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73 Dewees Ave ROOF19-0074 Flat Torch ROOF NON SHINGLE PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH ROOF19-0074 ?V ISSUED: 9/26/2019 800 SEMINOLE ROAD V ATLANTIC BEACH. FL 3 33 N 22 EXPIRES: 3/24/2020 C MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. JOB ADDRESS: I PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 73 DEWEES AVE ROOF NON SHINGLE FLAT TORCH DOWN ROOF $7000.00 TYPE OF REAL ESTATE BUILDING USE ZONING: I SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 1695610010 OCEAN GROVE UNIT01 COMPANY: ADDRESS: CITY: STATE: ZIP: OWNER: ADDRESS: CITY: STATE: ZIP: LUISA SANCHEZ 73 DEWEES AVE ATLANTIC BEACH FL 32233-5817 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $90.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $45.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.03 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $139.03 Issued Date: 9/26/2019 1 of 1 v.Aiir,, City of Atlantic Beach APPLICATION NUMBER S t �� Building Department (To be assi ned by the Building Department.) , a 800 Seminole Road ( \©o F I ,, z. Atlantic Beach, Florida 32233-5445 \ -0074 Phone(904)247-5826 • Fax(904)247-5845 moo;; y- E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us - APPLICATION REVIEW AND TRACKING FORM Property Address: 7`) DEAN e&-S D• • - - •• -nt review required Ye No Buil. s Applicant: CD L-t_� N �� �- ning &Zoning Tree Administrator Project: t 0&1, ( 00(A.,*. R00 Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: 1 proved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDIN PLANNING &ZONING Reviewed by: Date:q 0 r/ i TREE ADMIN. Second Review: ❑Approved as revised. ❑Deni . ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ‘, .,:'=A''''), Building Building Permit Application Updated 10/9/18 - r City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY II 91" IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us r-r Job Address: I� ?,1.1z,`i NJ -`3 C L, 373-3 Permit Number: ( I l —OC174 _ Legal Description SCS.,8,2_,-09--2-5-29 e. t.)A I 1_01-1 tth5 Re_ `- RE# 0 Valuation of Work(Replacement Cost)$ '� 1]WO Heated/Coolr.1 SF Non-Heated/Cooled C) w • Class of Work: ❑New ❑Addition ❑Alterationtepair ❑Move ❑Demo DPool DWindow/Door U • Use of existing/proposed structure(s): DCommercial VResidential LIL • If an existing structure, is a fire sprinkler system installed?: ❑Yes ) lo V-- • Will tree(s)be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) I No Describe in detail the type of work to be performed: Florida Product Approval# fL4 2.533 -FL•}Ir Ery'-150 for multiple products use product approval form Property Owner Information Name'J,\�,'1 �r.r,�,�', ' Address `1 De.,--.)e_.2S l\- :L. City P } '0'41t NOeca( -' State T.-L. Zip "'0.,�33 Phone (•3:5)3\ 'A014 O E-Mail 1.-AQvVa 04.43A-w1qa\• (r• ----% Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) 0:v)vNp,./ Contractor Information Q Name of Company Qualifying Agent V Address City State Zip Z En S` Office Phone Job Site Contact Number d M -I Z State Certification/Registration# E-Mail a V Z 0 O Architect Name& Phone# n W 0 O V Engineer's Name&Phone# O [aa F- Z w cj Workers Compensation Insurer OR Exempt o Expiration Date arV V_ V p Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or instal latlinscc commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regular-4X O Q construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SICfS� N Fy- WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requiremengoWit Z permit,there may be additional restrictions applicable to this property that may be found in the public records of this county..Ad g L there may be additional permits required from other governmental entities such as water management districts,state ages- eci a LO S federal agencies. f.. 5 co OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance witiUJal4-i Cl) W applicable laws regulating construction and zoning. CC W w > WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MKY cc RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FIN , ► ING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RE • ' I'I G Y•11: NOTICE CO ENCEMENT. 0 • • il ,. , (Sig'lure of rn mar ar ti i (Signature of Contractor) Signed a d sworn to(or affi -)q)be . --';thio day of Signed and sworn to(or affirmed)before me this day of `� 1- ,Z-0 .' \_.a `e: wx.v __ , , by AilliS-gnAr-111 . - (Signature of Notary) "f...-J .' '"`s,4. ]Personally Known OR [ ]Personally Known OR + s: + ° MY -*MISSION 924951 i1 [ ]Produced IdE. tification i',: EXPIRES October 6.2019 Type of Identification: ;``. °; :e".•' 6ondedTnruNotary PubrcUnderwriters i,]perof Identifl atioination -s1jLy;. Owner Builder Affidavit OFFICE COPY **ALL INFORMATION �s r*,. �^ HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. Y 1 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:1266'09 --dO?r I. FLORIDA STATUTES;CHAPTER 489, FLORIDA STATUTES, PART 1"CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE,THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY;SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE,THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. . III. IRS WITHHOLDING;OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO.455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY" OR THE FLORIDA"CONTRACTORS CERTIFICATE"TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. CONTACT THE BUILDING DEPARTMENT(904- 247-5826 OR BUILDING-DEPT@COAB.US) IF IN DOUBT. V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. Job Address: �- .i e_ - j ¶L Owner Name: \i\ ,,\\i\ ,,\\ � 'JD Phone Number:(-)) 93)g(z? Mailing Address: 77) ,De �'p�5 Id�J Q-- City: 1 State: f}-- Zip: 3x^2,33 Notarized Signature of Owner Th for oing Inst ument was acknowledged be`re me this Yday . _ -.) i 1 ,20 in the State of Florida, County ofJCi • Signature of Notary Public fir [ ] Personally Known OR [ ] Produced Identification Type of Identification: ,1...gyp yWPa'A.RRd•T+A.Sc _4'�... a+i ToNI CAJALESPER+3FR Updated 10/24/18 MY COMMI SION FF 924951 EXPIRES.October 6, U19 nnrrcod Thru hntary Publk Urderroriter, OFFICE COPY NEMoIetc. APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE TABLE DECK APPLICATION TYPE DESCRIPTION PAGE 1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5 1B Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 6-8 1C Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 9 1D Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 10-11 1E Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 12-14 1F-1 Wood New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 15-17 1F-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 18-19 1G Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 19 2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 20-22 2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 23-27 2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 28-30 3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 31-38 3B Structural concrete New or Reroof(Tear-Off) A-3 Bonded Temp Roof/Vapor Barrier,Bonded Insulation,Bonded Roof Cover 38 3C Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 39 4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 40-43 4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 44-46 4C Lightweight concrete New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 47-52 4D Lightweight concrete Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 52 5A Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 53 58 Cementitious wood fiber New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 54 5C Cementitious wood fiber New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 55 5D Cementitious wood fiber New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 55 6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 56-58 6B Existing gypsum Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 58-59 6C Existing gypsum Reroof(Tear-Off) C Mech.Attached Insulation,Bonded Roof Cover 59 6D Existing gypsum Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 60 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 61-67 7B Various Recover F Non-Insulated,Bonded Roof Cover 67 NEMO ETC,LLC Evaluation Report 3520.03.04-R24 for FL2533-R23 ' Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic•Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 1 of 67 0 NEMO I etc. The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted,fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: OMG#14 Roofgrip with Flat Bottom Plate(Accutrac),OMG HD with OMG 3 in.Galvalume Steel Plate,Dekfast#14 with Hex Plate or 3"Round Insulation Plate,Trufast HD with Trufast 3" Metal Insulation Plates or FlintFast#14 Fastener with FlintFast 3"Insulation Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. ➢ Steel Deck: OMG#12 or#14 Roofgrip with Recessed or Flat Bottom Plate(Accutrac),OMG#12 Standard or HD with OMG 3 in.Galvalume Steel Plate,Dekfast#12 or#14 with Hex Plate or 3"Round Insulation Plate,Trufast DP or HD with Trufast 3"Metal Insulation Plates or FlintFast#12 or#14 Fastener with FlintFast 3"Insulation Plates. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. ➢ Structural Concrete: OMG#14 Roofgrip with Recessed or Flat Bottom Plate(Accutrac),OMG HD or CD-10 with OMG 3 in.Galvalume Steel Plate,Dekfast#14 or DekSpike with Hex Plate or 3"Round Insulation Plate,Trufast HD or CF with Trufast 3"Metal Insulation Plates or FlintFast#14 Fastener with FlintFast 3"Insulation Plates. Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. 3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,GlasRoc Roof Board or gypsum-based roof board that meets the QA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover. 4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for,or installed beneath rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover), whereby the base sheet screws and plates are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Preliminary insulation attachment for System Type D:Unless otherwise noted,refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29(January 2016). 6. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ Hot asphalt(HA): Full coverage at 25-30 lbs/square ➢ Ashland Pliodeck(A-PD): Continuous 0.75 inch wide ribbons,12-inch o.c. Ribbons of subsequent layers shall be perpendicular to those in the layer below. ➢ Dow INSTA-STIK Quik Set Insulation Adhesive(D-IS): Continuous 0.75 to 1 inch wide ribbons,12-inch o.c. ➢ ICP Adhesives Polyset BOARD-MAX: Continuous 3-inch ribbons,12-inch o.c. ➢ ICP Adhesives Polyset CR-20: Continuous 2.5 to 3-inch wide ribbons,12-inch o.c. > Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. ➢ Millennium PG-1 Pump Grade Adhesive(M-PG1): Continuous 0.5 to 0.75-inch wide ribbons,12-inch o.c. ➢ OMG OlyBond 500 or OlyBond Green(0B500): Continuous 0.75-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot) D. Note: When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,boards shall be staggered from layer-to-layer. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted,all insulations are flat-stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure(MOP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table: ➢ Ashland Pliodeck(A-PD)@ 12-inch o.c. MDP -105.0 psf (Min.1.0-inch) > Ashland Pliodeck(A-PD)@ 6-inch o.c. MDP -277.5 psf (Min.1.0-inch) > Dow INSTA-STIK Quik Set Insulation Adhesive(D-I5): MDP -120.0 psf (Min.1.0-inch) ➢ ICP Adhesives Polyset CR-20: MDP -117.5 psf (Min.1.0-inch) > Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.1.0-inch) ➢ Millennium PG-1 Pump Grade Adhesive(M-PG1): MDP -157.5 psf (Min.1.0-inch) ➢ OMG OlyBond 500(0B500): MDP -45.0 psf (Min.0.5-inch Multi-Max FA3) > OMG OlyBond 500(08500): MDP -187.5 psf (Min.0.5-inch ISO 95+GL) > OMG OlyBond 500(08500): MDP -315.0 psf (Min.0.5-inch ENRGY 3) > OMG OlyBond 500(OB500): MDP -487.5 psf (Min.0.5-inch ACFoam II) NEMO ETC,LLC Evaluation Report 3520.03.04-R24 for FL2533-R23 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic•Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 2 of 67 NEMO I etc. 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1,FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 10. For assemblies with all components fully bonded in place,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted. 11. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system(for recover)shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing in accordance with ANSI/SPRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Concrete Deck or Recover Applications using System Type D,the insulation is optional. 14. Lightweight Insulating Concrete(LWC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced,refer to current LWC Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWC over structural concrete,reference is made to FBC Section 1917.4.1,Point 1. For"pre-existent"LWC references,listings were established through testing over lightweight concrete cast using only foaming agent(ASTM C896),water and Portland cement(ASTM C150),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO(FBC CER1592). Unless otherwise noted,use of these listings in new construction or re-roof(tear-off)applications is at the discretion of the Designer of Record and Authority Having Jurisdiction. 15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. CERTAINTEED FUNTLASTIC•MODIFIED BITUMEN COMPONENTS&APPUCATION METHODS REFERENCE LAYER MATERIAL APPLICATION BP-AA Base Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 Hot asphalt at 20-40 lbs/square (Base and Ply sheets,Asphalt-Applied) Ply One or more Flintglas Ply 4;Flintglas Premium Ply 6 BP-AA2 Base Yosemite Venting Base Hot asphalt in 24-inch diameter spots in (Base,Spot-Asphalt-Applied) 30-inch grid pattern BP-AA3 Base Yosemite Venting Base Hot asphalt in 9-inch diameter spots in grid (Base,Spot-Asphalt-Applied) pattern noted herein. BP-AA4 Base Yosemite Venting Base Hot asphalt in 9-inch wide ribbons spaced (Base,Strip-Asphalt-Applied) as noted herein. BP-CA2 Base/Ply Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 Henry#903 Adhesive at 1.5 gal/square BP-CA3 Base/Ply Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 Millennium Hurricane Force Membrane Adhesive,beads spaced 6-inch o.c. Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base SBS-AA Ply One or more Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base Hot asphalt at 20-40 lbs/square )SBS,Asphalt-Applied) Cap Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Cap;Flintlastic FR-P;Flintlastic FR-P CoolStar;Flintlastic Premium FR-P;Flintlastic Premium FR-P CoolStar;Flintlastic GMS;Flintlastic GMS CoolStar NEMO ETC,LLC Evaluation Report 3520.03.04-R24 for FL2533-R23 Certificate of Authorization#32455 6r"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic•Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 3 of 67 NEMO I etc. CERTAINTEED FUNTLASTIC•MODIFIED BITUMEN COMPONENTS&APPUCATION METHODS(CONTINUED) REFERENCE LAYER MATERIAL APPLICATION Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base Note: Base ply cures overnight prior to application of the ply or cap ply. FlintBond Brush or Karnak No.81 Cold SBS-CA1 Ply Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base Process Modified Bitumen Adhesive Brush (58S,Cold-Applied) Cap Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Cap;Flintlastic FR-P;Flintlastic FR-P Grade at 1 gal/square CoolStar;Flintlastic Premium FR-P;Flintlastic Premium FR-P CoolStar;Flintlastic GMS;Flintlastic GMS CoolStar Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base SBS-CA2 Ply Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base Henry#903 Adhesive at 1.5 gal/square. (SBS,Cold-Applied) Cap Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Cap;Flintlastic FR-P;Flintlastic FR-P CoolStar;Flintlastic Premium FR-P;Flintlastic Premium FR-P CoolStar;Flintlastic GMS;Flintlastic GMS CoolStar Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base SBS-CA3 Ply Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base Millennium Hurricane Force Membrane (585,Cold-Applied) Cap Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Cap;Flintlastic FR-P;Flintlastic FR-P Adhesive,beads spaced 6-inch o.c. CoolStar;Flintlastic Premium FR-P;Flintlastic Premium FR-P CoolStar;Flintlastic GMS;Flintlastic GMS CoolStar Base Flintlastic Ultra Poly SMS Base;Flintlastic Base 20 T SBS-TA Ply One or more Flintlastic Ultra Poly SMS Base;Flintlastic Base 20 T Torch-Applied (585,Torch-Applied) Cap Flintlastic FR Cap 30 T;Flintlastic FR Cap 30 T CoolStar;Flintlastic GTS-FR;Flintlastic GTS-FR CoolStar Base One or more Flintlastic APP Base T;Flintlastic STA;Flintlastic STA Plus APP TA Cap Flintlastic STA;Flintlastic STA Plus;Flintlastic GTA;Flintlastic GTA CoolStar;Flintlastic GTA-FR;Flintlastic GTA-FR (APP,Torch-Applied) CoolStar SBS-SA-H Base/Ply Black Diamond Base Sheet;Flintlastic Ultra Glass SA Self Adhering (SBS,Self-Adhering,Hybrid Systems) • Base Flintlastic SA PlyBase;Flintlastic SA Mid Ply SBS-SA Ply Flintlastic SA PlyBase;Flintlastic SA Mid Ply Self-Adhering (SBS,Self-Adhering) - Cap Flintlastic SA Cap;Flintlastic SA Cap FR CoolStar;Flintlastic SA Cap FR;Flintlastic SA Cap FR CoolStar 16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following MDP limitations. The lesser of the MDP listings below vs.those in Table 3A applies: VAPOR BARRIER OPTIONS;STRUCTURAL CONCRETE DECK;ADHERED INSULATION PER TABLE 3A; (The lesser of the MDP listings below vs.those in Table 3A applies) OPTION PRIMER TYPE VAPOR BARRIER ATTACH INSULATION ADHESIVE MDP(PSF) VB-1. FlintPrime Flintlastic SA PlyBase Self-adhering OB500,12-inch o.c. -82.5 VB-2. FlintPrime Flintlastic GTA Torch-applied M-OSFA or M-PG1,12-inch o.c. -420.0 VB-3. FlintPrime Flintlastic Base 20 T,Flintlastic FR Cap 30 T or Flintlastic GTS Torch-applied M-OSFA or M-PG1,12-inch o.c. -495.0 17. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads. NEMO ETC,LLC Evaluation Report 3520.03.04-R24 for FL2533-R23 Certificate of Authorization#32455 6tH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic'Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 4 of 67 ( )NEMoIetc. TABLE 1A: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION,BONDED ROOF COVER Sys. Deck Base Insulation Top Insulation Roof Cover(Note 15) MDP No. (Note 1) Type Attach Type Attach Base Ply Cap (psf) SELF-ADHERING SYSTEMS: Min.1.5 inch FlintBoard (Optional)Additional layer(s)of base insulation Min.15/32-inch APA rated CDX M-OSFA and/or min.0.25-inch DensDeck Prime or M-OSFA W-1 ISO,ACFoam II,FlintBoard SBS-SA (Optional)SBS-SA SBS-SA -60.0 plywood at max.24-inch spans ISO H,H-Shield or M-PG1 SECUROCK Gypsum-Fiber Roof Board. Top surface or M-PG1 shall be primed with FlintPrime or FlintPrime SA. (Optional)Additional layer(s)of base insulation Min.15/32-inch APA rated CDX Min.1.5-inch FlintBoard M-OSFA M-OSFA W-2 plywood at max.24-inch spans; ISO,ACFoam II,FlintBoard or M-PG1, and/or min.0.25 inch DensDeck Prime or or M-PG1, SBS-SA (Optional)SBS-SA SBS-SA -97.5 SECUROCK Gypsum-Fiber Roof Board. Top surface blocked 48-inch o.c. ISO H,H-Shield 6-inch o.c. 6-inch o.c. shall be primed with FlintPrime or FlintPrime SA. HYBRID SYSTEMS: Min.1.5-inch FlintBoard (Optional)Additional layer(s)of base insulation (Optional)BP-AA, SBS-AA, Min.15/32-inch APA rated CDX M-OSFA M-OSFA W-3 ISO,ACFoam II,FlintBoard and/or min.0.25-inch DensDeck Prime or SBS-SA-H SBS-AA,SBS-TA or SBS-TA or -60.0 plywood at max.24-inch spans or M-PG1 ISO H,H-Shield or M-PG1 SECUROCK Gypsum-Fiber Roof Board. APP-TA APP-TA Min.15/32-inch APA rated CDX Min.1.5-inch FlintBoard M-OSFA (Optional)Additional layer(s)of base insulation M-OSFA (Optional)BP-AA, SBS-AA, W-4 plywood at max.24-inch spans; ISO,ACFoam II,FlintBoard or M-PG1, and/or min.0.25-inch DensDeck Prime or or M-PG1, SBS-SA-H SBS-AA,SBS-TA or SBS-TA or -97.5 blocked 48-inch o.c. ISO H,H-Shield 6-inch c.c. SECUROCK Gypsum-Fiber Roof Board. 6-inch o.c. APP-TA APP-TA CONVENTIONAL SYSTEMS: BP-AA, Min.1.5-inch FlintBoard Optional additional layers of base insulation, (Optional)BP-AA, SBS-AA, Min.15/32-inch APA rated CDX M-OSFA M-OSFA SBS-AA, W-5 ISO,ACFoam II,FlintBoard followed by min.0.25-inch DensDeck Prime or SBS AA,585 TA or SBS TA or -60.0 plywood at max.24-inch spans 150 H,H-Shield or M-PG1 SECUROCK Gypsum-Fiber Roof Board or M-PG1 SBS-TA or APP-TA APP-TA APP-TA Min.15/32-inch APA rated CDX Min.1.5-inch FlintBoard M-OSFA Optional additional layers of base insulation, M-OSFA BP AA' (Optional)BP-AA, SBS-AA, W-6 plywood at max.24-inch spans; ISO,ACFoam II,FlintBoard or M-PG1, followed by min.0.25-inch DensDeck Prime or or M-PG1, SBS-AA' SBS-AA,SBS-TA or SBS-TA or -97.5 blocked 48-inch o.c. ISO H,H-Shield 6-inch o.c. SECUROCK Gypsum-Fiber Roof Board. 6-inch o.c. SBS TA or APP-TA APP-TA APP-TA NEMO ETC,LLC Evaluation Report 3520.03.04-R24 for FL2533-R23 Certificate of Authorization#32455 6TM EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic•Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 5 of 67 9/13/2019 G- -pQi>c cel PtoFr laihil iiflhbde Online FLOBIOA OCPARTMVM OF Business & Professional Regulation I . ^".g Ddrk O..,c C.n4 .4Uh;AC7 OSP* BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us SCIS Site Map Links Search d 5pr Prouct Approval dOFFICE COPY Product Approval Menu>Product or Application Search>Application List ►OFFICE OF THE SECRETARY Search Criteria Refine Search Code Version 2017 FL# 10450 Application Type h ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications_ FL# Type Manufacturer Validated By Status FL10450-R10 I Revision Tarco Roofing John W. Knezevich, PE Approved History Category:Roofing i(954) 772 6224 Subcategory:Underlayments 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.cggyrioht 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product ApprovalovwAccepts: rsE CC ffi '.-'.. E Credit Card Safe tit'1'tiritl.N1 Ilil('i https://floridabuilding.org/pr/pr_app_Ist.aspx 1/1 NEMO I etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION REPORT Tarco Roofing Evaluation Report 10880.07.08-R10 One Information Way,Suite 225 FL10450-R10 Little Rock,AR 72202 Date of Issuance:07/11/2008 (254) 913-7750 Revision 10:08/13/2018 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E.for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Tarco Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. NEMO ETC, LLC requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT:The Evaluation Report number preceded by the words"NEMO ETC, LLC Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 10. Prepared by: Robert J.M. Nieminen, P.E. The facsimile seal appearing was authorized by Robert Florida Registration No.59166,Florida DCA ANE1983 � " Nieminen,P.E.on 08/13/2018. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC, LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC, LC nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. $i NEMoIetc. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Tarco Roof Underlayments,as produced by Tarco Roofing, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Uplift FM 4474 2011 1507.1.1,11507.1.1 Physical Properties ASTM D226 2009 1507.1.1,T1507.1.1 Physical Properties ASTM D4869 2016 1507.1.1,11507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.2.9.2 Physical Properties ASTM D3909 2012 1507.2.9.2,FRSA/TRI April 2012 Physical Properties ASTM D6380 2013 1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012 FRSA/TRI April 2012 Physical Properties ASTM D6164 2011 TAS 110 Accelerated Weathering ASTM D4798 2011 3. REFERENCES: Entity Examination Reference Date ERD(TST6049) FRSA/TRI April 2012(04-12) 133190.08.10 08/06/2010 ERD(TST6049) ASTM D1970 132530.08.10 08/17/2010 ERD(TST6049) FM 4474 137610.07.11 06/29/2011 ERD(TST6049) ASTM D3909 T40780.04.12 04/06/2012 ERD(TST6049) ASTM D6380 T40790.04.12 04/06/2012 ERD(TST6049) ASTM D6164 T35410.04.12 04/18/2012 ERD(TST6049) ASTM D1970 T45250.04.13-R2 04/23/2013 ERD(TST6049) FRSA/TRI April 2012(04-12) 743930.09.13-R2 09/11/2013 ERD(TST6049) ASTM D226&D4869 SC4950.02.14-R2 06/25/2014 ERD(TST6049) ASTM D1970 TAR-SC9480.15 07/02/2015 ERD(TST6049) FM 4474 TAR-SC8020.14 12/03/2015 ERD(TST6049) FM 4474 TAR-SC5670.03.16 03/21/2016 ERD(TST6049) FM 4474 T6460.06.07-R2 05/26/2017 ERD(TST6049) ASTM D226 TAR-SC13965.02.17-R1 05/17/2017 ERD(TST6049) FBC 1507.1.1(Exception) TAR-SC16115.17 10/02/2017 ERD(TST6049) FRSA/TRI April 2012(04-12) TAR-SC16115.17 10/02/2017 PRI(TST5878) ASTM D1970 BRY-018-02-01 08/11/2003 PRI(TST5878) ASTM D1970 BRY-017-02-01 08/11/2003 PRI(TST5878) ASTM D226 TOT-014-02-02 05/18/2004 PRI(TST5878) ASTM D226 TOT-015-02-02 05/24/2004 PRI(TST5878) ASTM D4869 TOT-009-02-01 09/14/2004 PRI(TST5878) ASTM D4869 TOT-009-02-02 09/14/2004 PRI(TST5878) ASTM D226 TOT-041-02-01 05/24/2006 Miami-Dade(CER1592) FBC HVHZ Certification 16-1116.09 01/12/2017 NEMO(TST6049) FRSA/TRI April 2012(04-12) TAR-SC8020.06.18 06/05/2018 NEMO(TST6049) Tensile adhesion 4S-TAR-18-002.07.18-1 07/20/2018 NEMO(TST6049) FRSA/TRI April 2012(04-12) 4S-TAR-18-002.07.18-2 07/20/2018 Tarco Roofing Adhesive compound Affidavit 12/15/2015 UL,LLC.(QUA9625) Quality Assurance Service Confirmation(INDIA) 11/22/2016 UL,LLC.(QUA9625) Quality Assurance Service Confirmation(PA) 06/28/2017 UL,LLC.(QUA9625) Quality Assurance Service Confirmation(TX) 08/13/2018 NEMO ETC,LLC Evaluation Report 10880.07.08-R10 Certificate of Authorization#32455 61H EDITION(2017)FBC NON-HVHZ EVALUATION FL10450-R10 Tarco Roof Underlayments;(254)913-7750 Revision 10:08/13/18 Page 2 of 10 NEMO I etc. 4. PRODUCT DESCRIPTION: 4.1 Self-Adhering Underlayments: LeakBarrier° MS300 Ice and Water Armor is a self-adhering,glass mat reinforced, mineral surfaced, SBS modified roof underlayment; meets ASTM D1970. LeakBarrier' P5200HT Ice and Water Armor is a self-adhering, glass mat reinforced, fabric surfaced, SBS modified roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012(04-12). LeakBarrier'P5200Mu Ice and Water Armor is a self-adhering,glass mat reinforced,smooth poly film surfaced,SBS modified roof underlayment; meets ASTM D1970. LeakBarrier' NR600 Ultra Ice and Water Armor is a self-adhering, polyester-fabric surfaced, SBS modified roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012 (04-12). LeakBarrier' 55400 Ice and Water Armor is a self-adhering, fiberglass reinforced, smooth surfaced modified underlayment; meets ASTM D1970. 4.2 Mechanically Fastened Underlayments: Tarco 15 is an asphalt-saturated organic felt; meets ASTM D226,Type I. Tarco 30 is an asphalt-saturated organic felt; meets ASTM D226,Type II. Tarco NO 30 is an asphalt-saturated organic felt; meets ASTM D4869,Type II. LeakBarrier' EasyLay' is an asphalt-coated polyester fabric roof underlayment; meets physical requirements of ASTM D226,Types I and II. 4.3 Mechanically Fastened and/or Bonded Underlayments: Fiberglass Mineral Surfaced Roll Roofing is a glass-fiber-reinforced, asphalt-coated, granule surfaced underlayment used as a valley liner; meets ASTM D3909. ASTM Organic Mineral Surface Tile Underlayment is an asphalt-saturated organic roll roofing sheet; meets ASTM D6380, Class M. LeakBarrier' EasyMop'"' SBS is a polyester reinforced, SBS modified bitumen roofing underlayment; meets FRSA/TRI April 2012 (04-12). 4.4 Mechanically Fastened Base Sheets: LeakBarrier EasyLay'UDL 15 consists of a woven-polymeric scrim with a textured fabric on the top surface;meets FBC 1507.1.1 (Exception). Within this Evaluation Report, it is used as a base sheet in multi-ply underlayment systems. See FBC File No. FL16884 use as a stand-alone roof underlayment. LeakBarrier' EasyLay' UDL Basic consists of a woven-polymeric scrim with a textured fabric on the top surface; meets FBC 1507.1.1(Exception). Within this Evaluation Report,it is used as a base sheet in multi-ply underlayment systems. See FBC File No. FL16884 use as a stand-alone roof underlayment. LeakBarrier'EasyLay'UDL 50 consists of a woven-polymeric scrim with a non-woven fabric on the top surface and a rubberized polymeric coating on the back surface;meets FBC 1507.1.1(Exception). Within this Evaluation Report, it is used as a base sheet in multi-ply underlayment systems. See FBC File No. FL16884 use as a stand-alone roof underlayment. NEMO ETC,LLC Evaluation Report 10880.07.08-R10 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10450-R10 Tarco Roof Underlayments;(254)913-7750 Revision 10:08/13/18 Page 3 of 10 $NEMoIetc. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Tarco Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Asphalt Wood Shakes Underlayment Shingles Nail-On Tile Foam-On Tile Metal &Shingles Slate LeakBarrier MS300 Yes No No No Yes Yes LeakBarrier PS200HT Yes Yes Yes Yes Yes Yes See 5.5.2 (No copper or zinc) LeakBarrier PS200Mu Yes No No Yes Yes Yes (No copper or zinc) LeakBarrier NR600 Ultra Yes Yes Yes Yes Yes Yes See 5.5.2 (No copper or zinc) LeakBarrier SS400 Yes No No No Yes Yes Yes Yes LeakBarrier EasyLay Yes (as base sheet in (as base sheet in No Yes Yes multi-ply system) multi-ply system) LeakBarrier EasyLay Yes Yes Yes Yes Yes Yes UDL 15,UDL Basic or (as base sheet in (as base sheet in UDL 50 (See FL16884) multi-ply system) multi-ply system) (See FL16884) (See FL16884) (See FL16884) Tarco 15 Yes No No Yes Yes No Yes Yes Tarco 30 Yes (as base sheet in (as base sheet in Yes Yes Yes multi-ply system) multi-ply system) Tarco NO 30 Yes No No Yes Yes Yes Fiberglass Mineral Yes Surfaced Roll Roofing Valley Liner per No No No No No 1507.2.9.2(2) ASTM Organic Mineral Surface Tile No Yes Yes No No No See 5.5.2 Underlayment LeakBarrier EasyMop Yes No Yes No No No 585 See 5.5.2 5.5.1 Tarco 15, Tarco 30, Tarco NO 30 and EasyLay may be used as a mechanically attached base layer followed by a LeakBarrier self-adhering top layer or asphalt-applied ASTM Organic Mineral Surface Tile Underlayment or LeakBarrier EasyMop SBS with allowable roof covers noted above for the respective top layer underlayments. NEMO ETC,LLC Evaluation Report 10880.07.08-R10 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F110450-R10 Tarco Roof Underlayments;(254)913-7750 Revision 10:08/13/18 Page 4 of 10 NEMO I etc. 5.5.2 "Foam-On Tile" is limited to use of following Approved tile adhesives/underlayment combinations. TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS" Florida Product Adhesive Approval Underlayments Dow TILE BOND Roof Tile Adhesive FL22525 LeakBarrier PS200HT ICP Adhesives Polyset®AH 160 FL6332 LeakBarrier PS200HT, LeakBarrier NR600 Ultra,ASTM Organic Mineral Surface Tile Underlayment or LeakBarrier EasyMop SBS ICP Adhesives Polyset®RTA-1 FL6276 LeakBarrier PS200HT 5.6 Allowable Substrates: 5.6.1 Direct-bond to deck: LeakBarrier MS300, LeakBarrier PS200HT, LeakBarrier PS200', LeakBarrier NR600 Ultra or LeakBarrier SS400 self- adhered to: New untreated plywood (unprimed or primed with ASTM D41 primer); • Existing plywood (unprimed or primed with ASTM D41 primer); ➢ New or existing OSB(unprimed or primed with ASTM D41 primer); > Structural concrete (unprimed or primed with ASTM D41 primer). Note: Tarco does not require priming of new or existing plywood or OSB sheathing. New or existing sheathing should be cleaned of all dirt and debris prior to application of LeakBarrier membranes. ASTM Organic Mineral Surface Tile Underlayment or LeakBarrier EasyMop SBS in hot asphalt to: > ASTM D41 primed structural concrete. Note:Refer to Section 5.6.4 for uplift limitations associated with direct-deck underlayment installations where the overlying roof cover is foam-on tile roofing. 5.6.2 Bond to Mechanically Attached Base Sheet: LeakBarrier MS300, LeakBarrier PS200HT, LeakBarrier PS200MU, LeakBarrier NR600 Ultra or LeakBarrier SS400 self- adhered to: ➢ ASTM D226,Type I or II felt; ➢ ASTM D4869 felt; ➢ LeakBarrier EasyLay, LeakBarrier EasyLay UDL 15, LeakBarrier EasyLay UDL Basic or LeakBarrier EasyLay UDL 50. ASTM Organic Mineral Surface Tile Underlayment or LeakBarrier EasyMop SBS in hot asphalt to: ' ASTM D226,Type I or II felt; • ASTM D4601,Type II base sheet. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-12),Appendix A,Table 1,or as listed in Section 5.6.4 herein,or as tested in accordance with FBC 1504.3.1. 5.6.3 Bond to Other Substrate Types: LeakBarrier MS300, LeakBarrier PS200HT, LeakBarrier PS200", LeakBarrier NR600 Ultra or LeakBarrier SS400 self- adhered to ASTM D41 primed metal (flashing metal,valley metal,etc.). 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,LLC Evaluation Report 10880.07.08-R10 Certificate of Authorization#32455 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL10450-R10 Tarco Roof Underlayments;(254)913-7750 Revision 10:08/13/18 Page 5 of 10 CI!) NEMO I etc. 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where the underlayment forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure=-75.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction Primer: (Optional)ASTM D41 Base Ply: (Optional)LeakBarrier PS200Mu,self-adhered. Underlayment: LeakBarrier PS200"T,self-adhered. #2 Maximum Design Pressure=-120.0 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction Primer: (Optional)ASTM D41 Joint Treatment: Plywood joints are covered with 4-inch wide strips of LeakBarrier P5200Mu or LeakBarrier EasyBase, rolled into place to create continuous bond Base Ply: (Optional)LeakBarrier PS200Mu,self-adhered Underlayment: LeakBarrier PS200"T,self-adhered. #3 Maximum Design Pressure=-217.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)ASTM D41 Base Ply: (Optional)LeakBarrier P5200Mu,self-adhered Underlayment: LeakBarrier PS200"T,self-adhered. #4 Maximum Design Pressure=-45.0 psf*: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: LeakBarrier EasyLay UDL 15, LeakBarrier EasyLay UDL Basic or LeakBarrier EasyLay UDL 50(48"wide rolls); See FBC FL16884. Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails and 1-5/8-inch diameter tin caps Spacing: 6"o.c.at the 4-inch wide side laps and 8"o.c.at three(3)equally spaced,staggered center rows. Base Ply: (Optional)LeakBarrier P5200Mu,self-adhered Underlayment: LeakBarrier PS200"T,self-adhered. #5 Maximum Design Pressure=-45.0 psf*: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: LeakBarrier EasyLay UDL 15, LeakBarrier EasyLay UDL Basic or LeakBarrier EasyLay UDL 50(48"wide rolls); See FBC FL16884. Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails and 1-5/8-inch diameter tin caps Spacing: 6"o.c.at the 4-inch wide side laps and 8"o.c.at three(3)equally spaced,staggered center rows. Primer: ASTM 041 primer at tin-caps. Base Ply: (Optional)LeakBarrier P5200Mu,self-adhered Underlayment: LeakBarrier N R600 Ultra,self-adhered. #6 Maximum Design Pressure=-60.0 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: LeakBarrier EasyLay Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails and 1-5/8-inch diameter tin caps Spacing: 7"o.c.at the 4-inch wide side laps and 7"o.c.at three(3)equally spaced,staggered center rows. Base Ply: (Optional)LeakBarrier PS200Mu,self-adhered Underlayment: LeakBarrier PS200"T,self-adhered. NEMO ETC,LLC Evaluation Report 10880.07.08-R10 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F110450-R10 Tarco Roof Underlayments;(254)913-7750 Revision 10:08/13/18 Page 6 of 10 $ NEMoIetc. #7 Maximum Design Pressure=-60.0 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: LeakBarrier EasyLay UDL 15, LeakBarrier EasyLay UDL Basic or LeakBarrier EasyLay UDL 50(48"wide rolls); See FBC FL16884. Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails and 1-5/8-inch diameter tin caps Spacing: 6"o.c.at the 4-inch wide side laps and 6"o.c.at four(4)equally spaced,staggered center rows. Base Ply: (Optional)LeakBarrier PS200Mu,self-adhered Underlayment: LeakBarrier P5200"T,self-adhered. #8 Maximum Design Pressure=-60.0 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: LeakBarrier Easylay UDL 15, LeakBarrier EasyLay UDL Basic or LeakBarrier EasyLay UDL 50(48"wide rolls); See FBC FL16884. Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails and 1-5/8-inch diameter tin caps Spacing: 6"o.c.at the 4-inch wide side laps and 6"o.c.at four(4)equally spaced,staggered center rows. Primer: ASTM D41 primer at tin-caps. Base Ply: (Optional)LeakBarrier PS200""',self-adhered Underlayment: LeakBarrier NR600 Ultra,self-adhered and back nailed using 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails and 1-5/8-inch diameter tin caps spaced 12"o.c.within the self-adhering side laps. #9 Maximum Design Pressure=-82.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: LeakBarrier EasyLay Fasteners: Simplex MAXX Cap Fasteners Spacing: 8"o.c.at the 4-inch wide side laps and 8"o.c.at four(4)equally spaced,staggered center rows. Base Ply: (Optional)LeakBarrier PS200Mu,self-adhered Underlayment: LeakBarrier PS200"T,self-adhered. #10 Maximum Design Pressure=-120.0 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: LeakBarrier EasyLay Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails and 1-5/8-inch diameter tin caps Spacing: 4"o.c.at the 4-inch wide side laps and 4"o.c.at four(4)equally spaced,staggered center rows. Base Ply: (Optional)LeakBarrier PS200Mu,self-adhered Underlayment: LeakBarrier PS200"T,self-adhered. 5.6.4.1 All other direct-deck,adhered Tarco underlayment systems beneath foam-on tile systems carry a Maximum Design Pressure of-45 psf. 5.6.4.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case,Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016)for Zone 2/3 enhancements. NEMO ETC,LLC Evaluation Report 10880.07.08-R10 Certificate of Authorization+132455 6n'EDITION(2017)FBC NON-HVHZ EVALUATION FL10450-R10 Tarco Roof Underlayments;(254)913-7750 Revision 10:08/13/18 Page 7 of 10 ( NEMoIetc. 5.7 Exposure Limitations: LeakBarrier NR600 Ultra, LeakBarrier EasyLay,ASTM Organic Mineral Surface Tile Underlayment and LeakBarrier EasyMop SBS shall not be left exposed for longer than 180-days after installation. LeakBarrier PS200"T shall not be left exposed for longer than 120-days after installation. LeakBarrier MS300, PS200"or SS400 shall not be left exposed for longer than 30-days after installation. Tarco 15,Tarco 30 and Tarco NO 30 shall be covered as soon as possible after installation;exposure for more than 24 hours after installation could adversely affect performance. 5.8 Tile Slippage Limitations(FRSA/TRI April 2012(04-12)): When loading roof tiles on the underlayment in direct-deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope LeakBarrier P5200HT Flat 10-tile stack or 6-tile stack(4 over 2) 6:12 Lugged 6-tile stack(4 over 2) 6:12 LeakBarrier NR600 Flat or Lugged 6-tile stack(4 over 2) 6:12 Ultra LeakBarrier EasyMop Flat 6-tile stack(4 over 2) 5:12 SBS Lugged 6-tile stack(4 over 2) 6:12 6. INSTALLATION: 6.1 Tarco Roof Underlayments shall be installed in accordance with Tarco Roofing published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 LeakBarrier®MS300,P5200"T,PS200Mu,NR600 Ultra or 55400 Ice and Water Armor: 6.3.1 Non-Tile Applications: Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed and Tarco Roofing published requirements. 6.3.2 Tile Applications(LeakBarrier PS200"T and LeakBarrier NR600 Ultra only): Shall be installed in compliance with the requirements for Self-Adhered Membrane set forth in FRSA/TRI April 2012 (04-12)and Tarco Roofing published requirements. For mechanically fastened tile roofing over 2-ply system, consisting of Base Sheet and self-adhering top sheet(s), Base Sheet fastening shall be not less than FRSA/TRI April 2012(04-12),Table 1. For adhesive-set tile applications, refer to Section 5.6.4 herein. Refer to Section 5.8 for tile staging limitations. If tiles are to be left in a staged condition for more than 30 days, Tarco Roofing requires tiles be staged two tiles perpendicular to slope,four tiles on top,parallel to slope,regardless of the allowance in Section 5.8. 6.3.3 Multi-Ply Underlayment Systems: LeakBarrier®SS400 Ice and Water Armor followed by LeakBarrier®SS400 Ice and Water Armor(direct-to-deck per 5.6.1 or over mechanically attached base sheet per 5.6.2)is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top-layer material. This is not a requirement, but is allowable if a multi-ply underlayment system is desired. NEMO ETC,LLC Evaluation Report 10880.07.08-R10 Certificate of Authorization 1132455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F110450-R10 Tarco Roof Underlayments;(254)913-7750 Revision 10:08/13/18 Page 8 of 10 ©NEMoIetc. 6.4 Tarco 15 and 30: 6.4.1 Non-Tile Applications: Shall be installed in compliance with the codified requirements for ASTM D226, Type I (Tarco 15) or ASTM D226 Type II (Tarco 30) underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed and Tarco Roofing published requirements. 6.4.2 Tile Applications (Tarco 30 only): Tarco 30 is limited to use as a mechanically attached base sheet in the"Two Ply System" from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 herein,coupled with FRSA/TRI April 2012(04-12)and Tarco Roofing published requirements. 6.5 Tarco NO 30: 6.5.1 Shall be installed in compliance with the codified requirements for ASTM D4869,Type II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed and Tarco Roofing published requirements. 6.6 LeakBarrier EasyLay: 6.6.1 Non-Tile Applications: Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed and Tarco Roofing published requirements. 6.6.2 Tile Applications, base layer in multi-ply system: LeakBarrier EasyLay is limited to use as a mechanically attached base sheet in the"Two Ply System"from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with FRSA/TRI April 2012 (04- 12)and Tarco Roofing published requirements. 6.7 ASTM Organic Mineral Surface Tile Underlayment and LeakBarrier" EasyMop SBS: 6.7.1 Tile Applications: 6.7.1 ASTM Organic Mineral Surface Tile Underlayment and LeakBarriern"EasyMop SBS are limited to use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System"from FRSA/TRI April 2012 (04- 12)beneath mechanically fastened tile roof systems or the Hot Asphalt applied"Cap Sheet"in the"Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Reference is made to Table 1 and Section 5.6.4 herein, coupled with FRSA/TRI April 2012 (04-12) and Tarco Roofing published requirements. 6.8 Tile Staging: 6.8.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein, and Tarco Roofing published requirements for tile staging. 6.8.2 Battens and/or Counter-battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed,such as the use of battens or nail- boards,to prevent tile sliding and/or damage to the underlayment during the loading process. 6.8.3 Tarco Roofing specifies the minimum cure time after installation of self-adhering membranes and before loading of roofing tiles is forty-eight(48) hours. NEMO ETC,LLC Evaluation Report 10880.07.08-R10 Certificate of Authorization#32455 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL10450-R10 Tarco Roof Underlayments;(254)913-7750 Revision 10:08/13/18 Page 9 of 10 *NEMO I etc. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. PLANT SPECIFICATION PRODUCT(S) ASTM D226 LeakBarrier EasyLay,Tarco 15,Tarco 30 ASTM D4869 Tarco NO 30 ASTM D3909 Fiberglass Mineral Surfaced Roll Roofing Greencastle, ASTM D6380 ASTM Organic Mineral Surface Tile Underlayment PA ASTM D1970 LeakBarrier MS300 Ice and Water Armor, LeakBarrier'P5200^^u Ice and Water Armor,LeakBarrier.SS400 Ice and Water Armor ASTM D1970&FRSA/TRI 04-2012 LeakBarrier PS200HT Ice and Water Armor FRSA/TRI 04-2012 LeakBarrier EasyMop""585 ASTM D226 LeakBarrier EasyLay,Tarco 15,Tarco 30 ASTM D4869 Tarco NO 30 Belton,TX ASTM D1970 LeakBarrier MS300 Ice and Water Armor, LeakBarrier PS200Mu Ice and Water Armor,LeakBarrier'SS400 Ice and Water Armor ASTM D1970&FRSA/TRI 04-2012 LeakBarrier P5200"1"Ice and Water Armor Gujarat,India FBC 1507.1.1(Exception) LeakBarrier EasyLay"UDL 15,LeakBarrier EasyLay UDL Basic, LeakBarrier EasyLay UDL 50 9. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625;(414)248-6409; Karen.buchmann@ul.com UL LLC—QUA9625; (631)546-2458; Kanchi.Agrawala-Dokania@ul.com -END OF EVALUATION REPORT- NEMO ETC,LLC Evaluation Report 10880.07.08-R10 Certificate of Authorization#32455 6^'EDITION(2017)FBC NON-HVHZ EVALUATION FL10450-R10 Tarco Roof Underlayments;(254)913-7750 Revision 10:08/13/18 Page 10 of 10 NEMO I etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY January 1, 2018 RE: Certification of Independence, Florida F.A.C. Rule 61G20-3 To Whom It May Concern: This letter serves to document the following in accordance with Florida F.A.C. Rule 61G20-3: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. Building Code Evaluations issued by NEMO I etc. and Robert Nieminen, P.E. are not, in any way,to be construed to mean or imply that NEMO I etc. or Robert Nieminen, P.E. are the Designer of Record for any project on which the Evaluation Report is/was used for permitting or design guidance unless retained specifically for that purpose on a given project. Please contact our office with any questions. Robert Nieminen, P.E. President Florida Reg. No. 59166 Email:robertn@nemoetc.com NEMO ETC, LLC • " CT: 353 Christian Street, Unit 13 Oxford, CT 06478 P: (203) 262-9245 F: (203) 262-9243 LAS MOrtOECOUNTr ACCREDTTErf '"'�� SC: 10 Mauney Court Columbia, SC 29201 P: (803) 988-8133 F: (803) 988-8111 „a