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RF-15-3088 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-251521 Permit Number: RF-12-15-3088 Scheduled Inspection Date: January 27,2016 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: FinalRoof Owner: HINTERKOPF, ERNEST Work Classification: Tile/Flat Job Address: 1200 NE 102 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132050250010 Project: <NONE> Contractor: EARL W JOHNSTON ROOFING, INC. Phone: 954-989-7794 Building Department Comments RE ROOF TILE AND FLAT. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed -CREATED AS REINSPECTION FOR INSP-251433. CREATED AS REINSPECTION FOR INSP-249324. CANCEL DUE TO WEATHER BY B.O Missing renailing j Failed v� / ,;r Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid January 26,2016 For Inspections please call: (305)762-4949 Page 40 of 62 AC132 Engineering Inc. Testing & Engineering Services Certification of Authorization#8131 Roof Tile Uplift Test Report Tel: 954-245.8976; Fax: 954.301.7776 P.O. Box 823612 Pembroke Pines, FL 33082 Attention: Miami Shores village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: Earl W Johnston Roofing, Inc. Test Date: 01/20/2016 Permit#RF-12-15-3088 EProperty Address: Hinterkopf Residence 1200 NE 102n Street, Miami Shores,F1 Roof Pitch: Type of Tile: Roof Area: 3 in 12 Entegra Roof Tile 26.00 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: 10.00 sq 10 As per FBC 2014 Passed Field Area: 16.00 sq 16 As per FBC 2014 Passed No.of Corner: 9 9 As per FBC 2014 Passed Ridge Areas: 160 PCs 16 As per FBC 2014 Passed Important. These laboratory results can change due to future weather impacts and/or unavoidable roof traffic.Therefore,this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially, AC62 in ring Inc. (NOA 09-1005.01) o evedo, PE Fla. R gNo- ���1a ACBZ Engineering Inc. Engineering and Laboratory Services 5230 NE 18"Avenue Fort Lauderdale, Florida 33334 Phone: (954) 245-8976 Fax: (954) 301-7776 it I I Miami shores Village allow "URN Building Department 10050 N.E.2nd Avenue L7* y Miami Shores, Florida 33138 tORTel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# P "I - I DATE: 17 , INSPECTION AFFIDAVIT licensed as a(n)Contractor/Engineer/Architect, (PrW nem end oWe Uloonso Typ) FS 468 Building Inspector License#: C —COG17(1?3 On or about I did personally inspect the roof deck nailing (Date&ohne) work at ' u (v�IET r-z�-2, (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Based on 553.844 F.S) N. A. �L Signature State of Florida County of Dade: The undersigned,being the first duly swom,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of e eos;&6®G_ Notary Public State of Florida Meg A Romeo Notary Public, Sate of Florida at Large - .4 Ex ._s 065 22/2 E6 202823 r Expires 06/22/2016 'General,Building,ResfdenW or Roofing contractors or any Mdivldual cerdlled under 468 F.S.to make such an Ins mfbn.Include photographs of each piano of the roof with permN S and address S dearly shown marked on the deck for each Inspecomo Revised on mow4)w1an `sn°mss i'G Miami Shores Village PBt17711 Type"Roof, tI . 3 `sr 10050 N.E.2nd Avenue NE ppm Work Cla,ssilrcatidn:'1 Itis f lit Miami Shores,FL 33138-0000 ' F � Phone: (305)795 2204 Pormit Sl'strls:APPROVED FKORl04' Expiration: 06/25/2016 issue t3ate; 12128/201� p Project Address Parcel Number Applicant 1200 NE 102 Street 1132050250010 Miami Shores, FL 33138- Block: Lot: ERNEST HINTERKOPF Owner Information Address Phone Cell ERNEST HINTERKOPF 1200 NE 102 STREET MIAMI FL 33138-2618 Contractor(s) Phone Cell Phone Valuation: $ 19,975.00 EARL W JOHNSTON ROOFING, INC. 954-989-7794 (954)989-5666 _. _ Total Sq Feet: 2900 L, Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF TILE AND FLAT. Inspection Type: Classification:Residential Up Lift Report Scanning:8 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 CCF $12.00 Invoice# RF-12-15-58041 DBPR Fee 12.50 12/15/2015 Check#:13204 $50.00 $815.00 DCA Fee $4.50 12/28/2015 Check#: 13222 $815.00 $0.00 Education Surcharge $4.00 Bond#:2934 Permit Fee-New Roof $300.00 Scanning,Fee $24.00 Technology Fee $16.00 Total:' $865.00 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 tfipreto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting jhjs permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required foe-ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction ing. Futhemtore,I authorize the a -named contractor to do the work stated. December 28, 2015 horized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy December 28,2015 1 , ., Miami Shores Village g uildinDepartment ' EC 15 2015 ��� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 F C 20 1,4 BUILDING Master Permit Nail [a -3 os PERMIT APPLICATION Sub Permit No. (BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP n CONTRACTOR DRAWINGS JOB ADDRESS: LUO N UMET City: Miami Shores County Miami Dade Zip• 331300 Folio/Parcel#: 1,/11 hl—))6 615 O 0 O is the Building Historically Designated:Yes NO Occupancy Type:1Q tS' Load: y�C,o-n_struction Type: ae Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Trtleholder): TI i'Yl �av^� Phone#:A '� �c� Address: IlDo OyE, (QZ a�(& T City: 111 s� )ON �D�QS State: ��. Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Earl W Johnston Roofing, Inc. Phan. 954_989.7794 Address: 5721 Dewey Street City: Hollywood State: FL Zlp: 33023 Qualifier Name: Earl W. Johnston Phone#: 954-989-7794 State Certification or Registration#: CCCO57073 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ I Square/Linear Footage of Work:��2—qco Type of Work: ❑ Addition ❑c Alteration ❑ New Repair epic ED Demolition Description of Work. L/2©d/ 71-e 6 V F1r4 Specify color of color thru tile: wl�I Submittal Fee$ �® ..W Permit Fee$ 3 CK) 0� CCF$ Co CO/CC$ !� Scanning Fee$ -' Radon Fee$ _ a DBPR$ l Q s Nota — ry$ Technology Fees—LG . ( Training/Education Fee$-H: CT) Double Fee$ Structural Reviews$ Bond$ (( o TOTAL FEE NOW DUE$ (Revised02/24/2014) � 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. VeIgnature �'�'' / A�� Signature L"6 OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing Instrument was acknowledged before me this X4 day of�IDLy , N� 20a by �day of f .20 1 S by 11zl 5r 626A.74 f who is personally known to Earl W. Johnston who is personally known to me or who has produced 0 Z a_ 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: Sign: Print: ti /p�� �ea ��� Print: J. MAR Seal: Seal:; UU Notary Public la t6e of Florida^ + MYCOMMSSIONtFF1547#7 Meg A Rcmeo EXPIRES: 26,201E �l ercMy Comm issionEE2o oeFExpires 0 22/2018-WWThmNdmPuft > y APPROVED BY 1�� t� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r _ Miami shores village Building Department 10050 N.E.2nd Avenue 'tea ' Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 758.8972 OWNER-19"S AFFIDAVIT OF EXEMPTION ROOF TO MALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553,844 F.S. To: Miami Shores Village Building Department Date: I �� 10050 NE 2^d Ave Miami Shores,A 33138 Re: owner's Name: Property Address:_ f?b — Roofing Permit Number: Dear Building Official: I ano4' f—�—y41CV1qA certify that 1 am not required to retrofit the roof to wall connections of m building because: .•..•. y The Just valuation for the structure for purpose of ad valorem taxation is less than$300,000.WPWe attach' 'M0 of of ad••.:• valorem taxation. .•.•••*see 0 • o The building was constructed in compliance with the provisions of the Florida Building Code(F.BG�v.with the p19Asions••:••' of 1994 edition of the South Florida Building Code(1994 SFBC) •• •• •• •••••• tea* '' 'y\keA . :0: Signature Print Name '" State of Florida County of Dade The undersigned,being the first duly sworn,deposes and says that he/she is the owner for the above property mentioned, Swom to and subscribed before me this � day of , FlotUEvas MY•. iSM 4 FF 154747 Notary Public,Sate of Florida at Large _ __ EXPIRES' o 26 2018 9 ��''� aaded Tlw Na�Y Pubse/lde • when the Jit valuffam of ft strucdrre for purpose of ad vabram tauffon is equal to or more flten$300,omoo,end the bundhtg was not Wnstructed Mb FBC nor a 1994 SF8c.Thea you must provide a bul ft appncatfort from a General Contractor for the Root to wan cormecdon Hurricane M%don. _Propen)v Search-Application-Miami-Dade County Page 1 of 1 "E R OFFICE THE PROPEK1 Summary Report Generated On:12/14/2015 Property Information r I: Folio: 11-3205-025-0010 Property Address: 1200 NE 102 ST Miami Shores,FL 33138-2618 Owner ERNEST C HINTERKOPF&W JANE - ' s Mailing Address 1200 NE 102 STREET MIAMI,FL 33138-2618 Primary Zone 1400 SGL FAMILY-3001-3250 SQ - Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds I Baths I Half 4/3/0 �. ,• µ�. Floors 2 s; Living Units 1 µ. Actual Area 3,434 Sq.Ft Living Area 2,866 Sq.Ft - - 'AlowdINOWIP411114 Adjusted Area 2,884 Sq.Ft Taxable Value Information Lot Size 13,839.8 Sq.Ft 2015 2014 2013 Year Built 1941 County Assessment Information Exemption Value 1 $50,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value $176,899 75,0991. $171,773 Land Value $422331 $373,849 $252,106 School Board • • i••••• ...... Building Value $200,726 $195,535 $195,535 Exemption Value $25, • $25:ft •. $25,006 Taxable Value $201,j*• $200,099 $19 ,773 • XF Value ,848 $1,848 $1,848 ••• ¢ • • Market V - city alue $624,905 $571,232 $449,489 • • •••••• Assessed Value $226,899 $225,099 $221,773 Exemption Value $50,Oa0 •• $50000 $5UN . Taxable Value $176,8 ••• $175; ; $17»�3 . Benefits Information Regional •••••• • Benefit Type 2015 2014 2013 Exemption Value $50,Q00 • $5 , •• $50,000 Save Our Homes Assessment Taxable Value $176,9 • : $175,09 .. $17�*7•/� Cap Reduction $398,006 $346,133 $227,716 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Previous Sale Price OR Book-Page Qualification Description Homestead Exemption $25,000 $25,000 $25,000 /01/1991 $285,000 14998-0953 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County, 01/01/1980 $220,000 10633-0760 Sales which are qualified School Board,City,Regional). 05/01/1974 $115,000 00000-00000 Sales which are qualrfied Short Legal Description PB 42-25 BAY BREEZE SEC MIAMI SHORES LOT 1 BLK 185 LOT SIZE IRREGULAR OR 14998-953 0491 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hfp://www.miamidade.govrnfo/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 12/14/2015 T SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES-REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R440Z.13.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402 govern the minimum requirements and standards of the Industry for roofi Additionally,the following gems should ng system installations. be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the(tem has been explained. 1• Aestheties-Workmanship:the workmanship provisions of Section R4402 are for the pose Providing that the roof system meets the wind resistance and water instruction performance standards of Aesthetics(appearance)are not a consideration with respect to workmanship hetic,issues such as color or architectural appearance,that are not part of a zoning code shoo d Provisions. be dr as ass part of the agreement between the owner and the contractor, 2. _ RenaBing wood decks:When replacingroo renafted in accordance with the current provisions of Section 8the 4403.existing (The rooc�fk Is ally lConcealed prior ay have to be V-10 toremgvtng the existing roof system). 3• Common roofs:Common roofs are those which have no visible units(I.e.,townhouses,condominiums,etc.) In buildings with common roofs,the iroofing contractor and/orneighboring owner s ould notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling:Exposed,open beam ceilings are where the undersideof the-roof deoki••:• be viewed from below.The owner may wish to maintain the architectural a ng can •••0;• penetration of the underside of the decking may not be acceptable.This provides the' •fore`mo%9-nag •• appearance. option Df maint4inin�� •"•" 0000.. .0060. 5. Ponding water:The current roof system and/or deck of the building may not dj lq well and nw. cause water to pond(accumulate)in low-lying areas of the roof.Pounding can be an i' • distress and may require the review of a professional structural engineer.Pounding Sbgr1fin the life 0 'of h : 0 0 0 0•. expectancy and performance of the new roofing system.Pounding conditions maynot ire a Aderrt untlk •••••• original roofing system is removed.Pounding conditions should be corrected. 6 •��••• • . . 0000.. • Overflow scuppers(wall outlets):it is required that rainwater flows off so that the roof 1;4&* • overloaded from a buildup of water.Perimeter/edge wail or other roof extension may block this discharge if • Overflow scuppers(wail outlets)arddance re not provided.it may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402,R4403 and R4413. 7• -�"" Ventilation:Most roof structures should have some ability to vent nature l airftwinterior of the structure assembly(the building itself?.The existing amount of attic ventilatdo shall roughsnot be reduced.It may be beneficial to consider additional venting which can result in extending the service life of the roof. C�wner/Agem's Signature to Contractor Sign ure Date Revised on 7/9/2009 LD DEC 15 2015 ROOF A&ISMISIM AND ROOFTOP 0C R`' A-4 l7oHda Buildhig Code 5th Edition(2("4) �/ N High-Velocity Hurricane Zone Uniform Permit Application Form. I f4 Ib� 1 geoWn A(General Information) ConbaeWa Namei ;\ 1 Job ROOF CATEOIORY � I 0 Low Slope 13 Mechanically Fastened Tile O MortadAdhealve set Tiles O Asphaltk:ShhVles E3 Metal PartsWhingles 0 WoodShinglea/Shakes II O Pnaxiptive BUR-RAS 150 ur ROOF TYPE tti, LA rp O New roof D RepairMahnenance � Renmflng 17 Recovering � 1 Lu @ I ROOF SYSTEM INFORMATION Z I Low Slope Roof Area(SF) Steep Sloped Roof AREA(SSF) Total(SF) -j I x J a -31 0- CD < Section B(Roof Plan) i Sketch Roof Plan:Musbas all levels and sections,root drains,mappers,overflow s�ppars and overflow drahrs. Include •I alone of m*ns and levels,clearly Identity dhnerrsions of elevated pressure zones and location of parapet ••• •••• • • •r•••• ♦ 0000• so .___-.__�.�_y�.__.__-� • ••• 0000• • s •I of 00 00 0 9 a b q_�_..�._- ___.—.._.._.__ • • 0 0 0.9.0 N_� CZE j ••999• • e ;m • • • I 6' 9• •1 I io -24' I � I I I 1 f N: i J 1 e FLORIDA BUHMNO CODE—BUILDING.Mh EDITION(2014} 1S.3T r ' ROOF ASSEMBLIES AND ROOFTOP STRUCTURES FhWde BU11dMg Code Sth Edition(2014) , High-Velooity Hurricane Zone Unibrm Permit Application Foran 1 1 Section D Peep Sloped Roof system) S • 1 Roof.S.ystem_Manufaaturer. Notice of Aa6ptBnce Number: l'O" ��• D I 0 Minimum Dsslgn Wind Pressures,if Applicable(From RAS 127 or Calculations): 1 P1: •ll P1:_ �D� i P1• 100 • e 1 0000.. \ . . to Dec* lype: VIN 0000.. .1 . 0000 . 1• 0000.. 0000. Type Underlayment: Ji} 15`11N1 •••• 1 ••••• : 12 .0 0000.. InsuMon: Nye 0 0:0 0. ,1 .• 0000.. ...y. Flre Barr(: N l I� • . •••••• Ridge pt aUon? FWaner'lype&Spacing: el 11 1 A Adhesive Type: ll l i-JV fjr L 1 . 1 Type Cap Sheet: D 0- aS•Yn 1 D Mean Roof Height: ( ,t'� Roof CoverIng: C � LQ = Q Type&Size Drip E'IL143" ; 1 1 1 e R.ORIDA BUILDING CODE—BUILDING,5%EDITION(2014) 1629 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES llorlda Bullding Cods lith Witten(2014) High-Voloolty Hurricane Zone Uniform Permit Application Form. Section C(Low Slope Application) Top Pt Fastens r/��dt Material: Fill in specific root assembly components and Identity '�'� manufacturer Surfacing: t of a component is not used,Identify as INA') Fastener Spacing for Anchor/Base Sheet Attachment: System Manufacturer. S Pff- Field:-�—°oc®Lap,N Rows 2- 0_CL-oc Product Approval No.: 13- Perimeter. L °oo®Lap,N Rows/i 9 oo Design Wind Pressures,From RAS 128 or Calculations: Comer. °or. Lap, Rows °oc ••• • 0000.. i 7 I Number of Fasten Per Insulation Board: " *.so' '• P1:_ Z'.$ P2: P3: 0000.. .0000. Flefi�"""" PerUie er._ r • Max.Design Pressure,from tho specific product :0000: '00: 0000 approval system: �- 2,5 Illustrate Components Noted and Detalls as APPAbie: ••••• sees* Woodbloci tc,Gutter,Edge Termination S FlashNrg,••• ••:• Deck t� � Coping, �s Cleat,Cant Strip,Base Fla shl , rflasAl�' Osseo*' Type.- 0000.. 1 „ f indicate: Mean Root Height, Parapet Hoot, lle1bht of Quo 0 ••••; (3augu�llWcknm-. 51%1 u>' I$' Flashing, Component Material, Material Tplckngas, Fast,mw•• • Type,Fastener Spacing or Submit Manufat:jey wI)stalls tram.. :*see: Slope: F LAI- Comply with RAS 111 and Chapter 16. sees nchor/Baae Meet&No.of Ply(s): nchor/Base Sheet FastensdBonding MaWrial: nsulation Base Layer: ;A Lrrina• Parapet 11 ase Insu fa;;jain Th r t 11�1� Hei ht es InsulaneP+', W ,A � � rpoop Insulation Layer.Insulation Size and Thickness: Mean Roof Insulation FasterwIftnding•Marorlah Height Base Sheets)&No.of Ply(s): -744 0 fm Base Sheet Fastsner/Bordog Mated imi: Ply Sheets)&No.of Ply(s): Ply Street Fastef 4-I tt li i r La-tt Top Pty: l Yt=) S�Lhf�uC,�, r iBM FLORIDA BUILDING CODE BUILDING,6th EDITION X14 - r C ROOF A88EMBLIBS AND ROOFTOP STRUCTURES o Florida Building Code 5th Edition(2014) 1 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 sec-ft"E(Tlla C-nici tlt"MR). .. ._.._._.__----.--------_____._..___.------•------______.._.____..__---...-----_...__..__..... Moment based We systems,choose ither 2. are the values for the ues from 1 are greater titan or equal to M,values for nch arrea ofrthe r�then the fie attachment method Is acceptable. el .8th®M�moues 1 1 d 1"Moment Based Tile alculatlons Per RAS 127" 1 (Pi •( x 1� ° —M91 =M„�0.55) Product Approval M,_�+� :...:. 1 (P2�XX• - R —Mgt 9 m MSI F�� ProductApproval M, •••• • 1 (P3�x71.• /=�—Mg;' :M Product Approval fA OVA ...... . .. ...... Method 2"Simpffied Tfle Calculations Per Table Bek)w” •••••• :....: Required Moment of Reslstance(Ma From Table Below Product Approval M, •....' ***see .....• S AAr requiredMonrent Resistance` • Mean Rod Height • 16 20' 25 30 40'•• •• •• ••••:• 1 Roof Sipe ...... . A 38.6 38.2 39.7 42.2• o • . ••••:. •••••• 1 3: r 322 34.4 38.0 37.4 . 39.8; :.••.: 1 :12 32.2 33.8 35.1 37.3 .• :0: • 1 612 28.4 30.1 31.6 328 34.9 •• 0 1 8:12 28.4 26.0 29.4 30.6 32.4 1 7:12 24.4 25.9 27.1 282 30.0 1 'Must be used M oonjurmbn wIth a Rd of moment based ttte systems endorsed by the BroWard County Board of Rules and 1 Appeals. 1 For Upitit based No systems use Method 3.Compared the vam for P with the values for Fr.If the P values are greater than or 1 equal to the Fr values,for each area of the roof,then the tDe atlachment method is acceptable. table. 1 Method 3"UPOft Based Tice Calculations Per RAS 127" 1 (PI: x L =_x w:= —W: x cos 0._=F„_ Product Approval F 1 (P2: x L = x w:= —W: x ow 0_=F,g Product Approval F 1 (P3: x L =_X w:=--J—W x oos 0 =F,3_ Produot Approval F 1 1 Where to Obtain httormatlon 1Demotion SYR" Whom to find 1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an nginnring analysis pre- pared by PE based on ASCE 7 1 Mean Roof Height H Job Site 1 Roof Slope 0 Job Site 1 Aerodynamic Multiplier 7L Product Approval 1 Restoring Moment due to Gmvkyy Mq Product Approval 1 Attachment Resistance M, Product Approval 1 Required Moment Resb—hww Mo Calculated 1 Minhnum Attachment Resistance I" Product Approval 1 Required Uplift Resistance F, Calculated 1 Average Tile Weight W Product Approval' 1 The Dlmerjlons L =length•W=WidthProduct Approval g Ad calculations must be submitted to the building official at the time of permit application. 1 e 15AD FLORIDA BUILDING CODE—BUILDING,Lith EDITION(2014) MIAMM MIAMI-DADE COVNTY ' PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES a=) Miami.Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(796)31525-99 NOTICE OF ACCEPTANCE(NOA) www.miamlaadaeorRcortomv GAF 1361 Alps Road Wayne,NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the A'uthoritiy . Having Jurisdiction(AHJ). •,-••, • .. ...... This NOA shall not be valid atter 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 productore a V: material fails to perform in the accepted manner,the manufacturer will incur the expense of such tostt W• ......; and the AHJ may immediately revoke,modify,or suspend the use of such product or material within*L41. ; . 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 applieabte ••• ••• building code. .. ... This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built Up Roof Systems for Wood Decks. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.:13-1022.15 Expiration Date: 11/04/13 Approval Date: 11/06/14 Page 1 of 16 ROOFING SYSTEM APPROVAL Cateeorw Roofing Sub-CatMU; BUR Material: Fiberglass DeckTym Wood Me:dmum Design Pressure: -75 psf. TRADE NAY=OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product DJimensious Specification Description :...:. GAFGLASe#75 Base 39.37"(1 meter) ASTM D4601 Type 11 asphalt impregnated and coated glass mat:•. •• • Sheet Wide base sheet. •••••• .• ...... GAFGLAS®#80 Ultima 39.37'(1 meter) ASTM D4601 Type 11 asphalt impregnated and coal,9berglav •, ••• Base Sheet Wide base sheet. 0 •••••• GAFGLAS®FIwtPIy 6 39.37'(1 meter) ASTM D2179 Type pVI asphalt impregnated glass tel;wit$asphal •: 1 Widecoating. • GAFGLAS®Ply 4 39.37'(I meter) ASTM D2178 Type TV asphalt impregnated glass felt with asph ,„. •a••:• ' Wide coating. %0.0: 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'(I meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced BUR Mineral Surface wide with mineral granules with factory applied Cap Sheet EnergyCote7 GAFGLAS®Stratavene 39.37'(1 meter) ASTM D4897 Fiberglass base sheet coated on both sides with Eliminatar Perforated Wide asphalt.Surfaced on the bottom side with mineral Venting Base Sheet granules embedded in asphaltic coating with factory perforations. GAFGLAe Stratavent® 3937"(1 meter) ASTM D4897 A nallable,fiberglass base sheet impregnated and Eliminator'"Nailable Wide coated on both sides with asphalt.Surfaced on the Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoid®SBS Heat- 39.37'(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- Weld7 Smooth Wide modified asphalt and smooth surfaced. Ruberoid®SBS Heat- 39.37"(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- Weld"25 Wide modified asphalt and smooth surfaced. Ruberoie 20 393T'(1 meter) ASTM D6163 SBS modified asphalt base sheet reinforce with a Wide glass fiber mat. Ruberoid®Mop Smooth 39.3T'(1 meter) ASTM D6164 Non-woven polyester mat coated with polymer- 'w'ide modified asphalt and smooth surfaced. NOA No.:13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 2 of 16 i I r ° TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Fire0e Fire Barrier 5, 55 gallons Proprietary Low VOC,water based fire barrier coating. Coating VersaShieldeFire 350 sq.&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 rest e a d roof••'••• surfaces and to increase a roofs reff'6-0tj. .• • •• APPROVED INSULATIONS: ...:.. TABLE •••• • • • Product Name Product Description Manaiticare.] `• e • i.•• (With Clarrebt NOA1 •• • •••••.' EnergyGuar(r Polyiso Insulation Polyisocyanurate foam insulation •o • EnergyGuarr RA Polyiso Insulation Polyisocyanurate foam insulation GAF• ;••• • EnergyGuarcim RN Polyiso Insulation Polyisocyanurate foam insulation G'tiF • ••• • • EneraGuae Perlite Roof Insulation Perlite insulation board. GAF EnergyGuarC Perlite Recover Board Perlite recover board GAF EnergyGuard'"RA Composite Polyiso Polyisocyarnirate foam insulation with high GAF Insulation density fiberboard or Permalite perlite insulation Securock®Gypsum Fiber Roof Board Gypsum roof board United States Gypsum Corp. Structodeko High Density Fiber Board High density fiber board Blue Ridge Fiberboard,Inc. DensDeck®Roof Board Gypsum board Georgia-Pacific Gypsum LLC NOA No.:13-1022.15 D fl► Expiration Data; 11/04/18 Approval Date: I V06114 Page 3 of 16 APPROVED FASTENERS: TABLE 3 Fasten a due Product Manufacturer Number Name Deserfigtion Dimensions (With Current NOA) 1. Drill-Tee#12 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 2. Drill-Tee#14 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 3. Drill-Tec'"XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill-Tec ASAP 3S Drill-Tec#12 Fastener with Various GAF Drill-Tec 3"Standard Steel Plate S. Drill-Tec 3"Steel Plate Round galvalume stress plate 3"round GAF used with Drill-Tec fasteners. 6. Drill-Tec""3"Standard Steel Round galvalume plated steel 3"round GAF Plate stress plate with reinforced i ribs for use with Drill-Tec'" fasteners. 7. Drill-Tec AccuTrac®Flat AZ-SS aluminized steel plate 3"square GAF Plate for use with Drill-Tec'"#12 Fastener,Drill-Tee#14 Fastener and Drill-Tec'"#15 Fastener. 8. Drill-Tec'"AccuTrac® Galvalume Steel plate for use 3"square GAF Recessed Plate with Drill-Tec'"fasteners. •000.0 ...... . .. ...... 090.06 • 0000 • •.0••• .... . ..... ...... . ... ..... • . *see* •• • 0000•• • so 0 0000•• • • • • • • 0000•• 0000•• • • • 0000•• ' NOA Note: 11/04/18 1/04/18 Expiration Date: 11104/18 Approval Date: 11/06/14 Page 4 of 16 EVIDENCE SUBMrrrED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. J.I.2B8A4.AM 4470 07/02/97 J.I.3B9Ql AM 4470 01/08/98 J.I.ODOAS.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 D6093 05/07/06 GAF-084-02-01 ASTM D6083 05/09/06 GAF-270-02-02 ASTM D226 11/15/10 GAF 276-02-01Rev ASTM D6093 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-3154)2-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF-417-02-01 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.FI. 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 033470.01.11 ASTM D6164 11/16/11 G34140.04.11-2 ASTM D6163 04/25/11 034140.04.11-4 ASTM D6401 04/25/11 G34140.04.1 1-5 ASTM D4897 04/25/11 034140.04.11-5-R1 ASTM D4897 10/18!13 ••• • 040630.01.14-2A-1 ASTM D6164 •944 7/14 ,• •••, • 043610.01.14 ASTM D3909 ••Qjj114 •••• ••••;• G6850.08.07-1 ASTM D3909 ••11I1.1.3I07 • 030250.02.10-3-RI ASTM D3909 .jl/.26/12 see* a . . . . ...... •• . • ... 00 NOA No.:13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 5 of 16 APPROVED ASSEMBLIES Membrane Type: BUR. Deck Type M 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: FireOLe Fire Barrier Coating,VersaShield"Fire-Resistant Roof Deck Protection or (optional) Securock®Gypsum Fiber Roof Board. Anchor sheet: GAFGLAS"#80 Ultima Base Sheet,GAFGLAS" Stratavente'Eliminator Nailable Venting Base Sheet,Ruberoid"20,Ruberoid"SBS Heat-Weld"°Smooth or Ruberoid"Heat- WeId'"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 LbmYadon#7) GAFGLAS®Ply 4,GAFGLAS®FlexPly'"6,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 AccuTrac"Flat Plate or Drill-Tec'"AccuTrac" Recessed Plate 12"o.c.in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c.in the field of the sheet. (Maximum Design Pressure—45 psf.See General Limitation#7) GAFGLAS®F1exPly 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 5Z5 psf.See General Limitation#7) GAFGLAS®#80 Ultima Base Sheet,Ruberoide'20,Ruberoid®Mop Smooth,base sheet attached to deck with approved 1'/."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 stacing of••• • 9"O.C.in the center of the membrane. i . . ease:* (Maximum Design Pressure—60 psf.See General Limiradon#7) • 096.69 6 GAFGLAS"#75 Base Sheet or any of above anchor sheets attached to deck vAfff Dfit-Tec #12 Fastener,Drill-Tec#14 Fastener and Drill-Tec'"3"Steel Plate,Drill-Tac!w#AEouTrac®...:. Flat Plate or Drill-TecTM AccuTraco Recessed Plate 12"o.c.in 4 rows. One row is in the 2"0 0 0 6 0 side lap. The other rows are equally spaced approximately 9"o.c.in the field of#die sheet. •6 0 sees* (Maximum!Design.Pressure—60 psf.See General Limitaflon#7) 0 0 0 0 0 0 0 0 0 0 0 0 0 0000.. Any of above anchor sheets attached to deck approved annular ring shank nails ani 3" •••• • inverted Dull-Tec'"Insulation plates at a fastener spacing of 9"o.c.at the 4"lap sUggered ift•0••• two rows 9"in the field. •• 6 ••• • (Maximum Design Pressure--60psf.See General Limitation V) •• NOA No.:13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 6 of 16 Fastening Options: GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec (Continued) #12 Fastener or Drill-Tec"#14 Fastener and 3"Drill-Tec'"3"Steel Plate,Drill-Tec"" AccuTmO Flat Plate or Drill-Tec"°AccuTrace 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. (Mmdnu m Design Pressure—75psf.See General Llmltadon#7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuar(r Polyiso Insulation,EnergyGuardd"RA Polyiso Insulation,EnergyGuarcr RA Composite Polyiso Insulation Minimum 1"thick N/A N/A EnergyGuardm Perlite Recover Board Minimum V,"thick N/A N/A EnergyGuard7 Perlite Roof Insulation Minimum'/"thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of appro4ed hot asphalt within the EVT range and at a rate of 20-40 lbsJ100 fe. PIease refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation panels may be used as a t7 layer placed with the polyisocyanarate side facing down. GAF requires either s ply of GAFGLAS®Stratavent Eliminator Perforated Venting Base Sheet laid dry or a layer of EnergyGuardm Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Base Sheet: Optional)Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS®#80 Ultima Base Sheet,GAFGLAS®Stratavent®Eliminator Perforated Venting Base Sheet,Ruberoide Mop Smootb,Ruberoie 20,Ruberoie SHS Heat Weld"`Smooth or Ruberoie 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 IbsJsq;(see General Limitation#4). Ply Sheet: One or more plies GAFGLAS®PLY 4,GAFGLAS®Flex Ply"'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 lbsJsq. :006% Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLA9%• •• • •• EnergyCap"BUR Mineral Surfaced Cap Sheet adhered in a full mopping of appo"d ' ••• •••• • asphalt applied within the EVT range and at a rate of 2040 IbsJsq. 000009 • eeee • • • • Surfacing. Optional on granular surfaced membranes;required for smooth membr3mes,,L'hosen:""' **:se components must be applied according to manufacturer's application instumdons. All• •e• e e:e•' .. .. .. coatings must be listed within a current NOA. ' ' . ...... 1. Gravel or slag applied at 4001bsJsq.and 300 IbsJsq.respectively� flood coat • of approved asphalt at 60 lbs./sq. a e e e ••e e• 2. Topcoee Surface Seal SB applied at lto 1.5 gaL/sq. • Maximum Design ' ' ' 0 000 0" Pressure: See Fastening Options. so.* • NOA No.:13-1022.15 4�AMFni4nEc tlt�m Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 7of16 Membrane Type: BUR Deck Type lI: Wood,Insulated Deck Description: 14/32"or greater plywood or wood plank System Type B: Optional base sheet laid dry;base layer of insulation mechanically fastened,optional top layer adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener EnergyGuarC Polyho Insulation,EnergyGuarcr RA Polylso Insulation (Table 3) Densitylft2 Minimum 1.3"thick 1,2,3 or 4 1:3 ftp EnergyGoarr RN Polyiso Insulation Minimum IA"thick 1,2,3 or 4 1:3 ftz EnergyGuarir RA Composite Polylso Insulation Minimum 1.5 thick 3 1:3 ft' EnergyGuard"Perlite Roof Insulation Minimum V4"thick 1,2,7 or 8 1:2 ftz Strnctodeke High Density Fiberboard Minimum 1"thick 1,2,7 or 8 1:4 ft' Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions;if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density(See Roofing Application Standard RAS 117 for fastening details). GAF requires either a ply of GAFGLAS®Stratavent®Eliminator'"Perforated Venting Base Sheet laid dry or a layer of EnergyGuard Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Top Insolation Layer Insulation Fasteners Fastener (Table 3) Density/fe Any of the insulations listed for Base Layer,above. N/A NIA • • 0000.. Structodek®High Density Fiberboard,EnergyGuarC Perlite Recover Board Minimum%"thick N/A •• • •• • • 0000. A • •. •..•.• Note:Optional top layer of insulation shall be adhered with approved asphalt within the EVT razttvive d at a • ;•0.. rate of 20-40 Ibs./100 fe. Please refer to Roofing Application Standard RAS 117 for Insulation attAl rftmt. :0 0 0;0 ` Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face dd in.' "• 0000•• • ••• 0000• Fire Barrier: FireOe Fire Barrier Coating,VersaShield®Fire Resistant Roof Deck ProtectionorOecurock'�• ...... (optional) Gypsum Fiber Roof Board. • 0000.. 0 0000•. 0000.. • • • • 0000•• • • NOA No.-13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 8 of 16 Base Sheet: (Optional)Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS®#80 Ultima'Base Sheet,GAFGLAS®Ply 4,GAFGLAS®FlexPly"*6,GAFGLAe Stratavene Eliminator" Perforated Venting Base Sheet laid dry.Ruberoido Mop Smooth or Ruberoide 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 2040 lbsJsq. (See General Limitation#4). Ply Sheet: Two or more plies of GAFGLAS®Ply 4,GAFGLAS®FlexPly'"6 or GAFGLAS®#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbsJsq.(See specification number for appropriate number ofplies). Cap Sheet., (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCap"" BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq.(See GAF application instructions for approved method of installation). 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. I. Gravel or slag applied at 400 lbsJsq.and 300 lbsJsq.respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat®Surface Seal SB applied at Ito 1.5 galJsq. Maximum Design Pressure: -45 psE(See General Limitation#7) I ...... . .. ...... 0000•••• 0000•• • • • • • • 0000•••• 0000•• • •••,• • 0000••,• • 0000• 00„00• • • • • • 0000 0000 0000 • 00.00••• 0000•••• • • • • 0 • • • • 0000•••• • • • •0000• 00 0 000 0000 • NOA No.:13-102115 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 9 of 16 Membrane Type: BUR Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type C: One or more layers of Insulation simultaneously attached;Base layer optional. All General and System Limitations shall apply. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fe EnergyGuard"RN Polyiso Insulation,EnergyGuare Polyiso Insulation,EnergyGuare RA Polylso Insulation Minimum 1.3"thick NIA NIA EnergyGuard7 Polyiso Insulation Minimum 1.4"thick NIA N/A EuergyGuarC RA Composite Polyiso Insulation Minimum 1.5"thick NIA N/A EnergyGnarir Perlite Recover Board Minimum VV thick N/A N/A Structodeks'High Density Fiber Board Minimum 1"thick N/A N/A Note:All layers shall be simultaneously fastened;see top layer below for fasteners and density. lasulation :""' .•.•.• panels listed are minimum sizes and dimensions;N larger panels are used,the number of fastener'sshaObe •• • increased maintaining the some fastener density. Please refer to Roofing Application Standard Rd&IIA for •• •••• • insulation attachment.GAF requires either a ply of GAFGLAe Stratevene Eliminator Perfonrted3wenting •� Base Sheet laid dry or a layer of EnergyGuard7 Perlite Roof Insulation or wood fiber overlay bo%rd ea pH ;••�; •• isocynnurate applications. •..• • •.•.• Top Insulation Layer Insulation Fasteners 0•••ener • 0 •• • (Table 3) .."!af ty/ftz •' EnergyGuard"Poilyiso Insulation,EnergyGuarC RA Polyiso Insulation 0 ....:. Minimum 1.3"thick 1,2,3 or 4 '-;it. �••••• • EnergyGuare RN Polyiso Insulation •• •• • Minimum 1.4"thick 1,2 or 3 1:3 ft= EnergyGuaror RA Composite Polyiso Insulation Minimum 1.5 thick 3 1:3 fts EnergyGuartr Perlite Roof Insulation Minimum YP thick 1,2,7 or 8 1:2 W Structodek®High Density Fiber Board Minimum 1"thick 1,2,7 or 8 1:4 ft' NOA No.:13-1022.15 Expiration Date: 11/04/18 • Approval Date: 11/06/14 Page 10 of 16 Note:Insulation panels listed are minimum sizes and dimensions;If larger panels are used,the number of fasteners shall be increased maintaining the same fastener density. Please refer to Rooting Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGL.ASe Stratavent® Eliminator Perforated laid dry or a layer of EnergyGuarr PerIite Roof Insulation or wood fiber overlay board on all polylsocyanurate applications. Fire Barrier: FireOut7 Fire Barrier Coating,VersaSbielde Fire Resistant Roof Deck Protection or (optional) SecurocO Gypsum Fiber Roof Board. Base Sheet: (Optional)Install one ply of GAFGLASe#75 Base Sheet,GAFGLASe#80 Ultima Base Sheet,GAFGLASe Ply 4,GAFGLAS F1exPly'"6,GAFGLASe Stmtavente Eliminator Perforated Venting Base Sheet laid dry,Ruberoide Mop Smooth or Ruberoide 20 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 lbsJsq. If base sheet is applied directly to polylsocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay board is approved;see General Limitation#4. Ply Sheet: Two or more plies of GAFGLASe Ply 4,GAFGLASe FlexPly'"6 ply sheet or GAFGLASe #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Cap Sheet: (Optional) One ply of GAFGLASe Mineral Surfaced Cap Sheet or GAFGLAr EnergyCapm 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 lbsJsq. Surfacing: Optional on granular surfaced membranes;required for smooth membranes.Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. •••:• 1. Gravel or slag applied at 4001bs./sq.and 300 lbsJsq.respectively it a Z&W coat* *see:* of approved asphalt at 60 lbsJsq. •s a as • . 2. Topcoat®Surface Seal SB applied at Ito 1.5 galJsq. 996696 • 000 0 ••s••0 Maximum Design • sees.. Pressure: -45 psf.(See General Limitation#7) :0090: sees . • . s sees.. sees s 00000 s0.0e• 0 ••• •••.• •• se e• • ease:* • •saeae • • •s•s•• • • • :•ease 00 NOA No.:13-1022.15 �otMnr Expiration Date: 11/04/18 Approval We: 11/06/14 Page 11 of 16 Membrane Type: BUR Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type D: Insulation and Base sheet simultaneously All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) ®ensify/ftt EnergyGuarC Polyiso Insulation,EnergyGuardm RA Polyiso Insulation Minimum 1.3"thick N/A N/A Stractodeka High Density Fiber Board Minimum 1"thick N/A N/A Note:Insulation shall have preliminary attachment,prior to the installation of the base sheet,at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft.,and four fasteners for any insulation board having no dimension greater than 8 fL All layers of insulation,optional thermal barrier(when present)and base sheet shall be simultaneously fastened. See base sheet below for fasteners and density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Fire Barrier. Fire0te Fire Barrier Coating,VersaShieldo Fire Resistant Roof Deck Protection or (optional) SecurocO Gypsum Fiber Roof Board. Base Sheet: Install one ply of GAFGLAS°°#75 Base Sheet,GAFGLAS®#80 Ultima Base Sheet, GAFGLAS®Stratavene Eliminator'"Nailable Venting Base Sheet or Ruberoid'20 base sheet applied over the loose laid insulation with 2"side laps mechanically fastened as %••• • described below; Fastening Options: DTIII--Tec#12 Fastener or Drill-Tec'"#14 Fastener and Drill-Tec"°3"Steel Me drill- •••• •**so• Tec'"AccuTrac®Flat Plate or Drill-Tec" AccuTrae Recessed Plate is instal1W gh the • base sheet and insulation in 3 rows 12"o.c. One row is in the 2"side lap. Tke•other•rows ;•••;• • are equally spaced approximately 12"o.c.in the field of the sheet. *see ••;••• ffifw nium Design Pressure—45psf.See General Limitation#7) **:Go: ••• goo:: .. .. .. . ... . Drill-Tec#12 Fastener or Drill-Tec'" #14 Fastener and Drill-Tec'"3"Steel P1ate,�rill- Tec'"AccuTrae Flat Plate or Drill-Tec'"AccuTrO Recessed Plate is installld tough the, ••••�• base sheet and insulation in 4 rows 8"o.c.One row is in the 2"side lap. The others rows ••• • are equally spaced approximately 9"o.c.in the field of the sheet. •..o . ••• :• •• (Maximum Design Pressure--75 psf.See General Limitation#7J •• • GAFGLAS®#80 Ultima Base Sheet,Ruberoie 20,Ruberoie Mop Smooth,base sheet attached to deck with approved annular ring shank nails with a minimum embedment of 1" into the wood substrate 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) NOA No.:13-1022.15 (Expiration Date: 11/04/18 Approval Dates 11/06/14 Page 12 of 16 Fastening Options: Drill-Tec#12 Fastener and Drill-Tec'"#14 Fastener and Drill-Tec'"3"Steel Plate,Drill- (Continued) Tec'"AccuTrac®Flat Plate or Drill-Tec"'AccuTrae Recessed Plate in 4 rows 12"o.c. One row is in the 2"side lap.The other rows are equally spaced approximately 9"o.c.in the field of the sheet. (Maximum Design Pressure—60 psf.See General Limitation#7) Ply Sheet: One or more plies GAFGLAS®Ply 4,GAFGLAS®FlexPly 6 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 lbsJsq. Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS® EneraCap'"BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes;required for smooth membranes.Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 IbsJsq.and 300 IbsJsq,respectively in a flood coat of approved asphalt at 60 IbsJsq. 2. Topcoat®Surface Seal SB applied at Ito 1.5 galJsq. Maximum Design Pressure: See Fastening Options 0000.. see 0000.. 00 000000 0000.. . .. . 0000 .,0096. .0000. 0000 .".... 0000.. . :0: *0:*6 .. .. 00. 0 0 0*0*:* . 0 . . . . 000000 0000.. . . 00000. .. 0 :0: 00 0 NOA No.:13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 13 of 16 • . f _ 1 r Membrane Type: BUR Deck Type 1: Wood,Non-insulated i Deck Description: 19/32"or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. i An General and System Limitations shall apply. Fire Barrier: FireOut'"Fire Barrier Coating,VersaShiele Fire Resistant Roof Deck Protection or (optional) Securock'"Gypsum Fiber Roof Board. Base sheet: GAFGLAS*#80 Ultima Base Sheet,Stratavene Eliminator Nailable Venting Base Sheet,Ruberoide 20,Ruberoid®SBS Heat-Weld'"Smooth or Ruberoid®SBS Heat-Weld'" 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS*Ply 4,GAFGLAS*FlexPly 6,GAFGLAS*#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the lap staggered and in two rows 12"o.c.in the field. (Maximum Design Pressure-45 psf.See General Limitation#7) GAFGLAS®Ply 4,GAFGLAS*FlexPly"`6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec'" #12 Fastener or Drill-Tec"'`#14 and Drill- Tec 3"Steel Plate,Drill-Tee AccuTrac*Flat Plate or Drill-Tec AccuTrac*Recessed Plate 12"o.c.in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c.in the field of the sheet. (Maximum Design Pressure-45 psf.See General Limitation#7) 00_00_ GAFGLAS®Flex Ply 6,GAFGLAS*#75 Base Sheet or any of above base* is attached to deck with approved ann ar nails an R caps at a fastener spacic jro£9"o.r* • •r..v• at the 4"lap staggered and in two rows 9"o.c.in the field. *00:00 (M See Gener anon#� 0 0000 . GAFGLAS®#80 Ultima Base Sheet,Ruberoid*20,Ruberoid®Mop Smoo , 0 e sheet go attached to deck with approved l''/"annular ring shank nails and inverted 3" Lplate ate 0• 0 fastener spacing of 9"o.c.at the 4"lap and in two rows staggered with a fw6j lgacing of 0 9"o.c.in the center of the membrane. • • • • . . (Maximum Design Pressure—60 psf.See General Limitation#7) •••••• GAFGLAS*#75 Base Sheet or any of above base sheets attached to deck with brill-Tec #12 Fastener or Drill-'Pec #14 Fastener and Drill-Tec'`3"Steel Plate,Drill-Tec'" 0 0 AeeuTrac®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 Pressure—60 psf.See General Linen#7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec'"insulation plates at a fastener spacing of 9"o.c.at the 4"lap staggered in two rows 9"in the field. (Maximum Design Pressure—60 psf.See General Limitation#7) NOA No.:13-1022.15 g Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 14 of 16 I i ® I Fastening Options: GAFGLAS #75 Base Sheet or any of above base sheets attached to deck with Drill-Tee" (Continued) #12 Fastener or Drill-Tec#14 Fastener and Drill-Tec'"3"Steel Plate,Drill-Tec'" AccuTrac®Flat Plate or Drill-Tec"AccuTm a 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. (Mwctmum Design Pressure—75 psf.Ser General Limitation V) Ply Sheet: One or more plies of GAFGLAS®Ply 4 or GAFGLASO#80 Ultima Base Sheet adhered in a f��mopping of approved asphalt applied within the EVT range and at a rate of 20-40 sq. Cap Sheep (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCV-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 most be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq.and 3001bs./sq.respectively in a flood coat of aXproved asphalt at 60 lbs./sq. Maximum Design 2. Topcoat Surface Seal SB applied at Ito 1.5 gal./sq. i Pressure: See Fastening Options I •••••• • •• •�94•1. • NOA No.:13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 15 of 16 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS'o Ply 4 and GAFGLAS's Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/+"DensDedem Roof Board or'A"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LENIITATIONS: 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 20401bsJsq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. ' 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12"diameter circles,24"o.c.;or strip mopped 8"ribbons in three rows,one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable.A 6"break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 IbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf. 5. Fastener spacing for Insulation attachment is based on a Minimum Characteristic Force (F)value of 2751bf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below 2751bf.insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum•• • fastener resistance value in conjunction with the maximum design value listed within a specific syst:me`Should ae , fastener resistance be less than that required,as determined by the Building Official,a revised fastgxlelFnaing, ; •. �; prepared,signed and sealed by a Florida Registered Professional Engineer,Registered Architect,o{&fiajered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resist 'vWue ••• taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing ftgWtlon .""' ..... Standard RAS 117. • ...... . ... ..... 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas aMtener`*9` : •••••• densities shall be increased for both insulation and base sheet as calculated in compliance with Roo Alplication • • 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 refejre4 Vthin• ;....; this NOA,General Limitation#9 will not be applicable.) •• ;•; • 8. All attachment and sizing of perimeter milers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners).(When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61020-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE OEM NOA No.:13-1022.15 Expiration Date: 11/04/18 • Approval Date: 11/06/14 Page 16 of 16 TGFU.R14153 -Roofing Systems Page 1 of 50 � ONLINi ciinynunans ninmToRY TGFU.R14153 Roofing Systems Pace Bottom Roofing Systems See General Infarmetion for Roofing Svstems GAP R14153 1361 Alps Rd Wayne,NJ 07470-3700 USA 'Ruberold®20"or'Ruberold®20 HT"or'Ruberolde Modified Base Sheet'may be utilized as an alternate to Type G2 base sheets In any of the following Classifications. 1/2-in.thick(minimum)gypsum board or 1/4-in.thick(minimum)Georgia-Pacific Gypsum LLC'DensDeck®Roofboard,"'DensDeck Prime® Roofboard"or'DensDeck DuraGuard"Roofboard'may be used In any existing noncombustible deck Classification.When this is done,the resulting roofing system is acceptable for use over combustible(15/32-In.thick minimum)roof decks.However,the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC"DensDeckO Roofboard,"'DensDeck Prime®Roofboard"or"DensDeck DuraGuardTM Roofboard"are to offset a minimum of 5-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. Multiple plies of"GAFGLAS®Ply 4'or"TM-Ply*Ply 4"or"Tri-Ply@ Ply 6"may be adhered to Georgia-Pacific Gypsum LLC"DensDeck®Roofboard," III "DensDeck Prime®Roofboard'or'DensDeck DumGuard7°Roofboard'in hot roofing asphalt. "EnergyGuardTM Ultra"Is an acceptable alternate to'EnergyGuardm RF"In any applicable Classification. "GAF StratavenW Eliminator^"Venting Base Sheet(Nallable)"may be mechanically attached or hot mopped over noncombustible decks and as a recover over exhsting roof systems. "GAPGLJIS®Perilbe Insulation'may be utilbed as a cover board over'EnergyGuardTM RF"Insulation In any of the following systems. Unhass otherwise Indicated,the roof insulation Is mechanically fastened,adhered with hot mopping asphalt or UL Classified urethane Insulation adhesive.Polystyrene referenced in any of the following ClassifIcatlons include"EnergyGuard"EPS Insulation". Unless otherwise 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. 000.0• References to glass fiber Insulation Include`EnergyGuard Fiberglass Insulation". • • � • • • 0;000•• "EnergyGuard-Tapered'Is an acceptable alternate to"EnergyGuardTM"In any applicable Classification. '••• • • • . • ASPHALT PELT SYSTEMS WITH HOT ROOFING ASPHALT "6:0 ' " •••••• 0000•• . � � 0000•• Type G2 asphalt glass mat base sheet("GAFGLAS®#75 Base Sheet!or'TH-Ply®#75 Base Sheet°,er'GAFGLAS®#80 ULTIM/n Is a suitable • • • alternate for Type 01 asphalt glass fiber ply sheet("GAFGLAS®Ply 4'or"TH-ply®Pty 40,or"GAFGLAS®Ply 60)In the Class A.&w C roof 4WeM* • • • ndlcated below. •••••• • ••• ••i••' rhe roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet'GAF Stratavent®EIIminatoP•Venting Base`Deet •'••..• 'Perforated)"or"GAF Stretavent®Eliminator'"Venting Base Sheet(Naileble).'Perforated base sheets to be loose laid or fully a0hared with hot npoflng .' asphalt and nallable base sheets are to be mechanically attached granule side down. • • • . • • 0 • 00.0.0 0000•• %s an option Type G2 asphalt glass mat base sheet("GAFGLAS®#75 Base Sheet'or'TrI-Ply®#75 Base Sheet"or"GAFGLLAAS®#80 ULTIMPf or"GAP • • itratavent®Eliminator"Venting Base Sheet(Nallable)"maybe substituted for Type G1 asphalt glass fiber ply sheet(", PdUS6 Pty+4"or"=ri-ftVj0 ' Sly 4"or'GAFGLAS®Ply 64)as the nailed base ply In the following systems. lottom ply or base sheet may be solid mopped,spot mopped or mechanically fastened. )nless otherwise indicated,all insulations may be hot mopped or mechanically fastened. GAFGLAS®Flashing'or"Ruberok!®"may be used for flashing In any of the Class A,B or C systems listed below. Vhen'perw is referenced,this includes'GAFTEMP PERMALITE®"or any other UL Classifted periite insulation. :rushed stone or slag are suitable aitemetes for gravel In any of the Clara A.B or C systems listed. structural cement fiber building units are considered suitable to be Included as a deck in the following Class A,B or C systems listed over C-15/32 or IC. he use of gypsum board under any of the following Class A,B or C systems does not adversely affect the rating.The use of'i&-In'minimum thick ypsum board Is an a ptable alternate for minimum Insulation over GIS/32 thick roof decks. p://dateLbase.uLcom/cgi-bin/XYV/template/LISEXT/lFRAME/showpage.html?name=TGFU.Rl4l 53&cc... 2/17/2015 TGFU.R14153-Roofing Systems Page 2 of 50 The use of polystyrene Insulation board between minimum%-In.thick periite board and deck with rosin paper(peHlte/rosin paper/polystyrene/peNlte) is&suitable slltemata for poiylsocyanurate board In the following Class A,B or C systems, "EnergyGuard'"RA'or'Tapered EnergyGuard"RA-,or'EnergyGuardTM Composite RA"may be substituted for any Atlas Roofing Corp, polylsocyanurate Insulation In any of the following Classifications. Trumbull"Penna Mop"may be utilized with any of the following'Asphalt Felt Systems with Hot Roofing Asphalt'. -GAFGLASO#80 Premium Base Sheet'may be used in any of the following systems. 'GAFGLASO Flex Ply 6"and"TH-Ply®Ultra-Flexible Ply 6"are suitable alternates to"GAFGLAS@ Ply 61. 'GAFTEMP Permalite Recover Board'may be used in lieu of any perllte 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®Flreshleid MB"at 21fa to 3-gal/100-fts, "Ruberold®Dual Smooth"may be used as an alternate to'Ruberoid@ Mop Smooth"or-Ruberold@ 20"or"Ruberold@ 20 HT". "Ruberold®Mop Smooth 1.5"may be used as an alternate to'Ruberold®Mop Smooth". Class A,s and C Hot roofing asphalt,for use with organic and glass felts or modified bitumen membranes. "Ruberold®Heat Weld'SBS roofing membrane may be used In lieu of'Rubercid@ Mop"SBS products In any applicable Classification. Class A 1.Deck:C-15/32 Inclines 3 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or periite/poiylsocyanurate composite or peHite/urethane composite or wood fiber/polylsocyanurate composite or phenolic,any thickness. Ply Sheet:—Three or more piles Type G3 or"GAFGLAS@ Ply 4"or"Tri-Ply®Ply 4'or'GAFGLAS@ Ply 6"hot mopped, Surfadn0:—Gravel. 2.Deeks C-15/32 inclines 2 Insulation(Optional):—One or more layers peHlte or wood fiber or glass fiber or polylsocyanurate or urethane or perliWpoiylsocyanurate composite or perlite/urethane composite or wood fiber/polylsocyanurate composite or phenolic,any thickness. Ply Sheets— Three or more plies Type G1 or"GAFGLASG Ply 4"or"TH-Ply®Ply 4'or"GAFGLASO Ply 61. Cap Sheet:—one ply Type G3*GAFGLASO Mineral Surfaced Cap Sheet"or"Trl-Ply®Mineral Surfaced Cap Sheet"or"GAFGLASO EnergyCep"'BUR Mineral Surfaced Cap Sheet". 3.Dada NC Incline:2 Insulation(Optional):—One or more layers periite,wood fiber,glass fiber,polylsocyanurate,urethane,perlite/polylsocyanurete mmpa bite, perifte/urethane composite,wood fiber/polyisocyanurate composite,phenolic,2-In.maximum. •.•••• Ply Sheets—Two or mora plies Type G1'GAFGLAS@ Ply 4',"Tri-Ply®Ply 4'or"GAFGLASO Ply 61. • • • ...... Cap Sheet:—One ply Type G3"GAFGLASO Mineral Surfaced Cap Sheet"or"Tri-Ply®Mineral Surfaced Cap Sheet"ori'GAF&AS@ •• • .' EnergyCapTM BUR Mineral Surfaced Cap Sheet. 0 • • 000.00 0 •• 00.00• • 4.Deck:C-15/32 Inclines 1 •••••• • • • •0986• sup,sheet(Opuenan:—Red rosin paper,nailed to deck. 0000 6 :**so* •6 e 6• Insulation(Optional)s—Any thickness peHite or wood fiber or glass fiber or polylsocyanurate mechanlcally fastene�grp jbered wltb Oji" • • Inc"OlyBond Fastening System"or any UL Classified Insulation adhesive. • • • • • *Sege Base Shafts—One ply Type G2"-QAFGLAS *75 Base Sheer or"Tri-Ply®e75 Base Sheet'(may be nailed). •' •' •• • •••••• Ply Sheets— e or m re les G1 GA LASV P 4 or"TH-Ply®Ply 4'or GAFGLAS@ Ply 6", •••• • • •e Cap Sheet:—One ply Type G3" e 1 CaD Sheet'or'Trl-Ply®Mineral Surfaced Cap Sheet"or-GAFdLAS® • • ..88:8 EnergyCaom BUR Mineral Surfaced Cap Sheet'. e•e.e. Surfadnq(Optional):—"TOPCOATG EnergyCote*"Elastomeric Coating"applied at a rate of 2-gal/100-ft=. ••6••i •• ••• e e•• S.Decla NC incline:3 e•. Base Sheets—One ply Type G2'GAFGLASG#75 Base Sheet'or'Tri-Ply®#75 Base Sheet". Ply Sheet:—One or more piles Type G1"GAFGLAS@ Ply 4'or"TH-Ply®Ply 4"or"GAFGLAS@ Ply 6". Cap Sheets—One ply Type G3"GAFGLASO Mineral Surfaced Cap Sheet'or"Trl-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLASO EnergyCapTM BUR Mineral Surfaced Cap Sheet." 6.Deck:C-15/32 Inclines 2 Insulation:—One or more layers perlits,glass fiber,polylsocyanurate, urethane,periite/polyisocyanurate composite, perllte/urethane composite,phenolic,1 In.minimum(offset a minimum of 6-in.from plywood deck joints). Base sheet:—One or more piles Type GI or Type G2 or Type G3. Membrane:—One or more plies"RuberoklG Torch Smooth"or"Ruberold®Torch Granule"or"Ruberold®Torch Granule Pius"or'Ruberold@ Mop Smooth"or"Ruberold@ Mop Smooth 1.S"or"Ruberold@ Mop Smooth Plus'or"Ruberold®Mop Granule"or"Ruberold®Mop Plus Granule or"ROOFMatch11 SBS Modified Granular"or'Trl-Ply®SBS Modified Bitumen Membrane"or"ROOFMatch m APP Modified Granular'or"Trl-P" TP-4G"or"Trl-Pty@ TP-4'or"RubeMId1@ Dual Smooth". tp://datELbase.ul.com/cgi-bin/ `W/template/LISEXT/1FRAME/showpage.httnl?name=TGFU.R14153&cc... 2/17/2015 i sMAalaa MIAMI DADE COUNTY,FLORIDA MMO-DADE FLAGLHR BUILDING BUILDING CODE COMPLIANCE OFFICE(SCCO) 140 WEST FLAGLER STREET,$MITE 1603 PRODUCT COWROL DIVISION MIAK FLORIDA 33130-1563 NOTICE OF ACCEPTANCE(NOA (305)375.2901 FAX(305)373.2908 ) Entegra hoof Tile,InG 1289 NE 9a'Ave Okeechobee,FL.34972 SCm: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(MORA)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 Division(In Mond Dade Courtly)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 mamter, the manufacturer will incur the expense of such testing and the AHJ may immediately revolve,modify,or suspend the use of such product or nsaterial within their jurisdiction. BORA reserves the right to revoke this acceptance,If it is determined by Miami-Dade County Product Control Division that this product or maWal 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Plantation Roof Tile I LABRU NG:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and fol lowing 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 thdreCha b%en ao% ••°.•• change in the applicable building code negatively affecting the performance of this product; " . '° •e TERMINATION of fibs NOA will cow after the expiration date or if there has been a revision ar dbnuge in the ,• •`• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsemest atarty . ;'••°; product,fbr salts,advertising or any other purposes shall automatically terminate this NOA.FaiItine.to.comply:`•••• ..... with any section ofthis NOA shall be cause for termination and removal of NOA. ...... . ... ..... The NOA number preceded by the words Miami-Dade County,Florida,'and'followed fry' •••• • the expiration date maybe displayed in advertising literature. If any portion of the NOA is displ 11en it shall'. .°.e:• be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or Llst butor`. :'•'• and shall be available for inspection at the job site at the request of the Building Official. This revises NOA No. 10-0904.15 and consists of pages 1 through S. The submitted documentation was reviewed by Alex TIgera. e4z?e-- NOA No.t 10-1202.01 E:pirsflon Date:12108AS I IBM= Approval Date:12/30/10 Page I ors ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1.SCOPE: This renews a roofing system using Entelp"Plantation" concrete roof tile, as manufactured for Ertegra Roof Tile, Inc. in Okeechobee, FL as described in Section 2 of this Notice of Acceptance. For'the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed In section 4 herein. The attachment calculations shall be done as a moment band system. 2.]PRODUCT DESCRIPTION: Manafactnred by Test Product Aon ph= SoealScations Deseriotion Plantation Tile Length: 1611P flat concrete rooftile for direct deck or Width: 13" TAS 112 batten nail-on. Trim Pieces Length:varies Accessory trim,concrete roof pieces for Width:varies TAS 112 use at hips,rakes ridges and valley :*00:0 Thickness:varies terminations ;ee••• • •••. • • • • 690669 • ee • 3. LIMITATIONS: """ :....: 3.1 Fire classification is not part of this acceptance. se * •••••• 3.2 For mortar or adhesive set the applications,a static field uplift test in accordan"•wAih •• 00: ..:..' TAS 106 may required,refer to applicable building code. *Geese '••' : ...... 3.3 Applicant shall retain the services of a Miami Dade County Certified Laboratpt y p: perform quarterly test in accordance with TAS 112,appendix'A'.Such testing shall'be ;...0, •••••• submitted tothe Building Code Compliance Office for review. ; ••• :•••• 3.4 Minimum underlayment shall be in compliance with the applicable Roofing •• .• :• • Applications Standards listed section 4.1 herein. •• • 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless shed 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: 41 Entegm Roof Tile,Inc.'s Plantation Flat Tile and its components shall be installed in strict compliance with,Roofing Application Standard RAS 118,119,&120 4.2 Data For Attachment Calculations NOA No.:10-12W.01 Expiration Date:12/08/15 Approval Date: 12/30/10 Pate 2 of 5 Table 1: Average Weight(W)and Dimensions(I x w) Tile Profile Welght-W(Ibf) Length-I(ft) 4itlldth-w(ft) Plantation Tile 1 11.6 1.378 1.08 Table 2: Aerodynamic Multi tiers -A, ft3 Tile jL(ft3) ;L(ft3) Profile Batten Application Direct Deck Application Plantation Tib 0.2670.289 Table 3: Restoring Moments due to Gravity-M Tile (it-Ibf) Profile 2":12" 3":12" 4":12" 8": 12" g": 12" Greater than 7":12 BattensUii-a Battens Dired-F Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Dook Deck Deck Plantation 7.22 7.91 6.85 7.79 6.78 7.67 6.61 7.52 6.44 7.32 6.26 7.04 Tice Table 4: Attachment Resistance Expressed as a Moment-Mi(ft-lbf) • For Nall-On Simtems Tile .Fastener Type Direct Deck Direct Deck 133tteus :•. •. •, Profile (Min 15132" (Min. ISM" '":" •• •••••• plywood) Plywood) •••••• • Plantation Tile 2-10d RkV Shank Nails 30.0 38,1 1 ••••• . . 1-10d Smooth or Screw '• ••• •• • Shan Nall 7.3 9.8 •••4.g 9.. ...:... :.' 2-10d Smooth or Screw 14.0 18.8 7.4: ....:. Shank Nails •••••• 1#8 Screw 30.8 30.8 •4 ••• :••••� 2#8 Screw 51.7 51.7 24.4 • 1-1Od Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Cti 1-1Od Smooth or Screw 19.0 19.0 22.1 Shank Nall ve C#13) 2-10d Smooth or Screw 35.5 36.5 34.8 Shank Nails(Field Clio) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave CI 2-10d Ring Shank 50.3 65.5 48.3 Nails -T 1 installation with a 4"ale heath and fasteners are bated a minimum of 24&from the lea of tNe. NOA No.:10-1202.01 Expiration Dates 12/08/15 Approval Data:12/30/10 Page 3 of 5 Table 6: Attachment Resistance Expressed as a Moment Mr(ft-lbf) For Two Pa Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Adhesive 31,3 2 See manufactures component approW for installation reawrements. 3 Flexible Products Company'Tleeond Averagewelghts per petty 13.9 grams. Folylbem Product Inc Average yweW per paW 8 gram& Table 6; Attachment Resistance Expressed as a Moment-Mr ff 4bf) For 31n Is P Adhesive Set Systems Tile Profile Tile Application Minimum Attachment PoTM Resistance Plantation Tile Po o*M 118.940.4 4 Lo d tof tawmw 4—s of Po m. 5 MadWpqddyokwmmtar24ammoofPolyPromv. Table 7:Attachment Resistance Expressed as a Moment-Mr(ft4bf) for Mortar Set Systems Tile Profile Tile Application Attachment ;...;. Reslsta Ce.•� ••••:• Sees c mortar manufacturer's Notice of Acceptance. IV. •. •. .. 6669.. 6666.. S, LABELING •••••• 6666 5.1 All Was shall bear the imprint or identifiable marking of the manufacturer's naive Sr logo 6 • as seen below or following statement; "Miami Dade County Product Controlfe Apjxq;ad" 6••: •• • 5.2 Enters Roof Tile, Inc.'a Plantation Roof Tile bears the following markingV.VV% "E" . USA,"B',Entegra"E",where the B is a stylized logo. • 6666.. 6. BUILDING PERNIIT REQUIItENIENTS •••••• .. 6666 61 Application for building permit shall be accompanied by copies of the following; •• 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code is order to properly evaluate the installation of this system. 7. MANUFACTURING LOCATIONS 7.1 Okeechobe%IFL MOA No.:e:12/ .01 Expiration Date:12lo8/15 Approval Date 12/3ollo Page 4 of 5 1PROFILE DRAWING PLANTATION FLAT CONCRETE TILE 16 - 0000.. 0000.. 0000.. .0 . 0000 600 . .••... 0000 s 0000• v • 64•60. . ... 00000 ::.::o • •• •• • 0000•• END 4F THIS ACCEPTANCE •••• • 0000.. . . .0000. . •• . • •0. . . 00 . NOA Noss 10-1202.01 Expiration Date:1=3115 Approval Date:12/30/IO Page 3 of 5 PRODUCT CONTROL SECnON DEPA1 '!'OFPERA�fa,>�NYIROH11DiNT,AND RBOUIaTORXAFFATRS(PFdtA) I laOS SwZ6 BOARD AND CODE ADMXUSl'RATION DIVISION Miami Floes 3.RRo=2 474 NOTICE OF ACCEPTANCE(NOA) T(786j 3L5-TS90 F(78ry 315.2799 nnidada or/oara sur company 3M Center BWldbng 0220-0&&06 St.Fau L MN.551441000 SCOPE: This NOA is being issued under the applicable rules and regulatIone governing the use of cooshvation materials.The submitted has been reviewed and accepted by Mismi-Dade County PMtA-Product Control Section to be used In Miami Dade County and Wier areas where allowed by the Authority Having Jurisdiction(AHJ). T1uis NOA shall not be valid aft the expiration date stated below. The Miami Dade County product Control Seedon(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have ibis product or material besW for quality,assurance purposes.If this product or material Edd to perform in the accepted manner, the manufaettuer will incur the expanse of such testing and the AHJ may immediately revolts,mo ft or suspend rho use of such product or material vd&in their jurisdiction. PERA reserves the right material fails team �N it is determined by Miami Dade County Product Control Section that ft product or requirements ofthe 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 Hanicane Zane of the Florlda Building Code. D&4CRIPTION:3MM2-Component Foam Roof TIIe Adhesive AH 160 •: .. LABELING:Each unit shall bear a permanent label with the •.•••• •• •�•••• �s q����� /�� �,Y� Dmttui'aetnrer's name ar to cI}� �M y� statement~ d�ilami D�County Product Control Approved,, �, 1,•►W6G and 0 0 0 • ....: pprave .unless otherwise noted herein. •••• . . ...... ....ROMW . ..... AL of this NOA shall be considered ager A renewal application has been filed and there has bewgq eftfte s• :0: .+..• in tate applicable building code negatively affecting$ue performance of this product. .. .. .. . ....... TUIVIUATION of this NOA will occur ager the •••"• •' expiration date or if then has been a revision or change in the: � ••••±• materlais,are,and/or manufacture of the p aluot or prods.Misuse of this NOA as an endorsement of 1, far :••••• sales,advertising or any O&u pturposes shall automa6aelty terminate this NOA.Failure to comply with� r, • ••• ::see*: this NOA shall be cause for tem9nation and removal ofNOA. y eIIY a ioh of . A.DVERTZ9ExaMT: 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 in its entirety. ,then 3t shall be done 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 tate job site at the request of the Building Official. This renew3 and revises NOA#11-0124.04 and consists ofpages 1 through 7. The submittal documentation was reviewed by Alex Tigers NOA Na:12-0228.18 EVintion Date:05/10/17 Approval Date;05/10/12 page 1 of 7 i RooMG COMPONzNT APPROVAL: Category: Rao Bob Category" Rooftne adhesive Materials: Paburatheue SCOPE: This approves cdon311FM2 Component described is Section 2 Foam Roof 711e Adhesive AH 180 as manufactured by 3M Company as of this Notice of Acceptance.For the locations where the design press=requirements,as detenmlaed by applicable building code,does not oxeeed the design pressure values obtained by calotdaflons in compliance with Roofing Application Standard RAS 127,for use with approved ft low,and high profile roof tiles system using?-Component Foam Roof The Adhesive AR-160.Where the attachment calculations are lane as a moment based sy stem for atngle patty placnent,and as an uplift based system for double patty systema PRODUCTS MANUFACTURED BY APPLICANT: Frodu e e TM JProductDmcrtntiob catlona 3MIM 2to Adked" Foam .N/A TAS 101 TWO component polymathane foam adhesive RoofT�laAdhesiveAH 160 F6amDlspRT7l000 N/A Dispensing Equipment PrdFad*30 dt 100 N/A Dispensing P Equipment . PRODUCTS MANUFACTURED BY OTEMRS; • Any Miatni4Dade Catmty product Control Accepted Roof Tile Assembly having a current NOA which list• >t •,•• .••I• resistance valises with the nae of 2-Componemt Foam Roof Tile Adhesive Ar-1-1 60 ••o••• roof tfte adhesive. goes • • 0*0000 06:969 MANUFACTURING LOCATION: •• •• ,• ••••• 1. Tomball,TX. see 0 go •• . . . . ...... PRMCAL PROPUTZS: zw • • i••••• so Results *.so••o • Density ASTM D 1622 1.6 lbs./W Compreasive Straw& ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Stfu*& ASTM D 1623 28 PSI Parallel to rise Wdw Absmpffon ASTM D 2127 0.08 Lbs Te Moiatm Vapor Transmission ASTM B 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07°1.Volume Change @-40°F,,2 weeks +6.0%Volume Change®15rF.,I00'/o Humidity,2 weeks Closed Cell Coated ASTM D 2856 g6°A , NOA No.:12.02ZLll Ezpiratton D®tet 05/10/17 Approval Dow 05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are snbject to normal manufacturing variation. EVwZNC18,gIM IITTED: Trott Tat I— deer Test Nam e/Rc rt Date Center for Applied P.6glneming #94-060 TAS 101 257818-IPA TAS 101 04/08/94 25-7438-3 SSTD 11-93 IV16196 2S-74384 10425/9S 25-74387 SSM 11-93 11/02/95 M0esLaboratories 25-7492 SSTD 1I-93 NB 589-631 12/12/95 Polymers Division ASTM D 1623 02/01/94 Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Resomh hwb to 01-6743-011 ASTM E 108 01-6739-062b[l] ASTM B 84 11/16/94 Testy � 7050.02.96-1 TAS 114 01/16/95 03/14/96 Calotex Corp.Taft SaNices S284S4-2-1 528454-9-1 TAS 101 10)23/98 S28454-10-1 520109.1 TAS 101 12/28/98 S20109.2 S20109-3 •••••• S20109.6 •• •• • S20I09-7 •••••• •• •••••• 520191-1 TAS 101 ' 520109-2-1 03/4=% ••••; 'LaWATIONS! ...... ... ..... .. .. .. . L Fire r-laufficatlon Is not part of this acceptance.Refer to ...... the Prepared Roof Tile Assembly for lire rat�n'�:': • Z. 3I 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flats low.&high t0 0 proles •••• • . �..... 3. Minimum underlayment shall be 3n complieaoe VVM the Roofmg Appg�on S%ndatd RAS 120. '••' ... •••• 4. Roof Tile meaufactnte�s acgldring as mce for the use of 3Mrx 2-Component Foam Roof Tile Adhesive AA • 160 rooftlle active with their the assemblies shall fast in accordance wilh TAS 101. S. Roof M M=dROMM aaqu$ing acceptance for the use of AANDI-STICK .of the adhesive with their tale assemblies shell fast In accordance with TAS 101 wlth section.10.4 as modified herein. F —W 2 MS . NOA No.:M0228.18 Expiration Date:05/10/17 Approval Date:05/10/12 Page 3 of 7 xNSTALLATION: 1. 3MIN 2-Component Foam Roof Tile Adhesive AH 160 may be used with any roof file assembly having a auaw NOA that lists uplift raslstanee values with Ore use of 3MTa,2-Component Foam Roof Tile Adhesive AH 160, 2. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 shall be applied to compliance with the Component APPNeadOn section and the correspeutding placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTK 2tomponent Foam Roof The Adhesive AH-160 shall provide sui$cient attacbment readsb&M UP:essed as an uplift based system,to meet or exceed the uplift resistance determined in Oompliancce with MiaQd Dade County Roofing Application Standards W 127. The adhesive attachment data is noted in the roof tale asaemWNOA. 3. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS40tona. 160 Operating and 3M Company's 3MTm 2-Component Foam Roof Tile Adhesive AH and Maintenance Booklet. 4. mon must be by a Faotary Trained'QudMOd ARAoat a approved and licensed by 3M Company. 3M Campaay shall RP*'LU of approved applioators to the authority having jurisdiction, S. Calibration of the Foam Dispenser RTP l 000 dig equipment is required before application of airy adhesive, The mist ratio between the"A"component and the"Do component shall be maintained between 1.0-1.15(A):1.0 (B)• The diaPense timer shall be act to deliver 0,0175 to 0.15 pounds per tale as determined at oahInticn. No other settings shall be approved, 6 3MTm 24omponent Foam Roof Tile Adhesive AH 160 shall be applied with Foam D FroPackM 30 It 100 dispensing equipmeant,only. �P�es RTF1000 or T. 3M=2-Component Foam Roof Tile Adhesive AR-1 60 shall not be exposed permatt ady to sunlight & Tiles must be adhered is fleshly applied afesive.Tile must be set within 2 to 3 minutes after 3Mcr;2 , ••• • Component Foam Roof Tile Adhesive AH-1 60 hes been dispensed. •••••• 9. 3Mm 2-Component Foam Roof Tiie Adhesive AH-160 placement and minimum • PattYweightshaflbe19•• •• •••••• accordance with the Placement Details'herein. Each geaoeric tile profile requires the specific placxme>t noted • herein. •••... .0.. . 0000.. 0000 . Soso. Table 1:Adhesive Placemeaat For EaeltGeneric Tile Proffie .• ;•e •• ••'; Tile i1'roffia Plum •• SgPaddyWeight addy •• •• •••••• W'eYr--t.�san • Mtn.(grams) Paddy Min.(gmmjfria LOW Mzh Proffies #1 35 •Go o 0 ifl Proft Plece Barre #1 17/aide on and 34 A •••••• N/A .. ... Phit Low Proffies #Z 24 • •• • Flat Lcm Ebb Perles #3 N//A NOA No.:1240228.15 Expiration Date.03/10/17 -40 Approval Data,05/10/12 Page 4 of 7 LABELING.- All ABELING:All Ufm 2-Component Foam Roof Tile Adhesive AH-16o containers shall comply with the Standard Conditions listed henhL BUMDING PERMIT REQU=XMIM.. As regtthed by the Sullding Official or applicable bnildIng system. code in order to properly evaluate the Installation of this AD=Mn PLACEMENT DETAIL I SINGLE PATTY WaMOOw MW t+dhRMuaei�N1 eeeo�aotaeeam.t t ! ►+dhteninat¢�J cow 1 t� teh. s • M • • • • lf�t�l0lgh�il�e0n•w�t � •••••• tJPladoagl�wlwbtelUwtftell •••••• GO/�d� wt +4ed11aaMtfneerAu11Q�pntwNgk1+CD1eM9h. 1A �enra • 60:966 f1a1 16��1a doel��8fe • • •• ••: •• •• so*** d t • •• • •••••• 14dxbhflpt • • MGM • •••• • • ••• i••••. y� 991Qtl1M Mr�j��MP Frot j �model r0ylanst� t1o�A�ar•� e� ► ' Fink d9ln NOA Nos 12.0228.13 mom Expiration Date:OS/1o/17 APPraval Dates 05/10/12 Page 5 of 7 ADMSM PLACEMENT DETAIL 2 SINGLE PATTY °1°� P+ddf(l�dh7lti} eanent 1 z� 1� ...... . .. ...... ...... . . .. .... . ..... .•••.e • • •• •e .. • .•e%* .•..•• 4, • • • • • 06 a 00000% &Rom •.•• • FWcb NOA No.:12-MLIS EVIneon Date,osnon7 Approval nate:OSno/u Psge 6 of 7 ADHESIVE PT AO MENT DETAIL 3 DouBLE PATTY NtR 0menph pisalle oeet,r4 �/ Ntfl throush Plaseo ennant sin Qnl�wrtrt fp►} D1s Daddyundatps . PrQQr � ��Daddyoetwea1181a • (worse) a 1 rSbr. 11� e fa. ,xa Ing undue I�re►a►t ppl�Adyy B emm an by oftlfe D� oaf F � Nd&O 4h*Ilscement i Ola belwesig MOwl • • • • �••••• 0000•• • ••e••• o •o 000,0•• • e••• • •••�••• )k J41 •0000• �••o0sIUM000,0• 0000•• • • �J� • ••• 0000• . on 2 •• •• • •• • ••s•••• •••••• e • • :0000• • • • • • an of •• • • ••• �••••: 11R meftn 0000 i B1MfOdufi• '' " F ta+�aril"only END OF THIS ACCEPTANCE MOA No.:12-0228.18 UPimt[on Dater OS/10/17 Approval Daft-03/10/12 ?Page 7 of 7 Fly _ A� DEC'2 2015 � Lf Y MIAMI' PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESIR KI )'. Miami,Florida 33175-2474 BOARD AND CODE AIMUNISTRATION DIVISION �:" T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadeeovleeoaomv Entegra Roof Tile,LLC 1289 NE 91h Ave Okeechobee,FL 34972 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (in Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material falls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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:Plantation Roof The LABELING: Each Writ shall bear a permanent label with the manufacturer's name or logo,c'ty, sat Tandolla, ingstatement:"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 th re 4as eeo e ge in the applicable building code negatively affecting the performance of this product. a � w Cr TERMINATION of this NOA will occur after the expiration date or if there has been a re isi t� r cha ige i the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endoi sern tit of pr uct, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to om i y s do of this NOA shall be cause for termination and removal of NOA. 'c ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Flori ate. o o e Y expiration date may be displayed in advertising literature. If any portion of the NOA is display�e, t e it 1® d w in its entirety. o (9 C) v Q c_ z C3 w INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or'its'dl� buiis < shall be available for inspection at theleb sate at the rac uef!f the,Building Oficial. h N n 2, u) This NOA renews NOA#14.1120.04 axd cUs1tsoo$pAge1*4thr8pgh 7. The submitted documentation was reviewed by d spae J Itodrigdiez. NOA No.:15-0721.04 Fit M20LE C Expiration Date: 12/08/20 - - Approval Date:11/05/15 ... ... . Page 1 of 7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete 1. PRODUCT DESCRIPTION Manufactured by Dimensions Test Product AiDulican Specifications Description Plantation Tile Length: 16%" TAS 112 Flat concrete roof tile for direct deck or Width: 13" battened nail-on,mortar or adhesive set applications. Trim PIeces L=varies TAS 112 Accessory trim,concrete roof pieces for W=varies use at hips,rakes,ridges and valley Varying thickness terminations. Manufactured for each file profile. 2.1. MANUFACTURING LOCATION 1. Okeechobee,FL 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date American Test Lab of South RT0624.05-14 TAS 112 07103/14 Florida Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102&PA 102(A) The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering,Inc. 94-084 PA 101 (Adhesive Set) May 1994 (Mortar Set) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108(Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs.smooth shank nails The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-76 PA 100 Walker Engineering,Inc. •• salqulltiogs Aerodynamic Multiplier March 1999 • April 1999 Walker Engineering,Inc. 25-7183 March 1995 25-7094 February 1996 25-7496 April 1996 Or ••• ••• ••Y ... • ' • . . . . . NOA No.:15-0721.04 . .. .. . Expiration Date:12/08/20 Approval Date:11/05/15 ••• •�• Page 2of7 . . . . . . . . . . . .. .. 09 . .. .. ... . . . ... . . 2.2 SUBMITTED EVIDENCE: Test Aaenev Test Identifier Test Name/Report Date Walker Engineering,Inc. Calculations 25-7584 December 1996 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999 Farabaugh Engineering and T295.11 TAS-108 10/05/11 Testing Inc. Farabaugh Engineering and T306-11 TAS-108 10/04/11 Testing Inc. Farabaugh Engineering and T279-11 TAS-108 09/23/11 Testing Inc. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set the applications,a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami-Dade Product Control office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61020-3 of the Florida Administrative Code. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... ... ... •; ;. ; NOA No.:15-0721.04 MIAMIDADE OUNr1 ••• Expiration Date:12/08/20 Approval Date:11/05/15 Page 3 of 7 000 • . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 4. INSTALLATION 4.1 Plantation Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W)and Dimensions(I x w) Tile Profile Weight-W(lbf) Length-[(ft) Width-w(ft) Plantation Tile 11.6 1.375 1.08 Table 2: Aerodynamic Multipliers-A.(0) Tile ;.(ft3) A,(ft3) Profile Batten Application Direct Deck Application Plantation Tile 0.267 - 0.289 Table 3: Restoring Moments due to Gravity-M (ft-lbf) Tile Greater than Profile 2". 12" 3":12" 4"• 12" 5"• 12" 6"• 12" 7":12" Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck Deck Plantation 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04 Tile . . . .. ... ... ... .. . .. . ... ... ... ... ... NOA No.:15-0721.04 Ma 0 * :0 Expiration Date:12/08/20 FAroi�aaaaoouNTM ��� � � � � � Approval Date:11/05/15 Page 4of7 . . . . V: . . . . . .. .. . . . .. .. ... . . . ... . . Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf) For Nall-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15/32" (Min. 19132" plywood) plywood) Plantation Tile 2-10d Ring Shank 30.9 38.1 17.2 Nails 1-10d Smooth or 7.3 9.8 4.9 Screw Shank Nail 2-10d Smooth or 14.0 18.8 7.4 Screw Shank Nails 1 #8 Screw 30.8 30.8 18.2 2#8 Screw 51.7 51.7 24.4 1-10d Smooth or 24.3 24.3 24.2 Screw Shank Nail Field Clip) 1-10d Smooth or 19.0 19.0 22.1 Screw Shank Nail Eave Clip) 2-10d Smooth or 35.5 35.5 34.8 Screw Shank Nails Field Clip) 2-10d Smooth or 31.9 31.9 32.2 Screw Shank Nails Eave Clip) 2-10d Ring Shank 50.3 65.5 48.3 Nails' 1 Installation with a 4"tile headlap and fasteners are located a minimum of 2%"from the head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf(ft-Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation The Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weights per patty 13.9 grams. 3M-2-Component Foam Roof Tile Adhesive AH-160.Average weI ht per Patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf) For Single Patty Adhesive Set S stems Tile Profile `Mie X bi$atlbd •'• Minimum Attachment Resistance Plantation The 3M'°2-Compo en4 fcVftj FW T e Adhesive AH-160 118.94 3W 2-ConVbneN FoaM Reef Tle Adhesive AH-160 40.48 4 Large paddy placement of 45 grams of 3M'w 2-Component Foam Roof Tile Adhesive AH-160 5 Medium� addy placement of 24 grams oF3Mm 2-6Mwwt FoarsR0017"Ile Adhesive AH-160. • • • NOA No.:15-0721.04 .,� t 0 Expiration Date:12/08/20 DARE COUNTY ••• • ' ' � � approval Date; 11/05/15 ... . . . .•• Page 5of7 • • • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • • w , Table 7:Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Seespecific mortar manufacturer's Notice of Acceptance. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami-Dade County Product Control Approved". OR v��7 [ENTEERA PLANTATION ROOF TILE LABEL(LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. • •• • • • • ••• • • ••• ••• ••• ••• ••• ••• : .• • •• NOA No.:IM721.04 tyl ® GO: :• •.• •.• :•: Expiration Date:12/08/20 Approval Date:11/05/15 .•• . Page 6 of 7 ••• • • • • • • . . •• •• . . . •• •• PROFILE DRAwiNG PLANTATION FLAT CONCRETE TILE END OF THIS ACCEPTANCE . .. . . . . ... . . ••• ••• ••• ••• ••• • . . • • ' • • • • • • NOA No.:15-0721.04 MWMIDADECOUNTY • •• •• • • • • •• • ' • • • • Expiration Date: MOWN Approval Date:11105115 ••. . . . . ••• • • Page 7of7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •