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RF-18-171 Permit No. RIF-1-18-171 swO1s°,i Miami Shores Village Permit Type:Roof 10050 N.E.2nd Avenue NE � �' � I VIlork.Classifrcation:Tils/Plat Miami Shores,FL 33138-0000 Pe►mit Status:APPROVED ` Phone: (305)795-2204 issue oate.1/2312018 Expiration: 07/22/2018 Project Address Parcel Number Applicant 1685 NE 104 Street 1122320320210 Miami Shores, FL Block: Lot: SEYMOUR NASH Owner Information Address Phone Cell SEYMOUR NASH 1685 NE 104 ST MIAMI FL 33138-2667 Contractors) Phone Cell Phone Valuation: $ 53,000.00 CHERRY ROOFING ENTERPRISES INI (954)963-2741 (954)658-9878 -- ..... Total'Sq Feet: 8100 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF TILE&FLAT Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet W Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-1-18-66199 CCF $31.80 01/23/2018 Check#:2381 $ 1,055.05 $0.00 DBPR Fee $6.75 DCA Fee $4.50 Bond#:3617 Education Surcharge $10.60 Permit Fee-New Roof $450.00 Scanning Fee $9.00 Technology Fee $42.40 Total: $1,055.05 t In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructial� uther I authorize the above-named contractor to do the work stated. r January 23, 2018 orized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy January 23, 2018 1 305 52;-� s g1t►ORFS , Miami shores Village , even Building Npartment 10050 N.E.2nd Avenue wzrcl Miami,Shores, Florida 33138 iORI'i' Tel: (305) 795.2204 Fax: (305) 7.56:8972 RE: Permit#-2L -� DATE:. INSPECTION AFFIDAVIT r s J licensed as a (n)Contractor/Engineer/Architect,.. (Print name and circle License,Type) FS 468 Building ln`spector` License* CC-CJ Z2-5y On or about l— 3 t— C$ , I did personally inspect the roof deck nailina mate&time) --T 9 e---� work at t(b~sem vvc— to S)I— l (Complete"Job Site Address) _. Based upowthat examination,l have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based o 53.844 F,.S) Signature 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. 'Swarm to and'subscr'ibed beforeme this day of NotaryPublic;,Sate of Florida at Large JENNIFER Q COLE i MY COMMISSION#GG049278 EXPIRES November 21,2020 "General,Building,Residential,or Roofing contractors or any Individual cklied under468 RS.to make such ars inspection.Include photographs of each plane of the roof wit' permit#and address#clearly shown marked on the deck for each Inspection i k' { ' ? Miami Shores Village � `� • a JAN Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY--_ Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 F BC 2011 ' 6�h BUILDING Master Permit No. [ VIC PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC OROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL t F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I(sLS 5 �AG I,O Ur SV City: Miami Shores County: Miami Dade Zip: 3S Folio/Parcel#:\ - `t-�2- C32- 02%a1 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Cot nstretion Type: Flood Zone: BFE: FFE: } OWNER:Name(Fee Simple Titleholder):!SC��M0k&C QQ-h-yk K �1Phone4:395 S43�- 92Z,I Address: 0005 '1,3e 1.04 5V City: Mkawik, -State: FIS _ rAL4 , 1n 1 zip: S3C3� Tenant/Lessee Name: t f Phone#: Email: ► C � l 1 (tel CONTRACTOR:Company Name: 94OC9, '1Q ( V Phone#:`QSA��443} Address: City: � C r ��C - �• State: �'� ( �f fV Zip: 3 �� Qualifier Name: `��� t, ��c(v� 'y 1''tI' Phone#: State Ceriification or Registration M.r rr ��X0�C k3254fs� Certifi ate of Competency#:� ~ DESIGNER:Architect/Engineer: t. `--'� l t� 1 Phone#: r 1 � , Address: f n a) tcity: State: Zip: 14 Value of Work for this Permit:$ 53,000 Square/Linear Footage of Work: %to O Type of Work: ❑ Addition Alteration (1❑ New J2 Repair/Replace ElDemolition QI? ,, I^ Description of Work: r � Specify color of color thru tile: Submittal Fee$ Permit Fee$ -45o CCF$ 31 . bo_ CO/CC$ Scanning Fee$ -Ia ^_ Radon Fee$ . e)() I DBP/R$A GO b -1 s Notary$ Technology Fee$ t Z .4a Training/Education Fee$ `� • Double Fee$ Structural Reviews$ Bond$ soot) TOTAL FEE NOW DUE$ 555 - 0 5 (Revised02/24/2014) � o55 . 0E) Bending Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 5 Signature C L,6� OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ILt day of S A,W 20 by L day of YPYJ ,20 LY by 1n+ � r4%U\,, who is personally known to V—%5 J ,who is personally known to me or who has produced D V as me or who has produced fl L— as identification and who did take an oath. identification and who did take an oath. NOTARYPUBL�..-•.--. JENNIFER;: NOTARY PUBLIC: MY COMMISSION#GG049278 JENNIFER D COLE �',�'•••dFe' EXPIRES November 21,2020 ��'• �'= MY OMMISSION#GG049278 Sign, Sign: •..• N tuber 2l 2020 Print: iC.-C Cl= Print: Seal: Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Stat,Certified lhen Ro f ov 3901 S.W.40th Avenue•West Park,FL 33023 Email:ChenyRooflng o@atLnet Office(954)963-2741 www.cherryr;oof.com Fax(954)`986-4904 January 22, 2018 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 Job Address: 1481 NE 104 St, Miami Shores FL 33138 Dear Building Official of Miami Shores Village As per Section 201.3 of the FBC, Roof to wall connections shall not be required unless evaluation and installation of connection at gable ends or all corners can be completed for 15%of the cost of the roof replacement. I have attached to this letter a copy of an estimate acquire by a GC in the amount of$19,500. The amount exceeds 15%of the cost the roof. Sincerely, Iris J Cherry ' W� vr-..�y�:..,^r..:�r-�'"�•i.+... n;5,. ��y�-;��;,_%..-v.-" k-._`."- -r-.,-..,o .. �, ,_ a :wr'� , '�.._.c;.:- .. � . .. "`a .'":",e^�wm' w�,,..: .a.._.,..:,.-w.- --.- Living -11�arth Remodelers, Inc. Licensed, Bonded & Insured • FL General Contractor, Lic. No. CGC 044266 CENTRAL A/C • WINDOW • ROOFING • TILE • SCREEN ROOMS 220 North 20th Avenu , ollyNod, Florida'33020 • (954) 925-5003 Fax: (954) 925-5 25 �i.q.� NAME DATETT ` ADDRESS H TEL# 110 ''iI W TEL# EMAIL JOB SPECIFICATION--NO ADDITIONAL WO WILL BE.CONSIDERED UNLESS WRITTEN HERE: CAA !�j UK& @;51 U J He(L US c: Q-YCA r_CACON.) �o s YJ z i ton L4 wen t Ulu BUYER'S RIGHT TO CANCEL This is a home solicitation sale, and if you do not want the goods or services,you may cancel this agreement by agreement by providing writtennoticeto the seller In person, by telegram, or by mail: This notice must Indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the sellar may not keep all or part of any cash down payment. To Cancel this transaction, mail or deliver a signed and dated copy of this cancellation notice or any other written notice, or send a telegram to: Living Earth Remodeler's. Inc. at 2208 N. 20th Ave. Hollywood, FL 33020 • Tel: (954)925-5003 • Fax: (954) 925-5325 (NAME OF SELLER) (ADDRESS OF SELLER'S PLACE OF BUSINESS) By signing below I hereby certify that I agree to the terms of this home remodeling contract and that I have received a copy of the Standard General Conditions that apply to this Home Remodeling Contract.The Standard General Conditions are hereby incorporated by reference into the terms of this Home Remodeling Contract. • Payment Plan Cash Price: $ 17 Months: Appro . onthly Payment: $ L,J Down Payment: $ Draw Schedule: Balance: $ � Signed By- Owner(s): Vx Signature Date Signature Date Print Name(s): �— Signature Date Title Contractor: ' I Print Name: C, Initialed by: Owner Builder`" Standard General Conditions � t 1. OBLIGATIONS AND RIGHTS OF BUILDER: A.Builder shall obtain the necessary permits,licenses,and inspections in order to comply with the rules and regulations of the governing building department. B.Builder shall have the right to substitute any building material when specified material is not available within a reasonable time,with materials that by industry standards are equal to or better than those specified. II. OBLIGATIONS AND RIGHTS OF OWNER: A.Owner agrees to pay Buildeii puisuant to the terms of this Contract,and Builder may immediately suspend or terminate this Contract if Owner fails to make timely payment. ` B. Owner agrees that the direction and supervision of the work force, including subcontractors,rests exclusively with the Builder,and Owner agrees not to issue any instruction to,or otherwise interfere with the same. i f t C. In the event of controversy with Builder,regardless of nature,Owner agrees that all claims or disputes between the Builder and the Owner arising out of,or relating to,the performance of Contract work or the breach thereof, shall be decided exclusively in Broward County,Florida by Arbitration in`accordance with the Construction'Industry Arbitration Rules of the American Arbitration Association then in existence,unless the Builder,in its sole discretion,elects to litigate in which case Owner stipulates to exclusive venue in Broward County,Florida. The Owner and Builder agree that a single arbitrator shall decide any disputes and that the single arbitrator be selected from amongst those AAA arbitrators who also`possess a Florida general contractor's license. The award rendered by the arbitrator shall be final and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction hereof. 0 t _ p CHAPTER 558 NOTICE OF CLAIM y CHAPTER 558,FLORIDA STATUTES,CONTAINS IMPORTANT REQUIREMENTS YOU MUST FOLLOW BEFORE YOU MAY BRING ANY LEGAL ACTION FOR AN ALLEGED CONSTRUCTION DEFECT. SIXTY DAYS BEFORE YOU BRING ANY LEGAL ACTION, YOU MUST DELIVER TO THE OTHER PARTY TO THIS CONTRACT A WRITTEN NOTICE,REFERRING TO CHAPTER 558,OF ANY CONSTRUCTION CONDITIONS YOU ALLEGE ARE DEFECTIVE AND PROVIDE SUCH PERSON THE OPPORTUNITY TO INSPECT THE ALLEGED CONSTRUCTION DEFECTS AND TO CONSIDER MAKING AN OFFER TO REPAIR OR PAY FOR THE ALLEGED CONSTRUCTION DEFECTS.YOU ARE NOT OBLIGATED TO ACCEPT ANY OFFER, WHICH MAY BE MADE.THERE ARE STRICT DEADLINES AND PROCEDURES UNDER THIS FLORIDA LAW WHICH MUST BE MET AND FOLLOWED TO PROTECT YOUR INTERESTS. I. OBLIGATIONS AND RIGHTS OF OWNER: A. Owner agrees to pay Builder pursuant to the terms of this Contract, and Builder may immediately suspend or terminate this Contract if Owner fails to make timely payment. B. Owner agrees that the direction and supervision of the work force, including subcontractors, rests exclusively with the Builder, and Owner agrees not to issue any instruction to, or otherwise interfere with the same. C. In the event of controversy with Builder, regardless of nature, Owner agrees that all claims or disputes between the Builder and the Owner arising out of,or relating to,the performance of Contract work or the breach thereof,shall be decided exclusively in Broward County, Florida by Arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then in existence, unless the Builder, in its sole discretion, elects to litigate in which case Owner stipulates to exclusive venue in Broward County,Florida. The Owner and Builder agree that a single arbitrator shall decide any disputes and that the single arbitrator be selected from amongst those AAA arbitrators who also possess a Florida general contractor's license. The award rendered by the arbitrator shall be final and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction hereof. II. Other Provisions 1. Changes: Owner may request changes in the work being done. All fees or extra charges for changes shall, at Builder's discretion, be due and payable,prior to any agreed change being made. Builder is under no obligation to construct'any change prior to a signed written change order being executed: 2. Warranty: Builder shall remedy defects in workmanship, which appear within one year from the date of completion. Should a manufacturers warranty of any equipment or material be available and delivered Owner's sole recourse shall be that warranty. All other warranties express and/or implied, are hereby disclaimed by Builder. The,Builder's warranty excludes remedy for damage or defect caused by abuse, modifications, improper or insufficient maintenance, improper operation, and/or normal wear and tear. 3. Communications: All communications intended to b&legally binding between Owner and Builder shall be made in writing and sent by certified mail, return receipt requested, or facsimile. 4. Materials Selections: Owner is required to select from builder's suppliers, materialman and subcontractors for all allowance items under the direction of the Builder. Builder will provide Owner with list of Builder's suppliers,materialmen and subcontractors related to allowance items so that the Owner may make;his selections. Under no circumstances will Owner contract directly with Builder's suppliers,materialmen or subcontractors. 1/22/2018 Property Search Application-Miami-Dade County 'W"" PERT" " APP"'N"AISER OFFICE OF THE wF U y � r ^ p Summary Report Generated On: 1/22/2018 Property Information L � Folio: 11-2232-032-0210 +f' Property Address: 1685 NE 104 ST Miami Shores,FL 33138-2667 SEYMOUR C NASH LE REM ALLISON LEIGH NASH Owner ZELKOWITZ REM ELIZABETH ANNE SCHULMAN , REM GREGORY NASH Mailing Address 1685 NE 104 ST MIAMI SHORES,FL 33138 USA PA Primary Zone 1300 SGL FAMILY-2801-3000 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE ^ FAMILY: 1 UNIT Beds/Baths/Half 7/5/1 Floors Living Units 1 Actual Area Sq.Ft Taxable Value Information Living Area Sq.Ft 2017 2016 2015 Adjusted Area 5,711 Sq.Ft County Lot Size 17,116 Sq.Ft Exemption Value $50,500 $50,500 $50,000 Year Built 1960 Taxable Value $574,150 $561,303 $557,551 School Board Assessment Information Exemption Value 1 $25,500 $25,500 $25,000 Year 2017 2016 2015 Taxable Value $599,150 $586,303 $582,551 Land Value $1,112,781 $1,112,781 $941,917 City Building Value $465,777 $466,304 $466,847 Exemption Value $50,500 $50,500 $50,000 XF Value $21,558 $21,749 $15,971 Taxable Value 1 $574,150 $561,303 $557,551 Market Value $1,600,116 $1,600,834 $1,424,735 Regional Assessed Value $624,650 $611,803 $607,551 Exemption Value $50,500 '$50,5001 $50,000 Taxable Value 1 $574,150 $561,303 $557,551 Beriefits Information Benefit Type 2017 2016 2015 Sales Information Save Our Homes Assessment $975,466 $989,031 $817,184 Previous Sale Price OR Book-Page Qualification Description Cap Reduction 06/29/2015 $100 29710-0341 Life Estate interest Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,0001 $25,000 $25,000 Widow Exemption 1 $500 $500 Note: Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). Short Legal Description 32 52 42 RIVER BAY PARK ADDN PB 40-72 LOT 22 BLK 3 LOT SIZE 97.250 X 176 CF 6813-17782 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 Florida Building Code 6"'Edition 2017 HIGH . . ICANE ZONE UNIFORM ROOFING PERMIT APPLICATION t • MOO t • • • • • • • • • . 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"o/c @ laps&-4 rows @ "o% Design Wind Pressures,From RAS 128 or Calculations: Number of Fasteners Per Insulation Board Pmax l- Pmax 2:-4A.-4-Pmax 3:--t� Field 'OR Perimeter CornerwtEr Maximum Desi Press From the Specific NOA System:—96•� (— Dock: t Illustrate Components Noted and Details Type:( As Applicable: r Wood-blocking,Gutter,Edge Terminations, •••• Gauge/Thickness: `� b Stripping.,Flashing,Continuous Cleat;Cagt•. 0000 ••••;• Strip.Base Flashing,Counter-flashing„C8pin& • Slope: I on l2 Etc. •••••• •••••• Anchor/Base Sheet&No,of Ply(s): Indicate: Mean Roof Height.Parapet Veigtttjfleight:• • of Base Flashing,Component Material,Matetial •• ••••• Anchor/Base Sheet Fastener_/Bonding Material: Thickness,Fastener Type,Fastener Speo ••••• JROr: Submit Manufacturers Details tha*Cotnpty with •• •: ••••.. n { l RAS-111 and Chapter 16 Insulation Base Layer. �! ( A lelSAC ...... 1 C q� . . : Base Insulation Size and Thickness__\ 3 `�7 1CS • •..•.• ..... Base Insulation Fastener/Bonding t 'al: S .. . J 5/,��� PanpdWeBiiaabd Top Insulation Layer. Top Insulation Size and Thickness: N 1__ munRoa How Ft Top Insulation FastencrtBoonSdi g Material: Base Sheet(s)&No.of Ply(s): S rtq��4+ttJzt Base Sheet Ft erBondin Material:. �VP� be,P 111W is Ply Sheets)&No.of Ply(s): 455- A-i 'A 2' 1Ves COT fq Ply Sheet Fastener/Bondi Material: Tup Ply:LAt Ae-r0j &."Scmd, CCp Stet Ply Fa mer/Bondin Material: t� Surfacing: Florida Building Code 614 Edition 2017 HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION Section D(Steen Sloped Roof System) Roof System Manufacturer:13 Dim, Notice of Acceptance Number: Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): P 1: P2: PI: Maximum Design Wind Pressure (From the NOA Specific System): ethod of file attachment )U $teen Sloped Roof System Description •••• Deck Type: ... llnderlayment Type: AS i M ,1�2z(o J .. _ Insulation• • Fire Barrier: - • ...... •• • Fastener Type &Spacing: j N cinel y stclis 0 C, 2 LaPS AdhesiveType: f Roof Slope :12 Type CapCIO Shoot: Ridge Ventilation? TA Roof .,�--- Covering: 1 Mean Roof Height: Type&Size DN Edge: .. _. _. .... - __ _... . ......... Florida Building Code 61'Edition 2017 HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING.PERMIT APPLICATION . . _ .. __ _... .. ... SECTION E(Tile Calculations) For moment based the systems,chose either Method for 2. Compare the values for.M,with the values from Mt.,if the.Mr values are greater than or equal to the M,values,for each area of the roof,then the the attachment method Is acceptable. Method 1"Moment Based Tile Calculations Per RAS 127" _ _... _ ___ _. ... .. ..._ _ ...... . ...... ... Pt:act_ 1 xA 56 =l'L*N1P5 -Mr. M"J: NOA Mf: •S -Mg; D MN: S NOA MrS•S Ps: cb. :1L_p•315 =�-Mg: . =M : NOA M,. c(5.5 Method 2"Simplified Tile Calculation Per Table Below" Required Moment of Resistance(M,)From Table Below: NOA Me- L5. M,Required Moment Resistance* ............ Mean Roof Height . . ...... Roof Slope 20' 25' 30' 40' .•. •••• ••••�• 2:12 34A 36.5 38.2 39.7 42.2 3:12 322 34.4 36.0 37.4 39.8 4:1230.4 321 _ _ 33.8 35.1 37.3 • =1 .4 30.1 31.6 32.8 34.9 ' 6:12 176.4 28.0 29.4 30.5 7:12 1 24.4.. . .... 25.9 .27.1 28.2 130.0 . _ _��_�...� __.......... *This table must be used in conjunction with a list of moment based file systems endorsed t t�e Hroward Coupty Board of Rules and Appeals. ;..... For uplift based tie systems use Method 3. Compare the values for F'Kith the values for F,**fthe F''valnes are• greater than or equal to the F,values,for each area of the roof,thea the tile attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 1271' (Pt: x l: x w: },—w: x cos 0:_ _ a F j: NOA r: (P2: x 1: 1 —w: x cos 8: a F., NOA F: (P3: x is n 1 w: )—w: 1 cos 0: Q Fra_ NOA F: When to Obtain Information ton S mbol Where to Find Design Pressure P1 or P2 or P3 RAS 127 Table I or by an engineering analysis prqxued by a P.E.based on ASCE 7.. ............. ......... ... Mean Roof Height: H.: Job Site ... _ .. Roof Slope 9 Job Site Aerodynamic Multiplier X NOA Recto' Moment due to Gravity ._ . . .... NOA Attachment Resistance_ M _. NOA Required Moment Resistance M Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F Calculated Avenge Tile Weight Vit::.. NOA _ ..._ ...... Tile Dimensions:-: 1=:length NOA w=width Ali Calculations must be submitted to the Building Official at the time of permit application. .... _...... p�OR� 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 . . •.•• .000.0 to 4. 0000.. _Exposed Ceiling: Exposed,open beam ceilings are where the uh8grMe of thA roof decking:0 can be viewed from below.The owner may wish to maintain the architectural appearance;fil ire{oje, •••• roofing nail penetration of the underside of the decking may not be acceptable D"provide:the gption ot;.... maintaining the appearance. 0000.. 0000 0000 0000.. 0000.. 6. _ Overflow scuppers(wall outlets): It is required that rainwater flows offso thaUe jQpf is '•••" not overloaded from a buildup of water. Perimetededge wail or other roof extel3sioo h ay bdk this :6000: discharge if overflow scuppers(wall outlets)are not provided. It may be necessary toinstall 40roo 0 scuppers in accordance with the requirements of Sections 84402, R4403 and R4413. Owner/Agent's Signature Date Contractor Signat� Date ►ts$`� Kc i.�� Ste' Property Address Permit Number Revised on 7/9/2009 LD;07l01l2015; S , MIAMI•t7lADE MIAMI-DADE COUNTY MmAl PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.tov/economv CAF 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 r� ••• material fails to perform in the accepted manner,the manufacturer will incur the expe4q,pf s1ch to stmg• •. and the AHJ may immediately revoke, modify, or suspend the use of such product or nvWj44withi4l1leif• •••• • jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami'.Dade County • Product Control Section that this product or material fails to meet the requirements of tbevMlicabla,•• .• :" building code. 0*** • •• •• ..• ...... . . ..... This product is approved as described herein, and has been designed to comply with the+arida Building.:ode ...... including the High Velocity Hurricane Zone of the Florida Building Code. ;••;• • . . . . ...... DESCRIPTION: GAF Conventional Built-Up Roof Systems for Wood Decks. .•. •••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1022.15 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L.Acebo. . NOA No.: 14-1030.01 MIAMWADE COUNTY Expiration Date: 11/04/18 " Approval Date: 05/04/17 Page 1 of 31 ROOFING SYSTEM APPROVAL Category: Roofing Sub-Category: BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -97.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS'Ply 4 39.37"(1 meter) ASTM D2178 Smooth surfaced asphaltic ply sheet reinforced Wide with fiberglass mat. Tri-Ply®Ply 4 39.37"(1 meter) ASTM D2178 Smooth surfaced asphaltic ply sheet reinforced Wide with fiberglass mat. 0000.. GAFGLAS`c" 39.37"(1 meter) ASTM D2178 Smooth surfaced asphaltic plx 9}eet reifffteed ... ••• FlexPly"6 Wide with fiberglass mat. " ' ;0000.;• •• ..00..60 00 0000.... GAFGLAS '#75 39.37'(1 meter) ASTM D4601 Smooth asphaltic base or bamo/pty sheet reinforced* • 0000.... Base Sheet Wide with fiberglass mat. •'•. ;•. •• • 00. .60... Tri-Ply®#75 Base 39.37'(1 meter) ASTM D4601 Smooth asphaltic base orba�e/ply she��reinfbrced.•0000 Sheet Wide with fiberglass mat. •• •• 0. .: •••••• 0 00.0.0 . . GAFGLAS`"`'#80 39.37" (1 meter) ASTM D4601 Smooth asphaltic base orbase/l4y sheetr�eiliforced.060.:. Ultima Base Sheet Wide with fiberglass mat. • g 0000.... .. . 00 0 GAFGLAS"�' 39.37' (l meter) ASTM D4897 Smooth surfaced asphaltic perforated vaafiag base Stratavent'fo Wide sheet reinforced with fiberglass mat. Perforated Venting Base Sheet GAFGLAS"' 39.37'(1 meter) ASTM D4897 Smooth surfaced asphaltic nailable venting base Stratavent''Nailable Wide sheet reinforced with fiberglass mat.Bottom side Venting Base Sheet surfaced with granules. Ruberoid'20 39.37" (1 meter) ASTM D6163 SBS polymer-modified asphalt base or Smooth Wide anchor sheet reinforced with a fiberglass mat. Ruberoie Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or Smooth wide anchor sheet reinforced with a polyester mat. Ruberoid"Mop 39.37'(1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or anchor Smooth 1.5 wide sheet reinforced with a polyester mat. Ruberoid'Mop 39.37' (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or Plus Smooth wide anchor sheet reinforced with a polyester mat. Ruberoid' HW 25 39.37' (1 meter) ASTM D6163 Smooth surfaced torch applied SBS base or anchor Smooth wide sheet reinforced with a fiberglass mat. NOA No.: 14-1030.01 M1AWDADF COUNTY Expiration Date: 11/04/18 �1juguerml Approval Date: 05/04/17 Page 2 of 31 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Ruberoid' HW 39.37"(1 meter) ASTM D6164 Smooth surfaced torch applied SBS base or anchor Smooth wide sheet reinforced with a polyester mat. GAFGLAS` 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced Mineral Surfaced Wide with fiberglass mat. Cap Sheet Tri-Ply 'BUR 39.37"(1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced Granule Cap Sheet Wide with fiberglass mat. GAFGLAS' 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet roin�'ofaed EnergyCap,�, . 6Wide with fiberglass mat. Cap sheet i at s factory6c6o6 6666.ated 6 0. Mineral Surfaced with TOPCOAT"Energyr'pj�;O lastcCtei!;0 .... 0 Cap Sheet Coating. *09:0* 6 6 .6006. Topcoat"Surface 5 or 55 gallons ASTM D6083 Solvent-based thermoplasti.c0r�,bber ;6.6,0 *0:00 Seal SB sealant designed to protecj Ui4 store aged roof .6;0 6' surfaces and to increase roof r*0ectivit)6.'6' Topcoat''' 1,5 or 55 gallons ASTM D6083 Water-based elastomeric ioattng 0 00 0000; Membrane Topcoat'MB Plus 5 or 55 gallons Proprietary Water based, low VOC primer designed tob bck 0 asphalt bleed-through. Topcoat"FireOutT" 5 or 55 gallons Proprietary Low VOC,water based fire barrier coating. Fire Barrier Coating VersaShield®Fire- 12"x 100' rolls ASTM D226 Non-asphaltic, fiberglass reinforced underlayment Resistant Roof and/or fire barrier Deck Protection VersaShield®SoloT" 42"roll wide, 100 ASTM D146, Non-asphaltic, fire resistant fiberglass Fire-Resistant Slip ft. D828,D4869, underlayment Sheet D6757 Topcoat" 1,5 gallons or TAS 139 Solvent-based elastomeric sealant. F1exSealT°' 1 qt. tube NOA No.: 14-1030.01 MIAMMADE COUNTY Expiration Date: 11/04/18 �j'm• Approval Date: 05/04/17 Page 3 of 31 APPROVED INSULATIONS: TABLE 2 Manufacturer Product Name Product Description (With Current NOA) EnergyGuard"'Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard' Tapered Polyisocyanurate foam insulation GAF Polyiso Insulation EnergyGuard"'Ultra Polyiso Glass-faced polyisocyanurate foam insulation GAF Insulation EnergyGuard"'RA Polyiso Polyisocyanurate foam insulation GAF 9 9 6• •••• 000000 Insulation . . EnergyGuard"RA Composite Polyisocyanurate foam insulation with high 00 0 GAF;...;. Polyiso Insulation density fiberboard or pennalite 009:99 0 '•0.0 0 0000.. 0000.. EnergyGuard'RH Polyiso Polyisocyanurate foam insulation •••••.GAF;•. •. • Insulation 0000 0 00 00.60 09.60. . 0 000.0 EnergyGuard"RH Tapered Polyisocyanurate foam insulation ••6•••GAT•••••' •••••• Polyiso Insulation 9.6"• 0 ' . . . . 996666 0000.. EnergyGuard"RN Polyiso Polyisocyanurate foam insulation �*.GAF- :0 0 0 0 0 Insulation •' 000000 • 00 6 EnergyGuard"Perlite Roof Perlite insulation board GAF Insulation EnergyGuard"Perlite Recover Perlite recover board GAF Board Securock'Gypsum-Fiber Roof Gypsum board United States Gypsum Corp. Board Securock"Glass-Mat Roof Glass faced gypsum board United States Gypsum Corp. Board Structodek'High Density Fiber High density fiberboard Blue Ridge Fiberboard, Inc. Board Roof Insulation DensDeck"Prime Roof Board Gypsum board Georgia-Pacific Gypsum LLC DensDeck"Roof Board Gypsum board Georgia-Pacific Gypsum LLC NOA No.: 14-1030.01 MtatNEaaaE COUNrir Expiration Date: 11/04/18 JAPPROVED11 Approval Date: 05/04/17 Page 4 of 31 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-Tec'"#12 Fastener Phillips head,modified #12 x 8"max. GAF buttress thread,pinch point, length,#3 carbon steel fastener for use Phillips head. in steel or wood decks. With CR-10 coating. Available with a pinch point or drill point. 2. Drill-Tec'"#14 Fastener Truss head,self-drilling, #14 x 16" GAY pinch point,high thread max. length,- fastener ength•fastener for use in steel, wood #3 Phillips ;...;. or concrete decks. head. ••• • 3. Drill-Tec'"ASAP 3S Drill-Teel"'#12 Fastener with See •••• C kF• ��••• Drill-Tee"'3" Standard Steel components •••• •• ••••• Plate. .. .. .. .. ...... 4. Drill-Tec'"" 3" Steel Plate Round Galvalume'°1 steel 3"Round ...... GA& •' stress plate with reinforcing •••••• ribs and recessed for use with • .. Drill-Tec" fasteners. •• • 5. Drill-Tec" 3" Standard Steel Galvalumelt coated steel 3" Round GAF Plate stress plate for use with approved Drill-Tec"' fasteners. 6. Drill-Tec'"AccuTracg'Flat A2-SS aluminized steel plate 3" square; GAF Plate for use with Drill-Tec'" .017"thick fasteners. 7. Drill-Tec"AccuTrac' Galvalume't steel plate with 3" square; GAF Recessed Plate recess for use with Drill- .017"thick Teel"'fasteners. 8. Drill-Tec 3 in. Ribbed Round Galvalume'plated 3" Round GAF Galvalume Plate(Flat) steel stress plate with reinforcing ribs for use with Drill-Tec" fasteners. NOA No.: 14-1030.01 Mu►MMADe CIDIMTr Expiration Date: 11/04/18 + + Approval Date: 05/04/17 Page 5 of 31 EVIDENCE SUBMITTED: Test Aaency Test Identifier Description Date Factory Mutual Research Corp. 3014547 4470 05/22/03 3029832 4470 05/11/07 3033135 4470 11/24/08 3034312 4470 04/09/09 3036980 4470 08/14/09 3038278 4470 11/18/11 3040738 4470 11/16/10 3041769 4470 05/26/11 3042887 4470 11/14/11 3042905 4470 01/10/12 3046081 4470 . T1113/13 3047636 4470 W/08/13••• • ODOAKAM 4470 „ , ;••Q?/09/99.,,,,, OD 1 A8.AM 4470 ...;.. Q7/29/94. OY9Q5.AM 4470 •••• :-.04/01/98 1 B9A8.AM 4470 •••• 09%04/97••••• B8A4.AM 4470 • 3139QLAM 4470 " *0 M8/98 3D4Q2.AM 4470 45/30/97...„ 797-03221-267 4470 ;"09/27/07. 797-03825-267 4470 ..0-4/21/08:"'• 797-10228-267 4470 ••01•%23/15 UL LLC R1306 UL 790 04/04/17 PRI Construction Materials GAF-012-02-02 ASTM D4977 11/06/01 Technologies, LLC GAF-020-02-01 ASTM D4977 02/01/02 GAF-082-02-01 ASTM D6083 05/07/06 GAF-084-02-01 ASTM D6083 05/09/06 GAF-122-02-01 TAS 139 05/07/06 GAF-270-02-02 ASTM D226 11/15/10 GAF-276-02-OlRev ASTM D6083 12/16/10 GAF-276-02-02 ASTM D226 11/15/10 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF-417-02-01 ASTM C1289 05/28/13 GAF-464-02-01 ASTM C1289 10/22/12 GAF-464-02-01 ASTM C1289 02/06/14 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 GAF-549-02-01 TAS 114 08/08/14 GAF-549-02-02 TAS 114 08/08/14 GAF-559-02-01 TAS 117(B) 09/30/14 NOA No.: 14=1030.01 r IAMManeCOuwry Expiration Date: 11/04/18 '"• • Approval Date: 05/04/17 Page 6 of 31 EVIDENCE SUBMITTED: (CONTINUED) Test Aeencv Test Identifier Description Date PRI Construction Materials GAF-559-02-04 ASTM D 1876 10/01/14 Technologies, LLC GAF-559-02-05 ASTM D 1876 10/15/14 GAF-559-02-06 TAS 114(H) 10/02/14 GAF-559-02-07 ASTM D 903 10/02/14 GAF-559-02-08 ASTM D 903 10/02/14 GAF-559-02-09 ASTM D 903 10/02/14 GAF-559-02-11 TAS 114 10/14/14 GAF-559-02-12 TAS 114 10/14/14 GAF-559-02-13 TAS 114 10/15/14 GAF-559-02-14 TAS 114 10/15/14 GAF-559-02-15 TAS 114 •••?&j 5/14 GAF-559-02-16 TAS 114 "x0/15/14" GAF-559-02-18 TAS 114 :•-Al-15/14 • GAF-559-02-19 TAS 114 ••�'�• Q4/16/l5,•*••: IRT of S.Fl. 02-005 TAS 114 .• .0f/l8/02 02-014 TAS 114 �����• •• 03/;.2/02,,,,, Trinity I ERD C8500SC.11.07 TAS 117 0 0 1x/30/07 630250.02.10-3-R2 ASTM D3904•���� d6/03/15 ....:• . . . . . . G31360.03.10 ASTMD6164 ;••(03/51/10• G33470.01.11 ASTM D6164'..' ..1 V16/11 :" G34140.04.11-2 ASTM D6163 •••d*/ 5/11 G34140.04.11-4-R2 ASTM D6401 06/04/15 G34140.04.11-5-R3 ASTM D4897 06/04/15 G36780.07.11-R1 4470-TAS 114 07/18/11 G40630.01.14-1 ASTM D6163 01/06/14 G40630.01.14-2A ASTM D6164 01/07/14 G40630.01.14-2A-1-R1 ASTM D6164 04/10/14 G43610.01.14 ASTM D3909 01/22/14 G6850.08.07-1 ASTM D3909 08/13/07 SC6870.08.14-R1 ASTM D3909 09/04/14 Atlantic&Caribbean Roof 11-053 TAS 114 08/12/11 Consultants,LLC — NOA No.: 14-1030.01 M1AMMADE COUNTYR Expiration Date: 11/04/18 �ffjjuwsyjjmApproval Date: 05/04/17 Page 7 of 31 h Membrane Type: BUR Deck Type 1I: Wood,Non Insulated Deck Description: Min. 15/32"thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(3): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: TOPCOAT FircOut'"Fire Barrier Coating,VersaShield'"'Fire-Resistant Slip Sheet or (optional) VersaShield''Solo'"Fire-Resistant Slip Sheet installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS'#75 Base Sheet, Tri-Ply"#75 Base Sheet, Ruberoid'20 Smooth or GAFGLAS' Stratavent"- Venting Nailable Base Sheet is secured as described btlow. . . 0000 0.000. Fastening Miami-Dade County Approved min. 12 ga. annular ring shank oalsand min. 1418 in. • Option#1: diameter tin caps are spaced 8 in. o.c. in the min.4 in. wide aneltgrsheet s4de laps and 8••••• in. o.c. in the field of the sheet in two staggered rows. *00000 . . (Maximum Design Pressure:—45 psf.See General Limitatian P7;* 0 0 �. 0000. 0000 0 00 00009 Fastening rdiameter 0n ml . - •• ••Option#2: tin caps are spaced 6 in. o.c. in the min 4 in. wide ari'6tiot%beet sid>s9aj5S and G' 0 .c. in the field of the sheet in two staggered rows. 0ximum Design Pressure:—52.5 psf.See General Limitation#7) ;••••• 0000.. Fastening n - ec 4 asteners an Drill-Tec 3 in. Stnd aard Steel PIfttes'Drill-X&; . ' ' 0 0 Option#3: AccuTrac'Flat Plates or Drill-Tec'""3 in.Ribbed Galvalume Plate(Flat)are spaced 16 in. o.c. in the inin.4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure:—52.5 psf.See General Limitation #7) Fastening Drill-TecT"#14 Fasteners and Drill-Tec''3 in. Standard Steel Plates,Drill-Tec" Option#4: AccuTrac'Flat Plates or Drill-TecT'3 in. Ribbed Galvalume Plate(Flat)are spaced 12 in. o.c. in the min 4 in.wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure:—60 psf. See General Limitation #7) Fastening Drill-Tec-'#14 Fasteners and Drill-Tec'"3 in. Standard Steel Plates,Drill-Tee' Option#5: AccuTrac'Flat Plates or Drill-Tec'" 3 in. Ribbed Galvalume Plate(Flat)are spaced 8 in. o.c. in the min.4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure:—97.5 psf. See General Limitation:#7) Ply Sheet: When optional cap sheet is present: Two or more plies of GAFGLAS®Ply 4,Tri-Ply'Ply 4, GAFGLAS®Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. When optional cap sheet is not present: Three or more plies of GAFGLAS"Ply 4,Tri-Plyl Ply 4,GAFGLAS'Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. NOA No.: 144030.01 MIAM IDADECOUNMW Expiration Date: 11/04/18 • r Approval Date: 05/04/17 Page 27 of 31 Cap Sheet: (Optional) GAFGLASI Mineral Surfaced Cap Sheet, Tri-Ply`'BUR Granule Cap Sheet or GAFGLAS EnergyCapr°'Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20—40 lbs./sq. installed per manufacturer's installation 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 4001bs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat'Membrane or Topcoat'Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat''MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer)followed by Topcoat's Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. . . .... ...... ...... Maximum Design ...... ...... Pressure: See Fastening Above. ...:.. .... . .. ..... ...... . . ..... .. .. .. .. ...... . . . . ...... NOA No.: 14-1030.01 M1AMM ADECt)UNTY Expiration Date: 11/04/18 ��Ijj � Approval Date: 05/04/17 Page 28 of 31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLASf'Ply 4 and GAFGLASO Flex Ply'.6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4"DensDeck—Roof Board or %"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 inultiple 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 asphaft�p�wel size••••• shall be 4'x 4'maximum. • 4. An overlay and/or recovery board insulation panel is required on all applications over cl g4lell fq'iah'1 bulatious.:% when the base sheet is fully mopped.If no recovery board is used the base sheet shall ba applied using spot • mopping with approved asphalt, 12" diameter circles,24" o.c.; or strip mopped 8"ribbjmsa ti jhree{fys,•Qne at • • each sidelap and one down the center of the sheet allowing a continuous area of ventilatidli'EncirdlinIf 8f the strips is not acceptable. A 6"break shall be placed every 12'in each ribbon to allow cross vextilatiot Asphalt •• application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot att•• e• stems.As* all be ••�I* limited to a maximum design pressure of-45 psf. ' . . . . ...... 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Fore%(F')-value oMMf., as:..... tested in compliance with Testing Application Standard TAS 105. If the fastener value,aas field-tes1e�,.a1rj belo• 275 lbf. insulation attachment shall not be acceptable. .. . 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer,Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Rooting 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 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-1030.01 ��MIAMMADE COUNTY Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 31 of 31 M IAM r<, MIAMI-RADE.COUNTY " PRODUCT(,CON"1`RUt.SFCI`tU ' t)FP��ftTilEN'rUh'i l GL=I.A 1'UItY ANlI F;CONONTIC RESOURCES(R'ER) 1 Ckt)5 Stiw'2'(;Street,Itocanr 20K BOARD AND CODE ADMINISTRATION DIVI ON Miami.Florida 33''[ -24U T(786)315-2590 1, (78,0)315-209 NOTICE OF ACCEPTANCE (SOA) www�W.a;rt,ri�tlaaar.{„r/L'if'C{I[rolrl}• Boral Roofing,LLC. 7515 Irvine. Center Drive,Strite.100 Irvine,CA'92618 SCOPE: This NOA is helm;issued under the<ipplicablc rules and regulations govtuning tits use orconstructioti materials.The::. (16CL Ttentation submitted has been reviewved;and accepted by Miami-Dade County AE -'Product Control Section to be, used in Miami-Dade County and other areas where allowed by the Authority HavingJurisdiction(AI U)) This'ROA shall not be valid after the expiration date stated below.The Miami-Dade County Product Coni station (in Miami-Dade County) and/or the 1H.1(in ureas other than Miami-Dade Countyl reserve t1k rig ivo ha.c�lit1 000::0 product or material tested for duality assurani:e purposes. If tors product or material fait• lop:f:r::In tht:�cc�pted 0000:* h procll incur the expense of such testing and the AI-TJ maty tmnicdiatej j.gq% ce,rnodif�or . . manner,the Ittanufaeturt,r.w� , 0000.. sus end-the use ofsuc luct err material,within the it jurisdiction. REk reserves the right tQ�gyoke thij,;tccgptauce,0 . ifit is'determined by'Miami-Da de County Product Control Section that this product or;nratcrlal.WA to nii ct lis* •0000 ►•ecluirements ofthc applicable building cede. *foe** 0 0 00000• "Phis product:is approved as described herein, and has been designed to'c;oinp[y with the,(Alorittu MMIding C'Tific•e ••••:• including the High Velocity Hurricane lona ol'the Florida Building Code. ;••;•; 00 0000.. 0000.. DESCRIPTION:='Boral Villa 900 Concrete Roof Tile .•. :0000: LABELING: Each unit shall hear a permanent label With tile manufacturer's name or logo,c:ity;'state and following statement: "Miattri-Dade County Product Control:Approved"..unless otherwise noted herein. REN 1?ti'_AL 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 a:ff'ecting the performance ct.f'this product. TERMIN,ATION,of this NOA.iw°iII oceur after the expiration date or;if there has been a revision or change in tlir ntateria(s,use,and/or manuf-acture-of the product of process. ,Misuse li of'ts NOA as itnendorsetr�c nt of any product, t'or sales,advertising;or any ether pu,rlaoses:shall automatically terminate this NOA. Failure to comply with any section of(his NOA shall be cause,for termination and removal of"'NOA. ADVERTISEMENT: The NOA number preecdcd by the word, Miami-Dade.County, Florida, and followa<cdl by the expiration date may be displayed in advertising literature, If any portion of the NCAA is displayed. then;it shall be done. in its ctitlrety. NSPECTK')i\?: A cony of this entire NOA shall be provided to the user by'the manufacturcr or its distributors amid shall be available for°i rspcction at the joh site at (lie request of the Building Official. 'Phis KiOA renew -s .\,bA No.l -1130, 20 and,consists of pages',I thro.ugh:7. The submitted,documentation was reviewed by Alex Tigera. MICA k'A iNOA1 No,: 1&0711.04 QMIAMMIMADECM Expiration Date:09/21121 Approval Dates 09/01/16 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete I. SCOPE This renews a system using Boral Villa 900 Concrete Roof Tile,as manufactured Boral Roofing, LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For 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 PtBdAtf • Applicant Dimensions Specifications Desc'ri den ' .. ..... Boral Roofing Villa 900 Length= 17" TAS 112 Low profile,interlocking,ltif pressure extruded.:..' Width= 13" Type I b concrete roof tile equipped with threanailloles•••••• '/i"thick Class III and double rolls. For O t CrQeck,batten,mortar •� or adhesive set applications.• ;...;• •••••• Trim Pieces I=varies TAS 112 Accessory trim,concrdtcrbor pieces fpr use at ;••••; w=varies ridges, hips and rakes. '..'.' varying thickness 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name Product Description Manufacturer (With Current NOA) ICP Adhesives Polyset AH-160 Two component polyurethane ICP Adhesives and Sealants,Inc. foam adhesive. ICP Adhesives Polyset RTA-1 Single component polyurethane ICP Adhesives and Sealants,Inc. foam roof tile adhesive. TILE BONDTM'Roof Tile Adhesive Single component polyurethane The Dow Chemical Company foam roof the adhesive. "Tile The"Roof Tile Mortar Premixed,pre-bagged roof tile Bermuda Roof Co. Inc. mortar. 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales,FL NOA No.: 16-0711.04 MIAMI IMPROVED[ [I Expiration Date:09/21/21 Illlllllllll Approval Date:09/01/16 Page 2 of 7 2.3 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Reno rt Date Nutting Engineers 13343.1 TAS 112 Apr.2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix If 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. M***:1994 ..... Engineering,Inc. TAS 101 (Adhesive Seth.• • The Center for Applied 94-084 Static Uplift Testing•••;•• May 1994 •••••• Engineering,Inc. TAS 101 (Mortar Seth' 'I . .... .. . . . Redland Technologies P0631-01 Wind Tunnel Testing....' 3ur)c1094 ..... TAS 108(Mortar Set) - •- . : ••••• Redland Technologies Letter Dated Aug. I, 1994 Wind Tunnel Testings:.::. Aug.1§94 TAS 108(Nail-On) The Center for Applied Project No. 307025 Wind Driven Rain ; .•. Oct. 1994 Engineering,Inc. Test#MDC-76 TAS 100 " ' • The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering,Inc. 25-7183-2 TAS 102 (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering,Inc. 25-7214-6 TAS 102 (I Quik-Drive Screw,Direct Deck) (I 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 Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering,Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moment Due to Gravity 09/01/16 American Test Lab of South RT0617.02-16 TAS 112 06/29/16 Florida NOA No.: 16-0711.04 MIAMFDADEGCit1NTY Expiration Date:09/21!21 Approval Date:09/01/16 Page 3 of 7 3. 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 shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope anles:stated otherwise by the underlayment material manufacturers published literature. 0000 •••••• 3.6 This acceptance is for wood deck applications. Minimum deck requirements sh4ll ljejn coiPhanc+e with •• applicable building code. • 4. INSTALLATION •••• •• ••••• ..... . ..... 4.1 Villa 900 Concrete Roof Tile and its components shall be installed in strict coiupliance IN;&i.lioofing 9*e o 9 Application Standard RAS 118, RAS 119,and RAS 120. ...... .• 4.2 Data For Attachment Calculations :...:. •••••• Table 1: Average Weight(W)and Dimensions(I x w) • Tile Profile Weight-W(lbf) Length-1 (ft) Width-w(ft) Villa 900 Concrete Tile 1 10.90 1.42 1.08 Table 2: Aerodynamic Multipliers -X(ft3) Tile 2,(ft') ;L(ft') Profile Batten Application Direct Deck Application Villa 900 Concrete Tile 0.291 0.315 Table 3: Restoring Moments due to Gravity-M9(ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile grester Villa 900 Direct Direct Battens Direct Battens Direct Battens Direct Battens Direct Concrete Tile Deck Deck I Deck Deck Deck Deck 7.70 7.62 6.56 7.50 6.42 7.34 6.26 7.15 1 6.08 6.95 NOA No.: 16-0711.04 M1AMEoaDseoutm Expiration Date:09/21/21 I- Approval Date:09/01/16 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment- Mr(ft-Ibf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/321' plywood) Villa 900 2-10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 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 .A&1 1-10d Smooth or Screw 24.3 24.3 •• •-0* ••;• 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 8 • Shank Nails Field Clip) ;••• 2-10d Smooth or Screw 31.9 31.9 ...... '.322 .... Shank Nails Eave Clip) ...... . . .. . ...... Table 5: Attachment Resistance Expressed as a Moment Mf Oft-lief). • for Two Paddy Adhesive Set Systems ' Tile Tile Application Minimum Attachment Profile Resistance Villa 900 Concrete Tile Adhesive' 26.12.3 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond one-component foam,minimum weight per paddy 11.4 grams. 3 ICP Adhesives Polyset®AH-160 two-component foam,minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-ibf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Villa 900 Concrete Tile ICP Adhesives PolysetO AH-160 two-component foam 86.614 ICP Adhesives PolysetO AH-160 two-component foam 45.55 4 Large paddy placement of minimum 54 grams. 5 Medium paddy placement of minimum 24 grams. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Villa 900 Concrete Tile Mortar Sets 20.60 Tile-Tite Roof Tile Mortar. NOA No.: 16-0711.04 Mwtrtwneeeoufvrir Expiration Date:09/21/21 Approval Date:09/01/16 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami-Dade County Product Control Approved". LABEL FOR BORAL VILLA 900 CONCRETE TILE •••••• (LOCATED ON THE UNDERSIDE OF TILE) C. BUILDING PERMIT REQUIREMENTS: ••'••• ;...•; 6.1 Application for building permit shall be accompanied by copies of the following: ..... 6.1.1 This Notice of Acceptance. ...... ..:..' 6.1.2 Any other documents required by Building Official or Applicable building code to arner to properly .... •• evaluate the installation of this system. •••••• • . . . . . ...... COLiNTY NOA No.: 1"711.04 CMAMMADE� ,...OV - � Expiration Date:09/21121 Approval Date:09/01/16 Page 6 of 7 PROFILE DRAWING (half holes 12" 1" ---+ 00*00 -. . • ...s ,,.,.. Oven n • 17. ..�.. ...... Underlock + •• • I . VILLA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 16-0711.04 MIAMFQu4DE1123 1 rig CO;N7Y Expiration Date:09/21/21 ..._. . ... ... _ Approval Date:09/01/16 Page 7 of 7 ��1T .TC�l:J.iZ13{IS'-Ri�afingSystsms:= -. • TGFU"R13QC: Roof ng Systems. Pammana Roofing Systems See General Information for Roofing Svstams .. R1309 1 OR PARSIPPAW,N)070$4 USA •••• ..... .. • ._. •.•. •....• 'RUBERQIOO 20 StnOoth".of°RUHEROIOD'Wtnp Smooth'or°RUBERt210®Mop Smooth°i 5"..majr be uCfllzeB a jA a"nWV Cte�o Type G2 • 'GAFGtAS�47S:Base Sheet"or"TIrI-Piy+�#75 Base Sheet"or"GAFGLASt�*So Ultlma'"Base Sheet"base sheets in any .lir*Aftwing •. Cfasslficatlons; 1/24ru thick(minimum)gypstun board'or.1/44.thick(minimum)Georgia-Pacific Gypsum LLC'OensUebk®i,�or 7�hsi�ecFct�P D*... Roofboard'or*DensOeck@ OuraGuardT"Roofboarcr or 1/4-in.thick(minimum)United States Gypsum Co." R Roo Board'(type FRX-G)ar`SECUROCRO Glass-Mat Roof Board"('type SGMRX)may be used in''any extstlng�noncombustible ddItItfasosificatft.Widen thisie• ••• cane,the resulting rooting system is acceptable for use over combustible(15/32-In.thick minimum)roof decks PWewever,therbutt)klirit5 Inid"•• gypsum bound and Georgia-Pacific:Gypsum LLC"Dens0eck4D Rmfboard'or"DensOe&O Prime Roolboard`OG~ems 0Wfit+t{""` •.•..• Raofboard'are to offset a minimum of 64n.with the butt joints In the roof deck.If polystyrene is part of the roof systern,>lt must be placed Wow , • ow the o�ayment board.1/4-In.thick{minimum)"SECUROCKO Roof Board"CTYpe'FRX=G)and'SECURDtft *ass-Met.RAf Board"(lyps'. SGMRX)are limited to a maximum 3:12 slope whenused:over a combustible deck in a system with any UL Classlfiedlnsulattan exoert •••••• •••.• pDtIFS1yTeT1Ea . . • • • Multiple plies OT ype Gi''GAFGLASQ Ply 4'or"7H-PIy®Ply 4"or"GAFGtASO Reik Ply 6°or'Tri-PIyO Ultra-Mbietaty 6.rWW4dheretlta' • Georgia-Pacific Gypsum LLC°OensOeck@ Roolboard"or"DensDeck§Prime Roofb rd's or"DensiDeclO. nuraGuatd'"Rdofboar6"to hot roofing sspbatt: - 'GAFGLA SO R.exPty4I"5 3"i:'andGAFGL 59 FlexP V'»6"may be used interchangeablyIn any roof cohering system Wind.below: _.... ...... .. _ _. .... ... . .. ..... .. °EnergyGuard'"Ultra°is err acceptable alI ernate. to"EnergyGuardf 1 In any applicable Classification. 'GAFf3LAS Sbutavent(O Natlabie Venting,Base Sf►eet"rrkay be mecharikalfy fastened or fully adhered with hot roofing asphalt over n comtwsUble decks and as a recover over existing roof systems: "EnergyGuard'"Pefite Insulation"may be utilized as a'coverboard over"EnergyGuard"'"in any of the Following systems. Unless:otherwise.Indicated,the roof Insulation Is mechanically fastened,fully adhered with hot roofing asphalt or UL Classified urethane insulation adhesive.Palistyrene.referenced'in any of the following Classifications include insulation. Unless'othirM5e indleetei4 all insulations may be adhered with any UL+GasstfEed Insulation Adhesive per the manufacwees lirstaflatfoR Instructions(e)kcuding`CRF Adhesive 00)In any appllcable'bion.; ombustlble Roof Deck Classifications. 'EaergyGuardr"Tapered'Is an acceptable alternate to"EnergyGuard'"'in any applicable Cfasslflcation. °EnergyCuerd"i ultra Tapered-is an acceptable alternate to"EnergyGuard"`Ultra"ln;iny appUtible Clasibli etion: "Eri&Oduard-NH Tepered"ls an acceptable alternate to'"EnergyGuan!"°NH"In sny"appli able Classification. hene*Guardlm NH Ultra Tapered*Is an acceptable alternate to"EnergyGuardTM NH Ultra'In any applicable Classification. %nergyGuard""Berrier Tapered'Is an acoeptoble altemate'to"EnergyGuard-eardee. 'EmMyGuard-PIH Sorrier Tapered°is an acceptable aftemate to"Ener#y6uard•"NH Barrier., Minimum 14n.thick*Energy Gua rd"Battler"Is ori 6660table alternate to'EnergyGuard'"Ultra"In any applicable Classiflcatloh., Mlnlmvm 1-4n.thick"Enel�gyGuard'"NH Berner"is,an acceptable alternate to"EnergyGuard""NH Ultra°'in any applicable C OSSIfici ».. ASPHALT FMLT SYSTEMS WI N HOT IROOFM.G. ASPHALT Type G2 asphalt glass mat base sheet("GAFGLAse#7S Base Sheet"'or"Tri-Flys 07S Base Sheet"or"GAFGLASO 080 UltfrnaT ease Sheer). is a suit�ile aitamate for'fype Gi.*bait glass fiber ply sheet("GAFGLAt(O Pty 4"or"FH-PlyO Ply 4"or"GAFGLASO flex Ply 6"or'Tri-Ply(D` ultra=Plerdble-Ply b")in the Class A,B or.C:roof systems Indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass tnat.base sheet"GAFGL4SO StrataventO Nallable Venting Base Shaer or'GAFGIAS@ Stratavent(D Perforated Venting Base Sheer..Perforated rase sheets to be loose chid or fully adhered with hot roofing: asphaft and rlailable base sheets are to be mechanically fastened granule side down. A5 afi tlJittotl type 62 asphalt glass mat base sheet("GAFGtAS(D#7S Base Sheer or`frl.Plyi&#75 Base Sheet"or°GAFGLASO#80 Ultima'" ease Sheet"or°GAFGLASO Stratavento Nallable Venting Base Sheet")may be substituted For Type G asphalt glass fiber ply sliest 1148 htiplfdataba6eufoomtcgrttinlXYVRsmpletWUSEXTt1FRAMEloawpage.htmi7nmife=TGFU.R1318acir shorttlEfe-Roofing+Systarns8ctrjiklat(}?435 ..: i. 1 F 7�l7 TGFtt R 1306-ftooflng Systems 012, Plr .; dr%ilii-Pty - . 4'cr' Af7atas�Reye FJy sa ar:7}1-Ply ultr8-Ffey ible Ply: as 33se nailed lase pry In the nalowi tQ; Bat Cn 11ff dr d s tdaa ", adhered with hot roofing asphalt or mechanically fastened. urtles;rc'otherwise,'Indicated,all Insulations may be-fully adhered with hot roofing asphalt or mechanically fastened. `&AfGU#StBt Flashing'or"RUBEROIDW may be used for flashing to any of the Class A,8 or C systems listed below. When."pErtlte'Is`refeWCed,this Includes any Ui Glassifted pertlte tnsulation. Crrf stones or stag atm suitable alternates for gravel in any of the Crass Aj B or C systems listed. 5trudurat oe'me(it fiber building units are considered.sultable to be included as a deck in the'Following ekes A S.or c systems tl&tei!oval C 15/32 or NC. The use of gypsum board under any,of the following abas A,B"or C systems does not adversely affect the rating. firemhtttnurri thick gypsum board is an aeoeptabte alternate for minimum Insutatto over C-1S/32 thick roof decks. Ttie u ,e pelystyrene Irrsulatlon board between minimum 314-in.thick perlite board and deck with rosin paper(periEte/rosln. peperlpoly4iNrane/perliDa)is a suitable aiternate fvr polylsocyanurate board hn.the following Class A,8 or C systems. Trumbull_"Ferrite Moa'tray be utilized with,any of the foitowing"Asphalt Felt Systems with Not Roofing Asphalt".. YAFGLAS®d80 tlltim vm Base Sheet"may be used in any of the following systems. • • �•.••� •••••• 'GAFnEMP PonrW to Recover Board"ma be used In lieu of an g Y y perllre insulation in any of the,following NC Cfmfications :900:0 . Unless otherwise indicated,any of the"Asphralt Felt Systems �vith Not Rcofing Asphalt"may be'surfaced BireShleid NO • Roof Coating"applied>ita robe of-2-1/2 to 3-gatf100-ft1. •••••• ClawsA,.sand C' •.••• • •• ••.•• Hat ronf.l..ogasphaltfor use with glass felts or:modlfed tftumen membranes: ••.••• • • ••••• • • • • • -RUBEROID*Heat Wdd'SBS roofing membranes may be"used iii lieu of*RUBEROTDO Mop"SBS roofing metnbrscrics In any applhcabte • t3assihiration. • • . • peas'p • • • • • 1.DeCist C-1'5/32 IftCtirte:.3 w• • ••••• • • earrfee ftard(Optltistetl)s One or more:layers minimum 1/4-In:thick Georgia-Pacific Gypsum LLC"pensfkxit®RoOtbaard"or "DensDeckO'Prhme Roalboard"or"DensVeck§OuraGuaM*"'Roofboard".or minimum 1/4.4n.thick United States Gypsum CO. '$WJROCft Root Board* '(IYpe FRX-G)ar'a SESrUROCK®Grass-Mat.RoofBoard"(Type SGMRX). Vapor Barter.:-one or aweplies-GAF®SA Vapor Retarder'self-adhered 3sisailaf Ions—One"or more layers periite or wood fiber or glass fiber or polyisocyanurate or urethane or perhlte/polylsoeyanurate o"nposite or perilte/urethsene"composite or,wood fiber/lio�+snurate composite or phenolic,any tfllckness. Pty Sheet:—Three or more pries Type 61"GAFGLASO Ply 40 or"Tri-Fly®Ply 4'or"GAFGLASO Flex Ply 60or'N-MVO Ulbra-0exibig Ply.5',fully adhered with hoot,meting asphalt. Surfadni —Gravel.: 2.Deft C-15/32 Incline,2 Berrh+�A4ard(Opftnal)s—One or more layers minimum 1/4-in.thick Georgla-Pacific Gypsum LLC't,?ensDeckia Roofboard"'or 'DensDeckO Prime Roofboard"or'DenM)eckO OuraGuard"Roofboard"or minimum 1/4-in.thick United States Gypsum Co. 'S£CUROCKS Roof Board"(type FRX-G)or"SECUROCKO Glass-Mat Roof Board"(type SGMRX). insulations,-One or more layers periite or wood fflier or glass fiber or polylsocyanurate or uiethane or pertite/potyisocyanurate composlte:or perilte/urethar a composite or wand fiber/potylsocyanurete composite or phenolic,any.thickness.' Ply Sheet:--Three or more plies Type G1"G<AFGLASO Ply'4"or MI-PIVO,Ply 4"or"GAFGLASO Fleet Ply 4V or'Tr1-Piy�Ultra-Flexible . Ply G' fully adhered with'hot roofing asphalt. ice►Sheets—.,Type G3"GAFGLASO Mineral Surfaaed.Cap Sheer or'Tri-PtyO SUR Granule Cap Sheet"'or"GAFGLASO EnergyCep'" Mftral-Surfaced Cap Sheet,',fully adhered with hot,roofing asphalt. 3.Deds NC; Incline:2 eartfr Dowd(optional):-One or more layers minimum 1/4-In.thick Georgia-Pacific'Gypsum'LLC•Oesn§QecktJORoafbaard"or "Densl3ecirtJy Prime RoofboaW or"CtensDeck(&puraGuardll'RdofboeW or minimum 1/4-in.thick United SWIBs:Gypsum Co. "SECUROCKO Roof Board"(Type FRX-G)or"SECUROf (O Glass-Mat Roof Board'(Type'SGMRX). Insulation(Opdonat)z. One or more layers perilte or wood fiber or glass fiber or polyhsocyanurate or uretharwor pertlte/polylsocyanurate composite or perilte/urethane composite or wood fiber/polyhsocyanurate compositeor phenollc,"2-1n.maximum. P*Sheet—`hWo or more plies Type Gl"GAFGlASO Ply 4"or"Tri-Ply®Ply 4"or"GAFGLASID flex Ply 60 or MI-P"Utdra-Flaxible Ply 6-,fully adhered with hot MORN asphalt. Cap Sha —'Type G3"GAFGi:ASS Mineral Surfaced Cap Sheet"or"Tri-Aly®'BUR Granule Cap Sheer or'GAFGLASO EnergyCar: MIneref-Surfaced Cap Sheet",fully adhered with hot roofing asphalt. 4.Deck:C-15132 Yncaner 1 SUP Shea(Opthanal)s Red rosin paper,nailed to deck. Inssilation(Optiarnai)o-Any thickness perlite or wood fiber or glass fiber or poiyiso yanurate mechanically fastened or adhered with OMG W."Olyeand Fastening System"_or any UL Classified insulation adhesive: ,FM AW Base;�hesG­One pry.Type G2'GAFGlAStef s 5b apt"o_rt'Tri-Ply a75 Base Sheer or"GAFGLA5t6i#80 Ultima-Base Sheer or OGAFGLASO Strataventg Nailable Venting Base Sheet",mechanically fastened, hipJMeta base ul.cornkgRIN YVftsmplalAISMiir-RAMEfshmvpaga htwd?name=TGFU.R13O6gccne or#Mo=Roofno+SysWmo&( lci -1074351':: 2149 .•7i .T�t)J A Tt,TFU.R1308-l .r'—' '�ph —One at atone noes Type Gi'3nac:(es,a ply 4"or'it!-Ply®Ply 4`cr GAFGtAS0 Flex Ply 6"or"1M4"Uttra.�ply 6',hdy adhered with ndat roonrgl a8pnahG COP Sha ft—7hw 63'GAf(s'LAS4p Mbheraf Sutfbced COP Sheer or'tM-Pty®BUR Granule Cap Sheet"or"GAFa Aso eneryyCap- .i8 7 ,idly adhered with hot roofing asphalt C n9(Optfkhna*t—'United Coatings"TOPCOAT®6hergyCote'"Root Gbatlng"or"rOPCOATGO Me Prue Coating"or'thdbed CDOWW"Roof NOW MB Plus Coating"applied at a rate of 2-gaf./100-R.2. 5.Dade RC Indine:3 soft»-One ply Type G2"GAFGLASO 075 Base Shear or"TM-Pty®07S Base Sheet"or"GAFGtAS®#90 Ultima'"Base Sheer or%AFGLAS®Strataven*Nallable Venting Base Shear or"GAFGLASO Strataven*Perforated Vienting Base Sheat•or'GARMAS® adheredSbateventoith roVk"MngBaseofing t"Sheaor"GAFGLAS®Strataw"Perforated Venting Base Sheer',mechanically fastened or(Wily 6',y814010ft-ORO Or-IM fWfly adharedeQl �Milt!hot a PlIW7WW G1 off"aapflHft."�Ply 4a or*Td-"�4"or"GAPGIAS@ Flax Ply 6i"or"iM-Ply UItre.Fbe dWo ply COP N 1 0 1 1-Iype G3%AFd.ASO MMS Surfaced Cap Sheet"or qW Ply®BUR Granule Cap Sheat"or"GAFGLAS®EnergyMp- Mbwaf-Surfaced Cusp SheeN,fully adhered with hot roWIM asphalt. 6.Dela 0-15/32 IDdlne:2 Basvier Board(OPUMB*-One or more feyers minimum 1/4-K thick Georgia-Paeft Gypsum LLC"Denspedc4P RoMbour or. "DeesDedk®Prime Roofimard"or"DensDed*OursGuard"Rootboend'or minimum 1/44n.thick Urftd Stey)es Gyps*g trig.• 'SECUROCK®Roof Board"(type FRX-G)or"SECUROCK6 Gleagd4at Roof Board'(type SGMRX). • • • ••••�• In u-One or more layers perMe or glass fixer or potyisocyanurate or urethene or -� �� • peMlteJktWrene composite or phendic,l-in.mUfmum(offset a minimum of 64n.from plywood dock •• • •.•.•• Base OR6011Y-Oft or more plies Type 61%AFWjMQ Ply 4'or'iM-"Ply 4'o►'GAFGLAS@ PlV FIRI i►:•WG�4 V twR=lbf • Fly 6'or IWM 62"�GAPGLAS®x9:75 Base Shear or'111-Plyf®#75 Base Sheer or'GAFGLAS®#80 Ultima'"Sere��type G3 0000090 Mineral Surfaced Cap Street'or nWPly®OUR Granule Cap Sheet*,mechanically fastened pt ft"pd rot •asphalt Ittebtaam-One er more piles"RUBiB WO Torch Smooth"or"TM-Ply®APP Smooth'or"RUSf3tDiQ( jV0 t+7anulf+"or • *0090 "RUQ Torch 180'or"rd4W@ @ APP Granule",torch applied or"RUBI:R MS Map Smooth or "RyMIS 1.8'or Mop Plus Smooth"or"RUBMIDO Mop Granula'or"Inbee Flex PRF'or IN-"SBS Gfanu' 1-frhily adhered with hot •..... asphWL COP 0—Type G3"GAFGtAS®Monera!Surfbced Cap Shed"or Rlf-Ply®OUR Granula Cep Shad'Cor' •� • - 7. •� l4bwaf-Surfacad Cap Sheer,fWlly adhered with hot rooting asphalt •••• • 7.Ooeits C-15/32 jar 2 •• • •• • • • Bordet'Board(optional);—One or more layers minimum 1/4-hr.thick Georgia-PaMc Gypsum LLC")erdDedt i Roolboard"or "DenvDedt®Prbme R m m lb c rd'or"DemDeck®DuraGuand"'RoofboeM or minimum 3/4-tin.thick Unfted States Gypsum Co, 'SEC; Root Board"(Type FRX-G)or"SECUROCK®G le ss-Mat Roof Board'(hype SG'MRX). Ie (Op21ene8)s—One or mora layers perlibe or woad fUter or glass fiber or polylaocyanurate or hnW&MM or 0�lbdpotytaacyafrurete composite or periite/urethane composite or wood film/polylsocyanurate composite or phenolic,any thickness. Base Sheat:-T1eo or more pUm Type 62°GAFrGL M#75 Base Sheer or"iM-Ply®x75 Base Sheer or"GAMM&080 UkIma"' Baas Sheer or'GAFGLAS®StrateventO Mailable Venting Base Sheer or"GAFGLAS®Strataveno Perforated Venting Bese Sheer 'GAFGLASG Stratavantfp Nailable My"Base Sheer or"GAFGLASGO Strateme Fftrweted Venting Base Sheer or Type G3 'GAFGlAS®S®Mineral Surfaced Cap Shear or'itMPFydd MIR Granule Cap Sheer",mechanically fastened or hilly adhered with hot coating asphatL Pty Shea!(Opi6anal)t—One or more piles Type Gl%AFGLASO Ply 4"or"TM-Ply®Ply 4"or"GAFGLASGO Ply Flex 6'or"W" uba4%xibie Ply 6",filly adhered with hot roofit i;asphalt. Mand MM—One or more PROS'RIIBEROID®Torch Smooth"or"tri-Ply®APP Smooth"or"RUS RtOiD®Torch Grarwfe"or "RUSERDIDO Tinct 180"or'TM-Ply®APP GrenuW,torch applied or"RUSEROID®Mop Smooth"or'RUBl: MQ Map Smooth 1.7 or ORLIDEPAWD Mop Pius Smooth"Or MISi SID®Mop Granula"or'Inbec Flex PRF"or nh-l"SBS GrWwW fully adhered with Trot MdIA9 asphalt Cap Meet—Type 63-GAFGASO Mloerai Surfaced Cap Sheet'or"Til-Ply®OUR Granule Cap Sheet'or'C,AFG,LASO EnergyCepw MMtW*Smfaced Cap Sheat",fully adhered with hot roofing asphalt. 8.Dela NC Udine:2 Barrier Board(OpdwAI)s—One or mote layers minimum 1/44n.thick Georgie-PKMc Gypsum LLC'OensDedk®RooRtoard"or MensDecke Prone Roofboerd"or'DensDedO DwaGuard'"RootboaN'or minimum 1/44n.thick United States Gypsum Co. %MMOCK9 Roof Board"(type FRX-G)or"SECUROCKGO Glase4lat Roof Board"(Type SGMRX). ins»lallors(Opthmat)t—PetlPoe or glass fiber or polylsocyanurate or wood fiber or machanicaDy,fhstefred,any thickness. Base Sheets—One or more phos type G2"GAFGtAS®#75 Base Shed"or*M-"075 Baso Sheet'or"GAFGLASO#80 utme+" Base Sheat"or'GAFGi,tiAS®Stratevent®Nallable Venting Base Sheet'or%%LAS®StralsventV Peflorated Venting Base Sheer or "GAPGLASO Stlebaveno Nallable Venft Base Sheer or'GAFGLASO Strotevent®Perforated Venting Base Shser,mekfnanimW fastened or hely adhered with hot roofing asphalt Mir f Shea dIvadhered with hot roiling eslls—One or more plies�p GI MAFGLASGO Ply 4"or"TFI-Pty®Ply 4"or"GAFGLASO Flex Ply 6"or"1t 4WG Ulfre4�bfe Pty Cop Shoob—Type 63'GAPGLASO Mineral Surfaced Cop Shear or"TM-Ply®BUR Granule Cap Shear,fully adhered with hot roofbsg —"Vatted Coatings"'Flreshlehi MB Root Coating'applied at a rate of 2-1/2 to 3-0./3004L2. 9.Dela C-1S/32 LKtMe:1 eaffler Boafd(OplJowl):-One or more layers minimum 1/4-In.thick ceorgla4edfic Gypsum LLC TensDedc®Reaiboerd"or "DensDe"Prime Roof werd"or"Da=DeckD OursGuard'"Roofboard"or minimum 1/4-tin.thick United States Gypsum Co. 'S6CUROCK8 Roof Board"(Typo FRX-G)or'Si2CUROCK®Glass-mai Roof Board"(Type SGMRX). Zn atlort(Op )s-one or more layers polite or wood fiber or glass fiber or polylsocyanurate or urethane or pxtibe/potytsosyarhutabe composite or parilte/urethene composite or wood Root'/polytsocyanutate composite or phoolic,any tlIda[Sol 2. M. id mnkoiMnWVAm 1SMIIFRAMEIehowpage.hbrd?mmir-TGIFU.R1 074361». 3M9