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RF-17-2943 i4 S oR Miarrit shores Villa e limit ,,,„M , Building Department 10050 N.E,2nd•Avenue Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 i RE:Permit# r-m ” 2��3 'DATE: INSPECTION AFFIDAVIT licensed es a n)Contracto Engineer I Architect, (> cnan� adrgeu } FS 468 Building Inspector License-#: on or about • 2� • 1 g ,I.dld'persohally Inspect the roof-deck nailing. {Date&Bme} I work at {.Compieffi:lob Site Addres4} Based upon that examination I have determined the installation was done according to the Hurricane Miffgation-Retrofit Manual(Based on 553.844 P.S) l Sign.tur u� a , State,of Florida I County of'Dade: The undersigned,being the first duly.swom,deposes.and,says that he/she.is the contractor for the above property mentioned. - i Nom to and subscribed before me this day of I , Notary Public,Sate of Florida at Large aARBARAauRIGo * MY COMMISSION#FF 080008 . EXPIRES:Aptil30,2018 j ��rFOFF��F BO�edTlw8nd9alloI�Y�� f •serieral;Bulldog,Residential,6r Rooft coro t m or iin Wi4tduei cerhTled urLder468 F.S.betake such adude raphs.of.each One orthe roofvA perw and address#dearly shown mad ed on the dedc(or each Inspedlon t t . Permit Al©. RF-12-17-2943 `ge°mss y�� Miami Shores Village Permit Type: Root 10050 N.E.2nd Avenue NE � � � ' "t Work Classification.-Tile/Flat Miami Shores,FL 33138-0000 PerPermit Status:APPROVED Phone: (305)795-2204 FC RtDp' Issue Date: 1211512017 Expiration: 06/13/2018 Project Address Parcel Number Applicant 1280 NE 102 Street 1132050220030 Miami Shores, FL 33138-2618 Block: Lot: MARK&DENISE JUANICO Owner Information Address Phone Cell MARK&DENISE JUANICO 1280 NE 102 Street MIAMI SHORES FL 33138-2618 f 1280 NE 102 Street MIAMI SHORES FL 33138-2618 Contractor(s) Phone Cell Phone Valuation: $ 45,240.00 THE HOME DEPOT USA INC (954)336-0881 w.... ,.�...,,. .�m... .� Total Scl Feet: 4351 Type,of Work:Re Roof Available Inspections: Additional Info:RE-ROOF LOW SLOPE&TILE Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-12-17-65904 CCF $27.60 12/15/2017 Check#: 14474 $891.35 $50.00 DBPR Fee $5.25 DCA Fee $3.50 12/14/2017 Check#: 14464 $50.00 $0.00 Education Surcharge $9.20 Bond#:3594 Permit Fee-New Roof $350.00 Scanning Fee $9.00 Technology Fee $36.80 Total: $941.35 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I aut rize the above-named contractor to do the work stated. December 15, 2017 Autho d S gnatur .Owner / Applicant / Contractor / Agent Date Building Department Copy December 15, 2017 1 Miami Shores Village _ Int L_�j Building Department OEC 1 017 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 _— INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC 0 ROOFING REVISION EXTENSION EJRENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP I CONTRACTOR DRAWINGS JOB ADDRESS: 1280 NE 102 ST City: Miami Shores County: Miami Dade Zip: 331 Folio/Parcel#: 11-3205-022-0030 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: p OWNER: Name(Fee Simple Titleholder): MARK JUANICO Phone#: Address: 1280 NE 102 ST City: MIAMI SHORES State: FL Zip: 33138 f Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: THE HOME DEPOT USA INC Phone#: 954-336-0881 Address: 2455 PACES FERRY RD C-11 ATLANTA GA 30339 City: State: Zip: Qualifier Name: RAQUEL SWANNER Phone#: 954-336-0881 State Certification or Registration#: CCC-1331113, Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$45240.00 Square/Linear Footage of Work: 4,351 Type of Work: ❑ Addition Q Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of work: Re-Roof/Low Slope/Tiles Specify color of color thru tile: ^^^^ Submittal Fee$ I Permit Fee$ •W CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$- Training/Education Fee$ Double Fee$ no'Structural Reviews$ Bond$ � TOTAL FEE NOW DUE$ 3cl l -3 (Revised02/24/2014) 1 w s)s n I-P fco , n y. a ! Bonding Company's Name(if applicable) . a' Bonding Company's Address t 'City State Zip - Mortgage Lender's Name(if applicable) Mortgage Lender's Address } City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to'meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. fi "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND 3 TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR.NOTICE OF COMMENCEMENT. I Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a'copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be.charged. Signature OWNER or AGENT C NT ACTOR The foreg ing instrument was ac edged befor his The foregoi strument was acknowledged before me this t Z day of� _ ,ZO . by '2q ay of QC*- by who is per on/lly known to l l SC�aannQ s personally known me or who has produced /� Pv 1ZW who has produced as YP MARK ERM identification and who did gyp'; ication a Notary Public State of FI�1�rtl� ��1.8� MARIUSKA MORALES NOTARY PUBLIC: =� �: Commission#FF 13�� y pUBLI ;o`...rP`B<<'; Notary Public—State of.Fiorida ommission Expires Commission_ Com n#FF'220108 f• 2018 ;:S missi4. OF'f October 27 r 13,.2019 =N. o; My Comm.Expires Ap Sign Sign: OFF``;`:° u hNation ffmt:kr1Aim Print: Print: P Seal: Seal: *+*****.***�*rrx**r*srr+�:*r+r:*.*res ,..■x .* *�******�****�+w+v**«*r*r.:rr�*:x:r*:s**r*r*****�w*#*****�«***a APPROVED BY Plans Examiner _Zoning Y Structural Review Clerk (R(wlsed02/24/2014) t Al 05/19/2011 12:54 5617424078 HMS DEPOT SERVICES 07/ea I ROOD'TO WALL CGriNECTION&MUCANE NUTTGATION RMqFTT FOR_+XISTT1�dr SITE. BV$z.r S%losG�,E a iLY RMMI NTIAL;STRucTupEES I FVMANT TO ftcn m 553.544 F.S. F To: Mi&mi-DIde Co=tY Building Deperttitezlt ' It$05 COMI Way,suite 31 t Mfami,FL 33173 ' - - - - - - - R4:- _OwT=•si�aM.e - -�otrK Fmperty Address j2,� luz �'} IQtrrii 10res {. 31 Rzaftstg Ferruit N nlber Deaf Building qfficifth .� cerffy thax I am not rewired to r=offt the mf w=wcti®os of my baitdiu9 because: to walil I ZT-ha just vduatian for the struotwe for purposes of ad yalocera taxaticti in IC8S tail s3434 000. fne {!4.Lro bWlding was coar=ucted in cm-np iauce with the proviso ma of the Florlda 3-dieing or with, the a Adm �F� pravlsga� of the I9g4 edmcsn. of t3� Sout1�. F6cx9dt Bttildsag Code (1994 �l ign�se s1£ �Trty C>9vaer Print Marne STATE OF FLORIDA DOUM OF MLA MI-DADS Swath to sad subscribe 6 ec-me this day of (SEAL) o.: �:P�a`,, MARK ACKERMAN a ;r *:Notary Public-State of Florida *• ,N,• �: Commission#FF 137122 %fir•... pA: Fawn• my commis nExpires 27,201G! � ae Feadueed J�t1i c�u on- When the just valuation of the Wmr= fbr Purposes cif ad valor=tL-sdon 1`:$-CgU4 to or rye that $300,001.00, and the ba ldsng nog CQnstaaqted in compliance with the €EC nor with I994 SFBC and affida:yt of Fnof to Wall Col eCHCt 11-dr ietstt.MiVption Refit muse b�gr©vided ' ciID.e.musmesrm�eKr°ema' ��r�JtaRrmde�e�a,r:nmmma� Property Search Application- Miami-Dade County Page 1 of 2 ""'RAISER OF THE PROPERTY Alp"P OFMFICE U Summary Report Generated On: 12/14/2017 k Property Information Folio: 11-3205-022-0030 *� 1280 NE 102 ST .•r' Property Address: Miami Shores,FL 33138-2618 Owner DENISE JUANICO t MARK T JUANICO Mailing Address 1280 NE 102 ST �- MIAMI SHORES,FL 33138 USA PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT z Beds I Baths/Half 3/3/1 Floors 1 z Living Units 1 " s ' Actual Area 3,314 Sq.Ft D . Living Area 2,326 Sq.Ft Adjusted Area 2,881 Sq.Ft Taxable Value Information Lot Size 12,862.6 Sq.Ft 2017 2016 2015 Year Built 1961 County Exemption Value $50,500 $50,500 $50,500 Assessment Information Taxable Value $253,245 $246,998 $244,930 Year, 2017 2016 2015 School Board Land Value $462,829 $430,486 $392,085 Exemption Value $25,500 $25,500 $25,500 Building Value $200,518 $200,518 $200,518 Taxable Value 1 $278,245 $271,998 $269,930 XF Value $17,922 $17,946 $12,643 Cityy Market Value $681,269 $648,950 $605,246 Exemption Value $50,500 $50,500 $50,500 Assessed Value $303,745 $297,498 $295,430 Taxable Value $253,245 $246,998 $244,930 Regional I Benefits Information Exemption Value 1 $50,500 $50,500 $50,500 Benefit Type 2017 2016 2015 Taxable Value 1 $253,245 $246,998 $244,930 Save Our Homes Assessment Cap Reduction $377,524 $351,452 •$309,816 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous Price OR Book- Qualification Description Second Sale Page Homestead Exemption $25,000 $25,000 $25,000 12/28/2011 $100 27946- Corrective,tax or QCD;min Civilian Disability TExemption $500 $500 $500 3431 consideration Note:Not all benefits are applicable to all Taxable Values(i.e.County, 07/01/1999 $0 18677- Sales which are disqualified as a result School Board,City,Regional). 2009 of examination of the deed 04/01/1999 $0 18653- Sales which are disqualified as a result Short Legal Description 0317 of examination of the deed 5 53 42 11/01/1993 $225,000 16128- Sales which are qualified AMD PL OF PORT OF REV PL OF MIAMI 2178 SHORES SEC 8 PB 41-64 W1/2 LOT 2 LESS S4.2FT OF W51 AFT &LESS S12.8FT OF E48.6FT BLK 185 http://www.miamidade.gov/propertysearch/ 12/14/2017 _... ................ .................. ..... _......... ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Sth Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form. Section A(General Information) \ Master Permit No. Process No. Contractor's Name THE HOME DEPOT USA Job Address 12-��LJ ►`�E 1�.� 2- �J� "`.` `'' ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive5 'tTiie ,:. — Vh ❑Asphaltic ❑ Metal Panel/Shingles ❑ Wood ShingleslSes Shingles '9 r ❑ Prescriptive BUR-RAS 150 ROOF TYPE Q New Roof Reroofing 13 Recovering Q Repair 177 Maintenance. . ROOF SYSTEM : ••• • ••••:• INFORMATION " • '• • Low Slope Roof Area(SF) L40% Steep Sloped Roof Area(SF)3}�J� +rotgl(SF) _(4 � •••• Section B (Roof Plan) .... ..:..' 'Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drams. •••••• Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones*Ax6location of • parapets. • • • • •••••• .. S E E E N C L O S E D D R A W I N G �—► d I t Q LD I I �` W F— �C W i < w L D f I } i W n I m t U _D, i y ;-c �- I I� _ v z I�= 1D �I 2 0 W D W 7 O c� D v d z c�� z p Q IV LYJ u) u� 15.32 FLORIDA BUILDING CODE 5th Edition (2014) —BUILDING Appt: Sales Contact: 1280 NE 102ND ST Job# MIAMI SHORES, FL 33138 Miami/Dade Field Inspector: Length Diagram +60 0 N N 12 � 11 / + Y& lb 5 12 '• 10 r C�� • 0000.. ! 900.00 • Doc 000006 0090•, - • e 0000.. ! 0000 • • 0000•. � 0009 0000. /_0_______000, +! 004.90 ••••.r 0090. �! • • •• 0• •000 ,�- 0000.• / • /c� o� ••9 1• . • • • •, • ` 9999•• •••••• a • • • • • xs • • • � 9999•• •, N + a V(P> 2� 1 � N 18 ti� 2u E 33 W Note: This diagram contains segment lengths (rounded to the nearest whole numbers) over 5 feet. In some cases, segment labels have been removed for readability. Plus signs preface some numbers to avoid confusion when rotated (e.g. +6 and +9) 777 41 1x � IL .e 1 IAMPDAID • BMW "Delivering Fxceflemce Every Day-7 NUANH-DADS COIJN'Ty --�- i REQUIRED OWNERS NOTIFICATION FOR.ROOFING CONSIDERATIONS it is the responsibility of the roofing contractor to provide the owner with.the required roofing permit, and to `explain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. E44. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed asp of the agreement between the owner and the contractor.- 4 2• Renaiiing woad decks: When replacing roofing, the existing wood roof deck may have to be r nailed in accordance with'the current provisions of Chapter 16 (High Velocity Hurricane Zonws) of the Florida Buil g Code. (The roof deck is usually concealed prior to removing the existing rpof y.stem;..... .. .. . _ . Comyncnn roofs: Common roofs are those which have no visible delineatin tween ntighborlAg • townhouses, condominiums, etc.). In buildings with common roofs, the roon'l i'contractor • � and/or••••• owner should notify the occupants of adjacent units of roofing work to be performed ....• ;••••• •. •• 4. Exposed ceilings: Exposed, open beam ceilings are where the underside✓oftbt roof arilng caiT bt.. v wed from below. The owner may wish to maintain the architectural appearance;y PP , t1te4?$re, roofthg nail '. penetrations of the underside of the decking may not be acceptable. The owner provides the optoa vP •oo rnaint ' ing this appearance. ...... 5.Ponding water: The current roof system and/or deck of the building may not drain well and may c se Jwater to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of Istructural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original ,ro-o-finnasystem is removed. Ponding conditions should be corrected.. _7 6. Overflow scuppers (Wall outlets): It is required that rainwater flow off so that the roof is not o erloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Ra Pida Bu ding Code, Plu ping. ' ? 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the duced- Owner's/Agent's r of the structural assembly (the building itself). The existing amount of attic ventilation shall not be Sign at* IJate: /© Codtfactor's•Signa , e:' r Permit Number: Property Address: /Z8' l .S' ,,��o yL MARK ACKRM __._........ NotaryPublic-state ofFlorida Commission'#FF 137122 My commission Expires October 27,2018 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Surfacing: N/A Fill in specific roof assembly components and identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (if a component is not used,identify as"NA") Field: 6 "oc @ Lap,#Rows 1 @ 72 'oc System Manufacturer:MULE-HIDE Perimeter: 6 "oc @Lap,#Rows_L @ 72 "oc Product Approval No.: 14-0326.03 Corner:6_"oc @ Lap,#Rows 1 @ 36 'oc Design Wind Pressures,From RAS 128 or Calculations: Number of Fasteners Per Insulation Board: Pmaxl:40.1 Pmax2:67.2 Pmax3: 101.1 Field 8' Perimeter 8' Corner 12' Max.Design Pressure,from the specific Product Approval system: 67 5 Illustrate Components Noted and Details is • Applicable: *00040 Deck: Woodblocking,Gutter, Edge Te�ina*on,StApping, Flashing, • Type:PLYWOOD Continuous Cleat,Cant Strip,Bass Flashing;Couafer- ..•. . Flashing,Coping, Etc. ...... . Gauge/Thickness:5/8" Indicate: Mean Roof Height, Parapet Height,.HeigW of Base•" Flashing, Component Material'MeiTal Thic;(h8§!?,,'Fastener... Slope: 1/12 Type, Fastener Spacing or Suo"t • ... .... .... Anchor/Base Sheet&No.of Ply(s):N/A • • 6906:0• • 00 Anchor/Base Sheet Fastener/Bonding Material: ••••• N/A . . . •..• • Insulation Base Layer: POLY-ISO-1 • Base Insulation Size and Thickness: 1.5'X4X8' FT. N/A Base Insulation Fastener/Bonding Material: Parapet HDP FASTENER&3"MULE-HIDE PLATES Height Top Insulation Layer: DENS DECK(GYPSUM) 10' Top Insulation Size and Thickness: 114'X4 X8' Top Insulation Fastener/Bonding Material: SEE ENCLOSED DETAIL HPD FASTENER 8 3"MULE-HIDE PLdTES Mean Roof Base Sheet(s)&No.of Ply(s): N/A Height Base Sheet Fastener/Bonding Material: WA Ply Sheet(s)&No.of Ply(s): N/A Ply Sheet Fastener/Bonding Material: N/A Top Ply: MULE-HIDE 60 MILL TPO-C FR Top Ply Fastener/Bonding Material: QM.XHD FASTENER WITH OM•2.W GARBED XHD PAT c W1=1 D C AM FLORIDA BUILDING CODE 5th Edition (2014)—BUILDING 15.33 4 EdSe Metal Appravetl Sealant CoMblous Cleat. One Game Hemet Than the Edge Metalt>ro••.x: s�s:��II}:•;�},,,; , } Li':�?�,.iii•��{$k fii't tr�tn rt t.••7 - I .,'�';�!�;�, Is^'S•:�:Lt5;�jN}�*K?F �• r!;}4Uh{ijv _ �,•• ,.}� t to tl,; +rk't�t,:-'i's ?'�ytl.1..... .•.' {li,• ,k4:tt'��t�.•+Ia�,,n��•��1'k;fii�: 1 15h1JJIP. �.:PlyMenUnane Strip �,r• '.'�;;,-°�~ i r�h,;?��•k �.3��,..�'•Al/llrovetl Fasfellers 4"Qtr .�,;/'.�. :+ :•?'s Machanically restenod or Adhered Single'�''••''r,r J `�.: .�'��. 7 ••n'�9l,Ply Membrane Bake Layer�t ''•,, ��y:; 1k 001011al Top Layer pl Woo `�"<<F t of in5nla t 'f°,.• tl Nallel' .,r(,, iaJl ' Roof Deck •••••• ...... . .. ...... Provide Component Information Roof Mean Height: 10' fl. Edge Metal Type andSize: 3"face 26 alv •••••• • Continuous Cleat: I 24 Galy Surfacing: ' n1a •• ••• • Single Ply Membrane Type: Mule-Hide TPO-c FR BO Mill Top insulation Layer Type: LQENS DECK 9ypaum)1/4"X 4'X e' Base Insulation Layer Type: POLY ISO-1 i s'X 4 X 8 Wood Nailer Type&$Ize: 2X8 pressure treated lumber Wood Nailer Attachment: 24.pl nalls-18"o/c Deck Type: 6/8 plywood � - r J2 IIt,• , „ -REF.#: 17-764 Date: 11/14/2017 6.I5,Y FI-L E N G C O� inc. Contractor RRP Construction t Engineering Services-CA 8116 7 3405 NW 9th Ave-Fort Lauderdale,FL-33309 Job: Juanico Residence 1791 Blount Road unit 907 1280 NE 102nd Street-Miami Shores,FL- Pompano Beach-Florida-33069 Tel:(754)307-1319 Fax:(754)205-6846 Design by: PEDRO DE FIGUEIREDO,PE 52609 Email:Engco@AOL.com Wind Load Calculation for Components and Cladding -ASCE/SEI 7-10 (method 2) Florida Building Code 2014 Low-Rise Buildings with MRH<= 60' Eave Height 15 Feet Cladding Elevation .15 Feet t Building does qualify as a Low-Rise Minimum Width 60 Feet Roof Slope 5 Degrees Gable Roofs F-7 degrees Risk Category: -11 Use FBC Figure'1609A Cat II Basic Wind Speed 175 mph FBC 1620.2-HVHZ-175 mph Dade County&170mph Broward County •-•------...--�...... Exposure C a Zg • (Section 26.7) 9.5 900 • • • *Goo• Exposure C:Open terrain with scattered obstructions height less than 36ft.Open country,grasslands • 1 _.0000. Building Type Enclosed ```` ` • 0000.. 0000 ., 0000. (Enclosed,Open,Partially Enclosed-Section 6.5.9) Use section 6.2 definitions .•.•r.•.•.---.•...---.-r r.-. .• .• ..�.i..... Kd -Table 26.6.1 0.85 0.85 . Kz-Table 30.3.1 0.85 • • Kh -Table 30.3.1 0.85 •••••• Kzt-Section 26.8 1.00 To be used when hill height H >= 15' .+. . Velocity Pressure(qz) 56.57 Psf , qz=0.00256. Kz. Kzt. Kd.V12 Section 30.3.2 Velocity Pressure (qh) 56.57 Psf qh=0.00256. Kh . Kzt. Kd.V"2 Section 30.3.2 + Tributary Area 10 ft2 GCpi ( Int. Pressure ) 0.18 1 -0.18 Table 26.11-1 GCp ( Ext. Pressure) zone 1,2,3(±) 0.30 Fig.30.4-5a(Monoslope Roof) zon@ 1 (-) -1.00 zone 2 (-) -1.80 zone 3 (-) -2.80 Wind load Psf positive negative Psf Psf Wind load combination factor 0.6 0.6 zone 1 16.3 -40.1 p= qz[(GCp)-(Gcpi)] (eq. 30.4.1) zone 2 16.3 -67.2 zone 3 16.3 -101.1 End zone(a) 72 INCHES Notation:(a) 10%of the least dimension or 0.4 of mean roof height,whichever is smaller. U Also(a)must not be less than either 4%of the least dimension or 3 feet. ENGCO INC HAS NOT VISIT THE JOB SITE.INPUT DATA PROVIDED BY CONTRACTOR. THIS WIND LOAD IS VOIDED IF FIELD CONDITIONS DIFFER FROM INPUT DATA _ n THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING. Sheet W PEDRO'DE'•F�IG��U;""EI�R DO;PE-52609 r'NOP CFDVvtTk10UT� AL '%!h � •� �rvi14-�IriS�tl1.A r x'157 • E N G C O inc. REF.#: 17-764 Date:_ 11/14/2017 Contractor RRP Construction Engineering Services-CA 8116 3405 NW 9th Ave-Fort Lauderdale,FL,33309 Job:Juanico Residence 1791 Blount Road unit 907 1260 NE 102nd Street-Miami Shores,FL- Pompano Beach-Florida-33069 Tel:(754)307-1319 Fax:(754)205-6846 Design by: PEDRO DE FIGUEIREDO,PE 52609 Email:Engco@AOL.com System Manufacturer: Mule-Hide Products Co.,Inc. Product Approval#: 14-0326.03 Deck Description: 19/32"or greater plywood or wood plank r System Type: "D"Membrane mechanically attached over preliminarily fastened insulation Vapor Retarder: Optional Barrier: 1/4",3/8",1/2"or 5/8"gypsum - i Insulation: Insulation Layer: Mule-Hide Poly ISO-1.minimum 1.5"thick t Note: All layers of insulation and base sheet shall be simultaneously attached.Insulation shall have preliminary attachment,,prior to the installation of the roofing membrane.At an application rate of 2 fastenersrer bo'Wd,for insulation boards<=4ft and 4 fasteners for insulation boards< eft. •.•'• Board Size: Oft x 8 ft ••• : •: • •• #of Fasteners & Rating: $7.5 psf •••••• • •• •••••• • Negative •••• •' • • • # ZONES Pressure •••• • ••••• I ••• • •••• ••••• 8 zone 1 field -40.1 psf •••• • #of Fasteners Required for •• •+ •••• •••••• each insulation board: 8 zone 2 perimeter -67.2 psf ...••• • •• 12zone 3 corner 1 -101.1 psf •••••• Membrane: • •Y Membrane Type: TPO-c,TPO-c FR;TPO-cExtra,Reinforced,secured through the preliminarily attached insulation as specified Fastening Description: OMG XHD fasteners with OMG 2 3/8"Barbed°XHD Plates 6"oc through_the membrane in the 51/2"side lapin rows spaced at 6"oc followed by applying a,1 1/2"wide heat weld. i { (1)Fastening Rating(psf): 67.5-, psf _ RAS 137 Side lap 5.5 . inches 72; inches NOA Sheet Width/Row spacing Side Lap Fastener Spacing 6 in oc Square feet per fastener 3.00 feet Fastener Value: 203 Ibf . Stow • Negative Side Lap 'Maximum Row ,. } Y / Pressure Fasteners Spacing Sheet Zones (psf) Spacing Width zone 1 field -40.1 6 72 �4J "0 ' k' ` s zone 2 perimeter -67.2 $ 72. zone 3 corner -101.1 6 36.' Maximum extrapolation 18_9 psf •`.� ' •�-�+- E c Min.Fastener separation _ 6 in oc PEDRO,O F1G17FJR�tX1�P1=52609 NOT,�ALID'.WITHOUT SEAL'S I ROOF ASSEMBLIES AND ROOFTOP STRUCTURES I t r Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form. Section E Tile Calculations) For Moment bused the systems.choese eilher NIrlll.nl I❑r_'.Colllpaw the'alum Imr\1,,cIIh the k'a1ue,limn Mi.II'the Nil yalucs:u'e grealer than nr equal to the Mr values.for each area m1'the root.Ihen the ulc:nnl"hni"n rr,cdn'd i.occeplable. \•lelhod I"\^lo^in:m Hawd hl'. (A-lotion,PCI'RAS 1'_7" LJtralc:�XICL\I,I SBA PI'ud11Cl:\pprms;d MI (P2:��y��'''x ��V'�4 (�� E � I'rnducl:\pprnral\41�(�.a' (P3:��yx��LS1T=L� ►>I;.b.Q"1=\1,: n/ I'ruducl:\ppru!al Mi \•Iclh11,I 2"SiMI1111i"d I d"<'alcul:u iun.1'rr'I'ahlc 9cluI Required Moment of Resistance(Mr)14um'I'ahlc Belo" Mr required Moment Resistance' Mean Roof Height-> Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 • 3:12 32.2 34.4_ 36.0 37.4 • • 39.8 • •••• • 4:12 30.4 32.2 33.8 35.1 • • 37.3 • • • ' • 5:12 28.4 1 30.1 31.6 32.8 • 34.9 6:12 26.4 28.0 29.4 30.5 32.4 •••• • 7:12 24.4 25.9 27.1 28.2 • •• 30.0 •) w••• t - • • •••••• •••• ••••• *Must be used in conjunction with a list of airmen(hasrd lily...Ic11n cndorvd h\ the liloward('muniBawd of Rules:wd i\Mlcals. • For Uplift basedtilesystems use Method i.Cunlloled the'altic,lin I ,III)the :Ihlrs li,r Pr.Il lhr l c;Ihlrs arr grrater IIyI�I� 1g;�tu the hr v;due.y • for each area of the roof.then the tilt allachnhew method 11A L CI%INC. • • Method.""\Io11nnl li:nr l I d"UAetilatiuns Per RAS 127" • • • s • (PI: XL = x w:_---,I-\\' "•II _ =Il I ...- I!rnducl:\pproyal P"_. • • I'nuhlcl Approval F, (P3: x L = x w:=-.. )-\\':_ m.0 =I'rt.. -. Product Approyal P' Where to Obtain Information Description Symbol Where to find Design Pressure PI or 112 ur P., RAS 1.'.7"fahlc I..r h\an cneinrering;mah'sis prepared by PI',hated on ASC?7 Mean Roof Height I I Ioh Sac Roof Slope 0 JohSite Aerodynamic Multiplier h Pnnhlrl_\ppr_.d Restoring Moment due to Promcl:\ppm,A Gravity Attachment Resistance Mt 1'ruducI Apprm:d Required Moment Resistance ML 11;11.111 - Minimum Attachment F' I'rmihlrt:\ppru�:d Resistance Required Uplift Resistance hr (':dculalyd Average Tile Weight W 111mducl Appnn_,l I"=Ienetb Tile Dimensions I'rodurl:\ppn' .il W=widlh All calculations must be submined to the huildin12 nlf 16:11:11 Ihr Bine ❑11"111111 applicnit'll . I FLORIDA BUILDING CODE 5th Edition (2014)-BUILDING 15.35 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number: '.1 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations)1. , 3g• 1 P2: P3: 0000 . Steep Sloped Roof System Description °' 000000 • . • .0.60• • . •0000• 0000 . 0000. 0000.. 0000 0000. Deck Type: . P�!W d 0 • • • k 000-• I .0'• 0000** •0 Type :0000Underlayment: 3p 1 •06 Ro 4- . :. • 12 Insulation: i Fire Barrier: Nf/A Ridge VentNN''LIoYiion? \ Fastener Type & Spacing: n CAPS_ Adhesive Type: Type Cap Sheet: PD stmt• ry PW 6 Mean Roof Height: 1S _ Roof Covering: ewAicrefe Titles Type &Size Drip 31' fA Q� Zb 4 q j Edge: I — --- 15.34 FLORIDA BUILDING CODE5th Edition (2014) —BUILDING A } k MIAMI-DADE COUNTY MIAMhPRODUCT CONTROL SECTION ! DADE 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.trov/economv _ k Eagle Roofing Products LLC •1575 East C.R. 470 Sumterville,FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The I documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted •••••• manner,the manufacturer will incur the expense of such testing and the AHJ may immediatef} revoke,roddif%or •, suspend the use of such product or material within their jurisdiction. RER reserves the right 15*e'oke this rcceptanct!*, i if it is determined by Miami-Dade County Product Control Section that this product or materlil•1711s to Te'et%he •••• requirements of the applicable building code. •....• ;••••• ••••• This product is approved as described herein, and has been designed to comply with the Florida Building God% .0 0 0• including the High Velocity Hurricane Zone of the Florida Building Code. 00000" •4• •••••• ...... DESCRIPTION: High Profile Concrete Tile •••••• • .00000 . • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state an$•folrowing' • •• statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. - INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.16-0314.08 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino NOA No. 17-0822.15 Expiration Date: 10/05/21 rruuMaw►ae COUNTY �� .•••, ,� Approval Date: 10/26/17 Page 1 of 7 f ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Catemory: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using High Profile Concrete Tile as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description00 '••••• 0000.. High Profile Concrete Tile Lenght= 17" TAS 112 High profile concrete roof till. For'diredt deck or • 0.000. 6 .. 0000.. Width= 12 '/4' Type 1a battened nail-on appli cations* 096i Thickness= '/z" Class III •••••• 0000 0000.. Trim Pieces Lenght=varies TAS 112 Accessory trim,concret2•r'UUf pieces for use at ••;•• Width=varies hips,rakes,ridges and vat�e�yterminaQMs'. 00000 ... . 0600 0000.0 varying thickness Manufactured for each til a profile. . 6 . 6 . . 60600. 0000.. • • 6 . . 666666 - NOA No. 17-0822.15 MIAMNDADE COUNTYM Expiration Date: 10/05/21 • Approval Date: 10/26/17 Page 2 of 7 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies ERPF-001-02-03 TAS-112 Aug.t2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102& 102(A) Redland.Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept: 1993 vs. smooth shank nails The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing M&.Mi Engineering, Inc. TAS 101 (Mortar Set) '• The Center for Applied 25-7094-(3,6& 9) Static Uplift Testing ••• Oct. ?99� ....:. Engineering, Inc. TAS 102 •••••• • The Center for Applied 25-7120-(1 &2) Static Uplift Testing •,,„• Nave 994 ••••• . . Engineering, Inc. TAS 102 ...... ...• ••••• The Center for Applied 25-7183-(3 &4) Static Uplift Testing •00• Feb'1995 ••• ;• Engineering, Inc. TAS 102 The Center for Applied 25-7214-(3,4,&7) Static Uplift TestingMarcy,�1;�5 . ...... .. ... Engineering, Inc. TAS 102 , • The Center for Applied 25-7804-4 Static Uplift Testing Sep; 1996 Engineering, Inc. TAS 102 Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services TAS 101 Celotex Corporation 520191-2-1 Static Uplift Testing March 1999 Testing Services TAS 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006 ATL of South Florida RT 1211.02-15 TAS-112 12/17/15 ATL of South Florida RT0706.03.17 TAS-112 09/25/17 NOA No.17-0822.15 MIAMI pADE COUNTY Expiration Date: 10/05/21 �� . ••, ,_ Approval Date: 10/26/17 Page 3 of 7 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance with TAS 106 shall be required, refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix`A'. Such testing shall be submitted to the Miami-Dade County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 3.7 All products listed herin shall have aquality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 4. INSTALLATION ""'• 0000.. 4.1 Eagle Roofing Products LLC, High Profile Concrete Tile and its components shall lbe installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS rM.;•• •• •••••• 0000.. 4.2 Data For Attachment Calculations ...•. 0000 ., 0 .00000 Table 1: Average Weight(W)and Dimensions(I x w) • 0000.. 0000 0000. Tile Profile Weight-W(Ibf) Length-I (ft) .. ... Width-p(ft) •• ... .. High Profile Concrete Tile 10 1.417 ..0. Table 2: Aerodynamic Multipliers_,\ ft3 Tile A(ft3) A(ft3) Profile Batten Application Direct Deck A lication High Profile Concrete Tile 0.300 0.277 3: Restoring Moments due to Gravity -M ft-Ib Tile 3":12" 4":12" 5":12" 6":12" Greater than Profile 7":12" High Profile irec Battens Direct Battens Direct Battens Direct Battens Direct Concrete Tile Deck Deck Deck Deck Deck 6.68 6.99 11 6.57 6.88 6.44 1 6.73 1 6.28 6.56 6.10 6.38 f NOA No. 17-0822.15 MIAMMADECOUNTY Expiration,Date: 10/05/21 • • Approval Date: 10/26/17 Page 4 of 7 t Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) High Profile 2-10d Ring Shank Nails 28.6 41.2 19.4 Concrete Tile 1-10d Smooth or Screw 5.1 6.8 2.8 Shank Nail 2-10d Smooth or Screw 6.9 9.2 7.3 Shank Nails 1 #8 Screw 20.7 20.7 18.1 2#8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw 23.1 23.1 19.0 Shank Nail Field Clip) 1-10d Smooth or Screw 29.3 29.3 24.0 Shank Nail Eave Clip) 2-10d Smooth or Screw 27.6 27.6 38.6 Shank Nails Field Cli 2-10d Smooth or Screw 38.1 38.1 4A.8 Shank Nails Eave Clip) • , •• ••• 2-10d Ring Shank Nails' 33.1 48.1 ...�.• , 4 2 •• ••• 1. Installation with a 4"tile headlap and fasteners are located a min. of 2%"from head of t18 Table 5: Attachment Resistance Expressed as a Moment Mf4jt14fJ .... •.:• • for Two Patty Adhesive Set Systems ..:. ...... Tile Tile Application oNFijqirnum Attachment Profile 0 Resistance ... :. High Profile Concrete Tile Adhesive •• 29!32 • 1 See manufactures component approval for installation requirements. 2 The Dow Chemical Company TileBond Average weight per patty 10.7 grams. ICP Adhesives Polyset®AH-160.Average weight per patty 8 grams. F Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance High Profile Concrete Tile ICP Adhesives Polyset®AH-160 66.53 ICP Adhesives Polyset®AH-160 38.74 3 Large padd lacemen f 63 rams of Pol set®AH-160. Medium paddy placement of 24grams of Polyset®AH-160. Table 7: Attachment Resistance Expressed as a Moment -Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance High Profile Concrete Tile Mortar Sets 24.5 5 Tile-Tite Roof Tile Mortar. M NOA No. 17-0822.15 MIAMFDADECOExpiration Date: 10/05/21 • •• Approval Date: 10/26/17 f Page 5 of 7 S. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami-Dade County Product Control Approved". , EAGrLE, FLORIDA (LOCATED ON UNDERSIDE OF TILE) •••••• • •• •••••• OR .... . ..... ...... .... ..... EAGLE FL . . . . ...... (LOCATED ON FRONTSIDE OF TILE) •• ••• • High Profile Concrete Tile LABEL,SUMTERVILLE PLANT i 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by AHJ or applicable Building Code in order to properly evaluate the installation of this system. NOA No. 17-0822.15 MAMMADE COUNTY Expiration Date: 10/05/21 • Approval Date: 10/26/17 Page 6 of 7 i PROFILE DRAWING IL •, ._ 0000.. 0000•• • •• 0000•. 0000•• • • .. ••00.• 0000 •tiftc- 0 • • 0000•• `- 0000 . 0.000 ••••'�. 0000 00000 • . . 0 • • • 0 •0000• 0000•• .. • . . • • • • • 0000.• 090 • • 00 i High Profile Concrete Tile END OF THIS ACCEPTANCE NOA No. 17-0822.15 MIAMI-DADE COUNTY Expiration Date: 10/05/21 •••• ► Approval Date: 10/26/17 Page 7 of 7 A f f � i 'MIAMFDiADE . � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.?,ov/economy Polyglass USA Inc. 1111 W.Newport Center Drive Deerfield Beach,FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). f This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in tI%.2r.pted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or "'•;• suspend the use of such product or material within their jurisdiction. RER reserves the right,jq jg;oke tlns-a c eptance� if it is determined by Miami-Dade County Product Control Section that this product or matery�l�ls to meet the requirements of the applicable building code. •... This product is approved as described herein, and has been designed to comply with the Floridm9uilding1(!6*de ..... including the High Velocity Hurricane Zone of the Florida Building Code. 000000 ' 6690 •• •• • .. .. .... ...... DESCRIPTION: Polyglass Polystick Underlayments :60:0: . . . . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or loge,city,;tate a"l follpwin�••••; statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino., G MIAMFDADE U CONTY NOA No.: 17-0614.22 AM , ■■ Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Cateaorv: Roofing Sub-Category: Underlayment Material: SBS , APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65'x 3'33/8 ASTM D 1970 A fine granular/sand top surface self-adhering,APP Manufacturing Or 65'x 3' polymer modified,fiberglass reinforced,bituminous 'Location#1 &#2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice&rain shield. Polystick Dual Pro 61'x 3'33/8 TAS 103 and A rubberized asphalt self-adhering, glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a Location#2 metal roofing and roof tile underlayment. .00.06 Polystick Tile Pro 61'x 3'33/8" TAS 103 and A rubberized asphalt self-adhering, lass-{ber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing met;i aC e,. Designe4 js a metal • Location#2 roofing and roof tile underlaymedt.. 0 . ...... Polystick TU Max 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self-adh VI&poly4tcr reiflforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Desigped as a a rggf Vle "ase• Location#1 &#2 underlayment. •• +• •••• ••.•.• Polystick TU P 32'10" x 3'3 3/8" TAS 103 and A rubberized asphalt waterprtaoMg:meml cane.glass-....: Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granulala rTWe •• Location#2 designed for use as a tile rood`aaaerlaymant.� e Polystick TU Plus 65'x 3'33/8" TAS 103 and A rubberized asphalt self-adhering, glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location 41 &#2 1 Polystick MTS 658" x 3'33/8" TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film Location#2 on the upper surface for use as an underlayment for metal roofing,roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 65'8" x 3'33/$" TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film Location#2 on the upper surface for use as an underlayment for metal roofing, roof tile,slate tiles and shingle underlayment. Elastoflex S6 G 32'10" x 3'3-%" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location#2 use in roof tile underlayment systems. NOA No.: 17-0614.22 MIAMMADE COUNTY Expiration Date: 09/13/21 G Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test AEency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 &G 15 5 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 ; 04/26/11 P36900.09.11 TAS 103/ASTM D4798 &G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798&D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103,TAS 110&ASTM D1623 05/12/14 P46520.10.14 ASTM D1623 :.100/14 P44360.10.14 TAS 103 &TAS 11;..•�; 10/07/14 P43290.10.14 ASTM D 1970&TAS.LL4.. -1pit7/14 •....• PLYG-SC 10130.06.16-3 TAS 103 &TAS 11"-%. 06/27/16 • PLYG-10130.06.16-1 ASTM D1970&TAS •1.10 "•"' • 06J27/16 . 0000 . 0000. PRI Asphalt Technologies PUSA-035-02-01 TAS 103 0000.. AW29/06 PUSA-055-02-02 TAS 103 ••••• ••:1.2/10/07 PUSA-089-02-01 TAS 103/ASTM D4798 4�0635' 07/06/09 •� 0 00.00. .0096. Momentum Technologies, Inc. JX20117A TAS 103/ASTM D4798 G�ltb 0904/01/08:....; RX14E8A TAS 103/ASTM D4798 &G155 0� $9/09 ' DX23D8B TAS 103/ASTM D4798 &G 15 5 02/18/10 DX23D8A TAS 103/ASTM D4798 &G 15 5 02/18/10 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMbDADE COUNTY �t � BUILDING PERMIT REQUIREMENTS: 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 No.: 17-0614.22 OMAMMADE COUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type Il or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS or Polystick MTS Plus, self-adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(2): Anchor sheet mechanically fastened to deck,membrane adhered :...:. • •.•... Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. • • Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid, 6" o.c. at a.jijim:um 4''head lap. (for'•" ...... base sheet only) .... • • 0000 •- •••00 Membrane: Elastoflex S6 G,hot asphalt applied . . Surfacing: See General Limitations Below. •• •• 006:••• •••••• . . :000:0 Deck Type 1: Wood,non-insulated • Deck Description: Min. 19/32" plywood or wood plank •• ��. System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self-adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self-adhered. Surfacing: See General Limitations Below. I NOA No.: 17-0614.22 MIAMMADE COUNTY Expiration Date: 09/13/21 �� Approval Date: 07/06/17 Page 4 of 8 i 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 prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave,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. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have 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. • 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. Tha flashing ta;v shall be .' pressed in place and formed around the protrusion to ensure a tight fit. A second layerof-PolystiW9ha11 be .•..:. applied over the underlayment. 0::::* • . ...... .... . ..... GENERAL LIMITATIONS: ' ...... .... ..... 1. Fire classification is not part of this acceptance. 2. Polystick Dual Pro,Polystick Tile Pro, Polystick TU Plus,Polystick MTS and Pelysli&MTS Plus may ha..% used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing, rcjof t kq systems and quarry,•• slate roof assemblies. " ' ' Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural 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,Polystick MTS and Polystick 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,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall not be adhered directly 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 roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex osure Limitations(Days) MTS IR-Xe Elastoflex TU TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Plus Winter Haven,FL 180 90 180 180 180 180 180 180 180 Hazelton,PA N/A 90 N/A 180 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 Mu�MEDADE Counmr NOA No.: 17-0614.22 � Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 I 1 Rule 61G20-3 of the Florida Administrative Code. - r S. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro,Polystick TU Max,Polystick TU Plus or Elastoflex S6 G may 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 MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 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) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (E3) Profile MTS S6 G TU P,Tile Pro, TU Max MTS Plus MTS Plus with Dual Pro TU Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 ;'ti T2 ..•••• without battens •• •• Profiled Prohibited 4:12 6:12 6:12 4:1'2•;•• 6!t2 •••• • Tile without battens '••'•' :.... The above slope limitations can be exceeded only by using battens in accordance with the ilpprovtcf Tile System:••• } Notice of Acceptance and applicable Florida Building Code requirements. When battd•&k requirejl't1ley shalt••• .. .. .... ...... be utilized during loading and installation of tiles. ••• •. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum end to ivoid dropping of•••0 0• tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for to:diDgprocedtire—two till%... laid perpendicular to slope followed by a maximum four tile stack parallel to the slope'Tor A total lol%tites—fbr • all underlayments except Polystick MTS which shall be loaded onto battens. •• (6 Max.Per Stack) O6 22 N 1 � t SD POL`MCKTU Plus t r NOA No.: 17-0614.22 MIAWDADE COUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 C 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe,Polystick Dual Pro, Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G are not 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 products,wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPL14;&T:QNS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOIVIM"ATIONS. � 1. Polyglass does accept the direct application of Polystick underla ment membranes to J•Y•4•4•d•S0ecks.•Installers are•••• cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable,••••; Please also refer to applicable Product Data Sheets of the corresponding products. •••••• :••••• ..... 2. All rolls with the exception of Polystick TU Plus should be back-nailed in selvage ed•e�searn as er tlolyglass••••• P Y g .. p.... ...... Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimupq j;/; metal disc as •• required in Miami-Dade County or simplex type nail as otherwise allowable in other fegian� at a minimum ratg...;. of 12" o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,%ea papa clavar"ono•••• the face of membrane,with the above stated nails and/or disks. The head lap membrane is to cover**area being • back-nailed. (Please refer to applicable local building codes prior 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 6" wide,uniform layer of 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, 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 allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of 7/12" or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/12",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 membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed 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 that water will run parallel to or over the top of all laps of the patch. a NOA No.: 17-0614.22 MAMMADE COUNTYM Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800)894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPL#CATdONS. •*sees LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMF,ATIIATIONS. Goes:*•ss•• END OF THIS ACCEPTANCE ••• •• • sees sees.. sees . sees. sees.. sees sees. :sees e sees.. . . . sees. MrAMMADe COU NOA No.: 17-06122 � Expiration Date: 09/13/3/21 Approval Date: 07/06/17 Page 8 of 8 MIAMI-DADE COUNTY MIAM PRODUCT CONTROL SECTION 4 mi i) 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/ec.onomv ICP Adhesives and Sealants,Inc. 12505 NW 44`'Street Coral Springs,FL.33065 F SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have bis product or material tested for quality assurance purposes. If this product or material fails to performVn tbt accepted manner,thy• • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, t'fibdily, or y;4ehj the use •• of such product or material within their jurisdiction. RER reserves the right to revoke*Q$s acceptance, if it'i's"" determined by Miami-Dade County Product Control Section that this product or material faifs.to meet the recluiremeatte9•• of the applicable building code. ;""' •..�. This product is approved as described herein, and has been designed to comply with•tftt*Fb)rida Bgitding Com•• 00 09 0000 000900 including the High Velocity Hurricane Zone of the Florida Building Code. 0000.. 0 00 . . 9 9 999999 99999. DESCRIPTION: ICP Adhesives Polyset®AH-160 ' . 0000.. 00 0 *00 0 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and*following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 MIAMHDADE COUNTY Expiration Date: 05/10/22 F ME 0 1 Approval Date:04/27/17 Page 1 of 11 w A V 4 k ROOFING COMPONENT APPROVAL: Category: Roofing 'Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: ' This approves ICP Adhesives Polyset'AH-160 as manufactured by ICP Adhesives and Sealants,Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ;000;0 00.00. ICP Adhesives N/A TAS 101 Two component pof) etiane foam adhesive . Polyset®AH-160 0180:6* 0 0 •••••. ICP Adhesives Foam N/A Dispensing Equipment•••• :....: 0000 Dispenser RTF1000 •••••• 0000 . 0000. ICP Adhesives ProPack® N/A Dispensing Equipment•;••; ;••• 00000 • i 30& 100 0000.. 0000.. PRODUCTS MANUFACTURED BY OTHERS: •••• ... �' Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset®AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. + PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks +6.0%Volume Change @158°F., 100%Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMI•DADE COUNTY NOA No.: 17-0322.03 IAM �U Expiration Date: 05/10/22 Approval Date:04/27/17 Page 2 of 11 t 1 EVIDENCE SUBMITTED: Test Aizency Test Identifier Test Name/Renort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 . 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division i Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 14/16/94 01-6739-062b[1] ASTM E 84 04/16/95 ••••;• YY • Y• • • Trinity Engineering 7050.02.96-1 TAS 114 A/14196 """ P36700.04.12 ASTM D 1623 04/19/12 P39740.02.12 TAS 101 •....• r2tt112 •�••• TAS 123 ...... ..:..' Celotex Corp.Testing Services 528454-2-1 TAS 101 ;••;•; 10/23/98 • 528454-9-1 ' 528454-10-1 ' 520109-1 TAS 101 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset'AH-160 shall solely be used with flat, low, &high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile 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 listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 MIAMMALDE COUNTY Expiration Date: 05/10/22 ' Approval Date: 04/27/17 Page 3 of 11 Y INSTALLATION: 1. ICP Adhesives Polyset" AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset®AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset®AH-160 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 a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required befole.gpoUcation of any adhesive. The mix ratio between the "A"component and the "B" component sliall lie maintlined betweeA•'•;• 1.0-1.15 (A): 1.0(B). •� 0 :0• &• �. 0.0.00 • 00 •.000• 6. ICP Adhesives Polyset®AH-160 shall be applied with ICP Adhesives Foam DispenserWFP)•000 or ICP 0000.. Adhesives ProPack®30& 100 dispensing equipment only. ,••••, ;,,•; • 0000 . 0000. 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. *000 09000 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minufleg aTler ICP A'tftsives Poo*:* .. 000 Polyset®AH-160 has been dispensed. .0 . . 0 so 0 . . 0000.. 9. ICP Adhesives Polyset®AH-160 placement and minimum patty weight shall be in acoordax ce with fhe'' 'Placement Details'herein. Each generic tile profile requires the specific placement notedlerein. ••t • • t NOA No.: 17-0322.03 MIAMMADE COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 4 of 11 I i Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat, Low,High All Eave Course 17-23 sq. inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq. inches 45165 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal X17 gra►paVe;kead .•• edge)20-25 sq. inches each • •• •• bead ' ' • 0000. .. .. ... Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches ..34 grams under pan;• ••; 0000 ;WWWWW0090. 0000.. 9999 99990 LABELING: "" ••"•• 0000.. All approved products listed herein shall be labeled and shall bear the imprint or identifiable 6rti;g of tl*e' ...0:. manufacturer's name or logo and following statement: "Miami-Dade County Product Control.*App?gved" er the 14iami• 9 0000.. Dade County Product Control Seal as shown below. •• ••' • MIwR�►LtAtSE� � BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 MIAMI-DADS COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 p pPlastic ctmaM sckctmaM .f wlrt hw Flat/Low Profile Tile 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam i h paddy onto the underlayment positioned as shown, f under the strengthening rib closest to the Overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 . ft (109.7 cmc)—23 (148.4 cmc) square inch adhesive contact with the underside of the tile. • r as Medium Profile/ Double pari T-dle .. N•Il thraeghphstk caner • • . • 1whanmwi •••••• • •• 0000•0 sem# 1. Starting at the eave coum,wapply a minimum 2"; •• (50.8 mm)x 10"(254 rnhfj'a j"(25%V4)foam' • paddy onto the underlaymeM ositidned as showh':"• • ••. . . 0000• under the pan portion othe Pe closes;to the Overlock of the tile being j"• •• 10K { 2In.5rtdm� • • • • •••••• 2. Continue in same manner. Insure aprrrUiMately 17 B.ttem opiiammal ` . . .... •. " l (109.7 cm2)—23 (148.T rpno)squareakxh adhesive. contact with the underside of the tile. •- �.,� ��_ �`�tom•cl�,�. Fascia "Othfomah, - - 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 a1� under the pan portion of the tile closest to the 21n. d° Overlock of the tile being set. s ,4 ( 2. Continue in same manner. Insure approximately 17 ` r ' (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. 1 NOA No.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 6 of 11 s ADHESIVE PLACEMENT DETAIL#2 itk �+gi+ a ti Flat/Low Profile Tile U*da&ym*Mt 1. Starting at the eave course,apply a minimum 2"(50.8 ,• mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy S onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of % .� - 4 the tile being set. Insure approximately 17(109.7 cmz) —23 (148.4 cmz)square inch adhesive contact with the underside of the tile. � °zv 2. At the second course, apply a minimum 2"(50.8mm) - .= Fasda x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the ~ � strengthening rib closest to the overlock of the tile being set. • 3. Continue in same manner. Mure'apprXiai t�ly 10" •. CM22 ....... .. ...... (64.5 cm )- 12 (77.4 cm )square inch adhesive contact with the underside of.tk tile. •••• Nail titirowah sic mment Medium Profile/Double Pae•'Dile� .... ....�. tvAenee uit 1 •••••• • • Paddyiaantathfilia) 1. Starting at the eave course'appl3�a mirt0yp ;"(50'.8.... Uhd"I. "ne mm)x 10"(254 mm)x 1"�(25.4mm)foam paddy ;....; r4 onto the underlayment positronea as shown Ader the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17(109.7 cmz)— ' '` 2 . `" 23 (148.4 cmz)square inch adhesive contact with the underside of the tile. astutm optional 2. At the second course, apply a minimum 2"(50.8mm). x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan Fav*Cow raw F*so* 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 cmz)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 MIAMI•DADECOUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) Wdwou+ High Profile/Single Pan Tile #w�9n��Ir�rt) �x14y t�• ►a r1�9 g g t '`f 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. Insure approximately 17 (109.7 cm2)— ' ' '► �'zin `. 23 (148.4 cm2)square inch adhesive contact with the underside of the tile. 2. At the second course,apply a minimum 2" (50.8mm) � �,,,.-_ �•�;,, x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan t tin. 1� Ee►e portion of the tile closest to the overlock of the tile � 9999..n�a•d• being set. 9999.. r, 3. Continue in same manner."I MCfeapprckimlaely 17",••••• (109.7 cm2)- 19(122.6 cmlsgtitre inch adhesive :9999; contact with the underside•ofthe-tile. :9.9:• • 9000 . 9990• 9999.. .999 99.9• 9999.. 9999.. • • • •9999• 4 •• • 999 • • • NOA No.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 t ADHESIVE PLACEMENT DETAIL#3 Paddy aw ween toes) twmnrewired� 1. On the eave course only, apply a minimum 2" (50.8 Battens at m mm)x 10" (254 mm)x V (25.4 mm)foam paddy P ytunde►tnet onto the underlayment positioned as shown,under sinpielft the strengthening rib for flat tile or under the pan an ftp tile portion of the the for low or high profile the closest 4x46k. to the Overlock of the tile being set.Leave ,. � approximately 4" (101.6 mm)up from the eave SingteWdy ,�'� edge free of foam to prevent the expanded adhesive 2a4kL � `& from blocking the weep holes. Insure approximately 17-23 int(109.7-148.4 cm2)of 10 adhesive contact with the underside of the tile •'2';M Fascia Eavectesm 2. Apply a 4" (101.6 mm)x 4" (101.6 mm) 1" (25.4 mm)foam paddy onto the urLderlayr etft jtmt belo.,y••.. F1at/LowProfile Tile the second course line eWtloded fo4w paddy under the strengthening rib ko*flat tJe,'or under the.•:. Nall throtupplastic cement Singie paddy under tile pan portion of the tile, eleaegtto the underlock for • t� ree Paddy tbetween est the second course tile tQ be lf�gtalled;MQ;e :000*: ••• approximately 8-9 int(51--58.1 cO)of adhesiv2•;•• Battens funder tile) •'.•• •..•• contact with the underst•dco••f the tile. . • . • • .••••• o�� „ _ (Instructions continued on next page) :•'p"• • .z`� •• • •.• • • • 4X4kL 2X41 � k � pa • • �7f)Eitt 10 2 in. Eavae Gosure Eave Course Fasda Medium Prof11eT1ie, F 1 NOA No.: 17-0322.03 MIAMI-DAD,COUNTY= Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 I • S ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Man throuo pLasfic 51 a paddy under Me {when 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x Y4" �� (19 mm)paddy on top of the eave course tile &-mensI Pac*(underanet surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately r'sxatn, 9 (58.1 cm2)- 11 (71 cm2)square inch adhesive shioe 214�B. ''` contact with the underside of the tile at the overlap o„ and 7(45.2 cm2)-9(58.1 cm2) square inch � `tle- adhesive contact with the underside of the tile at ♦ the head of the tile. Continue in same manner. Eare Coarse �da Weephole Earn dasure • • loin. a In, ...... Dripedge High Profile Tile •••�•• i •••• ••••i• •••• • ••••• •••••• •••• ••••• • • • • • •••••• r a i NOA No.: 17-0322.03 MIAMI•DADECOUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 10 of 11 f ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" t)Piaveenough adhesive antiltoachieve 8(to70sq.in. (teen pitch required) 50.8 mm x 10" 254 mm x 1" 25.4 mm foam " in contact with the pan tile. (when required) ( ) \ ) ( ) 2)Turn covers upside down.Place adhesive in paddy onto the underlayment positioned as tot in.from outside edge of cover tile. shown under two adjacent pan tiles.'Support eave Then install the tile.Ensure 20 to 25 sq.in.contact area. Tr}b tiles from rocking until adhesive has a chance to underlayment wee o cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm')—70 (451.6 cmc) - ' square inch adhesive contact with the underside Sheathing of the pan tile. •••••• i •`• • ...... Eave closure •• • •• • . • (motarslim") 3. Turn covers upside doiv Tieitposing tht.wtdersidc...;. Weephole of the tile. Apply a mitiimem 1"(25:4#nm)x 1Q" . Fascia soars (254 mm)bead of adhpti t"directlj pp the inner•*a 6 Remove top portion of the eave course cover tile.Abut to second course of edge of each side of the*C8fer tile.Leave 09:966 pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. •.•• approximately 3/4 (1T iVm;to 1"(2S..Tihm) "•'• . 0000 0 0. Two Piece Barrel-High Profile rile from the outside edge. o.f thatile, inw00ard,free of !. foam to allow for expansibri: 0 • 0000.. . 0 .0006• 4. Turn cover tile over ahef Tolm is applied,and place onto pan tile course. Insure a minimum of 20(129 cm')-25 (161.3 cm')square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE 1 NOA No.: 17-0322.03 MIAMFDAD;CO'NW Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 t MIAM MIAMI-DADE COUNTY m i) PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwwaniamidade.tov/pera Mule-Hide Products Co.,Inc. 1195 Prince Hall Dr. Beloit,WI 53511 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County.Product Co trel,Lection• •••• (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve ttl o lr to hive tWs product • or material tested for quality assurance purposes. If this product or material fails to perform iuthe.accept$d'tpdtlner,tbg•••;• manufacturer will incur the expense of such testing and the AHJ may immediately revoke, nledifijl or suspend the use. of suchroduct or material within their jurisdiction. RER reserves the right to revoke this a to fence, ifit is. :••••: P J g F p 0000.* determined by Miami-Dade County Product Control Section that this product or material failt18 tneet the requlremerrts••• of the applicable building code. 00000. .069 00000 This product is approved as described herein, and has been designed to comply with the Florida Auilding Code 000 including the High Velocity Hurricane Zone of the Florida Building Code. ;•• •• ••• • ...... . DESCRIPTION: Mule-Hide Single Ply TPO Roof Systems over Wood Decks ego 0 0••••0 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it'shall be done in its entirety. f INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 13-0411.03 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. �MuuHaowocCOUNTYENOA No.: 14-0326.03 MMAE u III � - Expiration Date: 08/31/18 Approval Date:09/11/14 Page 1 of 8 r ROOFING SYSTEM APPROVAL Category: Roofing Sub-Category: Single Ply Material: TPO Deck Tyne: Wood Maximum Design Pressure -67.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Name Dimensions Specifications Product Description TPO-c various TAS 131 Reinforced white or colored TPO membrane. TPO-c EXTRA various TAS 131 Reinfo;ced white ojC(5148d TPO..... membrane.' .. • TPO-c Fleece Back various TAS 131 Reinfoh eViTbite or colored TPO • membrane with Fleece%cking •••••• TPO-c FR various TAS 131 Reinforoed•white orcolored FR ••;••• TPO meftfo*4e. "•' ""' .. .. .... ...... Carlisle FAST 100 Adhesive various TAS 110 Polyure ba;Z Adhesive. OMG Olybond 500 BA various TAS 110 Polyurdthane?kdhes:)a Millennium One-Step Foamable various TAS 110 PolyurdtaaAe:kdhesiw6 Adhesive Mule-Hide TPO Bonding Adhesive various TAS 110 Solvent-based bonding adhesive. WBBA 2000 various TAS 110 Water-Based Bonding Adhesive NOA No.: 14-0326.03 MIAMI-DADE COUNTY Expiration Date: 08/31/18 Approval Date: 09/11/14 Page 2 of 8 APPROVED INSULATIONS: k TABLE 2 Product Name Product Description Manufacturer (With Current NOA) Poly ISO 1-NB, Mule-Hide Poly ISO 1 Polyisocyanurate roof insulation. Mule-Hide Products Co., Inc. Dens Deck, Dens Deck Prime Silicon treated gypsum Georgia Pacific Gypsum Corp. Wood Fiberboard Regular wood fiber insulation Generic High Density Wood Fiberboard High Density Wood Fiber insulation board. Generic XPS Extruded polystyrene Generic Structodek High Density Fiberboard High Density Wood Fiber insulation board. Blue Ridge Fiberbpard, Inc. Insulation •••••• APPROVED FASTENERS: • ...... . .. ...... TABLES ••�•�• • • Fastener Product Product •ManVfactUrer Number Name Description Dimensions ••;•6jith Curitht NOA)'•••• .. .. .... ...... OMG XHD Insulation and membrane fastener Various •• �. OMG,j c. . . . . ....% OMG 2-3/8"Barbed XHD Barbed Metal plates used for 2-3/8" dia ONPG00 0 00IIn. •••• 0`'- ' Plate membrane securement with OMG ••; XHD&OMG Super XHD fasteners. 3. #12 Standard Roofgrip,#14 Insulation and membrane fastener Various OMG, Inc. Roofgrip 4. #12 Standard Stainless Stainless steel insulation and Various OMG,Inc. Steel membrane fastener 0( s ) Mule-Hide HDP Fastener Insulation and membrane fastener Various Mule-Hide Products Co., ��....// t Inc. 6. Mule-Hide Drill Point Insulation and membrane fastener Various Mule-Hide Products Co., Fastener Inc. 7r Mule-Hide 3"Insulation Insulation and membrane fastener Various Mule-Hide Products Co., Plate Inc. 8. Mule-Hide 2.4" Seam Plate Insulation and membrane fastener Various Mule-Hide Products Co., Inc. NOA No.: 14-0326.03 MIAMMDADE COUNTY Expiration Date: 08/31/18 Approval Date:09/11/14 Page 3 of 8 f EVIDENCE SUBMITTED: Test A2ency Test Identifier Description Date Architectural Testing Inc. ATI-37490.01 ASTM D 2137 7/7/00 Factory Mutual Research Corp. 3Z9AI.AM FMRC Standard 4470 10/15/97 Approval Guide Excerpt Wind Uplift Classification 5/00 Listings t Letter Wind Uplift Classification 5/2/00 3006110 Class 4470 6/13/01 3011220 ASTM E 108 8/16/01 Celotex Corporation Testing Services 520257 PA 131-95 4/19/00 SGS U.S. Testing Company 131248-R2 ASTM D 1149 1/j/00 Incorporated """ Atlantic&Caribbean Roof ACRC 07-059 TAS 114--1::**: : f 0/ 3/07 •••• • Consulting,LLC ACRC 07-051 TAS 114-Y--:-- 09/05/07 ; Trinity ERD C46470.07.14-1A TAS 131 ' 07/16/14 ••:••• C46470.07.14-113 TAS 131 ••�••� O7 16/14 ••••• C46470.07.14-2A TAS 131 ...... 07j30/14 .• C46470.07.14-4-R1 TAS 131 ; ' : . 07/21/14 ....% • F h NOA No.: 14-0326.03 MIAMMADE COUNTY Expiration Date: 08/31/18 F222:16111 Approval Date:09/11/14 Page 4 of 8 9 i APPROVED ASSEMBLIES Membrane Type: Single Ply,Thermoplastic,TPO,Reinforced,Fleece Back Deck,Type 1I: Wood, Insulated Deck Description: 19/32° or greater plywood or wood plank System Type C(1): All layers of insulation simultaneously attached; membrane fully adhered. All General and System Limitations apply.Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Base Insulation Laver Insulation Fasteners Fastener Table 3 Density/ft2 One of the following covered with the boards listed in Top Layer or Base or Top Layer. XPS • 0000.. 0000.. Minimum 1"thick N/A •,•' .. lY/A 0000.6 0 •• 0000.. Note: All layers shall be simultaneously fastened; see top layer below for fasteners and donAt3. Insulation • 0000.. panels listed are minimum sizes and dimensions; if larger panels are used,the number of fasteners sbil1•>Z% • increased maintaining the same fastener density. Please refer to Roofing Application Standlltd RAS-117 for ••;••. insulation attachment. Single and multiple layers of insulation can be attached to base Of 4f kith CarlW IFAST`•••• 100 Adhesive,OMG Olybond 500,Millennium One-Step Foamable Adhesive. •• •• •••• •••••• 0000.. • Base or Top Insulation Laver Insulation Fasteners • ;'PVA.ener Table 3 •. : .D#ns' /ft2 •••: Mule-Hide Poly ISO 1,Poly ISO 1-NB ••• Minimum 1.5"thick 1,3,4 1:2 ft2 Minimum 2"thick 1,5,6 1:4 ft2 Structodek High Density Fiber Board Insulation Minimum 1"thick 1,3,4,5,6 1:2 ft2 High DensityWood Fiberboard Minimum %"thick 3,4,5,6 1:2.67 ft2 Structodek High Density Fiber Board Insulation Minimum '/2"thick 3,4 1:2 ft2 Wood Fiberboard Minimum 1"thick 1,3,4,5,6 1:2 ft2 Top Insulation Laver Insulation Fasteners Fastener Table 3 Density/ft2 Required over the insulations listed in Base Layer or optional over any of the insulations listed as Base or Top Layer: Structodek High Density Fiber Board Insulation(for use over all insulation.types) Minimum 1/2"thick 1,5 1:2 ft2 NOA No.: 14-0326.03 MAMFOADE COUNTY Expiration Date: 08/31/18 + Approval Date:09/11/14 Page 5 of 8 ' 4 1 Note: Insulation panels listed are minimum sizes and dimensions; if larger panels are used,the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Vapor Retarder: (Optional)Any UL or FM approved vapor retarder applied to the roof deck or over a base layer of insulation. Barrier: '/4", 3/g", ''/2",or 5/8" gypsum. Membrane#1: TPO-c, TPO-c FR, Reinforced, 45 or 60 mil membrane or TPO-c EXTRA, 80 mil membrane fully adhered to the insulation using Mule-Hide TPO Bonding Adhesive applied to the substrate at a rate of 1 gal/60 ft.2 (finished surface) or WBBA 2000 bonding adhesive applied to the substrate at a rate of 1 gall 120 ft.2 Maximum Design Pressure—45 psf(See General Limitation #9) Membrane#2: TPO-c Fleece Back 100 or 115 mil membrane fully adhered to the insulation using WBBA 2000 bonding adhesive applied to the substrate at a rate of 1 gal/120 ft.2 Maximum Design Pressure—45 psf. (See General Limitation #9) TPO-c Fleece Back 100 or 115 mil membrane fully adhered to the insulation usit g Clifisle ...... FAST 100 Adhesive applied to the substrate at a rate of 1 gal/sq. •• •• • Maximum Design Pressure—45 psf. (See General Limitation #9) •••••• •• •••••• Maximum Design See Membrane Options Above ." :...:. .... . ..... Pressure: • ...... .... ..... .. .. .... ...... . . . . ...... t . . NOA No.: 14-0326.03 MIAMMADECO• Expiration Date: 08/31/18 Approval Date:09/11/14 Page 6 of 8 Membrane Type: Single Ply, Thermoplastic,TPO, Reinforced, Fleece Back Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type D(1): Membrane mechanically attached over preliminarily fastened insulation. All General and System Limitations apply.Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building . Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. 'Insulation Laver Insulation Fasteners Fastener Table 3 bensity/ft2 Mule-Hide Poly ISO 1 Minimum 1.5"thick N/A N/A Note: All layers of insulation and base sheet shall be simultaneously attached. See base sheet below for fasteners and density. Refer to Roofing Application Standard RAS 117 for insulation attachment requirements. Insulation shall have preliminary attachment, prior to the installation of the roofing memtrjne.• At an application rate of two fasteners per board for insulation boards having no dimenslon Oster than 4 ft., awe•;• four fasteners for any insulation board having no dimension greater than 8 ft. '• ' ' ...... . .. ...... Vapor Retarder: (Optional)Any UL or FM approved vapor retarder applied to the roo fgjk or ova r,a base laye*r••• of insulation. 0 90:0 ...... •••• ••••• Barrier: '/a" 3/8", '/2" .., or 5/g" gypsum. • • • .. .... ...... Membrane: TPO-c TPO-c�FR, PO-c EXTRA, Reinforced, secured througl? the prelim �lyattached••• insulation below. ....: Fastening#1: OMG XHD fasteners with OMG 2-3/8" Barbed XHD Plates 6" o.c. through the membrane in the 5'/2"side lap in rows spaced 6'o.c.followed by applying a 1'/2"wide heat weld, Maximum Design Pressure-67.S psf. (See General Limitation#7) Fastening#2: OMG XHD fasteners with OMG 2-3/8" Barbed XHD Plates 6" o.c. through the,membrane in the 5'/2"side lap in rows spaced 8'o.c. followed by applying a 1'/2"wide heat weld. Maximum Design Pressure-52.5 psf. (See General Limitation#7) Maximum Design See Membrane Options Above Pressure: NOA No.: 14-0326.03 M1AMI-DADECOUNTY Expiration Date: 08/31/18 Approval Date:09/11/14 Page 7 of 8 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45.psf.. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F.Tvllue of.275 lbf.,as .' tested in compliance with Testing Application Standard TAS 105. If the fastener value?as 4'ie4d-tested*ere below 0 0 0.• 275 lbf. insulation attachment shall not be acceptable. •••••• 6 6 0000.. 6. Fastener spacing for mechanical attachment of anchoribase sheet or membrane attachinghtVbased Qij"nimuth • fastener resistance value in conjunction with the maximum design value listed within a specllic system. Should flims . ... 0000. 0000. fastener resistance be less than that required,as determined by the Building Official,a re�se*J fastenerspacmg, re ared,signed and sealed b a Florida Registered Engineer,Architect,or Registered� Qonsultant a be 0 0 P P � Y g� g� � g Rood. � Y .• submitted. Said revised fastener spacing shall utilize the withdrawal resistance value t*eif frDm Testing. 9609% Application Standards TAS 105 and calculations in compliance with Roofing Application Standard VAS*n7. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requireme*ts*o;these•aiteas- Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Pepplication Standard RAS 117 and/or RAS 137. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile, and/or flashing termination designs shall conform with ' Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field, perimeters, and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners).(When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10 All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and a the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY 11. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE t NOA No.: 14-0326.03 MI MI•DADE COUNTY II, ,,,s � �, Expiration Date: 08/31/18 Approval Date:09/11/14 Page 8 of 8 TGFU.RI WO - Rooting Systems Page 1 of 3() _ONLINE CERTIFICATIONS DIRECTORY TGFU.R13850 Roofing Systems - Paue f3pttorn Roofing Systems (nfnrmasion fQr Rao fin Svstem� MULE-HIDE PRODUCTS CO INC 813850 1195 PRINCE HALL DR HFLOIT,09 53511 USA imferrn thickness or tapered insulation may be used in the following systems provided they do not exceed the indicated incline or thickness. nless 61therwise indicated,on non-combustible decks,Mule-Hide Products"Poly ISO 1-NB","Poly ISO 1-HD"or"Poly ISO 1-HD90"or"Poly ISO iv HD C n hpos.te"may replace,or be used in addition to,any Poly ISO I product or any UL Classified wood fiberboard,in any UL Classified s late,roofing system assembly and retain the classification of that assembly,though the max slope cannot exceed 1/2:12 if"Poly iSO 1-HID", "Poly ISS 1-HD-Composite"or 11 Poly ISO 1-HD90"is used directly be€ow TPO membrane.Unless otherwise indicated,on combustible decks,"Poly ISO 1 Prz","Poly ISO 1-HD", "Poly ISO 1-HD-Composite",and"Poly ISO 1-1-090"may be used in addition to any Poly ISO 1 product or any UL Cla sifir wood fiber board,in any insulated 1,11 Classified roofing system assembly and retain the classification of that assembly,though the max Slott- ce-not exceed 1/2:12 if"Poly ISO HD","Poly ISO 1-1-ID-Composite°or"Poly ISO 1-HD90"is used directly below TPO membrane. '~iu Hi c Products"Poly ISO 1-0,1, Poly ISO 1-HD-Composite"or"Poly ISO 1-HD90"(min,, 1/2 in,thickness)may be used over anyUL - C!3 side-,polystyrene on non-conbt.stiblc decks.Max incline shall be in accordance with the Classification established for the :•••:• `� nsis€aria:Jmembrane roofing system,but cannot exceed 2:12. • • • •••••• Any UL Classified EPS,any thickness,may be used below Muie-Hide Products polylsocyanurate insulations on non-comtuust Uie deck;Pl)v;!i`d a �. lnm..rnu ,, 1 in.thick layer of M e H:de Products colyisocyanurate is used.Max incline shall be in accordance with OlaS,0A. on estalbish!+for •••••• the .nsr rat cn/membrane roofing system,but can not exceed 1:12. • •••••• i For Combustible Decks-Class A; •••• • • . • 1.A minimurn 3 in.layer or a minimum two layers of 1.5 in.of"Poly ISO I-DWD"or"Poly 150 I-HD-Compos t2�Pis placed d rectiy �.••• over a combustible deck and is covered with any UL Classified roofing membrane used in any UL Class A rodflhD-zittmbly to :••• 09069 achieve a Class A fire Classification.As an alternative,any UL Classified insulation (except expanded or ext"ediowlystyrent*•• •••••• any combination,any thickness,may be used below the 3 In.minimum total thickness of"Poly ISO i-DWD•g ll;li ISO i-HD- • . •• Cor polite".The insulation may be loosely laid or attached with fasteners and plates,hot roofing asphalt or cold•3dliesive.A • vapor barrier(non-UL classified)may also be used below the insulation.All insulation joints must be staggered a mfiimum:r06 • 000000 •••• in, from the deck joints or from the insulation Joints directly Wow.The maximum incline snail be in acccrd;ince with the • • • Classification established for the membrane/insulation roofing assembly,however the incline can not exceed ai011 i ••• • �••••� 2.A minimum 1.9 in.layer of"Poly ISO 1-DWD"or"Poly ISO 1-HD-Composite"is placed over a minimum i layer of Carlisle"FR•• Base Sheet IS"or Elk"VersaShield F6-1S"over a combustible deck.The insulation is covered with any UL Classified roofing membrane used in any UL Class A roofing assembly to achieve a Class A fire Classification.As an alternative,any UL Classified Insulation(except expanded or extruded polystyrene),any combination,any thickness,may be used below the 1.9 in. minimum total thickness of"Poly ISO 1-DWD"or"Poly ISO 1-1-ID-Composite".The insulation may be loosely laid or attached with fasteners and plates,hot roofing asphalt or cold adhesive.A vapor barrier(non-UL classified)may also be used,below the insulation.All insulation joints must be staggered a minimum of 6 in.'frorn the deck joints or from the insulation joints directly below.The maximum incline shall be in accordance with the Classification established for the membrane/insulation roofing assembly, ,n however the incline can not exceed 1/2:12. F 3.A minimum I in. layer of Mule Hide Panels"Poly ISO 1--WD--Class A"is placed directly over a combustible deck and Is covered tv L any UL Classified roofing me nbrane used in any UL Class A roofing assembly to achieve a Class A fire Classification.As an el temative,any UL Classified insulation(except expanded or extruded polystyrene),any combination,any thickness,may be used clow the I in.minimum thickness of Mule-Hide Panels"Poly ISO 1-WD-Class A".The insolation may be loosely laid orattachedth fasteners and plates,hot rowing asphalt or cold adhesive.A vapor barrier(non-UL classified)may also be used below the -sulation.All insulation.Joints must be staggered a minimum of 6 in,from the deck Joints or from the insulation'joints directly »° below. The maximum incline shall be in accordance with the Classification established for the rriembrane/insulation roofing y assembly, however the incline can not exceed 112:12. t. St. For Combustible Decks-Class B: A minimum 1.9n. layer of"Poly ISO 1 DWG"or"Poly ISO 1-HD-Composite",or a minimum 2 in.thick layer of Carlisle"Po?yiso ` I P- i-C"or Atlas"AC Foam III"is placed dire;tly over a combustible deck and is covered with any UL Classified roofing ,neir.brane used in any UL Class 6 roofing assembly to achieve a Class B fire Classification;As an alternative,any UL Classified insulation(except expanded or extruded polystyrene),any combination,any thickness,may be used below the 1.9 In.minimum thickness layer of"Poly ISO 1-DWD"or"Poly ISO 1-1-10-Composite".The insulation may be loosely laid or attached with fasteners -Ind plates,hot rooting asphalt or cold adhesive.A vapor barrier(non-UL classified)may also be used below the insulation.Ail insulation joints must be staggered a minimum of 6 in.from the deck joints or from the insulation joints directly below.The maximum;incline shall be in accordance with the Classification established for the memtiraneJinsuiatirm roofing assembly, however the incline can not exceed 112:12. SINGLE PLY MEMBRANE SYSTEMS I.. Unless otherwise indicated,insulation is mechanically fastened to the roof deck. lith's:/'database.ul.roni/cgi-bin/XYV/teliiplate/LISEXT/1 FRAME/shoE page.html?nanle—T... 6/,7/2013 -=_""' e,13850 - Rocifino, Systems Paaae 15 of'30 x„ Barrier Board(Optional):.—G-Pgypsum titin, r/s-in Dens-Deck or United States Gypsum Co.min.1A in.SECUROCk. Membrane:—Any UL Classified EPDM or TPO membrane,mechanically attached or filly adhered for use as a Class C Roofing System with or without optional use of Insulation and/or Barrier Board. Note: Maximum incline is determined by the existing membrane Classification,but cannot exceed 1112:12. 18.Deck:NC Incline:See Note Insulation(Optional):—Any UL Classified insulation,any thickness. Barrier Board:—"'Mule-Nide FR Deck Panel C,7/16 in,min." Membrane:-Any UL Classified.Mule-Hide fully adhered EPDM,PUC,TPO or self-adhered modified bitumen cao sheet. Note: Maxinwm incline is determined by the existing membrane/adhesive Classification. 19.Deck:C-15/32 Incline:Unlimited f Insulation: —See"Referenced Insulations",any combination,min. 2 in.thickness. Membrane:——"Muse-Nide TPO-i-Fleece Back 100 or 115'(TPO)adhered with Mille-Hide"WBBA 2000"bonding adhesive". k ` Class C-FleeceBack Fully Adhered(FAST Adhesive) 1. Deck.C-15/32 Incline:1 i Insulation:—Johns Manville"ENRGY 3 Plus"`(composite)insulation or any UL Classified wood fiberboard,1/2 in,thick (""in. "! Membrane:—"Mule-Hide TPO-c Fleece€3ar� j�Class A-Mechanically Fastened The rnernbrane is mechanically fastened sc ever the insulation by mechanical fasteners and plates pieced in the field splices.Field membrane splices, 6 in,min wide,are adhered with"Mule-Hide Black Splice Cement"ar 8r to 95 ion ft/gal.Before the splice is assembled,a 3/16 in.bead of"Mule-Hide In-Seam Sealant`is applied to tte seam area. In the Mule-Nide White-On-Black EPDM Mechanically Fastened Systems Described below,the installation is the sarns4189"tsU above except"Mule-Hide White Splice Cement"is used in place cif"Mule-Hide Black Splice Cement';Cove}epe rates•are the satire. • Mule-Hide Products insulation boards designated as"Poly ISO 1-NB"or"Poly ISO 1-WF"arc•acceptable substitutes*016 ,N • • assen;bly which utilizes"Poly ISO.1 . 0.0:•• • •• •••••• 0000•• • • • 1. Deleted. 1 •••••• 0000 • • • • 2.Deleted. 0 • •••••• 0000 O 0000• 3.Deleted. 00000411 ••0• ••i••* • 4.Deleted. •0 ••' 0000 0400•• • 5,Deleted. 000000 • • 6.Deleted. • • • • 0009 •• 0000•• • • • • • I finless otherwise indicated,the insulation and membrane are fastened to the deck with metal screwsawO aaetai or plasilic dies. :••0•� l The membrane laps are hot air welded. • • ;. •• 7. Deleted. 8.Deck: C-15-/32 Incline:2 Slip Sheet(Optional):—For'Ufiber"Pyrokure 600"or red rosin sheet nailed followed by Type 15 asphalt organic felt, hot mopped. Slip Sheet: —Adas Roof a "FR-50". Insulation:—Glass fiber, 5/16 in.min or partite,3/4 in.min: y _ Insulation(Optional):—Celotex'Top R:1",Johns Manville"ENRGY-IM",Arco"Accor",tapered or uniform thickness;, Johns Manvii e"t itrac3ard Gold"or Rmax Inc,"Multi-Max-3",may be placed over the 15/16 in,glass fiber or 3/4 in, pe-Pre to form a max thickness of 4 in. Membrane:—"Mule-Hide Hypalon Roofing Membrane", 9.Deck:C-15/32 Incline:2 Ply Sheets:—One layer red rosin paper,nailed,one layer Type 15 felt,nailed and two layers Type 15 felt,hot mopped. Slip Sheet:—Atlas Roofing"FR-50". Insulation: —Perlite and/or glass fiber,4 in.max(total). Insulation(Optional):—Celotex"Hy-Therm White Line"or Rmax Inc."Multi-Max-3",may be placed over the 115/1-16 in, glass fiber or 3/4 in.pers'ite to form'any thickness. Membrane:—"Mule-hide Hypalon Roofing Membrane". 10.Deck:NC Incline:2-1/2 t Slip Shut(Optional):---(15 nrii nein)JPS Slipsheet or Lydell"Manniglas 1200-. Insulation:—One or more layers liber glass,perlite board, "Poly Iso 2", "Multi-Max", USG Industries"Structodeck", Huebert wood fiber,Arco"Arcor"(uniform thickness or tapered),Celotex"Hy-Therm White Line"or Johns Manville "ENRGY-IM",any thickness. Membrane:—"Mute-Hide Hypalon Roofing Membrane". 11. Deck:NC Incline:2-1/2 lit tp://cl Jt, base.itI-C >111/c9i-pini"XYV'/template/MSF XT/IF RAM /shwvvpage.Fit ml"name==... 6/27/22013 " T'CTFU.R13850 - Roofing_ Systems Page: 20 of 0 Slip Sheet:—Three layers Elk"VersaShield FB-IS'. Insulation(Optional): Any UL Classified(except EPS and:wood fiberboard),any combination,any thickness. Membrane:—"mule-Hide PVC". Note: Max incline shall be in accordance with Classification established for the insulation/membrane roofing system when insulation is used or established for the membrane roofing system applied over fiberbuoard or gypsum when insulation is not used. TA 93,Deck:NC Incline: 1/2 s: Insulation: —"Atlas Roofing"ACFoam II"or"AUcia 'i ill",Dow 'Hy Therm AP",Hunter Panels"H-Shield",Johns Manville"ENRGY-3",Firestone Building Products"ISO 95-GL", GW or HF" Rmax Inc."Multi-Max-3",any combination, any thickness. Membrane: —"Mule-Hide TPO-c". to " 94. Deck:NC Incline:1-112 R',.. Insulation: —Any UL Classified wood fiberboard;Johns Manville"ENRGY 3 Plus"(composite)insulation;cellular z" concrete,precast concrete with grouted joints or structural"(poured-in-place)concrete. r Membrane:—"Mule-Hide.TPO-c 95. Deck:NC Incline: 1-112 Insulation:—Atlas Roofing"AC'Foarn II"or"ACFoam III", Dow"Hy-Theron AP",Hunter Panels"H-Shield",Johns Manville "ENRGY-3" Firestone Building Products"ISO 95+GL" "GW"or"HF.",Rmax Inc."Multi-Max-3",any combination,any thickness. Membrane:—"Mme-nide TPO-c(FR)". 96. Deck:NC Incline: 1-1/2 Insulation: Any UL Classified wood fiberboard;Johns Manville"ENRGY 33 Plus"(cor oosite)insulation; cellular concrete,precast concrete with grouted joints or structural(poured-in-place)concrete. Membrane:—"Mule-Hide T PO-c(FR)". • • 97.Deck:NC Incline: 3 • • • •••••• Insulation(Optional): —Any UL Classified,any combination,any thickness. 000000 i •••• 000000 Barrier Board:— 1/2 in.thick gypsum wallboard or 1/4 in.thick G-P Gypsum DehsOeck_ty. • Membrane:—"Mule-Hide TPO-C'. +••••• • i••••i • • ••k••• 98.Deck:C-:.5/32 Incline:See Note •••• • 00:00 , Slip Sheet:—Two layers"VersaShield Underlayment"or"VersaSttieid FE-2S". • • • Insulation: —Any UL Classified(except EPS),any combination,any thickness. •• •• 0000 •••••• • Membrane:—"Mule-Hide TPO-c","Mule-Hide TPO-c(FR)","Mule-Hide TPO-c Extra", JPO-c Extra 4 R)"or •• "Mule-Hide'TPO-c Fleece Back". i • i • • ••••i• ., Note: Max incline shall be in accordance.rests Classification established for the insulation/riiembrine rooir:tii!!#rg_ o:_ • • ' ed 2:12. • • • •••••• 99. Deck:C-15/32 Incline:Unlimited � �• Insulation(Optional):—Any UL Classified,any combination,any thickness. Barrier Board:— 1/2 in.min gypsum board or 1/4 in.thick G-P Gypsum DensDeckr with staggered joints(6 in.offsr�t). Membrane:—"Mule-Hide'TPO-c 100. Deck: ncline:See Note Slip Sheet:—One layer Atlas Roofing"FR-10"or"FR-50", Elk"VersaShield Underlayrnent"or"VersaShield F13-2S". Insulation:—Atlas Roofing"ACFoam I11", 1.5 in.thick with joints staggered min 6 in.from the deck joints. Membrane:—'Mule-Hide TPO-c" "Mule-Hide TPO-c(FR)" "Mule-Hide TPO-c Extra","Mule-Hide TPO-c Extra(FR)"or "Mule-Hide TPO-c Fleece Back". Note: Max incline shall be in accordance with Classification established for the insulation/membrane roofing system. - 101,Deck:C-15132 Incline: 1/2 Slip Sheet:—Two plies Atlas Roofing"FR-50". Membrane: "Mule-Hide TPO-c","Mule-Hide TPO-c(FR)","Mule-l-tide TPO-c Extra","Mule-Hide TPO-c Extra(FR)"or "Mule-Hide TPO-c Fleece Back". 101A_Deck:C-15/32 Incline:See Note ts, i Slip Sheet:—Two layers Atlas Roofing"FR 50"or Elk"Ve saSniel1 Underiayment"or VersaShield FB-2S". .,,; Membrane: —"Mule-Hide TPO-c" "Mule-Hide TPO c(FR) "Mule Hide TPO-c Extra" "Mute-Hide TPG-c Extra(FR)"c,r :► "Mule-Hide TPO-c Fleece Back". i Note: Max incline shall be in accordance with Classification established for the membrane roofing system applied over fiberboard or gypsum,but can not exceed 1-1/2:12. 102. Deck:C..15/32 Incline:2-1/2 y4c r Insulation(Optional):—Any UL Classified,any combination,any:thickness. A littp://database.ul.com/cgi-bisr`XYVi'template/LlSEX'['/1 FRAME/showpa&)e;html?name T... 6/-'7,122013