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RF-17-1016 Permit No RF- -' -" ' 1 �8 01'i,� Miami Shores Village ■ Petmft Type.:Awf 10050 N.E.2nd Avenue NW , � 14>irkC1a55ffit atl+�n:THOWiat Pe'r Miami Shores,FL 33138-0000 Pr�rrrli>'status APPROVED Phone: (305)795-2204 Issue Date.411712017 Expiration: `10/1 /2017 Project Address Parcel Number Applicant 117 NW 102 Street 1131010220060 _ - Miami Shores, FL 33138- Block: Lot: CLARENCE EDWARD JR AND S '. Owner Information Address Phone Cell CLARENCE EDWARD JR AND SOMPA 117 NW 102 Street - -- MIAMI SHORES FL 33138- (703)618-6643 117 NW 102 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone T&S ROOFING SYSTEMS INC. 305/265-2654 Valuation: $ 16,400.00 i. Total Sq Feet: 2345 Type of Work:Re Roof Available Inspections: Additional Info:REROOF FLAT AND TILE Inspection Type: Classification:Residential Tile In Progress Scanning:3 Up Lift Report Tin Cap Cap Sheet Review Roof Roof in Progress Renailing Affidavit Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-4-17-63673 CCF $10.20 04/12/2017 Credit Card $50.00 $795.20 DBPR Fee $4.50 DCA Fee $4.50 04/17/2017 Credit Card $795.20 $0.00 Education Surcharge $3.40 Bond#:3376 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $13.60 Total: $845.20 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 'h the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting th' it I as respon ibili for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required f?"ELECT CAL,PLU BIN ,ME ANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVI I certify at all the oregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni Futherm r ,I auth rize the ab a-named contractor to do the work stated. ' April 17, 2017 Authori d Signature:O ner / Appl' nt / Contractor / Agent Date Building Depart ent C p April 17,2017 1 AC132 Engineering Inc. Testing & Engineering Services � Certificate of Authorization#8131 Roof Tile Uplift Test Report Tel: 954-245-8976 Fax:954-301-7776 5230 NE 191 Avenue Fort Lauderdale, FL 33334 Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: T&S Roofing Systems, Inc. 07 Test Date:07/05/2017 Permit#RF-4-17-1016 Taylor Residence Property Address: 117 NW 102 ndStreet,Miami Shores, FL Roof Pitch: Type of Tile: Roof Area: 3 in 12 Terracotta Roof Tile 20.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive-Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number:243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: (T1-T8) 8.00 sq. 8 As per FBC 2014 Passed Field Area: (T9-T20) 12.00 sq. 12 As per FBC 2014 Passed No.of Corner (T21-T33) 13 13 As per FBC 2014 Passed Ridge Areas: (T34-T39) 52 pcs. 6 As per FBC 2014 Passed Important: These laboratory results can change due to future weather impacts and/or unavoidable roof traffic.Therefore,this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially, AC132 n ering Inc. (NOA 09-1005.01) A io evedo, PE Fla g. No: 36466 0 o ACB2 Engineering Inc. Engineering and Laboratory Services 5230 NE 18'Avenue Fort Lauderdale, Florida 33334 Phone: (954) 245-8976 Fax: (954) 301-7776 IR T, '7 (6 Ilk- IT T� Teo 713. � T11 Tjv MAP �3 M iami hores Village 9 logo Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 lOR1DA Tel: (305)795.2204 Fax: (305) 756.8972 RE: Permit k- -QF— L4- 1-1 -101 to DATE: INSPECTION AFFIDAVIT licensed as a(n) Contractor/Engineer/Architect, (Print narne and drde License Type) FS 468 Building Inspector License#: CO 21 132- 2>2-- On or about I did personally inspect the roof deck nailing (Date&time) work at ® eA- (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual Based on 553.844 FS) Si nature 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 day of AZ Notary Public, Sate of Florida at Large JANET'rE DG :•• MY COMMISSI EXPIRES ctober 2020 `General,Bu7d'ng,Residential,or Roofing Contractors or any indMdual ced fled under 468 F.S.to make such an inspection.Inducts photogra of each plane of the roof with permit#and address#dearly shown marked on the deck for each Inspection oaaea+—twinrm4mr)4rmno 3 �\� • � I �I Miami Shores Village RECEIVED Building Department ' APR 12 2017 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 lq BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING 7 ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: -3161 - el - 6&6'0' Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): C Phone#: Address: W wl 5 City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Ti Phone#: Address: City: \a State: Zip: Qualifier Name: -:5 Phone#: State Certification or Registration#: Z Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Fo tage of Work: `s Type of Work: ❑ Additio`n( ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: v �t Specify color of color thru tile: :,V Td C Submittal Fee$ Permit Fee (::0 CCF$ CO/CC$ R Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$29 S • 2-0 (Revised02/24/2014) —]9 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 aypchment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w ccurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be pr d and a reinspection fee will be charged. Signature Signature OWNER o CONTRACTOR The regoing instrument was acknowledged before me this The foregoing instrument was .-acknowledged acknowledged before me this o day of t 20 �by 0 day of 20 n by Q �Y who is personally known to CEJ ( S 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. NOTA PU LIC: NOTARY P L Sign: Sign: Print Print: Sea Lr; >=�m� ;•�,, DANIEL PER 2 Seal: ,�os�tVP"e o,, NIEL tate o Notary Public-State f�jc�ida _ +°: Notary blit State of F ride Commission#GG 769 Comm sion#GG 044 69 y qp� My Comm.Expires ov 3,2020 '�•,',;o,F�� My Com .Expires Nov 3, 020 APPROVED BY r, i� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) M d 1p 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. Renalling wood decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). 4. *,-LJ Exposed Ceiling:Exposed,open beam ceilings are where the underside of the roof decking can viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 0 666860 0••0• .. . 0000 00 0000.. 0000 000000 6. erfiow scuppers(wail outlets):It is required that rainwater flowsvff strthat the roofls not oved d from a buildup of water.Perimeter/edge wall or other roof extensiop"al clock ttOs..:. ' discha e' verflow scuppers(wall outlets)are not provided. It may be necessary tb ihstall overflow scu accordance with the requirements of Sections R4402,R4403 and R441% " 00:000 . . .. .. . .. 0000.. 0000.. • . . . . 0000.. 0000% 0 r/ gentsSignat Date Co ctorSignature •..• : Data. Prope Add Permit Number Revised on 7/9/2009 LD;07/01/2015; J Miami hores Vvillage s,,• Building Department r o� 10050 N.E.2nd Avenue t 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 Re: owner's Name: c heva, :n�cy Property Address: Z �� Roofing Permit Number. 0000 Dear Building Official: •••••• 0000:0 '•.' : 0000 0 I �6V certify that I am not required to retrofit the roof to atbnnectl0rwof my •""• 0000.. . w g because: 0000 0 0 0 0 0• 0000.. ig The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00.elsase attach prof of ad.:..' . . valorem taxation. " " "":' 0000.. ❑The building nstructed in compliance with the provisions of the Florida Building Code(FBC)of with topr vision? of 1994 edi ' n th Florida Building Code(1994 SFBC) ••• ••• • 0••• 00 G 0 Sig ture Print Name State of Florida County of Dade The undersigned, being the first duly swom,deposand says that he/sh is the owner for the above property mentioned. Swom to and subscribed before me this day of J�/tPR�PVq�h� DANIEL PEREZ fr :° Notary Public•State of Florida v,r Commission#GG 044769 Notary Public, Sate of Florida at Larges "'' =f;;° My Comm.Expires Nov 3,2020 • When the just valuation of the structure for pu �1 ,d valorem tion Is equal tore Man$3110,00.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a buddfig eppll atton from a General tractor for gm Roo to Wad connection HuRtme Mdigatlon. Revised on 5121/2009 3(28/2017• Property Search Application-Miami-Dade County OFFICE OF THE PROPER I Y APPRAISER Summary Report Generated On:3/28/2017 Property Informations � k Folio: 11-3101-022-0060 117 NW 102 ST 3� Property Address: ¢ Miami Shores,FL 33150-1231 CLARENCE EDWARD TAYLOR JRA Owner SOMPA ADHYA TAYLOR Mailing Address 117 NW 102 ST MIAMI SHORES,FL 33150 USA a PA Primary Zone 0800 SGL FAMILY-1701-1900 SQ 0101 RESIDENTIAL-SINGLES Primary Land Use FAMILY:1 UNITf Beds/Baths/Half 3/1/0 Floors 1 �" Living Units 1 ' Actual Area 1,800 Sq.Ft Living Area 1,393 Sq.Ft Adjusted Area 1,520 Sq.Ft Taxable Value Information Lot Size 8,100 Sq.Ft 2016 2015 2014 Year Built 1939 County ••••0 0 Exemption Value $y�0�1f0 $5.0'000 $50f000 Assessment Information Taxable Value $d4318 •SV4WO Year 2016 2015 2014 School Board •••••• :foe*: Land Value $178,398 $131,771 $109,472 Exemption Value aZ�,Qq ••,gJ5i000 Building Value $109,898 $110,780 $108,774 Taxable Value $498+,8 $095,318 •$993mb'70 XF Value $434 $322 $324 City •• •• • •• •••0:6 Market Value 1 $288,730 $242,873 $218,570 Exemption Value 150,60 •$50,400 ••JjdQ00 Assessed Value 1 $221,860 $220,318 $218,570 Taxable Value $71,890 $170,318 •$168,570 • Benefits Information Regional •• •••• : • • Benefit Type 2016 2015 2014 Exemption Value 1 $50,000 $50,000 $50,000 Save Our Homes Cap Assessment Reduction $66,870 $22,555 Taxable Value 1 $171,860 $170,3181 $168,570 Homestead Exemption $25,000 $25,000 $25,0001 Sales Information Second Homestead I Exemption 1$25,0001$25,000 $25,000 previous Safe Price OR Book-Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 04/18/2013 $319,000 28594-1643 1 Qua[by exam of deed Board,City,Regional). Short Legal Description GOLD CREST A SUB PB 21-56 LOT 15 AND BLK 1 W1/2 OF LOT 14 LOT SIZE 75.000 X 108 OR 11528-1358 06815 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.govrinfo/disclaimerasp Version: Section AB t MIAMI•DADE Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section A(General Information) Master Permit No: _ _ Process No: Contractor's Name: AND S ROOFING Job Address: 117 NW 102 S Roof Category ❑✓ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type ❑ New Roof 0 Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑Yes ❑ No If yes,what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area(ft') 345 Steep Sloped area ft-) 2000 Total ft')P345 •.• Section B(Roof Plan) • • Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drain's. Includ8'0 dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. o'•••: .... . ..... Perimeter Width(a'): Corner Size(a'x a'): •••• •• ••:•.• .. .. . .. ...... C •• .7a` P + 1 J LL LLR -- Ja L Q f= b I7q' I \0 Z® — RECEIVED °�� n G � r o 1 Q2 2017 c, c_ 6�1A�1• Miami-Dade County HVHZ[Electronic Roof Permit Form Section D File Roof System "Delivering Excellence Every Day' Roof System Manufacturer:JIMIAM I TERRACOTA LLC Notice of Acceptance Number(NOA): 14-1023.01 Minimum Design Wind Pressures, If Applicable(from RAS 927 or Calculations): P1: 39.1 P2: 68.1 P3: 100.7 Maximum Design Wind Pressures,(From the NOA Specific system): 36.4 psf 1=111 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- of �a t -- Optional Insulation: Optional Nailable SubsVate:• •••••• •••••• .. Optional Nailable SubsV8tVAUachm0gt•;• • Roof Slope: "/12" •• Roof Mean Height: 15 7 ft. Basesheet Type: ••••;• Method of Tile Attachment: #30 ASTM TYPE II .•. ..; Lesive, Large Paddy Polyfoam Polypro— � •• Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: 1 1/4 R NAILS 6"OC AND 12" FIELD Tile Underlayment(Cap Sheet)Type: -- TILE SEAL Drip Edge Size&Gauge: --3"face 26 ga.— Tile Underlayment Attachment Method: Drip Edge Material Type: Galvinized Metal— SELF ADHRED Drip Edge Fastener Type: ,1 1/4 RS NAILS Tile Profile: SPANISH S Hook Strip/Cleat gauge or weight: -Select Hook Strip— 6�af�4�E•I?�B Miami-Dade County HVHZ Electronic Roof Permit Form "Deliverirnq Excellence Evety 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 .240 = 9.38 -Mg: 4.02 =Mr1: ;5.36 g 36.4 NOA Mf P 2: 68.1 x I .240 = 16.34 -Mg: 4.02 =Mr2: ,12.32 < i36.4 NOA Mf P 3: ;100.7 x ;240 = 24.16 -Mg: 4.02 =Mr3: 20.14 s ;36.4 1NOA Mf Method 3"Uplift Based Tile Calculations Per RAS 127" 'or Uplift based file 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 !ach area of the roof,then the the attachment method Is acceptable. •••• • .• 0000.. x x w: W: x cos 8:El Frl: ••• 5 • ;to F' •• ••00•0 •••• .0000. 32:® x1:�= xw: ! = -W:®=� xCos 9:17=Fr2: 0000 <_ NOA F':....: 0000.. 33: x1:�=�xW: = -W:�=� xCos 0: Fr3: ' ..... !5=dVOAF'••••• .. .. . 0000.. Where to Obtain Information to complete the calculations ••••:• 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 Job Site Roof Slope 6— Aerodynamic Multiplier Product Approval(NOA) Restoring Moment due to Gravity Mg Product Approval(NOA) -- Attachment Resistance Mf Product Approval(NOA) Required Moment Resistance L Mr q Calculated Minimum Attachment Resistance _ F' _ Product Approval(NOA) Required Uplift Resistance Fr N Calculated Average Tile Weight — W Product Approval(NOA) = Tile Dimensions I length Product Approval(NOA) w=width MIAMI-DARE COUNTY MIAi*i1ADE PRODUCT CONTROL.SECTION o U }lfl- 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.cov/econonry Miami Terracota LLC 15501 Biscayne Blvd.#201 North Miami Beach,FL 33160 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. 000060 This product is approved as described herein, and has been designed to comply with hhe-Norida•Mirding CM:r including the High Velocity Hurricane Zone of the Florida Building Code. ••9:00 ••0• :000% 0000.. .000.0 0000 DESCRIPTION: Spanish Style Ceramic Roof Tile 00000 0 :•0.0 0 ..... 000000 .. 0 00.00 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,ei it, state &4Ifollowiag... statement: "Miami-Dade County Product Control Approved",unless otherwise noted herebto 0:0: 0 00 . . . . .0000. 0000.. RENEWAL of this NOA shall be considered after a renewal application has been filed an404e;e has*,been 4o 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 Oficial. This NOA consists of pages 1 through 5. The submitted documentation was reviewed by Juan E. Collao,R.A. Q .C :; NOA No.: 14-1023.01 MU4Mt•DADECoufV7Y ''._ Expiration Date:03/05/20 Approval Date:03/05/15 Page 1 of 5 I t ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Clay r" 1. SCOPE This approves a roofing system using the Terracotta Gres. "S" Clay Roof Tile manufactured by ICETEC and distributed by Miami Terracota,LLC as described in Section 2 of this Notice of Acceptance.For locations where the pressure requirements,as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Dimensions Test Product Applicant Specifications Description L= 17.44" Terracotta Gres W= 10.62" ASTM C 1167 High profile,interlocking,clay tile.For adhesive "S" Clay Roof Tile H=2.54" set applications. .... Thickness: 0.37" •••• •••••• L=varies Accessory trim,clay rodf Dales for1f2•at hips, •••a a Trim Pieces W=varies ASTM C 1167 rakes,ridges and valley terminations. :••.• Varying thickness Manufactured for each tilp.prdfile. •••••• aaaaaa e• • ••••• 2.1 PRODUCTS MANUFACTURED BY OTHERS . • . . i ...... Product Name Product Description Manufa. c#urt� (M itlt Curr"ABDA) ...... 3Mff 2-Component Foam Roof Tile Adhesive Two component polyurethane foam 3M Company AH-160 adhesive. 2.2 MANUFACTURING LOCATION 1. Morro Grande-Sangao, Santa Catarina,Brazil 2.3 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date American Test Lab of South RT0930.01-14 :ASTM C 1167 10/13/14 Florida RT0930.03-14 :. TAS 101 10/13/14 NOA No.:14-1023.01 fflAMDs4DE couNTY Expiration Date:03/05/20 ° ° Approval Date:03/05/15 Page 2 of 5 1 3. jLJEWTATIONS 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-Dada 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 office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 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. 3.8 Terracotta Gres "S" shall only be used in regions where the weathering index in less than 50, unless otherwise specified, as indicated in ASTM C 1167. 4. INSTALLATION 4.1 Terracotta Gres "S" and its components shall be installed in strict compliance with Roofigg.Application Standard RAS 120. ' . . .... ...... 4.2 Data For Attachment Calculations f Table 1: Average Weight(W) and Dimensions (I x w) .... • .... Tile Profile Weight-W(lbf) Length-1 (ft) •• ••• Width-wt(ft) ..:. ' a so news: • Terracotta Gres "S" 5.5 1.45 •• ••• 0.88 • • • see • • Table 2: Aerodynamic Multipliers -A (ft) ' Tile Profile A ('t) Direct Deck Application Terracotta Gres "S" 0.24 Table 3: Restoring Moments due to Gravity a M9 (ft-lbf) Tile " °, 09 °° 7°':12°° or Profile 2 :12 3":12 4 :12 5°°:1209 6°°:12° greater Terracotta Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Gres"S" 4.07 4.02 3.94 3:85 3.74 3.63 NOA No.: 14-1023.01 MIAM�•DADE couN7Y Expiration Date:03/05/20 ` Approval Date:03/05/15 Page 3 of 5 r Table 6: Attachment Resistance*Expressed as a Moment - Mf(ft-lbf) for Single patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Terracotta Gres "S" 3Mrm 2-Component Foam Roof Tile Adhesive AH-160 36.4 ' 1 Install each tile with one(1)2"wide x 10°long paddy of 3M 2-Component Foam Roof Tile Adhesive AH-160,with a minimum paddy weight of 41 grams. Place paddy under the flange of the tile between 1 '/2"to 3'/Z"from the head of the tile 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami-Dade County Product Control Approved". I cetec TERRACOTTA GREs"S" (LOCATED ON UNDERSIDE OF TILE) ...r 6. BUILDING PERMIT REQUIREMENTS: • .... ...... • so 6.1 Application for building permit shall be accompanied by copies of the following: ...... ••;• •• • 6.1.1 This Notice of Acceptance. •••••• 6.1.2 Any other documents required by Building Official or Applicable buildingVW%in order t©propelly' •... .... evaluate the installation of this system. ...•• . ..... .. .. ... .. ...... ...... 0 • NOA No.: 14-1023.01 Mei-nauecounrry Expiration Date:03/05/20 Approval Date:03/05/15 Page 4 of 5 PROFILE DRAWINGS 10.62" T 1 17.44" 0000 • 0000.. .. . 0000 6 0 6 00000. 000 0000.. 0000.. • 0 • 6666 .00 •. . 0000. 0 . 0. • • 0 ' S 0000 0 .0000 1 00000. . 0 .. 0000. 66 06 6 66 0066.. 60060. • • • so 6 6 0 .60660 000.. . . 000 0 066606 TERRACOTTA CYRES 6699 CLAS'ROOF TILE END OF THIS ACCEPTANCE NOA No.: 14-1023.01 MIAMtoADE couta r�r Expiration Dake:03/05/20 Approval Date:03/05/15 Page 5 of 5 1 MIAMIDAADE" MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATOR'AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Boral Roofing LLC. 7575 Irvine Center]give,Suite 100 Irvine,CA 92615 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(AHD). 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: BORAL TileSeal ...• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state andfamawing °• 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 14gp has bgm ne•chang in the applicable building code negatively affecting the performance of this product. 000090 .. • • . 000 696609 . ... ...... TERMINATION of this NOA will occur after the expiration date or if there has been a reMs4ON)r changerin the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an en4rser!ent ofl ;rioduct'••••• for sales,advertising or any other purposes shall automatically terminate this NOA.Failure'tado4Iply vyjt� any sect;n.. 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 Oficial. This revises NOA#12-1219.01 and consists of pages 1 through 4. The submitted documentation was reviewed by Juan E.Collao,R.A. NOA No.: 13-1113.05 ML4M�•DADECOUNTY Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 1 of 4 ROOFING COMPONENT APPROVAL Category Roofing Sub-Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description BORAL TileSeal 36"x 36'rolls TAS 103 SBS self-adhering asphalt sheet material with a 36"x 72'rolls ASTM D 1970 white glass re-enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories,Inc. R14610 Follow up Service 03/28/02 IRT-Arcon,Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies,Inc. NEI-006-02-01 TAS 103 ••• 04/01/02 PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114(H) °°• •••••4'1/30/02.•.• PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM.G.LU °48/08/07 •. Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTM•C+ki . 05101/Q8 NEI-076-02-01 TAS 103/ASTM D49W•. ;• -02/14/:1***: NEI-034-02-02 ASTM D 1970 "' 01/29/0.-.°• .. .. . .. ...... •.•..• ..••.w Int®A 110.: 13-1113.05 =MIAMI�)UNTY Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 2 of 4 1 APPROVED ASSEMBLIES'. Deck Type 1: Wood,non-insulated Deck Description: 15/32'or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Kase Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"head lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6"o.c.at the laps and two staggered rows 12" o.c.the field of the roll. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3"head lap and minimum 6"end lap.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 6"o.c.at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems,Mechanically Fastened Roof Tile, Metal Roofing,Wood Shake&Shingles, and Asphaltic Shingle assemblies. 6 6 6 6 • . •6•• 0666•9 .0 • •••• • 0000•• 0000 0000% 0000.. 0000 .••6•• • • ••66•• 0000. 0000. .• 00.00 . • . . 0000. • . . • 0000 . .. 0000.. •60••• • • • • 0 • ••006• •••06• •• • 660 • • • 00 9ss l i r .° NOA No.: 13-1113.05 1.2�oecoucvnr Expiration Date: 07/31/17 o Approval Date: 03/13/14 Page 3 of 4 ILmTATIONS 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. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth,clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment;loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. .0900. 11. When applying the membrane in the valley,start at the low point and work to the highpoidt,rollinggteernembtMw;• from the center outward in both directions. For ridge applications, center the membrane and roll froM the center'. 096.69 6009 .0000. outward in both directions. *fees* 12. Roll or broom the entire membrane surface so as to have 100%contact with the surfage,-evjng spgciA ajtentiori fo•: 0000 . 0.0 overlap areas. 009 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Asseuably.1;firrent f•rt) u&tt Coja•V•Q•j.• . Notice of Acceptance and applicable Building Code. •••••• • 14. All protrusions or drains shall be initially taped with a 6"piece of underlayment. This target piecc:WWI be preSSed•• in place and formed around the protrusion to ensure a tight fit. A second layer of BO*W TileS earl underlay t. shall be applied over the underlayment,and sealed using an SBS modified mastic. •.; 15. 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. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below MIAMI•DADECOUNTY END OF THIS ACCEPTANCE NOA No.: 13-1113.05 MIAMt•DADECXJNWM Expiration bate: 07/31/17 Approval Date: 03/13/14 Page 4 of 4 MIAMI-DADE COUNTY MIAMI,I, 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) •ww.miamidade.sov/economy ICP Adhesives and Sealants,Inc. 12505 NW 441 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 Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polyset®AH-160 sets** . . 0000 000000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo;ci* stat•Wd'following•:• es statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein,••;•• • 0000 0000.. RENEWAL of this NOA shall be considered after a renewal application has been filed and tiere hasUd'eh•$o chi.. 0 00:000 0 0 0 0 0 0 0 in the applicable building code negatively affecting the performance of this product. 0 • 0 000000 0 • 000000 TERMINATION of this NOA will occur after the expiration date or if there has beensa revfsion or change in thes materials,use,and/or manufacture of the product or process. Misuse of this NOA as an encj rsejuent ofotryproducti for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to eothpy with,any,Sectio:•df•; this NOA shall be cause for termination and removal of NOA. 0• 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 MIAMI•DADE COUNTY `t . � 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'AR-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 ProPacO N/A Dispensing Equipment 30& 100 •.•6 PRODUCTS MANUFACTURED BY OTHERS: � •.� 0.0 0.0 Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current P0A which lilVdachment'. 000.60 0000 0000.. resistance values with the use of ICP Adhesives Polyset®AH-160 roof tile adhesive. 000000 • 0000 0000.. MANUFACTURING LOCATION: •••• ••••• 1. Tomball,TX. 6 • PHYSICAL PROPERTIES: 0000.. •••••• • . 0000.. Property Test Results 0000 • Density ASTM D 1622 1.6 lbs./ft.' .• 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 @1580F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties lasted above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. N®A No.: 16-0315.01 MIAMMh4DECWNW Expiration Date: 05/10/17 ° Approval Date:04/07/16 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Reyort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] 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 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 •••• 520109-1 TAS 101 12f2'b•/98 ••••;• 520109-2 • ...... .... ...... 520109-3 520109-6 •... 520109-7 •••• ••••• 520191-1 TAS 101 ••;••; ;8102/�q ••�••• 520109-2-1 •• •• """ . . . . ...... LIMITATIONS: . . •••••• ...... 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire r 6i: • 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 MIAMMDADECOUNTYM Expiration Bate: 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 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. 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 RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A"component and the"B"component shall be maintained between 1.0-1.15 (A): 1.0(B). 6. ICP Adhesives Polyset®AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack®30& 100 dispensing equipment only. 7. ICP Adhesives Polyset®AH-160 shall not be exposed permanently to sunlight. S. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset®AH-160 has been dispensed. 9. ICP Adhesives Polyset®AH-160 placement and minimum patty weight shall be in accordance withtso he 'Placement Details'herein. Each generic tile profile requires the specific placement noted herein'....• 666496 .. 6666 00 606.6. 6666.. 6666.. 6666 .6000. • • •66.4• 4444 • .60 0 • 4644•• •• • ..:0.- •• •• • •. 4660•• •466•• 4 • • • • 4 0 4 4444•• 4440 • • 6 • 0000 : •64.66 00 =DADE � NOA No.: 16-0315.01 MtaMQuMZ Expiration IDate: 05/10/17 ' ' r;-' 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 LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved"or.the Miami- Dade County Product Control Seal as shown below. • ... 0000 0000•0 .. • MIAM!•DADE COUNTY • • 0000•• 0000 • •0000• "• 0000•0 • • • 0000 • • •0000••• • • 0000•• BUILDING PERMIT REQUIREMENTS: •••• ••••• 0000•• •• • •690• As required by the Building Oficial or applicable building code in order to properly evaluat&t&installltiora&this system. 0000.. . . . . 0000.. 0000.. . •6099• NOA No.: 16-0315.01 CMtAMI•DADEcouNTY Expiration Date: 05/10/17 0000 o � Approval]Date:04/07/16 Page 5 of 11 ADHEsivE PLACEMENT DETAIOL#1 Mil through plasticcccesnt Iaadd),E.enamltTN) Flat/Low Profile Tile �rs'€�c.,rt+qu#•day - •-..z.• tis,.,`• . re�-. 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, ni under the strengthening rib closest to the overlock awi��_ ..$ .,�;_-_s• ._ - of the tile being set. `zly'- 1;::' 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. Al 2 Medium Profile/ Double Pan Tile Hall ihroughPhiIt Its scement (when required] -•.~ ___�aaa ;s.nNau,obi 1. Starting at the eave course,apply a minimum 2" 1 f' `�z : (50.8 mm)x 10"(254 mmm))x 1"(25.4 mfoam rlc�darlsyreswn! +"'.i',,!•. .`k9� -�:"~~ •4. y �. paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the moi.~'"_,.`••'•. ."•.'=- ,at"=- ,� - -�., aN.•_ r� . • overlock of the tile being set. 2. Continue in same manner.Insure approximately 17 (109.7 cm)—23 (148A cmc)squareuich adheslYe... o — - ��,''wry'-•-;`•.�,�,,:_;-::' , contact with the underside o;the tile.:••• .• aa-6 Clow a a,a[curse=' -� __ Fascia •••• • daallek*PLIOFlu+aircPraQPsr- High Profile/Single PanC3't '; ' • ��a'hen requlr+NJ; �f _ =G°`��i�ai+ ih'3''i�i • • • • ••••i• -•b •.`,._�_:= 1. Starting at the eave coaurso,apply a minimum 2i' (50.8 mm)x 10"(254 mm)x 1"(25l�m*n)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the "``' ',21a•t°'gym -•L::•:: '';``' overlock of the tile being set. Battens ��e ..^._•_ 4 ;. =" 2. Continue in same manner.Insure approximately 17 Optional � -•... :_: f'� -=' (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. �•, - Eae�•Cauesc--:-:�;:��- •''r.;>��'� ��' Kasic+9 y x: tbi�2Palef NOA No.: 16-0315.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 Approval Date:01/07/16 Page 6 of 11 AADBEsm,PLACEMENT DETAIL#2 NAR 11IM"OhFIJI*CMOs_ ��A{1&,+�t��l lalat/Low Profile Tile 4,mrenljireda r i 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy 4 onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of a l..'•:�'' r'` ' -''t the tile being set.Insure approximately 17 109.7 cm2 eactsrsuyt_•aal - - ''ti. —23 (148.4 cm2)square inch adhesive contact with the underside of the tile. Fm*Coum 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 13traa cion�re• _ ~''' ��' 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 Tile Wil ftauahplastic cea eal 4wben required 1. Starting at the eave course,apply a minimum 2"(50.8 -'� :=-r ; =_•. mm)x 10"(254 mm)x l"(25.4 mm)AWyaddy una$rtAp�eaa _� s _ onto the underlayment pasj�iAjd as shown under"M8 int 4, Goes • pan portion of the tile closesttp„the oyfAgck of the • �.•-�,��. �.,,� _ ��' •�,,; ~ ----,,•� tile being set.Insure appi>oKiiiriately 17(109.7 cm2 — 7dn: 23 (148.4 cm2 )square insk ttdkgsive oontast with£fie — , .... underside of the tile. ••••• Batiens Optional �s 2. At the second course,app�,y.� mmum�"(50.8ni�• • {�.��•-;-_,��+i-;~•••-.;�:--,q. ��+"`��:��.->.�_ •..- x 7 (177.8 mm)x 1 (23.4 iM)foarp paddontgVill.. underlayment positioned as shown ut3'd&'tht pan111 0 portion of the tile closest tvth;overlsek of-the til- • ' 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) 1�T®A I�1o.: 16-0315.01 MIAMI.1]ADE caUNTY Expiration Date: 05/10/17 •M' Approval Date:04/07/16 Page 7 of 11 A-Dl3ESIVE PLACEMENT DETAIL#2 (CONTINUED) �laii zl r,ur�li Plaaus�eg��r t•~ y Nigh Profile/Single Pan Tile Qrnc��regylredi � ___Mudd•l�ar•�+�hT"ilq. 1. Starting at the eave course,apply a minimum 2" 50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy .•• '`=� `y<' =:°,y'"'"�'�. 'r � .y onto the underlayment positioned as shown under the =dry j pan portion of the tile closest to the overlock of the tile being set.Insure approximately 17(109.7 cm2)— ir, �_ ~� '';��L.-,z If,'•s:` 23 (148.4 cm2)square inch adhesive contact with the Daum.optional underside of the tile. .�,''cam.." �^•••'^jy•'-+. •• r'i ti'`F- 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 'you Ph= underlayment positioned as shown under the pan -Z `` -''`Sa' e'`I�` portion of the tile closest to the overlock of the tile 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. Goes G . G .... ...... .. a eGso .0660. 00000* . .. :0:00- ...... . .... G . . G .. .. . .. ...... 00 . . . G 0000:0 000000 GG G 600 00 IST®A No.: 16-0315.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 Approval Date:04/07/16 Page 8 of 11 ` IWEESIVE PLACEMENT DETAIL.#3 Hail 4htough plastictement Paddy ibetweentile.`i (when regulredt 1. On the cave course only, apply a minimum 2" (50.8 Battens optional $ .� mm)x 10" (254 mm)x 1"(25.4 mm)foam paddy Paddy Iundertile) onto the underlayment positioned as shown,under goniapo#nie a d the strengthening rib for flat tile or under the pan - + ` '� portion of the tile for low or high profile tile closest A`. , , to the overlock of the tile being set.Leave a a m fat. ',._�''. sin le a�,"�. >,� -�, '*•..� ' - ; approximately 4" (10 1.6 mm)up from the cave edge free of foam to prevent the expanded adhesive 5mglepaddy on'n' rtay"'e,ti, �0'2,r 411. from blocking the weep holes. Insure approximately 17-23 int(109.7-148.4 cm2)of adhesive contact with the underside of the tile ascla 2. Apply a 4" (101.6 mm)x 4"(101.6 mm)x 1"(25.4 mm)foam paddy onto the underlayment just below FiatfLow Profile Tile the second course line positioned foam paddy under the strengthening rib for flat tile,or under the Nall through plastic cement Single paddy under We pan portion of the tile,closest to the underlock for (trfien requiredl Paddy lbet%*enti(es1 the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive Battens '` ''`,�� paddylundertnel contact with the underside of the tile. 9696 4� {_ ,yr �•w - : ••• 6666 6999•6 " sEnglepaddi, ^'-.,, (Instructions continued on nex'tpag'r?) ;••• so antopofttled. ;y •9999• la9696 •9.96• ��4 41n. • , - � •969•• • 2x4in`a>. • • sg a lepaddyon `' ��'' f, 9.6 9 •9 9 9 6• g • • • • Underiayment ��.,, � _ • • ••••9• • .�gd}•� 69.9 • ••9•• ' '` a. � '�"�'c .� •999•• •• • •9.9• Sin. tv :'� f • • • • • Z4 .��• .; /f . Eave Course`' mss ,r�".'i'r' Fascia 6 :09000 •6999• Medium ProflleTile • NOA No.:16-0315.01 MIAMMADECOUNTY Expiration Date: 05/10/17 r Approval Date: 04/07/16 Page 9 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)Place enoughadhesivepan a tile. achieve 65 to 70 sq in. Steep pitch red) ions 50.8 mm x 10" 254 mm x 1" 25.4 mm foam In contact with the pantile, whenrequired) ( ) ( ) ( ) 2)Tum coven upside down.Place adhesive in paddy onto the underlayment positioned as Then I immoutside edge e20to mile. shown under two adjacent pan tiles. Support eave Then Install the tile.Ensure 20 to 25 sq.in.contact area tiles from rocking until adhesive has a chance to IUnderayme.t cure. i 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. Eaveclosure (motar ) 3. Turn covers upside down exposing the underside weephole .Fasaaeoard of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portionpftheeave course cover tile.Abut tosecond course of edge of each side of the cover tile.Leave pantRes.Ensureeaveend ofpan and cover tiles amflush ateave line. approximately 3/4"(19 mm)to 1"'(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of foam to allow for expansion! •66086 ...... ee 0066 • 4. Turn cover tile over aft8f iM is apfletd and •••••• place onto pan tile course.insure a minifnum of 20(129 cm)-25(161.8.*V2 quars�ixeg. • side. q ..... contact area on each si a cov rtil,to the �•��•• pan tile. Continue in sa>a emfter.Tri%gavay •• any cured exposed foam•alibmive.Pointing of e• longitudinal edges of tke cover tiles-are ....:. considered optional. ; .0. 5. When additional nailing is required,2"(10.8 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 MIAMI•DADE COUNTY NOA No.: 16-0315.01 JAPPROVED1 Expiration Date: 05/10/17 Approval Date:04/07/16 Page 11 of 11 Swim C Miami-Dade County HVHZ Electronic Roof Permit Form °ci''�c'�d•�� Section C Page(Low Slope Roof Systems) o Ut„11G1` c� ,,,Delivering Excellence Every Play" Fill in the specific root assembly components.if a component Is not required,insert not applicable(n/a)in the text box. Top Ply: ROOF SYSTEM MANUFACTURER: GAF LEVERGAURD TPO 60 MIL Product Approval (NOA): 'FL16730R8 System Type: W35 Top Ply Fastening/Bonding Material: Wind Uplift Pressures,From RAS 128 or Sealed Calculations: #14 DRILL TEC FASTNERS&3"PLATES 42.8 Surfacing: (P1) Field: psf SINGLE PLY MEMBRANE: (P2) Perimeters: 71•� psf Single Ply Manufacturer/Type: (P3)Comers:1108 1 psf Maximum Design Pressure From NOA:EDpsf 60 °1/2 Sheet Width: 30 Single Ply Sheet Width: Roof Slope: 1 5 °:12 Roof Mean Height 12 ff No.of Single Ply 1/2 sheets:El Parapet Walls: No ®Yes Parapet wall Height _ _ ' ft. Single Ply Membrane Fastening/Bonding Material: Deck Type: -5/8"Plywood- ❑FASTENER SPACING FOR BASESHEET ATTACHMENT Support Spacing: °o/c ❑SINGLE PLY MEMBRANE ATTACHMENT Alternate Deck Type: 1.Field:El_o/c @ Laps&Elrows 48 'O/c Existing Roof: 2.Perimeter.El°o/c @Laps&EI rows 4/9.•• Fire Barrier. 3.Comer. °o/c @ Laps& 1 rows 2: °o/c :• • 0• VERSASHIELD SOLO _- --- NUMBER OF FASTENERS PER INSUL"OtMOARD ••• ••••: t • Vapor Barrier. ®. r_1 •s!E mer • . :6*0 :0000: 1. Field: 2. Perimeter. $ • Anchor Sheet' Insulation Fastener Type: • • •.••• Anchor Sheet Fastener I Bonding Material: WOOD NAILER TYPE AND SIZE: • • • '• Insulation Base Layer Size&Thickness: ••••" Wood Nailer Fastener Type and Spacing!• • ••• • • Insulation Base Layer Fastener/Bonding Material: EDGE&COPING METAL SIZES: -- Edge Metal Material: -Galvanized Metal- ----- - - _. Insulation Top Layer Size&Thickness: v Edge Size: -3"face 26 ga.-- 1. Insulation Top Layer Fastener/Bonding Material: Hook Strip Size: --SELECT EDGE METAL HOOK STRIP SIZE- Edge Metal Attachment --- Base Sheet-s--& ) No--.of Ply-( . ...--- .._.. ... .__ - - 1 1/4 RS NAILS (s) - —' - - Coping Material: -SELECT PARAPET WALL COPING MATERIAL- .. - - _. . Base Sheet Fastener/Bonding Material: Coping Size: -SELECT COPING METAL SIZE OR THICKNESS- Ply Sheet(s)&No.of Ply(s): Hook Strip Size: --SELECT COPING METAL HOOK STRIP SIZE- Parapet Coping Metal Attachment: Ply Sheet Fastener/Bonding Material: - - - -- Single Ply Edge Detail MieaM1-1 Miami-Dade County HVHZ Electronic Roof Permit Form a U`IU1' "Delivering Excellence Every Day' Single Ply Membrane Edge Metal Detail Edge 11fietal Approved Sealant Continous Cleat One Gauge Heavier r° Thai]the 1=(190 D18011 jja • -_::_::.. ; i _ Adhered Single Ply 14ionlibrane Strip tAl�proved Fasteners ,�`'� t`1�, h��- ~•'-4.�'h"'''mss;:.`.*':..�-a. � .�, I `�'•�w==. Mechanically Fastened or Adhered Single Ply Membrane Base Layer& ••• •..• •••••• Optional Top LayeP• •••. •. Pt Wood Mailer of Insulation •••••• s' •••••• . • • ' Roof Deck •••• • ••••• •• •• • •• •••••• Provide Component Information "•• Roof Mean Height �?____,____,. ft. •• ••• • Edge Metal Type and Size: 3X3 GALV 26 GA Continuous Cleat: Surfacing: Single Ply Membrane Type: VERSASHIELD SOLO/EVER GUARD TPO 60 MIL Top Insulation Layer Type: - Base Insulation Layer Type: Wood Nailer Type&Size: . Wood Nailer Attachment: Deck Type: 5/8 CDX PLYWOOD EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 353 Christian Street,Unit 13 4j {�j3IGta,\I—N,ERD Oxford,CT 06478 (� �J u u PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT GAF Evaluation Report 01506.12.13-1-RB FL16730-R7 1 Campus Drive Parsippany,NJ 07054 Date of Issuance:12/17/2013 Revision 6:10/26/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 5th Edition (2014) Florida Building Code, High Velocity Hurricane Zone (HVHZ) sections noted herein. DESCRIPTION: EverGuardO TPO Single-Ply Roof Membrane Systems LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Accepta vopf this Evaluation Report by the named client constitutes agreement to notify Robert NieminetL P.ftlf the psaduc4 ....� changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a conVetereview of 016 Evaluation Report relative to updated Code requirements with each Code Cycle. 9999.. 9999 9999.. 000000 • ADVERTISEMENT: The Evaluation Report number preceded by the words "Engineer Evaluated, FBC.(NVHZ)"pay be0000 displayed in advertising literature. if any portion of the Evaluation Report is displayed, then ile"11be doae'inIts 96964 entirety. " 99 9 9.. 99 . . . "' INSPECTION:Upon request,a copy of this entire Evaluation Report shall be provided to the user bl lhg Tnanufaetur icor •••9 9 9 its distributors and shall be available for inspection at the job site at the request of the Building lgicier: ••a This Evaluation Report consists of pages 1 through 5,plus a 75-page Appendix. • 90 . see .9000. Prepared by: so >>�+pata3 r�nrryri ..•tics s / ` ICE The facsimile seal appearing was authorized by Robert Nleminen, Robert i.M.Nieminen,P.E. °T'�''c �rr>_; P.E.on 10/26/201S.This does not serve as anelectroniallysigned if�:�'s • document signed,sealed hardcopies have been transmitted to the Florida Registration No.59166,Florida DCA ANE1983 r,� 'SIC.4 s;;"+''` product Approval Administrator and tothe named client CERTIFICATION OF INDEPENDENCE: 1. Exterior Research&Design,LLC.d/b/a Trinityl ERD does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, I.I.C. d/b/a TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,Is/was used for permitting or design guidance unless retained specifically for that purpose. TRMT(I ER® ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Single Ply Roof Systems Compliance Statement: EverGuard® TPO Single-Ply Roof Membrane Systems, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code, HVHZ through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/ Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1523.6.2 Testing Requirements TAS 110 2000 TAS 110 System Performance TAS 114 2011 TAS 110 Physical Properties TAS 131 1995 3. REFERENCES: EntItV Exam Reference Date Ent1tV Exam Reference Date ACRC(TST4671) TAS114 06-035 10/18/2006 FM App(TST1867) FM 4470 797-07041-267 02/27/2012 ACRC(TST4671) TAS114 07-005 01/17/2007 FM App(TST1867) FM 4470 797-07183-267 03/01/2012 ACRC(TST4671) TAS114 07-024 03/01/2007 FM App(TST1867) FM 4470 3044506 03/28/2012 ACRC M4671) TAS 114 07-016 04/19/2007 FM App(TST1867) FM 4470 797-07331-267 04/13/2012 ACRC(TST4671) TAS114 07-017 04/19/2007 FM App(TST1867) FM 4470 3044862 05/11/2012 ACRC(TST4671) TAS114 07-025 05/02/2007 FM App(TST1867) FM 4470 797-07455-267 05/31/2012 ACRC(TST4671) TAS114 07-026 05/03/2007 FM App(TST1867) FM 4470 797-07474-267 06/11/2012 ACRC(TST4671) TAS114 07-027 05/04/2007 FM App(MI867) FM 4470 797-07476-267 06/21/aq;4 ACRC(TST4671) TAS114 07-042 08/31/2007 FM App(TST1867) FM 4470 304579 • 07)12/2012• •••••• ACRC(TST4671) TAS114 07-043 09/05/2007 FM App(TST1867) FM 4470 3045863 • • 08/19AM ACRC(TST4671) TAS114 D7-045 09/06/2007 FM App(TST1867) FM 4470 3041749• • 08/23,tK§• • ACRC(TST4671) TAS114 07-046 09/06/2007 FM App CM1867) FM 4470 3046728•••• 09(JJ412 •••••• ACRC(TST4671) TAS114 07-048 09/07/2007 FM App f V1867) FM 4470 3041ir*• •• 09/27/2012 ACRC(TST4671) TAS114 07-049 09/10/2007 FM App fW1867) FM 4470 797-07744-267 10/17/2412 •••• ACRC(TST4671) TAS 114 07-080 01/03/2008 FM App(TST1867) FM 4470 797-4748%-107• 12:3J/2Q142 • • ACRC(TST4671) TAS114 08-022 04/17/2008 FM App(TST1867) FM 4470 3046092••• 12j2y28R* ••••• ACRC(TST4671) TAS114 08-030 04/05/2008 FM App(TST1867) FM 4470 797-088]x67• 04JW20V ••*••• ACRC(TST4671) TAS114 08.023 04/17/2008 FM App(M1867) FM 4470 3048172• • 0 V290013• ACRC(TST4671) TAS114 08-033 04/19/2008 FM App(TST1867) FM 4470 797- 8 17-217 O101/Ab •••• • ACRC(TST4671) TAS114 08-032 04/19/2008 FM App(TST1867) FM 4470 797-rR4•287• 05/23/2613 ACRC(TST4671) TAS114 11-004 03/21/2011 FM App(TST1867) FM 4470 3047937 • 0;/15/203 000000 ACRC(T5T4671) TAS114 11-011 03/24/2011 FM App RM867) FM 4470 304736 • O8�W301166 ACRC(TST4671) TAS114 11-012 04/06/2011 FM App(1'ST1867) FM 4474 797-69234s264 09/11/2014 • • ACRC(TST4671) TAS114 11-013 04/06/2011 FM App(TST1867) FM 4474 797-Og317-26! 0*108}r2014 • • ACRC(TST4671) TAS114 11-019 04/08/2011 FM App(TST1867) FM 4474 797-09493-267 05/27/21b3J ACRC(TST4671) TAS114 11-020 04/08/2011 FM App(TST1867) FM 4474 797-09495-267 05/27/2014 ACRC(TST4671) TAS114 11-021 04/11/2011 FM App M1867) FM 4474 797-09573-267 06/13/2014 ACRC(TST4671) TAS114 11-040 08/05/2011 FM App(TST1867) FM 4474 797-09497-267 06/23/2014 ACRC(TST4671) TAS114 11-041 08/05/2011 FM App M1867) FM 4474 797-09594267 06/24/2014 ACRC(TST4671) TAS114 11-056 09/30/2011 FM App(TST1867) FM 4474 797-09635-267 07/16/2014 ACRC(TST4671) TAS114 12-008 04/10/2012 FM App(TST1867) FM 4474 797-09892-267 10/30/2014 ACRC(TST4671) TAS114 12-012 04/23/2012 FM App M1867) FM 4474 797-10123-283 12/17/2014 ACRC(TST4671) TAS114 12-D13 04/23/2012 FM App(TST1867) FM 4474 797-10153-267 12/19/2014 ACRC(TST4671) TAS114 12-014 04/23/2012 FM App(TST1867) FM 4474 797-10210-267 02/05/2015 ACRC(TST4671) TAS114 12-016 04/24/2012 FM App(TST1867) FM 4474 797-10211-267 02/05/2015 ACRC(TST4671) TAS114 12-019 04/25/2012 FM App(TST1867) FM 4474 797-10212-267 02/05/2015 ACRC(TST4671) TAS 114 12-024 05/09/2012 FM App(7873867) FM 4474 797-RR20018 02/23/2015 ACRC(W4671) TAS114 12-025 05/09/2012 FM App(TST1867) FM 4474 3047636-LTR 06/24/2015 ACRC(TST4671) TA5 114 12-029 05/23/2012 IRT(TST7408) TAS 114 02-008 01/18/2002 ACRC(TST4671) TAS 114 12-030 05/23/2012 IRT(TST7408) TAS 114 03-0728 02/17/2004 ACRC(TST4671) TAS 114 11-042-R1 01/27/2012 IRT(TS17408) TAS 114 04012 02/18/2004 ACRC(TST4671) TAS 114 12-033 08/10/2012 IRT(TST7408) TAS 114 04019 04/26/2004 ACRC(TST4671) TAS 114 12-036 08/13/2012 PRI(7875878) Physicals GAF-289-02-01 09/07/2011 ACRC(TST4671) TAS 114 12-018-RS 01/30/2013 PRI(7875878) Physicals GAF-290-02-01 09/21/2011 ACRC(TST4671) TAS 114 08-022-RS 01/15/2015 PRI(TST5878) Physicals GAF-373-02-01 10/15/2012 ACRC(TST4671) TAS 114 11-056-112 01/23/2015 PRI UM878) FM 4474 GAF-043-02-03 09/16/2013 ERD(TST6049) Physicals 01513.12.07 12/18/2007 PRI(TST5878) FM 4474 GAF-043-02-04 09/16/2013 ERD(TST6049) TAS 114 GAF-SC8580.14 03/26/2015 PRI(TS5878) Physicals GAF-421-02-01 10/22/2013 ERD(TST6049) TAS 114 GAF-SC8580.14 09/17/2015 PRI(TST5878) Physicals GAF-422-02-01 10/29/2013 Exterior Research and Design,I.I.C. Evaluation Report 01506.12.13-1-118 Certificate of Authorization#9303 FL16730-R7 Revision 8:10/26/2015 Page 2 of 5 ERD rntltv Exam Reference Date Entity Exam Reference Date F-TEC(TST7393) TAS 114 08-050183 06/26/2008 PRI(TST5878) Physicals GAF-424-02-01 11/11/2013 F-TEC(T5 M93) TAS 114 08-050184 06/26/2008 PRI(TST5878) Physicals GAF-425-02-01 11/11/2013 F-TEC M-M93) TAS 114 08-070133 08/04/2008 PRI(TST5878) Physicals GAF-462-02-02 11/18/2013 F-TEC(TST7393) TAS 114 08-050185 10/14/2008 PRI(TST5878) FM 4474 GAF-457-02-02 01/20/2014 F-TEC(TST7393) TAS 114 08-072805 02/16/2009 PRI(TST5878) FM 4474 GAF-457-02-04 01/24/2014 FM App(TST1867) FM 4470 3003617 12/20/1999 PRIVV5878) FM 4474 GAF-457-02-06 01/24/2014 FM App(TST1867) FM 4470 3009026 06/18/2002 PRI(TST5878) FM 4474 GAF-457-02-07 01/24/2014 FM App(TSTI867) FM 4470 3013861 03/28/2003 PRICrST5878) FM 4474 GAF-457-02-08 01/24/2014 FM App(TST1867) FM 4470 3014692 08/05/2003 PRI O-ST5878) Physicals GAF-423-02-01 01/27/2014 FM App(TST1867) FM 4470 3014955 01/22/2004 PRI(TST5878) Physicals GAF-426-02-01 01/27/2014 FM App(M1867) FM 4470 3012721 02/11/2004 PRI(TST5878) Rupture GAF-435-02-01 01/29/2014 FM App(TST1867) FM 4470 3015029 02/19/2004 PRI(TST5878) FM 4474 GAF-435-02-07 01/29/2014 FM App M1867) FM 4470 3020588 03/24/2004 PRI(TST5878) FM 4474 GAF-435-02-08 01/29/2014 FM App M1867) FM 4470 3019881 03/20/2004 PRI(TST5878) FM 4474 GAF-435-02-09 01/29/2014 FM App(TST1867) FM 4470 3016068 04/02/2004 PRI(TST5878) FM 4474 GAF-435-02-10 01/29/2014 FM App M1867) FM 4470 3013861 05/21/2004 PRI(TST5878) FM 4474 GAF-435-02-11 01/29/2014 FM App(M1867) FM 4470 3105578 05/12/2004 PRI(TST5878) FM 4474 GAF-506-02-08 03/06/2014 FM App(TST1867) FM 4470 3014955 01/28/2005 PRI(TST5878) FM 4474 GAF-506-02-10 03/06/2014 FM App(TST1867) FM 4470 3022136 03/17/2005 PRI(T5T5878) FM 4474 GAF-510-02-02 04/08/2014 FM App(M1867) FM 4470 3020681 09/01/2005 PRI(TST5878) FM 4474 GAF-SID-02.04 04/08/2014 FM App(TST1867) FM 4470 3024051 03/28/2006 PRI(TST5878) FM 4474 GAF-510-02-05 04/08/2014 FM App(TST1867) FM 4470 797-02093-267 04/26/2006 PRI(TST5878) FM 4474 GAF-511-02-02 04/08/2014 FM App(TST1867) FM 4470 3023458 07/18/2006 PRI(TST5878) FM 4474 GAF-506-02-12 04/14/2014 FM App(TST1867) FM 4470 3028039 09/11/2006 PRI(TST5878) FM 4474 GAF-506-02-13 04/14/2014 FM App(TST1867) FM 4470 3027159 10/03/2006 PRI(TST5878) FM 4474 GAF-506-02-14 04/14/2014 FM App M1867) FM 4470 3026149 02/05/2007 PRI(TST5878) FM 4474 GAF-506.02-01 04/23/2014 FM App(TST1867) FM 4470 3026964 07/25/2007 PRI(TST5878) FM 4474 GAF-514-02-01 05/12/2014 FM App(TST1867) FM 4470 3028857 11/02/2007 PRI(TST5878) FM 4474 GAF-514-02-03 05/12/2014 FM App(TST1867) FM 4470 3030199 11/05/2007 PRI(TST5878) FM 4474 GAF-514-02-04 05/12/2014 FM App(TST1867) FM 4470 3030813 11/05/2007 PRI(7513878) FM 4474 GAF-514-02-05 05/12/2014 FM App(7871867) FM 4470 3031262 11/30/2007 PRI 03'x5878) FM 4474 GAF-514-02-07 05/12/21OW9• FM App(TST1867) FM 4470 3030292 02/25/2008 PRI(TST5878) FM 4474 GAF-514.02-08 • 05/12?Vjj, FM App[7871867) FM 4470 797-03825-267 07/21/2008 PRI(7875878) FM 4474 GAF-51690-OP • 05/13/2014•• •••• • FM App(7871867) FM 4470 3033314 08/26/2008 PRI(7875878) FM 4474 GAF-- I & • 05/13/204••• • FM App(TST1867) FM 4470 3034749 10/16/2008 PRI(TST5878) FM 4474 GAF-519111MI•• 06/0600" •••• • FM App(TST1867) FM 4470 3032856 11/24/2008 PRI OST5878) FM 4474 GAF-52.%W •• 06/23/201 FM App(TST1867) FM 4470 3033135 11/24/2008 PRI(7875878) FM 4474 GAF-525-12j0 06/23/2014 •••••• FM App(TST1867) FM 4470 3033862 12/24/2008 PRI(TST5878) FM 4474 GAF-46)02-0 • 07/00041 • • • FM App(TST1867) FM 4470 3034394 02/27/2009 PRI(TST5878) FM 4474 GAF-462-ff t• 07/Of/2014 ••:••• FM App(TST1867) FM 4470 3033121 04/13/2009 PRI(TST5878) FM 4474 GAF-46b4W"•• 071Oi/J014• ••••• FM App(TST1867) FM 4470 3035300 05/06/2009 PRI(TST5878) FM 4474 GAF-52i-221001•• 07/0!/20A.4 • FM App(TST1867) FM 4470 3036614 06/09/2009 PRI(TST5878) FM 4474 GAF-524-02-03 07/03/2011 • •••••• FM App(TST1867) FM 4470 3034310 06/15/2009 PRI(TST5878) FM 4474 GAF-52$-Efj*: 07/01/2010 • FM App(TST1867) FM 4470 3036141 08/10/2009 PRI('TST5878) FM 4474 GAF-54#-02-02 • 08/0(/2014 FM App(7871867) FM 4470 3037820 04/30/2010 PRI(TST5878) FM 4474 GAF-54"2-03• 08101IIAm•• •••••. FM App(TST1867) FM 4470 797-059797-267 08/18/2010 PRI(7875878) FM 4474 GAF-549-02-M • 08/Og/2014 •••••• FM App(7871867) FM 4470 3038215 09/02/2010 PRI(7575878) FM 4474 GAF-538-tZ-02 • 08/1S)M4 • • • FM App(TST1867) FM 4470 797-06003-267 11/11/2010 PRI(TST5878) FM 4474 GAF-538-02-03 08/13/201.4• FM App(TS71867) FM 4470 3038318 12/10/2010 PRI(TST5878) FM 4474 GAF-532-02-01 08/22/2014 FM App(TST1867) FM 4470 797-06178-267 02/07/2011 PRI(TST5878) FM 4474 GAF-524-02-05 08/27/2014 FM App(TST1867) FM 4470 3040234 02/23/2011 PRI(TST5878) FM 4474 GAF-549-02-01 08/08/2014 FM App(T5T1867) FM 4470 3040377 03/08/2011 PRI(TST5878) FM 4474 GAF-559-02-11 10/16/2014 FM App(TST1867) FM 4470 3041685 03/24/2011 PRI(TST5878) FM 4474 GAF-559-02-12 10/16/2014 FM App(TST1867) FM 4470 797-06254267 03/24/2011 PRI(TST5878) FM 4474 GAF-559-02-13 10/16/2014 FM App(TST1867) FM 4470 3041535 06/08/2011 PRI(TST5878) FM 4474 GAF-559-02-14 10/16/2014 FM App(TST1867) FM 4470 797-06537-267 06/13/2011 PRI(TST5878) FM 4474 GAF-559-02-15 10/16/2014 FM App(TST1867) FM 4470 797-06538-267 05/13/2011 PRI(TST5878) FM 4474 GAF-559-02-16 10/16/2014 FM App(TST1867) FM 4470 797-06894267 11/02/2011 PRI 03T5878) FM 4474 GAF-559-02-18 10/16/2014 FM App(MIS67) FM 4470 3038278 11/18/2011 UL,LLC(QUA9625) QA Inspect,R1306 01/08/2015 Exterior Research and Design,I.I.C. Evaluation Report 01506.12.13-1-R8 FL16730-117 Certificate of Authorization#9503 Revision 8:10/26/2015 Page 3 of 5 4. PRODUCT DESCRIPTION: This Evaluation Report covers EverGuard®TPO Single-Ply Roof Membrane Systems installed in accordance with GAF published installation instructions and the Limitations/Conditions of Use herein. EverGuard'TPO membranes are nominal 45-mil (1.1 mm), 60-mil (1.52-mm) or 80-mil (2.0 mm)thick, internally reinforced thermoplastic polyolefin roof covers supplied. Side and end laps are sealed using hot air welding. The roof cover is mechanically attached or fully-adhered to Approved substrates. EverGuard Extreme TPO membranes are nominal 50-mil(1.27-mm),60-mil(1.52-mm),70-mil(1.8)or 80-mil(2.0 mm)thick,internally reinforced thermoplastic polyolefin roof covers supplied. Side and end laps are sealed using hot air welding. The roof cover is mechanically attached or fully-adhered to Approved substrates. 9 EverGuard TPO FB Ultra membranes are nominal 45-mil (1.1 mm), 60-mil (1.52-mm) or 80-mil (2.0 mm)thick, internally reinforced thermoplastic(TPO)roof covers with a polyester fleece backing. Side and end laps are sealed using hot air welding. The roof cover is mechanically attached or fully-adhered to Approved substrates. 9 EverGuard Extreme TPO FB Ultra membranes are nominal 50-mil (1.27-mm), 60-mil (1.52-mm), 70-mil (1.8) or 80-mil (2.0 mm)thick, internally reinforced thermoplastic(TPO) roof covers with a polyester fleece backing. Side and end laps are sealed using hot air welding. The roof cover is mechanically attached or fully-adhered to Approved substrates. ➢ EverGuard"Freedom""TPO HW and EverGuard® Freedom'm TPO with RapidSeam7m Technology membranes are nominal 45-mil (1.1 mm) or 60-mil (1.52-mm)thick, internally reinforced thermoplastic (TPO) roof covers with a self-adhering backing. EverGuard® Freedom"" TPO HW laps are sealed using hot air welding. EverGuard® Freedom""TPO with RapidSeam-Technology laps are self-adhering. The roof cover is self-adhered to Approved substrates. ...• . . .... ...... S. LIMITATIONS: .. . • 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E.are, iti' ay,ths4signer ..... �e . of Record for any project on which this Evaluation Report, or previous versions t118flebf,•is/was used for ��•��0 permitting or design guidance unless retained specifically for that purpose. .*��. :.o .;* • • 5.2 Fire classification is not part of this Evaluation Report; refer to a current Approved Rogfrr•i�l�terials Directory for fire ratings of this product. 0000. : '..' .... 5.3 For steel deck installations,foam plastic insulation shall be separated from the buildirftle jor in accordance .' with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. ' • ; •••• • 5.4 The evaluation herein pertains to above-deck roof components; deck-attachment detail%perfain total tested' �....� conditions under TAS 114,Appendix J. Roof decks shall be in accordance with FBC(HVHZ)requirements•t®�he satisfaction of the AHJ. 5.5 Fastener spacing for mechanical attachment of insulation, anchor/base sheet or membrane is based on a minimum fastener resistance value in conjunction with the maximum design pressure(MDP)listed for 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 qualified design professional—may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standard TAS 105 and calculations in compliance with Roofing Application Standard RAS 117 or RAS 137. 5.5.1 If mechanical attachment to the structural deck through lightweight insulating concrete is proposed, field withdrawal resistance testing shall be performed to confirm equivalent or determine enhanced fastening patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117 and/or RAS 137. Calculations shall be prepared,signed and sealed by a qualified design professional. 5.6 For systems where specific lightweight insulating concrete is referenced, consult the current HVHZ product approval documentation for specific deck construction and limitations. For systems where specific lightweight insulating concrete is not referenced,the minimum design mix shall be for minimum 300 psi cellular material. Exterior Research and Design,U.C. Evaluation Report 01506.12.13-1-R8 Certificate of Authorization#9503 F1.16730-117 Revision 8:10/26/2015 Page 4 of 5 ��' �8 ECD T 5.7 For recover installations,the existing roof shall be examined in accordance with FBC 1521. 5.8 Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased, as calculated in compliance with Roofing Application Standard RAS 117 and/or RAS 137 by a qualified design professional. This exfrapolatlon is not permitted for systems marked with an asterisk'. 5.9 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. 5.10 For assemblies marked with an asterisk*, the maximum design pressure (MDP) limitation listed shall be applicable to all roof pressure zones (i.e., field, perimeters and corners). Neither rational analysis, nor extrapolation is permitted for enhanced attachment at enhanced pressure zones (i.e., perimeters,corners and extended corners). 5.11 For bonded insulation or membrane over existing substrates in a recover installation,the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with TAS 124. 5.12 All products listed herein shall have quality assurance audit in accordance with the Florida Building Code and Florida Administrative Code Rule 61G20-3. 6. INSTALLATION: 6.1 EverGuard® TPO Single-Ply Roof Membrane Systems shall be installed in accordance with GAF published installation instructions,subject to the Limitations/Conditions of Use noted herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads,and refl0000 ects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety per TAS 114 has already been appli@r),�Ifer to FBC 1620 and RAS 128 for determination of design wind loads. •••o : 0*00 •' 6.3 For mechanically fastened membrane systems (Type D) over profiled steel deck, membfW§hall bes4tialled .•.•:• running perpendiculartosteel deckflutes. 0.6.66 ' ' 7. QUALITY ASSURANCE ENTITY: •••• • ••••• UL,LLC—QUA9625;(847)664-3281;k.chancellor@ul.com • • • • • •• •• • •• •••••• -THE 75-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-*•• • • • Exterior Research and Design,I.I.C. Evaluation Report 01506.12.13-1-R8 Certificate of Authorization 119503 FL16730-R7 Revision 8:10/26/2015 Page 5 of 5 ,f QNQTY:ERE) APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1A-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-7 1A-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 8-9 18 Wood New,Reroof(Tear-Off)or Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 10 1C Wood New,Reroof(Tear-Off)or Recover C-1 Mechanically Attached Insulation,Bonded Roof Cover 10 1D Wood New,Reroof(Tear-Off)or Recover C-2 Plate-Bonded Roof Cover 11 1E Wood New,Reroof(Tear-Off)or Recover D-1 Insulated,Mechanically Attached Roof Cover 12 1F Wood New,Reroof(Tear-Off)or Recover D-2 Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 12 1G Wood New,Reroof(Tear-Off)or Recover E-2 Non-Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 13-15 2A-1 Steel or Conc. New,Reroof(Tear-Off)or Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 16-20 2A-2 Steel or Conc. New,Reroof(Tear-Off)or Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Base and Cap Ply 21 2A-3 Steel or Conc. New,Reroof(Tear-Off)or Recover B-2 Mech.Attached Thermal Barrier,Bonded Temp Roof,Bonded Insulation,Bonded Roof Cover 22-23 2B-1A Steel or Conc. New,Reroof(Tear-Off)or Recover C-1 Mechanically Attached Insulation,Bonded Roof Cover 24-31 2B-1B Steel or Conc. New,Reroof(Tear-Off)or Recover C-1A Thermal Barrier with Vapor Barrier,Mechanically Attached Insulation,Bonded Roof Cover 32-36 2B-2 Steel or Conc. New,Reroof(Tear-Off)or Recover C-2 Mechanically Attached Insulation,Plate-Bonded Roof Cover 37-38 2C Steel or Conc. New,Reroof(Tear-Off)or Recover D-1 Insulated,Mechanically Attached Roof Cover 39-40 2D Steel or Conc. New,Reroof(Tear-Off)or Recover D-2 Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 40 3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 41-50 3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Base and Cap Ply 51 3B Concrete New,Reroof(Tear-Off)or Recover F Non-Insulated,Bonded Roof Cover 51 4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 52-53 4B LWIC New or Reroof(Tear-Off) A-2 Mechanically Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 54 4C LWIC New,Reroof(Tear-Off)or Recover C-2 Plate-Bonded Roof Cover 54 4D LWIC New,Reroof(Tear-Off)or Recover D-1 Insulated,Mechanically Attached Roof Cover 55 4E LWIC New or Reroof(Tear Off) E Non-Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 56 4F LWIC New or Reroof(Tear Off) F Non-Insulated,Bonded Roof Cover 57-58 SA CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 59 5B CWF New,Reroof(Tear-Off)or Recover C-1 Mechanically Attached Insulation,Bonded Roof Cover 59 6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 60-61 6B Gypsum Reroof(Tear-Off) A-2 Mechanically Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 62 6C Gypsum Reroof(Tear-Off) B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 62-64 6D Gypsum Reroof(Tear-Off) C-1 Mechanically Attached Insulation,Bonded Roof Cover 65 6E Gypsum Reroof(Tear-Off) F •• oi4Dn4nswIaterLBo%deijRoqjover 65 7A Various Recover A-1 • Bon epi s0atspn,*Bord4P Roof Cover 66-73 s 78 _ _ Wood or Steel Recover _ _ C-2 • P t4B�d fd Ot o Cb er • 74 7C Steel Recover D-1 rr Insulae ,MLlycharllcaliy At&ched Roof Cover 75 71) Various Recover F Non-Insulated,Bonded Roof Cover 75 • ••• ••• ••• • • • • • • • • • • • • Exterior Research and Design,I.I.C.d/b/a Trinity)ERD ••• i• 0.0 :• : ••• Evaluation Report 01506.12.13-1-R8 for FL16730-117 Certificate of Authorization#9503 Revision 8:10/26/2015 Prepared by: Robert Nleminen,PE-59166 Appendix 1,Page 1 of 75 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TRNI> ,ERD The following notes apply to the systems outlined herein: 1. The evaluation herein pertains to above-deck roof components;deck-attachment details pertain to'as-tested'conditions under TAS 114,Appendix J. Roof decks shall be in accordance with FBC(HVHZ)requirements to the satisfaction of the AHJ. 2. Unless otherwise noted,fasteners and stress plates for insulation or base sheet attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: Wood Deck: Drill-Tec#12 Fastener or Drill-Tec#14 Fastener with Drill-Tec 3"Standard Steel Plate,Drill-Tec 3"Steel Plate,Drill-Tec 3 in.Ribbed Galvalume Plate(Flat)or Drill-Tec AccuTrac Flat Bottom Plate or Drill-Tec AccuTrac Recessed Plate (insulation only), Drill-Tec ASAP 3S or Drill-Tec Heavy Duty ASAP 3S. Min. 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. Steel Deck: Drill-Tec#12 Fastener,Drill-Tec#14 Fastener or Drill-Tec XHD Fastener with Drill-Tec 3"Standard Steel Plate,Drill-Tec 3"Steel Plate,Drill-Tec 3 in.Ribbed Galvalume Plate(Flat)or Drill-Tec AccuTrac Flat Bottom Plate or Drill-Tec AccuTrac Recessed Plate(insulation only). Minimum 0.75-inch steel penetration,engage the top flute of the steel deck. Concrete Deck: Drill-Tec#14 Fastener or Drill-Tec CD-10 with Drill-Tec 3"Standard Steel Plate,Drill-Tec 3"Steel Plate,Drill-Tec 3 in.Ribbed Galvalume.Plate(Flat)or Drill-Tpc AccuTrac Flat Bottom Plate or Drill-Tec AccuTrac Recessed Plate(insulation only)or Drill-Tec Heavy'Duty ASAP.3S.Minimum 1.25-inch embedment._ Fasteners installed with a pilot hole•in accordance with the fastener manufacturer's published installation instructions. 3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,gypsum-based roof.board or.mineral.wool roof board that meets the QA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC(HVHZ)1516 and,for foam plastic,FBC Chapter 26,when installed with the roof cover_ Refer to GAF published installation instructions for details and requirements regarding the use of FBC HVHZ approved polystyrene insulation in EverGuard®roofing systems: insulation: High Traffic Applications: Recover Applications: ➢ FBC HVHZ approved Expaned polystyrene (EPS) meeting or ➢ FBC HVHZ approved Extruded polystyrene (XPS) meeting or ➢ FBC HVHZ approved XPS Fan-Fold Recover Board with plastic exceeding TAS 110 and ASTM C578,Type IX,nominal 1.8 Ib/ft2 exceeding TAS 110 and ASTM C578,Type IV, minimum 1-inch facer meeting or exceeding TAS 110 and ASTM C578,Type IV, density and minimum 25 psi compressive strength. thick and minimum 25 psi compressive strength. 3/8-inch thick and minimum 25 psi compressive strength. ➢ FBC HVHZ approved Expanded polystyrene (EPS) with plastic ➢ FBC HVHZ approved Expanded polystyrene (EPS) with plastic ➢ FBC HVHZ approved EPS Recover Board meeting or exceeding facer meeting or exceeding TAS 110 and ASTM C578,Type IX, facer meeting or exceeding TAS 110 and ASTM C578,Type IX, TAS 110 and ASTM C578,Type IX,1/2-inch thick and minimum 25 nominal 1.8 Ib/ft2 density and minimum 25 psi compressive minimum 1-inch thick and minimum 25 psi compressive strength. psi compressive strength. strength. ➢ FBC HVHZ approved EPS Recover Board with plastic facer meeting or exceeding TAS 110 and ASTM C578,Type IX,1/2-inch thick and minimum 25 psi compressive strength. TOPCOAT® FireOutl Fire Barrier Coating, VersaShield® Fire-Resistant Roof Deck Protection or VersaShield® Solo'°° Fire-Resistant Slip Sheet, installed in accordance with GAF published installation instructions and fire resistance certification listings,may be used as a non-load-bearing,fire-barrier/slip-sheet component within any system outlined herein. 4. If mechanical attachment to the structural deck through lightweight insulating concrete is proposed,field withdrawal resistance testing shall be performed to confirm equivalent or determine enhanced fastening patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117 and/or RAS 137. Calculations shall be prepared,signed and sealed by a qualified design professional. 5. Preliminary insulation attachment for System Type C-2 and D=Minimum four fasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board. 6. Unless otherwise noted,insulation adhesive application rates are as follows.I*bbhpr Lead width is at:the tone of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions. 00• •• 0 • • • 9 0• • Hot Asphalt(HA): Full mopping,25-30 IVOitiva req •• i • • • • 9 LRF Adhesive M(LRF-M): Continuous 0.75 to 1-inch wide ribbons,11-inch dc.*• OlyBond Adhesive Fastener(Classic): Full coverage,1 gal/square. v OlyBond 500(OB500): Continuous 0.75 to 1oinelvwide rlbbpn*,a-inc)Lo.c. using PaceCart or SpotShot. Note:OlyBond Classic or OlyBond 500 Green may be used where OlyBond 500 k referer;Q&00 • • • • • • • • • • • Exterior Research and Design,I.I.C.d/b/a Trinity I ERD 000 •• ••• i• • 000 Evaluation Report 01506.12.13-1-R8 for FI16730-117 Certificate of Authorization 49503 Revision 8:10/26/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 75 ••• • • • • ••• • • • • .• ••• • • •• •• i • • ••000 0 •••• 000 0 • • • RN LL Y i ERS 9 GAF 2-Part Roofing Adhesive(GAF 2-Part): Continuous 2.5 to 3.5-Inch ribbons,12-inch o.c. Note: When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,adhesive ribbons shall be staggered from layer-to-layer a distance of one-half the ribbon spacing. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted,all Insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure(MDP)limitations. In no case shall these values be used to`increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system In the tables,then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed In the table. 9 Hot Asphalt(HA): MDP= -240.0 psf (Min.0.5-inch thick) LRF Adhesive M(I.RF=M): MDP= -232.5 psf (Min.0.5-inch thick EnergyGuard Polyiso Insulation,EnergyGuard Ultra) ➢ OlyBond 500(OB500): MDP= -315.0 psf (Min.0.5-inch thick EnergyGuard RH or RN) 9 OlyBond 500(OB500): MDP= -487.5 psf (Min.0.5-inch thick EnergyGuard RA) OlyBond 500(OB500): MDP= -292.5 psf (Min.0.5-inch thick EnergyGuard Polyiso Insulation,EnergyGuard Ultra) 9 GAF 2-Part Roofing Adhesive(GAF 2-Part): MDP -117.5 psf (Min.1.0-inch thick) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be Increased, as calculated in compliance with Roofing Application Standard RAS 117 and/or RAS 137 by a qualified design professional. *This extrapolation Is not permitted for systems marked with an asterisk`. 10. For assemblies marked with an asterisk*,the maximum design pressure (MDP) limitation listed shall be applicable to all roof pressure zones (i.e.,field, perimeters and corners). Neither rational analysis,nor extrapolation is permitted for enhanced attachment at enhanced pressure zones(i.e.,perimeters,corners and extended corners). 11. Fastener spacing for mechanical attachment is based on a minimum fastener resistance value in conjunction with the maximum design pressure(MDP)listed for 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 qualified design professional-may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standard TAS 105 and calculations in compliance with Roofing Application Standard RAS 117 or RAS 137. 12. For bonded insulation or membrane over existing substrates in a recover installation,the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in accordance with TAS 124. 13. For System Type D,steel deck applications,the roof membrane shall be run with its length perpendicular to the steel deck flutes. 14. For recover installations,the existing roof shall be examined in accordance with FBC 1521. For Recover Applications using System Type C-2 or or any System Type D,the insulation is optional. Alternatively,a separator board may be installed prior to roof cover installation when using System Type C-2 or any System Type D or a separator sheet may be Installed prior to roof cover installation when using any System Type D. The separator component shall be documented as meeting FBC(HVHZ)1516 and,for foam plastic,FBC Chapter 26,when installed with the roof cover in Recover applications. 9 Separator Board Options for Recover System Type C-2 or System Type D: Min.0.5-inch EnergyGuard Min.0.5-inch EnergyGuard Polyiso Insulation, EnergyGuard RA, EnergyGuard RN, EnergyGuard Ultra, Structodeck High Density Fiberboard Roof Insulation, EnergyGuard RH HD Polyiso Insulation, EnergyGuard HD Polyiso Insulation or EnergyGuard HD Plus Polyiso Insulation,or min.0.25-inch Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof Board. Separator Sheet Options for Recover System Type D: EverGuard Polymat%p&sfiortLayer(8.ziyd�)or.EverGuard Polymat Cushioning Layer(6 oz/yd2). 15. For systems where specific lightweight insulating concrete(LWIC)Is referenced,ref%r2o:8iterjt I,j+Vlg::odU¢t Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWIC is not referenced,the minimum design mix&Nail bs.9D %i; 0.0 j j ..- 16. •-16. Side laps for EverGuard Freedom TPO with RapidSeam Technology are self-adhering. Side laps for EverGuard Freedom TPO HW are heat welded. Unless otherwise noted, reference to EverGuard Freedom TPO in this Appendix relates to either method. Exterior Research and Design,LLC.d/b/a Trinity l ERD ••• 0 •• • •e• Evaluation Report 01506.12.13-1-R8 for FL16730-117 Certificate of Authorization#9503 Prepared by: Robert Nieminen,PE-59166 Revision ,Page 3 of 75 Appendix 1,Page 3 of 75 ••• • • • • •• •• TRINITYER® TABLE 1E:WOOD DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE D-1: MECHANICALLY ATTACHED ROOF COVER System Deck Insulation Roof Cover MDP(psf) No. (See Note 1) Type Attach Membrane Fasteners Attachment Min. inch (Optional)One or Drill-Tec#14 Fastener Fastened 6-inch o.c.within 5.5-inch wide laps 1 W-34. commoonn nails plywood or wood plank;24'spans;8d Prelim. EverGuard 6'o.c. more layers,any attached TPO with Drill-Tec 2 in.Double spaced 114.5-inch o.c.and sealed with a 1.75-inch -45.0 combination Barbed XHD Plates heat weld. Min.19/32-inch plywood or wood plank;24"spans;8d (Optional)One or Prelim. EverGuard Drill-Tec#14 Fastener Fastened 6-Inch o.c within 5-inch wide laps spaced W-35. more layers,any common nails 6"o.c. attached TPO with Drill-Tec55-Inch o.c.and sealed with a 1.75-inch heat weld. combination Barbed XHDPlates 2 in.Double 52.5 HD TABLE 1F:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE D-2: INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck Insulation Layer(s) Base or Anchor Sheet Roof Cover MDP(psf) No. (See Note 1) Type Attach Base Fasteners Attach Min.19/32-inch plywood;24'spans; One or more layers, GAF StormSafe Anchor Drill-Tec#14 Fastener with Drill- 18-inch o.c.at min.4-inch lap EverGuard Freedom W-36. 8d ring shank nails,6"o.c.at edges any combination Loose-laid Sheet(Max.48-inch Tec 3"Steel Plate or Drill-Tec 3 and 18-inch o.c.at two,equally TPO/self adhered -45.0 and 6"o.c.at intermediate supports wide) in.Ribbed Galvalume Plate(Flat) spaced,staggered center rows Min.19/32-inch plywood;24"spans; One or more layers, GAF StormSafe Anchor Drill-Tec#14 Fastener with Drill- 8-inch o.c.at min.4-Inch lap and EverGuard Freedom W-37. 8d ring shank nails,6"o.c.at edges any combination Loose-laid Sheet(Max.48-inch Tec 3 in.Ribbed Galvalume Plate 8-inch o.c.at two,equally TPO/self adhered 60.0 and 6"o.c.at intermediate supports wide) (Flat) spaced,staggered center rows •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• • • • • • • +09 • • ••• • • • •• • • • Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report 01506.12.13-1-R8 for FL16730-117 Certificate of Authorization#9503 ••• • • • • ••• • • Revision 8:10/26/2015 Prepared by: Robert Nieminen,PE-59166 . • Appendix 1,Page 12 of 75 • •• •• • • • •• •• ••• • • • ••• • • 2/2612016TGFU.R1306-Roofing Systems #1121 Bonding Adhesive" or"EverGuard@ TPO 3l iSquare Low VOC Bonding Adhesive 1168" or"EverGuard@ TPO 3 Square Low VO Bonding:adhesive" applied at a rate of 60 ft. /g Incline: 1/2 5. Deck: NC TM " GuadTm RA" or"EnergyGuardT"' RN" or TM° � Guard"" Ultra" or"EnergyGuard RF" or Energy insulation:—"EnergyGuard or"Energy Guard'" RH" or"EnergyGuard" RM", any thickness, any combination. TM Cover Board(Optional):— 'h-in. thick"EnergyGuardT" HD" or 1/2-1n.thick"EnergyGuard HD Plus", mechanically fastened. -mil to l, fully adhered Membrane:—"EverGuard@ TPO 45-m"Eve11 to 6o-mll or rGuard@ TPO 3 SquareELow VOC Bondi g AAdhesverGuard Extreme@ siive 01168" or6EveirGuad@ TPO 3 Squarewith LowVOC #1121 Bonding Adhesive or Eve Bonding Adhesive" applied at a rate of 60-ft 2/gal. Class C-Fully Adhered Incline: 1/2 1. Deck: NC T " " GuardT"' RN" or"EnergyGuardTT° RH" or "Eneeg Gua dT "Energy Guard'" or"EnergyGuard"" Ultra" or"EnergyGuard RA or Energy °EnergyGuardT"' RF" or"EnergyGuardT"" RM" or wood fiber or glass fiber or perlite, any t GuardT"" HD Plus", mechanically fastened. h Cover Board(Optional):— ' -In.thick"EnergyGuard•`"' HD" or 1/2-In.thick"Energyly adhered with Membrane:—"EverGuard@ TPO" 45-mil to 60-mil or"EverGuard Extreme@ T0 01 mil tor6EveirGuard@ TPO 3 SquareELow VOC #1121 Bonding Adhesive" or"EverGuard@ TPO 3 Square Low VOC BondingAdhesive Bonding Adhesive" applied at a rate of 60-ft.2/gal. incline: Unlimited 2. Deck: C-15/32 Base Sheet:—One ply"VersaShield@ Fire-Resistant Roof Deck Protection", mechanically fastened. Membrane:—"EverGuard@ TPO" 45-mil to 80_mall or"EverGuard or°EVextreme@ TPO d@ TPO FB Ultre't45 m11 to So-mil or"EverGuard Extreme@ #1121 Bonding Adhesive", applied at a rate of 1 g / applied at a rate of 120-ft.z/gal. or TPO FB Ultra" 50-mil to 80-mil,fully adhered with"EverGuard@ WB 181 Bonding Adhesive", app "EverGuard@ TPO 3 Square Low VOC Bonding Adhesive 1168s or"EverGuard@ TPO 3 Square Low VOC Bonding Adhesive" applied at 60-ft.2/gal. "EverGuard@ Freedom TPO 45-mil Osseo. Incline: 1/4 • • • ��+ •••++• 3. Deck: NC GuardT"" or"EnergyGuard"" Ultra" or"EnergyGuardT"' RA" or"EneW uarll RN:o� r9yGuardT;• (optional): "Energy '"+'+ Insulation(Op )'— "., + anlcall fa ened. RH" or"EnergyGuardT" RF" or" RM' or wood fiber or glass fiber or PeGuard any Plus"",Ti1�th Y Cover Board(Optional):—'h-1n.thick"EnergyGuard"" HD or'A-In.thick Energy Membrane: ( "bion l): TPO" 45-mil to 80-mil or"EverGuard Extreme@ TPO" 50-mil to 80-mil+fitilyradheredswith�CverGu•d®::: *00 Low bra e: Bonding Adhesive", applied at a rate of 120-ft.2/gal. or"EverGuard@ TPO 3 Square Lo sAtAl•BondirVAd'herive I1a8:or VOCdgesiHe�—ai7pii�d'at 0--ft-At • • • 00900 "EverGuard@ TPO 3 Square Low VOC 9-A •s e s + sees•• ••• s SINGLE pLY MEMBRANE ROOFING SYSTEMS(7p0 � � •\ s • • • • Soso&s • Class A-Mechanically Fastened •*sees s + s :see.:• e•e •sees• Inclin + • 1. Deck: NC Barrier Board(Optional):— One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" o"SECUROCK@ Roof Board" or Roofboard"or"DensDeck@ DuraGuardT"" Roofboard", minimum SGMRX)thmin�imumn'/4-in.thick.ited States TM " " GuardT" RN"or (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type Energy Guard" RF" or"EnergyGuard RA or Energy Insulation:— "EnergyGuardT"" or"Energy Guard' anically fastened. RH" or"EnergyGuard"" RM" or wood fiber or glass fiber or periite, any Guard""nHD plus", mechanically mechanically fastened. Cover Board(Optional):— 'h-in.thick"EnergyGuardT"' HD or h-in. thick Energy Membrane:—"EverGuard@ TPO" 45-mil to 80-mil or"EverGuard Extreme@ TPO" 50-mil to 80-mil, mechanically fastened. Incline: 21h 2. Deck: NC Minimum 'ied, thick gypsum board or'/4-in. thick Georgia-Pacific Gypsum LLC"DensDeck@ Ynsulation(Optional,see note):—Any UL Classified, any thickness. Barrier Board(Optional,see note):— -in. thick nited um e SGMRX). Roofboard" or"DensDeck@ Prime Roofboard""oor SECUROC@K@ Glass-Mat Roof Bo 50 mTl Po 60ofboard" or umil',4mechanic lly fastened. s yps Co. "SECUROCK@ Roof Board" (Type FRX-G) Membrane:— "EverGuard@ TPO" 45-mil to 60-mil or"EverGuard Extreme @ TPO Note:—A Barrier Board is required when Insulation is present. 3. Deleted. Incline: 1/2 4. Deck: NC Barrier Board(Optional):— One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@ Prime States Roofboard" or"DensDeck@ DuraGuardT"' Roofboard", minimum e SGMRX)thick, or minimum n'/a-an. thick.Gypsum Co. "SECUROCK@ Roof Board (Type FRX-G) or"SECUROCK® Glass-Mat Roof Board" (Type TM " " Guard"" RF" "EnergyGuardT" Ultra" or"EnergyGuard insulation(Optional):—"EnergyGuard""" or"EnergyGuard" RA or Energy Guard"" HD Plus", mechanically fastened. RN" or"EnergyGuard"" RW or"EnergyGuard"" RM" or wood fiber or glass fiber or perlite, any thickness, mechanically fastened. Cover Board(Optional):— 'h-in. thick"EnergyGuard"" H11 or 1/2-In. thick 'Energy Membrane:—"EverGuard@ TPO FB Ultra" 45-mil to 80-mil or"EverGuard Extreme@ TPO FB Ultra" 50-mil to SO-mil, mechanically fastened. Incline: 1J2 5. Deck: C-15/32 " r%nrne'rrol FirPOutT"' Fire Barrier Coating" or"FireOutT"' Fire Barrier Coating", applied at a rate of 1-gal./S00-ft. . _ - .. Rnbiid=1074351933&cf... 371 2/26/2016 TGFU.R1306-Roofing Systems 19. ick: Cr15/32Incline: 21h Slip Sheet:—One or more plies"VersaShield@ SoloT' Fire Resistant Slipsheet" mechanically fastened. Membrane:—45 to 60 mil "EverGuard@ TPO" or"EverGuard@ Extreme@ TPO" mechanically attached. 20. Deck: C-15/32 Incline: 3/4 Slip Sheet:—One or more plies"VersaShleld@ SoloT Fire Resistant Slipsheet" mechanically fastened. Membrane:—80-mil "EverGuard@ TPO" or"EverGuard@ Extreme@ TPO", mechanically attached. 21. Deck: C-15/32 Incline: Unlimited, See Note 1 Slip Sheet:— One or more plies"VersaShield@ Solo•" Fire Resistant Slipsheet" mechanically fastened. Membrane:—Any UL Certified GAF or Duro-Last Inc. TPO mechanically fastened Note 1: Certification and maximum incline will be the same as that of the Certified GAF or Duro-Last Inc. Roofing System (TGFU) currently limited to noncombustible roof deck.This listing is only for use with GAF or Duro-Last Inc. TPO membranes. Class B-Mechanically Fastened 1. Deck: NC Incline: Unlimited Membrane:—"EverGuard@ TPO"45-mil to 60-mil or"EverGuard Extreme@ TPO" 50-mil to 60-mil, mechanically fastened. 2. Deck: C-15/32 Incline: 1/2 Slip Sheet:— One or more plies of Atlas Roofing Corp. "FR-50", mechanically fastened. Membrane:—"EverGuard@ TPO" 45-mil to 80-mil or"EverGuard Extreme@ TPO" 50-mil to 80-mil, mechanically fastened. 3. Deleted. 0000 4. Deck: C-15/32 Incline: 1/2 i ••• see• •••••• •• • •99• • • Slip Sheet.—One or more plies Atlas Roofing Corp. "FR-10", mechanically fastened. ••0000 90:9 0000;, Membrane:—"EverGuard@ TPO" 45-mil to 80-mil or"EverGuard Extreme@ TPO" 50-mil to 80-mil,orWhgically fastened. 0000 0000•• S. Deck: C-15/32 Incline: 3 •••••• ::090:0 6••6 i s g • *eggs Primer:— "TOPCOAT@ FireOutT" Fire Barrier Coating" or"FireOutim Fire Barrier Coating",applied at0a:ajg6pf 1-gaQ.jl00tgt.2. •9:0.4 Membrane:—"EverGuard@ TPO" 45-mil to 80-mil or"EverGuard Extreme@ TPO" 50-mil to 80-mil,efietitanically fastened. 000000 00..90 g • • • • • 6. Deck: C-15/32 Incline: 1/2 • • • • e••g 4 • g ••6499• Slip Sheet:— One ply"VersaShleld@ Solo' Fire Resistant Slipsheet", mechanically fastened. •0 0 9 a :0000: Membrane:—"EverGuard@ TPO" 45-mil to 80-mil or"EverGuard Extreme@ TPO" 50-mil to 80-mil, mechanicallyTIstn4l. • • •• 7. Deck: C-15/32 Incline: 2 Insulation:— Polystyrene or EPS or beadboard, any thickness, mechanically fastened. Slip Sheet:— One or more plies"VersaShield@ SoloT" Fire Resistant Slipsheet", mechanically fastened. Membrane:—Any UL Classified (membrane must be currently Classified for use over the insulation used. Actual Incline is determined by the existing membrane/insulation Classification, but cannot exceed 2:12), mechanically fastened. MAINTENANCE AND REPAIR SYSTEMS(PVC) Class A 1. Deck: NC Incline: 1/2 Existing Roof System:—Insulated or noninsulated cap sheet, smooth or gravel surfaced(loose gravel may be removed). Barrier Board(Optional):— Minimum lh-In. thick plywood. Insulation/Slip Sheet:—One of the following insulations or insulation/slip sheet combinations: a. Perlite, any thickness/(optional) One ply Atlas Roofing Corp. "FR-10". b. "EnergyGuardT'"" or"EnergyGuardTTM Ultra" or"EnergyGuardT RA" or"EnergyGuardT" RN" or"EnergyGuardT RH" or"EnergyGuardT'" RF" or"EnergyGuardT'" RM", any thickness/One ply Atlas Roofing Corp. "FR-10". c. Dow Chemical "Styrofoam SM", any thickness/One ply Atlas Roofing Corp. "FR-10". d. BASF EPS(uniform or tapered), any thickness, covered with perlite(3/4-in. min) / (optional) One ply Atlas Roofing Corp. "FR-10". e. ARCO Chemical "ARCOR MB" or"ARCOR FM-1", 1.6-in. minimum. Membrane:—"EverGuard@ PVC XK" or"EverGuard@ PVC Smooth" 50 to 80-mil, mechanically fastened. 2. Deck: NC Incline: 1 Existing Roof System:—Insulated or non-insulated cap, sheet smooth or gravel surfaced(loose gravel may be removed). Barrier Board(Optional):— Minimum 1h-in. thick plywood or Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@