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RF-15-2691 Inspection Worksheet ` Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-253642 Permit Number: RF-10-15-2691 Inspection Date: March 01, 2016 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: MILVERTON, DAMIAN &SYLVIE Work Classification: Tile/Flat Job Address:30 NE 104 Street Miami Shores, FL 33138-2027 Phone Number Parcel Number 1121360130900 Project: <NONE> Contractor: T&S ROOFING SYSTEMS INC. Phone: 305/265-2654 Building Department Comments RE ROOF TILE & FLAT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-246307. Roof OK Missing renailing affidavit Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 March 01,2016 Page 1 of 1 .5 , Miami Shores Village Building Department 10050 N.E.2nd Avenue Wfaml Shores, Florida 33138 R[7 Tel: (305)795.2204 Fax: (305)756.8972 RE: Permit# - �� 6 c, DATE: ,-_.,(2 M INSPECTION AFFIDAVIT licensed as a( Contractor Engineer/Architect, (Print name and ck%Uww Type) FS 468 Building Inspector �l�// 1 License#: G" /3� On or about —� I did personally inspect the roof deck nailing pab&tare work at (Compete Job Sge Address) Based upon that examination 1 have determined the Installation was done according to the Hurricane Mitigation Retrofit Manual(Bas 55 44 F.S) Signature State of Florida County of Dade: The undersigned,being the first duly swam,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this_ day of v Notary Public,Sate of Florida at LargeOrnElse Abriz CMW dm#Ff087913 Dom AX 30,2018 Wr WAARONN ARtl M 'Gerd,8u>ldi g,Res<derft or Rodng Gmhom cr arty individual oediRed uraier 468 F.S.b make such an kopec8m lndrrde phoEographs d each phm of Bre n01wHh permit#and address#dearly sh m ffarbd an the deck hrr eaM kepecUm V �(7mn mq,run'1rWM f - a 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 181 Avenue Fort Lauderdale, FL 33334 Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: T&S Roofing, Inc Test Date: 02/25/2016 Permit# RF-10-15-2691 Property Address: Milverton Residence 30 NE 100 Street, Miami Shores, FI Roof Pitch: Type of Tile: Roof Area: 3 in 12 Eagle Roof Tile 60.00 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: 25.00 sq 25 As per FBC 2014 Passed Field Area: 35.00 sq 35 As per FBC 2014 Passed No.of Corner 12 12 As per FBC 2014 Passed Ridge Areas: 290 pcs. 25 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. Cordial) , AC62 n i ring Inc. (NOA 09-1005.01) cevedo, PE Fla. eg. No: 36466 1 - � ACSZ - Inca�g F 5230 NE eA Fact Flosida33334 (95.4)24S4W)6 Fac{954)3017716 ' -� T r r IT TI f T T r o- 5-2 ► 1: 0 s qr Miami Shores Village Permit 7)% Roof- g� 10050 N.E.2nd Avenue NE "CfSsifieatfori:'t 1le/F1at £ • Miami Shores,FL 33138-0000 `-' rintt"Status:APPROVED Phone: (305)795-2204 FRS 14 016 Expiration: 07/17/201 Project Address Parcel Number Applicant 30 NE 104 Street 1121360130900 Miami Shores, FL 33138-2027 Block: Lot: DAMIAN&SYLVIE MILVERTON Owner Information Address Phone Cell DAMIAN&SYLVIE MILVERTON 30 NE 104 Street (443)570-0304 MIAMI SHORES FL 33138- 30 NE 104 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 41,000.00 Valuation: T&S ROOFING SYSTEMS INC. 305/265-2654 _. _..........._ Total Sq Feet: 7400 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF TILE&FLAT Inspection Type: Classification:Residential Up Lift Report Scanning:8 Tin Cap Final Roof Tile In Progress Review Roof Roof in Progress Renailing Affidavit Review Roof Review Roof Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-10-15-67514 CCF $24.60 01/19/2016 Credit Card $ 1,027.36 $0.00 DBPR Fee $6.38 DCA Fee $6.38 Bond*2963 Education Surcharge $8.20 Permit Fee-New Roof $425.00 Scanning Fee $24.00 Technology Fee $32.80 Total: $1,027.36 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for al work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANIC L,W DOWS,DOORS,ROOFING and SWIMMING POOL work. I OWNERS AFFIDAVIT: I certify at all t e foregoin i form ion is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futh ore,I a thorize the ove-n ed contra or to do the work stated. January 19, 2016 Authorized Signature:Ow / Applican / Cont r or / Agent Date Building Department Cop January 19,2016 1 T � Miami Shores Village Building Department OCT 2 2 2015 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 P ; INSPECTION LINE PHONE NUMBER:(305)762-4949 ___ - FBC 20tq sou BUILDING Master Permit No. Q 21t, PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: N SA City: Miami Shores County: Miami Dade Zip: V 1 Folio/Parcel#: A _ 0 173 — 6100 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: /J Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): �4m�CA'A 6\,A Phone#: Address: � r_ m ';� p City: I State: Zip: 9� Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: e Phone#: Address: f City: )U1VVN i State: Zip: Qualifier Name: 1A Phone#: State Certification or Registration#: i�_4,S�7 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: r City: ' State: Zip: Value of Work for this Permit:$ 1 I Square/Linear Footage of Work: ®61 Type of Work: ❑ Addition ❑ Alteration ❑ New Rfepair/Replace ❑ Demolition Description of Work: T1 le 1• Specify color of color thru tile: Submittal Fee$ Permit Fee$ '(-?_5 C') CCF$c�k4 • 60 CO/CC$ Scanning Fee$ 4 a� Radon Fee$ DBPR$ ° 3kNotary$ Technology Fee$ �� �� _Training/Education Fee$ u ° "2' C Double Fee$ '� Structural Reviews$ Bond$ `-;rte,w TOTAL FEE NOW DUE$ :;ac (Revised02/24/2014) G 0a--) 9 a Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sign Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of CC 20 1�5 by _day of (�7T C �::L 20 1-y by U1 who is personally known to �( � ,' who is personally known to me or who has produ ed as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: L �` Sign:, Print: Print: Seal: ;=� ,c RAFAELAMORETTI Seal' ,eQ1 " ;c- RAFAELAMORETTI MY COMMISSION t FF 127227 MY COMMISSION p FF 127227 ro• EXPIRES:May 28,2018 b; EXPIRES:May 28,2018 ''qF 1,4•° Bonded Theu Notary Public UnderwritersJBondi!Thru Notary Public Underwriters Cu APPROVED BY qn IL � Plans Examiner Zoning Structural Review Cleric (Revised02/24/2014) ans3nz Local Business Tax Receipt Miami-Dade County, State of Florida -THIS IS NOTA BILL - DC NOT PAY 6026090 LBT BUSINESS NAMEILOCATIOitt RECEIPT Nlo4 CAPITOL HILL INVESTMENTS LLC RENEWAL SEPTEMBER 1 MUNICIPALITIES LOC 503639 Must be displayed at place of kUtsirresw i COMMERCIAL LESSORS FL 33888 Pursuant to County Code =Ii Chapter BA-Art.9&10 I OWNER, SEC.TYPE OF BUSINESS PAYMENT RECEIVED CAPITOL HILL INVESTMENTS LLC 192 COMMERCLANDUST DFFiC;E SPACE IV TAX COLLECTOR t Aggregate sq.i't.676 $75.00 07/08/2015 CREDI TCARD--15-034514 This Local Business Tax Receipt only confirms payment of the Local Business Tax.Tito Receipt is flat a license, permlf,arm oortificali m of the holder's qualification.to do business.Holder must comply with any governmental Of nou#otrornmental regulatory laws and requirements which apply to the business, The RECEIPT NO,above must be displayed on all commercial vehicles-Miami-Dade Code Sec 8a-276. Fur more information,visit 911 tPjBo#idadQ noaltaxoailacfor 003913 Local Business Tax f Receipt Miami-Dade County, State of Florida -TRIS IS NOT A BILL - DO NOT PAY 5351283 LBT BUSINESS IVAME&OCATION RECEIPT NO. EXPIRES T&S ROOFING SYSTEMS INC RENEWAL SEPTEMBER1 1461 NW 23 ST 5588828 Must be displayed at place of business MIAMI FL 33142 Pursuant to County Code Chapter 8A-Art,9&10 OWNER SEC.TYPE OF BUSINESS T&S ROOFING SYSTEMS INC 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED CCC1326032 BY TAX COLLECTOR Worker(s) 1 $45.90 07/08/2015 GREDITCARD-15-034525 This Local Business Tax Receipt only confirms payment of the Lacol Business Tax.The Receipt is not a license, permit,are cerlificmion of the holder'squalifications.to do business.Holder must comply with any governmental or noegoven mental regulatory laws end,requirements which apply to the business. The RECEIPT NO.above must be displayed an all commercial vehicles-Mimei-Dada Code Sac ft-276. For mere information,visit uvww mfamidede govflaffiPnlu.ra�p M144 Local Business 'fax Receipt Miami-Dade County, State of Florida -THIS IS NOTA BILL - DO NOT PAY 6328962 LBT ✓ BUSINESS NAME&OCATION RECEIPT NO. EXPIRES T&S ROOFING SYSTEMS INC REEL SEPTEMBER 30, 2016 1461 Nib 23 ST Must be displayed at place of business MIAMI FL 33142 Pursuant to County Code Chapter BA-Art.9&10 OWNER SEC.TYPE OF BUSINESS T&S ROOFING SYSTEMS INC 186 GENERAL BUILDING CONTRACTOR PAYMENT DECEIVED f f f 1rit�SfiR BY TAX COLLECTOR 'P f7 (��- - ?"a 47/ Uniform Mitigation Verification Inspection Form MaintaW a way of this farm and gM dao tion 13_Tomiwith Ig' 'c Inspection Date:March Owner InformationOCT 2 2 Nis Owner Name: Damian Milverton ContactP Address: 30 NE 104th Streets Home Phone- City: Z' Work Phone: , a City: Miami Shores P� 3 County:Miami-dodo Cell Phone: 4�� <;F, Insurance Company: Policy#/: Year of Home: 1950 #of Stories' Orie Email: NOTE: Any documentation used In validating the compliance or existence of each construction or mitigation attribute must accompany this form. At least one photograph must accompany this form to validate each attribute marked in questions 3 though 7. The insurer may ask additional questions regarding the mitigated features)verified ed on this form. 1. Bufl g Code: Was the structure built in compliance with the Florida Building Code(FBC 2001 or later)OR for homes located in the HVHZ(Miami-Dade or Broward counties),South Florida Building Curie(SFBC-94)? ❑ A.Built in compliance with the FBC:Year Built . For homes built in 200212003 provide a permit application with a date after 3/1/2002:Building Permit Application Date trmmm mm ❑ B.For the HVHZ Only:Built in compliance with the SFBC-94:Year Built For homes built in 1994,1995,and 1996 provide a permit application with a date after 9/1/1994:Building Permit Application Date o m fury) I I [9 C.Unknown or does not meet the requirements of Answer"A"or"B" 2. hoof Covering:Select all roof covering types in use.Provide the permit application date OR FBC/MDC Product Approval number OR Year of Original Installation/Replacement OR indicate that no information was available to verify compliance for each roof covering identified. aorarar.,aaaa peraft APPONtIm FBC or MDC Year orQrlato.►lasbbdw or Provided for 21 Roof Coveria6 Types Date Prodad Approval N COMPI aeee ❑ r.Aeph W SWa& / ! ❑ M 2,CmwafaayTtW I I 1995 91 ❑s.MCW ❑ ❑4.Bull up ! / ❑ ®s.U=bono / 2008 ❑6.afar t ❑ ❑ A.All roof coverings listed above meet the FBC with a FBC or Miami-Dade Product Approval listing current at time of installation OR have a roofing permit application date on or after 3/l/02 OR the roof is original and built in 2004 or later. ® B.All roof coverings have a Miami-Dade Product Approval listing current at time of installation OR(for the HVHZ only)a roofing permit application after 9/l/1994 and before 3/1/2002 OR.the roof is original and built in 1997 or later. ❑ C.One or more roof coverings do not meet the requirements of Answer"A"or"B" ❑ D.No roof coverings meet the requirements of Answer"A"or"B". 3. Roof fth A chment:What is the.weakft form ofroof deck attachment? ❑ A.Plywood/Oriented strand board(OSB)roof sheathing attached to the roof tnrsshufter(spaced a maximum of 24"inches o.c.) by staples or 6d nails spaced at 6"along the edge and i2"in the field. -OR-Batten decking supporting wood shakes or wood shingles.-OR-Any system of screws,nails,adhesives,other deck fastening system or trusshafter spacing that has an equivalent mean uplift less than that required for Options B or C below. ❑ B. Plywood/OSB roof sheathing with a minim"%car i hof s/16"in=h attached to the rooftruss/rafter(spaced a maximum of 24"inches o.c.)by 8d common nails spaced apaximtgn e[j2�rips:n fhe field.-OR-Any system of screws,nails,adhesives, other deck fastening system or truss/rafter spactgg t1141Cftv0 q) arpequlvalent or greater resistance than 8d nails spaced a maximum of 12 inches in the field or has a ldeanllpiift feSist0cebflat list 103 psf. ® C. Plywood/OSB roof sheathing with a minimum thickness of 7/16"inch attached to the rooftrusslrafter(spaced a maximum of 241nches o.c.)by 8d common nails spat d4a maxiimum4of41-hisshes br»the4Ad.-OR-Dimensional lumber/Tongue&Groove decking with a minimum of 2 nails per board*(or d nail qw%oif a hoard is equal to or less than 6 inches in width).-OR- Any system rews,nails,adhesives,otic*des�fastc ng * c;tL rafter spacing that is shown to have an equivalent Inspectors Initials Property Address30 NE 1041b Street, Miami Shores FL 33138 ... . . . ... . . *This verification form Is valid for up to five(5)yZ.rs Prov&�i no ma&dl changes have been made to the structure. OIR-B1-1802(Rev.01/12)Adopted by.Rule 6!90-17f:01 a.o : : :.'.: Page I of 4 w �`- TF � - { rrs�►MF O C T 2 2 2015 "IJalitrrlug E.ecc/te»re Evcnj•l�iy" F. n ----- AZIAMI-RADE X --e- UU� - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. EM1.Aesthetics-workmanship: The workmanship provisions of Chapter IS(High Velocity Hurricane Zone)are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics(appearance)are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code,should be addressed as part of the agreement between the owner and the contractor. 2.Renailing wood decks: When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16(High Velocity Hurricane Zones)of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). EE13.Common roofs: Common roofs are those which have no visible delineation between neighboring units(i.e.townhouses,condominiums,etc.). In buildings with common roofs,the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4.Exposed ceilings: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance;therefore,roofing nail penetrations of the underside of the decking may not be acceptable.The owner provides the option of maintaining this appearance. 5.Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate)in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofmg system is removed. Ponding conditions should be corrected. 6.Overflow scuppers(wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers(wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code,Plumbing. Phterior 9.Ventilation: Most roof structures should have some ability to vent natural airflow through the of the structural assembly(the building itself). The existing amount of attic ventilation shall not be reduced. •• ••• • • • • • •• • . • Owner's/Agent's Signator . " 9atei �! / Contractor's Signature: •'• or ": 1'i y#d'frrilumber: Property Address: M- 1 r, ,�* *• r ••• • • • ••• • • �-V'��il i ALL FEDERAL • • • • • '__• • • � n IQNS 12:14 10/6/2015' Property Search Application-Miami-Dade County 4 �; -, .POFFF IE Summary Report Generated On:10/6/2015 Property Information , Folio: 11-2136-013-0900 a Property Address: 30 NE 104 ST DAMIAN S MILVERTON <, - Own®r SYLVIE F MILVERTON Mata Address 30 NE 104 ST MIAMI SHORES,FL 33138 l 4 ? Primary Zone 1000 SGL FAMILY-2101-2300 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY:1 UNIT Beds I Baths I Half 514/0 9 •' `E r Floors C3 1 Living Units 1m Actual Are 15,315 Sq.Ft •�,-�`� '° Living Area 13,857 Sq.Ft 932 2R +a is Adjusted Area 4,304 Sq.Ft Lot Size 15,375 Sq.Ft Taxable Value Information Year Built 1950 2015 2014 2013 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value1 $269,3941 $266,BWI $262,178 Land Value $2 $257,088 $145,848 School Board Building Value $379,441 $374,491 $379,355 Exemption Value 1 $25,000 $25,000 $25,000 XF Value $28,389 $28,442 Taxable Value 1 $294,3941 $291.8WI $287,178 Market Value $680,934 $659,968 $553,645 City Aseessed Value $319,394 $316,W01 $312,178 Exemption Value $50,W0 $50,000 $50,000 Taxable Value $M,&Wl $2W,Wj $262,178 Benefits information Regional Benefit Type 2015 2014 2013 Exemption Value $50,GWI $50,0001 $50,OW Save Our Homes Assessment $361,540 $343,108 $241,467 Taxable Value 1 $269.3941 $266,8Wl $262,178 Cap Reduction Homestead Exemption $25,000 $25,OW $25,000 Sales Information Second Homestead Exemption 1 $25,0001 $25,000 $25,000 Previous OR Book- Note:Not all benefits are applicable to all Taxable Values(i.e.County, owe PriceORQualification Description School Board.City,Regional). 04/29/2015 $850,000 29599- Qual by exam of deed • aW Short Legal Description ' '.; . . •; 19795- MIAMI SHORES SEC 5 PB 10-47 . . . : . ./2. . •. $0 3200 Qual by exam of deed W1/2 OF LOT 7&LOTS 8&9 07/01/2000 $198,000 19209- Qual on DOS,but significant phy change BLK 123 1625 1since time of transfer LOT SIZE 125.000 X 123 • ••• • • OR 19795-3200 05 2001 5 •e e ; • (001/19i $0 16310- 10676 Qual by exam of deed . . . . . • The Office of the Property Appraiser is continually editing and upda"the tax mg.Thi wahsite may rr t reflect the nest current Womation on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disdaimer and LWNrn%l aLhtt.DJ/NWW.miarMdade gov/lrftdWdaimer sp Version: • • • • • • • • • • • •• •• • • • •• •• Section A/B r 1 MIAMI- Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section A(General Information) Master Permit No: Process No: Contractor's Name: V AND S ROOFING Job Address: 30 NE 104 ST Roof Category ❑✓ Low Slope ❑ Mechanically Fastened Tile 0 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 0 No If yes,what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area(ft.2) 1400 Steep Sloped area(ft?) 6000 _I Total (ft.2) 7400 Section B(Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size(a'x a'): .. ... . . . . . .. • .. . • 0 0 0 . . ... .• •.• ••• • • i. *:0o . . . . ... • . . . • .t ... . .. .. goo . .. .. "0 NE 11 k1th St,Miami Shores, R-' 8-2027 September 15,2015 Total Line Lengths: Valleys = 126 ft Flashing = 4 ft Length Diagram Ridges= 84 It Rakes = 6 ft Step flashing = 17 ft Hips = 285 ft Eaves=409 ft 23 10 25 C%J LO +6 8 cr) C"! CM CM 11 +6 14 10 04 C13 E cli N S 30 40 w • Note:This diagram contains segment lengths(rounded to the nearest whole number)over 5 feet. In some cases,segment labels have been removed for readability. Plus signs preface some numbers to avoid confusion when rotated(e.g. +6 and+9). 0 0 00: **. 0:0 : so 0 : : : 00 *00 0 00 0 This document Is provided under License by Eagleliew Technologies to the requestorlor their Internal Use Only subject to the terms and conditions previously agreed to by the requestor when they registered for use of Eagle\new Technologies Services.It remains the property of Eagle\rtew Technologies and may be reproduced and distributed only Report: 12114610 Within the requestor's company.Any reproduction or distribution to anyone outside of the requesboes company without agleMew's prior written pennisslon is strictly FP. prohWl"All Wpects aril haidling of Tis report:re subject to the Terms and Conditlons previously agreed to by the requestor. T&S roofing Copyright @ 2008-20JI EjeV&-44 11., Nghts Reserved-Covered by U.S.Patent Nos. Page 4 t i - "MMI. - Rome'� Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Eveq Dayir Section D File Roof System Roof System Manufacturer: EAGLE ROOFING PRODUCTS -� Notice of Acceptance Number(NOA): 0 Z �a B h Minimum Design Wind Pressures,IF Applicable(From RAS 927 or Calculations): P 1.[EDP 2. 68.1 P 3• 100.7 Maximum Design Wind Pressures,(From the NOA Specific system): 31.3 psf p111 in the specific i oof assembly components,if a component is not required,insert not-applicable(n/a)in the text box. l Deck Type: -5/8"Plywood °t Optional insulation: Optional Nallable Substrate: Roof Slopa; .Y1z, Optional Nallable Substrate Attachment: Roof Mean Height: S ft. Basesheet Type: Method of Tile Attachment: #30 ASTM TYPE —Adhesive, 2 Small Paddy Polyfoam Polypro— Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: 11/4 RS NAILS 6"OC AND 12"FIELD Tile Undetlayment(Cap Sheet)Type: Drip Edge Size&Gauge:' —3"face 24 ga•— TILE SEAL Tile Underlayment Attachment Method: Drip Edge Material Type: --Galvinized Metal— SELF ADHERED .. ... . . . . . .. Drip Edge Fastener Type: 1 1/4 RS NAILS •• • YP • . . •'iJle Prefile: BEL AIR Hook Strip/Cleat gauge or weight: j—SeiecU-look Strip•_, .• • ••• t � • Section E I _ IANii•DADE Mlanil-Dade County HVFIZ Electronic Roof P'er'mit`ForuA M , "Deliverfrig1Freelleace Every DaV1 Section E(Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 12711 For Moment based file systems,use Method 1. Compare the values for Mr with the values from Mf.if the Mf values are greater than or equal to the Mr values,for each area of the roof,then the file attachment method Is acceptable. P 1:KI x x .278 = 10.86 -Mg; 7.71 _Mr1: 13.15 .531.3 NOA Mf P 2:K]XX .278 = 1$•93 -Mg; 7 71 =Mr2: 11.22 s 31.3 NOA Mf P 3:MX -Mg: 7.71 =Mr3: 20.28 S 31.3 NOA Mf Method 3"Uplift Based File Calculations Per RAS 127" For Uplift based file systems use Method 3.Compare the values for F with the values for Fr.If the F'valuds are greater than or equal to the Fr values,for each area of the roof,then the the attachment method is acceptable. xw:�= -W�=� xCos 0: Fri: 5NOA F1 P2:=x1: xw:�= -W�=� xCos 0:r7=Fr2:�S�NOA F P3:Mx1;M=171xw.�= -W�=� xCos 0:M=Fr3:�5�NOA F' Where to Obtain Information to complete the calculations Descripton Symbol Where to Find 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. IMean Roof Height l-1 Job Site . Roof Slope 9 Job site Aerodynamic Multiplier 'Product Approval(NOA) LRestoring Moment due to Gravity Mg Product Approval(NOA) AttachmentResistanceMf Product Approval(NOA) ' Required Moment Resistance Mr : ; '•; Calculated um MinimAttachment Resistance ; •�4 aF' ••• ••; ••; • oducf Approval(NOA) ..._...,.-N Required Uplift Resistance Fr i n�9 Calculated - - - - r Average Tile Weight - ��--" - g _W • • • •• •• •0 Frro4uct Approval(NOA) d1 int a.w�s . •====yam 71leDimensions 1=length ••: :' ••' •.' ••'w=width ProductApproval(NOA) .. - • •• •• • • • •• •• ••• • • • ••• • • I � 1 1 MIAMI-DADE COUNTY MIAM PRODUCT CONTROL SECTION VMS 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.Qoy/economy 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County 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: 3MTM 2-Component Foam Roof Tile Adhesive AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site gal tl q jequept of the Building Official. • • This NOA revises NOA 13-0502.02 and consists ofV*aaes:l G*t l r..• The submitted documentation was reviewed bq Al't~xTiMa.0 see Gas 0 *so • •• • . . .. NOA No.: 14-0805.01 Mu►rti•le eouNT�r ..; •• ;• Expiration Date: 05/10/17 Approval Date:09/04/14 .- :Page 1 of 11 • s • :so.: . . . . 1 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in 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 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack®30&100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Proper Test Results Density ASTM D 1622 1.61bs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Watcr Absorption ASTM D 2127 0.08 Lbs./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks see •o: +6.0%Volume Change @158°F., 100%Humidity,2 jejkl Closed Cell Content ASTM1i Zia : 46Z • •• ••• •• . • • .• Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subji ect to normal manufacturing variation. •. •.• ••• • •.• • • • . . . . . .. . . . . . . . . NOA No.: 14-0805.01 IMAMI•DADE COUNTY • •• • • • • • • •• ••• • • . . . Expiration Date: 05/10/17 Approval Date:09/04/14 ... . . . . ... . • Page 2 of 11 . . . . . . . . . . . .. .. . . . .. .. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/RenoDate 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 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3M"'2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile mamifactwes acquiring acceptance for the use of 3NC 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida AdministrativeC.ade, • . .. . . . . ... . •• ••• •• • • • •• . 00 . •• •0 •0 : NOA No.: 14-0805.01 M ODADECOUNTY • •• • • • • • • •• ••• • Expiration Date: 05/10/17 Approval Date:09/04/14 ... . . . . ... . . Page 3 of 11 • ... . . 000 ... . . INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive A1H- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance 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. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company.3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A"component and the"B"component shall be maintained between 1.0-1.15(A): 1.0 (B)• 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the Placement Details'herein. Each generic tile profile requires the specific placement noted herein. . .. . . . . ... . .. ... .. . . . .. • NOA No.: 14-0805.01 .. . . . . . . . . • •• u1MI�OAOE COUNTY •• Expiration Date: 05/10/17 M ••• • • ' • • Approval Date:09/04/14 •.. . • . • ... . . Page 4 of 11 j . . . . . . . . . . . .. .. . • . .. .. r � 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 file 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. MIAMI•DADE COUNTY BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . %: . .. ... .. . . . .. . ... ... ... . ... .. . . . . . . . . NOA No.: 14-0805.01 IA MMIMADE COUNTY ..: :' Gee '.' so* ,' Expiration Date: 05/10/17 Approval Date:09/04/14 ... . . . . ... . . Page 5 of 11 ... . . 0 see 0 0 ADHESIVE PLACEMENT DETAIL## I aismi�roagispisstkeemort Flat/Low Profile Tile 1. Starting at the eave course,apply a minimum 2" (50.8 nun)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. E4ttensapti�n"t YS �•dfi4-;t�'' __�-..�4u'� '`. 2. Continue in same manner.Insure approximately 17 (109.7 cm)—23 (148.4 cm)square inch adhesive --_ :.,__ti `'+ rx-,; j j;-'�•,,�- contact with the underside of the tile. Ewe CI•aure Nall through pfastarcement Medium Profile/ Double Pan Tile 4when requireM Nally'ie*"".ehrole] 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam X14 ' paddy onto the underlayment positioned as shown " "-. under the pan portion of the the closest to the overlock of the tile being set. 2h I a.�lWl 5 2. Continue in same manner.Insure approximately 17 Battsstsaptiaatal I r =r. �� `�• ``` ��"'i (109.7 cm)—23(148.4 cm)square inch adhesive contact with the underside of the tile. -'' Closure t�.ntoatrsa — r `� �"- —Fasda nIt�i� -•,� -eaar i�.h..ei�riles High Profile/Single Pan Tile tvAc6Pottf•nleyrr�irr+`' �4'+�`' '' ~-p+' ,' 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 e',21n.wide under the pan portion of the tile closest to the '�=` ;�__�.. ''•. _ overlock of the tile being set. •Y94dfld •'--,, y� -'i'• f 2. Continue in same manner.Insure approximately 17 ' flai (109.7 cm2)—23 (148.4 cm) square inch adhesive j •''j �'Q{•}i=ay`,�y ',,''---t''-,�r f�?�,bt��`$',:='�t j'' contact with the underside of the tile. !1 €W*cousa-_. n. 7' K i' r paacii ••i • • i • i ^n' •'^t''' ••IWPS••• •• • • • •• 1'A i�4.4 �Ie. ,_=`-,� -<'`. -= €3vr dost�re • ••• ••• ••• • ••• ••• % • •• •• i NOA No.:14-0805.01 Mie►Muaane Cout�rr •• ••• •.• •.• :• Expiration Date: 05/10/17 APPROVEDI Approval Date:09/04/14 Page 6 of 11 • • • • • • • • . . ••. • • • •.. . • ADHESIVE PLACEMENT DETAIL##2 ar•au ,u�r• �,;«m�,r pgddViRw..thN1oJ Flat/Low Profile Tile t�rEtisrt rr�uh•�Ib, .•' f"� a�d•rs�� ► �' "�4," ��, 1. Starting at the eave course,apply a minimum 2"(50.8 �:L yam'"'•��'�, mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy x onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set.Insure approximately 17 109.7 cm s `` .�- v —23 (148.4 cm2)square inch adhesive contact with the EAVOCOUM, - �. underside of the tile. 2. At the second course apply a minimum 2"(50.8mm) ti J+� A, frra e,�u, x 7 (177.8 mm)x 1 (25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm)- 12(77.4 cm2)square inch adhesive contact with the underside of the tile. N•ilthroupbpbsticcemero Medium Profile/Double Pan Tile When requiredl .'N\ __-�addyaa." rnYu•a 1. Starting at the eave course,apply a minimum 2"(50.8 '`'-^ •:*`'�— ( mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the >,, q pan portion of the the closest to the overlock of the 1 tile being set.Insure approximately 17(109.7 cm2)— �a"'`' �, _`^n 23 (148.4 cm2) square inch adhesive contact with the 4ti underside of the tile. 2. At the second course apply a minimum 2" 50.8mm x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the ' underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile 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. .. ..• • .jlnstauctians continued on next page) . .. . • . . ... . of doe 00 0 0 0 so . ..• to: ... . ..• •.. : . .' .' . : : : NOA No.:14-0805.01 MIAMI•Dy4DE COUMY • •• • • • • • • •• � r ••• . • . . Expiration Date: 05/10/17 C Approval Date:09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL##2 (CONTINUED) " `�° ` "• -� PSI 16�+n�whTt1•8 High Profile/Single Pan Tile o,; • , ;�f r� '~"' 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set.Insure approximately 17(109.7 cmz)— 21m. ' ,` ,,.� ._.� , �� 23 (148.4 cm)square inch adhesive contact with the al TKYsQRS optla •Pfo - F9 4 1`,t -' =-_� -+r,fd�� underside of the tile. 2. At the second course,apply a minimum 2 (50.8mm) EaaaCome Fa,cia x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the ~ � #*�'`w••pha• underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile ,tllr : oripQdgQ 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. •• ••• •• • • • •• • • • • • NOA No.: 14-0805.01 MIAMI•DADE COUNTY • • :•• :•• • :•: :• .OExpiration Date: 05/10/17 .. Approval Date:09/04/14 Page 8 of 11 • • • • • • • • • • t ' ADHESIVE PLACEMENT DETAIL#3 Mlltivough��ptasukcamem Raddjrd6etaeieertuesl {wh&r 1. On the eave course only,apply a minimum 2"(50.8 mop mm)x 10"(254 mm)x 1" (25.4 mm)foam paddy Pa lunaerme) onto the underlayment positioned as shown,under the strengthening rib for flat file or under the pan V oftaa i portion of the tile for low or high profile tile closest 4:4h ~`� �'•, to the overlock of the tile being set.Leave approximately 4"(10 1.6 mm)up from the eave Stpiapaddy - `''. �,y ,,-9 edge free of foam to prevent the expanded adhesive IaymeAt 2 hL + �R�``" from blocking the weep holes. Insure approximately 17-23 int(109.7-148.4 cm2)of adhesive contact with the underside of the tile eve Cksm 2. Apply a 4"(101.6 mm)x 4"(101.6 mm)x 1"(25.4 mm)foam paddy onto the underlayment just below Fiat/LotwProfileTlle the second course line positioned foam paddy under the strengthening rib for flat tile,or under the Manthrou0plasticeffinet Siegle paddy nrdertile pan portion of the tile,closest to the underlock for twhesrequiredl Paddy dbatwen dlesl the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm)of adhesive Battens Paddy lundertllel contact with the underside of the tile. optdonaB onottF '«a''•__ (Instructions continued on nextpage) 5 Paddy= IM toren. aln. Eave Closure Eare Course Fascia Nledlttm Pro®IeTile .. ... . . . . . .. . .. . . • . ... . .. ... .. . . . .. . ... ... ... . ... • NOA No.: 14-0805.01 MIAM 4=E COUNTY •• : Expiration Date: 05/10/17 ••• e • Approval Date:09/04/14 ... . • . . ..• . . Page 9 of 11 ... . • . ... . . t ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Nall ftono ptmRli 9epm'iIX wWer tffe d+h 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x3/4 ayaa1 (19 mm)paddy on top of the eave course tile PWdy(wdwWep surface as shown,on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile.Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive 2:4in. .� ` contact with the underside of the tile at the overlap and 7(45.2 cm2)-9(58.1 cmZ)square inch p of We adhesive adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Fane cmffse '```�,• _,, fasaa Wembele 10 in. 2 in. edP gdos Dr➢ ete High PmflleTite .. ..• . . • . • .• .. .••• ••• 000 • • • . .. . ••• ••• ••• • ••• • • • NOA No.:14-0805.01 MIAMi•�44DE eouNTY • • •• •• •% • Expiration Date: 05/10/17 Approval Date:09/04/14 ... . . . • ... . . Page 10 of 11 . . . . . . • . . . . .. .. . . . .. .. ... . . . ... . . i 1 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" T)ponce enough adhesive to achieve 65to 70 sq in. Steep pitch red) tions In contact with the pan tile. when required) (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam 2)Turn covarsupside down.Place adhesiveIn paddy onto the underlayment positioned as to t im from outside edge of corer tile. shown under two adjacent pan tiles.Support eave Then instafl the tile.Ensure 20 to 25sq.ln.contactarea. f^o tiles from rocking until adhesive has a chance to Underlayrnent ;' cure. y 2. Continue in same manner bringing two pan courses up toward the ridge.Insure „-A r approximately 65(419.4 cm)—70(451.6 cm2) square inch adhesive contact with the underside Sheathing of the pan rile. Eavedosur (motarshown) 3. Turn covers upside down exposing the underside Weephole Fascia Board of the tile.Apply a minimum 1”(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion oftheeave course covartile.Abuttosecond course of edge of each side of the cover tile.Leave panties.Ensure eave end ofpan and cam tiles are flush at eave 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. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20(129 cm2)-25(161.3 cm2)square inch contact area on each side of the cover tile to the pan tile. Continue in same manner.Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized, stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... . ... ' ' NOA No.: 14-0805.01 MAMFDADE COUNTY • • • s e• 0 e• • see :• Expiration Date: 05/10/17 Approval Date:09/04/14 Page 11 of 11 e.. a e.. . MIAMI-DADS COUNTY MIAMP PRODUCT CONTROL SECTION • 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eagle Roofing Products LLC 1575 East C.R.470 Sumterville,FL 33585 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:Bel Air,Bel Air Double Eagle,Ponderosa,Ponderosa Double Eagle,Golden Eagle Low Profile Concrete Tiles LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo, city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION 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. 00 INSPECTION:A copy of this entire NOA shall be prov$dc%4)te:utrtythe manufacturer or its distributors and shall be available for inspection at the job site at the fequast AA Ituild�g Official. •. .. .. .. This NOA revises NOA#12-0430.04 and consists of pages 1 through 10. The submitted documentation was reviewed by.0gspnt•J Rodriguez 9 :0: • .• . ♦ NOA No.:15-0223.18 ' .. ♦ •. �. MI I APPR E COUNTY' "' ' ' ' ' Expiration Date: 10/05/16 f ••• •.•�� • 4'l� Approval Date: 09/24/15 Page 1 of 10 • . . . 0 . • • %6 . ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete I. SCOPE: This approves a new roofing system using"Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2.PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Bel Air Concrete Tile L= 17" TAS 112 Flat profile concrete roof tile equipped with two W= 12 '/4" nail holes. For adhesive set,direct deck or Thickness=%2" battened nail-on applications. Bel Air Double Eagle L= 17" TAS 112 Flat profile concrete roof file equipped with two Concrete Tile W= 12 %4" nail holes. For adhesive set,direct deck or Thickness=%2" battened nail-on applications. Ponderosa Concrete Tile L= 17" TAS 112 Flat profile concrete roof file with slate finish W= 12 '/4" equipped with two nail holes. For adhesive set, Thickness=Y2" direct deck or battened nail-on applications. Ponderosa Double Eagle L= 17" TAS 112 Flat profile concrete roof tile with shake finish Concrete Tile W= 12 '/4" equipped with two nail holes. For adhesive set, Thickness=%2" direct deck or battened nail-on applications. Golden Eagle Concrete L= 17" TAS 112 Flat profile concrete roof file brushed finish Tile W= 12 '/4" equipped with two nail holes. For adhesive set, Thickness=%2" direct deck or battened nail-on applications. Trim Pieces L=varies TAS 112 Accessory trim,clay roof pieces for use at hips, W=varies rakes,ridges and valley terminations. varying thickness Manufactured for each the profile. . .. . . . . ... . .. ... .• . . . .. . ... ••• ••• . ••• • • NOA No.:15-0223.18 •. . •. • • . • . . MAMIOADe COUNTY ••• • Expiration Date:10/05/16 Approval Date: 09/24/15 ••. • • . • •.• • • Page 2of10 • • • • • • • • • • 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies ERPF-001-02-01 TAS 112 Aug.2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of screw vs. Sept. 1993 smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail-On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 25-7094-(2,5,&8) Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 The Center for Applied 25-7183-(5 thru 6) Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7214-(1,5,&8) Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7487-2 Static Uplift Testing Dec. 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7496-(1 &4) Static Uplift Testing Dec. 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7804-6 Static Uplift Testing Sep. 1996 Engineering,Inc. TAS 102 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep.2006 Walker Engineering,Inc. Calculations Restoring Moments Due to Gravity Sep.2006 oaf 00: . .. . . . . ... . • 0 • 0 • : : :• NOA No.:15-0223.1 S WNPDADB COUNTY ••• • • • ' ' Expiration Date: 10/05/16 Approval Date: 09/24/15 •,• • • • • ••• • • Page 3 of 10 e 3 LEMTATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance with TAS 106 shall be required,refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112,appendix `A'. Such testing shall be submitted to the Miami-Dade County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4 INSTALLATION: 4.1 Eagle Roofing Products LLC Bel Air,Bel Air Double Eagle,Ponderosa, Golden Eagle,Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W) and Dimensions (I x w) Tile Profile Weight-W(Ibl) Length-I (ft) Width-w (ft) Bel Air, Bel Air Double Eagle, 11.4 1.42 1.03 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Table 2: Aerodynamic Multipliers -A(ft3) Tile Profile A (ft3) A (ft3) Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . ••• ••• ••• . ••• • • • '; s• ;' ; • • • ; ; s• NOA No.:15-0223.18 htu►MNoaoe eouN rtr ••• Expiration Date:10/05/16 JAPPROVEDI Approval Date: 09/24/15 ' ..• . ... Page 4 of 10 • • • • • • • • • • • •• •• • • • •• •• j Table 3: Restoring Moments due to Gravity-M9 (ft-lbf Tile 3":12" 4":12" 5":12" 6":12" Greater than Profile 7":12" Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, Deck Deck Deck Deck Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, Ponderosa Double Eagle Flat Tile Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Bel Air, Bel 2-10d Ring Shank Nails 30.9 38.1 17.2 Air Double 1-10d Smooth or Screw 7.3 9.8 4.9 Eagle, Shank Nail Ponderosa, 2-10d Smooth or Screw 14.0 18.8 7.4 Golden Shank Nails Eagle, 1 #8 Screw 30.8 30.8 18.2 Ponderosa 2#8 Screw 51.7 51.7 24.4 Double 1-10d Smooth or Screw 24.3 24.3 24.2 Eagle Flat Shank Nail Field Clip) Tile 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) 2-10d Ring Shank Nails' 50.3 65.5 48.3 F17 Installation with a 4"tile headlap and fasteners are located a min. of 2'/2"from head of tile. I .. ... . . . . . .. .. . . . . %: . .. ... .. . . . .. . . ... ... ... . ... •• NOA No.:15-0223.18 MIAMMDADE COUNTY ••• •• ••• ••• ••• '• Expiration Date: 10/05/16 Approval Date: 09/24/15 ••• ••• • • Page 5of10 . . . . V: . . . . Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Bel Air, Bel Air Double Eagle, Adhesive' 31.32 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, 3MTm 2-Component Foam Roof Tile Adhesive AH-160 118.93 Ponderosa, Golden Eagle, 3MTm 2-Component Foam Roof Tile Adhesive AH-160 40.44 Ponderosa Double Eagle Flat Tile 3 Large paddy placement of 45 grams of Pol ProTm. 4 Medium paddy placement of 24 grams of Pol Pro TM. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Sets 43.9 Eagle, Ponderosa Double Eagle Flat Tile 5 Tile-Tite Roof Tile Mortar. .. .... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . •.• ... •.• . •.• ' NOA No.:15-0223.18 i o 0 : E lration Date: 10/05/16 MIAMNDADE COUNTY •.• • • • • • � ,...• gP Approval Date: 09/24/15 ... ... . Page 6 of 10 . . . . . . . . . . 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". EA GL El FLORIDA (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) BEL AIR,BEL AIR DOUBLE EAGLE,PONDEROSA,GOLDEN EAGLE,PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL,SUMTERVILLE PLANT 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by AHJ or applicable Building Code in order to properly evaluate the installation of this system. • .. . . . . %: . 000 0.0 . . .. . . ••• ••• ••• . ••• 06 0 -0 0 0 NOA No.:15-0223.18 . .. . . . . . . .. Mte��•nE►ue Cou►�rrY ••• . Expiration Date: 10/05/16 f Approval Date: 09/24/15 0:0 . . . . ... . . Page 7 of 10 . . . . . . . . . . ... . . 0.0 :0 . PROFILE DRAWING 1791 r'® 's? rrr BEL AIR 41 " BEi.•AIR DOUBLE ISA E . ... ... ... . ... . .. . . . . . . .. NOA No.:15-0223.18 CMIAMI, ne►oeCourrrir ••• . . Expiration Date: 10/05/16 Approval Date: 09/24/15 ... . . Page 8 of 10 1 e 1 ��S' per• c�'� 511 17 e 12% y- ^e�A dam. ^ -��,• 3 PONDEROSA 17 s' r PONDEROSA DOUBLE EAGLE •• • • • • NOA No.:15-0223.1 S MIAMI•DADE COUNTY ... • . . . Expiration Date: 10/05/16 I Approval Date: 09/24/15 ..� . .•• . Page 9of10 .m �a 17#1 -""-y 12% GOLDEN EAGLE END OF THIS ACCEPTANCE • •• • • • • ••• • • ••• ••• ••• • ••• •" • • •i •• • NOA No.:15-0223.18 MIAMMADECOUNTY ••i � i•• 000 • • •• • • Expiration Date: 10/05/16 Approval Date: 09/24/15 •.. • • . . ••• . i Page 10 of 10 MIAMI-Dr4DE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wvnv.miamidade.eov/economy Boral Roofing LLC. 7575 Irvine Center Drive,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(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:BORAL THeSeal LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA•9hallegnrovided to the user by the manufacturer or its distributors and shall be available for inspection at the job;4e at lie recjuq*st4.*pf-h10 llilding Official. 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 t MIAMMADECOUNTY Expiration Date: 07/31/17 ••• • • . • ••• • • Approval Date: 03/13/14 • • ••• • • • Page 1 of 4 • •• •• • • • •• •• ROOFING COMPONENT APPROVAL Cateeory: 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) 07/30/02 PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM G 155 08/08/07 Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTM G 155 05/01/08 NEI-076-02-01 TAS 103/ASTM D4798 02/14/11 NEI-034-02-02 ASTM D 1970 01/29/13 .. ... . . . . . .. . .. .... . . ... . . •.• •.• ••• . •.• .. . . . . . . . . •• . • . • . . •• C MLAWDADECOunn •" NOA No.: 13-1113.05 Expiration Date: 07/31/17 • Approval Date: 03/13/14 . Page 2 of 4 . . . . . . . . . . . .. .. 60* . .. .. APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated Deck Description: IS/32"or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type H 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. .. ... . . . . . .. . .. . . . . %: . .. ... .. . . . .. . ... ... ... . ... .. . . . . . . . . "' ' ' • • ' NOA No.: 13-1113.05 MIAMFDdDECOUNTY Expiration Date: 07/31/17 000 . . . . 000 . . Approval Date: 03/13/14 ' ' ' ' Page 3 of 4 . . . . . . . . . . . .. .. . . . .. .. LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 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. 11. When applying the membrane in the valley, start at the low point and work to the high point,rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100%contact with the surface,giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6"piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment 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 MIAMFDADE COUNTY •• ••• • • • 00 OE •(DIP,fi [$XCCEPTANCE . ... ... ... . ... • . . . . . .. . . . . . . . . . .. . . . . .. MIAMI•DADE COUNTY •• . . NOA No.: 13-1113.05 Expiration Date: 07/31/17 ... ... • Approval Date: 03/13/14 • • ' Page 4 of 4 •.. . . . ... . . Section C 1K1AM1-D E 4h Miami-Dade County HVHZ Electronic Roof Permit Form Section C Page(Low Slope Roof Systems) "Delivering Excellence Every Day" Fill In the specific roof assembly components.If a component is not required,insert not applicable(n/a)In the text box. Top Ply: ROOF SYSTEM MANUFACTURER: GAF MINERAL SURFACE CAPSHEET Product Approval (NOA): 13-1022.15 System Type: A1._ Top Ply Fastening/Bonding Material: Wind Uplift Pressures,From RAS 128 or Sealed Calculations: SPHALT TYPE IV (P1) Field: 2.8 _ psf Surfacing: SINGLE PLY MEMBRANE: (P2) Perimeters:'.. .7. . psf Single Ply Manufacturer/Type: (P3)Comers: 108 psf Maximum Design Pressure From NOA: 52.5 psf _ Single Ply Sheet Width: 1/2 Sheet Width: Roof Slope: 25 ":12 Roof Mean Height: 12 ft. No.of Single Ply 1/2 sheets: Parapet Walls: 0 No ®Yes Parapet wall Height: ft. Single Ply Membrane Fastening/Bonding Material: Deck Type: 5/8"Plywood— v ❑FASTENER SPACING FOR BASESHEET ATTACHMENT Support Spacing: "o/c ❑SINGLE PLY MEMBRANE ATTACHMENT , Alternate Deck Type: Existing Roof: 1.Field: g -o/c @ Laps& ...-. rows 9.__,_. "o/c 2.Perimeter: 6__.-.. "o/c @ Laps& .. ._: rows "o/c Fire Barrier. 3.Comer: "o/c @ Laps& rows "o/c Vapor Barrier: NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field:0 2. Perimeter El 3. Comer: . Anchor Sheet: Insulation Fastener Type 75 BASE SHEET ._._._.._.___ Anchor Sheet Fastener/Bonding Material: WOOD NAILER TYPE AND SIZE: 1 1/4 RS NAILS Insulation Base Layer Size&Thickness: X4 I:"ISO Wood Nailer Fastener Type and Spacing: Insulation Base Layer Fastener/Bonding Material: ASPHA_L_T TYPE_ IVEDGE&COPING METAL SIZES: E Insulation Top Layer Size&Thickness: Edge Metal Material: —SELECT EDGE METAL MATERIAEel L— Edge Size: —SELECT EDGE METAL WEIGHT OR THICKNESS— Insulation Top Layer Fastener/Bonding Material: Hook Strip Size: —SELECT EDGE METAL HOOK STRIP SIZE— Edge Metal Attachment: Base Sheet(s)&No.of Ply(s): STRATAVENT PERF .. ... . . . .. _...... . _ Base Sheet Fastener/Bonding Material: ^T•• _ •; ••; ;•; Ooping Material:I—SELECT PARAPET WALL COPING MATERIAL— ;LOOSE LAID •• ••• • ••• • • G"bDing Size: -SELECT COPING METAL SIZE OR THICKNESS— Ply Sheet(s)&No.of Ply(s): Hook Strip Size: -SELECT COPING METAL HOOK S I RIP SIZE— _.. _ _ PLY IV ••• ••' •• • 'Pjir4rf Coping Metal Attachment: Ply Sheet Fastener/Bonding Material: ••• ; • .' .' ; '. ASPHALT TYPE IV ••• •+ • • • • ••• • • • . .. .. . . . .. .. ... . . . ... . . •Insulated Nailable Deck With Edge Nailer MIAMI. DADE Miami-Dade County HVHZ Electronic hoof Permit Form "Delivering Excellence Every Day" Illustrate Components Noted and Details as Applicable: Roof Dean Height: �12 ft. Drip Imetal: 4X4 GALV 24 GA 7003 GIF Continuous Cleat: InterpIies , _ \ Surfacing: -se Sleet \ , Top Ply: iticl�ar Sheet �' MINERAL SURFACE CAPSHEET ' Interplies: �, -- Drip fetal PLY IV r Base Sheet: 1.4. �'y . Continuous 11STRATAVENT PERF Cleat 'Top Layer of Insulation: ' d Tiler Base Layer of Insulation: y - 4X4 �'� ISO Roof Deck�� 4� � - - - Wood Nailer: Base Layer if 'JX6 WOOD BLOOCKING of Insulation .. _ . �, Wood Nailer Fastening: Top Layer --' �•. ..: : : .'. : : ." �'WOOD SCREWS of Insulation • • •• • • • • • a. --_....T.... .._..__-... .. . _._.. see 0.: 6.0 anchor Sheet: #75 BASE SHEE T •so • . • Decd—gyps: "• S/8 CDX PLYWOOD . . . . . . . . . . MIAMI-RADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RE,R) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidnde.eov/economy GAF 1361 Alps Road Wayne,NJ 07470 SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-Up Roof Systems for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: Tile 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 Aithis w1ir *1MShau:)e'Rrovided.to the user by the manufacturer or its distributors and shall be available for iti4e*4m at;he ro*b site atriihe request of the Building Official. This NOA renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16. The submitted documer4t�ojft:ft reifie wed Py JojU I,:reho. .• . . . • • • . • ••• • • • • { I NOA No.: 13-1022.15 ••• • • • • ••• • • Expiration Date: 11/04/18 CMIAMI-DADE COUNTY • • • ••• s • '"L e i i•••i i i i •• • Approval Date: 11/06/14 ••• • • 0 ••• Mage 1 of 16 RZOOFING SYSTEM APPROVAL Category: Roofing Sub-Category: BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAmEs OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT. TABLE Test Product Product Dimensions Specification Description GAFGLAS®#75 Base 39.37"(1 meter) ASTM D4601 Type II asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS®#80 Ultima' 39.3T'(1 meter) ASTM D4601 Type H asphalt impregnated and coated,fiberglass Base Sheet Wide base sheet. GAFGLAS®F1exPlyTm 6 39.3T'(1 meter) ASTM D2178 Type VI asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS®Ply 4 39.37"(1 meter) ASTM D2178 Type IV asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS®Mineral 39.3T'(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced Surfaced Cap Sheet Wide with mineral granules. GAFGLAS®EnergyCap'. 39.37"(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced BUR Mineral Surface. wide with mineral granules with factory applied Cap Sheet EnergyCote'm GAFGLAS®Stratavent® 39.37"(1 meter) ASTM D4897 Fiberglass base sheet coated on both sides with Eliminator"Perforated Wide asphalt. Surfaced on the bottom side with mineral Venting Base Sheet granules embedded in asphaltic coating with factory perforations. GAFGLAS®Stratavene 39.37"(1 meter) ASTM D4897 A nailable,fiberglass base sheet impregnated and Eliminator"Nailable Wide coated on both sides with asphalt. Surfaced on the Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoidte SBS Heat- 39.37"(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- Weld'Smooth Wide modified asphalt and smooth surfaced. Ruberoid®SBS Heat- 39.37"(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- Welds"25 Wide ." ": .'. Zogi$ed asphalt and smooth surfaced. Ruberoid®20 39.37"(1 meter) •,AS.41��16�•� id modified asphalt base sheet reinforce with a Wide glass fiber mat. Ruberoid`)Mop Smooth 39.37"(1 meter) A6T1V%WL64•• Non wovan polyester mat coated with polymer- wide •, •• ••• r;ojifi:ed asphalt and smooth surfaced. NOA No.: 13-1022.15 ••• ••• Expiration Date: 11/04/18 MIAM4DADE COUNTY • • • . • • • • ;•; Approval Date: 11/06/14 • •• •• . •• •• Page2of16 ... . . ... . . TRADE DAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT: TABLE I Test Product Product Dimensions Specification Description FireOut7 Fire Barrier 5, 55 gallons Proprietary Low VOC,water based fire barrier coating. Coating VersaShiele Fire 350 sq. ft.roll ASTM D226 Non-Asphaltic Fiberglass-Based Underlayment. Resistant Roof Deck Protection Topcoat®Surface Seal 5 gallons ASTM D6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuarr Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard7 RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard7 RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard'•`"Perlite Roof Insulation Perlite insulation board. GAF EnergyGuardw Perlite Recover Board Perlite recover board GAF EnergyGuarr RA Composite Polyiso Polyisocyanurate foam insulation with high GAF Insulation density fiberboard or Permalite perlite insulation Securocko Gypsum-Fiber Roof Board Gypsum roof board United States Gypsum Corp. Structodek®High Density Fiber Board High density fiber board Blue Ridge Fiberboard,Inc. DensDecle Roof Board Gypsum board Georgia-Pacific Gypsum LLC .. ... . . . . . .. . . .. . .. . . . . .. . . . . ... . .. ... .. . . . .. . ... ... ... . ... .. 000 Soo .. ••• ••• NOA No.: 13-1022.15 • Expiration Date: 11/04/18 MIAMIDADECQUNTY : : . : :•: : : . ; Approval Date: 11/06/14 •'• •• •� ••• •�• �• •: Page 3of16 APPROVED IFASTENERSo `IL'ADI,E 3 Fastener Product: Product Manufacturer Number Name Descriptio Dimensions (With Current NOA1 1. Drill-Tec '#12 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 2. Drill-Tec.`#14 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 3. Drill-Tec"'XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill-Tee TM ASAP 3S Drill-Tec '#12 Fastener with Various GAF Drill-Tec '3"Standard Steel Plate .5. Drill-Tee TM 3"Steel Plate Round galvalume stress plate 3" round GAF used with Drill-Tec'' fasteners. 6. Drill-Tee TM 3"Standard Steel Round galvalume plated steel 3" round GAF Plate stress plate with reinforced ribs for use with Drill-Tec'm fasteners. 7. Drill-TecT'AccuTrac®Flat AZ-SS aluminized steel plate 3" square GAF Plate for use with Drill-Tec""#12 Fastener,Drill-Tec""#14 Fastener and Drill-Tec"'#15 Fastener. 8. Drill-Tee.AccuTraco Galvalume Steel plate for use 3" square GAF Recessed Plate with Drill-Tecfasteners. .. ... . . . . . .. . .. . . . . ... . . . . . . . . . . . •• • • • • • • • • • •• • • • • • • •• ••• ••• NOA No.: 13-1022.15 • • Expiration Date: 11/04/18 MIAM4DADE COUNTY : : . : :•: : : . : Approval Date: 11/06/14 ••• •• •• ••• •�• %• •� Page 4of16 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. J.I.2B8A4.AM 4470 07/02/97 J.I.3B9Q1.AM 4470 01/08/98 J.I. ODOA8.AM 4470 07/09/99 J.I.ODIA8.AM 4470 07/29/94 J.I.OY9QS.AM 4470 04/01/98 3029832 4470 05/11/07 UL LLC R1306 UL 790 07/22/13 PRI Construction Materials GAF-012-02-02 ASTM D4977 11/06/01 Technologies,LLC GAF-020-02-01 ASTM D4977 02/01/02 GAF-082-02-01 ASTM D6083 05/07/06 GAF-084-02-01 ASTM D6083 05/09/06 GAF-270-02-02 ASTM D226 11/15/10 GAF-276-02-OlRev ASTM D6083 12/16/10 GAF-276-02-02 ASTM D226 11/15/10 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF417-02-01 ASTM C1289 05/28/13 GAF-464-02-01 ASTM C1289 10/22/12 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 IRT of S.Fl. 02-005 TAS 114 01/18/02 02-014 TAS 114 03/22/02 Trinity ERD G30250.02.10-3-R1 ASTM D3909 11/26/12 G31360.03.10 ASTM D6164 03/31/10 G33470.01.11 ASTM D6164 11/16/11 634140.04.11-2 ASTM D6163 04/25/11 G34140.04.11-4 ASTM D6401 04/25/11 G34140.04.11-5 ASTM D4897 04/25/11 G34140.04.11-5-R1 ASTM D4897 10/18/13 G40630.01.14-2A-1 ASTM D6164 01/07/14 643610.01.14 ASTM D3909 01/22/14 G6850.08.07-1 ASTM D3909 08/13/07 G30250.02.10-3-R1 ASTM D3909 11/26/12 .. ... . . . . . .. . ••• ••• ••• • ••• • • • • • • • •• • • • • • • • • ••• •••0*0 000 NOA No.: 13-1022.15 MIAMI-DADECOU� % : : :.: Expiration Date: 11/04/18 .•••. ;.••; Approval Date: 11/06/14 ••• • ••• Page 5 of 16 APPROVED ASSEMBLIES Membrane Type: BUR Deck Type 11: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened,all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. ]Fire Barrier: FireOut7 Fire Barrier Coating,VersaShieldo Fire-Resistant Roof Deck Protection or (option"ol) Securocle Gypsum Fiber Roof Board. Anchor sheet: GAFGLAS®#80 Ultima Base Sheet,GAFGLAS® Strataven?Eliminator"Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld'M Smooth or Ruberoid®Heat- Weld"'25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS®Ply 4,GAFGLAS'Flex Ply 6,GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c.at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure—45 psf. See General Limitation#7) GAFGLAS®Ply 4,GAFGLAS®F1exPly"'6,GAFGLAS®#75 Base Sheet or any of above ' anchor sheets attached to deck with Drill-TecT"#12 Fastener,Drill-Tec #14 Fastener and Drill-TecT'3"Steel Plate,Drill-Tec"'AccuTrace Flat Plate or Drill-Tec""AccuTraco Recessed Plate 12"o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—4S psf See General Limitation#7) GAFGLAS®FlexPly"'6, GAFGLAS®'#75 Base Sheet or any of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4"lap staggered and in two rows 9" o.c.in the field. (Maximum Design Pressure—52.S psf. See General Limitation 9;9 GAFGLAS®#80 Ultima Base Sheet,Ruberoid®20,Ruberoid Mop Smooth,base sheet attached to deck with approved 1%4"annular ring shank nails and inverted 3"steel plate at a fastener spacing of 9" o.c. at the 4"lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure—60 psf.See General Limitation#7 GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec'' #12 Fastener,Drill-Tec""#14 Fastener and Drill-Tec'"'3"Steel Plate,Drill-Tec"m AccuTrac® Flat Plate or Drill-Tec"AccuTrac®Recessed Plate 12"o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design,Cre�slure—60 psf. See General Limitation#7 Any of above anc?Qr she4s attacieito�;a approved annular ring shank nails and 3 inverted Drill-Tea•insWaetion Plat §at a:fagt;ner spacing of 9" o.c. at the 4"lap staggered in two rows 9" in the field. (Mraxianum Desien 1;;gsaarg•w f opsf See Geizer al Ltink adore#;9 .. . . . . . . . . . .. . . . . . . .. •• ••• NOA No.: 13-1022.15 • Expiration Date: 11/04/18 • ... rtu►Minaoe co ...uw rY Approval Date: 11/06/14 • V •• •.• •• •• Page 6 of 16 . ... . . t Fastening Options: GAFGLAS°#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec r°' (Continued) #12 Fastener or Drill-TeCT'#14 Fastener and 3"Drill-Tec''3"Steel Plate,Drill-Tec-a' AccuTraco Flat Plate or Drill-TecT'AccuTrac®Recessed Plate 8"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—75 psf See General Limitation#7) One or more layers of any of the following insulations. Insulation Lnyer Insulation Fasteners Fastener (Table 3) Density/ft 1EnergyGuard'"Polyiso Insulation,EnergyGuardm RA Polyiso Insulation,EnergyGuard"RA Composite Polyiso Insulation Minimum 1" thick N/A N/A El nergyGuardn'Perlite Recover]board Minimum%11 thick N/A N/A EnergyGuar(C'Perlite Roof Insulation Minimum'/"thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 W. Please refer to hoofing Application Standard RAS 117 for insulation attachment. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS®Stratavent®Eliminator"'Perforated Venting Base Sheet laid dry or a layer of EnergyGuarC Perlite hoof Insulation or wood fiber overlay board on all isocyanurate applications. Base Sheet: Optional)Install one ply of GAFGLAS®#75 Base Sheet,GAFGLASO#80 Ultima'Base Sheet,GAFGLAS®Stratavent®Eliminator Perforated Venting Base Sheet,Ruberoid®Mop Smooth,Ruberoid®20,Ruberoid®SBS Heat-Weld"'Smooth or Ruberoid®SBS Heat-Weld'°' 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq;(see General Limitation#4). Ply Sheet: One or more plies GAFGLAS®PLY 4,GAFGLAS®Flex PlyT"6 sheet or GAFGLAS®#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap'm BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced;membranes; required for smooth membranes.Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel'or sragal3pl:ecM400:bs tstl. and 300 lbs./sq.respectively in a flood coat of apprged apkall at 60 lZa.SsI.. 2. Topcoat Sti&ce'aea1-9B;pplied•at Ito 1.5 gal./sq. Mixim um Design Py essure: See Fastening Optijorrs�• .. .. •. . • .. 0:*• . . . 0:0 NOA No.: 13-1022.15 Expiration Date: 11/04/18 MIAM4DADE COUNTY • • • • • • • • • • •• •• • •• •• Approval]Date: 11/06/14 ••. . "' ' ' page 7 of 16 WOOD DECK SYSTEM LimnATIONS: 1 A slip sheet is required with GAFGLASO Ply 4 and GAFGLAS®Flex Ply"'6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/"DensDeckW Roof Board or%z"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS' 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles,24" o.c.; or strip mopped 8"ribbons in three rows,one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable.A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 pst 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchorlbase sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing, prepared,signed and sealed by a Florida Registered Professional Engineer,Registered Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared,signed and sealed by a Florida registered Professional Engineer, Registered Architect,or Registered Roof Consultant(When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field, perimeters,and comers).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e. perimeters,emtendaa comms-Ad 4orhex9 (When this limitation is specifleally referred within this NOA, General Limitation A.n1li nit to plio able.) 10. All products listed herein shall have a quality asA nee t Ludh in amotdance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. .. . . . . . . . . . .. . . . . . . .. NOA No.: 13-1022.15 •:' : : •:' Expiration Date: 11/04/18 0 • • • • • Approval Date: 11/06/14 COMM ••• s ••• Page 16 of 16 5f2/20;5 TGFU.R1306-Roofing Systems ONLINE CERTIFICATIONSPhBt�EBy"W'd'BAR•4l 7,ON TGIr-U.R 1306 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems GAF R1306 1 CAMPUS DR PARSIPPANY, W 07054 USA "Ruberold@ 20" or"Ruberold@ Dual Smooth" or"Ruberold@ Mop Smooth" or"Ruberold@ Mop Smooth 1.5" may be utilized as an alternate to Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply® #75 Base Sheet" or"GAFGLAS@ #80 UltimaTm Base Sheet" base sheets in any of the following Classifications. '/a-in. thick(minimum) gypsum board or 1/4-In. thick (minimum) Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardT"' Roofboard" or 1/4-in. thick (minimum) United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system Is acceptable for use over combustible (15/32-in. thick minimum) roof decks. However, the butt joints In the gypsum board and Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardTM Roofboard" are to offset a minimum of 6-In. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. 1/4-in. thick (minimum) "SECUROCK@ Roof Board" (Type FRX-G) and"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible deck in a system with any UL Classified insulation except polystyrene. Multiple plies of Type G1"GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6" may be adhered to Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardT"' Roofboard" in hot roofing asphalt. "EnergyGuardTM Ultra" is an acceptable alternate to "EnergyGuardTPO" In any applicable Classification. "GAFGLAS Stratavent@ EliminatorTTM Venting Base Sheet (Nailable)" may be mechanically fastened or fully adhered with hot roofing asphalt over noncombustible decks and as a recover over existing roof systems. EnergyGuardTm Perlite Insulation" may be utilized as a cover board over"EnergyGuardTm" in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, fully adhered with hot roofing asphalt or UL Classified urethane Insulation adhesive. Polystyrene referenced in any of the following Classifications include Insulation. Unless otherwise indicated, all Insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation instructions(excluding LRF Adhesive 0) in any applicable Non-Combustible Roof Deck Classifications. "EnergyGuardTm Tapered" is an acceptable alternate to "EnergyGuardTO'" In any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet("GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 UltimaT'" Base Sheet") Is a suitable alternate for Type G1 asphalt glass fiber ply sheet("GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or "Tri-PlyO Ultra-Flexible Ply 6") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet"GAFGLAS@ Stratavent@ Eliminator m Venting Base Sheet(Perforated)" or"GAFGLAS@ Stratavent@ Eliminator"M Venting Base Sheet(Nailable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nallable base sheets are to be mechanically fastened granule side down. •• ••• • • • • • •• As an option Type G2 asphalt glass mat base sheet("GAiGLAS@:#h9a!1h4t:';o1P"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 Ultima"" Base Sheet" or"GAFGLAS@ Stratavent@ EliminatorTm VAng doe:34e:(�i D )")�i ay be substituted for Type G1 asphalt glass fiber ply sheet("GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGM@f4& P11,46" orT'T�Ply§iAtra-Flexible Ply 6") as the nailed base ply in the following systems. Bottom ply or base sheet may be fully adhered with hob roofing asp6W6or wwchaniglly Ja"ened. Unless otherwise indicated, all Insulations may be fullyefhered wlth•liot radfing asDhitt oy`mechanically fastened. • •• • • • • • • •• "GAFGLAS@ Flashing" or"Ruberold@" may be used for Flashing in any of tRe Class A, B&C systems listed below. When "perlite" Is referenced, this includes any UL Classified perlite insulation. ••• • • • • ••• • • Crushed stones or slag are suitable alternates for gravel IrianNiof the(:as6 A,;B oC C sy:tems listed. • • • • • • • • • • Structural cement fiber building units are considered suiterle t:%e*ipclu*cVd a4d4&i}i.:he following Class A, B or C systems listed over C- 15/32 or NC. 5IJ2015 TGFU.R1306-Roofing Systems The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/2-in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4-In. thick perlite board and deck with rosin paper(perlite/rosin paper/polystyrene/perlite) is a suitable alternate for poiyisocyanurate board in the following Class A, B or C systems. Trumbull "Perma Mop" may be utilized with any of the following"Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS@ #80 UltimaTm Base Sheet" may be used in any of the following systems. "GAFGLAS@ Flex Ply 6" and "Tri-Ply® Ultra-Flexible Ply 6" are suitable alternates to"GAFGLAS@ Ply 6". "GAFTEMP Permallte Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the"Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "TOPCOAT@ Fireshleld MB" at 21/2 to 3-gal/100-ft2. "Ruberold@ Dual Smooth" may be used as an alternate to "Ruberoid@ Mop Smooth" or"Ruberold@ Mop Smooth 1.5" or"Ruberold@ Mop Plus Smooth" or"Ruberoid® 20". Class A,B and C Hot roofing asphalt, for use with glass felts or modified bitumen membranes. "Ruberoid® Heat Weld" SBS roofing membranes may be used in lieu of"Ruberoid® Mop" SBS roofing membranes in any applicable Classification. Class A 1. Deck: C-15/32 Incline: 3 Barrier Board(Optional):—One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardT"' Roofboard", minimum 1/4-in, thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. Insulation:— One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polylsocyanurate composite or perlite/urethane composite or wood fiber/polylsocyanurate composite or phenolic, any thickness. Ply Sheet:—Three or more plies Type G1"GAFGLAS@ Ply 4" or"Tri-Ply®Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra- Flexible Ply 6",fully adhered with hoot roofing asphalt. Surfacing:— Gravel. 2. Deck: C-15/32 Incline: 2 Barrier Board(Optional):— One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardT09 Roofboard", minimum 1/4-In. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-In. thick. Insulation:—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet:—Three or more plies Type GI"GAFGLAS@ Ply 4" or"Trl-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra- Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet" or"GAFGLAS@ EnergyCapT"' BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 3. Deck: NC Incline: 2 Barrier Board(Optional):— One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardT"' Roofboard", minimum y4-in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood.fiber/polylsocyanurate composite or phenolic, 2-in. maximum. Ply Sheet.—Two or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet:—Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply(0 Mineral Surfaced Cap Sheet" or"GAFGLAS@ ergyCtpi'' BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 4. Deck: C-15/32 •• •••InLclige: • • •• SIip.SheeQ0ptional):— Red rosin paper, naile0 tgT11c4 ; ;.; •. Insulation(Optional):—Any thickness gdarli a Ir*qdd Rql r9�sj J10er or polylsocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any Classified insulation adhesive. Base Sheet:—One ply Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 Ultima'"" Base Sheet" or"GAFGLAS@ Stratavent@ Eliminator'"' Venting Base Sheet(Nailable)", mechanically fastened. Ph,r Sheet:— One or more plies Type.% "�JrGLAM:517 a;or"Tri-fly%Ply 4" or GAFGLAS@ Flex Ply 6" or"Tri-PlyO Ultra-Flexible Ply 6", fully adhered with hot roofing%Wali •• •• • 0 . 9 Cap Sheet: —Type G3"GAFGLAS@ Minerai•3urlaced Cap Sigeet"or:Tri-.Piy@ Mineral Surfaced Cap Sheet" or"GAFGLAS@ EnergyCapTm BUR Mineral Surfaced Ca�%Theef, fully Sdhen d with hdt rooRng asphalt. Coating(Optional):— "TOPCOAT@ EnergyCoteTM Elastomeric Coating" or"TOPCOAT@ MB Plus" or"TOPCOAT@ 322 White Elastomeric Coating", applied at a rate oL i;gal./100 ft Z + .• ••• • • • • • • . • S. Deck: NC ; ; iniliit-ii 00 Base Sheet:—One ply Type G2"GAFGL.ASO#75 Base Sheet"or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 Ultima' Base Sheet" or"GAFGLAS@ Stratavent@ Eliminator'"' Venting Base Sheet(Perforated or Nailable)", mechanically fastened or fully adhered Section C Y , k, MIAM1VD Miami-Dade County HVHZ Electronic Roof Permit Form Section C Page(Low Slope Roof Systems) "Delivering Excellence Every Day" Fill In the specific roof assembly components.if a component is not required,insert not applicable(n/a)in the text box. ROOF SYSTEM MANUFACTURER: GAF Top Ply: MINERAL SURFACE CAPSHEET -777 13-1022.15 E® - -- �" Product Approval (NOA): ___ System Type: -_.., Top Ply Fastening'/Bonding Material: Wind Uplift Pressures,From RAS 128 or Sealed Calculations: ASPHALT TYPE IV (P1) Field: 2.8 psf Surfacing: SINGLE PLY MEMBRANE: (P2) Perimeters: 71.7 - psf Single Ply Manufacturer/Type: (P3)Comers:L1108 psf Maximum Design Pressure From NOA: -52.5 psf Single Ply Sheet Width:F7"1/2 Sheet Width: " Roof Slope: e L ":12 Roof Mean Height: 1 ft. 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:r97"o/c @ Laps& Existing Roof: rows "o/c 2.Perimeter.El"o1c @ Laps&Elrows El"o/c Fire Barrier rows o/c 3.Comer. "o/c @Laps& " Vapor Barrier. NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field:1:1 2. Perimeter.M 3. Comer: Anchor Sheet: Insulation Fastener Type: Anchor Sheet Fastener/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: Insulation Top Layer Size&Thickness: Edge Metal Material: —Galvanized Metal— _ - - - ------ _ - - --- _ Edge Size: 3"face 26 ga.— Insulation Top Layer Fastener/Bonding Material: Hook Strip Size:I—SELECT EDGE METAL HOOK STRIP SIZE— _ Edge Metal Attachment: Base Sheet(s)&No.of Ply(s): 1 1/4 RS NAILS _ 75 BASE SHEET --- - - —SELECT PARAPET WALL COPING MATERIAL— Base Sheet Fastener/Bonding Material: •• ••• • • • GPPIpg Kajerial: 1 1/4 RS NAILS •� p'plp�ga,�,ize: --SELECT COPING METAL SIZE OR THICKNESS— Ply Sheet(s)&No.of Ply(s): •• 000 •• Hook Strip Size: --SELECT COPING METAL HOOK STRIP SIZE— PLY IV(2) _ Parapet Coping Metal Attachment: Ply Sheet Fastener/Bonding Material: ••• •;• ••• ••• • ••• ASPHALT TYPE IV •• • • ... . . . . ... . . • • .... • • . .• •• 0 0 . .. •• '; ..�&'3n'��t��''t:Gi.t.t'. . ` rr�v:{.tiitilF1'��r3•ijr�iG 1r � I�lf�ai.Dade+COuu r18L ectron cRoofBermI 1114PA s •uDellyei ing Dwel!'egse hary Day'i Toil Ply 45 fleet Roof Mean 1 �i ''rj • � 3X3 OALV 38 nA Dilp Metal. Drip ON TOP P%; rw MINERAL SURFACE CAPSHEET i q JLll1.�j�an:1: ' Base igheet.. S n �b PLY iV(2) IP71.�N.Y�L:t'7.11+c6.�1 p _ �p � _—• BASE SHEET" ' ' 'Dark Type: r ' . a tl • . •• •• 51a CDXPLYWOOD . , . . . . . . . . . • . • . • .. ... .. .so . . .. • . .. . . . . . . . ••• • • • • ••• • • • •• •• • • • •• •• 11 Ii 1 • II 1 •MI v !'�it``l�!�A1Vi�pAU��OIIIVT' . a PROAVOT COMMOL OGTION 11805 8W 26 St eatj Ro ora 202 D7CJPARI NT OP' {t A 2`QR AND IICOPI(}N1tC S OURCL6(1 t� 1 :"r'Mlaml,FIM&3-117S-2414- M OAM 31752474MOAM AM CODEADMMTRAT OWbIVd3TOd T("s86)315.2590F(78'6)31525-99 NOTICE OF ACCEPTANCE (DTQ ) ,�yty�yl'n�lamtdada.�oSrleconomY CAI' M61Alps.t�oacl Tilt e Xi 07AI70 V% !;]CO�yi-ei d This N0 A is being issuedunder the applicable rhes and regulations governing the u9e of construction. xaaterials,The documentation submittedhas beenxevlewed and acoepted by Miami Dada CountyRM XrOduct Control Section to be used in Miami Dade County end other areas where alloWed-by the Authority Caving Im*dictioa(Atm. This NOA shall not be valid after the expiration data stated below.The MiamiD ade County Pro duct Control Section(T MamMade County)and/or the AIU(ia areas athar than Miami Dade County) reserve the right to have this product or material tested for quality assurance purp oses,If this pro duct or material fails toperform in the accepted mannas;the manufacturer wM inoux the expense of such testing qh a andtlla•AWmayiwmediatelyrevoke,mocll$r,or suspend the use of such product or-niatexial'within their jurisdiction. Ru xeserves the fight to revolve this acceptance,if it is detemvned byMisml Dada County Pra duct Control Section that this pro duot ox material fails to meet the requirements dfthe applicable •' . .. ° buiiding code, r I'hispxoduct isappxovodasandhasboon desigaedtocomplywiththeFloridaMdI gCode includingja MgWeloofty Hunioaue Zone of the Florida Building Coda. DUCRiPT1LON.-GAP'Conventio.sl)3ufft:17'pRoof System for WhadlDeelrs. 1G�1�a Bach unit shall boar a pemanant label with tha manufaotura*name dr logo;oity,state and : ° • #11lowingstatement:°Miami Dade CountyPxoduct ContrQ1 A.pproyed,unless otheWsenoted herein, ° RMIMAL of this NOA shall ba considered after arenewal application has been filed and there has been no change in,the applicable building codenegatively affecting the perfannanca of this product, RUMATION of this NO•A.will o ccur after the expiration•data or if there has b een a revision or change i a the suateiials,use,and/or manufaoture of the produot or press:Misuse of this NOA.as an endorsement of:any product;fbx sales,advertising or any otherpurposes sba11 automatically terminate this NOA.Failure to comply with any section of this NOA shall b e cause for termination and= oval of NO•A.. . .. AI! �T smuN�;The XOA py4hprpregedea by tha words Miami Dade County,Florida,and folloNved r.:'• bythe expiration data maybedis,�ilayedita1[v&�:[�g�tatyte. X-anypordon of Via NOA.is displayed,th6n itshall be done in its antirety; •• go:•: *go.::•; ° INT,9 R1TON:.A•copy of this entire NOA shall be provided to theusor by the mannfacturaz or its disiributors and sha1Z he ava�1able for•inspe�t��xt aaE Sze lc it�,�e r�c�'rasfj$ the Odin ®f�cid! TT isN'0•F`�.renewsandradseglti•CtAA.. 1 through I& the subn�aiSted documenfiai3ontv�eme�ewedT�r►�'a�ga'L.A.G�a< ;• ° •` . .. ._ ••• • • • • • •• • t ' • • • • • • 00 1AM ••,1 C1.' • ••• isran all Date: 7I/Mh'�S o i i o ,1 • I rt 1 1 • - e ` ' • Cateizory, Roofing Sub-Category:. BAUR ° j • ' aterial• Fiberglass PeekTna parietum 1I�esi n Pr essuxe: .,75 psf, TABUN Test �3 UC1L1Ct • ',, pk0CllTCt in[ler1SlQIt COCA 5: °tie +• eSCt� tiD GAYGLA.0475 Base 39.37"(1 meter) ASTMD4601 '' -WB 1T asphalt impragttated and coated glass mat Sheet Wide base sheet. GAFOLAO#80 Ultima"' . 39,37"(1•matez) ASTMD,4661.i Type Ir asphalt impreghited and coated,ftb erglass base Sheet We • .0."base sheet. GAFGLAS`XuPly`6 39,37"(1 meter') •ASTM D21j8•• 9:'ype V1 asphalt impregnated glass i'eltuith asphalt e wide I% •: Voattng. GAFGA•S°.'ly4• • 39.37"(l mater)' AST-MD2178" "ppa ZV asphaltiinpregnated glass feltwit�asphalt L' Wide '• ' cb�ttng. GAb'GLAS®Mineral 39.37"0 motet) MTMD39o9 Asphalt coated,glassiybe'rmat cap sheetsurfaced ' Surfaced Cap Sheet 'Wide '•1 •-►•wlthmineral granules. �•i GAp'GLAS°EttergyCap7" 39,37"(1 meter) ASTMD3909 Asphalt:coated,glass fiber zat cap sheat surfaced BUR.Mineral Surface wide '1,f:, I•wj mineral granules with factory appl lecl Cap Sheet FnergyCot'" GAFG•LAS®Strafovent° 39.37"(Z meter) ASTMD447 �itjrglass base aheat coated on both sides with. Bliminator`Perforated. wide '.. aqhdt Swd'aced onh e b ottomsida with mineral Venting Baso Sheet .r,.9mulas embedded in-asphaltlo coating withfa.etor3'' ,,. pexforations. GAFGLA.S®Siratavent° 39,37"(1 meter) :ASTMD4897 •Anaffable,fiberglass base Aoft-lmpregnated and B1imjnatar`Nailable �ilide • Qoated on both sides with a'sp7�t.Surfaced.on tho VentingBase Sheet • . . bottom sidawith mtneraZ granules embedp ddin i ; ••apphaltiocoattng. Ruberoid®SB,9Mgt- 39.37" .metrASTMD164NonWovenPo7Ye stermat eoatedwith polyme'- i • %4 Weldsinboth VIA t•.+atoil ed halt and smooth urfaced. u7�eroid®SBSHeat 99.37': @fpt :..AATM;l`�• 11On�Voven)'otyesterinat coatedwiithpoiymer �2 Wald' Wide modified asphalt and smooth surfaced, P.uberofd°20 39.37' jgjtec) ..�wll M D6W3 %'A�g mowed asphalt base aheat:ceinforca tvffh a idr� •' .1• : .; • lgsa Bb or mat. R.uberoieMap Smooth 39.31ft xfl ieter) •O .A YM* D- e1 4 "On-wovanPD1yestermatcoatedwith 13d'ymer- . �vido. modified asphalt:and smooth smfaoede Yupiration Ditto-, 1110411M."'r • a .:.� �J' +' Annroc�aLDafe:+ �lU6/44 JLJLiL'3J.�'JJJ.�I.t11YJWI�'Ll���l/�ULTA71YJ�t3-�`111'=A1,�a•IUJ.'GS��y2�.u���tA�.�`JJ �•�'��•C'+U.JG.1J�.4+.Ed-.YA• TEA Product z�aduet imenaiorts ftcitmdfvl� �eset�ptian FireGtxt�`Fire 13atxxer 5, SS gallons Pxo�Lietsry L'o �7OC,water based e bat7ier coating, Coating V'ersaSEalftre 350 sq 1.3:011 ASTMD226 Non AsP7 tie Fiberglass-basediTnder7aymen�, ResistantRoofDvok Protection Top co af Surfaeb Baal 5gallons A.STMD6083 Solvent based Bprayablethermoplastic rabber SB sealant desigaed•to protect and restore agedroof surfaces and to increase a roofs refleeti-Oty. .APDP,m JfATSum-wGNSa TABiS 2, Prodnctl�•anae '�'xoducllDesexi]�tion, �'anttfaefi�ix'ex (With Carne itNOAl. EnergyGnax(ffTolyisoImulation Polyisacymmratafoam fimulation EnergyG r(ff RA.Polyiso imulation Polyisoayanurate foam insulation GAF. EnergyC#uaxr11WPolyisoZnsulation Polyisooyanuratofoam huOation GAF En§rgyGu eIleditoRoofxnsulation Perlitoinsulation board. GAF :�nergyCraarPPerlitoRdcover 13oard Perlitaxecovexboard GAF RnezgyGuardT"`RA CompositePolyiso Polyisooyanuratefoaminsulationwi high QAF Insulation density fiberb oard orParmalitepeslite • insulation SecurooIe GypsumFibuRoofBoar& Gypsumxoofboard l:lnitedStates Gypsurxi Corp. StmotodaeMghDms1ty1?1barBoard Higb,densityftberboard BluaRidge Fiberboard,Ino. . DensDeoeRoofBoard Gypsum.board Qeorgla-Paofflo Gyps=LLG 000 00: • •• • • • • ••• • •00 • • • • • • • •• • • • • • • •• ••• • • • • ••• • • • • • • • • • • • • .. .. •. Axpleation Date. W xOZ .7L�' ... . . ... . . f�M1AM(t]AU�e UM) 0q " • b r J. ',,'wry_ AppkB.O'fT.L'17 YA8TgfflR8d • .� � o�Yned �.anufactu3'ex Fastener gaol c �'----- insensions f'4�1th�u�'xentl�TO:�.� umb `�a +e 7]esc�.i-i—ntinn p.—.----0 Drill-Tod"*12 Fastenmv 1'naulation fastener for steal, various OAF wood&oonorete declts. GAF2. Drill Tea`#14 Fastener •Insulation fastener for steel, various woad&conorete decks. GA 3. Dull-Teo` Fastener Carbon steel extra haavy duty Various fastenerus4din steel decIcs, 4. Drill Tecs°LASAP 3S Drl .TeaTI#12Fastenerwith Various GAF nt Dill Teo 311 Standard Steel Plato GAF 5, Drill Teo 3"-Steel•7Plate Round galvalume stress plate 3"round usedh,,witDr1ll-Tec` fasteners. GAF 6. Drill--Tec `3"Standard Steel . Round galvalume plated steel 3"round PIate stress plate with xeinforeed� Absfor use with Drm Tee s G 7. DAII To"''.A eccu.Tra?Flat AZ-SS alumfi&edsteelplata 3"square Plate for use with Drill Teo 412 Fastener,))rill Tea` 'a'615 a' • Fastener and DrIll--Teo" . Fastener, 8. Drill Teo' .AccuTrac® GdValume Steelplatefor use 311 square' QAC RecessedPlate withDrill Teo°`fasteners. • off 0 . .. . . . . ... . .. ... .. . ref . ... ... ... . ... .. . . . . . . . . •f . . . . . . .. ' clef • • • 090. 0 •: ' i(�rraMi,nenR .nrtNTv _ Awnmvalri IQf8? jfjO6jT4 Test enc �'ea�7Cdatiti�Yar o e�cr3p�os� ' ate 07102197 FaotoryiVutU.e Rosea oh Corp. Yl.0OL4.AM 4470 4470 03/08/98 IT.3B9Q1.AM 07/09/99 U.ODOA8•AM 4470 07/29/94 J:T.OD1A8.AM 4470 ' 1'1.OY'9Q5" 44.70 04/01/98 3029832 4470 05/11107 UL T,DC R1306 TJL 790 07122/13 TRI Comtmationl`V.fatmials GAF-012-02-02 'ASTM D4977 1.1106101 Technologies,M,C OM-020-02-01 s .ASTM D4977 02/01102 GAF-082-02-01 ASTMD6083 05107/06 GAF-094-02-01 ASTMD6083 05/69/06 GAP-2-70-02-02 .ASTM D226 11115/10 CLAY 276-02-OMV * . ASTMD6083 12116110 GM-276-02-02 MTMD226 11115110 07/07/11 GAF 306 02-01 •A.STME96 � 08/23/11 (10-314-02-01 ASTM D2178 •OAF-31.5-02-01 ASTM D2178 08/2,3/11 GAF369-02-01' ASTM C1289 10/22/12 GAF-417-02-01 ASTM C1289 05/28/13 GAF-464-02-01 ASTM C1289 102/12 /4 GAY 499-02-01 ASTM D 6083 GAFZO0-02-01 ASTMD6083 03/12/14 JRT of 5.11. 02-005 TAS 114 01118/02 02-014 TAS 114 03/22/02 TAniv]BM 030250.02,10-3-RI MTMD3909 1.1126112 031360.03.10 ,A.STMD6164 03/31/10 033476.01.11 .ASTM D 6164 04/261/11 11 G34140.04.11-:2ASTMD6163 0134140.04.11-4 ASTMD6401 04/25/11 034140.04-11-5 ASTMD4997 G34140.04.11-5-RI ASTMD4897 x0/18/1.3 (140630.01.14-2A-1 ASTMD6164 • ollOV14 (143610.01.14 ASJMD3909 01/22 14 (16850.08.07-1 ASnd D3909 o 8/13/07 (130250.0i.10-3-RI A9TMD3909 11126112 .. ... . . . . . .. . . . . . . . . . . . .. . . . . ... . .. . . . . . .. .. . 000 000 . . . . . . . . . . •�J llMiHfl�/IM „116. 1�I1!/l l�� Memli�:anaType: B"�TR. . 17eeI "�'ype 1: Wood,N'on insulated Deek7escidptton-. 19/32"of greatarplywaod oxwoadplank declm Rystam.Typ e B: 33asa sheat mechanically fastened. ALI Geaeral and System•Pdmita-loxia shall apply 3TA'aMaraderc ylroc)ue'FireBarrierCoating,VersaShieleFiralt.esistmtRoofDecl protection Or (opffonal) Secruook `GypsumFiberRoofBoard. Base sheet: C�AFGT.ASS#SaUJtim��"Base Sheet,Sixafagent®Eliminafox`N•aUableVoath gDase Sheet,Ruberole2.0,Ruberold®SBS HeatWele;3mooth oxRubexole SBS Heat Wele' 25 base sheetmechanioauy festenedto deok as desoibed below; Fastening Opffons: GAFGLAS®P1y4,GAFGLAS°FIexP1y`6,GAFGLAORS Base Sheet or any of above base sheets attached to deck with approved annular ring shanit nails and fin caps at a .fastener spacing of 9"o.o,at the lap ataggered and ill two rows 12"0.0.in the :Re1d. (H=IMIMIDMlgra.PMAY0—5psf,9eeGer2eYaIXIIaIitattori#7) GAFGLAS®Ply4,GAVGLAS"171exl?1y`btGAFOLAS"#75 Base Sheet or any of above base sheets affachedto deeltwith.DrIll Teo 012 Fastener or DribTec`#14 and Dxi11- Teo`3"Steel Plate,DMTa0 `,A.00uTmcP Flat Plate orDrlll Teo`AoouTra?Recessed Plate 12"o.o,in 3 rows. Ona row is in.•the 2"side lap. The other rows are equally spaced approximately 12"o.o.In the field of the oheet, (1!�ax1'nww.UestgraApwure-45p f.See GoneraMmitatlan#V GAFGLASa'Flex Ply"6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deckwifh approved annularxing dmnknaiis and tLa caps at afastener spaoing of 9"O.D. at the 4"lap staggered and in two rows 9"o.o.In.the field. (11�mcirlaacr�a i]esfgra.'resstixs-�8,5psf.Yes GoneraUhnlfadon#7J GAFGLAS"#80•Ultima Base Sheet,RubaroieZ,RuberoleMop Smooth,base sheet attached to deckwith appxovad 1Y"annularring shanknalls and inverted 3"stealplate at a fastener spacing of 9"o.c,at the 4"lap and in.two xows staggered with a fastener spacing of 9"o.¢.Ira the center of themembrane, • (M�rxtrsazcmJDestg�.�iessr��e-60.psf Sea G'enaraMniffa on 97) GAFGLASO#75 Base Sheet or any of above base sheets attwhed.to clock with DXMTOG #12 Fastener orDx&-%eiA 014 Fastenor$nd PA-Too'3"Steel Plate,DxM Te o" .A.ccumraaPmatilateoxXIdit.*e.A.c4LLTLaVReoessedPlata 12"o.o.in4rows, Onerow ° Is in.fha 2"sida le -The*at1>�a�roWs gra dr usllp spaced appxaximately 9"o.o.In the field of : ••• .. . . .. ° flxe sheet, (PARI AINA VMt-V PrefflYT 'e . .sh.. ... ... . ... Any of abovo�asb eets atia ed tp deol .4ro ted annnlar.-d g ehan nails and 3" 1 aveitoa DXM Tec:`InwatiAjiafta at 0.IM11 zspaoing Of 9"0.0.at the V lap staggered In two rows 9"Nio field. • (1i t�eirraairra eslgn.l'ressrs�e—soxf.See #Z) f ... . . . . ... . . . . . . . . .. .. . . . .. .. NOA.N'o,:13-1022.15 Fastening(�ptians: GATGLAS'9075 Baso Sheet or an of shove bass sheets attached to deekwith Drill.Tea` y (Continued) 012 Fastener orDrill Tea OI4�astenex and DxiU-'Sea`"`3"SteelPlate,Mill-Teo ` Acmdho mat Plate ox Dx3I1 Teo`.A.couTrae"Recessed 'late 8"o•c,in,4 xows•One xow is in.tha 2"side lap. 'Sha othem-Ws are equally spaced approximately 9"0.0-in the field of the sheet, (Maxinsr,111j).-sign.P.t' xmira--7J psf,898 f7daeralzim17990I4 V) . Ply 1heet: One ormore plies of GA CLAS®Ply4 or GAFGLM1080 Tilthn.a.Base Sheat adheredin a full mopping of approved asphalt applied Within-the HVT range and at a xate of 20-40 lbs.lsq. Cap sheet: (Optional) rine ply of GA.PQ•LA.S®Mineral Surfaced Cap Sheet ox GAFC-L.Mo EnergyCap7m BUR Mineral Surfaced Cap Sheet adhered in a M7n.opping`f- ,approved fapproved asphalt applied within the RJIT xango and at a xate of 20-40 lbs./sq. Sur-facing: Optional,on gxanulax,aux-faced membranes;required for smo oth merabraa es,Chosen components must be applied according to manufacturer's applica.-flon mi s-h udliOns. AlI coatingsmuftbelistedwithim a cmr MtX01 1. Qravalorslaga�pliedat400lbs.lsq.and 300lbs.lsq.xespectivelyinaflood coat of 23 roved asphalt at 60 lbs.lsq. 2. Topoaat Swface Seal SH applied at Ito 1.5 gal./sq. maxiaxaum.Design ' �ressw�'e: See Fastening Options e • see • •• • • • • ••• • • ••• ••• ••• • ••• • • • • • • • •• • • • • • • • • • •• • • • • • • •• ••• • • • • ••• • • MOAN•o,:18-10-22.IS w. ' .. . s... fjjn 11 ; e B 0 1 'Wool)Dxcx SYsTBMLw-iTAraoNTa: I A sHp shoat is requiredw.itltGAFG M"Yly4and aAFGLUOFlox)?13 6whanused as a mechanicaTlyfastoned base or anohor'sheat e 2. Iffilranta W1DensDeckn`RoofBoardor%?Type X gypsum board Is acceptable to be installed directlyoverzlle wood deck, g o,Luc'Im.l oms I. Fire classification is notpat of this acceptance;refar to a current ApprovedRoaf g Materials Directory:'ox fire xatings of this product 2. xnsulatlon may be installedin multiple layers. The frstlayex shall be attached in compliance with Product Control Approval guidelines. All.other layers shall b e adhered tin a frill mopping of approved asphalt applied within the Mange and ata rate of20-40lbs./sq.,ormechanicallyattachedusingthe fasteningpattein oftha top layer 3. All standardpanel sizes are acceptable fox meohanlcal attachment Men appliedin approved asphalt,panel sLze shall be 4'x 41 maximum, 4. An overlay andloarrecovery board insulationpanel is xegttired on all applications over closed cell foam insulations whenthebase sheet is fullymopped.Hno reeovetyboardis usedthe base aheetsliall be applied using spot naoppingwith approved asphalt;l2"diameter circles,24"o.e.;or strip mopped 8"ribbons in three rows,ona at each sidelap and one down the center of tha sheet allowing a continuous area oftantilation, linolvoling of the strips is not acceptable.A 6"break shall be placed evexy 12'in each xlbb onto allow cross ventilation. Asphalt • application of aither system sbW be at a rninimumrate of l2 lbs./sq Note., Spat attached systems ShalLh e Ihnifed to a=Amum design pressure of-45 psf. 5. Fastenerspaoing fort sulation attachment Is based on aMHmum Characteristio Force(Fq value of 2'15 lbf.,as testedin compliant®with TestingAppltoation Standard TAS 105. Xf the fastener value,as fold tested,are below 275lbf.insulation atfachmentshallnotbe acceptable, 6. Fastener spacing for mechanical attachment of anchor/base sheet ormembrane aff achmentis based on a minimum, fastener resistance-value in oo4junot1 n.with the maximiun design value listed within a speoife system.. Should the fastener resistance be less tbantbatxequirad,as datexminedbythe Building Official,a xevisedfastener spacing, prepared signed and scaled by a Floxtda Registered Pxofossional Engineer,Registered Airoftect,or Registexed Roof Consultant nay be submitted. Said xavised f'astanax q aomg shall utilim the withdrawal resistant,value. taken from TestingApplication Standards TAS 105 and ealculatlons iu compliance with RoofngApplicadon StandardRA511% 7 Perimeter and comer areas shall oomplywith the enhanced upliitpxessure requirements of these areas.•Fastener densities shall be inazeasedforbothinsulation and base sheet as caleulatedin compliance with Roofing Application Standard RAS 117.Calculations prepared,signed and sealdd by a Florida-registered Pxofessional Engineer, Registexed.Axchitect,orRegistexedRoofCcnsultant(Mien this](,lna�at3an is specifcalIy xeferretll vvith3n twS N04 general JLim7ltation O'e M not bs applicable) . 8. All attachment andsizingofpedmeterna4as, termination designs shall conform to Roo.fdttgAppllcatiuitStandardRAS Ill Ed4appl;ctbj&VWt4jT 4-aments, S. Thesnaxhma designedpressure limitatioulftt fxaiL*tsUcOl t Al xoo£prossuza zones(Le.fold, Perimeters,and corners).Neltharxational analysls,nor extrapolation shall beperrnitted for anhancedfastening at en7aancedpzessure cones(i e°pe,imeta;.s extended corners and comexa). hen.-dam limitafYon is speeiffcally xcfezx ed witb#n tide l�lC+ ,general1ztargti s1 v ¢,1 o ; ap�n'aau t� 10. ,AMProduets llstedhexala shall have a qAV a8gt=O ducat I.a'ccpr&n.cp vIffi the Y`lorlda Building Code and pule 6102,0-3 of the Florida Adm7 �ain atraID �i�y1 S rCdd'o.. M ' ,*-t ' �gT' •��' . . . . . . . . . . . . . . . .. .. . . . .. .. N'OA.Yo1:x3a102�.x� qk T©FI.I.R'1208.Roofing systems ' . •'F'�`��, '1.�;iL1f�1R CpC3�'Bf�IGJ�TIt�N� fill�f~�,a�l1=i'a'• Roofing Systems ' Paae Bottom R100fing Systems See General information for Rooflna 5ysEem�, 13AF 81306 7364.Alps Rd ' Wayne,N7 07470-3700 USA "Ruberolde 2o"or"Ruberold®Due[smooth"or"Ruberoid®Mop Smooth"or"Ruberoldo Mop Smooth 1,5"may be utl[Ized as an alternate to • Typa G2"GAFGLAS®#75 Hase Sheet"or"Td-Plya#75 Use Sheet"or"GAFGLAS®$80 Ultl=7"Base Sheet"base sheets In any of the following Classifications. %-In.thick(minimum)gypsum board arils-in. thlck.(minimum)'Geargi9-Paclf1cGypsum LLC"DensDeck®Roofboard"or"DensDeck®Prime Roofboard"or"DensDeck®DuraGuardT"Roofboard"or iia-In,thick(minimum) United states Gypsum Co, "SECUROCK® Roof Board" (Type FRX-G) or"sECURocK®Glass-Mai;Roof Board"(Type SGMRX) may be used in any existing noncombustible deck Classification. When this is done,the resulting roofing system is acceptable for use over combustible(15J32-in.thick minimum) roof decks.However,, the butt Joints in the gypsum board.and Georgla-PadflcGypsum LLC"DensDeck®Roofboard"or"DensDeck® Prime Roofboard"or"DensDack® DuraGuardT" Roofboard"are to offset a minimum of 6-in.with the butt faints In the roof deck.V polystyrene is part pf the roof system, it must be placed below the overlayinent board,'A-ih;thick(minimum) "SECUROCK&Roof Board"(Ty e FRX G) and"SECUROCK®Glass-Mat Roof Board" Po (Type t reneSGHW are limited to a maximum 3;12 slope when used over a combustible deck in a system with any UL Classified insulation except Mu[tfple piles of Type G1."GAFGLAS®Ply 4"or"Tri-PI ®Ply 11 or°GAFGLASO Flex Ply 611 or"Tri-Ply®Ultra-Flexible Ply 6" may be adhered to Georgia-pacific Gypsum LLC"DensDeck® Roofboard"or"DensDeck®Prime Roofboard"or"DensDeck®DuraGunrdT"Roarboard"In hot roofing asphalt, "EnergyGuarrim Ultra".Is an acceptable alternate to VnargyGuardT""in any applicable classification. "GAFGLAs Stratavent®Ellminatorm Venting Base Sheet(Ilfallable)"may be mechanically fastened or fully adhered with hot roofing asphalt over noncombustible decks and as a recover over exlsUno roof systems, , EnergyGuardTe Perlite insulatlon"may be utlllxed as a cover board over"1:nerayGuardW1 in any of the following systems. Unless othenyisa Indicated,the roof Insulation Is mechanically fastened,fully adhered with hot roofing asphalt or UL classified urethane insulation adhesive,Polystyrene referenced In any of the following plassifications Include insulation. Unless otherw7se Indicated,all insulations may be adhered with any UL Classified insulation Adhesive per the manufacturer's installation Instructions(excluding LRF Adhesive o) In any applicable Non-Combustible Roof Deck classifications. "1=nergyGuardTM Tapered"Is an acceptable alternate to"EnergyGuardr,""In any applicable Classification. ASPHALT MIX SYS TA"WZTH HOT ROO191NOASPHALe Type G2 asphalt;glass mat base sheet("GAFGLASO#75 Base Sheet"or"Tri-PIy®w75 Base Sheet"or"GAFGLAS®#80 UltimaT'''13058 Sheet")Is a sultabla alternate for Type Gi asphalt glass fiber ply sheet(VAFGLAStiO Ply 4"or"Tri-Ply®Ply 4"or"GAFGLAS(D Flex Ply 6" or "Tti-PlY®Ultra-Flexible Ply 6") In the Class A,B orCroof systems Indicated below. The roof deck may first be covered with one ply Type G2'lspphalt saturated ass rrtat+6aelsheet"GAFGLASS Stratavent@ Eliminator"3 Venting Base Sheet(Perforated)"or"GAFGLAS®StratavIryt01:16tt�lnat8r;"%attI4.0sd$heat(Nallablep,Perforated base sheets to be laose laid or fully adhered with hot roofing asphalt and nallable j am spiftsAUtto brngchgnf"fy fastened granule side down. As an option Type G2 asphalt grass mat base sheet("GAFGLAS®075 Base sheet"or"Trl-PIy®#75 Base Sheet"or"GAFGLAS®W80 UltimaT'" Base Sheet" Or'1GAFGLAS®Stratavento Elfminator''T"Venting Bass Sheet(Naliabia)") may be rubstltu d forType Gd.asphalt glass ilber ply sheet("GAF'GLAsa Piy4" or'7rl-Plyo PIy Q"or"GAFGM90JFl®x Pi' +'gar+'� -Ply© �Itra l dextbie Ply`6")as the nailed Basa ply in the folrowing sysEetT�s. • • • • • • • aaEtom ply or base sheet:may be fully adhered wlth ho •w • • • • • • e • Y y Crpj�fing(�sphal1ot�rnt��>�nically..f�ste�d'd. Unless otherwlse Indicated,all Insulations may be fully adhered with hot roofing asphalt or mechanically fastened. "GAFGLASS Flashing"or"Ruberoldt"may be used for flal'ft Qt any1f:he:Cl1!•A,:3 or C systems listed below. • • • ••• • When"perlite"1s referenced,this includes any UL Classified�erlitaitr�atlon: : :.•.: Crushed stones orslag are suitable alternates fargravel in boy of the Class A,13 or�sysFetns•!)sted, •' 10/19/2015 TGFU.R1306-Roofing Systems iv ,PIy�Sheet:—Two or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ BUR Granule Cap Sheet" or"GAFGLAS@ EnergyCapTM Minera-Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 11. Deck: NC Incline: 2 Base Sheet:— One ply Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 UltimaTM Base Sheet" or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet.— One or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLASO Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet:—Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or"Tri-Ply@ BUR Granule Cap Sheet" or"GAFGLAS@ EnergyCapTM Minera-Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 12. Deck: C-15/32 Incline: 1 Barrier Board(Optional):—One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardTM Roofboard", minimum 1/4-In. thick, or United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-In. thick. Insulation:—One or more layers perlite or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or phenolic, 1-in. minimum (insulation joints offset a minimum of 6-in. from plywood deck joints). Base Sheet:— One or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra- Flexible Ply 6" or Type G2"GAFGLASO #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 UltimaTM Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ BUR Granule Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Membrane:—One or more plies "RUBEROID@ Torch Smooth" or"Tri-Ply@ APP Smooth" or"Tri-Ply@ APP Granule" or"RUBEROIDO Torch Granule" or"RUBEROID@ Torch 180", torch applied or"RUBEROID@ Mop Smooth" or"RUBEROID@ Mop Smooth 1.5" or "RUBEROIDO Mop Smooth Plus" or"RUBEROID@ Mop Granule" or"Intec Flex PRF" or"Tri-Ply SBS Modified Bitumen Membrane" fully adhered with hot roofing asphalt. Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ BUR Granule Cap Sheet" or"GAFGLAS@ EnergyCapTM Mines-Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 13. Deck: C-15/32 Incline: i Barrier Board(Optional):— One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardTM Roofboard", minimum 1/4-In. thick, or United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. Insulation(Optional):—One or more layers perllte or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet:—Two or more plies Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 Ultima TI Base Sheet" or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" or Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or"Tri-Ply@ BUR Granule Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet(Optional):— One or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Ply Flex 6" or"Tri-Ply@ Ultra-Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane:—One or more plies"RUBEROID@ Torch Smooth" or"Tri-Ply@ APP Smooth" or"Tri-Ply@ APP Granule" or"RUBEROID@ Torch Granule" or"RUBEROID@ Torch 180", torch applied or"RUBEROID@ Mop Smooth" or"RUBEROID@ Mop Smooth 1.5" or "RUBEROID@ Mop Smooth Plus" or"RUBEROID@ Mop Granule" or"Intec Flex PRF" or"Tri-Ply@ SBS Granule" fully adhered with hot roofing asphalt. Cap Sheet:—Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet" or"GAFGLAS@ -En6rgy�-BbR-M(neral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 14. Deck: C-15/32 ) Incline: 2 Barrier Board-(Opptional):— One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@ Prime Roo oard" or"DensDeck@ DuraGuardTM Roofboard", minimum '/4-ln. thick, or United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or perllte/poly isocyanurate composite or wood fiber/polyisorya nu rate composite any thickness mechanically or adhered with hot roofing asphalt. Base Sheet:—One ply "GAFGLAS@ Stratavent@ EliminatorTM Venting Base Sheet" or Type G2"GAFGLAS@ #75 Base Sheet"or"Tri- Ply@ #75 Base Sheet" or"GAFGLAS@ #80 Ultima TM Base Sheet" or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet:—Two or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Ply Flex 6" or"Tri-Ply@ Ultra-Flexible Ply 6" or"RUBEROID@ Mop Smooth" or"RUBEROIDQ•MopSO o:091.55 or 1JR4B ERQ1D@ Mop Smooth Plus" or"RUBEROID@ 20 Smooth", fully adhered with hot roofing asphalt. • • .• • : • • • Membrane:—Type G3 "Tri-Ply@ BUR Granule Cap ShEet"'ct"VArG:A:@aMirerat�urfaced Cap Sheet" or"GAFGLAS@ EnergyCapTM Mines-Surfaced Cap Sheet", fully adhered with hot mefinj asphalt* • • • •• 15. Deck: C-15/32 Incline: 1 0 000 40* Insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or.•p41soryanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL C? sifigd irtsul tipn rdbes?ve; ; ;• Barrier Board:—Minimum 1/4-in. thick Georgia-FAffic Sypsum KC"DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or ! "DensDeck@ DuraGuardTM Roofboard" or minimum Y4-In, thick Untied States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or "SECUROCKO Glass-Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt jointsMothL:barrier boaadptoducts st,ggered a minimum of 6-in. from plywood deck joints. • • • :•i • • • Base Sheet:—One ply Type G2 "GAFGLAS@ #75 Base jV@r;or.*"Tr-PIY #7V.R" Sheet" or"GAFGLAS@ #80 UltimaTM Base Sheet", mechanically fastened. 000 • • • 040 • • t,ttn4/rtatahaaa id r.r,rn1r ra_Hn/xv%ntwmniatan IRFXT/1 FRAM F/shnwnam.html?name=TGFU.R 1306&ccnshortfifle=Roofing+Svstems&oblid=1074351933&cfgi... 4/44 • "e'- .t��3.L?.0'(ul, � TOFU.IR1,9p8-R�OtingSyatoms ° ;fire elsrq of gypsum board under any of the following Class A,B ore systems dae9 nob adveradly affect tha rating.The use of IA-In, minimum tl•Ick,gypsufti board ls•an acceptable alternate for minimum Insulatfon over C-15/32 thick roof decks, The use Of polystyrene insulation board between minimum Win.thick perllte board and deck with rosin paper(perllte/rosin .paper/polystyrenb(perlite)Is a suitable aiternate for polylsocyanurate board in the following Class A,B or C systems, Trumbull"Parma Mop"may be utilized with any of.the following"Asphalt Fart Systems with Hot Roofing Asphalt". "GAFGLAS®;neo Ultrma-m Bass sheet"may be used In any of the following systems, "GAFGLAS(D Flex Ply 6"and"TrI-Ply@.Ultra-Flexlble Ply 6"are suitable altemates to"GAFGLAS@ Ply 611, "GAFTEMP Permallte Recover Board"may he used In llau of any perllte Insulation in any of the following NC.Classificatrons, Unless Otherwise indicated,any of the"Asphalt Felt systems with Hot Roofing Asphalt"may be surfaced with "TOPCOAT@ FIreshield MB"ab 2rh to 3-galJloO-ft2. "Ruberoldo lDual srnooth"may be used as an altemate to"Ruberold@ Mop smooth"or"Ruberold@ Mop smooth 1.5"or"Ruberofd@ Mop Plus smooth"or"Ruberold®2af% Class A,B and Ct Hot rooting asphalt,for use with grass felts or modified bltumen.membranes, "Ruberold®Heat Weld"S85 raoffng membranes may be used In ifeu of"Ruberold®Mop"sBs roofing membranes In any applicable Classlficatran. C(assA I. Deck:c-15/92 ancltna;3 RarrleB'l3❑Ord((iptional)i-.One armors layers Georgia-Padflc Gypsum LLC"DensDeck@ Roofboard"or"DensDadk@ Prime Roofboard"or"DensDeck@ DuraGuardTM Roofboard",minimum 0-In.thick,or United states Gypsum Co."SECUROCK@ Raaf Board" (Type FAX G) ar"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX),minimum /9-rq,thick. :nsulatlOna--One ormore layers perllte or wood fiber orglass fiber Or palylsocyanurate or urethane or perllte/polylsocyanurate composite orperlite/urethane composite or wood fiber/poiyylsocyanurate composite orhenolie,any thickness; 131Y she et:i--Three or Mors plies Type G1"GAFGLAS@ Ply A•"or"hi-Ply®Ply 41,or�GAFGLAS@ Flex ply 6"or"TrI-PIy®Ultra- Flexible Ply 6",fully adhered with hoot roofing asphalt. GurfacIngl Gravel. 2, D'ecki C-1sm - ° XncTfnei 2 • BarrIer Board(Op'rional)i--One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck(D Prime Roofboard" or"DensDedk@ DulaGuardm Roafboard" minimum 144-In.thick or United stats Gypsum Co, "SECUROCK�ei Roof Board" (TYPa FRX-Q)or"sECUROCK®Glass-MatRoof'Board"Mpa sGmW,minimum 7/4-In.thick. xnsulatIon:••-One ormora layers perllte orwood flber or glass fiber or polylsocyanurats or urethane or parlltelpolyfsocyanurate composite or perllte/urethane composite or wood fiber/po►ylsocyanurate composite or phenolic,any thickness, Ply sheets—Three Or mors piles Type G1"GAFGLAS@ Pry 9•"or"Ttl-Ply@ Ply A•".or"GAFGLAS@ Flex Ply 6"or"Tri-Ply®Ultra- Flexlble.Pfy 6",fully adhated with hot roofing asphalt. Cep Shea:-.Type G3"GAFGLAS@ Mineral surfaced Gap Sheet"ar'%I-Ply®Mineral-surfaced Cap sheet"or"GAFGLAS@ EnergycapTM BUR Mineral surfaced cap shaet",fully adhered with hot roofing asphalt. 3. Qecki 11(C Xnclfna:2 Barriarpoard(Optional)i--One or more layers Georgia-Pacific Gypsum LLC"Densbeck@ RaoFboard"or"Densbeck@ Prime Roofboard"or"DensDeck(D DuraGuardm Roofboard",mfnlmbm 1/a.-In.thick,or United states Gypsum Co."SECURQCK®Roof Board" (TyPe FRX-G)or"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX),minimum i/¢-In.thick. ( prlayers eits b oanass laoy � saPerllte/pfylsocyantirat composite or perll /urthans compos(a❑rwd fiier/pl! canurate tam olteo phcnolie, Zln.maximum. Ply sheet' adhered with hot mating aspTwo or more piles Type asphalt"lt AFr Ply 6';fully LAS@ Ply d•"or"Tri-Ply®Piy 9•"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexible CH1'fiheet.7_1 a cis"GAFGLASrj Mineral Surfaced Cap Sheet"or,,Trl-Piy@ Minerai Surfaced Cap sheet"or"GAFGLASCW . •- „ `�--" 9YCeP BURBrien!Surfacedcap Sheet",fullyadhoredWhshabroogngasphalt.•• 4 RDack:0-15/32 *• • • • • • • • • .YnCllne;x •i ••i i i i•i •• S!r hea •• ••• •• • • • •• P k. GMG tne .'nsula c, ((� lianai7:—Red rosin paper,nalled to decoptlonal)z--Any thrckness perllte orwood fiber•or glass Mar or poryrsocyanurate mechanically fastened or adhered with GIy&ond Fastening System"or any UL ClagsI?jfjgsulatlpa 9dift�' a. Bgsre Shead —One ply Type r2"GAFGLAS® 75WaAeat"or"T�t-Ply X75 a Sj•eG"or"GAr`GLAS® na tlltimaT�' Dasa Sheet"or"GAfGLAs®stmtavent@ Eliminator7m Vdtl W BCe Fjje�E•(Na}�a'ble}';, ar=ianl�ally i`astened, Pllr sheatt-- One or more piles Type G1"GAFGLAJQVry fear'7A 0y®epy q."at�'AFG�S®Flex Ply 6"or"Tri-Ply®Ultra-Flexible Ply 6",fully adhered with hot roofing asphalt. Cap•6hest;—Type G3"GAFGLAS@ Mineral surfaced cap Shset"or"Thi-PIy®Mineral surfaced Cap Sheet"or"GAFGLAS@ EnerDYCap•'H BUR Mineral Surfaced-I ap Sheet",fully adoi�d• Ith h t o�jn �ph�lt Coating(pptional):.�"TOPCOAM EhergyWeTM blasEcpar cos n . 1111 314T® B Plus"or"70pC0AT®322 White Elastomerio Coating;applied at a rate of 2-gal./i0Q-ft.�r i • • • • • • • • S, i7ackr Na • ancilna:3 ' l378e.UihaaF._ _n»_..r..... __ .. •