )VADP who is personally known to me or who has produced �CtV`Q Y L �hSas me or who has produced JFZ D/- as identification and who did take an oath. identification and who did take an oath. NOTARY NOTARY PUBLIC: CD Sign Sign: n•�/� 'l`� Print: Print: '•• •°e MY C Seal: Seal: EXPIRES June 16,2017 t l'g6p&, YANADY PRIEM (407�398A153 �eAam MY COMMISSION#FF 214031 EXPIRES:March 2019 *� d � .�1C APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) section Af MIAMt�DIADE 33�� Miami-Dade County Building Department Electronic Application High Velocity Hurricane ofing Permit Application Form "Delivering Excellence Every Day" "iami sl1rres Village Section A(General In tiED By DATE Master Permit No: Process No: ?DNIN DEPT- Contractor's Name: SUNCOAST BUILDERS AND ROOFERS Job Address: 941 NE 91 TERRACE �'Ir cT To -OMPLIANCE WITH ALL FEDERAL Roof Category-Ir Nn COl iNTY RULES AND RFGULATIONB® Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ hakes ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type OF 11 . ,. E ❑ New Roof © Re-Roofing ❑ Recovering ❑ Repair is; t ❑ Maintenance Are there Gas Vent Stacks located on the roof? ElYes ElNo If yes,what type?' PG A. Roof System information Low slope roof area(fL2) 300 Steep Sloped area(ft.Z) 680 Total(ft?) ....... ...... .... • Section B(Roof Plan) •. Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers, overflow scuppers anci814ftw drains'Include • dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location 01 parapets.% """ Perimeter Width(a'): ".". ' DEC 14 016 BY 1 Tile Roof System MIAMFM Miami-Dade County Building & Neighborhood Compliance Department ' HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: ENTEGRA ROOF TILE, LLC Notice of Acceptance Number(NOA): 16-0112.07 Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): P 1. -39.1 p 2. $8.1 p 3:1-100.7 Maximum Design Wind Pressures,(From the NOA Specific system): 40.4 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— . ,. Optional Insulation: N/A Optional Nailable Substrates ....% ... . ..... Optional Nailable SubstrV;AClGhment: .... �; • Roof Slope: 4 "/12" N/A "" ••••• . . . . ...... Roof Mean Height: 14 ft. Basesheet Type: •0000 000 Method of Tile Attachment: #30 ASTM D226 TYPE II •..• —Adhesive, Medium Paddy Polyfoam Polypro— Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: 12 GA. 1-1/4"RING SHANK NAILS N/A Tile Underlayment(Cap Sheet)Type: —3"face 24 a.— POLYGLASS TU PLUS Drip Edge Size&Gauge: 9 Tile Underlayment Attachment Method: Drip Edge Material Type: —Galvinized Metal— SELF ADHESIVE Drip Edge Fastener Type: 12 GA. 1-1/4" R.SHANK NAILS Tile Profile: BERMUDA FLAT CONCRETE TILE Hook Strip/Cleat gauge or weight: I—n/a- Section E r f"1� - Miami-Dade County Building&Neighborhood Compliance Department 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 file 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 file attachment method is acceptable. P 1: -39.1 X X0.205 = 8.015 -Mg: 6.86 =Mrl:11.15 5 40.4 NOA W P 2: -68.1 X 0.205 13.96 -Mg: 6.86 =Mr2: 7.1 5 40.4 NOA Mf P 3: -100.7 X X 0205 = 20.64 -Mg: 6.86 =Mr3: 13.78 5 40.4 NOA Mf Method 3"Uplift Based Tile Calculations Per RAS 127' For Uplift based tie systems use Method 3.Compare the values for F with the values for Fr.If the In values are greater than or equal to the Fr values,for each area of the roof,then the fife attachment method is acceptable. :090:9 • • • • ••.. • . ••...• P1: X I: = X w: _ -W. = X cos 0: =Frl: � �IbA F' � • 0000.. P2: X 1: = X w: _ -W.. = X cos e: =Fr2: •••• 1 " N6 F' ••.•• *00 P3: XI: = XW. _ -W: = XCos 0: =Fr3: •• • 5 •• NOA F' 0.00•• . . . ...•.• Where to Obtain Information to complete the calculations: ......••• :0060* •• . 0000 • • • Where to Find Description Symbol Design Pressure P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope a Job Site Aerodynamic Multiplier X Product Approval(NOA) Restoring Moment due to Gravity Mg Product Approval(NOA) Attachment Resistance Mf Product Approval(NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F Product Approval(NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval(NOA) I=length Tile Dimensions w=width Product Approval(NOA) W&AU-D-4DE COUNTY MIAMt�ADE PRODUCT CONTROL SECTION * 1 11805 SW 26 Street,Room 208 DEPARTME-N'T OF REGULATORY AND EC0N01%nC RESOURCES(RER) Miami,Florida 33175-2474 BO.4RD AND CODE ADIMUSTRATTON DINTSION T(786)315-2590 F(786)315-21599 NOTICE OF ACCEPTANCE (NOA) wwwjniamidade.gov/economti- Entegra Roof Tile,LLC 1289 NE 9h Ave Okeechobee,FL.34972 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:Bermuda Concrete Flat Roof THe •••••• •• •••••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stgte•and follo j:y • statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. 0000 9 ••••• 06.09• •90• .••.• RENENVAL of this NOA shall be considered after a renewal application has been filed and there has btei2 so chanito w ••••.. 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 revisiog or change h;the ;•... materials,use,and'or manufacture of the product or process.Misuse of this NOA as an endorsement ofany Product,,IU'• • 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. ADVERTISEXIENT: The NOA numberpre ceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 14-1120.06 and consists of pages 1 through 6. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.16-0112.07 QTY Expiration Date:06/07121 Approval Date:02/24/16 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Entegra Flat Concrete Roof Tile,as manufactured Entegra Roof Tile.LLC in Okeechobee.FL as described in Section 2 of this Notice of Acceptance,designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For use in the locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be prepared as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Entegra Flat Tile Length= 16" TAS 112 Flat profile,interlocking,high pressure extruded Width= 10" Type 3a concrete roof tile equipped with two nail holes. Class III For mechanical,mortar or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for use at 999•. w=varies hips,rakes,ridges and valley teaminat ions. 6 999 9 9.• varying thickness Manufactured for each tile profile.* 0 00 0 .' 966.06 0 0. 9600.0 2.1 MANLTFACTURING LOCATION """ ;9 9 6 9; 9999 6 1. Okeechobee,FL ""•' 9999 . •6999 69966• •996 69696 2.2 EVIDENCE SUBMITTED " •• 000: ••60:0 9999.. 6 Test Agency Test Identifier Test Name/Report DaA 0 6 Redland Technologies 7161-03 State Uplift Testing .•;?ec. 1;016 0 9 6 0 Appendix III PA 102&PA 102(A) •6 •••• 6 �: The Center for Applied Engineering, 94-084 Static Uplift Testing May 1994 Inc. PA 101 (Mortar Set) The Center for Applied Engineering, 94-060A Static Uplift Testing March, 1994 Inc. PA 101(Adhesive Set) The Center for Applied Engineering, 25-7094-2 Static Uplift Testing PA 102 Oct. 1994 Inc. (4"Headlap,Nails,Direct Deck,New Construction) The Center for Applied Engineering, 25-7094-8 Static Uplift Testing PA 102 Oct. 1994 Inc. (4"Headlap,Nails,Battens) The Center for Applied Engineering, 25-7094-5 Static Uplift Testing PA 102 Oct. 1994 Inc. (4"Headlap,Nails,Direct Deck, Recover/Reroof) The Center for Applied Engineering, 25-7183-6 Static Uplift Testing PA 102 Feb. 1995 Inc. (2 Quik-Drive Screws,Direct Deck) NOA No.16-0112.07 � tTr Expiration Date:06/07121 Approval Date:02/25/16 Page 2 of 6 2.2 EVIDENCE SUBMITTED Test Agencv Test Identifier Test Name/Reuort Date The Center for Applied Engineering, 25-7183-5 Static Uplift Testing Feb. 1995 Inc. PA 102 (2 Quik-Drive Screws,Battens) The Center for Applied Engineering, 25-7214-1 Static Uplift Testing March. 1995 Inc. PA 102 (1 Quik Drive Screw,Direct Deck) The Center for Applied Engineering, 25-7214-5 Static Uplift Testing March, 1995 Inc. PA 102 (1 Quik-Drive Screw,Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108(Nail-On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs.smooth shank nails The Center for Applied Engineering, Project No.307025 Wind Driven Rain Oct. 1994 Inc. Test i*MDC-77 PA 100 Atlanta Testing&Engineering,Inc. R1.894 Physical Properties Aug. 1994 R2.894 PA 112 R3.894 :000% Professional Service Industries,Inc. 395-40011-1 Physical Properties '.0'F'eb 20;. . ••�. • • PA 112 000000 : 960' 0000:. Celotex Corporation Testing Service 520109-1 Static Uplift Testing 664:Dec. 1998 6 520111-4 PA 101 ••66 Celotex Corporation Testing Service 520191-1 Static Uplift Testing ••'March 1999* ••••• PA 101 666666 00.6 0.:069 Walker Engineering, .. �Inc. Calculations Aerodynamic Multiplier •March 20M.0 6906.6 Walker Engineering,Inc. Evaluation Calculations 25-7094 ;6*:Ilb 1996 ' •0 Walker Engineering,Inc. Evaluation Calculations 25-7496 ' A$ril 190600:9 6.0•'• Walker Engineering,Inc. Evaluation Calculations 25-7584 0 .tecembir.. . ' 6 :0000: 25-7804b-8 1996 6 006 25-78044&5 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations Restoring Moment.Ms March 2004 Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999 Nutting Engineers 13343.1 TAS 112 05106','08 American Test Lab of South Florida RT1210.02-15 TAS 112 12!17'15 atdornec NOA No.16-0112.07 APPROVED I Expiration Date:06/07/21 Approval Date:02/25116 Page 3 of 6 3. LBUTATIO\S: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance«rith TAS 106 may required;refer to applicable building code. 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 Miami-Dade Product Control Section for review. 3.4 Minimum underlayment shall be in compliance«ith 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 othenxise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance NAith applicable building code. 4. INSTALLATION 4.1 Entegra`Flat' Concrete Roof Tile and its components shall be installed in strict compliance Nath Miami Dade County 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(lbf) Length-1(ft) Width w(ft) Ente ra Flat Tile 9.7 1.33 .833 • Table 2: Aerodynamic Multipliers (W) •• • • Tile (ft) �,• •• Profile Batten Application Direct DecjrAppiication . Ente ra Flat Tile 0.189 Table 3: Restoring Moments due to Gravity-Mg(ft-lbf) ...... • Tile 3"•12" 411.12" 5"•12" 611•12" Ore'iiter t •••• • Profile .'711:12" ;�•��; • Entegra Flat Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens DI94Ct Deck Deck Deck Deck Deck 6.53 6.97 6.43 6.86 6.29 6.71 6.14 6.54 5.97 6.35 NOA No.16-0112.07 CGUNiIr Expiration Date:06107/21 Approv-a1 Date:02125116 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment-M,(ft Ibf) for Nall-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132"plywood) (min. 19132" plywood) Entegra Flat 2-10d Ring Shank Nails 30.9 38.1 17.2 Tile 1-10d Smooth or Screw 7.3 9.8 4.9 Shank Nail 2-10d Smooth or Screw 14.0 18.8 7.4 Shank Nails 1 #8 Screw 30.8 30.8 18.2 2#8 Screw 51.7 51.7 24.4 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) 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) 2-10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4"tile headlap and fastemers are located a min.of 2W from head of tile. •� Table 5: Attachment Resistance Expressed as a Moment Mr(ft-lb .•. s •••••• for Two Patty Adhesive Set Systems . . •� ...... Tile Tile Application Minimum Attachm"lt"istance • Profile �.... �••••� Entegra Flat Tile Adhesive 31.330000 0 ••••• 2 See manufactures component approval for installation r uirements. • . :• ' •"" 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. '•":' 3M-2-Component Foam Roof Tile Adhesive AH-160.Average weight per 8 rams. '. Table 6: Attachment Resistance Expressed as a Moment-Mt(ft4bf) • .. • •.• :....• for Single Patty Adhesive Set Systems 0 00• Tile Tile Application Minimum Attachment Profile Resistance Entegra Flat 3M-2-Component Foam Roof Tile Adhesive AH-160 118.94 Tile 3M-2-Component Foam Roof Tile Adhesive AH-160 40.45 4 Large paddyplacement of 45 grams of 3M-2-Component Foam Roof Tile Adhesive AH-160 5 Medium paddy placement of 24 grams of 31VI"'2-Component Foam Roof Tile Adhesive AH-160 NOA No.16-0112.07 COUP Expiration Date:06107/21 FIN Approval Date:02/25116 Page 5 of 6 NIAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Sheet,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy ICP Adhesives and Sealants,Inc. 12505 NW 40 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. 0 • This product is approved as described herein, and has been designed to comply with $ie Florida Euilding Code••;• including the High Velocity Hurricane Zone of the Florida Building Code. •• :•. '. • • DESCRIPTION: ICP Adhesives Polyset®AH-160 ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or loge,t& state. c�•followiri ••• statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein....... .• • • . . . . ...... RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change •• in the applicable building code negatively affecting the performance of this product. •• •••• • •• • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 14-0805.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-0315.01 rwwre eoUrrrr Expiration Date: 05/10/17 Approval Date:04/07/16 Page 1 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 0000.. ICP Adhesives ProPacV N/A Dispensing Equipmen= .6 6 00000• .. .. 6 9 . • 30& 100 •••••• .. 0000.. 0000.. 0000 .0699. . . 9 0 PRODUCTS MANUFACTURED BY OTHERS: 0*00*• ""' 00000 0 Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current 1�QA,�viich lift attachment 699 966999 resistance values with the use of ICP Adhesives Polyset'AH-160 roof tile adhesive. 000000 0 0• . 9 .000... 696966 0 MANUFACTURING LOCATION: 9 0 • 969996 .. 0000 1. Tomball,TX. ' ' o• • PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.6 lbs./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./Ft' Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-400 F.,2 weeks +6.0%Volume Change @158°F., 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. MlaMtinnDe coumirr NOA No.: 16-0315.01 � Expiration Date: 05/10/17 Approval Date:04/07/16 Page 2 of 11 f EVIDENCE SUBmrrTED: Test Agency Test Identifier Test Name/Renort 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[I] 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 0;/21/ 2 TAS 123 ;"••• Celotex Corp.Testing Services 528454-2-1 TAS 101 •••;•• 14/13148 .... 528454-9-1 """ • 528454-10-1 •����• 520109-1 TAS 101 1'2/28/98 ...... .... ..... 520109-2 • 520109-3 • 520109-6 520109-7 520191-1 TAS 101 ;3AP29 520109-2-1 •• • LDUTATIONS: 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 61 G20-3 of the Florida Administrative Code. NOA No.: 16-0315.01 Miahti naoe COU Expiration Date: 05/10/17 Approval Date:04/07/16 Page 3 of 11 INSTALLATION: 1. [CP 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. [CP Adhesives Polyset®AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the use of ICP Adhesives Polyset®AH-160 shall provide sufficient attachment resistance to meet or 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. [CP 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. ;••• •• •• . 0 S. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minuteg liftet ICP I tet ves •• 000000 Polyset'AH-160 has been dispensed . .. 000000 000000 0 :Goo*:0 9. ICP Adhesives Polyset®AH-160 placement and minimum patty weight shall be in accordance witlbthe . "••; 'Placement Details'herein. Each generic tile profile requires the specific placement noted fierein. :•0••• o o:9 0 ..0000 0000 0000. .. .. 0000 000000 0000.. • . . . . 000000 0000.. . 0000.. 00 0 0000 0 0 so 0 rnar�inaQe coin NOA No.:16-0315.01 APPROVED 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 .000.0 9 . 999999 LABELING: •• All approved products listed herein shall be labeled and shall bear the imprint or identifiable marLing of the manufacturer's name or logo and following statement: "Miami-Dade County Product Controt Approved"Q£�h®Miami.• 0 0000 . 0000. Dade County Product Control Seal as shown below. � 0 000000 0900 00000 . MIAMh�9ADE COUNTY •• ••0 9 9 9 9 000000 APPROVED -1 999999 0 • • • • 9 999999 999900 BUILDING PERMIT REQUIREMENTS: .. 0000 0000 • .. As required by the Building Official or applicable building code in order to properly evaluate the installatipp'othis system. NOA No.: 16-0315.01 Mu►Mfi°wuE COUNTY Expiration Date: 05/10/17 Approval Date:04/07/16 Page 5 of 11 ADHESIVE PLACEMENT DETAIL#1 �o- Flat/Low Profile Tile 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 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 cm)square inch adhesive contact with the underside of the tile. 191ee .w ''`•x,+04.`•'•. � .s•'. Eau el•1RtR�a•e,s `s9 NOD OreeghptW*Comm Medium Profile/ Double Pan Tile twhen regdred9 ti ``' -• __POWY M—81h r9•] 1. Starting at the eave course,apply a minimum 2" riazm ! (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam y , ''`�•.�� paddy onto the underlaylnentipositicmed�sshowV under the pan portion of thiNte closest to the •• overlock of the tile beings0e- 2. •2. Continue in same mannot.•MW'e apO4qrjWtely 7 • `�� •- (109.7 cm2)–23(148.4 M91 squareinch adhesile;••• •• 0000 00000 contact with the undersj4;j'the tile. - • 0000 ••0.0• Estes towns p8 • • • i•0.0 i elua ,r� ► T" High Profile/Single Pan Tile (��rsqurrsdl y1 `"-., _ •r.., 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 pan portion of the tile closest to the overlock of the file being set. BOW" 2.^�` �, o ��:,'y' ` 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. ""too" —� '� -.� diB P .a .' 1 Fes"'• NOA No.:16-0315.01 MIAMFDADE COUNTY Expiration Date: 05/10/17 JAPPROVEr Approval Date:04/07/16 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 aau c Is owk"mw,+ P&MY( iib Flat/Low Profile Tile 4 9 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 strengthening rib of the tile closest to the overlock of a t '` �. the tile being set.Insure approximately 17(109.7 cm2) 23(148.4 cm2)square inch adhesive contact with the LM COU ,, , ti . ^ underside of the tile. �" 4 ° •� >`' '�` 2. At the second course,apply a minimum 2"(50.8mm) 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 Pan of •• ' No�ouDh pu3dt�+em • ••• i '••' ••••i• 00000* 1. Starting at the eave course,apply a minWuiq 2"(504... mm)x 10"(254 mm)x 1"t2S.4Am)f&Mralidy ..... onto the underlayment positkViatas showp under the•:•.' pan portion of the file closM t8'the oveiltl t of the .... • the being set.Insure approWifely 17(109'.7 cm2)— • 23(148.4 cm2)square indadhesive coLt"Uith thg"•'� underside of the tile. '..' .... •••• 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the file closest to the overlock of the file .�° being set. 3. Continue in same manner.Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 16-0315.01 rwuH1•ndao:1-Ko tnTrr Expiration Date: 05/10/17 Approval Date:04/07/16 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2(CONTINUED) v.asiia.mzbtu.) High Profile/Single Pan Tile lid • a oma'`oma,... 1. Starting at the eave course,apply a minimum 2"(50.8 kmm)x 10"(254 mm)x 1"(25.4 mm)foam paddy ' 7 ' d onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the .. `°�• �d� tile being set.Insure approximately 17(109.7 cm2)— ''�,,� :aL 4 � �'�`-� � `"• 23(148.4 cm2)square inch adhesive contact with the underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) W1 Env eO �* s x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the �. W"Phot- underlayment positioned as shown under the pan to : portion of the tile closest to the overlock of the tile DAP being set. 3. Continue in same manner.Insure approximately 17" (109.7 cm2)- 19(122.6 cm2)square inch adhesive contact with the underside of the tile. . 0000.. 0 0000.. 0 .. 0 . 0000.. 000.. 0000.. . 0000.. 000. . 0000.0 0 . •.00.6 0000. 0000 . .0.000 .0.0 0.:000 000000 0000 000.00 000.6. a 0• • 0 . 0 .00000 .0606. . • . 0060 00 0 NOA No.: 16-0315.01 tine�� Expiration Date: 05/10/17 JAPPROVEDI Approval Date:04/07/16 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 1. On the eave course only,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1" (25.4 mm)foam paddy ►cua � onto the underlayment positioned as shown,under 4"T,'` d the strengthening rib for flat tile or under the pan `•, portion of the tile for low or high profile tile closest * to the overlook of the tile being set.Leave :s - approximately 4"(101.6 mm)up from the eave daft "' edge free of foam to prevent the expanded adhesive =4m. " from blocking the weep holes. Insure • � f: ^�.� approximately 17-23 int(109.7-148.4 cm2)of to adhesive contact with the underside ofthe tile IL 2. Apply a 4"(101.6 mm)x 4"(101.6 mm)x 1"(25.4 mm)foam paddy onto the underlayment just below RaMaw rafUaTUe the second course line positioned foam paddy under the strengthening rib for flat tile,or under the MM*MUOP mida1°s pan portion of the tile,closest to the underlock for 1stm rem} MM) the second course tile to be installed..Insge approximately 8-9 int(51.6-58.1 cm2lbWdhesivg•..9• Bance 'Mndw tft contact with the undersido-et de tile.. • 0.000• (Instructions continued on nellti ge)got • • oo 0-:090 fit .. 9• •9 0009 •.9.9. '.:'",,,,. 99••9• . �• 0 Ir � � •• • FascLa M HOM Pmflle 8 NOA No.: 16-0315.01 Mu�a�oe APPROVED� Expiration Date: 05/10/17 Approval Date:04/07/16 Page 9 of 11 ADHESIVE PLACEMENT DETAII.#3(CONTINUED) NaSi a pi ft 6d Ttite ts•lam 3. Also apply a 2"(50.8 mm)x 4" (101.6 mm)x3/4" (19 mm)paddy on top of the eave course tile Banen 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. an Install second course of tile.Insure approximately 4 34tn 9(58.1 cm2)- 11 (71 cm2)square inch adhesive � contact with the underside of the tile at the overlap ShVk :34th. , and 7(45.2 cm2)-9(58.1 cm2)square inch adhesive contact with the underside of the tile at the head of the tile.Continue in same manner. Wnphok 10tH 2 L% Ean dosm Mpedp Ktgn pMMOTue ..wwww .. ...... • . %so% .... . ..... •w ww .... ...... •• • www• w • NOA No.:16-0315.01 JAPPROVhnAMt�1Dt5 EDI Expiration Date: 05/10/17 Approval Date:04/07/16 Page 10 of 11 ADHESIVE PLACEMENT DETAII, TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" ucw ftdw badhol.ewadthtresstoro•a ht. st�p�tdtaecl) otw 50.8 mm x 10" 254 mm x 1" 25.4 mm. foam in o•tKact wlot the pan elle. when►�thed) ( ) ( ) ( ) 2)Tum ewims up"down.Place adhes1w in paddy onto the underlayment positioned as to a lmfrotttotnshleedge orcawtile. shown under two adjacent pan tiles. Support eave Titer hutal)the die.Ensum 20 to 25sq ht.cotMMWea. 0 tiles from rocking until adhesive has a chance to underlayment �R cure. Kr✓ ° � 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 of the pan tile. sheathing Em closure (mo",ow") 3. Turn covers upside down exposing the underside w r board of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion of the earns coons cmw ole.abut to secand coarse of edge of each side of ttw coyer tile.J. VW ••••• pan tilm Ensm earns ettd of pan attd cover tiles are fhtsh at ease°tts. approximately 3/4"(ltlas?m;to 1"(25.4•mm) •• Two Piece Barrel-High Profile Tile from the outside edge"fe"ile,i4w!Alfree of...:. foam to allow for expMftti• sees . • •0000. 4. Turn cover tile over aflerr am is applied and **:*0. 0000 . place onto pan tile co"*,�r►sure a n imum off"" sss0ss 20(129 cm2)-25(16j.l2)square finch •• contact area on each side'ofte coyer tUe to thg•00;• pan tile.Continue in%ame mann?TrWaway. 0 any cured exposed fo Mad;esiveiPoiWing of:""0 longitudinal edges of the cover tiles 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 NOA No.: 16-0315.01 d F,1:1 07-10)4-Kelr7_164 Expiration Date: 05/10/17 I APPROVED Approval Date:04/07/16 Page 11 of 11 ,Edge NaiWe Beck � ) Miami-Dade County Building&Neighborhood Compliance Department HVHZ Electronic Roof Permit Form "Delivering Excellence Every Days" Illustrate Components Noted and Details as Applicable: Top Ply Interplies Roof Mean Height:.. �r #.•,.• ..... Base Sheet . Y"'eY "°5 _ 000000 9 • • 8 j ,"Y 0000•• S 'Y 0000 . • Drip Metal: :600:0 1 or Y Ya "° [3-X 3" 00.00• 0000 96.0ease6 "Y • • • °a Surfacing: ..•••.• . .• • • • N/A 6 .. Drip Metal .0. • 09 • 0000 0 . Top Ply: 00.0 : [G�AFGSS Mineral Surfaced Capsheet , Interplies: GAFGLASS PLY IV Base Sheet: Roof Deck GAFGLASS#75 �a o � Deck Type: WOOD Section C , Miami-Dade County Building&Neighborhood Compliance Department �1 HVHZ Electronic Roof Permit Form "Delivering Exc-ellence Every Day" Section C page(Low Slope Roof Systems) Fi11 In the specNic roof assembly components.if a component Is not required,Insert not applicable(Ma)In the text box. ROOF SYSTEM MANUFACTURER: GAF Materials Corp. Top Ply: GAFGLASS MINERAL SURFACED CAPSHEET Product Approval (NOA): 13-1022.15 Sym Type: E Top Ply Fastening/Bonding Material: Wind Uplift Pressures,From RAS 128 or Sealed Calculations: I ASPHALT ASTM D 312 TYPE IV (P1) Field: -51.4 psf Surfacing: N/A SINGLE PLY MEMBRANE: (P2) Perimeters:1-86.2 1 psf Single Ply AAanufacturer/Type: (123)Corners: psf N/A Maximum Design Pressure From NOA: 52.5 psf Single Ply Sheet Width:El"1/2 Sheet Width: N/A " Roof Slope: 1/8" ":12 Roof Mean Height: 12 ft. No.of Single Ply 1/2 sheets: N/A Parapet Wails: El No ❑Yes Parapet wall Height: ft. Single Ply Membrane Fastening/Bonding Material: N/A Deck Type: —5/8"Plywood— ✓0 FASTENER SPACING FOR BASESHEET ATTACHMENT Support Spacing: 24 "o/c :6 6•:6 ❑SINGLE PLY MEMBRANE ATTACI�j1AEN� 6 000000 Alternate Deck T 00 6 Existing Roof Type: N/A 1.Field: "olc @ Laps& rows 9• "o/0 6 6 6 6 6• •• • •• 0600•• • N/A 2.Perimeter. "o@Laps& rows :....: •66 6 • 6 Fire Barrier: • 6 6.6.6 3.Comer: 6 4"o/c @ Laps& rows "o/c 000900 N/A 006. 0606 006.0 Vapor Barrier. NUMBER OF FASTENERS PER INSUI-41MAdOARD;. 6 000000 N/A 1. Field:EE 2. Perimeter: N/A 0 6 3. Cpmer.2. 6 0.0:• Anchor Sheet: Insulation Fastener Type: • . :00000 6 • N/A /A •6 6 6..:.• • Anchor Sheet Fastener/Bonding Material: �V/ WOOD NAILER TYPE AND SIZE: wA Insulation Base Layer Size&Thickness: N/A NIA Wood Nailer Fastener Type and Spacing: Insulation Base Layer Fastener/Bonding Material: N/A N/AI EDGE&COPING METAL SIZES: Insulation Top Layer Size&Thickness: Edge Metal Material:I—Galvanized Metal— N/A Edge Size: —3"face 26 ga.— Insulation Top Layer Fastener/Bonding Material: Hook Strip Size:I—METAL EDGE HOOK STRIP N/A— N/A Edge Metal Attachment: Base Sheet(s)&No.of Piy(s): 12 GA 1-1/4"RING SHANK NAILS @ 4"OC GAFGLASS#75(1)PLY Base Sheet Fastener/Bonding Material: Coping Material: —PARAPET COPING METAL N/A- 12 GA 1-1/4"RING SHANK NAILS Coping Size: —COPING METAL SIZE Ply Sheets)&No.of Ply(s): —COPING METAL HOOK STRIP WA— Hook Strip Size: GAFGLASS PLY IV(2)PLIES Parapet Coping Metal Attachment: Ply Sheet Fastener/Bonding Material: N/A ASTM 12 TYPE IV ASPHALT MIAMaDADE NIIAMI-DADS 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) www.miamidade.gov/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 testng•:• and the AHJ may immediate) revoke,modify, •••.•• y y fy,or suspend the use of such product or m�t��iel�vithin�t,�eir. •• jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami4Ude Ccbr4. •••0.• Product Control Section that this product or material fails to meet the requirements of the-applicable • building code. 600006 0000•• •••• 0000 • 0000• This product is approved as described herein,and has been designed to comply with the-Florida Buildixg Gode 00:00' including the High Velocity Hurricane Zone of the Florida Building Code. •• •• 0000 •••••• • .00.0• • • DESCRIPTION: GAF Conventional Built-Up Roof Systems for Wood Decks. •••••• 0000.. • • .0000. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,stat pa: following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.:13-1022.15 Expiration Date: 11/04/18 RVM1 Approval Date: 11/06/14 Page 1 of 16 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 D4601 Type II asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS®#80 Ultima 39.3T'(1 meter) ASTM D4601 Type 11 asphalt impregnated and coated,fiberglass Base Sheet Wide base sheet. GAFGLAS®FlexPlyTm 6 39.3T'(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 liass felt with•asphalt••:• Wide coating. •.•... • GAFGLAS®Mineral 39.37"(1 meter) ASTM D3909 Asphalt coated,glass fiber maecap slWel surfaced..... Surfaced Cap Sheet Wide with mineral granules. •••••• •••• 00:006 .. .. .... ...... GAFGLAS®EnergyCap'm 39.37"(1 meter) ASTM D3909 Asphalt coated,glass fibecnatcap sheet-surfaced BUR Mineral Surface wide with mineral granules with factory ap•Qlie& ••••0• .. ... Cap Sheet EnergyCote :....: GAFGLAS®Stratavene 39.3T'(1 meter) ASTM D4897 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 D4897 A nailable,fiberglass base sheet impregnated and Eliminator 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- 39.3T'(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- Weld"'Smooth Wide modified asphalt and smooth surfaced. Ruberoid®SBS Heat- 39.37"(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- Weld7 25 Wide modified asphalt and smooth surfaced. Ruberoid®20 39.37"(1 meter) ASTM D6163 SBS modified asphalt base sheet reinforce with a Wide glass fiber mat. Ruberoid®Mop Smooth 39.3T'(1 meter) ASTM D6164 Non-woven polyester mat coated with polymer- wide modified asphalt and smooth surfaced. NOA No.:13-1022.15 nADE c M Expiration Date: 11/04/18 .. Approval Date: 11/06/14 Page 2 of 16 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description FireOut Fire Barrier 5, 55 gallons Proprietary Low VOC,water based fire barrier coating. Coating VersaShiele Fire 350 sq.ft.roll ASTM D226 Non-Asphaltic Fiberglass-Based Underlayment. Resistant Roof Deck Protection Topcoat®Surface Seal 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 ManufActuMr (With CuONWROA)....•0 EnergyGuardm Polyiso Insulation Polyisocyanurate foam insulation GAF 6 600.00 . 96 6069.6 EnergyGuard""RA Polyiso Insulation Polyisocyanurate foam insulation 00000* GAF. 6 .96699 EnergyGuar(r RN Polyiso Insulation Polyisocyanurate foam insulation •0000• GN&-*0 6 0 ' .696 0 66660 66 EnergyGuard Perlite Roof Insulation Perlite insulation board. 66..6 GA$... 66:66' .. .. 0600 699690 EnergyGuard Perlite Recover Board Perlite recover board ;••;•; GAF• •• . 6 . . 696666 EnergyGuard7 RA Composite Polyiso Polyisocyanurate foam insulation with high 6 GAS"' 6666.. Insulation density fiberboard or Permalite perlite •• 0000 • insulation •6 SecurocV Gypsum-Fiber Roof Board Gypsum roof board United States Gypsum Corp. Structodek®High Density Fiber Board High density fiber board Blue Ridge Fiberboard,Inc. DensDecV Roof Board Gypsum board Georgia-Pacific Gypsum LLC NOA No.:13-1022.15 M9AMMADE COUNTY Expiration Date: 11/04/18 • • Approval Date: 11/06/14 Page 3 of 16 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 wood&concrete decks. 2. Drill-Tec"#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'm ASAP 3S Drill-Tec #12 Fastener with Various GAF Drill-Tec3"Standard Steel Plate 5. Drill-Tec""3"Steel Plate Round galvalume stress plate 3"round GAF used with Drill-Tec"° fasteners. 6. Drill-Tec"m 3"Standard Steel Round galvalume plated steel 3"round CAF • Plate stress plate with reinforced ...... ribs for use with Drill-Tec"" •• •• • fasteners. 000:60 00.6° 0 0• 0 0 0 0•• 7. Drill-Tec""AccuTrac®Flat AZ-SS aluminized steel plate 3"square ".. "" GAF* :....; Plate for use with Drill-Tec""#12 .• ••• • .... . ..... Fastener,Drill-Tec""#14 •• .•:..• Fastener and Drill-Tec"°#15 ' .. .. .... ...... . Fastener. :00:0: . 8. Drill-Tec""AccuTraca Galvalume Steel plate for use 3" square 0 0 49 ..•. 0000:. Recessed Plate with Drill-Tec,s"fasteners. : ' :....: . . NOA No.: 13-1022.15 haah�twe counrrr Expiration Date: 11/04/18 JAPPROVEDI Approval Date: 11/06/14 Page 4 of 16 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. J.I.2B8A4.AM 4470 07/02/97 J.1.3B9Q1.AM 4470 01/08/98 J.I.ODOA8.AM 4470 07/09/99 J.I.ODIA8.AM 4470 07/29/94 J.1.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-084-02-01 ASTM D6083 05/09/06 GAF-270-02-02 ASTM D226 11/15/10 GAF-276-02-OlRev ASTM D6083 12/16/10 GAF-276-02-02 ASTM D226 11115110 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 ;,PX13/11 GAF-315-02-01 ASTM D2178: 08/23/11 "••;• GAF-369-02-01 ASTM C128910r/;12/12 ...... . .. ...... GAF-417-02-01 ASTM C1289,,„,, 05/28/13 GAF-464-02-01 ASTM C 1289 .... 1(W22/12 ;..•• GAF-499-02-01 ASTM D60830 :a IOT/?2/14 ..... GAF-500-02-01 ASTM D6083-•;••; ON42/14 --.-- IRT of S.Fl. 02-005 TAS 114 ..171/18/026900:6 02-014 TAS 114 :� (9'3/22/02 Trinity ERD G30250.02.10-3-R1 ASTM D3909, ;•-1426/12 G31360.03.10 ASTM D6164%. .AV31/10 ;••••; G33470.01.11 ASTM D6164 1'1/36/11 G34140.04.11-2 ASTM D6163 04/25/11 034140.04.11-4 ASTM D6401 04/25/11 G34140.04.11-5 ASTM D4897 04/25/11 G34140.04.11-5-R1 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 raaraecounrrr Expiration Date: 11/04/18 JAPPROVEDI Approval Date: 11/06/14 Page 5 of 16 Membrane Type: BUR 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: FireOut7 Fire Barrier Coating,VersaShiele Fire Resistant Roof Deck Protection or (optional) Securock7 Gypsum Fiber Roof Board. Base sheet: GAFGLAS®#80 Ultima."'Base Sheet, Stratavene Eliminator Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld""Smooth or Ruberoid®SBS Heat-Weld" 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS®Ply 4,GAFGLAS®FlexPly"m 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®FlexPly""6,GAFGLAS®#75 B&t Slieet o.6sgy Of above •, base sheets attached to deck with Drill-Tec'.' #12 Fastener or 17rTIl7&""#1%a$dDrill- Tec""3"Steel Plate,Drill-TecT"AccuTrace Flat Plate or Drill-Tei" AccuTrac®recessed:•••• . . Plate 12"o.c.in 3 rows. One row is in the 2"side lap. The oth&.4•.•are e4aftKy%pacel... approximately 12"o.c.in the field of the sheet. 09000: ..9. 06%.6 (Maximum Design Pressure-45 psf.See General Limitation#qI •• 0.0• 0000:0 0000.. . 0 GAFGLAS®Flex Ply"'6,GAFGLAS®#75 Base Sheet or any o!abbv*l basesheeV attac4eA.;. to deck with approved annular ring shank nails and tin caps at atfas terse r spa®i'ng of 9 " o.o•0 0 0 at the 4"lap staggered and in two rows 9"o.c.in the field. •• • •••• • (Maximum Design Pressure 52.5 psf.See General Limitation#7) GAFGLAS®#80 Ultima Base Sheet,Ruberoid®20,Ruberoid®Mop Smooth,base sheet attached to deck with approved 1'/4"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 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 attached to deck with Drill-Teem #12 Fastener or Drill-Tec" #14 Fastener and Drill-Teem 3"Steel Plate,Drill-Tec"" AccuTraco Flat Plate or Drill-Teo`'AccuTrac®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 50 psf.See General Limitation#7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec""insulation plates at a fastener spacing of 9" o.c.at the 4"lap staggered in two rows 9" in the field. (Maximum Design Pressure 50 psf.See General Limitation#7) NOA No.:13-1022.15 hwor�anAoe counrrr Expiration Date: 11/04/18 _JAPPROVED 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-Tec"° (Continued) #12 Fastener or Drill-Tec"'#14 Fastener and Drill-Tec"'3"Steel Plate,Drill-Tec"m AccuTrae Flat Plate or Drill-Tec""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® EnergyCap-, 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 4001bs./sq.and 300 lbs./sq.respectively in a flood coat of approved asphalt at 60 lbs./sq. ••• 2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq: ••• ••••;• Maximum Design ...... . .. .... Pressure: See Fastening Options • .. •••••• .... . ••.•• ...... .... ..... 66 so . . . . ...... • • NOA No.: 13-1022.15 rIsr DADEcourrrY Expiration Date: 11/04/18 • Approval Date: 11/06/14 Page 15 of 16 WOOD DECK SYSTEM LIMTATIONS: 1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®Flex Ply""6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4"DensDeck7"Roof Board or 1/2"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LDMATIONS: 1. Eire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 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. Encircrmg cWhe strips is not acceptable.A 6" break shall be placed every 12'in each ribbon to allow cro s sventilation. Asphalt application of either system shall beat a minimum rate of 121bs./sq. Note: Spot atteSbC steno Sltgit be ; limited to a maximum design pressure of 45 psf. 9696.... 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(44)rglue of 275 4bf., as: "* *: tested in compliance with Testing Application Standard TAS 105. If the fastener value,U"eld-testtd,are below;•• 275 lbf.insulation attachment shall not be acceptable. :"' ""' 9696 6060 96969660 9660.... 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attache ejhj j s based on a minimum fastener resistance value in conjunction with the maximum design value listed within*peCilc sysVm. �houldjt%:60 : fastener resistance be less than that required,as determined by the Building Official,a revised faste Af $'long, prepared,signed and sealed by a Florida Registered Professional Engineer,Registered)sAitect,o QRelistered :�'60 0 Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistaHee vtdue taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117.Calculations prepared,signed and sealed by a Florida registered Professional Engineer, Registered Architect,or Registered Roof Consultant(When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners).(When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-1022.15 MIAMWADE eounmr Expiration Date: 11/04/18 �Uggaenqll Approval Date: 11/06/14 Page 16 of 16 TGFU.R1306-Roofing Systems "GAFGLAS®EnergyCapTM Mineral-Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 10. Deck:NC Incline: 1 Barrier Board(Optional):—One or more layers Georgia-Pacific Gypsum LLC "DensDeck®Roofboard" or "DensDeck®Prime Roofboard"or"DensDeck®DuraGuardTM Roofboard",minimum '/a-in.thick,or United States Gypsum Co. "SECUROCKV Roof Board" (Type FRX-G)or"SECUROCK8 Glass-Mat Roof Board" (Type SGMRX),minimum '/a-in.thick. Insulation (Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,2-in.maximum. Ply Sheet:—Two or more plies Type G1 "GAFGLAS®Ply 4"or"Tri-Ply®Ply 4"or"GAFGLAS®Flex Ply 6"or"Tri-Ply®Ultra-Flexible Ply 6",fully adhered with hot roofing asphalt. Cap Sheet:—Type G3 "GAFGLAS®Mineral Surfaced Cap Sheet"or"Tri-Ply®BUR Granule Cap Sheet"or "GAFGLAS®EnergyCapTM Mineral-Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 11. Deck:N Incline: 2 Base Sheet:—One ply Type G2 "GAFGLAS®#75 Base Sheet"or"Tri-Ply®#75 Base Sheet"or"GAFGLAS® #80 UltimaTM Base Sheet"or"GAFGLAS®StrataventO Nailable Venting Base Sheet" or"GAFGLAS® Stratavent®Perforated Venting Base Sheet",mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet:—One or more plies Type G1 "GAFGLAS®Ply 4" or"Tri-Ply(t Ply 4" or"GAFCLAU Flex PI Y 6" or"Tri Ultra-Flexible Ply 6",fully adhered with hot roofing asphalt. •..• ; .. • Cap Sheet:—Type G3 "GAFGLAS®Mineral Surfaced Cap Sheet" or"Tri-Ply®8WA Granule Cah ShecV.9i. "GAFGLAS®EnergyCapTM Mineral-Surfaced Cap Sheet", fully adhered with hot rooftrtg asphalt- 12. Deck: C-15/32 Incline: 1 .. .. .... ...... Barrier Board(Optional):—One or more layers Georgia-Pacific Gypsum LLC 'Peost)eck®Roofboard" or; "DensDeck®Prime Roofboard"or"DensDeck®DuraGuardTM Roofboard",minin'ium 'l-in.tAic 4w UniNd••• States Gypsum Co. "SECUROCK®Roof Board"(Type FRX-G)or"SECUROCIA GRfgss-Mai Roof Boal ds'•• (Type SGMRX),minimum '/a-in.thick. •..• ; Insulation:—One or more layers perlite or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or phenolic, 1-in.minimum(insulation joints offset a minimum of 6-in. from plywood deck joints). Base Sheet:—One or more plies Type G1 "GAFGLAS®Ply 4"or"Tri-Ply®Ply 4"or"GAFGLAS®Flex Ply 6"or"Tri-Ply®Ultra-Flexible Ply 6" or Type G2 "GAFGLAS®#75 Base Sheet" or"Tri-Ply®#75 Base Sheet" or"GAFGLAS®#80 UltimaTM Base Sheet" or"GAFGLAS®StrataventO Nailable Venting Base Sheet" or "GAFGLAS®Stratavent®Perforated Venting Base Sheet" or Type G3 "GAFGLAS®Mineral Surfaced Cap Sheet" or"Tri-Ply®BUR Granule Cap Sheet",mechanically fastened or fully adhered with hot roofing asphalt. Membrane:—One or more plies "RUBEROID®Torch Smooth" or"Tri-Ply®APP Smooth" or"Tri-Ply®APP Granule" or"RUBEROID8 Torch Granule" or"RUBEROID®Torch 180",torch applied or"RUBEROID® Mop Smooth"or"RUBEROID®Mop Smooth 1.5" or"RUBEROIDO Mop Smooth Plus"or"RUBEROID® Mop Granule" or"Intec Flex PRF"or"Tri-Ply®SBS Granule", fully adhered with hot roofing asphalt. Cap Sheet:—Type G3 "GAFGLAS®Mineral Surfaced Cap Sheet"or"Tri-Ply®BUR Granule Cap Sheet" or "GAFGLAS®EnergyCapTM Mineral-Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 13. Deck: C-15/32 Incline: 1 Barrier Board(Optional):—One or more layers Georgia-Pacific Gypsum LLC "DensDeck®Roofboard" or "DensDeck®Prime Roofboard"or"DensDeck®DuraGuardTM Roofboard",minimum 1/4-in.thick,or United States Gypsum Co. "SECUROCK8 Roof Board" (Type FRX-G)or"SECUROCKO Glass-Mat Roof Board" (Type SGMRX),minimum V4-in.thick. TGFU.R1306-Roofing Systems 2.htm1[3/9/2016 9:33:10 AM] TGFU.R1306-Roofing Systems i ONLINE CERTIFICATIONS DIRECTORY f V` Home Quick Guide Contact Us UL.com TGFU.R1306 Roofing Systems Page Bottom Roofing Systems See General Information for RoofinaSSystems BUILDING MATERIALS CORP OF AMERICA, DBA GAF 111306 1361 ALPS RD WAYNE, NJ 07470 USA "Ruberoid@ 20" or"Ruberoid@ 20 HT" or"Ruberoid@ Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. j 1/2-in. thick(minimum) " " ) gypsum board or'A-in. thick(minimum) Georgia-Pacific Gypsum LLC DensDeck@ Roofboard, DensDeck Prime@ Roofboard" or "DensDeck DuraGuardTm Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32-in. thick minimum) roof decks. However, the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard," "DensDeck Prime@ Roofboard"or "DensDeck DuraGuardT°' Roofboard" are to offset a minimum of 6-in. with the butt joints in the roof deck, If poll$l Atfig is pagt�gt;,• the roof system, it must be placed below the overlayment board. • •• ; • { Multiple plies of"GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or 'Tri-Ply@ Ply 6" may be adhered to Geo"g-Atific GIlpsutA LLC •••••• "DensDeck @ Roofboard," "DensDeck Prime@ Roofboard" or"DensDeck DuraGuardT'" Roofboard" in'>ftlt"bfing asphalt. • ; "EnergyGuardTm Ultra" is an acceptable alternate to "EnergyGuardTm RF' in any applicable Classificatipq..' ;""• ••�•• "GAF Stratavent@ EliminatorTm Venting Base Sheet(Nailable)" may be mechanically attached or hof iriopped over riohMmbusfiRSl'e" decks and as a recover over existing roof systems. • "GAFGLAS@ Perlite Insulation" may be utilized as a cover board over"EnergyGuard' RF" insulatiob in 64 of the folk wing ...:% systems. •••••• Unless otherwise indicated,the roof insulation is mechanically fastened, adhered with hot mopping agl3half or urethUgainsulaflion ' adhesive. Polystyrene referenced in any of the following Classifications include "EnergyGuard' EPS Insulation". •• • References to glass fiber insulation include "EnergyGuard Fiberglass Insulation" "EnergyGuardTm Tapered" is an acceptable alternate to "EnergyGuardTm" in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or 'Tri-Ply@ #75 Base Sheet",or"GAFGLAS@ #80 ULTIMA") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or 'Tri-Ply@ Ply 4", or"GAFGLAS@ Ply 6") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent@ EliminatorTm Venting Base Sheet(Perforated)" or"GAF Stratavent6 EliminatorTm Venting Base Sheet(Nailable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically attached granule side down. 3'i As an option Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or 'Tri-Ply@ #75 Base Sheet"or "GAFGLAS@ #80 ULTIMA" or"GAF Stratavent@ EliminatorTm Venting Base Sheet(Nailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or 'Tri-Ply@ Ply 4" or"GAFGLAS@ Ply 6") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS@ Flashing" or "Ruberoid@" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes"GAFTEMP PERMALITE@" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. ist 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. httpJ/database.ul.com/...00fing+Systems&objid=1074351933&cfgid=1073741824&version=versionless&parent id=1073993597&sequence=1[4/9/2013 420:54 PM] Miami shores Village Boom ..... Building Department 10050 N.E.2nd Avenue � o Miami Shores, Florida 33138 fitOR1DA Tel: (305) 795.2204 Fax: (305)756.8972 RE: Permit# DATE: INSPECTION AFFIDAVIT I t i14''''� G�� I Z �A `'� licensed as a (n) Contractor/Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector l3Z License#: ••eels • • • ••sets On or about I did personally insper'tt ;toof dtnaifing (Date&time) •�•��• •��• •��•• work at to •• sees sees•• �� ,,,,,, � •• (Complete Job site Address) e,0:0 ••.s Based upon that examination I have determined the installation was done according to the-hlurrkane pNgation Rat'rHiit'% we • Manual on 53. 4 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 / Z 41L` day EMMA RODRIGUEZ Nota Public, Sate of Florida at Large *. �Public-State Oct .20 i 8 Notary g Comm.Expires t 1.2C!8 •'•a;' �� .•• Commission I FF 129175 *General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roofwith permit#and address#clearly shown marked on the deck for each inspection �S oREs y� Miami shores Village evil UINIXT11 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: 10050 NE 2nd Ave Miami Shores, FI 33138 / rJ I Re: Owner's Name: r wily Y • 40.40• ....4040 � ���1 `�� � • �A Property Address: .. Roofing Permit Number: •40404110• ...40. Dear Building Offic' I: .40�40•� ••40• ••�••. I certifythat I am not required to retrofit the roaf4s wall connections of m40••• q y . • • IS building because: 40 • o The just valuation for the structure for purpose of ad valorem taxation is less than $300,000 0, Pleas igarh proof of A valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 editi n of the South Florida Building Code(1994 SFBC) ID P Signature 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 day of �-- - . EMMA ROCR ' Notary Public-State of ,,o- _',-�.�� My Comm.Expires Oct t. Notary Public, Sate of Florida at Large '4040 �•;••• Commission#FF 1291; • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21!2009 co SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 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.Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 2. (� Renailing wood decks:When replacing roofing,the existing wgod,001 deck iiay dive to .... •• be renailed in accordance with the current provisions of Section R4403. (The ratf deck is usmly. •, .. 0000.. concealed prior to removing the existing roof system). .00.00 0 0000.. 0000 0000.. 0000.. 0000 0000. 4. _Exposed Ceiling: Exposed,open beam ceilings are where the uadarcide of the roof decking.%.' can be viewed from below.The owner may wish to maintain the architectural appearance;*A*re, •••••• roofing nail penetration of the underside of the decking may not be acceptable;Thtrovides the option of •, maintaining the appearance. :...:. :-000: . . 0000.. .. 0000 6. Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provi may be necess to ins ove scuppe in a dance with the requirements of Secti s R44 3 and � LI 0 ent's Signature Date Contractor Signature Date -11/V 9- -1 ( Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; CANCELLATION OF PERMIT JUL 2 2015 This is a request for a cancellation of permit. Date: JULY 14,2015 Permit Number. RF-13-1794 ROOFING PERMIT To Whom it May Concern: REASON FOR CANCELLATION: No work performed under this permit. Job Address:941 NE 91 TER •••• MIAMI 33138 • • •• •••••• .. . *::we, .. . • . • • Owner's Name: ELISE FABLE •• ••• •• •••••• Job Address Folio Number. 11-3206-003-0050 `•"•' ••w• • •• ••••• V • 00.00• •••• ••••• Owner's Address: 941 NE 91 TER " '• '•" "'••• MIAMI 33138 10 0•..•.. • 0000•• • • • • • .6. 0000•• •• • I ELISE FABLE,certify that the above statements are true and represent an accurate account of the facts. 44, 015 CFN: 20130628923 BOOK 28765 PAGE 4220 NOTICE OF COMMENCEMENT DATE:08/09/2013 12:08:29 PM A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARVEY RUVIN,CLERK OF COURT, MIA-DADE CTY PERMIT NO. - J '-ATAX FOLIO NO��.:��'� 5� STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information Is provided in this Notice of Commencement. Space above reserved for use of recording office 1.Legal descriptio o property an j tr�et/aMs4 2.Description of improvement: •- o -- -F-7- T 8� T 3.Owner(s)name and are : -- Interest in property: r Name and address of fee simple titleholder �Q' 4 tractor's name,addressqgLpKane num er: 5.Surety:(Payment bond required by owner from contractor,if any) Name,address and phone number. Amount of bond$ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon w m otices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name,address and phone number. 8. In addition to himself,Owners design7theing person s)to race e a copy of the Lienor's Notice as provided In Section 713.13(i)(b), Florida Statutes. Name, address and phone number:_..- 9. Expiration date of this Notice of Com -- (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LE OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s)of Owne 'Authorized Officer/Director/Partner/M If ev� Prepared By Prepared By Print Name Print Name Title/Office STATE OF FLORIDA6 COUNTY OF MIAMI-DADE The oing,in trum t was acknowl ec�be ope, Is g _�Y of ❑(ndividually,or U as __ for ersonally known,or ❑produced the following type of identification: Signature of Notary Public: 00114, Print Name: cum 0o (SEAL) fn ffft ice Of VERIFICAUTION PURSUANT TO SECTION 9Z525,FLORIDA Under penalties of perjury,i declare that I have read the foregoing and W/ herd aeetr that the facts stated in it are true,to the best of my knowledge and belief. HARVEY N, and Y Signature(s o er(s)'s Authorized Officer/Director/Partner/Man- 8�fRl/I By By — 123_01.82 PAGE 3 WW2
