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RF-17-2543 - / . Permit No. RF-1 0-17-2543 Miami Shores Village Petmit Type: Roof 10000w.E.2nd Avenue ws Wo*Classification, Tile Miami Shores,FLoy1n8-0000 Per 10 t Pennit Status:APPROVED Phone: �os�y�2uo4 Issueciate:1111212017 [ Expirati,on: 05/01/2018 Project 186 NE 107 Street 1121360070170 Miami Shores, FL 33161- Block: Lot: 186 NE 107 ST. LLC Owner Information Address Phone Cell 186 NE 107 ST. LLC 501 GRAND Concourse MIAMI SHORES FL 33138- 501 GRAND Concourse . MIAMI SHORES FL33130' Contractor(s) Phone Cell Phone Valuation: $ 9,000.00 SUNCOAST BUILDERS&ROOFERS (305)436-9294 (786)541-6819 Total Sq Feet: 1665 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF TILE ROOF Classification:Residential Inspection Type: I ' Up Lift Report Scanning:3 Tin Cap Final Roof Tile 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 $5.40 Invoice# RF-10-17-65458 DBPR Fee $4.13 10/26/2017 Cash $50.00 $755.28 DCA Fee $2.75 11/02/2017 Cash $755.28 $0.00 Education Surcharge $1.80 Bond 3545 Permit Fee-New Roof $275.00 Scanning Fee $9.00 Technology Fee $7.20 05.28 Total: $8 ^ . , In consideration of the issuance to me of this permit, | agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this vennn | ovuumu responsibility for all work done uyeither myself, my agent, servants, or employes. | understand that separate vennnv an, required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. , OWNERS AFFIDAVIT: | certify that all the f9regoing i�frmation A's accurate and that all work will be done in compliance with all applicable laws regulating .construction��ze!b�e.0�OrTTf contractor to do the work stated. Novernber 02, 2017 Aut!N'6�ed!Xi Date ��^U�^��/U��n�� Copy' ' �� .� _ ~* _ -"- _ - T Miami shore' s Village 0 � soon null" Building Department 10050 N.E.2nd Avenue ��e,,, 6 Miami Shores, Florida 33138 �ORIDP' Tel`. (305) 795.2204 Fax: (305) 756.8972 RE: Permit# �� l 4 — ZS Ll 3 DATE: L 2 L�.— j INSPECTION AFFIDAVIT I L 1 S 61 J LL.S licensed as a (n) Contractor/Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: On or about 1z z V// , I did personally inspect the roof deck nailing (Date 8 time) 1 work at g 0 -4- �± W,- .\ (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) Sign ure State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this _---Z- - day of AjoQ a tp,LY JOSE FRANCISCO HERNANDEZ �Ih� 'S Notary Public-State of Florida : Commission#FF 186630 Notary Public, Sate of Florida at Large ,. ,,�o„,�A;= My Comm.Expires roar 27,tot s Bondedthrcuph National Notzry Assn. 'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#dearly shown marked on the deck for each inspection ;C ��-� Miami Shores Village Building DepartmentU201�4 �� g 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 6 2017 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-0949 Y:C tt i BUILDING Master PermitNoR-lp PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC 2/ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP I CONTRACTOR DRAWINGS JOB ADDRESS:-1 ,9(0 N ( to S�r-p-_e - City: Miami ShoresCounty: Miami Dade Zip: Folio/Parcel#: 11-7-13 G -d n'-COI 11 Q Is the Building Historically Designated:Yes NO Occupancy Type: Load: n Construction Type: Flood Zone: BFE: FFE:. j OWNER: Name(Fee Simple Titleholder): 8 6 wlI �- I o 7 LLQ Phone#: Address: 1 $ b Aj 6 ( c) `f City: /V( \ oLr)'1 \ Sjl o 4-CON State: FL Zip: *33181 Tenant/Lessee Name: Phone#: Email: PA'7��1�'�-/ V S� •►�E1 CONTRACTOR:Company Name: IJ U\ U erS c,-q.dPhone#: .705 3 c)S O 3S Address: ' City: /:�j. ('S .YY�G�_r` State: �L � Zip: 3-3 o Z 3 Qualifier Name: Lam\ 5 I7 n SCS I hq-5 Phone#: 3 0 S 3 6 cQ 3 State Certification or Registration#: CCC/-I Z 8 Certificate of Competency#: - DESIGNER:Architect/Engineer: ' Phone#: Ll Address: Gy Ci State: /� Zip: Value,_of,Workjoir„this Permit:,$_,, I oo C) Square/Linear Footage of Work: 1 t� GS `s F (��Va T��31 C�li:�'I v1�^4i q`e.i,•.° } p� ,iT,ype of.Wo�k�,E. A Addition,'i❑ Alteration El pair/Replace ❑ Demolition �DesrripUop Pft izrAYtsr;iliaKr:y;ti(trflaitt w ��,tr' // fbi�;��y014PWe gt5.1-3VI v £FFR,fl edt asflge9.At+�?'3 x yell =;�i dr1 Yti. t ,tt9I£�i i'',R6H?K�I .�� '0J<i.�••”• , Specify color of color thru tile: VJ 141-r dF Submittal Fee$ Permit Fee$ CCF$ CO/CC$ 6• � 'Scanning Fee$ Radon Fee$ DBPR$ < <I .. Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company,!�Neme{if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if p41 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. Signature I Signatur OWNS rAGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this a day of O-Fa -r-r-- 20 1 by d��''�day of 20 1 , by e`--f j C. Q who i ersonally known o i S 69, SaI Fjo f S,who is personally known to me or who has produced as me or who has produced S t-i identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: �•.,, LISA CHRISTINA FLORES r° Notary Public-State of Florida Cowleslon#f FF 194117 Sign: NAF ES Sign: orrin. n=Jan 28,2019 o ry PON-adle ul Flumd �. S . Print: S`� ��' ` Cel�irniaafmmo117 Print: L�,i3l, " My comm.Expires Jan 25.ZU19 Seal: '%;;,ash•• BaMbdiK,ou�lgRlanalNatarygtsn. Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) I r 10/25/2017 Property Search Application-Miami-Dade County OFFICt OF i HE PROPERTY" APPRAISER I M Summary Report { Generated On:10/25/2017 Property Information . Folio: 11-2136-007-0170 t 186NE107ST Property Address: Miami Shores,FL 33161-7032 Owner 186 NE 107 ST LLCr i a Mailing'Address 501 GRAND CONCOURSE + �� MIAMI SHORES, FL 33161-7032 t ; PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT a Beds/Baths/Half 2/1 /0 Floors 1 Living Units 1 Actual Area 1,722 Sq.Ft Living Area 1,152 Sq.Ft raphy„ s .t• Adjusted Area 1,381 Sq.Ft ' Lot Size 9,300 Sq.Ft Taxable Value Information Year Built 1942 2017 2016 2015 County Assessment Information Exemption Value $0 $0 $0 Year 2017 2016 2015 Taxable Value 1 $233,845 $212,587 $193,261 Land Value $232,690 $199,874 $164,822 School Board Building Value $96,118 $96,118 $96,118 Exemption Value $0 $0 $0 XF'Value $1,784 $1,808 $1,415 Taxable Value 1 $330,592 $297,800 $262,355 Market Value 92 $297,800 $262,355 City Assessed Value $233,84 $212,587 $193,261 Exemption Value $0 $0 $0 Taxable Value $233,845 $212,587 $193,261 Benefits Information Regional Benefit Type 2017 • 2016 2015 Exemption Value $0 $0 $0 Non-Homestead Cap Assessment Reduction $96,747 $85,213 $69,094 Taxable Value 1 $233,845 $212,587 $193,261 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). Sales Information r Short Legal Description Previous Price OR Book- Qualification Description Sale Page 36 52 41 PB 42-33 03/01/2008 $0 26256- Sales which are disqualified as a result of DUNNINGS MIAMI SHORES EXT NO 3 1019 examination of the deed LOT 1 BLK 208 17535- 02/01/1997 $67,500 3012 Other disqualified LOT SIZE 75.000 X124 { OR 17535-3012 02976 The'Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: t } r `SeoRFs Miami Shores Village p � Building Department 10050 N.E.2nd Avenue �?NpTRripp► Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ' ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: t !U 10 '1 `2-1` LL C Property Address: ) $(o IV I o '7 t"' }:t OLm A, S h®r c S L 33 16 Roofing Permit Number: Dear Building Official: fey certify that I am not required to retrofit the roof to wall connections of my building because: 00 e just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. r994 building was constructed in compliance with the provisions of the Florida Building Code(FBC) or with the provisions edition of the South Florida Building Code(1994 SFBC) Signature Print Name J State of Florida County of Dade The undersigned, being the first duly sworn,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this — ----day of 6 �-,/ �a•"v'""., LISX CHRISTINA FLORES Notary Public, Sate of Florida at Large .,� No Putdio-Strata of Florida N •= Commission#FF 194117 r When the just valuation of the structure for purpose f a8 pkat COm ExrplreE Jan ' '+ � � ,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building applicatiorMIN urricane Mitigation. Revised on 5/21/2009 10/25/2017 Detail by Entity Name k D P,.'�r_.ii1rrlF,n1 of State / Div_ision or Camnrgticans / Search Records / DePgil By Orcument NiarrihPr / Detail by Entity Name Florida Limited Liability Company 186 NE 107 STREET, LLC Filing Information Document Number L07000127585 FEI/EIN Number NONE Date Filed 12/27/2007 Effective Date 01/01/2008 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 05/19/2017 Event Effective Date NONE Principal Address 501 GRAND CONCOURSE MIAMI SHORES, FL 33138 Mailing Address 501 GRAND CONCOURSE MIAMI SHORES, FL 33138 Registered Agent Name&Address DUFFY, PATRICK L 501 GRAND CONCOURSE MIAMI SHORES, FL 33138 Authorized Person(s)Detail Name&Address Title MGRM THE DUFFY FAMILY LIMITED PARTNERSHIP 8 THE GREEN SUITE A WILMINGTON, DE 19901 i Annual Reports Report Year Filed Date 2015 01/21/2015 2016 02/14/2016 http://search.sunbiz.org/Inquiry/Corporati onSearch/SearchResul tD etai I?i nqui rytype=Enti tyN am a&di recti onType=Initial&searchN am eorder=186N E 107STR EET... 1/2 • 1 = I S I I VIM =-L • 1 r M •1 I I 1 I I 1 :II� ■■■rrr■s■ ■i■i■■■iii iii s.i.lw■!w.■i■i■■■■�■■ri■i!■ /■■■L&LLLL■■! ■LL:CL'■■ isi+■rCiirCCi�i':ii�'■r'llsC■i�■i:��'i'�isa nissssrsi►s s�ifA i`�iMia■iii ��'ICC'Lsi12':CiGG�■�ii-'■i: �sCCCC1.CCC:MCCs: isis■sssCCrCMCC1�arCCiii�r�`~i��MiEfFFIFFISi 0 Samos ►' Its C� 1: ■C■ !Lo iii■/■Ci■%`: Ass%�CAA:ai:C l: 1:�:C�%o%:: �� %l *11w .I I ■ r�lr ■ ■■■■ iii ■�i■ Is.s■ �■�■*ii t■ .H�' r L j,1E .. ■ s CssiC■iiisisni■ .ssC■Ci!■ �liwiw.■aCi.iC1►�IrLrrr.f.i DOW 'V ■ "I'fil■i7sw■ ■Ci i ■ rlwiili■ ■■ns■!i■ini■ Iii!■■■!! ■!i i siLis■E 5�L�iU sionwaltii ■!!■i ! wsiP!Zliwiiiiiiiwii■iiiiillsiliiii ni■i//16iii■ ■Uui■v insss�issCitsrriiC�CiiiiiiGl■"■'CiiiClsiCiiiCCr�iiniisC ritssr■ MiM �iCi�rllisiUssig' Ii7■1.'i 1■■■sisiCli i■ ■ ■■i■■■■■■■ilii■ !i ■i' \suis■■ ilii Ib ■M bi'■ i ■ iii■■ .2 Will L'1 lin■ ■lir isisCi ■■■i■iiii■i ■ ■C iC■i`1 ail■ C■ ■ IMC . 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ECs.CCCII .! iC�iiii■ �!�■ 7 ■ii s .� `■�D ■C� ■ 11 1 i� ■ •!i i■-airsiil�il'rii'r��s ■ iiiCCiCaiii esss. ifCCSC�t*:'i� a IDti�Cs■ I■s#s■ i■■s ■/i►a■■�ii■.s■ t r Florida Building Code 5th Edition (2014) r High-Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Rr- v 8 d LLC Notice of Acceptance Number: Minimum Design Wind Pressures, N Applicable(From RAS 127 or Calculations): P1: P2• P3: Maximum Design Pressure From the NOA Specific System): Method of tile attachment: , ct ka 5 I ve- n 0 Lv SO- ,yl Cj hum � * Steep Sloped Roof System Description Deck Type: S/� L Ll wv o � .. .. ype Underlaymeft V n •; : IT 5 2 2 •� er/ H•••• •• •• Roof Slope: nSuiatiOn .�.. ` .... .. .... . .. .. .. Ire Ba er• •• .. .. .. . •• ... ee Ridge Ventilation? astener Type S Spacing: t1•f� 1's 7 •. .. ••• •• (-�� dhssh►eType � �heS i-vim ype Cap Sheet: n f ,�.. U PLC) oof Covering: Mean Roof Height: Z Imciao CpnCre,� to C Type&Size Drip dge: 13X3 I Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof Sys r Fill In Specffic Roof Assembly Components Fastener Spacing for AnchodBase Sheet and Identify Manufacturer Attachment (If a component is not used,identify as'NA' Field:.'oc®Lap.#Rows_?,_@ oc Syste=— Calculations:NOA hPerimeter:6'oc®Lap,#Rows �'oCComer.�-oc®Lap,#Rows �'oc g Pmax1:,,,/e Number of Fasteners Per Insulation Board Maur.Design Pressure,From the Specific NOA systsm:_ Field 010 Perimeter Comer r1 Dedc �/ Illustrate Components Noted and Type: 5J4P Iyyl o 19 Details as Applicable: v 101, Gauge/Thiclvness: WoodblocIting, Gutter, Edge Termination. Shipping, Flashing, Continuous Cleat, Cant Slope: ��,1 Z Strip, Base Flashing, Counter- Flashing, -+� Coping,Etc. AnchorBase Sheet&No.of Ply(s): �G LS_#- ilnd cafe: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, AnchorfBase F ri J r/BorkIng ll Material Thidmess, Fastener Type, Fastener a 11 S Spacing o rers that Insulation Base Layer f� Com h�AS 111 and Cha er 16. Base Insulation Size and Thickness: e / a Base Insulation FastenedBonding Material: l 'fir a •L7 Top Insulation Layer Q'- FT. Top Insulation Size and Thickness: �( _ • Para t Heri�hR 6"'; .. : pe. Top Insulation FastenerBonding Material: Q� Q .. .. 0000.. 0000. Base Sheet(s)&No.of Piy(s): _ 00 ,0 0* •..• 0 0 0 0• Base Sheet Fastener/Bonding Material: n , •• •:••• � 0 MeeR . .. Roof . 0 Ply Sheet(s).&No.of Ply(s): HkVh0t00. .006:6 0 Ply Sheet Fastener/Bonding Material: �/� •.6 6 6 0... . • • Top Pty: F 4 Top Ply Fastened Bonding Material: Surfacing: r0/3 7 Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tle systems,choose either Method 1 or 2.Compared the vanes for M.wttb the values from,Mi.Mthe Mt values are mer than or equal to the Mr values,for each area of the roof,then the Nle attachment method le acceptable. Method 1"Moment Based Tile Calculations Per RAS 127' (P`: :` o, z��13.�7 j-Mg: 6 6 =Kyo.0 `7 NOA 11* Y s (fes —'Mg: 6 e 65 — 5, NOA f* SJ (P �+ c 1`o • -Mg: V. 5 -ms-.3 5.O 1 NOA 1V* S Method 2"Simplified Tile Calculation Per Table Below" Required Moment of Resistance(K)From Table Below 3 L• Z NOA 14* y 5� Mr Required Moment Resistance* Mom Roof He Roof slope 11 20' 2F 30' 10' MIT— 3" 36.342 UA Ng 37 4:12 30A 3U &12 211A 30.1 W2 26A 28.0 29A 30.5 .12 A 2" 2B.2 PEE, *Must be used to conjunction with a list of moment based tile,systems endorsed by the Broward County Board of Rales and Appeals. For Uplift based the systems use Method 3.Compared the values for li'waLthe ' '••• values for Fr.If the F'values are greater than or equal to the Fr vale .*(oi�ea�ch ' •••• area of the roof,then the the attachment method is acceptable. • Method 3"Uplift Based Tile Calculations Per RAS 129; �/•�• • (Pl:_Zl: a Z w:=_)—W: ZcosB:_= Frt� •.JJQAF—...• •.:.• (P=: Z 1: =_: w:——a—W: Z cos 9:_= Fri: ..'NVh F' (Pa: Z 1: _ : w:__)—W: Z cds e:_= Frs: ...NVA F' •• Where to Obtain Information Description Symbol Where to®dd • DeafgnPrce.a a PIorF2orP3 RAS 127Table l orbyaneagioeeoug by PEbasedWASCE 7 Mean Roof H Job Site Roof Slope Job Site NOA Moment due to 2MM MA NOA Attaebmam Rembbowe Mr NOA Required Moment Reddonoe me Calculated Mie AUuhmatt Fnoe F NOA ResbM— Fr Calculated &M MID W' NOA imenslow 1=1eogQt NOA w-width Ad cakubdow must be submitted to the Building Officid 2160 time oftennitamUcatiom ` MIAMH "Defiverft�Excellence Every Day" MIANII-DADS COUNTY REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. 1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics(appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance,that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. J1.Renailing wood decks: When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units(i.e. townhouses, condominiums, etc.).In buildings-with common roofs,the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. `4.Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance;therefore,roofing nail penetrations of the underside of the decking may not be acceptable. The owner pro sides the op4on Qf maintaining this appearance. .00600 0000.. .. . 66.6 _J 5..Ponding water: The current roof system and/or deck of the building mariapt drain6wali and mar-- cause water to pond(accumulate)in low-lying areas of the roof. Ponding can be an n alihion 9f s%uctur4•••- distress and may require the review of a professional structural engineer. Ponding may shorten Melife 0 0 6 0. expectancy and performance of the new roofing system. Ponding conditions may ndt 8*dvidentftW the MioWal 0000 .. 0000. roofing system is removed. Ponding conditions should be corrected. 0•,6.0 •• EEPJ6. Overflow scuppers(wall outlets): It is required that rainwater flow offeo that the MWN not. overloaded from a build up of water. Perimeter/edge walls or other roof extensions niay block W9,(Ischarge if, overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers0in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code,Plumbing. @�� .Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly(the building itself). The existing amount of attic ventilation shall not be reduced Owner's/Agent's Signature: Date: Contractor's Signature: Nmll Permit Number: Property Address: l I ourl, she p s 4 AAA MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Eagle Roofing Products LLC 1575 East C.R.470 Sumterville,FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section a (in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in thc:4rq pjed manner, the manufacturer will incur the expense of such testing and the AHJ may immediateli rmUe,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right vo i e yoke this aoc*ptancei•• if it is determined by Miami-Dade County Product Control Section that this product or materj� iN 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•BnAding todo• •••.. including the High Velocity Hurricane Zone of the Florida Building Code. •••••• 00:00 ••••• .. .. .. . ...... DESCRIPTION: Malibu Concrete Tile •••••• • . . . . ...... ....% LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,aill-stpte an4 fpllowing �•••• 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 NOA No.15-0223.19 and consists of pages 1 through 7. The submitted documentation was reviewed by Gaspar J Rodriguez. 4SA— NOA No.:16-0314.07 MIAMI•DADE COExpiration Date: 10/05/21 .e UNTY Approval Date: 06/16/16 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein.. The attachment calculations shall be done as a moment based system. 2.PRODUCT DESCRIPTION: Manufactured by Test Product • Applicant Dimensions Specifications Desedytiptw. •••••• Malibu Concrete Tile Lenght= 17" TAS 112 Low profile,interlocking,higb ressir;,-Wfuded•••�;• Width= 12 '/z" Type lb concrete roof tile equippe4#4ith three nail hole Thickness= '/2" Class Ill and double roll ribs. Fo%direet deck er battened . nail-on,mortar or adhesivt%tt applicatioeS . ••••• ...... .... ..... Trim Pieces Lenght=varies TAS 112 Accessory trim, concrete•rf3gfliieces;fQ>:Ase at •••• Width=varies hips,rakes,ridges and valla)i terminations. .• varying thickness Manufactured for each the profile. •••••• 2.1 EVIDENCE SUBMITTED: • Test Agency Test Identifier Test Name/Report Date PRI Construction PR106178 TAS 112 08/23/06 Materials Technologies Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix 1II TAS 102&TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H TAS 108 (Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) NOA No.:16-0314.07 MIAMFDADE COUNTY Expiration Date: 10/05/21 �Fggztsyjaj Approval Date: 06/16/16 Page 2 of 7 Redland Teehnologies Letter Dated Aug. Wind Tunnel Testing Aug. 1994 4 1, 1994 TAS 108(Nail-On) Professional Service 224-47099 Physical Properties Sept. 1994 Industries,Inc. TAS 112 The Center for Applied 25-7094-1 Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 (4"Headlap,Nails,Direct Deck,New Construction) The Center for Applied 25-7094-7 Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 (4"Headlap,Nails,Battens) The Center for Applied 25-7094-4 Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 (4"Headlap,Nails,Direct Deck, Recover/Reroof) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test 4MDC-76 TAS 100 ;• •;• The Center for Applied 25-7183-1 Static Uplift Testing •Feb. 1995.. •••.'• Engineering,Inc. TAS 102 0000.. 0000 0000.. (2 Quik-Drive Screws,Direct Deck) •••••• • 0000.. The Center for Applied 25-7183-2 Static Uplift Testing •....Feb. 1 195..• ***96 Engineering, Inc. TAS 102 0 0 0 0.. 0000 00:000 (2 Quik-Drive Screws,Battens) •• •• •• *see:* The Center for Applied 25-7214-2 Static Uplift Testing ;0 %March,J 995 ••• Engineering,Inc. 25-7214-6 TAS 102 0 ;••••• • . 0000.. (1 Quik-Drive Screw,Direct Deck) .. ... (1 Quik-Drive Screw,Battens) •• Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering,Inc. Evaluation Two Patty Adhesive Set System April 1999 Calculations Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,Inc. Evaluation 25-7094 February 1996 Calculations Walker Engineering,Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering,Inc. Evaluation 25-7584 December 1996 Calculations 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering,Inc. Calculations Restoring Moment Due to Gravity Sep. 2006 ATL of South Florida RT1211.03-15 TAS 112 12/17/15 NOA No.:16-0314.07 CMIAWD�ADEUZNTY Expiration Date: 10/05/21 '''• • Approval Date: 06/16/16 Page 3 of 7 P , . LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance with TAS 106 shall be required,refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112,appendix `A'. Such testing shall be submitted to the Miami-Dade County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be inst4led jn strict compliance with Roofing Application Standard RAS 118,RAS 119 and RAS 124. :""' ...... 4.2 Data For Attachment Calculations •• ••.. 0000.. ••.• •....• 0000.. Table 1: Average Weight (W) and Dimensions (I x w) • 0000 . .. 0000 Tile Profile Weight-W(lbf) Length-I (ftr..• Wjdih;w (ftp • 0000.. • Malibu Tile 9.5 1.417 : 104 • 0000.. • 0000.. Table 2: Aerodynamic Multipliers - ft3 Tile a, (ft3) X (f 3) Profile Batten Application Direct Deck Application Malibu Tile 0.305 0.282 Table 3: Restoring Moments due to Gravity-M ft-Ib Tile 3":12" 4":12" 5":12" 6":12" 7":12" or greater Profile Malibu Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck 6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 NOA No.:16-0314.07 MIAMMADE COUNTY Expiration Date: 10/05/21 •• • I Approval Date: 06/16/16 Page 4 of 7 Table 4: Attachment Resistance Expressed,as a Moment- Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Malibu Tile 2-10d Ring Shank Nails 27.8 37.4 28.8 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2#8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) •••••• 2-10d Ring Shank Nails' 43.0 67.5 .....• 9 ••;• 1 Installation with a 4"tile headlap and fasteners are located a min.of 2'/1"from head of tile. .' Table 5: Attachment Resistance Expressed as a Moment Mf(KA0. • for Two Patty Adhesive Set Systems • ...... .... ..... Tile Tile Application Minimum AtEasfirient •..... Profile ••':t sistance • Malibu Tile Adhesive 26.1' '•"•• 2 See manufactures component approval for installation requirements. 3 The Dow Chemical Company TileBond Average weight per patty 11.4 grams. ICP Adhesives Polyset®AH-160.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Siri le Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Resistance Profile Malibu Tile ICP Adhesives Polyset®AH-160 86.614 ICP Adhesives Polyset®AH-160 45.55 4 Large paddy placement of 54grams of ICP Adhesives Polyset®AH-160. 5 Medium paddy placement of 24grams of ICP Adhesives Polyset®AH-160. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set S stems Tile Tile Attachment Profile Application Resistance Malibu Tile Mortar Set' 20.60 1 Tile-Tite Roof Tile Mortar. NOA No.:16-0314.07 QLAMI-W, DADE COUNTY Expiration Date: 10/05/21 • Approval Date: 06/16/16 Page 5 of 7 $. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below),or following statement: "Miami-Dade County Product Control Approved". MONOMMIh EAIGLE, FLORIDA (LOCATED ON UNDERSIDE OF TILE) OR .. .... ...... .... ...... .... . .. ..... EAGLE FL •��'� . . . . ...... (LOCATED ON FRONTSIDE OF TILE) •• •'• MALIBU CONCRETE ROOF TILE LABEL,SUMMERVILLE PLANT NOA No.:16-0314.07 MIAMMADE COUNTY Expiration Date: 10/05/21 • �j Approval Date: 06/16/16 Page 6 of 7 f1. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by AHJ or applicable Building Code in order to properly evaluate the installation of this system. PROFILE DRAWING NAIL ROLE I jot $� • • :•r••• 0000•• 0000•• 0000 0000•• • ' pll 0000•• 0000 •• • • • • • _ • • • 0000 0000• • • • • • •. 0000•• 0000•• p • • • • •• 1:12 MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.:16-0314.07 MIAMMADE COUNTY Expiration Date: 10/05/21 • • Approval Date: 06/16/16 Page 7 of 7 F y 5. MIAMFDADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy GAF 1 Campus Drive Parsippany,NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expensesof such�ot"#iag •• and the AHJ may immediately revoke,modify,or suspend the use of such product of'ulateifal witllip.. • their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined bydlrliami bade% County Product Control Section that this product or material fails to meet the requiremt&of the • 0000.. applicable building code. •••• •• . . This product is approved as described herein,and has been designed to comply withtw•F+lorida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. .0%06 •• 0000.. .0000. . 00 DESCRIPTION: GAF Ruberoid'Modified Bitumen Roof System for Wood Decks. : 0 ...... 000:. LABELING: Each unit shall bear a permanent label with the manufacturer's name orJb;&,city:state. :*000: 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. 14-0611.01 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L.Acebo. I NOA No.: 14-1030.02 MIAMMADE COUNTY Expiration Date: 11/06/18 �L3".Ifynlj Approval Date: 11/05/15 Page 1 of 30 w � ROOFING SYSTEM APPROVAL Category: Roofing Sub-Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Matrix" 102 SBS Membrane 5 gallons ASTM D3019 Fiber reinforced rubberized cold-applied Adhesive adhesive for modified bitumen roof systems. GAFGLAS®#75 39.37" ASTM D4601 Type II asphalt impregnated and coated Base Sheet (1 meter)Wide glass mat base sheet. GAFGLAS®#80 UltimaTM Base 39.37" ASTM D4601 Type II asphalt im0pregnated a$d colted, .600.6 Sheet (1 meter)Wide fiberglass base shejt• : *0000 GAFGLAS®FlexPly'"'6 39.37" ASTM D2178 Type VI asphalt iyyyrgpated gWj felt 6666 0 (1 meter)Wide with asphalt coati6ig0:60 6 0 GAFGLAS®Ply 4 39.37" ASTM D2178 Type IV asphalt iVvmgWated:lass felt :66060 (1 meter)Wide with asphalt coating•6 • 0 600 1 ••••• GAFGLAS®Mineral Surfaced 39.37" ASTM D3909 Asphalt coated,gt ass filler mat t�0sheet Y Cap Sheet (1 meter)Wide surfaced with miroe�glkanules. 0 66 GAFGLAS®EnergyCap' 39.37" ASTM D3909 Asphalt coated,giass6fiter ma4 cap6sheet 0••0 BUR Mineral Surface Cap (1 meter)Wide surfaced with mineral granuletEdit116 6 6 Sheet factory applied EnergyCeote'"-so, 6 :**0*: GAFGLAS'Stratavent® 39.37" ASTM D4897 Fiberglass base sheet coated on bd;sides Eliminator'Perforated (1 meter)Wide with asphalt. Surfaced on the bottom side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS®Stratavent® 39.37" ASTM D4897 A nailable, fiberglass base sheet coated on Eliminator'Perforated (1 meter)Wide both sides with asphalt. Surfaced on the Nailable Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld`' Smooth (1 meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld"Granule (1 meter)Wide polymer-modified asphalt and surfaced with mineral granules. RoofMatch' 107 sq. ft. ASTM D6164 Non-woven polyester mat coated with SBS Modified Granular (9.9 m2) SBS polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld' 170 FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. NOA No.: 14-1030.02 MIAMI-DADECOUNTY Expiration Date: 11/06/18 F-11JUReim. Approval Date: 11/05/15 Page 2 of 30 Test Product Product Dimensions Specification Description Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld'Plus (1 meter)Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld"Plus FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. Ruberoid®EnergyCap'" SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld'Plus FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid®SBS 39.37" ASTM D6163 Non-woven polyester mat coated with Heat-Weld"25 (1 meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoid®Mop Granule 39.37" ASTM D6164 Non-woven polyester mat coated with (1 meter)Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid'Mop Smooth 39.37" ASTM D6164 Non-woven polyester mat coated with (1 meter)Wide polymer-modified asphalt and smooth :...:. surfaced. • Ruberoid®Mop Plus 39.37" ASTM D6164 Non-woven polyester mat Q"gd with ••.••• ••• (1 meter)Wide polymer-modified asphalt wvd;**faced with mineral granules. 000090 •• • Ruberoid®Mop 170FR 39.37" ASTM D6164 Non-woven polyester mat cdatM with Bre '•• ••;• (1 meter)Wide retardant polymer modified as;fiaalt and.••.'. surfaced with mineral granW,;s, Ruberoid®Mop FR 39.37' ASTM D6164 Non-woven polyester mat:oat"*with fire •�; (1 meter)Wide retardant polymer-modified asphalt and •'•' surfaced with mineral granu'1Cs. • *0* • Ruberoid®Torch Smooth 39.37' ASTM D6222 Non-woven polyester mat coated with ••• (1 meter)Wide APP modified asphalt and smooth surfaced. Ruberoid®Torch Granule 39.37' ASTM D6222 Non-woven polyester mat coated with (1 meter)Wide APP modified asphalt and surfaced with mineral granules Ruberoid®EnergyCap-Torch 39.37' ASTM D6222 APP modified cap membrane with a torch Granule FR (1 meter)Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCote'. Ruberoid®EnergyCap-Torch 39.37" ASTM D6222 APP modified cap membrane with a torch Granule Plus FR (1 meter)Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCote'. RoofMatch'"" 107 sq. ft. ASTM D6222 Non-woven polyester mat coated with APP Modified Granular (9.9 m2) APP polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid®Torch FR 1 meter ASTM D6222 Non-woven polyester mat,coated with fire (39.37")Wide retardant asphalt modified bitumen membrane with granule surface. NOA No.: 14-1030.02 MIAMEDADECOUNTY Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 3 of 30 • Test Product Product Dimensions Specification Description Ruberoid®20 1 meter ASTM D6163 SBS modified asphalt base sheet reinforce (39.37")Wide with a glass fiber mat. Ruberoid®30 1 meter ASTM D6163 Non-woven fiberglass mat coated with (39.37")Wide polymer modified asphalt and surfaced with mineral granules. Ruberoid®30 FR 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire (39.37")Wide retardant,polymer-modified asphalt and surfaced with mineral granules. Ruberoid®EnergyCap-30 FR 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire SBS Membrane (39.37")Wide retardant,polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid®Dual FR 39.37"(1 meter) ASTM D6162 Non-woven polyester and fiberglass mat Wide coated with file retardant,polymer- modified asphalt and surfaced with mineral granules. Topcoat®Elastomeric Roofing 1,5 or 55 gallons ASTM D6083 An acrylic,water based elastomeric Membrane membrane system designed to protect :...:. various types of roofing su4i es.; • Topcoat®MB Plus 5 or 55 gallons Proprietary Water based,low VOC primer used to •• ••• •• block asphalt bleed-througlk•.:.. Topcoat® 5 gallons ASTM D6083 Solvent based sprayable thq?m"lkstic •• .• :"' Surface Seal SB rubber sealant designed to pi'bledt and •• •••• .... .... restore aged roof surfaces an toncrease .. .. . .... a roofs reflectivity. .. FireOut-Fire Barrier Coating 5, 55 gallons Proprietary Low VOC,water-based fir4 batri$r • coating. 9 0 •'• VersaShield® 42"x 100'rolls ASTM D226 Non-Asphaltic, fire resista;t-Aerglass-••• Fire-Resistant Roof Deck based underlayment. • Protection NOA No.: 14-1030.02 MIAMMADE COUNTY Expiration Date: 11/06/18 • • Approval Date: 11/05/15 Page 4 of 30 APPROVED INSULATIONS: Table 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuard'Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard""RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuardT°'RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuardT"Perlite Recover Board Perlite recover board GAF EnergyGuardT'Perlite Roof Insulation Perlite roof board GAF EnergyGuardT'RA Composite Polyiso Polyisocyanurate/wood fiberboard GAF Insulation or perlite composite Structodek®High Density Fiber Board High density wood fiber Blue Ridge FiberBoard,Inc. Securock®Gypsum-Fiber Roof Board Gypsum board United States Gypsum Corp. APPROVED FASTENERS: 0000.. TABLE 3 • • • ••.. Fastener Product Product Manufhttufer ."•• • 000 0000 0000 Number Name Description Dimensions (With Curr0e MOA) 0000.. 1. Drill-Tec'#12 Fastener Carbon steel fastener used Various GAF*. .. in steel or wood decks. 00.00 . .. 0000.. .0.. .,.. 2. Drill-Tec'#14 Fastener Carbon steel fastener used Various GAN•� � 0 0 0 0 in steel,wood or concrete ;••;•; • decks. ...��, 0000 3. Drill-Tec'XHD Fastener Carbon steel extra heavy Various 4AF :... duty fastener used in steel • decks. 4. Drill-Tec'AccuTrac®Flat AZ-SS aluminized steel 3"x 3" GAF Plate plate for use with Drill- Tee'#12 Fastener,Drill- Tee' rill-Tee '#14 Fastener and Drill-Tec'#15 Fastener. 5. Drill-Tec' ASAP 3S Drill-Tec'#12 fastener Various GAF with Drill-Tec'3" Standard Steel Plate. 6. Drill-Tee'AccuTrace Galvalume Steel plate for 3"x 3" GAF Recessed Plate use with Drill-Tec' fasteners. 7. Drill-Tec'3"Steel Plate Round galvalume steel 3" GAF stress plate for use with Drill-Tec'fasteners. 8. Drill-Tec'3"Standard Round galvalume plated 3" GAF Steel Plate steel stress plate with reinforced ribs for use with Drill-TecT"fasteners. NOA No.: 14-1030.02 MIAMMADE COUNTY Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 5 of 30 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. 3001276 FMRC 4470 01/28/99 1B9A8.AM FMRC 4470 09/04/97 3D4Q2.AM FMRC 4470 04/30/97 OD 1 A8.AM FMRC 4470 04/01/98 Underwriters Laboratories R1306 UL 790 07/22/13 Trinity Engineering 4483.04 97-1 TAS 114 06/06/97 IRT-ARGON Inc. 02-005 TAS 114 03/01/02 02-014 TAS 114 04/08/02 01-039 TAS 114 03/01/02 Trinity)ERD G30250.02.10-2 ASTM D6222 11/11/10 G30250.02.10-3-R2 ASTM D3909 06/03/15 G31360.03.10 ASTM D6164 03/31/10 G33470.01.11 ASTM D6164 01/13/11 G34140.04.11-2 ASTM D6163 0,4/25411 ;••• •• G34140.04.11-4-R2 ASTM D4601 e/44201:5 , G34140.04.11-5-R3 ASTM D4897 0/01@0 5 ..., G40620.07.12-2 ASTM D6222 "IOM'?2 • G40630.01.14-1 ASTM D6163 OMV14 V. •. • G40630.01.14-2A ASTM D5147 Qj14 •• G40630.01.14-2A-1-Rl ASTM D6164 04MUM •• •+ G40630.01.14-2B-R1 ASTM D6164 944W15 . G40630.01.14-2C ASTM D6164 ®1/07/;4 .... G40630.03.14 ASTM D5147 03/(O/j4 • G... G43190.03.14-1 ASTM D5147 01706/14 0 G43190.03.14-2 ASTM D5147 03/06/14 G43190.05.14-R1 ASTM D5147 05/20/14 G43190.11.13-1 ASTM D6222 11/15/13 G43610.01.14 ASTM D5147 01/22/14 G46160.02.15-2D ASTM D6163 02/03/15 G46160.03.15 ASTM D6163 03/11/15 G46160.09.14-2A ASTM D5147 09/09/14 G46160.09.14-3A ASTM D6164 09/09/14 G46160.09.14-3B ASTM D6164 09/09/14 G46160.09.14-3C ASTM D5147 09/09/14 G46160.12.14-3E ASTM D6164 12/29/14 G6850.08.08 ASTM D6163 08/01/08 G6850.08.08-R1 ASTM D6164 04/14/11 G6850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 02/17/09 SC6870.08.14-R1 ASTM D3909 09/04/14 NOA No.: 14-1030.02 MIAMMADE COUNTYJ5 Expiration Date: 11/06/18 • Approval Date: 11/05/15 Page 6 of 30 � k EVIDENCE SUBMITTED: (CONTINUED) Test Auncy Test Identifier Description Date PRI Construction Technologies LLC. GAF-084-02-01 ASTM D6083 07/08/05 GAF-122-02-01 TAS 139 05/07/06 GAF-245-02-01 ASTM D6083 06/10/10 GAF-276-02-01Rev ASTM E2178 01/04/11 ASTM D6083 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF464-02-01 ASTM C1289 02/06/14 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 Momentum Technologies,Inc. AX04C9A ASTM D6162 06/01/09 . ...... .... ...... .... . .. ..... •• •• Y• • 9999•• • 9999•• • • • • • • 6.66.6 9999•• • • • •9060• • 00 NOA No.: 14-1030.02 MIAMMADE COUNTY Expiration Date: 11/06/18 • • Approval Date: 11/05/15 Page 7 of 30 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened,all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOut'Fire Barrier Coating,VersaShield®Fire-Resistant Roof Deck Protection (optional) or Securock®Gypsum-Fiber Roof Board. Anchor sheet: GAFGLAS'#80 Ultima'Base Sheet,GAFGLAS®Stratavent®Eliminator' Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld' Smooth or Ruberoid®SBS Heat-Weld?25 base sheet mechanically fastened to deck as described below. • Fastening GAFGLAS®Ply 4,GAFGLAS®F1exPly'''6,GAFGLAS®#7513#%e'Sheet or an •••0:• Options: of above anchor sheets attached to deck with approved annular r4ig,%1utnk ng"••• •••• • and tin caps at a fastener spacing of 9" o.c. at the lap staggered aadiatwo rows. • 12" o.c. in the field. •••• .. . :•'•• (Maximum Design Pressure—45 psf. See General Limitation#7j'.• • •• ••••• ...... .... ..... GAFGLAS®Ply 4,GAFGLAS®F1exPly"6, GAFGLAS®#75 B>!sa fleet or y : ...... of above anchor sheets attached to deck with Drill-Tec''#12 FVM:&*.Drill-Tee •• #14 Fastener or Drill-Tec''XHD Fastener and Drill-Tec'3"Steel PlAte,D$Ui.;. •••• • Tec'AccuTrac®Flat Plate or Drill-Tec''AccuTrac®Recessed;Plale installed 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—52.5 psf.See General Limitation #7) GAFGLAS®#80 Ultima'Base Sheet,Ruberoid®20,Ruberoid®Mop Smooth base sheet 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—60 psf. See General Limitation#7) GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec"#12 Fastener,Drill-Tec'#14 Fastener or Drill-Tec'XHD Fastener and Drill-Tec' 3"Steel Plate,Drill-Tec"AccuTrac®Flat Plate or Drill-Tec' AccuTrac®Recessed Plate installed 12"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—60 psf. See General Limitation #7) NOA No.: 14-1030.02 MIAMMDADECOUNTY Expiration Date: 11/06/18 ''• • Approval Date: 11/05/15 Page 8 of 30 • Fastening Any of above anchor sheets attached to deck approved annular ring shank nails Options: and 3"inverted Drill-Tec'insulation plates at a fastener spacing of 9"o.c. at the (Continued) 4"lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf.See General Limitation#7) GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec"#12 Fastener,Drill-Tec'#14 Fastener or Drill-Tec'XHD Fastener and Drill-Tec' 3"Steel Plate,Drill-Tec'AccuTrac®Flat Plate or Drill-Tec' AccuTrac®Recessed Plate installed 8"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—75 psf. See General Limitation #7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuard&'Polyiso Insulation,EnergyGuard''Polyiso RA Insulation, EnergyGuard"Polyiso RN Insulation,EnergyGuard'RA Composite Polyiso Insulation Minimum 1"thick N/A NPS•••• .•.•.• Structodek High Density Fiber Board,EnergyGuard Perlite Recover Board ...... .... ...... Minimum 1/211 thick N/A N/A EnergyGuard Perlite Roof Insulation Minimum 3/."thick N/A •••• •• .•.•. N/Q ... ..... . . . ...... Note: All insulation shall be adhered to the anchor sheet in full mopping of appro*..�01..4ot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft . Please refer to Roofing 2pPli*tion Standard RAS 117 for insulation attachment. Insulation listed as base layer on1P shay be usdd'••• only as base layers with a second layer of approved top layer insulation installedars•thefinal••• • membrane substrate. Composite insulation panels may be used as a top layer placed with the • polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS®Stratavent® Eliminator''Perforated Venting Base Sheet laid dry or a layer of EnergyGuar&'Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Base Sheet: (Optional)Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS®#80 Ultima'Base Sheet,GAFGLAS®Ply 4, GAFGLAS FlexPly"6,GAFGLAS® Stratavent®Eliminator"Perforated Venting Base Sheet(laid dry),Ruberoid®Mop Smooth,Ruberoid 20,Ruberoid SBS Heat-Weld"Smooth or Ruberoid® SBS Heat-Weld"25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 2040 lbs./sq. (See General Limitation#4). Ply Sheet: (Optional)One or more plies GAFGLAS®Ply 4,GAFGLAS®FlexPly"6 , GAFGLAS®#80 Ultima Base Sheet,Ruberoid®Mop Smooth,Ruberoid®20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid®20,Ruberoid®30,Ruberoid®EnergyCap-30 FR SBS Membrane,Ruberoid®30 FR,Ruberoid®Mop Smooth,Ruberoid®Mop 170 FR,Ruberoid®Mop Granule,RoofMatch"SBS Modified Granular,Ruberoid® Mop Plus,Ruberoid®Mop FR or Ruberoid®Dual FR fully adhered in an approved asphalt at an application rate of 25 lb./sq.f 15%. NOA No.: 14-1030.02 MIAMMADECOUNTY Expiration Date: 11/06/18 to Approval Date: 11/05/15 Page 9 of 30 ti t Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 4001bs./sq. and 300 lbs./sq.respectively in a flood coat of Approved asphalt at 60 lbs./sq. 2. GAFGLAS®Mineral Surfaced Cap Sheet,Tri-Ply®Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCapT''BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat®Membrane,Topcoat®MB Plus(to be used as a primer with Topcoat® Membrane)or Topcoat®Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options :000% o SSSS.. .. S Soso SSSS.. .o.o SSSS.. SSSS.. SSSS.. SSSS .. SSSS . .. SSSS. SSSS.. SSSS SSSS. .. .. .. . SSSS.. SSSS.. SSSS.. . ...... .. ... NOA No.: 14-1030.02 MIAWDADE COUNTY Expiration Date: 11/06/18 IMI • Approval Date: 11/05/15 Page 10 of 30 • Membrane Type: APP/SBS Heat Weld Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type A(2): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOut'Fire Barrier Coating,VersaShield®Fire-Resistant Roof Deck Protection (optional) or Securock®Gypsum-Fiber Roof Board. Anchor sheet: GAFGLAS®#80 Ultima"Base Sheet,GAFGLAS®Stratavent®Eliminator' Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld'Smooth or Ruberoid®SBS Heat-Weld'25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS®Ply 4,GAFGLAS®F1exPly"6, GAFGLAS®#75 Base Sheet or any Options: of above anchor sheets attached to deck with approved annular ring shank na'ls•• • 0000.. 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. 6.6.00 0*0 0 0 0 0 0;0 (Maximum Design Pressure—45 psf. See General Limitation"a••• 0 • 000. 0 . 0000 .. 0 GAFGLAS®Ply 4, GAFGLAS®F1exPly' 6,GAFGLAS®#751#ase•Sheet or anly 0 0 0 0 of above anchor sheets attached to deck with Drill-Tec"#12 FaVq&-r;Drill-Te�o ••:• #14 Fastener or Drill-Tec"X14D Fastener and Drill-Tec"3"StUl Plate,Drill' ••••;• Tec'AccuTrac®Flat Plate or Drill-Tec'AccuTrac®Recessed V1591V nnstalled 12" '0 o.c.in 3 rows. One row is in the 2"side lap. The other rows arj eggally spavati•0• '0"'o approximately 12"o.c. in the field of the sheet. •••••• (Maximum Design Pressure—45 psf. See General Limitation #7) 000 GAFGLAS®FlexPly'6, GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4"lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—52.5 psf. See General Limitation#7) GAFGLAS®#80 Ultima"Base Sheet,Ruberoid®20,Ruberoid®Mop Smooth, base sheet 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—60 psf. See General Limitation #7) GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec"#12 Fastener,Drill-Tec"#14 Fastener or Drill-Tec"XHD Fastener and Drill-Tec"3"Steel Plate,Drill-Tec"AccuTrac®Flat Plate or Drill-Tec' AccuTrac®Recessed Plate installed 12"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—60 psf.See General Limitation#7) NOA No.: 14-1030.02 MIAMMADE COUNTY Expiration Date: 11/06/18 "'• • Approval Date: 11/05/15 Page 11 of 30 Fastening Any of above anchor sheets attached to deck approved annular ring shank nails Options: and 3"inverted Drill-Tec'insulation plates at a fastener spacing of 9"o.c. at the (Continued) 4"lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf.See General Limitation#7) GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec'#12 Fastener,Drill-Tec'"#14 Fastener or Drill-Tec'XHD Fastener and Drill-Tec'3"Steel Plate,Drill-Tec'"AccuTrac®Flat Plate or Drill-Tec'" AccuTrac®Recessed Plate installed 8"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—75 psf. See General Limitation#7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuard'RA Polyiso Insulation,EnergyGuard7 RA Composite Polyiso Insulation Minimum l"thick N/A N(A • Structodek®High Density Fiber Board,EnergyGuard'Perlite Recover Board : •0• ••••:• •• 6 .... Minimum%"thick N/A 6.0••9 Nf40900 0.00,• TM ••••66 • • 6 EnergyGuard Perlite Roof Insulation 6 0 0 0 0 0 Minimum 3/"thick N/A •0000 0 000• NtA•0 0 6 ..:066 Note: All insulation shall be adhered to the anchor sheet in full mopping of app*AV(f lot asp6aW so � 00000 within the EVT range and at a rate of 20-40 lbs./100 ft'. Please refer to Roofing�Q*Sation .• Standard RAS 117 for insulation attachment. Insulation listed as base layer onlj shltll:be used only as base layers with a second layer of approved top layer insulation installed0as the final:0 0 0 0 0 . membrane substrate. Composite insulation panels may be used as a top layer plated viith the•0 ••.. polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS®Stratavent® 0' Eliminatory"Perforated Venting Base Sheet laid dry or a layer of EnergyGuard'Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Base Sheet: Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS®#80 Ultima'Base Sheet,GAFGLAS®Ply 4,GAFGLAS®FlexPly'6, GAFGLAS®Stratavene Eliminatory"Perforated Venting Base Sheet(laid dry),Ruberoid®Mop Smooth, Ruberoid®20,Ruberoid®SBS Heat-Weld'" Smooth or Ruberoid®SBS Heat- Weld'25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See General Limitation#4). Ply Sheet: (Optional except over Ruberoid®Mop Smooth,Ruberoid®20,Ruberoid®SBS Heat-Weld" Smooth or Ruberoid®SBS Heat-Weld'25) 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 lbs./sq. or Ruberoid®Torch Smooth torch applied according to manufacturer's application instructions. NOA No.: 14-1030.02 MIAMMADE COUNTY Expiration Date: 11/06/18 • • Approval Date: 11/05/15 Page 12 of 30 f ' S Membrane: One ply of Ruberoid®Torch Smooth,Ruberoid®Torch Granule,Ruberoid® EnergyCap'Torch Granule FR,RoofMatch'APP Modified Granular,Ruberoid® EnergyCap-Torch Plus FR or Ruberoid®Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid®SBS Heat-Weld'Plus,Ruberoid®SBS Heat- Weld'Plus FR,Ruberoid®SBS Heat-Weld' 170 FR,Ruberoid®EnergyCap'' SBS Heat-Weld'"Plus FR,Ruberoid®SBS Heat-Weld'Granule,Ruberoid®SBS Heat-Weld'Smooth and Ruberoid®SBS Heat-Weld"25 applied according to manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq.respectively in a flood coat of Approved asphalt at 60 lbs./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet,Tri-Ply®Mineral Surfaced Cap Sleet ...... or GAFGLAS®EnergyCapn'°BUR Mineral Surfaced Cap Sheet adhe*A in aAtl•• • mopping of approved asphalt applied within the EVT range and*&%f1'te of 20.47 •••••• lbs./sq. """ • 3. Topcoat®Membrane,Topcoat®MB Plus(to be used as a primery"*Topcogt •• • Membrane)or Topcoat®Surface Seal SB applied at 1 to 1.5 gal.is4... .•.. ••;••• .. .. .. . ...... Maximum . Design Pressure: See Fastening Options ....:. •....• NOA No.: 14-1030.02 MIAMMADE COUNTY Expiration Date: 11/06/18 �Ljaaerjaj Approval Date: 11/05/15 Page 13 of 30 • Membrane Type: SBS Deck Type 1I: Wood, Insulated Deck Description: 19/32"or greater plywood or wood plank System Type B(1): 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. Fire Barrier: FireOut'T'Fire Barrier Coating,VersaShield®Fire-Resistant Roof Deck (optional) Protection or Securock®Gypsum-Fiber Roof Board. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuardT"RA Polyiso Insulation Minimum 1.377 thick 1,2,3,5,6 1:3 V EnergyGuard"RN Polyiso Insulation •••••• Minimum 1.477 thick 1,2,3,5,6 1:3•ftl •• •• ...... .... ...... EnergyGuardd'Polyiso Insulation •••••• • Minimum 1.577 thick 1,2,3,5,6 1:3:fti • .... . .. ..... EnergyGuardT"Perlite Roof Insulation • ...... .... ..... Minimum /. thick 1,2,3,5,6 1:2 Al• . Structodek®High Density Fiber Board •••••• Minimum 1"thick 1,2,3,5,6 Note: Base layers of insulation shall be mechanically attached using the fastener density listed. •• The 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.Insulation fasteners shall be tested for withdrawal resistance in compliance with Protocol TAS 105 to confirm compliance with the wind load requirements.Please refer to Roofing Application Standard RAS 117 for insulation attachment. 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 polyisocyanurate applications. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' Any of the insulation listed for Base Layer,above. Structodek®High Density Fiber Board,EnergyGuard'Perlite Recover Board Minimum '/z"thick N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 2040 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment.Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. NOA No.: 14-1030.02 MAMMA[*COUNTY Expiration Date: 11/06/18 • Approval Date: 11/05/15 Page 14 of 30 Base Sheet: (Optional)Install one ply of GAFGLAS®#75 Base Sheet, GAFGLAS®#80 Ultimall Base Sheet,GAFGLAS®Ply 4,GAFGLAS®FlexPly� 6, GAFGLAS® Stratavent®Eliminator'Perforated Venting Base Sheet(laid dry),Ruberoid®Mop Smooth or Ruberoid®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 lbs./sq.; (See General Limitation#4). Ply Sheet: (Optional)One or more plies GAFGLAS®Ply 4,GAFGLAS® F1exPly'6 sheet or GAFGLAS®#80 Ultima"''Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid'20,Ruberoid®30,Ruberoid®EnergyCap-30 FR SBS Membrane,Ruberoid®30 FR,Ruberoid®Mop Smooth,Ruberoid®Mop 170 FR,Ruberoid®Mop Granule,RoofMatch'T'SBS Modified Granular, Ruberoid®Mop Plus,Ruberoid®Mop FR or Ruberoid®Dual FR fully adhered in an approved asphalt at an application rate of 251b./sq.f 15%. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer.'s appl;eatien instructions. All coatings must be listed within a current NOA! .•• •• . . .... ...... 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq.respective�lye."...flood coat • of Approved asphalt at 60 lbs./sq. •••••• 2. GAFGLAS®Mineral Surfaced Cap Sheet,Tri-Ply®Mineral Suffacedtap Sheet.• .....• or GAFGLAS®EnergyCap'BUR Mineral Surfaced Cap Sheeted in a f+lrll,. •• ••• mopping of approved asphalt applied within the EVT range anc?at a Tate of 2040 • ••••;• lbs./sq. :09:0: • 3. Topcoat®Membrane,Topcoat®MB Plus(to be used as a primer with*fopc061%• • Membrane)or Topcoat®Surface Seal SB applied at 1 to 1.5 gal.;W••; ;••••; Maximum Design Pressure: -45 psf. (See General Limitation#7) NOA No.: 14-1030.02 MIAMMADE COUNTY Expiration Date: 11/06/18 F-11221KA41i Approval Date: 11/05/15 Page 15 of 30 Membrane Type: APP/SBS Heat Weld Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank. System Type B(2): 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. Fire Barrier: FireOut'Fire Barrier Coating,VersaShield'Fire-Resistant Roof Deck Protection (optional) or Securock'Gypsum-Fiber Roof Board. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuardr"RA Polyiso Insulation Minimum 1.3"thick 1,2,3,5,6 1:3 ft2 • 0000.. EnergyGuard11"RN Polyiso Insulation •••••• Minimum 1.4"thick 1,2,3,5,6 0.000. 0000 0000.. EnergyGuard'Polyiso Insulation 006:90 • 0000.. Minimum 1.3"thick 1,2,3,5,6 .00 1:1N be • 00 . .. 0000. EnergyGuard'RA Composite Polyiso Insulation ...••• •••• ••••• Minimum 1.5"thick 1,2,3,5,6 00 0 1:3 ftl 0 0006:6 .00909 0 . 9 ob EnergyGuardTm Perlite Roof Insulation 000009 0090.. Minimum%"thick 1,2,3,5,6 1:2'ft2 x.0 0. .. . ... Structodek®High Density Fiber Board • Minimum 1"thick 1,2,3,5,6 1:2 ft2 Note: Base layers of insulation shall be mechanically attached using the fastener density listed. The 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.Insulation fasteners shall be tested for withdrawal resistance in compliance with Protocol TAS 105 to confirm compliance with the wind load requirements.Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS'Stratavent®Eliminator' Perforated Venting Base Sheet laid dry or a layer of EnergyGuardT"Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 Any of the insulation listed for Base Layer,above. Structodek'High Density Fiber Board,EnergyGuard'Perlite Recover Board Minimum '/"thick N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. NOA No.: 14-1030.02 MAMMA DE COUNTY Expiration Date: 11/06/18 UUMOU411 Approval Date: 11/05/15 Page 16 of 30 Base Sheet: Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS®#80 UltimaTM Base Sheet, GAFGLAS®Ply 4,GAFGLAS®FlexPly16,GAFGLAS®Stratavent® Eliminator"Perforated Venting Base Sheet(laid dry),Ruberoid®Mop Smooth, Ruberoid®20,Ruberoid®SBS Heat-Weld'Smooth or Ruberoid®SBS Heat- Weld'25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.; (See General Limitation#4). Ply Sheet: (Optional,required when using Ruberoid®20) One or more plies GAFGLAS®Ply 4,GAFGLAS®F1exPly'6 sheet or GAFGLAS#80 Ultima'Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of Ruberoid®Torch Smooth,Ruberoid®Torch Granule,RoofMatch'APP Modified Granular,Ruberoid®EnergyCap'Torch Granule FR,Ruberoid'Torch Plus Granule or Ruberoid®Torch FR,Ruberoid®EnergyCap'Torch Plus FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid®SBS Heat-Weld'Plus,Ruberoid®WS Hem•!`• Weld"Plus FR,Ruberoid®SBS Heat-Weld" 170 FR,RuberoiditnargyCa�:.. SBS Heat-Weld'Plus FR,Ruberoid®SBS Heat-Weld'Granuie,-4eberoid 6148* •...:. Heat-Weld' Smooth and Ruberoid®SBS Heat-Weld"25 appli'eti AMbrding to• ��• manufacturer's application instructions. :'. •,. • .... . .. ..... Surfacing: Optional on granular surfaced membranes; required for sM460i memJAIM. •• ••• Chosen components must be applied according to manufact'urer's appltcatidAn '•••;• instructions. All coatings must be listed within a current *1�OAr. • !!!!!! !!!!!! 1. Gravel or slag applied at 4001bs./sq. and 3001bs./sq.respectilelyi$a flood coat :....: of Approved asphalt at 601bs./sq. • 2. GAFGLAS®Mineral Surfaced Cap Sheet,Tri-Ply®Mineral Surfaced Cap Sheet" or GAFGLAS®EnergyCap'BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat®Membrane,Topcoat®MB Plus(to be used as a primer with Topcoat® Membrane)or Topcoat®Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: -45 psE(See General Limitation#7) NOA No.: 14-1030.02 MIAMFDADE COUNTY Expiration Date: 11/06/18 • Approval Date: 11/05/15 Page 17 of 30 Membrane Type: SBS Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type C(1): One or more layers of insulation simultaneously attached;Base layer optional. All General and System Limitations shall apply. Fire Barrier: FireOut'Fire Barrier Coating,VersaShield'Fire-Resistant Roof Deck Protection (optional) or Securock®Gypsum-Fiber Roof Board. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuard'RA Polyiso Insulation,EnergyGuard'RN Polyiso Insulation Minimum 1.3"thick N/A N/A EnergyGuard'Polyiso Insulation Minimum 1.4"thick N/A N/A EnergyGuarC RA Composite Polyiso Insulation ; •• :'•"' ••• Minimum 1.5"thick N/A " N(A••• .' EnergyGuard'Perlite Roof Insulation ••• •• Minimum 3/a"thick N/A .""• r j'A• • :•"'; .... . ..' Note: All layers shall be simultaneously fastened; see top layer below for fastenett amf density... ..;••• Insulation panels listed are minimum sizes and dimensions; if larger panels are BSed'the number: ...... of fasteners shall be increased maintaining the same fastener density. Please reivr Ivitoofing • • Application Standard RAS 117 for insulation attachment. •••• • To Insulation Layer V609: Top y Insulation Fastener3• Fastener. (Table 3) Density./*: EnergyGuard RA Polyiso Insulation Minimum 1.3"thick 1,2,3,5,6 1:3 ft' EnergyGuard'RN Polyiso Insulation Minimum 1.4"thick 1,2,3,5,6 1:3 ft' EnergyGuard'"RA Polyiso Insulation,EnergyGuard'Polyiso Insulation Minimum 1.3"thick 1,2,3,5,6 1:3 ft' EnergyGuar&'RA Composite Polyiso Insulation Minimum 1.5"thick 1,2,3,5,6 1:3 ft2 EnergyGuard"Perlite Roof Insulation Minimum 3/a"thick 1,2,3,5,6 1:2 ft' Structodek®High Density Fiber Board Minimum 1"thick 1,2,3,5,6 1:2 ft2 NOA No.: 14-1030.02 MIAMMADE COUNTY Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 18 of 30 N ' 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 Roofing Application Standard RAS 117 for insulation attachment. 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 polyisocyanurate applications. Base Sheet: Install one ply of GAFGLAS'#75 Base Sheet,GAFGLAS'#80 Ultima TM Base Sheet GAFGLAS'Ply 4, GAFGLAS®F1exPly'1"6,GAFGLAS'Stratavent' Perforated Venting Base Sheet(laid dry), Ruberoid'Mop Smooth or Ruberoid' 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 lbs./sq. If base,sheet is applied directly to polyisocyanurate 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: (Optional) One or more plies GAFGLAS'Ply 4,GAFGLAS'FlexPly'' 6 or GAFGLAS'#80 Ultima TM Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid'20,Ruberoid' 30,Ruberoid'Eler8jCap" 3'0 FR •..... SBS Membrane,Ruberoid'30 FR,Ruberoid'Mop Smooth,Rupgeoid®Mop" •� 170 FR,Ruberoid'Mop Granule,RoofMatch' SBS Modified Qjac Wgr, •0• ""•• Ruberoid'Mop Plus,Ruberoid'Mop FR or Ruberoid'Dual FR�xlly adhered in• :•...: an approved asphalt at an application rate of 20-40 lbs./sq. *09900 • Surfacing: Optional on granular surfaced membranes; required for sm6oth'memBi6titeV • Chosen components must be applied according to manufagaren's application • instructions. All coatings must be listed within a current NDA. ' 0 9 6696; • .....s 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq.respectively in a flood spat• 41•••• of Approved asphalt at 60 lbs./sq. • 2. GAFGLAS'Mineral Surfaced Cap Sheet,Tri-Ply'Mineral Surfaced Cap Sheet or GAFGLAS'EnergyCap'BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat'Membrane,Topcoat'MB Plus(to be used as a primer with Topcoat' Membrane)or Topcoat'Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: -45 psf. (See General Limitation#7) NOA No.: 1411030.02 MIAMMADE COUNTY Expiration Date: 11/06/18 �ffjjjaeyjqlApproval Date: 11/05/15 Page 19 of 30 • l • Membrane Type: APP/SBS Heat Weld Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type C(2): One or more layers of insulation simultaneously attached;Base layer optional. All General and System Limitations shall apply. Fire Barrier: FireOut'Fire Barrier Coating,VersaShield® Fire-Resistant Roof Deck Protection (optional) or Securock®Gypsum-Fiber Roof Board. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuard'Polyiso Insulation,EnergyGuard"RA Polyiso Insulation,EnergyGuard"RN Polyiso Insulation Minimum 1.3"thick N/A N/A EnergyGuard'Polyiso Insulation Minimum 1.4"thick N/A NA EnergyGuard'RA Composite Polyiso Insulation "'••• Minimum 1.5"thick N/A 1�F/ • EnergyGuard'"Perlite Roof Insulation,EnergyGuard'Perlite Recover Board ' Minimum 3/."thick N/A 1r,4 • .... .. ..... Note: All layers shall be simultaneously fastened; see top layer below for fasteners aid denrur "••• Insulation panels listed are minimum sizes and dimensions; if larger panels are NVrs :the number� of fasteners shall be increased maintaining the same fastener density. Please reser to Roofiyg Application Standard RAS 117 for insulation attachment. :0090* . ...... Top Insulation Layer Insulation Fasteners Fastener; (Table 3) Density/ft' EnergyGuard'RA Polyiso Insulation Minimum 1.3"thick 1,2,3,5,6 1:3 ft2 EnergyGuard'"RN Polyiso Insulation Minimum 1.4"thick 1,2,3,5,6 1:3 ft2 EnergyGuard'Polyiso Insulation Minimum 1.3"thick 1,2,3,5,6 1:3 ft2 EnergyGuard"RA Composite Polyiso Insulation Minimum 1.5"thick 1,2,3,5,6 1:3 ft2 EnergyGuard"Perlite Roof Insulation Minimum 3/4"thick 1,2,3,5,6 1:2 ft2 Structodek®High Density Fiber Minimum 1"thick 1,2,3,5,6 1:2 ft2 F NOA No.: 14-1030.02 MIAMFDADE COUNTY Expiration Date: 11/06/18 • Approval Date: 11/05/15 Page 20 of 30 t r 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 Roofing Application Standard RAS 117 for insulation attachment. 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 polyisocyanurate applications. Base Sheet: Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS®#80 UltimaTm Base Sheet, GAFGLAS®Ply 4,GAFGLAS®F1exP1yT 6,GAFGLAS®Stratavent® Eliminator"Perforated Venting Base Sheet(laid dry),Ruberoid®Mop Smooth or Ruberoid®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 lbs./sq. If base sheet is applied directly to polyisocyanurate 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: (Optional,required when using Ruberoid®20) One or more plies GAFGLAS®Ply 4, GAFGLAS®F1exPly""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 lbs./sq. :•..:. Membrane: One ply of Ruberoid®Torch Smooth,Ruberoid®Torch Granule MoofMatch'APP. •, Modified Granular,Ruberoid'EnergyCap'Torch Granule FR,XypgZoid' '0:' " EnergyCap''Torch Plus FR or Ruberoid'Torch FR torch appliedaccording.W •• • manufacturer's application instructions. •••. ••• Or One or more plies of Ruberoid®SBS Heat-Weld'Plus,Ruberoi$"SBS Heat'-•• � •••••. Weld"Plus FR,Ruberoid'SBS Heat-Weld" 170 FR,Ruberoifl4'1'ria*rgyCa •, SBS Heat-Weld"Plus FR,Ruberoid'SBS Heat-Weld'Granule,R}lberoidf$B$• Heat-Weld"Smooth and Ruberoid'SBS Heat-Weld'25 appl?`b&Ac&rding Ig �••••: manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq.respectively in a flood coat of Approved asphalt at 60 lbs./sq. 2. GAFGLAS'Mineral Surfaced Cap Sheet,Tri-Ply'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 2040 lbs./sq. 3. Topcoat'Membrane,Topcoat'MB Plus(to be used as_a primer with Topcoat' Membrane)or Topcoat'Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: -45 psf. (See General Limitation#7) NOA No.: 14-1030.02 MIAMMADE COUNTYM Expiration Date: 11/06/18 "'• • Approval Date: 11/05/15 Page 21 of 30 Membrane Type: SBS/SBS Cold Applied Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type D(1): Insulation and Base sheet simultaneously attached All General and System Limitations shall apply. Fire Barrier: FireOut'"Fire Barrier Coating,VersaShield®Fire-Resistant Roof Deck (optional) Protection or Securock®Gypsum-Fiber Roof Board. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft, EnergyGuard"Polyiso Insulation,EnergyGuard"RA Polyiso Insulation, StructodeO high Density Fiber Board Minimum 1"thick N/A N/A Base Sheet: Install one ply of GAFGLAS®#75 Base Sheet, GAFGLAS®#80 UltimaTM Base. Sheet,GAFGLAS®Stratavent®Eliminator'Perforated Venting BaSq.Sheet or ...... Ruberoid®20 applied over the loose laid insulation with 2"side fags• ... •• mechanically fastened to deck as described below; ••o;• • •••••• Fastening Drill-Tec'#12 Fastener,Drill-Tec'#14 Fastener or Drill-Tee'"JFiD Fastdper•• V•• Options: and Drill-Tec'3" Steel Plate,Drill-Tec'AccuTrac®Flat Platy qe{ rill-Tec''• .•;••• AccuTrac®Recessed Plate installed through the base sheet and ihsV&tion� "•.. rows 12"o.c. One row is in the 2"side lap. The other rows ar e.0gMlly spaced :• approximately 12"o.c. in the field of the sheet. • 0000 . . (Maximum Design Pressure—45psf. See General Limitatio$ #7,% ..... • GAFGLAS®#80 Ultima"''Base Sheet,Ruberoid®20,Ruberoid®Mop Smooth'.; base sheet 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—60 psf. See General Limitation #7) Drill-Tec'#12 Fastener,Drill-Tec'#14 Fastener or Drill-Tec'"XHD Fastener and Drill-Tec' 3"Steel Plates 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) Drill-Tec'#12 Fastener,Drill-Tec'#14 Fastener or Drill-Tec'XHD Fastener and Drill-Tec'3"Steel Plate,Drill-Tec'AccuTrac®Flat Plate or Drill-Tec' AccuTrac®Recessed Plate installed through the base sheet and insulation in 4 rows 8"o.c. One row is in the 2"side lap. The other 3 rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—75 psf.See General Limitation#7) Ply Sheet: (Optional)One or more plies GAFGLAS®Ply 4,GAFGLAS®FlexPly' 6, GAFGLAS®#80 Ultima'Base Sheet,Ruberoid®Mop Smooth or Ruberoid®20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No.: 14-1030.02 MIAMMADECOUNW Expiration Date: 11/06/18 • • Approval Date: 11/05/15 Page 22 of 30 Membrane: One or more plies of Ruberoid®Mop Smooth,Ruberoid®Mop 170 FR, Ruberoid®Mop Granule,RoofMatch' SBS Modified Granular,Ruberoid®Mop Plus Granule,Ruberoid®20,Ruberoid®30,Ruberoid®EnergyCap-30 FR SBS Membrane,Ruberoid®30 FR or Ruberoid®Mop FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. Or One or more plies of Ruberoid®Mop Smooth,Ruberoid®Mop Granule, RoofMatch' SBS Modified Granular,Ruberoid®Mop 170 FR,Ruberoid®Mop Plus Granule,Ruberoid®20,Ruberoid®30,Ruberoid®EnergyCap'FR 30 SBS Membrane,Ruberoid®30 FR or Ruberoid®Mop FR adhered in Matrix""' 102 SBS Membrane Adhesive at an application rate of 1-2 gal./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of Approved asphalt at 601bs./sq. 2. GAFGLAS®Mineral Surfaced Cap Sheet,Tri-Ply®Mineral Surfaced Cap $UggC. or GAFGLAS®EnergyCap'BUR Mineral Surfaced Cap ShectAfRieled in Oa full ••••;• mopping of approved asphalt applied within the EVT range and at arate of N!Tq lbs./sq. 606:69 6666.. 3. Topcoat®Membrane,Topcoat®MB Plus(to be used as a prirriaemkh Topcoat®6 0 ;••••; Membrane)or Topcoat®Surface Seal SB applied at 1 to l.5 gal'A4* 6 0 6666.. 6666 Maximum Design .. 6 0 6 0 .. .. . 6666.. Pressure: See Fastening Options ;••;•; 0• 6666.. 6666.. 90 .. . ... • 6666.. NOA No.: 14-1030.02 MIAMNDADECOUNW Expiration Date: 11/06/18 �L!".[Irjvj Approval Date: 11/05/15 Page 23 of 30 Membrane Type: APP/SBS Heat Weld Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type D(2): Insulation and Base sheet simultaneously attached All General and System Limitations shall apply. Fire Barrier: FireOut"Fire Barrier Coating,VersaShield®Fire-Resistant Roof Deck (optional) Protection or Securock®Gypsum-Fiber Roof Board. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuarC Polyiso Insulation,EnergyGuard"RA Polyiso Insulation Minimum 1.3"thick N/A N/A StructodeV High Density Fiber Board Minimum 1"thick N/A NEA i ..0090 • 0000.. Base Sheet: Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS®# ®e?ld►ma TM$ate . Sheet, GAFGLAS Stratavent®Eliminator's'Perforated Venthig base Sheet.ar..' 0 000:0 Ruberoid®20 base sheet applied over the loose laid insulation's V17'side laps mechanically fastened to deck as described below; •" :•0 •• :" 0000 .. 0000. Fastening Drill-Tec''#12 Fastener,Drill-Tec' #14 Fastener or Drill-Tee*.xk[D Fapen r� 00:99' Options: and Drill-Tec'3" Steel Plate,Drill-Tec'AccuTrac®Flat Plate or brill-Ted'" 000000 AccuTrac®Recessed Plate installed through the base sheet ar*i insulation in 3' •• rows 12"o.c. One row is in the 2"side lap. The other rows are equally siftoes. ""•• approximately 12"o.c. in the field of the sheet. : 0 0 0 :0000: (Maximum Design Pressure—45 psf. See General Limitation #7) • GAFGLAS#80 Ultima''Base Sheet,Ruberoid®20,Ruberoid®Mop Smooth 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—60 psf.See General Limitation#7) Drill-Tec''#12 Fastener,Drill-Tec"#14 Fastener or Drill-Tec'XHD Fastener and Drill-Tec'3"Steel Plate,Drill-Tec'AccuTrac®Flat Plate or Drill-Tec' AccuTrac®Recessed Plate installed 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) Drill-Tec"#12 Fastener,Drill-Tec'#14 Fastener or Drill-Tec'XHD Fastener and Drill-Tec'3"Steel Plate installed through the base sheet and insulation in 4 rows 8"o.c. One row is in the 2"side lap. The other 3 rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—75 psf. See General Limitation #7) NOA No.: 14-1030.02 MIAMMADE COUNTY Expiration Date: 11/06/18 �F__11192;tsylqll Approval Date: 11/05/15 Page 24 of 30 • Ply Sheet: (Optional,required when using Ruberoid®20) One or more plies GAFGLAS®Ply 4,GAFGLAS®FlexPly'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 20401bs./sq. Membrane: One ply of Ruberoid®Torch Smooth,Ruberoid®Torch Granule,RoofMatch'"APP Modified Granular,Ruberoid®EnergyCap'Torch Granule FR,Ruberoid® EnergyCap'Torch Plus FR or Ruberoid®Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid®SBS Heat-Weld'Plus,Ruberoid®SBS Heat- Weld'Plus FR,Ruberoid®SBS Heat-Weld" 170 FR,Ruberoid®EnergyCap- SBS Heat-Weld"Plus FR,Ruberoid®SBS Heat-Weld'Granule,Ruberoid®SBS Heat-Weld" Smooth and Ruberoid®SBS Heat-Weld''25 applied according to manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq.respectively ip%flood coat ...... of Approved asphalt at 60 lbs./sq. •' • •0000• •• 2. GAFGLAS®Mineral Surfaced Cap Sheet,Tri-Ply®Mineral Suj'f��"**i Cap Sheef• ••••'• or GAFGLAS®EnergyCap'BUR Mineral Surfaced Cap Sheet aQ'ed in a.full• :....: mopping of approved asphalt applied within the EVT range and ei eaate of20'-44• •••••• lbs./sq. •••••• .... • 3. Topcoat®Membrane,Topcoat®MB Plus(to be used as a prim&Ywith TopcoattV ...... Membrane)or Topcoat®Surface Seal SB applied at 1 to1.5 gaVsq:•� • Maximum Design ••• • Pressure: See Fastening Options •••• :••••: NOA No.: 14-1030.02 MIAWDADEC2UkMM Expiration Date: 11/06/18 • Approval Date: 11/05/15 Page 25 of 30 Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOut'Fire Barrier Coating,VersaShield®Fire-Resistant Roof Deck Protection (optional) or Securock®Gypsum-Fiber Roof Board. Base sheet: GAFGLAS®#80 Ultima'Base Sheet,GAFGLAS®Stratavent®Eliminator' Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld''Smooth or Ruberoid®SBS Heat-Weld'25 base sheet mechanically fastened to deck as described below: Fastening GAFGLAS®Ply 4,GAFGLAS®F1exPly''6,GAFGLAS®#75 Base Sheet or any Options: 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'#Q' • GAFGLAS®Ply 4,GAFGLAS®FlexPly'"'6,GAFGLAS®#75* je.y�heet or any "•'•• of above base sheets attached to deck with Drill-Tec'#12 Fast-.Drill-jc'o� :....: #14 Fastener or Drill-Tec''XHD Fastener and Drill-Tec'3"Steel,Plate,Evil%.' ,• Tec""AccuTrac®Flat Plate or Drill-Tec'AccuTrac®Recessed >atjinstalled12" • o.c. in 3 rows. One row is in the 2"side lap. The other rows Afe OQually spaced• ••.... approximately 12"o.c. in the field of the sheet. :• • • ....:. (Maximum Design Pressure—45 psf. See General Limitation#7)• •..... GAFGLAS®FlexPly''6, GAFGLAS®#75 Base Sheet or any off'above bast's'1grc:s •: attached to deck with approved annular ring shank nails and tin caps at a fastene? spacing of 9"o.c. at the 4"lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—52.5 psf. See General Limitation #7) GAFGLAS®#80 Ultima'Base Sheet,Ruberoid®20,Ruberoid®Mop Smooth, base sheet attached to deck with approved 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—60 psf. See General Limitation #7) GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec''#12 Fastener,Drill-Tec''#14 Fastener or Drill-Tec'XHD Fastener and Drill-Tec'3"Steel Plate,Drill-Tec'"'AccuTrac®Flat Plate or Drill-Tec" AccuTrac®Recessed Plate installed 12"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—60 psf. See General Limitation #7) 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.:14-1030.02 MIAMMADE COUNTY Expiration Date: 11/06/18 • Approval Date: 11/05/15 Page 26 of 30 • Fastening GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Options: Drill-Teen"#12 Fastener,Drill-Tec'#14 Fastener or Drill-Teen"XHD Fastener (Continued) and Drill-Tec"3" Steel Plate,Drill-Teen"AccuTrac®Flat Plate or Drill-Tech" AccuTrac®Recessed Plate installed 8"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—75 psf.See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS®Ply 4,GAFGLAS®FlexPlyn 6, GAFGLAS®#80 Ultima Base Sheet,Ruberoid®Mop Smooth or Ruberoid®20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20401bs./sq. Membrane: One or more plies of Ruberoid®Mop Smooth,Ruberoid®Mop 170 FR,Ruberoid® Mop Granule,RoofMatch'SBS Modified Granular,Ruberoid®Mop Plus Granule,Ruberoid®20,Ruberoid®30,Ruberoid®EnergyCap-30 FR SBS Membrane,Ruberoid®30 FR or Ruberoid®Mop FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Or One or more plies of Ruberoid®Mop Smooth,Ruberoid®Mop Ciranule, :...:. RoofMatch' SBS Modified Granular,Ruberoid®Mop 170 FR,%tleipid'MoP•• "";• Plus Granule,Ruberoid®20,Ruberoid®30,Ruberoid®EnergyCap:30 FR SB%... • ••• • Membrane,Ruberoid®30 FR or Ruberoid®Mop FR adhered in•1bI'&%'rm 102 SBS • Membrane Adhesive at an application rate of 1-2 gal./sq. .•"•. ;•• •• :••••: www. w .. ..... Surfacing: Optional on granular surfaced membranes; required for snWh;membvnaas. Chosen components must be applied according to manufactiirtf's applieation ...... instructions. All coatings must be listed within a current NOM •• .ww.w. ww..ww 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq.respectivVy id a flood coat of Approved asphalt at 60 lbs./sq. •' ••• :• 2. GAFGLAS®Mineral Surfaced Cap Sheet,Tri-Ply®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 2040 lbs./sq. 3. Topcoat®Membrane,Topcoat®MB Plus(to be used as a primer with Topcoat® Membrane)or Topcoat®Surface Seal SB applied at 1 tol.5 gal./sq. Maximum Design Pressure: See Fastening Options a NOA No.: 14-1030.02 MIAMFDADE COUNTY Expiration Date: 11/06/18 ' Approval Date: 11/05/15 Page 27 of 30 • Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOut'Fire Barrier Coating,VersaShield®Fire-Resistant Roof Deck (optional) Protection or Securock®Gypsum-Fiber Roof Board. Base sheet: GAFGLAS®#80 Ultima"Base Sheet, GAFGLAS®Stratavent®Eliminator" Nailable Venting Base Sheet,Ruberoid®Mop Smooth,Ruberoid®20,Ruberoid® SBS Heat-Weld' Smooth or Ruberoid®SBS Heat-Weld'"25 mechanically fastened to deck as described below; Fastening GAFGLAS'Ply 4,GAFGLAS®FlexPly' 6, GAFGLAS®#75 Base Sheet or any Options: 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. ' 6666.. • 6666.. (Maximum Design Pressure—45 psf. See General Limitatioh,47) ; • GAFGLAS®Ply4 GAFGLAS FlexPl '"6 GAFGLAS®#75 j a.*Stheet or anZ � "•••• Y �.�F6. of above base sheets attached to deck with Drill-Tec''#12 Fast"r,Drill-;'pec :6666: #14 Fastener or Drill-Tec"XHD Fastener and Drill-Tec'3"'Steel Plate,Abu:' Tec"''AccuTrac®Flat Plate or Drill-Tec'AccuTrac®Recesse0Pratr installed*. 60606 • 12"o.c. in 3 rows. dr One row is in the 2"side lap. The other r6VVs e equally 6 6 0 0 6 0 spaced approximately 12"o.c. in the field of the sheet. • (Maximum Design Pressure—45 psf. See General Limitatioj#7)0 0 "'6 0 0 6666.. 6 0 00000* GAFGLAS®FlexPly'6,GAFGLAS®#75 Base Sheet or any di'abave base 0. 0 sheets attached to deck with approved annular ring shank nails and tin caps at A' fastener spacing of 9" o.c. at the 4"lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—52.5 psf. See General Limitation#7) GAFGLAS®#80 Ultima'"Base Sheets,Ruberoid®20,Ruberoid®Mop Smooth, base sheet 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—60 psf. See General Limitation#7) GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec'#12 Fastener,Drill-Tec'#14 Fastener or Drill-Tec''XHD Fastener and Drill-Tec'3"Steel Plate,Drill-Tec"m AccuTrac®Flat Plate or Drill-Tec' AccuTrac®Recessed Plate installed 12"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—60 psf.See General Limitation#7) NOA No.: 14-1030.02 MIAMI-DARE COUNTY Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 28 of 30 Fastening Any of above base sheets attached to deck approved annular ring shank nails and Options: 3"inverted Drill-Tec"insulation plates at a fastener spacing of 9"o.c. at the 4" (Continued) lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf.See General Limitation#7) GAFGLAS'#75 Base Sheet or any of above base sheets attached to deck'with Drill-Tec"#12 Fastener,Drill-Tec" #14 Fastener or Drill-Tec"XHD Fastener and Drill-Tec'3"Steel Plate,Drill-Tec""AccuTrac'Flat Plate or Drill-Tec" AccuTrac'Recessed Plate installed 8"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—75 psf.See General Limitation #7) Ply Sheet: (Optional except over Ruberoid'Mop Smooth,Ruberoid'20,Ruberoid'SBS Heat-Weld'Smooth or Ruberoid'SBS Heat-Weld'25)One or more plies GAFGLAS'Ply 4 or GAFGLAS'F1exPly'T'6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Ruberoid'Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of Ruberoid'Torch Smooth,Ruberoid'Torch Granxle,RoofMatcr*" ...... APP Modified Granular,Ruberoid'EnergyCap'Torch Granule FR,Rub�eYsrc . • EnergyCap' Torch Plus FR,or Ruberoid'Torch FR torch aDDI accordfrfg to •"'•' manufacturer's application instructions. "• :....: Or .... . 0000 ..... One or more plies of Ruberoid'SBS Heat-Weld'Plus,Ruberoid:SBS Hgate, Weld"Plus FR,Ruberoid'SBS Heat-Weld" 170 FR,Ruberviati!nergyt et"': •..... SBS Heat-Weld"Plus FR,Ruberoid'SBS Heat-Weld'GraVtth,*,04uberoid'4SBS •, Heat-Weld"Smooth and Ruberoid'SBS Heat-Weld"25 applied;fccordta&W. '•"•• manufacturer's application instructions. : •'. :....: Surfacing: Optional on granular surfaced membranes; required for smooth membrah@s. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq.respectively in a flood coat of Approved asphalt at 60 lbs./sq. 2. GAFGLAS'Mineral Surfaced Cap Sheet,Tri-Ply'Mineral Surfaced Cap Sheet or GAFGLAS'EnergyCap"BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat'Membrane,Topcoat'MB Plus(to be used as a primer with Topcoat' Membrane)or Topcoat'Surface Seal SB applied at 1 to1.5 gal./sq. Maximum Design Pressure: See Fastening Options NOA No.: 14-1030.02 MAMFDADE COUNTY Expiration Date: 11/06/18 "'• Approval Date: 11/05/15 Page 29 of 30 f _' WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®F1exPlyr'6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/e"DensDeck®Roof Board or 1/z"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles,24" o.c.; of SUjg• mopped 8" ribbons in three rows,one at each side lap and one down the center bf th6.6heet Illowing • a continuous area of ventilation. Encircling of the strips is not acceptable. A 6"breat Asphalt shall be Df•000system • placed every 12'in each ribbon to allow cross ventilation. As halt aPPlication � r s stem Shall ••••• • be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be linikedsto a maximum design pressure of-45 psf. *moo* 00 00000 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic f brce(F')yVIC pf 00:900 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. rfee fastenervalus, 9040:0 as field-tested, are below 275 lbf. insulation attachment shall not be acceptable: 0 0• 6. Fastener spacing for mechanical attachment of anchoribase sheet or membrane ittacbment is based 0 �• on a minimum fastener resistance value in conjunction with the maximum desigaallik listeAvithin :009': a specific system. Should the fastener resistance be less than that required,as determined by the•: Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida Registered Engineer,Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117.Calculations prepared, signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field,perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e.perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-1030.02 WM1AMMADECL>UtMM Expiration Date: 11/06/18 "'• • Approval Date: 11/05/15 Page 30 of 30 V � m SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 2. _ (�)—Renailing wood decks: When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). • 0000.. 0000.. .. 0000 •. 4. Exposed Ceiling: Exposed,open beam ceilings are where the undg�jje**f the ro3f decking •'••�• can be viewed from below. The owner may wish to maintain the architectural appwggce;thergforei :0000: roofing nail penetration of the underside of the decking may not be acceptable. 1%&pWVides taeopjien of �••••' maintaining the appearance. .00000 0.00 • 0000. 0000.. 6. Overflow scuppers(wall outlets): It is required that rainwater flovls off se that thlool js 0000:. not overloaded from a buildup of water. Perimeter/edge wall or other roof extenAon mi blocethis • discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install oMMgw: �••00� scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. •• Ow er/Agent's Signature Date Contractor Signat Date tY Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; I - + TGFU.R]306-Roofing Systems Page] of 3 SINGLE PLY MEMBRANE ROOFING SYSTEMS(MODIFIED BITUMEN) Unless otherwise indicated phenolic insulation may be used in any of the following systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid®Membrane. "GAF Premium Aluminum Roof Coating"may be used on any of the following Classifications with inclines not exceeding Yz-in. "GAF weater Coat Emulsion"may be used on any of the following noncombustible Classifications with inclines not exceeding Ili-in. "Ruberoid@ Modified Bitumen Adhesive"or Monsey Corp."MBA Gold"or Karnak"No.81"adhesives may be used in any of the following noncombustible deck Classifications. Tropical Asphalt"No.711 AF"adhesive may be used in any of the following Classifications. "GAFGLAS@#80 Premium Base Sheet"may be used in any of the following systems. f (Optional)Noncombustible deck classifications are applicable for use over combustible(15/32 in.minimum plywood)decks when 1/2-in,(minimum) gypsum board or%-in.(minimum)Georgia-Pacific Gypsum LLC"DensDeck o Roofboard,""Densbeck Primed Roofboard"or"DensOeck OuraGuard-Roofboard"are used directly over the deck with all joints staggered 6-in.(minimum)from plywood joints. A vapor barrier may be optionally installed under all systems utilizing any"EnergyrGuarda"type insulation."GAFGLAS@ Perlite"may be used as an option over any"EnergyGuard'""type insulation."GAFGLASa Stratavent Perforated Base Sheet"may be utilized as an additional ply In any of the following systems. The following membranes may be used interchangeably within their own group: i A."Ruberoid@ Torch Granule"or"Ruberoid@ Torch Granule Plus"or"Ruberoid@ Torch Granule 1"or"Ruberoid@ Torch 180"or "ROOFMatch"APP Modified Granular'or"Tri-Ply@ TP-4G". F B."Ruberoid@ Mop Smooth"or'Ruberoida SBS Heat Weld Smooth"or"Ruberoid@ 601 Cap Plus"or"Ruberoid®30."• • • _ 0000•• I 0000 • _ ' • 0000•• C."Ruberoid@ Mop Granule"or"Flex PRF"or"Ruberoid@ Mop Plus Granule"or"Ruberoid@ SBS Heat Weld Granule"or• .•••:• •• "Ruberoid@ SBS Heat Weld Plus"or"ROOFMatch'"SBS Modified Granular"or'Tri-Ply@ SBS Modified Bitumen AlelNate". • • 0000•• 0."Ruberoid@ Mop 170 FR"or"Ruberoid@ Dual FR" 000000 • 000.0 1 0000 .0000• E."Ruberoid@ 30 FR"or"Ruberoid@ 30 FR HT"or"Ruberoida EnergyCep-SBS 30 FR" 0000 •••• 0000• 00.00• •• • • • F."Ruberoid@ 20"or"Ruberoid@ 20 HT"or"Ruberoid@ SBS Heat Weld 25." 00• • 0 00 • 0 ••••• G."Ruberoid@ SBS Heat Weld 170 FR","Ruberoid@ Ener Ca "SBS Heat Weld Plus FR"or"Ruberoid@ SBS(Meat Weld Plus FRJ • 0• 9Y P' H.'Ruberoid@ Torch Smooth"or"Tri-Pty@ TP-4" • ' • { •• • ••• • 0000•• 1."Ruberoid@ Mop Smooth"or"Ruberoid@ 20"or"Ruberoid@ 20 HT"or"Ruberoid@ Dual Smooth" • 0 J."Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5" Unless otherwise indicated,the Modifled Bitumen(Granule)membrane may be surfaced with"Freshield MB"at 21/z to 3,0-gal/100-ft2,and the incline of the resultant system would be increased to a 3/4-in,Incline.But if the Incline of the Classified system Is greater than a-Y-in.incline,the incline of the roofing system would be maintained when surfaced with"Fireshield MB"at 21/3 to 3.0-gal/100-ft2. Unless otherwise indicated"Ruberoid@ EnergyCap'"SBS 30 FR"is an acceptable alternate for"Ruberoida 30 FR"or"Ruberoid@ 30 FR HT"or Ruberoid@ Mop 170 FR"or"Ruberoida Dual FR"in any applicable Classification. t class A-Ballasted 1.Deck:C-15/32 Incline:1/4(NC-2) Insulation:—Perlite,glass fiber or wood fiber,3/4 to 1'/i-in, Membrane:—"Ruberoida Torch Granule 1"(modified bitumen). Surfacing:—Gravel at 400-lbs/100-ft2,loose laid or concrete blocks,at 10-lbs/ft2 and spaced not more than 1/8-in. 2.Deck:NC' Incline:3 + Insulation(Optional):—Perlite,glass fiber or wood fiber,3/4 to 1,1z-in. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.htm]?name=TGFU.R 1306&ccnsh... 11/12/2013 i i I. TGFU.R1306-Roofing Systems Page 2 of 3 Base Sheet(Optional):—Type 15 asphalt organic felt or Type G2. Membrane:—*Ruberoid@ Torch Granule 1"(modified bitumen). Surfacing:—Gravel, 3.Dec -C-15/32 Incline: 1/4 f Insula on(Optional):—Perlite,glass fiber or wood fiber,any thickness, Membra :—"Ruberoid@ Torch Granule 1"(modified bitumen). Slip Sheet: 0.004-in,thick polyethylene(not UL Classified). Surfacing:— -in.thick concrete with one layer of No.10 Summerville Quarry tile(or equivalent)grouted in place. 4.Deck:NC. Incline:2 Insulation(Optional):— lite,glass fiber or wood fiber,any thickness. Membrane:—"Ruberold@ To Granule 1"(modified bitumen). Surfacing:—3/4 to 1'A-in.diame river bottom stone at 10 spaced not more than 1/8 in. a pavers weighing not less than 10 Ib/1-ftZ and 'Class A-Fully Adhered 1.Deck:NC Inc me: Insulation(Optional):—One or more layers per a or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethan composite or wood fiber/polyisocyanurate composite or phenolic,any thickness, Base Sheet(Optional):—One or more plies Type G or Type G2 or Type G3. Membrane:—One or more plies"Ruberoid(D Torch@" mooth or Granule)or"RuberoidG Torch Granule Plus"or"Ruberoid® Mop"(Smooth or Granule)or"Ruberoid@ Mop Plus Granu "(granule), Surfacing:—Gravel,400-lbs/100-ft2,loose laid or applied a flood coat of hot roofing asphalt. 2.Deck:NC Incline:1/2 r 1 • • • 19••00• Base Sheet tional):—One or more plies Type G1 or Type G2 Type G3. •• t• Membrane:— ne or more plies"Ruberoid@ Torch"(Smooth or Gra le)or"Ruberoidfl Torch Granule Plus"or•IruberaidG • • •••••• MOP"(Smooth or ranule)or"Ruberoid@ Mop Plus Granule". 9999• • • Coating:—"Karna o•97"applied at 11/2 t0 3-gal./100-ft2. •••••• • • • • 9999•• 990.9• • • 3.Deck:NC Incline:1/4 •0 0 0• 00009" •0 0 0 0• 0000 •90• 09.00 Insulation(Optional):—0 or more layers perlite,wood fiber,glass fiber,any thi ness. 000000 0• • • • • • • • • •009• Base Sheet(Optional):—On r more plies Type G1 or Type G2 or Type G3. •• •• • 0• Membrane:—One or more plies uberoidG Torch"(Smooth or Granule)or"Ruberoid@ orch Granule Plus"�*'Rytbwld@ Mop GrVule" ••••i• or"Ruberoid@ Mop Plus Granule". • • • • Coating:—"Karnak No.97"applied a Y2 to 3-gal/100-ft2. • • • • • •0000• ••99•• • • 4.Deck:C-15/32 00.0 • • • • Incline: 1/2 • ••• • •9009• • • • • Insulation:—One or more layers perlite, glass fi r,polyisocyanurate,urethane,perlite/polyisocyan to composite,perlite/urethane kk composite,phenolic,1'A-in.minimum thickness (bu 'Dints staggered a minimum of 6-in.form plywood eck butt joints). M Base Sheet:—One or more plies Type G2 Or Type G . Ply Sheet(Optional):—One or more plies Type GIf Membrane:—One or more plies"Ruberoid@ Torch"(Smo or Granule)or"Ruberoid@ Torch Granule Plus" "Ruberoid® Mop"(Smooth or Granule)or"RuberoidG Mop Plus Granule." Surfacing:—"Karnak No.97"applied at 1'/2 to 3-gal/1oo-ft2. S.Deck:NC Incline: 1/2 r � Base Sheet(Optional):—One or more plies Type G1 or Type G2 or Type Membrane:—One or more plies"Ruberoid@ Torch"(Smooth or Granule)or"Ruberoid(D Torch Granule Plus." Surfacing(Optional):—Karnak"No.97"or"169"applied at 1 to 3 gal/100-01 Grundy Ind."20 F Emulsion"applied at 3-gal/100-ft2. 6.Deck:C-15/32 Incline: 1/2 Insulation:—One or more layers perlite,glass fiber,3/4-in,minimum,polyisocyanurate,uret(ane,perlite/polyisocyanurate composite, perlite/urethane composite,1'/2-in.minimum. 1 Base Sheet(Optional):—One or more plies Type GI or Type G2 or Type G3. Membrane:—One,or more plies"Ruberoid®Torch"(Smooth or Granule)or"Ruberoid@ Torch Gra le Plus"or"RuberoidG Mop"(Smooth or Granule)or"Ruberoid@ Mop Plus Granule." Surfacing:—Gravel. http://database.ul-com/cgi-bin/XYV/template/L iSEXT/1FRAME/showpage.html?name=TGFU.R1306&censh... 11/12/2013 I i I TGFU.R1306-Roofing Systems Page 3 of 3 I 7.Deck:C-15/32 Incline;1/2 Insulation(Optional):—One or more layers perlite,wood fiber,glass fiber,polyisocyanurate,urethane,perlite/polyisocyanurate a composite,perlite/urethane composite,wood riber/polyisocyanurate composite. } Base Sheet:—Two or more plies Type G2 or Type G3, Ply Sheet(Optional):—One or more plies Type G1. Membrane:—One or more plies"Ruberoidp Torch"(Smooth or Granule)or"Ruberoidp Torch Granule Plus"or"Ruberoldp Mop"(Smooth or Granule)or"Ruberoidp Mop Plus Granule." Surfacing;—"Karnak No.97"applied at 1'/z to 3-gal/100-ft2 or gravel. 1 8.Deck.NC Incline:1/2 p 1 Insulation:—One or more layers perlite,glass fiber,3/4-in,minimum polyisocyanurate,urethane,perlite/poly'iocyanurate composite, perlite/urethane composite, 11/2 in.minimum. i Base Sheet(Optional):—One or more plies Type G1 or Type G2 or Type G3. Membrane:—One or more plies"Ruberoidp Torch"(Smooth or Granule)or"Ruberoid®Torch Granule Plus"or"Ruberoidp Mop"(Smooth or Granule)or"Ruberoidp Mop Plus Granule." — d Surfacing:—Grundy"AL MB Aluminum Roof Coating"applied at 1 to 2-gal/100-ft2. 9.Deck:C-15/32 Incline: 1/2 Insulation(Optional):One or more layers perlite,glass fiber,3/4-in.minimum,pol yisocyanu rate,urethane,periite/polyisocyanurate composite,perlite/urethane composite,phenolic,1%in.minimum. Base Sheet:—One or more plies Type G2"GAFGLAS&#7S Base Sheet",or"Tri-Plyp»75 Base Sheet",hot mopped or mechanically fastened in place. Ply Sheet:—One or more plies Type G3"GAFGLASp Ply 4"or"Tri-Ply®Ply 4"or"GAFGLAS@ Ply 6"hot mopped in place. Membrane:—"Ruberoidp Mop 170 FR"or"Ruberoidp Dual FR"or"Ruberoidp Mop FR"or"Ruberoidp EnergyCap'"Mop FR." acing(Op conal):—"GAF Fibered Aluminum Coating"applied at 1/2-gal/100-ft2 or"GAF Weather Coat Emulsion"applied at 3- 00-ft . i' 10.Deck:C-15/32 Incline:%z 1 Insulation(Optional):—Perlite,Fiberglass,polyisocyanurate,urethane or perlite/polyisocyanurate composite, • •••••• Base Sheet:—One or more layers Type G2"GAFGLAS©=75 Base Sheet"or'Tri-Plyp q75 Base Sheet"0r4rjpeG34GAFGLA @ Mineral •••••• Surfaced Cap Sheet'or"Tri-Plyp Mineral Surfaced Cap Sheet"hot mopped or mechanically fastened. . • • • • • PlySheet(Optional):—One or more plies Type Gl,hot mopped in Place. ••s••• r6•••• Membrane:—"Ruberoidp Mop 170 FR"or"Ruberoidp Dual FR"or"Ruberoidp Mop FR"or"Ruberoidp Enersy P-Mop.Fe' 000000 a 6666 •000 •6000• r 6666•• • • • • . 6666• 6666• i 6666•• • ' • • g•••••• 6666••• •• •• • •0••0• •000•• 4 • 6666•• •�•••• • •• • ••• • •0000• I http://database.ul.COM/C-i-bin/XYV/template/LISEXT/1 FRAME!showpage.html?name=TGFU.R 1306&ccnsh... 11/12/20