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RF-18-299 (2)
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Issue Date 26/2018 Permit Na RE-2-i 8-299 Permit Type: Roof Work Classification: Tile/Flat Permit Status: APPROVED Expiration: 08/05/2018 Parcel Number Applicant 40 NE 95 Street Miami Shores, FL 1132060130480 Block: Lot: AIMEE SANTOS Owner Information Address Phone Cell AIMEE SANTOS 45 NE 94 Street MIAMI SHORES FL 33138 Contractor(s) MIAMI ROOFING SYSTEMS, INC Phone (305)754-5554 Cell Phone Valuation: $ 22,000.00 Total Sq Feet: 3980 Type of Work: Re Roof Additional Info: RE -ROOF TILE AND FLAT Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $13.20 $4.88 $3.25 $4.40 $325.00 $9.00 $17.60 $877.33 Pay Date Pay Type Invoice # RF-2-18-66356 02/06/2018 Credit Card 02/06/2018 Credit Card Bond #: 3636 Amt Paid Amt Due $ 50.00 $ 827.33 $ 827.33 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet 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 ar1 required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all th- • •r•'i • information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhrr}1ore, J ¢iit the abo -named contractor to do the work stated. Authorizner / Applicant / Contractor / Agent February 06, 2018 Date Building Department Copy February 06, 2018 1 w4-r4- e L lid „/./ 4 ,,/_; Miami Shores Village Building Department • 10050,N.E.2nd Avenue, Miami:Shores, F1orida33138i ' - Tel: (305) 795-2204 Fax (305) 756-8972 INSPECTION UNEPHONENUMBE po51162-4949' BUILDING PERMIT APPLICATIDN, EIBUILDING ELECTRIC r:3 'ROOFING El PLUMBING El MECHANICAL El PUBLIC WORKS jai Awns& 40 NE 95 ST RECEIVED FEB 0 6 1018. FBC-20 B. Master Peimit -No. 12-c Sub Permit No. REVISION QEXTENSlON. RENEWAL • CHANGE OF CANCELLATION -El' :SHOP CONTRACTOR • DRAWINGS. City: Miarhi Shores Catmtv: Miami, Dade ‘Zioi: FoRotparceuk 1 -32064 i 3-0480 is the Building iiistaticauv Designated: Yes NO Occupancy OccupanCy Type: SF.11' = Construction Type: • ••Food Zone: • 4 BFE: '4(°••:: 'FFE: •1... • OWNER: Name (Fee Simple Titleholder): Aimee Santos Address,45 'NE 94 ST, City: • Miami Shores Tetari't/LesseeNarrte: State: FL Phone#: 33.138, Phone#: ‘• Email: CONTRACTOR Company Nem: Miami Roofing Systems, INC Adiress:'880 NW 98th St phonett: 305-754-5554 City: Miami Qualifier Name: 4ahurei Lai "ma State: FL State Certification or.Registration #: CtC1330811 DESIGNER: Architect/Engineer: Address: • Zip: 33150 pho,„;#'; 305-754-M54 Certificate of Competencyy: AA, s Phone*I: City: State: Zip: %halm of Alkirklarrthisiterrnit: $---2-2:,o n `!`•':.<.., I TY*9111Y43/11:',Additioni7Ej Al4rati011 '" --1Relrooftile and fiat Description of Work: • -- squiteittnearic-crtatie*NFeiiiii—y:::75,( a .A:4)1..40,1-1 E3 'New , '•-C3 Demolition „3r 4 . t Specify color of color dm: tile: *-Z n),3 e•• ,..V4Abor fl61:e3^(t a 41 Submittal Fee $ Permit Fee $. CCFS Scanning Fee $ Radon Fee $ DBPR $ i, 1 i' Tethnolagy Fee $ fraining/Education Fee $ Structural Reviews $ , COICC $!* , • Notary $ Double Fee i -Boftd$ iftesed02/24/2014) TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding ComPany's Address City State - Mortgage Lender's Name (if applicable) Mortgage Lender's Addre'Ss City Zip Zip ' • . Application is hereby ;made to 4obtain a perniit 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 -ail 'work will be performed to Illeat the Standards of all laws regulating construction 'in this lutitdiction. - I understand that a separate permit 'must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, 'FURNACES, BOILERS; HEATERS, TANKS, AIR:CONDITIONERS,. ETC a • t ; • : ° OWNER'SAFICiAVIi*:: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating, construction a n d fling. "WARNING . TO OWNER: YOURFAILURE TO RECORD A NOTICE OF.,COIVIMENCEMENT, MAY RESULT IN YOUR PAYING -TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATIORNEY BEFORE RECORDING, YOUR NOTICE OF COMMENCEMENT." • °°. Notke to ApPlicant: As a condition to the issuance of a building permit with an estimated value exceeding $25ixi, theapplkant ITJUSt promise'in good faith thriti copy of the notice of cominenceinent and construction iiIaw brochirre will be-damred to the person whose,pmperty is subject to .i:ittricehment.. Also, a certified copy of the recorded notke oftornmencement mirk be poste:dot the job site for the lust -inspection which occurs seven In days after the 'building permit is issued in the absence of such posted notice, the inspection ,will not kiopjr�'v& anci a reinsPeCtian fee Will bicharged. Signatur OWNEKor RueNT The foregoing instrument was acknowledged before me this *Feb - day i:f - 20 i8 bY Signatuve A1114 t , wSOris '0%6;1 to - ttle or who tta.s produced br- iVir 5- -Lcemse.— identificatiOn and who did takean oath.- --- ' NOTARY PUBLIC: Sign: Print: Seal: ANDRES E. iVIARTiNFi. gill, .' T..S. .t• :*:-.: MY -COMMISSION # FF99 s.)74 t•I . EXPIRES May 11, 2020 • If., .` (407) 398-0153 _ Floridallota wvico 01m ^ ************************ se** APPROVED BY iRevisett02/24/20.1.43 s ' t CON OR The foregoing in'strument was acknowledged before me this , -5- day of Febniart, — ,22 bY ' t ) Ce etI4, — Whois pirsonally known to me or who as produced — Hve.... itt as Identificalon and who did take anoath; NOTARYPUBLIC: ' Seal: • Plans Examiner 00.4*4- ANDRES E. MARTINEZ z4?• . . , • oi MY COMMISSION # FF991574 EXPIRES May 11, 2020 I 143 M 4 .14415-O— r kei 153 a cern • .. - Zoning Clerk r •• 's. Miami Shores Vinage Building Department 10050 N.E.2nd Avenue 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 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: 4` trk[.C' , Son4-oS Date �Z%off/lS Property: Address: 46 we Q c S a- )-ucu v s%rvs i L 33 l 3 Roofing Permit Number: Dear Building Official: l A kt .— Sc oS certify that I am not required to retrofit the roof to wall connections of my building because: ayThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Pleaseattach proof of ad valorem taxation. o The building was constructed in compliance_ with the provisions of the Florida Building Code (FBC) br with the provisions of 1994 editio f the South Florida Building Code (1994 SFBC) i fw•t.t: , Sce"4-0,5 Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of ' 47 20110 Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,00 ,,,,' r:,.. , castoS PM Notary public - Stele of Florida My Comm. Expires Aug 16.201. Colnmis:ion N FF 142787 as SFBC: Then you must provide a building application from a General Contractor for the Roof to wall connection Hurricane Mitigation. of cons rooted with FBC:nor a 1994 Revised on 5/21/2009 2/5/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3206-013-0480 Property Address: 40ME 95 ST Miami Shores FL 33138-2707 Owner 'AIMEE SANTOS Mailing Address 45 NE 94 ST MIAMI SHORES,'FL 33138-2819 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1, UNIT Beds/Baths/Half 3/2/0' Floors li Living Units 1 Actual Area 3,066 Sq.Ft Living Area 2,090 Sq.Ft Adjusted Area 2,468 Sq:Ft Lot ,9 675 So. Ft Year Built 1950 Assessment Information Year 2017 2016 2015 Land Value $241,547 $241,547 $184,000 Building Value $171,713° $171,773 $171,773 XF Value $f,09'0 $ i,090 $885 Market Value $4t4,4t0, $414,410 i $356,658 Assessed Value $414,410r $391,196 $355,632 Benefits Information Benefit Type 20171 2016 2015 Nonil%oinestead Cap Assessment Reduction 1 $23,215 $1 028 Note: Not all benefits are applicable 10 all Taxable Values i(i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 7 & E1/2 OF LOT 8 BLK 4 LOT SIZE 75.000 X 129 COC 25857-2066 07 2007 1 Generated .0: 2/5/201 a Taxable' Value Information 2017 22016 2015 County Exemption Value $0 $01 $391,1951 $0 Taxable Value $414,410 $355,632 School Board Exemption Value $0' $0 $0 Taxable Value $414,410: $414,410 $356,658 City I $01 $0 $0 EAm,uation Value Taxable Value $414,410 $391,195 $355,632 Regional Exemption Value $0 $01 $0 Taxable Value $414,410i $391,195! $355,632 Sales Information `Previous Sane Price OR Book+ Page Qualification Description Sales which are qualified Ij 07/01/2007 1 $440,000 25857-2066 The Office of the Property Appraiser is continually edieog.and updadng:the tax roll. This website may not reflect the most current: information on record. The Property Appraiser and Miam -Dade County assumes no IiebRity, see fuck disclaimer and User Agreement at httpolwww.mlamiidade_goviini Id3sclairner.asp Version: work at RE. Permit # 7sc0 Miami Shores Vitiage Building Department 10050:N.E.2nd Avenue. Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: INSPECTION AFFIDAVIT / j ec4 /9 licensed as a (n) Contr'actor / Engineer / Architect, (Printname and circle License Type) License #:. CA 3 3 O SO On or about 0 2/7 U/ /' (Date & ) dtmee rev /VC s FS 468 Building Inspector , I did personally inspect the roof deck nailing e-friv-/-/-144 (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) 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 20 - ay of h 2Ig, Notary Public, Sate of Florida at Large CAMAS PITA Notary Public - State of Florida Ai My arum. Expires Aug 16, 201i V3; ,�d;:•'Commission M FF 142787 '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 Pnm le rl f7f1f I)f11AV;f91MM0 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. 7/ u 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). •... • • • •• • • ••• • •• • • •.• • • • .• • Exposed Ceiling: Exposed, open beam ceilings are where the thtit isle of the roof deckir • • • can be viewed from below. The owner may wish to maintain the architecturaliappearance;.tfierleeore, ' • roofing nail penetration of the underside of the decking may not be acceptable„provided. tie option ot..'• maintaining the appearance. • • • • • ..• .. �.• • . . 6. Overflow scuppers (wall outlets): It is required that rainwater Vow§ tlf so that the roof is • not overloaded from a buildup of water. Perimeter/edge wall or other roof exte?Sion•may bldt tc n • discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to installobefflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. • Owner/Agent's Signature Date or /11e/ tractor i �f, /� 9 Sig re Date L V E ci S S� Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number • .• • • INTERNATIONAL -CODE COUNCIL RECEIVE. FEB 0 6 2018 C/A 12. 1 -2 cil ROOF ASSEMBLIES AND. ROOFTOP STRUCTURES 8 Fi`oriv ± Baildi`ng Code 5thh Edition (2014) High -Velocity Hurricane Zone Uniform Permit. Applicat Section As{ neraitinformatron) Master'Perrnit No. Pro 'Contractor's Marne 1- 4G.) 20(9F is 6 Job Address lo P& ).4 10-.4 .sha.t,e..5 1 1 1 1 1.. 1 1. 1 I ROOF CATEGORY 1 ovr ape Q Mechanically Fastened Tife Nig Marfar/Adtlesive Set -rites g 0 Asphaltic Shingles 0 Metal. PaneWShingies 0 Wood: Shingles/Shakes I. 0' Prescriptive BUR-RAS $50 •• • • •• E ROOF TYPE .• • •••• ••••t. ❑ New roof 0 Repair 0 Maintenance Reroofing Recovering • • • • • ROOF SYSTEM INFORMATION 1 • tow Slope Roof Area j(SF) g 30 • 1 Steep Sloped Roof AREA (SSFPI(..Cb Total.(SF)a4. a • •.... • .... ! •.•. ...• • • . •. .... ... •.•. Section S l*Rbt f: ian) .'1. hRoofiPlant;tlluaslrate allUlevels and Sections, ;woof strains, ,scuppers, overflow Scuppers ,endow raw dreamt. Include dirnen• • 1 • sions of sections and levels, clearly identify dimensions• of elevated; pressure zones and location gf parapets. • • • • •.•.I. {PERMIT #: Miami Shcres Village I .PLI INIMEI `1111 I Mint IZONING DEPT R: Q 1111111111 a ) , `z. WEI z1, �r. S 3.. \kIr .• • •. • I. • • • • •• • FLORIDA 411111.131tOG CODE — BUILDING, 5fh';E:D1TLON 2014) 35.37 Conyrig,11 to, or licensed by. IOC (A ...RIGHTS'==REiERVEa); accessed by ElieurPa a o on'fun B, 2015 30:3212 AM pursu.nt to license Agreeaaxps. Notardier reprodnations authorized. 1 1;. 1 i 1 1 1 1. 1 1 I 1' 1 1 1 ROOF ASSEMBLIESAND 'ROOFTOP sum -mimes N 1 t 1 1 (If a componenfs snot usetit, identify as 7NA") Florida -Building Code Sth EdTtico (241'4), FfighAPebocity HUrcicane Zone Uni ocan, Permit it Application Form Section C (Low Slope Application) Fill .in specifrc,roof assembly components and: identify manufacturer Syste►n <ManUfacti er. ��1©t � Product Approval No.: - 03n. Design Wind Pressures, Fro mRAS.128 or Ceiculations: ff 4 P1: P2: (. 1 P3: (34 t7 Max. Design Pressure; the specific product I approval system: -- S 2. Deck: Type: P c7 r�hdc) Gauge/Thiclgriess:. 5g i1 1 Slope: .5 I ► 2- 1 Anchor/Base .Sheet & No.of Ply(s): #Tr. (SaK Anchor/Base Sheet Fastener/Bonding Material: I Ye 123 uuts Insulation, Base Layer >ul� 1 Base insulation Size and Thickness: A.1(— t Base Insulation Fastener/Bonding Material: t 1 Top Insulation LaYer: .i 1 1 6 1. Top insulation Size and Thickness: pp - Top Insulation Fastener/Bonding Material:��k Base Sheet(s) & No. of Pty(s): N Base Sheet Fastener/Bonding Material: 1 Ply Sheets) & No. of Ply(s): ply ' l a) 1 Piy Sheet Fastener/Banding Materiet: 1 L I t&in. c` fill te r _ Top Ply: G A-F9r!4.3 rv, •Arzre.i xv-r ./... cote Surfacing: . N �►- Fastener Spacing .for Anchor/Base Sheet Attachment: Pi:nett:ter: @1ap;f#RZ5"gm" g " oc @ Lap, # Rows 3' @ oc Corner 6 ' oc @ Lap. # Rows `t , @ 4 ^ oe Number of Fasteners Per Insulation Soatsd Field, �l� Perimeter JJ/Pi— Corner 41- illustrate Components Noted and L tgits is•Appltr, bled Woodblocking, Gutter, Edge Termj igi •StripplOg!F11Shing, Continuous Cleat, Cant Strip, Basing, Counter e F achflashing, Coping, Etc. • Indicate: Mean Roof ,Refight, Parap&f'Agight, ;Hiii a 'ohaase Flashing, Component Material, MatIMISI'Tiaid n . 'g4stener Type, :Fastener Spacing or Subrnit•felptifgctunerg ?Mall; that Cty with RAS 11.1 and Chapter' 16.• • • • • • • • 1•.•. • 4•..• • 1 . • • . • • • • • • .. • FT. _ FT. • .• • • •• Parapet Haight Mean Roof Height • • FLORIDA BUILDING CODE — BUILDING, Sill EDITION (2014) r Copyright to, or liconsed by. ICC (ALL RIGHTS RESERVED); accessedhy Elrezer PPalacio on tun'3, 2015 10:3212 A21 ursuan't Ao License Agreement. Wo *Wier reproductions authorized. OAF DRIP FDOE DI loll WOODDECK .... • . .... . . . . •• • . Gafg/as Mineral surace : •..• • Capsheet in hot dsp alt ty4pped: .... .... 9" PLY IV stri • r'roppeo? : over primed theta • • • • • . • . .• •• . • •. •.. . Typ... 26 Ga. Galv.3'X3 Drip edge fasten 4" OC Two layers of Gafglas Ply IV in full mopping hot asphalt #75 Base fasten as per NOA ROOF ASSEMBLIES AND ROOFTOP STRudiiRES tbride B'crt7 t c[in-g. Gam 5th F..ciiti"-12f314)),,. I' 1 'Section .E `(Tale VaicUlatiorts) For Momeritbssed tile systems, choose either Method 1 or 2. Compare :the values for Mi with the values from K. :if the Mt values are _greater:ti ail or equal to the'M, values, for each area of theroof, then the tile attachment rnethod is acceptable: I I 1 .1 1. 1 1 a 6 i 1 I '1 1 1 1 1 r High -Velocity Hurricane Zone Uniform Permit Application Form: Method 1 'Moment Based The Calculations :Per BRAS 127" (fl1 art Ix.h.-28Z= 11-c2 ) -Mg;f;.bi' M 4.3'1 Product Approval Mt 24, (P2 6(• ( x?, - Mg: G1; 5 = Mrz I'LA-1' Product Approval Mt 2,t,. (P3:ico.:4/X = .24 - Mg:e•(ir = Mr, 2l. 14 Product Approval Mt 2.6. Method. 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M,) From Table: Below Product Approval MF M, required Moment Resistance' Mean Roof SHeight pe 15' 20r 25' 30e •` • • 40• • • • 2:12 34.4 36.5 38.2 39.7 4'1.2 3:12 32.2 34.4 36.0 37.4 ..•.1.3P.8 4:12 30.4 32.2 33 35.1 •..37.3 _ •••g4:g 5:12 28.4 30.1 .31i6 32:8 612 26:4 28:0 29.4 30:.5 ":.. .4 •ti 7:12 24.4 25.9 2.7.1 28.2 300 `Must be used in conjunction with a list of moment based tile systems endorsed by the Broward Appeals. For Uplift based tile systems use Method 3 Compared the values for.F` with the values for Fr. If the F' V'alue% are geater than or • equal to the Fr values, for each area of the roof, then the tile atachment Method is acceptable. • • • • • • • • • • • • •• • •. • • ••. ..• ... • • • • • • • • • Method 3 "Uplift Based Tile Calculations Per, RAS 127" x w: = ) W: x cos a' = F„ Product Approval' F' x w: = Y -W: x'cos 6w = F,2 Product Approval, F x w: = }- W: x cos 0 = F,o .. Product Approval F' Eounty:Board of Rules and Where to Obtain Information Oescripifx'ro Symbol Where to find Design Pressure P1 orP2 or P3 RAS 127 Table1 or by anengineering analysis pm- pared by PE based on ASCE 7 Mean.Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic' Multiplier X Product Approval Restoring Moment due to Gravity M9 Product Approval Attachment Resistance M, Product Approval,., Required Moment Resistance Mg, Calculated Minimum Attachment Resistance F' Product Approval. Required Uplift Resistance Fr Calculated Average Tile Weight w Product Approval Tile Dimensions L = length W.= width Product Approval All calculations must be submitted to the building official at the time of permit application. 15.40 lNTERNATIONALlCODECOUNCJL! .�• FLORIDA BUILDING CODE—BlauDINQ, 5th' EDITION (2014) Clopytigbt'to. txncceese iby,g3CC (AUL'RIGHTS RESERVED): accessesl;by Ehezer Pnlatio o i Jun3, 2015.10:32:12 AM pursuant to use Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) Y High -Velocity Hurricane Zone Uniform Permit Application Form Section. D (Steep Sloped Roof System) Roof System Manufacturer: ►4- R®OFI td 's LLc. Notice of Acceptance Number. )- 14 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: -3q.I P1: i P1: ' Ibo.'a Roof Slope: ? :12 INTERNATIONAL CODE COUNCIL Deck Type: Ridge entitation? A- 516" 1' y&ood Type Underlayment: Insulation: 13D .... . . • • .. • Fire Barrier: Mean Roof Height: IZ • •.•. .. • •' •. .... • .... . • Fastener Type & Spacing: Adhesive Type: ••.. I i R-s.tletA ' .• • • . . SL1 f I%w;�•. • Type Cap Sheet: . . • •• . • . •. • Roof Covering: Ca rric,nF 4-1k,1) bolt Type & Size Drip Edge:. I 1 1 I I I I I I I i I I I• • •010•:• •I . I S• • • FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement, No further reproductions authorized. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE, (NOA): (5. ,,MIAMI-DADE COUNTY PRODUCT :CONTROL SECTION 148,65 5 SW 26 Sheet, Room 2OS Miami, Florida 33175-2474 T (786)315-2590 F (78b 31.525-49:' www.mia►nidade.gov-/eeonomy GAF 1 Campus Drive Parsippany, NJ 07054 1 t A P I ,SCOPE: This NOA is being issued the applicable rules and regulations governing 'the use of construction materials. Thedocunientation: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 Jurisdictioni(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 ATV, (in areas other than Miami Dade Cahn . • • • • • reserve the right to have this product or material tested for quality assurance purposes. if this produ .tor • material fails to perform in the accepted manner, the manufacturer will incur: the expend p f 5ij :h. te4tiitg • • and the AHJ may immediately revoke, modify, or suspend the use of such product or m: rial•within.,thhir: jurisdiction. RER reservesthe right to,rev©ke this acceptance; if it is determined by Miigni•Di de Coarulby • Product Control Section that this, product or material fails to meet the requirements of the applicable • • • •.r building code. • •' • • • This product is approved as described herein, and has been designed to comply with"thl FtVi{1a Building Code including; the High Velocity Hurricane Zone of the Florida Building Code. • . DESCRIPTION: GAF Conventwnal Bailt=Up ;Roof :Systems `forr Wood Decks. LABELING': Each unit shall bear a perinanentlabel with the manufacturers name or logo, city, state and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA. shall he considered after arenewal: application- has been filed and therehas 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 revisi or change in the materials, use, and/or tuifacture of the product • or.process. Misuse of thisNOAas an endorsement of any product, for sales, advertising or any other, purposes shall automatically terniinate,this, NOA. Failure to comply with any section of this NOA shall, be cause for termination and removal of NOA. • • • • •• • . • • • • • • .• • .. • • .. - I 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 Abe pr< vided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at'the.regt of the Building'�Official. F �.�..,_. t. ,� This NOA revises NOA No. 13,1022.15 andconsists of pages 1 through 31. , The submitted documentation was reviewed by Jorge L. Acebo, • NOA No.: 14-103t1.01` Expiration Date:.11/0.4/18:, Approval Date:' 05/04/17 Page 1 of 31 • froduct. 'GAFGLAS® Ply 4 • • • ROOFING SYSTEM APPROVAL Category: , • Sub -Category: - Material: Deck Type: Maximum Design Pressure: Roofing BUR Fiberglass Wood -97.5 psf r • r A .0.. $ TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Specification Description Dimensions, 3.9.37" (1 meter) Wide ASTM D2178 - Smooth surfaced asphaltic ply shed reinforced with fiberglass mat. Tri-Ply® Ply 4 - 39.3T' (Vmetet). ASTM1j2178 . - SitOothsurfaceslra,sphaltic ply teinfdrced Wide With fiberglass niat. • • • • • • • • • • • • GAFQ-LASI • 39.37" (1 meter) • •FlexPlY: 6 • Wide • •GAFQL1t3®. #75 • • • • 19.37"-(1 meter) . • • : • *Base Sheer •••• Wide" •••• • • • • • s •:••• #?5 Base • • M).37"'(1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced ' Sheet • ` :• : • • : Wide " • ASTM-p2178 Smooth surfacedasPhaftic ply sheet reinforced with,fiberglass mat ASTM D4601 SI- • GAFGLAS4 #g0 . • . 31.37" (I meter) • l'UltimeXase She& • • Wide • • • GAFGLAS® Stratavent® Perforated Venting Base Sheet. GAFGLAS® Stratavent®Nailable Venting Base Sheet Rtibereid® 20 Smooth Rubel -bid® Mop Smooth Ruberoid® Mop 'Smooth 1.5 Ruberoid® Mop Plus Smooth Ruberoid® HW 25 Smooth 39.37" (1 meter) Wide f '34.37" (1 Meter) Wide 34.37" (1 Meter) Wide '- 39.37(1 Meter) wide r 39.37" (1,meter) Wide" .-• ASTM D4601 ASTM D4897 ASTM D4897 ASTM D6163 4'ASTM D6164 ASTM D6164 4 39.37" (1 meter) ASTM D6164 wide h' 39.3'7" (1 meter) wide ASTM D6163 Smooth asphaltic' base or base/ply sheet reinforced .With fiberglass mat. ,r with fiberglasS nil' it. • Smooth asphaltic base Or base/ply sheet reinforced with fiberglass Mat .- ' Smooth surfaced asphaltic perforated venting base sheet reinforced with fiberglass mat. 1.: • el. Smooth asphaltic nailable venting -base sifeet reinforced with fiberglass mat. Bottern, side - surfaced; with- grauul es. SBS polymer -modified asphalt base or ratichOr sheet reinforced With a fiberglass mat. 1 SMeath sfirfacal Mop applied SBS base or - anchor sheet reinforeed with a polyester mat: Smooth surfaced Mop applied SBS 'base Or anchor ' Sheet reinforced With -a Polyeiter mat: ' - Smooth surfaced mop applied SBS base or 'anchor sheet reinforced with a polyester mat. i, ., p ,. ' J,/ ::: , I * , Smooth surfaced:torch: applied- SBS base or anchor sheet reinforced with -a fiberglaSs mat. NOA No.: 14--1034-01,, Expiration Date: 11/0418 Approial Date: 05/04/17 Page 2 of 31 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Rubero d® HW Smooth, GAFGLAS® Mineral Surfaced Cap Sheet Tri-Ply® BUR • Granule• Cap' Sheet GAFGLAS® EnergyCap' Mineral Surfaced Cap Sheet Topcoat® Surface Seal SB Topcoat® Membrane Topcoat® MB Plus Topcoat® FireOutr` Fire Barrier 'Coating VersaShield® Fire - Resistant Roof Deck Protection Dimensions 3437" (1. meter): wide 39.37" (1 meter) Wide 39.3'7"41 meter) Wide .39.37" (l'meter) Wide 5 or 55 gallons 1, 5 or 55 •gallons 5 or 55 gallons 5 or 55 gallons 12" x 1'00' rolls VersaShield® Soler 427 roll. wide,.1:00 Fire -Resistant Slip ft.. Sheet Topcoat® F1exSealn" 1, 5 gallons or. 1 qt. tube TABLE 1 Test Specification ASTM D6164 Product: Description Smooth surfaced torch applied SBS..base or anchor sheet reinforced with &polyester mat. • ASTM D3909 Granule surfaced asphaltic cap sheet reinforced .{_ with fiberglass niat. ASTM ID3909 Grande surfaced asphaltic cap sheet reinforced with f7berglaas mat. ASTM D3909— Granule "surfaced asphaltic cap sheet reinforced with fiberglass mat. Cap sheet is factory coated with TOPCOAT® EnthgyCothTM Elastonieric Coating".' '1'•" ASTM06083" ASTM D6083. Proprietary Proprietary ASTM D226 Solvent -based' th'ermoplasiarubber .: ` • sealant designed to protect itigl•it;store agetl•hoof surfaces and to increase recirfe !ectivity.. • • • • . . . . . . Water -based elastorneric cd tttrg • • • • .... r, .:t.,• .. �:. , r• • .. .. .- Water based, low VOC piii t esigned faiblock' asphalt bleed4hrough. • • • e Low VOC, water based fire barrier coitiiriv. Non -asphaltic, fiberglass reinforced underlaynient and/or, fire barrier - ASTM D146, Non -asphaltic, fire resistant fiberglass D828, D4869,-imiierlayment D6757 TAS t39c Solvent -based el:asta r' Lie sealant:: I NOA No.: 14-1030.01 Expi ati+a u. Date , 11/04/18 Appt vat Date: , 05/04/l.7 Page 3 of 31 • APPROVED INSULATIONS: scat Product Name EnergyGuardT:Polyiso Insulation EnergyGuardTM Tapered Polyiso Insulation EnergyGuardTM Ultra Polyiso Insulation: EnergyGuardTM.RA Polyiso . Insulation EnergyGuardTMRA Composite, Polyiso insulation • • Energycuarii R! P iyfso .Insulation • •EnergyaRie RH jAnerted • • • • • .PolyiAlIn.s Elation • •...' • • •EnergyQi TM RNEp'lyjso t TABLE 2 Parodoct Description Polyisocyanurate'foam:insulation ,Polyisocyanurate foam insulation , Glass -faced polyisocyanurate, foam. insulation • . InsUlatlgn • • • • • •,r • • • • Energybitarir Perllte Rpof •:••sulat% ' ' • • .. • • • EnergybuardTM Perlite Recover hoard Securock® Gypsum -Fiber Roof Board Securock® Glass -Mat Roof Board Structodele High Density Fiber Board Roof Insulation DensDeck® Prime Roof Board DensDeck® Roof Board MIAMI•DADE COUNTY APPROVED Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or permalite Polyisocyanurate foaminsulaion PalyisoCyanuratefoam insulation Polyisocyanurate foam insulation Perlite insulation board Perlite recover board Gypsunf1 bard `' Glass faed;gyps� .board 'High density fiberboard i Gypsum board Gypsum board Manufacturer w... (With 'Current NOA) GAF GAF GAF GAF GAF. GAF GAF GAF GAF GAF United States Gypsum Corp. "United States Gyps toip. Blue Ridge Fiberboard, Inc. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum LLC NOA Ne.« 14;10300t Expiration Date: 11/04/18 Approval Date:, 05/04/17 Page 4 of 31 APPROVED FASTENERS: TABLE 3 Fastener Product,s, Number Descrintion. Phillips head, modified GAF buttress thread, pinenpoiht, carbon steel fastener for use in steel or wood deck. With CR-10 coating. AVailable with a pinch point or drill - Precinct' Name, 1. - Drill -Tee' #12 Faster 2. , Drill -Tee' #14 Fastener 3. i;lJ-jecTM ASA? 3S 4?' • Drill -.Tee" 3" Steel Plate. • t) • 1- • 5. Drill -Tee" 3" Standard Steel Plate 6. 7. Drill -Tee' Aocrae® Recessed Plate AccuTrac® Flat Plate Drill -tee 3 iiii bed Galvalurne Plate(Fhlit), , Point Truss head, self -drilling, pinch point, high*e41 fastener for use in steel, wood or concrete decks. Drip -Tee #12 Fastener with Drill -Tee' 3" Standard Steel Plate. •Round Galvalunie® sidel stress plate withreikording ribs and recessed for use With Drill-Teefasteners. - Galvalume® coated ited stress plate for use with approved Drill -Tee, fasteners. A2-SS aluminized steel plate for use with Drill -Tee fasteners. ;Galvaluine® steel plate with recess .for usewith fasteners. • Round Galvaluine!_plated , steel stress plate with; reinforcing ribs for use with Drill -Tee' fasteners. Dimensions #12 x length, #3 Phillips head. #14 x 16" max. length, #3 Phillips head. See • • components ** 3" Round • • • • • • • • • • •• S. • • • • 3," Round • • • • • • • • • • 3" square; .017" thick 3" square; :017" thick 3" Round GAF • • • • • •'••• • • • • • • • • • • • • • • • • • GAF GAF' GAF NOA No.: 14-1030.01 Expiration Date 11/04/18 Approval pate: 05/04/17 Page 5 af 31 • Manufacturer (With Current NOA) • • • • . EVIDENCE SUBMITTED: ED: F'#, Test A.E.encv Test. Idenitifier' 1' ' Description Date Factory.°Mutual•Research Corp. 3014547 -- 4470` - 05/2'2/037 .1 .. 3029832 :. - .4470r 05/11/07- 3033135 4470 � 11/24/08 3034312 4470 04/09/09 33036980., - 4470 08/14/09 3038278 ,, . r t 447.0 11/18/11 3040738 ,f F, , 4470 11/16/10 3041769 4470 05/26/11 3042887 4470 11/14/11 3042905 4470 01 / 10/ 12 3046081' 4470 02/13/13 3047636 - 4470 08/08/13 ODOA&AM �' f 4470 07/09/99 . D1 OA8_AMMT 4470 07/29/94 • • • • • ▪ • : ' 0Y9Q5.AM' ` 4470- 04/01/98 • • • • • • ••• • 1 B9A8:AM 4470 09/04/97 •. • • 2138A4.AM 4470 0?/02/97 • • .••. ...• 3B9QI.AM , 4470 01/08/98 • . •••• • ••••• 3D4Q2.AM 4470 05/30/97 •• •' 797-03221-26.7, ;.: , r, , 4470 09/27/07 • • • • • • • 79743825-2+67 ,, .,, t 4470 07/21/08 • •• • • • • • 79740228-267 4479 01/23/15 :•.I LLC ••' • •• R1306 • 1 L 790 •04/04/17 • FRTConstr[ici enMateria1s GAF-012.0102 ASTM•D4977 11/06/01 • Technologies, LLC GAF-020-02-01 ASTM D4977 02/01/02 s GAF-082-02-01 .- ASTM D6083 05/07/06 'GAF-084-02-01' „;; i is 1 ASTM D6083. 05/09/06 GAF-122-02-01 . • ,"I, TAS 139 05/07/06 GAF-270=02-02. ASTM D226 11/15/10 - GAF-276-02-01Rev ASTM D60833 - 12/16/10i GAF-276-02-02 ASTM. D226 11/15/10 GAF-306-02-0I ASTM E96, 07/07/11 GAF 314-02-01 ' ASTM D2178 j 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369s02'-01 'J, '.i t ASTMC1289 10/22/12 GAF-417:2 2-01 ASTM C1289 05/28/13 GAF-464-0241 ASTM C1289 10/22/12 QAF.164=02 01 'ASTM C 1289 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 1.17(B)- 09/30/14 NO* Nam: 14-10Nk01..' Expiration Date: 11/04/18 Approval Date: -05/04/17 Page 6 of 31 EVIDENCE SUBMITTED: (CONTINUED) Test A2encv PRI Construction Materials Technologies,LLC WRT of S. Fl: Trinity I•ERD • Atlantic A, Caribbean Roof Consultants, LLC a &" r MIAMI- • • E COUNTY y f e APPROVED Test Identifier GAF-559=02-04 , GAF-559-02-05, GAF-559-02-06 GAF-559=02-07` to GAF-5599-02-08 GAF-559-02-09 GAF-559-02-11 GAF-559-02-12 GAF-559-02-13 !GAF-559-02-14 GAF-559.02-15 GAF 559-02-:16 >GAF-559=02-1'8 GAF-559-02-19 02-005 02=014 C8500SC.1•L07` G30250,02.10-3-R2 Ge31360 03+`.10, G33470.01.11 G34140.04.11-2 G34140.4411-4-R2 •G3414 i.d4 f1-5-R3 ',.,G36780.07:11-R1 . —€40630 01114-1r G40630 01:14-2A, f• 'G40630 0I.14-2A 1-RL G43610.01.14 G6850.08.07-1' SC687008 14-R.1 1l053:+s»a•s crI'•, Description ASTM. D< 1876-- ASTM• D -1.876 TAS 114(H) ASTIV1' D 903' ASTM LY 903 ASTM D 903 TAS 114 TAS 114 TAS 114 �1 TAS TAS 114 TAS 114 TAS 114 TAS 114 TAS 1'I '••' TAS 114. • TAS. 1.17T • • • • ASTM D3909' ....' ASTM D6164, • • ASTM D6164• • • • ASTM I56163: • • ASTM .D6401; • • ASTM1D489T••• 4470-TAS 114. ASTM D6163 ASTM D6164 ASTM D6164 ASTM D3909 ASTM.D3909 ASTM D3969. TAS 1.14 k I, L ateo� i Date r,1.0/&1/14 10/15/14 10/02/14 11's 10/02/14 10/02/14 10/02/14 10/14/14 10/14/14 1,0/15/14 10/15/14 10/15/ 14* 10/15/14 10/15/14 •.04/16/15 • • •••• .. 0A/1.8/02 'fX3h2/ 2 � • ..11/30/07, • • •061)3/15 ••6•3/31/10' • •• •,•11t16/11 • 04/25/11 • •14;104/15 .,O/04/15, '..0771B/11 01/06/14 01/07/14 04/10/14 01/22/14 08/13/07 09/04/14 08/12/11 NOA No.: 14-1030.01 Expiration Date. ,11/04/18,. Approval'Date: 05904/.17 Page 7 of 31 • • • • • Membrane Type: Deck Type 1: Deed DescripfroP: , System Type E(1): BUR Wocad,iNon-insulated y r + 114.. +, '19/32" or,greater.plywood or wood plank decks secured 6,in. o.c. at panel end and: interme• diate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. Anchor sheet mechanically attached to roof deck. All Ge ieial and Systems Lim tario s sh 1 apply. Fire Barrier (optional) - Base sheet: Fastening ..4 . • . • • ption 1•. • • • • • •• • • .• • • • •.... • .MStening ' " " •• ntia&#::••• ▪ • • • • Ply Sheet,'..' Cali Sheet: SW -facing: Maximum design Pressure: Topcoat' FireOutTM`Fire Barrier. Coating, VersaShieid® Fire Resistant Roof Deck Protection; VersaShield® Solo'Fire-Resistant Slip Sheet installed per manufacturer's installation instructions.. r GAFGLAS® #80 Ultima' Base Sheet, Stratavent® Nailable Venting Base Sheet, Ruberoid® 20 Smooth, Ruberoid® SBS Heat-Weldn"Smooth or Ruberoid® SBS Heat -Weld' 25 base sheet mechanically fastened to: deck as described below; GAFGLAS Flex Ply" 6, G GL,ASt #75 Base Sheet Tri :Ply® #75 Base Sheet or any of • • • the above anchor: sheetsrattached , o deck with approved,annular-ritag shTinr ails .and°tip • • •oap a:fastener spacimg.of 9".o.c. at the,'" lap staggered and in two rows 9" o c. in(he • held. • • • • (Maximum Design Pressure -52.5 psf. See General Limitation #7) • • •• GAFGLAS® #80 UltimaTM Base Sheet, Ruberoid® 20 Smooth or Ruberoid® Mop Smooth • • ' •attached `to deck with approved P/." annular ring shank nails and inverted 3" steel plate at a fastener spacing: of 9" "o.c. at the_.4" lap and iri two rows staggered with a fastener spacing of • I" o e'.in.the center of the membrane • tMaxr m em, Design Pressure-60'•p4sf See General L` umietivn #7)- Ole or tudre plies othAFGLAS! Ply 4, Th-Ply® Ply 4 or GAFGLAS® #86 Ultfma Base Sheet adhered in a full mopping of approved asphalt Papplied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Optional).RGne ply of GAFGLAS- Mineral Surfaced-ap'Sheet, Tn-Ply® BUR Granule Cap Sheet or GAFGLA. S® EnergyCap" Mineral Surfaced Cap Sheet adhered a full mopping f a lived halt a lied within the EVT.ra - e'.and at a rate of 20-40 lbs./ ' PPr P applied � s1- isst'alled.Pr ufaoturer's installation•�instructions. LOpuonal `bit'gtariular surfaced lnetnl rakes; required for smooth thethbi•anes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel orslag applied at 400lbs./sc.'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.12.S'gaL/sq. OR Topcoat® MB-Plus applied at 0.5: to0.75i gal.fsq.(to.be useddas a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. See Fastening Options NOA NO.: '14=1O3001 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 25 of 31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply' 6 when used as a mechanically fastened base or anchor ° sheet. 2. Minimum 1/4" DensDeck' Roof Board or Y/2" Type. X. gypsum board is acceptable to be installed directly over the. woad 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 grihdeiines. All other -layers shallbbe adhered in a Bill Mopping Of approved asphalt applied within the E'VT range and: at:a>rate of 20-40 lbs./sq., or;mecha'nically.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':mazirnuna. 4. An overlay andlorrecovery board insulation panel is requiredon all applicationsoverclosed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied usjrig Vet mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbans in three rows,'one at • :each sidelap and one down the center of the sheet a`ll.owing a•.conti:nuous area of venti l atr n: !neirc4in42rf •the • • strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow crQ Qentilatian:• .Asphalt • • application of either system shall be at a minimum rate of 12 lbs./sq. Note. Spot attachetLsystenns.shall be. • • limited to a maximum design pressure of -45 psf: .... .... • 5. Fastener spacing for insulation attachment is based on a Minirnn n �Characteristic ForeeMnlue eg !VW., as • tested in compliance with Testing Application Standard TAS 105. If the fastener value;' as 'field-tested, are below 275 lbf. insulation attachment shall not be acceptable. • • •• • ' 6. Fastener spacing for mechanical attachment of anchor/base sheet. or.:membrane attachrrmnt is based Df1•e fifinimuin • fasterrerresistance value in conjunction with the<-mlaximurn design value listed within aspecit c system. Should$fre": 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. Saul 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 fo both insulation`:ai=d base sheet.asa.calculated .in. compliance with Roofing Application- ulations prepared, signed and sealed by a Florida Registered Architect, ord RAS 117. eRegster d Roof Consultant (When this: limitation is: red referredessional Engineer, g'specifically within this NQA, General Limitation #9 Will not he applicable:). 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashingter ination, 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 bepermitted for enhanced fastening at enhanced pressure zones .perimeters, ,extended corners and corners). *hen this limitation is specifically referred within this NOA,'General Limitation .#7 will tot be applicable.) 1-0. All products listed herein shall have a quality: assurance audit in accordance with the Florida Building Code and , Rule 61G20-3 of the Florida AdministrativeCode. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No : 14-1030 01' Expiration Date: 11/04/18' Approval Date: 05/04/17 Page 31 of.M UL PRODUCT SPEC' 1. HOW DO YOU WANT TO SEARCH? Quickly find, specify; or verify UL Certified products for your projects. Roofing Systems See General Information for Roofing Systems GAF 1 CAMPUS DR PARSIPPANY, NJ 07054 USA ••.. • • • • • • • • • •. . •• • • . • • .• R1306 .• • • . ,Class A .... .... • . .••• .... . • .... . • • • . 4. Deck:' C-15/32. Incline: 1 . ..••, • .. Slip Sheet<(Optional): — Red rosin paper, nailed to deck. •• • •• •• • • •.• Insulation: (Optional): — Any thickness perlite or wood fiber or glass fiber or .polylsbcyanurate. mechanically fastened or adhered. with OMG 'Inc.. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tr -Ply® #75 Base Sheet" or "GAFGLAS® #80'UltimaTM Base Sheet" or "GAFGLAS® Stratavent® tNailable,Venting Base Sheet", ,mechanicallyfastened. Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing: asphalt. Cap Sheet — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCapTMMineral-Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Coating (Optional): "United Coatings TM TOPCOAT® EnergyCoteTM Roof Coating" or "TOPCOAT®MB Plus Coating" or "United Coatings Roof Mate MB Pius Coating" applied at a rate of 2-gal./100-ft.2. .•._ • • • • 00 Listed Product Certificate Certification No. L 17-0821.08 . • • • •• •••• • •• . • •• • _ •• • 4 7 • • •. . • ' •• • • •• • • • • • •• ••• 05 • •• • •• • • • • • • • • • • •• • • •• • • • • • ••• •• COUNTY Miami -Dade County Department of Regttlatory and Economic Resources 11805 S.W. 26 Street, Room 208 Miami, Florida 33175-2474 Tel (786) 315-2590 Fax (786) 3152599 Ref.: PrimeSource Building Products, Inc. (TX) 1321 Greenway Drive Irving, TX 75038 The Department of Regiilatory and Economic Resources certifies,that the above referenced manufacturer has submitted evidence to the Product Control Section to participate in its Listing Service Program, The scope of this certificate is limited to the eorrosion-resistance of the prochict(s) listed herein, Ring Shank Coil Naiis-CRCR1ODADE, GRCR2COADE, Gi4CR2DADE, GRCR3DADE, GRCR4DADE & GRCR5DADE (Less than 1000 hrs) Any product listed under this certificate may be subject to audits conducted by the Quality Assurance- Unit of the Product Control Section, As part of the audit program, random samples, obtained from a supply house may be sent to a Miami -Dade County approved laboratory to ensure product conformity. Any complaint submitted to our office and supported by evidence will be investigated and may result in testing of the product. A listed product will not be tested more than twice for the same issue within the terms of the certification. IJeInq4. Makar, PS, MS. Product Control Section Supervisor Product COntrol Section CerlifIca#01AApproval Date: 9/5/2017 /Certi watioll ire: 10/2312022 ti4444A9 \ , Americo Segura,M Quality Assurance Unit Supervisor Product Control Sect/au Miami-Dgde County 's Dopairinent of RegulatoiY and Economic Resources waives the right to revoke this cedficati�n for noncompliance Issues related to the Product Listing retjtilrements and/or noncompliancto issues related to trig manufacturer's quality assure/tee pram. DEPARTMENT OF REGULATORY %N) ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield: Beach, FL 33442 MIAMI-DADE COUNTY, PRODUCT CONTROL SECTION 11805 SW 26 Street, ROOM •208_, Miami, Florida: 33 t75-2474 T. (786)315-2.590 F (786) 3315-2599 . www,ada elAde eev/ecoaoilyw SCOPE: This NOA -isbeing issued under •thee applicable Wiles and :regulations governing the use of construction materials. The clocum motion submitted has beenzeviewed and accepted -by Minini=Dade County RER - Product Control Section to be used in Miami -Dade County and otherareas 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'Coritrol Section' ` (in Miami-DadeCounty) and/or the•AH1 (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« cepted manner, the manufacturer will incur the expense of suchtesting and the AHJ may i media lyj e/oke; re ify, or • 'suspend the use of such product or material within: heir j;urisdictian. RER reserves the right•tb revoke lits,aeieptance, • • if it is determined by Min -Dade County Product Control Section that this: product or mat&'i ,Cflls to,fneet. requirements of the applicable building code. • • This product; is approved as described herein; and has been designed to comply with the F1••uildiilg,p•1C •;' t. .... .• •. .• . including the High Velocity Hurricane Zone `of the Florida Building Code. } DESCRIPTION:, PolygiassP'olystick,Underlayments . . • . . •• • • . LA$LLING: Each unit shaft bear a permanent label With then ufacturer's .nanie or °logo;, ipi, state an d folloivah • statement: '"Miami -Dade County ProductControl Approved", unless otherwise noted herein. • • • • • • " . • r. rl� *6i t} r ) r .t f t 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, F;. for sales, advertising or any other purposes shall'autonmatically terminate this NOA. Failure to comply with any section. of this' NOA shall be cause: for termination and'removal of NOA. ;,,; ,, t t ,, ,i it, 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 dont:in •its,entirety. , TNS.PECTION: A ,copy.of this entire'NOA .shall he pibini d 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. t •Jr' , rrr This NOA renews and revises NOA.No.15-0410.04and consists of pages 1 through 8. The submitted docunentatian was reviewed by Freddy Semino., NO`A No.: 17-0614.22 Expiration .Date: 09/13/21 Approval Date: 07/06/17. Page 1 of 8 AOOPING COMPONENT APPROVAL Cateeorv: Sub -Category: Material Roofing Underlayment SBS , APP Self -Adhering Modified Bitumen• PRODUCTS DESCRIPTION: Product Polystick IR-Xe Manufacturing ' Location #1 -&-#2 Dimensions 65' x '3-3/8" -Or 65' x 3', .Oa1sthick Polystick Dual Pro, 61!x,313-3/8"r TAS,,103 and I Manufacturing .60 mils thick ASTMO•.1970 Location: #a••• • • • • 2V4117stick illtfPro •• • 62' ic 3'3-34" • , e• ••: • AdiffnitifaCiLibittg • • Locktion #2* 11 .7 WS" x.3'3-3/8" ••••• ..„Arlmils thick S. )4(4-• mils thick" • • • • Atimufactiptg• • :fttrition & lt2 .:hoilIsticklt P. : • agufacturing • Loelz1wn la • • • • • -• • polystick3U Phis-7 (Surface Printing) Manufacturing Location #1 & #2 Polystiek MTS Manufacturing Location #2 Pilystitic MT'S Plitgs Manufatturing Location #2 Ela,stofleX S6 °G Manufacturing Location #2 MIAMI-DADE COUNTY APPROVED • • • • • • ,5.210"x 3-13-34" • . 130 thick • • • . • • • 65' x 3'3-3/8" 80 mils thick.; • 65-'8" x 60 mils, thick 65'8" x 313-34" 60-mils thick 32'10" x 3'3-32." • 4 "ft • A r,r — . - e j #)/, Test Product r • .; • Specification Description ASTM D 1970 A fine granular/sand top surface self -adhering, APP ' polymer modified, fiberglass reinforced, bituminous -sheet Material forluse as:anunderlayment in sloped roof assemblies. Designed as.an,ice & rain shield. ' A rubberized asphalt self -adhering, glass-fiber/polyester tAsioq and, "ASTM D1970 TAS 103 and ASTMD 1970 TAS 103 anc ASTM D 197;0 reinforced waterproofing membranebesigned as a metal roofwg androof (de tmdlayment. e:A rubberized asphalt glass-fiber/polyester , reuforced -.. • roofing and roof tile undetlayment. '• ' waterproofingnimbrai::Desrign'ea a's- a metal • se;' f - .P 1 1 A -rubberized asphalt self -adhering, polyester reinforced ' watexproofing membrane. Designed asa &roof tile underlayment. A Tubbefized.siihalfwat&pro-ofinglnemlytatie, glass- fiber/poiyester reinforced, with a granular surface designed for use as a tile roof underlayinent. TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester ASTM D 1970 - reinforced waterproofing Meiiibrand. Designed as a metal roofing Arid roof tile underlayment. AS 03 A homogeneous, rubberized asphalt waterproofing membrane,,glass.fiber reinforced with-polyelefinic film ,ohtlic, upper surface for:use as an underlaymentfor metal roofing, roof tile, slate tiles and shingle underlayment. r TAS 103 A hoinogeneonS,,rithberized asphalt waterproofing me- mhiane, glass fiber reinforced with polyOlefinic'film on the upper -surface for use as antinderlayinentIbi.nietal roofing, roof tile, slate tiles and shingle undalaynient. TAS 103 and ,1,lolyester Teinforiaed, SBS modified bitumen muubrane-, ASTM D 6164 with a sanded back face and a granule top surface. For i use.in,roof tile underlayment systerns. •e • NOAANioa 17-06t122 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Havens FL EVIDENCE: SUBMITFED Test Agency :+' • Test friendlier Trinity I ERD . I. '.3 P 10870.09.08-R1 '. P10870.04.09 P33360.06.10 P33370.03.3I P33370:04;1.1 .P36900.09.:1.1 P37340 10.:11 P40390:08.12-2 P37590.07.13-1 P45270.05.14 P46520.10.14 P44360.10.14 P43290.10.14 PPYC*SC10130:06.1•6-3' PLYG-10130.06.16-1: PRI Asphalt Technologies PUSA-035-02-01 PUSA-055-02-02 PUSA-089-02-0.1 Momentum Technologies, Inc. 3X201-17A RX.14E.8A ,. DX23D8B,., DX23D8A ' • Test Name/Report TAS 103 TAS 103/ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM151623 TAS 103/ASTM D4798 & C155 TAS 110/ASTM D4798 & D1970 ASTM D 1'623 ASTM D6164 TAS 103, TAS 110 &`ASTMMD 1643' ASTM D1623 •• • TAS 103 & TAS 110 • ASTM D 1970.& TAS TAS 10,3&'TAS llo•••••• ASTM.Dd':4770E&'.TAS 1.1A... • . ..• •• '` TAS 103 t ' TAS 103 : • : TAS 103/ASTM D4798 8cGi5.5 .. . TAS 103/ASTM'D4798 & G155 TAS 103/ASTM D4798 & G155 -TAS 103/ASTM, D479 8 & G155 TAS '103/ASTM`D4798 & G155 Dater^, l 12/04/08, 04/13/09 07/01 /10 03/02/11 04/26/11 09/01/11 10/19/11 '08/07/12 Q74Q2/13 }. t 05[12/14 • d 0/93/14 • • 1.0�'97/14 • l�Tf17/14 ,••••� • �/7/16 • • .Qt //7/16 • . • . • 159/n/06 • 12/1"0/07 : •i7Y6/09 • • • • .•• ...... • 04>r01 /08 ` • 11/09/09 a, 0,2/18/10 ., '02/18/10 LABELING: . All *Ovaries or packaging shall bear the *print or identifiable marking of the manufacturer's name or logo, city and- state of manufacturing facility and the following statement: "Miami -Dade County Product Control- Approved" or the Miami -Dade County Product Control Seal as -shown below. , 2F e MIAMFDADE COUNTY APPROVED 13U1IAN IG PERMtt AEANIRE.MEN: Application for building -permit shall be accompanied:by copies of the following: 1. This Notice -of Acceptance_ 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA Nc . 1714.22 Expiration Date 09/13/21 Approval Mite: 87/06/17 Page 3 of ' 8 INSTALLAtION PROCEDuliES: Deck Type 1: Deek Description: System Type E(1): Anchor/Base Sheet: Fastening:, • t Membrane: Surfacing: Wood, non -insulated .19/3r plywood or wood plank Atihor•Sheet tnecliatiieally fastened totcleck,,tnetribrane; adhered One or more plies of ASTM D 226 Type florASTM D 2626. , Per FBC 1518.2 & 1518.4 Nails and tin capstl2" grid; 6" o.c. at a minimum 4" head lap. (for lhase sheet only) ; • 4 Polystick. pita Pro,, Polystiek Tile Pio,, Polfstiek TU Max,. Polystick TU P, Phlystick TU Plus, Polystick MTS PolYitick MIS Plus, self -adhered. See General:Limitations Below: Deck Type!: Wood,.non-insulated • Dee . , •Min...19/321 plywood or woodplank •!:,., ...... • • • • . SystemiWyjnE(2):• • • •Anchor sheet nieelianically fastened to deck, membiane adhered chr/4aseSheetg• • • .0he or inore plies of ASTM•D 226 Type Ti or AS`TM D 2626. :...:V•asteubte:• • . ••••• 4er'Fi3C 451 8 2,& 1.518 A Nails and tin caps 42"'gricl, 6• o.e. at a minimum 4" head lap. (for • • ***** • • • • ••••• • • • •trlerribrianec• • Surfacing! • • • 000000 • Deck Tyge S. • • Deck Description: System Type E(3): Anchor/Base Sheet: Fastening: Plr Sheet: Membrane: Surfacing: ease sheet only) • • • • • Elastoflex 86 G, hot asphalt applied 1, . • Lee General Linirations Below. • • • • •4 • • • • •• • t t Wood, non -insulated Min. 19/32'plyWood or wood plank • Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Ofie or more plies of ASTM D 226 Type II or ASTM D 2626. Per FBC 1518.2 & 15184 Nails and tin caps 12",grid, 6" o.c. at a mFn1mTum444head lap. (for base .sheet only) folystick -MIS Plus, self-adhaed 'with minima:3M 3" horizorital laps and minimum V' vertical laps: ' Polystick TU Plus, self -adhered. See General Limitations` Below. ; ‘A ,e1 '41: 114 41: t itio-A. Tito.: 17-0614.22 Expiration Date: '09/13/21 Approval Date: 07/06/17 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. ,Re -fasten any.loose'deck panels, and sweep the deck thoroughly to re,move any. dust and debris.priorto application., •,, 9 ,+, , , , ..r .� 2: Place the underlayment over metal drip edge in accordance with RAS 11:1. 3. place the first course of membrane parallel to-theeave, rolling the membrane to obtain maximum:contact. Remove the. release film as the membrane is applied. All side laps shall be a minimum of-3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip: Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the :center outward in .both ;directions. • : r • • 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll orbroom the entire membran e surface so as tohave full contact with the surface, giving -special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. • r : • • 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The. flashfng taps shall be •, • • pressed irr place? andsfori ed around: the pratrusioo-twer►sstre"a tighf fitA.secon i• layyP fk 1ystivk Nal1 be't • applied over the underlayment. . •.•. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. •••. • • • • . . •• •• .••• • •. • .-. . • . . ••... ••.. Polystick Dual Pro, Polystick Tile Pro, Polystick TUrPlus, Polystick MTS and Polystici MTS Plus may :• • • used in asphaltic shingles, woodshakes and shingles, non-structural metal roofing, roof tihe.systeths and quarry . slate roof assemblies. .. • •. . S. • .• • ..... Polystick TU P may be used in .all the previous assemblies listed except metal roofing. Polystick TR-Xe maybe used in' allthe previous assemblies listed except:metal roofing and -roof tile systems. PolystiiekTU Max -may be used. in: non-stntctural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. • 4. Polystick IR-Xe,, Polystick Dual Pro, Polystick Tile Pro}, Polystick TU Max,. Polystick-TU P, Polystick TU" Plus, Polystiek MTS and Polystiek MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe Polystick Dual Pro,,Pol'ystick Tile" Pro,.Polystick.TU Max, Polyst ck TU P,. Polystiick. TU Plus, Polystiek MTS and Polystiek MTS Plus shall not be adhereddirectly over a.pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro,, Polystick Tile pro, Polystick TU Max, Polystick TU; P, Polystick. TU Plus, Polystick MTS and Polystick MTS Plus shall not be left -exposed as a 'temporary re -of for longer than the amount of days" listed the •table:below after' application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations_ Exposure Limitations (Days) MTS I1t-Xe Elastoflex S6 G ' TU , CPlus T1J P 'Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 `-180- 180 180 180 180 180 Hazeiten,.PA ` N/A 90 N/A. h 80" N/A;; N/A, N/A 180 N/A 7. All products listed herein shall have a.quality assurance audit in accordance with the Florida Building Code and NOA Ne.. 17-0614.22 Expiration Date:. 09i13f21 A wr-ovat I ate: 07/06/37 Page 5 of 8 Rule 61.G20 -3 of the Florida. Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth inthe roof tile: 'manufacturer's -Notice of Acceptarice. '+-'i' ' <_-' iy ` '' ` ` ! „, p Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 Gmay be used in both adhesive set: and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened:roof tile applications:, Polystick MTS and Polystick 'NITS Plus are limited to mechanically fastened with the limitations.outlined in Section 9. Fa ,;•_ Polystick TU‘ P.may be used in mechanically fastened roof tile, applications with the exception of mortar set tile applications. , c 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as. follows: (See -Table Below) •••. • • • • • • • 04100 Tile Profile •.•• Polystick, MTS Elastoflex : S6 G Polystick TU Plus,. TU P, Till Pi'4; ,Dual Prey, Polystick TU Max , Polystick MTS Phis .. System. (E3) MTS Plus with { . TU Phis ,.Flat 'ilia.. • Prohibited 4:12 6:12 6:12 5:12 6:12 '•• _ • •' without b'atteris '' ,`'' " t ` '; 'rYifile J S'ile--P e • '1344 iieci withoit.144ttens 4:12 -L6:1.2-- 6:12- _4:12 6:12 •— . • — - • The•�13dve slop l i •ations can be exceeded only; by using battens. in -accordancewith The Approued Tile System N lore of Accep ,and;appl:icable Florida Building 'Code :requirements. When battens are required, they• shall be utilized duripgJozding and installation of tiles. ,_ s " r ' ` `� '` • • • Cara pQld betaken during the loading procedure to' keep foot traffic to`a,minimum and to avoid dropping of tile directly on eheipjderlayrrient. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid pethendicular`to slope followed by a, rnaxi.na-una four tile stack parallel. to the slope, for a'total: of 6 tiles —for all underlayments except Polystick MTS „Which shall be loaded ontorbattens.. 0 fig 410 11 4 +• w .7 1 +1 NOYNo.:170614:22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this' product with specific prepared roofing' pr'oducts.''Polystick IR-Xe PolystickDual'Pro; Polystick Tile Pro, Polystick TU Max, Polystiek TU.P; Polystick TU'Plua 4Peiystick,MTS, PolYystkek.MTSSP1 Si or Elastefk S6.Gmay be. used with any approved roof coveringNat-ce of Acceptance listing:Polystick IR'Xe,,Polystick Dual Pro,. Polystiek.Tile Pro,_Polystiek TU Max, .Polystick TU P Polystick 115 Plies; Polystick MTS, Polystick MTS Plus: or Elastofltx S6 G asaeconiponent part of an assembly in the Notice of Acceptance: If Polystick IftXe,,PolystickDual Pro, PolystickTile.Pro,.PolystickTU Max, Polystick TU P,Polystick. TU Pius, Polystick MTS, Polystick 1MITS'Plus or El''astoftex S6 G: are riot listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation•is'provided to detail compatibility of the'produc`ts; wind' uplift r`esistance;'and fire testing results,.•t .., ' POLYGLASS GENERAL APPLICATION GUIDELINES FOR'POLYSTICK MEMBRANES PLEASE CHECK WTT}I LOCAL BUILDING COU`ESREGARDING .LIMITATIONS OF SI ELLI("IC. APPLI(AitiaNS LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMF�FDATIONS:' • • • 1. Polyglass does acceptthe direct,applicationof Polystick underlayment,membranes to valaddecks.. instillers ar cautioned to refer to applicable local' building codes prior to direct deck installation to e s this is a ptable. • Please also refer to applicable Product Data Sheets'af the :c� corresponding products. • ... • ...... • • . . . 00000 000000 . . '2. All rolls, with the exception of Polystick TV Plus, should be back -nailed in selvage edg . jij f-as. per lVly lass • • • • • Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied withia rninimur*.1.V ,metal dish as required in Miami -Dade County or simplex type nail as otherwise allowable in other regions; at a minimum rate • • of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail atea,•ifr;a pars ciavar" on . • the face of membrane, with the above stated nails and/or disks. The head lap, membrane it to cover the s a.beixg' • •: back -nailed.: (Please refer to applicable local, building codesprior. to installation) •• • 3. All seal lap seams -(selvage laps):must be rolled with :a'hand-roller to ensure full contact. 4. All fabric over fabric; and, granule over granule end laps, shall have a " wide, t'nifor3:u layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass-Polyplus 5'0'Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowedwhenloadingtile on the underlayments: Refer to the Palyglass.Tile Loading Guidelines See General Limitations #9, and #10.. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be usedan all projects for pitch/slopes of 7"/ 12"` or greater. It is suggested that on pitch/slopes in excess of 6 }fa"!'k2' , precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. '8.-Polystick:membranesrnayn-ot.beused=irkanyexposedaapplicationslkchasicrickets, exposedvalleys,orexposed ,roof to wall 'details. 9. Repair. of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified. Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so thatwaterwill run parallel to or over the top of all laps;.of the.patch. NOA N.,o 17 O614.22. Expiration Date: 1,09/13/21 Approval Date:' 07/06t17 Page 7 of 8 ° ° ° 10'AU minimum of'40 tbs f6r a weighted rolter',for the roning of ihe field membrane. Hand rollers are, a ceptabte for C. rolling of patches or small areasi of the roof. Brooming may, be.used where slope prohibits rolling. i i' %Z'' ' Miuzdi-�Dude� ° upon by '- ~~^ r ~` 13. Questions in regards,to the application of Pol glass products should -ber directed to our Technical Services" _ ` 4. Potygiass recommends, that applicable procedures as 'by the . , ° ° ° ° ° ^ °� ~ _ ° ° ° ° ° ° ° °° ° ° ° °° ° off ° + ' MIAMMADE COUNTY ' APPROVED .END OF THIS ACCEPTANCE - ~ ' o ` ` ` � ^ _ . ' . ' ` . ,. � ' /. ' '~'47-0814 ' Expiration 'Date; 09/ 8/21 Approval Date: 07/06/ 7 DEPARTMENT OF REGULATORY AN YECONOMIC RESOURCES; (RER) BOARD AND, CODE ADMINISTRATION DIVISION. NOTICE OF, ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44tl'Street Coral Springs; FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION .f 140.15 SW 26, Street, Room<208` Miami, Florida 33.175-2474 T (.786)315-2590T (786)-315-2599' t .a • www.►niamidadeow/econduort SCOPE: This NOA is being issued under the applicable rules and regulations governing :the use of) onstruction;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 thanMiami Dade County) reserve the right to hayt•tlii§. product or material, tested for quality assurance purposes. If this product -Or material fails to perform in the oacceptetrittnner, Olt. • • • manufacturer will inetr the expense of such testing and the AHJ` may immediately revoke„tgpitj6, orcsoe$d• the use • • of such product or material within their jurisdiction:. RER reserves the right to revoke.thig acceptat ce; if it• I's' • • • determined by Miami -Dade County Product Control Section that this product or material fa ls.tormeet thh Ygqu.ireme iig • • of the applicable building code. • • • • 4l •....' It •• This product is approved as described herein, and has been designed to comply with ..tritaiorida •1311:$ing Cade • • including the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: ICP Adhesives Polysee AH-160 • • • . • •• •• • LABELING; Each wit shall,, bear a: perrartea t label.with -the manufacturefs'name or logo, city, state and following statement: "Mimi-DadeCounty Product Control Appvoved" ; unless iotherwise noted herein.. - 4 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 any endorsement of any product; for • sales, advertising or anyiother.,purposes shall automatically terminate this NO. Failure to comply,with+ any section of this NOA shall be cause for tenninationr 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 ti the tier by the,,rnanufacturer or its distributors and shall be available for ,insfection at%the` job Site at. the Wiest of :the Build :* Official. This NOA'renews NOA •Ib.0315 )1 and consists of pages 1 'through 11. The submitted documentation was reviewed by Alex Tigera. NOA `Not: 17-0322.033'` Expiration' Date:r 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane 0 a , 4 kr .., SCOPE: - This approves ICIAdhesives Polysee AH7160 as manufactured by ICP Adhesives and Sealants, Incas described ..,, in this Notice of Acceptance. For the locations where the design pressureyequirements, as determined by applicable Wilding code, do:not exceed the design pressure values obtained by calculations in compliance with Roofing e Application Standard RAS 127. For use with approved flat, ;low, and 'high profile 'roof tile systems using ICP Adhesives Polyset® AH-160: • PRODUCTS MANUFACTURED BY APPLICANT: Product ' ' o . Dithensions. ' teit - '' '" t , s Product Description 1,.. 444 -..k.41 •••• • 4 A ' 11/... • r ( Specifications.! ••••p• • • . ICP AditeSiiV • • • N/A , -- , TAS 101 Two, component polyurethAne foam adhesive (to, ,t ., . „;•1 L j ,. 0, , 1,, • , ir.•••,, ; • •• 4.3 3 ' 1•- . 1.3 •:••IiPeiysetIMI-1%.0 • 1,,t t • • '0 •••••• :•••.rt'"P Adhesives Foal? • • • • N/A Dispensing Equipment- •• Atspenser.RTV1000 • • • • • • • •••••• • • 1CP Ad IA:evil Proher. „ ' N/A ' Dispelling Equipment -.,•• -- 'i, OOOOOO ,• • 1 it 1 , 'f; .(. r„.., .1.: ' • 30 & 140 . • • • • • i_ )', i • • • • • • • • • • • :**YAODUCTS•MANT.JFRTURED BY:OTHERS: • •• Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a .cuirent NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION': si 1. Tomball, TX. PHYSICAL PROPERTIES: . Iry . r. Property ' Test - ' Results 3.4 ,,P**..3 * Density ASTM D 1622 1.6 lbs./ft.' Compressivetrength • Strength ASTM ! ASTM• D,1621 /12, 18 PSI Parallel 'to/rise J...,• co ,. , ,. -t , ; , , •, . i _6 . ! ,_ , . , ... , j 12,Psi Perpendicular to risei, Tensile Strength ASTM b 1623 28 PSI Parallel to nrise =. Water Absorption ASTM D 2127 4I0,8 Lbs./Fe -- MCiisture Vapor Transmission ASTM E 96 _3.1 Berm /fIrtc17, ,s: . ..r, 4, ' Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40°. F., 2 weeks .: +6.0% Volume Change @158°F., 100% Humidity, 2 weeks , I ' , ASTM D•2&56 , --86% • , i ..• , ,; t i ,o i , , ..,4kt.r; ." t ' Closed Cell Content Note: The physical properties listed above nre presented as typical average values aso determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMi-DADE COUNTY APPROVED .NOA 172203: Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech' Laboratories, Inc. Southwest Research Institute r.� Trinity Engineering Celotex Corp. Testing Services rr; Test Identifier ' #94-060( 257818-I.PA -25-7438-3 25-7438-4 25-743Y&7 25-7492 Test Name/Report TAS 101. TAS 101 SSTD 11-9'3 .. SSSTU' L1-933 SSTD 1•1-93 NB-589-631 c ASTM D 1623 9637-92 01.6743.-011, ,, ;01-6739-062b[1]f 7050.02.96-1 ' P3670104.12 P39740.02.1.2 528454-2-1 528454-9-1 528454-10-1' ' 52'0109-1 520109.2 520109-3 520109-s6 5201t09-7 520191.1 TAS l'Ol '3/02/99 520109-2-1 F 4 [ ASTME 108 ASTM E ]SOS ASTM'E 84 • , TAS 114 ASTM 1? 1623 ;TAS_10+1 TAS 123 , • . • •�,j••• • ••••.• • • • • • ,• • •••••• • •' •• •• ,Date , 044/08/94. 12/ 1: 6/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 10146/9.4 011ral95 •• • •,• • 03/13796 04,/J 12 Q3/2d t2 •••• • • • • . • 10123'/98• TAS 101 TAS'1'01 • • • . • • • • •,•,- •• • • 7 ••••.• •• • • • • • ••••• � • •� • • LIMITATK NS 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & highstileprofiles. 3. Minimum; underlaytnent shall be in compliance with -the Roofing Application Standard RAS 120 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listedherein shall have, a quality ,assurance audit in;aocordanoe with the Florida Building Code and Rule 61620-3 of the Florida Administrative Code. NOA Noti:11-0322.03 Expiration Date:.05/10/22 ApinfovaL Date:114/27/17 Page 3of11 INSTALLATION ` 'l a l I' +` 3 r' 1. ICP Adhesives Polyset® AH460 may be used with any roofassembly haying a curreritNOA.that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset' AH=1,60 shall be applied in.cosipliance with the Component Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the.0 of ICP' Adhesives Polyset® AH-160 shall provide sufficient attachinentresistance to meet or exceed the, resistance value determined in compliance with Miami Dade County Roofmg Application Standards RAS 127. The adhesive ititichinent data is noted in th roof rile assembly NOA. 3. ICP Adhesives Polyset® AH7160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet: 4. Installation must be by ar Factory Trained "Qlfied Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives, and Sealants, Inc. shall supply alit of approved applicator's:to the authority having jurisdiction. 5. Caft �ti!on of the ICP Adhesives Foam; Dispenser RTF1000 dispensing equipment is requ red before application • of any g.dhesiv$. "the mix ratio between the "A" component and the "B" component shall be maintained between •• l.e1l.115:(A):1,9if*. • • •••• t ' 1 ,,r • 4. ICP Adhesives is ly et® AH=1-60 shall be -applied with ICP Adhesives Foam Dispenser RTF1000Or ICP Ad wives ProP4c, 340 & Il)0 dispensing equip Tent only: .•.•• .• .:.. ICP•Aelhesives l e.t® AH-f60 shall not be exposed pennnanentlyto sunlight. ▪ •• S Tips nest be adliexnd•in freshly applied adhesive. Tile must beset within 1 to 2 minutes after ICP Adhesives•- • Polyset' AH-140.Las teen disguised. • • • • ICP Adhesives Pohx •et® AH-160 placement and minimum pattyweight shall be in accordance with the •• • 'Placenne»t Details' herein. Each generic tile profile requires the specific placement noted herein. • , * NOA No.1,174422.6 Expiration Date: '05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile )Cite Profile Placement Deta Minimum Paddy Contact Area Minimum Paddy Gram Veight Eave Course - Flat, Low,: High r Profiles I- :',1 - . ' i All' Eave Course ,, i + 1743' sq. inches. 45-65 1 ". i Flat,'Low, High Profiles' • " - '" ,-#61 ' 17-23 sq. inches +45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile ,. #2 12-14 sq. inches 30 High Profile #2 4 7-19 sq. inches 30 -Flat, Low, High Profiles #3 Two Paddys:':,8-9 sq.-inches at head of tile 9-11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (l each longitudinal : edge) 20-25 sq. inches each bead •••••• -- •17 gram§ pa bead • • . • . • • , • ••• ... Two Piece Barrel (Pan.;Tile) .Two Piece 65-70 sq.. inches , • • • • 84 grains miler pan; • • ) f r LABELING: •••• • • •• •• • • • S.• All approved products listed herein shall be labeled and shall bear the imprint or identifiable hiarkifig of ttl• manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" br the Miart Dade County ,Product Control Seal as shown below. • • • • •. • • ••• • • ••• • ••• • •••• • • •••• •.• BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the' installation of this system q � i • NOA,Nor: 17.0322.03 ExpirationsDate 05/10/22 Approval Date: 04/27/17 Page 5 of 11 � • u ADHESIVE PLACEMENT DETAII, t L.,#) • .1# ''•••• P, --FlitiLoiiPiofile Tile — Nail avail tv plastic Cii•Yealt. tervNte toquirod)- v evito#Ft0trit.'• - • • • • Choidlt 11134orttiT'is) . • • • MIAMIOADE COUNTY APPROVED • J. 4 A- • I: 4 4 1. _ Starting at the eave course, apply a miiinnun 2`" (5(1.8 mm) x IO" (254 nun) x f" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock , of* tile being set. 2. •Continue in same manner. Insure approximately 17 errn2) — 23.-{148.4 cm') square inch adhesive _ contact niith the undeiside of the tile.. , MediumProfile / Double Pam Tile 1. Starting at the cave. Course, apply. a TrlillittilUTTI 2" (50.8 mm) x 10" (254 niinTx 1" (25.4 trim) fiiim paddy onto the underlayment positioned as shown tinder the pan portion Of the tile closest .to the overlock oftthotile being set. • .,` ,1 r • • - • 2. Contiiiiie iii'Saniemkidr. InsUre ipProximateTY 17 -(109.7 cln2) —23 )(I 48.4iii2) square inch adhesive contact with the underside of the tile. • .1 I, t 1 t , High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under•the pan portion of,the tile closest .to the overlock of the tile being set. 2. 'Continue in same manner. Insure approximately 17 00.7 (rtil) — 23 (148.4 cm) square inch aahesive contact with the underside of the tile. I NOA Not.i 17-0322.03 Expiraiion Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 I., APPROVED ECOUNTY ADHESIVE PLACEMENT DETAIL # 2 • flatiLqw. me Tile 1. Starting at the eave course, apply a: minimum 2" (50 S mm) x 10" (254 man), x 1" (25.4 snm) foam. paddy onto the underlayment positioned as shownrunder the strengthening rib,of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the :second -course, apply aminimurn 2" (5O.8inm) x 7" (177.8, mm):x 1"'(25.4 Tam) foam paddy onto the .underlayment positioned as shown.under the strengthening rib closest to the overlock of the tile •..• being set.•• • • • _.....• ••.•.. _. •• ... ..._ , • 3. Continue in same manner. Inge. tpprogir ty 10" • • (64.5 cm2) -12 (77.4 cm?) a neh, addheecive • •. contact with the underside of rite tile.. ; • • • • • •• •••. • • • • • • • • •••••• •• ..•.. • Medium Profile / Double Pan• i1R. • • • • • •1. Starting at the eave course•ap a 2" (50. A • n m) k 10"(254'mm) x 1"-(E5.4 lrnn) foam paddy . • onto the underlayment positioned as shown under the. pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (1,09.7 cm2) — 23 (148.4,cm2) square inch adhesive -contact with the underside of the tile. ,•••• 2 At the second course, apply a",minimum2" (50 8tnm), x 7" (177.& mm) x 1" (25.4 tm) foamspaddy onto the underlayrnent positioned as shown,uraler the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. • (Instructions continued on next page) N XXA No. r7-0322:03 ExpinationDate:' 05/10/22" Approval Date: 04/27/1.7 Page 7 of 11 • • • • • • • •••• ••••• • • •••• •••• 0000 • • ••••• • • • •• • ADBI?4S E PLACEMENT DETAIL 2(CONTINUED) I • •• • • • •••• • • • • • •• • • • • • • •• • • • • •••_ • •••••• • • •• •• it i! F I [xi,)„. 4,i r .75 I,j W'1 1 f • • • • • • • . • • • • •• • 1.m _ , .ti. P ? ' i '/ SJngle Pao Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm)..x LOP (254, mm).x 1;" (25.4 rinm):foa n paddy ontothe underlayrnent positioned as shawnrunder the panportion of the tile closest to. the aver1ock of the tile being set. Insure approximately 17(109:7 crrn2):- 23 (1.48.4 cm&)Pgquare inch adhesive contact with.the underside ofthe ti}e. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177 8 ) x 1" {25.4 m) -foam paddy Tonto the i nderlayment positioned .as shown Under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile.. t , h a NOA17-0322 03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8of11 ADHESIVE PLACEMENT 'DETAIL # 3 Rat/LowPralileT(!e riledlant PeeleTiie E?ia: the eaxe.:eourse`orily;Tapply rr}<x 10f" (254 mm)+.x 1" (;25.4'foarn:paddy onto the underlayment positioned as shown; under the strengthening rib for flat tile or u der.tlie pang portion, of the tile for low or highp ofiletile closest. to the overlock of the tile being, set. Leave approximately.4" (101.6 mm) up from the eave edge free offoamto prevent the expanded adhesive from blocking .the 'veep holes., Insure; ;approximately 17-23 in' (109.7-14S.4,cm2):of adhesive contact with the underside ofthe tile 2. Apply a4"(101.6mm)x4"(101.6rrim)x1"(25.4 mm) foam paddy onto the underlayment just below the seeohd course.li€e.positioned foamflitr:w under the strength , a rib fcrflat tile, vionder the pan portion of the tile, clost3t tdthe uOdgrieck for the second course tile to be•rnsialled. Ins approximately 8 9`in? (51.¢ 8• i em.Z).of adhesive* contact with the underside pftt►e tile. • • • • • • .. .. «nstrtions:conti,nued:on •nep;pm)1 •••• • • • • • • • • • • . . • . . .. • • .. • • . . • .• . • • • • • • NOA-No:: 17-032203 Eapirition Date: 05/10/22 Approval Date~ 04/27/17 Page 9 of 11 • • • • •. • • • •• • • •' ,11• • • • ADHESIVE PLACEMENT°DETAIL.#i3 (CONTINUED) . • • -HlIh ProflloTile • •• } • . • • • • • • • • • • • • • • • • • • •`•C•" • • •• • • • • •••• • • • • eb • • • • • • • • • • • •• •• •"'• • • • • • • • • • •• d 3. Also apply a 2" (50.8 mm).x 4" (101.6 mm) x 3/4" •(19..aamm) paddy can top•rif the eave course tile surface as shown;' n top olthe strength-eningrib for flat tile Or on top of the pan portion of the tile, closest;to>the uderlock of the irst,course of tile.. Inst�a'11 second course .of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap aiid 7 (45.2 cm) - 9 (58.1 cite): square inch 'adhesive contact with the underside of the file at the -head .of the ti.le 9 Continue- it same:Manner.. anner... r -u� 3AI++01.4 .4r.-- 1 OA'No.:`4 0322s03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL xlFrsoeenough adhesive toad vu 65 to 70 sibin. Sty t h applfcatiows iatcontact ar)hthe P Carbon requitedlt 2) Turn covers upside down. (Mate adhesive In to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25sq. In. contact area. I Inderlarmen t Sheathing Eaveclosure Ureter showed),. Weephole Remove top porticos ofthe ea+eecourse civerON-Abet tosecond'coarseof pen dies. E, we eave erad.a paw andteover tiles are fiash at eave line. Two Piece Barrel - High Profile Tile MIAMI-DADE COUNTY APPROVED Two Piece Harrel (Cap and Pan), Tile, 1. Starting, at the cave course, apply a minimumm2" (5OE8 ram);-x 10" (254.trim) x 1" (25.4 rem) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking;until adhesive has a chance to cure. 2. Continuein same manner bringing two pan courses %np totvatd::the midge. Insure approximately 65 -(419.4 cm2) — 70 (451; 6 cm2) square inch adhesive contact with the underside of the pan tile. • • • • 3. Turn covers upside doyne; posingrhinaerside of the tile. Apply a rriinii'.1 •1" (254 m x 10" • • (254 mni)= bead of adhest14 titrectlyon the inner edge of each side of the cover. tile. Leave • • approximately 3/4" (19 M to 1" (42X :rim) • • from the outside edge oft4e„tile, inwabfree of foam to allow for expasisrom • ' 4, • ; • 4. Tum covertile over after foam is applied and place onto pan tile 'cot se..11Pigiure a•ininimum ofi 20 (129 cm') - 25 (161.3 cm2") squall lea • contact area on each side of the cower — tire to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are longitudinal considered: optional. 5.When additional nailing is required, 2"'(50.8 min) x 4" (101.6 mm) hailers or the tie wire systemusing galvanized, stainless steel, ar copper wire and compatible nails may be used. END'OF THIS ACCEPTANCE • .• NOA No.:17-0312.03 ExpirationDate: 05/10/22` Approval Date: 04/27/17 Page 11 *Ell • • DEPARTMENT OF REGULATORY ANDECONOMIC RESOURCES (RE> BOARD', AND CODE ADMINISTRATION' DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Prodiucts LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: This NOA is being issued under: the applicable rules arhd'regiilations governing the use of constriktiOn materials. The documentation subrnittedhaA bben <reviewed and keel. by Miami -Dade Coiu ty RER Product CCd > trol 'Section to be 11,4 i MIAMI-DADE COUNTY PRODUCT CONTROL SECTION V1805'SW 26 Street, Room208 Miami; Florida 33175-2474 T ((786)k 3 i'5-2590 F (786) 3 F5-2544 www.udam.ldade gov/economr used in Miami -Dade County and other areas where allowed by:the Arithority Having Jurisdieti-otv(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 (i: areas other thanlvl ar -Dade County) reserve the. Fight to havetk s: product or material tested for quality assurance purposes. If this'product or material fails to performin the ieeepric,d manner, the manufacturer will incur the expense of such testing`and the AHJ ``may immediately. reto , nod ,• ter suspend4the,use of such product or material within their jurisdicticin•. RER reserves the right ti ei olle this•Soce ance; .1! •. if it is determined by.Miami-Dade.County Product Control Section that this product or materia141.s to naeet the requirements of the applicable building code: ‘4-._ ,; . t .... • • This product is approved as described herein, and has been designed to comply with the Florida Building Coda • • including the High Velocity Hurricane Zone of the Florida Building Code. •••• • • •• DESCRIPTION: Medium Profile <Connrete Tile .. .. • •. • • • • • LABELTNIG::Each unit shall bear a permanent label with the manufacturer's name or .logo, eityr4.4te aracf fi�l.l�win statement: ""Miami -Dade County Product Control Approved", unless otherwise noted herein. ` >t " ' • • • • RENEWAL of thits 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 occrr after the expiration date or if there has been a revision) orc change in the materials, use, and/or manufacture of the product or process_ Misuse of this NO'A=as an endorsement of art product, for sales, advertisingor any other purposes shall automatically terminate this NOA. Failure to, comply with, any section • • • • • • •• . . • of this NOA slial1 be cause for termination ai d'i oval of NOA_ • ,. i s ,f i; t ,cJ E ADVERTISEMENT: The NOA number preceded bythe 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.c ipy.ofthis:entire'NOA'shall be provided to°the:user by the manufacturer or its distributorsand shall .be availableffor inspection at the job site .artl a regtxest,of:the Building �Offieial j ,t •• This NOA revises NOA No.1)6440314107 and•consisstsOfpages 1 Through 7. The submitted documentation was reviewedby Freddy Semino MIAM ' • • E COUNTY l APPROVED NOA. No;17-0822.14 Expiration Date: 10/05/21 Approval Dater 10/26E17 Palof7 • • • • 'file •• • • • • • • • • • • • • • • • Tenn Pieces • • •,. • • • • ROOFINdASSEMlitY APPROVAL r 4 A tt Cateeorv: Sub Category: Material: , 1. SCOPE: Roofing Roofing Tiles Concrete d " 11,-S * A - "ht. t 't y This approves a, system, using Eagle Roofing Products Medium: Profile Concrete Tile,:-asnaanLcLL,; by Eagle Roofing Products LLC in Sumteryille, FL and described in. Seetion, 2 of this Notice of Acceptance. For use in:locations where the pressure requirements, as determined by applicableBuilding 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 calcidatioris shallbeslone as a moment based system. 2. PRODt..TT .DESCRI, pT, ION!) ' Matitifurtured by • • .• Medium, trate ConsiAtc., • • • • • • 7 `) • i• • 4 . • • • • • • • • • • • Ls',' 4;3. Test. Dimensions Specifications t,enght= 17" TAS 112 Width = 12 'A" Type.lb Thickness= 'A" Class III $^ t• , .1. , . ' Len t = varies TAS 1 12' .` Width = varies varying thickness • • ••• ,• • 2.1 EVINCE StBAITTED: • • • Test Agency PRI COnstruction Materials Technologies Redland Technologies, Redland Technologies Redland Teclinblogies. The Center for.Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Test Identifier ER17;00 4.921102, t ' 11AL I If I.. I, Product. DescriUtion f t, I Low profile, interlocking; high pressure extruded Concrete roof tile equipped with three nail hole and double roll ribs. For direct deck or battened nail-ora, mortar or adhesive set applications; , 4 1 4: AccesSorOrim, concrete ro6fi peces for USe a" hips, rakes andridge& Manufactured for each tile. , profile.. Test Name/Report , •, 1 I IA r • TAS 412 1, 7161=03 Static Uplift Tsink' App&-adik III' • TAS 102 & TAS 102(A) 7161-03 -Wind tunnel Testing Appendix II TAS 108 (Nail -On) -P0402•IlVithdraiVallesistInce TeitiniOf screwsceWvs. grnoOth"shaliknails' Static Uplift Testing TAS:101 (Adhesive Set) / Static Uplift Testing • TAS 101 (Mortar Set) Wind tiinnel Testing TAS 1,01i ,(Morthi--Set) 94-060B 94-084 P0631-01 j r. JI >A1. Date r; • ,Aug: 2006 Dec. 1991 Dec. 1991 Sept:1.'493 •4 • March, 19947 • ' .1 May 1994 A July 1994 At Tr ° E 1f, NOA No.474822.14 Expiration Date: 10/05/21 Approval Date: 10/26%17 Page 2 of 7 Redland Technologies Professional Service .• I> dustries, Inc. The Center for. Applied Engineering, Inc. The Center for Applied Engineering, l *. The•Centor,for Applied Engineering, Inc. The Center for Applied'. Engineering, Inc. The Center far Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for. Applied Engineering, Celotex Corporation Testing Services Walker Engineering inc. • Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Erignaeerang, :Iaac. Walker Engineering, Inc" . Walker Engineering, Inc. Letter Dated Aug. 1, 1994 22 709 ' 25-7094- i 25-7094-7 25-7694-4 Project No. 307025 Test #MDC-76 25-7183-1 25-71,83-2 25-7214-2 , .'25-721'4-6 ,.° t 528454-2-1 520109-2 Evaluation. Calculations Evaluation Calculations Evaluation Calculations 'Evaluation Calculations -Evaluation` 4Calculatiions Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 Static Uplift Testing TAS.L02" (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing TAS 1432 (4" Headiap, Nails, ratteris) Static Uplift Testing TAS102 • , (4" Headlap, Nazls,•D rent Deck, Recover7Reroof) Wind Driven Rain .. TAS.1'00- ';Static Uplift Testing TAS 1.02 (2 Qui:k-Drive- Screws, Direct Deck). Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Battens) Static&Upii ft Testing TAS 102 =(1 Quik-Drive Screw, Direct Deck) Qiik-Drive Screw, Battens) Static 'Uplift Testing TAS 101 , wo PattyAeih°esive Set, System 25-7183 25.-7094 • 4,. • t .a '25-7496' 25-7584 25-7804b 8 25-7804-4 & 5 • v .� I. 1 ' ; 25-7,848-C • - F ti f Calculations Calculations ti 'AeroElynamic Multiplier Restoring Moment Due to Gravity I Aug. 1994 Sept. f994' Oct. 1994 Oct. 1994' 'Oct. 1994 Oct: 1994 • • • • • 19I3i•••• ..,_,. •• • • • •• • •• • ••Feb: -1:99S .. ••••••.•• ••.. • • • • • • • • •March, 1995 •.,- •. •,- • • • • • • • . . I. • • S. • • . . ..• . Sep. 1998 Dec. 1998 April 1999 March 1995 February 1996 :Aptil 1996 December 1996 Sep.42006 1 Sep. 2006 - • • • • . • • • • • • • NO -A Nos.17-0822.14 Eacpirati � Date- 1f fa5{Zl . Arppi o ral Date:' 10/26/1.7 Page 3•oi7 • ATL of South Florida R1'1211.03-15 ATL of South Florida RT0706.02-17 )0, 5. LIMITATIONS: TAS 112 12/17/15 TAS 112 • 09/25/17 3.1 Tiri.classification isnot part of th*aceeptanpe.,: 3.2 For mortar or adhesive set tile applications; a static field uplift test in accordance with TAS 106 shall be ,reqUired, refer to app' licable 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 submittedio the Miami -Dade County Product Control SectiOu feir review. 3.4 Minimum underlayment shall be in compliance with the applicable ROofirig Applications- Standands listed sectiorr4.1 herein: 35 30/90,hot'rriopped underlayment applications may beinstalled perpendicular to the roof slope unless stated pilsrwise by the underlayment material manufacturers published: literature I4 3.6 • 1144 tcceptatace is for wood deck applications. • Minimum deck requirements shall be in compliance with • applicable building Code. • • • • • • 3,7 All pi!oducti Itiqcjherein shall, have a quality assurance:audit in -accordance with the Florida Building Code • • F43 le 61Q243-.3 of the Florida Adrninistrative Code. • • • • •••• •••• 1.i •••• • • • ..4.• DllSi,AILAT1111;* • . • • • • 4.1 Eaile Rep naroducts LLC, Medium Profile Coricrete Tile and its components shall be installed in strict • • • • ttinpliange with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 nata For:Atteament Calculations • • • • • • • • ... Table 1:. Average Weiglit (W) and Dimensions ' 1 . 0 Tile Profile Weight-lAf (lbf) , Length -I (ft). Width-w (ft) Medium Profile Concrete Tile. - 9.5 1`.417 - 1.04 Table 2: Aerodynamic Multipliers -1 (ft3) Tile Profile . , I, (ft3) Batten Application ' , .. lifts) , ...,_ ‘ " 'Direct Deck Application Medium Profile Concrete Tile - ' . 0.305 f :0.282 Table 3. Restoring Moments due to Gravity - Mg (ft-lbf) Tile . ' Profile t37:121.12 4":12" . , -5":12" 6":12" 7'.':12" or greater Medium -Profile Concrete Tile Battens Direct' IDk Battens Direct Deck Battens , Direct Deck Battens Direct Deck Battens Direct Deck 6.30 I 6.65' 6.21 6.54 5.08 6.41 5.93 6425 5.77 6:08, NQA No, 17-002114 Expiration Date: 10/05/21 Approval Date: :10/26/17, Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-lbf) for Nail -On Systems r ._ TFfe ' ' Profile Fastener Type °'''Direct 44' Vect -4! ° (min 1'5132"- plyvioodi -.' ' Oftect Peak ' (min. 19/32" plywood) ' •' Battens Medium, Profile Concrete Tile 2-10d Ring Shank Nails = 27.8: 37.4 28.8 1-10d Smooth or Screw Shank Nail - , 8.8 11-.8 4.1 2-10d Smooth or Screw Shank Nails - 4 . 16.4 V• , 21.9 7.1 1 #8 Screw ..',..- t ' 7 r25.8 , '. --. . i .t.- - 125.6 22.9 2 #8 Screw ' - - .',.%,- ' 47.1 ' . a, ' ' 1 47.1 49.1 1-10d Smooth or Screw Shank Nail (Field Clip) ' 24.3 - -- " - ' -- 24.3 ..c, 24.2 1-10d Smoothor Screw Shank Nail-(Eave Clip) 19.0 • . 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 - - - 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 .... • • . • •••• • • • . 2-10d Ring Shank Nail& 43.G --67.5 • • • ..50.49,, _ 1 Installation with a 4" tile headlap and fasteners are located a rnin. of VA" from head of tile. - . 4 • • •• . • Table 5: Attachment ,'•••• foeTivliPattY-Adhet Resistance Expressed as.a Moment iVeSet'Systems ----; _ . Mt (ft-Jlitt). ' ,••••• •••. Ili Tile 'Profile Miltifel tan Attlittment • , : : neos lite tit% • • ' Tile ;Appliation -, , Medium Profile Conorete Tile Adhesive2 . • • • 26.1 • • ••_. , 1/II • S. • • 2 See manufactures component approval for installation requirements. • • • • • • • • •• • • 3' The Dow thealicarOompany TileBond AvarageWeight per patty 11.4:graMs. • • • . • • • ,r1C13Adh-e-siTES'POPO-ettt AH-160. Average ;Afeigitiper patty78 f(jrgiTiV77 Table 6: Attachment Resistance Expressed as a Moment - Mt (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile. " Tile Application - „ ,Minimum Attachment Resistance Medium Profile Concrete Tile ICP Adhesives Polyset) A14-160, 86,61 _ . ICP Adhesimes Polyset® Akiji:6(Y 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. • • • • •••• • • • • . • ••• •••• • • • 55.5 • • • • Table 7: Attachment Resistance Expressed as a Moment -lilt (fi-lbf) for Mortar Set Systems 4 Tile Profile Tile 'Application Attachment Resistance Medium Profile Concrete 'Tile 'Mortar Set' 20:60 1 Tile-Tite Roof Tile Mortar. MIAMIDADE COUNTY " APPROVED NOA Na. 1740822.14 Expiration Dite., 10/05/21 ) Apireval Date 1ad6'17, Page 54'7 • .5. LABELING': ' '''l i* : I. - ; t...,, i It., . , (4- ' , , All tiles shall bear the imprint or identifiable -di-ark-frig- of the manufacturer's name or logo (See -,- Detail Below), or following statement: "Miami -Dade -County Product Control Approved". - • • • • • • • • SS. • • • • • • • • • • • • • • • • • • • • • • • • • .555 • • • • • • • • • •• • • • • • • • • ; .6% • f•td • • • • • • • FLORIN (LOCATED ON UNDERSIDE OF TILE) ; • OR4 .vi "'.1•"1 iL, ewir -of) 4 r • ' • • • , • • , :,(LOCATED ON,FRONTSIDE OF TIII;) • ' ' • • • • • • . • . . • - • •- • • • • , • • , ..... . • • • • • ; \Jr! :" -•,*/* ' .1' MEDIUM PROFILE CONCRETE ROOF .TILEiABEL; SUMTERVILLE PLANT k 44. 14, 4 z.4 i t. ' 1. • • - NOA NG. 17-082244 Expiration Date: 10/05/21 Approval Date: 0.0/26/17 Page 6 of 7 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6,.1`.1 This Notice of Acceptance_ 6:1.2Any other documents required by AHJ or. applicable BBwl'iing Code in.order• to properly evaluate the installation of this system. NAIL HOLE 17'14 PROFILE DRAWING MEDIUM PROFILE CONCRETE Roar; TILE END OF THIS ACCEPTANCE •... • • • •••. • • • .• • .. • •. . • .. . ... • • • • • ▪ . • . .... . . .... .• . • • • .' • • .• •• . • • • .. .. . NOA No. 17-0822.14 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 7' of.7