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Home My WebLink About23-6545City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 SITE-006545-2023 Issue Date: 07/07/2023 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. 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 permit required from other governmental entities such as water management, state agencies or federal agencies. 0 REI ---------- accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. 1A CONTRACTOR SIGNATURt PE IT OFFICE[) .!�:IERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER I 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting ) Owner's Name Owner Phone Number Owner's Address Owner Phone Number Fee Simple Titleholder Name54�a 4 OwnerPhon Number Fee Simple Titleholder Address Itao1 b JOB ADDRESS t 4 %+ l LOT # SUBDIVISION I PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) PROPOSED USE TYPE OF CONSTRUCTION � • i ni' New e CONSTR ADD/ALT [� SIGN [� DEMOLISH INSTALL 8 REPAIR SFR F-] COMM OTHER �T BLOCK FRAME = STEEL BUILDING SIZE I �I SO FOOTAGE = � HEIGHT BUILDING $ / __1 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E.C. =PLUMBING $ =MECHANICAL E®= VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY L^, OTHER FINISHED FLOOR ELEVATIONS IFLOOD ZONE AREA =YES NO BUILDER COMPANY C-1 " t u°' 1 SIGNATURE �" _ REGISTERED Y / N FEE Address License # ELECTRICIAN COMPANY SIGNATURE _ REGISTERED YIN FEE CURREN Lj± N Address License # PLUMBER COMPANY SIGNATURE REGISTERED Y / N FEE CURREN _Y / N Address I License # I I MECHANICAL [- COMPANY J SIGNATURE REGISTERED Y/ N FEE CURREN Y I N Address License # OTHER COMPANY SIGNATURE REGISTERED Y / NT FEE CURREN I Y /N— Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans, (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster, Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page, (1) set of Energy Forms. R-O-W Permit for new construction. Minimum tern (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. —'PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) - Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plat/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhilis Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they May be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-0T as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does riot involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the 'Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Weiland Areas and Environmentally Sensitive Lands, WaterAA/astewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Weiland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W" unless expressly permitted, If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall, If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the, permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. EARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMME EMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEN T OBTA FIN ING3, CONSULT X FLORIDA ID S I , 0 LORIDA JURAT (F.S. 117.03) A OWNER OR AGENT CONTRACTOR Nn Subscribed and sworn to (or affirmed) before me this Subscribed ands or a (or affirmed) before me this by _b Who is/are personally known to me or has/have produced Who is as identification. JAC�1t as identification. OGE,' orrimission # HH 328 2 C l57 Public Commission Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped Public i•E CHOICE ZEPHYRHILLS COSTSSITEWORK 4 • l O li CONSTRUCTION 7/7/23 Earthwork 67,662.00 Curbs $ 14,750.00 Paving and Base $ 75,600.00 Storm Sewer $ 73,100.00 Sanitary Sewer 9,600.00 Water 18,175.00 Total Sitework $ 258,887.00 tL city ep yrhills Uniform Notice '. o a Law -Yalta e Alarm System Pro'ect Owner'sfCustomerName � ( Addro§s City f r St Phone E-mail i /ContractorEwe ic.# P�Z h` Address } �B city a ji St EL zip hone 3tj j`��C^�� r i iatePmjectCo fete Scope of Work% t l ' t f Signature: t' Owner or tenant or contractor or authorized representative Notice is hereby given that a low -voltage alarm system project has been completed at the address specified above.l certify that all of the foregoing information is true and accurate, 10l1/13 section 553.793 pS City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 BNC-004070-2022 Phone: (813) 780-0020 Issue Date: 11/04/2022 Fax: (813) 780-0021 Permit Type: Building New (Commercial) 35 25 21 0130 00000 0010 7994 Gall Boulevard .. ... ...... .. . . . . ...... . tt Ott z z ZZ, �= wm�� 0' Name: AMPROP VENTURES ZEPHYRHILL Permit Type: Building New (Commercial) Contractor: KEATOR CONSTRUCTION LLC Class of Work: New Construction LLC A Address: 4201 W Cypress St Building Valuation: $500,000,00 Tampa, FL 33607 Electrical Valuation: $90,000,00 Phone: Mechanical Valuation: $28,000,00 Plumbing Valuation: $25,000.00 Total Valuation: $643,000.00 Total Fees: $36,228.45 Amount Paid: $36,228.45 Date Paid: 11/4/2022 9:28:47AM CONSTRUCT NEW TIRE RETAIL 5,000 SQ FT ................ Public Safety Impact Fee (Non -Res) - Admin $84.50 Electrical Permit Fee $490.00 Fire Plan Review Fee $150.00 Mechanical Permit Fee $180.00 Driveway Fee $45.00 Water Impact Fee $1,026.00 Transportation Impact Fee - City $265,45 Admin Fee / (Provider Service $45.00 Plumbing Permit Fee $165.00 Building Plan Review Fee $1,270.00 Impact Fee - Specialty Retail $26,545.00 Mechanical Plan Review Fee $90.00 Plumbing Plan Review Fee $82.50 Public Safety Impact Fee (Non -Res) - Police $815.00 Building Permit Fee $2,540.00 Wastewater Impact Fee $2,160.00 Electrical Plan Review Fee $245.00 Address Fee $30.00 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. 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 permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. PE IT OFFICEP I 813-780-0020 City of Zephyrhiils Permit Application . fax-a13»78G-oo29 s Building Department Date Resolved Phone Contact for Pe 6sttian a [easasamr Owner's Name Owner Phone Numbs' Owner's Address Owner Phone Number Fee Semple Titleholder Name �. Owner Phone Number Fee simple Titleholder Address JOB ADDRESS LOT# SUBDIVISION PARCEL ID# taaTAtNED Fao�k t"RaPEa15F `rAx etatiDEj WORKPROPOSED, El NEWCONSTR ADDIALT E= SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK t___.t FRAME STEEL DESCRIPTION OF WORK BOILDIN6 SIZE SQ FOOTAGE HEIGHT BUILDING ELECTRICAL PLUMBING MECHANICAL E=IGAS t____i ROOFING 0 VALUATION OF TOTAL CONSTRUCTION AMP SERVICE PROGRESS ENERGY 0 W.R.E.O, VALUATION OF MECHANICAL INSTALLATION SPECIALTY = OTHER e/f( FINISHED FLOOR ELEVATIONS a FLOOD ZONE AREA YES NO BUILDER COMPANY Ke�Y/ Construction LLC SIGNATURE REGISTEREn N _ FEEDURREN YIN Address 699 Maguire Rd Ocoee FL 347kt1 License# CSC 014319 ELECTRICIAN COMPANY ,SIGNATURE RE4 sTEnaa Y�_—-�sRr Address Cleanse# PLUMBER COMPANY SIGNATURE REWTERED YPN�,.EEURREN Address License# MECHANCCAi, COMPANY Weathermakers SIGNATURE REGISTERED YIN FEE CtRREN Y/ Address 6496 126th Ave N Largo FL _ License # CAC 0 77624 OTHER COMPANY SIGNATURE REGISTERED YIN Fat, CURREN Y I N Address License # [![![R[R€[[[giER[RR[[RRlRRJIiRM[[RRiSt[$b#R��RRRRRS�[#�R[YY[tRi RESIDENTIAL Attach (2) Plot Plans: (2) sets of Building Plans; (1) set of Energy Forms, R-O-W Permit for Rew constfuotkm, Minimum ten (10) working days alter submittal date. Required onsite, Constructon Plans, Stormwater Plans wt Slit Felice installed, Sanitary FacliRtea 81 dumpstar, Slty Wade Permit for subdlvialoneltarge projects COMMERCIAL Attach (2) complete sets of Building Plans plus a tire Safety Page; (t) set of Energy Forms, R-O-W Permit for new cansinaetion. Minimum tan (10) working days after submittal date. Required onalte, Construction Plans, Stomrwater Plans wit SIR Fence Installed, Sanitary Facilities & I dumpsler, Site Work PermR for all new projects. Ali commercial requirements must meet compliance SIGN PERMIT Attach (2) seta of Engineered Plane, ""PROPERTY SURVEY required for all NEW construction, Directions; Fill out application complajety. owner & Contractor sign back of application, notarized If over $2600, a Notice of Commencement is required. (AIC upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Retools If shingles sewers Service upgrades A/C Fences (Platlsurvey/Footago) Drtvoways•Not over Counter If on public roadways -needs ROW �zo Permit No. o Date Permitted _ -0_ Builder Name/Owner Name LieControl # County Parcel No. R � 2-1 L) Cs tiOOD, } Ob I D SubDiv: Address/Location G lr,a Classification/Type of Use mL,e-r6 i t' ,,eo- TRANSPORTATION IMPACT" FEE Rate: Sq, Ft Unit:® Exempt 0 Yes No How Determined Impact Fee Amount $�� e Zone No. TAZ: SCHOOL IMPACT FEE Account (056) Single -Family Detached House Amount $ (057) Mobile Home (058) Other Residential (123) Collection Fee Exempt =Yes = No How Determined_ Recreation Account Recreation Credit Recreation Total Zone Total Amount $� _— Exempt =Yes No How Determined LIBRARY FEE Land Account Land Credit Land Total Facility Account Facility Credit Facility Total Exempt Yes No How Determined Total Amount <- TESOURCE Prepared By � . )L-"Checked By PEWORMED UNTIL THE TOTAL AMOUNTS LISTED HAVE ACKNOWLEDGEMENT BELOW DOES NOT IMPLY ACCEPTANCE OF CONCURRENCE, BUT SIMPLY REECEIPT OF A COPY OF THIS FORM, PLACING THE BUILDING OWNER ON NOTICE OF THIS ASSESSMENT AND THE CONDITIONS OF PAYMENT FOR SAME. RECEIPT NO DATE BY 813-760-0020 City of Zephyrhilis Perin it Application `' - Fax-813-780-0021 s Building Department Date Received Phone Content for Permitting ) ��11 Owner's Name Owner Phone Number Owner's Address It� Owner Phone Number t r 1 Fee Simple Titleholder Name ( �: Owner Phone Number F ' Fee Simple Tillehotdor Address LOT# JOB ADDRESS SUBDiVfS'ION PARCEL iD# _ (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED, NEW CONSTR ADDIALT �] SIGN �] DEMOLISH e e INSTALL. REPAIR PROPOSED USE SFR E] COMM ��] OTHER _ TYPE OF CONSTRUCTION Q BLOCK Q FRAME STEEL DESCRIPTION OF WORK BUILDINGSIZE [::—= SQFOOTAGE= HEIGHT =BUILDING VALUATION OF TOTAL CONSTRUCTION '[:�JELECTRICAL ($ � AMP SERVICE PROGRESS ENERGY W,R.E.C. [_1PLUMBINO�� =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION GAS r__1 ROOFING E] SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONEAREA [YES NO BUILDER COMPANY Keator Construction LLC SIGNATURE FREGISTERED I YIN FEEOURREN I YIN Address 699 Maguire n �COee FL 34761 -� License # CGC 014319 �...__ _ LEOTRfOlAN COMPANY ! -SIGNATURE REGISTERED LL= FERCURREN Y N Address License Pf-UMRER COMPANY SIGNATURE REGMERED YIN FEECURREN YIN AddTass Llc:ame # ®� MECHANICAL. 7 COMPANY A eathermakerS SIGNATURE. C REGISTERED IN FEEOURREN YiN — ; Address 6496 126th Ave N i_ar o FL -- License# CAC Q67624 1 OTHER COMPANY SIGNATURE REGisYERED YiN FeEct1RRE}1 YIN License # F IiIIIiE11M111i11ll Kiting 1lElll1allall114*11NNkxXiXIIItRKtlR111111111111 911 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date, Required onslte, Construction Plans, Slomwm(or Pieria w/ Silt Fence installed, SanitAry Facilities & 1 dompster; Site Work Permit for subdivfslonsilargo projects COMMERCIAL Attach (2) complete sets of Hultding Plans plus a Ufa Safety Page; (1) sat of Energy Forms. R-O•W Permit fornew construction. Minimum Ion (10) working days after submittal date. Required onsite, Construction Plans, Slounwater Plans wl Silt Fence Installed, Sanitary Facilities & 1 dumpster, Site Work Permit for all now projects. All commercial raqutrements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor alga back of application, notarized If over $2500, a Notice of Commencement is required. (AiC upgrades over $7600) Agent (for the contractor) or Power of Attorney (for the owner) would he someone with noladzed letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Remofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW 3/1/2021 Florida Building Code Online CF'.,,iz`v�ti��'.it�"`ii�"�y"�i`:��1��``•35��4�1 t��`� I'r .��r`�»�ti,.��.E'z� �. ,4�i 6�z nn. et>�.+ ;,>;z�E .... a �. � n �`at 'k z, w��, ,ti �1� tC»Xwlits,?fe�.. t „aaa§Yr4. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search s� �Product db'"' Approval pr USER: Public User � product AQPL00%a) Menu > Product or Application Search > Agpllcation Lir, > Application Detail �� jt�rlti FL # FL14218-R11 Lid{ Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer YKK AP Americags Address/Phone/Email 1229 Hwy 441 Bypass Dublin, GA 31021 (678) 838-6044 heatherevans@ykkap.com .. Authorized Signature Hermes Noreror. fbc@buildingdrops.com•� Technical Representative Heather Evans 'r Address/Phone/Email 1229 Hwy 441 Bypass Dublin, GA 31021 (678) 838-6044 heatherevans@ykkap.Com Quality Assurance Representative Heather Evans Address/Phone/Email 1229 Hwy 441 Bypass Dublin, GA 31021 (678) 838-6044 heatherevans@ykkap.com Category Panel Walls Subcategory Storefronts Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2023 Validated By Zachary R. Priest, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL14218 R11 CQI COI YKK SS 2020-07-27.pd( Standard Year AAMA 501 2015 ASTM E1886 2013 ASTM E1996 2017 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquDEJErIOSCevIbDFkr5alMGkO4eVOhXJFHAFSBWAmeBA%3d%3d 1/4 3/1/2021 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 09/02/2020 Date Validated 09/27/2020 Date Pending FBC Approval 10/03/2020 Date Approved 12/15/2020 ;ummaIry- of Products - I— — - ---1 FL # Model, Number or Name 14218.1 I YHS 50 FI Aluminum Storefront System - Outside Glazed (HVHZ) (Missile Level E) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: This Approval is for Missile Level E Impact Resistance. See included drawings for design pressure tables. 14218.2 1 YHS 50 F1 Aluminum Storefront I System - Inside Glazed (HVHZ) (Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: This Approval is for Large and Small Missile Impact Resistance, Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. See included drawings for design pressure tables, 14218.3 YHS 50 FI Aluminum Storefront System - Inside Glazed (WZ3) (Impact) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: This Approval is for Large and Small Missile Impact Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. See included drawings for design pressure tables. 14218.4 YHS 50 FI Aluminum Storefront System - Outside Glazed (HVHZ) (Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: This Approval is for Large and Small Missile Impact Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. See included drawings for design pressure tables, 14218.5 1 YHS 50 '1 Aluminum Storefront i System - Outside Glazed (WZ3) I (Impact) Limits of Use Approved for use in HVHZ: No Description ---------- YHS 50 FI Aluminum Storefront System - Outside Glazed (HVHZ) (Missile Level E) Installation Instructions FL14218 R11 II YKK191 SS 2 20-nq-3' p�ijf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14218 R11 AE PER6 43 SS 2020-08-3' pdf FL14218 R11 AL YHS 50 FI, 50 FS_5() TU - Gasket Letter.pdf Created by Independent Third Party: Yes YHS 50 FI Aluminum Storefront System - Inside Glazed (HVHZ) (Impact) Installation Instructions PA-f Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports 1`1-14218 R11 AE PER6 39 SS 2020-08-28p�jf `1-14218 R11 AE _YHS 50 FI, 50 FS, 50 TU - Gasket Letter,pd Created by Independent Third Party: Yes YHS 50 F1 Aluminum Storefront System - Inside Glazed (WZ3) (Impact) Installation Instructions FL14218 R11 11 YKKIf5 SS 2020-08-31p2g!f Verified By: Hermes F. Norero, RE. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14218 R11 AE PER694p S5 2020-08-28RIf FL14218 RII AE YHS 50 FI, 50 F5,-,aO TU - Gasket Letter.p�af Created by Independent Third Party: Yes YHS 50 FI Aluminum Storefront System - Outside Glazed (HVHZ) (Impact) Installation Instructions FL14218 R11 It YKKI59 SS2 20-08-31pof Verified By: Hermes F. Norero, RE. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports P-Lf FL14218 R11 AE YHE_U_F!, 50 FS,_aQ-jU-L-Gasket Letter.pAf Created by Independent Third Party: Yes YHS 50 '1 Aluminum Storefront System - Outside Glazed (WZ3) (Impact) Installation Instructions FL1421$ R11 11 YKK164 SS 2 20-ng-)3 p_df https://www.floridabuilding.org/pr/pr�_app_dti,aspx?param=wGEVXQwtDquDEJErtOSCevibDFkr5aIMGkO4eVOhXJFHAFSBWAmeBA`/`3d%3d 2/4 3/1/2021 Florida Building Code Online Approved for use outside HVHZ.- Yes Impact Resistant: Yes Design Pressure: N/A Other: This Approval is for Large and Small Missile impact Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. See included drawings for design pressure tables. 14218.6 YHS 50 FS Aluminum Storefront System - Inside Glazed (HVHZ) (Impact) Limits of Use Approved for use in HVHZ. Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: This Approval is for Large and Small Missile Impact Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. See included drawings for design pressure tables. 14218.7 YHS 50 FS Aluminum Storefront System - Inside Glazed (WZ3) (Impact) Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: This Approval is for Large and Small Missile Impact Resistance, Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. See included drawings for design pressure tables. 14218.8 YHS 50 FS Aluminum Storefront System - Outside Glazed (HVHZ) (Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: This Approval is for Large and Small Missile Impact Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. See included drawings for design pressure tables, 14218.9 i YHS 50 FS Aluminum Storefront 1 System - Outside Glazed (WZ3) (Impact) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ-. Yes Impact Resistant., Yes Design Pressure: N/A Other: This Approval is for Large and Small Missile Impact Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. See included drawings for design pressure tables. 14218,10 YHS 50 TU Aluminum Storefront System - Inside Glazed (HVHZ) 1 (Impact) Limits of Use Approved for use in HVHZ; Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure. N/A Other. This Approval is for Large and Small Missile Impact Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. Use Azon Polyurethane for thermal brake material. See included drawings for design pressure tables. 14218JI 1 YHS 50 TU Aluminum Storefront System - Inside Glazed (WZ3) (Impact) Limits of Use Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports Of LL14218_EjL_aL _jjj�, 50 FS, 50 TU - Gasket Lgnpr.pIff Created by Independent Third Party: Yes YHS 50 FS Aluminum Storefront System - Inside Glazed (HVHZ) (Impact) Installation Instructions FL14218 R11 II YKK1S 202I.pd Verified By: Hermes R Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14218 R11 AE PER6946 SS 202I.Rff FL14218 R11 AE YHS 50 FI, 50 FS, 5Q-IU_-:Gasket L ter.p_df Created by Independent Third Party: Yes YHS 50 FS Aluminum Storefront System - Inside Glazed (WZ3) (Impact) Installation Instructions FL14218 R11 II YKK168 SS 2020-08-3tpdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14218 R11 AE PER6947 SS 2020 08 offf FL14218 R11 AE YHS 50 FI, 50 FS, aa_I_Q_-Gasket Le ter.pff Created by Independent Third Party: Yes YHS 50 FS Aluminum Storefront System - Outside Glazed (HVHZ) (Impact) Installation Instructions FL14218 Rll II YKK162 SS Of Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14218 R11 AE FL14218 - YHS 50 FI FS TU - PER (iEaslket).p ILI W.f Created by Independent Third Party: Yes YHS 50 FS Aluminum Storefront System - Outside Glazed (WZ3) (Impact) Installation Instructions FL14218 R11 II YKK167 SS 2020 O8 p2qf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14218 R11 AE FL14218 YHS SO FI FS TU - PER (-Qak)gipdf U-f Created by Independent Third Party: Yes YHS 50 TU Aluminum Storefront System - Inside Glazed (HVHZ) (Impact) Installation Instructions PAf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports P-fff FL14218 R11 AE YHS 50 FI, 50 FS, 50 TU - Gasket Lgnr.pdf Created by Independent Third Party: Yes YHS 50 TU Aluminum Storefront System - Inside Glazed (WZ3) (Impact) Installation Instructions https:lMww,floridabuilding.org/pr/pr�_app_dtl.aspx?param=wGEVXQwtDquDEJErtOSCevlbDFkr5alMGkO4eVOhXJFHAFSBWAmeBA`/`3d%3d 3/4 3/1/2021 Florida Building Code Online Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: This Approval is for Large and Small Missile Impact Resistance, Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. Use Azon Polyurethane for thermal brake material. See included drawings for design pressure tables. 14218.12 YHS 50 TU Aluminum Storefront System - Outside Glazed (HVHZ) (Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant. Yes Design Pressure: N/A Other: This Approval is for Large and Small Missile Impact Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. Use Azon Polyurethane for thermal brake material. See included drawings for design pressure tables. 14218.13 'YHS 50 TU Aluminum Storefront System - Outside Glazed (WZ3) (Impact) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: This Approval is for Large and Small Missile Impact Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. Use Azon Polyurethane for thermal brake material. See included drawings for design pressure tables. P If Verified By: Hermes F. Norero Florida RE. 73778 Created by Independent Third Party: Yes Evaluation Reports PLf EL14218 _R11AE YHS, 50 FI,_5D_F5,_a0 TU - Gasket Letter.pdf Created by Independent Third Party: Yes YHS 50 TU Aluminum Storefront System - Outside Glazed (HVHZ) (Impact) Installation Instructions p-d f Verified By: Hermes F. Norero, P.E. Florida RE. 73778 Created by Independent Third Party: Yes Evaluation Reports ,(�G_asket). pg1f put Created by Independent Third Party: Yes YHS 50 TU Aluminum Storefront System - Outside Glazed (WZ3) (Impact) Installation Instructions Of Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports ,(Ga5ket)p f P1 Created by Independent Third Party: Yes Contact Us 260-1—Blatr Stone Rood,jAllahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer Copy — Light 2007-2013 State of Florida.:: Privacy Statement :: �Accessibility _Statement :: Refund tatement� 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 Approval Accepts: MSir: MEEM M https:IAAtww.floridabuilding.org/pr/ptl_app_dti,aspx?param=wGEVXQwtDquDEJErtOSCevibDFkr5alMGkO4eVOhXJFHAFSBWAmeBA`/`3d%3d 4/4 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 Certificate of Authorization: 29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report M YKK AP America, Inc. YHS 50 FI OG Aluminum Storefront System (WZ3) (impact) 10 FL# FL14218 Report No. 6942 Current Florida Building Code Method: 1 — D (Engineering Evaluation) Category: Panel Walls Product: YHS 50 Fl OG Aluminum Storefront System Materials: Aluminum 6063-TS Product Dimensions: See Installation Instructions, YKK164 Prepared for: YKK AP America, Inc, 1229 Hwy 441 Bypass Dublin, GA 31021 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer# 73778 Date: 07/02/2020 Contents: Evaluation Report Pages 1-4 %% 0 ®milE lop N -7 OF ft. .-0 0 L Hermes F. Norero, P.E. Florida No. 73778 BUILDING ��N� ��m��—�� APerfect Solution inEvery Drop! Certificate ofAuthorization: 2ys7n Manufacturer: YKKAPAmerica, Inc. Product Category: Panel Walls Product Sub -Category: Storefronts Compliance Method: State Product Approval Method (1)(d) Product Name: YHS 50 Fl CIG Aluminum Storefront Systerr Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778)for YKNAP America, Inc. based on Method ld of the State of Florida Product Approval, Department of Business and Professional Regulation ' Florida Building Commission. Hermes F.NnrenzP£does not have nor will acquire financial interest inthe company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions YKK164, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). Z Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall bebeyond wall dressing orstucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16ofthe current Florida Building Code and does not require an impact resistant covering inWind Zone 3orless. 4. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does reqLdre an impact resistant covering inWind Zone 4. 5� Site conditions that deviate from the details of drawing YKK164 require further engineering analysis byalicensed engineer orregistered architect, 6� See Installation Instructions YKK164 for size and design pressure limitations. Hermes F.NorenzP.E. Florida No. 73778 Page Zof4 BUILDING ��N� ��—�� APerfect Solution inEvery Drop! Certificate of Authorization: 29578 Quality Assurance: The manufacturer hasdemonstratedcompdianceofmanufactureofproductsin accordance with the current Florida Building Code for manufacturing under quality assurance program audited by an approved quality assurance entity through Architectural Testing, Inc. (FBC Organization # QUA1844). • AAMA5O1-15 w A5TMEl80G-13a • ASTME1997-l7 * TAS201-94 w TAS2OZ-94 w TAS2O3-94 1, Product Testing performed by Architectural Testing, Inc. 'Tampa (F8COrganization #TST43l1) Report #:E4885.O1-4U1'18'Report Date: 11/05/15 Report #:E489O.Ol'4O1-18,Report Date: 11/O5/lS Reports Signed and Sealed byJustin P. McDonald, FLPGNo. 77418 2� Product Testing performed byArchitectural Testing, Inc. —LithiaSprings (F8COrganization #TST3892) Report #:E897l.OZ-5S0-18'Report Date: 11/O9/I5 Report #:E897l.O3-5SO'18'Report Date: 11/O5/15 Report#:EQ971.O7-55U-18,Report Date: 1l/O4/15 Reports Signed and Sealed byJustin P. McDonald, FLPENo. 77418 3. Product Testing performed byHurricane Testing Laboratory (FB[Organization #TST3892) Report#: 0231-0601-01, Report Date: 08/02/01 Report#:O23l-lOQ7-O8, Report Date: 0S/07/09 Report#: 0231'1203-08' Report Date: 07/13/09 Reports Signed and Sealed byVinu).Abraham, FLPENo. 5382U 4. Product Testing performed by American Test Lab of South Florida, Inc. (F8[Organization #TST3782) Report#:0QU2.OI-05,Report Date: I1/16/06 Report Signed and Sealed byHenry Hattem'FLPENo. l4373 Architectural Testing, Inc. Hermes F.Noren\P.E Florida No. 73778 BUILDING �� DROPS APerfoct Solution |nEvery Drop! Certificate of Authorization: 29578 6. Material Certification Miami -Dade County Notice of Acceptance KunerayAmerica Inc (Previously DuPont) 5entryG|as|nter|ayer Trosifn| PV8|ntedayer 7. Material Certification Miami -Dade County Notice mfAcceptance Eastman Chemical Company Saf|ecCP (Vanceva Composites) PVB|nter|ayer ffi I W.1 ow*] gob' 'm Various test standards have been evaluated for differences intest methodo|o@y, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. YKK AP America, Inc. has tested their products to the following test standard l) ASTME283 ASTME33qASTME]31,TAS2O2-94 2) ASTME18O6-0B 3) ASTME1996-)6 Chapter 35ufthe current Florida Building Code references the following editions ofthe above mentioned test standards: After review of the above mentioned referenced standards and editions, it has been found that the results and tests carried out meet the requirements for compliance. All referenced standards have been found tobeequivalent. Refer to Installation Instructions (YKK164) for anchor spacing and more details of the installation requirements. Design Pressure: Refer toInstallation Instructions (YKK1G4) for design pressures based onsize, configuration, and glass types. Hermes F.Nonen\PI. Florida No. 73778 1. SEE SHEET 16 & 17 FOR ANCHOR TYPE REQUIREMENTS, MINIMUM EMBEDMENTS, AND MINIMUM EDGE DISTANCES. ALL ANCHOR REQUIREMENTS MUST BE ADHERED TO. ANY DEVIATIONS FROM ANCHOR REQUIREMENTS REQUIRES SEPARATE EVALUATION AND APPROVAL, 2. ONE (1.) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 3, THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION, 4. INSTALL INDIVIDUAL. INSTALLATION ANCHORS WITHIN A TOLERANCE OF 11/21RICH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES), TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH, SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. T INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 8, FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE S MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 10.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55, B. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. MASONRY - CMU UNIT STRENGTH CONFORMS TO ASTM C-90, WITH MIN. COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MIN, GROUT COMPRESSIVE STRENGTH OF 2000 PSI, D. STEEL- MINIMUM YIELD STRENGTH OF 36 KSI. MINIMUM 12 GA. WALL THICKNESS. E, STEEL- MINIMUM YIELD STRENGTH OF 36 KSI. MINIMUM 18 GA. WALL THICKNESS WITH 2X WOOD BACKING, F. ALUMINUM - MINIMUM 1/8 INCH THICK 6063-T5 ALUMINUM. i 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (ERC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 103-94 • AAMA 501-7.5 • ASTM E1886-13. • ASTM E1996-17 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHI I"E'CT OF RECORD FOR THE PROJECT OF INSTALLATION, 3- IX AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION, 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE IN WIND ZONES 3 OR LESS, SEE SHEETS 3, 4 & S FOR LMI AND SMI GLASS TYPES. 6, STOREFRONT FRAME MATERIAL: ALUMINUM 6063-T5 7, ALL STRUCTURAL MATERIALS & DISSIMILAR METALS SHALL BE PROTECTED, TREATED, PAINTED, COATED, AND/Oft ISOLATED AS REQUIRED IN THE APPLICABLE SECTIONS OF THE CURRENT FLORIDA BUILDING CODE AND REFERENCED DESIGN SPECIFICATIONS. 8. GLASS SHALL MEET THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEETS 3, 4 & S FOR GLAZING DETAILS. OUTSIDE GLAZED TABLE OF CONTENTS SHEET SHEET DESCRIPTION 1 INSTALLATION & GENERAL NOTES 2 ELEVATION & ANCHOR LAYOUT 3 4 SMI GLAZING DETAILS LMI GLAZING DETAILS 5 LMI GLAZING DETAILS SA GLAZING DETAILS (MISSILE LEVEL E) 6 LIGHT MULLION TABLES 7 MEDIUM MULLION TABLES 8 9 HEAVY MULLION TABLES EXPANSION MULLION TABLES 10 SMI HEAVY MULLION TABLES 11 CORNER MULLION TABLES 12 TYPE A & B ANCHOR TABLES 13 TYPE C, D & E ANCHOR TABLES 14 DOOR MULLION TABLE 15 DOOR MULLION TABLES (lj 16 17 VERTICAL SECTIONS & ANCHOR DESCRIPTIONS VERTICAL SECTIONS 18 LIGHT & MEDIUM MULLION HORIZONTAL SECTIONS 19 HEAVY MULLION HORIZONTAL SECTIONS 20 CORNER MULLION HORIZONTAL SECTIONS 21 COMPONENTS & BILL OF MATERIALS 22 COMPONENTS INSTRUCTIONS FOR USE: 1. DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BLDG, HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. 2. SEE CHARTS ON SHEETS 3, 4 & 5 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEETS 6, 7, 8, 9, 10 & 11 FOR STORE FRONT MULLION AND SHEETS 14 & 15 FOR DOOR MULLION, THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. 4, USING CHART ON SHEET 12 & 13 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. S. THE LOWEST VALUE RESULTING FROM STEP 2, 3 AND 4 SHALL. APPLY TO ENTIRE SYSTEM, rm apQLzalq mspres YKK AP AMERICA, INC. sizy Hsn na, esass nunu -.o. Uaenc¢i v+. In>eRnasss cnx ls�aleia-eWi z F vw z m 0 �¢ O m A Q Q a z U ED U z� z o& o N ¢ z O dw= F> REMARKS BY DATE A- STEEL GAUGE REVISION I LS O420.1 B-HIC CODLUPDATE 1 Rv 1 W 12A �. soocuMcnrc�F ®��ao inAg Cg®d FL R: FL14218 DATE: 01.28.16 DWG. BY :/� CHKuI BY: gn�`` SM HFN SCALE: rt ITS DWG.0: YKK164 SHEET: I 1� H SEE 6, 10,1' SEE SHEETS 3,-4 & 5 - 16 16 16 D.L.O. F ABOVE HORIZONTAL. IAX AMC iGHT MAX. OLD SEE SHEETS 3HEETS 3, 4 & 5 .14&IS CHI C H 16 17 II - Si" MAX. FROM CORNERS* SEE TABLE BELOW' T— JAMB ANCHOR SPACING* ANCHOR TYPE MAX. SPACING I MAX. DP A OR B 183111 — 65 ESE C, E OR D IT A OR B 13.5" 90 PSF —C, F OR D 9375" *NOTE JAMB ANCHORS ARE ONLY REQUIRED WHEN USING "HEAVY" JAMB CONFIGURATIONS, SEE SHEET 19 FOR HEAVY JAMB DETAILS MAX. MULLION SPACING, SEE SHEETS ELEVATION 6, 7"', 9"o, 13, ls TYPICAL YHS 50 Ff STOREFRONT 3" 3" 3" TYPICAL ANCHOR LAYOUT SEE SEPARATE DOOR APPROVAL FOR DOOR RATING & DETAILS. LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. -------------------------------------- 3" ANCHORS, TYPE A, B, C, D OR E SEE SHEETS 11 & 12 FOR QUANTITIES AND SHEETS 1 5 & 16 FOR DESCRIPTION FOR DOORADIACENT MUI [�ON ANCHOR REQUIREMENTS SEE SHEETS 14 & 15 ANCHORS, TYPE A, 3, C, D OR E SEE SHEETS 12 & 13 FOR QUANTITIES AND SHEETS 16 & 17 FOR DESCRIPTION apawwity 'f�spwes YKK AP AVIERIC INC, 12291-14- c;r oy 2D t REMARKS BY 7-E SA OF lrtt FL H: FL14218 DATE! 01,28.16 DWG. BY CHK. BY sm I HFN_ SCALE: SITS D-III: YKK164 OF 22 GLASS LOAD CAPACITY (PST) GLASS LOAD CAPACITY (PSF) DAYLIGHT GLASS DAYLIGHT GLASS OPENING PN) GLASS TYPES I OR TYPE OPENING (I NJ GLASS TYPE SI ORI TYPEK 27.5 J0.0 90.0 70D I -__ DLO DLO EXT ( ) I DLO DLO EXT.(+) EXT () INT (-) 1 EXT.(+� INT. () WIDTH HEIGHT J INT 275 HEIGHT INT,(-) () WIDTH i� 70,0 70PEA 70.0 33.5 _ 0 900 700 i35 76.0 _ 900 70.0 39.5 _ 70,0 90,0 70 O ~ 39 5 J0.0 REED 70.0 45.5 54 375 70 U 90.0 70 U 'F 45 s 70.0 9' 0.0 70.0 -�- 90.375 : - 51.5 70.0 70,0 j i 51 5 I � 70.0 90.0 70 0 57.5 7U 0 90.6 70 0 S7r J 70.0 90.0 70 0 41 69.5 I- 10 0 90.0 70,0 69 5 tl57 9 74 S 47 2 27.5 70,0 90.0 70.0 27 5 70.0 90.0 70 0 -33.5- 70 0 90,0 70.0 33,5 70.0 ROLE,70.0 95 39 5 3160,375 r_ 700 i 900� 700 575 96,375 ^70.0_ j 90_d 7U.0 455 700 9UU 700 45' J0.0 90.0 700 ;�- .5 700 90 U 70 0 ' 57 5 70.0 90.0 70.0 .570 090p�JO 0.5 I 663 85,7 66 7 63 S 63.4 81.5 51 7 69.E j 66 1 85.7 66 7 66 5 60.5 77.8 70 0 2�L 70 0 90.0 70 0 27 5 9 70 0 0.0 I -I! 33.5 70.0 90.0 70 0 33 5 70.0 90.0 7 0 39.5 70,0 90,0 70,0 395 700.0 90,0 70 45.5 66 375 ( 70,0 t 90 U 70.0 45 5 , 102 375 70 7d 0 90 0 _ 01 51.5 1 70 900 70G_Ji 515 7d 0 900 700 a 1 57.5 1 70 0 90.0 70 0 57 5 70 0 90,0 70 0 _.._. _ _ 63.5 j 63.4 j 81.5 ( 63.4- 63, � 63A 81.5 51-7 ERIS 60 66 � 78.0 60 6 27 5 - T 70.0 90.0 _ 70.0 27.5 70.0 90.0 70 0 33 S j 70.0 90 0 70.0 I.__ . -I- - 33.5 ( 70C 90D 700 39i i ) 70.0 9D6 700 -_ r __-1 39.5 70,0 ( 90 0 7U 453 1083751 00.0 90 0 70.0 45,5 70.0 90 0 70 0 �r 51 5 7TO 90.0 70 0 - 72,375 t r ....._.. _.._ _ -_) 515 700 900 700 575 70.0 90.0 STI 57.5 70,0 90.0 70.0 _ 60,5 66 5 853 543 j F 63.5 63.4 81.5 63 4 1 273 70,0 _ ( 90,0 70,0 - 695 _579 j 74.S S79 335 700 900 700 -i 27.5 70,0 go'o 70.0 39 5 700 90,0 _ 70,0 j -- : - 114 375 33.5 700 90.0 7U0 455 700 900� 700 39.5 t 70 0 - 90 0 70.0 ( 51 5 t 70 0 90.0 17.1 _..._ -- 45 5 ION 90 0 711,0 57 5 _ _ 7EN 90 11 57 1 _ 78.375 --� _ r27S 760 900 700 315_ 515 /00 90.0 700 1,5 5 70 0 90,0 70 0 120,375 700 900 70.0 5 rj3 81S 634 385 700,� 90❑ 700 .5 _ _57 9 74,5 57,9 j 27,5 70.0 9." 0 U70 0 33.5 70 0 90.0 70 0 t 33 5 126.375 70.0 90 0 70,0 0 0 9d.0 70 0 36 5 __ 70.0 90 0 70 0 39.5 ( 70 0 9b.0 70.0 27 5 70.0 90 0 70.0 45.5 84 375 10 0 90.0 70 0 3r515 , 132 375. 7U.0 90 0 7G.0 515 7D0 900 700 345 700 )0G 700� �7.5 700 90U JOG f Z75 700 900 700 63�5 63 4 815 63 4 33 5 _ 70 0_ PELT) ,y 70 0_ 69 5 57 9 1 74.5 57 9 9 G' E 9/1 G LP BH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 (3 SEC. GUSTS) AND CHAPTER 17 OF THE FBC FOR SIZES OTHER THAN TESTED, GLASS SMALL MISSILE IMPACT ONLY 1-5/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS, 1/2" AIR SPACE, 1/4" HEAT STRENGTHENED GLASS,--- 0.035" SENTRYGLAS BY KURARAY, FORMERLY KNOWN AS SGP BY DUPON I, 1/4" HEAT STRENGTHENED GLASS EXTERIOR INTERIOR EXTERIOR 9/16" GLASS BITE GLAZING DETAIL I (DRY GLAZED) 1-5/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS, 1/2" AIR SPACE, 1/4" HEAT STRENGTHENED GLASS, 0.060" EASTMAN SAFLEX PVB, 1/4" HEAT STRENGTHENED GLASS EXTERIOR INTERIOR 113 fj #' # y ►I ALUMINUM BOX SPACER: j AROUND IHE PERIMETER OF THE GLASS. D.L.O. PRIMARY SEALANT: HEIGHT POLY;SOBUTYLENE INS). j SECONDARY SEALANT- STRUCTURAL SILICONE INTENDED FOR FABRICATION OF INSULATED GLASS UNITS. DAYLLFE OPENING DIMENSIONS. DAYLITE OPENING WIDTH: NOMINAL PANEL WIDTH - 2. EDT' DAYLITE OPENING HEIGHT'. FRAME HEIGHT- 5.62S" i-S/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS, 1/2" AIR SPACE, 1/4" HEAT STRENGTHENED GLASS, 0.060" TROSIFOL BY KURARAY, FORMERLY KNOWN AS BUTACITE BY DUPONT 1/4" HEAT STRENGTHENED GLASS INTERIOR YKK Cl11 lmy YKK AP AMERICA, INC. z z s oc n �C 18}T 9, 4S, F x IC>Ej�8fi901 Z Z m 0 o v 8 w o� c c) O' z_; z O a m M Q > o> Wig a N REMARKS A BY I DATE -GASKET REVISION ITS 10.19.1 B-FBC CODE UPDATE RV 10712.1 D.LO. D.L.O. 7 N . 7 u " WIDTH WIDTH a S A OF i ' /lf/lf 0. L.O. 4t 4:l tt HEIGHT FL# FL14218 DATE: 01.28.16 D.L.O. DWG. BY: CHK. BY: HEIGHT SM I HFN SCALE: N t S DWG.#: YKK164 SHEET: V OF 22 GLASS LOAD CAPACITY (PSF}� DAYLIGHT GLASS �� GLASS OPENING (IN) TYPES D, GLASS TYPEF TYPESG� E ORI OR DLO DLO EXT. HU EXT. INT EXT IF) WIDTH HEIGHT INT () {+) (j _I PIT (-} 27,5 1 50,0 70.0 90 O 10.0 33 5 500 70.0 90.0 70.0 39,5 50,0 70G 90 0 70G 45,5 54.375 SOTO 70.0 88 5 70.0 - 51 5 44.2 70,0 -- 2 -- 0 57 5 41 8 70G_ __74 a 70 0_ 63 5 41 8 70 0 74 a 70 0 69.5 41 8 70 0 74 a 70,0 27 5 50.0 70 a 90,0 ---70,0 33.5 50.0 70.0 90 0 70,0 39.5 '.. 50.0 70.0 90 0 70.0 4S 5 50,0 70.0 88 5 70,0 60 375 ------ ...._..... 515 44.2 70.0 78.2 70A- 5J5-I 396 ----- -- 63.5 373 66.7 66.7 66, 7 69 S 373 667 66 7 66.7 27.5 10.0 70 0 10.0 10.0 335 500 700-900 700 39 5 SO.0 { 70 0 _90 0 70 0 45,5 66.375 50.0 70,0_ 88 5 70,0_ - 51,5 I 44,2 70 0 78.2 70.0 57,5 39 6 700 700 700 63.5 358 63 4 63 4 63 4 34 3 606 _FE 6 1 60.6 27 5 _ 50 0 � 70 0 _90 0 � __70.D___ 33.5 500 700 SITE 70G 39 5 50 0 1 700 90 0 70 0._-5 ( 45 5 Sb 0 Il 70,0 88 5 700 72,371 515 442 70.0 782 700 57,5 39.6_ 70.0 70,0 70 0 515 = 35.8 63.4 63 A 53 4 69 5 - 1 57,9 57 9 57,9 27.5 50.0 70.0 900 70 4 335 1 500 7.0.0 900 700 �- 39 5 SILO�70 0 900 70,0 45.5 50.0 70-0 88 5 70 0 78 375 � 44- -�� S1S i 442 70.0 7821 700 57,5 C 39�70.0 70 0 70 0,,, 635 �- 634 634 634_] 69 5 - 57.9 57,9 57.9 27 5 SETO 70.0 SOLO 7070 0 33 5 500 70.0 _90 0 1 70.0 39.5 SOLO 70,0 90 O T 70,0 1 45,5 84 375 SOLD 70,0 97,1 70,0 51 5 - 44.2 70,0 78.2 700 _ 57.5 - 70,0 70,0 70.0 63 5 _ - 6314 6374 63 4 695 �. ..._ 579-_579� 579 GLASS LOAD CAPACITY(PSF) DAYLIGHT GLASS GLASS 1 OPENING (IN) 1 TYPES D, ; GLASS TYPE F TYPES G €Oft I OR H DLO DLO EXT. (} EX1 i INT EXT. (+) W4D H_ HEIGHT INT. - INT - 275 1 500 70G 940 1 70.0 33.5 50 0 70.0 90 0 70A 39 5 50_0 70.0 900 70'0 _ 455 90375 j 500 700 L850 740 _I 575 442 700 782 740 575 ICI 700 700 700 63.5 __. 4+_ 63 4 63 4..-.� 695 _. _ 538 S38 - - 275 500 /00 900 70.0 33,5 50 0 70,0 90.0 70.0 39,5 50,0 70,0 90 0 70.0 45,5 50 0 76D 83.3 70.0 __.. 96,375 51.5 -._. -"_- __ 70,0 763 -__-- - 70.0 57.5 70 0 r 70.0 70.0 63,5 _ 58.9 - _ 66 5 27.5 -58.9 - 56 2 ! 56 2 50.0 70 90 0 -1) 33.5 ( SOLD 70 0 J 90,0__ 70.0 39.5 E 50,0 70,0 ALTO 70,0 45.5 102 375 50 0 70 0 �- 81 8 70.0 _. 15 70.0 1 751 70,0 75 J 700 700 �589 72 0 635 589 27.5 50 O 70 0_ 90 0 70.0_ 33.5 _ 0 F SO 70G 90,0 70.0 I 39,5 1I 5-O 7001 0 99.6 70.0 ' 4S5 108375 - 700 80S 700 1 515 - 700T737 70a 65 0 65,0 --_. 1,861,8 27 5-{I 50,0 70,090,0 70.0 3.3.5 50 0 70 0 1 90 0 70,0 39 5 -i 114375 455_ 50 0 70 0 E 700 �79A 9A 700 � 1 57 5 65,0 65,0 27.5 120,3751 50,0 70 0 90.0 70.0 500 700 90 0 70.0 38 5 27 s 50,0 70,0 89 5 -- 50 0 70 0 90.6 70.0 70.0 33 5 126,37Sf 5_0_0 70,0 90.0 T900 70.0 365__�_ j 500 700 7 0 27 5 1 500 700 90 0 70.0 335-{132375 500 706 T9C0 70.0 34.5 + 50 O 70 0 .0 70.0� 27.5 _90 I 0' 70,0 1 90 0 70,0 138 375 335 _L 1 500 700,i900) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASiM E1300 (3 SEC. GUSTS) AND CHAPTER 17 OF THE ESE FOR SIZES OTHER THAN TESTED. 1: 5/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS, 1/2" AIR SPACE, 1/4" HEAT STRENGTHENED GLASS, 0.090" TROSIEOL BY KURARAY, FORMERLY KNOWN AS BUTACITE BY DUPONT, 1/4" HEAT STRENGTHENED GLASS EXTERIOR 26 /III jj INTERIOR DOW CORNING h 995 � EXTERIOR 9/16" GLASS BITE 9/1( GLA: BIT 9/1E GLAI BIT Mumamilm (WET GLAZED) 1-5/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS, 1/2" AIR SPACE, 1/4" HEAT STRENGTHENED GLASS, 0.090" EASTMAN SAELEX EVE, 1/4" HEAT STRENGTHENED GLASS 13i11��[�I� DOW CORNING 995 GLAZING DETAIL E 1-5/16" O.A. INSULATED LAMINATED (WET GLAZED) GLASS CONSISTING OF: 1/4" TEMPERED GLASS, ALUMINUM BOX SPACER, 1./2" AIR SPACE, AROUND THE PERIMETER OF THE GLASS. HEAT STRENGTHENED GLASS, PRIMARY SEALANT: 0 09 0.090' SENTRYGLAS BY KURARAY, POLYISOBUTYLENE (PIE). FORMEFLY KNOWN AS SGP BY DUPONT, SECONDARY seALANT: 1/4" HEAT STRENGTHENED GLASS STRUCTURAL OFSILINSU ATILDINTEG ASS U FABRICATION Of INSULATED GLASS UNITS. INTERIOR ---------- GLAZING DETAIL F (DRY GLAZED) GLAZING DETAILS CONTINUED ON NEXT RAGE DAYLITE OPENING DIMENSIONS, DAYLITE OPENING WIDTH: . NOMINAL PANEL WIDTH - 2.500" DAYLITE 0 ENING HEIGHT: FRAME HEIGHT - 5.625" D.L.O. WIDTH ' D.L.O. WIDTH D.L.O. HEIGHT D.L.O./��/ HEIGHT D, L.O. HEIGHT apQuality G0 tGC '' YKK AP AMERICA, INC. Lit , FAX t z o zm o - a gca a O z 2- Z... O m ¢ 3 N L7 o� Lai a REMARKS BY DATE 0.-GLASS TYPE F REVISION LS 04,20.1 3-GASKET REVISION LS 10.i9.i `r BC CODE UPDATE RV 0].12.1 - E S A OF a ct ®®,`s 0 �r Ipttt(6 tt tLT FL #: FL14218 DATE: 01.28.16 DWGCB IY� gCHK pp.�tYrrhh�� JVE 4N SCALE: NTS DWG. CI: YKK164 4 am 9/11 GLA BIT (WET GLAZED) GLASS TYPES LARGE SMALL MISSILE 1 1.-5/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS, 1/1" AIR SPACE, 1/4" HEAT STRENGTHENED GLASS, 0.075" EASTMAN VANCEVA, 1/4" HEAT STRENGTHENED GLASS CORNING CAI 9/11 GLA BIT EXTERIOR 9/11 GLA BIT (WET GLAZED) 1-5/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS, 1/1" AIR SPACE, 1/4" HEAT STRENGTHENED GLASS, 0.060" SENTRYGLAS BY KURARAY, FORMERLY KNOWN AS SGP BY DUPONT, 1/4" HEAT STRENGTHENED GLASS imigelplarga .• .OR 1-5/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF. 1/4" TEMPERED GLASS, 1/1" AIR SPACE, 1/4" HEAT STRENGTHENED GLASS, 0.090" SENTRYGLAS BY KURARAY, FORMERLY KNOWN AS SGP BY DUPONT, 1/4" HEAT STRENGTHENED GLASS INTERIOR CORNING ALUMINUM BOX SPACER: AROUND THE PERIMETER OF THE GLASS. PRIMARY SEALANT: POLYISOBUTYLENE (Pap. SECONDARY SEALANT: STRUCTURAL SILICONE INTENDED FOR FABRICATION OF INSULATED GLASS UNITS. apinspires Quaft{ YKK AP AMERICA, INC. P,l (4)8)277-1955 FAX Z o 16787030-6001 V x Z :. C' c� Z` gcm a ry = O d t— REMARKS BY DATE A -GASKET REVt54pN 1$ 50.19.1 B-F8C CODE UPDATE 111 Q].12.1 }sto« sp x��®�a®®��®®g�,. FK6 rlld4 hitii Y•,. FL #: FL14.218 DATE: 01.28.16 DWG. BY: CHK. BY: SM I HFN SCALE: NTS DWG.#: YKK164 SHEET: OF 22 GLASS LOAD CAPACITY (PSF) GLASS LOAD CAPACITY (PSF) DAYLIGHT OPENING(IN) GLASS TYPE A DAYLIGHT OPENING (I N} GLASS TYPEA DLO WIDTH DLO HEIGHT EXT, IT INT. (-) DLO WIDTH DLO HEIGHT EXT, (+ INT. (- 2TS 54,375 70.0 90.0 2T5 90,37551.5 70.0[81.5 33,5 70D 90.0 33.5 70D 39.5 70.0 90.0 39.5 45.5 70.0 90.0 45.5 70.0 SOLO 51.5 57.5 70.0 90.0 ST5 Vl,, 63.5 700900 63.5 69.5 70.0 90.0 69.5 . 2TS 60.375 70.0 90.0 27.5 96.375 70.0 90.0 333 70.0 90.0 33.5 70.0 90.0 39.5 70,0 90.0 39.5 70.0 90-0 45.5 70.0 90.0 45.5 70.0 SOLO 51.5 70.0 SOLO 515 70.0 SOLO 57.5 70.0 90.0 STS 70.0 90.0 63.5 70.0 90.0 63,5 ABA 81.5 69,5 70.0 90.0 66.5 60.5 77.8 27.5 66.375 70.0 90.0 27.5 102,375 70.0 90.0 33.5 70.0 90.0 33.5 70.0 SOLO 39.5 70.0 90.0 39.5 70.0 90.0 45.5 700 90.0 45.5 70.0 SOLO 51.5 70.0 90.0 51.5 70.0 90.0 573 70.0 90.0 57.5 70.0 90.0 63.5 63.4 81.5 63.5 63.4 81.5 695 63.5 81.6 27.5 33.5 108.375 70.0 90.0 27.5 72.375 70.0 90.0 70.0 9060 33.5 7TO 90.0 395 70.0 90.0 39.5 70.0 90.0 45.5 70.0 90.0 45,5 70.0 90.0 51.5 70.0 90.0 51.5 70.0 SOLO 57.5 70.0 SOLO ST5 70.0 90.0 605 66.5 85.5 63,5 63A 815 2.7.5 4375 70.0 90.0 69.5 57.9 74,5 33S 3'3.5 70.0 90.0 27,5 8.375 70.0 90.0 70.0 90.0 33.5 70.0 SOLO 45.5 39.5 70.0 90D 515 mm 45.5 70.0 9060 57.5 51.5 70.0 BOLO 57.5 70.0 90.0 63.5 63.4 81.5 69.5 1 57.9 74.5 27.5 84.375 70.0 90.0 33,5 70.0 90.0 39.5 70.0 90.0 45.5 70.0 90.0 70.0 SOLO 70.0 90.0 E69, 63.4 81.5 1 ST9 74.5 1-S/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS, 7/16" AIR SPACE, 1/4" HEAT STRENGTHENED GLASS, 0,180" SENTRYGLAS BY KORARAY, FORMERLY KNOWN AS SGP BY DUPONT, EXTERIOR 1/4" HEAT STRENGTHENED GLASS INTERIOR 26 DOW CORNING 99, GLASS ('t BITE 1 } ' NVit: I. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 (3 SEC. GUSTS) AND CHAPTER 17 OF THE CURRENT FBC FOR SIZES OTHER THAN TESTED. 2. SETTING BLOCK DUROMETER HARDNESS OF 70-90 (SHORE A) AS REFERENCED IN CHAPTER 24, 1 SETTING BLOCKS TO BE I..00ATEDAT 1/4 SPAN LENGTH FOR GLASS WIDER THAN 36" AS PER CHAPTER 24. T D.L.O. MAY NOT EXCEED MAX DIMENSIONS IN GLASS CHARTS FOR GLASS TYPE. DAYLITE OPENING DIMENSIONS'. DAYt.ITE OPENING WIDTH: NOMINAL PANEL WIDTH -2.500" DAYLITE OPENING HEIGHT: FRAME HEIGHT - 5.625" ALUMINUM BOX SPACER AROUND THE PERIMETER OF THE GLASS. PRIMARY SEALANT'. POLY60BUTYLENE(PIB), SECONDARY SEALANT: STRUCTURAL SILICONE INTENDED FOR FABRICATION OF INSW AT'ED GLASS UNITS. D.L.O. WIDTH yi D.L.O. _ WIDTH 4 D.I.O. HEIGHT I D.L.O. HEIGHT D.L.O. HEIGHT /! ap(`uaY(F" EE "Ia£'t`1 S YKK AP AMER CA, INC. ways �E IF, 1N1 0-1211 -1 OAK (6781LPfi C) O a Gi Z 0o q _ o a 3 4o� a Y m T o N z a o =Y REMARKS BY DATE 4OSA `�'G 2PPd`dl9Flt1b 1',. FLN. FL14218 DATE 01.28.16 _ DWG. BY: Ct1K BY: SN( HFN SCALE NTS DWG.#: YKK164 SHEET: t�-�' (J "5- Al\ DESIGN LOAD CAPACITY - ESE NOMINAL. DIMS. LIGHT JAMB -11 LIGHT MULLION - M1 WIDTH (W) FRAME HEIGHT EXT.(+) INT-(-) EXT.(k) INT I-) 30 72 50.0 50.0 50.0 S0.0 33 36 39 50.0 50.0 50.0 50.0 42 50.0 50.0 50.0 50.4 45 48 50.0 50.0 51 50.0 50.0 54 57 50.0 50.0 50.0 50.0 60 50.0 10.0 63 50.0 5017 66 50.0 50.0 69 So.O 50.0 72 50.o 50.0 30 78 50.0 50.o 50.0 50.0 33 36 50.0 S0.0 So.o 50.0 39 42 S0.0 50.0 45 50.0 50.0 48 So.o 50.0 51 54 50.0 50.0 50.0 So.o 50.0 50.0 57 60 50.0 50.0 63 54.4 SO.o 66 50.0 50.0 30 33 84 50.0 50.0 50.0 50.0 36 39 50.0 50.0 50.0 50.0 42 50.0 50.0 45 48 50.0 50.0 50.0 50.0 50.0 50.0 51 54 50.0 50.0 57 50.0 50.0 60 Soo 50.0 llaum• !! is tt •, F! HI AME IGHT I i f � Wl--- -- W2 -4 -W3 WIDTH(W) = WI(JAMB) WIDTH (W) _ W2 + W3 -- (MULLION) 8 1 LIGHT JAMB -Jl LIGHT MULLION -M1 WK apMny nspku. YKK AP AMERICA, INC. ices raxa��eleie e.. In�xi��» Z �aoi v ,a Z m o� �a a„F oa O' O m 3 2 i m 5 o � ws H w � REMARKS BV DATE IE: 7ROFILE #1 SHOWN, 'ROFILE #8 SIMILAR. N 7 7 SA 0, tt 77JPtbiitt E��`T� FL #: FL14218 DATE 01.28.16 DWG. BV: CHIC, BY SM NFN SCALE: N I S DWG. #: YKK164 SHEET: on • �1 A a '•;v trr t • • DESIGN LOAD CAPACITY- PSF NOMINAL DIMS. HEAVY MULLION - M3 WIDTH (W) FRAME H FLIGHT EXT. (+) INT.I-) 72 96 70.0 90.0 69 102 70.0 ERG 66 I08 70.0 90.0 63 114 1 70.0 90.E S7 60 120 10.0 70.0 90.0 88.7 41 126 70.E 90-0 39 132 70.0 90.0 37 138 70.E ROLE 33 44 70.E 67.5 90.0 86.8 36 NOTE: HEAVY CONFIGURATION JAMBS ARE ANCHORED ALONG THEIR LENGTH AND THEREFORE DO NOT LIMIT DESIGN PRESSURE. NOTE: ALL PREVIOUSLY DETAILED MULLION CONFIGURATIONS ARE ACCEPTABLE FOR USE IN SMI CONFIGURATIONS IN ADDITION TO THE CONFIGURATION AND RATINGS SHOWN ON THIS PAGE, FRAME HEIGHT -•— WE W 2--t— W 3--, WIDTH (W( = W2 2 WB (MULLION} 6 3 Z 8 i j S of HEAVY IAMB-J4 HEAVY MULLION -M3 HEAVY JAMB NOTE: PROFILE 41 SHOWN, PROFILE #8 SIMILAR. HEAVY CONFIGURATION Im a'a( ,rompfre YKK AP AMERICA, INC. "" A11- Pn. (a>812-)t ,1,' FRGI f6>97e38�0U1 Qj m z Z 0 d V �a a p. boa ya pm Z J Z g � O oY wi 1 a �y F REMARKS BY DATE iv nctv4rvSy 4on �w��®�rvr. E S i N 77$ S A O m t � FL#: FL14218 DATE: 01.28.16 DWC. B��1 Yqq CHK�. BY:�p JIVI IIFIV SCALE: NTS DwG.#: YKK164 I it U1 L s ANCHORS TYPES: SEE SHEETS 15 & 16 FOR DESCRIPTION C2 = (2) ANCHORS TYPE AT JAMB OR EACH SIDE OF MULLION C3 = (3j ANCHORS TYPE'C' AT IAMB OR EACH SIDE OF MULLION C4 = (4) ANCHORS TYPE C' AT JAMB OR EACH SIDE OF MULLION C5 = (5) ANCHORS TYPE'C' AT JAMB OR EACH SIDE OF MULLION D2 (2) ANCHORS TYPED' AT JAMB OR EACH SIDE OF MULLION D3 = (3) ANCHORS TYPED' AT JAMB OR EACH SIDE OF MULLION D4 = (4) ANCHORS TYPE VAT JAMB OR EACH SIDE OF MULLION D5 = (5) ANCHORS TYPED' AT JAMB OR EACH SIDE OF MULLION E2 = (2) ANCHORS TYPE 'E' AT IAMB OR EACH SIDE OF MULLION E3 = (3) ANCHORS TYPE 'U AT JAMB OR EACH SIDE OF MULLION E4 = (4) ANCHORS TYPE VAT JAMB OR EACH SIDE OF MULLION E5 = (5) ANCHORS TYPE'U AT JAMB OR EACH SIDE OF MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION 3„ � 3" 3," --� �--- 3 1.5" 3 — 3" 1.5' 1.5" C2, D2, E2 C3, DIf 3, E3 C4, D4, E4 3, 3„ 3 -1 -- — 3" 3" — III-----3" C5, DS, E5 FR HE I I-^— W 1—°'-t — W 2 W 3 - -- WIDTH (W) = 'Wl (JAMB) WIDTH (W) = W2 + W3 (MULLION) YHK ap Oz l�"Y Epre's YKK AP AMERICA, INC. .129 F� WY aGi t1vVM5S ' N,6 ONGin3t021 H-(A]8;1T1-1955 FM1X. i6]8838-6:Gi z t.t Z� ¢o u o ate, oA a u 5 4c0 m w -J c wT REMARKS BY DATE �ia�ire�MCN1 oriniiiRF 1nI-1— A OF d2��Jt FH It44l.t .. FL# FL1421 DATE: 01.28.16 DWG. BY CHKBYU' SM [ iFN SCALE: NTT DWG-4: YKK164 SHEET: 1_�44 `vl DOOR MULLION LOAD CAPACITY (PSF) NOMINAL DIMS, WITHOUT STEEL. REINF, WITH STEEL RE] BE, WIDTH (W) FRAME HEIGHT EXT(+) INT.(-) EXT.(+) INT. I-) 24 30 102 70.0 700 70.0 900 70.0 70.0 70.0 90.0 36 42 70.0 70.E 70.E 90.0 70.0 70.0 70.E 900 48 70.E 70.E 70.E 90.E 54 60 7d.0 70,E 70.E 90.E 70.E 70.E 70.0 90.0 24 30 108 70.E 70.0 70.E 90.0 70.E 70.E 700 90.0 36 42 70.E 70.E 70.E 90.E 70.E 70D 70.E SEC 48 54 70.0 INC 70.E 90,0 70.0 70.E 70.0 ROLE 60 70.0 70.E 70.E 90.0 24 30 114 70.0 70.0 70.0 90.E 70.0 70.E 70.E 90.E 36 42 70.E 70.E 70.0 90.E 70..E 0 70.E 70.0 ROD 48 70 70.0 70.E 90.0 54 60 70D 70.0 70.0 90.E 70.0 70.E 70.E 90.0 24 30 120 70.0 70.E J0.0 90.0 70.0 70.E 70.E 90.0 36 42 70.0 70.0 70.0 90.0 70.0 70.0 70.0 90.0 48 54 60 700 70C 70.E 90.E 69.2 69.2 70.E 94.E 62.3 62.3 70.0 90.0 24 30 126 70.0 70.0 70.0 ROLE 70.E 70,0 70.E 90-0 3E 42 70.0 70.E 70.0 940 70.E 70.E 70.E 90.0 48 54 67.3 67.3 70.0 90.0 59.8 59.8 70.0 90.0 60 57.1 57.1 70.0 90.0 24 30 132 70,0 10.0 70.0 90.0 70.0 7E.0 70.E 90.0 36 42 70.EF12,4�' 70.0 90.0 66.9 70.0 90.0 48 54 60 58.5 70.0 90.0 57.T 70.E ROLE 52.4 64.2 82.E 24 30 138 70.0 70.0 ROLE 70.E 70.0 90.E 36 42 68.3 70.E ROLE 58.5 700 90.0 48 r45,8 57.1 70.0 90.0 54 64 50.9 62A 80.3 45.8 56.2 72.2 24 144 70.0 70.0 90.0 30 36 70.0 70.0 90.0 SELL SELL 70.0M�1! 42 57.1 57.1 70.048 50.4 50A 61.854 44.8 44.8 55.EEO403 40.3 4 S) JCHOR( OTALNO- Of ANCHORSREQUIRED AT DOOR NO LION HEAD AND TYPE SI LL REDESIGN PRESSURE ------------- FRAME X r4 �• HEIGHT L`b -. W2 -- W1 WIDTH (W) = W1 + W2 2 CIAIf_i C nnno T ANCHOR TOTAL NO. Of ANCHORS REQUIRED AT DOOR MULLION HEAD TYPE � Sill BY DESIGN PRESSURE - J 90 PSF 80 PSF 70 PSF a 60 PSF ) 50 PSF 40 PEE 30 PST_ L 7-- 6 4 3 7 S 4 4 312 1 _68 7 6 ( 4 54Y1 1 10_ 9 -( 7 I 6 - S y ---- 16 7 16 4 4 i DOOR MULLION DOOR MULLION WITHOUT STEEL REINFORCEMENT WITH STEEL REINFORCEMENT FR HE YKK OUTSWING DOORS SEE SEPARATE APPROVAL - tT� X_ __ FRAME HEIGHT l F=--- -======y=`===_=====Fi9 r `--{ I'll - C -- W 1 { WIDTH (W) = W1 + W2 2 4 11l11 IQI C nnf%D YKK OUTSWING DOORS SEE SEPARATE APPROVAL ,ME 5HT X% a WIDTH (W) _ „_W1 + W2 2 apD rL61`,d 3D4,,;rlre. YKK AP AMERICA, INC. p:...(-,)211 :111 FFX�NIEHIE--1 Z O u� Z m O O V G � O N LLo � p ILA 6 REMARKS BV DATE S A OF zY ��dB7�E0�1_ �� tNNe 77fdd5ltlttt\`�. FL H: FL14218 DATE: 01.28.16 DWG{..��BY:CHK.BY' sm I HFN SCALE: NT`j DWG. a: YKK164 I Al u OF DOOR MULLION LOAD CAPACITY (PSF) DOOR MULTI ON LOAD CAPACITY G SF) NO MINAL DIMS. WITHOUT STEEL REINF, WITH STEEL RE NF. NOMINAL DIMS, WITHOUTSTEEL FEINT, WITH STEEL REINF. FRAME HEIGHT (IN.} DOOR PANEL WIDTH-Wi (I N.) SIDELITE WIDTH-W2 (IN.) EXT.(+) INT. L-) EXT.(+) IELF, (-) FRAME HEIGHT (IN.) DOOR PANEL. WIDTH-Wl (I N.) SIDELITE WIDTH-W2 (INj EXT.(+) IFIT -I-) EXT L+j INT.(-) 96 35 30 70T) 70,0 70.0 90.0 120 36- 30 69.9 69.9 70.0 90.0 36 70.0 _ 70.D 70.0 90.0 36 66.2 66.2 70.0 90.0 42 70.0 70,0 70.0 90.0 42 62.8 62.8 70.0 900 48 70.D 70.0 70.0 90,0 48 59.8 CT8 70D 90.0 42 30 70D 70.0 70.0 90.0 42 30 62.8 62.8 70.0 1 90.0 36 70.0 70D 70.0 90.0 36 59.8 59.8 70.0 90.0 42 70.0 70.0 70.0 90.0 42 57,1 SEA 70T) 90D 48 TOO 700 70.0 90.0 48 57.1 57.1 70A 900 48 30 70.0 70D 70.0 90.0 48 30 57A SEA 70D 90.0 36 70D 70D 70.0 90.0 36 57.1 57.1 70.0 90.0 42 70.0 70.0 70.0 90D 42 5.7.1 57.1 70.0 90.0 48 70.0 70,0 70.0 90.0 44 57.1 57A 70.0 900 102 36 30 70,0 70.0 70.0 90.0 126 1 36 3�.. 60.4 60.4 70.0 90.0 36 70.0 70.0 70.0 90.0 36 57.2 57.2 70D 90.D 42 70.0 70.0 70D 90,0 42 57.1 57.1 700 90D 48 70.0 70D 70D 90,0 48 57.1 57.1 70G 90.0 42 30 70.0 70.0 70D 90.0 42 30 57.1 57.1 70.0 90.0 36 70D 70D 70.0 90D 36 57.1 57.1 70H 90.0 42 70D 70.0 70.0 90.0 42 55,2 55.2 67.6 86.9 48 70.0 70.0 70,0 90.0 48 52.7 52.7 64.7 PEA 48 30 70.0 70.0 70.0 90.0 48 30 55.2 55.2 67.E 86.9 36 70.0 70.0 70D 90.0 36 52.7 52.7 54.7 83.1 42 70.0 70.0 70.0 90.0 38 52D 52.0 63.7 81.9 48 70.0 70.0 70.0 90.0 132 36 30 57.1 57A 70.0 90.0 108 36 30 70.0 70.0 70.0 90.0 36 55.6 55.6 68.2 17.7 36 70.0 70,0 70.0 90.0 _ 42 52.8 52.8 64.7 83.2 42. 70.0 70.0 70.0 90.0 48 50.3 S0.3 61.6 79.2 48 70.0 70.0 70.D 90.0 42 30 52.8 52.8 64.7 83.2 42 30 70.0 70.0 70.D 900 36 50.3 50.3 61.6 79.2 36 70.0 70D 70.0 90.0 42 48.0 48.0 58.8 7SA 42 70.0 70.0 70D 90.0 44 47.3 47.3 57.9 74.5 48 70-0 70.0 70.0 90,0 48 48D 48.0 58.8 7S.6 3(1 70.0 70.0 7b.0 90.0 47.3 47.3 57.9 74.5 48 36 70D 70.0 70.0 90D 138 36_ S1.4 51.4 63D 81H 42 70.D 70.0 70.0 90.0 RMI 48.7 48.7 59.1 76.7 48 57.1 57.1 70.0 ROD 46.2 46C 56.7 72.9 36 30 70.0 70.0 70.0 SOD 41H 44D 13.1 69.4 36 70.0 70.0 70.0 90.0 42 46.2 46.2 56.7 12.9 42 70.0 70A 90.0 36 44D 44.0 53.9 69.4 48 69.8 70.0 90.0 38 43.3 43.3 53.1 68.3 30 70.0 70.0 90.0 48 26 43.3 43.3 53A 68.3 114 42 F633,6 144 664.30 ,Z_5 _71.3 67.5 48 63.6 70.0 900 42 40.7 403 49.9 48 66.6 70.0 90.0 44 40T) 40.0 49.0 63.1 36 63.6 70.0 90.0 [::4;1:: 30 40.7 40.7 49.9 642 57.1 57.1 70-0 90.0 32 40.0 400 49D 63.1 48 57.1 SEA 70.0 90.0 20 400 40.0 49.0 63.1 16 4 DOOR MULLION WITHOUT STEEL REINFORCEMENT DOOR MULLION WITH STEEL REINFORCEMENT TOTAL NO. OF ANCHORS REQUIRED AT DOOR MULLION HEAD AND SILL BY DESIGN PRESSURE YKK OUTSWING DOORS SEE SEPARATE APPROVAL ___ ______________________________ ;. FRAME HEIGHT �fl F -.--- =Fib DOUBLE DOOR WITH TRANSOM WK CIPanafily w"lueN YKK AP AMERICA, INC. t129 HWV 49f dVP0.SS N, Gk.(]RGiF 3102] 478j- 1- FAY (-i- 60Cs. Z O V a Q � C) V G Q T f- ' 7 ¢ c '7' zg i ? o m Q O m m o i O w = N d c REMARKS BY DATE S A OF rx rf!!tlflf ttl'x �' DOOR HEIGHT FL# FL14218 DATE: 01.28.16 DWG. BY: CHK. BY: SM I HFN SCALE NTS DWG.s: YKK164 SHEET: is CONCRETE/MASONRY BY OTHERS TYPICAL INSTALLATION ANCHOR, SEE SPECS BELOW CAULK BETWEEN CONCRETE/MASONRY & 1X WOOD BUCK BY OTHERS 1X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS SILICON SEAL OVER ALL ANCHORS O.A, FRAME EXTERIOR HEIGHT MIN. EDGE DISTANCE, SEE SPECS BELOW (� TYPICAL _ INSTALLATION -. ANCHOR, SEE MIN. EMBEDMENT, SPECS BELOW P. SEE SPECS BELOW 2X WOOD BUCKS OR ---"'` I WOOD STRUCTURE H---""��) _"'- BY OTHERS 3/8 MAX. SHIM PERIMETER _ FOR %o' ANCHORS, SEALANT 1/4' MAX. SHIM BY OTHERS -� FOR S°ANCHORS B SEE GLAZING OPTIONS SHEETS 3,4&5 INTERIOR VERTICAL SECTION HEAD - CONCRETE/MASONRY W/ IX BUCK LIGHT CONFIGURATION SEE GLAZING OPTIONS SHEETS 3,4 &S EXTERIOR MIN. EDGE DISTANCE, SEE SPECS BELOW STEEL OR ALUM. STRUCTURE, BY OTHERS, SEE SPECS MIN. BELOW EMBED., SEE TYPICAL SPECS BELOW INSTALLATION _ I ANCHOR, SEE SPECS BELOW PERIMETER SEALANT MIN. EDGE DISTANCE, SEE SPECS BELOW MIW 3 THREADS 1 PENETRATION 3/8" MAX" SHIM BY OTHERS 3/8" MAX. SHIM B—Uj FOR6/6' ANCHORS, FOR XL," ANCHORS, - 1/4" MAX. SHIM 6 ---- 1/4" MAX. SHIM SILICON SEAL FOR%' ANCHORS SILICON SEAL FOR%" ANCHORS OVER ALL ANCHORS OVER ALL ANCHORS EXTERIOR INTERIOR EXTERIOR INTERIOR VERTICAL SECTION E VERTICAL SECTION HEAD - WOOD FRAMING HEAD - METAL SUBSTRATE TYPICAL INSTALLATION TYPICAL INSTALLATION LIMIT DESIGN LOADS FOR HORIZONTAL AS FOLLOWS MAX HORIZ. SPAN MAX GLASS HEIGHT ABOVE HORIZ- MAX DESIGN LOADS fi0" 57-1/2" 70 EST 60" 84" 52 PSF 66' SS75/16" 44 EST 66" 84" 32 EST 72" 55-15/16" 30 ESE 72" 84" 20 PST DESIGN LOADS SHOWN ABOVE ARE BASED ON MAX. GLASS AREA ABOVE HORIZONTAL, FOR SIZES SMALLER THAN SHOWN ABOVE, ALLOWABLE DESIGN I.. CADS MAY BE CALCULATED SEPARATELY. (A) VERTICAL SECTION HORIZONTAL MEMBER p.A. SEE GLAZING FRAME OPTIONS SHEETS HEIGHT 3, 4 & 5 EXTERIOR i INTERIOR g ( 11 SILICON SEAL 0 ftf OVER ALL ANCHORS R 12 3/8" MAX. SHIM -�- FOR s/6" ANCHORS, 3/8" DIA WEEPS TWO PER 1/4" MAX SHIM LITE AT 8" FROM EACH FOR %a" ANCHORS VERTICAL PERIMETER SEALANT MIT 4.a. BY OTHERS l MIN. EMBEDMENT, TYPICAL INSTALL. ANCHOR, SEE f' a' SEE SPECS AT RIGHT SPECS AT RIGHT CONCRETE/MASONRY-/ �,...,..� MIN" EDGE DIST., BY OTHERS SEE SPECS AT RIGHT VERTICAL SECTION SILL - DIRECT TO CONCRETE/MASONRY LIGHT CONFIGURATION YHS 50 FI ANCHOR TYPES ANCHOR TYPE ANCHOR DESCRIPTION RESllBS'FRATE QUIREMENTS MIN, EMBEDMENT MIN' EDGE NOTES DISTANCE S/16""DIA. TAPCON BYiNJ CONCRETE. AT HEAD, FOR USE (F- 25 KSI, Fy=DR, KSI} SILL OR IAMBS FC= 3000 PSI MIN 1-3/4" 3" THROUGH OR S/16""DIA-ULTRACON BY ELCO OPTIONAL 1X BUCKS, BY C 90 HOLLOW/FILEED A (W .177 KSI, FY"155 NSII BLOCK AT IAMBS F'M = 1" 3" OTHERS 7000 PSI MIN. 5/16 DIA. ULTRACON BY ELCO MIN S.G. = 0.55 WOOD 1-1/2, 1" - (F-177 KSI, Fy=155 KSI} STEEL MISk MIN., THREE STEEL IN 5/16" DIA. SELF DRILLING Fy=36 KSI MIN. THREADS CONTACT WITH 8 SCREWS (GRADE S) ALUM 1/8'"' MIN., PENETRATION 3/4" ALUM. TO BE 6063"TS MfN- PAST METAL STRUCTUNE PLATED OR PAINTED 1/4" DIA. TAPCON BY tTW CONCRETE AT HEAD, SILL OR IAMBS F'C = 1-3/4" 2-1/2' FOP USE (Fu='12S KSI, Fy=100 KSI) OR 3000 PSI MIN. 'TOR OPTIONAL IX C90 HOL60W/FILLED 1/4" DIA. ULTRACON BY LACK BUCKS, BY C (Fu=177 KSI, Fy=15S KSI) BLOCK kT JA.MRSFM= 2000 PSIFA4N- 1-3/4" 2-SJ2" OTHERS 1/4" DIA ULTRACON BY El MIN. S G. = 0.55 WOOD 7-1/2" i" -- (Fu a177 KSI, Fy=155 KSIICO STEEL-12 GA. MIN., 3THREADS STEEL IN D 1/4' DIA-SELF DRILLING Fy=36 ED MIN. PENETRATION CONTACT WITH 3(4" ALUM SCREWS A(606 PASI METALUCTURE -TORE T5MINliv'", 6063-TS MIN STRUCTURE PLATED OR PAINTED 1/4" DIA. DRILLING 1.8 GAMINSTEEL . 1-112" IN 1" IN E REWS SCREWS STUD, FY'-33 KSI MIN. WOOD WOOD WITH WOOD BACKIPdG I cm L14 G y 4}4f>,ES YKK AP AMERICA INC. B9 b SS 1— v 1117 5 , 1111IBa8EW1 e z Z M O p N W Q o 0 O 0 Z z Q a o - O a 3 M 5 y m c a ar 0; o m w} F REMARKS BY DATE A-HOLTZ MEMBER REVISION L5 (i4."20.1 B-GASKET REVISION IS 10-19.1 �� SA OF d "A0��Q® ddddld§Pitt}1'' FL#: FL14218 DATE. 01.28.16 DWG. BY TCHK. BY: SM I HFN SCALE: NTS DWG.#: YKK164 16 ml CONCRETE/MASONRY MIN. EDGE MIN. EDGE DISTANCE, - BY OTHERS DISTANCE, "- -•- SEE SHEET SE TYPICAL INSTALLATION ANCHOR, SEE SHEET 16 H SEE SPECS BELOW ry TYPICAL ..•-- ,•..� MIN EMBED., SEE STEEL OR ALUM. MIN. EDGE DISTANCE, " CAULK BETWEEN l t INSTALLATION .. ___.__.... SEE SHEET 16 STRUCTURE, SEE SHEET 16 CONCRETE/MASONRY & IX WOOD BUCK BY OTHERS 'J MIN. EMBEDMENT, ANCHOR, SEE SPECS BELOW BY OTHERS, SEE SPECS BELOW 1X WOOD BUCK BY OTHERS P. SEE SHEET 16 2X WOOD BUCKS OR TYPICAL WOOD STRUCTURE THREADS EXTERIOR FINISH BY OTHERS ANCHOR, SOEE PI - PENETRATION BY OTHERS - -G-- SPECS BELOW 3/8" MAX. SHIM PERIMETER T I _ PERIMETER SEALANT FOR s/f"ANCHORS, SEALANT 15 PERIMETER 15 BY OTHERS 1/4" MAX.SHIM BV OTHERS SEALANT SILICON SEAL "-- 15 FOR]/4" ANCHORS 3/8' MAX SHIM BY OTHERS 3/8" MAX SHIM OVER ALL ANCHORS 8 �25 FOR sY, ANCHORS, FOR %6" ANCHORS, 8 SEE GLAZING 1/4' MAX. SHIM 8 1/4" MAX SHIM OPTIONS SHEETS SILICON SEAL FORA ANCHORS SILICON SEAL FOR ]'/y' ANCHORS O.A. 3, 4 & 5 OVER ALL ANCHORS OVER ALL ANCHORS FRAME EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR HEIGHT VERTICAL SECTION VERTICAL SECTION� VERTICAL SECTION tJ)� HEAD - CONCRETE/MASONRY W/ 1X BUCK % % HEAD - WOOD FRAMING 7 HEAD - METAL SUBSTRATE `�!/ MEDIUM / HEAVY CONFIGURATION `c TYPICAL INSTALLATION TYPICAL INSTALLATION 1 O.A. FRAME HEIGHT SEE GLAZING OPTIONS SHEETS 3,4&5 EXTERIOR VERTICAL SECTION 7 HORIZONTAL MEMBER SEE GLAZING OPTIONS SHEETS 3,4&5 EXTERIOR ��-- INTERIOR LIMIT DESIGN LOADS FOR HORIZONTAL AS FOLLOWS MRX HORIZ. SPAN MAX GLASS HEIGHT ABOVEHORIZ. MAX DESIGN LOADS 60" 57-1/2" 7OPSF 60" 84" 52PSF 66" 55-15/16 44 PSF 66' 84" 32 PEE 72" 55-15/16' 30 PSF 20 PSF DESIGN LOADS SHOWN ABOVE ARE BASED ON MAX. GLASS AREA ABOVE HORIZONTAL, FOR SIZES SMALLER THAN SHOWN ABOVE, ALLOWABLE DESIGN LOADS MAYBE CALCULATED SEPARATELY. SILICON SEAL OVER ALL ANCHORS " OIA WEEPS TWO PER LITE AT 8" FROM EACH VERTICAL 3/8" MAX. SHIM FOR s/6' ANCHORS, 1/4" MAX. SHIM FOR %4" ANCHORS PERIMETER SEALANT BY OTt1ERS MIN. EMBEDMENT, TYPICAL INSTALL. ANCHOR, SEE ° -'f" •., < SEE SHEET 16 SPECS AT RIGHT - MIN. EDGE DIST,, CONCRETE/MASONRY BY OTHERS �) SEE SHEET 16 VERTICAL SECT_LON SILL - DIRECT TO CONCRETE/MASONRY MEDIUM / HEAVY CONFIGURATION YKK QuafliE"J nqnnas . YKK AP AMERICA, INC. 25 SS GI_ 3.o" "tu�eR]] 3955 FkX. (6IRj&38E001 vPo z zM �o c ✓r `€ - �a a, o O z W ~ e T u O a S �o w 3 oN a d w= ~' F a REMARKS BY DATE A H0121Z. MEMBER REVISION IS O4.20.] a �R SA OF tr O I0P BFY61d Etttsi s. FL #: FL14218 DATE: 01.28.16 DWG. BY CHK. BY sm I HFN SCALE: NTS DWG. A: YKK164 SHEET, 17 CONCRETE/MASONRY BY OTHERS INTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS IX WOOD BUCK BY OTHERS CAULK BETWEEN WOODAND CONCRETE/MASONRY BY OTHERS PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS INTERIOR SEE GLAZING OPTIONS LEFTS 3, 4 & INTERIOR SEE GLAZING OPTIONS - fEETS 3, 4 & 5 IIN10941111 SEE GLAZING OPTIONS -INTERIOR FINISH BY OTHERS �4PERIMETER SEALANT BY OTHERS __CONCRETE/MASONRY BY OTHERS —PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS EXTERIOR EXTERIOR EXTERIOR O.A. FRAME WIDTH G.A. FRAME WIDTH HORIZONTAL SECTION HORIZONTAL SECTION �HORIZONTAL SECTION JAMB - CONCRETE/MASONRY W/ IX BUCK VERTICAL E.TCONFIGURATION'C"MULLION JAMB - DIRECT TO CONCRETE/MASONRY LIGHT CONFIGURATION U' LIGHT LLIGHT CONFIGURATION CONCRETE/MASONRY BY OTHERS INTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS 1X WOOD BUCK BY OTHERS CAULK BETWEEN WOODAND CONCRETE/MASONRY BY OTHERS PERIMETER SEALANT BY OTHERS INTERIOR SEE GLAZING OPTIONS SHEETS 3, 4 & INTERIOR SEE GLAZING OPTIONS — TEETS 3, 4 & 5 INTERIOR INTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS CONCRETE/MASONRY BY OTHERS —-PERIMETER SEALANT BY OTHERS NOTE: OTHERS BY OTHERS PROFILE #8 SHOWN, EXTERIOR PROFILE #I SIMILAR. EXTERIOR O.A. FRAME WIDTH O.A.FRAME WIDTH �HORIZONTAL SECTION (1HORIZOINTAL SECTION MHO RIZONTAL SECTION JAMB - CONCRETE/MASONRY W1 IX BUCK VERTICAL MULLION JAMB- DIRECT TOCONCRETE/MASONRY MEDIUM MEDIUM CONFIGURATION MEDIUM CONFIGURATION INTERIOR EXTERIOR YKVI ap YKK AP AMERICA, INC. 'y lAll N, 111A _" 1,1 1 IAX Kl —1 o c cc r REMARKS BY DATE A -GASKET REVISION IS Ilolq I All III 11T rllll III IE'U' A; cs S A Of to FL 4: FL14218 DATE: 01.28.16 T— DWG. BY: c HK. BY SM I HFN SCALE: NTS DWG-#: YKK164 SHEET: OF 22 _,0 1X WOOD BUCK BY OTHERS CONCRETE/MASONRY INTERIOR INTERIOR BY OTHERS SEE GLAZING OPTIONS SEE GLAZING OPTIONS -INTERIOR KNISH INTERIOR FINISH SHEETS 3, 4 & S SHEETS 3, 4 & 5 BY OTHERS BY OTHERS a PERIMETER SEALANT -- -- -- -- . PERIMETER SEALANT BY OTHERS 8Y OTHERS CAULK BETWEEN WOOD& °, TYP. INSTALLATION CONCRETE/MASONRY --- ANCHOR, SEE BY OTHERS SHEETS16 TYP. INSTALL. CONCRETE OR ANCHOR, `—MASONRY SEESHEETS BY OTHERS 16 l PERIMETER PERIMETER _ J --- -- — - --- SEALANT SEALANT BY OTHERS BY OTHERS 6 4 7 3 1 5 EXTERIOR FINISH EXTERIOR FINISH BY OTHERS EXTERIOR EXTERIOR EXTERIOR BY OTHERS i 3/8" MAX. SHIM 3/8" MAX. SHIM FOR%,"ANCHORS, 1/4" MAX. SHIM1/4" O.A.FRAME WIDTH —�-- -�— O.A.FRAMEWIDTH —�-_ __ FOR s/,`ANCHORS, MAX. SHIM FOR Y4" ANCHORS FOR'"ANCHORS (S HORIZONTAL SECTION /HORIZONTAL SECTION Z_ONTAL SECTION N. IAMB - CONCRETE/MASONRY W/ 7X BUCK VERTICAL MULLION g IAMB - DIRECT TO CONCRETE/MASONRY HEAVY CONFIGURATION HEAVY CONFIGURATION HEAVY CONFIGURATION YKK ap If axe m".. YKK AP AMERICA, INC. lq5� FaR H. w781277 z rs,sib�3,.6— zm e a , - z SEE GLAZING OPTIONS SHEETS 3,4&5 N o SEE SEPARATE APPROVAL FOR DOOR RATINGS & 6ETAILS REMARKS BY DALE -� _ — — J f •s a Irolig k clingo 1 min + s++ s E �<`•} . Eft . 7 7 cs c q OF ®mac. 0 C� �g B€dP1686Fl L1 �" FL #: FL14218 DATE: 01.28.16 DWGC(^BgqY:qq CHK(u. BY:pp`� 3M _ F iFPV SCALE: NT5 --- DwG.n: YKK164 SHEET: lg OF 22 ( ITEM PART NO. DESCRIPTION MATERIAL 1 E9-0663 JAMB/VERTICAL 6063-TS 2 3 4 E9-0655 E30665 F9 0656 SHALLOW POCKET FILLER 6063-TS FIEAVY DUTY VERTICAL 6063-T5 DEEP POCKET FILLER 6063-T5 5 ES-1069 FLAT FILLER AT PETIME 71 R ANCHOR 6063-TS 6 7 E9-0662 ES-1062 HEAD/JAMB 6063-T5 STEEL CHANNEL (1-1/2" X 4-1/2" X 3/1C A36 STEEL 8 E9-0651 I HEAD / JAMB / VERTICAL 6063-T6 9 E9-0658 GLASS STOP 6063-TS 10 E9-0653 HORIZONTAL 6063-TS 11 E9-0664 SILL(UP TO±50 PSF( 6063-TS 12 E9-0625 SILL FLASHING (UP 10-_50 PSF) 6063-T5 13 E9-0652 SILL (UP TO+70/-90 ESE) 6063-T5 14 E.9-0619 SILL FLASHING (UP TO+70/-90 PSF) 6063-TS 15 ES-1073 ANCHOR FILLER 6063-TS 16 E9-0504 DOOR JAMB 0/P 6063-T6 17 F9-0688 EXPANSION MU(.LION(FEMALFi 5063-T6 18 19 20 2 22 r 23 E9-0689 E1-0165 E9-0659 E9-0657 E9 0660 E20084 EXPANSION MULLION (MALE) 6063-T6 STEEL REINFORCEMENT BAR (4"X1/8) STEEL 90" CORNER MULLION 6063-T5 CORNER MULLION FILLER 6063-(5 135" CORNER MULLION 6063-T5 INTERIOR SILICONE SPACER Ell SCONE 24 E?.-0095 SETTING BLOCK EPD A GO-I5) r 25 26 F.2-0088 E2-0083 INTERIOR GLAZING GASKET EPDM EXTERIOR GLAZING CASKET EPDM 27 111611 HEAVY DUTY LLI MUON 6063-T6 28 K2-2441 WEATHERING GASKET EPDM FF—�l 0,0901, 5.000" 1.750" �-� �--• 2-500" -�-� HEAVY DUTY VERTICAL 4.500" ---1 I--- 1.500" STEEL CHANNEL (1-1/2" X 4-1/2" X 3/16") ti -- 0.078" 5.000" 1.7{}50" I �--� 2500" / , t JAMB/VERTICAL --{I-- 0.079" 1.750" 3.898" ,390" DEEP POCKET FILLER f5.0001, ----`-) — 0.08s' 2,500" FIL'AFF —�-I 1.7501, ---- / 8 t HEAD/JAMB/VERTICAL T0.063" 9 1.496" 3.898" I . 86" (,- ) FLAT FILLER AT PERIMETER ANCHOR / GLASS STOP ��--- 0.07 k{I9" 1.750" 3.89$" �799" / 2 >s SHALLOW POCKET FILLER -�— 0.079" 5.000" 1.75 0" L7 �-'- 2.500" / 6 } HEAD/JAMB 4969" 0.071" 10 HORIZONTAL ap4.iS F§�F'y npre. YKK AP AMERICA, INC. I'll I-- III- U>E1_19" fAX. (E ]ele:fe.6ca. Z m It 05 O� < I, ~ Z Z Q W Y m m OF a wY G U REMARKS BY DATE oowr tils4or — IH I�1.111nwT. �,d E po - �? NJ A S7 OF X fytt 16ii1 kAi.1V. FL #: FL14218 DATE: 01.28.16 DWG. BY: CHK. BY SM I HFN SCALE: NTT DWG.#: YKK164 4.969" 0.079" Lf 2.500" 11 SILL (UP TO±50 PSF) 6" 0.079" —I 15 ANCHOR FILLER L gV, 5.000" 1 20 90 DEGREE CORNER MULLION 0.079" 2.50 0" I 5.250" 12 SILL FLASHING (UP TO ± 50 PSF) 0.079" --- -- f 2.500" -- 4.969" - 13 SILL (UP TO +70/-90 PSF) 0.125" A � 0.063" 2500" I1 5252" 14 SILL FLASHING (UP TO +70/-90 PSF) 0.193" -�-- 0.091" 0.094" -- .091" 5.000" y (75.000" I— 2.500" — —»-{ (--- 1.281" 1.281" 16 DOOR JAMB O/P 17 EXPANSION MULLION (FEMALE) 18 EXPANSION MULLION (MALE) 21 90 DEGREE CORNER MULLION FILLER I 0 5.761" T- .125" �53 Z2 135 DEGREE CORNER MULLION 4.000" —�-j �--- 0.125" 19 STEEL REINFORCEMENT BAR 0,197" 5.000" 0.091^ �—° 2.500° —� 27 HEAVY DUTY MULLION ap "spres YKK AP AMERICA, INC. 1111H.yza1 YP— VN'. (a J8121> ]lti5 fAX'. f�>81036-6001 U � Z-y- � z =o o =P G� u m m LLB` o � r � REMARKS BV DATE *€ 1 ' 1a* EL P: FL14218 DATE: 01.28.16 DWG. BY: CHK. BY SM I HFN SCALE NTS DwG. a: YKK164 SHEET: JJ�� L�2 OF 22 Mr. lose Archila YKK AP America Dear Mr. Ardhib: E2-0083 / TR-6096E is made of 60 +/-5 Durometer Dense EPDM. This rubber extrusion material has been tested in ?ccordance with ASTM C 864, Option II specifications. The die drawing and spec data sheet for this material is attachei for your reference. E2-0088 / TR-6151E is made of Closed -Cellular EPDM. This rubber extrusion material has been tested in accordance with ASTM[50lOption Dspecifications. The die drawing and spec data sheet for this material isattached for your reference. Laboratory test results for the above -mentioned materials are attached for your reference. Sincerely, An T.M. Company "Progress Through Innovation, Technology and Customer Satisfaction"' AKRON RuBBER DEVELOPMENT LABORATORY, INC. 2887 Gilchrist Road - Akron, Ohio 44305 August 26, 2002 1-800-830-ARDL - (330) 794-6600 - FAX (330) 794-6610 Websfte: wwwardLoom - E-mail: lnfo@ardi.com TAweo TEST REPORT - Mr. John Wegman Tremco, Inc. 1451 Jacobson Avenue Ashland, Ohio 44805 All A2LA ACCREDITED LABORATORY MEMBER OF ACIL: THE ASSOCIATION OF INDEPENDENT SCIENTIFIC, MEMBER ENGINEERING AND TESTING FIRMS ISO 9001 Registered - Letisn and rapoeq ors Wr 0 "Clushat use of the Clients to addressed and x=%r's Dt"lowntnt ,=:CW In full, without the written pornUslon of Akron Rubber AborAlorY. Im. The InformUon contained heroin applies to the spectft 'nalodat products or p god. No warranty 11 any kind Is heroin con6buked Q'InVils. liability The Akron Rubber Development Laboratory, Inc. shad) be OrnIted to the atrount of constdarafton paid for sorvios. AXLA co't."k. nun'bra . 255,01 &255,02. "Progress Through Innovation, Technology and Customer Satisfactionoy Page I of 2- PN# 49424A AKRON RuBBER DEVELOPMENT LABORATORY, INC. 2887 GJlchdst Road - Akron, Ohio 44305 August26,2002 1-800-830-ARDL - (330)794-6600-. FnA)((330)794-6610 Mr. John Wegman Website: www.ardl.00m - E-mail: lhfo@ardl.00m Tremco, Inc. .1451 Jacobson Avenue Ashland, Ohio 44805 I§_UBJECT. Physical testing on material submitted by the above compa I IRECEIVED: Five (5) slabs and six (6) compression buttons identified as WJT 7523, ORIGINAL PHYSICAL PRQPF' ERTIES - ASTM D 412-98a- D 2240-02 Die C dumbbells tested at 20 in/min, RESULTS fl9QUjflEM_ENTS PASS/FAIL Shore A Durometer, points 63 60 ± 5 Pass .Tensile Strength, psi 1800 1600 min. Pass Ultimate Elongation, % 560 260 min. Pass HEAT -AGED PROPERTIES - ARTM D 573.99 Specimens aged 70 hrs. @ 100°C in a forced air oven. R9§.Q_LTq REQWREMENTS 'PASS/FAIL Durometer, point change +5 +10 max. Pass Tensile Strength, % change -6.9 -15 max, Pass Elongation, % change -31.2 -40 max. Pass COMPRESSION SIFT- ASTU D 395.98 METHOD B �defiectlon, Specimens aged 22 hrs. @ I 00"'C, 25% Yz hr, recovery. RESULTS REQUIREMENTS PASaffAIL Compression Set, % 181 30 max. Pass Page 2 of 2® PN# 49424A August 26,2002 Mr. John Wegman Tremco, Inc. AN 1, MAN I RESULTS REQUI!39MgNTS PAES/FAIL No cracks No cracks Pass In Inutnanol, inen testecl perparaw., RESULTS REQUIREMENT� E6g.�q/FAIL No cracks No specimen shall crack Pass Specimens tested at 20 in/min. RESULTS L REQUIREMENTS PASS/FAIL Tear Strength, ppi 165 150 min. Pass SIAININQ OF SURFACE, ASTM D 92"8(00), METHOD B Procedure: Y2* x I" specimens exposed 48 hrs, ten Inches below a 275 W, type RS UV bulb Test Surface:, White Automotive Grade Enamel RESULTS REQUIREMENTS EASS/FAIL No migration stain No migration stain Pass ti Kle ect Te nician AKRON RUBBER DEVELOPMENT LABORATORY, N# 49424A .:/JD/sc Ji ru mond mm' i INC, Physical Testing Manager M EXCEL M—A.YrVNMK-* August 11, 2004 010 MI M, I I a W. MIS W-WALUt I AX*1,M 11 k M A a F 4W Mj t.-M V "NAWV1 MY1 1111P VIV4 10, 1 I.M Mvp V-1 ra"MAVVIP-9 %TMO MIMLMV Z Capital. The name of our new entity is Excel Polymers, LLC. We remain committed to the rubber compounding, performance additives and rolls businesses. The entire team and the existing manufacturing facilities will continue to serve your needs. We are very excited about operating our business as an independent company. With the support of & "if I 111MM MEMO - Our goal is to make this transition as transparent as possible to you. We are not changing the I which support our business. Our mission at Excel Polymers will be to cultivate an environment that focuses on you, the customer. In the current environment of high inflation, raw material shortages and mounting global competitiveness, our primary purpose is to protect your franchise and to help you compete more effectively. The world expects more speed, doing more with less every day and innovation to create continued growth. Simply put, we must wake up every day with a "can do" attitude. For the last 10 months, we've been focused on supporting your business as well as going through the sale process. In addition, we have supported our global customers with new operations in China and the United Kingdom. Our full energies are now driven to ensure our mutual success. We want to take this opportunity to thank you for your continued support and loyalty during this period, Excel Polymers is a customer -driven business. We appreciate your business and took forward to doing great things together. /V /X 614- John E. Quinn Ron Chase Steve Nieto President and CEO V.P. Compounding Sales V.P. Specialty Products Excel Polymers LLC / 6521 Davis Industrial Parkway / Solon, OH 44139 1 1,800,237.8649 / www.excel-polymers.com Y2 THE AMERICAN ASSOCIATION FORLABORATORY ACCREDITATION ACCREDITED LABORATORY A21-A has accredited EXCEL POLYMERS, LLC Burton, OH for technical competence in the field of Mechanical Testing The accreditation covers the specific tests and types of tests listed on the agreed scope of accreditation. This laboratory meets the requirements of ISOAEG 17025 - 1999 "General Requirements for the Competence of Testing and Calibration Laboratories" and any additional program requirements in the identified field of testing. Presented this 27"' day of July 2005, SC -AL Presadeht tsa For the Accreditation Council Certificate NUMB 0121.01 Valid to June 30, 2007 Revised May 9, 2007 For tests or types of tests to which this accreditation applies, please refer to the laboratory's Mechanical Scope of Accreditation, JUn.12. 20 0 / 5 : 02PM N a. 2 18 '-) 1- '313 Z, 13 SCOPE OF ACCREDITATION TO ISOAl C 17025-1999 14330 Kinsman Road Burton, 014 44021-0366 LynnMoIntyre Phone: 440 8345539 MECHANICAL Valid To: June 30, 2007 Certificate Number: 0121.01 In recognition of the gitooegsful completion of tire A2LA evaluation process, accreditation is granted to this laboratory to pcdonn the following automotive tests on rubber; -4ASTM D297 Specific Gravity (Section 163) ASTM D395 Rubber Property - Compression Set (Part B) STM D412 Rubber Propertics in Tension (Strength, lvlodulus & Elongation) t,/ASTM D471 Rubber Property - Effect of Liquids ASTM D51 8 Rubber Deterioration - Surface Cracking ASTM D573 Rubber Deterioration in an Air Oven ASTM D575 Rubber Properties in Compression ASTMD624 Rubber Property - Tear Resistance ASTMD865 Rubber Deterioration by Heating in Air (Test Tubr Rnclosixrc) ASTM D925 Rubber Property - Staining of Surfaces (Methods A & B) ASTM DI 149 Rubber Deterioration - Surface Ozone Cracking (Flat Spccirnons) ASTM D 1171 Rubber Deterioration - Surface Ozone Cracking (Triangular) >STM D 1229 Rubber Property - Compression Set at LoNv Temperatures —,-ASTM D 1646 Viscosity & Vulcanization C'haractcristics (Mooney Viscometer) ---'ASTM D20 84 Rubbed Property - Vuloanization. (Oscillating Disk Cure Mctcr) ASTM D2137 Rubber Property - Brittleness Point ASTM D2240 Rubber Property - Duxometer Hardness (Shoro A) ASTM D2632 Rubber Property - Resilience (Vertical Rebound) e./ASTM D5289 Rubber Property - Vulcanization (MQ'Ving Die Care Meter) Burton Development Laboratory Test Mcdiod 01001 Procedures for Mixing Compounds and Preparing Valcm-sized Shoet-q (A2LA Cart. No. 0121,01) 07/27/2005 Page I of I MRR.25.2002 B-22RM MR HANNA RUBBER COMP, N0.971 P.2 ................... Development Lab Test Report -Z. 14t Project Number- Poly0ne Elastomers Development Laboratory Originator BILL TOTH 14330 Kinsman Road - PO Box 366 Customer: TREMCO Burton, OH 44021-0366 Compound: WJT-5559*4 JAP31&1 Date; 3/16102 MM 80C Number: 11420 Aew, Attn: JOHN WEGMAN specification: C-509 SPECIFICATION RESULT D1066:Comp reslive Modulus, Cured Stk 25% Compression Molulus 13 - 24 PSI 18 D395-98, Method B; (2-PLY) 22 HRS. Q 70®C 30% MAX 28.7% D865-99 Test Tube Aging 70 HRS C 100°C 25% Compression Molulus 01+10 PSI 3 % LENGTH CHANGE -0.7% D471-98 Fluid Immersion in H2O 24 HRS @ 23°C % WEIGHT CHANGE 5% 3.3% Low Temperature Briftleness Flex FLEX IN JIG PER ASTM C-609 NO CRACKS PAJ Ozone DI 149-99; Conditioned for M HRS before exposure NO CRACKS SAMPLES STRAI N ED 40% 7FSTED 100 HRS 400C & 100 Development Lab Test Report (Burton A21-A) Effective Date: 8/1712001 Page 1 of 3 MAR. 25-20M, 8: 23W MR HrtM RUMER comp NO. 971 P. 3 ........ Development Lab Test Report Project Number- PoIyOne Elastomers Development Laboratory Originator BILL TOTH 14330 Ignsman Road PO -Box 366 Customer TREMCO Burton, OH 44021-0366 Compoun& WJT-5659 #4 Data: 3/15/02 ;- _tt7u �- - DATE: U23102 DATE: 3 / d 'r I,. I_ Development Lab Test Report (Burton A2LA) Effective Date. 8/17/20o1 Page 2 of 3 51 3/1/2021 Florida Building Code Online A0=1W.9m, Z�Z= BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search da Product Approval bpr 4 USER: Public User EI2AuLct Approval Menu , Product or Ap_pj— caLor, Search p cajon List , Application Detail — LA_pj FL # FL14218-RII Application Type Revision w" MI. 11,11 Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email YKK AP America 1229 Hwy 441 Bypass -1A Dublin, CA 31021 (678) 838-6044 heatherevans@ykkap.com 0 A Authorized Signature Hermes Norero fbc@buildingdrops.com Technical Representative Heather Evans Address/Phone/Email 1229 Hwy 441 Bypass Dublin, GA 31021 (678) 838-6044 heatherevans@ykkap.com Quality Assurance Representative Heather Evans Address/Phone/Email 1229 Hwy 441 Bypass Dublin, GA 31021 (678) 838-6044 heatherevans@ykkap.corn Category Panel Walls Subcategory Storefronts Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2023 Validated By Zachary R. Priest, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL14218 R11 COI COI YKK SS 2020-07-27.p�jf Standard Year AAMA 501 2015 ASTM E1886 2013 ASTM E1996 2017 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://www.floridabuilding.org/pr/pr�_app_dti.aspx?param=wGEVXQwtDquDEJErtOSCevibDFkr5aIMGkO4eVOhXJFHAFSBWAmeBA`/`3d`/`3d 1/4 3/1/2021 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/02/2020 Date Validated 09/27/2020 Date Pending FBC Approval 10/03/2020 Date Approved 12/15/2020 Summary of Products FL # 1 Model, Number or Name 14218.1 YHS 50 F1 Aluminum Storefront System - Outside Glazed (HVHZ) (Missile Level E) Limits of Use Approved for use in HVHZ; Yes Approved for use outside HVHZ, Yes Impact Resistant: Yes Design Pressure: N/A Other: This Approval is for Missile Level E Impact Resistance. See included drawings for design pressure tables. 14218.2 YHS 50 FI Aluminum Storefront System - Inside Glazed (HVHZ) � (Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure; N/A Other: This Approval is for Large and Small Missile Impact Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. See included drawings for design pressure tables. 14218.3 YHS 50 FI Aluminum Storefront System - Inside Glazed (WZ3) � (Impact) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: This Approval is for Large and Small Missile Impact Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. See included drawings for design pressure tables, 14218.4 YHS 50 FT Aluminum Storefront System - Outside Glazed (HVHZ) (Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: This Approval is for Large and Small Missile Impact Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. See included drawings for design pressure tables. 14218.5 YHS 50 FI Aluminum Storefront System - Outside Glazed (WZ3) (Impact) Limits of Use Approved for use in HVHZ: No Description YHS 50 FI Aluminum Storefront System - Outside Glazed (HVHZ) (Missile Level E) Installation Instructions FL14218 R11 11 YKK191 SS 2020-08-11 PAf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party; Yes Evaluation Reports FL14218 R11 AE PER6943 SS 2020-08-31.pAf FL14218 R11 AE YHS 50 FI, 0 FS, 50 TU - Gasket Lqtter.p�qf Created by Independent Third Party: Yes YHS 50 FI Aluminum Storefront System - Inside Glazed (HVHZ) (Impact) Installation Instructions P-If Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14218 R11 AE PER6939 SS 2020j08-_28.p f FL14218 R11 AE _YHS 50 FI, 50 FS, 5D-jQ Gasket Letter.p -f Created by Independent Third Party: Yes YHS 50 FI Aluminum Storefront System - Inside Glazed (WZ3) (Impact) Installation Instructions FL14218 R11 11 YKK165 SS 2020-03_:3_1pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14218 R11 AE PER6940 SS 2020-08-28 pdjf FL142i8 Ril AE YHS 50 FI, 50 FS, 50 TU Gasket Letter. pff Created by Independent Third Party: Yes YHS 50 FI Aluminum Storefront System - Outside Glazed (HVHZ) (Impact) Installation Instructions FL14218 R11 11 YKK159 SS 2020-08-31.p2c)_f Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports pdf FL14218 Rll AE YHS SO FI, C FS, a < tt�er. p.U_ f Created by Independent Third Party: Yes YHS 50 FI Aluminum Storefront System - Outside Glazed (WZ3) (Impact) Installation Instructions Ulf https://www.floridabuilding.org/pr/pr_app_dtl,aspx?param=wGEVXQwtDq uDEJ ErtOSCevlbDFkr5al MGk04eVOhXJF HAFSBWAmeBA%3d%3d 2/4 3/1/2021 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: This Approval is for Large and Small Missile Impact Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. See included drawings for design pressure tables. 14218.6 YHS SO FS Aluminum Storefront System - Inside Glazed (HVHZ) (Impact) Limits of Use Approved for use in HVHZ; Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other- This Approval is for Large and Small Missile Impact Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. See included drawings for design pressure tables. 14218.7 YHS 50 FS Aluminum Storefront I System - Inside Glazed (WZ3) 1 (Impact) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: This Approval is for Large and Small Missile Impact Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. See included drawings for design pressure tables. 14218.8 • YHS 50 FS Aluminum Storefront System, - Outside Glazed (HVHZ) (Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: This Approval is for Large and Small Missile Impact Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. See included drawings for design pressure tables, 14218.9 j YHS 50 FS Aluminum Storefront System - Outside Glazed (WZ3) (Impact) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: This Approval is for Large and Small Missile Impact Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. See included drawings for design pressure tables. 14218.10 YHS 50 TU Aluminum Storefront System - Inside Glazed (HVHZ) (Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure; N/A Other: This Approval is for Large and Small Missile Impact Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. Use Azon Polyurethane for thermal brake material. See included drawings for design pressure tables. 14218.11 YHS 50 TU Aluminum Storefront System - Inside Glazed (WZ3) (Impact) Limits of Use Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14218 R11 AE PER6942 SS 2020 08 Of FL14218 R11 AE jUa 50 FI SQ FS, 50 TU - Gasket LgLtg_r.p_qf Created by Independent Third Party: Yes YHS 50 FS Aluminum Storefront System - Inside Glazed (HVHZ) (Impact) Installation Instructions FL14218 R11 II YKK163 SS 2 2 -QR-31pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports P.9-f FL14218 R11 AE YHS 50 FI,dO FS, 50 TU - Gasket Letter pAf Created by Independent Third Party: Yes YHS 50 FS Aluminum Storefront System - Inside Glazed (WZ3) (Impact) Installation Instructions FL14218 R11 II YKK168 SS 2Q20-Q8 129iff Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports 1`114218 R11 AE PER6947 SS 2020-nR-31pof FL14218 R11 AE YHS 50 FI,_5DFs, 50 TU - Gasket Lgjter&df Created by Independent Third Party: Yes YHS 50 FS Aluminum Storefront System - Outside Glazed (HVHZ) (Impact) Installation Instructions F1-1421$ R11 11 YKK162 SS 2020-08-31pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FLi4218 R11 AE FL14218 YHS SO FI FS TU - PER (iEasket).p�df FL1421� R11 AE PER 944 Sz 2 2 -QR-3l p_df Created by Independent Third Party: Yes YHS 50 FS Aluminum Storefront System - Outside Glazed (WZ3) (Impact) Installation Instructions F11421� R11 11 YKK167 SS 2 20-OR-3j pAf Verified By: Hermes F. Norero, P.E. Florida RE, 73778 Created by Independent Third Party: Yes Evaluation Reports F114218 R11 AE FL14218 - YHS 50 FT F-, T1 I - PER .(aask gj),pgf F114218 R11 AE PER6945 SS 202Oz28-31.pAf Created by Independent Third Party: Yes YHS 50 TU Aluminum Storefront System - Inside Glazed (HVHZ) (Impact) Installation Instructions FL14218 R11 II YKK199 SS 2020-08-31.pd Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports 0—f F114218 R11 AE YHS 50 FI,_jj0 FS, SO TU - Gasket Letter.pd Created by Independent Third Party: Yes YHS 50 TU Aluminum Storefront System - Inside Glazed (WZ3) (Impact) Installation Instructions httpslllwww.floridabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQwtDquDEJErtOSCevibDFkr5alMGkO4eVOhXJFHAFSBWAmeBA`/`3d`/`3d 3/4 3/1 /2021 Florida Building Code Online Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: This Approval is for Large and Small Missile Impact Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. Use Azon Polyurethane for thermal brake material. See included drawings for design pressure tables. 14218.12 YHS 50 TU Aluminum Storefront System - Outside Glazed (HVHZ) (Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: This Approval is for Large and Small Missile Impact Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. Use Azon Polyurethane for thermal brake material. See included drawings for design pressure tables. 14218.13 ; YHS 50 TU Aluminum Storefront System - Outside Glazed (WZ3) i (Impact) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: This Approval is for Large and Small Missile Impact Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. Use Azon Polyurethane for thermal brake material. See included drawings for design pressure tables. FI_14218 R11 II YKK2QQ $S 2020 0 02.Ulf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14218 g11 A� PER6951�S0202 08-31p.df FL14218 Rif AE YHS 50 FI, 50 FS,_SO TU - Gasket Letter.pdf Created by Independent Third Party: Yes YHS 50 TU Aluminum Storefront System - Outside Glazed (HVHZ) (Impact) Installation Instructions FL14218 R11 II YKK161 SS 2020 08 31,pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14218 RI1 AE FL1421$ -YHS 50 FI FS TU - PF_R (Gasket).pdf FL14218 R11 A� PER694Q SS 2020 08-31 Of Created by Independent Third Party: Yes YHS 50 TU Aluminum Storefront System - Outside Glazed (WZ3) (Impact) Installation Instructions FL14218 R11 II Y�K16Q SS 207� 08 31 Verified By: Hermes F, Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14218 R11 AE FL14218 - YHS 50 FI FS TU -PER ( asket)_pdf FL14218 R11 AE PER6949 SS 2020 08-31.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 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(i), 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 emads 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 Approval Accepts: MCIMEEM Credit Car Safi' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquDEJErtOSCevlbDFkr5alMGkO4eVOhXJFHAFSBWAmeBA°/a3d%3d 4/4 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 Certificate of Authorization: 29578 954399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report mo YKK AP America, Inc. YHS 50 F1 OG Aluminum Storefront System (WZ3) (impact) 10 FL# FL14218 Report No. 6942 Current Florida Building Code Method: 1 — D (Engineering Evaluation) Category: Panel Walls Sub — Category: Storefronts Product: YHS 50 FI OG Aluminum Storefront System Materials: Aluminum 6063-TS Product Dimensions: See Installation Instructions, YKK164 Prepared for: YKip AP America, Inc. 1229 Hwy 441 Bypass Dublin, GA 31021 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer# 73778 Date: 07/02/2020 Contents: Evaluation Report Pages 1 — 4 0 E 0 N 7 -'o S OF 0 'o(\ 0 0 Hermes F. Norero, P.E. Florida No. 73778 BUILDING �� m�'m—�� APerfect Solution inEvery Drop! Certificate nfAuthorization: 29578 Manufacturer: YKNAPAmerica, Inc. Compliance Method: State Product Approval Method (1)(d) Product Name: YHS 50 FI OG Aluminum Storefront System Scope: This isaProduct Evaluation Report issued byHermes F.Noren\P.E.(FL #73778) for YKKAP America, Inc. based on Method id of the State of Florida Product Approval, Department of Business and Professional Regulation Florida Building Commission. Hermes F.Noren4P.E.does not have nor will acquire financial interest inthe company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions YKK164, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, elckqdingthe "High Velocity Hurricane Zone" (HVHZ), 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond vvaU dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16nfthe current Florida Building Code and does not reguire an impact resistant covering inWind Zone 3orless. 4. When used in areas requiring wind borne debris protection this product complies with Chapter 16ofthe current Florida Building Code and does reguire�animpact resistant covering inWind Zone 4. 5. Site conditions that deviate from the details ofdrawing YKK164 require further engineering analysis byalicensed engineer urregistered architect. 6. See Installation Instructions YKK164 for size and design pressure limitations. Hermes F.Woreno,P£ Florida No. 73778 BUILDING �� m—~� APerfect Solution in Every Drop! Certificate ufAuthorization: z957o Quality Assurance: The manufacturer has demonstrated compliance ofmanufacture ofproductsin accordance with the current Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through Architectural Testing, Inc. (F8COrganization #0UAl844). Performance Standards: The product described herein has been evaluated per: * AAMA501,l5 • A5TW1ElQ8G-13a • ASTMEl997-17 = TASIO1'94 w TAS2O2-94 • TASl83'94 1, Product Testing performed by Architectural Testing, Inc. - Tampa Reports Signed and Sealed by Justin P. McDonald, FL PE No. 77418 l Product Testing performed by Architectural Testing, Inc. —Uthia Springs (FB[Organization #TST3O9Z) Report #:E8971.O2-5SO-18,Report Date: 11/89/15 Report #:E8971.0]'55U-18'Report Date: 11/0S/15 Report #:E8971D7-S5O-18,Report Date: 1I/O4/15 Reports Signed and Sealed byJustin P. McDonald, FLPENo. y7418 3. Product Testing performed by Hurricane Testing Laboratory (FBCOrganization #TST38g2) Report #:UZ31-O601-Ol'Report Date: 08/0Z/O1 Report #:O231'l0O7-OD'Report Date: O5/O7/O9 Report #:U23l-120B'UO'Report Date: 07/13/O9 Reports Signed and Sealed byVinulAbraham, FLPENo. 5382O 4. Product Testing performed byAmerican Test Lab mf South Florida, Inc. (F8COrganization #TST3782) Report #:O8OlO1-O6,Report Date: 11/16/O6 Report Signed and Sealed byHenry Hattem'FLPENo. 1437] Architectural Testing, Inc. Hermes F.Nonen\PZ. Florida No. 73778 BUILDING ��A� ��mw~mm—�� APerfect Solution inEvery Drop! Certificate of Authorization: 29578 6 Material Certification Miami -Dade County Notice of Acceptance KuramayAmerica Inc (Previously DuPont) 5entryQas|nter|ayer Trusifo|PVB|ntedayer T Material Certification Miami -Dade County Notice of Acceptance Eastman Chemical Company Saf|ec[P(VancevaComposites) PVB|ntedayer Various test standards have been evaluated for differences intest methodo|ogy, ifany, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. YKK AP America, Inc. has tested their products to the following test standard l) ASTIVIE283,ASTIVIE33qASTK4EI31,TAS302-94 2) ASTIVIElQO6-05 3) AI7K8E1996'U5 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: l) AAMA5U1-lS 2) ASTIVIE1O8G'13a After review ofthe above mentioned referenced standards and editions, ithas been found that the results and tests carried out meet the requirements for compliance. All referenced standards have been found tobeequivalent. Refer to Installation Instructions (YKK164) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (YKK164) for design pressures based on size, configuration, and glass types. Hermes F.Noren\Pf. Florida No. 7377O Page 4of4 INSTALLATION NOTES: 1, SEE SHEET 16 & 17 FOR ANCHOR TYPE REQUIREMENTS, MINIMUM EMBEDMENTS, AND MINIMUM EDGE DISTANCES. ALL ANCHOR REQUIREMENTS MUST BE ADHERED TO. ANY DEVIATIONS FROM ANCHOR REQUIREMENTS REQUIRES SEPARATE EVALUATION AND APPROVAL, 2. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, 3. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 4. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/21NCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 5, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARI NO SHIM 5). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 6. MINIMUM EM BEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 9. INS FALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 055. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. MASONRY - CMU UNI F STRENGTH CONFORMS TO AS"FM C-90, WITH MIN, COMPRESSIVE STRENGTH OF 2000 PSI AND GROU T CONFORMS TO ASTM C 476, MIN. GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. STEEL- MINIMUM YIELD STRENGTH OF 36 KSI, MINIMUM 12 GA. WALL THICKNESS. E. STEEL - MINIMUM YIELD STRENGTH OF 36 KSI, MINIMUM 18 GA. WALL THICKNESS WITH 2X WOOD BACKING. P. ALUMINUM - MINIMUM 1/8 INCH THICK 6063-T5 ALUMINUM. 1 An I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 203-94 • AAMA 501-15 • ASTM E1886-13a • ASTM E1996-17 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION, 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL. CONDITIONS FOR ASPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALT.. PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5. APPROVED IMPACT" PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE IN WINO ZONES 3 OR LESS. SEE SHEETS 3, 4 & 5 FOR LMI AND SEAL GLASS TYPES. 6. STOREFRONT FRAME MATERIAL: ALUMINUM 6063-F5 7, ALL STRUCTURAL MATERIALS & DISSIMILAR METALS SHALL BE PROTECTED,TREATED, PAINTED, COATED, AND/OR ISOLATED AS REQUIRED IN THE APPLICABLE SECTIONS OF THE CURRENT FLORIDA BUILDING CODE. AND REFERENCED DESIGN SPECIFICATIONS, 8, GLASS SHALL MEET THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEETS 3, 4 & 5 FOR GLAZING DETAILS. TABLE OF CONTENTS SHEET SHEET DESCRIPTION 1 INSTALLATION & GENERAL NOTES 2 ELEVATION & ANCHOR LAYOUT 3 SMI GLAZING DETAILS 4 LMI GLAZING DETAILS S SA LMI GLAZING DETAILS GLAZING DETAILS (MISSILE LEVEL E) 6 LIGHT MULLION TABLES 7 MEDIUM MULLION TABLES 8 HEAVY MULLION TABLES 9 EXPANSION MULLION TABLES 10 SMI HEAVY MULLION TABLES 11 CORNER MULLION TABLES 7.2 TYPE A & 8 ANCHOR TABLES 13 TYPE C 0 & E ANCHOR TABLES 14 DOOR MULLION TABLE 15 DOOR MULLION TABLES IT) 16 VERTICAL SECTIONS & ANCHOR DESCRIPTIONS 17 VERTICAL SECTIONS 18 LIGHT & MEDIUM MULLION HORIZONTAL SECTIONS 19 HEAVY MULLION HORIZONTAL SECTIONS 20 CORNER MULLION HORIZONTAL SECTIONS 21 COMPONENTS & BILL OF MATERIALS 22 COMPONENTS INSTRUCTIONS FOR USE. 1. DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BLDG, HEIGHT, 'HIND ZONE USING APPLICABLE ASCE 7 STANDARD, 2, SEE CHARTS ON SHEETS 3, 4 & 5 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. 3, CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEETS 6, 7, 8, 9, 10 & 11 FOR STORE FRONT MULLION AND SHEETS 14 & 15 FOR DOOR MULLION, THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. 4. USING CHART ON SHEET 12 & 13 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE, S. THE LOWEST VALUE RESULTING FROM STEP 2, 3 AND 4 SHALLAPPLY TO ENTIRE. SYSTEM, EM ap a1#ty JTs =.Tes YKK AP AMERICA, INC. 0 a,l tarelxn. as, v..F, Le�a)aaa-r�oi V w O O w O o, O a LE wT z � a ti REMARKS BY DATE A -STEEL GAUGE REVISION LS 04.20.1 B-FEC CODE UPDATE RV 07-121 oocu+n'®r;s�ron sr v,� rw��.�rnewi. S A OF dk a o C> tD� 4 ` �4w44 A,1111TlI 11- FL 0: FL14218 DATE: 01.28.16 _ DWG.BY SM CK N SCALE PUTS DWG.a: YKK164 I m MAX. DLO �— SEE SHEETS 3, 4 & 5 —a A D E 16 16 16 84" MAX. D.L.O. Q X F ABOVE HORIZONTAL 18 19 20 M O W TAX. 18 18 20 AME MAX. DLO P 5 18 18 19 IGHT SEE SHEETS SHEETS N R U V 3, & 4 5 8 9 18 18 19 19 (/ / 74 & 15 16 17 ( \ C H � I 11 16 17 L MAX. MULLION SPACING, — SEE SHEETS L E EVATION 6, 7,8,9,10,13,14&15 TYPICAL YHSS 50 F1 STOREFRONT 11„ 1111„ 11 2 2 2 2 3" 3" 3" 52' MAX. FROM CORNERS* SEE TABU BELOW* _ JAMB ANCHOR SPACING° ANCHOR TYPE MAX. SPACING MAX. DP A OR B 18.75" 65 PST C,EORD 13" A OR B 13.5" 90 ESE C, E OR D 9.375" *NOTE: JAMB ANCHORS ARE ONLY REQUIRED WHEN USING "HEAVY" JAMB CONFIGURATIONS, SEE SHEET 19 FOR HEAVY IAMB DETAILS SEE SEPARATE DOOR APPROVAL FOR DOOR RATING & DETAILS. LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM._ J \ FOR DOOR ADJACENT MULLION ANCHOR REQUIREMENTS SEE SHEETS 14 & 15 „- Fz" `--- I--3 ANCHORS, TYPE A, B, C D OR E SEE SHEETS 11 & 12 FOR QUANTITIES AND SHEETS 1S & 16 FOR DESCRIPTION ANCHORS, TYPE A, B, C, D OR E SEE SHEETS 12 & 13 FOR QUANTITIES AND SHEETS 16 & 17 FOR DESCRIPTION rluasl ,y 4P.,DY..".Tk" YKK AP AMERICA, INC. 1221 N.,GE1— 3102'. D)277 PH. (4]R)2]>-19i FAX �678183E60a1 U LL a F = o u 3 s O F _ Z= qO s 2 O m w x 3 o. N v G W Q m m M LL � o y wT � f= REMARKS BY DA<3 TE voAr r-a SA :OF a [� t1p17E6ESt1A'� FL7 FL14218 DATE: 01.28* 16 DWG BY CHK. BY: SCALE NTS DwG. a: YKK164 SHEET: GLASS LOAD CAPACITY (PSF) GLASS LOAD CAPACITY (PST) DAYLIGHT GLASS DAYLIGHT GLASS OPENGLASS TYPES IORI GLASS TYPESI ORI TYPE K DLO DUO WIDTHINNG (IN TYPE K HEfGHT� EXT.(+) INT.(-) NT () �I' WIDTH I HEIGHTI EXT(+} INT (-} NT. L�}i 275_ 70.0 90.6 700 275 70.0 REA 70.0 �- 335 700 90.0 700 335 700 900 700 39 5 70,0 90.0 70.0 39.5 70 90,0 70 0 45 5 Too 90.0 1 70.0 gib. 70 00 90,0 70,0 I 63.5 54 375 70,0 ATE 70 0 51,5 i 90.375 700 90,0 70 0 J 70,0 90.0 70.0 57 5� 70,0 90.0 70.0 70 0 90.0 700 63 5 63A _ 81._5 63_4 F 69,5 70,0 90.0 70 0 69 5 l� 573 74 5 4T2 _. a _27.5 70.0_ 90.0 -II 700 27 70.0_ 90.0 70.0 70 0 90 0 70 IT 33 5 -70.0 90._0 70.0 39.5 70,0 90.0 70 0 39 S 70,0 90,0 70,0 45.5 .{ 60,375 7O 0 90.0 70.0 45 5 : 96.375 I_70 0_ 90.0 70 0 SS.S 700 90.6 7FLO 515 700 900 700 57.5 70 0 90.0 70 0 17 5 700 1 90.0 700 1 63.5 667 8S7 667 635 634 8� 1�7�: 273 70,0 goo70,0 _90.o 770.0 3 5 0 FELS 70C 5 66 7 85.7 66 7 66 S_ 50 5 77 8 49 4 _33. �� 39.5 7C E 90.0 70.0 I��, 39.5 �. 70.0 90.EE TOO 66,375 455 700 90.6 700 455 102375 700 900 700 I S7S_ 700 90.0 700 57 F �7o a.,. PEG 70o- 57S 700 96.0 700 575 700 900 70�0 615 63A 81.5 614 63 5 63 4 813 51,7 1 69 5 60.6 78.0 60 6 27 S 70.-0 90.0 70� _. 27 5 70,0 90.0 i 70 O 33,5 70 0 90,0 70,0 J 33.5 _ 70 0 90.0 70 o 39,5 70 0 90 0 70 0 45� 70 0 90.0 1 700 I O 5 108,375 70,0 90 0 70 0 45, -.._- --, 39 � 5 1 70,0 90.0 70 0 51,5 70 0 � 90 0 70 0 375 -- 5 70,0 SOLO 700�t751u____7Co 7E0 ( 900 T 57.1 I 57.5 70.0 90.0 ��70 0 I 66.5 85 5 543 S 4, 17 9 _ 631511 _ 63 4 8L5 63 4 70,0 90.0 70.0 69 5 .� 7 9 74 `' 70 0 90 0 70 0 27.5 70o�J00 700 900 TOG 33.5� 700 90.0 )00 455 700 906 700 J 3935 70 0 90.0 t 70 0 51 5 PER 90 0 57 1 45.5J 7E0 1 30.0 700 575 700 300 SIS -------- _. 1.5 r 70o 900 7E0 : 275 _700 900 7E0 575 MA 90. 7700 jl 335 �12037SI 70.0 900 700 63.5 63 R 81.5 63 4 38 70.0 EEG ~ 70.0 -._ .-.-_ 695 , �579 74.5 STE 275 700_ 900 700 Z7.5 _90.0 70 0 i 33 5 (126 375 70.0 �90 0 � 70 0 33.5 7TO 90.0 700 : 365 700 ( 900 700 4395 7C.0 _90 0 70 0 27 5 70 0 90.0 7E0E 5.5 70 0 90:0 70 0 33 5 132 375) 70.0 90.0 70.0 [B3,5 70 E 9E.0 70 0 3 70 0 90.0 7C.0 -- 70090.6 7aE 275700 960 700- 138 375 7 634 ISLE 63A 335 700 900 JO6 _ 1 57 9 14.5 57 9 i SMALL MISSILE IMPACT ONLY 1-5/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/4' TEMPERED GLASS, 1/2" AIR SPACE, .�- 1/4" HEAT STRENGTHENED GLASS, yl 0.035" SENTRYGLAS BY KURARAY, FORMERLY KNOWN AS SGP BY DUPONT, 1/4" HEAT STRENGTHENED GLASS EXTERIOR ( INTERIOR EXTERIOR 9, G E (DRY GLAZED) EXTERIOR 9/1 G LF BI'., NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 (3 SEC. GUSTS) AND CHAPTER 17 OF THE FBC FOR SIZES OTHER THAN "TESTED. 9/1 GLF BF', 1-5/16" O.H. INSULATED LAMINATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS, /" AIR SPACE, 1/4" HEAT STRENGTHENED GLASS, 0.060" EASTMAN SAFLEX EVE, 1/4" HEAT STRENGTHENED GLASS INTERIOR 1-5/16" O.R. INSULATED LAMINATED GLASS CONSISTING OF 1/4" TEMPERED GLASS, 1/2" AIR SPACE, 1/4" HEAT STRENGTHENED GLASS, 0.060" TROSIPOL BY KURARAY, FORM EREY KNOWN AS BUTACITE BY DUPONT 1/4" HEAT STRENGTHENED GLASS INTERIOR D.L.O. WIDTH ALUMINUM BOX SPACER: AROUND THE PERIMETER OF THE GLASS. PRIMARY SEALANT. HEIGHT POLYISOBUTYLENE (FIB). SECONDARY SEALANT: STRUCTURAL SILICONE INTENDED FOR FABRICATION OF INSULATED GLASS UNITS. GLAZING DETAIL K (DRY GLAZED) DAYUTE OPENING DIMENSIONS: DAYUTE OPENING WIDTH: NOMINAL PANEL WIDTH - 2.500" DAY LI'iE OPENING HEIGHT: FRAME HEIGHT-5.625' D.L.O. WIDTH D.L.O. HEIGHT D.L.O. HEIGHT apE"u,f:v ;. YKK AP AMERICA, INC. " NAss �u,1u Eoueb sxaxr z z . z a O A F a Q u e o > �Y H REMARKS BY DATE A -GASKET REVISION LS 1f17A B-FBCCO DEUPDATE I RV 107,12A A -0- e O d7 t rS 7JpPffi&tit owi e FL 4: FL14218 DATE: 01.28.16 DWG. BY: CHK. BY: SM HFN SCALE: NTS DWG.H: YKK164 SHEET: OF 22 GLASS LOAD CAPACITY (PSF) ,, GLASS LOAD CAPACITY (PSF) LASS GLASS TYPES ( E OR D, GLASS TYPE F TVPES G DAVL TYPES E OR D GLASS E ORS DAYLIGHT IGHT P TYPESG GLASS OPENING (IN ORH f OPENING (I N) DILO 2IDTH y,HEDfGHTl_ I500_)) 7F) 90)0 IAT,I) WIDTH,IH IGHT� I500)) 1 70)0� 90)0 � NOT.L)� 33 5 �0.0 70 90.0 70.0 33.S _ 50,0 _ 70 90.0 70D 1 39 5 50.0 70D 90.0 70.0 ~ 39.5 50 0 70.0 90.0 lad 45 5 50,0 70,0 88 5 70.0 45.5 500 70,0 T 85 0 7 51,5 0.0 S4 375 4 -{- -- 30375 44 2 � 70 0 78 2 � 70 0 51.5 44 2 70 0 ' 78 2 s7S 418__700 746 70.0 I 57.5 7004700 70.0 63 5 41 8 70 b 74 0 _70.0 63.5 63 4 63.4 63.4 69 5 41,8 70,0 74 0T70 0_ 69,5 53 8 518 275 500 700 900 760 275 SDO 700 900 0.0 7 33 5 50.0 70 0 90.0 70,0 33 5 -50 0 70,0 90.0 70,0 39 S Soo 70 0 90 d 39 5 ( 50 0 70,0 NOT) 70.0 _._ -.... 455 500 700 ,8 700-,t 454 96375 r�500 700 833 _700__ 60.375 I 51 5 44 2 7� 51 - 70 0 : 76,7 70.0 57.5 63 9 y 37 7 66 07 G6 70 66 7 ~ 63.5 58.9 58,9 76,0,,,,,J 69.5 37 7 66 7 66 7 667 66.5 L56.2 56,2 27 S LED 70,0 tI. 90.0 70 0.. 27.5 50,0 70,0 90 O 70.0 33 5 54 0 70 0 ( 90.01 70 b 33 5 -f 50.0 70.0 j 90 0+ 70.0 39 5 50 O 7d D 90 0 70 0 c9 5 _ 50 0 70,0 90,0 70.d_ 45.5 50 0 JO 0 88 5 7D.b 45 5 102.375 50 O 70 0 81 8 7Q0 66.375 --_ 51 5 44.2 70.0 78.2 70.0 5L5 70 0 751 70.0 57,5 ! 39 6 70.0 70,0 70.0 ,7 5 1 1 70,0 70,0 70.0 .. 63.5 35 8 63. 4 63 4 614 535 j 58.9 58.9 VEILS _ ( 34.3 60 6 60 6 60.6 27 5 50 0 70 d 90 0 70.1 275 50700900 700 L 33500 700 r900 70.0 33 5 50,0 70D 900 70D 39,5 500 70,0 + 89,6 70.0 39.5 Sd d 700 900 70.0 45.5 1108,375 it 70o 80 5 70.0 _ 15,5 56 0 70,0 893 70D 51 5 1 ( _ 70 6 T 73 7 70.0 72,375 _ ---- --- 515 442 �700 782 70 , 656 610 -_ 525 39 6 70.0 70 0 70.0 60.5 4 _ 61 8 61 8 63.5 35.8 63 _63 4 63D .4 27.5 50 70.0 : 90.0 70.11 695 - 579 579 57,9 I 335 500 700 900 70.0 27.5 50 d 70 d 90 0 1 70 0 39.5 I 50 0 70 0 1 88.6 70.0 ___ _ _ 114 375 r_- - ..- 33 5 50 0� I0 0 90 70.0 45.5 70.0 79.4 70,0 39 5 50))�-70 0 90 0 70 0_ 151,5 =65 0 65 0 5I 5 44 2 0 78 2 70 57.5 65 0 - 65 0 45,5 50 0 70 0 88 5 70.0 78,375 0 2ZH38.5 500 700 � 960 70.0 . 69 5 �4 57 4 5757� _.070090 O 70.0 S75 34 6 70.0 70 0 70 0 120.375( 50 0 70D 989,5 70.0 900 760 27 5 50 0 70.0 90D 7C.0 33.5 126.375 50 0 70 D 90 0 1 70.1 315 SOD TOD ADD 70,0 36,5 84.375 _ 50 0 70,0 90,0 70 b 39.5 50 0 70 0 EGG 70.0 2J.5 50 O 70 _ 90 0 70.0 45 5 50 D 70 11 87 1 J6.0 33.5 -2 375 50 0 70 0 9D O 70.0 51 5 44 2 70 0 79.2 700 34.5 50 0 70 0 + 0.01 70D 70.0 .0 70D 635 ( 64 634 1 33 034 665 _113837� 50 (07 700 _900 70.070-� 695 ( 579 „5791 579 .... NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 (3 SEC, GUSTS) AND CHAPTER 17 OF THE FEE FOR SIZES OTHER. THAN TESTED. 1-5/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/4 TEMPERED GLASS, 1/2' AIR SPACE, 1/4 HEAT STRENGTHENED GLASS, 0.090" TROSIFOL BY KURARAY, FORMERLY KNOWN AS BUTACITE BY DUPONT, 1/4" HEAT STRENGTHENED GLASS ,EXTERIOR INTERIOR DOW CORNING 995 995 EXTERIOR 9/16" GLASS BITE EXTERIOR 9/16" GLASS BITE 9/11 GLAI BIT 1-5/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS, 1/2" AIRSPACE, 1/4" HEAT STRENGTHENED GLASS, 0 090' EASTMAN SAFLEX PVB, 1/4" HEAT STRENGTHENED GLASS "IOR DOW CORNING 995 1-5/16' O A INSULATED LAMINATED (WET GLAZED) GLASS CONSISTING OF: 1/4" TEMPERED GLASS, ALUMINUM BOX SPACER: 1/2" AIR SPACE, AROUND THE PERIMETER OF THE CLASS. 1/4" HEAT STRENGTHENED GLASS, PRIMARY SEALANT: 0.090" SENTRYGLAS BY KURARAY, POLYISOBUTYLENE (PIB). FORMERLY KNOWN AS SGP BY DUPONT, SECONDARY SEALANT STRUCTURAL SILICONE INTENDED FOR 1/4" HEAT STRENGTHENED GLASS FABRICATION OF INSULATED GLASS UNITS INTERIOR - ---.._.....--.- GLAZING DETAIL F (DRY GLAZED) GLAZING DETAILS CONTINUED ON NEXT PAGE DAYLITE OPENING DIMENSIONS: DAYLITE OPENING WIDTH: • NOMINALPANELWIDTH 2.500" DAY LITE OPENING HEIGHT': FRAME HEIGHT - 5,625" D.L.O. _ D.LO. WIDTH WIDTH _y D.L.O. HEIGHT I D.L.O. HEIGHT D,L.O. I HEIGHT aphmocres wj YKK AP AMERICA, INC. (' .12)�N9 F Z -f6 fi%183E-6001 v Z m E O O o�u ¢ Qc O a O 3 ag3 o N wi a � a A -GLASS l'YPE F REVISION LS O4.20.16 3-GASKET REVISION LS 10,19,16 C-FBC CODE UPDATE RV 07-12,17 a S A OF €� �EEC w /`77f P IT d61F 4t �`S15S Flp FL14218 DATE: 01.28.16 DWG BY: I CHK. BY: SCALE: NTS DWG. IT: YKK164 SHEET: OF 22 GLASS TYPES (CONTINUED) 1-5/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS, I/ ' AIR SPACE, 1/4" HEAT STRENGTHENED GLASS, 0.075" EASTMAN VANCEVA, 1/4" HEAT STRENGTHENED GLASS EXTERIOR INTERIOR 26 DOW CORNING 995 9/16" GLASS a (� SITE l GLAZING DETAIL G (WET GLAZED) 9/1E GLA: BITI 1-5/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS, _ 1/2" AIR SPACE, 1/4" HEAT STRENGTHENED GLASS, 0.090" SENTRYGLAS BY KURARAY, FORMERLY KNOWN AS SGP BY DUPONT, 1/4" HEAT STRENGTHENED GLASS ar iCi7��l•t�ii9 Irm 9/11 G LA' BIT GLAZING DETAIL H (WET GLAZED) 1-5/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS, F� 1/2" AIR SPACE, 1/4" HEAT STRENGTHENED GLASS, 0.060" SENTRYGLAS BY KURARAY, F OR.MERLY KNOWN AS SEA BY DUPONT, 1/4" HEAT STRENGTHENED GLASS GLAZING DETAIL I (DRY GLAZED) r. ,OR CORNING ALUMINUM BOX SPACER: AROUND THE PERIMETER OL THE GLASS. PRIMARY SEALANT: POL.YISOBU TYLENE (PBIL SECONDARY SEALANT: STRUCTURAL SILICONE INTENDED FOR FABRICATION OF INSULATED GLASS UNITS. YHK 4 afity 4 ispir.H<., YKK AP AMERICA, INC. III LIP, --A 1-1 "I D'8)M IF55 FAX r z I<)8 d38 6— c.i a zm a a o - Z z Z X G7 0 O m ¢ ; a 7MARK5 BY DATE A -GASKET REVISION LS 16.19.1 B&FBC CODE UPDATE RV 10712A A sk _aF m� FL N: FL14218 DATE: 01.28.16 DWG. BV: CHK. BY: SM HFN SCALE: NTS DWG. a: YKK164 SHEET: OF 22 s _..._..__ LASSTYPES GLASS LOAD GLASS LOAD CAPACITY (PSF) GLASS LOAD CAPACITY (PSF) LARGE MISSILE IMPACT DAYLIGHT �+ �/ f� OPENING (IN) GLASSTYPEA MISSILE LEVEL E RATED L Ia DLO DLO EX F, INT. WIDTH HEIGHT (+) (-} 27.5 70.0 90.E 33.5 70.E 90.E 393 70.0 90.0 45.5 70.E 90.E 90.375 51.5 70.E 90.E 1-5/16" O.A. INSULATED LAMINATED ALUMINUM BOX SPACER: 57.5 70.E 90.0 GLASS CONSISTING OF: AROUND THE PERIMETER OF THE GLASS. 63.5 63A 81.5 1/4" TEMPERED GLASS, PRIMARY SEALANT 69.5 ST9 74.5 7/16" AIR SPACE, POLYISOBUTYLENE (PtB}. 27.5 70.0 90.0 �- 1/4" HEAT STRENGTHENED GLASS, SECONDARY SEALANT: -: 0.1$0" SFNTRYG LAS BY KURARAV, STRU C7URAL SILICONE INTENDED FOR 33.5 70.0 90.E -INSULATED- 39.5 70.0 90.0 FABRICATION Of GLASS UNITS. FORMERLY KNOWN AS SOP BY DUPONT, I 45.5 70.0 90.0 EXTERIOR 1/4" HEAT STRENGTHENED GLASS 51.5 96.375 70.0 )C.0 INTERIOR 57.5 70.E 90.0 26 DOW CORNING 63.5 63.4 813 995 66.5 60.5 77.8 9/16" -- -- 27.5 70.0 90.0 GLASS 33.5 70.0 90.E BITE 39.5 70.0 90.066,375 45.5 102.37S 70,0 ROLE 23 51.5 70.0 90.0 9 57.5 70.E SOLOfU 24 63.5 63A 81.5 �� ETA(L A 27.5 70.0 90.0 (WET GLAZED) 33.5 70.0 SOLO 39.5 70.0 90.E 45.5 108,375 70.E 90.0 NOTE: 51.5 70.0 90.0 1, GLASS CAPACITIES ON THIS SHEET' ARE BASED ON 57.5 70.0 90.E ASTM E1300 (3 SEC. GUSTS) AND CHAPTER 17 OF EELS 66.5 853 THE CURRENT FBC FOR SIZES OTHER THAN TESTED, 27.5 70.E 90.E 2, SETTING BLOCK DUROMETER HARDNESS OF 70.90 33.5 70.0 90.0 (SHORE A? AS REFERENCED IN CHAPTER 24. 3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN D.LO, D.L.O. 39.5 114.375 70.0 90.E LENGTH FOR GLASS WIDER THAN 3G"7r5 PER _.-- WIDTH -..- _.�-_ WIDTH 45.5 70.E 90.E CHAPTER 24. 51.5 70.0 90.0 4. D.L.O. MAY NOI' EXCEED MAX DIMENSIONS IN 57.5 70.E 90.0 GLASS CHARTS FOR GLASS TYPE. D.LO. �/ HEIGHT �� D.L.O. HEIGHT 141 DAYLITE OPENING DIMENSIONS. DAYLITE OPENING WIDTH: D.LO. ��% NOMINAL PANEL WIDTH -'2,500" HEIGHT �� DAYLITE OPENING HEIGHT: FRAME HEIGHT -5.625" a p Qualfty AHik€.� YKKAPAMERICA,INC. i�z>�un ao vwnss ol ;1,e -A zmn car tu�eIr»:9s FAz.la1e1,1IT o. DAYLIGHT OPENING nM) GLASS A TYPE DLO WIDTH DLO HEIGHT EXT. ITT INT. (-) 27.S 54375 70.0 90.0 z o C p a Q Q p LLo z �_> ~ V n Z a CD m M m F 3 Z - y m m o a .� 33.5 70.E 90.E 393 70.E 90,0 45.5 70.0 90.0 51.5 70.E 90.E 575 70.0 90.0 63.5 70.0 90.0 69.5 70.1 90.0 273 60.375 70.0 90.0 33.5 70.E 90.0 39.5 70.0 90.E 455 70.0 90.0 Si.s 70.E 90.0 57.S 70.0 90.0 63.5 70.0 ROLE REMARKS BY DATE 69.5 70.E 90.0 27.5 70.0 90.E 33.S 70.0 90.0 70.0 SOLO 70.E 90.0 M 700 90.0 s ca r 70.E SOLO 63.4 8L5 63.5 81.E °,aS'�®Y (� ®J7B®dam be®®® F °° LV 8 m 7 7 0: S A - OF 418 ®� - Q 0% \�✓�®� e� t9 �®d` S 0 BA22!! d t tl i t 1l -" 27.5 72375 70.E SOLO 33.5 70.8 SOLO 393 70.0 90.E 45.5 70.0 90.0 51.5 70.0 90.E 575 70.0 90.E 63.5 63A 81.5 69.S 57.9 74.5 27,5 78.375 70.0 90.0 33.5 70.E 90.E 39.S 70.0 90.E 45.5 70.0 90.E 51.5 70.0 90.0 57.5 70.E 90.E 63.5 63.4 81.IS EL#: FL14218 69.5 57A 74.5 27.5 84.375 70.0 90,0 DATE: 01.28.16 70.0 90.0 33,5 39.5 70.E 90.0 DWG. BY: SM CHK. By HFN 45.5 70.0 90.0 51.5 70.0 90.E SCALE: IV I S 57.5 70.E 90,0 DWG. #: YKK164 63.5 63.4 813 69.5 57.9 74.5 SHEET: nc �'t SMI MULLION Ai TABLES HEAVY CONFIGURATION #. USE IN DESIGN I.. DAD CAPACITY -PSF _ NOMINAL DIMS. HEAVY MULLION - M3 FRAME WIDTH (W) HEIGHT EST (+} INT.(-) 72 96 70.0 90.0 69 102 70.0 90.0 66 108 70.0 90.0 63 114 70.0 90.0 S7 70.0 SOLO 60 720 70.0 88.7 41 126 70.0 90.0 39 132 70.0 90.0 37 138 70.0 90.0 33 70.0 SOLO 36 144 67.5 86.8 NOTE: HEAVY CONFIGURATION JAMBS ARE ANCHORED ALONG THEIR LENGTH AND THEREFORE DO NOT LIMIT DESIGN PRESSURE. NOTE', ALL PREVIOUSLY DETAILED MULLION CONFIGURATIONS ARE ACCEPTABLE FOR USE IN SMI CONFIGURATIONS IN ADDITION TO THE CONFIGURATION AND RATINGS SHOWN ON THIS PAGE, FRAME HEIGHT (�-- W 1 --- W 2---�-- WE -- W2 W3 WIDTH (W) = (MULLION) 2 7 6 3 8 1 2 i i NOTE HEAVY JAMB -J4 HEAVY MULLION -M3 HEAVYJAMB -JS PROFILE Ni SHOWN, PROFILE #8 SIMILAR. HEAVY CONFIGURATION Im ap ouaw insp. YKK AP AMERICA, INC. —1 ll ou H{ j-1117-1I,, fAK-f"M31-3 z j T Z m. °a J O , G �a �o za Z O Co - Q o _ N wS N a F REMARKS BV DATE r._nu e.mex s,,... tiII ra S A OF e� s O 2rarra e I t a t�". FL# FL1218 DATE: 01.28.16 DWG. BY/I CH KBY H:R, SM FN SCALE: NTS DWG.#: YKK164 in OF DESIGN LOAD CAPACITY ESE NOMINAL DIMS. 90 DEGREE MULLION 135 DEGREE MULLION WIDTH (W) FRAME HEIGHT EXT.(+) IPITI-) EXT.(+) INL(- 30 72 70.d 70.0 33 70.0 70.0 36 70.0 70.0 70.0 70.0 39 42 70.0 70.0 45 48 70.0 70.0 70.0 70.0 70.0 70.0 51 54 70.0 70D 70.0 EEG 57 60 69A 66.1 65.2 62.1 63 66 63.1 591 69 72 60A 57.9 56.7 54.3 30 78 70.0 70.0 33 70.0 70.0 36 70.0 70D 70.0 70.0 39 42 45 70.G 70.0 70.0 70.0 48 70.0 69.4 51 69G 65.3 54 57 65.7 61.7 62.3 58A 60 63 59.2 56.4 55.5 52.9 66 53.8 50.5 69 72 51.5 48.3 49.3 46.3 30 84 70.0 70.0 33 70.0 70.0 36 70.0 70.0 39 42 70.0 70.0 70.0 68.4 45 68.0 63.8 48 63.8 59.8 51 54 60G 56.3 56.7 53.2 57 60 53.7 50.4 51A 47.9 63 48.6 45,6 66 46A 43,5 69 44A 41.6 72 425 1 39.9 DESIGN LOAD CAPACITY - PST NOMINAL DIMS. 90 DEG REE MULLION 13S DEGREE MULLION WIDTH (W) FRAME HEIGHT EXT.(+} INT. �) EXT.(+I INT 30 108 63.7 57.9 33 56.1 52.7 36 39 51.4 47.5 48.3 44.6 42 44.1 41.4 45 41.2 38.6 48 38.6 36.2 51 54 36.3 34.3 34A 32.2 57 60 32.5 30.9 30.5 29.0 63 66 29 4 28.1 1 27.6 26.3 30 114 55A 52.0 33 50.4 47.3 36 46.2 43.3 39 42.6 40.0 42 39.6 37A 45 48 36.9 34.7 34.6 32.5 51 54 32.6 30.8 30.6 28.9 57 29.2 27.4 60 27.7 26.4 26.0 24.8 63 30 33 120 50.0 45.5 41.9 42.7 36 39 41,7 39.1 38.5 36,1 42 45 35.7 315 33.3 37.3 48 312 29.3 51 54 29.4 27.6 27.8 26,1 57 26.3 25.6 24.7 23.5 60 30 126 45.4 42.6 33 36 41.2 37.8 38.7 35.5 39 34.9 33.2 32.7 31A 41 30 33 132 41.3 37.6 38.8 35.2 36 34.4 32.3 39 31.8 29.8 30 138 37.8 35.5 33 37 34.4 32.2 30.7 28.8 30 33 144 34.7 31.6 32.6 29.6 36 28.9 27.2 FRAME HEIGHT NOTE: SEE W/20 & X(20 FOR DETAltS OF CORNER MULLIONS ---W2� �W3� WIDTH (W) _ _W2 + W3 -2 YKK ap.. <_ YKK AP AMERICA, INC. _229 HwV 441 NnYPASj Z U Z T £ �a a w m N Oa xo p a o> w } N a ~ a REMARKS BY DATE 0 ® SA OF Z m y�U44V � SI FL #: FL14218 DATE: 01.28.16 DWG. BY: CHK. BY: SM HFl SCALE: SITS DWG.#: YKK164 m ANCHOR LOAD CAPACITY PLC EXT. 1-I & I Ni. 1A NAI NI .5 ANCHORS TYPE CY'O 1 ANCHORS TYPE'D m "I — I W 570 ANCHORS TYPES: SEE SHEETS 15 & 16 FOR DESCRIPTION C2 = (2) ANCHORS TYPE 'C' AT JAMB OR EACH SIDE OF MULLION C3 = (3) ANCHORS TYPE'C AT JAMB OR EACH SIDE OF MULLION C4 = (4) ANCHORS TYPE 'C'AT JAMB OR EACH SIDE OF MULLION CS = (5) ANCHORS TYPE 'C'AT JAMB OR EACH SIDE OF MULLION D2 = (2) ANCHORS TYPED' AT JAMB OR EACH SIDE OF MULLION D3 = (3) ANCHORS TYPED' AT JAMB OR EACH SIDE OF MULLION D4 = (4) ANCHORS TYPED' AT JAMB OR EACH SIDE OF MULLION DS = (5) ANCHORS TYPED' AT JAMB OR EACH SIDE OF MULLION E2 = (2) ANCHORS TYPEE' AT JAMB OR EACH SIDE OF MULLION E3 = (3) ANCHORS TYPE'E'AT JAMB OR EACH SIDE OF MULLION EST = (4) ANCHORS TYPE 'E'AT JAMB OR EACH SIDE OF MULLION E5 (S) ANCHORS TYPE 'E'AT JAMB OR EACH SIDE OF MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION L6 3- i 3"3" 1 T - 3"T' �� ST, I S.� 1,5" 1 1�1 3 , , C2, D2, E2 C3, C3, E3 C4, D4, E4 3" T1 3 CS DS F9 F H AME IGHT (— ", —I— W 2 —I— W 3 WIDTH(W) = Wl (JAMB) WIDTH (W) INS + W3 (MUI I ION) 2 "K apQffa!Rv filspires YKK AP AMERICA, INC. N. !Yll IAY {—I- z RIC 7 goa 12 T o < 6J Pz < REMARKS BY HE t' VSA C F C) Io 11 f I a t w IS, FL# FL14218 DATE: 01.28.16 DWG, BY C HK, BY: sm IHFN SCALE: NTS DWG-# YKK164 m DOOR MULLION LOAD CAPACITY (PSF) NOMINAL DI MS, WITHOUTSTEEL REINS. WITH STEEL REI NF. WIDTH (W) FRAME HEIGHT EXT (+) INi. (-j EXT. (+) INT. (-) 24 30 102 700 70.0 70.0 90.0 70.0 70.0 70.0 90.0 36 42 70.0 70.0 SOLO 90.0 70,0 7(0 70.0 90.0 48 70,0 70.0 70.0 90.0 54 60 70.0 70.0 70.0 SUN 70.0 70.0 70.0 90.0 24 30 108 70.0 70.0 70.0 90.0 70.0 70.0 INN 90.0 36 42 SOLO SOLO 70.0 90.0 70.0 SOLD 70.0 90.0 48 54 60 70.0 70.0 70.0 90.0 70.0 70.0 70.0 90.0 70.0 70.0 INC, 90.0 24 30 114 70.0 70,0 70.0 90.0 70.0 70,0 70.0 90.0 36 42 70.0 70.0 70.0 9(T0 70.0 70.0 70.0 9D.0 48 54 60 70.0 70,0 70,0 90.0 70.0 70.0 70.0 90.0 70.0 YEN 70.0 90.0 24 30 120 70.0 70.0 SOLO FOLD YET 70.0 70.0 90.0 36 42 70.0 70.0 SOLO FOLD SOLO SOLO OFT) 90.0 48 54 60 SOLO SOLO 70D 90.0 69.2 69.2 70.0 90.0 62.3 62.3 70.0 90.0 24 30 126 70.0P71,00 SOLD 90.0 70.0 70.0 90.0 36 42 SOLO SOLO FOLD 70.0 70.0 90.0 48 54 67.3 70.0 90.0 59.8 70.0 90.0 60 SET 70.0 90.0 24 3D 132 70.0 70.0 90.0 70.0 70.0 90A 36 42 SOLD SOLO SOLO 90.0 66.9 66.9 70.0 90.0 48 54 58.5 58.5 SOLO 90.0 57.1 57.1 70.0 90.0 60 52A 52.4 64.2 82.6 24 30 138 70.0 70.0 IND 9Q0 70.0 70.0 70.0 FELD 36 42 68.3 68.3 70.0 90 0 58.5 58.5 70.0 FOLD 48 54 60 57A 57.E 70,0 FOLD 50.9 50.9 624 80.3 45.8 45.8 56.2 72.2 24 70.0 70.0 SOLD 70.0 70.0 70.0 90.0 90060A 60.1 70.0 90.057.1 M 57.1 70.0 90.0 SEA 50A 61.8 79.544.8 44.8 55.0 70.7 403 40 3 49.5 63 6 FRAME HEIGHT WIDTH (W) = W1 + W2 WIDTH (W) = W1 W2 2 2 4 Here ene r net <tn fC)tAL NO. Of ANCHORS REQUIRED AT DOOR MULLION HEAD AND aNCHOft( TYPE SILL BY DESIGN PRESSURE i 90 p5F 80 PSF y 70 PSF 60 PSF (50 PSI] _40 PSF 30 PSF A I 8 7 7 6 5 4 _ 3 B CORE D 7 12 11 _ 1 7_ 6 S 11 "' 30 8 �10_ 4 7- 4 A 7 6 1 .. 4 6` 3_ r} 4 � } 16 7 16 4 4 i DOOR MULLION DOOR MULLION WITHOUT STEEL REINFORCEMENT WITH STFEL REINFORCEMENT FR, HEI YKK OUTSWING DOORS 1 SEE SERARATEAPPROVAL � I 1 ---------------- --------------- ------------- II .ME ( SHT ' ZING DOORS .TEAPPROVAL WIDTH (W) = W1 + W2 2 YKK apa.t>%E.YSf YKKAP AMERICA, INC. .121Y nW� 4PI BVPk54 � k, GEOPGia 31021 i�. (4]8j2]iL55 FA%. (5]fliS}e-6'q1 V w A, w tt 0a 0�u N d Om a a z = O 0 _ �S Q O y m m _ REMARKS BV DATE P Fi _ OF- � ✓dJ a'VW t_� .iN d fBf @l6iltit'�:. FL#: FL14218 DATE: 01.28.16 DWG.SBY: tHK. BY: M HFN SCALE: NTS DWG.k: YKK164 SHEET: Ik, DOOR MULLION LOAD CAPACITY (PSO DOOR MULLION LOAD CAPACITY (PST) NOMINAL DIMS. WITHOUT STEED REINF. WITH STEEL RUDE. NOMINAL DIMS, WITHOUT STEEL REINF. WITH STEEL REINF. FRAME HEIGHT {I N.) DOOR PANEL WIDTH-WS (I W) SIDEUTE WIDTH-W2 (I N.) EXT.(+) INT_(-} EXT.(+) ENT.L) FRAME. HEIGHT (IN.) DOOR PANEL WIDTH-W1 (I N.) SIDELITE WIDTH-W2 (IN.) EXT(+) IOFF .(-) EXT.(+) INT.(-) 96 36 30 70.0 70D 70.0 90.0 120 36 30 69.9 69.9 70.0 90.0 36 70.0 _ 70.0 70.0 90.0 36 66,2 66.2 70.0 90.0 42 700 70.0 70.0 90.0 42 62.8 62.8 7TO Sorg 48 70D 70N 70.0 Sorg 48 59,8 59.8 _ 70.0 Sorg 42 30 700 70D 70.0 90.0 42 30 62.8 62.8 70.0 90.0 36 70.0 70.0 70.0 9060 36 59.8 59.8 70.0 900 42 70.0 70.0 70A Sorg 42 57.1 57.1 70-0 Sorg 48 70.0 70.0 70.0 90.0 48 57.1 57.E 70.0 90.0 48 30 70.0 700 70.0 90.0 48 30 57.1 57. 1. 70.0 90.0 36 70D 70D 70.0 SOD 36 57.1 571 70.0 90.0 42 70.0 70.O 70.0 90.0 42 57A 57A 70,0 90.0 48 70.0 70.0 70.0 90.0 44 57.1 57.E 70.0 900 102 36 30 70.0 7060 - 70.0 -70.0 90.0 126 36 30 60.4 ERA 70.0 90.g 36 700 70.0 90.0 36 511 - 57.2 70.0 90.0 42 70.0 70.0 70.O 90.0 42 S7A 57.1 70.0 90.0 48 70.0 70.0 70.0 90.0 48 57.1 57.1 70.0 90.0 42 30 70.0 70.0 70.0 90.0 42 30 STE 57.1 70.0 90.0 36 70.0 70.0 70.0 90.0 36 S7.1 57.1 70.0 Sorg 42 70.0 70.0 70.0 90.0 42 S5.2 55.2 67.6 86.9 48 70.0 70,0 70.0 90.0 48 523 523 64.7 83.1 48 30 7g.0 70.0 70.0 9OG 48 3C 55.2 55.2 67.6 86.9 36 70.0 70.0 70.0 90.0 36 52.7 523 643 83.1 42 70.0 70.0 70.0 90.0 38 52.0 52.0 63.7 81.9 48 70.0 70-0 70.0 POD 132 36 30 57_1 57.1 700 90.0 I, 108 36 30 70G 70.0 70.0 90.0 36 55.6 55.6 68 2 _ 2767 36 70.0 70.0 70D 90.0 _ 42 52.8 52.8 643 83.2 42 70.0 70.0 7d.0 Sorg 48 50.3 50.3 616 79.2 48 70.0 70.0 70.0 90.0 42 30 52.8 52.8 STY 83.2 42 30 70.0 70.0 70.0 90D 36 503 50.3 61.6 79.2 36 70.0 70D 70.0 90.0 42 48.0 480 58.8 75.6 42 70.0 70.0 70D 90.0 44 47.3 47.3 57.9 1461 48 70.0 70.0 70.0 90.0 48 30 48.0 48.0 58.8 75.6 30 70.0 70.0 70.0 SOD 32 47.3 47.3 ST9 74.5 48 36 70rO 70.0 70.0 90.0 138 36 30 51A 514 63.0 81.0 42 70.0 70.0 70.0 90.0 36 48.7 481 593 76,7 48 57.1 57.E 70.0 900 42 46.2 46.2 563 72.9 36 30 70.0 _70.0 70.0 90.0 48 44D 44.0 53.9 69.4 36 70.0 70.0 70.0 90.g 42 30 46.2 46.2 563 72.9 42 70.0 70.0 70.0 90.0 36 44D 44.0 S3.9 69.4 48 69.8 69.8 70.0 90.0 38 4.3.3 43.3 S3.1 68.3 30 70.0 70.0 70.0 90.0 48 26 43.3 43.3 53.1 68.3 114 42 36 69.8 69,8 700 90.0 144 36 30 45.2 45.2 55.5 713 42 66.6 66.6 70.0 9d.0 36 42,9 42.8 52.5 6765 48 63.6 63,6 1 70.0 I 90.0 42 40 7 403 49.9 _ 64 1 48 30 66.6 66,6 70D 90.0 44 4C.0 40.0 49D 63.1 36 63.6 63.6 70.0 90.0 42 30 403403 49.9 64.1 4T 57.1 57."y 70.0 90.0 32 40.0 40.0 49.0 63.1 48 57,1 57.i 70.0 90.0 48 20 40.0 40.0 49.0 63.1 16 1164 DOOR MULLION DOOR MULLION WIfHOUISTEEL REINFORCEMENT WITH STEEL REINFORCEMENT TOTAL NO. OF ANCHORS REQUI RED AT DOOR MULLION HEAD AND SILL BY DESIGN PRESSl1RE apa,lalsty rSk,G e YKK AP AMERICA, INC. t129 HWv 44Z MPhSS �uRliN, 6FgR6in 31021 eH. (4]812�71955 Faz. (6>s183R3=0u z z zfi O Vy a C, U �G Z s lD 3 O z� z p,a gom r Q O ' A:m ED o V =� z REMARKS BY DATE D L13 12 10 9 7 1 6 • 5 TIE 11, YKK OUTSWING DOORS `% t% }{ ABBgt� SEE SEPARATE APPROVAL e w N - -----; S A 7 Of- 0 tC)� .`'jy4di11 �® 4s Ac v FRAME 27278tdA tl t4t'i HEIGHT DOOR "! HEIGHT " FL #: FL14218 DATE: 01.28.1E fi-c____ `` �• ------------- - _� DWG((.^^B�p,Ypp CHK�. B{YYr�t JEYI t` A FN f_ W2-._.�....- W1 SCALE: NTS DWG.n: YKK164 DOUBLE DOOR WITH TRANSOM SHEET: is OF 22. CONCRETE/MASONRY MIN. EDGE BY OTHERS y DISTANCE, ..— TYPICAL INSTALLATION ANCHOR, _. SEE SPECS BELOW SEE SPECS BELOW TYPICAL CAULK BETWEEN _ 1 INSTALLATION CONCRETE/MASONRY & IX ANCHOR, SEE WOOD BUCK BY OTHERS MIN. EMBEDMENT, SPECS BELOW 1X WOOD BUCK a. SEE SPECS BELOW • •.: BY OTHERS ' _.._ .�... 2X WOOD BUCKS OR EXTERIOR FINISH WOOD STRUCTURE BY OTHERS BY OTHERS 3/8' MAX. SHIM PERIMETER PERIMETER SEALANT L FOR 5/," ANCHORS, SEALANT BY OTHERS 1/4' MAX. SHIM BY OTHERS O.A. FRAME HEIGHT SILICON SEAL FOR%" ANCHORS OVER ALL ANCHORS 6 SEE GLAZING I OPTIONS SHEETS 3,4&5 EXTERIOR INTERIOR VERTICAL SECTION HEAD - CONCRETE/MASONRY W/1X BUCK LIGHT CONFIGURATION SEE GLAZING OPTIONS SHEETS 3,4 &S EXTERIOR VERTICAL w is HORIZONTAL O.A. FRAME HEIGHT EXTERIOR 4 � SILICON SEAL OVER ALL ANCHORS 3/8" DIA WEEPS TWO PER LITE AT 8" FROM EACH VERTICAL MIN_ EDGE DISTANCE, SEE SPECS BELOW STEEL OR ALUM, STRUCTURE, BY OTHERS, SEE SPECS MIN. BELOW EMBED., SEE TYPICAL SPECS BELOW INSTALLATION M ANCHOR, SEE SPECS BELOW PERIMETER SEALANT MIN. EDGE DISTANCE, SEE SPECS BELOW MIN. 3 THREADS PENETRATION 3/8" MAX. SHIM BY OTHERS 1 3/8" MAX. SHIM FOR s/16 ANCHORS, 1/4" MAX. SHIM SILICON SEAL FOR%" ANCHORS OVER ALL ANCHORS EXTERIOR INTERIOR VERTICAL SECTI HEAD - WOOD FRAMING — TYPICAL INSTALLATION LIMIT DESIGN LOADS FOR HORIZONTAL AS FOLLOWS MAX HORIZ. SPAN MAX GLASS HEIGHT ABOVE HORIZ. MAX DESIGN LOADS 60" 57-112" 70 PSF 60" 84" 52 PST 66' 55-15/16" 44 PST 66" 84" 32 PSF 72" 55-15/16" 30ESF 72" 84" 20 ESE DESIGN LOADS SHOWN ABOVE ARE BASED ON MAX. GLASS AREA ABOVE HORIZONTAL, FOR SIZES SMALLER THAN SHOWN ABOVE, ALLOWABLE DESIGN LOADS MAY BE CALCULATED SEPARATELY. NG OPTIONS SHEETS 3,4&5 INTERIOR 3/8" MAX. SHIM FOR'&"ANCHORS, 1/4" MAX. SHIM FOR %4' ANCHORS PERIMETER SEALANT BY OTHERS MIN. EMBEDMENT, TYPICAL INSTALL. ANCHOR, SEE - <" ,. SEE SPECS AT RIGHT SPECS AT RIGHT CONCRETE/MASONRY �...,� MIN. EDGE DIST., BY OTHERS SEE SPECS AT RIGHT VERTICAL SECTION t�7 `'��j/ SILL -DIRECT TO CONCRETE/MASONRY `� LIGHT CONFIGURATION FOR 5M ANCHORS, 1/4" MAX. SHIM SILICON SEAL FOR %" ANCHORS OVER ALL ANCHORS EXTERIOR INTERIOR E VERTICAL SECTION HEAD - METAL SUBSTRATE TYPICAL INSTALLATION YHS 50 FI ANCHOR TYPES SUBSTRATE MIN MIN, ANCHOR TYPE ANCHOR DESCRIPTION RP QUIREMENTS EMBEDMENT NOTES GIOGE STAN5/76"" DIA- TAPCON BV ITW CONCRETE AT HEAD, FOR USE (FV=125 KSI, Fy=100 KSI) S;LL OR /AMBS F'C= 3000 PSI MiN. 1-3/4' 3" THROUGH ON S/16"" DIA_ 8Y ELCO OPTIONAL IX BUCKS, BY C 90 HOLLOW/HLLFD 0. Fy-ON (Fu=177 KSL KSL Fyc155 KSI) BLOCK AT IAMBS F'M= ]." _ OTHERS 2000 PSI MIN. I 5/16"" DIA, ULTRACON BY ELCQ 11� N7 KSI, Fy=155 KSI) MIN. S.G_=055 WOOD 1-1/2" 1" — STEEL'. 12 GA. MIN., TREE HEADS . SH EtIN 5/1C DIA. SELFN6 F -36 KSI MIN. THR ( CONTACT WITH B S SCREWS (GRADEADE 5)S) AI.vUM..1/8 MIN., PENETRATION � 3/4" AI..UM.TO BE 6063 IS MIN. PAST METAL STRUCTURE ( PEAIED OR PAINTED 1f4"DIA. 7APCON HY ITN! CONCRETE AT HEAD, FOR USE (Fo=1ZS K51, Fy-lav Ksp SIL300 IAMMIN, 3000 P51 MIN. 13f4' 2-1/T" THROUGH oR ovnaNALix COC90 LOW/FILLED 1/4" PTA ULTRAC'ON BY ELCO BUCKS, BY C (F,177 KSI, Fy--�155 ESP BLOCKATJAMBS F'M= 2000000 PSI MIN. 1-3/4" 2-1/2" OTHERS 1/4" DIA. ULTRACON BY "C'(Fu MIN S.G. =0.55 W000 1-1/2" 1" — 177 KSI, Ty'-ISS KSI} STEEL I2 GA. MIN, 3 HREADS STEEL IN D 1/4 DIA SELF-f7RILLIN6 Fy 35 KSI MIN PE NETRANON CONTACT WITH 3/4^ kL I)M. TO SCREWS ALUM_ 1/8""MIN, PAST METAL BE 6063-TS MIN. STRUCTURE PLATEN OR PAINTED 1/4"DIA. SELF -DRILLING IS GA. MIN. S7EEL 1-1/2" IN 1" IN E SCREWS STUD, Fy=33 KSI MIN, WITH WOOD BACKING WOOD WOOD FM Ht4 ?£€ ¢P" pvEeS.. YKK AP AMERICA, INC. 1't24 E 5 O'Y 30 N. (4]EI277 L :'. (1d30-600i U m 0 _ oU ED P goa o n- 3 o a o a oT � E4 � REMARKS BY DATE A-HORIZ. MEMBER REVISION LS 04.20A 8-GASK.ETREVISION IS 10.19.i N.77 A OF e X�104a-'C"S"' 0 "it t i 4 I,41 EL x, FL H: FL14218 DATE: 01.28.16 DWG. BY: CHK. BV: SM HFN SCALE: NTS DWG.#: YKK164 In OF 2 CONCRETE/MASONRY BY OTHERS MIN. EDGE TYPICAL INSTALLATION ANCHOR, -"— DISTANCE, SEE SHEE716 SEE SPECS BELOW TYPICAL CAULK BETWEEN _ � INSTALLATION CONCRETE/MASONRY & 1X • - - ANCHOR, SEE WOOD BUCK BY OTHERS MIN. EMBEDMENT, SPECS BELOW 1X WOOD BUCK a, SEE SHEET 16 BY OTHERS 2X WOOD BUCKS OR EXTERIOR FINISH _ WOOD STRUCTURE BY OTHERS BY OTHERS 3/8" MAX. SHIM PERIMETER PERIMETER SEALANT FOR%6" ANCHORS, SEALANT BY OTHERS 1/4" MAX. SHIM BY OTHERS O.A, FRAME HEIGHT i O.A. FRAME HEIGHT SILICON SEAL 15 FOR Y4" ANCHORS OVER ALL ANCHORS 8 SEE GLAZING OPTIONS SHEETS 3,4&5 EXTERIOR INTERIOR F VERTICAL SECTION HEAD - CONCRETE/MASONRY W/4X BUCK MEDIUM / HEAVY CONFIGURATION SEE GLAZING OPTIONS SHEETS 3,4&S EXTERIOR VERTICAL SECTION HORIZONTAL MEMBER SEE GLAZING OPTIONS SHEETS T 3,4&5 EXTERIOR i _ INTERIOR MIN. EDGE DISTANCE, SEE SHEET 16 MIN, EMBED., SEE STEEL OR ALUM. SEE SHEET 16 STRUCTURE, BY OTHERS, SEE SPECS I BELOW TYPICAL INSTALLATION ANCHOR, SEE SPECS BELOW 15 PERIMETER SEALANT ap MIN. EDGE DISTANCE, i'THea SEE SHEET 16 �{ YKK AP AMEINC. 239 1 GYP- 1 �lr L MAX. SHIM BY OTHERS 3/8" MAX. SHIM kkl 25vjL,� L FOR FORS/6`ANCHORS, 1/4" MAX. SHIM SILICON SEAL '024" ANCHORS OVER ALL ANCHORS EXTERIOR INTERIOR I VERTICAL SECTION 7 HEAD - WOOD FRAMING TYPICAL INSTALLATION LIMITDESIGN LOADS FOR HORfZONTALAS FOLLOWS MAX HORIZ. SPAN MAX GUSS HEIGHT ABOVE HORIZ. MAX DESIGN I..DADS 60" 57-1/2" 70 PSF 60" 84" S2 PSF 66" 5E-SS/16" 44 PSF 61" 84" 32 PSF 72" 55-15/16" 30 PSF 72" 84" 20PS1 DESIGN LOADS SHOWN ABOVE ARE. BASED ON MAX, GLASS AREA ABOVE HORIZONTAL, FOR SIZES SMALLER THAN SHOWN ABOVE, ALLOWABLE DESIGN LOADS MAY BE CALCULATED SEPARATELY, SILICON SEAL OVER ALL ANCHORS " DIA WEEPS TWO PER LITE AT 8" FROM EACH VERTICAL 3/8" MAX. SHIM FOR %6' ANCHORS, 1/4" MAX. SHIM FOR /"ANCHORS PERIMETER SEALANT - j BY OTHERS a I MIN. EMBEDMENT, TYPICAL INSTALL. ANCHOR, SEE +a a ee - SEE SHE ET 16 SPECS AT RIGHT CONCRETE/MASONRY—�'" MIN. EDGE DIST., �) BY OTHERS SEE SHEET 16 H VERTICAL SECTION SILL - DIRECT TO CONCRETE/MASONRY 7 MEDIUM / HEAVY CONFIGURATION l.._ FOR 5�6 HORS, 1/4" MAXX. SHIM SILICON SEAL FOR %4" ANCHORS OVER ALL ANCHORS EXTERIOR INTERIOR 1 VERTICAL SECTION 7 HEAD - METAL SUBSTRATE TYPICAL INSTALLATION V Po z zT, w o� z o- �5 m o as o ��4 w e 0 6 X 2 N V 3 � LLNv � � w= G a F REMAkKS BY DATE A-H6RIZ.1.111P PE1610N IC 04.21116 A�aF44, � v ®®oS0 A�J1f@tYitit.t`- FL #: FL14218 DATE: 01.28.16 DWG. By CHK. BY: SM__i HFN SCALE: NTS m CONCRETE/MASONRY BY OTHERS INTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS 1X WOOD BUCK BY OTHERS CAULK BETWEEN WOOD AND CONCRETE/MASONRY BY OTHERS PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS INTERIOR SEE GLAZING OPTIONS HEETS 3, 4 &'. INTERIOR EXTERIOR SEE GLAZING OPTIONS — IEETS 3, 4 & 5 INTERIOR EXTERIOR SEE GLAZING OPTIONS INTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS -- CONCRETE/MASONRY BY OTHERS -..PERIMETER SEALANT BY OTHERS —EXTERIOR FINISH ___.. BY OTHERS I-- O.A. FRAME WIDTH ------ +— O.A. FRAME WIDTH { L HORIZONTAL SECTION HORIZONTAL SECTION (_N--�HORIZO TAL SECTION JAMB - CONCRETE/MASONRY W/ IX BUCK VERTICAL MULLION JAMB- DIRECT TO CONCRETE/MASONRY LIGHT CONFIGURATION LIGHT CONFIGURATION EIGHT CONFIGURATION CONCRETE/MASONRY BY OTHERS INTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS TX WOOD BUCK BY OTHERS CAULK BETWEEN WOOD AND CONCRETE/MASONRY BY OTHERS PERIMETER SEALANT BY OTHERS INTERIOR SEE GLAZING OPTIONS SHEETS 3, 4 5 INTERIOR SEE GLAZING OPTIONS — 1EETS 3, 4 & 5 INTERIOR _—INTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS CONCRETE/MASONRY BY OTHERS —PERIMETER SEALANT BY OTHERS BY OTHERS NOTE: PROFILE 48 SHOWN, EXTERIOR EXTERIOR PROFILE #1 SIMILAR. EXTERIOR BY OTHERS O.A. FRAME WIDTH O.A. FRAME WIDTH (p-II,ORIZONTAL SECTION ORIZO TAL SECTION r-R-I,,HORIZONTAL SECTION JAMB - CONCRETE/MASONRY W/ IX BUCK 8 VERTICAL MULLION JAMB - DIRECT TO CONCRETE/MASONRY MEDIUM CONFIGURATION MEDIUM CONFIGURATION MEDIUM CONFIGURATION EXTERIOR YNK °h_olity t3""sf Rf,*,s YKK AP AMERICA, INC. S�IRi�ry 1yOII a .111 FH. IGZBIZJ�-3955 FA%.;G]SjN3&6C0] z u ,p Z M 0 C a. 3 m u z�� a d 6 m o> 0 c m LLN s � o m REMARKS BY DATE A -GASKET REViNCN 11 10.191 g N 7 7 o Ia S A 'OF c FL #: FL14218 DATE: 01.28.16 DWG. BY: CHK. BY: SM HFN SCALE: NTS DWG.#: YKK164 SHEET: n OF 22.e 1X WOOD BUCK - BY OTHERS CONCRETE/MASONRY INTERIOR INTERIOR BY OTHERS SEE GLAZING SEE GLAZING INTERIOR FINISH OPTIONS OPTIONS SHEETS 3, 4 & 5 SHEETS 3, 4 & 5 INTERIOR FINISH BY OTHERS BY OTHERS PERIMETER SEALANT - -- --"--" PERIMETER SEALANT BY OTHERS BY OTHERS CAULK BETWEEN WOOD & TYP. INSTALLATION CONCRETE/MASONRY^�\ - -- -- ANCHOR, SEE BY OTHERS _ SHEETS 16 TYP. INSTALL. CONCRETE OR ANCHOR, "--MASONRY SEE SHEETS (; BY OTHERS 16 ° PERIMETER PERIMETER SEALANT SEALANT BY OTHERS BY OTHERS 6 ¢ 7 3 1 5 EXTERIOR FINISH------� � "` EXTERIOR FINISH BY OTHERS EXTERIOR EXTERIOR EXTERIOR BY OTHERS 3/8" MAX. SHIM 3/8" MAX. SHIM FOR s/6" ANCHORS. O.A. FRAME WIDTH —�- -°° O.A. FRAME WIDTH -�- FOR s/c `ANCHORS, 1/4" MAX. SHIM""— 1/4" MAX. SHIM FOR%" ANCHORS FORT?/.," ANCHORS HORIZONTAL SECTION SECTION U HORIZONTAL SECTION C9 JAMB CONCRETE/MASONRY IX BUCK rT�HO LION IAMB DIRECT HEAVYCONFIGURATION HEAVY CONFIGURATION GURAT ON HO NOFGURATIONASONRY SEE GLAZING rT` ap YKK AP AMERICA, INC. 141 e ik, PI41277-3 5 FAX z .(678)8 -6001 c.i zs E w z a O -_ - a z p C mo m LLN' -Y SEE SEPARATE APPROVAL r - FOR DOOR RATINGS & REMARKS BY DATE DETAILS m6 Ne��oanau, ��cr sxALLvaca„a�s ��. m7cF� \ E °�° 0} Pd 7 % S A OF c� C}m O w e'er FL N: FL14218 DATE: 01.28.16 DWG. BY CHK. BY: SM HFN SCALE: NTS owG.z: YKK164 SHEET: OF 22 ITEM I RART— 1 1 190663 JAMB/VERTICAL 6063-TS 2 3 4 E9-06SS E9-0565 E30656 _. SHALLOW POCKET FILLER HEAVY DUTY VERTICAL —__.. _.. DEEP POCKET FILLER 6063-T5 6063-TS 6063-TS 5 6 7 Ei-1068 E9-0662 EI-1062 FLAT FILLER AT PERIMETER ANCHOR HEAD/JAMB STEEL CHANNEL (1-1/2"X4-1/2"X3/16") 6063-T5 6063-T5 A36 STEEL 8 E9-0651 HEAD/JAM$/VERTICAL 6063-T6 9 E9-06SS GLASS STOP 6063-TS 10 E9-06" HORIZONTAL 6063-75 11 E9-0664 SILL (up TO k50 f+SF) 6063-TS 12 E9-0625 SII L FLASHING (UP TO t50 ESE) 6063-T5 13 E9-0652 SILL (UP TO+70/-90 PSF( 6063-75 14 E9-0619 SILL FLASHING(UP TO+70/90 PSF) 6063-T5 IS E1-1073 ANCHOR FILLER 6063-T5 16 E9-0504 DOOR IAMB O/P 6063-T6 17 E9-0688 EXPANSION MULLION(fEMALE) 6063-E6 18 19 20 23 2 23 E9-0689 E10i65 E9-0659 €9-0657 190660 E2-0084 EXPANSION MULLION (MALE) STELL REINFORCEMENT BAR (4" X 1f8 } go -CORNEA MULLION CORNER MULLION FILLER IFS' CORNER MULLION INTERIOR SILICONE SPACER 6063-T6 STEEL 6063-TS 6063-T5 6063-TS SILICONE 24 E2-009S SETTING BLOCK EPDM (85±S)) 25 26 E20088 E2 0083 INTERIOR GLAZING GAEKCF EXTERIOR GLAZING GASKET EPDM EPDM 27 E9 0654 HEAVY DUTY MULLION 6063-T6 28 K2-2441 WEATHERING GASKET EPDM l 0.090" i 5,000" 1.750" i 2.500" --� HEAVY DUTY VERTICAL 4soo^ ---{ 1.500" STEEL CHANNEL (1-1/2" X 4-1/2" X 3/16") 1.750" H 3.898" T 4 1.390" ODEEP POCKET FILLER 0.078" y S.000" 1.7y{50" I �— 2.500" ~� JAMB/VERTICAL — 5.000" 0.085" 2.soo" 1-750" �-•— / o J HEAD/JAMB/VERTICAL T0.063" 1 1.496" 3.898" (�) FLAT FILLER AT PERIMETER ANCHOR 0.047" 1.311" 1.429" -�— / „ GLASS STOP YKK ap ou'I° 'i "p...s YKK AP AMERICA, INC. 1211 HWY6S. VVASS -1+— 0,079" N, GEO GIA 33021 Gi O'E)a»sss rx la2alesasoo 1 Z Q Z m 0 0 z 1.750" 3.898" N C) � 799" SHALLOW POCKET FILLERwz CSa U E- REMARKS BY DATE 0.079" - swxrs eo oomrserv�. ogee 5.000" 1.750" q�l o o , E,. zsoo" - S R OF HEAD/JAMB ��dse tg� t@if11"`�N� 4.969" FL #'n j FL14218 --- 2.500" DATE: 01.28,16 1.189" OWGSBM CHK. BY HFN 0.071" SCALE: NTS DWG.H: YKK164 HORIZONTAL sa SHEET: 21 OF 2 4.969" i_ 2.500" 0.079" 11 SILL (UP TO ± 50 PSF) 3.898" 0.986" 0.079" 15 ANCHOR FILLER I -"- 0.079" 5.000" t-� 5.000" 20 90 DEGREE CORNER MULLION 0.079" 2.50 0" 5.250" 12 SILL FLASHING (UP TO ± 50 PSF) 0.079" ---I 2.500" t (� 4.969" --�{ 13 SILL (UP TO +70/-90 PSF) 140.125" r 0.063" 2.5001, 5.252' 14 SILL FLASHING (UP TO +70/-90 PSF) a-193" I ao91" 5.000" -.-- 0.094" �- 0.091" s.000° 5.000" 2.500" --1 --1 1-- 1.2811' 16 DOOR JAMB O/P 17 EXPANSION MULLION (FEMALE) 18 EXPANSION MULLION (MALE) 11--- 0.063" 3.8Ij9&" 1 ( -, - o.886" 21 90 DEGREE CORNER MULLION FILLER 5. 5.533" 1 22 13S DEGREE CORNER MULLION I 4.000" --{'F-�- 0.125" 19 STEEL REINFORCEMENT BAR 0.197" 5.000" I i 0.091" 2.500" a 27 HEAVY DUTY MULLION WK ap € ual !#2SYP6.. YKKAP AMERICA, INC. II Hall vie fl-)117 1111 IA.I-), z lE.�oo1 m zm cca O„ o � w=If � d =Y RE NaRKs BY oarE vy4 SJATf0F : rr may; ,s�rdB@8111,1` x FL #: FL14218 DATE: 01.28.16 DWG. BY: CHK. BY, SM NFN SCALE: NTS DWG.#: YKK164 SHEET: 22 Mr. Jose Archila YKK AID America E2-0083 / TR-6096E is made of 60 +/-5 Durometer Dense EPDM. This rubber extrusion material has been tested in accordance with ASTM C 864, Option II specifications. The die drawing and spec data sheet for this material is attachec for • reference. E2-0088 / TR-6151E is made of Closed -Cellular EPDM. This rubber extrusion material has been tested in accordance with ASTM C 509, Option II specifications, The die drawing and spec data sheet for this material is attached for your reference, Laboratory test results for the above -mentioned materials are attached for your reference. Sincerely, maim CC: Jim Stewart An 9EM. Company :1 "Progress Through Innovation, Technology 'OL I and Customer Satisfaction" 2887 Gilchrist Road - Akron, Ohio 44305 Mr. John Wegman Tremco, Inc. AA A2LA ACCREDITED LABORATORY MEMBER OF ACIL: THE ASSOCIATION OF INDEPENDENT SCIENTIFIC, MEMBER ENGINEERING AND TESTING FIRMS I" ISO 9001 Registered Leftent Mild reports are for the 4Xclushre useR it* -clieffis to whont they are addressed end shall not bs reptodoced except In full, without the written pamisston o��Akroitk orp"At Aboratory, Inc. The Wortration contained herein applies to the specific rnaterut ptodocts or =lasted or evahated. No varranty of any kind Is herein cons do 44 liability o Akron Rubber DeVolatunent tAboratory, Inc, shall be Un*Wd to the samni rallon paid for services. A2LA certificate numbers art 255.01 & 255,42, D "Progress Through innovation, Technology and Customer Satisfaction" Page I of 2- PN# 49424A AKRON RUBBER DEVELOPMENT LABORATORY, INC, August26,2002 2887 Gilchrist Road - Akron, Ohio 44305 1-800-830-ARDL - (330) 794-6600 - FAX (330) 794-6610 Mr. John Wegman Website: www.ardi.com - E-mail: lhfo@ardl.00m Tremco, Inc. ,1451 Jacobs•o n Avenue Ashland, Ohio 44805 9-UBJECT: Physical testing on material submitted by the above compa IRECEIVED: Five (5) slabs and six (6) compression buttons Identified as WJT 7523. ORIGINAL PHYSICAL PROPERTIES. ASTM D 412-9ita R 2240-02 Die C dumbbells tested at 20 In/min. RESULTS R99wagm9m PASS/FAIL Shore A Durometer, points 63 60 ± 5 Pass Tensile Strength, psi 1800 1600 min. Pass Ultimate Elongation, % 560 250 min. Pass HEAT -AGED P&QPERTIE_S,.ASTM D 573-99 Specimens aged 70 hrs. @ I OOOC in a forced air oven. RESULT REQUIREMENTS 'RAa4jLFAII_ Durometer, point change +5 +10 max. Pass Tensile Strength, % change -6.9 -15 max, Pass Elongation, % change -31.2 -40 max. Pass COMPRESSION SET. ASTMLD �395-98 METHOD B Specimens aged 22 hrs. @ 100°C, 25% deflection, Y2. hr. recovery. RESULTS REQUIREMENTS PASS/FAIL Compression Set, % 18.1 30 max. Pass Page 2 of 2- PN# 49424A August 26, 2002 Mr. John Wegman Tremco, Inc. # PASS/FAIL No cracks No cracks Pass LOW TEMPERATURE BRITTLENESS. AST M D 2137-94(00). METHOD A Five modified T-50 specimens conditioned 3 min. @ -40°C in methanol, then tested per Para. 9.3.2. RESULTS REQUIREMENTS PASS/FAIL No cracks No specimen shall crack Pass TEAR RESISTANCE, AT M Q 624D0, DIE C Specimens tested at 20 in/min. RESULTS REQUIREMENTS PASS/FAIL Tear Strength, ppi 165 150 min. Pass STAINING OF SURFACE ASTM 95 -88(00). METHOD B D 2 Procedure: Vi" x 1" specimens exposed 48 hrs, ten Inches below a 275 W, type RS UV bulb Test Surface: White Automotive Grade Enamel RESULTS REQUIREMENTS PASS/FAIL No migration stain No migration stain Pass Kle Ji rummondI ect Te nician Ph slpITting Manager-' AKRON RUBBER DEVELOPMENT LABORATORY, NC. N# 49424A JJD/SG EXCEL August 11, 2004 To Our Valued Customers: On August 5, 2004, PolyOne Corporation completed the divestiture of our Elastomers and Performance Additives business to an investor group led by Lion Chemical Capital and ACI Capital, The name of our new entity is Excel Polymers, LLC. We remain committed to the rubber compounding, performance additives and rolls businesses. The entire team and the existing manufacturing facilities will continue to serve your needs. We are very excited about operating our business as an independent company. With the support of and value for you. This will be a refreshing change for our customers, suppliers and associates. which support our business. Our mission at Excel Polymers will be to cultivate an environment that focuses on you, the customer. In the current environment of high inflation, raw material shortages and mounting global competitiveness, our primary purpose is to protect your franchise and to help you compete more effectively. The world expects more speed, doing more with less every day and innovation to create continued growth. Simply put, we must wake up every day with a "can do" attitude. For the last 10 months, we've been focused on supporting your business as well as going through the sale process. In addition, we have supported our global customers with new operations in China and the United Kingdom. Our full energies are now driven to ensure our mutual success. ftr y+w-o_tn&mxt period. Excel Polymers is a customer -driven business, We appreciate your business and look forwai to doing great things together. M= John E. Quinn Ron Chase Steve Nieto President and CEO V.P. Compounding Sales V.P. Specialty Products Excel Polymers LLC / 6521 Davis Industrial Parkway / Solon, OH 44139 / 1.800.237.8649 / www.excel-polymers.com M -12 THE AlRICAN ASSOCIATION FOR LABORATORY ACCPXDITATION ACCREDITED LABORATORY A21-A has accredited EXCEL POLYMERS, LLC Burton, OH for technical competence in the field of Mechanical Testing The accreditation covers the specific tests and types of tests listed on the agreed scope of accreditation. This laboratory meets the requirements of ISO/IEG 17025 - 1999 "General Requirements for the Competence of Testing and Calibration Laboratories" and any additional program requirements in the identified field of testing. Presented this 27*day of July 2005, SS -A For the Accreditation Council Certificate Number 0121,01 Valid to June 30, 2007 'LP � Revised May 9, 2007 For tests or types of tests to which this accreditation applies, please refer to the laboratory's Mechanical Scope of Accreditation. J Iti, 12, 200 / 5 : 02PM N,). 21E) 2/3 W, SCOPE OF ACCREDITATION TO ISO/MC 17025.1999 Valid To: June 30, 2007 F-XCU POLYMERS, LLC BURTON DEVELOPMENT LABORATORY 14330 Kinsman Road Burton, 014 44021-0366 Lynn McIntyre Phone: 440 834 5539 Certificate Nuinber, 0121,01 In recognition of the successful completion of the A2LA evaluation process, accmditaticrn is granted to this laboratory to porforra, the following automotive tests on rubber: -,"ASTM D297 Specific Gravity (,Section 16,3) ASTM D395 Rubber Property - Compression Set (Pad B) ,,,ASTM D412 Rubber Properties in Tension (Strength, Modulus & Elongation) V/ASTM D471 Rubber Property - EffeQt of Liquids ASTM D51 8 Rubber Deterioration - Surface Craokin g ASTM D573 Rubber Deterioration in in Air Oven ASTM D575 Rubber Properties in Compression ASTMI)624 Rubber Property - Tear Rcsistanco ASTM D865 Rubber Dotorioration by Heating in Air (Toot Tube P-nolosurr) ASTMI D925 Rubber Property - Staining of Surfaces (Methods A & B) ASTM DI 149 Rubber Deterioration - Surface Ozone Cracking (Flat Specimens) ASTM D 1171 Rabbet Deterioration - Surface Ozone Cracking (Tniiwgular) STM D 1229 Rubber Property - Compression Set at Low Temperalurcs STMD1646 Viscosity, Vulcanization Characteristics (Mooney Viscometer) STM D2084 Rubber Property - Vulcanization (Oscillating Disk Cate Mctcr) ASTM D2137 Rubber Property - Brittleness Point ASTM D2240 Rubber Property - Ditrometer Hardness (Shore A) ASTM D2632 Rubber Property - Resilience (Vot-tical Rcbound) ,,/ASTM D5289 Rubber Property - Vulcanization (Moving Die Curt Meter) Burton Development Laboratory TcstM,cdiod0I001 Pr000duros for Mixing Compounds and Preparing Vulcanized Sboet-q (A2LA Ctrt. No, 0121.01) 07/27/2005 pa�e, I of I 0 MRR.25.2002 8:22RM MR HANNO RUBBER COMP, NO.971 P.2 ................®. Development Lab Test Report -Z Project Number., PolyOne Elastomers Development Laboratory Originator BILL TOTH 14330 Kinsman Road PO Box 366 Customer: TREMCO Burton, OH 44021-0366 Compound: WJT-5559#4 45AP31&1 Data; 3/16/02 600*1 $bA41F BDC Number. 11420 Attn: JOHN WEGMAN AVW' Specffication: C-509 SPECIFICATION RESULT 131068:Comp ressive Modulus, Cured Stk 25% Compression Molulus 13 - 24 PSI 18 D395-98, Method B; (2-PLY) 22 HRS. a 70®C 30% MAX 28.7% D866-99 Test Tube Aging 70 HRS @ 100®C 25% Compression Molulus 01+10 PSI 3 % LENGTH CHANGE -0.7% D471-98 Fluid Immersion in H2O 24 HRS @ 23°C % WEIGHT CHANGE 5% 3,3% Low Temperature Brittleness Flex FLEX IN JIG PER ASTIVI C-609 NO CRACKS PAJ Ozone DI 149-99; Conditioned for 214 HRS before exposure NO CRACKS MR alml; W =� WL-Allirtrugir uffiwllfoiyi��J 'Mr kevelopment Lab Test Report (Burton A21-A) Effective Date: 8/1712001 Page 1 of 3 MAR. 25.20M B: 23W MR HPMP RLMBM COMP NO. 1371 P. 3 IF lk AY20!(�.Vl .... Pa.-** ....... .. Deveiopment Lab Test Report Project Number: Poly0ne Elastomers Development Laboratory Originator BILL TOTH 14330 VJnsman Road PO Box 366 Customer TREMCO Burton, OH 44021-0368 Compound, WJT-5559 #4 Data: 3115102 Technician: Chemist:A'_�_ 7—P-0- DATE: 3/23102 DATE: Development Lab Test Report (Burton A2LA) Effeave Date. 8/17/2001 Page 2 of 3 6/5/2021 Florida Building Code Online al , o's i , "" BCIS Home Log In Use, Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us II. BCIS Site Map Links Search Product Approval db'r , CIA USER: Public User " , P Product Approval Menu > E�rodcct or Application Search > ApplicationApplicationList > Application Detail _ FL # F1-10264-R15 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Firestone Building Products Company, LLC. Address/Phone/Email 200 4th Avenue South Nashville, TN 37201 (317) 845-3875 sherwinjenny@firestonebp.com Authorized Signature Jennifer ONeal sherwinjenny@firestonebp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Single Ply Roof Systems Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nierninen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 05/29/2023 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM D6878 ASTM G155 FM 4470 FM 4474 UL 1897 P.1 YAAK 2013 2013 2016 2011 2012 https:llwww.floridabuilding.org/pr/pr�_app_dti.aspx?param=wGEVXQwtDquGot0kaJvZZ6iLl RdW5qQh6EkeveqzhAN8oGnYDbsORQ%3d%3d 1/2 6/5/2021 Florida Building Code Online 0 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 09/24/2020 09/28/2020 10/09/2020 12/15/2020 FL # j Model, Number or Name Description 10264.1 i Firestone UltraPly TPO Single Ply Thermoplastic polyolefin (TPO) roof systems Roof Systems Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-495.0 Other: 1.) The design pressure noted in this application relates to on particular assembly. Refer to the ER Appendix for all assemblies and associated design pressures. 2.) Refer to the ER, Section 5 for Limits of Use. Installation Instructions FL10264 R1� II 2020 09 23 FINAL AY ER �JI1FraPIyTPp FL10264- R15.pdf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL10264 R15 AE 2020264- PL15.p,dif Created by Independent Third Party: Yes Contact Us :: 2601 &lair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/ EEO employer. Copyright 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 Approval Accepts: ME]WEEM Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquGot0kaJvZZ6IL1RdW5gQh6EkcvegzhAN8oGnYDbsORQ%3d%3d 2/2 324 353 Christian Street, Unit #1 Oxford, CT 0647 if Firestone Building Products Company, LLC. Evaluation Report F8970.02.08-RI Nashville, TN 37201 Date of Issuance: 02/07/200 This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use o 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. The product described herein has been evaluated fc, compliance with the 7t' Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: Firestone UltraPly TPO Single Ply Roof Systems I Lxosuws: Labeling shall he in accordance with the requirements of the Accredited Cwa|by Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility |ocadon(s) changes, or Code provisions that relate tothe product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC LLC of any changes to the product(s)' the Quality Assurance or the production facility |ucation(s). N[K4O ET[ LL[ requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded bythe words ^WEyWOIetc. Eva|uated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. |wspccnom:UponrequestacopyofthisendreEva|uadonReportshaUbopmvidedtotheuserbythemanufactureror 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 1through 4. plus 63 po0e Appendix. Prepared by: Robert JI.K0.Niem|nen,P.E. The facsimile sea[ appearing was authorized by Robert nb/��n�g��od�nmo�eos�Rundoo[x�ms9o3 w/^°/"°"'p.s.""ow��u�.m/,u�,not w"ma""^ectronically signed document. CERTIFICATION '*INDEPENDENCE: z. wswo src uc does not have, nor does it intend to acquire or will it acquire, o financial interest in any company manufacturing nr distributing products |tevaluates. z. wsmosTc LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert w/emincn' P.E. does not have nor will acquire, an^anua| interest in any company manufacturing ordistributing products for which the evaluation reports are being issued. «. Robert wicmmen'Ps.does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. s, This isubuilding code evaluation. Neither msmoETC, LLCnor Robert wiemioen'rs.are, inany way, the Designer uRecord for any project on which this Evaluation Report, o,previous versions thereof, is/was used for permitting o,design guidance unless retained specifically for that purpose. ONEMOJetc. Product Category: Roofing Sub -Category: Single Ply Roof Systems Compliance Statement: Firestone WltnaPlyTPO Single Ply Roof Systems, as produced by Firestone Building Products Company, LLC, have demonstrated compliance with the following sections of the 7' Edition (2020) Florida Building Code through testing inaccordance with the following Standards. Compliance issubject tuthe Installation Requirements and Limitations / Conditions ofUse set forth herein. Section !mgerty Standardi Year 1504.3.1 Wind resistance FM 4*74 2011 1504.3.1 Wind resistance oLzoy7 2012 1504.6 Physical properties AsTMa1ss zuza 15043 Impact resistance FM 4470 aozo 1507,13.2 Material standard xsrIVIoso7a ano Entity LXM Reference Date Entity Exam Reference Date msmoETC, ULC Evaluation Report F8*70.02.08-xIa Certificate of Authorization #3z45s 7 THEDITION (zmo)mCwom'ovozEVALUATION ru0264-na Firestone o/t,amvTpoSingle Ply Roof Systems Revision IS: oy/za/zuzo Page oof* ONEMOJetc. Entity Exam Reference Date Entity Exam Reference Date FM (TST1867) FM 4474 3038546 12/17/2010 PRI(TST5878) FM 4474 FBP-191-02-02 07/31/2014 FM (TST1867) FM 4474 3041939 01/04/2011 PRI(TST5878) UL1897 FBP-193-02-02 10/16/2014 FM (TST1867) FM 4474 3041694 01/14/2011 PRI(TSTS878) UL1897 FBP-206-02-01 10/16/2014 FM (TST1867) FM 4474 3041939 02/01/2011 PRI(TST5878) FM 4474 FBP-194-02-02 10/21/2014 FM (TST1867) FM 4474 3041939 03/02/2011 PRI(TST5878) UL1897 FBP-196-02-04 10/21/2014 FM (TST1867) FM 4474 3039133 04/07/2011 PRI(TST5878) UL1897 FBP-196-02-02 10/22/2014 FM (TST1867) FM 4474 3041535 06/08/2011 PRI(TST5878) UL1897 FBP-213-02-01 11/20/2014 FM (TST1867) FM 4474 3041949 06/10/2011 PRI(TST5878) FM 4474 FBP-213-02-03 11/20/2014 FM (TST1867) FM 4474 3042909 08/03/2011 PRI(TST5878) FM 4474 FBP-216-02-01 11/20/2014 FM (TST1867) FM 4474 3038191 08/04/2011 FRI(TST5878) UL1897 FBP-220-02-01 01/29/201S FM (TST1867) FM 4474 3038770 08/04/2011 PRI(TST5878) FM 4474 FBP-222-02-01 02/02/2015 FM (TST1867) FM 4474 3041939 08/16/2011 PRI(TST5878) FM 4474 FBP-220-02-02 02/11/2015 FM (TST1867) FM 4474 797-06749-267 09/13/2011 UL(TST1740) UL1897 10CA20078 11/20/2010 FM (TST1867) FM 4474 3036639 11/22/2011 UL(TST1740) UL1897 10NK13003 06/13/2011 FM (TST1867) FM 4474 3044812 01/05/2012 UL(QUA9625) QC Service Confirm 09/11/2017 UL(QUA9625) QC Florida BCIS Current This Evaluation Report covers UltraPly TPO Single Ply Roof Systems installed in accordance with Firestone Building Products Company, LLC published installation instructions and the Limitations / Conditions of Use herein. TABLE 1: MEMBRANES FOR TPO SINGLE PLY Ro®F SYSTEMS Product Nominal Thickness (mil) Material Standard Plant(s) UltraPly TPO 45, 60, 80 ASTM D6878 AL, SC UltraPly TPO XR 45, 60, 80 ASTM D6878 AL UltraPly TPO SA 60 ASTM D6878 AL 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 High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami - Dade Counties). 5.3 This Evaluation Report pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation, 5.5 This Evaluation Report does not include evaluation of roof edge termination. Refer to FBC 1504.5 for requirements and limitations regarding edge securement for low -slope roofs. 5.6 Refer to FBC 1511 for requirements and limitations regarding recover installations. 5.6A For mechanically attached components over existing roof 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 shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.6.2 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. if any surface conditions exist that bring system performance into question, 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 shall be conducted on mock-ups of the proposed new roof assembly. NEMO ETC, LLC Evaluation Report F8970.02.08-1115 Certificate of Authorization #32455 7'" EDITION (2020) FBC NON-HVHZ EVALUATION FL102E4-R15 Firestone UltraPly TPO Single Ply Roof Systems Revision 15: 09/23/2020 Page 3 of 4 ONEMO I etc. 5�63 For bonded insulation ormembrane over existing substrates inarecover installation, the existing roof system 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 4ST&8 E907' FM Loss Prevention Data Sheet 1'SZorTesting Application Standard TAS1Z4. 5�7 Refer to Appendix I for system attachment requirements for wind load resistance. 5.7.1 "MDP" = 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 app|ied).Refer toFBC 160gfor determination ofdesign wind loads. 5.7�2 For mechanically attached components or partia||y'bonded insulation, the maximum design pressure for the selected assembly shall meet orexceed atleast the Zone 1PRIME design pressure determined inaccordance with FB[Chapter 16. Elevated pressure zones shall employ an attachment density designed by qualified design professional to resist the elevated pressure criteria. Commonly used methods are AwS|/SPR\ VVD1' FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet z'29(February 2020)for Zone 2/3enhancements. 5.7.3 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.Norational analysis ispermitted for these systems. 5.8 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20'3. Refer tothe Product Approval of the component manufacturer for components listed in Appendix I that are produced by a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report. Firestone Wltm9lyTPO Single Ply Roof Systems shall beinstalled inaccordance with Firestone Building Products Company published installation instructions, subject to the Limitations / Conditions of Use noted herein. As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. Contact the named CIA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 CIA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. UL,LL[—QUA9G25;(414)Z4864O9; NEW ETC, uc Evaluation Report myruo2m8-nIS Certificate *^ummau""#3z45s 71 HEDITION (2uuDeomow-Ha*zEVALUATION ru0264'n15 Firestone u/tonvnpnSingle Ply Roof Systems Revision zs:uy/zVaoao Page *n,* ONEMOIetc. TABLE DECK APPLICATION TYPE DESCRIPTION PAGE 1A Wood New, Reroof (Tear -Off), Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 5-6 1B Wood New, Reroof (Tear -off), Recover C-2 Plate -Bonded Roof Cover 7 1C Wood New, Reroof (Tear -Off), Recover D-1 Insulated, Mechanically Attached Roof Cover (stress plates) 8 1D Wood New, Reroof (Tear -Off), Recover D-1 Insulated, Mechanically Attached Roof Cover (batten strips) 8 1E Wood New, Reroof (Tear -Off), Recover E-1 Non -Insulated, Mechanically Attached Roof Cover 8 2A Steel New or Reroof (Tear -Off) A-1 Bonded insulation, Bonded Roof Cover 9 2B Steel New or Reroof (Tear -Off) A-1 Bonded Vapor Barrier, Bonded Insulation, Bonded Roof Cover 9-10 2C Steel New or Reroof (Tear -Off) A-1 Bonded Thermal Barrier, Bonded Vapor Barrier, Bonded Insulation, Bonded Roof Cover 10 2D Steel or Structural concrete New, Reroof (Tear -Off), Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 10-16 2E Steel or Structural concrete New, Reroof (Tear -Off), Recover B-2 Mech. Attached Base Insulation, Bonded Temp Roof, Bonded Top Insulation, Bonded Roof Cover 16-18 2F Steel or Structural concrete New, Reroof (Tear -Off), Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 18-26 2G Steel or Structural concrete New, Reroof (Tear -Off), Recover C-2 Plate -Bonded Roof Cover 26-27 2H Steel or Structural concrete New, Reroof (Tear -Off), Recover D-1 Insulated, Mechanically Attached Roof Cover (Stress Plates) 27-30 21 Steel or Structural concrete New, Reroof (Tear -Off), Recover D-1 Insulated, Mechanically Attached Roof Cover (Battens) 30-33 2J Steel or Structural concrete New, Reroof (Tear -Off), Recover D-2 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 33 3A Structural concrete New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 34-41 3B Structural concrete New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 41 4A Lightweight concrete New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 42-49 _4B Lightweight concrete New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 49-51 5A Cementitious Wood Fiber Reroof (Tear -off) A-1 Bonded Insulation, Bonded Roof Cover 52 5B Cementitious Wood Fiber Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 52 6A Existing Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 53 6B Existing Gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 53 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 54-60 7B Steel Recover C-2 Plate -Bonded Roof Cover 61 7C Steel Recover D-1 Insulated, Mechanically Attached Roof Cover 62 7D Steel Recover D-2 Insulated, Mechanically Attached Roof Cover (RMA Strips) 62 7E Steel Recover E-1 Non -Insulated, Mechanically Attached Roof Cover 62 7F Various Recover F Non -Insulated, Bonded Roof Cover 63 The following notes apply to the systems outlined herein: I The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 2 Unless otherwise noted, fasteners and stress plates shall be as follows. Fasteners shall be of sufficient length for the following engagements: Wood Deck: Firestone All -Purpose or Heavy -Duty Fasteners with Firestone Insulation Fastening Plates. Minimum 1-inch plywood penetration or wood plank embedment. Steel Deck: Firestone All -Purpose, All -Purpose S or Heavy -Duty Fasteners with Firestone Insulation Fastening Plates. Minimum %-inch steel penetration, engage the top flute of the steel deck. Structural Concrete: Firestone Heavy -Duty or Concrete Drive Fasteners with Firestone Insulation Fastening 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 FBC Approved (Local or Statewide) board(s) that meet FBC 1505 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. MEMO ETC, LLC Evaluation Report F8970.02.08-R15 for FL10264-R15 Certificate of Authorization #32455 7T8 EDITION (2020) FBC NON-HVHZ EVALUATION Revision 15: 09/23/2020 @2019, MEMO ETC, LLC Firestone UltraPly TPO Single Ply Roof Systems; (317) 945-3875 Appendix 1, Page 1 of 63 ONEMOjetc. Minimum 200 psi, minimum 2-inch thick FBC Approved lightweight insulating concrete may be substituted for rigid insulation board for System Types B-1, C-1, C-2, D-1 or D-2, whereby fasteners are installed through the lightweight insulating concrete to engage the structural deck. The structural deck shall be of equal or greater type, thickness and strength to the steel and structural concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. This is a wind uplift resistance allowance and does not purport to address non - wind -uplift -related issues, such as deck venting or moisture levels within the LWIC and the potential effect on overlying components. 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 (February 2020). 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: Full coverage, 20-40 lbs/square. Firestone I.S.O. FIX 11: Continuous 0.75-inch beads, 8-inch o.c. Firestone I.S.O. Spray R: Continuous 0.5 to 0.75-inch ribbons, 12-inch o.c. ➢ Firestone I.S.O. Stick: Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. Firestone I.S.O. Twin Pack: Continuous 0.5 to 0.75-inch beads, 12-inch o.c. ➢ ICP Adhesives Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. ➢ Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, board joints shall be staggered. 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 (MDP) 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. Tapered ISO 95+ GIL: ➢ Hot asphalt: MOP -120.0 psf (Min. 0.5-inch thick) ➢ Firestone I.S.O. FIX 11: MDP -172.5 psi (Min. O.S-inch thick) Firestone I.S.O. Stick: MDP -187,5 psf (Min. 0.5-inch thick) Firestone I.S.O. Twin Pack or I.S.O. Spray R: MDP -157.5 psf (Min, 0.5-inch thick) ➢ ICP Adhesives Polyset CR-20: MDP -117.5 psf (Min. 1.0-inch thick) Tapered RESISTA: Firestone I.S.O. FIX 11, 12-inch o.c.: MDP Firestone I.S.O. FIX 11, 6-inch o.c.: MDP Firestone I.S.O. Spray R, 12-inch o.c.: MDP Firestone I.S.O. Spray R, 6-inch o.c.: MDP Firestone I.S.O. Stick, 12-inch o.c.: MDP Firestone I.S.C. Stick, 6-inch o.c.: MDP Firestone I.S.O. Twin Pack, 12-inch o.c.: MDP Firestone I.S.O. Twin Pack, 6-inch o.c.: MDP -165,0 psf (Min. 0.5-inch mick)\ -405,0 psf (Min, 0.5-inch thick) -165.0 psf (Min. 0.5-inch thick) -405.0 psf (Min. 0.5-inch thick) -165.0 psf (Min. 0.5-inch thick) -405.0 psf (Min. 0.5-inch thick) -165.0 psf (Min. 0.5-inch thick) -405.0 psf (Min. 0.5-inch thick) 8 For adhered roof insulation and board -size: Unless otherwise noted, refer to Section 2.2.10.6.2 of FM Loss Prevention Data Sheet 1-29 (February 2020), 9 For mechanically attached components or partially -bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FBC Chapter 16. Elevated pressure zones 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, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020) for Zone 2/3 enhancements. 10 For assemblies with all components fully bonded, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. MEMO ETC, LLC Evaluation Report F8970.02.08-R15 for FL10264-R15 Certificate of Authorization #32455 7'H EDITION (2020) FBC NON-HVHZ EVALUATION Revision 15: 09/23/2020 (D2019, NEMO ETC, LLC Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Appendix 1, Page 2 of 63 ONEMO I etc. 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 bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance shall be conducted on mock-ups of the proposed new roof assembly. For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system 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. Field uplift testing shall be in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13 Refer to FBC 1511 for requirements and limitations regarding recover installations. For Structural Concrete Deck or Recover Applications using System Type C-1, C-2, D-1 or D-2, the insulation is optional. Alternatively, an FBC Approved insulation board or coverboard may be used as a separation layer. Board products shall be preliminarily attached prior to roof cover installation (Note 5 herein). The separator component shall be documented as meeting FBC 1505 and, for foam plastic, FBC Chapter 26, when installed with the roof cover in Recover applications. 14 Lightweight insulating concrete (LWIC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWIC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. For "pre-existent" LWIC 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). Use of these listings in new construction or re -roof (tear -off) applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15 For single -ply membranes in System Type D-1 steel deck applications, the roof membrane shall be run with its length perpendicular to the steel deck flutes. For bonded membrane applications, unless otherwise noted, refer to the following. MEMBRANE ADHESIVE COMBINATIONS MEMBRANE ADHESIVE METHOD RATE UltraPly TPO UltraPly Bonding Adhesive (UP -BA) Contact Application 45 to 60 ft'/gal UltraPly TPO Water Based Bonding Adhesive-P (WBBA-P) Contact Application 100 to 120 ft'/gal. UltraPly TPO Single -Ply LVOC Bonding Adhesive (LVOC-BA) Contact Application 45 to 60 ft'/gal UltraPly TPO Single -Ply LVOC Bonding Adhesive 1168 (LVOC-BA-1168) Contact Application 45 to 60 ft'/gal UltraPly TPO XR XR Bonding Adhesive (XR-BA) Substrate Application 70 to 90 ft'/gal UltraPly TPO XR Water Based Bonding Adhesive-P (WBBA-P) Substrate Application 100 to 120 ft'/gal. UltraPly TPO XR XR Stick Membrane Adhesive Substrate Application Continuous % to 1-inch wide ribbons, spaced as noted UltraPly TPO XR I.S.O. Spray R Substrate Application Continuous % to 1-inch wide ribbons, spaced as noted 16 Vapor barrier options for use over structural concrete deck followed by bonded 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; FOLLOWED BY ADHESIVE -APPLIED INSULATION PER TABLE 3A. OPTION # PRIMER VAPOR BARRIER INSULATION ADHESIVE MDP (PSF) TYPE (NOTE 15) APPLICATION C-VB-1. ASTM D41 Base Ply: MB Base, SBS Base, SBS Base-P, SBS PolyBase, SBS Premium Base, SBS Premium Poly Base, APP 160 COOL, APP 170 COOL Multi -Purpose MB Cold Adhesive, 1,5-2.0 gal/sq. Multi -Purpose MB Cold Adhesive -67.5* C-VB-2. None MB Base LiquiGard, 1.5-2.0 gal/sq. I.S.O. Spray R, 12" o.c. -240,0* C-VB-3. None MB Base LiquiGard, 1.5-2.0 gal/sq. I.S.O. Twin Pack, 12" o.c. -240.0* C-VB-4. None SBS Base, SIBS Base-P, SBS PolyBase, SBS Premium Base, SBS Premium Poly Base LiquiGard, 1.5-2.0 gal/sq, I.S.O. Spray R, 12" o.c. -240,0* C_VB_5. I None SBS Base, SBS Base-P, SBS PolyBase, SBS Premium Base, SBS Premium Poly Base LiquiGard, 1.5-2.0 gal/sq. I.S.O. Twin Pack, 12" o.c. 240.0* C-VB-6. I ASTM D41 MB Base I.S.O. Twin Pack, 4" 0.c. I.S.O. Twin Pack, 12-inch o.c. -232.5* NEIVIO ETC, LILC Certificate of Authorization #32455 @2019, MEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-1115 Revision 15: 09/23/2020 Appendix 1, Page 3 of 63 ONEMO I etc. VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; FOLLOWED By ADHESIVE -APPLIED INSULATION PER TABLE 3A: OPTION PRIMER VAPOR BARRIER INSULATION ADHESIVE MDP TYPE (NOTE 15) APPLICATION # (PSF) C-VB-7. ASTM D41 1 or 2 plies Ply IV or Ply VI or 1 ply MB Base, SBS Base, SBS Polybase or SBS Hot asphalt Not asphalt -120.0* Premium Base C_VB_8. ASTM D41 1 or 2 plies Ply IV or Ply VI or 1 ply MB Base, SBS Base, SBS Polybase or SBS Hot asphalt I.S.O. Spray R or I.S.O. Twin Pack, 12" o.c. -495.0* Premium Base C-VB-9. ASTM D41 SBS-TA; SBS Poly Torch Base, SBS Glass Torch Base, SBS Glass Torch Base 1.5, SBS Torch -applied I.S.O. Spray R or I.S.O. Twin Pack, 12" o.c. -495.0* Smooth C-VB-10. V-Force SB Primer V-Force Vapor Barrier Self -adhering I.S.C. Spray R, 12" o.c. -255.0* C-VB-11. V-Force SIB Primer V-Force Vapor Barrier Self -adhering I.S.O. Stick, 12" o.c. -262.5* C-VB-12. V-Force SB Primer V-Force Vapor Barrier Self -adhering I.S.O. Twin Pack, 12" O.C. -255.0* 17 For membrane attachment using batten -strips, batten -strip end laps shall be spliced with sufficient dimension to allow for minimum 2-fasteners at each batten -strip lap. 18 For System Type C-2 (induction weld), care shall be taken to ensure that the plates do not line-up with membrane seams. This condition may preclude proper induction welding of the membrane to the plates. 19 For System Types B-1, 3-2 and C-1 over steel deck, V-Force Vapor Barrier Membrane, self -adhered, may be installed atop the steel roof deck prior to installation of subsequent insulation components. 20 "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 NEIVIO ETC, LLC Certificate of Authorization #32455 @2019, NEMO ETC, LLC 7 T" EDITION (2020) FEE NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report 1`8970.02.08-1115 for FL10264-1115 Revision 15: 09/23/2020 Appendix 1, Page 4 of 63 *NEmQ_j etc. EIRM. No= System Deck Base Insulation Layer Top Insulation Layer IN 0. Roof Cover (Note 15) MDP (psf) o. (Note 11) (Note 13) Type Fasten (Note 11) Attach� ULTRAPLYTPO SYSTEMS Min. 15/32-inch plywood at (Optional) One or more layers, any 1 per UltraPly TPO / UP -BA, LVOC-BA- W-1. max 24-inch spans combination, loose laid . Min1-inch RESISTA Note 2 4.0 ft2 1168, LVOC-BA -30,0* W-2. Min. 19/32-inch plywood at (Optional) One or more layers, any 1 per UltraPly TPO / UP -BA, LVOC-BA- max 24-inch spans combination, loose laid Min. 2-inch ISO 95+ GL Note 2 1.8 ft2 1168, WBBA-P -45.0 Min. 15/32-inch plywood at (Optional) One or more layers, any 1 per UltraPly TPO / UP -BA, LVOC-BA- W-3. max 24-inch spans combination, loose laid . Min1-inch RESISTA Note 2 2.7 ft' 1168, LVOC-BA -45,0* Min. 15/32-inch plywood at (Optional) One or more layers, any 1 per UltraPly TPO / UP -BA, LVOC-BA- W-4. max 24-inch spans combination, loose laid Min. 1-inch RESISTA Note 2 1.6 ft2 1168, LVOC-BA -45.0 W-5. Min. 15/32-inch plywood at (Optional) One or more layers, any . . Min05-inch ISOGARD HD Note 2 1 per UltraPly TPO / UP -BA, LVOC-BA- -45.0* max 24-inch spans combination, loose laid 2.7 ft2 1168, LVOC-BA W-6. Min. 15/32-inch plywood at (Optional) One or more layers, any Min. 0.5-inch SECUROCK Gypsum -Fiber 1 per UltraPly TPO / UP -BA, LVOC-BA- max 24-inch spans combination, loose laid Roof Board Note 2 4.0 ft2 1168, LVOC-BA -4S.O* W-7. Min. 7/16-inch APA rated (Optional) One or more layers, any 1 per UltraPly TPO / UP -BA, LVOC-BA- OSB at max. 24-inch o.c. combination, loose laid Min. 0.25-inch Dens Deck Prime Note 2 2,7 ft' 1168, LVOC-BA, WBBA-P -45.0* Min. 23/32-inch plywood at (Optional for Recover) Min. 1.5-inch thick, I per W-8. max 24-inch spans one or more layers, any combination, Min, 0.25-inch Dens Deck Prime Note 2 2.7 ft2 UltraPly TPO / UP -BA, LVOC-BA -45.0* loose laid Min. 19/32-inch APA rated W-9. plywood or min. 7/16-inch (Optional) One or more layers, any Min. 0.25-inch Dens Deck Prime or 1 per UltraPly TPO / UP -BA, LVOC-BA- APA rated OSB at max. 24- combination, loose laid SECUROCK Gypsum -Fiber Roof Board Note 2 2.13 ft' 1168, LVOC-BA, WBBA-P -45.0* inch o.c. W-10. Min. 15/32-inch APA rated (Optional) One or more layers, any Min. 0.25-inch SECUROCK Gypsum -Fiber 1 per UltraPly TPO / UP -BA, LVOC-BA- plywood at max- 24-inch o.c. combination, loose laid Roof Board Note 2 - 1.6 ft' 1168, LVOC-BA, WBBA-P -45.0 Min, 19/32-inch plywood at (Optional) One or more layers, any Min. 0.5-inch SECUROCK Gypsum -Fiber 1 per UltraPly TPO / UP -BA, LVOC-BA- W_11� max 24-inch spans combination, loose laid Roof Board, Dens Deck or Dens Deck Note 2 1,6 ft' 1168, WBBA-P -45.0 Prime W-12. Min. 15/32-inch APA rated (Optional) One or more layers, any Min. 0.5-inch SECUROCK Gypsum -Fiber 1 per UltraPly TPO / UP -BA, LVOC-BA- plywood at max. 24-inch o.c. combination, loose laid Roof Board Note 2 2.13 ft2 1168, LVOC-BA -52.5 W-11 Min. 15/32-inch plywood at (Optional) One or more layers, any [Min. 0.5-inch SECUROCK Gypsum -Fiber 1 per UltraPly TPO / I max 24-inch spans combination, loose laid Roof Board Note 2 1.8 ft2 1168, LVOC-BA -67.5 ULTRAPLYTPO XR SYSTEMS Min. 7/16-inch APA rated (Optional) One or more layers, any 1 per U ltraPly TPO XR / XR Stic�k' 12- W-14. OSB at max. 24-inch o.c. combination, loose laid Min0 . .25-inch Dens Deck Prime Note 2 2.7 ft' inch o.c. or hot asphalt ' ull 45.0* coverage) I _1 MEMO ETC, LLC Certificate of Authorization #32455 02019, MEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 945-3875 Evaluation Report F8970.02.08-RI5 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 5 of 63 ONEMO I etc. M I I= ME Top on insulation LayerIN Roof C-".' t. 1 5) MOP (psf) System Deck Base Insulation Layer Type 7 Fasten (dote 11) 77 No. (Note 1) (Note 13) Min. 19/32-inch APA rated U 12- UltraPly ly TPO XR / X R Stick, plywood or min. 7/16-inch W-15. (Optional) One or more layers, any Min. 0.25-inch Dens Deck Prime or Note 2 Nate 2 1 per , n halt If inch o.c. or hot asphalt (full inch . c o r hot asphalt -45.0* APA rated OSB at max. 24- combination, loose laid f B SECUROCK Gypsum -Fiber Roof Board f, 2 2.13 t2 overage coverage) inc o.c. 1 1 UltraPly TPO XR / XR Stick, 12- Min. 15/32-inch APA rated W-16, (Optional) One or more layers, any Min. 0.25-inch SECUROCK Gypsum -Fiber Note 2 1 per inch o.c. or hot asphalt (full -45.0 plywood at max. 24-inch o.c. combination, loose laid Roof Board 1.6 ft2 coverage) UtTRAPEY TPO SA SysTEms W-17. Min. 15/32-inch plywood at (Optional) One or more layers, any Min. 1-inch RESISTA Note 2 per UltraPly TPO SA, self -adhered _30.0* max 24-inch spans combination, loose laid 4.0 ft2 W-18. Min. 15/32-inch plywood at (Optional) One or more layers, any Min. 0.5-inch SECUROCK Gypsum -Fiber Note 2 1 per UltraPly TPO SA, self -adhered -37.5* max 24-inch spans combination, loose laid Roof Board 4.0 ft' W-19. Min. 19/32-inch plywood at (Optional) One or more layers, any Min. 2-inch ISO 95+ GL Note 2 1 per UltraPly TPO SA, self -adhered -45.0 max 24-inch spans combination, loose laid 1.8 ft, W-20. Min. 15/32-inch plywood at (Optional) One or more layers, any Min. 1-inch RESISTA Note 2 1 per UltraPly TPO SA, self -adhered -45.0* max 24-inch spans combination, loose laid 2.7 ft2 W-21. Min. 15/32-inch plywood at (Optional) One or more layers, any Min. 1-inch RESISTA Note 2 I per UltraPly TPO SA, self -adhered 45.0 max 24-inch spans combination, loose laid 1.6 ft2 W-22. Min, 15/32-inch plywood at (Optional) One or more layers, any Min. 0.5-inch ISOGARD HD Note 2 1 per UltraPly TPO SA, self -adhered 45.0 max 24-inc . hspans com , bination, loose laid 23 ft2 W-23. Min. 7/16-inch APA rated (Optional) One or more layers, any Min. 0.25-inch Dens Deck Prime Note 2 1 per UltraPly TPO SA, self -adhered -45.0* OSB at max. 24-inch o.c. combination, loose laid 23 ft2 Min. 23/32-inch plywood at (Optional for Recover) Min. 1.5-inch thick, I per W-24, one or more layers, any combination, Min. 0.25-inch Dens Deck Prime Note 2 23 ft' UltraPly TPO SA, self adhered -45.0* max 24-inch spans loose laid Min. 19/32-inch APA rated W-25. plywood or min. 7/16-inch (Optional) One or more layers, any Min. 0.25-inch Dens Deck Prime or Note 2 1 per UltraPly TPO SA, self -adhered -45-0* APA rated OSB at max. 24- combination, loose laid SECUROCK Gypsum -Fiber Roof Board 2,13 ft' inch o.c. W-26� Min. 15/32-inch APA rated (Optional) One or more layers, any Min. 0.25-inch SECUROCK Gypsum -Fiber Note 2 1 per UltraPly TPO SA, self -adhered -45.0 plywood at max. 24-inch o.c. combination, loose laid Roof Board 1.6 ft' W-27. Min, 19/32-inch plywood at (Optional) One or more layers, any Min. 0.5-inch Dens Deck Prime Note 2 1 per UltraPly TPO SA, self -adhered -45.0 max 24-inch spans combination, loose laid 1.6 ft' W-28. Min. 15/32-inch APA rated (Optional) One or more layers, any Min. 0.5-inch SECUROCK Gypsum -Fiber Note 2 1 per UltraPly TPO SA, self -adhered -52.5 plywood at max. 24-inch o.c. combination, loose laid Roof Board 2.13 ft2 W-29. Min. 15/32-inch plywood at {Optional) One or more layers, any Min. 0.5-inch SECUROCK Gypsum -Fiber Note 2 1 per UltraPly TPO SA, self -adhered -67.5 max 24-inch spans combination, loose laid Roof Board 1 1 1.8 ft, I I I MEMO ETC, LLC Certificate of Authorization #32455 (D2019, MEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 945-3875 Evaluation Report 1`8970.02.08-1115 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 6 of 63 ONNEMO I etc. ON ii System Deck Thermal Barrier and/or Insulation Attach MDP No. (Note 1) Layer (Note 13) Roof Cover (psf) Fasten (Note 11) Density / Pattern 6 parts per 4 x 8 ft board 1 per 5.3 ft' Min, 19/32-inch APA Firestone Heavy Duty Fasteners UltraPly TPO bonded to UltraPly TPO InvisiWeld Plates W-30. rated OSB or Any approved thermal barrier and UltraPly TPO InvisiWeld with RhinoBond Portable Plate Bonding Tool and -45.0* plywood at max. 24- and/or insulation, any combination Plates weighted RhinoBond Cooling Clamps. inch o.c. 8 parts per 4 x 8 ft board 1 per 4.0 ft' Min- 19/32-inch APA Firestone Heavy Duty Fasteners UltraPly TPO bonded to UltraPly TPO InvisiWeld Plates W-31. rated OSB or Any approved thermal barrier and UltraPly TPO InvisiWeld with RhinoBond Portable Plate Bonding Tool and -45.0* plywood at max. 24- and/or insulation, any combination Plates weighted RhinoBond Cooling Clamps. inch o.c. Min. 19/32-inch (Optional) Any approved thermal Firestone Heavy Duty Fasteners UltraPly TPO bonded to UltraPly TPO InvisiWeld Plates W-32. plywood at max. 24- barrier and/or insulation, any and UltraPly TPO InvisiWeld Max. inch o.c. in rows max. with RhinoBond Portable Plate Bonding Tool and -52,5 inch spans combination, preliminarily attached Plates 72-inch o.c. weighted RhinoBond Cooling Clamps. 12 parts per 4 x 8 ft board 1 per 2,7 ft' i'v +--o k Min. 15/32-inch Firestone Heavy Duty Fasteners UltraPly TPO bonded to UltraPly TPO InvisiWeld Plates W-33. plywood at max. 24- Any approved thermal barrier and UltraPly TPO InvisiWeld 0 o 0 0 + with RhinoBond Portable Plate Bonding Tool and -52.S inch spans and/or insulation, any combination Plates s weighted RhinoBond Cooling Clamps. 0 0 0 0 0 0 0 Rr Code minimum (Optional) Any approved thermal Firestone Heavy Duty Fasteners Fasteners spaced max. 6-inch UltraPly TPO bonded to UltraPly TPO InvisiWeld Plates W-34, plywood or OSB. barrier and/or insulation, any and UltraPly TPO InvisiWeld o.c, in rows spaced max. 96- with RhinoBond Portable Plate Bonding Tool and -75.0 Note 1 combination, preliminarily attached Plates i nch o.c. along wood structural weighted RhinoBond Cooling Clamps, members Min. 19/32-inch (Optional) Any approved thermal Firestone Heavy Duty Fasteners UltraPly TPO bonded to UltraPly TPO InvisiWeld Plates W-35, plywood at max. 24- barrier and/or insulation, any and UltraPly TPO InvisiWeld Max. 6-inch o.c. in rows max. with RhinoBond Portable Plate Bonding Tool and -82.5 inch spans combination, preliminarily attached Plates 60-inch o.c. weighted RhinoBond Cooling Clamps. NEMO ETC, LLC Certificate of Authorization #32455 (D2019, NEMO ETC, LLC 7 1H EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-RI5 for FL10264-R15 Revision 15: 09/23/2020 Appendix 1, Page 7 of 63 RM System System Deck Insulation (Note 13) Roof Cover MDIP No. (Note 1) Type Attach Membrane Fasten (Note 11) Attach (psf) Min. 7/16-r7+ inch APA M, 1-inch ISO 95 GL or RESISTA, min. 0.5-inch ISOGARD HD and/or Firestone HD Fasteners- 12-inch o.c. within 6-inch wide laps W-36. rated OSB at max, 24- min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum Fiber Prelim. UltraPly with Firestone HD Seam spaced 42-inch o.c. Laps sealed with -30,0* inch o.c. Roof Board attached TPO Plates 1.5-inch heat weld. Min. 7/16-inch APA Min. 1-inch ISO 95+ GL or RESISTA, min. 0.5-inch ISOGARD HD and/or Firestone HD Fasteners 6-inch o.c. within 6-inch wide laps W-37. rated OSB at max. 24- min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum Fiber Prelim, UltraPly with Firestone HD Seam spaced 42-inch o.c. Laps sealed with -45.0* inch o.c. Roof Board attached TPO Plates 1.5-inch heat weld. Min. 19/32-inch APA Min. 1-inch ISO 95+ GL or RESISTA, min. 0.5-inch ISOGARD HID and/or Firestone HD Fasteners 24-inch o.c. within 6-inch wide laps W-38. rated OSB or plywood min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum Fiber Prelim. UltraPly with Firestone HD Seam spaced 42-inch o.c, Laps sealed with -45.0* at max. 24-inch o.c. Roof Board attached TPO Plates 1.5-inch heat weld. Min. 15/32-inch Optional min. 1-inch ISO 95+ GL or RESISTA followed by min. 0.25- UltraPly Firestone HD Fasteners 5-inch o.c. within 6-inch wide laps W-39. plywood at max. 24- inch Dens Deck, Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Prelim. TPO (min. with Firestone HD Seam spaced 114-inch o.c. Laps sealed -45.0 inch spans Board, min. 0.5-inch ISOGARD HD, min. 1-inch RESISTA or min. 1.5- attached 60-mil) Plates with 1.5-inch heat weld. inch ISOGARD HD Composite Min. 19/32-inch Firestone HD Fasteners 6-inch o.c. within 6-inch wide laps W-40. plywood or wood plank Min. 1.5-inch thick, one or more layers, any combination Prelim. UltraPly with Firestone HD Seam spaced 90.5-inch o.c. Laps sealed -60.0 at max. 24-inch spans attached TPO Plates with 5-inch heat weld that I I I encapsulates plates. System No. W-41. Insulation (Note 13) Min. 15/32-inch Min. 0.5-inch thick, Prelim. plywood at max. 24- one or more layer', attached inch spans any combination Roof Cover MDP Membrane Fasten (Note 11) Attach (psf) UltraPly QuickSeam R.M.A. Strips UltraPly QuickSeam R.M.A. Strips are applied over the insulation spaced 96- UltraPly TPO with Firestone All -Purpose inch o.c. The batten is centered over each strip and fastened 6-inch o.c. -30.0 Fasteners with Firestone Polymer Roof cover adhered to each strip by first priming with Single -Ply QuickPrime Batten Strip Primer at the strip location, then rolling into place with a hand roller. -�4 " ON 1 OEM, MINES or 11 System Deck i No. (Note 1) Min. 19/32-inch plywood at max. 24-inch spans UltraPly TPO • 6-inch o.c, within 6-inch wide laps spaced 72-inch I o.c. Laps seale--d with 1.5-inch heat weld. NEMO ETC, LLC Evaluation Report F8970.02.08-RI5 for FL10264-RIS Certificate of Authorization #32455 7 Tn EDITION (2020) FBC NON-HVHZ EVALUATION Revision 15: 09/23/2020 02019, MEMO ETC, LLC Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Appendix 1, Page 8 of 63 ONEMO I etc. System Deck Base Insulation Layer I Top Insulation Layer MDP No. Not Attach (Notes 6,7,8) Roof Cover (Note 15) (psf) Type Attach (Notes ULTRAPLYTPOSYsTEms SC-1. Min. 22 ga., type B, Min. 1.5-inch ISO 95+ GL I I.S.O. Stick or I.S.O. Twin Pack, 12-inch (Optional) Additional layers I.S.O. Stick or I.S.O. Twin Pack UltraPly TPO / UP -BA, LVOC-BA- - 45.0* Grade 33 steel o.c. along top flanges of steel deck base insulation 1168, LVOC-EA SC-2. Min. 22 ga., type B, Min2-inch ISO 95+ GL , I.S.O. Twin Pack, 6-inch o.c. along top (Optional) Additional layers I.S.O. Twin Pack6-inch o.c. , UltraPly TPO / UP -BA, LVOC-EA- -75.0* Grade 33 steel flanges of steel deck base insulation 1168, LVOC-BA U LTRAPLY TPO SA SYSTEMS SC-3. Min. 22 ga., type B, 13-inch ISO 95+ GL I.S.O. Stick or I.S.O. Twin Pack, 12-inch I.S.O. (Optional) Additional layers I.S.O. Stick or I.S.O. Twin Pack UltraPly TPO SA, self -adhered -45.0 Grade 33 steel o.c. along top flanges of steel deck base insulation SC-4. Min. 22 ga., type B, . Min2-inch ISO 95+ GL I.S.O. Twin Pack, 6-inch o.c. along top (Optional) Additional layers I.S.O. Twin Pack, 6-inch o.c. UltraPly TPO SA, self -adhered -75.0* Grade 33 steel flanges of steel deck base insulation Base Insulation Layer Top Insulation Layer System Deck IVIDP Vapor Barrier Attach Attach Roof Cover (Note 15) (psf) No. (Note 1) Type Type (Notes 6,7,8) (Notes 6,7,8) ULTRAPLY TPO SYSTEMS Min. 22 ga., type B, V -Force with min. 3-inch Min. 1.5-inch ISO I.S.O. Spray R or I.S.O. Twin Pack (Optional) Additional I.S.0, Spray R or UltraPly TPO / UP -BA, LVOC- SC-5. Grade 33 steel side laps self -adhered to 95+ GL 12-inch o.c. along top flanges of �ayers base insulation I.S.O. Twin Pack BA-1168, LVOC-BA -37.5 top flanges of steel deck steel deck Min. 22 ga., type B, V -Force with min. 3-inchStick Min. 1.5-inch ISO or I.S.O. Spray R or I.S.O.:-.S.O. (Optional} Additional I.S.O. Stick or UltraPly TPO / UP -BA, LVOC- SC-6. Grade 33 steel side laps self -adhered to 95+ GL Twin Pack, 12-inch o.c. along layers base insulation I.S.O. Spray R or BA-1168, LVOC-BA -45.0* top flanges of steel deck top flanges of steel deck I.S.O. Twin Pack Min. 22 ga., type B, V-Force with min. 3-inch Min. 2-inch ISO 95+ I.S.O. Twin Pack, 6-inch o.c. along (Optional) Additional I.S.0, Twin Pack, UltraPly TPO / UP -BA, LVOC- SC-7. Grade 33 steel side laps self -adhered to GL top flanges of steel deck layers base insulation 6-inch o.c. BA-1168, LVOC-BA -60.0 top flanges of steel deck ULTRAPLY TPO SA SYSTEMS Min. 22 ga., type B, V -Force with min. 3-inch Min. 1.5-inch 150 I.S.O. Spray R or I.S.O. Twin Pack, (Optional) Additional I.S.O. Spray R or SC-8. side laps self -adhered to 12-inch o.c. along top flanges of UltraPly TPO SA, self -adhered -37.5 Grade 33 steel 95+ GL layers base insulation I.S.O. Twin Pack top flanges of steel deck steel deck Min. 22 ga., type 13, -Force V with min. 3-inch Min. 1.5-inch ISO S.O. Stick or I.S.O. Spray R or :�S.O. I Optional) Additional I.S.O. Stick or SC-9. side laps self -adhered to Twin Pack, 12-inch o.c. along I.S.O. Spray R or UltraPly TPO SA, self -adhered -45.0* Grade 33 steel top flanges of steel deck 95+ GL top flanges of steel deck layers base insulation I.S.C. Twin Pack NEMO ETC, LLC Evaluation Report F8970.02.08-R15 for FL10264-RIS Certificate of Authorization #32455 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 15: 09/23/2020 @2019, NEMO ETC, LLC Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Appendix 1, Page 9 of 63 System Deck Base Insulation Layer Top Insulation Layer MDP No. (Note 1) Vapor Barrier Type Attach Type Attach Roof Cover (Note 15) (psf) (Notes 6,7,8) (Notes 6,7,8) Min. 22 ga., type B, V-Force with min. 3-inch Min. 2-inch ISO 95+ J.S.O. Twin Pack, 6-inch o.c. along (Optional) Additional I.S.O. Twin Pack, _SC_10. Grade 33 steel side laps self -adhered to GL top flanges of steel deck layers base insulation 6-inch o.c. UltraPly TPO SA, self -adhered -60.0 top flanges of steel deck I Thermal Barrier I Base Insulation Layer Top Insulation Layer System Deck MDP TYPe h Vapor Barrier No. Note 1 Te Attach yp � Type Attach Roof Cover (Note 15) (psf) (Notesac 8) (Notes 6,7,8) U LTRAPLY TPO SYSTEMS Min. 22 ga., Min. 0.5-inch I.S.O. Stick, 12-inch o.c. (Optional) SC-11. type 8, Grade Dens Deck along top flanges of steel EASEGARD SA with min, 3- Min. 0.5-inch Hot asphalt Additional layers Hot asphalt UltraPly TPO / UP -BA -45.0* 33 steel Prime deck inch side laps self -adhered ISO 95+ GL base insulation LVOC-BA-1 168, LVOC� BA ULTRAPLYTPO SASystFms Min. 22 ga., Min. 0.5-inch I.S.O. Stick, 12-inch o.c. 'Optional) SC-12. type B, Grade Dens Deck along top flanges of steel BASEGARD SA with min. 3- Min. inch H Hot asphalt Additional layers I h Hot asphalt UltraPly TPO SA, self- -45.0* 33 steel Prime deck inch side laps self -adhered ISO 95+ GL base insulation adhered System Deck Base Insulation Layer Top Insulation Layer No. (Note 1) Type Attach Roof Cover (Note 15) MDP (psf) (Note 11} (Notes 6,7 , 8) ULTRAPLY TPO SYSTEMS Min. 22 ga., type B, Grade 33 SC-13. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL or Note 2 1 per Min. 0.5-inch ISOGARD HD LS.O. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO / UP -BA, LVOC- _37.S* structural concrete RESISTA 4.0 ft' Spray R; I.S.O. Twin Pack BA-1168, LVOC-BA, WBBA-P Min. 22 ga., type B, Grade 33 SC-14. steel or min. 2,500 psi Min. 1.5-inch 150 95+ GL Note 2 1 per Optional min. 1.5-inch ISO 95+ GL followed I.S.O. Spray R UltraPly, / UP -BA, LVOC- 4S.O* structural concrete 2.0 ft' by min. 0.5-inch Tapered ISO 95+ GL BA-1168, LVOC-13A, WBBA-P Min. 22 ga., type 13, Grade 33 SC-15. steel or min. 2,500 psi Min. 1.5-inch RESISTA Note 2 1 per 1 Optional min, 1.5-inch RESISTA followed by I.S.O.FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO / UP -BA LVOC- -45,0* structural concrete 2,7 ft' min. O.S-inch Tapered RESISTA Spray R; I.S.O. Twin Pack BA-1168, LVOC-BA NEMO ETC, LLC Evaluation Report F8970.02.08-RI5 for FL10264-RIS Certificate of Authorization #32455 7'" EDITION (2020) FBC NON-HVHZ EVALUATION Revision 15: 09/23/2020 02019, MEMO ETC, LLC Firestone UltraPly TPO Single Ply Roof Systems; (317) 945-3875 Appendix 1, Page 10 of 63 *NEMO I etc. Base Insulation Layer Top Insulation Layer System No. Deck Fastener Attach Roof Cover (Note 15) MDP (Psf) (Note 1) Type Attach Type (Note 11) (Notes 6,7,8) Min. 22 ga., type B, Grade 33 1 per Optional min. 1-5-inch RESISTA followed by I.S.0. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO / UP -BA, LVOC- SC-16. steel or min. 2,500 psi Min. 2-inch RESISTA Note 2 4.0 ft' min. 0.5-inch Tapered RESISTA Spray R; I.S.O. Twin Pack BA-1168, LVOC-BA -45.0* structural concrete Min. 22 ga., type B, Grade 33 1 per I.S.O. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO / UP -BA, LVOC- SC-17. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 4.0 ft' Min. 1.5-inch ISOGARD HD Composite Spray R; I.S.O. Twin Pack BA-1168, LVOC-BA -45.0* structural concrete Min. 22 ga., type B, Grade 33 1 per I.S.O. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO / UP -BA, LVOC- SC-18. steel or min. 2,500 psi Min. 1.5-inch ISO 9S+ GL Note 2 2.7 ft2 Min. 1.5-inch ISOGARD HD Composite Spray R; I.S.O. Twin Pack BA-1168, LVOC-BA -45.0* structural concrete I Min. 22 ga., type B, Grade 33 1 per I.S.O. Spray R; I.S.O. Twin UltraPly TPO / UP -BA, LVOC- SC-19, steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 2. 0 ft' Min. 0.5-inch ISOGARD HD Pack BA-1168, LVOC-BA 45.0* structural concrete Min. 22 ga., type B, Grade 33 1 per UltraPly TPO / UP -BA, LVOC- SC-20. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 ft2 Min. 0.5-inch ISOGARD HD LS.O. FIX 11; I.S.O. Stick BA-1168, LVOC-BA -45.0* structural concrete 2.0 Min. 22 ga., type B, Grade 33 1 per I.S.O. FIX 11; I.S.O. Stick; I.S.O. SC-21. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1.0 ft2 Min. 0.5-inch ISOGARD HD Spray R; I.S.O. Twin Pack UltraPly TPO f WBBA-P -45.0 structural concrete Min. 22 ga., type B, Grade 33 1 per Min. 0.25-inch Dens Deck, Dens Deck Prime I.S.O. Spray R; I.S.O. Twin SC-22. steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 2.0 ft' or SECUROCK Gypsum -Fiber Roof Board Pack, I.S.O. Stick or CR-20 UltraPly TPO UP -BA -45.0* structural concrete Min. 22 ga., type B, Grade 33 1 per Min. 0.25-inch Dens Deck Prime or I.S.O. Spray R; I.S.O. Twin UltraPly TPO / LVOC-BA- SC-23. steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 2.0 ft2 SECUROCK Gypsum -Fiber Roof Board Pack, LS.O. Stick or CR-20 1168 -45.0* structural concrete Min. 22 ga,, type B, Grade 33 per Optional min, 1.5-inch ISO 95+ GL or min. UltraPly TPO / UP -BA, LVOC- SC-24. steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 2.0 ft' 0.5-inch Tapered ISO 95+ GL followed by I.S.O. Spray R BA-1168, LVOC-BA, WBBA-P _45+0* structural concrete min. 0.5-inch ISOGARD HD Min. O.S-inch Dens Deck Min. 22 ga., type B, Grade 33 Prime or SECUROCK 1 per Optional min. 1.5-inch RESISTA followed by I.S.O. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO / UP -BA ' LVOC- SC-25. steel or min. 2,500 psi Gypsum -Fiber Roof Note 2 4.0 ft2 min. 0.5-inch Tapered RESISTA Spray R; I.S.O. Twin Pack BA-1168, LVOC-BA -45.0* structural concrete Board Min. 22 ga., type B, Grade 33 Min. 0.5-inch Dens Deck, Dens Deck Prime or 1 per Min. 1.5-inch ISO 95+ GL followed by min. I.S.O. FIX 11; LS.O. Stick; I.S.O. UltraPly TPO / UP -BA, LVOC- SC-26. steel or min. 2,500 psi SECUROCK Gypsum -Fiber Note 2 2.0 ft2 0.5-inch FiberTop B or E Spray R; I.S.O. Twin Pack BA-1168, LVOC-BA -* 45.0 structural concrete Roof Board NEW ETC, LLC Certificate of Authorization #32455 @2019, MEMO ETC, LLC 7 T" EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 11 of 63 ONEMOjetc. System Deck Base Insulation Layer Top Insulation Layer No. (Note 1) Type Fastener Attach Type Attach Roof Cover (Note 15) MDP (Psf) (Note 11) (Notes 6,7,8) Min. 22 ga., type B, Grade 33 Min. 0.5-inch Dens Deck, Min. 1.5-inch ISO 95+ GL followed by Min. UltraPly TPO / UP -BA, LVOC- SC-27, steel or min. 2,500 psi Dens Deck Prime or Note 2 1 per 0.25-inch Dens Deck Prime or SECUROCK I.S.O. FIX 11; I.S.O. Stick; I.S.O. BA-1168, LVOC-BA, WBBA- -45.0* structural concrete SECUROCK Gypsum -Fiber 2. 0 ft2 Gypsum -Fiber Roof Board Spray R; I.S.O. Twin Pack P-S Roof Board Min. 22 ga., type B, Grade 33 I.S.O. FIX 11; I.S.O. Stick; I.S.O. SC-28. steel or min. 2,500 psi Min. 1,5-inch ISO 95+ GL Note 2 1 per Min. -inch Dens Deck Prime or SECUROCK Spray R; I.S.O. Twin Pack, 6- UltraPIyTPO/UP-BA LVOC- -60.0 structural concrete 1. 6 ft' um Gypsum -Fiber Roof Board inch o.c. BA-1168LOC-BA ,V Min. 22 ga,, type B, 50 ksi SC-29, steel or min. 2,500 psi Min. 1.5-inch 150 95+ GL Note 2 1 per Min. 1.5-inch ISOGARD HD Composite I.S.O. Stick, 12-inch o.c. UltraPly TPO / UP -BA, LVOC- -60.0 structural concrete or RESISTA 1.8 ft, BA-1168, LVOC-BA Min. 22 ga., type B, 50 ksi SC-30. steel or min. 2,500 psi Min. 2-inch ISO 9S+ GL Note 2 1 per Min. 0.25-inch SECUROCK Gypsum -Fiber I.S.O. Stick, 6-inch o.c. UltraPly TPO / UP -BA, LVOC- 67.5 structural concrete 1.8 ft' Roof Board BA-1168, LVOC-BA Min. 22 ga., type B, Grade 33 SC-31. steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 1 per Min. 1.5-inch ISO 95+ GL or RESISTA I.S.O. Spray R; I.S.O. Twin UltraPly TPO / UP -BA, LVOC- -75.0 structural concrete or RESISTA 1.6 ft' Pack BA-1168, LVOC-BA Min. 22 ga., type B, Grade 33 1 per I.S.O. FIX 11; I.S.O. Stick; I.S.C. UltraPly TPO / UP -BA, LVOC- SC-32. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1�6 ft2 Min, 0.5-inch ISOGARD HD Spray R; I.S.C. Twin Pack, 6- -82.5 structural concrete inch o.c. BA-1168, LVOC-BA SC-33. Min. 22 ga., type B, Grade 31 steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1 per Min. 0.5-inch ISOGARD HD I.S.C. FIX 11; I.S.C. Stick; I.S.C. UltraPly TPO / UP -BA, LVOC- -90.0 structural concrete 1.0 ft2 Twin Pack, 4-inch o.c. BA-1168, LVOC-BA Min. 22 ga., type B, Grade 33 SC-34. steel or min. 2,500 psi Min. 2-inch 150 95+ GL Note 2 1 per Min. 1-inch ISO 95+ GL I.S.0. FIX 11; I.S.O. Stick; I.S.C. UltraPly TPO / WBBA-P -105.0 structural concrete 1 0 ft2 Twin Pack, 4-inch o.c. Min. 22 ga., type B, Grade 33 SC-35. steel or min. 2,500 psi Min, 2-inch ISO 95+ GL Note 2 1 per Min, 0.5-inch Dens Deck Prime or SECUROCK LS.O. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO / UP -BA, LVOC- 105.0 structural concrete 1.0 ft2 Gypsum -Fiber Roof Board Twin Pack, 4-inch o.c. BA-1168, LVOC-BA Min. 22 ga., type B, Grade 33 SC-36. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1 per 1.0 ft, Min. 1.5-inch ISO 95+ GL I.S.O. Spray R, 6-inch o.c. UltraPly TPO / UP -BA, LVOC- -105.0 structural concrete BA-1168, LVOC-BA Min, 22 ga., type B, Grade 33 SC-37, steel or min. 2,SOO psi Min. 2-inch ISO 95+ GL Note 2 1 per Min. 1.5-inch 150 95+ GL followed by min. I.S.O. Spray R, 6-inch o.c. UltraPly, / UP -BA, LVOC- -105.0 structural concrete 1,0 ft' 0.5-inch ISOGARD HD or min, 7/16-inch 058 BA-1168, LVOC-BA Min. 22 ga., type B, Grade 33 I.S.C. FIX 11; I.S.O, Stick; I.S.C. SC-38, steel or min. 2,500 psi Min, 2-inch ISO 95+ GL Note 2 1 per ft2 Min. 1-inch ISO 95+ GL Spray R; I.S.O. Twin Pack, 4- UltraPly TPO/UP-BA LVOC- -112.5 structural concrete . 10 inch o.c. BA-1168, LVOC-BA NEMO ETC, LLC Certificate of Authorization #32455 @2019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-1315 for FL10264-RIS Revision 15: 09/23/2020 Appendix 1, Page 12 of 63 ONEMOjetc. E� �• °ae � ®• • EBE System Deck -B Base Insulation Layer Top Insulation Layer No. (Note 1) Type Fastener Attach Type Attach MAP Roof Cover (Note 15) (psf) (Note 11) (Notes 6,7,8) Min. 22 ga., type B, Grade 33 SC-39. steel or min. 2,500 psi Min. 1.5-inch RESISTA Note 2 1 per Min1.5-inch RESISTA LSO� FIX 11; I.S.O. Stick; LS 0. UltraPly TPO / UP -BA, LVOC- 120.0 structural concrete 1'0 ft, , Spray R; I.S.O. Twin Pack BA-1168, LVOC-BA Min. 22 ga., type 8, Grade 80 I.S.O. FIX 11; I.S.O. Stick; I.S.O. SC-40. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1 per 10 ft2 Min. 1-inch ISO 95+ GL Spray R; I.S,O. Twin Pack, 4- UltraPly TPO / UP -BA, LVOC- 127.5 structural concrete inch o.c. BA-1168, LVOC-BA Min. 22 ga., type B, Grade 80 I.S.O. FIX 11; I.S.O. Stick; I.S.C. SC-41. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1 per 1'0 ft, Min. 0.5-inch ISOGARD HD Spray R; I.S.O. Twin Pack, 4- UltraPly TPO / UP -BA, LVOC- 135.0 structural concrete inch o.c. BA-1168, LVOC-BA I U LTRAPLY TPO XR SYSTEMS: Min, 22 ga., type B, Grade 33 SC-42. steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 1 per 0 2,ft' Min. 0.5-inch FiberTop C, or S wood fiber Hot Asphalt UltraPly TPO XR / XR-BA -30.0* structural concrete Min. 22 ga., type 8, Grade 33 Min. 0.5-inch Dens Deck, Min. 1.5-inch ISO 95+ GL followed by min. SC-43. steel or min, 2,500 psi Dens Deck Prime or Note 2 1 per 0.5-inch FiberTop B or E or Min. 0.25-inch I.S.O. FIX 11; I.S.O. Stick, I.S.O. UltraPly TPO XR / XR-BA -45.0* structural concrete SECUROCK Gypsum -Fiber 2.0 ft' Dens Deck Prime or SECUROCK Gypsum- Spray R; I.S.O. Twin Pack Roof Board Fiber Roof Board Min. 22 ga., type B, Grade 33 Min. 0.5-inch Dens Deck, Dens Deck Prime or Min. 1.5-inch ISO 95+ GL followed by Min. I per I.S.O. FIX 11; ; I.S.O. Stick; SC-44. steel or min. 2,500 psi SECUROCK Gypsum -Fiber Note 2 2.0 ft2 0.25-inch Dens Deck Prime or SECUROCK I.S.C. Spray R; I.S.O. Twin UltraPly TPO XR / WBBA-P -37.5* structural concrete Roof Board Gypsum -Fiber Roof Board Pack Min. 22 ga., type B, Grade 33 UltraPly TPO XR / 1,S.0, SC 45. steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 1 per 2.7 ft2 Min, 1.5-inch ISO 95+ GL I.S.O. FIX 11; I.S.O. Stick; I.S.C. Spray R, XR Stick, 12-inch -30.0* structural concrete Spray R; I.S.OTwin Pack . O.C. Min. 22 ga., type B, Grade 33 UltraPly TPO XR / I.S.O. SC-46. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1 per Min. 1.5-inch ISO 95+ GL I.S,O, FIX 11; I.S.O. Stick; 13.0. Spray R, XR Stick, 12-inch -37.5* structural concrete 4O ft' � Spray R; I.S.O. Twin Pack 0.c. Min. 22 ga., type B, Grade 33 Min. 2.25-inch ISO 95+ 1 per I.S.O. FIX 11; I.S.O. Stick, I.S.O. UltraPly TPO XR / I.S.O. SC-47. steel or min. 2,500 psi GL Note 2 4,0 ft' Min. 1.5-inch ISO 95+ GL Spray R, XR Stick, 12-inch -45.0* structural concrete Spray R; I.S.O. Twin Pack O.C. Min. 1.5-inch 150 95+ GL followed by Min, 22 ga., type B, Grade 33 Min. 0.5-inch Dens Deck optional min, 0.5-inch FiberTop B or E wood UltraPly TPO XR / LS.O. SC-48. steel or min. 2,500 psi or SECUROCK Gypsum- Note 2 1 per fiber, Min. 0.5-inch Dens Deck Prime or 2.0 ft' I.S.O. Spray R Spray R, XR Stick, 12-inch -45.0* structural concrete Fiber Roof Board SECUROCK Gypsum -Fiber Roof Board or min. O.C. I I I 7/16-inch OSB I I NEMO ETC, LLC Certificate of Authorization #32455 K)2019, MEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-387S Evaluation Report 1`8970.02.08-1115 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 13 of 63 ONEMOjetc. ME Base Insulation Layer Top Insulation Lay., MOP System Deck Fastener ( Note 15) Roof Cover Psf) Psf) ( No. (Note 1) Type (Note 11) Attach TypeAttach Min. 22 ga., type B, Grade 33 Min. 0.5-inch Dens Deck 1 per Min, 1.5-inch ISO 95+ GL followed by Min. UltraPly TPO XR / LS.O SC-49. steel or min, 2,500 psi or SECUROCK Gypsum- Note 2 2,0 ft' 0.5-inch ISOGARD HD I.S.O. Spray R Spray R, XR Stick, 4-inch o.c. -45.0* structural concrete Fiber Roof Board Min. 22 ga., type B, Grade 33 Min. 1-inch ISO 95+ GL followed by min, 0.5- UltraPly TPO XR / I.S.O. SC-50. steel or min. 2,500 psi Min, 1,5-inch ISO 95+ GL Note 2 1 per inch FiberTop B or E wood fiber or Min. 0.25- I.S.O. FIX 11; I-S.O. Stick; I.S.O. Spray R, XR Stick, 12-inch -45.0* 2.0 ft' inch Dens Deck Prime or SECUROCK Spray R; I.S.O. Twin Pack structural concrete Gypsum -Fiber Roof Board O.C. Min. 22 ga., type B. Grade 33 1 per Optional min. 1-inch 150 95+ GL followed by I.S.0. FIX 11; I.S.O. Stick; I.S.O.* TPO XR / I.S.O. SC-51. steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 2.0 ft' min. 0.5-inch ISOGARD HD Spray R; I.S.O. Twin Pack Spray R, XR Stick, 12-inch -45.0* structural concrete O.C. Min. 22 ga., type B, Grade 33 1 per Min. 0.5-inch Dens Deck Prime or SECUROCK I.S.O. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO XR / 13.0, SC-52, steel or min. 2,500 psi Min. 1.5-inch ISO 95+ OIL Note 2 1.6 ft' Gypsum -Fiber Roof Board Spray R; I.S.O. Twin Pack, 6- Spray R, XR Stick, 6-inch o.c. -60.0 structural concrete inch o.c. Min. 22 ga., type B, Grade 33 1 per I.S.O. FIX 11; I.S.O. Stick., I.S.O. UltraPly TPO XR / I.S.O. SC-53, steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1.6 ft' Min. 1-inch ISO 95+ GL Spray R; I.S.O. Twin Pack, 6- Spray R, XR Stick, 6-inch o.c. -82,5 structural concrete inch o.c. Min. 22 ga., type B, Grade 33 1 per I.S.O. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO XR / I.S.O. SC-54. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1.6 ft, Min. 0.5-inch ISOGARD HD Spray R; I.S.O. Twin Pack, 6- Spray R; XR Stick, 6-inch o.c. -82,5 structural concrete inch o.c. SC-55. Min. 22 ga., type B, Grade 33 Min. 2-inch 150 95+ GL or Note 2 1 per Min. 0.5-inch Dens Deck Prime I.S.O. Spray R UltraPly TPO X" J I.S.O. -82.5 steel RESISTA 1.0 ft2 Spray R, 12-inch o.c. Min. 22 ga., type B, Grade 80 Min. 2-inch ISO 95+ GL or I per UltraPly TPO XR / L&O, SC-56, steel or min. 2,500 psi RESISTA Note 2 1.0 ft, Min. 0.5-inch Dens Deck Prime I.S.O. Spray R Spray R, 12-inch o.c. -97.5 structural concrete Min. 22 ga., type B, Grade 33 1 per Min. 0.5-inch Dens Deck Prime or SECUROCK I.S.O. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO XR / I.S.O. SC-57. steel or min, 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1.0 ft, Gypsum -Fiber Roof Board Spray R; I.S.O. Twin Pack, 4- Spray R, XR Stick, 4-inch o.c. -127.5 structural concrete inch o.c. ULTRAPLY TPO SA SysTEms Min. 22 ga., type B, Grade 33 Min. 2-inch ISO 95+ GL or 1 per I.S.O. FIX 11; I.S.O. Stick; I.S.C. UltraPly TPO SA, self- SC-58, steel or min. 2,500 psi RESISTA Note 2 4,0 ft' Min. 0.5-inch ISOGARD HID Spray R; I.S.O. Twin Pack adhered -37.5* structural concrete Min. 22 ga., type B, Grade 33 1 per Optional min, 1.5-inch ISO 95+ GL followed UltraPly TPO SA, self- * SC-59. steel or min. 2,500 psi Min. 1.5-inch ISO 95+ OIL Note 2 2.0 ft2 by min. 0.5-inch Tapered ISO 95+ GL I.S.O. Spray R adhered -45.0 structural concrete I I I I I NEMO ETC, LLC Certificate of Authorization #32455 @2019, MEMO ETC, LLC 7 1H EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 14 of 63 ONEMOletc. System Deck Base Insulation Layer Top Insulation Layer No. (Note 1) Type Fastener Attach Type Attach Roof Cover (Note 15) MDP {Psi 11) (Notes 6,7,8) Min. 22 ga., type B, Grade 33 SC-60. steel or min, 2,500 psi Min. 1.5-inch RESISTA Note 2 1 per Optional min. 1.5-inch RESISTA followed by I.S.O. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO SA, self- -45.0* structural concrete 2.7 ft' min. 0.5-inch Tapered RESISTA Spray R, I.S.C. Twin Pack adhered Min. 22 ga., type B, Grade 33 SC-61. steel or min. 2,500 psi Min. 2-inch RESISTA Note 2 1 per Optional min. 1.5-inch RESISTA followed by I.S.O. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO SA, self- -45.0* structural concrete 4.0 ft' min. 0.5-inch Tapered RESISTA Spray R; I.S.O. Twin Pack adhered Min. 22 ga., type B, Grade 33 steel or min, 2,500 psi Min, 2-inch 150 95+ GL Note 2 1 per Min. 1.5-inch ISOGARD HD Composite I.S,O. FIX 11; I.S.O. Stick; I.S.C. UltraPly TPO SA, self -45.0* -45.0* structural concrete 4.0 ft' Spray R; I.S.O. Twin Pack adhered Min, 22 ga., type B, Grade 33 SC-63. steel or min. 2,500 psi Min. 1.5-inch 150 95+ GL Note 2 1 per Min. 1.5-inch ISOGARD HD Composite I.S.C. FIX 11; I.S.O. Stick; I.S.C. UltraPly TPO SA, self- -45.0* structural concrete 2.7 ft2 Spray R; I.S.O. Twin Pack adhered Min. 22 ga., type B, Grade 33 SC-64, steel or min. 2,500 psi Min. 1.5-inch 150 95+ GL Note 2 1 per Min. 0.5-inch ISOGARD HD I.S.O. Spray R; I.S.O. Twin UltraPly TPO SA, self- -45.0* structural concrete 2.0 ft2 Pack adhered Min. 22 ga., type B, Grade 33 SC-65. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1 per ft2 Min. 0.5-inch ISOGARD HD I.S.O. FIX 11; I.S.C. Stick UltraPly TPO SA, self- _45.0* structural concrete 2.0 adhered Min. 22 ga., type B, Grade 33 SC-66. steel or min. 2,500 psi Min. 2-inch 150 95+ GL Note 2 1 per Min. 0.5-inch ISOGARD HD I.S,O. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO SA, self- -45.0 structural concrete 10 ft2 Spray R; I.S.O. Twin Pack adhered Min. 22 ga., type B, Grade 33 SC-67, steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 1 per Min. 0.25-inch Dens Deck Prime or I.S.O. Spray R; I.S.O. Twin UltraPly TPO SA, self- -45.0* structural concrete 2.0 ft2 SECUROCK Gypsum -Fiber Roof Board Pack, I.S.O. Stick or CR-20 adhered Min. 22 ga., type B, Grade 33 Optional min. 1.5-inch ISO 95+ GL or min. SC-68. steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 1 per ft2 0.5-inch Tapered ISO 95+ GL followed by I.S.O. Spray R UltraPly TPO SA, self- -45.0* structural concrete 2.0 min. 0.5-inch ISOGARD HD adhered Min. 0.5-inch Dens Deck Min. 22 ga., type B, Grade 33 SC-69. steel or min. 2,500 psi Prime or SECUROCK Note 2 1 per Optional min, 1.5-inch RESISTA followed by 1.5.0. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO SA, self- -45.0* structural concrete Gypsum -Fiber Roof 4.0 ft' min. 0.5-inch Tapered RESISTA Spray R; I.S.O. Twin Pack adhered Board Min. 22 ga., type B, Grade 33 Min. 0.5-inch Dens Deck, Min, 1.5-inch 150 95+ GL followed by min. SC-70. steel or min. 2,500 psi Dens Deck Prime or Note 2 1 per 0.25-inch Dens Deck Prime or SECUROCK I.S.O. FIX 11; I.S.O. Stick; I.S.C. UltraPly TPO SA, self- -45.0* structural concrete SECUROCK Gypsum -Fiber 2. 0 ft2 Gypsum -Fiber Roof Board Spray R; I.S.C. Twin Pack adhered Roof Board MEMO ETC, LLC Certificate of Authorization #32455 C2019, MEMO ETC, LLC 7 T" EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 84S-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 15 of 63 (NNEMOjetc. Base Insulation Layer Top Insulation Layer 1MDP System No. Deck Fastener Attach Roof Cover (Note 15) (psf) (Note 1) Type Attach Type (Note 11) (Notes 6,7,8) Min. 22 ga., type B, Grade 33 1 per Min. 03-inch Dens Deck Prime or SECUROCK LS.O. FIX 11; I.S.O. Stick; LS.O. UltraPly TPO SA, self- SC-71. steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 1.6 ft' Gypsum -Fiber Roof Board Spray R; I.S.O. Twin Pack, 6- adhered -60.0 structural concrete inch o.c. Min. 22 ga., type 8, 50 ksi Min. 1.5-inch ISO 95+ GL 1 per UltraPly TPO SA, self- SC-72, steel or min. 2,500 psi or RESISTA Note 2 1.8 ft' Min. 13-inch ISOGARD HD Composite I.S.O. Stick, 12-inch o.c. adhered -6070 structural concrete Min. 22 ga., type B, 50 ksi I per Min. 0.25-inch SECUROCK Gypsum -Fiber UltraPly TPO SA, self- SC-73. steel or min, 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1.8 ft2 Roof Board I.S.O. Stick, 6-inch o.c. adhered -67.5 structural concrete Min. 22 ga., type B, Grade 33 Min. 1.5-inch ISO 95+ GL 1 per I.S.O. Spray R; I.S.O. Twin UltraPly TPO SA, self- SC-74. steel or min. 2,500 psi or RESISTA Note 2 1.6 ft' Min. 1.5-inch ISO 95+ GL or RESISTA Pack adhered -75.0 structural concrete Min. 22 ga., type B, Grade 33 1 per I.S.O. FIX ll; I.S.O. Stick; I.S.O. UltraPly TPO SA, self- SC-75. steel or min. 2,S00 psi Min. 2-inch ISO 95+ GL Note 2 1.6 ft' Min. 0.5-inch ISOGARD HD Spray R; I.S.O. Twin Pack, 6- adhered -82.5 structural concrete inch o.c. Min. 22 ga., type B, Grade 33 1 per LS.O. FIX 11; I.S.O. Stick;I.S.O. UltraPly TPO SA, self- SC-76. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1.0 ft2 Min. 0.5-inch ISOGARD HD Spray R; I.S.O. Twin Pack, 4- adhered _90,0 structural concrete I I I I I inch o.c. I I Base Insulation Layer Insulation System Deck No. Temp Roof Roof Cover (Note 15) MDP (Psf) Fasten Attach (Note 1) Type Attach Type (Note 11) (Notes 6,7 , 8) ULTRAPLY TPO SYSTEMS Min. 22 ga., type B, Two plies Firestone Min. 1.5-inch ISO 95+ GL followed by UltraPly TPO / UP -BA, SC-77. Grade 33 steel or Min. 0.75-inch FM Note 2 1 per 2.0 ft2 Type IV or Type VI in Min. 0.25-inch Dens Deck Prime or Hot asphalt or LVOC-BA-1168, LVOC-BA, -45.0* min. 2,500 psi Approved perlite hot asphalt SECUROCK Gypsum -Fiber Roof Board I.S.O. Stick WBBA-P structural concrete SC-78, Min. 22 ga., type B, Min. 0.5-inch Dens Note 2 1 per 2.7 ft2 V-Force W8 Primer; V- One or more layers min. 1.5-inch ISO 95+ GL, optional min. 0.5-inch Tapered - S.C. Spray R; �S.O. UltraPly TPO / UP -BA, _37.5* Grade 33 Deck Prime Force, self -adhered Twin Pack LVOC-BA-1168, LVOC-BA ISO 95+ GL Min. 22 ga., type B, Min. nch Dens V-Force W13 Primer; V- One or more layers min. 1.5-inch ISO UltraPly TPO / UP -BA, SC-79� Note 2 1 per 2.7 ft 95+ GL, optional min. 0.5-inch Tapered I.S.O. Stick _45.0* Grade 33 Deck Prime Force, self -adhered LVOC-BA-1168, LVOC-BA ISO 95+ GIL NEW ETC, LLC CertificGte of Authorization #32455 002019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 16 of 63 ONEMOjetc. L Base Insulation Layer Insulation System Deck MCIP 1) Type Fasten Attach Temp Roof Type Attach Roof Cover (Note 15) (psf) (Note 11) (Notes 6,7,8) Min. 22 ga., type B, Min. 0.25-inch Dens Grade 33 s tee or Deck or min. 0.5- V-Force SB Primer; V- One or more layers min. 1.5-inch ISO UltraPly TPO / UP -BA, SC-80. min. 2,500 psi inch SECUROCK Note 2 1 per 4.0 ft2 Force, self -adhered 95+ GL, optional min. 0.5-inch Tapered I.S.O. Stick LVOC-BA-1168, LVOC-BA, -45.0* structural concrete Gypsum -Fiber Roof 150 95+ GL WBBA-P Board Min. 0.25-inch Dens One or more layers min. 1.5-inch ISO Min. 22 ga., type B, Deck or min. 0.5- 95+ GL, optional min, 0.5-inch Tapered UltraPly TPO / UP -BA, SC-81. Grade 33 steel or inch SECUROCK Note 2 1 per 4.0 ft2 V-Force SB Primer; V- ISO 95+ GL, Min. 0.5-inch FiberTop B or I.S.C. Stick LVOC-BA-1168, LVOC-BA, -45.0* min. 2,500 psi Gypsum -Fiber Roof Force, self -adhered E or ISOGARD HD or Min. 0,25-inch Dens WBBA-P structural concrete Board Deck Prime or SECUROCK Gypsum -Fiber Roof Board; or Min. 7/16-inch DEB Min. 0.25-inch Dens Min, 22 ga., type B, Deck or min. 0.5- One or more layers min. 1.5-inch ISO SC-82. Grade 33 steel or inch SECUROCK Note 2 V-Force SB Primer; V- 1 per 4.0 ft2 95+ GL, optional min, 0.5-inch Tapered I.S.O. Stick UltraPly TPO / UP -BA, -45.0* min. 2,500 psi Gypsum -Fiber Roof Force, self -adhered ISO 95+ GL; Min. 0.25-inch Dens Deck or LVOC-BA, WBBA-P structural concrete Board SECUROCK Gypsum -Fiber Roof Board ULTRAPLYTPDXRSYsTEms Min. 22 ga., type B, Min, 0.25-inch Dens One or more layers min. 1.5-mch ISO Grade 33 steel or Deck or min. 0.5- V-Force SB Primer; V- 95+ GL, optional min. 0.5-inch Tapered SC-83. min. 2,500 psi inch SECUROCK Note 2 1 per 4.0 ft2 Forceself-adhered ISO 95+ GL; Min. 0.5-inch FiberTop B or I.S.O. Stick UltraPly TPO XR XR-BA -45.0* structural concrete Gypsum -Fiber Roof , E or Min. 0.25-inch Dens Deck Prime or Board SECUROCK Gypsum -Fiber Roof Board ULTRAPLY TPO SA Symms Min. 22 ga., type B, Grade 33 steel or Min. 0.75-inch FM Two plies Firestone Min. 1.5-inch ISO 95+ GL followed by Hot asphalt or UltraPly TPO SA, self- SC-84. min. 2,500 psi Approved perlite Note 2 1 per 2.0 ft2 Type IV or Type VI in Min. 0.25-inch Dens Deck Prime or I.S.O. Stick adhered -45.0* structural concrete hot asphalt SECUROCK Gypsum -Fiber Roof Board SC-85. Min. 22 ga., type B, Min. 0.5-inch Dens Note 2 1 2.7 ft2 V-Force WEI Primer; V- One or more layers min. 1.5-inch ISO 95+ GL, 0.5-inch Tapered I.S.O. Spray R; UltraPly TPO SA, self- Grade 33 Deck Prime per Force, self -adhered optional min. I.S.O. Twin Pack adhered -37.5* ISO 95+ GL SC-86. Min. 22 ga., type B, Min. 0.5-inch Dens Note 2 1 per 23 ft V-Force WEI Primer; V- One or more layers min. I,S-inch ISO 95+ GL, optional min. 0.5-inch Tapered I.S.O. Stick UltraPly TPO SA, self- _45.0* Grade 33 Deck Prime Force, self -adhered adhered ISO 95+ GL NEW ETC, ULC Certificate of Authorization #32455 (D2019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 17 of 63 ONEMOjetc. System Deck Base Insulation Layer Insulation MDP No. (Note 1) Type Fasten Attach Temp Roof Type Attach Roof Cover (Note 15) (Psf) (Note 11) (Notes 6,7 , 8) Min. 0,25-inch Dens One or more layers min. 1.5-inch ISO Min. 22 ga., type B, Deck or min. 0.5- 95+ GL, optional min. 0.5-inch Tapered SC-87. Grade 33 steel or inch SECUROCK Note 2 1 per 4.0 ft2 V-Force SB Primer; V- ISO 95+ GL; optional min. 0.5-inch LS.O, Stick UltraPly TPO SA, self- -45�0* min. 2,500 psi Gypsum -Fiber Roof Force, self -adhered ISOGARD HD or Min, 0.25-inch Dens adhered structural concrete Board Deck Prime or SECUROCK Gypsum -Fiber Roof Board; or Min. 7/16-inch OSB System Deck Base Insulation Layer Top Insulation Layer IMDP �ch Roof Cover (Note 15) No. (Note 1) (Note 13) TypeFasten (Note 11) Att (Psf) UtTRAPLY TPO SYSTEMS SC-88. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1-inch RESISTA Note 2 1 per 3.2 ft' UltraPly TPO / UP -BA, LVOC-BA- -30�0* or min. 2,500 psi structural concrete any combination, loose laid 1168, LVOC-BA, WBBA-P 1 per 2.7 ft2 0 0 0 SC-89. Mimi. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1-inch ISO 95+ GL Note 2 UltraPly TPO / UP -BA, LVOC-BA- -3T5* or min. 2,500 psi structural concrete any combination, loose laid 1168, LVOC-BA, WBBA-P 0 0 0 0 0 ci 3 -4- SC-90. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, M in. 2-inch RESISTA Note 2 1 per 5.3 ft' UltraPly TPO UP -BA, LVOC-BA- -37.5* or min. 2,500 psi structural concrete any combination, loose laid 1168, LVOC-BA Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 2-inch 150 95+ GL Note 2 1 per 4. 0 ft2 UltraPly TPO / UP -BA, LVOC-BA- -45�0* or min. 2,500 psi structural concrete any combination, loose laid 1168, LVOC-BA NEMO ETC, LLC Evaluation Report F8970.02.08-RI5 for FL10264-RI5 Certificate of Authorization #32455 7 T" EDITION (2020) FBC NON-HVHZ EVALUATION Revision 15: 09/23/2020 (92019, NEMO ETC, LLC Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Appendix 1, Page 18 of 63 ONEMOjetc. WN HEN M= System Deck Base Insulation Layer Top Insulation Layer MDP No. (Note 1) (Note 13) Type Fasten (Note 11) Attach Roof Cover (Note 15) (psf) 1 per 2-7 ft' 0 0 0 + 0 0 0 SC-92. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.25 ISO 95+ GL Note 2 UltraPly TPO UP -BA, LVOC-BA- or min. 2,500 psi structural concrete any combination, loose laid -inch i 1168, LVOC-BA, WBBA-P -45.0* I o c o i -4- SC-93. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch ISO 95+ GL Note 2 1 per 2.0 ft2 UltraPly TPO UP -BA, LVOC-FA- -45V or min. 2,500 psi structural concrete any combination, loose laid 1168, LVOC-BA 1 per 2.7 W 0 0 o SC-94. Min. 22 ga., type B, SO ksi steel or (Optional) One or more layers ' UltraPly TPO UP-13A, LVOC-BA- min. 2,500 psi structural concrete any combination, loose laid Min, 2-inch ISO 91+ GL Note 2 1168, LVOC-BA -45.0 , o 0 o -4- SC_95. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch RESISTA Note 2 1 per 2.7 ft' UltraPly TPO UP -BA, LVOC-FA- -45.0* or min. 2,500 psi structural concrete any combination, loose laid 1168, LVOC-BA, WBBA-P SC-96. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers Min. 1-inch RESISTA Note 2 1 per 2.0 ft' UltraPly TPO / UP -BA, LVOC-BA- -45.0* or min. 2,500 psi structural concrete any combination, loose laid 1168, LVOC-BA, WBBA-P 5 C-97. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch ISOGARD HD Note 2 1 4.0 ft' UltraPly TPO / UP -BA, LVOC-BA- or min. 2,500 psi structural concrete any combination, loose laid Composite per 1168, LVOC-BA, WBBA-P -4S.O* 5 C-98. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch ISOGARD HD Note 2 1 per 1.3 it' UltraPly TPO / WBBA-P -45.0 or min. 2,500 psi structural concrete any combination, loose laid Composite SC-99, Min. 22 ga., type 8, Grade 33 steel One or more layers, any Min. 0,5-inch ISOGARD HD Note 2 1 per 2.7 ft' UltraPly TPO / UP -BA, LVOC-BA- -45.0* or min. 2,500 psi structural concrete combination, loose laid 1168 Min. 22 ga., type B, Grade 33 steel Min. 1.5-inch thick, one or more SC_100. or min. 2,500 psi structural concrete layers, any combination, loose Min. 0.5-inch ISOGARD HD Note 2 1 per 1.3 ft' UltraPly TPO / WBBA-P -45.0 laid NEMO ETC, LLC Certificate of Authorization #32455 9)2019, NEMO ETC, LLC 7 TH EDITION (2020) FSC NON-HVI41Z EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report 1`8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 19 of 63 ONEMOjetc. System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) IVIDP No. (Note 1) (Note 13) Type Fasten (Note 11) Attach (psf) Optional for Recover) Min. 0 (Opt,., -5- SC_101. _ .__i Min. 22 ga-, type B, Grade 33 steel inch thick, one or more layers, Min. 0.25-inch Dens Deck Prime Note 2 1 per 2.7 ft UltraPly TPO UP -BA, LVOC-BA -45,0* or min. 2,500 psi structural concrete any combination, loose laid SC-102. Min. 22 ga,, type B, Grade 33 steel One or more layers, any Min. 0.25-inch SECUROCK Note 2 1 2.0 ft TPO UP -BA, LVOC-BA- -45.0* or min. 2,500 psi structural concrete combination, loose laid Gypsum -Fiber Roof Board per 1168, LVOC-BA, WBBA-P 1168, Min. 22 ga., type B, Grade 33 steel (Optional for Recover) Min. 0.5- Min. 0,5-inch SECUROCK Gypsum- 2 ft UltraPly TPO / UP -BA, LVOC-BA- SC-103. or min. 2,500 psi structural concrete inch thick, one or more layers, Fiber Roof Board Note 2 1 per 4.0 1168, LVOC-BA, WBBA-P -45.0* any combination, loose laid SC-104. Min, 22 ga,, type B, 50 ksi steel or One or more layers, any Min, 0.25-inch SECUROCK Note 2 1 1.8 ft' UltraPly TPO / UP -BA, LVOC-BA- -45.0 min. 2,500 psi structural concrete combination, loose laid Gypsum -Fiber Roof Board per 1168, LVOC-BA SC-105. Min. 22 ga., type B, Grade 33 steel Min. 1.5-inch thick, one or more layers, any combination, loose Min. 7/16-inch OSB Firestone HD HailGard 2 1 per 2.7 ft UltraPly TPO UP -BA, LVOC-BA- -45,0 or min. 2,500 psi structural concrete Fastener (steel only) 1168 aid SC-106. Min. 22 ga., type B, 50 ksi steel or (Optional) One or more layers, Min. 1-inch RESISTA Note 2 1 per 1.6 ft' UltraPly TPO UP -BA, LVOC-BA- -52.5 min. 2,500 psi structural concrete any combination, loose laid 1168, LVOC-BA SC-107. Min. 22 ga., type B, Grade 33 steel Min. 1.5-inch thick, one or more layers, any combination, loose Min, 7/16-inch OSB Firestone HD HailGard 2 I per 1,6 ft UltraPly TPO UP -BA, LVOC-BA- -52.5 or min. 2,500 psi structural concrete Fastener (steel only) 1168 aid SC-108. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch ISO 95+ GL Note 2 1 per 1.8 ft UltraPly TPO UP -BA, LVOC-BA- -60.0 or min. 2,500 Psi structural concrete any combination, loose laid 1168 1168 SC-109. Min, 22 ga., type B, 56 ksi steel or One or more layers, any Min. 0.5-inch SECUROCK Gypsum- Note 2 1 per 2.13 ft' UltraPly TPO J UP -BA, LVOC-BA- -60.0 min. 2,500 psi structural concrete combination, loose laid Fiber Roof Board 1168, LVOC-B SC-110. Min. 22 ga., type B, 50 ksi steel or One or more layers, any Min. 0.5-inch SECUROCK Gypsum- Note 2 1 1.8 It' UltraPly TPO / UP -BA, LVOC-BA- -60.0 min. 2,500 psi structural concrete combination, loose laid Fiber Roof Board per 1168, LVOC-BA SC-111. Min. 22 ga., type B. Grade 33 steel Min. 1.5-inch thick, one or more layers, loose Min. 0.5 ISOGARD HD Note 2 1 1.3 If 2 UltraPly TPO / UP -BA, LVOC-BA- _60�0 or min. 2,500 psi structural concrete any combination, -inch per 1168, LVOC-BA laid SC-112. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch ISOGARD HD Note 2 per 1.3 If 2 1 p UltraPly TPO / UP -BA, LVOC-BA- -60.0 or min. 2,500 psi structural concrete any combination, loose laid Composite 1168, LVOC-BA SC-113. Min. 22 ga., type B, 56 ksi steel or One or more layers, any Min. 0.5-inch SECUROCK Gypsum- Note 2 1 per 1.6 ft UltraPly TPO / UP -BA, LVOC-BA- -67�5 min, 2,500 psi structural concrete combination, loose laid Fiber Roof Board 1168, 1168, LVOC-BA Min. 22 ga., type B, Grade 33 steel Min. 1.5-inch thick, one or more Min, 0.5-inch Dens Deck Prime or UltraPly TPO / UP -BA, LVOC-BA- SC-114. layers, any combination, loose SECUROCK Gypsum -Fiber Roof Note 2 2 1 per 1.3 ft -75.0 or min. 2,500 psi structural concrete aid Board 1168 SC-115. Min. 22 ga., type B, Grade 33 steel Min. 1.5-inch thick, one or more layers, any combination, loose Min. 7/16-inch OSB Note 2 (Heavy Duty 1 per 2.0 It' UltraPly TPO / UP -BA, LVOC-BA- -75.0 or min. 2,500 psi structural concrete only for steel) 1168 aid MEMO ETC, LLC Certificate of Authorization #32455 02019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 20 of 63 MEN, i System Deck! Deck Base Insulation Layer 'u Top Insulation Layer MOP No. (Note 1) (Note 13) Roof Cover (Note 15) (psf) Type Fasten (Note 11) Attach SC-116. Min. 22 ga., type B, Grade 33 steel 1) 0 or m. (Optional) One or more layers, Min. 1.5-inch Firestone HajlGard Note 2 (Heavy Duty 1 per 2�0 ft UltraPly TPO UP -BA, LVOC-BA- -75,0 or min. 2,500 psi structural concrete any combination, loose laid only for steel) 1168 SC-117� Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 2-inch ISO 95+ GL Note 2 1 per 1.6 ft' UltraPly TPO UP -BA, LVOC-BA- -75.0 or min. 2,500 psi structural concrete any combination, loose laid 1168 SC-118. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch RESISTA Note 2 1 per 1.6 ft UltraPly TPO UP -BA, LVOC-BA- -75.0 or min. 2,500 psi structural concrete any combination, loose laid 1168, LVOC-BA SC-119, Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 2-inch RESISTA Note 2 1 per 1.0 ft2 UltraPly TPO WBBA-P -75,0 or min. 2,500 psi structural concrete any combination, loose laid Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers ft UltraPly TPO UP -BA, LVOC-BA- SC-120. or min. 2,500 psi structural concrete any combination, loose laid Min. 2-inch RESISTA Note 2 1 per 1.6 1168, LVOC-BA 1168 -82,5 SC-121. Min, 22 ga., type B, 60 ksi steel or One or more layers, any Min. 0.5-inch SECUROCK Gypsum- Note 2 1 per 1.8 ft2 UltraPly TPO UP -BA -82,5 min. 2,500 psi structural concrete combination, loose laid Fiber Roof Board SC-122. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch ISO 95+ GL Note 2 1 per 1.3 ft UltraPly TPO UP -BA, LVOC-BA- -90.0 or min. 2,500 psi structural concrete any combination, loose laid 1168 1168 SC-123. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 2-inch RESISTA Note 2 1 per 1.3 ft' UltraPly TPO UP -BA, LVOC-BA- -105.0 or min. 2,500 psi structural concrete any combination, loose laid 1168, LVOC-BA Min. 22 ga., type B, Grade 33 steel Min. 1.5-inch thick, one or more Min. O,S-inch Dens Deck Prime or UltraPly TPO UP -BA, LVOC-BA- SC-124. layers, any combination, loose SECUROCK Gypsum -Fiber Roof Note 2 2 1 per 1.0 ft _105.0 or min. 2,500 psi structural concrete 1168 laid Board SC-125. Min, 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 2-inch RESISTA Note 2 1 per 1.0 ft' UltraPly TPO UP -BA, LVOC-BA- -112.5 or min. 2,500 psi structural concrete any combination, loose laid 1168, LVOC-BA SC-126. Min. 22 ga., type 8, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch ISOGARD HD Note 2 1 13 ft' UltraPly TPO / UP -BA, LVOC-BA- or min. 2,500 psi structural concrete any combination, loose laid Composite per 1168, LVOC-BA -112.5 SC-127. Min. 22 ga., type B, Grade 33 steel Min. 1.5-inch thick, one or more layers, loose Min. 0.5-inch SECUROCK Gypsum- Note 2 1 1.0 ft2 UltraPly TPO / UP -BA, LVOC-BA- or min. 2,500 psi structural concrete any combination, Fiber Roof Board per 1168, LVOC-BA -112.5 laid SC-128. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min, 2-inch ISOGARD HD Note 2 1 per 1.3 ft' UltraPly TPO / UP -BA, LVOC-BA- -120.0 or min. 2,500 psi structural concrete any combination, loose laid Composite 1168, LVOC-BA SC-129, Min. 22 ga., type B, Grade 80 steel (Optional) One or more layers, Min. 2-inch RESISTA Note 2 1 per 1.0 ft' UltraPly TPO / UP -BA, LVOC-BA- -150.0 or min. 2,500 psi structural concrete any combination, loose laid 1168, LVOC-BA SC-130. Min. 22 ga., type B, Grade 33 steel Min. 1.5-inch thick, one or more layers, any combination, loose Min. 7/16-inch OSB Note 2 (Heavy Duty 1 per 1.0 ft2 UltraPly TPO UP -BA, LVOC-BA- _150L0 or min. 2,500 psi structural concrete aid I only for steel) 1168 SC-131. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch Firestone HailGard Note 2 (Heavy Duty I per 1.0 ft' UltraPly TPO UP -BA, LVOC-BA- -150.0 or min. 2,500 psi structural concrete any combination, loose laid only for steel) 1168 ULTRAPLY TPO XR SYSTEMS NEMO ETC, LLC Certificate of Authorization #32455 (D2019, NEMO ETC, LLC 7 T" EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-R15 Revision 15: 09/23/2020 Appendix 1, Page 21 of 63 ON E-Effli System Deck Base Insulation Layer Top Insulation Layer MDP Roof Cover (Note 15) Type Fasten (Note 11) Attach No, (Note 11) ) (Note 13) (Psf) SC-132. Min. 22 ga., type B, Grade 33 steel One or more layers, any Min. 0.5-inch FiberTop B or E Note 2 1 per 2.0 ft' UltraPly TPO XR / I.S.O. Spray R, -30.0* or min. 2,500 psi structural concrete combination, loose laid wood fiber XR Stick, 12-inch o.c. SC-133. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1-inch ISO 95+ GL Note 2 1 per 2.7 ft' UltraPly TPO XR / I.S.O. Spray R, -37.5* or min. 2,500 psi structural concrete any combination, loose laid XR Stick, 12-inch o.c. Min. 22 ga,, type B, Grade 33 steel One or more layers, any Min. 0.25-inch Dens Deck Prime SC-134. or min. 0.5-inch SECUROCK Note 2 1 per 2.7 ft2 UltraPly TPO XR / XR-BA -45.0* or min. 2,500 psi structural concrete combination, loose laid Gypsum -Fiber Roof Board SC-135. Min. 22 ga., type B, Grade 33 steel One or more layers, any Min, 0.5-inch FiberTop B or E Note 2 1 per 2.0 ft2 UltraPly TPO XR / XR-BA -45.0* or min. 2,500 psi structural concrete combination, loose laid wood fiber SC-136. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch ISO 95+ GL Note 2 1 per 2.0 ft2 UltraPly TPO XR / I.S.O. Spray R, -45.0* or min. 2,500 psi structural concrete any combination, loose laid XR Stick, 12-inch o.c. SC-137. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 2.25-inch 150 95+ GL Note 2 1 per 4.0 ft' UltraPly TPO XR / I.S.O. Spray R, -45.0* or min. 2,500 psi structural concrete any combination, loose laid XR Stick, 12-inch o.c. Min. 22 ga., type B, Grade 33 steel One or more layers, any Min. 0.25-inch Dens Deck Prime UltraPly TPO XR / I.S.O. Spray R, SC-138. or min. 2,500 psi structural concrete combination, loose laid or SECUROCK Gypsum -Fiber Roof Note 2 1 per 2.0 ft XR Stick, 12-inch o.c. -45.0* Board or min. 7/16-inch OSB Min. 22 ga., type B, Grade 33 steel One or more layers, any UltraPly TPO XR / I.S.O. Spray R, SC-139. or min. 2,500 psi structural concrete combination, loose laid Min. 0.5-inch ISOGARD HD Note 2 1 per 2.1 ft 2 XR Stick, 12-inch o.c. -45D* (optional for recover) Min. 22 ga., type B, Grade 33 steel One or more lavers, any - UltraPly TPO XR./ I.S.O. Spray R,. Y__i40. or min. 2,500 psi structural concrete combination, loose laid Min. 0.5-inch 1SOCARD HD Note 2 1 per 2.0 ft' XR Stick, 4-inch o.c. SC-141. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, UltraPly TPO XR / 1,5.O. Spray R, or min. 2,500 psi structural concrete any combination, loose laid Min. 2-inch ISO 95+ GL Note 2 1 per 1.6 ftl XR Stick, 6-inch o.c. -82,5 Min. 22 ga,, type B, Grade 33 steel SC-142. (Optional) One or more layers, Min. 2-inch ISO 95+ GL Note 2 1 per 1.0 ft2 UltraPly TPO XR / I.S.O. Spray R, -142.5 or min. 2,500 psi structural concrete any combination, loose laid XR Stick, 4-inch o.c- ULTRAIRLY TPO SA Symms SC-143. I Min. 22 ga., type 8, Grade 33 steel (Optional) One or more layers, min1-inch RESISTA Note 2 1 per 3.2 ft' UltraPly TPO SA, self -adhered 30.0* I I or min. 2,500 psi structural concrete any combination, loose laid d NEMO ETC, LLC Certificate of Authorization #32455 (D2019, NEMO ETC, LLC 7 1H EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 22 of 63 RM System Deck Base Insulation Layer Top Insulation Layer MDP No. (Note 1) (Note 13) Type Fasten (Note 11) Attach Roof Cover (Note 15) (Psf) 1 per 2.7 ft' Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, 0 0 0 1 1 SC-144. or min. 2,500 psi structural concrete any combination, loose laid Min. 1-inch ISO 95+ GL Note 2 er UltraPly TPO SA, self -adhered -37.5* 0 0 0 SC-145. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 2-inch RESISTA Note 2 1 per 5.3 ft' UltraPly TPO SA, self -adhered -37.5* or min. 2,500 psi structural concrete any combination, loose laid SC-146. Min. 22 ga,, type B, Grade 33 steel (Optional) One or more layers, Min. 2-inch ISO 95+ GL Note 2 1 per 4.0 ft' UltraPly TPO SA, self -adhered -45.0* or min. 2,500 psi structural concrete any combination, loose laid 1 per 2.7 ft2 0 0 0 Min. 22 ga,, type B, Grade 33 steel (Optional) One or more layers, or min. 2,500 psi structural concrete any combination, loose laid Min. 1.25-inch ISO 95+ GL Note 2 UltraPly TPO SA, self -adhered -45.0* 0 0 0 SC-148. Min. 22 ga., type B, Grade 33 steel � (Optional) One or more layers, Min. I.S-inch ISO 95+ GL Note 2 1 per 2.0 ft' UltraPly TPO SA, self -adhered 45.0* or min. 2,500 psi structural concrete any combination, loose laid MEMO ETC, LLC Certificate of Authorization #32455 Q:)2019, MEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02,08-R15 for FL10264-R15 Revision 15: 09/23/2020 Appendix 1, Page 23 of 63 ONEMO I etc. System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 15)MDP No. (Note 1) (Note 13) Type Fasten (Note 11) Attach 1 per 2.7 ft' j'a' 0 0 0 4 0 0 0 SC-149. Min. 22 ga., type B, 50 ksi steel or (Optional) One or more layers, Min. 2-inch ISO 95+ GL Note 2 I UltraPly TPO SA, self-adhered-45.0 . , min2500 psi structural concrete any combination, loose laid 0 0 0 o 0 o SC-150. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min, 1.5-inch RESISTA Note 2 1 per 2.7 ft' UltraPly TPO SA, self -adhered -45.0* or min. 2,500 psi structural concrete any combination, loose laid SC-151. Min. 22 ga., type 8, Grade 33 steel (Optional) One or more layers, Min. 1-inch RESISTA Note 2 1 per 2.0 fit UltraPly TPO SA, self -adhered -45.0* or min. 2,500 psi structural concrete any combination, loose laid SC-152. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch ISOGARD HD Note 2 1 per 4.0 It' UltraPly TPO SA, self -adhered -45.0* or min. 2,500 psi structural concrete any combination, loose laid Composite SC-153, Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch ISOGARD HD Note 2 1 per 1.3 ft' UltraPly TPO SA, self -adhered -45.0 or min. 2,500 psi structural concrete any combination, loose laid Composite SC-154, Min. 22 ga., type B. Grade 33 steel One or more layers, any Min. 0.5-inch ISOGARD HD Note 1 per 2,7 ft2 UltraPly TPO SA, self -adhered -45,0* or min. 2,500 psi structural concrete combination, loose laid Min. 22 ga., type B, Grade 33 steel Min. 1.5-inch thick, one or more 2 SC-155. layers, any combination, loose Min. 0.5-inch ISOGARD HID Note 2 1 per 1.3 ft UltraPly TPO SA, self -adhered -45.0 or min. 2,500 psi structural concrete aid Min. 22 ga., type B, Grade 33 steel (Optional for Recover) Min. 0.5- SC-156. inch thick, one or more layers, Min. 0,25-inch Dens Deck Prime Note 2 1 per 2.7 ft UltraPly TPO SA, self -adhered -45.0* or min. 2,500 psi structural concrete any combination, loose laid SC-157. Min. 22 ga., type B, Grade 33 steel One or more layers, any Min. 0,25-inch SECUROCK Note 2 1 per 2.0 ft2 UltraPly TPO SA, self -adhered -45.0* or min. 2,500 psi structural concrete combination, loose laid Gypsum -Fiber Roof Board SC-158. Min. 22 ga., type B, Grade 33 steel (Optional for Recover) Min. 0.5- inch thick, one or more layers, Min. 0.5-inch SECUROCK Gypsum- Note 2 1 per 4.0 ft2 UltraPly TPO SA, self -adhered -45.0 * or min. 2,500 psi structural concrete Fiber Roof Board any combination, loose laid SC_159� Min. 22 ga., type B, 50 ksi steel or One or more layers, any Min- 0.25-inch SECUROCK Note 2 1 per 1.8 ft' UltraPly TPO SA, self -adhered -45,0 min, 2,500 psi structural concrete combination, loose laid Gypsum -Fiber Roof Board SC-160. Min. 22 ga., type B, Grade 33 steel Min. 1.5-inch thick, one or more layers, any combination, loose Min, 7/16-inch OSB Firestone HD HailGard 1 per 2.7 ft' UltraPly TPO SA, self -adhered -45.0 or min, 2,500 psi structural concrete Fastener (steel only) laid MEMO ETC, LLC Certificate of Authorization #32455 9)2019, NEMO ETC, LLC 7'H EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02-08-JR15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 24 of 63 IN 61 o Ell A System Sy Deck Base Insulation Layer Top Insulation Layer MDP (Note 1) (Notet13) (Note ) Roof Cover (Note 15 (psf) Type Type Fasten (Note 11) Attach SC-161. Min. 22 ga-, type B, 50 ksi steel or (Optional) One or more layers, Min. 1-inch RESISTA Note 2 1 per 1.6 ft2 UltraPly TPO SA, self -adhered -52.5 min. 2,500 psi structural concrete any combination, loose laid SC-162. Min. 22 ga., type B, Grade 33 steel Min. 1.5-inch thick, one or more layers, any combination, loose Min. 7/16-inch OSB Firestone HD HailGard 1 per 1.6 it' UltraPly TPO SA, self -adhered -52.5 or min. 2,500 psi structural concrete Fastener (steel only) aicl SC-163. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch ISO 95+ GL Note 2 1 per 1.8 it' UltraPly TPO SA, self -adhered -60.0 or min. 2,500 psi structural concrete any combination, loose laid SC-164. Min. 22 ga., type B, 56 ksi steel or One or more layers, any Min. 0.5-inch SECUROCK Gypsum- Note 2 1 per 2.13 ft2 UltraPly TPO SA, self -adhered -60,0 min. 2,500 psi structural concrete combination, loose laid Fiber Roof Board SC-165, Min. 22 ga., type B, 50 ksi steel or One or more layers, any Min. 0.5-inch SECUROCK Gypsum- Note 2 1 per 1.8 ft' UltraPly TPO SA, self -adhered -60.0 min. 2,500 psi structural concrete combination, loose laid Fiber Roof Board Min. 1.5-inch thick, one or more SC-166. Min. 22 ga., type B, Grade 33 steel layers, any combination, loose Min. 0.5-inch ISOGARD HD Note 2 1 per 1.3 ft2 UltraPly TPO SA, self -adhered -60.0 or min, 2,500 psi structural concrete aid SC-167, Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch ISOGARD HD Note 2 1 per 1-3 ft' UltraPly TPO SA, self -adhered -60.0 or min. 2,500 psi structural concrete any combination, loose laid Composite SC-168. Min. 22 ga., type B, 56 ksi steel or One or more layers, any Min. 0.5-inch SECUROCK Gypsum- Note 2 1 per 1.6 ft2 UltraPly TPO SA, self -adhered -67.5 min. 2,500 psi structural concrete combination, loose laid Fiber Roof Board Min. 22 ga., type B, Grade 33 steel Min. 1.5-inch thick, one or more Min. 0.5-inch Dens Deck Prime or SC-169. layers, any combination, loose SECUROCK Gypsum -Fiber Roof Note 2 1 per 1.3 ft UltraPly TPO SA, self -adhered -75.0 or min. 2,500 psi structural concrete laid Board Min. 22 ga., type 8, Grade 33 steel Min. 1.5-inch thick, one or more Note 2 (Heavy Duty SC-170. or min. 2,500 psi structural concrete layers, any combination, loose Min. 7/16-inch OSB only for steel) I per 2.0 ft2 UltraPly TPO SA, self -adhered -75.0 laid SC-171. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min, 1.5-inch Firestone HailGard Note 2 (Heavy Duty 1 per 2.0 it' UltraPly TPO SA, self -adhered -75,0 or min. 2,500 psi structural concrete any combination, loose laid only for steel) SC-172. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 2-inch ISO 95+ GL Note 2 1 per 1.6 ft2 UltraPly TPO SA, self -adhered -75,0 or min. 2,500 psi structural concrete any combination, loose laid SC-171 Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min, 1.5-inch RESISTA Note 2 1 per 1.6 ft2 UltraPly TPO SA, self -adhered -75.0 or min. 2,500 psi structural concrete any combination, loose aid SC-174. Min. 22 1 type B, Grade 33 steel (Optional) One or more layers, Min. 2-inch RESISTA Note 2 1 per 1.0 ft' UltraPly TPO SA, self -adhered -75,0 or min. 2,500 psi structural concrete any combination, loose laid SC-175. Min, 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 2-inch RESISTA Note 2 1 per 1.6 ft2 UltraPly TPO SA, self -adhered -82.5 or min, 2,500 psi structural concrete any combination, loose aid SC-176. Min. 22 ga., type B, 60 ksi steel or One or more layers, any Min. 0.5-inch SECUROCK Gypsum- Note 2 1 per 1.8 ft2 UltraPly TPO SA, self -adhered -82.5 min. 2,500 psi structural concrete combination, loose laid Fiber Roof Board NEW ETC, LLC Certificate of Authorization #32455 (K)2019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-R15 Revision 15: 09/23/2020 Appendix 1, Page 25 of 63 RM System Deck Base Insulation Layer Top Insulation Layer IVIDP No. (Note 1) (Note 13) Type Fasten (Note 11) Attach Roof Cover (Note 15) (Psf) SC-177. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch ISO 95+ GL Note 2 1 per 1.3 ft' UltraPly TPO SA, self -adhered -90,0 or min. 2,500 psi structural concrete any combination, loose laid SC-178. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 2-inch ISO 95+ GL Note 2 1 per 1.0 ft2 UltraPly TPO SA, self -adhered -90.0 or min. 2,500 psi structural concrete any combination, loose laid System Deck Vapor 7&Air Attach MDP No. (Note 1) Barrier Insulation (Note 13) Roof Cover (Psf) Fasten (Note 11) Density Pattern Min. 22 ga., type B, One or more layers, Firestone Heavy Duty Fasteners or UltraPly TPO bonded to UltraPly TPO InvisiWeld Grade 33 steel or Min. Max. 18-inch o.c. in rows SC-179, 2,500 psi structural None any combination, Firestone Concrete Drive (concrete only) max. 60-inch o.c. Plates with RhinoBond Portable Plate Bonding -30.0 preliminarily attached and UltraPly TPO InvisiWeld Plates Tool and weighted RhinoBond Cooling Clamps. concrete Min. 22 ga., type B, Grade 33 steel or Min. One or more layers, Firestone Heavy Duty Fasteners or Max. 12-inch o.c, in rows UltraPly TPO bonded to UltraPly TPO InvisiWeld SC-180. 2,500 psi structural None any combination, Firestone Concrete Drive (concrete only) max. 60-inch o.c. Plates with RhinoBond Portable Plate Bonding -45.0 preliminarily attached and UltraPly TPO InvisiWeld Plates Tool and weighted RhinoBond Cooling Clamps. concrete Min. 22 ga., type B, Grade 33 steel or Min- One or more layers, Firestone Heavy Duty Fasteners or Max. 6-inch o.c. in rows max. UltraPly TPO bonded to UltraPly TPO InvisiWeld SC-181, 2,500 psi structural None any combination, Firestone Concrete Drive (concrete only) 60-inch o.c. Plates with RhinoBond Portable Plate Bonding -82.5 p reliminarily attached and UltraPly TPO InvisiWeld Plates Tool and weighted RhinoBond Cooling Clamps. concrete Min. 22 ga., type B, Grade 33 steel or Min. One or more layers, Firestone Heavy Duty Fasteners and 1 per 5.3 ft2 (6 parts per 4x8 UltraPly TPO bonded to UltraPly TPO InvisiWeld SC-182� 2,500 psi structural None any combination UltraPly TPO InvisiWeld Plates ft board) Per FM LPDS 1-29 Plates with RhinoBond Portable Plate Bonding -45.0* Tool and weighted RhinoBond Cooling Clamps. concrete V-Force with min. 3-inch side Min. inch ISO 95+ I per 4.0 (8 parts per 48 ft2 UltraPly TPO bonded to UltraPly TPO InvisiWeld SC-183. Min. 22 ga., type B. 50 laps self -adhered GL, RESISTA or Firestone Heavy Duty Fasteners and ft board) in a 24 x 24-inch Plates with RhinoBond Portable Plate Bonding -52.5 ksi steel ISHD UltraPly TPO InvisiWeld Plates to top flanges of Composite grid Tool and weighted RhinoBond Cooling Clamps. steel deck Min. 0.25-inch SECUROCK Gypsum -Fiber Min. 2.5-inch ISO 95+ Min. 22 ga., type B, 50 Roof Board GL, RESISTA or Firestone Heavy Duty Fasteners and 1 per 4.0 ft' (8 parts per 48 UltraPly TPO bonded to UltraPly TPO InvisiWeld SC-184. ksi steel followed by V- ISOGARD HD UltraPly TPO InvisiWeld Plates ft board) in a 24 x 24-inch Plates with RhinoBond Portable Plate Bonding -52.5 Force with min, Composite grid Tool and weighted RhinoBond Cooling Clamps. 3-inch side laps self -adhered NEMO ETC, LLC Evaluation Report F8970.02.08-R15 for FL10264-RIS Certificate of Authorization #32455 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 15: 09/23/2020 @2019, MEMO ETC, LLC Firestone UltraPly TPO Single Ply Roof Systems; (317) 945-3875 Appendix 1, Page 26 of 63 ONEMOletc. OEM System Deck 7B, Vapor Vapor & Air Attach MCIP No. (Note 1) Barrier (Note 13) Roof Cover Fasten (Note 11) Density / Pattern (psf) Min. 272 ga., type SC-185. Grade 33 steel or Min. One or more layers, Firestone Heavy Duty Fasteners and I per 4.0 ft' (8 parts per 48 UltraPly TPO bonded to UltraPly TPO InvisiWeld 2,500 psi structural None any combination UltraPly TPO InvisiWeld Plates it board) Per FM LPDS 1-29 Plates with RhinoBond Portable Plate Bonding -60.0 concrete Tool and weighted RhinoBond Cooling Clamps. Firestone Heavy Duty Fasteners with Min. 22 ga., type B, Grade 33 steel or Min. One or more layers, alternating Rows of: 1 per 2.0 ft' (16 parts per 48 UltraPly TPO bonded to UltraPly TPO InvisiWeld SC-186. 2,500 psi structural None any combination 1.) Firestone UltraPly TPO InvisiWeld ft board) in a 12 x 24-inch Plates with RhinoBond Portable Plate Bonding -67.5 concrete Plates grid Tool and weighted RhinoBond Cooling Clamps. 2.) Firestone insulation Fastening Plates Min. 22 ga., type B, Grade 33 steel or Min. One or more layers, Firestone Heavy Duty Fasteners and UltraPly TPO bonded to UltraPly TPO InvisiWeld 1 per 2.7 ft(12 parts per 48 SC-187. 2,500 psi structural None any combination UltraPly TPO InvisiWeld Plates Plates with RhinoBond Portable Plate Bonding ft board) Per FM LPDS 1-29 -75,0 concrete Tool and weighted RhinoBond Cooling Clamps. Min. 22 ga., type B, Grade 33 steel or Min. One or more layers, Firestone Heavy Duty Fasteners and UltraPly TPO bonded to UltraPly TPO InvisiWeld I per 2.0 ft2 (16 parts per 4x8 SC-18& 2,500 psi structural None any combination UltraPly TPO InvisiWeld Plates Plates with RhinoBond Portable Plate Bonding ft board) Per FM LPDS 1-29 -105.0 concrete Tool and weighted RhinoBond Cooling Clamps. System Deck Insulation (Note 13) Roof Cover MCIP No. (Note 1) Vapor & Air Barrier (psf) Type Attach Membrane Fasten (Note 11) Attach Min, 22 ga., type B, Grade Min. 1.5-inch thick, Firestone HD Fasteners or Firestone 18-inch o.c. within 6-inch wide laps SC-189. 33 steel or min. 2,500 psi None one or more layers, Prelim. attached UltraPly Concrete Drive (concrete only) with spaced 72-inch o.c. Laps sealed -30.0 structural concrete any combination TPO Firestone HD Seam Plates or with 1.5-inch heat weld. UltraPly TPO Barbed Seam Plates Min. 22 ga., type B, Grade Min. 1.5-inch thick, UltraPly Firestone HD Pius Fasteners with 18-inch o.c. within 6-inch wide laps SC-190. 33 steel None one or more layers, Prelim. attached TPO Firestone HD Plus Seam Plates spaced 90-inch o.c. Laps sealed -30.0 any combination with 1.5-inch heat weld. Min, 22 ga., type 8, Grade Min. 1.5-inch thick, UltraPly Firestone HD Fasteners with 12-inch o.c. within 6-inch wide laps SC-191. 33 steel None one or more layers, Prelim, attached TPO Firestone HD Seam Plates spaced 114-inch o.c. Laps sealed -30.0 any combination with 1.5-inch heat weld. (Optional for Min, 22 ga., type B, Grade Recover) Min. 0.5- UltraPly Firestone HD Fasteners or Firestone 6-inch o.c. within 6-inch wide laps SC-192. 33 steel or min. 2,500 psi None inch thick, one or Prelim. attached Concrete Drive (concrete only) with spaced 114-inch o.c. Laps sealed -30.0 structural concrete more layers, any TPO XR Firestone HD Seam Plates with 1.5-inch heat weld. combination NEW ETC, LLC Certificate of Authorization #32455 C2019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 945-387S Evaluation Report F8970,02.08-P,15 for FL10264-1115 Revision 15: 09/23/2020 Appendix 1, Page 27 of 63 ONEMO I etc. System Deck Insulation (Note 13) Roof Cover MDP No. (Note 1) Vapor & Air Barrier (Psf) Type Attach Membrane Fasten (Note 11) Attach Min, 22 ga., type B, Grade Min. 1.5-inch thick, Firestone HD Plus Fasteners (steel 12-inch o.c. within 6-inch wide laps SC-193. 33 steel or min. 2,500 psi None one or more layers, Prelim. attached UltraPly only) or Firestone Concrete Drive spaced 142-inch o.c. Laps sealed -30.0 structural concrete any combination TPO (concrete only) with Firestone HD with 1.5-inch heat weld. Plus Seam Plates Min. 22 ga,, type B, Grade Firestone HD Plus Fasteners (steel 18-inch o.c. within 6-inch wide laps 80 steel or min. 20 ga., Min. 1.S-inch thick, UltraPly only) or Firestone Concrete Drive spaced 90-inch o.c. Laps sealed SC-194. type B, Grade 33 steel or None one or more layers, Prelim. attached TPO (concrete only) with Firestone HD with 5-inch heat weld that -37.5 min, 2,500 psi structural any combination Plus Seam Plates encapsulates plates. concrete Min. 22 ga., type B, Grade Min. 1.5-inch thick, UltraPly Firestone HD Plus Fasteners with 12-inch o.c. within 6-inch wide laps SC-195, 33 steel None one or more layers, Prelim. attached TPO Firestone HD Plus Seam Plates spaced 90-inch o.c. Laps sealed -37.5 any combination with 1.5-inch heat weld. Min. 22 ga., type B, Grade Min, 1.5-inch thick, UltraPly Firestone HD Plus Fasteners with 12-inch o.c. within 6-inch wide laps SC-196. 33 steel None one or more layers, Prelim. attached TPO Firestone HD Plus Seam Plates spaced 114-inch o.c. Laps sealed -37,5 any combination with 1.5-inch heat weld. V-Force with min. 3-inch Min. 2-inch ISO 95+ Note 2 IFID only) 1 per 5.3 ft' 12-inch o.c. within 6-inch wide laps SC-197. Min. 22 ga., type B, 60 ksl side laps self -adhered to GL, RESISTA or 24x36-inch grid, 12- UltraPly Firestone HD Fasteners with spaced 142-inch o.c. Laps sealed -37.5 steel top flanges of steel deck ISOGARD HD inch from board TPO Firestone HD Seam Plates with 1.5-inch heat weld. Composite edges Mir). 22 ga., type B, Grade Firestone HD Fasteners or Firestone ...... .I- I - -inch o.c. within 6-inch ...... . He- laps SC-198, 33 steel or min. 2,500 psi None one or more layers, Prelim. attached UltraPly Concrete Drive (concrete only) with spaced 72-inch o.c. Laps sealed -45.0 structural concrete any combination TPO Firestone HD Seam Plates or with 1.5-inch heat weld. UltraPly TPO Barbed Seam Plates Min, 22 ga., type B, Grade 80 steel or min. 20 ga., Min, 1.5-inch thick, Firestone HD Fasteners or Firestone 12-inch o.c. within 6-inch wide laps SC-199. type B, Grade 33 steel or None one or more layers, Prelim. attached UltraPly Concrete Drive (concrete only) with spaced 90-inch o.c. Laps sealed -45.0 min. 2,500 psi structural any combination TPO Firestone HD Seam Plates with 1.5-inch heat weld. concrete I Min. 22 ga., type B, Grade Min. 0.5-inch thick, Firestone HD Plus Fasteners (steel 12-inch o.c. within 6-inch wide laps SC-200. 33 steel or min, 2,500 psi None one or more layers, Prelim. attached UltraPly only) or Firestone Concrete Drive spaced 90-inch o.c. Laps sealed -45.0 structural concrete any combination TPO (concrete only) with Firestone HD with 1.5-inch heat weld. Plus Seam Plates Min. 22 ga., type B, Grade Firestone HD Fasteners or Firestone 12-inch o.c. within 6-inch wide laps 80 steel or min. 20 ga,, Min. 1.5-inch thick, UltraPly Concrete Drive (concrete only withspaced 90-inch o.c. Laps sealed SC-201. type B, Grade 33 steel or None one or more layers, Prelim. attached TPO Firestone HD Seam Plates or with 5-inch heat weld that -45.0 min. 2,500 psi structural any combination UltraPly TPO Wide Weld Seam encapsulates plates. concrete I Plates NEMO ETC, LLC Certificate of Authorization #32455 iD2019, MEMO ETC, LLC 7"" EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 945-3875 Evaluation Report F8970.02_08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 28 of 63 ME System Deck Insulation (Note 13) Roof Cover MDP No. (Note 1) For & Air Barrier vapor Type Attach Membrane Fasten (Note 11) Attach (psf) 22 g Min. B, Grade ga., type 80 steel or min. 20 ga., Min, 1.5-inch thick, Firestone HD Plus Fasteners (steel 12-inch o.c. within 6-inch wide laps SC-202. type B, Grade 33 steel or None one or more layers, Prelim. attached UltraPly only) or Firestone Concrete Drive spaced 114-inch o.c. Laps sealed -45.0 min. 2,500 psi structural any combination TPO (concrete only) with Firestone HD with 1.5-inch heat weld. concrete Plus Seam Plates Min. 22 ga., type B, Grade Firestone HD Plus Fasteners (steel 80 steel or min. 20 ga., Min. 1.5-inch thick, only) or Firestone Concrete Drive 12-inch o.c. within 6-inch wide laps SC-203. type E, Grade 33 steel or None one or more layers, Prelim. attached UltraPly (concrete only) with Firestone HD spaced 114-inch o.c. Laps sealed -45.0 min. 2,500 psi structural any combination TPO Plus Seam Plates or UltraPly TPO with S-inch heat weld that concrete Wide Weld Seam Plates encapsulates plates, Min. 22 ga., type B, 60 ksi V-Force with min. 3-inch Min. C.S-inch ISO 95+ Note 2 (HD only) UltraPly Firestone HD Fasteners with 12-inch o.c. within 6-inch wide laps SC-204. side laps self -adhered to GL, RESISTA or 1 per 8 ft2 spaced 114-inch o.c. Laps sealed -45.0 steel top flanges of steel deck ISOGARD HD 2472-inch grid TPO Firestone HD Seam Plates with 1.5-inch heat weld. Min. 22 ga,, type B, Grade Min. 1.5-inch thick, Firestone HD Fasteners or Firestone 6-inch o.c. within 6-inch wide laps SC-205. 33 steel or min. 2,500 psi None one or more layers, Prelim. attached UltraPly Concrete Drive (concrete only) with spaced 72-inch o.c. Laps sealed -52.5 structural concrete any combination TPO Firestone HD Seam Plates or with 1.5-inch heat weld. UltraPly TPO Barbed Seam Plates Min. 22 ga., type B, Grade Min. 0,5-inch thick, Firestone HD Fasteners or Firestone 6-inch o.c. within 6-inch wide laps SC-206. 33 steel or min. 2,500 psi None one or more layers, Prelim. attached UltraPly Concrete Drive (concrete only) with spaced 114-inch o.c. Laps sealed -52.5 structural concrete any combination TPO Firestone HD Seam Plates with 1.5-inch heat weld. Min. 0.25-inch Min. 22 ga., type B, 50 ksi SECUROCK Gypsum -Fiber Min. 3-inch ISO 95+ Note 2 (HD only) UltraPly Firestone HD Fasteners with 12-inch o.c. within 6-inch wide laps SC-207. steel Roof Board followed by GL or RESISTA 1 per 4.0 ft' TPO Firestone HD Seam Plates spaced 114-inch o.c. Laps sealed -52.5 V-Force with min. 3-inch 2424-inch grid with 1.5-inch heat weld. side laps self -adhered Note 2 (HD only) 1 Min, 22 ga., type B, 60 ksi V-Force with min. 3-inch Min, 0,5-inch 150 95+ per 53 ft2 UltraPly Firestone HD Fasteners with 12-inch o.c. within 6-inch wide laps SC-20& steel side laps self -adhered to GL, RESISTA or 2436-inch grid, 12- TPO Firestone HD Seam Plates spaced 142-inch o.c. Laps sealed -52.5 top flanges of steel deck ISOGARD HD inch from board with 1.5-inch heat weld. edges Min. 22 ga., type B, Grade Min. 1.5-inch thick, Firestone HD Fasteners or Firestone 6-inch o.c. within 6-inch wide laps SC-209, 80 steel or min. 2,500 psi None one or more layers, Prelim. attached UltraPly Concrete Drive (concrete only) with spaced 142-inch o.c. Laps sealed -52.5 structural concrete any combination TPO Firestone HD Seam Plates I with 1.5-inch heat weld. Min. 22 ga., type 6, 50 ksi Min, 0.5-inch thick, UltraPly Firestone HID Fasteners with 16-inch- c. within 7-inch wide laps SC-210. steel None one or more layers, Prelim. attached TPO Firestone HD Seam Plates spaced 89-inch o.c. Laps sealed -60.0 any combination with 1,5-inch heat weld. I I NEMO ETC, LLC Certificate of Authorization #32455 (D2019, MEMO ETC, LLC Tr " EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 29 of 63 ONEMO etc. MEN= System Deck Insulation (Note 13) Roof Cover MDP No, (Note 1) Vapor & Air Barrier (psf) Type Attach Membrane Fasten (Note 11) Attach Min. 0.5-inch thick, UltraPly 6-inch o.c. within 6-inch wide laps SC-211. Min. 22 ga., type B, 50 Irst None one or more layers, Prelim- attached TPO, min. Firestone HD Fasteners with spaced 114-inch o.c. Laps sealed -60.0 steel any combination nominal Firestone HD Seam Plates with 1,5-inch heat weld. 60-mil Min. 22 ga,, type B, Grade Min. 1,5-inch thick, Firestone HD Plus Fasteners (steel 6-inch o.c. within 6-inch wide laps SC-212. 33 steel or min. 2,500 psi None one or more layers, Prelim. attached UltraPly only) or Firestone Concrete Drive spaced 142-inch o.c. Laps sealed -60.0 structural concrete any combination TPO (concrete only) with Firestone HD with 1.5-inch heat weld. Plus Seam Plates Min. 22 ga,, type B, Grade Min. 0.5-inch thick, Firestone HD Plus Fasteners (steel 6-inch o.c. within 6-inch wide laps SC-213. 33 steel or min. 2,500 psi None one or more layers, Prelim. attached UltraPly only) or Firestone Concrete Drive spaced 114-inch o.c. Laps sealed -67.5 structural concrete any combination TPO (concrete only) with Firestone HD with 1,5-inch heat weld. Plus Seam Plates Firestone HD Plus Fasteners (steel 6-inch o.c. within 6-inch wide laps Min. 22 ga., type B, Grade Min. 1.5-inch thick, UltraPly only) or Firestone Concrete Drive spaced 90-inch o.c. Laps sealed SC-214. 33 steel or min. 2,500 psi None one or more layers, Prelim. attached TPO (concrete only) with Firestone HD with 5-inch heat weld that -82.5 structural concrete any combination Plus Seam Plates encapsulates plates. Min. 3-inch ISO 95+ Note 2 (HD only) I Min. 22 ga., type B, 60 ksi Two (2) layers, V-Force GL, RESISTA or per 5.3 ft' UltraPly Firestone HD Fasteners with 12-inch o.c. within 6-inch wide laps SC-215. steel with min. 3-inch side laps ISOGARD HD 24x36-inch grid, 12- TPO Firestone HD Seam Plates spaced 142-inch o.c. Laps sealed -82.5 self -adhered inch from board with 1.5-inch heat weld. Composite edges I Min. 22 ga., type B, Grade I Firestone HD Plus Fasteners (steel 6-inch o.c. within 6-inch wide laps 80 steel or min. 20 ga., Min. 1.5-inch thick, UltraPly only) or Firestone Concrete Drive spaced 90-inch o.c. Laps sealed type B, Grade 33 steel or None one or more layers, Prelim. attached TPO (concrete only) with Firestone HD with 5-inch heat weld that -90.0 min. 2,500 psi structural any combinat ion Plus Seam Plates encapsulates plates. concrete System Deck insulation (Note 13) Roof Cover MDP No. (Note 1) Type Attach Membrane Fasten (Note 11) Attach (Psf) Min. 22 ga., type B, Firestone HD Fasteners or Firestone Fasteners 12-inch o.c. through batten within 6-inch wide laps SC-217� Grade 33 steel or Min. 1.5-inch thick, one or Prelim. UltraPly TPO Concrete Drive (concrete only) with spaced 90-inch o.c. Laps sealed with 5-inch heat weld that -30.0 min. 2,500 psi more layers, any combination attached Firestone Polymer Batten Strip encapsulates batten. structural concrete Fasteners 12-inch o.c. through batten within 6-inch wide laps SC-218. Min. 22 ga., type B, Min. 1,5-inch thick ISO 95+GL Prelim. UltraPly TPO Firestone HD Plus Fasteners with spaced 142-inch o.c. Laps sealed with 5-inch heat weld that -30.0 Grade 33 steel attached Firestone Coiled Metal Batten Strip encapsulates batten. NEMO ETC, LLC Evaluation Report F8970.02.08-R15 for FL10264-RI5 Certificate of Authorization #32455 7o' EDITION (2020) FBC NON-HVHZ EVALUATION Revision 15: 09/23/2020 K)2019, NEMO ETC, LLC Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Appendix 1, Page 30 of 63 System Deck Insulation (Note 13) Roof Cover MDP (Note 1) Type Attach Membrane Fasten (Note 11) Attach (Psf) I— 'r Min. 22 ga., type B, Min. 1.5-inch thick, one or Prelim. rUltraPly Firestone HD Fasteners with Firestone Fasteners 12-inch o.c. through batten within 6-inch wide laps SC-219. Grade 33 steel more layers, any combination attached I TPO TPO Coiled Metal Batten Strip spaced 90-inch o.c. Laps sealed with 5-inch heat weld that -37.5 encapsulates batten. Min, 22 ga., type B, UltraPly QuickSeam R.M.A. Strips with UltraPly QuickSeam R.M,A. Strips are applied over the Grade 33 steel or Min. 1.5-inch thick, one or Prelim. Firestone HD Fasteners or Firestone insulation spaced 72-inch o.c. The batten is centered over SC-220. min. 2,500 psi more layers, any combination attached UltraPly TPO Concrete Drive (concrete only) with each strip and fastened 12-inch o.c. Roof cover adhered to -37.5 structural concrete Firestone Polymer Batten Strip each strip by first priming with Single -Ply QuickPrime Primer at the strip location, then rolling into place with a hand roller. Min 22 ga., type B, Grade 80 steel or min. 20 ga., type B, Min. 1.5-inch thick, one or Prelim. Firestone HD Plus Fasteners (steel only) or Fasteners 12-inch o.c. through batten within 6-inch wide laps SC-221. Grade 33 steel or more layers, any combination attached UltraPly TPO Firestone Concrete Drive (concrete only) spaced 90-inch o.c. Laps sealed with 5-inch heat weld that -45.0 min. 2,500 psi with Firestone Coiled Metal Batten Strip encapsulates batten. structural concrete Min. 22 ga., type B, UltraPly QuickSeam R.M.A. Strips are applied over the Grade 33 steel or Min. 1.5-inch thick, one or Prelim. UltraPly QuickSeam R.M.A. Strips with insulation spaced 120-inch o.c. The batten is centered over SC-221 min. 2,500 psi more layers, any combination attached UltraPly TPO Firestone HD Fasteners with Firestone each strip and fastened 6-inch o.c. Roof cover adhered to -45.0 structural concrete Coiled Metal Batten Strip each strip by first priming with UltraPly TPO QuickPrime at the strip location, then rolling into place with a hand roller. Min. 22 ga., type B, Grade 80 steel or Min. 1.5-inch thick, one or Firestone HD Fasteners with Firestone Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-223. min. 2,500 psi more layers, any combination Loose Laid UltraPly TPO Coiled Metal Batten Strip spaced 142-inch o.c. Laps sealed with 5-inch heat weld that -52.5 structural concrete encapsulates batten. Min. 22 ga., type B, Grade 80 steel or Firestone HD Fasteners or Firestone Fasteners 6-inch o.c. through batten in field of the roof SC-224� min. 20 ga., type B, Min. 1.5-inch thick, one or Prelim. UltraPly TPO Concrete Drive (concrete only) with spaced 144-inch o.c. Battens sealed with 5-inch wide cover Grade 33 steel or more layers, any combination attached Firestone Batten Strip or Coiled Metal strip, with 1,5-inch heat weld on each side of the strip or by -60.0 min. 2,500 psi Batten Strip applying Firestone TPO QuickSeam Flashing atop batten. structural concrete Min. 22 ga., type B, Grade 80 steel or min. 20 ga., type B, Min, 1,5-inch thick, one or Prelim. Firestone HD Fasteners or Firestone Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-225. Grade 33 steel or more layers, any combination attached UltraPly TPO Concrete Drive (concrete only) with spaced 114-inch o,c, Laps sealed with 5-inch heat weld that -60.0 min. 2,500 psi Firestone Polymer Batten Strips encapsulates batten. structural concrete Min. 22 ga., type B, Min. 1.5-inch thick, one or Prelim. Firestone HD Plus Fasteners with Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-226. Grade 33 steel more layers, any combination attached UltraPly TPO Firestone Coiled Metal Batten Strip spaced 142-inch o.c. Laps sealed with 5-inch heat weld that -60.0 encapsulates batten. NEW ETC, LLC Certificate of Authorization #32455 02019, NEMO ETC, LLC P EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-R15 Revision 15: 09/23/2020 Appendix 1, Page 31 of 63 ONEMOletc. INEEMEEM NNEEINERNMENE1 MENNEN= Roof Cover MDP System Deck insulation (Note 13) No. (Note 1) Type Attach Membrane Fasten (Note 11) Attach (psf) Min. 22 ga., type B, Firestone HD Fasteners or Firestone Fasteners 6-inch o.c, through batten within 6-inch wide laps SC-227� Grade 33 steel or Min. 1.5-inch thick, one or Prelim. UltraPly TPO Concrete Drive (concrete only) with spaced 90-inch o.c. Laps sealed with 5-inch heat weld that -67.5 min. 2,500 psi more layers, any combination attached Firestone Coiled Metal Batten Strip or encapsulates batten. structural concrete Firestone Polymer Batten Strip Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-228. Min. 22 ga., type B, Min. 1.5-inch thick, one or Prelim. UltraPly TPO Firestone HD Plus Fasteners with spaced 114-inch o.c. Laps sealed with 5-inch heat weld that -67.5 Grade 33 steel more layers, any combination attached Firestone Coiled Metal Batten Strip 1 encapsulates batten. Firestone HD Fasteners or Firestone Min. 22 ga., type B, Concrete Drive (concrete only) with Grade 80 steel or Firestone Batten Strip or Coiled Metal Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-229. min. 20 ga., type B, Min. 1.5-inch thick, one or Prelim. UltraPly TPO Batten Strip or Firestone HD Plus spaced 114-inch o.c. Laps sealed with 5-inch heat weld that -75.0 Grade 33 steel or more layers, any combination attached Fasteners (steel only) or Firestone encapsulates batten. min. 2,500 psi Concrete Drive (concrete only) with structural concrete Firestone Polymer Batten Strip Min. 22 ga., type B, Firestone HD Plus Fasteners (steel only) or Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-230. Grade 33 steel or Min. 1.5-inch thick, one or Prelim, UltraPly TPO Firestone Concrete Drive (concrete only) spaced 90-inch o.c. Laps sealed with 5-inch heat weld that -82.5 min. 2,500 psi more layers, any combination attached with Firestone Batten Strip or Coiled encapsulates batten. structural concrete Metal Batten Strip 6-inch o.c. through batten within 6-inch wide laps SC-231. Min. 22 ga., type 8, Min. 1.5-inch thick, on, Loose Laid UltraPly TPO Firestone HD Plus Fasteners (steel only) sp,teners aced 68-inch o.c. Laps sealed with 5-inch heat weld that -82.5 Grade 80 steel more layers, any combination with Firestone W Polymer Batten Strips encapsulates battens. Min. 22 ga., type 8, Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-231 Grade 80 steel or Min, 1.5-inch thick, one or Prelim. UltraPly TPO Firestone HD Fasteners with Firestone spaced 90-inch o.c. Laps sealed with 5-inch heat weld that -90,0 min. 20 ga., type B, more layers, any combination attached Coiled Metal Batten Strip encapsulates batten. Grade 33 steel Min. 22 ga., type B, Grade 80 steel or Firestone HD Plus Fasteners (steel only) Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-233. min. 20 ga., type B, Min. 1.5-inch thick, one or Prelim, UltraPly TPO or Firestone Concrete Drive (concrete spaced 90-inch o.c. Laps sealed with 5-inch heat weld that -97.5 Grade 33 steel or more layers, any combination attached only) with Firestone Batten Strip or Coiled encapsulates batten. min. 2,500 psi Metal Batten Strip structural concrete Min. 22 ga,, type B, Firestone HD Plus Fasteners (steel only) Fasteners 6-inch o,c. through batten within 6-inch wide laps SC-234. Grade 33 steel or Min. 1.5-inch thick, one or Prelim. UltraPly TPO or Firestone Concrete Drive (concrete spaced 54-inch o.c. Laps sealed with 5-inch heat weld that -112.5 min. 2,500 psi more layers, any combination attached only) with Firestone Coiled Metal Batten encapsulates batten. structural concrete Strip NEIVO ETC, LLC Certificate of Authorization #32455 (ID2019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 32 of 63 ONEMO etc. 0 System Deck Insulation (Note 13) Roof Cover MDP yst7N.__ (Note 1) Type Attach Membrane Fasten (Note 11) Attach (Psf) Min. 0.5-inch Dens Deck, Dens Deck Prime or SECUROCK Fasteners 6-inch o,c, through batten within 6-inch wide laps SC-235. Min. 22 ga., type B. Gypsum -Fiber Roof Board Prelim. UltraPly TPO Firestone HD Plus Fasteners (steel only) spaced 54-inch o.c. Laps sealed with 5-inch heat weld that -112.5 Grade 33 steel loose laid over min. 1.5-inch attached with Firestone Coiled Metal Batten Strip encapsulates batten. thick, one or more layers, any combination Lap Row: Fasteners 6-inch o.c. through battens within 6-inch wide laps spaced 142-inch o.c. Laps sealed with 5-inch heat Min. 22 go., type B, Min. 1.5-inch thick, one or Firestone HD Plus Fasteners (steel only) weld that encapsulates the batten. SC-236. Grade 80 steel more layers, any combination Loose Laid UltraPly TPO with Firestone %" Polymer Batten Strips Field Row: Fasteners 6-inch o.c. through battens in one -135.0 intermediate row between laps. Batten strips covered with 5-inch wide UltraPly TPO strips sealed on both sides with 1.5- inch heat weld. 77No.min. Deck Insulation (Note 13) Base Sheet MDP System (Note 1) Roof Cover (Note 15) (Psf) Type Attach Type Fasten (Note 11) Attach 22 ga., type B, Min. 1-inch thick, one or Max. 12-inch o.c. at the min. 3.4-inch UltraPly TPO XR / XR Stick, 12-inch SC-237. Grade 33 steel or min. more layers, any Loose Laid SBS Base Note 2 laps 12-inch o.c. at two (2) equally o.c. Ribbons centered between -37.5* 2,500 psi structural combination spaced, staggered center rows base sheet fastener rows concrete Min. 22 ga., type B, Min. 1-inch thick, one or Max, 12-inch o.c. at the min. 3.4-inch UltraPly TPO XR / XR Stick, 12-inch SC-238. Grade 33 steel or min, more layers, any Loose Laid SBS Base Note 2 laps 12-inch o.c. at two (2) equally o.c. Ribbons placed atop stress -45.0* 2,500 psi structural combination spaced, staggered center rows plates in base sheet fastener rows concrete Min, 22 ga., type B, Min. 0.5-inch thick, one or Max. 12-inch o.c. at the min. 2-inch SC-239. Grade 33 steel or min. more layers, any Loose Laid MB Base Note 2 laps 12-inch o.c- at two (2) equally UltraPly TPO XR / Hot asphalt -45.0* 2,500 psi structural combination spaced, staggered center rows concrete MEMO ETC, LLC Evaluation Report F8970,02.08-R15 for FL10264-RI5 Certificate of Authorization #32455 7T' EDITION (2020) FOC NON-HVHZ EVALUATION Revision 15: 09/23/2020 02019, MEMO ETC, LLC Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Appendix 1, Page 33 of 63 ONEMO I etc. Base Insulation Layer Top Insulation Layer System Deck Primer Attach Attach Roof Cover (Note 15) IVID No. (Note 1) Type Type (Psf) I (Notes 6,7 , 8) {Notes 6,7 , 8) ULTRAPLY TPO Symms Min. 2,500 psi ASTM Min. 1.5-inch ISO 95+ GL UltraPly TPO UP -BA, LVOC- C-1 structural concrete D41 Hot Asphalt or RESISTA (Optional) Tapered ISO 95+ GL 7 Hot asphalt BA-1168 -180.0 Min. 1.5-inch ISO 95+ GL C-2 Min. 2,500 psi ASTM with optional Tapered Hot Asphalt Min. 0.25-inch Dens Deck, Dens Deck Prime or SECUROCK Hot Asphalt UltraPly TPO J UP -BA -195.0 structural concrete D41 Gypsum -Fiber Roof Board ISO 95+ GL Min. 2,SC0 psi ASTM Min. 1.5-inch ISO 95+ GL Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- UltraPly TPO LVOC-BA- C-3 structural concrete D41 with optional Tapered Hot Asphalt Fiber Roof Board Hot Asphalt 1168 -195.0 ISO 95+ GL Min. 2,500 psi Min. 1.5-inch ISO 95+ GL I.S.O. Spray R; I.S.C. Spray R; UltraPly TPO UP -BA, LVOC- C-4 structural concrete None or RESISTA I.S.O. Twin Pack (Optional) Additional layers of base insulation LS.O. Twin Pack BA-1168, LVOC-BA -165.0 Min, 2,500 psi Min. 1.5-inch ISO 95+ GL I.S.C. Spray R; I.S.O. Spray R; UltraPly TPO / UP -BA, LVOC- C-5 structural concrete None or RESISTA I.S.O. Twin Pack, (Optional) Additional layers of base insulation I.S.O. Twin Pack, BA-1168 -240.0 8-inch o.c. 8-inch o.c. Min, 2,500 psi I.S.O. Spray R; I.S.O. Spray R, UltraPly TPO / UP -BA, LVOC- C-6 structural concrete None Min. 1.5-inch 150 95+ GL I.S.C. Twin Pack, (Optional) Additional layers of base insulation I.S.O. Twin Pack, BA-1168 -285.0 4-inch o.c. 4-inch o.c. C-7 Min, 2,500 psi None I.S.O. 1-r- P- Min. 1.5-inch RESISTA (Optional) Additional layers of base insulation SprayI.S.O. SprR- UltraPly TPO / WBBA-P -165.0 structural concrete I.5.0. Twin Pack I.S.O. Twin Pack Min. 2,500 psi I.S.O. Spray R; I.S.O. Spray R; C-8 structural concrete None Min. 1.5-inch RESISTA I.S.O. Twin Pack, (Optional) Additional layers of base insulation I.S.O. Twin Pack, UltraPly TPO /WBBA-P -240.0 8-inch o.c. 8-inch o.c. Min. 2,500 psi 1,S.O. Spray R; 1.5.0, Spray R; C-9 structural concrete None Min. 1.5-inch RESISTA I.S.O. Twin Pack, (Optional) Additional layers of base insulation I.S.O. Twin Pack, UltraPly TPO / WBBA-P -247,5 6-inch o.c. 6-inch o.c. Min. 2,500 psi I.S.O. Spray R; S.O. Spray R; UltraPly, / U P-BA, LVOC- C_ 10 structural concrete None Min. 1.5-inch RESISTA I.S.C. Twin Pack, (Optional) Additional layers of base insulation I.S.O.-Twin Pack, BA-1168, LVOC-BA -360.0 6-inch o.c. 6-inch o.c. C-11 Min. 2,500 psi None Min- 1-inch RESISTA I.S.O. Spray R; Min. 1-inch RESISTA I.S.O. Spray R; UltraPly TPO / LVOC-BA- -450.0 structural concrete I.S.O. Twin Pack I.S.O. Twin Pack 1168 C-12 Min. 2,500 psi None Min1.5-inch ISO 95+ GL I.S.O. Spray R; , Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- I.S.O. Spray R; UltraPly TPO / UP -BA, LVOC- -127.5 structural concrete I.S.O. Twin Pack Fiber Roof Board I.S.O. Twin Pack BA-1168 C-13 Min. 2,500 psi None Min. 1.5-inch ISO 95+ GL I.S.O. Spray R; Min. 0.25-inch Dens Deck or SECUROCK Gypsum -Fiber I.S.O. Spray R; UltraPly TPO / UP -BA -157.5 structural concrete I.S.O. Twin Pack Roof Board I.S.O. Twin Pack NEMO ETC, LLC Certificate of Authorization #32455 @2019, NEMO ETC, LLC 7 T8 EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report 1`8970.02.08-1315 for FL10264-RIS Revision 15: 09/23/2020 Appendix 1, Page 34 of 63 System Deck Base Insulation Layer Top Insulation Layer Primer Type Attach Type Attach No. (Note 1) Roof Cover (Note 15) MDP (Psf) (Notes 6,7,8) (Notes 6,7,8) Min. 2,500 psi None Min. 1.5-inch 150 95+ GL I.S.O. Spray R; I.S.O. Twin Pack, Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- I S.O. Spray R; I.S.0, Twin Pack, Ultra Ply TPO / UP -BA, LVOC- -187.5 structural structural concrete 8-inch o.c. Fiber Roof Board 8-inch o.c. BA-1168 C-15 Min. 2,500 psi Two layers min. 1.S-inch None I.S.O. Spray R; I.S.O. Twin Pack, Min. 0,25-inch Dens Deck Prime or SECUROCK Gypsum- I.S.O. Spray R; I.S.O. Twin Pack, Ultra Ply TPO / UP -BA -195.0 structural concrete ISO 9S+ GL Fiber Roof Board 8-inch o.c. 8-inch o.c. C-16 Min. 2,500 psi None Min. 1.5-inch ISO 95+ GL I.S.O. Spray R; I.S.O. Twin Pack, Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Ultra I.S.O... Spray R; SOTwin Pack .., Ply TPO / UP -BA, LVOC- -247�5 structural concrete Fiber Roof Board , BA-1168 4-inch o.c. 4-inch o.c. C-17 Min. 2,500 psi None Min. two layers min. 1.5- I.S.O. Spray R; Min. 0,25-inch Dens Deck Prime or SECUROCK Gypsum- I.S.O. Spray R; Ultra Ply TPO / LVOC-BA- structural concrete inch ISO 95+ GL I.S.O. Twin Pack Fiber Roof Board I.S.O. Twin Pack 1168 C-18 Min. 2,500 psi None One or more layers, min. I.S.C. Spray R; Min, 0.5-inch ISOGARD HID I.S.O. Spray R; Ultra Ply TPO / WBBA-P -222,5 structural concrete 1.5-inch ISO 95+ GL I.S.O. Twin Pack I.S.O. Twin Pack C-19 Min. 2,500psi None One or more layers, min. I.S.O. Spray R; Min. 0.5-inch ISOGARD HID I.S.O. Spray R Ultra Ply TPO / UP -BA, -247.5 structural concrete 1.5-inch 150 95+ GL I.S.O. Twin Pack I.S.O. Twin Pack LVOC-BA-1168 C-20 Min. 2,500 psi None Min. 0.5-inch ISOGARD I.S.O. Spray R; None N/A Ultra Ply TPO / UP -BA, LVOC- structural concrete HID I.S.O. Twin Pack BA-1168, VyBBA-P -300,0 C-21 Min. 2,500 psi None Min. 1.5-inch ISO 95+ GL CR-20 (Optional) Additional layers base insulation CR-20 Ultra Ply TPO / UP -BA, LVOC- -270.0 structural concrete BA-1168 C-22 Min. 2,500 psi None Min. 1.5-inch ISO 95+ GL CR-20 Min. 0.25-inch Dens Deck or SECUROCK Gypsum -Fiber CR-20 Ultra Ply TPO / UP -BA -195.0 structural concrete Roof Board C-23 Min. 2,500 psi None Min. 1.5-inch ISO 95+ GL CR-20 Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- CR-20 Ultra Ply TPO / UP -BA, LVOC- -240.0 structural concrete Fiber Roof Board BA-1168 -24 Min. 2,500 psi None Min. 1.5-inch ISO 95+ GL Stick (Optional) Additional layers of base insulation I.S.O. Stick Ultra UltraPly TPO / UP -BA, LVOC- -150.0 Fc structural concrete or RESISTA I BA-1168 c -25 Min. 2,500psi structural concrete None Min. 1.5-inch RESISTA I I.S.O. Stick (Optional) Additional layers of base insulation .S.O. I.S.O.ick Ultra Ply TPO / WBBA-P - 150.0 C-26 Min. 2,500 psi None Min. 1.5-inch RESISTA I.S.O. Stick, 6-inch (Optional) Additional layers of base insulation I.S.O. Stick, 6- Ultra Ply TPO / WBBA-P -247.5 structural concrete O.C. inch o.c. C-27 Min. 2,500 psi None Min. 1.5-inch RESISTA I.S.O. Stick, 6-inch (Optional) Additional layers of base insulation I.S.O. Stick, 6- Ultra Ply TPO / UP -BA, LVOC- -360.0 structural concrete O.C. inch o.c. BA-1168, LVOC-BA C-28 Min. 2,500 psi None Min. 1-inch RESISTA I.S.O. Stick Min. 1-inch RESISTA I.S.O. Stick Ultra Ply TPO / LVOC-BA- -450.0 structural concrete 1 1168 C-29 Min. 2,500 psi None Min. 1.5-inch ISO 95+ GL 11:S:0 Stick Min. 0,25-inch Dens Deck, Dens Deck Prime or SECUROCK I.S.O. Stick Ultra Ply TPO / UP -BA - 150.0 structural concrete I I Gypsum -Fiber Roof Board I NEMO ETC, LLC Certificate of Authorization #32455 C2019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report 1`8970.02.08-1115 for FL10264-RlS Revision 15: 09/23/2020 Appendix 1, Page 35 of 63 ONEMO I etc. Base Insulation Layer Top Insulation Layer System Deck Primer Roof Cover (Note 15) SDP (Psf) Attach Attach No. (Note 1) Type Type (Notes 6,7,8) (Notes 6,7,8) C-30 Min. 2,500 psi None Min1.5-inch ISO 95+ GL I.S.O. Stick Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- I.S.O. Stick UltraPly TPO LVOC-BA- - 150.0 structural concrete , Fiber Roof Board 1168 C-31 Min. 2,500 psi None Min, two layers min. 1.5- I.S.O. Stick Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- I.S.C. Stick UltraPly TPO LVOC-BA- -262.5 structural concrete inch ISO 95+ GL Fiber Roof Board 1168 C-32 Min. 2,500 psi None one or more layers, min. I.S.O. Stick Min. 0.5-inch ISOGARD HD I.S.O. Stick UltraPly TPO WBBA-P -24T5 structural concrete 1.5-inch ISO 95+ GL C-33 Min, 2,500 psi None One or more layers, min. I.S.O. Stick min. 0.5-inch ISOGARD HD I.S.O. Stick UltraPly TPO UP -BA, LVOC- -300.0 structural concrete 1.5-inch ISO 95+ GLBA-1168 C-34 Min. 2,500 psi None Min. 1.5-inch RESISTA I.S.O. Stick, 6-inch Min. 0.5-inch ISOGARD HD I.S.O. Stick, 6- UltraPly TPO UP -BA, LVOC- -360.0 structural concrete D.C. inch D.C. BA-1168, LVOC-BA C-35 Min. 2,500 psi None Min. 0.5-inch ISOGARD I.S.O. Stick None N/A UltraPly TPO / UP -BA, LVOC- -405.0 structural concrete HD BA-1168, WBBA-P C-36 Min. 2,500 psi None Min. 1.5-inch RESISTA I.S.O. FIX 11, 6-inch {Optional) Additional layers of base insulation I.S.O. FIX 11, 6- UltraPly TPO WBBA-P -247.5 structural concrete D.C. inch D.C. C-37 Min. 2,500 psi None Min. 1.5-inch RESISTA I.S.O. FIX 11, 6-inch (Optional) Additional layers of base insulation I.S.O. FIX 11, 6- UltraPly TPO UP -BA, LVOC- -360.0 structural concrete D.C. inch D.C. BA-1168, LVOC-BA C-38 Min. 2,500 psi None Min. 1-inch RESISTA I.S.O. FIX 11 Min. 1-inch RESISTA LS.O. FIX 11 UltraPly TPO LVOC-BA- 1168 -450.0 Min. 2,500 psi Min. two layers min. 1.5- Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- I.S.C. FIX 11 UltraPly TPO LVOC-BA- -262.5 C-39 structural concrete None inch ISO 95+ GL I.S.O. FIX It Fiber Roof Board 1168 C-40 Min. 2,500 psi None One or more layers, min. I.S.O. FIX 11 Min. 0.5-inch ISOGARD HD I.S.O. FIX 11 UltraPly TPO / WBBA-P -135.0 structural concrete 1.5-inch ISO 95+ GL C-41 Min. 2,500 psi None Min. 0.5-inch ISOGARD I.S.O. FIX 11, 4-inch None N/A UltraPly TPO / WBBA-P -135.0 structural concrete HD 0.c. Min. 2,500 psi Min. O.S-inch ISOGARD I.S.O. FIX 11, 4-inch N/A UltraPly TPO UP -BA, LVOC- - 247.5 C-42 structural concrete None HD D.C. None BA-1168 C-43 Min, 2,500 psi None One or more layers, min. I.S.O. FIX 11 Min. 0.5-inch ISOGARD HD S.O.1.FIX 11 UltraPly TPO UP -BA, LVOC- -300.0 structural concrete 1.5-inch ISO 95+ GLBA-1168 Min. 2,500 psi I.S.O. FIX 11, 6-inch I.S.O. FIX 11, 6- UltraPly TPO UP -BA, LVOC- C-44 structural concrete None Min, 1,5-inch RESISTA D.C. Min. 0.5-inch ISOGARD HD inch D.C. BA-1168, LVOC-BA -360.0 C-45 Min. 2,500 psi None Min. 0.5-inch ISOGARD I.S.O. FIX 11, 4-inch None N/A UltraPly TPO / LVOC-BA -360.0 structural concrete I HD I 0.c� ULTRAPLYTPO XIR SYSTEMS INXIR BONDING ADHESIVE NEMO ETC, LLC Certificate of Authorization #32455 02019, MEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-387S Evaluation Report 1`8970.02.08-1115 for FL10264-R15 Revision 15: 09/23/2020 Appendix 1, Page 36 of 63 ON EMO I etc. Base Insulation Layer Top Insulation Layer System Deck Primer Roof Cover (Note 15) MDP Attach Attach No. (Note 1) Type Type (psf) (Notes 6,7,8) (Notes 6,7,8) Min. 0.25-inch Dens Deck C-46 Min. 2,500 psi ASTM Prime or SECUROCK Hot Asphalt None N/A UltraPly TPO XR / XR-BA -232.5 structural concrete D41 Gypsum -Fiber Roof Board Min. 2,500 psi ASTM One or two layers min. Min.0.25-inch Dens Deck Prime or SECUROCK Gypsum- C-47 structural concrete D41 1.5-inch ISO 95+ GLFiber Hot Asphalt Roof Board Hot Asphalt UltraPly TPO XR / XR-BA -300.0 Min. 2,500 si p Min. 1-inch ISO 95+ GL or I.S.O. Spray R; (optional) Additional layer of base insulation or min. 0.5- S.O. Spray R; �15.0. C-48 structural concrete None RESISTA I.S.O. Twin Pack; inch Tapered ISO 95+ GL or RESISTA Twin Pack; UltraPly TPO XR / XR-BA -112.5 I.S.O. Stick I.S.O. Stick Min. 2,500 psi Min. 1-inch ISO 95+ GL or I.S.O. Spray R; Optional additional layers of base insulation or min. 0.5- I.S.O. Spray R; C-49 structural concrete None RESISTA I.S.O. Twin Pack; inch Tapered ISO 95+ GL or RESISTA followed by min. 0.5- I.S.O. Twin Pack; UltraPly TPO XR / XR-BA -390.0 I.S.O. Stick inch ISOGARD HD I.S.O. Stick Optional additional layers of base insulation or min. 0.5- C-50 Min, 2,500 psi None Min. 1-inch ISO 95+ GL or I.S.O. Spray R; inch Tapered ISO 95+ GL or RESISTA followed by Min. 0.25- I.S.O. Spray R; UltraPly TPO XR / XR-BA -300.0 structural concrete RESISTA I.S.O. Twin Pack inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof I.S.O. Twin Pack Board Optional additional layers of base insulation or min. O.S- C-51 Min. 2,500 psi None Min. 1-inch ISO 95+ GL or . I.S.OStick inch Tapered ISO 95+ GL or RESISTA followed by Min. 0.25- I.S.O. Stick UltraPly TPO XR XR-BA -187.5 structural concrete RESISTA inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof I I I I Board ULTRAPLYTPO XR SYSTEMS IN HOTAsPHALT (Option Min. 0.25-inch Dens Deck C-52 Min. 2,500 psi al) Prime or SECUROCK Hot Asphalt None N/A UltraPly TPO XR Hot -2323 structural concrete ASTM Gypsum -Fiber Roof Asphalt D41 Board (Option C-53 Min. 2,500 psi al) Min. 1.5-inch ISO 95+ GL Hot Additional layers base UltraPly TPO XR Hot structural concrete ASTM asphalt (optional) of insulation Hot asphalt Asphalt -300.0 D41 C-54 min. 2,500 psi ASTM Min. 1.5-inch ISO 95+ GL Hot Asphalt None N/A UltraPly TPO XR Hot -382.5 structural concrete D41 Asphalt C-55 Min. 2,500 psi None Min. 1.5-inch ISO 95+ GL Hot Asphalt None /A UltraPly TPO XR Hot -487.5 structural concrete Asphalt MEMO ETC, LLC Certificate of Authorization #32455 02019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-R15 Revision 15: 09/23/2020 Appendix 1, Page 37 of 63 ONEMOjetc. 0 ° , Base Insulation Layer Top Insulation Layer System Deck Primer Roof Cover (Note 15) MOP (sf ) Attach Attach No. (Note 1) Type Type P (Notes 6,7,8) (Notes 6,7 , 8) (Option C-56 Min, 2,S00 psi al) Min, 1.5-inch ISO 95+ GL Hot Asphalt Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- Hot Asphalt UltraPly TPO XR Hot -457.5 structural concrete ASTM Fiber Roof Board Asphalt D41 (Option C-57 Min. 2,500 psi a]) Two layers min. 1,5-inch Hot Asphalt Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- Hot Asphalt UltraPly TPO XR Hot 300,0 structural concrete ASTM ISO 95+ GL Fiber Roof Board Asphalt D41 Optional additional layers of base insulation or min. 0.5- Min. 2,500 psi Min. 1-inch ISO 95+ GL or I.S.O. Spray R; inch Tapered 150 95+ GL or RESISTA followed by Min. 0.25- I.S.O. Spray R; UltraPly TPO XR Hot 390,0 C-58 structural concrete None RESISTA I.S.O. Twin Pack inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof I.S.O. Twin Pack Asphalt - Board Optional additional layers of base insulation or min. 0,5- Min. 2,500 psi Min. 1-inch ISO 95+ GL or inch Tapered ISO 95+ GL or RESISTA followed by Min. 0.25- UltraPly TPO XR Hot C-59 structural concrete None RESISTA I.S.O. Stick I.S.O. Stick inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Asphalt - 187.5 I I I I I Board ULTRAPLYTPO XR SYSTEMS IN I.S.O. SPRAY R OR XR STICK: hli� I 111n n6 Min Tl"-.. 1 -inrh I - .. SO 95� GL or I.S.O. Spray R; lOptional) Additional laver of base insulation or min. 0.5- S.O. Spray R; UltraPly TPO XR I.S,O C-60 — structural concrete None RESISTA I.S.O. Twin Pack; inch Tapered ISO 95+ GL or RESISTA I.S.O. Twin Pack; Spray R, XR Stick, 6-inch o.c. I.S.O. Stick I.S.O. Stick - S.O. Spray R; I.S.O. Spray R; UltraPly TPO XR / 1.5.0 C-61 Min. 2,500 psi None Min. 1-inch ISO 95+ GL or I.S.O. Twin Pack; (Optional) Additional layer of base insulation or min. 0.5- I.S.O. Twin Pack; Spray R, XR Stick, 4-inch o.c. -172.5 structural concrete RESISTA I.S.O. Stick inch Tapered ISO 95+ GL or RESISTA I.S.O. Stick I (full coverage) I.S.O. Spray R; Optional additional layers of base insulation or min. 0.5- I.S.O. Spray R; UltraPly TPO XR / I.S.O C-62 Min. 2,500 psi None Min. 1-inch ISO 95+ GL or I.S.O. Twin Pack; inch Tapered ISO 95+ GL or RESISTA followed by min. 0.5- I.S.Q. Twin Pack; Spray R, XR Stick, 12-inch -45.0 structural concrete RESISTA I.S.O. Stick inch ISOGARD HD I.S.O. Stick O.C. Min. 2,500 psi Min. 1-inch ISO 95+ GL or I.S.O. Spray R; Optional additional layers of base insulation or min. 0.5- I.S.O. Spray R; UltraPly TPO XR / I.S.O C-63 structural concrete None RESISTA I.S.O. Twin Pack; inch Tapered 150 95+ GL or RESISTA followed by min. 0.5- I.S.O. Twin Pack; Spray R, XR Stick, 6-inch o.c. -82.5 I.S.O- Stick inch ISOGARD HD I.S.O. Stick I.S.O. Spray R; Optional additional layers of base insulation or min. 0.5- I.S.O. Spray R; UltraPly TPO XR / I.S.O C-64 Min. 2,500 psi None Min. 1-inch ISO 95+ GL or I.S.O. Twin Pack; inch Tapered ISO 95+ GLor RESISTA followed by min. 0.5- I.S.O. Twin Pack; Spray R, XR Stick, 4-inch o.c. -172.5 structural concrete RESISTA I.S.O. Stick inch ISOGARD HD I.S.O. Stick (full coverage) I.S.O. Spray R; Optional additional layers of base insulation or min. 0.5- I.S.C. Spray R; UltraPly TPO XR / O C-65 Min, 2,500 psi None Min. 1-inch ISO 95+ GL or I.S.O. Twin Pack; inch Tapered ISO 95+ GL or RESISTA followed by Min. 0.25- I.S.O. Twin Pack; Spray R, XR Stick, 12-inch -45,0 structural concrete RESISTA inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof I.S.O. Stick I.S.C. Stick o.c.Board NEMO ETC, LLC Certificate of Authorization #32455 @2019, NEMO ETC, U-C 7 TH EDITION (2020) FBC NON -FIVER EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RIS Revision 15: 09/23/2020 Appendix 1, Page 38 of 63 System Deck Base Insulation Layer Top Insulation Layer Attach Type Attach Type No. (Note 1) Primer Roof Cover (Note 15) MDP (Psf) (Notes 6,7,8) (Notes 6,7,8) .S.O. Spray R�S.O. Optional additional layers of base insulation or min, 0.5- Spray R; I.S.O.S.O, Min. 2,500 psi C-66 None Min. 1-inch ISO 95, GL or � Twin Pack; inch Tapered ISO 95+ GL or RESISTA followed by Min. 0.25- Twin Pack; UltraPly TPO XR / I.S.O -60.0 structural concrete RESISTA I.S.O. Stick inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof I.S.O. Stick Spray R, XR Stick, 6-inch o.c. Board I.S.O. Spray R; Optional additional layers of base insulation or min. 0,5- I.S.O. Spray R; UltraPly TPO XR / I.5.0 C-67 Min. 2,500 psi None Min. 1-inch ISO 95+ GL or I inchS.O. Tapered ISO 95+ GL or RESISTA followed by Min. 0.25- I.S.O. Twin Pack; Spray R, XR Stick, 4-inch o.c. -172.5 structural concrete RESISTA inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof I.S.O. Stick I.S.O. Stick Board (full coverage) Min. 2,500 psi Min. 1-inch ISO 95+ GL or I.S.O. Spray R; Optional additional layers of base insulation or min. 0.5- I.S.O. Spray R; UltraPly TPO XR / I.5.0 C-68 structural concrete None RESISTA S.O. Twin Pack; inch Tapered ISO 95+ GL or RESISTA followed by min. 7/16- I.S.O. Twin Pack; Spray R, XR Stick, 12-inch -45.0 I.S.O. Stick inch APA or TECO rated OSB I.S.O. Stick O.C. Min. 1-inch OC FOAMULAR Thermapink C-69 Min. 2,500 psi None 25; Insulfoarn 1 EPS or I.S.O. Spray R Min.0.25-inch Dens Deck Prime or SECUROCK Gypsum- I.S.O. Spray R UltraPly TPO XR / I.S.O. -112.5 structural concrete min. 2-inch Dow Fiber Roof Board Spray R, XR Stick, 4-inch o.c. STYROFOAM DECKMATE Plus FA C-70 Min. 2,500 psi None (Optional) Min. 1-inch I.S.O. Spray R Min. 0.5-inch Dens Deck Prime I.S.O. Spray R UltraPly TPO XR / I.S.O. 360.0 structural concrete ISO 95+ GL Spray R, 4-inch o.c. U LTRAPLY TPO SA SYSTEMS: C-71 Min, 2,500 psi ASTM Min. 1.5-inch ISO 95+ GL Hot Asphalt (Optional) Tapered ISO 95+ GL Hot asphalt UltraPly TPO SA, self- -180�O structural concrete D41 or RESISTA adhered C-72 Min. 2,500 psi ASTM Min. 1.5-inch ISO 95+ GL with optional Tapered Hot Asphalt Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- Hot Asphalt UltraPly TPO SA, self- -195.0 structural concrete D41 ISO 95+ GL Fiber Roof Board adhered C-73 Min. 2,500 psi None Min. 1.5-inch ISO 95+ GL I.S.O. Spray R; (Optional) Additional layers of base insulation I.S.O. Spray R; UltraPly TPO SA, self- -165.0 structural concrete or RESISTA I.S.C. Twin Pack S.O. Twin Pack adhered Min. 2,500 psi Min. 1.5-inch ISO 95+ GL I.S.O. Spray R; I.S.O. Spray R; UltraPly TPO SA, self- C-74 structural concrete None or RESISTA I.S.O. Twin Pack, (Optional) Additional layers of base insulation I.S.O. Twin Pack, adhered -240.0 8-inch o.c. 8-inch o.c. Min. 2,500 psi I.S.O. Spray R; I.S.O. Spray R; UltraPly TPO SA, self - structural structural concrete None Min. 1.5-inch ISO 95+ GL I.S.O. Twin Pack, (Optional) Additional layers of base insulation I.S.O. Twin Pack, adhered -285.0 4-inch o.c. 4-inch o.c. Min. 2,500 psi I.S.O. Spray R; I.S.O. Spray R; UltraPly TPO SA, self - C-76 None Min. 1.5-inch RESISTA I.S.O. Twin Pack Pack, (Optional) Additional layers of base insulation I.S.O. Twin Pack, -360.0 structural concrete 6-inch o.c. 6-inch o.c. adhered NEMO ETC, LLC Certificate of Authorization #32455 (K)2019, NEMO ETC, LLC 7 1H EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-RI5 for FL10264-R15 Revision 15: 09/23/2020 Appendix 1, Page 39 of 63 ot4N EMO I etc. Base Insulation Layer Top Insulation Layer System Deck Primer Roof Cover (Note 15) IVIDP (Psf) Attach Attach No. (Note 1) Type Type (Notes 6,7,8) (Notes 6,7 , 8) C-77 Min. 2,500 psi None Min. 1.5-inch ISO 95+ GL Spray R; I.S.O.�-S.O. Min. 0.25-inch Dens Deck Prime I.S.O. Spray R; UltraPly TPO SA, self- 127.5 - structural concrete Twin Pack I.S.O. Twin Pack adhered C-78 Min. 2,500 psi None Min. 1.5-inch ISO 95+ GL I.S.C. Spray R; Min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board I.S.O. Spray R; UltraPly TPO SA, self- -157.5 structural concrete 1.5.0. Twin Pack I.S.O. Twin Pack adhered Min. 2,500 psi I.S.O. Spray R; Min. 0,25-inch Dens Deck Prime or SECUROCK Gypsum- I.S.C. Spray R; UltraPly TPO SA, self- C-79 structural concrete None Min. 1.5-inch ISO 95+ GL I.S.O. Twin Pack, Fiber Roof Board I.S.O. Twin Pack, adhered -187.5 8-inch o.c. 8-inch o.c. Min. 2,500 psi None Two layers min. 1.5-inch S.O. Spray R; �-.S.O. Twin Pack, Min. 0,25-inch Dens Deck Prime or SECUROCK Gypsum- I.S.C. Spray R; 1.5.0, Twin Pack, UltraPly TPO SA, self- -195.0 C-80 structural concrete I ISO 95+ GL 8-inch o.c. Fiber Roof Board 8-inch o.c. adhered Min. 2,500 psi I.S.O. Spray R; min. 0,25-inch Dens Deck Prime or SECUROCK Gypsum- I.S.O. Spray R; I UltraPly TPO SA, self- C-81 structural concrete None Min. 1.5-inch ISO 95+ GL I.S.O. Twin Pack, Fiber Roof Board I.S.C. Twin Pack adhered -247.5 4-inch o.c. 4-inch o.c. C-82 Min, 2,500 psi None One or more layers, min. I.S.O. Spray R; Min. O.S-inch ISOGARD HD I.S.O. Spray R; UltraPly TPO SA, self- -247.5 structural concrete 1.5-inch ISO 95+ GL I.S.O. Twin Pack I.S.O. Twin Pack adhered C-83 Min. 2,500 psi None Min. 0.5-inch ISOGARD I.S.O. Spray R; None N/A UltraPly TPO SA, self- -300.0 structural concrete HD I.S.O. Twin Pack adhered Min. 2,500 psi UltraPly TPO SA, self- C-84 structural concrete None min. i.�)-incr) i�)u uL I-K-ZU Iulaitonal) Aaamonal layers case insulation CR-20 adhered Min. 2,500 psi Min. 0,25-inch Dens Deck Prime or SECUROCK Gypsum- CR-20 UltraPly TPO SA, self- -240.0 C-85 structural concrete None Min. 150 95+ GL . 1. CR-20 Fiber Roof Board adhered C-86 Min. 2,500 psi None Min. 1.5-inch ISO 95+ GL I.S.O. Stick (Optional) Additional layers of base insulation I.S.O. Stick UltraPly TPO SA, self- -150.0 structural concrete or RESISTA adhered C-87 Min. 2,500 psi None Min. 1.5-inch RESISTA I.S.O. Stick, 6-inch (Optional) Additional layers of base insulation I.S.O. Stick, 6- UltraPly TPO SA, self- -360.0 structural concrete O.C. inch o.c. adhered C-88 Min. 2,500 psi None 1. Min. ISO 95+ GL I.S.O. Stick Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- I.S.C. Stick UltraPly TPO SA, self- -150.0 structural concrete . Fiber Roof Board adhered C-89 Min. 2,500 psi None One or more layers, min. I.S.O. Stick Min. 0.5-inch ISOGARD HD I.S.O. Stick UltraPly TPO SA, self- -300.0 structural concrete 1.5-inch ISO 95+ GL adhered C-90 Min. 2,500 psi None Min. 1.5-inch RESISTA I.S.O. Stick, 6-inch Min. 0.5-inch ISOGARD HD I.S.O. Stick, 6- UltraPly TPO SA, self- -360.0 structural concrete O.C. inch o.c. adhered C-91 Min. 2,500 psi None Min. 0.5-inch ISOGARD I.S.O. Stick None N/A UltraPly TPO SA, self- -405.0 structural concrete HD I adhered C-92 Min, 2,500 psi None Min. 1.5-inch RESISTA I.S.O. FIX 11, 6-inch (Optional) Additional layers of base insulation I.S.O. FIX 11, 6- UltraPly TPO SA, self- -360.0 structural concrete O.C. I inch o.c. adhered NEMO ETC, LLC Certificate of Authorization #32455 C2019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report 1`8970.02.08-1115 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 40 of 63 ONEMOjetc. System Deck Roof Cover (Note 15) IVIDP No. (Note 1) Primer (Psf) Base Ply Application Top Ply Application C-96 Min. 2,500 psi structural concrete None None N/A UltraPly TPO XR XR Stick, 12-inch o.c, -97.5 C-97 Min. 2,500 psi structural concrete None None N/A UltraPly TPO XR XR Stick, 6-inch o.c. -150.0 C-98 Min. 2,500 psi structural concrete ASTM D41 None N/A UltraPly TPO XR XR-BA -180.0 C-99 Min. 2,500 psi structural concrete None None N/A UltraPly TPO XR XR-BA -360.0 C-100 Min. 2,S00 psi structural concrete ASTM D41 None N/A UltraPly TPO XR Hot asphalt -382.5 C-101 Min. 2,500 psi structural concrete None None N/A UltraPly TPO XR I.S.O. Spray R, 4-inch o.c. -472.5_ C-102 Min. 2,500 psi structural concrete None None N/A UltraPly TPO XR Hot asphalt -487.5 C-103 Min. 2,500 psi structural concrete ASTM D41 None N/A UltraPly TPO XR Hot asphalt -495.0 C-104 Min. 2,500 psi structural concrete ASTM D41 One or two plies Firestone Type IV (4) M or Type VI (6) M or one Hot asphalt UltraPly TPO XR I.S.O. Spray R, 4-inch o.c. -240:0 ply of MB Base, SBS Base, SBS PolyBase or SBS Premium Base C-105 Min. 2,500 psi structural concrete ASTM D41 One or two plies Firestone Type IV (4) M or Type V1 (6) M or one Hot asphalt UltraPly TPO XR XR Stick, 4-inch o.c. -315.0 ply of MB Base, SBS Base, SBS PolyBase or SBS Premium Base C-106 Min. 2,500 psi structural concrete ASTM D41 One or two plies Firestone Type IV (4) M or Type VI (6) M or one Hot asphalt UltraPly TPO XR I.S.O. Spray R, 4-inch o.c. -360.0 ply of MB Base, SBS Base, SBS PolyBase or SBS Premium Base i I NEMO ETC, LLC Certificate of Authorization #32455 q:)2019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-RI5 for FL10264-R15 Revision 15: 09/23/2020 Appendix 1, Page 41 of 63 mm Base Insulation Layer Coverboard Sys#em Deck MOP MOP (p) Light -eight Concrete (Note 14) Attach Attach Roof Cover {Note 15) sf (psf) Type (Notes 6,7,8) Type (Notes 6,7,8) ULTRAPLYTPO SYSTEMS: Min, 350 psi, min. 2-inch thick Celcore MF Cellular Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO I.S.O. Twin (Optional) Additional layer of base insulation I.S.O. Twin UltraPly TPO / UP -BA, LWC-1 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL Pack or min. 0.5-inch Tapered ISO 95+ GL Pack LVOC-BA-1168, LVOC-BA -217.5 board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch I.S.O. Twin (Optional) Additional layer of base insulation I.S.O. Twin UltraPly TPO / UP -BA, LWC-2 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Pack or min. 0.5-inch Tapered RESISTA Pack LVOC-BA-1168, LVOC-BA -217.5 board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular (Optional) Min. Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered I.S.C. Twin I.S.O. Twin UltraPly TPO / UP -BA, LWC-3 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or Pack Min. 2-inch ISOGARD HD Composite Pack LVOC-BA-1168, LVOC-BA -2173 board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch 150 I.S.O. Twin or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin UltraPly TPO / UP -BA, LWC-4 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or Pack RESISTA followed by min. 0.5-inch ISOGARD Pack LVOC-BA-1168, LVOC-BA -217.5 board and surfacing of Celcore PVA Curing Compound. RESISTA HD Min. 350 psi, min, 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO LS,O. Twin or min. 0.5-inch Tapered ISO 95+ GL or I.S.C. Twin UltraPly TPO / UP -BA, concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey or 95+ GL or Pack followed by Min. 0,25-inch Dens Pack LVOC-B A-1168, LVOC-BA board and surfacing of Celcore PVA Curing Compound. RESISTA Deck Prime or SECUROCK Gypsum -Fiber Roof Board Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation LWC-6 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch 150 I.S.O. Twin or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin UltraPly TPO / UP -BA, concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or Pack RESISTA followed by min. 7/16-inch ARA or Pack LVOC-BA-1168, LVOC-BA -217.5 board and surfacing of Celcore PVA Curing Compound. RESISTA TECO rated OSB Min. 350 psi, min. 2-inch thick Celcore MF Cellular LWC-7 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO I.S.C. Twin (Optional) Additional layer of base insulation I.S.O. Twin concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL Pack or min. 0.5-inch Tapered ISO 95+ GL Pack UltraPly TPO / WBBA-P -45,0 board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular LWC-8 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch I.S.O. Twin (Optional) Additional layer of base insulation LS,O, Twin concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Pack or min. 0.5-inch Tapered RESISTA Pack UltraPly TPO / WBBA-P -217.5 board and surfacing of Celcore PVA Curing Compound. I NEMO ETC, LLC Certificate of Authorization #32455 @2019, MEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-RI5 for FL10264-RIS Revision 15: 09/23/2020 Appendix 1, Page 42 of 63 ONEMOletc. Base Insulation Layer Coverboard System No. Deck (Note 1) Lightweight Concrete (Note 14) Roof Cover (Note 15) MDP (Psf) Attach Attach Type (Notes 6,7,8) Type (Notes 6,7,8) Min. 350 psi, min. 2-inch thick Celcore MF Cellular (Optional) Min. LWC-9 Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered I.S.O. Twin Min. 2-inch ISOGARD HD Composite I.S.O. Twin UltraPly TPO / WBBA-P -135.0 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or Pack Pack board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation LWC-10 Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO 95+ GIL or I.S.O. Twin or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin UltraPly TPO / WBBA-P -135,0 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey Pack RESISTA followed by min. 0.5-inch ISOGARD Pack board and surfacing of Celcore PVA Curing Compound, RESISTA HD Optional additional layers of base insulation Min. 350 psi, min. 2-inch thick Celcore MF Cellular Min, 1.5-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or LWC-11 Structural Concrete with Celcore HS Rheology Modifying 95+ GL or I.S.O. Twin RESISTA followed by Min. 0.25-inch Dens I.S.O. Twin UltraPly TPO WBBA-P -135.0 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey Pack Pack board and surfacing of Celcore PVA Curing Compound. RESISTA Deck Prime or SECUROCK Gypsum -Fiber I Roof Board Min. 350 psi, min, 2-inch thick Celcore MF Cellular Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO (Optional) Additional layer of base insulation UltraPly TPO UP -BA, LWC-12 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL I.S.O. I.S.O. Stick min. 0.5-inch Tapered ISO 95+ GL I.S.O. Stick LVOC-BA-1168, LVOC-BA -187.5 board and surfacing of Celcore PVA Curing Compound Min. 350 psi, min. 2-inch thick Celcore MF Cellular Structural Concrete with Celcore HIS Rheology Modifying Min. 1-inch (Optional) Additional layer of base insulation UltraPly TPO / UP -BA, LWC-13 I.S.O. Stick I.S.O. Stick S, -187.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA or min. 0.5-inch Tapered RESISTA F" LVOC-BA-1168, LVOC-BA board and surfacing of Celcore PVA Curing Compound. LWC-14 Structural Min. 200 psi, min. 2-inch thick Celcore, Elastizell, Min. 1.5-inch 150 I.S.C. Stick (Optional) Additional layers of base 1. S.O. Stick UltraPly TPO UP -BA -225.0 concrete MearIcrete or Insulcel cellular LWIC. 95+ GL insulation Min. 350 psi, min. 2-inch thick Celcore MF Cellular (Optional) Min. Structural Concrete with Celcore HIS Rheology Modifying 0.5-inch Tapered UltraPly TPO UP -BA, LWC-15 I.S.O. Stick Min. 2-inch ISOGARD HD Composite I.S.O. Stick -187.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or LVOC-BA-1168, LVOC-BA board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA Min. 350 psi, min. 2-inch thick Celcore IVIF Cellular Min, 1.5-inch ISO Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying or min. 0.5-inch Tapered ISO 95+ GL or UltraPly TPO / UP -BA, LWC-16 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or I.S.O. Stick RESISTA followed by min, 0.5-inch ISOGARD j.S.O. Stick LVOC-BA-1168, LVOC-BA -187.5 board and surfacing of Celcore PVA Curing Compound. RESISTA HD Optional additional layers of base insulation Min. 350 psi, min. 2-inch thick Celcore MF Cellular Min. 1.5-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or Structural Concrete with Celcore HS Rheology Modifying UltraPly TPO / UP -BA, LWC-17 concrete Admixture, with optional 1-inch thick, 1.0 pcf FPS holey 95+ GL or I.S.O. Stick RESISTA followed by Min. 0.25-inch Dens I.S.O. Stick LVOC-BA-1168, LVOC-BA -187.5 board and surfacing of Celcore PVA Curing Compound. RESISTA Deck Prime or SECUROCK Gypsum -Fiber Roof Board NEW ETC, LLC Certificate of Authorization #32455 (K)2019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-RI5 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 43 of 63 ONEMOjetc. MEN= Base Insulation Layer Coverboard System Deck Lightweight Concrete (Note 14) Roof Cover (Note 15) NIDIP Attach Attach No. (Note 1) Type Type (psf) (Notes 6,7,8) (Notes 6,7,8) LWC-18 Structural Min. 200 psi, min. 2-inch thick Celcore, Elastizell, Min, 1.5-inch ISO I.S,O. Stick Min. 0.25-inch Dens Deck Prime or I.S.O. Stick UltraPly TPO UP -BA -225.0 concrete MearIcrete or Insulcel cellular LWIC. 95+ GL SECUROCK Gypsum -Fiber Roof Board Min, 350 psi, min. 2-inch thick Celcore ME Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or UltraPly TED UP -BA LWC-19 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or I.S.0, Stick RESISTA followed by min. 7/16-inch APA or I.S.O. Stick LVOC-BA-1168, LVOC_BA -187.5 board and surfacing of Celcore PVA Curing Compound, RESISTA TECO rated OSB Min. 350 psi, min. 2-inch thick Celcore ME Cellular Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO (Optional) Additional layer of base insulation LWC-20 !.S,O. Stick I.S.O. Stick UltraPly TPO / WBBA-P 4S.0 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or min. 0.5-inch Tapered ISO 95+ GL board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore ME Cellular Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch (Optional) Additional layer of base insulation LWC-21 I.S.O. Stick I.S.O. Stick UltraPly TPO / WBBA-P -187.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA or min. 0.5-inch Tapered RESISTA board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min, 2-inch thick Celcore ME Cellular (Optional) Min. Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered LWC-22 I.S.O. Stick Min. 2-inch ISOGARD HD Composite I.S.O. Stick UltraPly TPO / WBBA-P -135.0 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA Min. 350 psi, min. 2-inch thick Celcore ME Cellular Optional additional layers of base insulation Structural Concrpte with Celcore HS Rheology Modifying Mg Min. 1.5-inch ISO or min. 0 5-irich Tape, H IS .. ....... ... . -,-. ed _0 95+ GL or LWC-23 95+ GL or I.S.0, Stick I.S.O. Stick UltraPly TPO / WBBA-P -131,0 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA followed by min. 0.5-inch ISOGARD board and surfacing of Celcore PVA Curing Compound. RESISTA HD Min. 350 psi, min. 2-inch thick Celcore ME Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or LWC-24 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GLor I.S.O. Stick RESISTA followed by Min. 0.25-inch Dens I.S.O. Stick UltraPly TPO / WBBA-P -135.0 board and surfacing of Celcore PVA Curing Compound. RESISTA Deck Prime or SECUROCK Gypsum -Fiber Roof Board Structural Min. 1.5-inch ISO LWC-25 Min. 200 psi, min. 2-inch thick Elastizell cellular LWIC. CR-20 (Optional) Additional layers base insulation CR-20 UltraPly TPO / UP -BA -180.0 concrete 95+ GL Structural Min. 1.5-inch ISO LWC-26 Min. 200 psi, min. 2-inch thick Celcore cellular LWIC. CR-20 (Optional) Additional layers base insulation CR-20 UltraPly TPO / UP -BA -222.5 concrete 95+ GL Structural Min. 1.5-inch ISO LWC-27 Min. 200 psi, min. 2-inch thick Mearcrete cellular LWIC. CR-20 (Optional} Additional layers base insulation CR-20 UltraPly TED (UP -BA -240.0 concrete 95+ GL structural Min. 1.5-inch ISO Min. 0.25-inch Dens Deck or SECUROCK LWC-28 Min. 200 psi, min. 2-inch thick Elastizell cellular LWIC. CR-20 CR-20 UltraPly TED / UP -BA -180.0 concrete 95+ GL Gypsum -Fiber Roof Board Structural Min. 200 psi, min. 2-inch thick Celcore or Mearicrete Min. 1.5-inch ISO Min. 0,25-inch Dens Deck or SECUROCK LWC-29 CR-20 CR-20 UltraPly TPO / UP -BA -195.0 concrete cellular LWIC. 1 95+ GL Gypsum -Fiber Roof Board NEMO ETC, LLC Certificate. of Authorization #32455 9)2019, NEMO ETC, LLC 7 T" EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02,08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 44 of 63 ONEMOjetc. MEMNON= Base Insulation Layer Coverboard System Deck Lightweight Concrete (Note 14) Roof Cover (Note 15) MDP Attach Attach No. (Note 1) Type Type (Psf) (Notes 6,7,8) (Notes 6,7,8) LWC-30 Structural Min. 200 psi, min. 2-inch thick ElastizeJl cellular LWIC. Min. 1.5-inch ISO CR-20 Min. 0.25-inch Dens Deck Prime or CR-20 UltraPly TPO / UP -BA -180.0 concrete 95+ GL SECUROCK Gypsum -Fiber Roof Board Structural Min, 1.5-inch ISO Min. 0,25-inch Dens Deck Prime or LWC-31 Min. 200 psi, min. 2-inch thick Celcore cellular LWIC. CR-20 CR-20 UltraPly TPO / UP -BA -222.5 concrete 95+ GL SECUROCK Gypsum -Fiber Roof Board LWC-32 Structural Min. 200 psi, min. 2-inch thick MearIcrete cellular LWIC. Min. 1.5-inch ISO CR-20 Min. 0.25-inch Dens Deck Prime or CR-20 UltraPly TPO / UP -BA -240.0 concrete 95+ GL SECUROCK Gypsum -Fiber Roof Board ULTRAIRLY TPO XR SYSTEMS: Min. 350 psi, min. 2-inch thick Celcore MF Cellular LWC-33 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO Twin I.S.C.7Pack (Optional) Additional layer of base insulation I.S.O. Twin UltraPly TPO XR / XR-BA -112.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or min. 0.5-inch Tapered ISO 95+ GL Pack board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular LWC-34 Structural Concrete with Celcore HS Rheology Modifying Min, 1-inch T_" I.S.O. Twin (Optional) Additional layer of base insulation I.S.O. Twin UltraPly TPO XR / XR-BA -142.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Pack or min. 0.5-inch Tapered RESISTA Pack board and surfacing of Celcore PVA Curing Compound, Min. 350 psi, min. 2-inch thick Celcore MF Cellular (Optional) Min. LWC-35 Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered I.S.C. Twin Min. 2-inch ISOGARD HD Composite I.S.O. Twin UltraPly TPO XR / XR-BA -217.S concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or Pack Pack board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation LWC-36 Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO 95+ GL or I.S.O. Twin or min, 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin UltraPly TPO XR / XR-BA -217.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey Pack RESISTA followed by min. 0.5-inch ISOGARD Pack board and surfacing of Celcore PVA Curing Compound. RESISTA HD Optional additional layers of base insulation Min. 350 psi, min. 2-inch thick Celcore MF Cellular Min. 1.5-inch ISO or min, 0.5-inch Tapered ISO 95+ GL or LWC-37 Structural Concrete with Celcore HS Rheology Modifying 95+ GL or I.S.O. Twin RESISTA followed by Min. 0.25-inch Dens I.S.O. Twin UltraPly TPO XR J XR-BA -217.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey Pack Pack RESISTA Deck Prime or SECUROCK Gypsum -Fiber board and surfacing of Celcore PVA Curing Compound. Roof Board Min. 350 psi, min. 2-inch thick Celcore MF Cellular UltraPly TPO XR J I.S.O Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO I.S.O. Twin (Optional) Additional layer of base insulation I.S.O. Twin LWC-38 Spray R, XR Stick, 6-inch -142.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL Pack or min. 0.5-inch Tapered ISO 95+ GL Pack board and surfacing of Celcore PVA Curing Compound. OX, Min, 350 psi, min. 2-inch thick Celcore MF Cellular UltraPly TPO XR / I.S.0 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch I.S.O. Twin (Optional) Additional layer of base insulation I.S.O. Twin LWC-39 Spray R, XR Stick, 6-inch -142�5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Pack or min. 0.5-inch Tapered RESISTA Pack board and surfacing of Celcore PVA Curing Compound. 0. C. I I NEMO ETC, LLC Certificate of Authorization #32455 @2019, MEMO ETC, LLC 7 T' EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-RI5 for FL10264-1115 Revision 15: 09/23/2020 Appendix 1, Page 45 of 63 . Ito , - a Base Insulation Layer Coverboard System No. Deck (Note 1) Lightweight Concrete (Note 14) Roof Cover (Note 15) MOP (Psf) Attach Attach Type (Notes 6,7,8) Type (Notes 6,7,8) Min. 350 psi, min. 2-inch thick Celcore MF Cellular (Optional) Min. UltraPly TPO XR / I.S.O Structural Concrete with Celcore HIS Rheology Modifying 0.5-inch Tapered I.S.O. Twin I.S.O. Twin LWC-40 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or Pack Min. 2-inch ISOGARD HD Composite Pack Spray R, XR Stick, 12-inch -45.0 board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA O.C. Min. 350 psi, min. 2-inch thick Celcore ME Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO I.S.O. Twin or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin UltraPly TPO XR / I.5.0 LWC-41 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or Pack RESISTA followed by min. 0.5-inch ISOGARD Pack Spray R, XR Stick, 12-inch -45,0 board and surfacing of Celcore PVA Curing Compound. RESISTA HD O.C. Min, 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO I.S.O. Twin or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin UltraPly TPO XR / I.S.O LWC-42 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or Pack RESISTA followed by Min, 0.25-inch Dens Pack Spray R, XR Stick, 12-inch -45.0 board and surfacing of Celcore PVA Curing Compound. RESISTA Deck Prime or SECUROCK Gypsum -Fiber O.C. Roof Board Min. 350 psi, min. 2-inch thick Celcore ME Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO I.S.O. Twin or min. O.S-inch Tapered ISO 95+ GL or I.S.O. Twin UltraPly TPO XR / I.5.0 LWC-43 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or Pack RESISTA followed by min. 7/16-inch APA or Pack Spray R, XR Stick, 12-inch -45.0 board and surfacing of Celcore PVA Curing Compound. RESISTA TECO rated OSB O.C. Min. 350 psi, min. 2-inch thick Celcore ME Cellular (Optional) Min. Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered I.S.O. Twin I.S.O. Twin UltraPly TPO XR / LS,O LWC-44 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or Pack Min, 2-inch ISOGARD HID Composite Pack Spray R, XR Stick, 6-inch-82.5 board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA O.C. Min, 350 psi, min. 2-inch thick Celcore ME Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1,5-inch ]SO I.S.O. Twin or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin UltraPly TPO XR / LS.0 LWC-45 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or Pack RESISTA followed by min, 0,5-inch ISOGARD Pack Spray R, XR Stick, 6-inch -82.5 board and surfacing of Celcore PVA Curing Compound. RESISTA HD O.C. Min. 350 psi, min. 2-inch thick Celcore ME Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO I.S.O. Twin or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin UltraPly TPO XR / I.S.O LWC-46 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or Pack RESISTA followed by Min. 0.25-inch Dens Pack Spray R, XR Stick, 6-inch -60.0 board and surfacing of Celcore PVA Curing Compound. RESISTA Deck Prime or SECUROCK Gypsum -Fiber 0.c. Roof Board Min. 350 psi, min. 2-inch thick Celcore IVIF Cellular Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO I.S.O. Twin (Optional) Additional layer of base insulation I.S.O. Twin UltraPly TPO XR / LS.O LWC-47 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL Pack or min. 0.5-inch Tapered ISO 95+ GL Pack Spray R, XR Stick, 4-inch -172.5 board and surfacing of Celcore PVA Curing Compound. o.c. (full coverage) Min. 350 psi, min. 2-inch thick Celcore ME Cellular Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch I.S.O. Twin (Optional) Additional layer of base insulation I.S.O. Twin UltraPly TPO XR / I.S.O LWC-48 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Pack or min. 0.5-inch Tapered RESISTA Pack Spray R, XR Stick, 4-inch -172�5 board and surfacing of Celcore PVA Curing Compound. o.c. (full coverage) MEMO ETC, LLC Certificate of Authorization #32455 (02019, MEMO ETC, LLC 7'm EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 46 of 63 V, X Base Insulation Layer Coverboard System Deck 1) Lightweight Concrete (Note 14) Roof Cover (Note 1S) MOP (psf) Attach Attach No. (Note Type Type (Notes 6,7,8) (Notes 6,7 , 8) Min. 350 psi, min. 2-inch thick Celcore MF Cellular (Optional) Min. UltraPly TPO XR / I.S.O LWC-49 Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered I.S.O. Twin Min. 2-inch ISOGARD HD Composite I.S.O. Twin Spray R, XR Stick, 4-inch-172.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or Pack Pack o.c. (full coverage) board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA Min. 350 psi, min. 2-inch thick Celcore ME Cellular Min. 1.5-inch ISO Optional additional layers of base insulation UltraPly TPO XR / LS.O LWC-50 Structural Concrete with Celcore HS Rheology Modifying 9S+ GL or I.S.O. Twin or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin Spray R, XR Stick, 4-inch -172.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Pack RESISTA followed by min. 0.5-inch ISOGARD Pack o.c. (full coverage) board and surfacing of Celcore PVA Curing Compound. HD Optional additional layers of base insulation Min. 350 psi, min. 2-inch thick Celcore ME Cellular Min. 1.5-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or UltraPly TPO XR / LS.0 LWC-51 Structural Concrete with Celcore HS Rheology Modifying 95+ GL or I.S.C. Twin RESISTA followed by Min. 0.25-inch Dens I.S.O. Twin Spray R, XR Stick, 4-inch -172.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Pack Deck Prime or SECUROCK Gypsum -Fiber Pack o.c. (full coverage) board and surfacing of Celcore PVA Curing Compound. Roof Board Min. 350 psi, min. 2-inch thick Celcore ME Cellular LWC-52 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO I.S.O. Stick (Optional) Additional layer of base insulation I.S.O. Stick UltraPly TPO XR / XR-BA -112,5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or min. 0.5-inch Tapered ISO 95+ GL board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore ME Cellular LWC-53 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch I.S.C. Stick (Optional) Additional layer of base insulation I.S.O. Stick UltraPly TPO XR / XR-BA -142.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA or min. 0.5-inch Tapered RESISTA board and surfacing of Celcore PVA Curing Compound, Min. 350 psi, min. 2-inch thick Celcore ME Cellular (Optional) Min. LWC-54 Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered I.S.0, Stick Min. 2-inch ISOGARD HD Composite I.S.0, Stick UltraPly TPO XR / XR-BA -187.S concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA Min. 350 psi, min. 2-inch thick Celcore ME Cellular Optional additional layers of base insulation LWC-55 Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO 95+ GL or I.S.O. Stick or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Stick UltraPly TPO XR / XR-BA -187.5 concrete Admixture, with optional 1-inch thick, 1,0 pcf EPS holey RESISTA followed by min. 0.5-inch ISOGARD board and surfacing of Celcore PVA Curing Compound. RESISTA HD Optional additional layers of base insulation Min. 350 psi, min. 2-inch thick Celcore ME Cellular Min. 1.5-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or LWC-56 Structural Concrete with Celcore HS Rheology Modifying 95+ GL or I.S.O. Stick RESISTA followed by Min. 0,25-inch Dens I.S.O. Stick UltraPly TPO XR XR-BA -187.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Deck Prime or SECUROCK Gypsum -Fiber board and surfacing of Celcore PVA Curing Compound. Roof Board Min. 350 psi, min. 2-inch thick Celcore MF Cellular UltraPly TPO XR I.S.0 LWC-57 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO I.S,O. Stick (Optional) Additional layer of base insulation I.S.O. Stick Spray R, XR Stick, 6-inch-142.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or min, 0.5-inch Tapered ISO 95+ GIL board and surfacing of Celcore PVA Curing Compound. O.C. MEMO ETC, LLC Certificate of Authorization #32455 @2019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RIS Revision 15: 09/23/2020 Appendix 1, Page 47 of 63 Base Insulati n Layer Coverboard System No. Deck (Note 1) Lightweight Concrete (Note 14) Roof Cover (Note 15) MDP (Psf) Attach Attach Type (Notes 6,7,8) Type (Notes 6,7,8) Min. 350 psi, min. 2-inch thick Celcore MF Cellular UltraPly TPO XR / I.S.O LWC-S8 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch I.S.O.Stick (Optional) Additional layer of base insulation I.S.O. Stick Spray R, XR Stick, 6-inch -1415 concrete Admixture, with optional 1-inch thick, 1,0 pcf EPS holey RESISTA or min. 0.5-inch Tapered RESISTA board and surfacing of Celcore PVA Curing Compound. 0. C. Min. 350 psi, min. 2-inch thick Celcore MF Cellular (Optional) Min. UltraPly TPO XR / I.S.O Structural Concrete with Celcore HS Rheology Modifying 0,1-inch Tapered LWC-S9 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or i,S,O. Stick Min. 2-inch ISOGARD HD Composite I.S.O. Stick Spray R, XR Stick, 12-inch -45,0 board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA 0. C. Min. 350 psi, min. 2-inch thick Celcore MF Cellular Min. 1.5-inch ISO Optional additional layers of base insulation UltraPly TPO XR / I.S.O Structural Concrete with Celcore HS Rheology Modifying or min. 0.5-inch Tapered 150 95+ GL or LWC-60 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or I.S.O. Stick RESISTA followed by min. 0.5-inch ISOGARD I.S.O. stick Spray R, XR Stick, 12-inch -45,0 board and surfacing of Celcore PVA Curing Compound. RESISTA HD 0�c� Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or UltraPly TPO XR / LS,O LWC-61 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or I.S.O. Stick RESISTA followed by Min. 0,25-inch Dens I.S.O. Stick Spray R, XR Stick, 12-inch -45.0 board and surfacing of Celcore PVA Curing Compound, RESISTA Deck Prime or SECUROCK Gypsum -Fiber O.C. Roof Board Min. 350 psi, min. 2-inch thick Celcore MF Cellular Min. 1-inch 150 Optional additional layers of base insulation UltraPly TPO XR / I.S.0 Structural Concrete with Celcore HIS Rheology Modifying or min. 0.5-inch Tapered ISO 95+ GL or LWC-62 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GIL or LS,O� Stick RESISTA followed by min. 7/16-inch APA or I.S.C. Stick Spray R, XR Stick, 12-inch -45.0 board and surfacing of Celcore PVA Curing Compound. RESISTA TECO rated CSB Min, 350 psi, min. 2-inch thick Celcore MF Cellular (Optional) Min. UltraPly TPO XR / I.S.O Structural Concrete with Celcore HIS Rheology Modifying 0.5-inch Tapered LWC-63 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or I.S.O. Stick Min. 2-inch ISOGARD HID Composite I.S.O. Stick Spray R, XR Stick, 6-inch -82.5 board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA Min. 350 psi, min. 2-inch thick Celcore ME Cellular Min. 1.5-inch ISO Optional additional layers of base insulation UltraPly TPO XR / I.S.O Structural Concrete with Celcore HIS Rheology Modifying or min. 0.5-inch Tapered ISO 95+ GL or LWC-64 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or I.S.O. Stick RESISTA followed by min. 0.5-inch ISOGARD I.S.O. Stick Spray R, XR Stick, 6-inch -82.5 board and surfacing of Celcore PVA Curing Compound. RESISTA HD O.C. Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or UltraPly TPO XR / I.S.O LWC-65 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or I.S.O. Stick RESISTA followed by Min. 0.25-inch Dens I.S.O. Stick Spray R, XR Stick, 6-inch -60.0 board and surfacing of Celcore PVA Curing Compound. RESISTA Deck Prime or SECUROCK Gypsum -Fiber O.C. Roof Board Min. 350 psi, min. 2-inch thick Celcore MF Cellular UltraPly TPO XR / I.S.O Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO (Optional) Additional layer of base insulation LWC-66 concrete Admixture, with optional 1-inch thick, 1,0 pcf EPS holey 95+ GL LS.O. Stick or min. O.S-inch Tapered ISO 95+ GL I.S.C. Stick Spray R, XR Stick, 4-inch -172.5 board and surfacing of Celcore PVA Curing Compound. o.c. (full coverage) NEW ETC, LLC Certificate of Authorization #32455 @2019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 48 of 63 2 Base Insulation Layer Coverboard System No. Deck (Note 1) Lightweight Concrete (Note 14) Roof Cover (Note 15) MDP (psf) � Attach Attach Type (Notes 6,7,8) Type (Notes 6,7,8) Min. 350 psi, min. 2-inch thick Celcore MF Cellular UltraPly TPO XR / LS.O LWC-67 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch I.S.O. Stick (Optional) Additional layer of base insulation I.S.O. Stick Spray R, XR Stick, 4-inch -172.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA or min. 0.5-inch Tapered RESISTA o.c. (full coverage) board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore ME Cellular (Optional) Min. UltraPly TPO XR / I.S.0 LWC-68 Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered I.S.O. Stick Min. 2-inch ISOGARD HD Composite I.S.O. Stick Spray R, XR Stick, 4-inch -172.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or o.c. (full coverage) board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA Min, 350 psi, min. 2-inch thick Celcore MF Cellular Min. 1.5-inch ISO Optional additional layers of base insulation UltraPly TPO XR / I.S.0 LWC-69 Structural Concrete with Celcore HS Rheology Modifying 95+ GL or I.S.O. Stick or min. 0.5-inch Tapered 150 95+ GL or LS.0, Stick Spray R, XR Stick, 4-inch -172.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA RESISTA followed by min. OS -inch ISOGARD o.c. (full coverage) board and surfacing of Celcore PVA Curing Compound. HD Optional additional layers of base insulation Min. 350 psi, min. 2-inch thick Celcore ME Cellular Min. 1.5-inch ISO or min. 0,5-inch Tapered ISO 95+ GL or UltraPly TPO XR / I.S.0 LWC-70 Structural Concrete with Celcore HS Rheology Modifying 95+ GLor I.S.C. Stick RESISTA followed by Min. 0.25-inch Dens I.S.O. Stick Spray R, XR Stick, 4-inch -172.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Deck Prime or SECUROCK Gypsum -Fiber o.c. (full coverage) board and surfacing of Celcore PVA Curing Compound. Roof Board WORAQ 9110'.'rymw Deck (Note 1) Lightweight Concrete (Note 14) Roof Cover (No e 15) ULTRAPLYTIP0 SYSTEMS: ga., type-B,-Gacie 33 veel nted steel deck Pre-existent Min. 200 psi, min. 2-inch thick Approved cellular LWIC with optional 1-inch thick, 1.0 pcf EPS holey m t t max. 5 'ft spans or min. 2,500 psi structural UltraPly TPO UP -BA NEt�,.nrete c board. Min. 22 ga., type B, Grade 33 vented steel deck Pre-existent Min. 200 psi, min. 2-inch thick Approved cellular LWIC with optional 1-inch thick, 1.0 pcf EPS holey at max. 5 ft spans or min. 2,500 psi structural board. When walkable, LWC is mechanically attached with Firestone Insulation Fastening Plates with Firestone I UltraPly TPO UP -BA concrete HD Fasteners at a density of 1 per 2.0 ft2. -uctural concrete Min. 350 psi, min. 2-inch thick Celcore ME Cellular Concrete with Celcore HS Rheology Modifying Admixture, with UltraPly TPO UP -BA optional 1-mch thick, 1.0 pcf EPS holey board and surfacing of Celcore PVA Curing Compound. F ULTRAPLYTPO XR SysTEms, B, Grade 33 vented steel deck I II s or min. 2,500 psi structural Min. 200 psi, min. 2-inch thick Celcore cellular LWIC with optional 1-inch thick, 1.0 pcf EPS holey board. UltraPly TED XR / XR-BA MEMO ETC, LLC Certificate of Authorization #32455 (K)2019, NEMO ETC, LLC 7'H EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RIS Revision 15: 09/23/2020 Appendix 1, Page 49 of 63 System Deck (Note 1) Lightweight Concrete (Note 14) Roof Cover (Note 15) MOP No. (Psf) Min. 22 ga., type 8, Grade 33 vented steel deck Min. 200 psi, min. 2-inch thick Celcore cellular LWIC with optional 1-inch thick, 1.0 pcf EPS holey board. When LWC-75 at max. 6 ft spans or min. 2,500 psi structural walkable, LWC is mechanically attached with Firestone Insulation Fastening Plates with Firestone HD Fasteners at UltraPly TPO XR / XR-BA -90.0 concrete a density of 1 per 2.0 ft2. Min. 22 ga., type B, Grade 33 vented steel deck Pre-existent Min. 250 psi, min. 2-inch thick Approved cellular LWIC with optional 1-inch thick, 1.0 pcf EPS holey LWC-76 at max. 6 ft spans or min. 2,500 psi structural board- When walkable, LWC is mechanically attached with Firestone Insulation Fastening Plates with Firestone UltraPly TPO XR / XR-BA -75.0 HD Fasteners at a density of 1 per 2.0 ft'. Note: To qualify the LWIC under this assembly, an Trafast FM-90 concrete Fastener shall achieve a MCRF of100 lbf when tested per TAS 105 orANS115PRI FX-1. LWC-77 Min. 2,500 psi structural concrete Pre-existent Min. 250 psi, min. 2-inch thick Approved cellular LWIC. Note: To qualify the LWIC under this UltraPly TPO XR / XR-BA -467.5 assembly, an Trufast FM-90 Fastener shall achieve a MCRF ol"95 Jbf when tested per TAS 105 orANSIISPRI FX-1, Min. 22 ga., type B, Grade 33 vented steel deck LWC-78 at max. 6 It spans welded 6-inch o.c. with 3/8- Min. 350 psi, min. 2-inch thick Celcore ME Cellular Concrete with Celcore HS Rheology Modifying Admixture, with UltraPly TPO XR / XR-BA -52.5 inch welding washers and two Traxx/1 screws at optional 1-inch thick, 1.0 pcf EPS holey board and surfacing of Celcore PVA Curing Compound. sidelap even btwn spans Min. 22 ga., type B, Grade 33 vented steel deck LWC-79 at max. 6 ft spans attached 6-inch o.c. with Min. 350 psi, min. 2-inch thick Celcore ME Cellular Concrete with Celcore HS Rheology Modifying Admixture, with UltraPly TPO XR / XR-BA -60L0 Traxx/5 screws and one Traxx/1 screw at sidelap optional 1-inch thick, 1.0 pcf EPS holey board and surfacing of Celcore PVA Curing Compound. midspan Min. 22 ga., type 8, Grade 33 vented steel deck LWC-80 at max. 5 it spans attached 6-inch o.c. with Min. 350 psi, min. 2-inch thick Celcore ME Cellular Concrete with Celcore HS Rheology Modifying Admixture, with UltraPly TPO XR / XR-BA -82.5 Traxx/5 screws and one Traxx/1 screw at sidelap optional 1-inch thick, 1.0 pcf EPS holey board and surfacing of Celcore PVA Curing Compound. midspan Min. 22 ga., type 8, Grade 33 vented steel deck LWC-81 at max. 4 ft spans attached 6-inch o.c. with Min. 350 psi, min, 2-inch thick Celcore ME Cellular Concrete with Celcore HS Rheology Modifying Admixture, with UltraPly TPO XR / XR BA -90.0 Traxx/5 screws and one Traxx/1 screw at sidelap optional 1-inch thick, 1.0 pcf EPS holey board and surfacing of Celcore PVA Curing Compound. midspan Min. 22 ga,, type B, Grade 33 vented steel deck Min, 350 psi, min. 2-inch thick Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture, with at max. 6 ft spans welded 6-inch o.c. with 3/8- optional 1-inch thick, 1,0 pcf EPS holey board and surfacing of Celcore PVA Curing Compound, When walkable, LWC-82 inch welding washers and two Traxx/1 screws at LWC is mechanically attached with Firestone Insulation Fastening Plates with Firestone HD Fasteners at a density UltraPly TPO XR / XR-BA -90.0 sidelap even btwn spans of 1 per 2.0 ft'. LWC-83 Min. 2,500 psi structural concrete Min. 350 psi, min. 2-inch thick Celcore MF Cellular Concrete with Celcore HIS Rheology Modifying Admixture, with UltraPly TPO XR / XR-BA -90,0 optional 1-inch thick, 1.0 pcf EPS holey board and surfacing of Celcore PVA Curing Compound. Min. 22 ga., type B, Grade 33 vented steel deck LWC-84 at max. 6 ft spans welded 6-inch o.c. with 3/8- Min. 250 psi, min. 2-inch thick Elastizell Range 11 Lightweight Insulating Concrete with optional 1-inch thick, 1.0 pcf UltraPly TPO XR / XR-BA -37,5 inch welding washers and two Traxx/l screws at EPS holey board. sidelap even btwn spans NEMO ETC, LLC Certificate of Authorization #32455 02019, NEMO ETC, LLC 7 T" EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-R15 Revision 15: 09/23/2020 Appendix 1, Page 50 of 63 MIN N= M Em HN System Deck (Note 1) Lightweight Concrete (Note 14) Roof Cover (Note 15) MDP No. (Psf) Min. 22 ga., type 8, Grade 33 vented steel deck Min. 250 psi, min. 2-inch thick Elastizell Range 11 Lightweight Insulating Concrete with optional 1-inch thick, 1.0 pcf LWC-85 at max. 6 ft spans welded 6-inch o.c. with 3/8- EPS holey board. When walkable, LWC is mechanically attached with Firestone Insulation Fastening Plates with UltraPly TPO XR / XR-BA -82.5 inch welding washers and two Traxx/1 screws at Firestone HD Fasteners at a density of 1 per 2.0 ft'. sidelap even btwn spans LWC-86 Min. 2,500 psi structural concrete Min. 250 psi, min. 2-inch thick Elastizell Range 11 Lightweight Insulating Concrete with 1-inch thick, 1,0 pcf EPS UltraPly TPO XR / XR-BA -90.0 holey board. LWC-87 Min, 2,500 psi structural concrete Min. 250 psi, min. 2-inch thick Elastizell Range 11 Lightweight Insulating Concrete. No EPS holey board. UltraPly TPO XR XR-BA -210.0 LWC-88 Min. 2,500 psi structural concrete Min. 350 psi, min. 2-inch thick Celcore ME Cellular Concrete with Celcore HS Rheology Modifying Admixture, with UltraPly TPO XR XR Stick; 4-inch o.c. (full 75.0 optional 1-inch thick, 1.0 pcf EPS holey board and surfacing of Celcore PVA Curing Compound. coverage) NEMO ETC, LLC Certificate of Authorization #32455 @2019, MEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RIS Revision 15: 09/23/2020 Appendix 1, Page 51 of 63 2 Top Insulation Layer Att ch ver (Note 15) (Notes ULTRAPLYTPOSYsTEms. Existing Tecturn Min. 1.5-inch ISO 95+ GL I.S.0, Stick (Optional) Min. 0.25-inch Dens Deck, Dens Deck Prime or I UltraPly TPO UP -BA SECUROCK Gypsum -Fiber Roof Board li (Optional) Min. 0.25-inch Dens Deck Prime or SECUROCK UltraPly TPO LVOC-BA- Existing Tecturn Min. I.S-inch ISO 9S+ GL I.S.O. Stick I Gypsum -Fiber Roof Board 1168 Existing Tectum or Min. 1.5-inch ISO 95+ GIL CR-20 (Optional) Min. 0.25-inch Dens Deck, Dens Deck Prime or UltraPly TPO UP -BA Fibroplank SECUROCK Gypsum -Fiber Roof Board Existing Tectum or (Optional) Min. 0.25-inch Dens Deck Prime or SECUROCK UltraPly TPO LVOC-BA- Fibr, Min. 1.5-inch ISO 95+ GIL I I CR-20 E Gypsum -Fiber Roof Board CR-20 1168 I.S,O. Spray R; I.S.0, I.S.O. Spray R; I.S.C. UltraPly TPOLVOC- g Tecturn I Min. 1-inch ISO 95+ GL Twin Pack Twin Pack BA-1168, LVOC-BA I.S.O. Spray R; I.S.O. I.S.O. Spray R; I.SO. UltraPly TPO / UP -BA, LVOC- Existil ig I ctum I Min. 0.5-inch ISO 95+ GL Twin Pack Min. 0.5-inch ISO 95+ GL Twin Pack BA-1168, LVOC-BA_ ULTRAPLYTIP0 XR SYSTEMS: .ayl of S of iim IL lo of OXXSticII k Exist n. 1-inch ISO 95+ GL �k�• 6-inch o,c. 0.5-inch 150 95+ GL I.S.O. Spray R; I.S.O. Min. 0.5-inch ISO 95+ GL I.S.O. Spray R; I.S�O, UltraPly TPO XR XR Stick, -82,5 Twin Pack Twin Pack 6-inch o.c. AnchorSheet ck e 1) Type Fasten Attach Attach Roof Cover (Note INote 11) (Notes 6,7,8) SES Base, S 9-inch o.c. in the min. 2-inch lap (Optional) Min. 0inch Existing Two Piece Min. 1.5-inch Dens Deck, Dens Deck UltraPly TPO UP- Tectum Premium B se MB Locking Nail and 18 -inch equally o.c. in two, I ISO 95+ GL Prime or SECUROCK • BA Base or AP 1 0 spaced center rows Gypsum -Fiber Roof Board SBS Base, SBS I in the min. 2-inch Iz 9-inch o.c w I (Optional) Min. 0.25-inch Existing Two Piece Min. 1.5-inch Dens Deck Prime or UltraPly TP Tecturn Premium Base, MB i Locking Nail and 18-inch o,c. in two, equally ISO 95+ GL SECUROCK Gypsum -Fiber LVOC -BA-1168 Base or APP 160 d space cent er rows Roof Board NEW ETC, LLC Certificate of Authorization #32455 @2019, NEMO ETC, LLC Tr " EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-RI5 for FL10264-R15 Revision 15: 09/23/2020 Appendix 1, Page 52 of 63 Base Insulation Layer Top Insulation Layer System Deck No. Attach Attach Roof Cover (Note 15) MDP (psf) {Notes I & 12) Type Type (Notes 6,7,S) s6,7,8) ULTRAPLYTPOSYsTEms: G-1. Existing poured gypsum or Min. 1.5-inch 150 I.S.O. Twin Pack (Optional) Additional layers of base insulation I.S.O. Twin Pack UltraPly TPO UP -BA, LVOC- -165.0 gypsum plank 95+ GL BA-1168 G-2. Existing poured gypsum or Min. 1.5-inch ISO S.O. Twin Pack Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- I.S.O. Twin Pack UltraPly TPO UP -BA, LVOC- 127.5 gypsum plank 95+ GL .- Fiber Roof Board BA-1168 G-3. Existing poured gypsum or Min. 1.5-inch ISO I.S.O. Twin Pack Min. 0.25-inch Dens Deck or SECUROCK Gypsum -Fiber I.S.O. Twin Pack UltraPly TPO UP -BA -157�5 gypsum plank 95+ GL Roof Board G-4. Existing poured gypsum or (Optional) Min. 1.S- Twin Pack Min. 0.5-inch ISOGARD HDI.S.O. Twin Pack UltraPly TPO UP -BA -230.0 gypsum plank inch ISO 95+ GLI.S.O. Existing poured gypsum or Min, 1.5-inch ISO UltraPly TPO LIP -BA, LVOC- G-5. CR-20 (Optional) Additional layers base insulation CR-20 -257.5 gypsum plank 95+ GL BA-1168 G-6. Existing poured gypsum or Min. 1.5-inch ISO CR-20 Min. 0,25-inch Dens Deck or SECUROCK Gypsum -Fiber CR-20 UltraPly TPO UP -BA -195.0 gypsum plank 95+ GL Roof Board Existing poured gypsum or Min. 1.5-inch ISO Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- UltraPly TPO UP -BA, LVOC- G-7. gypsum plank 95+ GL CR-20 Fiber Roof Board CR-20 BA-1168 -240.0 G-8. Existing poured gypsum or Min. 1.5-inch ISO I.S,O. Stick (Optional) Min. 0.25-inch Dens Deck, Dens Deck Prime or I.S.O. Stick UltraPly TPO UP -BA -112.5 gypsum plank 95+ GL SECUROCK Gypsum -Fiber Roof Board Existing poured gypsum or Min. 1.5-inch ISO (Optional) Min. 0.25-inch Dens Deck Prime or SECUROCK UltraPly TPO LVOC-BA- G-9. I gypsum plank 95+ GL I.S.O. Stick Gypsum -Fiber Roof Board I.S.O. Stick 1 1168 -112.5 ULTRAPLY TPO XR SYSTEMS: Existing poured gypsum or (Optional) Min. 1,5- UltraPly TPO XR / XR Stick, � I.S.O5-inch ISOGARD HD I.S.O. Twin Pack G-10. - gypsum plank inch ISO 95+ GL . Twin Pack Min. 0. � 4-inch o.c. (full coverage) 230.0 Anchor Sheet Base Insulation Top Insulation System Deck Roof Cover MDP No. (Note 1) Type Fasten Attach Type Attach Type Attach (Note 15) (Psf) (Note 11) Existing SBS Base, SBS Two Piece 9-inch o.c. in the min. 2-inch lap Min. 1.5-inch I.S.O.Optional) Min. 0.25-inch Dens Deck, I.S.O. UltraPly TPO UP- G-11. gypsum Premium Base, MB Locking Nail and 18-inch o.c. in two, equally ISO 95+ GL Stick' Dens Deck Prime or SECUROCK Stick BA -45.0* deck Base or APP 160 spaced center rows Gypsum -Fiber Roof Board Existing SBS Base, SBS let Two P n ch O'c*in the min. 2-inch lap 9-Ind Min. 1,5-inch I.S.O. (Optional) Min. 0.25-inch Dens Deck I.S.O� UltraPly TPO G-12. gypsum Premium Base, MB Pre i ng Nail Lock 1 �8-inch o.c. in two, equally 150 95+ GL Stick Prime or SECUROCK Gypsum -Fiber stick LVOC-BA-1168 -45,0 deck Base or APP 160 cerows spaced center Roof Board NEMO ETC, LLC Evaluation Report 1`8970.02.08-1115 for FL10264-1115 Certificate of Authorization #32455 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 15: 09/23/2020 (D2019, NEMO ETC, LLC Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Appendix 1, Page 53 of 63 R gi Base Insulation Layer Top Insulation Layer Substrate 7((Note System Attach Attach Roof Cover 175) No. (Notes 1 & 12) Type Type (Notes 6,7,8)_ Notes 6,',8) ULTRAPLYTPO SYsTEms Existing asphaltic BUR or UltraPly TPO / UP -BA, LVOC- R-1 granule surface modified Min. 1.5-inch ISO 95+ GL Hot Asphalt (Optional) Tapered ISO 95+ GL Hot asphalt -180.0 bitumen BA 1168 Existing asphaltic BUR or Min. 1.5-inch ISO 95+ GL R-2 granule surface modified with optional Tapered ISO Hot Asphalt Min. 0.25-inch Dens Deck, Dens Deck Prime or SECUROCK Hot Asphalt UltraPly TPO / UP -BA -195,0 bitumen 95+ GL Gypsum -Fiber Roof Board Existing asphaltic BUR or Min. 1.5-inch ISO 95+ GL Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber UltraPly TPO / LVOC-BA- R-3 granule surface modified with optional Tapered ISO Hot Asphalt Hot Asphalt -195,0 bitumen 95+ GL Roof Board 1168 Existing asphaltic BUR or (Optional) R-4 granule surface modified Min. 1.5-inch ISO 95+ GL S.O. Spray R; I.S.O.Twin Min. 0.25-inch Dens Deck, Dens Deck Prime or SECUROCK I.S.O. Spray R; UltraPly TPO / UP -BA -157.5 bitumen Pack Gypsum -Fiber Roof Board I.S.O. Twin Pack Existing asphaltic BUR or (Optional) R-5 granule surface modified Min. 1,5-inch ISO 95+ GL S.O. Spray R; �-S.O. Min 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber I.S.C. Spray R; UltraPly TPO / LVOC-BA- -157.5 bitumen Twin Pack Roof Board I.S.O. Twin Pack 1168 Existing asphaltic BUR or (Optional) Min. 1.5-inch I.S.O. Spray R; I.S.C. Spray R; UltraPly TPO / UP -BA, LVOC- R-6 granule surface modified Min. 0.5-inch ISOGARD HD -157.5 bitumen ISO 95+ GL 1.5.0, Twin Pack I.S.O. Twin Pack BA-1168 Existing granule surface 'x" I.S.O. Spray R; (Optional) Additional layers of base insulation and/or min. I.S.O. Spray R; R-7 mod modified bitumen Min. 1-inch ISO 95+ GL I.S.O. Twin Pack 0.5-inch Tapered ISO 95+ GL I.S.O. Twin Pack UltraPly TPO / WBBA-P -45.0 Existing granule surface Spray R; I.S.O.-S.O. (Optional) Additional layers of base insulation and/or min. I.S.O. Spray R; R-8 modified bitumen Min. 1-inch RESISTA Twin Pack 0,5-inch Tapered RESISTA I.S.O. Twin Pack UltraPly TPO / WBBA-P -247.5 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Spray R; (Optional) Additional layers of base insulation and/or min. I.S.C. Spray R; UltraPly TPO / UP -BA, LVOC- R-9 modified bitumen RESISTA I.S.O. Twin Pack 0.5-inch Tapered ISO 95+ GL or Tapered RESISTA I.S.O. Twin Pack BA-1168, LVOC BA -262.5 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Spray R; Optional additional layers of base insulation or min. 0.5-inch I.S.O. Spray R; R-10 modified bitumen RESISTA I.S.O. Twin Pack Tapered ISO 95+GL or Tapered RESISTA; Min. 0.5-inch I.S.O. Twin Pack UltraPly TPO / WBBA-P -135.0 ISOGARD HD Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Spray R; Optional additional layers of base insulation or min, 0.5-inch I.S.O. Spray R; UltraPly TPO / UP -BA, LVOC- R-11 modified bitumen RESISTA I.S.O. Twin Pack Tapered ISO 95+GL or Tapered RESISTA; Min. 0.5-inch I.S.O. Twin Pack BA-1168, LVOC-BA -262.5 ISOGARD HD Existing granule surface Min, 1-inch ISO 95+ GL or I.S.O. Spray R; Optional additional layers of base insulation or min. 0.5-inch I.S.0, Spray R; R- 12 modified bitumen RESISTA I.S.C. Twin Pack Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens I.S.O. Twin Pack UltraPly TPO / WBBA-P -135.0 Deck Prime or SECUROCK Gypsum -Fiber Roof Board NEMO ETC, LLC Certificate of Authorization #32455 @2019, MEMO ETC, LLC 7 T" EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-1115 Revision 15: 09/23/2020 Appendix 1, Page 54 of 63 R Base Insulation Layer Top Insulation Layer MDP System Substrate Attach Attach Roof Cover (Note 15) (Notes I & 12) Type Type (Psf) (Notes 6,7,8) (Notes 6,7,8) Existing granule surface Min. 1-inch ISO 95+ GL or I.S,O, Spray R; Optional additional layers of base insulation or min. 0,5-inch I.S.O. Spray R; UltraPly TPO / UP -BA, LVOC- R-13 Tapered ISO 95+GL or Tapered RESISTA; Min. 0,25-inch Dens -247,5 modified bitumen RESISTA I.S.O. Twin Pack Deck Prime or SECUROCK Gypsum -Fiber Roof Board I.S.O. Twin Pack BA Existing granule surface Min. 1-inch ISO 95+ GL or I.S.0- Spray R'- Optional additional layers of base insulation or min. 0.5-inch I.S,O. Spray R; UltraPly TPO / UP -BA, LVOC- R-14 modified bitumen RESISTA n Pack I.S.O. Twin Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens I.S.C. Twin Pack BA-1168 -262,5 Deck Prime or SECUROCK Gypsum -Fiber Roof Board Existing asphaltic BUR or UltraPly TPO / UP -BA, LVOC- R-15 granule surface modified Min. 1.5-inch ISO 95+ GL CR-20 (Optional) Additional layers base insulation CR-20 -262.5 bitumen BA-1168 Existing asphaltic BUR or Min. 0.25-inch Dens Deck or SECUROCK Gypsum -Fiber Roof R-16 granule surface modified Min. 1.5-inch ISO 95+ GL CR-20 CR-20 UltraPly TPO UP -BA -195.0 bitumen Board Existing asphaltic BUR or Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber UltraPly TPO UP -BA, LVOC- R-17 granule surface modified Min. 1.5-inch ISO 95+ GL CR-20 Roof Board CR-20 BA-1168 -240.0 bitumen R-18 Existing granule surface Min. 1-inch ISO 95+ GL I.S.O. FIX 11 (Optional) Additional layers of base insulation and/or min. I.S.O. FIX It UltraPly TPO / WBBA-P -45.0 modified bitumen 0.5-inch Tapered ISO 95+ GL R-19 Existing granule surface Min. 1-inch RESISTA I.ptional) S.O.S.0, FIX 11 Additional layers of base insulation and/or min. I.S.O. FIX II UltraPly TPO / WBBA-P - 195.0 modified bitumen 0.5-inch Tapered RESISTA Existing granule surface Min. 1-inch ISO 95+ GL or (Optional) Additional layers of base insulation and/or min. UltraPly TPO / UP -BA, LVOC- R-20 modified bitumen RESISTA I.S.O. FIX 11 0.5-inch Tapered ISO 95+ GL or Tapered RESISTA I.S.O. FIX 11 BA-1168, LVOC-BA _195.0 Optional additional layers of base insulation or min, 0.5-inch R-21 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. FIX 11 Tapered ISO 95+GL or Tapered RESISTA; Min. 0.5-inch I.S.O. FIX 11 UltraPly TPO WBBA-P -135.0 modified bitumen RESISTA ISOGARD HID Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch UltraPly, UP -BA, LVOC- R-22 I.S.O. FIX 11 Tapered 150 95+GL or Tapered RESISTA; Min. 0.5-inch I.S.O. FIX 11 -195.0 modified bitumen RESISTA BA-1168, LVOC-BA ISOGARD HD Optional additional layers of base insulation or min. 0.5-inch R-23 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. FIX 11 Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens I.S.O. FIX 11 UltraPly TPO WBBA-P _13S.0 modified bitumen RESISTA Deck Prime or SECUROCK Gypsum -Fiber Roof Board Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO UP -BA, LVOC- R-24 I.S.O. FIX 11 Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens LS.O. FIX 11 -195.0 modified bitumen RESISTA Deck Prime or SECUROCK Gypsum -Fiber Roof Board BA-1168, LVOC-BA Existing asphaltic BUR or Min. 1.5-inch ISO 95+ GL (Optional) Additional layers of base insulation and/or min. R-25 granule surface modified I.S.O. Stick I.S.O. Stick UltraPly TPO / WBBA-P -45.0 bitumen or RESISTA 0.5-inch Tapered ISO 95+ GL NEMO ETC, LLC Certificate of Authorization #32455 9)2019, NEMO ETC, LILC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 945-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 55 of 63 2 MENNEN= I Substrate Base Insulation Layer Top Insulation Layer System No. (Notes 1 & 12) Type Attach Type Attach Roof Cover (Note 15) MDP (Psf) (Notes 6,7,8) (Notes 6,7 , 8) Existing asphaltic BUR or Min. 1.5-inch ISO 95+ GL (Optional) Additional layers of base insulation and/or min. R-26 granule surface modified I.S.O. Stick I.S.O. Stick UltraPly TPO / WBBA-P -60.0 bitumen or RESISTA 0.5-inch Tapered RESISTA R-27 Existing asphaltic BUR Min. 1.5-inch ISO 95+ GL I.S.O. Stick (Optional) Additional layers of base insulation and/or min. I.S.O. Stick UltraPly TPO / UP -BA, LVOC- -60,0 or RESISTA 0.5-inch Tapered ISO 95+ GL or Tapered RESISTA BA-1168, LVOC-BA Existing granule surface Min. 1.5-inch ISO 95+ GL UltraPly TPO / UP -BA, LVOC- R-28 modified bitumen or RESISTA I.S,O. Stick (Optional) Additional layers of base insulation I.S.O.Stick BA-1168, LVOC-BA, WBBA-P 120.0 Existing asphaltic BUR or Min. 1.5-inch ISO 95+ GL Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO / UP -BA, LVOC- granule surface modified I.S.O. Stick Tapered ISO 95+GL or Tapered RESISTA; Min. 0.5-inch I.S.O. Stick -60.0 bitumen or RESISTA or ISOGARD HD BA-1168, LVOC-BA, WBBA-P Min. 1.5-inch ISO 95+ GL Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO / UP -BA, LVOC- R-30 Existing asphaltic BUR I.S.O. Stick Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens LS.O. Stick -60,0 or RESISTA Deck Prime or SECUROCK Gypsum -Fiber Roof Board BA-1168, LVOC-BA, WBBA-P Existing granule surface Min. 1.5-inch ISO 95+ GL Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber UltraPly TPO / UP -BA, LVOC- R-31 modified bitumen 1 or RESISTA I.S.O. Stick Roof Board I.S.O. Stick BA-1168, LVOC-BA, WBBA-P -120.0 LILTRAPLY TIP0 XR SYSTEMS Existing granule surface Min. 0.25-inch Dens Deck UltraPly TPO XR / Hot R-32 modified bitumen Prime or SECUROCK Hot Asphalt I None N/A Asphalt I 457.5 Gypsum -Fiber Roof Board Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO XR / Hot R-33 modified bitumen RESISTA I.S.O. FIX 11 Tapered ISO 95+ GL or RESISTA followed by Min. 0.25-inch I.S.O. FIX 11 Asphalt -195.0 Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Existing granule surface Min. !-inch 150 95+ GL or I.S.O. Spray R; Optional additional layers of base insulation or min. 0.5-inch I.S.C. Spray R; UltraPly TPO XR / Hot R-34 modified bitumen RESISTA I.S.O. Twin Pack Tapered ISO 95+ GL or RESISTA followed by Min. 0.25-inch I.S.C. Twin Pack Asphalt -262.5 Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO XR / Hot R-35 modified bitumen RESISTA I.S.O. Stick Tapered ISO 95+ GL or RESISTA followed by Min. 0.25-inch I.S.O. Stick Asphalt -352.5 Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Existing granule -surfaced, Min. 0.25-inch Dens Deck R-36 asphaltic modified Prime or SECUROCK Hot Asphalt None N/A UltraPly TPO XR / XR-BA -300.0 bitumen Gypsum -Fiber Roof Board LS.O. FIX 11; LS.O. FIX 11; I.S.O. R-37 Existing granule surface Min. 1.5-inch ISO 95+ GL I.S.C. Stick; (Optional) Additional layer of base insulation or min. 0.5-inch Stick; I.S.O. Spray UltraPly TPO XR / XR-BA -112.5 modified bitumen or RESISTA I.S.O. Spray R; Tapered 150 95+ GL or RESISTA R; I.S.O. Twin I.S.O. Twin Pack Pack NEMO ETC, LLC Certificate of Authorization #32455 (02019, MEMO ETC, U-C 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RIS Revision 15: 09/23/2020 Appendix 1, Page 56 of 63 ONEMOjetc. System Substrate Base Insulation Layer Top Insulation Layer No. (Notes I & 12) Type Attach Type Attach Roof Cover (Note 15) IMDP (Psf) (Notes 6,7,S) (Notes 6,7,B) Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Spray R; Optional additional layers of base insulation or min. 0.5-inch I.S.O. Spray R; R-38 modified bitumen RESISTA I.S.O. Twin Pack Tapered ISO 95+ GL or RESISTA followed by min. 0.5-inch I.S.O. Twin Pack UltraPly TPO XR / XR-BA -262.5 ISOGARD HD Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Spray R; Optional additional layers of base insulation or min. 0.5-inch I.S.O. Spray R; R-39 modified bitumen RESISTA I.S.O. Twin Pack Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens I.S.O. Twin Pack UltraPly TPO XR / XR-BA -262.5 Deck Prime or SECUROCK Gypsum -Fiber Roof Board Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch R-40 modified bitumen RESISTA I.S.O. Stick Tapered ISO 95+ GL or RESISTA followed by min. 0.5-inch I.S.O. Stick UltraPly TPO XR / XR-BA -195.0 ISOGARD HD Existing granule surface Min. 1-inch 150 95+ GL or Optional additional layers of base insulation or min, 0.5-inch R-41 modified bitumen RESISTA LS-O. FIX 11 Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens I.S.C. FIX It UltraPly TPO XR / XR-BA -195.0 Deck Prime or SECUROCK Gypsum -Fiber Roof Board Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch R-42 Existing asphaltic BUR I.S.O. Stick Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens I.S.O. Stick UltraPly TPO XR / XR-BA -60.0 RESISTA Deck Prime or SECUROCK Gypsum -Fiber Roof Board Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch R-43 modified bitumen RESISTA I.S.O. Stick Tapered 150 95+ GL or RESISTA followed by min. 0.5-inch I.S.O. Stick UltraPly TPO XR / XR-BA -352.5 ISOGARD HD Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch R-44 modified bitumen RESISTA I.S.O. Stick Tapered ISO 95+ GL or RESISTA followed by Min. 0.25-inch I.S.O. Stick UltraPly TPO XR / XR-BA -300.0 Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Min. 1-inch ISO 95+ GL or I.S.O. Spray R, Optional additional layers of base insulation or min. 0.5-inch I.S.O. Spray R, 6- R-45 Existing asphaltic BUR RESISTA 6-inch o.c. Tapered ISO 95+GL or Tapered RESISTA; Min. 0-5-inch inch o.c. UltraPly TPO XR / XR-BA -45.0 FiberTop B or E Min. 1-inch ISO 95+ GL or I.S.O. Spray R, Optional additional layers of base insulation or min. 0.5-inch I.S.O. Spray R, 6- R-46 Existing asphaltic BUR Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens UltraPly TPO XR / XR-BA -255.0 RESISTA 6-inch o.c. Deck Prime or SECUROCK Gypsum -Fiber Roof Board inch o.c. Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch R-47 modified bitumen RESISTA I.S.O. Spray R Tapered ISO 95+GL or Tapered RESISTA; Min. O.S-inch I.S.O. Spray R UltraPly TPO XR / XR-BA -45.0 FiberTop B or E Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch R-48 modified bitumen RESISTA I.S.O. Spray R Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens I.S.O. Spray R UltraPly TPO XR / XR-BA -202.5 I Deck Prime or SECUROCK Gypsum -Fiber Roof Board I I I NEMO ETC, LLC Certificate ofAuthonzation #32455 02019, NEMO ETC, LLC 7 TN EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 57 of 63 ONEmqjetc. Base Insulation Layer Top Insulation Layer IVIDP System No. Substrate Attach Attach Roof Cover (Note 15) (Psf) (Notes 1 & 12) Type Type (Notes 6,7,8) (Notes 6,7,8) Min, 0.25-inch Dens Deck I.S.O. FIX 11; Prime or SECUROCK I.S.C. Stick; UltraPly TPO XR / LS.O. R-49 Existing asphaltic BUR Gypsum -Fiber Roof Board I.S.O. Spray R; None N/A Spray R, XR Stick, 4-inch o.c. -45.0 or min. 0.5-inch ISOGARD I.S.O. Twin Pack HD R-50 Existing granule surface Min. 0.5-inch ISOGARD HD I.S.O. Spray R, None N/A UltraPly TPO XR / I.S.0 -82.5 modified bitumen 6-inch o.c. Spray R, XR Stick, 6-inch o.c. I.S.O. FIX 11; I.S.O. FIX 11; I.S.O. Existing granule surface Min. 1.5-inch ISO 95+ GL I.S.O. Stick; (Optional) Additional layer of base insulation or min. 03-inch Stick; I.S.O. Spray UltraPly TPO XR / I.S.0 R-51 modified bitumen or RESISTA I.S.O. Spray R; Tapered ISO 95+ GL or RESISTA R; I.S.O. Twin Spray R, XR Stick, 6-inch o.c. -142.5 I.S.C. Twin Pack Pack I.S.O. FIX 11; I,S.O. FIX 11; LS.O. UltraPly TPO XR / I.S.0 R-52 Existing granule surface Min. 1.5-inch ISO 95+ GL I.S.O. Stick; (Optional) Additional layer of base insulation or min. 0.5-inch Stick; I.S.O. Spray Spray Stick, 4-inch o.c. -172.5 modified bitumen or RESISTA I.S.O. Spray R; Tapered ISO 95+ GL or RESISTA R; I.S.O. Twin (full coverage) I.S.O. Twin Pack Pack I.S.O. FIX 11; Optional additional layers of base insulation or min. 0.5-inch I.S.O. FIX 11; I.S.O. UltraPly TPO XR / I.S.0 R-53 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Stick; Tapered ISO 95+ GL or RESISTA followed by min. 0.5-inch Stick; I.S.O. Spray Spray R, XR Stick, 12-inch -45,0 modified bitumen RESISTA I.S.O. Spray R; R; I.S.O. Twin I.S.O. Twin Pack ISOGARD HD Pack 0.c� I.S.O. FIX 11: Optional additional layers of base insulation or min. 0.5-inch LS.O. FIX 11; I.S.O. Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Stick; Stick; I.S.O. Spray UltraPly TPO XR / I.S.0 R-54 modified bitumen RESISTA I.S.O. Spray R; Tapered ISO 95+ OIL or RESISTA followed by min, 0.5-inch R, I.S,O. Twin Spray R, XR Stick, 6-inch o.c. -82.5 I.S.O. Twin Pack ISOGARD HID Pack I.S.O. FIX 11; Optional additional layers of base insulation or min. 0.5-inch I.S.O. FIX 11; I.S.O. UltraPly TPO XR / 1.S.0 R-55 Existing granule surface Min. 1-inch ISO 9S+ GL or I.S.O. Stick; Tapered 150 95+ GL or RESISTA followed by min. 0.5-inch Stick; I.S.O. Spray Spray Stick, 4-inch o.c. -172.5 modified bitumen RESISTA I.S.O. Spray R; ISOGARD HD R; I.S.O. Twin (full coverage) I.S.O. Twin Pack Pack I.S.O. FIX It; additional layers of base insulation or min. 0.5-inch I.S.O. FIX It,- I.S.O.Optional UltraPly TPO XR / I.S.0 R-56 Existing granule surface Min. 1-inch ISO 95+ GI or I.S.O. Stick; Tapered ISO 95+ GL or RESISTA followed by Min. 0.25-in h Stick; I.S.O. Spray Spray R, XR Stick, 12-inch -45.0 modified bitumen RESISTA I.S.O. Spray R; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board ard R; I.S.O. Twin O.C. I.S.O. Twin Pack Pack I.S.O. FIX 11; Optional additional layers of base insulation or min. 0.5-inch I.S.C. FIX 11; I.S.O. Existing granule surface Min, 1-inch ISO 95+ GI- or I.S.O. Stick; Stick; I.S.O. Spray UltraPly TPO XR / L5.0 R-57 modified bitumen RESISTA LS.O. Spray R; . Tapered ISO 95+ GL or RESISTA followed by Min. 025-inch R; I.S.O. Twin Spray R, XR Stick, 6-inch o.c. -60.0 I.S.O. Twin Pack Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Pack NEMO ETC, LLC Certificate of Authorization #32455 @2019, NEMO ETC, LLC 7 T8 EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report 1`8970.02-08-1115 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 58 of 63 ONEMOjetc. I= I smiHIMEMM System Substrate Base Insulation Layer Top Insulation Layer 7Cover 7 No. (Notes 1 & 12) Type Attach Type Attach Roof (Note 15) (Notes 6,7,8) (Notes 6,7,8) I.S.O. FIX 11; Optional additional layers of base insulation or min. O.S-inch I.S.O. FIX 11; I.S.O. UltraPly TPO XR / I.S.O R-S8 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Stick; Stick; I.S.O. Spray modified bitumen RESISTA Tapered ISO 95+ GL or RESISTA followed by Min. 0.25-inch I.S.O. Spray R; R; I.S.O. Twin Spray R, XR Stick, 4-inch o.c. -172.5 Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board (full coverage) I.S.O. Twin Pack Pack Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. FIX 11; Optional additional layers of base insulation or min. 0.5-inch I.S.O. Stick; I.S.O. FIX 11; I.S.O. Stick; I.S.O. Spray UltraPly TPO XR / I.S.O R-59 modified bitumen RESISTA Tapered ISO 95+ GL or RESISTA followed by min. 7/16-inch I.S.O. Spray R; R; I.S.O. Twin Spray R, XR Stick, 12-inch -4S.0 APA or TECO rated OSB I.S.O. Twin Pack Pack 0�c. I.S.O. FIX 11; (Optional) Min. O.S-inch ISOGARD HD or Min. 0.25-inch Dens I.S.O. FIX 11; I.S.O. R-60 Existing asphaltic BUR Min. 1-inch ISO 95+ GLI.S.O.Stick; - Deck Prime or SECUROCK Gypsum -Fiber Roof Board or min. Stick; I.S.O. Spray UltraPly TPO XR / I.S.O -172.5 S.O. Spray R; 7/16-inch OSB R; I.S.C. Twin Spray R, XR Stick, 4-inch o.c. I.S.O. Twin Pack Pack Min. 0.5-inch ISOGARD HD I.S.O. FIX 11; R-61 Existing asphaltic BUR or Min. 0.25-inch Dens I.S.O. Stick; None N/A UltraPly TPO XR / LS.O -172.5 Deck Prime or SECUROCK I.S.O. Spray R; Spray R, XR Stick, 4-inch o.c. Gypsum -Fiber Roof Board I.S.O. Twin Pack U LTRAPLY TPO SA SYSTEMS Existing asphaltic BUR or UltraPly TPO SA, self- R-62 granule surface modified Min. 1.5-inch ISO 95+ GL Hot Asphalt (Optional) Tapered ISO 95+ GL Hot asphalt -180.0 bitumen adhered Existing asphaltic BUR or Min. 1.5-inch ISO 95+ GIL R-63 granule surface modified with optional Tapered ISO Hot Asphalt Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber Hot Asphalt UltraPly TPO SA, self- -195.0 bitumen 95+ GL Roof Board adhered Existing asphaltic BUR or R-64 granule surface modified Min. 1.5-inch ISO 95+ GL I.S.O. S.O. Spray R; (Optional) Min. 0.25-inch Dens Deck Prime or SECUROCK I.S.O. Spray R; UltraPly TPO SA, self- -157.5 bitumen Twin Pack Gypsum -Fiber Roof Board I.S.O. Twin Pack adhered Existing asphaltic BUR or R-6S granule surface modified (Optional) Min. 1.5-inch I.S.O. Spray R; Min. O.S-inch ISOGARD HD I.S.O. Spray R; UltraPly TPO SA, self- -157.5 bitumen ISO 95+ GL I.S.O. Twin Pack I.S.O. Twin Pack adhered R-66 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Spray R; (Optional) Additional layers of base insulation and/or min. I.S.O. Spray R; UltraPly TPO SA, self- modified bitumen RESISTA I.S.O. Twin Pack 0.5-inch Tapered ISO 95+ GL or Tapered RESISTA I.S.O. Twin Pack adhered -262.5 Existing granule surface Min. 1-inch ISO 95+ GLor I.S.O. Spray R; Optional additional layers of base insulation or min. 0.5-inch I.S.O. Spray R; UltraPly TPO SA, self- R-67 modified bitumen RESISTA I.S.O. Twin Pack Tapered ISO 95+GL or Tapered RESISTA; Min. 0.5-inch I.S.O. Twin Pack adhered -262.5 ISOGARD HD Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Spray R; Optional additional layers of base insulation or min. 0.5-inch I.S.O. Spray R; UltraPly TPO SA, self- R-68 modified bitumen RESISTA I.S.O. Twin Pack Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens I.S.O. Twin Pack adhered -247.5 Deck Prime or SECUROCK Gypsum -Fiber Roof Board NEMO ETC, LLC Certificate of Authorization #32455 02019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-RI5 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 59 of 63 ONEMOjetc. Base Insulation Layer Top Insulation Layer MOP System Substrate Attach Attach Roof Cover (Note 15) (psf) No. (Notes 1 & 12) Type I (Notes 6,7,8) Type (Notes 6,7,8) Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Spray R; Optional additional layers of base insulation or min. 0.5-inch I.S.C. Spray R; UltraPly TPO SA, self- R-69 modified bitumen RESISTA I.S.O. Twin Pack Tapered ISO 95+GL or Tapered RESISTA; Min. 0.215-inch Dens S.O. Twin Pack adhered -262.5 Deck Prime or SECUROCK Gypsum -Fiber Roof Board Existing asphaltic BUR or UltraPly TPO SA, self- R-70 granule surface modified Min. 1.5-inch ISO 95+ GL CR-20 (Optional) Additional layers base insulation CR-20 adhered -262.5 bitumen Existing asphaltic BUR or Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber UltraPly TPO SA, self- R-71 granule surface modified Min. 1.5-inch ISO 95+ GL CR-20 Roof Board CR-20 adhered -240.0 bitumen Existing granule surface Min. 1-inch ISO 95+ GL or (Optional) Additional layers of base insulation and/or min. I.S.O. FIX 11 UltraPly TPO SA, self- -195.0 R-72 modified bitumen RESISTA I.S.O. FIX 11 0.5-inch Tapered ISO 95+ GL or Tapered RESISTA adhered Existing granule surface Min, 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO SA, self- R-73 I.S.O. FIX II Tapered ISO 95+GL or Tapered RESISTA; Min. 0.5-inch 1.5.0' FIX it -195.0 modified bitumen RESISTA ISOGARD HD adhered Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. O.S-inch UltraPly TPO SA, self- R-74 I.S.O. FIX 11 Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens I.S.O. FIX 11 -195.0 modified bitumen 1 RESISTA Deck Prime or SECUROCK Gypsum -Fiber Roof Board adhered R-75 Existing asphaltic BUR Min. 1.5-inch ISO 95+ GL I.S.O. Stick (Optional) Additional layers of base insulation and/or min. I.S.O. Stick UltraPly TPO SA, self- -60.0 or RESISTA 0.5-inch Tapered ISO 95+ GL or Tapered RESISTA adhered R-76 Existing granule surface Min. 1.5-inch ISO 95+ GL I.S.O. Stick (Optional) Additional layers of base insulation I.S.C. Stick UltraPly TPO SA, self- -120.0 modified bitumen or RESISTA adhered Existing asphaltic BUR or Min. 1.5-inch ISO 95+ GL Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO SA, self- R-77 granule surface modified I.S.O. Stick Tapered ISO 95+GL or Tapered RESISTA; Min. O.S-inch I.S.O. Stick -60.0 bitumen or RESISTA ISOGARD HD adhered Min. 1.5-inch ISO 95+ GL Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO SA, self- R-78 Existing asphaltic BUR I.S.O. Stick Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens I.S.O. Stick -60.0 or RESISTA Deck Prime or SECUROCK Gypsum -Fiber Roof Board adhered Existing granule surface Min. 1.5-inch ISO 95+ GL I.S.O. Stick Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber I.S.O. Stick UltraPly TPO SA, self- -120.0 R-79 modified bitumen or RESISTA Roof Board adhered NEMO ETC, LUZ Certificate of Authorization #32455 Q2019, NEMO ETC, LLC 7 Tw EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02,08-1115 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 60 of 63 2 I System Substrate (Note 1) Insulation Layer Attach Roof Cover (Note 15) MDP No. Fasten (Note 11) Spacing (Psf) Existing standing seam or lap seam One or more layers, any Firestone Purim Fasteners and UltraPly TPO bonded to UltraPly TPO InvisiWeld R-80 metal roof covers having min. 3/16-inch combination, preliminarily UltraPly TPO InvisiWeld Plates are 18-inch o.c. along Plates with RhinoBond Portable Plate Bonding Tool -30.0 to max. Y-mch thick steel purlins fastened per FM Approvals fastened through to purlins purlins and weighted RhinoBond Cooling Clamps. spaced max. 60-inch o.c. requirements Existing standing seam or lap seam One or more layers, any Firestone Purlin Fasteners and UltraPly TPO bonded to UltraPly TPO InvisiWeld R-81 metal roof covers having min. 3/16-inch combination, preliminarily UltraPly TPO InvisiWeld Plates are 12-inch o.c. along Plates with RhinoBond Portable Plate Bonding Tool -45,0 to max. X-inch thick steel purlins fastened per FM Approvals fastened through to purlins purlins and weighted RhinoBond Cooling Clamps. spaced max. 60-inch o.c, requirements Existing standing seam or lap seam One or more layers, any Firestone Purlin Fasteners and UltraPly TPO bonded to UltraPly TPO InvisiWeld R-82 metal roof covers having min. X-inch combination, preliminarily UltraPly TPO InvisiWeld Plates are 6-inch o.c. along Plates with RhinoBond Portable Plate Bonding Tool -52.5 thick steel purlins spaced max. 120-inch fastened per FM Approvals fastened through to purlins purlins and weighted RhinoBond Cooling Clamps. O.C. requirements Existing standing seam or lap seam One or more layers, any Firestone Purim Fasteners and UltraPly TPO bonded to UltraPly TPO InvisiWeld R-83 metal roof covers having min. 3/16-inch combination, preliminarily UltraPly TPO InvisiWeld Plates are 6-inch o.c. along Plates with RhinoBond Portable Plate Bonding Tool -82.5 to max. Y-inch thick steel purlins fastened per FM Approvals fastened through to purlins purlins and weighted RhinoBond Cooling Clamps. spaced max. 60-inch o.c. requirements DEMO ETC, LLC Certificate of Authorization #32455 02019, MEMO ETC, LLC 7"' EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02-08-RI5 for FL10264-RIS Revision 15: 09/23/2020 Appendix 1, Page 61 of 63 System Insulation Roof Cover MOP Substrate (Note 1) Type Attach Membrane Fasteners (Note 11) Attach (Psf) No. Existing standing seam or lap seam metal roof One or more Firestone Purlin Fasteners 18-inch o.c. within 6-inch wide laps spaced max. 72- R-84 covers having min. 3/16-inch to max. X-inch thick layers, any Prelim. UltraPly TPO and Firestone HD Seam inch o.c, to engage steel purlin. Laps sealed with -30.0 steel purlins spaced max. 72-inch o.c. combination attached Plates 1.5-inch heat weld. Existing standing seam or lap seam metal roof One or more Prelim. Firestone Purim Fasteners 12-inch o.c. within 6-inch wide laps spaced max. R-85 covers having min, 3/16-inch to max. X-inch thick layers, any UltraPly TPO and Firestone HD Seam 114-inch o.c. to engage steel purlin. Laps sealed -30.0 steel purlins spaced max. 114-inch o.c. combination attached Plates with 1.5-inch heat weld. 12-inch o.c. within 6-inch wide laps spaced max. Existing standing seam or lap seam metal roof One or more Firestone Purlin Fasteners 142-inch o.c. to engage steel purlin. Laps sealed R-86 covers having min. 3/16-inch to max. Y-inch thick layers, any Prelim. UltraPly TPO and Firestone Coiled Metal with 5-inch heat weld that encapsulates the batten -30.0 steel purlins spaced max. 142-inch o.c. combination attached Batten Strips and fasteners or are primed with UltraPly TPO QuickPrime and sealed with UltraPly TPO QuickSeam Flashing. Existing standing seam or lap seam metal roof One or more Prelim. Firestone Purim Fasteners 12-inch o.c. within 6-inch wide laps spaced max. 90- R-87 covers having min. 3/16-inch to max. X-inch thick layers, any UltraPly TPO and Firestone HD Seam inch o.c. to engage steel purlin. Laps sealed with -45.0 steel purlins spaced max, 90-inch o.c. combination attached Plates 1.5-inch heat weld. Existing standing seam or lap seam metal roof One or more Firestone Purlin Fasteners 6-inch o.c. within 6-inch wide laps spaced max. 142- R-88 covers having min, 3/16-inch to max. %-inch thick layers, any Prelim. UltraPly TPO and Firestone HD Seam inch o.c. to engage steel purlin. Laps sealed with -515 steel purlins spaced max. 142-inch o.c. combination attached Plates 1.5-inch heat weld. System Substrate Insulation I Roof Cover MDP No. (Note 1) Type Attach Membrane Fasten (Note 11) Attach J (Psf) Existing standing seam or Firestone UltraPly QuickSeam R.M.A. Strips are applied over the insulation spaced 120- lap seam metal roof covers Firestone Purlin inch o.c. positioned over each steel purlin location. The batten is centered over each strip having min. 3/16-inch to One or more Prelim. Fasteners and and fastened into the purlins 6-inch o,c. R-89 max. Y-inch thick steel layers, any combination attached UltraPly TPO Firestone Coiled Roof cover adhered to each strip by first priming the membrane underside with Firestone -45,0 purlins spaced max. 10-ft Metal Batten Strip UltraPly TPO QuickPrime at the strip location, then rolling into place with a hand roller. O.C. The min, 2-inch side laps are sealed with a min. I.S-inch outside heat weld. MEMO ETC, LLC Evaluation Report F8970.02.08-R15 for FL10264-1115 Certificate ofAuthorization #32455 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 15: 09/23/2020 02019, MEMO ETC, LLC Firestone UltraPly TPO Single Ply Roof Systems; (317) 945-3875 Appendix 1, Page 62 of 63 Ir RM System Substrate (Note 1) Roof Cover MCIP Membrane Fasten (Note 11) Attach No. (Psf) R-90 Min. 22 ga., type B, Grade 33 steel or min. UltraPly TPO XR Firestone HD Fasteners with Firestone HD Seam 12-inch o.c. within 6-inch wide laps spaced 114-inch o.c. Laps sealed 2,500 psi structural concrete Plates with 1.5-inch heat weld. -30.0 R-91 Min. 22 ga., type B, Grade 80 steel UltraPly TPO XR Firestone HD Plus Fasteners with Firestone HD Plus 12-inch o.c. within 6-inch wide laps spaced 114-inch o.c. Laps sealed -45.0 Seam Plates with 1.5-inch heat weld. R-92 Min. 22 ga., type B. Grade 33 steel or min. UltraPly TPO XR Firestone HD Fasteners with Firestone HD Seam 6-inch o.c. within 6-inch wide laps spaced 114-inch o.c. Laps sealed 2,500 psi structural concrete Plates with 1.5-inch heat weld. -45.0 R-93 Min. 22 ga., type B, Grade 80 steel UltraPly TPO XR Firestone HD Plus Fasteners with Firestone HD Plus 6-inch o.c. within 6-inch wide laps spaced 114-inch o.c. Laps sealed Seam Plates with 1 , 5-inch heat weld, _j System Roof Cover (Note 15) MID No. Substrate (Notes I & 12) Primer Type Application (psf) Existing asphaltic BUR or granule -surfaced modified bitumen roof cover over R-94 wood, steel or structural concrete deck None UltraPly TPO XR I.S.C. Spray R, XR Stick, 12-inch o.c. -45.0 R-95 Existing granule -surfaced, asphaltic modified bitumen roof cover over structural concrete deck None UltraPly TPO XR I.S.O. Spray R. XR Stick, 6-inch o.c. -142.5 R-96 Existing asphaltic BUR over structural concrete deck None UltraPly TPO XR XR Stick, 4-inch o.c. - 315.O Existing asphaltic BUR or granule surface modified bitumen over structural R-97 concrete None UltraPly TPO XR UltraPly TPO XR / I.S.O. Spray R, 4-inch o C. -360.0 Existing asphaltic BUR or granule surface modified bitumen over structural R-98 concrete None UltraPly TPO XR Hot asphalt -495.0 MEMO ETC, LLC Evaluation Report F8970.02.08-RI5 for FL10264-RI5 Certificate of Authorization #32455 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 15: 09/23/2020 9)2019, NEMO ETC, LLC Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Appendix 1, Page 63 of 63 1A Wood New, Reroof (Tear -Off), Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 5-6 18 Wood New, Reroof (Tear -Off), Recover C-2 Plate -Bonded Roof Cover 7 1C Wood New, Reroof (Tear -Off), Recover D-1 Insulated, Mechanically Attached Roof Cover (stress plates) 8 1D Wood New, Reroof (Tear -Off), Recover D-1 Insulated, Mechanically Attached Roof Cover (batten strips) 8 1E Wood New, Reroof (Tear -Off), Recover E-1 Non -Insulated, Mechanically Attached Roof Cover 8 2A Steel New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 9 2B Steel New or Reroof (Tear -Off) A-1 Bonded Vapor Barrier, Bonded Insulation, Bonded Roof Cover 9-10 2C Steel New or Reroof (Tear -Off) A-1 Bonded Thermal Barrier, Bonded Vapor Barrier, Bonded Insulation, Bonded Roof Cover 10 2D Steel or Structural concrete New, Reroof (Tear -Off), Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 10-16 2E Steel or Structural concrete New, Reroof (Tear -Off), Recover B-2 Mech. Attached Base Insulation, Bonded Temp Roof, Bonded Top Insulation, Bonded Roof Cover 16-18 2F Steel or Structural concrete New, Reroof (Tear -Off), Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 18-26 2G Steel or Structural concrete New, Reroof (Tear -Off), Recover C-2 Plate -Bonded Roof Cover 26-27 2H Steel or Structural concrete New, Reroof (Tear -Off), Recover D-1 Insulated, Mechanically Attached Roof Cover (Stress Plates) 27-30 21 Steel or Structural concrete New, Reroof (Tear -Off), Recover D-1 Insulated, Mechanically Attached Roof Cover (Battens) 30-33 2.1 Steel or Structural concrete New, Reroof (Tear -Off), Recover D-2 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 33 3A Structural concrete New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 34-41 3B Structural concrete New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 41 4A Lightweight concrete New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 42-49 4B Lightweight concrete New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 49-51 5A Cementitious Wood Fiber Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 52 5B Cementitious Wood Fiber Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 52 6A Existing Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 53 6B Existing Gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 53 7A Various Recover A-! Bonded insulation, Bonded Roof Cover 54-60 7B Steel Recover C-2 Plate -Bonded Roof Cover 61 7C Steel Recover D-1 Insulated, Mechanically Attached Roo#Cover 52 7D Steel Recover D-2 Insulated, Mechanically Attached Roof Cover (RIVIA Strips) 62 7E Steel Recover E-1 Non -Insulated, Mechanically Attached Roof Cover 62 7F Various Recover F Non -Insulated, Bonded Roof Cover 63 The following notes apply to the systems outlined herein: 1 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 2 Unless otherwise noted, fasteners and stress plates shall be as follows. Fasteners shall be of sufficient length for the following engagements: Wood Deck: Firestone All -Purpose or Heavy -Duty Fasteners with Firestone Insulation Fastening Plates. Minimum 1-inch plywood penetration or wood plank embedment. Steel Deck: Firestone All -Purpose, Ail -Purpose S or Heavy -Duty Fasteners with Firestone Insulation Fastening Plates. Minimum %-inch steel penetration, engage the top flute of the steel deck. Structural Concrete: Firestone Heavy -Duty or Concrete Drive Fasteners with Firestone Insulation Fastening 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 FBC Approved (Local or Statewide) board(s) that meet FBC 1505 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. NEMO ETC, LLC Evaluation Report F8970.02.08-RI5 for FL10264-RI5 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 15: 09/23/2020 (02019, MEMO ETC, LLC Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Appendix 1, Page 1 of 63 ONEMO I etc. Minimum 200 psi, minimum 2-inch thick FBC Approved lightweight insulating concrete may be substituted for rigid insulation board for System Types B-1, C-1, C-2, D-1 or D-2, whereby fasteners are installed through the lightweight insulating concrete to engage the structural deck. The structural deck shall be of equal or greater type, thickness and strength to the steel and structural concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. This is a wind uplift resistance allowance and does not purport to address non - wind -uplift -related issues, such as deck venting or moisture levels within the LWIC and the potential effect on overlying components. 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 (February 2020). 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: Full coverage, 20-40 lbs/square. ➢ Firestone I.S.O. FIX 11: Continuous 0.75-inch beads, 8-inch o.c. Firestone I.S.O. Spray R: Continuous 0.5 to 0.75-inch ribbons, 12-inch o.c. Firestone I.S.O. Stick: Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. ➢ Firestone I.S.C. Twin Pack: Continuous 0.5 to 0.75-inch beads, 12-inch o.c. ICP Adhesives Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. Note: When multiple loyers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, board joints shall be staggered, ➢ 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 (MDP) 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 fora 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. Tapered ISO 95+ GL: ➢ Hot asphalt: MDP -120.0 psf (Min. 0.5-inch thick) ➢ Firestone I.S.O. FIX 11: MDP -172.5 psf (Min. 0.5-inch thick) ➢ Firestone I.S.O. Stick: MDP -187.5 psf (Min. 0.5-inch thick) Firestone I.S.O. Twin Pack or LS,O. Spray R: MDP -157.5 psf (Min. 0.5-inch thick) ICP Adhesives Polyset CR-20: MOP -117.5 psf (Min, 1.0-inch thick) Tapered RESISTA: , Firestone I.S.C. FIX 11, 12-inch o.c.: , Firestone I.S.O. FIX 11, 6-inch o.c.: , Firestone I.S.C. Spray R, 12-inch o.c.: , Firestone I.S.0, Spray R, 6-inch o.c,: , Firestone I.S.O. Stick, 12-inch o.c.: Firestone I.S.C. Stick, 6-inch o.c.: Firestone I.S.O. Twin Pack, 12-inch o.c.: Firestone I.S.O. Twin Pack, 6-inch o.c.: MDP -165,0 psf (Min. 0.5-inch thick)\ MDP -405.0 psi (Min. 0.5-inch thick) MDP -165.0 psf (Min. 0.5-inch thick) MDP -405.O psf (Min. 0.5-inch thick) MDP -165.0 psi (Min. 0.5-inch thick) MDP -405.0 psf (Min. 0.5-inch thick) MDP -165.0 psf (Min. 0.5-inch thick) MDP -405.0 psf (Min. 0.5-inch thick) 8 For adhered roof insulation and board -size: Unless otherwise noted, refer to Section 2.2.10.6.2 of FM Loss Prevention Data Sheet 1-29 (February 2020). 9 For mechanically attached components or partially -bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FBC Chapter 16. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDI, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020) for Zone 2/3 enhancements. 10 For assemblies with all components fully bonded, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. NEMO ETC, LLC Evaluation Report F8970.02-08-1315 for FL10264-RIS Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 15: 09/23/2020 c)2019, MEMO ETC, LLC Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Appendix 1, Page 2 of 63 ONEMO I etc. 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 bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance shall be conducted on mock-ups of the proposed new roof assembly. For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system 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. Field uplift testing shall be in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13 Refer to FBC 1511 for requirements and limitations regarding recover installations. For Structural Concrete Deck or Recover Applications using System Type C-1, C-2, D-1 or D-2, the insulation is optional. Alternatively, an FBC Approved insulation board or coverboard may be used as a separation layer. Board products shall be preliminarily attached prior to roof cover installation (Note 5 herein). The separator component shall be documented as meeting FBC I505 and, for foam plastic, FBC Chapter 26, when installed with the roof cover in Recover applications. 14 Lightweight insulating concrete (LWIC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWIC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. For "pre-existent" LWIC 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). Use of these listings in new construction or re -roof (tear -off) applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15 For single -ply membranes in System Type D-1 steel deck applications, the roof membrane shall be run with its length perpendicular to the steel deck flutes. For bonded membrane applications, unless otherwise noted, refer to the following. MEMBRANE ADHESIVE COMBINATIONS' MEMBRANE ADHESIVE METHOD RATE UltraPly TPO UltraPly Bonding Adhesive (UP -BA) Contact Application 45 to 60 ft'/gal UltraPly TPO Water Based Bonding Adhesive-P (WBBA-P) Contact Application 100 to 120 ft'/gal. UltraPly TPO Single -Ply LVOC Bonding Adhesive (LVOC-BA) Contact Application 45 to 60 ft'/gal UltraPly TPO Single -Ply LVOC Bonding Adhesive 1168 (LVOC-BA-1168) Contact Application 45 to 60 ft'/ga I UltraPly TED XR XR Bonding Adhesive (XR-BA) Substrate Application 70 to 90 ft'/gal UltraPly TPO XR Water Based Bonding Adhesive-P (WBBA-P) Substrate Application 100 to 120 ft2 /gal. UltraPly TED XR XR Stick Membrane Adhesive Substrate Application Continuous % to 1-inch wide ribbons, spaced as noted UltraPly TED XR I.S.O. Spray R Substrate Application Continuous % to 1-inch wide ribbons, spaced as noted 16 Vapor barrier options for use over structural concrete deck followed by bonded 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, FOLLOWED BY ADHESIVE -APPLIED INSULATION PER TABLE 3A. OPTION # PRIMER VAPOR BARRIER INSULATION ADHESIVE MOP (PSF) TYPE (NOTE 15) APPLICATION C_VB_1. ASTM D41 Base Ply: MB Base, SBS Base, SBS Base-P, SBS PolyBase, SBS Premium Base, SBS Premium Poly Base, APP 160 COOL, APP 170 COOL Multi -Purpose MB Cold Adhesive, 1.5-2.0 gal/sq. Multi -Purpose M8 Cold Adhesive -67.5* C-VB-2. None MB Base LiquiGard, 1.5-2,0 gal/sq. I.S.O. Spray R, 12" o.c. -240.0* C-VB-3. None MR Base LiquiGard, 1.5-2.0 gal/sq. I.S.O. Twin Pack, 12" o.c. _240.0* C-VB-4. None SBS Base, SBS Base-P, SBS PolyBase, SBS Premium Base, SBS Premium Poly Base LiquiGard, 1.5-2.0 gal/sq. I.S.O. Spray R, 12" o.c. -240.0* C-VB-5. None SBS Base, SBS Base-P, SBS PolyBase, SBS Premium Base, SBS Premium Poly Base LiquiGard, 1.5-2.0 gal/sq. I.S.O. Twin Pack, 12" o.c. -240 0* C-VB-6. ASTM D41 MB Base I.S.O. Twin Pack, 4" o.c. I.S.O. Twin Pack, 12-inch o.c. 232.5* NEMO ETC, LLC Certificate of Authorization 0#32455 @2019, NEMO ETC, LLC 7'" EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 945-3875 Evaluation Report F8970.02.08-1115 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 3 of 63 ONEMOjetc. VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; FOLLOWED By ADHESIVE -APPLIED INSULATION PER TABLE 3A: OPTION VAPOR BARRIER MDP # PRIMER INSULATION ADHESIVE (PSF) TYPE (NOTE 15) APPLICATION C-VB-7. ASTM D41 I or 2 plies Ply IV or Ply VI or 1 ply MB Base, SBS Base, SBS Polybase or SBS Hot asphalt Hot asphalt -120.0* Premium Base C-VB-8. ASTM D41 1 or 2 plies Ply IV or Ply VI or I ply MB Base, SBS Base, SBS Polybase or SBS Hot asphalt I.S.O. Spray R or I.S.O. Twin Pack, 12" o.c. -495.0* Premium Base C-VB-9. ASTM D41 SBS-TA; SBS Poly Torch Base, SBS Glass Torch Base, SBS Glass Torch Base 1.5, SBS Torch -applied I.S.O. Spray R or I.S.O. Twin Pack, 12" o.c. -495.0* Smooth C-VB-10. V-Force SB Primer V-ForceVapor Barrier Self -adhering I.S.O. Spray R, 12" o.c. -255.0* C-VB-11. V-Force SB Primer V-Force Vapor Barrier Self -adhering I.S.O. Stick, 12" o.c. -262.5* C-VB-12. I V-Force SB Primer V-Force Vapor Barrier Self -adhering 2" o.c. -255.0* 17 For membrane attachment using batten -strips, batten -strip end laps shall be spliced with sufficient dimension to allow for minimum 2-fasteners at each batten -strip lap. 18 For System Type C-2 (induction weld), care shall be taken to ensure that the plates do not line-up with membrane seams. This condition may preclude proper induction welding of the membrane to the plates. 19 For System Types B-1, B-2 and C-1 over steel deck, V-Force Vapor Barrier Membrane, self -adhered, may be installed atop the steel roof deck prior to installation of subsequent insulation components. 20 "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 NEW ETC, LLC Certificate of Authorization #32455 (K)2019, NEMO ETC, LLC 7 T" EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report 1`8970.02.08-1315 for FL10264-RIS Revision 15: 09/23/2020 Appendix 1, Page 4 of 63 MEN= System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) lMDP (psf) No. (Note 1) (Note 13) Type Fasten (Note 11) Attach ULTRAPLY TPO SYSTEMS Min. 15/32-inch plywood at (Optional) One or more layers, any 1 per UltraPly TPO / UP -BA, LVOC-BA- W-1. max 24-inch spans combination, loose laid Min. 1-inch RESISTA Note 2 4.0 ft2 1168, LVOC-BA -30.0* Min. 19/32-inch plywood at (Optional) One or more layers, any 1 per UltraPly TPO / UP -BA, LVOC-BA- W-2. max 24-inch spans combination, loose laid Min. 2-inch ISO 95+ GL Note 2 1.8 ft' 1168, WBBA-P -45.0 Min. 15/32-inch plywood at (Optional) One or more layers, any I per UltraPly TPO / UP -BA, LVOC-BA- W-3. max 24-inch spans combination, loose laid Min. 1-inch RESISTA Note 2 2.7 ft' 1168, LVOC-BA -45.0* Min. 15/32-inch plywood at (Optional) One or more layers, any 1 per UltraPly TPO / UP -BA, LVOC-BA- W-4. max 24-inch spans combination, loose laid . Min1-inch RESISTA Note 2 1.6 ft' 1168, LVOC-BA - 45.0 Min. 15/32-inch plywood at (Optional) One or more layers, any 1 per UltraPly TPO / UP -BA, LVOC-BA- W-5. max 24-inch spans combination, loose laid . 0. Min. ISOGARD HD Note 2 2.7 ft' 1168, LVOC-BA -45�0* Min. 15/32-inch plywood at (Optional) One or more layers, any Min. 0.5-inch SECUROCK Gypsum -Fiber 1 per UltraPly TPO / UP -BA, LVOC-BA- W-6. max 24-inch spans combination, loose laid Roof Board Note 2 4.0 ft2 1168, LVOC-BA -4S.O* Min, 7/16-inch APA rated (Optional) One or more layers, any 1 per UltraPly TPO / UP -BA, LVOC-BA- W-7. OSB at max. 24-inch o.c. combination, loose laid . 0. Min. Dens Deck Prime Note 2 2.7 ft' 1168, LVOC-BA, WBBA-P -45.0* Min. 23/32-inch plywood at (Optional for Recover) Min. 1.5-inch thick, 1 per W-8. max 24-inch spans one or more layers, any combination, Min. 0.25-inch Dens Deck Prime Note 2 2.7 ft2 UltraPly TPO / UP -BA, LVOC-BA -45.0* loose laid Min. 19/32-inch APA rated plywood or min. 7/16-inch ',Optional) One or mo� e layers, any Min. 0.25-inch Dens Deck Prime or 1 er Ultra LVOC-B A- py TPO / UP -BA, W-9. APA rated OSB at max, 24- combination, loose laid SECUROCK Gypsum -Fiber Roof Board Note 2 2.13 ft2 1168, LVOC-BA, WBBA-P -45.0* inch o.c. Min. 15/32-inch APA rated (Optional) One or more layers, any Min. 0.25-inch SECUROCK Gypsum -Fiber 1 per UltraPly TPO / UP -BA, LVOC-BA- W-10. plywood at max. 24-inch o.c. combination, loose laid Roof Board Note 2 1.6 ft2 1168, LVOC-BA, WBBA-P -45.0 Min. 19/32-inch plywood at (Optional) One or more layers, any Min. 0.5-inch SECUROCK Gypsum -Fiber I per UltraPly TPO / UP -BA, LVOC-BA- W-11. max 24-inch spans combination, loose laid Roof Board, Dens Deck or Dens Deck Note 2 1,6 ft' 1168, WBBA-P -45�O Prime Min. 15/32-inch APA rated (Optional) One or more layers, any Min. 0.5-inch SECUROCK Gypsum -Fiber 1 per UltraPly TPO / UP -BA, LVOC-BA- W-12. plywood at max. 24-inch o.c. combination, loose laid Roof Board Note 2 2.13 ft'1168, LVOC-BA -52.5 Min. 15/32-inch plywood at (Optional) One or more layers, any Min. 0.5-inch SECUROCK Gypsum -Fiber 1 per UltraPly TPO / UP -BA, LVOC-BA- W- 13. max 24-inch spans combination, loose laid Roof Board Note 2 1.8 ft'1168, LVOC-BA -67.5 UETRAPLY TPO XR SYSTEMS Min. 7/16-inch APA rated (Optional) One or more layers, any 1 per UltraPly TPO XR / XR Stick, 12- W-14. OSB at max. 24-inch o.c. combination, loose laid Min. 0.25-inch Dens Deck Prime Note 2 2.7 ft' inch o.c. or hot asphalt (full -45.0* coverage) NEMO ETC, LLC Certificate of Authorization #32455 @2019, NEMO ETC, LLC 7 T" EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970,02.08-RI5 for FL10264-R15 Revision 15: 09/23/2020 Appendix 1, Page 5 of 63 ONEMOIetc. System Deck Base Insulation Layer Top Insulation Layer No. (Note 1) (Note 13) Roof Cover (Note 15) MOP (psf) Type Fasten (Note 11) Attach Min. 19/32-inch APA rated plywood or min. 7/16-inch (Optional) One or more layers, any Min, 0.25-inch Dens Deck Prime or 1 per UltraPly TPO XR / XR Stick, 12- W_15� APA rated OSB at max. 24- combination, loose laid SECUROCK Gypsum -Fiber Roof Board Note 2 2.13 ft 2 inch o.c. or hot asphalt (full -45.0* inch o.c. coverage) Min. 15/32-inch APA rated (Optional) One or more layers, any Min. 0.25-inch SECUROCK Gypsum -Fiber I per UltraPly TPO XR / XR Stick, 12- W-16. plywood at max. 24-inch o.c. combination, loose laid Roof Board Note 2 1.6 ft' inch o.c. or hot asphalt (full -45.0 coverage) ULTRAPLY TPO SA Symms Min. 15/32-inch plywood at (Optional) One or more layers, any 1 per W-17. max 24-inch spans combination, loose laid Min. 1-inch RESISTA Note 2 4.0 ft2 UltraPly TPO SA, self -adhered -30.0* W-18. Min. 15/32-inch plywood at (Optional) One or more layers, any Min. 0.5-inch SECUROCK Gypsum -Fiber 1 per max 24-inch spans combination, loose laid Roof Board Note 2 4.0 ft' UltraPly TPO SA, self -adhered -37.5* Min. 19/32-inch plywood at (Optional) One or more layers, any 1 per W-19. max 24-inch spans combination, loose laid Min. 2-inch ISO 95+ GL Note 2 1.8 ft2 UltraPly TPO SA, self -adhered -45.0 Min. 15/32-inch plywood at (Optional) One or more layers, any 1 per W-20. max 24-inch spans combination, loose laid Min. 1-inch RESISTA Note 2 2.7 ft2 UltraPly TPO SA, self -adhered -45.0* Min. 15/32-inch plywood at (Optional) One or more layers, any 1 per W-21. max 24-inch spans combination, loose laid Min. 1-inch RESISTA Note 2 1.6 ft' UltraPly TPO SA, self -adhered -45.0 Min. 15/32-inch plywood at (Optional) One or more layers, any 1 per W-22. max 24-inch spans combination, loose laid Min. 0.5-inch ISOGARD HD Note 2 2.7 ft' UltraPly TPO SA, self -adhered -45.0* Min. 7/16-inch APA rated (Optional) One or more layers, any 1 per W-23. OSB at max. 24-inch o.c. combination, loose laid Min. 0.2S-inch Dens Deck Prime Note 2 2.7 ft2 UltraPly TPO SA, self -adhered -45.0* Min. 23/32-inch plywood at (Optional for Recover) Min. 1.5-inch thick, 1 per W-24. max 24-inch spans one or more layers, any combination, Min. 0.25-inch Dens Deck Prime Note 2 2.7 ft2 UltraPly TPO SA, self -adhered -45,0* loose laid Min. 19/32-inch APA rated W-25. plywood or min. 7/16-inch (Optional) One or more layers, any Min. 0.25-inch Dens Deck Prime or 1 per APA rated OSB at max. 24- combination, loose laid SECUROCK Gypsum -Fiber Roof Board Note 2 2,13 ft' UltraPly TPO SA, self -adhered -45.0* inch o.c. W-26. Min. 15/32-inch APA rated (Optional) One or more layers, any Min. 0.25-inch SECUROCK Gypsum -Fiber 1 per plywood at max. 24-inch o.c. combination, loose laid Roof Board Note 2 1.6 ft' UltraPly TPO SA, self -adhered -45.0 Min, 19/32-inch plywood at (Optional) One or more layers, any 1 per W-27, max 24-inch spans combination, loose laid Min. 0.5-inch Dens Deck Prime Note 2 1.6 ft2 UltraPly TPO SA, self -adhered -45.0 W-28. Min, 15/32-inch APA rated (Optional) One or more layers, any Min, 0.5-inch SECUROCK Gypsum -Fiber 1 per plywood at max. 24-inch O.C. combination, loose laid Roof Board Note 2 2.13 ft2 UltraPly TPO SA, self -adhered -52.5 W-29. Min. 15/32-inch plywood at (Optional) One or more layers, any Min. 0.5-inch SECUROCK Gypsum -Fiber 1 per max 24-inch spans combination, loose laid Roof Board Note 2 1 1 u ft, UltraPly TPO SA, self -adhered I -67.5 NEMO ETC, LLC Certificate of Authorization #32455 @2019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-1115 for FL10264-R15 Revision 15: 09/23/2020 Appendix 1, Page 6 of 63 (04 NEMO I etc. I . 11 -11 , , a I 1 0 . INMEM 1MW:i:;i;1i111111111111111111W I I System Deck Thermal Barrier and/or Insulation Attach Roof Cover MDP Fasten (Note 11) Density / Pattern No. (Note 1) Layer (Note 13) (Psf) 6 parts per 4 x 8 ft board 1 per 53 ft' Min. 19/32-inch APA Firestone Heavy Duty Fasteners UltraPly TPO bonded to UltraPly TPO InvisiWeld Plates W-30, rated OSB or Any approved thermal barrier and UltraPly TPO InvisiWeld with RhinoBond Portable Plate Bonding Toot and -45.0* plywood at max. 24- and/or insulation, any combination Plates weighted RhinoBond Cooling Clamps. inch o.c. 8 parts per 4 x 8 ft board I per 4.0 ft' Min. 19/32-inch APA Firestone Heavy Duty Fasteners UltraPly TPO bonded to UltraPly TPO InvisiWeld Plates W-31. rated OSB or Any approved thermal barrier and UltraPly TPO InvisiWeld with RhinoBond Portable Plate Bonding Tool and -45.0* plywood at max. 24- and/or insulation, any combination Plates weighted RhinoBond Cooling Clamps. inch o.c. Min. 19/32-inch (Optional) Any approved thermal Firestone Heavy Duty Fasteners Max. 6-inch o.c. in rows max. UltraPly TPO bonded to UltraPly TPO InvisiWeld Plates W-32. plywood at max. 24- barrier and/or insulation, any and UltraPly TPO InvisiWeld with RhinoBond Portable Plate Bonding Tool and -52.5 inch spans combination, preliminarily attached Plates 72-inch o.c. weighted RhinoBond Cooling Clamps. 12 parts per 4 x 8 ft board 1 per 2.7 ft' Min. 15/32-inch Firestone Heavy Duty Fasteners UltraPly TPO bonded to UltraPly TPO InvisiWeld Plates W-33. plywood at max. 24- Any approved thermal barrier and UltraPly TPO InvisiWeld 0 0 0 0 A with RhinoBond Portable Plate Bonding Tool and -52.5 inch spans and/or insulation, any combination Plates 5 weighted RhinoBond Cooling Clamps. 0 0 0 0 0 0 0 0 + Code minimum (Optional) Any approved thermal Firestone Heavy Duty Fasteners Fasteners spaced max. 6-inch UltraPly TPO bonded to UltraPly TPO InvisiWeld Plates W-34. plywood or OSB. barrier and/or insulation, any and UltraPly TPO InvisiWeld O.C. in rows spaced max. 96- with RhinoBond Portable Plate Bonding Tool and -75.0 Note 1 combination, preliminarily attached Plates inch o.c. along wood structural weighted RhinoBond Cooling Clamps. members Min. 19/32-inch (Optional) Any approved thermal Firestone Heavy Duty Fasteners Max. 6-inch o.c. in rows max. UltraPly TPO bonded to UltraPly TPO InvisiWeld Plates W-35. plywood at max. 24- barrier and/or insulation, any and UltraPly TPO InvisiWeld with RhinoBond Portable Plate Bonding Tool and -82.5 inch spans combination, preliminarily attached Plates 60-inch o.c. weighted RhinoBond Cooling Clamps. MEMO ETC, U-C Certificate of Authorization #32455 @2019, MEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-RI5 for FL10264-1115 Revision 15: 09/23/2020 Appendix 1, Page 7 of 63 System Deck Roof Cover MDP No. (Note 1) Type Attach Membrane Fasten (Note 11) Attach (Psf) Min. 7/16-inch APA D HD and/or Min 1-inch ISO 95+GL or RESISTA, min. 0 5-,'n'c�a�A Firestone HD Fasteners 12-inch o.c. within 6-inch wide laps W-3& rated OSB at max. 24- min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum Fiber firnIS Pre UltraPly with Firestone HID Seam spaced 42-inch o.c. Laps sealed with -30.0* inch o.c. Roof Board t ached TPO Plates 1.5-inch heat weld. Min. 7/16-inch APA Min. 1-inch ISO 95+ GL or RESISTA, min. 0.5-inch ISOGARD HD and/or Firestone HD Fasteners 6-inch o.c. within 6-inch wide laps W-37. rated OSB at max. 24- min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum Fiber Prelim. UltraPly with Firestone HD Seam spaced 42-inch o.c. Laps sealed with -45.0* inch o.c. Roof Board attached TPO Plates 1.5-inch heat weld. Min. 19/32-inch APA Min. 1-inch ISO 95+ GL or RESISTA, min. 0-5-inch ISOGARD HID and/or Firestone HD Fasteners 24-inch o.c. within 6-inch wide laps W-38. rated OSB or plywood min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum Fiber Prelim. UltraPly with Firestone HD Seam spaced 42-inch o.c, Laps sealed with -45,0* at max. 24-inch o.c. Roof Board attached TPO Plates 1.5-inch heat weld. Min. 15/32-inch Optional min. 1-inch ISO 95+ GL or RESISTA followed by min. 0.25- UltraPly Firestone HD Fasteners 5-inch o.c. within 6-inch wide laps W-39, plywood at max. 24- inch Dens Deck, Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Prelim.TPO (min. with Firestone HD Seam spaced 114-inch o.c. Laps sealed -45.0 inch spans Board, min. 0.5-inch ISOGARD HD, min. 1-inch RESISTA or min, 1.5- attached 60-mil) Plates with 1.5-inch heat weld. inch ISOGARD HD Composite Min. 19/32-inch Firestone HD Fasteners 6-inch o.c. within 6-inch wide laps W-40. plywood or wood plank Min. 1.5-inch thick, one or more layers, any combination Prelim. UltraPly with Firestone HD Seam spaced 90.5-inch o.c. Laps sealed -60.0 at max. 24-inch spans attached TPO Plates with 5-inch heat weld that I I I I encapsulates plates. System Deck No. I (Note 1) Membrane Roof Cover Fasten (Note 11) Attach Firestone HD Fasteners with Firestone W-42. Min. 19/32-inch plywood at max. 24-inch spans UltraPly TPO6-inch o.c. within 6-inch wide laps spaced 72-inch 45.0 HD Seam Plates o.c. Laps sealed with 1,5-inch heat weld. I NEW ETC, LLC Evaluation Report F8970-02.08-RI5 for FL10264-RI5 Certificate of Authorization #32455 7Tm EDITION (2020) FBC NON-HVHZ EVALUATION Revision 15: 09/23/2020 K)2019, NEMO ETC, LLC Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Appendix 1, Page 8 of 63 ONEMO I etc. MEMNON= System Deck"Layer Baseln,.Iati Top Layer Roof Cover (Note 15) MDP No. (Note 1) Type Attach (Notes 6,7,8) Type Attach (Notes 6,7,S) (Psf) ULTRAPLYTPO SYSTEMS SC-1. Min. 22 ga., type B, Min. 1.5-inch ISO 95+ GL I.S.O. Stick or I.S.O. Twin Pack, 12-inch (Optional) Additional layers LS.O. Stick or I.S.O. Twin Pack UltraPly TPO / UP -BA, LVOC-BA- -45.0* Grade 33 steel o.c. along top flanges of steel deck base insulation 1168, LVOC-BA SC-2. Min. 22 ga., type 6, Min. 2-inch ISO 95+ GL I.S.O. Twin Pack, 6-inch o.c. along top (Optional) Additional layers I.S.O. Twin Pack, 6-inch o.c. UltraPly TPO / UP -BA, LVOC-BA- - 75.0. Grade 33 steel flanges of steel deck base insulation 1168, LVOC-BA ULTRAPLY TPO SA SYSTEMS SC-3. Min. 22 ga., type B, Min. 1.5-inch ISO 95+ GL L&O. Stick or I.S.O. Twin Pack, 12-inch (Optional) Additional layers I.S.O. Stick or I.S.O. Twin Pack UltraPly TPO SA, self -adhered -45�0* Grade 33 steel o.c. along top flanges of steel deck base insulation SC-4. 22 ga., type 8, Min. 2-inch ISO 95+ GL I.S.O. Twin Pack, 6-inch o.c. along top (Optional) Additional layers I.S.O. Twin Pack, 6-inch o.c. UltraPly TPO SA, self -adhered -75.0* Grade 33 steel flanges of steel deck base insulation Base Insulation Layer Top Insulation Layer System Deck MDP Vapor Barrier Attach Attach Roof Cover (Note 11) (psf) (Note 1) Type Type (Notes 6,7,8) (Notes 6,7,8) ULTRAPLYTPO SYSTEMS Min. 22 ga., type F, V-Force with min. 3-inch Min, 1,5-inch ISO I.S.O. Spray R or I.S.O. Twin Pack,(Optional) Additional I.S,O, Spray R or UltraPly TPO / UP -BA, LVOC- SC-5. Grade 33 steel side laps self -adhered to 95+ GL 12-inch o.c. along top flanges of layers base insulation I.S.O. Twin Pack BA-1168, LVOC-BA -37.5 top flanges of steel deck steel deck Min. 22 ga.type E V-Force with min. 3-inch Min15-inch ISO . . LS,O. Stick or I.S.C. Spray R or (Optional} Additional I.S.O. Stick or UltraPly TPO / UP -BA, LVOC-* SC-6. , , Grade 33 steel side laps self -adhered to 95+ GL I.S.O. Twin Pack, 12-inch o.c. along ll ayers base insulation I.S.O. Spray R or BA-1168, LVOC-BA -45,0 top flanges of steel deck top flanges of steel deck I.S.O. Twin Pack Min. 22 ga., type 13, V-Force with min. 3-inch Min. 2-inch ISO 95+ I.S.O. Twin Pack, 6-inch o.c. along (Optional) Additional I.S.O. Twin Pack, UltraPly TPO /UP -BA LVOC- SC-7. Grade 33 steel side laps self -adhered to GL top flanges of steel deck layers base insulation 6-inch o.c. -60.0* BA-1168, LVOC-BA top flanges of steeldeck ULTRAIPLY TPO SA SYSTEMS Min. 22 ga., type 8, V-Force with min. 3-inch Min, 1.5-inch ISO I.S.O. Spray R or I.S.O. Twin Pack, (Optional) Additional 1,5.0. Spray R or SC-8. Grade 33 steel side laps self -adhered to 95+ GL 12-inch o.c. along top flanges of layers base insulation I.S.O. Twin Pack UltraPly TPO SA, self -adhered -37.5 top flanges of steel deck steel deck Min. 22 ga., type B, V-Force with min. 3-in Min. 1.5-inch ISO I.S.O. Stick or I.S.O. Spray R or {Optional} Additional I I.S.O. Stick or SC-9. side laps self -adhered to I.S.O. Twin Pack, 12-inch o.c. along I,S.O. Spray R or UltraPly TPO SA, self -adhered -45:0* Grade 33 steel top flanges of steel deck 95+ GL top flanges of steel deck layers base insulation I.S.O. Twin Pack I NEMO ETC, LLC Certificate of Authorization #32455 CO2019, NEMO ETC, LILC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-RI5 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 9 of 63 System No. Deck (Note 1) Vapor Barrier Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Attach Type Attach (Notes 6,7,8) (Notes 6,7,8) Min. 22 ga., type B, V -Force with min.3-inch Min. 2-inch ISO 95+ I.S.O. Twin Pack, 6-inch o.c. along (Optional) Additional I.S.O. Twin Pack, SC_10. Grade 33 steel side laps self -adhered to GL top flanges of steel deck layers base insulation 6-inch o.c. UltraPly TPO SA, self -adhered -60,0 top flanges of steel deck I I I I Thermal Barrier Base Insulation Layer Top Insulation Layer I System Deck No. Vapor Barrier Attach -7 Attach Roof Cover (Note 15) MDP {psf) (Note 1) TypeAttach I Type I I Type (Notes 6,7,8) (Notes 6,7,8) ULTRAPLYTPO SYSTEMS Min, 22 ga., Min. 0.5-inch I.S.O. Stick, 12-inch O.C. BASEGARD SA with min. 3- Min. 0.5-inch (Optional) UltraPly TPO / UP -BA, SC-11. type 8, Grade Dens Deck along top flanges of steel ] Hot asphalt Additional layers Hot asphalt -45.0 33 steel Prime deck inch side laps self -adhered ISO L ISO 95+ GL base insulation I vnC-BA-1168, LVOC-BA ULTRAPLY TPO SA SYSTEMS Min. 22 ga., Min. 0.5-inc h I.S.O. Stick, 12-inch O.C. m BASEGARD SA with in.3- Min. 0.5-inch (Optional) UltraPly TPO SA, self- SC-12. type B, Grade Dens Deck along top flanges of steel Hot asphalt Additional layers Hot asphalt 1 -450- inch side laps self -adhered ISO 95+ GL adhered 33 steel Prime deck base insulation Base Insulation Layer Top Insulation Layer System No. Deck Fastener Attach Roof Cover (Note 15) MDP (psf) (Note 1) Type Attach Type (Note 11) (Notes 6,7,8) ULTRAPLY TPO SYSTEMS Min. 22 ga., type B, Grade 33 Min. 2-inch ISO 95+ GL or 1 per I.S.O. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO / UP -BA LVOC- SC-13. steel or min. 2,500 psi RESISTA Note 2 4.0 ft2 Min. 0.5-inch ISOGARD HD Spray R; I.S.C. Twin Pack BA-1168, LVOC-BA, WBBA-P -37.5* structural concrete Min, 22 ga., type B, Grade 33 1 per Optional min. 1.5-inch 150 95+ GL followed UltraPly TPO / UP -BA, LVOC- SC-14. steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 2.0 ft' by min. 0.5-inch Tapered ISO 95+ GL I.S.O. Spray R BA-1168, LVOC-BA, WBBA-P -45. 0* structural concrete Min. 22 ga., type 3, Grade 33 1 per Optional min. 1.5-inch RESISTA followed by I.S.O. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO / UP -BA, LVOC- SC-15. steel or min. 2,500 psi Min. 1.5-inch RESISTA Note 2 2.7 ft' min. 0.5-inch Tapered RESISTA Spray R; I.S.O. Twin Pack BA-1168, LVOC-BA -45.0 structural concrete NEMO ETC, LLC Evaluation Report F8970.02.08-RI5 for FL10264-RI5 Certificate of Authorization #32455 7" EDITION (2020) FBC NON-HVHZ EVALUATION Revision 15: 09/23/2020 @2019, NEMO ETC, LLC Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Appendix 1, Page 10 of 63 ON Deck Base Insulation Layer Top Insulation Layer System Fastener Attach Roof Cover (Note 15) MOP No. (Note 1) Type Attach Type (psf) (Note 11) (Notes 6,7,8) Min. 22 ga., type B, Grade 33 SC-16, steel or min, 2,500 psi Min. 2-inch RESISTA Note 2 1 per Optional min, 1.5-inch RESISTA followed by I.S.O.FIX 11; I.S.C. Stick; I.S.C. UltraPly TPO / UP -BA, LVOC- 45.0* structural concrete 4. 0 ft min. 0.5-inch Tapered RESISTA Spray R; I.S.O. Twin Pack BA-1168, LVOC-BA Min. 22 ga., type B, Grade 33 SC-17. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1 per . . Min15-inch ISOGARD HD Composite S.O. FIX 11 I.S.O. Stick I.S.O. UltraPly TPO / UP -BA, LVOC- -45.0* structural concrete 4.0 ft2 Spray R; I.S.O. Twin Pack BA-1168, LVOC-BA Min. 22 ga., type 8, Grade 33 SC-18. steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 1 per Min, 1.5-inch ISOGARD HD Composite LS.O. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO / UP -BA, LVOC- _45.0* structural concrete 2.7 ft' Spray R; I.S.O. Twin Pack BA-1168, LVOC-BA Min. 22 ga., type B, Grade 33 SC-19. steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 1 per Min. 0.5-inch ISOGARD HD I.S.O. Spray R; I.S.O. Twin UltraPly TPO / UP -BA, LVOC- 45.0* structural concrete 2.0 ft' Pack BA-1168, LVOC-BA Min. 22 ga., type B, Grade 33 SC-20. steel or min. 2,500 psi Min. 2-inch ISO 9S+ GL Note 2 1 per 2.0 ft2 Min. 0.5-inch ISOGARD HD L&C. FIX 11; I.S.O. Stick UltraPly TPO / UP -BA, LVOC- 45.0* structural concrete BA-1168, LVOC-BA Min. 22 ga., type B, Grade 33 SC-21. steel or min, 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1 per ft2 Min. 0.5-inch ISOGARD HID I.S.O. FIX 11; I.S,O. Stick; I.S.O. UltraPly TPO / WBBA-P -45.0 structural concrete 1.0 Spray R; I.S.O. Twin Pack Min. 22 ga., type B, Grade 33 SC-22. steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 1 per Min. 0.25-inch Dens Deck, Dens Deck Prime I.S.O. Spray R; I.S.O. Twin UltraPly TPO / UP -BA -45.0* structural concrete 2.0 ft' or SECUROCK Gypsum -Fiber Roof Board Pack, I.S.O. Stick or CR-20 Min, 22 ga., type B, Grade 33 SC-23. steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 1 per Min. 0.25-inch Dens Deck Prime or I.S.O. Spray R; I.S.O. Twin UltraPly TPO / LVOC-BA- -45,0* structural concrete 2.0 ft' SECUROCK Gypsum -Fiber Roof Board Pack, I.S.O. Stick or CR-20 1168 Min. 22 ga., type B, Grade 33 Optional min. 1.5-inch ISO 95+ GL or min. SC-24. steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 1 per 0.5-inch Tapered ISO 95+ GL followed by I.S.O. Spray R UltraPlyTPO/UP-BA LVOC- -45.0* structural concrete 2.0 ft' min. 0.5-inch ISOGARD HD BA-1168, LVOC-BA, WBBA-P Min. 22 ga., type B. Grade 33 Min. 0.5-inch Dens Deck SC-25. steel or min, 2,500 psi Prime or SECUROCK Note 2 1 per Optional min, 1.5-inch RESISTA followed by I.S.O. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO / UP -BA, LVOC- _45.0* structural concrete Gypsum -Fiber Roof 4,0 ft' min. 0.5-inch Tapered RESISTA Spray R; I.S.O. Twin Pack BA-1168, LVOC-BA Board Min. 22 ga., type B, Grade 33 Min, 0.5-inch Dens Deck, SC-26. steel or min. 2,500 psi Dens Deck Prime or Note 2 1 per Min. 1.5-inch 150 95+ GL followed by min. I.S.C. FIX 11; I.S.O. Stick; I.S.Q. UltraPly TPO / UP -BA, LVOC- -45.0* structural concrete SECUROCK Gypsum -Fiber 2,0 ft2 0.5-inch FiberTop 8 or E Spray R; I.S.C. Twin Pack BA-1168, LVOC-BA Roof Board NEMO ETC, ULC Certificate of Authorization #32455 @2019, NEMO ETC, LLC 7 T" EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-RI5 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 11 of 63 R MEIN= Base Insulation Layer Top Insulation Layer 7R7.0C..er(Not 7 System No, Deck Fastener Attach 15) (Note 1) Type Attach Type (Note 11) (Notes 6,7,8) Min. 22 ga., type B, Grade 33 Min. 0.5-inch Dens Deck, Min. 1.5-inch ISO 95+ GL followed by Min. UltraPly TPO / UP -BA, LVOC- SC-27. steel or min. 2,500 psi Dens Deck Prime or Note 2 1 per 0,25-inch Dens Deck Prime or SECUROCK LS.C. FIX 11; I.S.O. Stick; I.S.C. BA-1168, LVOC-BA, WBBA- -45.0* structural concrete SECUROCK Gypsum -Fiber 2.0 ft' Gypsum -Fiber Roof Board Spray R; I.S.O. Twin Pack P-S Roof Board Min. 22 ga., type B, Grade 33 1 per Min. 0.5-inch Dens Deck Prime or SECUROCK I.S.O. FIX 11; S�O. Stick; LS.O. UltraPly TPO /UP -BA LVOC- SC-28. steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 1, 6 ft' Gypsum -Fiber Roof Board Spray R; I.S.C. Twin Pack, 6- BA-1168, LVOC-BA -60.0 structural concrete inch o.c. Min. 22 ga., type B, 50 ksi Min. 1,5-inch 150 95+ GI- 1 per UltraPly TPO / UP -BA LVOC- SC-29. steel or min. 2,500 psi or RESISTA Note 2 1.8 ft' Min. 1.5-inch ISOGARD HD Composite I.S.O. Stick, 12-inch o.c. BA-1168, LVOC-BA -60.0 structural concrete Min. 22 ga., type 8, SO ksi 1 per Min. 0.25-inch SECUROCK Gypsum -Fiber UltraPly TPO / UP -BA LVOC- SC-30. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1.8 ft' Roof Board I.S.O. Stick, 6-inch o.c. BA-1168, LVOC-BA -67.5 structural concrete Min. 22 ga., type B, Grade 33 Min. 1.5-inch ISO 95+ GL 1 per I.S.O. Spray R; I.S.C. Twin UltraPly TPO / UP -BA, LVOC- SC-31. steel or min. 2,500 psi or RESISTA Note 2 1,6 ft 2 Min. I.S-inch ISO 95+ GL or RESISTA Pack BA-1168, LVOC-BA 75.0 structural concrete Min. 22 ga., type B, Grade 33 1 per I.S.O. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO / UP -BA, LVOC- SC-32. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 ft' Min. 0.5-inch ISOGARD HD Spray R; I.S.O. Twin Pack, 6- BA-1168, LVOC-BA -82.5 structural concrete 1.6 inch o.c. Min. 22 ga., type B, Grade 33 1 per I.S.O. FIX 11; I.S.C. Stick; I.S.C. UltraPly, / UP -BA, LVOC- SC-33. steel or min, 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1. 0 ft, Min. 0.5-inch ISOGARD HD Twin Pack, 4-inch o.c. BA-1168, LVOC-BA 90.0 structural concrete Min. 22 ga., type B, Grade 33 1 per I.S.O. FIX 11; I.S.O. Stick; 1.5�0. SC-34. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 m ft, Min. 1-inch ISO 95+ GL Twin Pack, 4-inch o.c. UltraPly TPO WBBA-P -105.0 structural concrete Min. 22 ga., type B, Grade 33 1 per Min. 0.5-inch Dens Deck Prime or SECUROCK I.S.O. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO UP -BA, LVOC- SC-35. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1.0 ft, Gypsum -Fiber Roof Board Twin Pack, 4-inch o.c. BA-1168, LVOC-BA 105.0 structural concrete Min. 22 ga., type B, Grade 33 1 per UltraPly TPO / UP -BA, LVOC- SC-36. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1.0 ft2 Min. 1,5-inch ISO 95+ GL I.S.O. Spray R, 6-inch o.c. BA-1168, LVOC-BA -105.0 structural concrete Min. 22 ga., type B, Grade 33 1 per Min. 1.5-inch ISO 95+ GL followed by min. UltraPly TPO / UP -BA, LVOC- SC-37� steel or min. 2,SOO psi Min. 2-inch ISO 95+ GL Note 2 2 1�0 ft 0.5-inch ISOGARD HD or min. 7/16-inch OSB I.S.C. Spray R, 6-inch o.c. BA-1168, LVOC-BA -105.0 structural concrete I i Min. 22 ga., type B, Grade 33 1 per I.S.O. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO / UP -BA, LVOC- SC-38. steel or min, 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1.0 ft, Min. 1-inch ISO 95+ GL Spray R; I.S.O. Twin Pack, 4- BA-1168, LVOC-BA 112 structural concrete inch o.c. NEMO ETC, LLC Certificate of Authorization #32455 (K)2019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 945-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 12 of 63 ON Deck Base Insulation Layer Top Insulation Layer System No. (Note 1) Type Fastener Attach Type Attach Roof Cover (Note 15) MDP (psf) (Note 11) (Notes 6,7,8) Min. 22 ga., type B, Grade 33 1 per I.S.O. FIX 11; I.S,O, Stick; I.S.O. UltraPly TPO / UP -BA, LVOC- SC-39. steel or min. 2,500 psi Min. 1.5-inch RESISTA Note 2 1'0 ft, Min. 1.5-inch RESISTA Spray R; I.S.O. Twin Pack BA-1168, LVOC-BA -120.0 structural concrete Min. 22 ga., type B, Grade 80 1 per I.S.O. FIX 11 I.S.O. Stick; I.S.O. UltraPly TPO / UP -BA, LVOC- SC-40. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 10 ft2 Min, 1-inch 150 95+ GL -Spray R; I.S.O. Twin Pack, 4- BA-1168, LVOC-BA -127.5 structural concrete inch o.c. Min. 22 ga., type B, Grade 80 1 Pe r I.S.O. FIX 11; I.S.O. Stick; I.S.C. UltraPly TPO / UP -BA, LVOC_ SC-41. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1.0 ft2 Min. 0.5-inch ISOGARD HD Spray R; I.S.O. Twin Pack, 4- BA-1168, LVOC-BA -135.0 structural concrete inch o.c. LIETRAPLY TPO XR SYSTEJWS. Min. 22 ga., type B, Grade 33 SC-42. steel or min. 2,500 psi Min. 1.S-mch ISO 95+ GL Note 2 1 per 2 ft2 Min. 0.5-inch FiberTop C, or S wood fiber Hot Asphalt UltraPly TPO XR / XR-BA -30.0* structural concrete .0 Min. 22 ga., type B, Grade 33 Min. 0.5-inch Dens Deck, Min. 1.5-inch ISO 95+ GL followed by min. SC-43. steel or min. 2,500 psi Dens Deck Prime or Note 2 1 per 0.5-inch FiberTop B or E or Min. 0.25-inch I.S.O. FIX 11; I.S.O. Stick; I.S.Q. UltraPly TPO XR / XR-BA -45.0* structural concrete SECUROCK Gypsum -Fiber 2.0 ft2 Dens Deck Prime or SECUROCK Gypsum- Spray R; I.S.O. Twin Pack Roof Board Fiber Roof Board Min. 0.5-inch Dens Deck, Min. 22 ga., type B, Grade 33 Dens Deck Prime or 1 per Min. 1.5-inch ISO 95+ GL followed by Min. I.S.O. FIX 11; ; I.S.O. Stick; SC-44. steel or min. 2,500 psi SECUROCK Gypsum Note 2 ft, 0.25-inch Dens Deck Prime or SECUROCK I.S.C. Spray R; I.S.O. Twin UltraPly TPO XR / WBBA-P -37.5* structural concrete -Fiber 2.0 Gypsum -Fiber Roof Board Pack Roof Board Min. 22 ga., type B, Grade 33 UltraPly TPO XR / I.S.O. SC-45. steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 1 Pe r Min. 1.5-inch ISO 95+ GL I.S.O. FIX 11; I.S.C. Stick; I.S.O. Spray R, XR Stick, 12-inch -30.0* structural concrete 2.7 ft2 Spray R; I.S.O. Twin Pack O.C. Min. 22 ga., type B, Grade 33 UltraPly TPO XR / I.S.O. SC-4& steel or min, 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1 per ft' Min. 1.5-inch ISO 95+ GL L&O. FIX 11; I.S.O. Stick; I.S.O. Spray R, XR Stick, 12-inch -37.5* structural concrete 4�O Spray R; I.S.O. Twin Pack 0.c' Min. 22 ga., type B, Grade 33 UltraPly TPO XR / I.S.O. SC-47. steel or min. 2,500 psi Min. 2.25-inch ISO 95+ Note 2 1 per Min. 1.5-inch ISO 95+ GL I.S.O. FIX 11; I.S.O. Stick; I.S.O. Spray R, XR Stick, 12-inch -45.0* structural concrete GL 4. 0 ft2 I Spray R; I.S.O. Twin Pack o.c. Min. 1.5-inch ISO 95+ GL followed by Min. 22 ga., type B, Grade 33 Min. 0.5-inch Dens Deck optional min. 0.5-inch FiberTop B or E wood UltraPly TPO XR / I.S.O. SC-48. steel or min. 2,500 psi or SECUROCK Gypsum- Note 2 I 2.pe0 ftr 2 fiber, Min. 0.5-inch Dens Deck Prime or I.S.O. Spray R Spray R, XR Stick, 12-inch -45.0* structural concrete Fiber Roof Board SECUROCK Gypsum -Fiber Roof Board or min. O'c' 7/16-inch OSB NEW ETC, LLC Certificate of Authorization #32455 @2019, NEMO ETC, LLC 7 Tw EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 945-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 13 of 63 ter,ONEMOjetc. ISystern Deck Base Insulation Layer Top Insulation Layer No. Fastener Attach Roof Cover (Note 15) MDP (Psf) (Note 1) Type Attach Type (Note 11) (Notes 6,7,8) Min. 22 ga., type B, Grade 33 Min. OS -inch Dens Deck 1 per Min. 1.5-inch ISO 95+ GL followed by min. UltraPly TPO XR / LS.O, SC-49. steel or min. 2,500 psi or SECUROCK Gypsum- Note 2 2.0 ft2 0.5-inch ISOGARD HD 1.5,0. Spray R Spray R, XR Stick, 4-inch o.c. -45.0* structural concrete Fiber Roof Board Min, 22 ga., type B, Grade 33 Min. 1-inch 150 95+ GL followed by min. 0.5- UltraPly TPO XR / I.S.O. SC-50. steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 1 per inch FiberTop B or E wood fiber or Min. 0.25- I.S.O. FIX 11; I.S.O. Stick; I.S.O. Spray R, XR Stick, 12-inch -45.0* 2.0 ft' inch Dens Deck Prime or SECUROCK Spray R; I.S.O. Twin Pack structural concrete Gypsum -Fiber Roof Board O.C. Min. 22 ga., type B, Grade 33 UltraPly TPO XR / LS.O, SC -Si. steel or min. 2,500 psi Min. I.S-inch ISO 95+ GL Note 2 1 per Optional min. 1-inch ISO 95+ GL followed by I.S.O. FIX 11; 1,S,O. Stick; LS.O. Spray R, XR Stick, 12-inch -45.0* 2.0 ft' min. 0.5-inch ISOGARD HD Spray R; I.S.O. Twin Pack structural concrete O.C. Min. 22 ga., type 8, Grade 33 1 per Min. -inch Dens Deck Prime or SECUROCK I.S.O. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO XR / I.S.O. SC-52. steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 1.6 ft2 um Gypsum -Fiber Roof Board Spray R; I.S.C. Twin Pack, 6- Spray R, XR Stick, 6-inch o.c. -60.0 structural concrete inch o.c. Min. 22 ga., type B, Grade 33 1 per I.S.O. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO XR / I.S.O. SC-53, steel or min. 2,500 psi Min. 2-inch 150 95+ GL Note 2 1.6 ft2 Min. 1-inch ISO 95+ GL Spray R; I.S.O. Twin Pack, 6- Spray R, XR Stick, 6-inch o.c. -82.5 structural concrete inch o.c. Min. 22 ga., type B, Grade 33 1 per I.S.O. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO XR / LS.O. SC-54. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1.6 ft' Min. 0.5-inch ISOGARD HD Spray R; I.S.O. Twin Pack, 6- Spray R; XR Stick, 6-inch o.c. -82-5 structural concrete inch o.c. Min. 22 go., type B, Grade 33 Min. 2-inch ISO 95+ GL or 1 per UltraPly TPO XR / I.S.O. SC-55. steel RESISTA Note 2 1.0 ft, Min. 0.5-inch Dens Deck Prime I.S.O. Spray R Spray R, 12-inch o.c. -82.5 Min. 22 ga., type B, Grade 80 Min. 2-inch ISO 95+ GL or I per UltraPly TPO XR / I.S.O. SC-56. steel or min. 2,500 psi RESISTA Note 2 1.0 ft, Min. 0.5-inch Dens Deck Prime I.S.O. Spray R Spray R, 12-inch o.c. -97.5 structural concrete Min. 22 ga., type B, Grade 33 1 per Min. 0.5-inch Dens Deck Prime or SECUROCK I.S�O. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO XR / I.S.O. LSCS( -57. steel or min, 2,500 psi Min. 2-inch ISO 95+ GL Note 2 10 ft2 Gypsum -Fiber Roof Board Spray R; I.S.O. Twin Pack, 4- Spray R, XR Stick, 4-inch o.c. -127.5 structural concrete inch o.c. ULTRAPLY TPO SA SysTEms Min. 22 ga., type B, Grade 33 Min. 2-inch ISO 95+ GL or I per I.S.O. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO SA, self- SC-58. steel or min. 2,500 psi RESISTA Note 2 4.0 ft2 Min. 0.5-inch ISOGARD HD Spray R; I.S.O. Twin Pack adhered -37,5* structural concrete Min. 22 ga., type B, Grade 33 1 per Optional min. 1.5-inch ISO 95+ GL followed UltraPly TPO SA, self- SC-59. steel or min, 2,500 psi Min. 1.5-inch 150 95+ GL Note 2 2.0 ft' by min. 0.5-inch Tapered ISO 95+ GL I.S.O. Spray R adhered -45.0* structural concrete NEW ETC, LLC Certificate ofAuthonzation #32455 (D2019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 945-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 14 of 63 ONEMO I etc. 7 Deck Deck Base Insulation Layer Top Insulation Layer System No. (Note 1) 1) Type Fastener Attach Type Attach Roof Cover (Note 1S) lMDP (psf) (Note 11) (Notes 6,7,8) Min. 22 ga., type B, Grade 33 1 per Optional min. 1-5-inch RESISTA followed by LS,O. FIX 11; I.S.O. Stick; I.S.C. UltraPly TPO SA, self- SC-60. steel or min. 2,500 psi Min. 1,5-inch RESISTA Note 2 2.7 ft2 min. 0.5-inch Tapered RESISTA Spray R; I.S.O. Twin Pack adhered -45.0* structural concrete Min. 22 ga., type B, Grade 33 1 per Optional min. 1.5-inch RESISTA followed by I.S.O. FIX 11; I.S.O.Stick; I.S.O.UltraPly TPO SA, self- SC-61, steel or min. 2,500 psi Min. 2-inch RESISTA Note 2 4.0 ft 2 min. 0.5-inch Tapered RESISTA Spray R; I.S.O. Twin Pack adhered -45.0 * structural concrete Min. 22 ga., type B, Grade 33 1 per I.S.O. FIX 11; LS.C. Stick; I.S.O. UltraPly TPO SA, self- SC-62� steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 4.0 ft' Min. 1-5-inch ISOGARD HD Composite Spray R; I.S.C. Twin Pack adhered -4S,O* structural concrete Min. 22 ga., type B, Grade 33 SC-63, steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 1 per Min. 1.5-inch ISOGARD HD Composite I.S.O. FIX 11; I.S.O. Stick; I.S.C. UltraPly TPO SA, self- -45.0* structural concrete 2�7 ft2 Spray R; I.S,O. Twin Pack adhered Min. 22 ga., type B, Grade 33 SC-64. steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 1 per Min. 0.5-inch ISOGARD HD I.S.0, Spray R; I.S.O. Twin UltraPly TPO SA, self- -45.0* 2,0 it' Pack adhered structural concrete Min, 22 ga., type B, Grade 33 SC-65. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1 per Min. 0.5-inch ISOGARD HD I.S,O, FIX 11; I.S.O. Stick UltraPly TPO SA, self- -45.0* structural concrete 2.0 ft' adhered Min. 22 ga., type B, Grade 33 SC-66. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1 per Min. 0.5-inch ISOGARD HD I.S.O. FIX 11; LS.O. Stick; I.S.O. UltraPly TPO SA, self- -45.0 structural concrete 1�0 It, Spray R,- I.S.O. Twin Pack adhered Min. 22 ga., type B, Grade 33 SC-67, steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 1 per Min. 0.25-inch Dens Deck Prime or I.S.O. Spray R; I.S.O. Twin UltraPly TPO SA, self- -45.0* structural concrete 2.0 ft2 SECUROCK Gypsum -Fiber Roof Board Pack, I.S.O. Stick or CR-20 adhered Min. 22 ga., type B, Grade 33 Optional min. 1.5-inch ISO 95+ GL or min. SC-68. steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 1 per 0.5-inch Tapered ISO 95+ GL followed by I.S.O. Spray R UltraPly TPO SA, self- -45.0* structural concrete 2.0 ft' min. 0.5-inch ISOGARD HD adhered Min. 22 ga., type B, Grade 33 Min. 0.5-inch Dens Deck SC-69, steel or min, 2,500 psi Prime or SECUROCK Note 2 1 per Optional min. 1.5-inch RESISTA followed by I.S.O. FIX 11; I.S.O. Stick; LS.O. UltraPly TPO SA, self- -45.0* structural concrete Gypsum -Fiber Roof 4.0 ft' min. 0.5-inch Tapered RESISTA Spray R; I.S.C. Twin Pack adhered Board Min. 22 ga., type B, Grade 33 Min. 0.5-inch Dens Deck, Min, 1.5-inch ISO 95+ GL followed by Min. SC-70. steel or min. 2,500 psi Dens Deck Prime or Note 2 1 per inch Dens Deck Prime or SECUROCK I.S.O. FIX 11; I.S.O. Stick; I.S.O. UltraPly TPO SA, self- -45.0* structural concrete SECUROCK Gypsum -Fiber 2.0 ft2 Gypsum -Fiber Roof Board Spray R; I.S.C. Twin Pack adhered Roof Board MEMO ETC, LLC Certificate of Authorization #32455 (D2019, MEMO ETC, LLC 7 T" EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-1315 for FL10264-RIS Revision 15: 09/23/2020 Appendix 1, Page 15 of 63 Rk. pall! System Deck Base Insulation Layer Top Insulation Layer No. (Note 1) Type Fastener Attach Type Attach Roof Cover (Note 15) MDP (psf) (Note 11) (Notes 6,7,8) Min. 22 ga., type 8, Grade 33 I.S.C. FIX 11; I.S.O. Stick; I.S.O. SC-71. steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 1 per Min. -inch Dens Deck Prime or SECUROCK Spray R; I.S.O. Twin Pack, 6- UltraPly TPO SA, self- -60.0 structural concrete 1.6 ft' Gypsum Gypsum -Fiber Roof Board inch o.c. adhered Min. 22 ga., type B, 50 ksi SC-72� steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 1 per Min. 1.5-inch ISOGARD HD Composite I.S.O. Stick, 12-inch o.c. UltraPly TPO SA, self- -60.0 structural concrete or RESISTA 1.8 ft' adhered Min. 22 ga., type B, 50 ksi SC-73. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 I per Min. 0nch SECUROCK Gypsum Fiber I.S.O. Stick, 6-inch o.c. UltraPly TPO SA, self- -67.5 structural concrete 1.8 ft' Roof Board adhered Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi Min. 1.5-inch ISO 95+ GL Note 2 I per Min. 1.5-inch ISO 95+ GL or RESISTA I.S.O. Spray R; I.S.O. Twin UltraPly TPO SA, self- -75.0 structural concrete or RESISTA or 1.6 ft' Pack adhered Min. 22 ga., type B, Grade 33 1.5.0. FIX 11; I.S.O. Stick; I.S.O. SC-75. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1 per Min. 0.5-inch ISOGARD HID Spray R; I.S.O. Twin Pack, 6- UltraPly TPO SA, self- -82.5 structural concrete 1�6 ft2 inch o.c. adhered Min. 22 ga., type B, Grade 33 I.S.O. FIX 11; I.S.O. Stick; I.S.O. steel or min. 2,500 psi Min. 2-inch ISO 95+ GL Note 2 1 Pe r ft, Min. 0.5-inch ISOGARD HD Spray R; I.S.O. Twin Pack, 4- UltraPly TPO SA, self- -90.0 structural concrete 0 1.0 inch o.c. adhered Base Insulation Layer Insulation System Deck MDP No. (Note 1) Type 1 Fasten Attach Temp Roof Type Attach Roof Cover (Note 15) (psf) -77 (Note 11) ULTRAPLYTPO SYSTEMS Min. 22 ga., type B, Grade 33 steel or Min. 0.75-inch FM Two plies Firestone Min. 1.5-inch ISO 95+ GL followed by Hot asphalt or UltraPly TPO / UP -BA, SC-77. min. 2,500 psi Approved perlite Note 2 1 per 2.0 ft2 Type IV or Type VI in Min. 0.25-inch Dens Deck Prime or I.S.O. Stick LVOC-BA-1168, LVOC-BA, -45.0* structural concrete hot asphalt SECUROCK Gypsum -Fiber Roof Board WBBA-P SC-78. Min. 22 ga., type B, Min. 0.5-inch Dens Note 2 1 2.7 ft2 V-Force WB Primer; V- One or more layers min. 1.5-inch ISO 95+ GL, 0.5-inch Tapered I.S.O. Spray R; UltraPly TPO / UP -BA Grade 33 Deck Prime per Force, self -adhered optional min. I.S.O. Twin Pack LVOC-BA-1168, LVOC-BA -37.5* ISO 95+ GL Min. 22 ga., type B, Min. 0.5-inch Dens V-Force WB Primer; V- 7T one or more layers min. 1.5-inch 150 UltraPly TPO / UP -BA, SC-79. Grade 33 Deck Prime Note 2 1 per 2.7 ft, Force, self -adhered 95+ GL, optional min. 0.5-inch Tapered I.S.O. Stick LVOC-BA-1168, LVOC-BA -45.0* ISO 95+ GL I NEMO ETC, LLC Certificate of Authorization #32455 (K)2019, MEMO ETC, LLC 7 TN EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02,08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 16 of 63 ONEMOjetc. Base Insulation Layer Insulation System Deck Temp Roof Attach Roof Cover (Note 15) MDP (Psf) Fasten Type (Note 11) Attach Type (Notes 6,7,8) Min. 0.25-inch Dens Min. 22 ga., type B, Deck or min. 0.5- one or more layers min. 1.5-inch ISO UltraPly TPO / UP -BA, SC-80. Grade 33 steel or i inch SECUROCK Note 2 2 1 per 4.0 ft V-Force SB Primer; V- 95+ GL, optional min. 0.5-inch Tapered I.S.O. Stick LVOC-BA-1168, LVOC-BA, -45.0* min. 2,500 psi Gypsum -Fiber Roof Force, self -adhered ISO 95+ GL WBBA-P structural concrete Board One or more layers min. 1.5-inch ISO Min. 22 ga., type B, Min. 0.25-inch Dens Deck or min. 0.5- 95+ GL, optional min. 0.5-inch Tapered UltraPly TPO / UP -BA, SC-81. Grade 33 steel or inch SECUROCK Note 2 1 per 4.0 ft' V-Force SB Primer; V- ISO 95+ GL; Min. 0.5-inch FiberTop B or 1.5.0� Stick LVOC-BA-1168, LVOC-BA, -45.0* min. 2,500 psi Gypsum -Fiber Roof Force, self -adhered E or ISOGARD HD or Min. 0.25-inch Dens WBBA-P structural concrete Deck Prime or SECUROCK Gypsum -Fiber Board Roof Board; or Min. 7/16-inch OSB Min. 22 ga., type B, Min. 0.25-inch Dens One or more layers min. 1.5-inch ISO SC-82. Grade 33 steel or Deck or min. O.S- i n h SECUROCK Note 2 1 per 4.0 ft2 V-Force SB Primer; V- 95+ GL, optional min. 0.5-inch Tapered I.S.O. Stick UltraPly TPO / UP -BA, -45.0 * min. 2,500 psi Force, self -adhered ISO 95+ GL; Min. 0.25-inch Dens Deck or LVOC-BA, WBBA-P structural concrete Gypsum -Fiber Roof SECUROCK Gypsum -Fiber Roof Board Board ULTRAPLYTPO XR SYSTEMS Min. 0.25-inch Dens One or more layers min. 1.5-inch ISO Min. 22 ga., type B, Deck or min. 0.5- 95+ GL, optional min. 0.5-inch Tapered Grade 33 steel or 2 V-Force SB Primer; V- SC-83, iinch SECUROCK Note 2 1 per 4.0 ft ISO 95+ GL; Min. 0.5-inch FiberTop B or I.S.O. Stick UltraPly TPO XR XR-BA -45.0* min. 2,500 psi Force, self -adhered Gypsum -Fiber Roof E or Min. 0.25-inch Dens Deck Prime or structuralconcrete Board SECUROCK Gypsum -Fiber Roof Board ULTRAPLYTPO SA SYSTEMS Min. 22 ga., type B, Two plies Firestone Min. 1.5-inch ISO 95+ GL followed by SC-84. Grade 33 steel or Min. 0.75-inch FM Note 2 1 per 2.0 ft' Type IV or Type VI in Min. 0.25-inch Dens Deck Prime or Hot asphalt or UltraPly TPO SA, self- -45.0* min. 2,500 psi Approved perlite hot asphalt SECUROCK Gypsum -Fiber Roof Board I.S.O. Stick adhered structural concrete SC-85. Min. 22 ga., type B, Min. 0.5-inch Dens Note 2 1 per 2.7 ft V-Force WEI Primer; V- One or more layers min. 1.5-inch ISO 95+ GL, optional min. 0.5-inch Tapered I.S.O. Spray R; UltraPly TPO SA, self- -37.5* Grade 33 Deck Prime Force, self -adhered I.S.O. Twin Pack adhered ISO 95+ GL SC-86. Min. 22 ga., type B, min. 0.5-inch Dens Note 2 1 per 2.7 ft2 V-Force Primer; V- WB Pr One or more layers min. 1.5-inch ISOtraPly 95+ GL, optional min. 0.5-inch Tapered I.S.O.I S 0. Stick ' ' TPO SA, self- 45.0* Grade 33 De Force, self adhered I adhered ISO 95+ GIL MEMO ETC, LLC Certificate of Authorization #32455 @2019, NEMO ETC, LLC 7 T" EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02,08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 17 of 63 ONEMO I etc. System Deck Base Insulation Layer I Insulation MDP No, (Note 1) Type Fasten Attach Temp Roof Type Attach Roof Cover (Note 15) (Psf) (Note 11) (Notes 6,7,8) Min. 0.25-inch Dens One or more layers min. 1.5-inch ISO Min. 22 ga., type B, Deck or min. 0.5- 95+ GL, optional min. 0.5-inch Tapered SC-87. Grade 33 steel or inch SECUROCK Note 2 1 per 4.0 It' V-Force SB Primer; V- ISO 95+ GL; optional min. 0.5-inch I.S.O. Stick UltraPly TPO SA, self- -45.0* min. 2,500 psi Gypsum Fiber Roof Force, self -adhered ISOGARD HD or Min, 0,25-inch Dens adhered structural concrete Board Deck Prime or SECUROCK Gypsum -Fiber Roof Board; or Min. 7/16-inch OSB System Deck Base Insulation Layer Top Insulation Layer MDP Roof Cover (Note 15) No. (Note 1) (Note TypeAttach (Psf) ULTRAPLY TPO SYSTEMS SC-88. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min, 1-inch RESISTA Note 2 1 per 3.2 ft' UltraPly TPO / UP -BA, LVOC-BA- -30.0* or min. 2,500 psi structural concrete any combination, loose laid 1168, LVOC-BA, WBBA-P 1 per 2.7 ft' t Min, 22 ga., type B, Grade 33 steel (Optional) One or more layers, UltraPly TPO UP -BA, LVOC-BA- SC-89. or min. 2,500 psi structural concrete any combination, loose laid Min. 1-inch ISO 95+ GL Note 2 1168, LVOC-BA, WBBA-P -37.5* rs 0 0 0 SC-90. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 2-inch RESISTA Note 2 1 per 5.3 ft2 UltraPly TPO / UP -BA, LVOC-BA- -37,5* or min. 2,500 psi structural concrete any combination, loose laid 1 1168, LVOC-BA SC-91. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 2-inch ISO 95+ GL Note 2 1 per 4.0 It' UltraPly TPO / UP -BA, LVOC-BA- _45. or min. 2,500 psi structural any combination, loose laid 1168, LVOC-BA NEW ETC, LLC Evaluation Report F8970.02.08-R15 for FL10264-RI5 Certificate of Authorization #32455 7r" EDITION (2020) FBC NON-HVHZ EVALUATION Revision 15: 09/23/2020 @2019, MEMO ETC, LLC Firestone UltraPly TPO Single Ply Roof Systems; (317) 945-3875 Appendix 1, Page 18 of 63 Ems ME System Deck Base Insulation Layer Top Insulation Layer MDP No. (Note 1) (Note 13) Roof Cover (Note 15) (Psf) Type Fasten (Note 11) Attach 1 per 2.7 ft' 0 0 0 4- Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, UltraPly TPO UP -BA, LVOC-BA- SC-92. or min. 2,500 psi structural concrete any combination, loose laid Min. 1.25-inch ISO 95+ GIL Note 2 1 -45.0* 1168, LVOC-BA, WBBA-P t o 0 0 SC-93. Min, 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch 150 95+ GL Note 2 1 per 2.0 it, UltraPly TPO / UP -BA, LVOC-BA- -45.0* or min. 2,500 psi structural concrete any combination, loose laid 1168, LVOC-BA 1 per 2.7 ft 2 ! 0 0 0 Ii 0 0 0 Min. 22 ga., type B, 50 ksi steel or (Optional) One or more layers, UltraPly TPO UP -BA, LVOC-BA- SC-94. min. 2,500 psi structural concrete any combination, loose laid Min. 2-inch ISO 95+ GIL Note 2 1 ! 1 -45.0 1168, LVOC-BA 0 0 0 0 0 0 14- Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, 2 UltraPly TPO UP -BA, LVOC-BA- SC-95, or min. 2,500 psi structural concrete any combination, loose laid Min. 1.5-inch RESISTA Note 2 1 per 2.7 ft -45.0* 1168, LVOC-BA, WBBA-P SC-96. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1-inch RESISTA Note 2 1 per 2.0 ft2 UltraPly TPO / UP -BA, LVOC-BA- -45.0* or min. 2,500 psi structural concrete any combination, loose laid 1168, ILVOC-BA, WBBA-P SC-97. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch ISOGARD HD Note 2 1 per 4.0 ft2 UltraPly TPO / UP -BA, LVOC-BA- -45.0* or min, 2,500 psi structural concrete any combination, loose laid Composite 1168, LVOC-BA, WBBA-P SC-98. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch ISOGARD HD Note 2 1 per 1.3 ft2 UltraPly TPO / WBBA-P -45.0 or min. 2,500 psi structural concrete any combination, loose laid Composite SC-99. Min. 22 ga., type B, Grade 33 steel one or more layers, any Min. 0.5-inch ISOGARD HD Note 2 1 per 2.7 it 2 UltraPly TED / UP -BA, LVOC-BA- -450* or min, 2,500 psi structural concrete combination, loose laid 1168 Min. 22 ga., type B, Grade 33 steel Min. 1.5-inch thick, one or more SC-100. or min. 2,500 psi structural concrete layers, any combination, loose Min. 0.5 -inch ISOGARD HD Note 2 1 per 1.3 ft2 UltraPly TPO / WBBA -P -45.0 aid NEW ETC, LLC Certificate of Authorization #32455 (D2019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-R15 Revision 15: 09/23/2020 Appendix 1, Page 19 of 63 System Deck Base Insulation Layer Top Insulation Layer MDp (Note 1) (Note 13) Roof Cover (Note 15) (Psf) Type Fasten (Note 11) Attach Min. 22 ga., type B, Grade 33 steel (Optional for Recover) Min. 0.5- SC-101. inch thick, one or more layers, Min. 0.25-inch Dens Deck Prime Note 2 1 per 2.7 ft2 UltraPly TPO UP -BA, LVOC-BA -45.0* or min. 2,500 psi structural concrete any combination, loose laid SC-102. Min. 22 ga., type B, Grade 33 steel One or more layers, any Min. 0.25-mch SECUROCK Note 2 1 per 2.0 It' UltraPly TPO UP -BA, LVOC-BA- -45.0* or min. 2,500 psi structural concrete combination, loose laid Gypsum -Fiber Roof Board 1168, LVOC-BA, WBBA-P SC-103. Min. 22 ga., type B, Grade 33 steel (Optional for Recover) Min. 0.5- inch thick, one or more layers, Min. 0.5-inch SECUROCK Gypsum- Note 2 1 per 4.0 ft2 UltraPly TPO / LIP -BA, LVOC-BA- -45.0* or min. 2,500 psi structural concrete Fiber Roof Board 1168, LVOC-BA, WBBA-P any combination, loose aicl SC-104. Min. 22 ga., type B, 50 ksi steel or One or more layers, any Min. 0.25-inch SECUROCK Note 2 1 per 1.8 ft2 UltraPly TPO / UP -BA, LVOC-BA- -45.0 min. 2,500 psi structural concrete combination, loose laid Gypsum -Fiber Roof Board 1168, LVOC-BA Min. 22 ga., type B, Grade 33 steel Min. 1.5-inch thick, one or more Firestone HD HadGard UltraPly TPO UP -BA, LVOC-BA- SC-105. or min. 2,500 psi structural concrete layers, any combination, loose Min. 7/16-inch OSB Fastener (steel only) 1 per 2.7 it' 1168 -45.0 laid SC-106. Min. 22 ga., type B, 50 ksi steel or (Optional) One or more layers, Min. 1-inch RESISTA Note 2 1 per 1.6 ft' UltraPly TPO UP -BA, LVOC-BA- -52.5 min. 2,500 psi structural concrete any combination, loose laid 1168, LVOC-BA Min. 22 ga., type B, Grade 33 steel Min. 1.5-inch thick, one or more Firestone HD HailGard UltraPly TPO UP -BA, LVOC-BA- SC-107. or min. 2,500 psi structural concrete any combination, loose Min. 7/16-inch OSB Fastener (steel only) 1 per 1.6 ft2 1168 -52.5 layers, aid SC-108. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch ISO 95+ GL Note 2 1 per 1.8 It' UltraPly TPO UP -BA, LVOC-BA- -60.0 or min, 2,500 psi structural concrete any combination, loose laid 1168 SC_109. Min. 22 ga., type B, 56 ksi steel or One or more layers, any Min. 0.5-inch SECUROCK Gypsum- Note 2 1 per 2.13 ft2 UltraPly TPO UP -BA, LVOC-BA- -60.0 min. 2,500 psi structural concrete combination, loose laid Fiber Roof Board 1168, LVOC-BA SC-110. Min. 22 ga., type B, 50 ksi steel or One or more layers, any Min. 0.5-inch SECUROCK Gypsum- Note 2 . 1 per 18 ft2 UltraPly TPO / UP -BA, LVOC-BA- - 60.0 min, 2,500 psi structural concrete combination, loose laid Fiber Roof Board 1168, LVOC-BA Min, 22 ga., type B, Grade 33 steel Min. 1.5-inch thick, one or more ft: 2 UltraPly TPO / UP -BA, LVCC-BA- SC-111. or min. 2,500 psi structural concrete layers, any combination, loose Min. 0.5-inch ISOGARD HD Note 2 1 per 1.3 1168, LVOC-BA -60.0 aid SC- 112. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch ISOGARD HD Note 2 1 per 1.3 ft2 UltraPly TPO / UP -BA, LVOC-BA- -60.0 or min. 2,500 psi structural concrete any combination, loose laid Composite 1168, LVOC-BA Min. 22 ga., type B, 56 ksi steel or One or more layers, any Min, 0.5-inch SECUROCK Gypsum- ft2 UltraPly TPO / UP -BA, LVOC-BA- SC-113. min. 2,500 psi structural concrete combination, loose laid Fiber Roof Board Note 2 1 per 1.6 1168, LVOC-BA -67.5 Min, 22 ga,, type B, Grade 33 steel Min. 1.5-inch thick, one or more Min. 0.5-inch Dens Deck Prime or UltraPly TPO / LIP -BA, LVOC-BA- SC-114. layers, any combination, loose SECUROCK Gypsum -Fiber Roof Note 2 1 per 1.3 ft 2 -75.0 or min. 2,500 psi structural concrete 1168 laid Board Min. 22 ga., type B, Grade 33 steel Min. 1.5-inch thick, one or more Note 2 (Heavy Duty UltraPly TPO / UP -BA, LVOC-BA- SC-115. or min. 2,500 psi structural concrete layers, any combination, loose Min. 7/16-inch OSB only for steel) 1 per 2.0 it 1168 -75.0 laid NEW ETC, LLC Certificate of Authorization #32455 @2019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 20 of 63 RM System Deck 7steel(Optmnal) Base Insulation Layer Top Insulation Layer MDP Roof Cover (Note 15) No. (Note 1) (Note 13) Type Fasten (Note 11) Attach (psf) SC_116. Min. 22 ga., type B, Grade 33 One or more layers, Min. 1.5-inch Firestone HailGard Note 2 (Heavy Duty 1 per 2.0 ft2 UltraPly TPO UP -BA, LVOC-BA- -75.0 or min. 2,500 psi structural concrete any combination, loose laid only for steel) 1168 SC-117. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 2-inch ISO 95+ GL Note 2 1 per 1.6 fit' UltraPly TPO UP -BA, LVOC-BA- -75.0 or min. 2,500 psi structural concrete any combination, loose laid 1168 Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, UltraPly TPO UP -BA, LVOC-BA- SC-118, or min. 2,500 psi structural concrete any combination, loose laid Min. 1.5-inch RESISTA Note 2 1 per 1.6 ft2 1168, LVOC-BA -75.0 SC-119. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 2-inch RESISTA Note 2 1 per 1.0 ft2 UltraPly TPO / WBBA-P -75,0 or min. 2,500 psi structural concrete any combination, loose laid SC-120. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 2-inch RESISTA Note 2 . 1 per 16 ft2 UltraPly TPO / UP -BA, LVOC-BA- -82,5 or min. 2,500 psi structural concrete any combination, loose laid 1168, LVOC-BA SC-121. Min, 22 ga., type B, 60 ksi steel or One or more layers, any Min. 0.5-inch SECUROCK Gypsum- Note 2 1 per 1.8 ft2 UltraPly TPO UP -BA -82.5 min, 2,500 psi structural concrete combination, loose laid Fiber Roof Board SC-122. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch ISO 95+ GL Note 2 1 per 1.3 ft2 UltraPly TPO UP -BA, LVOC-BA- -90.0 or min. 2,500 psi structural concrete any combination, loose laid 1168 SC-123. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 2-inch RESISTA Note 2 1 per 1.3 ft 2 UltraPly TPO UP -BA, LVOC-BA- -105.0 or min. 2,500 psi structural concrete any combination, loose laid 1168, LVOC-BA Min. 22 ga., type B, Grade 33 steel Min. 1.5-inch thick, one or more Min. 0.5-inch Dens Deck Prime or UltraPly TPO / UP -BA, LVOC-BA- SC-124. or min, 2,500 psi structural concrete �ayers, any combination, loose SECUROCK Gypsum -Fiber Roof Note 2 2 1 per 1.0 ft 1168 -105.0 aid Board SC-125. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers Min. 2-inch RESISTA Note 2 1 per 1.0 ft 2 UltraPly TPO / UP -BA, LVOC-BA- -112.5 or min. 2,500 psi structural concrete any combination, loose laid 1168, LVOC-BA SC-126. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch ISOGARD HD Note 2 1 per 1.3 ft2 UltraPly TPO / UP -BA, LVOC-BA- _ 1115 or min. 2,500 psi structural concrete any combination, loose laid Composite 1168, LVOC-BA SC-127. Min. 22 ga., type B, Grade 33 steel Min. 1.5-inch thick, one or more layers, any combination, loose Min. 0.5-inch SECUROCK G ypsum- Note 2 1 per 1.0 ft2 UltraPly TPO / UP -BA, LVOC-BA- -112.5 or min. 2,500 psi structural concrete aid Fiber Roof Board 1168, LVOC-BA SC-128. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 2-inch ISOGARD HD Note 2 1 1.3 ft 2 UltraPly TPO / UP -BA, LVOC-BA- or min. 2,500 psi structural concrete any combination, loose laid Composite per 1168, LVOC-BA -120,0 SC-129, Min. 22 ga., type B, Grade 80 steel (Optional) One or more layers, Min. 2-inch RESISTA Note 2 1 per 1.0 ft' UltraPly TPO / UP -BA, LVOC-BA- -150.0 or min. 2,500 psi structural concrete any combination, loose laid 1168, LVOC-BA Min. 22 ga., type B, Grade 33 steel Min. 1.5-inch thick, one or more Note 2 (Heavy Duty UltraPly TPO / UP -BA, LVOC-BA- SC-130, layers, any combination, loose Min. 7/16-inch OSB 1 per 1.0 ft' -150.0 or min. 2,500 psi structural concrete only for steel) 1168 aicl SC-131. Min, 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch Firestone HailGard Note 2 (Heavy Duty 1 per 1.0 ft2 UltraPly TPO / UP -BA, LVOC-BA- -150.0 or min, 2,500 psi structural concrete any combination, loose laid only for steel) 1168 ULTRAPLY TPO XR SYSTEMS NEW ETC, LLC Certificate of Authorization #32455 02019, NEMO ETC, LLC 7;" EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report 1`8970-02.08-1315 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 21 of 63 *NEMO I etc. System Deck Base Ins Layer Top Insulation Layer MDP No. (Note 1) (Note 13) Type Fasten (Note 11) Attach Roof Cover (Note 15) (psf) SC-132. Min. 22 ga., type B, Grade 33 steel One or more layers, any Min. 0.5-inch FiberTop B or E Note 2 1 2.0 ft' UltraPly TPO XR / LS,O, Spray R, or min. 2,500 psi structural concrete combination, loose laid wood fiber per XR Stick, 12-inch o.c. -30.0* SC-131 Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1-inch ISO 95+ GIL Note 2 1 per 2.7 ft' UltraPly TPO XR / I.S.O. Spray R, -37.5* or min. 2,500 psi structural concrete any combination, loose laid XR Stick, 12-inch o.c. Min. 22 ga., type B, Grade 33 steel One or more layers, any Min. 0.25-inch Dens Deck Prime SC-134. or min, 2,500 psi structural concrete combination, loose laid or min. 0.5-inch SECUROCK Note 2 1 per 2.7 ft' UltraPly TPO XR / XR-BA -45,0* Gypsum -Fiber Roof Board Min, 22 ga., type B, Grade 33 steel One or more layers, any Min, 0,5-inch FiberTop B or E SC-135� or min. 2,500 psi structural concrete combination, loose laid wood fiber Note 2 1 per 2.0 ft UltraPly TPO XR / XR-BA -45.0* SC-136. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch ISO 95+ GIL Note 2 1 per 2.0 ft2 UltraPly TPO XR / I.S.O. Spray R, -45.0* or min. 2,500 psi structural concrete any combination, loose laid XR Stick, 12-inch o.c. SC-137. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 2.25-inch ISO 95+ GIL Note 2 1 per 4.0 ft' UltraPly FPO XR / I.S.C. Spray R, -45.0* or min. 2,500 psi structural concrete any combination, loose laid XR Stick, 12-inch o.c. Min. 22 ga., type B, Grade 33 steel One or more layers, any Min. 0.25-inch Dens Deck Prime UltraPly TPO XR / I.S.O. Spray R, SC-138. or min. 2,500 psi structural concrete combination, loose laid or SECUROCK Gypsum -Fiber Roof Note 2 1 per 2.0 ft' XR Stick, 12-inch o.c. -45.0* Board or min. 7/16-inch OSB Min. 22 ga., type B, Grade 33 steel One or more layers, any . UltraPly TPO XR / I.S.OSpray R SC-139. or min, 2,500 psi structural concrete combination, loose laid Min. 0.5-inch ISOGARD HID Note 2 1 per 2.1 ft' , XR Stick, 12-inch o.c. -45.0* (optional for recover) SC- 140. Min. 22 ga., type B, Grade 33 steel One or more layers, any Min. 0.5-inch ISOGARD HD Note 2 1 per 2.0 ft2 UltraPly TPO XR / I.S.O. Spray R, -45.0* or min. 2,500 psi structural concrete combination, loose laid XR Stick, 4-inch o.c. SC-141. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 2-inch ISO 95+ GIL Note 2 1 per 1.6 ft2 UltraPly TPO XR / I.S.O. Spray R, -82.5 or min. 2,500 psi structural concrete any combination, loose laid XR Stick, 6-inch o.c. SC-142. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 2-inch ISO 95+ GL Note 2 1 per 1.0 ft2 UltraPly TPO XR / I.S.O. Spray R, -142.5 or min. 2,500 psi structural concrete any combination, loose laid I XR Stick, 4-inch o.c. ULTRAPLY TPO SA SYSTEMS SC-143. Min. 22 ga., type B, Grade 33 steel ) One or more layers, {Optional) Min. 1-inch RESISTA Note 2 1 per 3.2 ft2 UltraPly TPO SA, self -adhered - 300- or min. 2,500 psi structural concrete any combination, loose laid MEMO ETC, LLC Certificate of Authorization #32455 02019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 945-3875 Evaluation Report F8970.02.08-R15 for FL10264-RIS Revision 15: 09/23/2020 Appendix 1, Page 22 of 63 ONEMOjetc. System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 5) MDP No. (Note 1) (Note 13) Type Fast.., (Not. 11) (Psf) 1 per 2.7 ft' -i T 0 0 ci 0 0 0 SC-144, Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1-inch ISO 95+ GL Note 2 i UltraPly TPO SA, self -adhered -37.5* or min. 2,500 psi structural concrete any combination, loose laid 1 0 0 0 0 0 0 tir SC-145. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 2-inch RESISTA Note 2 1 per 5.3 ft' UltraPly TPO SA, self -adhered -37.5* or min, 2,500 psi structural concrete any combination, loose laid SC-146. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers Min. 2-inch ISO 95+ GL Note 2 1 per 4.0 ft' UltraPly TPO SA, self -adhered -45.0* or min. 2,500 psi structural concrete any combination, loose laid 1 per 2.7 ft2 rr 0 0 0 mr 0 0 0 + SC-147. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers Min. 1.25-inch ISO 95+ GL Note 2 UltraPly TPO SA, self -adhered -45.0* or min. 2,500 psi structural concrete any combination, loose laid o 0 0 SC-148. Min. 22 ga., type B, Grade 33 steel I (Optional) One or more layers, min. 1.5-inch ISO 95+ GL Note 2 I 1 per 2.0 ft' UltraPly TPO SA, self -adhered I -45. or min. 2,500 psi structural concrete any combination, loose laidI NEMO ETC, LLC Certificate of Authorization #32455 @2019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 23 of 63 NNEMO I etc. System Deck n Layer UI t! U Base Insulation Lay!r Top Insulation Layer MDP No. (Note 1) (Note 13) Roof Cover (Note 15) (psf) Type Fasten (Note 11) Attach 1 per 2.7 ft' Min, 22 ga., type B, 50 ksi steel or (Optional) One or more layers, o SC-149. m in. 2,500 psi structural concrete any combination, loose laid Min. 2-inch ISO 95+ GL Note 2 UltraPly TPO SA, self -adhered -45.0 10 o 01+ Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers SC-150. or min. 2,500 psi structural concrete any combination, loose laid Min. 1.5-inch RESISTA Note 2 1 per 2.7 ft' UltraPly TPO SA, self -adhered -45.0* SC-151. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min, 1-inch RESISTA Note 2 1 per 2.0 ft2 UltraPly TPO SA, self -adhered -45.0* or min, 2,500 psi structural concrete any combination, loose laid SC-152. Min. 22 ga., type 8, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch ISOGARD HD or min. 2,500 psi structural concrete any combination, loose laid Composite Note 2 1 per 4.0 ft' UltraPly TPO SA, self -adhered -45.0* SC-153. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1,5-inch ISOGARD HD or min. 2,500 psi structural concrete any combination, loose laid Composite Note 2 1 per 1.3 ft' UltraPly TPO SA, self -adhered -45.0 SC-154. Min. 22 ga., type B, Grade 33 steel One or more layers, any Min. 0.5-inch ISOGARD HD Note 2 1 per 2.7 ft' UltraPly TPO SA, self -adhered -45.0* or min. 2,500 psi structural concrete combination, loose laid Min. 22 ga., type B, Grade 33 steel Min. 1.5-inch thick, one or more SC-155. or min. 2,500 psi structural concrete �ayers, any combination, loose Min. 0,5-inch ISOGARD HD Note 2 1 per 1.3 ft' UltraPly TPO SA, self -adhered -45.0 aid Mm.22 ga., type B, Grade 33 steel (Optional for Recover) Min. 0.5- SC-156. or min. 2,500 psi structural concrete inch thick, one or more layers, Min. 0.25 -inch Dens Deck Prime Note 2 1 per 2.7 ft' UltraPly TPO SA, self -adhered -45.0* any combination, loose laid SC-157. Min. 22 ga., type B, Grade 33 steel One or more layers, any Min. 0,25-inch SECUROCK Note 2 1 per 2.0 ft' UltraPly TPO SA, self -adhered -45,0* or min. 2,500 psi structural concrete combination, loose laid Gypsum -Fiber Roof Board Min. 22 ga., type B, Grade 33 steel (Optional for Recover) Min. 0.5- Min. 0.5-inch SECUROCK Gypsum- SC-158. or min. 2,500 psi structural concrete inch thick, one or more layers, Fiber Roof Board Note 2 1 per 4.0 ft' UltraPly TPO SA, self -adhered -45.0* any combination, loose laid SC_159. Min. 22 ga., type B, 50 ksi steel or One or more layers, any Min. 0.25-inch SECUROCK Note 2 1 per 1.8 It' UltraPly TPO SA, self -adhered -45.0 min. 2,500 psi structural concrete combination, loose laid Gypsum -Fiber Roof Board Min. 22 ga., type B, Grade 33 steel Min. 1.5-inch thick, one or more Firestone HD HailGard SC-160. or min. 2,500 psi structural concrete layers, any combination, loose Min. 7/16-inch OSB Fastener (steel only) 1 per 2.7 ft' UltraPly TPO SA, self -adhered -45.0 I laid NEMO ETC, LLC Certificate of Authorization #32455 C2019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970,02.08-RI5 for FL10264-RIS Revision 15: 09/23/2020 Appendix 1, Page 24 of 63 *NEMO I etc. System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. (Note 1) (Note 13) Type Fasten (Note 11) Attach (psf) SC-161. Min. 22 ga., type B, 50 ksi steel or (Optional) One or more layers, Min. 1-inch RESISTA Note 2 1 per 1.6 it' UltraPly TPO SA, self -adhered -52.5 min. 2,500 psi structural concrete any combination, loose laid SC-162. Min. 22 ga., type B, Grade 33 steel Min. 1.5-inch thick, one or more layers, any combination, loose Min, 7/16-inch OSB Firestone HD HailGard I per 1.6 ft2 UltraPly TPO SA, self -adhered -52.5 or min. 2,500 psi structural concrete Fastener (steel only) laid SC-163. Min.22 ga., type B, Grade 33 steel (Optional) One or more layers Min. 1.5-inch ISO 95+ GL Note 2 1 per 1.8 ft' UltraPly TPO SA, self -adhered -60.0 or min. 2,500 psi structural concrete any combination, loose laid SC-164. Min. 22 ga., type B, 56 ksi steel or One or more layers, any Min. 0.5-inch SECUROCK Gypsum- Note 2 1 per 2.13 ft' UltraPly TPO SA, self -adhered -60,0 min, 2,500 psi structural concrete combination, loose laid Fiber Roof Board SC-165. Min. 22 ga., type B, 50 ksi steel or one or more layers, any Min, 0.5-inch SECUROCK Gypsum- Note 2 1 per 1.8 ft' UltraPly TPO SA, self -adhered -60.0 min. 2,500 psi structural concrete combination, loose laid Fiber Roof Board Min. 1.5-inch thick, one or more SC-166. Min. 22 ga., type B, Grade 33 steel layers, any combination, loose Min. 0.5-inch ISOGARD HD Note 2 1 per 1.3 ft' UltraPly TPO SA, self -adhered -60.0 or min. 2,500 psi structural concrete laid SC-167. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch ISOGARD HD Note 2 1 per 1.3 ft' UltraPly TPO SA, self -adhered -60,0 or min. 2,500 psi structural concrete any combination, loose laid Composite SC-168. Min. 22 ga., type B, 56 ksi steel or one or more layers, any Min. 0.5-inch SECUROCK Gypsum- Note 2 1 per 1.6 ft' UltraPly TPO SA, self -adhered -67.5 min. 2,500 psi structural concrete combination, loose laid Fiber Roof Board Min. 1.5-inch thick, one or more Min. 0,5-inch Dens Deck Prime or SC-169. Min. 22 ga., type B, Grade 33 steel layers, any combination, loose SECUROCK Gypsum -Fiber Roof Note 2 1 per 1.3 ft UltraPly TPO SA, self -adhered -75.0 or min. 2,500 psi structural concrete laid Board SC-170. Min. 22 ga., type B, Grade 33 steel Min. 1.5-inch thick, one or more layers, any combination, loose Min. 7/16-inch OSB Note 2 (Heavy Duty 1 per 2.0 ft' UltraPly TPO SA, self -adhered -75,0 or min. 2,500 psi structural concrete only for steel) laid SC-171. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch Firestone HailGard Note 2 (Heavy Duty 1 per 2.0 ft 2 UltraPly TPO SA, self -adhered -75.0 or min. 2,500 psi structural concrete any combination, loose laid only for steel) SC-172, Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 2-inch ISO 95+ GL Note 2 1 per 1.6 ft2 UltraPly TPO SA, self -adhered -75.0 or min. 2,500 psi structural concrete any combination, loose laid SC-173. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers Min, 1.5-inch RESISTA Note 2 1 per 1.6 ft2 UltraPly TPO SA, self -adhered -75,0 or min, 2,500 psi structural concrete any combination, loose laid SC-174. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 2-inch RESISTA Note 2 1 per 1.0 H2 UltraPly TPO SA, self -adhered -75.0 or min. 2,500 psi structural concrete any combination, loose laid SC-175. Min. 22 ga., type B, Grade 33 steel {Optional) One or more layers Min. 2-inch RESISTA Note 2 1 per 1.6 ft2 UltraPly TPO SA, self -adhered -82.5 I or min. 2,500 psi structural concrete any combination, loose laid I SC-176. Min. 22 ga., type B, 60 ksi steel or One or more layers, any Min. 0.5-inch SECUROCK Gypsum- Note 2 1 per 1.8 ft2 UltraPly TPO SA, self -adhered -82.5 min. 2,500 psi structural concrete combination, loose laid Fiber Roof Board NEMO ETC, LLC Certificate of Authorization #32455 @2019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 945-3875 Evaluation Report F8970.02.08-RI5 for FL10264-RIS Revision 15: 09/23/2020 Appendix 1, Page 25 of 63 EM NEMOletc. System Deck Base Insulation Layer Top Insulation Layer MDP No. (Note 1) 1 (Note 13) Roo Cover (Note 15) (Psf) Type Fasten (Note 11) Attach SC-177. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 1.5-inch ISO 95+ GIL Note 2 1 per 1.3 ft2 UltraPly TPO SA, self -adhered -90.0 or min. 2,500 psi structural concrete any combination, loose laid SC-178. Min. 22 ga., type B, Grade 33 steel (Optional) One or more layers, Min. 2-inch ISO 95+ GIL Note 2 1 per 1.0 ft2 UltraPly TPO SA, self -adhered -90.0 or min. 2,500 psi structural concrete any combination, loose laid MIT!' System Deck Vapor & Air Attach No. (Note 1) Barrier Insulation (Note 13) Roof Cover 7 Fasten (Note 11) Density Pattern Min. 22 ga., type B, Grade 33 steel or Min. One or more layers, Firestone Heavy Duty Fasteners or Max. 18-inch o.c. in rows UltraPly TPO bonded to UltraPly TPO InvisiWeld SC-179. 2,500 psi structural None any combination, Firestone Concrete Drive (concrete only) max. 60-inch o.c. 'le Plate Plates with RhinoBond Portable Plate Bonding -30.0 concrete preliminarily attached and UltraPly TPO InvisiWeld Plates Tool and weighted RhinoBond Cooling Clamps. Min. 22 ga,, type B, Grade 33 steel or Min. One or more layers, Firestone Heavy Duty Fasteners or Max. 12-inch o.c. in rows UltraPly TPO bonded to UltraPly TPO InvisiWeld SC-180. 2,500 psi structural None any combination, Firestone Concrete Drive (concrete only) max. 60-inch o.c. Plates with RhinoBond Portable Plate Bonding -45.0 preliminarily attached and UltraPly TPO InvisiWeld Plates Tool and weighted RhinoBond Cooling Clamps. concrete Min, 22 ga., type B, Grade 33 steel or Min. One or more layers, Firestone Heavy Duty Fasteners or Max. 6-inch o.c. in rows max. UltraPly TPO bonded to UltraPly TPO InvisiWeld SC-181. 2,500 psi structural None any combination, Firestone Concrete Drive (concrete only) 60-inch o.c. Plates with RhinoBond Portable Plate Bonding -82.5 preliminarily attached and UltraPly TPO InvisiWeld Plates Tool and weighted RhinoBond Cooling Clamps. concrete Min. 22 ga., type B, Grade 33 steel or Min. One or more layers, Firestone Heavy Duty Fasteners and 1 per 5.3 ft2 (6 parts per 4x8 UltraPly TPO bonded to UltraPly TPO InvisiWeld SC-182. 2,500 psi structural None any combination UltraPly TPO InvisiWeld Plates ft board) Per FM LPDS 1-29 Plates with RhinoBond Portable Plate Bonding -45.0* concrete Tool and weighted RhinoBond Cooling Clamps. V- Force with Min, 22 ga., type B, 50 min. 3-inch side Min. 2.5-inch ISO 95+ GL, RESISTA or Firestone Heavy Duty Fasteners and I per 4.0 ft' (8 parts per 4x8 UltraPly TPO bonded to UltraPly TPO InvisiWeld SC-183. ksi steel laps self -adhered ISOGARD HD UltraPly TPO InvisiWeld Plates It board) in a 24 x 24-inch Plates with RhinoBond Portable Plate Bonding -52.5 to top flanges of Composite grid Tool and weighted RhinoBond Cooling Clamps. steel deck Min. 0.25-inch SECUROCK Gypsum -Fiber Min. 2,5-inch ISO 95+ Min. 22 ga., type B, 50 Roof Board GL, RESISTA or Firestone Heavy Duty Fasteners and 1 per 4.0 ft' (8 parts per 48 UltraPly TPO bonded to UltraPly TPO InvisiWeld SC-184. ksi steel followed by V- ISOGARD HD UltraPly TPO InvisiWeld Plates ft board) in a 24 x 24-inch Plates with RhinoBond Portable Plate Bonding -515 Force with min. Composite grid Tool and weighted RhinoBond Cooling Clamps, 3-inch side laps self -adhered I NEMO ETC, LLC Evaluation Report F8970.02.08-R15 for FL10264-RI5 Certificate of Authorization #32455 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 15: 09/23/2020 (D2019, NEMO ETC, LLC Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Appendix 1, Page 26 of 63 ONEMOjetc. --- - - - ------- Insulation (Note 13) - - ---- Fasten (Note 11) Grade 33 steel or Min. One or more layers, Firestone Heavy Duty Fasteners and lates with RhinoBond Portable Plate Bonding 2,500 psi structural any combination UltraPly TPO InvisiWeld Plates ool and weighted RhinoBond Cooling Clamps. concrete III III Firestone Heavy Duty Fasteners with Min. 22 ga., type B, alternating Rows of: Grade 33 steel or One or more l, ayers 1.) Firestone UltraPly TPO InvisivVeld late with RhmoBond Porta bBo le P late nding 2,500 psi structural any combination P te Tool and weighted RhinoBond Cooling a concrete 2'a) Firestone Insulation Fastening Plates I Min. 22 ga., type B, Grade 33 steel or Min. One or more layers, Firestone Heavy Duty Fasteners and 1 per 2.7 ft' (12 parts per 48 Plates with RhinoBond Portable Plate Bonding 2,500 psi structural any combination UltraPlyTPO InvisiWeld Plates ft board) Per FM LPDS 1-29 Tool and weighted RhinoBond Cooling Clamps. concrete Min. 22 ga., type B, Grade or•laye more Firestone Heavy Duty Fasteners and I per 2.0 ft' (16 parts per 4x8 2,500 psi structural combination Ultraply TPO I nvisiWeld Plates ft board) Per FM LPDS 1-29 concrete km I System Deck Insulation (Note 13) Roof Cover MDP por & Air Barrier (Psf) Type Attach Membrane Fasten (Note 11) Attach Min, 1.5-inch thick, Firestone HD Fasteners or Firestone 18-inch o.c. within 6-inch wide laps SC-189. 33 steel or min. 2,500 psi None one or more layers, Prelim. attached UltraPly Concrete Drive (concrete only) with spaced 72-inch o.c. Laps sealed -30.0 structural concrete any combination TPO Firestone HD Seam Plates or with 1,5-inch heat weld. UltraPly TPO Barbed Seam Plates Min, 1,5-inch thick, 18-inch o.c. within 6-inch wide laps SC-190. Min. 22 ga., type B. Grade None one or more layers, Prelim. attached UltraPly Firestone HD Plus Fasteners with spaced 90-inch o.c. Laps sealed -30.0 33 steel 1 any combination TPO Firestone HD Plus Seam Plates with 1.5-inch heat weld. Min. 22 ga,, type B, Grade Min. 1,S-inch thick, UltraPly Firestone HD Fasteners with 12-inch o.c, within 6-inch wide laps SC-191. None one or more layers, Prelim. attached spaced 114-inch o.c. Laps sealed -30.0 33 steel any combination TPO Firestone HD Seam Plates with 1.5-inch heat weld. (Optional for Min. 22 ga., type B, Grade Recover) Min. 0.5- Firestone HD Fasteners or Firestone 6-inch o.c. within 6-inch wide laps SC-192. 33 steel or min. 2,500 psi None inch thick, one or Prelim. attached UltraPly Concrete Drive (concrete only) with spaced 114-inch o.c. Laps sealed -30.0 structural concrete more layers, any TPO XR Firestone HD Seam Plates with 1.5-inch heat weld. combination NEMO ETC, LLC Certificate of Authorization #32455 (K)2019, NEMO ETC, LLC 7 Ta EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R1S for FL10264-RIS Revision 15: 09/23/2020 Appendix 1, Page 27 of 63 1 System Deck Insulation (Note 13) Roof Cover SDP No. (Note 1) por & Air Barrier (Psf) Type Attach Rflembrane Fasten (Note 11) Attach Min. 22 ga., type B, Grade Min. 1.5-inch thick, Firestone HD Plus Fasteners (steel 12-inch o.c, within 6-inch wide laps SC-193. 33 steel or min. 2,500 psi None one or more layers, Prelim. attached UltraPly only) or Firestone Concrete Drive spaced 142-inch o.c. Laps sealed -30.0 structural concrete any combination TPO (concrete only) with Firestone HD with 1.5-inch heat weld. Plus Seam Plates Min. 22 ga., type B, Grade Firestone HD Plus Fasteners (steel 18-inch o.c. within 6-inch wide laps 80 steel or min. 20 ga., Min, 1.5-inch thick, UltraPly only) or Firestone Concrete Drive spaced 90-inch o.c. Laps sealed SC-194. type B, Grade 33 steel or None one or more layers, Prelim. attached TPO (concrete only) with Firestone HD with 5-inch heat weld that -37.5 min. 2,500 psi structural any combination Plus Seam Plates encapsulates plates. concrete Min. 1.5-inch thick, 12-inch o.c. within 6-inch wide laps SC-195, Min. 22 ga., type E, Grade None one or more layers, Prelim. attached UltraPly Firestone HD Plus Fasteners with spaced 90-inch o.c. Laps sealed -37.5 33 steel any combination TPO Firestone HD Plus Seam Plates with 1.5-inch heat weld. Min. 1.5-inch thick, 12-inch o.c. within 6-inch wide laps SC-196. Min. 22 ga., type B, Grade None one or more layers, Prelim. attached UltraPly Firestone HD Plus Fasteners with spaced 114-Inch o.c. Laps sealed -37.5 33 steel any combination TPO Firestone HD Plus Seam Plates with 1,5-inch heat weld. Min. 2-inch ISO 95+ Note 2 (HD only) 1 Min. 22 ga., type 8, 60 ksi V-Force with min. 3-inch GL RESISTA or per 5.3 ft' UltraPly Firestone HD Fasteners with 12-inch o.c. within 6-inch wide laps SC-197. steel side laps self -adhered to IS�GARD HD 24x36-inch grid, 12- TPO Firestone HD Seam Plates spaced 142-inch o.c. Laps sealed -37.5 top flanges of steel deck inch from board with 1.5-inch heat weld. Composite edges Min. 22 ga., type B, Grade Min, 1.5-inch thick, Firestone HD Fasteners or Firestone 12-inch o.c. within 6-inch wide laps SC-198, 33 steel or min. 2,500 psi None one or more layers, Prelim. attached UltraPly Concrete Drive (concrete only) with spaced 72-inch o.c. Laps sealed -45.0 structural concrete any combination TPO Firestone HD Seam Plates or with 1,5-inch heat weld. UltraPly TPO Barbed Seam Plates Min. 22 ga., type B, Grade 80 steel or min. 20 ga,, Min. 1.5-inch thick, Firestone HD Fasteners or Firestone 12-inch o.c. within 6-inch wide laps SC-199. type B, Grade 33 steel or None one or more layers, Prelim. attached UltraPly Concrete Drive (concrete only) with spaced 90-inch o.c. Laps sealed -45.0 min. 2,500 psi structural any combination TPO Firestone HD Seam Plates with 1.5-inch heat weld. concrete Firestone HD Plus Fasteners (steel Min. 22 ga., type B, Grade Min. 0.5-inch thick, 12-inch o.c. within 6-inch wide laps SC-200. 33 steel or min. 2,500 psi None one or more layers, Prelim. attached UltraPly only) or Firestone Concrete Drive spaced 90-inch o.c. Laps sealed -45.0 structural concrete any combination TPO (concrete only) with Firestone HD with 1.5-inch heat weld. Plus Seam Plates Min. 22 ga., type B, Grade Firestone HD Fasteners or Firestone 12-inch o.c. within 6-inch wide laps 80 steel or min. 20 ga., Min. I.S-inch thick, Concrete Drive (concrete only) with SC-201. type B, Grade 33 steel or None one or more layers, Prelim. attached UltraPly Firestone HD Seam Plates or spaced 90-inch o.c. Laps sealed -45.0 min. 2,500 psi structural any combination TPO UltraPly TPO Wide Weld Seam with 5-inch heat weld that encapsulates plates. concrete Plates NEMO ETC, LLC Certificate of Authorization #32455 02019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-RI5 for FL10264-RIS Revision 15: 09/23/2020 Appendix 1, Page 28 of 63 2 Em H M.... MEMEgi System Deck Insulation (Note 13) Roof Cover MDP No. {Note 1) Vapor & Air Barrier (Psf) Type Attach Membrane Fasten (Note 11) Attach Min. 22 ga., type B, Grade Firestone HD Plus Fasteners (steel 80 steel or min. 20 ga,, Min. 1.5-inch thick, 12-inch o.c. within 6-inch wide laps SC-202. type B, Grade 33 steel or None one or more layers, Prelim. attached UltraPly only) or Firestone Concrete Drive spaced 114-inch o.c. Laps sealed -45.0 min. 2,500 psi structural any combination TPO (concrete only) with Firestone HD with 1.5-inch heat weld. Plus Seam Plates concrete Min. 22 ga,, type B, Grade Firestone HD Plus Fasteners (steel 12-inch o.c. within 6-inch wide laps 80 steel or min. 20 ga., Min. 1.5-inch thick, UltraPly only) or Firestone Concrete Drive spaced 114-inch o.c. Laps sealed SC-203. type B, Grade 33 steel or None one or more layers, Prelim. attached TPO (concrete only) with Firestone HD with 5-inch heat weld that -45.0 min. 2,500 psi structural any combination Plus Seam Plates or UltraPly TPO encapsulates plates. concrete Wide Weld Seam Plates V-Force with min. 3-inch Min. 0.5-inch ISO 95+ Note 2 (HD only) 12-inch o.c. within 6-inch wide laps SC-204� Min. 22 ga., type B, 60 ksi side laps self -adhered to GL, RESISTA or I per 8 ft' UltraPly Firestone HD Fasteners with spaced 114-inch o.c. Laps sealed -45.0 steel top flanges of steel deck ISOGARD HD 2472-inch grid TPO Firestone HD Seam Plates with 1.5-inch heat weld. Min. 22 ga., type B, Grade Min, 1.5-inch thick, Firestone HD Fasteners or Firestone 6-inch o.c. within 6-inch wide laps UltraPly Concrete Drive (concrete only) with SC-205. 33 steel or min. 2,500 psi None one or more layers, Prelim. attached TPO Firestone HD Seam Plates or spaced 72-inch o.c. Laps sealed -52.5 structural concrete any combination with 1.5-inch heat weld. UltraPly TPO Barbed Seam Plates Min. 22 ga., type B, Grade Min. 0.5-inch thick, Firestone HD Fasteners or Firestone 6-inch o.c. within 6-inch wide laps SC-206. 33 steel or min. 2,500 psi None one or more layers, Prelim. attached UltraPly Concrete Drive (concrete only) with spaced 114-inch o.c. Laps sealed -52.5 structural concrete any combination TPO Firestone HD Seam Plates with 1.5-inch heat weld. Min. 0.25-inch SECUROCK Gypsum -Fiber Note 2 (HD only) 12-inch o.c. within 6-inch wide laps SC-207. Min. 22 ga., type B, 50 ksi Roof Board followed by Min. 3-inch ISO 95+ 1 per 4.0 ft2 UltraPly Firestone HD Fasteners with spaced 114-inch o.c. Laps sealed -52.5 steel GL or RESISTA TPO Firestone HD Seam Plates V-Force with min. 3-inch 24x24-inch grid with 1.5-inch heat weld. side laps self -adhered Note 2 (HD only) 1 Min. 22 ga., type B, 60 ksi V-Force with min. 3-inch Min. 0.5-inch ISO 95+ per 5.3 ft UltraPly Firestone HD Fasteners with 12-inch o.c, within 6-inch wide laps SC-208. steel side laps self -adhered to GL, RESISTA or 24x36-inch grid, 12- TPO Firestone HD Seam Plates spaced 142-inch o.c. Laps sealed -52,5 top flanges of steel deck ISOGARD HD inch from board with 1.5-inch heat weld. edges Min. 22 ga., type B, Grade Min. 1.5-inch thick, Firestone HD Fasteners or Firestone 6-inch o.c. within 6-inch wide laps SC-209. 80 steel or min. 2,500 psi None one or more layers, Prelim. attached UltraPly Concrete Drive (concrete only) with spaced 142-inch o.c. Laps sealed -52.5 structural concrete any combination TPO Firestone HD Seam Plates with 1.5-inch heat weld. Min. 22 ga,, type B, 50 ksi Min, 0.5-inch thick, UltraPly Firestone HD Fasteners with 6-inch o.c. within 7-inch wide laps SC-210, steel None one or more layers, Prelim. attached TPO Firestone HD Seam Plates spaced 89-inch o.c. Laps sealed -60.0 any combination with 1.5-inch heat weld. NEMO ETC, LLC Certificate of Authorization #32455 02019, NEMO ETC, LLC 7 T" EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 29 of 63 R 7Insulation,e System Deck (Not 13) Roof Cover MDIP No. (Note 1) 1) Vapor& Air Barrier (Psf) Typ Type Attach Membrane Fasten (Note 11) Attach Min. 0.5-inch thick, UltraPly 6-inch o.c. within 6-inch wide laps SC-211. Min. 22 ga., type B, 50 ksi None one or more layers, Prelim. attached TPO, min. Firestone HD Fasteners with spaced 114-inch o.c. Laps sealed -60.0 steel any combination nominal Firestone HD Seam Plates with 1.5-inch heat weld. 60-mil Min. 22 ga., type B, Grade Min. 1.5-inch thick, Firestone HID Plus Fasteners (steel 6-inch o.c. within 6-inch wide laps SC-212, 33 steel or min. 2,500 psi None one or more layers, Prelim. attached UltraPly only) or Firestone Concrete Drive spaced 142-inch o.c. Laps sealed -60.0 structural concrete any combination TPO (concrete only) with Firestone HD with 1.5-inch heat weld. Plus Seam Plates Min. 22 ga., type B, Grade Min. 0.5-inch thick, Firestone HD Plus Fasteners (steel 6-inch o.c. within 6-inch wide laps SC-211 33 steel or min. 2,500 psi None one or more layers, Prelim. attached UltraPly only) or Firestone Concrete Drive spaced 114-inch o.c. Laps sealed -67.5 structural concrete any combination TPO (concrete only) with Firestone HD with 1.5-inch heat weld. Plus Seam Plates Firestone HD Plus Fasteners (steel 6-inch o.c. within 6-inch wide laps Min. 22 ga., type B, Grade Min. 1.5-inch thick, UltraPly only) or Firestone Concrete Drive spaced 90-inch o.c. Laps sealed SC-214. 33 steel or min. 2,500 psi None one or more layers, Prelim. attached TPO (concrete only) with Firestone HID with 5-inch heat weld that -82.5 structural concrete any combination Plus Seam Plates encapsulates plates. Min. 3-inch ISO 95+ Note 2 (FID only) 1 Min. 22 ga., type B, 60 ksi Two (2) layers, V-Force GIL RESISTA or per 53 ft' UltraPly Firestone HD Fasteners with 12-inch o.c. within 6-inch wide laps SC-215. steel with min. 3-inch side laps K�ARD HD 24x36-inch grid, 12- TPO Firestone HD Seam Plates spaced 142-inch o.c. Laps sealed -82.5 self -adhered inch from board with 1.5-inch heat weld. Composite edges Min. 22 ga., type B, Grade Firestone HD Plus Fasteners (steel 6-inch o.c. within 6-inch wide laps 80 steel or min. 20 ga., Min. 1.5-inch thick, UltraPly only) or Firestone Concrete Drive spaced 90-inch o.c. Laps sealed SC-216, type B, Grade 33 steel or None one or more layers, Prelim. attached TPO (concrete only) with Firestone HID with 5-inch heat weld that -90.0 min. 2,500 psi structural any combination Plus Seam Plates encapsulates plates. concrete System Deck Insulation (Note 13) Roof Cover MDP No. (Note 1) Type Attach Membrane Fasten (Note 11) Attach (psf) Min. 22 ga., type B, Grade 33 steel or Min. 1.5-inch thick, one or Prelim. Firestone HD Fasteners or Firestone Fasteners 12-inch o.c. through batten within 6-inch wide laps SC-217. min. 2,500 psi more layers, any combination attached UltraPly TPO Concrete Drive (concrete only) with spaced 90-inch o.c. Laps sealed with 5-inch heat weld that -30.0 structural concrete Firestone Polymer Batten Strip encapsulates batten. Min. 22 ga., type B, Prelim. Firestone HD Plus Fasteners with Fasteners 12-inch o.c. through batten within 6-inch wide laps SC-218. Grade 33 steel Min. 1.5-inch thick ISO 95+GL attached UltraPly TPO Firestone Coiled Metal Batten Strip spaced 142-inch o.c. Laps sealed with 5-inch heat weld that -30.0 encapsulates batten. NEMO ETC, LLC Certificate of Authorization #32455 (K)2019, NEMO ETC, LLC 7 T' EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 945-3875 Evaluation Report F8970.02.08-R15 for FL10264-1115 Revision 15: 09/23/2020 Appendix 1, Page 30 of 63 System Deck Insulation (Note 13) Roof Cover MCIP No. (Note 1) Type Attach Membrane Fasten (Note 11) Attach (Psf) Fasteners 12-inch o.c. through batten within 6-inch wide laps SC-219� Min. 22 ga., type B, Min. 1.5-inch thick, one or Prelim. UltraPly TPO Firestone HD Fasteners with Firestone spaced 90-inch o.c. Laps sealed with 5-inch heat weld that -37,5 Grade 33 steel more layers, any combination attached Coiled Metal Batten Strip encapsulates batten. UltraPly QuickSeam R.M.A. Strips are applied over the Min. 22 ga., type B, UltraPly QuickSeam R.M.A. Strips with insulation spaced 72-inch o.c. The batten is centered over SC-220. Grade 33 steel or Min. 1.5-inch thick, one or Prelim. UltraPly TPO Firestone HD Fasteners or Firestone each strip and fastened 12-inch o.c. Roof cover adhered to -37.5 min. 2,500 psi more layers, any combination attached Concrete Drive (concrete only) with each strip by first priming with Single -Ply QuickPrime Primer structural concrete Firestone Polymer Batten Strip at the strip location, then rolling into place with a hand roller. Min. 22 ga., type B, Grade 80 steel or Firestone HD Pius Fasteners (steel only) or Fasteners 12-inch o.c. through batten within 6-inch wide laps SC-221. min, 20 ga., type 8, Min. 1,5-inch thick, one or Prelim. UltraPly TPO Firestone Concrete Drive (concrete only) spaced 90-inch o.c. Laps sealed with 5-inch heat weld that -45.0 Grade 33 steel or more layers, any combination attached with Firestone Coiled Metal Batten Strip encapsulates batten. min. 2,500 psi structural concrete UltraPly QuickSeam R.M.A. Strips are applied over the Min. 22 ga., type B, UltraPly QuickSeam R.M.A, Strips with insulation spaced 120-inch o.c. The batten is centered over SC-222. Grade 33 steel or Min. 1.5-inch thick, one or Prelim. UltraPly TPO Firestone HD Fasteners with Firestone each strip and fastened 6-inch o.c. Roof cover adhered to -45.0 min. 2,500 psi more layers, any combination attached Coiled Metal Batten Strip each strip by first priming with UltraPly TPO QuickPrime at structural concrete the strip location, then rolling into place with a hand roller. Min, 22 ga., type B, Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-223. Grade 80 steel or Min. 1.5-inch thick, one or Loose Laid Ultra Ply TPO Firestone HD Fasteners with Firestone spaced 142-inch o.c. Laps sealed with 5-inch heat weld that -52.5 min. 2,500 psi more layers, any combination Coiled Metal Batten Strip encapsulates batten. structural concrete Min, 22 ga., type B, Grade 80 steel or Firestone HD Fasteners or Firestone Fasteners 6-inch o.c. through batten in field of the roof min, 20 ga., type B, Min. 1.5-inch thick, one or Prelim. Concrete Drive (concrete only) with spaced 144-inch o.c. Battens sealed with 5-inch wide cover SC-224. Grade 33 steel or more layers, any combination attached UltraPly TPO Firestone Batten Strip or Coiled Metal strip, with 1.5-inch heat weld on each side of the strip or by -60.0 min. 2,500 psi Batten Strip applying Firestone TPO QuickSeam Flashing atop batten. structural concrete Min. 22 ga., type B, Grade 80 steel or min, 20 ga., type B, Min. 1.5-inch thick, one or Prelim. Firestone HD Fasteners or Firestone Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-225. Grade 33 steel or more layers, any combination attached UltraPly TPO Concrete Drive (concrete only) with spaced 114-inch o.c. Laps sealed with 5-inch heat weld that -60.0 min. 2,500 psi Firestone Polymer Batten Strips encapsulates batten, structural concrete Min. 22 ga., type B, Min. 1.5-inch thick, one or Prelim. Firestone HD Plus Fasteners with Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-226. Grade 33 steel more layers, any combination attached UltraPly TPO Firestone Coiled Metal Batten Strip spaced 142-inch o.c. Laps sealed with 5-inch heat weld that -60.0 encapsulates batten. NEMO ETC, LLC Certificate of Authorization #32455 @2019, MEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RIS Revision 15: 09/23/2020 Appendix 1, Page 31 of 63 NEMO I etc. System Deck Insulation (Note 13) Roof Cover MCIP No. (Note 1) Type Attach Membrane Fasten (Note 11) Attach (psf) Min, 22 ga., type B, Firestone HD Fasteners or Firestone Grade 33 steel or Min. 1.5-inch thick, one or Prelim. Concrete Drive (concrete only) with Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-227. min. 2,500 psi more layers, any combination attached UltraPly TPO Firestone Coiled Metal Batten Strip or spaced 90_i nch o.c. Laps sealed with 5-inch heat weld that -6T5 structural concrete Firestone Polymer Batten Strip encapsu lates batten. Min. 22 ga., type B, Min. 1.5-inch thick, one or Prelim. Firestone HD Plus Fasteners with Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-228. Grade 33 steel more layers, any combination attached UltraPly TPO Firestone Coiled Metal Batten Strip spaced 114-inch o.c. Laps sealed with 5-inch heat weld that -67.5 encapsulates batten. Min. 22 ga., type B, Firestone HD Fasteners or Firestone Grade 80 steel or Concrete Drive (concrete only) with min. 20 ga., type B. Min. 1.5-inch thick, one or Prelim, Firestone Batten Strip or Coiled Metal Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-229. Grade 33 steel or more layers, any combination attached UltraPly TPO Batten Strip or Firestone HD Plus spaced 114-inch o.c. Laps sealed with 5-inch heat weld that -75.0 min. 2,500 psi Fasteners (steel only) or Firestone encapsulates batten. structural concrete Concrete Drive (concrete only) with Firestone Polymer Batten Strip Min. 22 ga., type B, Firestone HD Plus Fasteners (steel only) or Grade 33 steel or Min. 1.5-inch thick, one or Prelim, Firestone Concrete Drive (concrete only) Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-230. min. 2,500 psi more layers, any combination attached UltraPly TPO with Firestone Batten Strip or Coiled spaced 90-inch o.c. Laps sealed with 5-inch heat weld that -82.5 structural concrete Metal Batten Strip encapsulates batten. Min. 22 ga., type B, Min. I.S-inch thick, one or Firestone HD Plus Fasteners (steel only) Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-231. Grade 80 steel more layers, any combination Loose Laid UltraPlyTPO with Firestone W Polymer Batten Strips spaced 68-inch o.c. Laps sealed with 5-inch heat weld that -82.5 encapsulates battens. Min. 22 ga., type B, Grade 80 steel or Min. 1.5-inch thick, one or Prelim. Firestone HD Fasteners with Firestone Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-232, min. 20 ga., type B. more layers, any combination attached UltraPly TPO Coiled Metal Batten Strip spaced 90-inch o.c. Laps sealed with 5-inch heat weld that -90.0 Grade 33 steel encapsulates batten. Min. 22 ga., type B, Grade 80 steel or Firestone HD Plus Fasteners (steel only) min. 20 ga., type B, Min. 1.5-inch thick, one or Prelim. or Firestone Concrete Drive (concrete Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-233. Grade 33 steel or more layers, any combination attached UltraPly TPO only) with Firestone Batten Strip or Coiled spaced 90-inch o.c. Laps sealed with 5-inch heat weld that -97.5 min. 2,500 psi Metal Batten Strip encapsulates batten. structural concrete Min. 22 ga., type B, Firestone HD Plus Fasteners (steel only) Grade 33 steel or Min. 1.5-inch thick, one or Prelim, or Firestone Concrete Drive (concrete Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-234. min. 2,500 psi more layers, any combination attached UltraPly TPO only) with Firestone Coiled Metal Batten spaced 54-inch o.c. Laps sealed with 5-inch heat weld that -112.5 structural concrete Strip encapsulates batten. NEMO ETC, LLC Certificate of Authorization #32455 (02019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 32 of 63 (04 NEMO I etc. 0�0 4 Z, A - t0 "0 System Deck Insulation (Note 13) No. (Note 1) Fasten (Note 11) 0.5-inch Dens Deck, Dens Deck Prime or SECUROCK SC-235 Min. 22 ga., type B, Gyp5um-Fiber Roof Board Prelim. UltraPly TPO Firestone HD Plus Fasteners (steel only) 11 Grade 33 steel loose laid over min, 1.5-inch attached w ith Firestone Coiled Metal Batten Strip thick, one or more layers, any combination Lap Row: Fasteners 6-inch o.c. through battens within 6-inch -inch heat wide laps spaced 142-inch o,c. Laps sealed with 5 weld that encapsulates the batten. Min. 22 ga., type B, Min. 1.5-inch thick, one or Loose Laid UltraPly TPO Firestone HD Plus Fasteners (steel only) Field Row: Fasteners 6-inch o.c. through battens in one Grade 80 steel more layers, any combination with Firestone W Polymer Batten Strips intermediate row between laps. Batten strips covered withj 5-inch wide UltraPly TPO strips sealed on both sides with 1 5- inch heat weld. 1 MIN- MM '00 N4Z' W A 11"NOW-14" ON 7 'W'V02211*11 wnl INN 7 AW71r. M D (N Roof Cover (Note 15) Min. 22II ga.. UltraPly TPO XR / XR Stick, 12-inch Grade 33 st o.c. Ribbons centered between -37,5* 2,500 psi structura combination base sheet fastener rows concrete Min. 22 ga., type B, Min. 1-inch thick, one or 11 UltraPly TPO XR / XR Stick, 12-inch Grade 33 steel or min. more layers, any o.c. Ribbons placed atop stress 2,500 psi structural combination plates in base sheet fastener rows concrete 22type B, Min. 0.5-inch thick, one or Grade 33 steel or min. more layers, any UltraPly TPO XR / Hot asphalt -45.0* 2,500 psi structural combination concrete MEMO ETC, LLC Certificate of Authorization #32455 @2019, MEMO ETC, LLC 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report 1`8970.02.08-1315 for FL10264-R1S Revision 15: 09/23/2020 Appendix 1, Page 33 of 63 c-M kod R .:1 T MIN; : MO.! FORM 111111111111111M Base Insulation Layer Top Insulation Layer System Back - Primer Attach Roof Cover (Note 15) Type MOP YP (psf) (Notes 6,7,8) 6,7 , 8) —(Notes ULTRAPLYTIP0 SYSTEMS C-1 Min. 2,500 psi ASTM Min. 1.5-inch ISO 95+ GL Hot Asphalt (Optional) Tapered ISO 95+ GL Hot asphalt UltraPly TPO / UP -BA, LVOC- -180,0 structural concrete D41 or RESISTA BA-1168 C-2 Min. 2,S00 psi ASTM Min- 1.5-inch ISO 95+ GL with optional Tapered Hot Asphalt Min. 0.25-inch Dens Deck, Dens Deck Prime or SECUROCK Hot Asphalt UltraPly TPO / UP -BA -195.0 structural concrete D41 ISO 95+ GL Gypsum -Fiber Roof Board C-3 Min. 2,500 psi ASTM Min. 1.5-inch ISO 95+ GL with optional Tapered Hot Asphalt Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- Hot Asphalt UltraPly TPO / LVOC-BA- -195.0 structural concrete D41 Fiber Roof Board 1168 ISO 95+ GL C-4 Min. 2.500psi None Min. L5-inch ISO 95+ GL I.S.O. Spray R; (Optional) Additional layers of base insulation I.S.O. Spray R; UltraPly TPO / UP -BA, LVOC- -165.0 structural concrete or RESISTA I.S.O. Twin Pack I.S.C. Twin Pack BA-1168, LVOC-BA Min. 2,500 psi Min, 1.5-inch ISO 95+ GL I.S.O. Spray R; I.S.O. Spray R; UltraPly TPO / UP -BA, LVOC- structural structural concrete None or RESISTA I.S.O. Twin Pack, (Optional) Additional layers of base insulation I.S.C. Twin Pack, BA-1168 -240O 8-inch o.c. 8-inch o.c. Min. 2,500 psi I.S.O. Spray R; I.S.O. Spray R; UltraPly TPO / UP -BA, LVOC- None Min. 1.5-inch ISO 95+ GL I.S.O. Twin Pack, (Optional) Additional layers of base insulation I.S.O. Twin Pack, -285.0 structural structural concrete 4-inch o.c. 4-inch o.c, BA-1168 C-7 Min. 2,500 psi structural concrete None Min. 1.5-inch RESISTA S.C. Spray R; I.S.O. Twin Pack (Optional) Additional layers of base insulation I.S.O. Spray R; I.S.O. Twin Pack UltraPly TPO / WBBA-P -165.0 Min. 2,500 psi I.S.O. Spray R; I.S.C. Spray R; C-8 structural concrete None Min. 1.5-inch RESISTA I.S.O. Twin Pack, (Optional) Additional layers of base insulation I.S.O. Twin Pack, UltraPly TPO /WBBA-P -240.0 8-inch o.c. 8-inch o.c, Min. 2,500 psi I.S.O. Spray R; I.S.C. Spray R; C-9 structural concrete None Min. 1.5-inch RESISTA 1-5.0. Twin Pack, (Optional) Additional layers of base insulation I.S.O. Twin Pack, UltraPly TPO / WBBA-P -247,5 6-inch o.c. 6-inch o.c. Min. 2,500 psi I.S.O. Spray R; I.S.C. Spray R; UltraPly, / UP -BA, LVOC- None Min. 1.5-inch RESISTA I.S.O. Twin Pack, (Optional) Additional layers of base insulation I.S.O. Twin Pack, -360.0 structural structural concrete 6-inch o.c. 6-inch o.c. BA-1168, LVOC-BA C-11 Min. 2,500 psi None Min. 1-inch RESISTA I.S.O. Spray R; Min. 1-inch RESISTA I.S.C. Spray R; UltraPly TPO / LVOC-BA- -450.0 structural concrete I.S.O. Twin Pack I.S.O. Twin Pack 1168 C-12 Min. 2,500 psi None Min. 1.5-inch ISO 95+ GL �_S.O. Spray R; Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- I.S.C. Spray R; UltraPly TPO / UP -BA, LVOC- -127.5 structural concrete S.O. Twin Pack Fiber Roof Board I.S.O. Twin Pack BA-1168 C-13 Min. 2,500 psi one Min. 1.5-inch ISO 95+ GL I.S.O. Spray R; Min. 0.25-inch Dens Deck or SECUROCK Gypsum -Fiber I.S.O. Spray R; UltraPly TPO / UP -BA -157.5 structural concrete I.S.O. Twin Pack I Roof Board I.S.O. Twin Pack NEW ETC, LLC Certificate of Authorization #32455 @2019, MEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 34 of 63 ONEMOjetc. Insulation Layer Base Insulation Layer TopII Deck Roof Cover (No Attach ote 1) (Notes 6,7,8) Min. psi I.S.O. Spray R; Min, 0.25-inch Dens Deck Prime or SECUROCK Gypsum- i I.S.O. Spray R; UltraPly TPO UP -BA, LVOC- '500 structural concrete Min. 1.5-inch ISO 95+ OF I.S.O. Twin Pack, Fiber Roof Board I.S.O. Twin Pack, BA-1168 18-inch o.c. _8-inch o.c. S.0 - Spray R; kS.O. Spray R; 2,1 30" psi •8-inch Two layers min. 1.5-inch �ZO Tw n Pack, Min. 0.25-inch Dens Deck Prime orSECUROCK Gypsum- I.S.O. Twin Pack, UltraPly TPO UP -BA structural concrete ISO 95+ GL o.c, Fiber Roof Board 8-inch o.c. Min. 2, psi 1 I.S.O. Spray R; Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- I.S.O. Spray R; UltraPly TP*LVOC- structur concrete Min. 1.5-inch ISO 95+ GL I I.S.O. Twin Pack, Fiber Roof Board I.S.O+ Twin Pack, BA-1168 4-inch o.c. 4-mch o.c, Min, 2,500 psi Min. tw* layers min. 1.5- Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- �.S.O. Spray R; UltraPly TPO LVOC-BA- structural concrete inch ISO 95+ GI Fiber Roof Board S.OTwin Pac k 1168 in. 2,500 psi F-m one One or more layers, min. �.S.OSpray R; min. 0.5-inch ISOGARD HD LS.O. Spray R; UltraPly TPO WBBA-P -222.5 structural concrete 1.5-inch ISO 95+ GL S.O. Twin Pack I.S.O. Twin Pack Min. 2,500 psi One or more layers, min. I S 0. Spray R; I.S.O. Spray R; UltraPly TPO UP BA7 I= structural concrete I .5-inch 150 95+ GL I.S.O. Twin Pack Min. 0.5-inch ISOGARD HD 1,5,0. T in Pack LVOC-BA-1168 Min. 2,500 psi Min. 0.5-inch ISOGARD I.S.O. Spray R; None N/A UltraPly Ti!1*LVOC- structural concrete HD I.S.O. Twin Pack BA-1168, WBBA-P Min. 2,5si 00 p Min. 1.5-inch ISO 95+ GIL (Optional) Additional layers base insulatio n UltraPly TPO / UP- A, LVOC_ 0 structu I r BA-1168 Min. 2,Zo �P'i Min. 1.5-inch ISO 95+ L Min. 0,25-inch Dens Deck or SECUROCK Gypsum-Fibll er ,®,®�� struct ural concrete Roof Board Min. 2,500 psi Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- UltraPly TP# U?-6A, L�'#C- -240,0 o structural cncrete Min, 1.5-inch ISO 95+ GL Fiber Roof Board BA-1168 Min. 2,500 psi• Min. 1.5-inch ISO 95+ GL (Optional) Additional layers of �..tion UltraPly TPO UP -BA, LVOC� 11 structural concrete • or RESISTA BA-1168 Min. 2,500 psi Min, 1.5-inch RESISTA (Optional) Additional layers of base insulation UltraPly TPO WBBA-P structural concrete 0 0 p s iiiiiiiiiiii Min. 1.5-inch RESISTA r(Optional) Additional layers of base insulation I.S.O. Stick, 6- UltraPly TPO WBBA-P structural concrete inch o.c. Min. 2,500 psi Min. 1.5-inch RESISTA (Optional) Additional layers of base insulation LS.0, Stick, 6- UltraPly TPO UP -BA, LVOC- structural concrete inch o.c. BA-1168, LVOC-BA Min. 2,500 psi Min. 1-inch RESISTA Min. 1-inch RESISTA I,S�OStick UltraPly TPO LVOC-BA- -450O structural concrete• 1168 Min. 2,500 psi Min. 1.5-inc I Min. 0.25-inch Dens Deck, Dens Deck Prime or SECUROCK I.S.O. Stick UltraPly TPO UP -BA -150.0 structu Gypsum -Fiber Roof Board NEMO ETC, LLC Certificate of Authorization #32455 @2019, MEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 35 of 63 a Base Insulation Layer Top Insulation Layer System Deck Primer Roof Cover (Note 15) MOP Attach Attach No. (Note 1) Type Type (Psf) (Notes 6,7,8) (Notes 6,7,8) Min. 2,500 psi 0.2S-inch Dens Deck Prime or SECUROCK Gypsum- UltraPly TPO LVOC-BA- C-30 None Minn. , 1.5-inch ISO 95+ GL O. Stick I.S.O.I.S. I.S. O. Stick -1S0.0 structural concrete Fiber Roof Board 1168 Min. 2,500 psi Min. two layers min. 1.5- Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- UltraPly TPO LVOC-BA- C-31 None I.S.O. Stick I.S.O. Stick -262.5 structural concrete inch ISO 95+ GL Fiber Roof Board 1168 C-32 Min. 2,500 psi None One or more layers, min. I.S.O. Stick Min. O.S-inch ISOGARD HD I.S.O. Stick UltraPly TPO WBBA-P -247.5 structural concrete 1.5-inch ISO 95+ GL Min. 2,500 psi One or more layers, min. UltraPly TPO UP -BA, LVOC- C-33 structural concrete None 1.5-inch ISO 95+ GL I.S.O. Stick Min. O.S-inch ISOGARD HD I.S.O. Stick BA 1168 - 300.0 Min. 2,500 psi I.S.O. Stick, 6-inch I.S.C. Stick, 6- UltraPly TPO UP -BA, LVOC- C-34 structural concrete None Min. 1.5-inch RESISTA O.C. Min. 0.5-inch ISOGARD HD inch o.c. BA-1168, LVOC-BA -360,0 C-35 Min, 2,500 psi None Min, 0.5-inch ISOGARD I.S.O. Stick None N/A UltraPly TPO / UP -BA, LVOC- structural concrete HD BA-1168, WBBA-P -405.0 C-36 Min. 2,500 psi None Min. 1.5-inch RESISTA I.S.O. FIX 11, 6-inch (Optional) Additional layers of base insulation I.S.O. FIX 11, 6- UltraPly TPO VJBBA-P -247.5 structural concrete 0c. inch o.c. Min. 2,500 psi I.S.O. FIX 11, 6-inch LS.O. FIX 11, 6- UltraPly TPO UP -BA, LVOC- C-37 None Min. 1.5-inch RESISTA (Optional) Additional layers of base insulation -360.0 structural concrete QX� inch o.c. BA-1168, LVOC-B Min. 2,500 psi UltraPly TPO LVOC-BA- C-38 structural concrete None Min. 1-inch RESISTA I.S.O. FIX 11 Min. 1-inch RESISTA I.S.O. FIX 11 1168 -450.0 Min. 2,500 psi Min. two layers min. 1.5- Min.0.25-inch Dens Deck Prime or SECUROCK Gypsum- UltraPly TPO LVOC-BA- C-39 structural concrete None inch ISO 95+ GL I.S.O. FIX 11 Fiber Roof Board LS.O. FIX 11 1168 -262.5 C-40 Min. 2,500 psi None One or more layers, min. S.O. FIX 11 Min. 0.5-inch ISOGARD HD I.S.O. FIX 11 UltraPly TPO WBBA-P -135.0 structural concrete 1.5-inch 150 95+ GL C-41 Min. 2,500 psi None Min. 0.5-inch ISOGARD I.S.O. FIX 11, 4-inch None N/A UltraPly TPO WBBA-P -135.0 structural concrete HD O.C. Min. 2,500 psi Min. 0.5-inch ISOGARD I.S.O. FIX 11, 4-inch UltraPly TPO UP -BA, LVOC- C-42 None None N/A -247.5 structural concrete HD o.c. BA-1168 Min. 2,500 psi One or more layers, min. UltraPly TPO UP -BA, LVOC- C-43 None I.S.O. FIX 11 Min. O.S-inch ISOGARD HD I.S.O. FIX 11 -300�O structural concrete 1.5-inch ISO 95+ GLBA-1168 Min. 2,500 psi I.S.O. FIX 11, 6-inch I.S.O. FIX 11, 6- UltraPly TPO UP -BA, LVOC- C-44 None Min. 1.5-inch RESISTA Min. 0.5-inch ISOGARD HD -360�O I structural concrete O.C. inch o.c. BA-1168, LVOC-BA C-45 Min. 2,500 psi None Min, 0.5-inch ISOGARD I.S.O. FIX 11, 4-inch [None UltraPly TPO / LVOC-BA -360,O structural concrete I HD O.C. ULTRAPLY TIP0 XR SYSTEMS IN XR BONDING ADHESIVE NEMO ETC, LLC Certificate of Authorization #32455 @2019, MEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R1S for FL10264-R15 Revision 15: 09/23/2020 Appendix 1, Page 36 of 63 n Layer Deck Roof Cover (No (Note 1) (Notes 6,7,8) Min. 0.25-inch Dens Deck Min. 2,500 psi Prime or SECUROCK HotAsphalt I UltraPly TPO XR XR-BA ural concreter1 psum-Fiber Roof Board 1L Min. 2,500 psi One or two layers 1 Hot Asphalt Min. 0.25-inch Dens Deck Prime or SECUR• UltraPly TPO XR XR-BA structural concrete 1.5-inch ISO 95+ GL Fiber Roof Board Min. 2,500 psi Min. 1-mch ISO 95+ GL or Spray R; I (Optional) Additional layer of base insulation or min. 0.5- I.S.O. Spray R; i structural concrete RESISTA 1-5.0. Twin Pack; inch Tapered ISO 95+ GL or RESISTA I.S.C. Twin Pack; UltraPly TPO XR XR-BA I.S.O. Stick I.S.O. Stick M i n. 2, 5 0 0 p s iiiiiiiiiiiiii Min. 1-inch ISO 95+ GIL or i O. Spray R; Optional additional layers of base insulation or min. 0.5- structural concrete RESISTA I.S.C. Twin Pack; inch Taered ISO 95+ GL•r RESISTA followed by min.•0.5_ o p UltraPly TPO XR XR-BA I.S.O. Stick inch ISOGARD HD• Optional additional layers of base insulation or min. 0.5- Min. 2,500 psi ch ISO 95+ GL or inch Tapered ISO 95+ GL or RESISTA followed by Min. 0.25- I.S.0, Spray R; structural concrete inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof I.S.O. Twin Pac UltraPly TPO XR XR-BA Board Min. 2,500 psi tra y structural concrete RESISTA TPO XR Symms IN HoT ASPHALT (Option i' Min. 0.25-inch Dens Deck Min, 2,500 psi all Prime or SECUROCK i Hot Asphalt UltraPly TPO XR Hot structural concrete ASTM Gypsum -Fiber Roof Asphalt D41 Board -(Option Min. 2,500 psi al) Min. 1.5-inch ISO 95+ GIL (Optional) Additional layers of base insulation Hot asphalt UltraPly TPO XR Hot structural concrete ASTM Asphalt D41 ��, pOoAphalt None • l concrete D41 Asphalt Min. 2,500 psi =_ Min. 1.5-inch ISO 95+ GIL Hot Asphalt None UltraPly TPO XR Hot structural concrete Asphalt NEW ETC, LLC Certificate of Authorization #32455 @2019, MEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 945-3875 Evaluation Report F8970.02_08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 37 of 63 ONEMO I etc. Im I System Deck Base Insulation Layer Top Insulation Layer Type Attach Type Attach No. (Note 1) Primer Roof Cover (Note 15) IVIDP (Psf) (Notes 6,7,8) (Notes 6,7,8) (Option C-56 Min. 2,500 psi al) Min. 1.5-inch ISO 95+ GL Hot Asphalt Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- Hot Asphalt UltraPly TPO XR / Hot -457.5 structural concrete ASTM Fiber Roof Board Asphalt I D41 (option C-57 Min. 2,500 psi al) Two layers min. 1.5-inch Hot Asphalt Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- Hot Asphalt UltraPly TPO XR / Hot -300.0 structural concrete ASTM ISO 95+ GL Fiber Roof Board Asphalt D41 Optional additional layers of base insulation or min. 0.5- C-S8 Min. 2,500 psi None Min. 1-inch ISO 95+ GL or I.S.O. Spray R; inch Tapered ISO 95+ GL or RESISTA followed by Min. 0.25- I.S,O. Spray R; UltraPly TPO XR / Hot structural concrete RESISTA I.S.O. Twin Pack inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof I.S.O. Twin Pack Asphalt -390,0 Board Optional additional layers of base insulation or min. 0.5- C-59 Min. 2,500 psi None Min. 1-inch ISO 95+ GL or I.S.O. Stick inch Tapered 150 95+ GL or RESISTA followed by Min. 0.25- I.S.O. Stick UltraPly TPO XR / Hot -187.5 structuralconcrete RESISTA inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Asphalt I I I I Board ULTRAPLY TPO XR Symms IN I.S.O. SPRAY R OR XR Sna: C-60 Min. 2,500 si p None Min. 1-inch 150 95+ GL or I.S.C. Spray R; I.S.O. Twin Pack; (Optional) Additional layer of base insulation or min, 0.5- S.C. Spray R; S.O. Twin Pack; UltraPly TPO XR / I.S.0 -142.5 structural concrete RESISTA I.S,O. Stick inch Tapered ISO 95+ GL or RESISTA I.S.O. Stick -inc Spray R, XR Stick, 6h o.c. Min. 2,500 psi Min. 1-inch ISO 95+ GL or I.S.O. Spray R; (Optional) Additional layer of base insulation or min. 0.5- I.S.O. Spray R; UltraPly TPO XR / 1.5,0 C-61 structural concrete None RESISTA I.S.O. Twin Pack; inch Tapered ISO 95+ GL or RESISTA I.S.C. Twin Pack; Spray R, XR Stick, 4-inch o.c. -172.5 LS.O. Stick I.S.O. Stick (full coverage) Min. 2,500 psi Min. 1-inch ISO 9S+ GL or I.S.O. Spray R; Optional additional layers of base insulation or min. 0.5- I.S.O. Spray R; UltraPly TPO XR / I.S.O C-62 structural concrete None RESISTA I.S.O. Twin Pack; inch Tapered ISO 95+ GL or RESISTA followed by min. 0.5- I.S.O. Twin Pack; Spray R, XR Stick, 12-inch -45.0 I.S.O. Stick inch ISOGARD HD I.S.O. Stick O.C. Min. 2,500 psi Min. 1-inch ISO 95+ GL or I.S.C. Spray R; Optional additional layers of base insulation or min. 0.5- I.S.O. Spray R; UltraPly TPO XR / I.S.0 C-63 structural concrete None RESISTA I.S.O. Twin Pack; inch Tapered ISO 95+ GL or RESISTA followed by min. 0.5- I.S.O. Twin Pack; Spray R, XR Stick, 6-inch o.c, -82.5 I.S.O. Stick inch ISOGARD HD I.S.O. Stick Min. 2,500 psi Min. 1-inch ISO 95+ GL or I.S.C. Spray R; Optional additional layers of base insulation or min. 0.5- I.S.O. Spray R; UltraPly TPO XR / I.S.O C-64 structural concrete None RESISTA I.S.C. Twin Pack; inch Tapered ISO 95+ GL or RESISTA followed by min. 0.5- I.S.O. Twin Pack; Spray R, XR Stick, 4-inch o.c. -172.5 I.S.O. Stick inch ISOGARD HD I.S.O. Stick (full coverage) Optional additional layers of base insulation or min. 0.5- Min. 2,500 psi Min. 1-inch ISO 95+ GL or I.S.O. Spray R; inch Tapered 150 95+ GL or RESISTA followed by Min. 0.25- I.S.O. Spa R Y UltraPly TPO XR / I.S.O C-65 structuralS.O.S'o. concrete None RESISTA I.S.O. Twin Pack; inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Twin L- " Pack; Spray R, XR Stick, 12-inch 45.0 I.S.O. Stick Board I.S.O. k Stick O.C. NEMO ETC, LLC Certificate of Authorization #32455 @2019, MEMO ETC, LLC 7 T' EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-1115 Revision 15: 09/23/2020 Appendix 1, Page 38 of 63 2 Base Insulation Layer Top Insulation Layer System Deck Primer Roof Cover (Note 15) MDP (psf) Attach Attach No. (Note 1) Type Type (Notes 6,7,8) (Notes 6,7,8) I.S.O. Spray R; Optional additional layers of base insulation or min. 0,5- I.S.O. Spray R; C-66 Min. 2,500 psi None Min. 1-inch ISO 95+ GLor I.S.O. Twin Pack; inch Tapered ISO 95+ GL or RESISTA followed by Min, 0.25- I.S.O. Twin Pack; UltraPly TPO XR / I.S.O -60.0 structural concrete RESISTA I.S.O. Stick inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof I.S.O. Stick Spray R, XR Stick, 6-inch o.c. Board I.S.O. Spray R, Optional additional layers of base insulation or min. 0.5- I.S.O. Spray R; UltraPly TPO XR / LS.0 C-67 Min. 2,500 psi one Min. 1-inch ISO 95+ GL or ' I.S.O. Twin Pack; inch Tapered ISO 95+ GL or RESISTA followed by Min. 0.25- I.S.C. Twin Pack; Spray R, XR Stick, 4-inch o.c. -172.5 structural concrete RESISTA I.S.O. Stick inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof I.S.O. Stick (full coverage) Board I.S.O. Spray R; Optional additional layers of base insulation or min. 0,5- I.S.O. Spray R; UltraPly TPO XR / I.S.O C-68 Min. 2,500 psi None Min. 1-inch ISO 95+ GL or I.S.O. Twin Pack; inch Tapered ISO 95+ GL or RESISTA followed by min. 7/16- I.S.O. Twin Pack; Spray R, XR Stick, 12-inch -45.0 structural concrete RESISTA I.S.O. Stick inch APA or TECO rated OSB I.S.O. Stick o.c. Min. 1-inch OC FOAMULAR Thermapink C-69 Min. 2,500 psi None 25; Insuffoam I EPS or I.S.O. Spray R Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- I.S.O. Spray R UltraPly TPO XR / I.S.O. - 112.5 structural concrete min. 2-inch Dow Fiber Roof Board Spray R, XR Stick, 4-inch o.c. STYROFOAM DECKMATE Plus FA C-70 1 Min. 2 None (Optional) I.S.O. Spray R Min. 0.5-inch Dens Deck Prime I.S.O. Spray R 360.0 structural ISO 95+ GL ULTRAPLY TPO SA SYSTEMS: C-71 Min. 2,500 psi ASTM Min. 1.5-inch ISO 95+ GL Hot Asphalt (Optional) Tapered ISO 95+ GL Hot asphalt UltraPly TPO SA, self- -180.0 structural concrete D41 or RESISTA adhered Min. 2,500 psi ASTM Min, 1.5-inch ISO 95+ GL Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- UltraPly TPO SA, self- C-72 structural concrete D41 with optional Tapered Hot Asphalt Fiber Roof Board Hot Asphalt adhered -195.0 ISO 95+ GL C-73 Min. 2,500 psi None Min. 1.5-inch ISO 95+ GL I.S.O. Spray R,- (Optional) Additional layers of base insulation I.S.O. Spray R; UltraPly TPO SA, self- -165.0 structural concrete or RESISTA I.S.O. Twin Pack I.S.O. Twin Pack adhered Min. 2,500 psi Min. 1.5-inch ISO 95+ GL I.S.O. Spray R; I.S.O. Spray R; UltraPly TPO SA, self- C-74 None I.S.O. Twin Pack, (Optional) Additional layers of base insulation I.S.O. Twin Pack, -240,0 structural concrete or RESISTA 8-inch o.c. 8-inch o.c. adhered Min. 2,500 psi I.S.O. Spray R; 1.5-0. Spray R; UltraPly TPO SA, self- C-75 None Min. 1.5-inch ISO 95+ GL I.S.O. Twin Pack, (Optional) Additional layers of base insulation I.S.O. Twin Pack, -285-0 structural concrete 4-inch o.c. 4-inch o.c. adhered Min, 2,500 psi I.S.O. Spray R; I.S.O. Spray R; UltraPly TPO SA, self- C-76 None Min, 1.5-inch RESISTA I.S.O. Twin Pack, (Optional) Additional layers of base insulation I.S.O. Twin Pack, -360.0 structural concrete 6-inch o.c. 6-inch o.c. adhered NEMO ETC, LLC Certificate of Authorization #32455 @2019, NEMO ETC, LLC 7 T' EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 39 of 63 2 Base Insulation Layer Top Insulation Layer System No. Deck (Note 1) Primer Roof Cover (Note 15) MIDP (Psf) Type Attach Attach (Notes 6,7,8) Type (Notes 6,7,8) C-77 Min. 2,500 psi None Min. 1.5-inch ISO 95+ GIL Spray R; I.S.O..S.O. Min. 0,25-inch Dens Deck Prime I.S.O. Spray R; UltraPly TPO SA, self- -127.5 structural concrete Twin Pack I.S.O. Twin Pack adhered C-78 Min. 2,500 psi None Min. 1.5-inch ISO 95+ GL I.S.O. Spray R; Min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board I.S.O. Spray R; UltraPly TPO SA, self- -157.5 structural concrete I.S.O. Twin Pack I.S.O. Twin Pack adhered Min. 2,500 psi I.S.O. Spray R; Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- I.S.O. Spray R; � UltraPly TPO SA, self- C-79 structural concrete None Min. 1.5-inch ISO 95+ GL I.S.O. Twin Pack, Fiber Roof Board S I.S.O. Twin Pack, adhered -187.5 8-inch o.c. 8-inch o.c. Min. 2,500 psi Two layers min. 1.5-inch I.S.O. Spray R; Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- I.S.O. Spray R; UltraPly TPO SA, self - C-80 structural concrete None ISO 95+ GL ISO ... Twin Pack, Fiber Roof Board I.S.O. Twin Pack, adhered _19S.0 8-inch o.c. 8-inch o.c. Min. 2,500 psi I.S.O. Spray R; Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- I.S.O. Spray R; UltraPly TPO SA, self- C-81 structural concrete None Min. 1.5-inch ISO 95+ GL I.S.O. Twin Pack, Fiber Roof Board I.S.O. Twin Pack, adhered -247.5 4-inch o.c. 4-inch o.c. C-82 Min. 2,500 psi None One or more layers, min. I.S.O. Spray R; Min. 0.5-inch ISOGARD HID I.S.O. Spray R; UltraPly TPO SA, self- -247.5 structural concrete 1.5-inch ISO 95+ GL I.S.O. Twin Pack I.S.O. Twin Pack adhered C-83 Min. 2,500 psi None Min. 0.5-inch ISOGARD I.S.O. Spray R; None N/A UltraPly TPO SA, self- structural concrete HD I.S.O. Twin Pack adhered -300.0 C-84 Min. 2,500 psi None Min. 1.5-inch ISO 95+ GL CR-20 (Optional) Additional layers base insulation CR-20 UltraPly TPO SA, self- -270.0 structural concrete adhered C-85 Min. 2,500 psi None Min. 1.5-inch ISO 95+ GL CR-20 Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- CR-20 UltraPly TPO SA, self- -240.0 structuralconcrete Fiber Roof Board adhered C-86 Min, 2,500 psi None Min. 1.5-inch ISO 95+ GL Stick (Optional) Additional layers of base insulation I.S.O. Stick UltraPly UltraPlyTPO SA, self- -150.0 structural concrete or RESISTA adhered C-87 Min. 2,500 psi None Min. 1.5-inch RESISTA I.S.O. Stick, 6-inch (Optional) Additional layers of base insulation I.S.O. Stick, 6- UltraPly TPO SA, self- -360.0 structural concrete O.C. inch o.c. adhered C-88 Min. 2,500psi None Min. 1.5-inch ISO 95+ GL I.S.O. Stick Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- I.S.O. Stick UltraPly TPO SA, self- -150.0 structural concrete Fiber Roof Board adhered C-89 Min. 2,500 psi None One or more layers, min. I.S.O. Stick Min. 0.5-inch ISOGARD HID I.S.O. Stick UltraPly TPO SA, self- -300 structural concrete 1.5-inch ISO 95+ GL adhered C-90 Min. 2,500 psi None Min. 1.5-inch RESISTA I.S.O. Stick, 6-inch Min. 0.5-inch ISOGARD HD I.S.O. Stick, 6- UltraPly TPO SA, self- 360.0 structural concrete O.C. inch o.c. adhered C-91 Min. 2,500 psi None Min. 0.5-inch ISOGARD I.S.O. Stick None N/A UltraPly TPO SA, self- -405.0 structural concrete HD adhered C-92 Min. 2,500 psi None Min. 1.5-inch RESISTA I.S.O. FIX 11, 6-inch (Optional) Additional layers of base insulation I.S.O. FIX 11, 6- UltraPly TPO SA, self- -360.0 1 structural concrete I I I O.C. I I inch o.c. adhered I NEMO ETC, LLC Certificate of Authorization #32455 9)2019, NEMO ETC, LLC 7 T' EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report 1`8970.02.08-1115 for F1.10264-1115 Revision 15: 09/23/2020 Appendix 1, Page 40 of 63 (04 NEMO I etc. System Deck Roof Cover (Note 15) IMDP No. (Note 1) (psf) Primer Base Ply Application Top Ply Application C-96 Min. 2,500 psi structural concrete None None N/A UltraPly TPO XR XR Stick, 12-inch o.c. -97.5 C-97 Min. 2,500 psi structural concrete None None N/A UltraPly TPO XR XR Stick, 6-inch o.c. -150.0 C-98 Min. 2,500 psi structural concrete ASTM D41 None N/A UltraPly TPO XR XR-BA -180.0 C-99 Min. 2,500 psi structural concrete None None N/A UltraPly TPO XR XR-BA -360.0 C-100 Min. 2,500 psi structural concrete ASTM D41 None N/A UltraPly TPO XR Hot asphalt -382.5 C-101 Min. 2,500 psi structural concrete None None N/A UltraPly TPO XR I.S.O. Spray R, 4-inch o.c. -472.5 C-102 Min. 2,500 psi structural concrete None None N/A UltraPly TPO XR Hot asphalt -487.5 C-103 Min. 2,500 psi structural concrete ASTM D41 None N/A UltraPly TPO XR Hot asphalt -495.0 C-104 Min, 2,500 psi structural concrete ASTM D41 One or two plies Firestone Type IV (4) M or Type VI (6) M or one Hot asphalt UltraPly TPO XR I.S.O. Spray R, 4-inch o.c. -240.0 ply of MB Base, SBS Base, SBS PolyBase or SBS Premium Base C-105 Min. 2,500 psi structural concrete ASTM D41 One or two plies Firestone Type IV (4) M or Type VI (6) M or one Hot asphalt UltraPly TPO XR XR Stick, 4-inch o.c. -315.0 ply of MB Base, SBS Base, SBS PolyBase or SBS Premium Base C-106 Min. 2,500 psi structural concrete ASTM D41 One or two plies Firestone Type IV (4) M or Type VI (6) M or one Hot asphalt UltraPly TPO XR I.S.O. Spray R, 4-inch o.c. -360.0 I ply of MB Base, SBS Base, SBS PolyBase or SBS Premium Base MEMO ETC, U-C Certificate of Authorization #32455 C)2019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-RI5 for FL10264-R15 Revision 15: 09/23/2020 Appendix 1, Page 41 of 63 75111 9 MIN a a $,go WLayer on Base Insulation Coverboard SystemMIDP System Deck 4) Lightweight Concrete {Note Attach Attach Roof Cover (Note 15) Type I I d (psf) Type I I (Notes 6,7,8) (Notes 6,7,8) ULTRAPLYTPO SYSTEMS: Min. 350 psi, min. 2-inch thick Celcore MF Cellular LWC-1 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO I.S.O. Twin (Optional) Additional layer of base insulation I.S.O. Twin Ultra Ply TPO / UP -BA, concrete Admixture, with optional —inch thick, 1.0 pcf EPS holey 95+ GL Pack or min. 0.5-inch Tapered ISO 95+ GL Pack LVOC-BA-1168, LVOC-BA -217.5 board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular LWC-2 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch I.S.O. Twin (Optional) Additional layer of base insulation I.S.O. Twin Ultra Ply TPO / UP -BA, concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Pack or min. 0.5-inch Tapered RESISTA Pack LVOC-BA-1168, LVOC-BA -217�5 board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular (Optional) Min. LWC-3 Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered I.S.O. Twin I.S.O. Twin Ultra Ply TPO / UP -BA, concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or Pack Min. 2-inch ISOGARD HD Composite Pack LVOC-BA-1168, LVOC-BA -217.5 board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA Min, 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation LWC-4 Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO I.S.O. Twin or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin Ultra Ply TPO / UP -BA, concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or Pack RESISTA followed by min. O.S-inch ISOGARD Pack LVOC-BA-1168, LVOC-BA -217.5 board and surfacing of Celcore PVA Curing Compound. RESISTA HID Min. 350 psi, min, 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO I.S.O. Twin or min. 0.5-inch Tapered ISO 95+ GL or I.S.C. Twin Ultra Ply TPO / UP -BA, LWC-5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or Pack RESISTA followed by Min. 0.25-inch Dens Pack LVOC-BA-1168, LVOC-BA -217.5 board and surfacing of Celcore PVA Curing Compound. RESISTA Deck Prime or SECUROCK Gypsum -Fiber Roof Board Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation LWC-6 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch 150 I.S.O. Twin or min. O.S-inch Tapered ISO 95+ GL or I.S.O. Twin Ultra Ply TPO / UP -BA, concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or Pack RESISTA followed by min. 7/16-inch APA or Pack LVOC-BA-1168, LVOC-BA -217.5 board and surfacing of Celcore PVA Curing Compound. RESISTA TECO rated OSB Min. 350 psi, min. 2-inch thick Celcore MF Cellular LWC-7 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO I.S.O. Twin (Optional) Additional layer of base insulation I.S.O. Twin concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL Pack or min. 0.5-inch Tapered ISO 95+ GL Pack Ultra Ply TPO / WBBA-P -45�O board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular LWC-8 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch I.S.O. Twin (Optional) Additional layer of base insulation I.S.O. Twin concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Pack or min. 0.5-inch Tapered RESISTA Pack Ultra Ply TPO / WBBA-P -217.5 board and surfacing of Celcore PVA Curing Compound. NEMO ETC, LLC Certificate of Authorization #32455 @2019, MEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 42 of 63 ONEMOjetc. Base Insulation Layer Coverboard MDP System Deck Lightweight Concrete (Note 14) Attach Attach Roof Cover (Note 15) (Psf) No. (Note 1) Type (Notes 6,7,8) Type (Notes 6,7,8) Min. 350 psi, min. 2-inch thick Celcore ME Cellular (Optional) Min. LWC-9 Structural Concrete with Celcore HIS Rheology Modifying 0.5-inch Tapered I.S.C. Twin Min. 2-inch ISOGARD HD Composite I.S.O. Twin UltraPly TPO / WBBA-P -135�O concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or Pack Pack board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA Min. 350 psi, min. 2-inch thick Celcore ME Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO I.S.O. Twin or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin UltraPly TPO / WBBA-P _135.0 LWC-10 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or Pack RESISTA followed by min, 0.5-inch ISOGARD Pack board and surfacing of Celcore PVA Curing Compound. RESISTA HD - Optional additional layers of base insulation Min. 350 psi, min. 2-inch thick Celcore ME Cellular Min. 1.5-inch ISO . .5-inch Tapered ISO 95+ GL or or min0 LWC-11 Structural Concrete with Celcore HS Rheology Modifying 95+ GL or I.S.O. Twin RESISTA followed by Min. 0.25-inch Dens I.S.O. Twin UltraPly TPO WBBA-P -135.0 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Pack Deck Prime or SECUROCK Gypsum -Fiber Pack board and surfacing of Celcore PVA Curing Compound. I Roof Board Min. 350 psi, min. 2-inch thick Celcore MF Cellular Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO I.S.O. Stick (Optional) Additional layer of base insulation I.S.O. Stick UltraPly TPO UP -BA - 187.5 LWC-12 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GLr , min. 0.5-inch Tapered ISO 95+ GIL LVOC-BA-1168, LVOC� BA board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore ME Cellular Structural Concrete with Celcore HIS Rheology Modifying Min. 1-inch I.S.O.Stick (Optional) Additional layer of base insulation I.S.O. Stick UltraPly TPO / UP -BA ' -187.5 LWC-13 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA or min. 0.5-inch Tapered RESISTA LVOC-BA-1168, LVOC-BA board and surfacing of Celcore PVA Curing Compound. LWC-14 Structural Min. 200 psi, min. 2-inch thick Celcore, Elastizell, Min. 1.5-inch ISO I.S.O. Stick (Optional) Additional layers of base I.S.O. Stick UltraPly TPO UP -BA -225.0 concrete MearIcrete or Insulcel cellular LWIC. 95+ GL insulation Min. 350 psi, min. 2-inch thick Celcore ME Cellular (Optional) Min. LWC-15 Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered I.S.O. stick Min. 2-inch ISOGARD HD Composite I.S.O. Stick UltraPly TPO UP -BA, -187.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or LVOC-BA-1168, LVOC-BA board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA Min. 350 psi, min. 2-inch thick Celcore ME Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO 95+ GL I.S.O. Stick or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Stick UltraPly TPO / UP-BA,-187.5 LWC-16 concrete Admixture, with optional 1-inch thick, 1,0 pcf EPS holey or RESISTA followed by min, 0.5-inch ISOGARD LVOC-BA-1168, ILVOC� BA board and surfacing of Celcore PVA Curing Compound. RESISTA HD Optional additional layers of base insulation Min. 350 psi, min. 2-inch thick Celcore ME Cellular Min. 1.5-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or LWC-17 Structural Concrete with Celcore HIS Rheology Modifying 95+ GL or I.S.O. Stick RESISTA followed by Min. 0.25-inch Dens I.S.O. Stick UltraPly TPO / LIP -BA, -187.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Deck Prime or SECUROCK Gypsum -Fiber LVOC-BA-1168, LVOC-BA I I board and surfacing of Celcore PVA Curing Compound, I Roof Board NEMO ETC, LLC Certificate of Authorization #32455 (D2019, NEMO ETC, LLC 7 Tw EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02,08-R15 for FL10264-RIS Revision 15: 09/23/2020 Appendix 1, Page 43 of 63 Base Insulation Layer Coverboard System No. Deck (Note 1) Lightweight Concrete (Note 14) Roof Cover (Note 15) MDMD fpsf) I Attach Type Type (Notes 6,7,8) LWC-18 Structural Min. 200 psi, min. 2-inch thick Celcore, Elastizell, Min. 1.5-inch ISO Min. 0.25-inch Dens Deck Prime or concrete Mearlcrete or Insulcel cellular LWIC. 95+ GL I.S.O. Stick SECUROCK Gypsum -Fiber Roof Board I.S.O. Stick UltraPly TPO / UP -BA -225.0 Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or UltraPly TPO / LIP -BA, LWC-19 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or I.S.C. Stick RESISTA followed by min, 7/16-inch APA or I.S.C. Stick LVOC-BA-1168, LVOC-BA -187.5 board and surfacing of Celcore PVA Curing Compound. RESISTA TECO rated OSB Min. 350 psi, min. 2-inch thick Celcore MF Cellular Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO (Optional) Additional layer of base insulation LWC-20 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL i.S.o. stick or min. 0.5-inch Tapered ISO 95+ GL I.S.O. Stick UltraPly TPO / WBBA-P -45.0 board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular LWC-21 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch (Optional) Additional layer of base insulation concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA I.S.OStick . or min. 0.5-inch Tapered RESISTA I.S.O. Stick UltraPly TPO / WBBA-P -187.5 board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular (Optional) Min. Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered LWC-22 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or I.S.O. Stick Min. 2-inch ISOGARD HD Composite I.S.O. Stick UltraPly TPO / WBBA-P -135,0 board and surfacing of Celcore PVA Curing Compound, Tapered RESISTA Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min, 1.5-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or LWC-23 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or I.S.O. Stick RESISTA followed by min. 0.5-inch ISOGARD I.S.O. Stick UltraPly TPO / WBBA-P -135.0 board and surfacing of Celcore PVA Curing Compound. RESISTA HD Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or LWC-24 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or I.S.O. Stick RESISTA followed by Min. 0.25-inch Dens I.S.O. Stick UltraPly TPO / WBBA-P -135,0 board and surfacing of Celcore PVA Curing Compound. RESISTA Deck Prime or SECUROCK Gypsum -Fiber Roof Board Structural Min. 1.5-inch ISO LWC-25 Min. 200 psi, min. 2-inch thick Elastizell cellular LWIC. CR-20 (Optional) Additional layers base insulation CR-20 UltraPly TPO / UP BA -180.0 concrete 95+ GL LWC-26 Structural Min. 200 psi, min. 2-inch thick Celcore cellular LWIC. Min. 1.5-inch ISO CR-20 (Optional) Additional layers base insulation CR-20 UltraPly TPO / UP -BA -222.5 concrete 95+ GL LWC-27 Structural Min. 200 psi, min. 2-inch thick Mearlcrete cellular LWIC. Min. 1.5-inch ISO CR-20 (Optional) Additional layers base insulation CR-20 UltraPly TPO / UP -BA -240.0 concrete 95+ GL LWC-28 Structural Min. 200 psi, min. 2-inch thick Elastizell cellular LWIC. Min. 1.5-inch ISO CR-20 Min. 0.25-inch Dens Deck or SECUROCK CR-20 UltraPly TPO / UP -BA -180.0 I concrete 95+ GL Gypsum -Fiber Roof Board iLWC-29 Structural Min. 200 psi, min. 2-inch thick Celcore or Mearlcrete Min. 1.5-inch ISO Min. 0.25-inch Dens Deck or SECUROCK concrete cellular LWIC. 95+ GL CR-20 Gypsum -Fiber Roof Board CR-20 UltraPly TPO / UP -BA -195.0 NEW ETC, LLC Certificate of Authorization #32455 (K)2019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15; 09/23/2020 Appendix 1, Page 44 of 63 ONNEMO I etc. .® Base Insulation Layer Coverboard System Deck Lightweight Concrete (Note 14) Attach Roof Cover (Note 15) MDIP (psf) Attach No. (Note 1) Type (Notes 6,7,8) Type (Notes 6,7,8) LWC-30 Structural Min. 200 psi, min. 2-inch thick Elastizell cellular LWIC. Min. 1.5-inch ISO CR-20 Min. 0.25-inch Dens Deck Prime or CR-20 UltraPly TPO / UP -BA -180.0 concrete 95+ GL SECUROCK Gypsum -Fiber Roof Board LWC-31 Structural Min. 200 psi, min. 2-inch thick Celcore cellular LWIC. Min, 1.5-inch 150 CR-20 Min, 0.25-inch Dens Deck Prime or CR-20 UltraPly TPO / UP -BA -222.5 concrete 95+ GL SECUROCK Gypsum -Fiber Roof Board LWC-32 Structural Min. 200 psi, min. 2-inch thick Mearicrete cellular LWIC. Min. 1.5-inch ISO CR-20 Min. 0.25-inch Dens Deck Prime or CR-20 UltraPly TPO / UP -BA -240�O concrete 1 1 95+ GL I I SECUROCK Gypsum -Fiber Roof Board I ULTRAPLYTPDXRSys TEms: Min. 350 psi, min. 2-inch thick Celcore MF Cellular Structural Concrete with Celcore HS Rheology Modifying Min, 1-inch ISO I.S.O. Twin (Optional) Additional layer of base insulation I.S.O. Twin UltraPly TPO XR / XR-BA -112.5 LWC-33 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL Pack or min. 0.5-inch Tapered ISO 95+ GL Pack board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch I.S.O. Twin (Optional) Additional layer of base insulation I.S.O. Twin UltraPly TPO XR / XR-BA -1425 LWC-34 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Pack or min. 0.5-inch Tapered RESISTA Pack board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular (Optional) Min. LWC-35 Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered I.S.O. Twin Min. 2-inch ISOGARD HD Composite I.S.O. Twin UltraPly TPO XR / XR-BA -217.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or Pack Pack board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation LWC-36 Structural Min. 1.5-inch ISO Concrete with Celcore HS Rheology Modifying 95+ GL or I.S.O. Twin or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin UltraPly TPO XR / XR-BA -21Z5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey Pack RESISTA followed by min. 0.5-inch ISOGARD Pack RESISTA board and surfacing of Celcore PVA Curing Compound. HD Optional additional layers of base insulation Min. 350 psi, min. 2-inch thick Celcore MF Cellular Min. 1.5-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or LWC-37 Structural Concrete with Celcore HS Rheology Modifying 95+ GL or I.S.O. Twin RESISTA followed by Min. 0.25-inch Dens I.S.O. Twin UltraPly TPO XR XR-BA -217.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Pack Deck Prime or SECUROCK Gypsum -Fiber Pack board and surfacing of Celcore PVA Curing Compound. Roof Board Min, 350 psi, min. 2-inch thick Celcore MF Cellular UltraPly TPO XR I.S.O Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO I.S.O. Twin (Optional) Additional layer of base insulation I.S.O. Twin Spray R, XR Stick, 6-inch -1423 LWC-38 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL Pack or min. 0.5-inch Tapered ISO 95+ GL Pack board and surfacing of Celcore PVA Curing Compound. o'c. Min. 350 psi, min. 2-inch thick Celcore MF Cellular UltraPly TPO XR / I.S.O LWC-39 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch I.S.O. Twin (Optional) Additional layer of base insulation I.S.O. Twin Spray R, XR Stick, 6-inch -142.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Pack or min. 0.5-inch Tapered RESISTA Pack board and I surfacing of Celcore PVA Curing Compound, O.C. NEMO ETC, LLC Certificate of Authorization #32455 (D2019, MEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-RI5 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 45 of 63 NEMO I PAC. Em MEIN= System Deck Base Insulation Layer Coverboard Type Attach No. (Note 1) Lightweight Concrete (Note 14) Type Attach Roof Cover (Note 15) MDP (psf) (Notes 6,7 , 8) (Notes 6,7,8) Min. 350 psi, min. 2-inch thick Celcore MF Cellular (Optional) Min. LWC-40 Structural Concrete with Celcore HE Rheology Modifying 0.5-inch Tapered L S.O. Twin I.S.O. Twin UltraPly TPO XR / I.S.0 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 150 95+ GL or Pack Min. 2-inch ISOGARD HD Composite Pack Spray R, XR Stick, 12-inch -45,0 board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA O.C. Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO I.S.C. Twin or min. 0.5-inch Tapered ISO 95+ GL or I. S.C. Twin UltraPly TPO XR / I.S.0 LWC-41 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or Pack RESISTA followed by min. 0.5-inch ISOGARD Pack Spray R, XR Stick, 12-inch -45.0 board and surfacing of Celcore PVA Curing Compound. RESISTA HD O.C. Min. 350 psi, min, 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch 150 I.S.O. Twin or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin UltraPly TPO XR / I.S.0 LWC-42 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or Pack RESISTA followed by Min. 0.25-inch Dens Pack Spray R, XR Stick, 12-inch -45.0 board and surfacing of Celcore PVA Curing Compound. RESISTA Deck Prime or SECUROCK Gypsum -Fiber O.C. Roof Board Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation LWC-43 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO I.S.O. Twin or min. 0.5-inch Tapered ISO 95+ GL or UltraPly TPO XR I. S.O. Twin /I.S.O concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or Pack RESISTA followed by min. 7/16-inch APA or Pack Spray R, XR Stick, 12-inch -45.0 board and surfacing of Celcore PVA Curing Compound. RESISTA TECO rated DEB O.C. Min. 350 psi, min. 2-inch thick Celcore MF Cellular (Optional) Min. Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered I.S.O. Twin UltraPly TPO XR / I.S.0 I.S.O. Twin LWC-44 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or Pack Min. 2-inch ISOGARD HD Composite Spray R, XR Stick, 6-inch Pack -82�5 board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA O.C. Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min, 1.5-inch ISO I.S.C. Twin or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin UltraPly TPO XR / I.S.0 LWC-45 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or Pack RESISTA followed by min. 0.5-inch ISOGARD Pack Spray R, XR Stick, 6-inch -82.5 board and surfacing of Celcore PVA Curing Compound. RESISTA HD O.C. Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO I.S.C. Twin or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin UltraPly TPO XR / I.S,O LWC-46 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or Pack RESISTA followed by Min, 0.25-inch Dens Pack Spray R, XR Stick, 6-inch -60.0 board and surfacing of Celcore PVA Curing Compound. RESISTA Deck Prime or SECUROCK Gypsum -Fiber 0. C. Roof Board Min. 350 psi, min, 2-inch thick Celcore MF Cellular LWC-47 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO I.S.O. Twin (Optional) Additional layer of base insulation I.S.O. Twin UltraPly TPO XR / I.S.0 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL Pack or min. 0.5-inch Tapered 150 95+ GL Pack Spray R, XR Stick, 4-inch -172.5 board and surfacing of Celcore PVA Curing Compound. o.c. (full coverage) Min. 350 psi, min. 2-inch thick Celcore MF Cellular LWC-48 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch I.S.O. Twin (Optional) Additional layer of base insulation UltraPly TPO XR / I.S.0 I.S.O. Twin concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Pack or min. 0.5-inch Tapered RESISTA Spray R, XR Stick, 4-inch Pack -172.5 board and surfacing of Celcore PVA Curing Compound. o.c. (full coverage) NEMO ETC, LLC Certificate of Authorization #32455 02019, MEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for F1.10264-1115 Revision 15: 09/23/2020 Appendix 1, Page 46 of 63 ONEMOjetc. ON MIMI MIMI Base Insulation Layer Coverbaard System Deck Lightweight Concrete (Note 14) Roof Cover {Note 15) MOP (psf) Attach Attach No. (Note 1) Type (Notes 6,7,8) Type Min. 350 psi, min. 2-inch thick Celcore MF Cellular (Optional) Min. UltraPly TPO XR I.S.O LWC-49 Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered I.S.C. Twin Min. 2-inch ISOGARD HD Composite I.S.C. Twin Spray R, XR Stick, 4-inch -172.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or Pack Pack o.c. (full coverage) board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA Min. 350 psi, min. 2-inch thick Celcore MF Cellular Min. 1.5-inch ISO Optional additional layers of base insulation UltraPly TPO XR / I.S.O LWC-50 Structural Concrete with Celcore HS Rheology Modifying 95+ GL or I.S.O. Twin or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin Spray R, XR Stick, 4-inch -172.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Pack RESISTA followed by min. 0.5-inch ISOGARD Pack o.c. (full coverage) board and surfacing of Celcore PVA Curing Compound, HD Optional additional layers of base insulation Min. 350 psi, min. 2-inch thick Celcore IVIF Cellular Min. 1.5-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or UltraPly TPO XR / I.S.O LWC-51 Structural Concrete with Celcore HS Rheology Modifying 95+ GL or I.S.O. Twin RESISTA followed by Min. 0.25-inch Dens I.S.O. Twin Spray R, XR Stick, 4-inch -172.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Pack Deck Prime or SECUROCK Gypsum -Fiber Pack o.c. (full coverage) I board and surfacing of Celcore PVA Curing Compound. Roof Board Min. 350 psi, min. 2-inch thick Celcore MF Cellular LWC-52 Structural Concrete with Celcore HS Rheology Modifying Min, 1-inch ISO LS,O. Stick (Optional) Additional layer of base insulation I.S.O. Stick UltraPly TPO XR / XR-BA -112.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or min. 0.5-inch Tapered ISO 95+ GL board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular LWC-53 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch I.S.O. Stick (Optional) Additional layer of base insulation I.S.O. Stick UltraPly TPO XR / XR-BA -142,5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA or min. 0.5-inch Tapered RESISTA board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular (Optional) Min. LWC-54 Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered I.S.O. Stick Min, 2-inch ISOGARD HD Composite I.S.O. Stick UltraPly TPO XR / XR-BA -187.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation LWC-55 Structural Concrete with Celcore HIS Rheology Modifying Min. 1.5-inch ISO 95+ GL or I.S.O. Stick or min. 0.5-inch Tapered ISO 95+ GL or LS,O. Stick UltraPly TPO XR / XR-BA -187.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA followed by min. 0.5-inch ISOGARD board and surfacing of Celcore PVA Curing Compound. RESISTA HD Optional additional layers of base insulation Min. 350 psi, min. 2-inch thick Celcore MF Cellular Min. 1.5-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or LWC-56 Structural Concrete with Celcore HS Rheology Modifying 95+ GL or I.S.O. Stick RESISTA followed by Min, 0.25-inch Dens I.S.O. Stick UltraPly TPO XR XR-BA -187.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Deck Prime or SECUROCK Gypsum -Fiber board and surfacing of Celcore PVA Curing Compound. Roof Board Min. 350 psi, min. 2-inch thick Celcore MF Cellular UltraPly TPO XR I.S.O LWC-57 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO I.S.O. Stick (Optional) Additional layer of base insulation I.S.O.Stick Spray R, XR Stick, 6-inch 142.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or min, 0.5-inch Tapered ISO 95+ GL I board and surfacing of Celcore PVA Curing Compound. o.c' MEMO ETC, LLC Certificate of Authorization #32455 @2019, NEMO ETC, LLC 7'H EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-1115 Revision 15: 09/23/2020 Appendix 1, Page 47 of 63 ONEMOjetc. SUE OEM' ME IN Base Insulation Layer Coverboard System o. Deck (Note 1) Lightweight Concrete (Note 14) Roof Cover (Note 15) MOP (Psf) Type Attach Attach (Notes 6,7,8) Type (Notes 6,7,8) Min. 350 psi, min. 2-inch thick Celcore MF Cellular Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch (Optional) Additional layer of base insulation UltraPly TPO XR / I.S.O LWC-58 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA I.S.OStick . or min. 0.5-inch Tapered RESISTA I.S.O. Stick Spray R, XR Stick, 6-inch -142.5 board and surfacing of Celcore PVA Curing Compound. O.C. Min. 350 psi, min. 2-inch thick Celcore MF Cellular (Optional) Min. Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered UltraPly TPO XR / I.S.0 LWC-59 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or I.S.O. Stick Min. 2-inch ISOGARD HD Composite I.S'O. Stick Spray R, XR Stick, 12-mch -4S.0 board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA O.C. Min. 350 psi, min, 2-inch thick Celcore MF Cellular Min. 1.5-inch ISO Optional additional layers of base insulation UltraPly TPO XR / LS,O LWC-60 Structural Concrete with Celcore HS Rheology Modifying 95+ GL or I.S.O. Stick or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Stick Spray R, XR Stick, 12-inch -45.0 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA followed by min. 0.5-inch ISOGARD board and surfacing of Celcore PVA Curing Compound. RESISTA HD O.C. Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or UltraPly TPO XR / I.S.O LWC-61 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or I.S.C. Stick RESISTA followed by Min. 0.25-inch Dens I.S.O. Stick Spray R, XR Stick, 12-inch -45.0 board and surfacing of Celcore PVA Curing Compound. RESISTA Deck Prime or SECUROCK Gypsum -Fiber O.C. Roof Board Min, 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or UltraPly TPO XR / I.S.O LWC-62 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or I.S.O. Stick RESISTA followed by min. 7/16-inch APA or I.S.O. Stick Spray R, XR Stick, 12-inch -45.0 board and surfacing of Celcore PVA Curing Compound. RESISTA TECO rated OSB 0. C. Min. 350 psi, min. 2-inch thick Celcore MF Cellular (Optional) Min. Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered UltraPly TPO XR / I.S.O LWC-63 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or S.O. Stick Min. 2-inch ISOGARD HD Composite I.S.O. Stick Spray R, XR Stick, 6-inch -82,5 board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA o'c. Min. 350 psi, min. 2-inch thick Celcore MF Cellular Min. 1.5-inch ISO Optional additional layers of base insulation UltraPly TPO XR / LS,O LWC-64 Structural Concrete with Celcore HS Rheology Modifying 95+ GL or I.S.O. Stick or min. 0.5-inch Tapered ISO 95+ GL or, I.S.O. Stick Spray R, XR Stick, 6-inch -82,5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA followed by min. 0.5-inch ISOGARD board and surfacing of Celcore PVA Curing Compound. RESISTA HD 0. C. Min, 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min, 1.5-inch ISO or min. 0.5-inch Tapered 150 95+ GL or UltraPly TPO XR / I.S.O LWC-65 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or I.S.O. Stick RESISTA followed by Min. 0.25-inch Dens I.S.O. Stick Spray R, XR Stick, 6-inch -60+0 board and surfacing of Celcore PVA Curing Compound. RESISTA Deck Prime or SECUROCK Gypsum -Fiber O.C. Roof Board Min. 350 psi, min. 2-inch thick Celcore MF Cellular Structural Concrete with Celcore HS Rheology Modifying Min, 1-inch ISO (Optional) Additional layer of base insulation UltraPly TPO XR / I.S.O LWC-66 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL I.S.O. stick or min. 0.5-inch Tapered ISO 95+ GL I.S.O. Stick Spray R, XR Stick, 4-inch -172.5 board and surfacing of Celcore PVA Curing Compound, I o.c. (full coverage) NEMO ETC, LLC Certificate of Authorization #32455 02019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 945-3875 Evaluation Report F8970.02.08-R15 for FL10264-R15 Revision 15: 09/23/2020 Appendix 1, Page 48 of 63 of4NEMO I etc. Base Insulation Layer Coverboard System Deck Lightweight Concrete (Note 14) Roof Cover (Note 15) MDP (psf) Attach Attach No. (Note 1) Type Type (Notes 6,7,8) (Notes 6,7,8) Min. 350 psi, min, 2-inch thick Celcore MF Cellular UltraPly TPO XR / 1.5.0 LWC-67 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch I.S.O. Stick (Optional) Additional layer of base insulation I.S.O. Stick Spray R, XR Stick, 4-inch -172.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA or min. 0.5-inch Tapered RESISTA o.c. (full coverage) board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore ME Cellular (Optional) Min. UltraPly TPO XR / I.S.0 LWC-68 Structural Concrete with Celcore HS Rheology Modifying O.S-inch Tapered I.S.O. Stick Min. 2-inch ISOGARD HD Composite I.S.O. Stick Spray R, XR Stick, 4-inch -172.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or o.c. (full coverage) board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA Min. 350 psi, min. 2-inch thick Celcore ME Cellular Min. 1.5-inch ISO Optional additional layers of base insulation UltraPly TPO XR / I.S.O LWC-69 Structural Concrete with Celcore HS Rheology Modifying 95+ GL or I.S.O. Stick or min. 0.5-inch Tapered ISO 95+ GL or I.5.0, Stick Spray R, XR Stick, 4-inch -172.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA RESISTA followed by min. 0.5-inch ISOGARD o.c. (full coverage) board and surfacing of Celcore PVA Curing Compound. HD Optional additional layers of base insulation Min. 350 psi, min. 2-inch thick Celcore ME Cellular Min. 1.5-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or UltraPly TPO XR / LS.O LWC-70 Structural Concrete with Celcore HS Rheology Modifying 95+ GL or I.S.O. Stick RESISTA followed by Min. 0-25-inch Dens I.S.O. Stick Spray R, XR Stick, 4-inch -172.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Deck Prime or SECUROCK Gypsum -Fiber o,c. (full coverage) board and surfacing of Celcore PVA Cu Curing Compound. Roof Board S yste m Deck (Note 1) Lightweight Concrete (Note 14) Roof Cover (Note 15) I No. ULTRAIPLY TPO SysTEms: Min, 22 ga., type 8, Grade 33 vented steel deck Pre-existent Min. 200 psi, min. 2-inch thick Approved cellular LWIC with optional 1-inch thick, 1.0 pcf EPS holey LWC-71 at max. 5 ft spans or min. 2,500 psi structural UltraPly TPO UP -BA -67,5 board. concrete Min. 22 ga., type B, Grade 33 vented steel deck Pre-existent Min. 200 psi, min. 2-inch thick Approved cellular LWIC with optional 1-inch thick, 1.0 pcf EPS holey LWC-72 at max. 5 ft spans or min. 2,500 psi structural board. When walkable, LWC is mechanically attached with Firestone Insulation Fastening Plates with Firestone UltraPly TPO UP -BA -135-0 concrete I HD Fasteners at a density of 1 per 2.0 ft'. LWC-73 Min. 2,500 psi structural concrete Min. 350 psi, min. 2-inch thick Celcore ME Cellular Concrete with Celcore HS Rheology Modifying Admixture, with I UltraPly TPO / UP -BA 5 optional 1-inch thick, 1.0 pcf EPS holey board and surfacing of Celcore PVA Curing Compound. ULTRAPLY TPO XR SYSTEMS. Min. 22 ga., type B, Grade 33 vented steel deck LWC-74 at max. 6 ft spans or min. 2,500 psi structural Min, 200 psi, min. 2-inch thick Celcore cellular LWIC with optional 1-inch thick, 1.0 pcf EPS holey board. UltraPly TPO XR / XR-BA -45.0 concrete NEMO ETC, LLC Certificate of Authorization #32455 @2019, MEMO ETC, LLC 7 T" EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 49 of 63 RM " Em In I System No. Deck (Note 1) Lightweight Concrete (Note 14) Roof Cover (Note 15) MDP (Psf) Min. 22 ga., type B, Grade 33 vented steel deck Min. 200 psi, min. 2-inch thick Celcore cellular LWIC with optional 1-inch thick, 1.0 pcf EPS holey board. When LWC-75 at max. 6 ft spans or min. 2,500 psi structural walkable, LWC is mechanically attached with Firestone Insulation Fastening Plates with Firestone HD Fasteners at UltraPly TPO XR / XR-BA -90.0 concrete a density of 1 per 2.0 ft2 Min. 22 go., type 8, Grade 33 vented steel deck Pre-existent Min. 250 psi, min. 2-inch thick Approved cellular LWIC with optional 1-inch thick, 1.0 pcf EPS holey LWC-76 at max. 6 ft spans or min. 2,500 psi structural board. When walkable, LWC is mechanically attached with Firestone Insulation Fastening Plates with Firestone UltraPly TPO XR / XR-BA -75.0 concrete HD Fasteners at a density of 1 per 2.0 ft'. Note: To qualify the LWIC under this assembly, an Trufast FM-90 Fastener shall achieve a MCRF of ZOO lbf when tested per TAS 105 orANSIISPRI FX-1. LWC-77 Min. 2,500 psi structural concrete Pre-existent Min. 250 psi, min. 2-inch thick Approved cellular LWIC. Note: To qualify the LWIC under this UltraPly TPO XR / XR-BA -467�S assembly, on Trufast FM-90 Fastener shall achieve a MCRF of95 lbf when tested per TAS 105 orANSIISPRI FX-1. Min. 22 ga., type B, Grade 33 vented steel deck LWC-78 at max. 6 ft spans welded 5-inch o.c. with 3/8- Min. 350 psi, min. 2-inch thick Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture, with UltraPly TPO XR / XR-BA -52.5 inch welding washers and two Traxx/1 screws at optional 1-inch thick, 1.0 pcf EPS holey board and surfacing of Celcore PVA Curing Compound. sidelap even btwn spans Min. 22 ga., type B, Grade 33 vented steel deck LWC-79 at max. 6 ft spans attached 6-inch o.c. with Min. 350 psi, min. 2-inch thick Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture, with UltraPly TPO XR / XR-BA -60,0 Traxx/5 screws and one Traxx/1 screw at sidelap optional 1-inch thick, 1.0 pcf EPS holey board and surfacing of Celcore PVA Curing Compound. midspan Min. 22 go., type B, Grade 33 vented steel deck LWC-80 at max. S ft spans attached 6-inch o.c. with Min. 350 psi, min. 2-inch thick Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture, with Traxx/5 screws and one Traxx/1 screw at sidelap optional 1-inch thick, 1,0 pcf EPS holey board and surfacing of Celcore PVA Curing Compound. UltraPly TPO XR / XR-BA -82.5 midspan Min. 22 ga., type B, Grade 33 vented steel deck LWC-81 at max. 4 ft spans attached 6-inch o.c. with Min. 350 psi, min. 2-inch thick Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture, with UltraPly TPO XR / XR-BA -90.0 Traxx/5 screws and one Traxx/1 screw at sidelap optional 1-inch thick, 1.0 pcf EPS holey board and surfacing of Celcore PVA Curing Compound. midspan Min. 22 ga., type B, Grade 33 vented steel deck Min. 350 psi, min, 2-inch thick Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture, with LWC-82 at max. 6 ft spans welded 6-inch o.c. with 3/8- optional 1-inch thick, 1.0 pcf EPS holey board and surfacing of Celcore PVA Curing Compound. When walkable, inch welding washers and two Traxx/1 screws at LWC is mechanically attached with Firestone Insulation Fastening Plates with Firestone HD Fasteners at a density UltraPly TPO XR / XR-BA -90.0 sidelap even btwn spans of 1 per 2.0 ft'. LWC-83 Min. 2,500 psi structural concrete Min, 350 psi, min. 2-inch thick Celcore ME Cellular Concrete with Celcore HS Rheology Modifying Admixture, with UltraPly TPO XR / XR-BA -90.0 optional 1-inch thick, 1.0 pcf EPS holey board and surfacing of Celcore PVA Curing Compound, Min. 22 ga., type 8, Grade 33 vented steel deck LWC-84 at max. 6 ft spans welded 6-inch o.c. with 3/8- Min. 250 psi, min. 2-inch thick Elastizell Range 11 Lightweight Insulating Concrete with optional 1-inch thick, 1.0 pcf UltraPly TPO XR / XR-BA :-3:75] inch welding washers and two Traxx/1 screws at EPS holey board. sidelap even btwn spans MEMO ETC, LLC Certificate of Authorization #32455 @2019, MEMO ETC, LLC 7 T" EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FIL10264-1115 Revision 15: 09/23/2020 Appendix 1, Page 50 of 63 ONEMOjetc. nite 1) Lightweight Concrete (Note 14) (Note 15) ;3 vented steel deck t Min. 250 psi, min. 2-inch thick Elastizell Range 11 Lightweight Insulating Concrete with optional 1-inch thick, 1.0 pcf I at max. 6 spans we e 6-inch o.c. with EPS holey board. When walkable, LWC is mechanically attached with Firestone Insulation Fastening Plates with UltraPly TPO XR XR-BA -82.5 inch welding washers and two Traxx/1 screws at Firestone HD Fasteners at a density of 1 per sidelap even btwn spans Min. 2,500 psi structural concrete Min. 250 psi, min. 2-inch thick Elastizell Range I] Lightweight Insulating Concrete with 1-inch thick, 1.0 pcf EPS UltraPly TPO XR XR-BA -9&0 holey board. Min. 2,500 psi structural concrete Min. 250 psi, min. 2-inch thick Elastizell Range 11 Lightweight Insulating Concrete. No EPS holey board. UltraPly TPO XR XR-BA Min. 2,500 psi structural concrete Min. 350 psi, min. 2-inch thick Celcore ME Cellular Concrete with Celcore HS Rheology Modifying Admixture, with UltraPly TPO XR XR Utr Ply TPO . c t-ck Stick; 4 mch full Ecoverage) optional 1-inch thick, 1,0 pcf EPS holey board and surfacing of Celcore PVA Curing Compound- rage) NEMO ETC, LLC Certificate of Authorization #32455 K)2019, MEMO ETC, LLC 7 TH EDITION (2020) FOC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 945-3875 Evaluation Report F8970.02.08-R15 for FI-10264-R15 Revision 15: 09/23/2020 Appendix 1, Page 51 of 63 2 Base Insulation Layer Top Insulation Layer 7(Notes System System Deck Attach Attach MDP Attach Roof Cover (Note 15) 0. No. & I & 12) Type Type (Psf) I (Notes 66 8) (Notes 6,7,8) ULTRAPLY TPO SysTEms- CWF-1. Existing Tectum Min. 1.5-inch ISO 95+ GL I.S.O. Stick (Optional) Min. 0,25-inch Dens Deck, Dens Deck Prime or I.S.O. Stick UltraPly TPO UP -BA -45.0 SECUROCK Gypsum -Fiber Roof Board (Optional) Min. 0.25-inch Dens Deck Prime or SECUROCK UltraPly TPO LVOC-BA- CWF-2. Existing Tectum Min. 1.5-inch ISO 95+ GL I.S.O. Stick Gypsum -Fiber Roof Board I.S.C. Stick 1168 -45.0 CWF-3. Existing Tectumor Min, 15-inch ISO 95+ GL . CR-20 (Optional) Min. 0.25-inch Dens Deck, Dens Deck Prime or CR-20 UltraPly TPO UP -BA -52�5 Fibroplank SECUROCK Gypsum -Fiber Roof Board Existing Tectumor (Optional) Min. 0.25-inch Dens Deck Prime or SECUROCK UltraPly TPO LVOC-BA- CWF-4. Fibroplank . . Min15-inch ISO 95+ GL CR-20 Gypsum -Fiber Roof Board CR-20 1168 -52�5 I.S.O. Spray R; I.S.O. I.S.O. Spray R; I.S.O. UltraPly TPO UP -BA, LVOC- CWF-S. Existing Tectum I 1 Min. 1-inch ISO 95+ GL Twin Pack None Twin Pack BA-1168, LVOC-BA -75.0 CWF-6. i. 0.5-inch ISO 95+ G Spray R; 1.5-inch ISO 95+ GL Spray R; UltraPly TPO / UP -BA, LVOC- 92.5 Twin Pack Twin Pack BA-1168, LVOC-BA ULTRAPLY TPO XR SYSTEMS.- Spray R; I.S.O. I.S.O. Spray R; I.S.O. UltraPly TPO XR XR Stick, CWF-7. Existing Tectum I Min. 1-inch ISO 95+ GL Twin Pack None None Twin Pack 6-inch o.c. -75.0 I.S.O. Spray R; I.S.O. I.S.O. Spray R; LS.O. UltraPly TPO XR XR Stick, CWF-8, Existing Tectum I Min. 0.5-inch ISO 95+ GL Twin Pack Min. 0.5-inch ISO 95+ GL Twin Pack 6-inch o.c. -82,5 SM. NINE= NINE= ME Anchor Sheet Base Insulation Top Insulation System No. Deck (Note 1) Type Fasten Attach Type Attach Type Attach Roof Cover (Note MDP 15) (psf) (Note 11) (Notes 6,7,8) (Notes 6,7,8) (Optional) Min. 0,25-inch Existing SBS Base, SBS Two Piece 9-inch o.c. in the min. 2-inch lap Min, 1.5-inch Dens Deck, Dens Deck UltraPly TPO UP- CWF-9. Premium Premium Base, MB and 18-inch o.c. in two, equally I.SO. Stick . I..O. SStick _45.0* Tectum Locking Nail ISO 95+ GL Prime or SECUROCK BA or APP 160 I I ed center rows spaced I I Gypsum -Fiber Roof Board (Optional) Min. 0.25-inch Existing SBS Base, SBS Two Piece 9-inch o.c. in the min. 2-inch lap Min. 1.5-inch Dens Deck Prime or UltraPly TPO I CWF-10. Tectum Premium Premium Base, MB Locking Nail and 18-inch o.c. in two, equally ISO 95+ GL . I.S.OStick SECUROCK Gypsum -Fiber I.S.O. Stick -45,0* LVOC-BA-1168 or APP 160 spaced center rows Roof Board NEMO ETC, ULC Certificate of Authorization #32455 @2019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-1315 Revision 15: 09/23/2020 Appendix 1, Page 52 of 63 RM 7o. Base Insulation Layer Top Insulation Layer System Deck MDp Attach Type Type Attach =(N N (Notes, I & 12) s Roof Cover (Note 15) (p sf) (Notes 6,7,8) ULTRAPLYTPOSYSTEMS: G-1. Existing poured gypsum or Min. 1.5-inch ISO I.S.O. Twin Pack (Optional) Additional layers of base insulation LS.O. Twin Pack UltraPly TPO / UP -BA, LVOC- -165.0 gypsum plank 95+ GL BA-1168 Existing poured gypsum or Min. 1.5-inch ISO Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- UltraPly TPO / UP -BA, LVOC- G-2. gypsum plank 95+ GL I.S.O. Twin Pack Fiber Roof Board I.S.O. Twin Pack BA-1168 127.5 G-3. Existing poured gypsum or Min. 1.5-inch ISO I.S.O. Twin Pack Min. 0.25-inch Dens Deck or SECUROCK Gypsum -Fiber I.S.O. Twin Pack UltraPly TPO / UP -BA -157.5 gypsum plank 95+ GL Roof Board G-4. Existing poured gypsum or (Optional) Min. 1.5- I.S.O. Twin Pack Min. 0.5-inch ISOGARD HD I.S.O. Twin Pack UltraPly TPO / UP -BA -230.0 gypsum plank inch ISO 95+ GL G-S. Existing poured gypsum or Min. 1.5-inch ISO CR-20 (Optional) Additional layers base insulation CR-20 UltraPly TPO / UP -BA, LVOC- -257.5 gypsum plank 95+ GL BA-1168 G-6. Existing poured gypsum or Min. 1.5-inch 150 Min. 0.25-inch Dens Deck or SECUROCK Gypsum -Fiber gypsum plank 95+ GL CR-20 Roof Board CR-20 UltraPly TPO / UP -BA -195.0 G-7. Existing poured gypsum or Min. 1.5-inch ISO Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- UltraPly TPO / UP -BA, LVOC- gypsum plank 95+ GL CR-20 Fiber Roof Board CR-20 BA-1168 240.0 G-8. Existing poured gypsum or Min. 1.5-inch ISO I.S.O. Stick (Optional) Min. 0.25-inch Dens Deck, Dens Deck Prime or I.S.O. Stick UltraPly TPO / UP -BA -112.5 gypsum plank 95+ GL SECUROCK Gypsum -Fiber Roof Board Existing poured gypsum or Min. 1.5-inch 150 (Optional) Min. 0,25-inch Dens Deck Prime or SECUROCK UltraPly TPO / LVOC-BA- G-9. gypsum plank 95+ GL I.S.O. Stick Gypsum -Fiber Roof Board I.S.O. Stick 1168 -112.5 ULTRAPLY TPO XR SYSTEMS: LG-10 Existing poured gypsum or (Optional) Min. 1.5- S.O. I.S.O.win Pack Min. 0.5-inch ISOGARD HD I.S.O. Twin Pack UltraPly TPO XR / XR 0.0 gypsum plank inch ISO 95+ GL 4-inch o.c. (full coverage) El EN Ev --?D rm"s- VON V7, I im, m Top Insulation Roof Cover (Note 15) Existing SBS Base, SBS iece 9-inch o.c. in the min. 2-inch la p Min. 1.5-inch• (Optional) Min. 0.2S-inI III I ch Denl UltraPly TPO UP - ®•' gypsum Premium Base, MB and 18-inch o.c. in two, equally Dens Deck Prime or SECURO deck Base or APP 160 Locking Nail spaced center rows ISO 95+ GL Gypsum -Fiber Roof Board BA Existing SBS Base, SBS Two Piece 0. 9-incj1h c. in the min. 2-inch lap Min. 1.5-inch (Optional) Min. 0.25-inch Den, Deck I UltraPly TPO gypsum Premium Base, MB Locking Nail an• 8-inch o.c. in two, equally ISO 9S+ GL Prime or SECUROCK Gypsum-Fibier I LVOC-BA-1168 �Bae or �APP 160 spaced center rows Roof Board NEW ETC, LLC Certificate of Authorization #32455 @2019, MEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-387S Evaluation Report F8970.02.08-R15 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 53 of 63 2 Base Insulation Layer Top Insulation Layer MOP System Substrate Attach Attach Roof Cover (Note 15) No, (Notes I & 1 2) Type Type (Psf) (Notes 6,7,8) Notes 6,7,8) ULTRAPLYTPO SYSTEMS Existing asphaltic BUR or UltraPly TPO J UP -BA, LVOC- R-1 granule surface modified Min. 1.5-inch ISO 95+ GL Hot Asphalt (Optional) Tapered ISO 95+ GL Hot asphalt -180.0 bitumen BA 1168 Existing asphaltic BUR or Min. 1.5-inch ISO 95+ GL Min. 0.25-inch Dens Deck, Dens Deck Prime or SECUROCK R-2 granule surface modified with optional Tapered ISO Hot Asphalt Hot Asphalt UltraPly TPO UP -BA -195.0 Gypsum -Fiber Roof Board bitumen 95+ GL Existing asphaltic BUR or Min. 1.5-inch ISO 95+ GL Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber UltraPly TPO LVOC-BA- R-3 granule surface modified with optional Tapered ISO Hot Asphalt Hot Asphalt -195.0 bitumen 95+ GL Roof Board 1168 Existing asphaltic BUR or (Optional) R-4 granule surface modified Min. 1.5-inch 150 95+ GL I.S.O. Spray R; Min. 0.25-inch Dens Deck, Dens Deck Prime or SECUROCK I.S.O. Spray R; UltraPly TPO UP -BA -157.5 bitumen I.S.O. Twin Pack Gypsum -Fiber Roof Board I.S.O. Twin Pack Existing asphaltic BUR or I.S.O. Spray R; (Optional) I.S.O. Spray R; UltraPly TPO LVOC-BA- R-5 granule surface modified Min. 1.5-inch ISO 95+ GL I.S.O. Twin Pack Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber I.S.O. Twin Pack 1168 -157,5 bitumen Roof Board Existing asphaltic BUR or (Optional) Min. 1.5-inch I.S.C. Spray R; I.S.O. Spray R; UltraPly TPO / UP -BA, LVOC- R-6 granule surface modified ISO 95+ GL I.S.O. Twin Pack Min. 0.5-inch ISOGARD HD I.S.O. Twin Pack BA-1168 157.5 bitumen R-7 Existing granule surface Min. 1-inch ISO 95+ GL S.O. Spray R; �'S.O. (Optional) Additional layers of base insulation and/or min. I.S.O. Spray R; UltraPly TPO / WBBA-P -45.0 modified bitumen Twin Pack 0.5-inch Tapered ISO 95+ GL I.S.O. Twin Pack R-8 Existing granule surface Min. 1-inch RESISTA - S.O. Spray R; (Optional) Additional layers of base insulation and/or min. I.S.O. Spray R; UltraPly TPO / WBBA-P -247.5 modified bitumen I.S.O. Twin Pack 0.5-inch Tapered RESISTA I.S.O. Twin Pack Existing granule surface Min. 1-inch ISO 95+ GL or I.S.C. Spray R; (Optional) Additional layers of base insulation and/or min. I.S.O. Spray R; UltraPly TPO / UP -BA, LVOC- R-9 modified bitumen RESISTA I.S.O. Twin Pack 0.5-inch Tapered ISO 95+ GL or Tapered RESISTA I.S.O. Twin Pack BA-1168, LVOC-BA -262.5 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Spray R; Optional additional layers of base insulation or min. 0.5-inch I.S.O. Spray R; R-10 modified bitumen RESISTA I.S.O. Twin Pack Tapered ISO 95+GL orTapered RESISTA; Min. 0.5-inch I.S.O. Twin Pack UltraPly TPO WBBA-P -135.0 ISOGARD HD Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Spray R; Optional additional layers of base insulation or min. 0.5-inch I.S.C. Spray R; UltraPly TPO J UP -BA, LVOC- R-11 modified bitumen RESISTA I.S.O. Twin Pack Tapered ISO 95+GL or Tapered RESISTA; Min. 0.5-inch I.S.O. Twin Pack BA-1168, LVOC-BA 262.5 ISOGARD HD Existing granule surface Min. 1-inch ISO 9S+ GL or -.S.O. S.O. Spray R; Optional additional layers of base insulation or min. 0.5-inch I.S.0, Spray R; R-12 � Tapered ISO 95+GL or Tapered RESISTA; Min, 0.25-inch Dens UltraPly TPO / WBBA-P -135.0 modified bitumen RESISTA Twin Pack Deck Prime or SECUROCK Gypsum -Fiber Roof Board I.S.O. Twin Pack MEMO ETC, LLC Certificate of Authorization #32455 (K)2019, NEMO ETC, LLC 7" EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970_02.08-R15 for FL10264-1115 Revision 15: 09/23/2020 Appendix 1, Page 54 of 63 R Base Insulation Layer Top Insulation Layer System Substrate Attach Attach Roof Cover (Note 15) MOP No. (Notes 1 & 12) Type Type (Psf) (Notes 6,7,S) (Notes 6,7,8) Existing granule surface Min. 1-inch ISO 95+ GL or I.S.0, Spray R; Optional additional layers of base insulation or min. 0.5-inch -S.O. Spray R; UltraPly TPO / UP -BA, LVOC- R-13 modified bitumen RESISTA I.S.O. Twin Pack Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens S.O. Twin Pack BA -247.5 Deck Prime or SECUROCK Gypsum -Fiber Roof Board Existing granule surface Min. 1-inch 150 95+ GL or I.S.O. Spray R; Optional additional layers of base insulation or min. 0.5-inch I.S.O. Spray R; UltraPly TPO / UP -BA, LVOC- R-14 modified bitumen RESISTA I.S.O. Twin Pack Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens I+S.O+ Twin Pack BA-1168 -262.5 Deck Prime or SECUROCK Gypsum -Fiber Roof Board Existing asphaltic BUR or UltraPly TPO / UP -BA, LVOC- R-15 granule surface modified Min. 1.5-inch ISO 95+ GL CR-20 (Optional) Additional layers base insulation CR-20 -262.5 bitumen BA-1168 Existing asphaltic BUR or R-16 granule surface modified Min. 1.5-inch ISO 95+ GL CR-20 Min. 0.25-inch Dens Deck or SECUROCK Gypsum -Fiber Roof CR-20 UltraPly TPO / UP -BA -195,0 bitumen Board Existing asphaltic BUR or Min. 0,25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber UltraPly TPO / UP -BA, LVOC- R-17 granule surface modified Min. 1,5-inch ISO 95+ GL CR-20 CR-20 -240.0 bitumen Roof Board BA-1168 R-18 Existing granule surface Min. 1-inch ISO 95+ GL I.S.O. FIX II(Optional) Additional layers of base insulation and/or min. 1.5,0, FIX 11 UltraPly TPO / WBBA-P -45.0 modified bitumen 0.5-inch Tapered ISO 95+ GL R-19 Existing granule surface Min. 1-inch RESISTA LS�O. FIX 11 (Optional) Additional layers of base insulation and/or min. LS.O. FIX It UltraPly TPO / WBBA-P -195.0 modified bitumen 0.5-inch Tapered RESISTA Existing granule surface Min. 1-inch ISO 95+ GL or (Optional) Additional layers of base insulation and/or min. UltraPly TPO / UP -BA, LVOC- R-20 modified bitumen RESISTA I.S.O. FIX 11 0.5-inch Tapered ISO 95+ GL or Tapered RESISTA I.S.O. FIX it BA-1168, LVOC-BA -195.0 Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch R-21 modified bitumen RESISTA 1.5.0. FIX If Tapered ISO 95+GL or Tapered RESISTA; Min. 0.5-inch I.S.O. FIX 11 UltraPly TPO / WBBA-P -135.0 ISOGARD HD Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO / UP -BA, LVOC- R-22 modified bitumen RESISTA I.S.O. FIX 11 Tapered ISO 95+GL or Tapered RESISTA; Min. 0.5-inch I.S.C. FIX 11 BA-1168, LVOC-BA -195.0 ISOGARD HD Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch R-23 modified bitumen RESISTA I.S.O. FIX 11 Tapered ISO 95+GL or Tapered RESISTA; Min.0 . 25-inch Dens I.S.C. FIX 11 UltraPly TPO / WBBA-P -135.0 Deck Prime or SECUROCK Gypsum -Fiber Roof Board Existing granule surface Min, 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO /UP -BA LVOC- R-24 modified bitumen RESISTA I.S.O. FIX II Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens I.S.O. FIX II BA-1168, LVOC-BA -195.0 Deck Prime or SECUROCK Gypsum -Fiber Roof Board Existing asphaltic BUR or Min. 1.5-inch ISO 95+ GL (Optional) Additional layers of base insulation and/or min. R-25 granule surface modified I.S.O. Stick I.S.O. Stick UltraPly TPO / WBBA-P -45�O bitumen or RESISTA 0.5-inch Tapered ISO 95+ GL NEW ETC, ILLC Certificate of Authorization #32455 V2019, MEMO ETC, U-C 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report 1`8970.02.08-1315 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 55 of 63 (ONEMOletc. MEE I= System Substrate Base Insulation Layer Top Insulation Layer No. (Notes 1 & 12) Type Attach Attach Type Cover (N7M Roof C. , te 15) )P (PE sf!) (Notes 6,7,8) (Notes 6,7,8) i Existing asphaltic BUR or R-26 granule surface modified Min. 1.5-inch ISO 95+ GL (Optional) Additional layers of base insulation and/or min. I.S.O. Stick I.S.O. Stick UltraPly TPO / WBBA-P -60.0 bitumen or RESISTA 0.5-inch Tapered RESISTA R-27 Existing asphaltic BUR Min. 1.5-inch ISO 95+ GL I.S.O. Stick (Optional) Additional layers of base insulation and/or min. I.S.O. Stick UltraPly TPO / UP -BA, LVOC- -60,0 or RESISTA 0.5-inch Tapered ISO 95+ GL or Tapered RESISTA BA-1168, LVOC-BA R-28 Existing granule surface Min. 1.5-inch 150 95+ GL LS.O. Stick (Optional) Additional layers of base insulation I.S.O. Stick UltraPly TPO / UP -BA, LVOC- -120.0 modified bitumen or RESISTA BA-1168, LVOC-BA, WBBA-P Existing asphaltic BUR or Min. 1.5-inch ISO 95+ GL Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO / UP -BA, LVOC- R-29 granule surface modified I.S.O. Stick Tapered 150 95+GL or Tapered RESISTA; Min. 0.5-inch I.S.O. Stick -60.0 bitumen or RESISTA ISOGARD HD BA-1168, LVOC-BA, WBBA-P Min. 1.5-inch ISO 95+ GL Optional additional layers of base insulation or min. 0+5-inch UltraPly TPO / UP -BA, LVOC- R-30 Existing asphaltic BUR I.S.O. Stick Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens I.S.O. Stick -60.0 or RESISTA Deck Prime or SECUROCK Gypsum -Fiber Roof Board BA-1168, LVOC-BA, WBBA-P R-31 Existing granule surface Min, 1.5-inch ISO 95+ GL I.S.O. Stick Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber I.S.O. Stick UltraPly TPO / UP -BA, LVOC- 120.0 modified bitumen I or RESISTA Roof Board I BA-1168, LVOC-BA, WBBA-P ULTRAPLYTPO XR Sys-rEms Existing granule surface Min. 0.25-inch Dens Deck UltraPly TPO XR / Hot R-32 modified bitumen Prime or SECUROCK Hot Asphalt None N/A Asphalt -457.5 Gypsum -Fiber Roof Board Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO XR / Hot R-33 modified bitumen RESISTA I.S.O. FIX 11 Tapered ISO 95+ GL or RESISTA followed by Min. 0.25-inch I.S.O. FIX 11 Asphalt _195.0 Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Existing granule surface Min. 1-inch ISO 95+ GL or I+S.O. Spray R; Optional additional layers of base insulation or min. 0.5-inch I.S.O. Spray R; UltraPly TPO XR / Hot R-34 modified bitumen RESISTA I.S.O. Twin Pack Tapered ISO 95+ GL or RESISTA followed by Min. 0.25-inch I.S.0, Twin Pack Asphalt -262,5 Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO XR / Hot R-35 modified bitumen RESISTA I.S.O. Stick Tapered ISO 95+ GL or RESISTA followed by Min. 0.25-inch I.S.O. Stick Asphalt -352.5 Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Existing granule -surfaced, Min. 0.25-inch Dens Deck R-36 asphaltic modified Prime or SECUROCK Hot Asphalt None N/A UltraPly TPO XR / XR-BA -300.0 bitumen Gypsum -Fiber Roof Board I I I I I.S.O. FIX 11; I.S.O. FIX 11; I.S.O. R-37 Existing granule surface Min. 1,5-inch 150 95+ GL I.S.O. Stick, (Optional) Additional layer of base insulation or min. 0.5-inch Stick; I.S.O. Spray modified bitumen or RESISTA I.S.O. Spray R; Tapered 150 95+ GL or RESISTA R; I.S.O. Twin UltraPly TPO XR / XR-BA -112.5 I.S.O. Twin Pack Pack MEMO ETC, LLC Certificate of Authorization #32455 9)2019, NEW ETC, LLC 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970,02.08-R15 for FL10264-1115 Revision 15: 09/23/2020 Appendix 1, Page 56 of 63 ONEMOjetc. Base Insulation Layer Top Insulation Layer MDP System Substrate Attach Attach Roof Cover (Note 1S) No. (Notes 1 & 12) Type Type (psf) (Notes 6,7,8) (Notes 6,7 , 8) Optional additional layers of base insulation or min, 0.5-inch R-38 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Spray R; Tapered ISO 95+ GL or RESISTA followed by min, 0.5-inch I.S.O. Spray R; UltraPly TPO XR XR-BA -262.5 modified bitumen RESISTA I.S.O. Twin Pack I.S.O. Twin Pack ISOGARD HD Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Spray R; Optional additional layers of base insulation or min. 0.5-inch I.S.C. Spray R; R-39 Tapered 150 95+GL or Tapered RESISTA; Min. 0.25-inch Dens UltraPly TPO XR XR-BA -262.5 modified bitumen RESISTA I.S.O. Twin Pack Deck Prime or SECUROCK Gypsum -Fiber Roof Board I.S.O. Twin Pack Optional additional layers of base insulation or min. 0.5-inch R-40 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Stick Tapered ISO 95+ GL or RESISTA followed by min. 0.5-inch I.S.O. Stick UltraPly TPO XR XR-BA -195.0 modified bitumen RESISTA ISOGARD HD Optional additional layers of base insulation or min. 0.5-inch R-41 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. FIX 11 Tapered ISO 95+GL or Tapered RESISTA; Min. 0,25-inch Dens I.S.O. FIX 11 UltraPly TPO XR XR-BA -195.0 modified bitumen RESISTA Deck Prime or SECUROCK Gypsum -Fiber Roof Board Optional additional layers of base insulation or min. 0.5-inch R-42 Existing asphaltic BUR Min. 1-inch ISO 95+ GL or I.S.O. Stick Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens I.S.O. Stick UltraPly TPO XR XR-BA -60.0 RESISTA Deck Prime or SECUROCK Gypsum -Fiber Roof Board Optional additional layers of base insulation or min. 0.5-inch R-43 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Stick Tapered ISO 95+ GL or RESISTA followed by min. O.S-inch I.S.O. Stick UltraPly TPO XR XR-BA -352.5 modified bitumen RESISTA ISOGARD HD Optional additional layers of base insulation or min. 0.5-inch R-44 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Stick Tapered ISO 95+ GL or RESISTA followed by Min. 0.25-inch I.S.O. Stick UltraPly TPO XR XR-BA -300.0 modified bitumen RESISTA Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Optional additional layers of base insulation or min. 0.5-inch R-45 Existing asphaltic BUR Min. 1-inch ISO 95+ GL or I.S.O. Spray R, Tapered ISO 95+GL or Tapered RESISTA; Min. 0.5-inch I.S.O. Spray R, 6- UltraPly TPO XR XR-BA -45.0 RESISTA 6-inch o.c. inch o.c. FiberTop B or E Optional additional layers of base insulation or min. 0.5-inch R-46 Existing asphaltic BUR Min. 1-inch ISO 95+ GL or I.S.O. Spray R, Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens I.S.O. Spray R, 6- UltraPly TPO XR XR-BA -255.0 RESISTA 6-inch o.c. Deck Prime or SECUROCK Gypsum -Fiber Roof Board inch o.c. Optional additional layers of base insulation or min. 0.5-inch R-47 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Spray R Tapered ISO 95+GL or Tapered RESISTA; Min. 0.5-inch I.S.O. Spray R UltraPly TPO XR J XR-BA -45.0 modified bitumen RESISTA FiberTop B or E Optional additional layers of base insulation or min. 0. '-inch R-48 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Spray R Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens I.S.C. Spray R UltraPly TPO XR XR-BA -202.51 modified bitumen RESISTA Deck Prime or SECUROCK Gypsum -Fiber Roof Board MEMO ETC, LLC Certificate of Authorization #32455 (K)2019, MEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-1115 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 57 of 63 System Substrate Base Insulation Layer Top Insulation Layer No. (Notes 1 & 12) Type Attach Type Attach Roof Cover (Note 15) MEIP (Psf) (Notes 6,7,8) (Notes 6,7,8) Min. 0.25-inch Dens Deck Prime or SECUROCK I.S.O. FIX 11; R-49 Existing asphaltic BUR Gypsum -Fiber Roof Board I.S.C. Stick; None N/A UltraPly TPO XR / I.S.O. -45.0 or min. 0.5-inch ISOGARD Spray R; I.S.O.S.O. Spray R, XR Stick, 4-inch o.c. Twin Pack HD R-50 Existing granule surface Min. 0.5-inch ISOGARD HD I.S.O. Spray R, None N/A UltraPly TPO XR / I.S.0 -82.5 modified bitumen 6-inch o.c. Spray R, XR Stick, 6-inch o.c. I.S.C. FIX 11; I.S.O. FIX It; I.S.O. Existing granule surface Min. 1.5-inch ISO 95+ GL LS.O. Stick; (Optional) Additional layer of base insulation or min. 0.5-inch Stick; I.S.O. Spray UltraPly TPO XR / I.S.O R-51 modified bitumen or RESISTA I.S.C. Spray R; Tapered ISO 95+ GL or RESISTA R; I.S.O. Twin Spray R. XR Stick, 6-inch o.c. -142.5 I.S.O. Twin Pack Pack I.S.O. FIX 11; I.S.O. FIX 11; I.S.C. UltraPly TPO XR / I.S.0 Existing granule surface Min. 1.5-inch ISO 95+ GL I.S.O. Stick; (Optional) Additional layer of base insulation or min. 0,5-inch Stick; I.S.O. Spray R-52 modified bitumen or RESISTA I.S.O. Spray R; Tapered ISO 95+ GL or RESISTA R; I.S.C. Twin Spray R, XR Stick, 4-inch o.c. -172.5 I.S.O. Twin Pack Pack (full coverage) I.S.O. FIX 11; Optional additional layers of base insulation or min. 0.5-inch I.S.O. FIX 11; I.S.O. UltraPly TPO XR / 1.5.0 R-53 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Stick; Tapered ISO 95+ GL or RESISTA followed by min. 0.5-inch Stick; I.S.O. Spray Spray R, XR Stick, 12-inch -45.0 modified bitumen RESISTA I.S.O. Spray R; R; I.S.O. Twin I I.S.O. Twin Pack ISOGARD HD Pack o.c. I.S.C. FIX 11; Optional additional layers of base insulation or min. 0.5-inch I.S.O. FIX 11; I.S.O. Existing granule surface Min, 1-inch ISO 95+ GL or I.S.0- Stick; Stick; I.S.0, Spray UltraPly TPO XR / I.S.0 R-54 modified bitumen RESISTA I.S.O. Spray R; Tapered ISO 95+ GL or RESISTA followed by min, 0.5-inch R; I.S.O. Twin Spray R, XR Stick, 6-inch o.c. -82.5 I.S.O. Twin Pack ISOGARD HD Pack I.S.O. FIX 11; Optional additional layers of base insulation or min. O.S-inch I.S.O. FIX 11; I-S.O. UltraPly TPO XR / LS.O R-SS Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Stick; Tapered ISO 95+ GL or RESISTA followed by min, 0,5-inch Stick; I.S.O. Spray Spray R, XR Stick, 4-inch o.c. -172.5 modified bitumen RESISTA I.S.O. Spray R; R; I.S.O. Twin I.S.O. Twin Pack ISOGARD HD Pack (full coverage) I.S.O. FIX 11; Optional additional layers of base insulation or min. 0.5-inch I.S.C. FIX H; I.S.O. UltraPly TPO XR / 1.5.0 R-56 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Stick; Tapered ISO 95+ GL or RESISTA followed by Min. 0.25-in h c Stick; I.S.O. Spray Spray R, XR Stick, 12-inch -45.O modified bitumen RESISTA I.S.O. Spray R; R; I.S.O. Twin I.S.O. Twin Pack Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Pack O.C. I.S.O. FIX 11; Optional additional layers of base insulation or min. 0.5-inch I.S.C. FIX 11; I.S.O. R-57 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Stick; Tapered ISO 95+ GL or RESISTA followed by Min. 0.25-in h c Stick,- I.S.O. Spray a Ply O/ XR I.S.O UltraPly FSprTPO 60.0 modified bitumen RESISTA I.S.O. Spray R; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board R; I.S.O. Twin R, RStck6-inch o.c. I I I.S.O. Twin Pack Pack NEW ETC, LLC Certificate of Authorization #32455 C2019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report 1`8970.02.08-1315 for FL10264-RI5 Revision 15: 09/23/2020 Appendix 1, Page 58 of 63 ON Base Insulation Layer Top Insulation Layer MDp System Substrate Attach Attach Roof Cover (Note 15) (Psf) No. (Notes 1 & 12) Type Type (Notes 6,7,8) (Notes 6,7,8) I.S.O. FIX 11; Optional additional layers of base insulation or min. 0.5-inch I.S.O. FIX Ill. I.S.O. UltraPly TPO XR / I.S.O R-58 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Stick; Tapered ISO 95+ GL or RESISTA followed by Min. 0.25-inch Stick; I.S.O. Spray Spray R, XR Stick, 4-inch o.c. -172.5 modified bitumen RESISTA I.S.C. Spray R; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board R; I.S.O. Twin (full coverage) I.S.O. Twin Pack Pack I.S.O. FIX 11; Optional additional layers of base insulation or min. 0.5-inch LS�O. FIX 11; LS.O. UltraPly TPO XR / I.S.O R-59 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Stick; Tapered ISO 95+ GL or RESISTA followed by min. 7/16-inch Stick; I.S.O. Spray Spray R, XR Stick, 12-inch -45,0 modified bitumen RESISTA I.S.O. Spray R; APA or TECO rated OSB R; I.S.O. Twin 0. C. I.S.O. Twin PackPack I.S,O, FIX 11; (Optional) Min. 0.5-inch ISOGARD HD or Min. 0.25-inch Dens I.S.O. FIX 11; I.S.O. R-60 Existing asphaltic BUR Min. 1-inch ISO 95+ GL S.C. Stick; I.S.O. Spray Deck Prime or SECUROCK Gypsum -Fiber Roof Board or min. UltraPly TPO XR / I.S.O -172.5 I.S.O.-tick; S.O. Spray R,- 7/16-inch OSB R; I.S.C. Twin Spray R, XR Stick, 4-inch o.c. I.S.O. Twin Pack Pack Min- 0.5-inch ISOGARD HD I.S.O. FIX 11; R-61 Existing asphaltic BUR or Min. 0.25-inch Dens I.S.C. Stick; None N/A UltraPly TPO XR / I.S.O 172.5 Deck Prime or SECUROCK I.S.O. Spray R; Spray R, XR Stick, 4-inch o.c. Gypsum -Fiber Roof Board I.S.O. Twin Pack ULTRAPLY TPO SA SYSTEMS Existing asphaltic BUR or UltraPly TPO SA, self- R-62 granule surface modified Min. 1.5-inch ISO 95+ GL Hot Asphalt (Optional) Tapered ISO 95+ GL Hot asphalt adhered _180.0 bitumen Existing asphaltic BUR or Min. 1.5-inch ISO 95+ GL Min, 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber UltraPly TPO SA, self- R-63 granule surface modified with optional Tapered ISO Hot Asphalt Roof Board Hot Asphalt adhered -195.0 bitumen 95+ GL Existing asphaltic BUR or -S.O. Spray R; (Optional) Min. 0.25-inch Dens Deck Prime or SECUROCK I.S.O. Spray R; UltraPly TPO SA, self- R-64 granule surface modified Min. 1.5-inch ISO 95+ GL I.S.O. Twin Pack Gypsum -Fiber Roof Board I.S.O. Twin Pack adhered -157.5 bitumen Existing asphaltic BUR or {Optional) Min. 1.5-inch I.S,O. Spray R; I.S.C. Spray R; UltraPly TPO SA, self- R-65 granule surface modified ISO 95+ GL I.S.O. Twin Pack Min. 0.5-inch ISOGARD HD I.S.O. Twin Pack adhered -157.5 bitumen Existing granule surface Min. 1-inch ISO 95+ EL or I.S.O. Spray R; (Optional) Additional layers of base insulation and/or min. I.S.C. Spray R; UltraPly TPO SA, self- R-66 modified bitumen RESISTA I.S.O. Twin Pack 0.5-inch Tapered ISO 95+ GL or Tapered RESISTA I.5.0, Twin Pack adhered -262.5 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Spray R; Optional additional layers of base insulation or min, 0.5-inch I.S.O. Spray R; UltraPly TPO SA, self- R-67 modified bitumen RESISTA I.S.O. Twin Pack Tapered ISO 95+GL or Tapered RESISTA; Min. 0.5-inch I.S.O. Twin Pack adhered -262.5 ISOGARD HD Existing granule surface Min 1-inch ISO 95+ GL or I.S.O. Spray R; Optional additional layers of base insulation or min. 0.5-inch Spray R; I.S.O.S.O. UltraPly TPO SA, self- R-68 modified bitumen RESISTA I.S.O. Twin Pack Tapered 150 95+GL or Tapered RESISTA; Min. 0,25-inch Dens Twin Pack adhered 247.5 I Deck Prime or SECUROCK Gypsum -Fiber Roof Board NEMO ETC, LLC Certificate of Authorization #32455 @2019, NEMO ETC, LLC 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-RlS Revision 15: 09/23/2020 Appendix 1, Page 59 of 63 ONEMOjetc. System Substrate Base Insulation Layer Top Insulation Layer No. (Notes 1 & 12) Type Attach Type Attach Roof Cover (Note 15) MDP (Psf) (Notes 6,7,8) (Notes 6,7,8) Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Spray R; Optional additional layers of base insulation or min. 0.5-inch I.S.O. Spray R; UltraPly TPO SA, self- R -69 modified bitumen RESISTA I.S,O. Twin Pack Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens I.S.O. Twin Pack adhered -262.5 Deck Prime or SECUROCK Gypsum -Fiber Roof Board Existing asphaltic BUR or R-70 granule surface modified Min. 1.5-inch ISO 95+ GL CR-20 (Optional) Additional layers base insulation CR-20 UltraPly TPO SA, self- -262.5 bitumen adhered Existing asphaltic BUR or R-71 granule surface modified Min. 1.5-inch ISO 95+ GL CR-20 Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber CR-20 UltraPly TPO SA, self- -240.0 bitumen Roof Board adhered Existing granule surface Min. 1-inch ISO 95+ GL or (Optional) Additional layers of base insulation and/or min. UltraPly TPO SA, self- R-72 modified bitumen RESISTA I.S.O. FIX 11 0.5-inch Tapered ISO 95+ GL or Tapered RESISTA J.S.O� FIX 11 adhered -195.0 Existing granule surface Min. 1-inch 150 95+ GL or Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO SAself- R-73 modified bitumen RESISTA I.S.O. FIX 11 Tapered ISO 95+GL or Tapered RESISTA; Min. 0.5-inch I.S.O. FIX 11 adhered , -195.0 ISOGARD HD Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO SA, self- R-74 modified bitumen RESISTA I_S.O. Fix 11 Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens I.S.O. FIX 11 adhered -195.0 Deck Prime or SECUROCK Gypsum -Fiber Roof Board R-75 Existing asphaltic BUR Min. 1.5-inch ISO 95+ GL I.S.O. Stick (Optional) Additional layers of base insulation and/or min. I.S.O. Stick UltraPly TPO SA, self- -60.0 or RESISTA 0.5-inch Tapered ISO 95+ GL or Tapered RESISTA adhered Existing granule surface Min. 1.5-inch ISO 95+ GL UltraPly TPO SA, self- R-76 modified bitumen or RESISTA I.S.O. Stick (Optional) Additional layers of base insulation I.S.O. Stick adhered -120.0 Existing asphaltic BUR or Min. 1.5-inch ISO 95+ GL Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO SA, self- R-77 granule surface modified I.S.O. Stick Tapered ISO 95+GL or Tapered RESISTA; Min. 0.5-inch I.S.O. Stick -60.0 bitumen or RESISTA ISOGARD HD adhered Min. 1.5-inch ISO 95+ GL Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO SA, self- R-78 Existing asphaltic BUR I.S.O. Stick Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens I.S.O. Stick -60,0 or RESISTA Deck Prime or SECUROCK Gypsum -Fiber Roof Board adhered R-79 Existing granule surface Min. 1.5-inch 150 95+ GL Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber UltraPly TPO SA, self- I modified bitumen or RESISTA I.S.O. Stick Roof Board I.S.O. Stick adhered - 120.0 NEMO ETC, LLC Certificate of Authorization #32455 @2019, MEMO ETC, U-C 7 Tm EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 945-3875 Evaluation Report F8970.02.08-R15 for FL10264-R15 Revision 15: 09/23/2020 Appendix 1, Page 60 of 63 NEMO I etc. MEMEMEMEM I System Substrate (Note 1) Insulation Layer Attach Roof Cover (Note 15) MOP No. Fasten (Note 11) Spacing (Psf) Existing standing seam or lap seam One or more layers, any Firestone Purim Fasteners and UltraPly TPO bonded to UltraPly TPO InvisiWeld R-80 metal roof covers having min. 3/16-inch combination, preliminarily UltraPly TPO InvisiWeld Plates are 18-inch o.c. along Plates with RhinoBond Portable Plate Bonding Too] -30.0 to max. Y-inch thick steel purlins fastened per FM Approvals fastened through to purlins purlins and weighted RhinoBond Cooling Clamps. spaced max. 60-inch o.c._ requirements Existing standing seam or lap seam One or more layers, any Firestone Purlin Fasteners and UltraPly TPO bonded to UltraPly TPO InvisiWeld R-81 metal roof covers having min. 3/16-inch combination, preliminarily UltraPly TPO InvisiWeld Plates are 12-inch o.c. along Plates with RhinoBond Portable Plate Bonding Tool -45.0 to max. X-inch thick steel purlins fastened per FM Approvals fastened through to purlins purlins and weighted RhinoBond Cooling Clamps. spaced max. 60-inch o.c. requirements Existing standing seam or lap seam One or more layers, any Firestone Purlin Fasteners and UltraPly TPO bonded to UltraPly TPO InvisiWeld R-82 metal roof covers having min. Y-inch combination, preliminarily UltraPly TPO InvisiWeld Plates are 6-inch o.c. along Plates with RhinoBond Portable Plate Bonding Tool -52.5 thick steel purlins spaced max. 120-inch fastened per FM Approvals fastened through to purlins purlins and weighted RhinoBond Cooling Clamps. O.C. requirements Existing standing seam or lap seam One or more layers, any Firestone Purlin Fasteners and UltraPly TPO bonded to UltraPly TPO InvisiWeld R-83 metal roof covers having min. 3/16-inch combination, preliminarily UltraPly TPO InvisiWeld Plates are 6-inch o.c. along Plates with RhinoBond Portable Plate Bonding Tool -82.5 to max, X-inch thick steel purlins fastened per FM Approvals fastened through to purlins purlins and weighted RhinoBond Cooling Clamps. spaced max. 60-inch o.c. requirements NEMO ETC, LLC Certificate of Authorization #32455 02019, NEMO ETC, LLC 7'H EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FI-10264-1115 Revision 15: 09/23/2020 Appendix 1, Page 61 of 63 12 0 Im M, I System Substrate (Note 1) Insulation Roof Cover MDP Type Attach Membrane Fasteners (Note 11) Attach (Psf) No. Existing standing seam or lap seam metal roof One or more Prelim, Firestone Purlin Fasteners 18-inch o.c. within 6-inch wide laps spaced max. 72- R-84 covers having min. 3/16-inch to max. Y.-inch thick layers, any UltraPly TPO and Firestone HD Seam inch o.c. to engage steel purlin. Laps sealed with -30.0 steel purlins spaced max. 72-inch o.c. attached combination Plates 1.5-inch heat weld. Existing standing seam or lap seam metal roof One or more Prelim. Firestone Purlin Fasteners 12-inch o.c. within 6-inch wide laps spaced max. R-85 covers having min. 3/16-inch to max, X-inch thick layers, any UltraPly TPO and Firestone HD Seam 114-inch o.c. to engage steel purlin. Laps sealed -30.0 steel purlins spaced max. 114-inch o.c. attached combination Plates with 1.5-inch heat weld. 12-inch o.c. within 6-inch wide laps spaced max. Existing standing seam or lap seam metal roof One or more Firestone Purlin Fasteners 142-inch o.c. to engage steel purlin. Laps sealed R-86 covers having min, 3/16-inch to max. X-inch thick layers, any Prelim. UltraPly TPO and Firestone Coiled Metal with 5-inch heat weld that encapsulates the batten -30.0 steel purlins spaced max. 142-inch o.c. combination attached Batten Strips and fasteners or are primed with UltraPly TPO QuickPrime and sealed with UltraPly TPO QuickSeam Flashing. Existing standing seam or lap seam metal roof One or more Prelim. Firestone Purim Fasteners 12-inch o.c. within 6-inch wide laps spaced max. 90- R-87 covers having min. 3/16-inch to max. X-inch thick layers, any UltraPly TPO and Firestone HD Seam inch o.c. to engage steel purlin. Laps sealed with -45.0 steel purlins spaced max. 90-inch o.c. attached combination Plates 1.5-inch heat weld. Existing standing seam or lap seam metal roof One or more Prelim. Firestone Purlin Fasteners 6-inch o.c. within 6-inch wide laps spaced max. 142- R-88 covers having min. 3/16-inch to max. Y-inch thick layers, any UltraPly TPO and Firestone HD Seam inch o.c. to engage steel purlin. Laps sealed with -52.5 steel purlins spaced max. 142-inch o.c. attached combination Plates 1.5-inch heat weld. System Substrate (Note 1) Insulation Roof Cover MDP No. Type Attach Membrane Fasten (Note 11) Attach (Psf) Existing standing seam or Firestone UltraPly QuickSeam R.M.A. Strips are applied over the insulation spaced 120- lap seam metal roof covers Firestone Purlin inch o.c. positioned over each steel purlin location. The batten is centered over each strip having min, 3/16-inch to One or more Prelim, Fasteners and and fastened into the purlins 6-inch o.c. R-89 max. %-inch thick steel layers, any UltraPly TPO combination attached Firestone Coiled Roof cover adhered to each strip by first priming the membrane underside with Firestone -45.0 purlins spaced max. 10-ft Metal Batten Strip UltraPly TPO QuickPrime at the strip location, then rolling into place with a hand roller, o.c. The min. 2-inch side laps are sealed with a min. 1.5-inch outside heat weld. NEMO ETC, LLC Evaluation Report F8970.02.08-R15 for FL10264-R15 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 15: 09/23/2020 @2019, NEMO ETC, LIC Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Appendix 1, Page 62 of 63 (04 NEMO I etc. --mosm- �P�r RoofCover Substrate (Note 1) (Psf) Fasten (Note 11) Attach Min. 22 ga., type B, Grade 33 steel or min. ; Firestone HD Fasteners with Firestone HD Seam 12-inch o.c. within 6-inch wide laps spaced 114-inch o.c. Laps sealed 2,500 psi structural concrete UltraPly TPO XR Plates with 1.5-inch heat weld. -30.0 Firestone HD Plus Fasteners with Firestone HD Plus 12-inch o.c. within 6-inch wide laps spaced 114-inch o,c. Laps sealed Min. 22 ga., type B, Grade 80 steel UltraPly TPO XR Seam Plates with 1. 5-inch heat weld. Min. 22 ga,, type B, Grad 2 33 steel or min. Firestone HD Fasteners with Firestone HD Seam 6-inch o.c. within 6-inch wide laps spaced 114-inch o.c. Laps sealed Ei 2,500 psi structural concrete UltraPly TPO XR Plates with I.S-inch heat weld. Firestone HD Plus Fasteners with Firestone HD Plus 6-mch o.c. within 6-inch wide laps spaced 114-inch o.c. Laps sealed Min. 22 ga., type B, Grade 80 steel UltraPly TPO XR Seam Plates with 1.5-inch heat weld. -67.5 System Roof Cover (Note 15) MC) No. Substrate (Notes 1 & 12) Primer (Psf)_ Type Application R-94 Existing asphaltic BUR or granule -surfaced modified bitumen roof cover over None UltraPly TPO XR I.S.C. Spray R, XR Stick, 12-inch o.c. -45.0 wood, steel or structural concrete deck R-95 Existing granule -surfaced, asphaltic modified bitumen roof cover over None UltraPly TPO XR LS.O, Spray R, XR Stick, 6-inch o.c. -142.5 structural concrete deck R-96 Existing asphaltic BUR over structural concrete deck None UltraPly TPO XR XR Stick, 4-inch o.c. -315.0 R-97 Existing asphaltic BUR or granule surface modified bitumen over structural None UltraPly TPO XR UltraPly TPO XR / I.S.O. Spray R, 4-inch o.c. -360.0 concrete R-98 Existing asphaltic BUR or granule surface modified bitumen over structural None UltraPly TPO XR Hot asphalt I 495 I concrete NEMO ETC, ULC Certificate of Authorization #32455 @2019, MEMO ETC, ULC 7"' EDITION (2020) FBC NON-HVHZ EVALUATION Firestone UltraPly TPO Single Ply Roof Systems; (317) 845-3875 Evaluation Report F8970.02.08-R15 for FL10264-R15 Revision 15: 09/23/2020 Appendix 1, Page 63 of 63 3/1/22, 2:15 PM Florida Building Code Online Im=1.t-1 BCIS Home Log In User Registration Hot Topics Submit Surcharge ! Stats & Facts Publications -. Contact Us BCIS Site Map ! Links Search Ws A Product Approval ��; p USER: Public User ":,,r Product Approval Menu > Product or Application Search > Application List > Application Detail rat s t FL # FL13269-R6 Application Type Revisions ' Code Version Application Status 2020 Approved Comments 8 Archived p Product Manufacturer YKK AP America Address/Phone/Email 1229 Hwy 441 Bypass Dublin, GA 31021 (678) 838-6044 heatherevans@ykkap.com Authorized Signature Hermes Norero fbc@buildingdrops.com Technical Representative Heather Evans Address/Phone/Email 1229 Hwy 441 Bypass Dublin, GA 31021 (678) 838-6044 heatherevans@ykkap.com Quality Assurance Representative Heather Evans Address/Phone/Email 1229 Hwy 441 Bypass Dublin, GA 31021 (678) 838-6044 heatherevans@ykkap.com Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2023 Validated By Zachary R. Priest, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13269 R6 COI COI YKK SS 2020-07-27.pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2013 ASTM E1996 2014 ASTM E283 2004 ASTM E330 2014 ASTM E331 2000 https://www.floridabui[ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FAmHKh4L43ZwpO8zVdF8fRz5P1zY4QOY3w%3d%3d 1/2 3/1/22, 2:15 PM Florida Building Code Online TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL At Model, Number or Name 13269.1 i YFW 400 TU Fixed Window Method 1 Option D 07/27/2020 08/05/2020 08/11/2020 10/13/2020 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable pressures, sizes, configurations, installation requirements and limits of use. 13269.2 1 YFW 400 TUH Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable pressures, sizes, configurations, installation requirements and limits of use. Description YFW 400 TU Fixed Window Installation Instructions FL13269 R6 II YKK262 SS 2020-07-27.p1f Verified By: Hermes F. Norero, RE. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports EL13269 R6 AE PER6747 SS 2020-07-27.pff Created by Independent Third Party: Yes YFW 400 TUN Fixed Window Installation Instructions FL13269 R6 II YKK065 SS 2020-07-27.pdf Verified By: Hermes F, Norero, P.E. Florida R.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL13269 R6 AE PER6748 SS 2020-07-27.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA,'EEO employee Copyright 2007-2013 State of Florida.:: Priva y 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 Approval Accepts: `i4 M Ek https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FAmHKh4L43Zwp08zVdF8fRz5P1zY4QOY3w%3d%3d 2/2 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3, INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL H.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT, 4. FOR INSTALLATION INTO WOOD FRAMING USE M14 WOOD SCREWS OP SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. ANCHORS MUST BE PLACED SUCH THAT A 1" EDGE DISTANCE IS MAINTAINED TO THE WOOD MEMBER'S EDGE, 5, FOR INSTALLATION INTO METAL STUD USE L/4"GRADES SELF -DRILLING OR SELF -TAPPING SHEET METAL SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE, ANCHORS MUST BE PLACED SUCH THAT A 3/4" EDGE DISTANCE IS MAINTAINED TO THE METAL STUCK EDGE. 6. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/4"ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11/41NCH MINIMUM EMBEDMENT INTO CONCRETE/MASONRY. ANCHORS MUST BE PLACED SUCH THAT A 2 1/2" EDGE DISTANCE IS MAINTAINED TO THE CONCRETE OR MASONRY EDGE. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COALING, lG.IQR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 11ANSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 1.2. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0,55, B. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM 18 GA. WALL THICKNESS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, C. MASONRY - STRENGTH CONFORMANCE TO ASTM C 90, MINIMUM BLOCK AND GROUT COMPRESSIVE STRENGTHS OF 2000 PSI. YKK AP j America YFW 400TUH THERMALLY BROKEN FIXED WINDOW i♦ GENERAL NOTES_ 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • AAMA/WDMA/CSA 101/I.S,2/A440-11 • ASTM E283-04(12) • ASTM E330-14 • ASTM E331-00(09) • ASTM E1886-13a • ASTM E1996-14a • TAS 201-94 • TAS 202-94 TAS 203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3, 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BOCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME. MATERIAL 6063-TS At 7, THE DESIGNATION "O" STANDS FOR THE FOLLOWING: 0: FIXED PANEL 8. GLAZING SHALL COMPLIES WITH ASTM E1300 REQUIREMENTS, SEE SHEET 2 FOR GLAZING DETAILS, 9. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED IN ACCORDANCE WITH THE FBC. PRODUCT RATING MAXIMUM SIZE DESIGN PRESSURE MISSILE IMPACT RATING SEE DP TABLE, SEE DP TABLE, SEE SMALL MISSILE AND LARGE SHEET 2 SHEET 2 MISSILE GLAZING OPTIONS, SHEET 2 TABLE OF CONTENTS SHEET 1 SHEET DESCRIPTION INSTALLATION & GENERAL NOTES 2 3 DESIGN PRESSURE TABLE AND GLAZING DETAILS ELEVATION, ANCHOR LAYOUT AND ANCHOR SCHEDULE 4 STRAP INSTALLATION VERTICAL/HORIZONTAL SEC FIONS 5 CLIP INSTALLATION VERTICAL/HORIZONTAL SECTIONS 6 7 COMPONENTS AND BILL OF MATERIALS FRAME CORNER CONSTRUCTION DETAIL WK CIP(hp lity w-wfire YKK AP America Inc. _9 "'y"I o-+aass Duel ry 6eo s�au �H'fa ifr72] -E955 FAY_ IE>8Itl3S6W1 u a Z T WO O °z Zo a_ p a w 6 � t� z z <� z 3 = o o T � 2) 00A M. ro< 0 � } � 0 <3 a A. WEEP NOIF REMOVAI. ' lA I01,;l ,1-;1� e. SILL FXTENOEP. UpDATF MS O4.02.201 m�qr p A e 'fS#j - iiF Z" Y2j/dddAtltitY , HERNES f. NORERO, P.E. FLORIDA P.E. N, 73778 aUi oD DRDPS, - 348 E 0A OEAOH 81W p 33a DANIA BEACH. FL 33004 E O'N'. OF --Al - FL 9: FL13269 DATE: 05.15.18 _ DWG. BY: CHIC, BY: AR HFN SCALE: NTS DWG. 4: YKK065 SHEET: OF 7 DESIGN PRESSURE TABLE _ _ _ 'MAX.fkAME MAX. FRAME ALL GLA55 TYPES - WIDTH (IN.) HEIGHT RN.1 - {PSf) (PSO ! 30 I 36 900 120 0_l{ 900 1200 42 7 48 I 84 _� 900 1200 t ___. 90.0- 1200. 54 8 866 115.E SU J 671 30 0 0 � 120.0 36 99G 120.0 } 47 48 90 goo120.0 960 i, 120G 54 _ 30 _ 867 1156 120 ( 90 0 0 _ 42 96 1200 ( 90 0 1200 ! 48 52 30 __-- 90.0 120.0 900 1 1210 900 1200 - I 3b 42 _- 48 102 -j 900 1200 _ 900 1200 90 0 120 o 42 J Z08 _ 90.0 Szo 0 90 0 1 320,0 90 0 12-G U Ft 46 900 1200 } 30 900 1L00 11 _ 36 42--- 114 900 12001 1 900 1200 30 36 40 .! NOTES: 121 _......_ 90,0120 0 90 0 1200 J 90.U.._._._ 120.0 LARGE MISSILE IMPACT RATED GLASS APPROVED FOR USE INSIDE AND OUTSIDE HVHZ 1" O.A. INSULATED LAMINATED GLASS CONSISTING OF: /" HEAT STRENGTHENED GLASS s/�' AIR SPACE GLAZING NOTES: &" HEAT STRENGTHENED GLASS 1. GLASS TYPE AND THICKNESS COMPLIES WITH ASTM 0 075" VANCEVA STORM INTERLAYER E1300 REQUIREMENTS AS WELLAS APPLICABLE SAFETY BY EASTMAN FORMLY KNOWN AS SAFLEX GLAZING REQUIREMENTS PER THE FBC. THICKNESS, CP INTERLAYER BY SOLUTIA TEMPER, AND SAFETY GLAZING REQUIREMENTS SHALL. Y "HEAT STRENGTHENED GIASS BE REVIEWED ON A SITE SPECIFIC BASIS. EXTERIOR \ 36 37 38 39 2. SETTING BLOCK DUROMETER HARDNESS OF 70-90 INTERIOR (SHORE A) AS REFERENCED IN FBC CHAPTER 24. / 1 3, SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH EXTERIOR PER FBC ID t 4 D.LO. AAND DESIGNP ES URESSMAY NOTC CEXCEED MAX 34 VALUES IN GLASS CHARTS. 1/2" GLASS BITE 4 1J2"AIR SPACE CONSISTING OF ALUMINUM SPACER: ALUMINUM BOX SPACER. 18 3 PRIMARY SEALANT: POLYISOBUTYLENE. IPIB). BOX SPACER SECONDARY SEALANT: STRUCTURAL SILICONE ALUMINUM �. 28 INTENDED FOR FABRICATION OF INSULATING BOX SPACER 19 21 GLASS UNITS. 1 GLAZING DETAIL G1 LARGE MISSILE IMPACT WET GLAZED DESIGN PRESSURES HAVE BEEN DETERMINED IN ACC O RUANCE WITH AS(M E13008,CHAPTER 'I/ OF ME DEC FOR SIZES OTHER THAN TESTED. FRAME HEIGHTS AND WIDTHSARE INTERCHANGEABLE, SEE DIAGRAM ON SHEET 3- SMALL MISSILE IMPACT RATED GLASS APPROVED FOR USE INSIDE AND OUTSIDE HVHZ 1" O.A. INSULATED LAMINATED 1" O.A. INSULATED LAMINATED GLASS CONSISTING OF GLASS CONSISTING OF: Y4" TEMPERED GLASS %" TEMPERED GLASS /,E" AIR SPACE&" 3/, `HEAP STRENGTHENED GLASS YE" AIR SPACE HEAT STRENGTHENED GLASS 0.060" TROSIFOL PVB INTERLAYER 0.060" SAFLEX PVB INTERLAYER BY BY KURARAY FORMERLY KNOWN EASTMAN FORMLY KNOWN AS SOLUTIA AS BUTACITE BY DUPONT EXTERIOR j %e" HEAT STRENGTHENED GLASS INTERIOR EXTERIOR .II- IT %E" HEAT STRENGTHENED GLASS \ INTERIOR ALUMINUM BOX SPACER V 1/2" GLASS BITE GLAZING DETAIL G4 1/2" GLASS BITE ALUMINUM_/ Box SPACER 19 GLAZING DETAIL G6 SMALL MISSILE IMPACT SMALL MISSILE IMPACT DRY GLAZED DRY GLAZED 1" O.A. INSULATED LAMINATED GLASS CONSISTING OF! Y44' TEMPERED GLASS s'& AIRSPACE %s" HEAT STRENGTHENED GLASS 0.0/5VANCEVA STORM INTERLAYER BY EASTMAN FORMLY KNOWN AS SAFLEX CP INTERLAYER BYSOLUTIA %e" HEAT STRENGTHENED GLASS \ 36 37 38 39 INTERIOR LARGE MISSILE IMPACT WET GLAZED 1/2" GLASS BITE SMALL MISSILE IMPACT RATED GLASS APPROVED FOR USE OUTSIDE HVHZ ONLY 1" O.A. INSULATED LAMINATED 1" O.A. INSULATED LAMINATED GLASS CONSISTING OF: GLASS CONSISTING OF'. Y4" HEAT STRENGTHENED GLASS %" HEAT STRENGTHENED GLASS s/6`AIR SPACE %s' AIR SPACE /s' HEAT STRENGTHENED GLASS XE' HEAT STRENGTHENED GLASS 0.060" TROSIFOL PVB INTERLAYER BY KURARAY 0.060" SAFLEX PVB INTERLAYER BY FORMERLY KNOWN AS BUTACITE BY DUPONT EASTMAN FORMLY KNOWN AS ifs"HEAT STRENGTHENED GLASS SOLUTIA EXTERIOR j,pY,," HEAT STRENGTHENED GLASS EXTERN INTERIOR INTERIOR 1/2" GLASS BITE 9 ALUMINUM BOX SPACER 19 �. 1 GLAZING DETAIL GS SMALL MISSILE IMPACT DRY GLAZED ALUMINUM BOX SPACER 11/2" GLASS BITE J �"—--, Ll GLAZING DETAIL G3 SMALL MISSILE IMPACT DRY GLAZED YEKK a p 5AIRY Tz y nas YKK AP America Inc. I]9 v =i > 7z7> 95 ..f leis soa. u Z M E O E, 8 a x C) S � U q� w� ED d i O o j 2 a s z z Q ZS w H �4 C < H REMARKS BY DATE A. WEEP HOLE RCMOVAL lA 05.15-1 B. SILL EXTENDER UPDATE MS 104 02 N®b Ln . ,bdPg6 N 7 7 X-6tO d@itll� '�S4`b HERRYS F. ORORO, R E. FLORIDA F.E. 73778 BUILOtNG —, - 39B E. D—A BL BI.W. # 338 DAPNA BEACH, F 33004 fEPE CERt. OF AU tMORIZATO a 29578 FL# FL13269 DATE: 05.15.18 DWG. BY: CHK. BY: AR HFN SCALE: N iy S DVVG.a: YKK065 SHEET: 2 I UNIT MAX. HEIGHT 96" UNIT MAX. WIDTH 52" 1 a- 7. HT '5" FRAME WIDTH �---- FRAME HEIGHT --I FRAME HEIGHT FRAME W1)TH L...__. 4" FROM CORNERS 11" MAX. O.C. 11" MAX. O.C. O,. 4" FROM CORNERS MICAOR LATOUT 11__JL __IL II N II 11 it II NOTE: u n n n n u WINDOW WIDTH AND HEIGHT ARE _ " " NOTE: UNITS MAY USE INTERCHANGEABLE FOR ALL SIZES SHOWN FALSE MUNTINS NOT TO EXCEED MAXIMUMUALIFIED [HEREIN SQUARE FOOT AREA OF 37.7 FT2. 11__JL-_IL ap BAY 'nsp es YKK AP America Inc. 1—Nwv as nwASS ounuN, __A 1+H:IGI872I'I-B11 — 1—)838--1 ci Z_ a 0 m Z p q a 4 y J m Z a x 3 - F p E n w o? wQ >m `r o w3 —i F REMARKS BY DATE A. WEEP HOLE REMOVAL JA 05.15.1 6.SIU.EXTENDERUPDATE MS O4.02.: ,Cyr///. SA .OF e m C3� O t©� t NERAAES f. NCRERO, P E. fCOR100. P.E. �3JJ8 BUILDING DROPS, iNC 398 E. DANiA BEAl. , nuixaRy BIVD. ]38 DANU D£AGi, Ft ]]GOt faaE CERT. of lznnw, No. zss�e FL 4: FL13269 DATE 05.15.18 DWG. BY: CHK. BY: AR NFN SCALE: NTS DWG. 1l: YKK065 SHEET: 3 CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/MASONRY & 2X WOOD BUCK BY OTHERS 2X WOOD BUCK a BY OTHERS ° a EXTERIOR FINISH a ° BY OTHERS — PERIMETER SEALANT AND BACKER ROD BY OTHERS!`_ O.A. UNIT 9 HEIGHT SEE GLAZING ._ ji DETAILS SHEET 2 i EXTERIOR- VERTICAL SECTION �4J HEAD - 2X WOOD BUCK STRAP ANCHOR. 3/4" MIN. EDGE DISTANCE a #14 WOOD SCREW INSTALLATION ANCHOR 11/2" MIN. EMBEDMENT �� \I 1/4" MAX. SHIM SPACE INTERIOR 11/2" MIN. EMBEDMENT 3/4" MIN. EDGE DISTANCE 1/4" MAX. SHIM SPACE INTERIOR #14 WOOD SCREW i SEE GLAZING INSTALLATION ANCHOR 3 4 DETAILS SHEET 2X WOOD FRAMING AA BY OTHERS J SHEATHING BY OTHERS PERIMETER SEALANT BY OTHERS -_ ( Z 2 EXTERIOR EXTERIOR FINISH BY OTHERS O.A. UNIT —®- WIDTH HORIZONTAL SECTION 4 JAMB - 2X WOOD FRAMING STRAP ANCHOR EXTERIOR INTERIOR SEE GLAZING DETAILS SHEET 2 O.A. � O.A. UNIT � \ UNIT HEIGHT t l t / 4 HEIGHT / 3 1/4" MAX. SHIM SPACE PERIMETER SEALANT - a BY OTHERS 11/4" MIN. EXTERIOR FINISH ° ° EMBEDMENT BY OTHERS PRECAST SILL OR CONCRETE/MASONRY1 ° e BY OTHERS ° ' d 1/4" ITW TAPCON 2 1/2" MIN. INSTALLATION ANCHOR EDGE DISTANCE rA---� VERTICAL SECTION SILL-CONCRETE/MASONRY STRAP ANCHOR SEE GLAZING DETAILS SHEET 2 —\ INSIDE BOTTOM 1 / OF JAMB. �j *OPTIONAL EXTERIOR FINISH i ° < ° a e YNK ap wl aj/ umpws YKK AP America Inc. Z2 Du1A, (-1-1-1 a t tt» sis IAx-�ezateiesoo< �y z Z E 2 zw O� oa 5a 0m X No xr; z— 6 j m m 3 � a Tw REMARKS BY DATE A. WEEP HOLE REMOVAL Jk 05151 B. SILL EXTENDER UE+DATE MS O4.01.2 SEALSCREW /HEADS ,^ V u r� N 7 7 D SR OF 42 43 NAX. SPACE ®�e�°6tgei§tt4 x��% SHIM —ES F. —ERO, P.E. 73718 1 1/4" MIN. Fl DA P E No BUILDING DbROPS, INC 398 E. ANIR EE CH BIW. g 338 —AU rzanoN 3—N a EMBEDMENT raPE cERDkNiAr. ofu�roRlzNo. zssze FL #: BY OTHERS a a FL13269 PRECAST SILL OR CONCRETE/MASONRY ° a DATE: 05.15.18 BY OTHERS - ° a. ° DWG. BY: CHK. BY: 1/4" ITW TAPCON 2 1/2" MIN �i FN INSTALLATION ANCHOR EDGE DISTANCE NTS SCALE: VERTICAL SECTION DWG.#: YKK065 SILL - CONCRETE/MASONRY SHEET: n THROUGH FRAME //II OF CONCRETE/MASONRY \ BY OTHERS 3 THREADS PENETRATION BEYOND METAL FRAME 1/4" MAX. �- CAULK BETWEEN 3/4" MIN. EDGE SHIM SPACE CONCRETE/MASONRY & 2X DISTANCE � `�`"`�''% 6 WOOD BUCK BY OTHERS m'..€.. ° ° #14 WOOD SCREW 1/2" MIN. EDGE 2X WOOD BUCK a INSTALLATION ANCHOR DISTANCE YKK AP America Inc. BY OTHERS 'a " EXTERIOR FINISH _ � _ � INTERIOR uei C6R6-J,aza [ iz'i (e>e1asx-sem BY OTHERS - — 1/4" GRADE 5 SELF -DRILLING OR N. ___4 PERIMETER SEALANT I a SELF -TAPPING SHEET METAL EMBEDMENT SEE GLAZING v " z a. AND BACKER ROD SCREWS ANCHOR BY OTHERS DETAILS SHEET 2 L 3 z 0 „ 8 a - - w " �- _, ------ METAL SUBSTRATE BY OTHERS (SEE INSTALLATION ------ z 2 C) / / NOTE #126, SH€ET lj 1 4' MAX. O.A. 1 3 28 S fi SHIM SPACE SHEATHING 4 l HEIGHT SEE GLAZING_/'' 4 BY OTHERS DETAILS SHEET 2 PERIMETER SEALANT x -' o— u< Y CO m BY OTHERS 2 EXTERIOR o EXTERIOR FINISH EXTERIOR INTERIOR w> ><3 J BY OTHERS O.A. p �— UNIT —+ REMARKS BY DATE WIDTH A. WFFP HOLE REMOVAL JA 05.15.1E VERTICAL SECTION G HORIZONTAL SECTION B.SlH FXTFNOFRUPDATF MS 04.027( HEAD - 2X WOOD BUCK S JAMB - STEEL STUD CLIP ANCHOR CUPANCHOR A111111111 "5 Il IA" ITIER Oor. ®®��® EXTERIOR INTERIOR ®® ��a ...----- J SEE GLAZING `� SEAL SCREW E e` L.Y �0 SEE GLAZING ( DETAILS SHEET 2 HEADS m N 7 7 a DETAILS SHEET 2 e 40 O.A. O.A. A g "YY $ A OF ig' UNIT UNIT INSIDE BOTTOM 1 ( 41 9 - ,• HEIGHT 1 / HEIGHT OF IAMB. 9 42 �'K. tii�r°�yY(✓ �� 28 5 6 1/4" MAX. *OPTIONAL -q 43 r SHIM SPACE "'F SPACE (� SHgMRAk 6 47`'-'- t HERMES F NORERO, RE. 11f yj PERIMETER SEALANT ° -.1NP.E. No C BUILD C DRWSl NC 3sa E. onN�n eE cH e�w. p 335 BY OTHERS ° ° 11/4" MIN. ° ° ° 11/4" MIN. OXN�A BEAgftt 33W4 reRE cERr. or nurN zaroN Na. zss>a EXTERIOR FINISH 4 e EMBEDMENT ° 4- EMBEDMENT EXTERIOR FINISH 4 FL#: ° BY OTHERS BY OTHERS FL13269 . a PRECAST SILL } PRECAST SILL ° OR CONCRETE/MASONRY 4 ° ° OR CONCRETE/MASONRY 4 ° - ° BY OTHERS ° 4 ° BY OTHERS ° ° ° °4 DATE: 05.15.18 W DG. BY: CHK. BY: 1/4" ITW TAPCON� 2 1/2" MIN, 1/4' ITW TAP( 2 1/2" MIN. AR I HFN INSTALLATION ANCHOR EDGE DISTANCE _ INSTALLATION ANCHOR SCALE: NTS EDGE DISTANCE (`E`-� VERTICAL SECTION rHf� VERTICAL SECTION DWG. #: YKK065 SHEET : 5 SILL-CONCRETE/MASONRY ` � % SILL-CONCRETE/MASONRY CLIP ANCHOR THROUGH FRAME �F 7 YFW 400TUH BILL OF MATERIAL ITEM# PART# DESCRIPTION MATERIAL MANUFACTURER I BE9-5701 FRAME HEAD AND SILL 6063 T5 YKK-AP 2 BE9-5702 FRAME JAMB 6063 TS YKK-AP 3 E9-S731 LMi GLASS STOP 6063 T5 YKK-AP 4 E9 S732 LMI GLASS STOP COVER 6063-T5 YKK-AP 5 E71922 CLIP ANCHOR(E9-4034) 6063 T5 YKK AP 6 E94035 CLIP ANCHOR COVER 6063-TS YKK-AP 7 8 E` 1921 E9-8431 STRAP ANCHOR(BE9-8567) STRAP ANCHOR COVER 6063 T5 6063 T5 YKKAD YKK-AP 9 E9-5730 GLASS STOP 6063-T5 YKK AP 10 - NOT USED 11 - NOT USED - 12 - NOT USED NOT USED 14 NOT USED 15 NOT USED 16 NOT USED -17 - IS E2-0672 E2-0670 WEDGE GASKET GLAZING IS - - - _— GLAZING TAPE- PSA-2 EPOM pOU LV' TREMCO OR EQUAL TAPE SPECIALTY I9 "_..4 SETTING BLOCK EPDM TREMCO OR EQUAL - NOT USED E2-0350 ARROW SPACER EPDM TREMCO OR EQUAL - NOT USED - NOT USED r - NOT USED NOT USED NOT USED NOT USED PC-7.008 410 X I12" PHSMS T/AB 29 PC-1020SS #10 X 1 I/4" PHSMS-SS T/AB 30 - NOT USED 31 32 FRAME ANCHOR (SEE ANCHOR CHART) N07USED 33 - INSULATED IMPACT GLASS (SEE GLAZING OPTIONS) - 34 35 SILICONE JOINT SEALER TREMSIL 600 OR PECORA 896FC _.._..-___.._.........__....-._ NARROW JOINT SEAM SEALER SILICONE ARCYLIC TREMCD OR EQUAL SM-55040R EQUAL 36 GLAZING SILICONE PROGLAZE2 SILICONE TREMCO 37 GLAZING SILICONE DOW 995 SILICONE DOW 38 GLAZING SILICONE SPECTRUM SILICONE TREMCO 39 GLAZING SILICONE PECORA 895NST SILICONE PECORA EI-2005 END DAM 8E9-4585 4" WEEPING SILL FLASHING 6063-T5 YKK-AP o E2-035� PUSH IN SPACER SCR900 DUROMETER 70'5 [40 PC-0806S5 E9-4559 48 X 3/8" PHSMS TYPEAB SILL TRIM BASE STAINLESS STEEL E9-4586 3" 1111 TRIM 6063-TS YKK-AYKK-AP E2-0771 JRMB BLOCK 6063-75 YKK AP �-- 4.000" 1.813" F71161 FRAME HEAD AND SILL 6063-T5 0.047" I GLASS STOP COVER 6063-T5 J_ �-- 4.000" —I 1,813" i 0.063" FRAME JAMB 6063-T5 k0,094" 0.813"-----� —m— 2,395" 1,024" i1j59" 0.055" 0 GLASS STOP 6063-T5 0.062" 0.875" —«-{ 1.992" 0 CLIP ANCHOR CLIP ANCHOR COVER 6063-TS 6063-T5 1 jj((�� 0.079" 0.618" .._� 'Lr,_ 0.857" 5.435" STRAP ANCHOR 6063-T5 4.695' 1.375" 0.047" d 0.050" — 1.056" 0,907" 1� I 0.811" 1.984" 0 STRAP ANCHOR COVER O SMi GLASS STOP 6063-T5 6063-T5 2.875" ®I 5, 0.087" 42 4" WEEPING SILL FLASHING 44 SILL TRIM BASE 6063-T5 6063-T5 1,679" P T—I— 3.821" —�- 4045 3" SILL TRIM 5 6063-T5 1,679" 4.821" 46 4" SILL TRIM 6063-TS Quality YKK AP America Inc. I225 V B RH055 H. ( 18r ] X. f-IfliE:i&6001 v, Z, a o a� O k z Q Z r 3 i N O 3 1=j �= 0 �pJ of Z mmr a � F REMARKS BY DATE A. WEEP HOLE REMOVAL JA 05-15A B. SILL EXTENDER UPDATE I MS 104 02.: �$tt{ga✓r�'� " r.cA .1�d S A OF �®ems®��8 tettttRr�G4`��: F—D f. NORERO, P.E. ElIXE10A P.E. No 73778 BUILDING DRCPS, INC 3gB E. DnNIA BEAM 8LV1}. d 339 D 4R BEACH, EL 33IMY4 fBPE ccRr. Df AurHamznnoN No. zRs>s FL #: FL13269 DATE: 05.15. i$ DWG. BY; CHK. BY: AR HFN SCALE: NTS DWG.#: YKK065 6 OF 7 398 East Dania Beach Blvd. B U I L D I PYG D R 0 P S Suite 338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 Certificate of Authorization: 29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report M YFW 400 TUH Thermally Broken Fixed Window (HVHZ) (impact) 0 FL# FL13269 Report No. 6748 Current Florida Building Code Method: 1 — D (Engineering Evaluation) Category: Windows M Product: YFW 400 TUH Thermally Broken Fixed Windo Materials: Aluminum 6063-TS Product Dimensions: See Installation Instructions, YKK065 Prepared for: YKK AP America, Inc, 1229 Hwy 441 Bypass Dublin, GA 31021 Prepared by: Hermes F, Norero, P.E. Florida Professional Engineer # 73778 Date: 04/02/2020 Contents: Evaluation Report Pages 1 — 4 Digitally signed by Hermes F Norero Reason: I am approving this document Date: 2020.07.27 19:07:29 -04'00' BUILDING ��N� ��m~�m—�� APerfect Solution inEvery Drop! Certificate of Authorization: 29S78 Manufacturer: YKK AP America, Inc. Product Category: Windows Product Sub -Category: Fixed Compliance Method: State Product Approval Method (1)(d) Product Name: YFW 400 TUH Thermally Broken Fixed Windo (HVHZ) (impact) i FL#: FL13269 Date: 04/02/2020 Report No: 6747 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for YKK AP America, Inc. based onMethod Aofthe State nfFlorida Product Approval, Department ofBusiness and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F.Noreo\P.E.does not have nor will acquire financial interest inthe company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions YKK065, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16ufthe current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing YKK065 require further engineering analysis byalicensed engineer orregistered architect. 5. See Installation Instructions YKK065 for size and design pressure limitations. Hermes F.Nnren\P.E. Florida No. 73778 Page 2of4 IQBUILDING �� «��—�� APerfect Solution in Every Drop! 46", Certificate of Authorization: 29578 Quality Assurance: The manufacturer has demonstrated compliance of manufacture of products in accordance with the current Florida Building Code for manufacturing under a quality assurance program audited byanapproved quality assurance entity through Architectural Testing, Inc. (FBC Organization #: QUA3739). Performance Standards: The product described herein has been evaluated per: w AAK4A/VVDKHA/[SA1O1AI2/A44O-11 * ASTMElQO6-13a w ASTME1996-14a w TAS201-94 m TAS202-94 Referenced Data: 1. Product Testing performed by Hurricane Test Laboratory, LLC. (FBCOrganization #TST15Z7) Report #:523l-06O3-09'Report Date: O7/21/O9 2. Product Testing performed by Architectural Testing, Incl TAS Reports Signing Engineer: J.P. McDonald, P.E. # 774 3. Product Testing performed byintertek (FB[Organization #TST3O9l) Report #:]44O4.O3'550-44 Report Date: 06/l0/19 TASReports Signing Engineer: Vinu].Abraham, FLP.E.#53820 Report #:|5654.OZ-55O44RO'Report Date: O7/24/18 Report#: L0835.01-550-18 RO' Report Date: 07/21/20 4. Material Certification Miami -Dade County Notice mf Acceptance Eastman Chemical Company (Previously So|utia) SaflexPVB|nte/|ayer Vanceva Storm |nter|ayer 5� Material Certification Miami -Dade County Notice ofAcceptance KunarayAmerica (Previously E.iDuPont DeNemours8'Co. |nc.) Trosifo|PVB|nter|ayer Hermes F.Nuren\P£ Florida No. 73778 BUILDING �� m—�� A Perfect Solution inEvery Drop! Certificate of Authorization: 29578 6. Quality Assurance Architectural Testing, Inc. FL#: FL13269 Date: 04/02/2020 Report No: 6747 Refer to Installation Instructions (YKK065) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (YKK06S) for design pressures based on size, configuration, and glass types. Hermes F.Noren4Pf. Florida No. 7377O Page 4 of 4 3/1/22, 2:15 PM Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search a Product Approval db r USER: Public User Product ApprovalMenu > E_roduct or Apo _caLjonSearch > &j_ic�abon List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL13269-R6 Revision 2020 Approved YKK AP America 1229 Hwy 441 Bypass Dublin, CA 31021 (678) 838-6044 heatherevans@ykkap.com Hermes Norero fbc@buildingdrops.com Heather Evans 1229 Hwy 441 Bypass Dublin, GA 31021 (678) 838-6044 heatherevans@ykkap.com Heather Evans 1229 Hwy 441 Bypass Dublin, CA 31021 (678) 838-6044 heatherevans@ykkap.com Windows Fixed Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2023 Validated By Zachary R. Priest, P.E. Validation Checklist - Harccopy Received Certificate of Independence FL13269 R6 COI COI YKK SS 2020 07 27.pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 10I/I.&2/A440 2011 ASTM E1886 2013 ASTM E1996 2014 ASTM E283 2004 ASTM E330 2014 ASTM E331 2000 https://www.flo rid a build i ng.org/pr/p r_ap p_dtl. aspx? pa ram=wG EVXQwtDqvRk6 bsvZ66FAm H Kh4 L43Zw p08zVd F 8fRz5 P 1 zY4QOY3w% 3d % 3d 1/2 3/1/22, 2:15 PM Florida Building Code Online TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Model, Number or Name 13269.1 YFW 400 TU Fixed Window Method 1 Option D 07/27/2020 08/05/2020 08/11/2020 10/13/2020 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable pressures, sizes, configurations, installation requirements and limits of use. 13269.2 1 YFW 400 TUN Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable pressures, sizes, configurations, installation requirements and limits of use. Description YEW 400 TU Fixed Window Installation Instructions FL13269 R6 II YKK262 SS 202Q 07-27.pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL13269 R6 AE PER6747 SS 2020-07-27.pdf Created by Independent Third Party: Yes YFW 400 TUH Fixed Window Installation Instructions FL13269 R6 II YKK065 SS 2020-07-27.pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL1.3269 R6 AE PER6748 SS 2020-07-27.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-iS24 The State of Florida is an AA/EEO employer. Copyright 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(i), 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 h re . Product Approval Accepts: . :J M ei:,hEck https:llwww.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvRk6bsvZ66FAmHKh4L43ZwpO8zVdF8fRz5PlzY4QOY3w%3d°/n3d 2/2 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3, INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2 NCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4, FOR INSTALLATION INTO WOOD FRAMING USE #14 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. ANCHORS MUST BE PLACED SUCH THAT A 1" EDGE DISTANCE IS MAINTAINED TO THE WOOD MEMBER'S EDGE. 5. FOR INSTALLATION INTO METAL STUD USE1/4"GRADES SELF -DRILLING OR SELF -TAPPING SHEET METAL SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE. ANCHORS MUST BE PLACED SUCH THAT A 3/4" EDGE DISTANCE IS MAINTAINED TO THE METAL STUD'S EDGE, 6. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 114" ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4 INCH MINIMUM EMBEDMENT INTO CONCRETE/MASONRY. ANCHORS MUST BE PLACED SUCH THAT A 2 1/2" EDGE DISTANCE IS MAINTAINED TO THE CONCRETE OR MASONRY EDGE. T MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, 10TOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS, EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK, 11ANSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 12.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. STEEL -MINIMUM YIELD STRENGTH OF33 KSI. MINIMUM 18 GA. WALL THICKNESS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, C, MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. MIN I MUM BLOCK AND GROUT COMPRESSIVE STRENGTHS OF 2000 PSI. YKK AP America Inc. YFW 400TUH THERMALLY FIXED WINDOW 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/Is.2/A440-11 • ASTM E283-04(12) • ASTM E330-14 • ASTM E331-ROILS) • ASTM E1886-13a • ASTM E1996-14a • TAS 201-94 • TAS 202-94 • TAS 203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3, 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5, APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: 6063-TS ALUMINUM 7, THE DESIGNATION "0" STANDS FOR THE FOLLOWING: 0: FIXED PANEL 8, GLAZING SHALL COMPLIES WITH ASTM E1300 REQUIREMENTS, SEE SHEET 2 FOR GLAZING DETAILS. 9. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED IN ACCORDANCE WITH THE FRO. PRODUCT RATING MAXIMUM SIZE DESIGN PRESSURE MISSILE IMPACT RATING SEE DP TABLE, SEE DP TABLE, SEE SMALL MISSILE AND LARGE SHEET 2 SHEET 2 MISSILE GLAZING OPTIONS, SHEET 2 TABLE OF CONTENTS SHEET 1 SHEET DESCRIPTION INSTALLATION & GENERAL NOTES 2 3 DESIGN PRESSURE TABLE AND GLAZING DETAILS ELEVATION, ANCHOR LAYOUT AND ANCHOR SCHEDULE 4 5 STRAP INSTALLATION VERTICAL/HORIZONTAL SEC] IONS CLIP INSTALLATION VERTICAUHORIZONTAL SECTIONS 6 COMPONENTS AND BILL OF MATERIALS 7 FRAME CORNER CONSTRUCTION DETAIL WK ap(Lua;ey r p e.. YKK AP America Inc. vPAzs N� 6..... A31(Ri vr-wie,mss Faxle�alevaeooi U 3 z12 a c o a Z = � y 0o s Z o a 3 S m m m v � REMARKS BY DATE A. WEEP HOLE REMO✓AI. IA 05.15.] 8. SILL EXTENDER IIPOFIE MS O4.02.i -dB2 "f Vjtpjq'� C` AtiS` lslr%166tittll:. H—S f NONEAO, P.E. FLMDA PE N,, 73— BJKOMC DA—, INC 39 E. DANIA BEACH 8 D. If338 DANIA BEACH, FL 3-4 FBPE —1, OF AUTHOR —ION No. 295�8 FL #: FL13269 DATE: 05.15.18 DWG. BY: CHK. BY: AR I HFN_ SCALE: NTS DWG.#: YKK065 SHEET: OF 7 LARGE MISSILE IMPACT RATED GLASS APPROVED FOR USE INSIDE AND OUTSIDE HVHZ 1" O.A. INSULATED LAMINATED 1" O.A. INSULATED LAMINATED GLASS CONSISTING OF: GLASS CONSISTING OF: y"HEAT STRENGTHENED GLASS Y4' TEMPERED GLASS s/s' AIR SPACE GLAZING NOTES: /r;' AIR SPACE XS"0 HEAT STRENGTHENED GLASS I. GLASS TYPE AND THICKNESS COMPLIES WITH ASTM %s' HEAT STRENGTHENED GLASS 0.75"VANfEVA STORM IN E 1300 REQUIREMENTS AS WELL AS APPLICABLE SAFETY 0,075" VANCEVA STORM INTERLAYER BY EASTMAN FORMLY KNOWN AS SAFLEX GLAZING REQUIREMENTS PER THE FBC. THICKNESS, BY EASTMAN FORMLY KNOWN AS SAFLEX CP INTERLAYER BY SOLUTIA TEMPER, AND SAFETY GLAZING REQUIREMENTS SHALL CP INTERLAYER BY SOLUTIA HEAT STRENGTHENED GLASS BE REVIEWED ON A SITE SPECIFIC BASIS. 3/s' HEAT STRENGTHENED GLASS EXTERIOR \ 36 37 38 39 2, SETTING BLOCK DUROMETER HARDNESS OF 70-90 INTERIOR {SHORE A) AS REFERENCED IN FBC CHAPTER 24. \ 36 37 38 39 / 3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH EXTERIOR INTERIOR FOR GLASS WIDER THAN 36" AS PER FBC CHAPTER 24, / 34 4. DA.0. AND DESIGN PRESSURES MAY NOT EXCEED MAX ` 1/2" GLASS VALUES IN GLASS CHARTS. BITE 34 112"GLASS 4 112" AIR SPACE CONSISTING OF : - o BITE ALUMINUM r - SPACER: ALUMINUM BOX SPACER. 18 ` 4 } -- 3 - PRIMARY BOX SPACER SEALANT: POLVISOBUTYIENE (PIB). \ SECONDARY SEALANT'. STRUCTURAL SILICONE ALUMINUM_ 3 \ 28 INTENDED FOR FABRICATION OF INSULATING BOX SPACER ].9 21 GLASS UNITS. \ \ / 28 Zl GLAZING DETAIL G1 LARGE MISSILE IMPACT GLAZING DETAIL G2 WET GLAZED LARGE MISSILE IMPACT DESIGN PRESSURES HAVE BEEN DETERMINED IN WET GLAZED ACCORDANCE WII'N ASTM E1.3CO &CHAPTER IJ Of THE FBC FOR SIZES OTHER THAN TESTED. GRAME HEIGHTSAND WIDTHS ARE INTERCHANGEABLE, SEE DIAGRAM ON 5HEET 3. SMALL MISSILE IMPACT RATED GLASS SMALL MISSILE IMPACT RATED GLASS APPROVED FOR USE INSIDE AND OUTSIDEAPPROVED FOR USE OUTSIDE V Z ONLY 1" O.A. INSULATED LAMINATED 1" O.A. INSULATED LAMINATED 1" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1" O.A. INSULATED LAMINATED GLASS CONSISTING OF: GLASS CONSISTING OF: GLASS CONSISTING OF: "TEMPERED GLASS %"HEATSTRENGTHENED GLASS 5 "TEMPERED GLASS %16" AIR SPACE %y" HEAT STRENGTHENED GLASS IF" AIR SPADE 'AIR SPACE 1/�;' HEAT STRENGTHENED GLASS %a" AIR SPACE s %�" HEAT STRENGTHENED GLASS 0.060E AT STRENGTHENED SIFOL PVB INTERLAYER %;" HEAT STRENGTHENED GLASS /u" HEAT STRENGTHENED GLASS 0,060" SAFLEX EVE INTERLAYER BY BY KURARAY FORMERLY KNOWN 0.060" TROSIFOL PVB INTERLAYER BY KURARAY 0.060" SAFLEX EVE INTERLAYER BY EASTMAN FORMLY KNOWN AS SOLUTIA FORMERLY KNOWN AS BUTACITE BY DUPONT EASTMAN FORMI Y KNOWN AS AS BUTACITE BY DUPONT EAST SOLLIA EXTERIOR X.n"HEAT STRENGTHENED GLASS %G' HEAT STRENGTHENED GLASS %c"HEATSTRENGTHENED GLASS EXTERIOR �f (�' \ INTERIOR EXTERIOR 'T(j�T('� INTERIOR /<;'HEAT STRENGTHENED GLASS ,r II111 I�I I - ..... ., I� III®�II � \ ( EXTERIOR '�� \ kNTERIOR . 1]((� \ INTERIOR ALUMINUM BOX SPACER 1/2"GLASS BITE 19 — l GLAZING DETAIL G4 SMALL MISSILE IMPACT 1/2" GLASS BITE ALUMINUM_ BOX SPACER 19 1 GLAZING DETAIL G6 SMALL MISSILE IMPACT DRY GLAZED 1/2" GLASS �BITE 18 9 ALUMINUM ALUMINUM_A BOX SPACER BOX SPACER 19 GLAZING DETAIL G5 SMALL MISSILE IMPACT DRY GLAZED 1/2" GLASS BITE J — - — -, LJ GLAZING DETAIL G3 SMALL MISSILE IMPACT DRY GLAZED a P ati nspDres YKK AP America Inc. i229 tNdv�At B'IASI PII' 14>01211.... Fl.%. 16>did3d-C. U w Z s O N m� m O u v a < s q a w a a� ED M z 6 C m O K f- F a REMARKS BY DATE A WEEV 1'.04E REMOVAL lA US-75-7 B. SILLEXTENDER UP DATE MS O4 G2._ 0, m s A OF BOT O fgpp%Pl6864li\ x HER— F. NORERO, P.E. ELORIOA P.E. No 13116 BUILpiNG DROPS, .1 398 E. BANIa BEACH BLv $ 338 OaN1A BE—, 11 3300A FBPE 'Bl, OF AU ORIZAiION Na. 2951E FL 4: FL13269 DATE: 05.15.18 DWG. BY: CHK. BY: AR HFN SCALE: N IJ DWG.4: YKK065 SHEET: OF 7- UNIT MAX. WIDTH 52" D.L.O. MAX. WIDTH 48.375" <T@ rG 4 UNIT MAX. HEIGHT D.L.O. MAX. HEIGHT 92.375" FRAME WIDTH FRAME HEIGHT FRAME HEIGHT FRAME WIDTH 4" FROM CORNERS 11" MAX. O.C. I V MAX.j O.C. 4" FROM CORNERS ANCHOR LAYOUT TYPICAL FOR CLIP OR STRAP INSTALLATION OR THROUGH FRAME TI It II II 11 II II NOTE: -A—ND —HEIGHT WINDWIDTH ARE-1 --7 --------- NOTE MAY USE INTERCHANGEABLE FOR ALL SIZES SHOWN FALSE munNs L IN NOT TO EXCEED MAXIMUM QUALIFIED SQUARE FOOT AREA OF 37.7 FT 2. ap YKK AP America Inc. 21 IWY IIIss S , wl, PH (478)277 1955=Ax.(67aia3€caos Li ED mqg'7 o z < < o > zd < A. WEEP TOLE REMOVAL JA 105,15 1E B. SILL EXTENDER UPDATE ME; 104 J2 2( RN, R P.T 1—fIll. OF H—S F. N""' , RE -P.E. D-0A �. DROPS,BUILDING 1 17tt BEACH 0—A BEACH. FL 33004 —1 — EA —DAl- No. Xi — FL #: FL13269 DATE: 05.15A8 DWG. BY: CHK. BY: AR � HFN SCALE: NTS DWG. 0: YKK065 I M= s CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/MASONRY & 2X 3/4" MIN. EDGE WOOD BUCK BY OTHERS DISTANCE 2X WOOD BUCK ° ° 4 #14 WOOD SCREW BY OTHERS 4 a 'a INSTALLATION ANCHOR EXTERIOR FINISH 4 4. a. BY OTHERS . ............._. —. PERIMETER. SEALANT .-.- 1 1/2" MIN AND BACKER ROD - 11 EMBEDMENT BY OTHERS 7 `t 1 1/4" MAX. O.A. 8 SHIM SPACE UNIT 9 HEIGHT SEE GLAZING DETAILS SHEET �- EXTERIOR INTERIOR rB-'� VERTICAL SECTION 4 HEAD-2X WOOD BUCK STRAP ANCHOR 11/2" MIN. EMBEDMENT 3/4" MIN, EDGE DISTANCE 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING #14 WOOD SCREW INSTALLATION ANCHOR 3 4DETAILS SHEET 2X WOOD FRAMING AA BY OTHERS SHEATHING BY OTHERS PERIMETER SEALANT — BY OTHERS 2 EXTERIOR EXTERIOR FINISH BY OTHERS O.A. UNIT —� WIDTH HORIZONTAL SECTION ` �4J JAMB - 2X WOOD FRAMING STRAP ANCHOR YKK AP America Inc. Lzzo v Le f'azs 3102t �.].8)217 95 %'. IGiR182&G00= v z 0 zr 0 z a s 4 p a LD G } � 2 O 3 �V v�i 4j � � C m o REMARKS BY DATE A. WE EPHOLE ftE MOVAL IA 65.15.1 A. SILL EXTENDER UPDATE MS O4.012 IT EXTERIOR INTERIOR 4v SEE GLAZING SEAL ° SEE GLAZING DETAILS SHEET 2 (' SCREW HEADS m°\t ° o 7 DETAILS SHEET 2 O.A. UNIT \ O.A. IINSIDE BOTTOM UNIT 1 /\ ElIAMB..it 9 40 41 �. S AF 4 HEIGHT 1 / 4 HEIGHT OF `2tt O ICE'°42 / 3 8 1/4" MAX. *OPTIONAL 43 oa��`� SHIM SPACE 4 �� 3 8" MAX. 7 5 47 --`' ( SHIM SPACE f 111 HERHES H NORERO, RE. PERIMETER SEALANT— FL-DA Pl. No 73778 BUILDING DROPS. NC DWA � , F eLw q x:a BY OTHERS ° ° < 11/4 MIN < 1 1/4" MIN. fBPE GERT. of aurnrn l-1 NP_ zssze EXTERIOR FINISH ° ' a EMBEDMENT EXTERIORFINISN ° ° EMBEDMENT FL# BY OTHERS „4 BY OTHERS FL13269 PRECAST SILL a ° PRECAST SILL 4 OR CONCRETE./MASONRY d. ° 4 OR CONCRETE/MASONRY C 4 4 r GATE: OJ BY OTHERS 4 ` a ° BY OTHERS a ° ° 4 .15.18 1/4" ITW TAPCON 2 1/2" MW. ___ 1/4" ITW TAPCON DWG, BY: AR CHK. BY HFN INSTALLATION ANCHOR EDGE DISTANCE 2 1/2" MIN. INSTALLATION ANCHOR EDGE DISTANCE SCALE: NTS rA--� VERTICAL SECTION VERTICAL SECTION DWG.#: YKK065 �-4 SILL - CONCRETE/MASONRY 4 SILL - CONCRETE/MASONRY SHEET STRAP ANCHOR THROUGH FRAME �� OF 7 . CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/MASONRY & 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS 4 EXTERIOR FINISH BY OTHERS PERIMETER SEALANT AND BACKER ROD BY OTHERS O.A. UNIT HEIGHT I O.A. UNIT HEIGHT SEE GLAZING DETAILS SHEET 2 EXTERIOR INTERIOR VERTICAL SECTION HEAD - 2X WOOD BUCK CLIP ANCHOR EXTERIOR SEE GLAZING_ DETAILS SHEET 2 PERIMETER SEALANT BY OTHERS EXTERIOR FINISH 4 4 BY OTHERS PRECAST SILL OR CONCRETE/MASONRY 4 BY OTHERS S' 1/4" FEW TAPCON_ 2 112" MIN. INSTALLATION ANCHOR EDGE DISTANCE VERTICAL SECTION SILL - CONCRIETE/MASONRY CLIP ANCHOR INTERIOR 3/4" MIN. EDGE DISTANCE #14 WOOD SCREW INSTALLATION ANCHOR -T-172-MIN. EMBEDMENT L1/4" MAX. SHIM SPACE 1/4" MAX. SHIM SPACE HMIN. EMBEDMENT 3 THREADS PENETRATION YKVI BEYOND METAL FRAME 1/4" MAX. SHIM SPACE 1�waf&i a p 1--. 6 1/2" MIN. EDGE S YKK AP America Inc. DISTANCE 28 INTERIOR 1/4" GRADE 5 SELF -DRILLING OR SELF -TAPPING SHEET METAL SEE GLAZING SCREWS ANCHOR 9 DETAILS SHEET 2 "j METAL SUBSTRATE BY OTHERS A (SEE INSTALLATION 0 0 NOTE 128, SHEET 1) SHEATHING BY OTHERS PERIMETER SEALANT < BY OTHERS EXTERIOR EXTERIOR EXTER FINISH sss� <3 BY OTHERS O.A. UNIT REMARKS BY DATE WIDTH A WEEP HOLE REMOVAL SA 05,15A HORIZONTAL SECTI 0 N B. SILL EXTENDER UPDATE MS 04,07,; JAMB -STEEL STUD CLIP ANCHOR --V SEE GLAZING SEAL SCREW 0 DETAILS SHEET 2\ HEADS F N 7 O.A. UNIT INSIDE BOTTOM I / 41 I2 Or HEIGHT OF JAMB. QX (440 *OPTIONAL 43 3/8" MAX. 47 . �] I SHIM SPACE xEwraes F. E, fE' BUIlDROPS INC 3s6I 1A D A 'A BEACH. FL 33004 1 1/4" MIN. F8Pr CERT. I 1AICiN No. 395>8 EXTERIOR FINISH e 4 EMBEDMENT FL 4, BY OTHERS FL13269 PRECAST SILL OR CONCRETE/MASONRY DATE. 05.15.18 BY OTHERS DWG. BY: C BY ERE 1/4" IT N TAPCON 2 1/2" MIN. INSTALLATION ANCHOR AR HFN EDGE DISTANCE SCALE: NTS VERTICAL SECTION LWG- #: YKK065 SILL - CONCRETE/MASONRY SHEET: THROUGH FRAME OF 7 YEW 400TUH BILL OF MATERIAL PART# WEB-5701 DESCRIPTION FRAME HEAD AND SILL MATERIAL 6063-TS MANUFACTURER YKKAP 4.000" —�-{ �-� 4'000 —+-� 1-OZ4" J_ + 1,813�� _ 1-813" 1 1� YKK Yy ap BE9-5702 FRAMElAMB 6063-1'5 YKK-AP E9-5731 LMI GLASS STOP 6063-T5 YKK kP 0,063" -.� 0.063" --� 0.65� FRAME HEAD AND SILL FRAME JAMB GLASS STOP 01 6063-T5 6063-T5 6063-T5 0.062" j 0094" �� 1 2.076" -� 0.813" 0.875" 1.063° T OA47" ---{ 2395' --- 1,992" }�((�( AP Amer15cAa Inc. 11 sJDu III—RU 1 Ie,aIBBe--1 E95732 LMI GLASS STOP COVER fi063-15 YKKAP E1-1.922 CLIP ANCHOR(E9 4034) 6063 T5 YKK-AP E9-4035 CUP ANCHOR COVER 6063-T5 YKK-AP E1-1921 STRAP ANCHOR (BE9-8567) 6063-T5 YKK-AP c 3 V Z Cl R ¢ LJ �, z a m ° E _ 2 z E9-8431 STRAP ANCHOR COVER 606315 YKK-AP E9-5730 GLASS STOP 6063-75 YKK-AP NOT USED - NOT USED - NOT USED-71 NOT USED _ ___----- - NOT USED _ NOT USED CLIP ANCHOR CLIP ANCHOR COVER GLASS STOP COVER 6063-T5 6 6063-T5 6063-T5�-. � 2 o's o �'�- y SIC, " w o <3 NOTUSEDD E2-0672 E2-0670 WEDGE GASKET - ---- GLAZING TAPE - PSA-2 EPDM - POLV'U TBEMCO OR EQUAL TAPE SPECIAI-TV --._.._-_ E2-0104 SETTING BLOCK EQUAL 0.050' � 0.079" 0.618" 0.857" r------ } 1.056" 0.907" 1= � —BY E2-0350 ARROW SPACER EPDM TREMCO OR EQUALNOTt . NOT USED NOT USED REMARKS DATE NOT USED F. WEEP HOLE REMOVAL JA 05.15.1 NOT USED J 5.435" 1.984' li'-- STRAP ANCHOR STRAP ANCHOR COVER ��., SMI GLASS STOP ' ' 6063-T5 8 6063-T5 �J 6063-T5 - NOT USED _ B. SILT EXTENDER UPDATE MS 0-0.022 NOT USED PC-1008 410 X 1/2" PHSMS T/AB Pcaozoss - tt10x11/4°PHSMS-SST/AB NOT USED - rcn,vr. FRAME ANCHOR(SEE ANCHOR CHARTI NoTuse6 ILICONE TREMSIL 600 OR PECORA 896FC SILICONE TREMCO OR EQUAL 4,695" �'-I b6ee°'�M .� O _... _.._.-__-__- _ _.._- ^j� III DINT SEALER NARROW JOINT SEAM SEALER ALICYLIC SM-5504 OR EQUAL ^-'--j�-'i 1.37$" 2i 875" ZING SILICONE PROGLAZE 2 SILICONE TREMCO —__ _ ZING SILICONE DOW 995 ------ SILICONE DOW __ ________ "" ZING SILICONE SPECTRUM 2 SILICONE TREMCO 4 5 _� N T ZING SILICONE PECORA 89SNST SILICONE PECORA D.053" - 0.087" E1-2005 ENo DAM ®.xy `� %T OF PC-0806SS xi WEEPING SILL ftASHING 6063 T5 YKKAP p o„ly _ O Iov, BE9-4585 4 E2-0359 PUSHIN SPACER __ -_-_ SCR900 --DUROMETER 70±5 4" WEEPING SILL FLASHING 4 SILL TRIM BASE 8x3/8"PHSMS TYPE AS STAINLESS STEEL �� 6063-T5 6063-TS _- E9-4559 SILL TRIM BASE ----------- 6063-TS --AP (BA111886l1 XLt E9-4586 3"SILLTRIM 6063-T5 YKK-AP HERNES F. NORERO, P.E 4" SILL TRIM FLORDA P.E. No I—B E9-4587 6063-TS YKK-AP BUILDING DROPS, INC E2-0771 JAMB BLOCK 6063-T5 YKK-AP 398 E DANR, BEACH BLW, IF 336 DMU, BEACH, FL 33006 FBPE —1 OF U. 295J8 -�-{�-�— -� o.a71" FL #: 0.071" 1.679"�-----_- FL13269 1.679" _ DATE: 05.15.18 DWG. Y CHK. BY: ht �-�— 3.821" --- 4.821" � HFN 45 3" SILL TRIM 46 4" SILL TRIM SCALE (rTSj 6063-T5 6063-T5 DWG.# YKK065 SHEET: - OF 7 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 Certificate of Authorization: 29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report TF11 400 T4A Thermally Broken FllxecI',T-,1j-nMX (HVHZ) (impact) 10 mt I FL# FL13269 Report No. 6748 M.-M Method: 1 - D (Engineering Evaluation) Category: Windows Sub - Category: Fixed Product: YFW 400 TUH Thermally Broken Fixed Windo Materials: Aluminum 6063-TS Product Dimensions: See Installation Instructions, YKK065 Prepared for: YKK AP America, Inc, 1229 Hwy 441 Bypass Dublin, GA 31021 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 04/02/2020 Contents: Evaluation Report Pages 1-4 Digitally signed by Hermes F Norero Reason: I am approving this document Date: 2020.07.27 19:07:29 -04'00' N% NN%% ljjf 1'fj 10�e 0 E N S 0 OF ;K\ 0 L Hermes F. Norero, P.E. Florida No. 73778 BUILDING �� mmn�'�—�m A9erfect Solution in Every Drop! Certificate of Authorization: 29578 YKKAPAmerica, Inc. Compliance Method: State Product Approval Method (1)(d) Product Name: YFVV4OOTUHThermally Broken Fixed Window (HVHZ)(|mpact) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for YKK AP America, Inc. based on Method Id of the State of Florida Product Approval, Department of Business and Professional Regulation - Florida Building Commission. Hennes F. Nonex\ P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions YKK065, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). Z� Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16ofthe current Florida Building Code and does not reguire an impact resistant covering. 4. Site conditions that deviate from the details of drawing YKK065 require further engineering analysis byalicensed engineer orregistered architect. S. See Installation Instructions YKK065 for size and design pressure limitations. Hermes F.Nmren\P.E. Florida No. 73778 Page 2uf4 BUILDING ��N� �� FL#: FL13269 ` - APerfDate:O4/O2/2U30 ect�o|w�ion|n�weryD�op! Report No: �J47 cemncatenrxuthur/zauoo:zrs7u Quality Assurance: The manufacturer has demonstrated compliance of manufacture of products in accordance with the current Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through Architectural Testing, Inc. (F8COrganization #: 8UA37]9). Performance Standards: The product described herein has been evaluated per: • AAWqA/VVDK4A/[5Al01/iS,Z/A44O-11 ~ A5TK8E1886-13o w A5TME1995'14a w TAS2O1-94 • TAS3OZ-94 1. Product Testing performed byHurricane Test Laboratory,LLC. (FB[Organization #TST1527) 2. Product Testing performed by Architectural Testing, Inc' TAS Reports Signing Engineer: J,P. McDonald, P.E. # 774 l Product Testing performed by!ntarte4 (F8[Organization #T3T]89Z) Report #:]4484.O3'550~44 Report Date: 06/10/19 TA5Reports Signing Engineer: Vinu].Abraham, FLP.E.#538Z0 Report #:|5S54.O2-5SO-44RD'Report Date: O7/l4/l8 Report #:LO835.01-55O-18RO'Report Date: 07/2l/l0 4. Material Certification Miami -Dade County Notice ofAcceptance Eastman Chemical Company (Previously Su|ut|a) 5af|exPV8|ntedayer VancevaStorm |nter|ayer 5. Material Certification Miami -Dade County Notice mfAcceptance NurarayAmerica (Previously B.DuPont De0emnours & Co. |nc.) Trodfo|PVB|ntedayer Hermes F.Noreo\P.E. Florida No. 73778 Page 3of4 BUILDING �� m—~� APerfect Solution inEvery Drop! Certificate of Authorization: 29578 6. Quality Assurance Architectural Testing, Inc. Refer to installation Instructions (YKK065) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to installation Instructions (YKK065) for design pressures based on size' configuration, and glass types. Hermes F.Noreno,P£ Florida No. 7377O Page 4 of 4 6/23/2021 Florida Building Code Online Mw' an''111=10 I WE ON= A1111101 I IN I NINE" ZWKNAM, BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search , Qn, Product Approval Pg USER: Public User Product Approval Men. , Product EPL Application , �M PLon Search cahon List I Application Detail _— -- -- FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL13459-R6 Revision 2020 Approved Onrl, A' Ilse �' 0"N 0 Q1 Therma-Tru Corporation 1750 Indian Wood Circle Maumee, OH 43537 (800) 843-7628 sjasperson@thermatru,com Vivian Wright rickw@rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan 1. King, RE. Validation Checklist - Fardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL13459 R6 COI b) pandgnce.p f Standard y9m ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM D635 2006 ASTM D638 1996 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards https://www.floridabuilding.org/pr/ptl_app_dtl.aspx?param=wGEVXQwtDquQVxydMPwXQOsSrl2ixMmCm5FOsfpP`/`2fuNCblvjJB09FA`/`3d`/`3d 1/3 6/23/2021 Florida Building Code Online Certified By Florida Licensed Professional Engineer or Architect FL13459 P6 EqqLv of St ndards (12),p f Sections from the Code Product Approval Method Method I Option D Date Submitted 07/12/2020 Date Validated 07/28/2020 Date Pending FBC Approval 07/29/2020 Date Approved 10/13/2020 Summary of Products FL # Model, Number or Name I Description 13459.1 a. Therma-Tru Benchmark Doors Nominal 6'8 "Impact" Opaque Wood Edge "Smooth Surface" or Wood Grain" Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use I Installation Instructions Approved for use in HVHZ: Yes j FL13459 R6 II (h)_Inst 13459.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 13459.1 for Design Pressure Ratings, any FL13459 R6 AE b)-Lval 13459,1,pdrf additional use limitations, installation instructions and product FL1-- b)-jj- Plastics.p f particulars. i Created by Independent Third Party: Yes 13459.2 i b. Therrna-Tru Benchmark Doors Nominal 6'8 "Impact" Opaque Wood Edge "Smooth Surface" or Wood Grain" Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13459 R6 11 (12)_Inst 13459.2.p.Of Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A � Evaluation Reports Other; See INST 13459.2 for Design Pressure Ratings, any FL13459 R6 AE b)_Eval 13459.2.pdTf additional use limitations, installation instructions and product EL13459 R6 AE (k)-jj- Plastics.pdf particulars. j Created by Independent Third Party: Yes 13459.3 1 c. Therma-Tru Benchmark Doors Nominal ST "Impact" Opaque Wood Edge "Smooth Surface" or Wood Grain" Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use 1 Installation Instructions Approved for use in HVHZ: Yes FL13459 R6 11 (12) m5t 13459.3,p f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 13459.3 for Design Pressure Ratings, any 1 FL13459 R6 AE (h)-tval 13459.3.aff additional use limitations, installation instructions and product : FL13459 R6 AE Plastics.pilf particulars. Created by Independent Third Party: Yes 13459.4 d. Therma-Tru Benchmark Doors Nominal 8'0 "Impact" Opaque Wood Edge "Smooth Surface" or I Wood Grain" Fiberglass Single Door with Sidelite(s) I (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13459 R6 11 (k) Inst 13459.4,p f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other; See INST 13459.4 for Design Pressure Ratings, any FL13459 R6 AE (k)-Lval 13459.4.pdf additional use limitations, installation instructions and product FL13459 R6 AE (h)-li- Plastics.pAf particulars. I Created by Independent Third Party: Yes 13459,5 1 e. Therma-Tru Benchmark Doors Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Nominal 68 "Impact" Glazed Wood Edge "Smooth Surface" or Wood Grain" Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions FL13459 R6 11 (k)_Inst 13459.5,p dLf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports https:llwww.floridabuilding.org/pr/pr_app_dtLaspx?param=wGEVXQwtDquQVxydMPwXQOsSri2ixMmCm5FOsfpP%2fuNCblvjJB09FA`/`3d`/`3d 213 6/23/2021 Florida Building Code Online Other: See INST 13459.5 for Design Pressure Ratings, any i FL13459 R6 AE (b) _EvAl U452.5. pUf additional use limitations, installation instructions and product j FL13459 R6 AE (b) �I �ics.p ,af particulars. i Created by Independent Third Party: Yes 13459.6 f. Therma-Tru Benchmark Doors Nominal 68 "Impact" Glazed Wood Edge "Smooth Surface" or Wood Grain" Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes LL13452R_6IJ_Mj_n5_t_1 14-59— Lwftf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant* Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 13459.6 for Design Pressure Ratings any FL13459 R6 AE h)_Eval 1145.6. 9pdf additional use limitations, installation instructions and Ratings, FL13459 R6 AE (12)-!L tics.p f particulars. Created by Independent Third Party: Yes 13459,7 j g. Therma-Tru Benchmark Doors 1 Nominal 8'0 "Impact" Glazed Wood Edge "Smooth Surface" or Wood Grain" Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use 'Installation Instructions Approved for use in HVHZ: Yes EL114aL-L6 11 (D) Lst 1JA51pSj.7,f _ __ Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 13459.7 for Design Pressure Ratings, any FL13459 R6 AE h)_Eval 13459.7.p f additional use limitations, installation instructions and product FL13459 R6 AE (j2)_jT::, �Iasic,.p f particulars. Created by Independent Third Party: Yes 13459.8 h. Therni Benchmark Doors Nominal ST "Impact" Glazed Wood Edge "Smooth Surface" or Wood Grain" Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXCI configurations) Limits of Use 1 Installation Instructions Approved for use in HVHZ: Yes FL13459 R6 11 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 13459.8 for Design Pressure Ratings, any LFLLj1jj52 R6 AE (k) _Lval 13452,8ipdf additional use limitations, installation instructions and product I LL13459 R6 AE (12) las ics p f particulars. Created by Independent Third Party: Yes Contact Us : : 26 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copycight 2007-2013 State of Florala,:: Privacy :: Accessibility Statement y :: RgLVaq Statement � _ _a_ _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, FS, 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, ES., please click here . Product Approval Accepts: M92WHIM M https:llwww.floridabuilding.org/pr,tpr�_app_dtl.aspx?param=wGEVXQwtDquQVxydMPwXQOsSrl2ixMmCm5FOsfpP`/`2fuNCblvjJB09FA`/`3d`/`3d 3/3 �� 7 Building Consultants, Inc.�� ~� .. ^�m"^`�^,��m^."~ `` B Consulting and Engineering Services for the Building Industry � � p.0Box �ovmnm.n'oso nm�oo�*59npr Florida Board of Professional Engineers Certificate of Authorization No. 9813 �� Pradwct _____9u_b_ Manufacturer Product Name Category C Swinging Therma-Tru Corporation Therma-Tru Benchmark Doors Exterior Exterior 118 Industrial Dr. "Smooth Surface" or "Wood Grain" Doors Door Edgerton, OH 43517 Opaque "Impact" Fiberglass Door Assemblies )utswing Scope: This isoProduct Evaluation report issued byRVVBuilding Consultants, Inc. and Lyndon F.Schmidt, F.E(System |D# 193O)for ThennaqruCorporation based onRule Chapter No. 61G20-3.Method 1Dmfthe State ofFlorida Product Approval, Department ofBusiness & Professional Regulation. RVVBuilding Consultants and Lyndon F,Schmidt, P.E donot have nor will acquire financial interest inthe company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1� This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (MVMZ), 2, Product anchors shall be as listed and spaced as shown on details, Anchor embedment to base material shall be beyond wall dressing or stucco. 3, When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4, VVhmnusedinameooutsideufUhe^HVHZ'equihngwindbomedebhoprotenUon.thiapmdm#ccmp!ieawithFBC8auUonm16US.12& R3n121.2anddoeanotrequiean|mpaotnauistantoover|ng.Th|spmductmeetsmiasi|e|evei''D''ondino|udeaVVindZone4ao defined inASTM E1B86and FgC Sections 1609.122& R30112�121 5� For 2xstud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 0, Site conditions that deviate from the details of drawing FL13459.1 require further engineering ena|ya|m by e licensed engineer or registered architect. 7� Outswin8configurations using Sill numbers 17&1Rmeet the water infiltration requirements for the ^HVHZ'', All other configurations do not meet the water infiltration requirements for the ^HVHZ^and shall be installed only in non -habitable areas orathabitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. & See drawing FL-1 3159�1 for size and design pressure limitations. Supporting Documents: 1Test Standard ��J�� TEL06-1O31'1 TAB 2O1.202&2O3-94 Testing Evaluation Lab, Inc, Wendell VKHaney, P,E. TELD1460144 TAB2O1. 202&203-94 Testing Evaluation Lab. Inc. Lyndon F. Suhmidt, P.E. 2� pImiflI� EMpgred by No.FL-1345B,1 RYVBuilding Consultants, Inc. (CA #0O13) Lyndon F.Schmidt, P.E. J. Calculations ELe �I�1�� Anchoring nvvBuilding Consultants, Inc. (CA #9e13) LyndmnF. Sohmidt.P.E 4 Certificate of Participation issued by National Accreditation and Management Institute, certifying that ThermaTmCorporation u manufacturing products within qquality assurance program that complies with |S[x|EC17ozoand Guide wa. No 43409 STATE OF 4 V Lyndon F. Schmidt, P.E. FL PE No. 43409 8/16/2017 Sheet 1of1 WOOD EDGE 0-p- 10,90-offim GENERAL NOTES I. This product evaluation drawing has been developed in compliance With the 6th Edition (2017) Florida Building Code (FBC) including the "High Velocity Hurricane Zone (HVHZI. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ' this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection, this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level lu, and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2K stud framing construction, anchoring of these units shall be the same as that Shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for the "HVHZ". 8. Cutswing configurations using Coastal Sill (item #19) & Composite Sill (item It 16) under active doors meet water infiltration requirements for "HVHZ". Ali other configurations do not meet the water infiltration requirements for the "HVHZ" and shall be installed any in iron -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. I TABLE OF CONTENTS I DESCRIPTION 37,I5'MAX O.A. FRAME WIDTH < 240 0 < < (D i L) A Ll DESIGN PRESSURE (PSI) DESIGN PRESSURE (PSI) CONFIGURATION LOCK INSWING OUTSWING HARDWARE POSITIVE NEGATIVE POSITIVE NEGATIVE x Latch & Deadbott +67.0 .67.0 +67.0 -67.0 See Sheet 3 for Hardware Specifications O z DAM 4128175 SCa.E- N. T. S. DWG. BY: JK rz CHK, BY: LFS A, -- 13459+1 SHEET 1 OF 11 EXTERIOR ````t®tte*t'tt 00000000 1.T -4.1" - - - --- -- J �i 0000000 I-.• `eel , •. fe zif ut 00000000 - -% 0000000 �� I � `��'•o �� -�,� 00000000 I _Z J 00000000 CK 0 000000,() C 0 HINGE STILE STEEL (0 REINFORCEMENT INTERIOR (ENGi OERED IWOODj ',',�'f`tte*sat e~ 0 ro z c O o 0 0 0 0 (ENGINEERED WOOD) -� o 0000 0 0 0 0 /' 1 HORIZONTAL CROSS SECTION r o E z@ z 0 2 EXTERIOR a t o c m o U o o , 0 r I,-.- 1.105" t"--- 4.02" - (' a `O n m a a� 00000_0_ 0000000 m .6 00000000 f a 0000000 �.r. ! E Bz o0o00000Ld 0 �i j DETAIL A -A STEEL REINFORCEMENT PANEL REINFORCEMENT 28 86%OPEN L__- ' (0.023"Thick Steel) AREA MAX. HINGE STILE STEEL REINFORCEMENT COCK STILE (ENGINEERED WOOD) (0.023"THK.) INTERIOR (ENGINEERED WOOD)o 0 #8 X ZY PFH WS (TYP. @ EACH DOOR CORNER) �J HORIZONTAL CROSS SECTION m 2 �:s T if 36.0" MAX. DOOR - 35.813" MAX. DOOR _ _ 35,813" MAX. DOOR _ c r PANEL WIDTH PANEL WIDTH PANEL WIDTH n < o V 11 O. 2 4 TOP RAIL a j �) �) (COMPOSfTE) \ a a N 2 2 r STEEL REINFORCEMENT mD0 20 . 0 m (0.023"THK.) y m E o w - FOAM CORE z 0 y h (POLYURETHANE - W U) z w LL < z - 1.9 PCF MIN.j - — m n t o ® - ®of 19 INTERIOR EXTERIOR O O O INTERIOR EXTERIOR I ti 4 I G f d Z rn i 'FIBERGLASS SKIN `- s` ° (0.073" THK.) o n I � � z F O u a1 onTe 4/28/15 n Li BU L OTTOM RAIL SCALE: N.T.S. a L* * 1.7' —�-I (COMP.) -- 1.T' ---� MG. BY: JK m 1 1 1 1 I ( CW BY: LFS -. 3 oxnwimc rrn.: --- VERTICAL CROSS SECTION r4-'\ VERTICAL CROSS SECTION -- C4 DOOR PANEL 41 DOOR PANEL 42 DOOR PANEL 2 2 fC- 7 3459.7 BOOK Hybnd Door Ui Door N VSHEET2 6F 7 7 SEE HARDWARE CHART HARDWARE TABLE KNOB: F51 DEADBOLT. B60 KNOB: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES (M) Benchmark Door Panel Options Panel options shown are for illustration and are representative only (similar opaque panel configurations are allowed) as < z ' �F� az Z 000 0 'n z Z* E m K m' '0 a 5 ci as 6 -Z E , A _E: N.F.S. v. BY: JK By. LFS WING FL— 13459.1 U 3 OF 17 G `®tgt�trasas�tattr �ie��si Z Nc,: Q..F Ern _ 0 j> � j' ., B Z `�!'''®aar ratio ` o n m z — a� c o QC CD EXTERIOR EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION EMB. (TYP.) q Shown w/ 2X Buck E m a �} Outswing shown (Inswing similar) ry Y C I� �� o m� a o Q C a aY a c, t 0.1 S` C-SINK } �P) 0.15' C-SINK _ m EnP) �L m 1 2 D n a D 6 6 o w r I 1 co INTERIOR INTERIOR � ; a { m G1 23 ` 24 0 1 o 40 41 42 27 I z EMB. MIN. �� E 2$ 40 41 42 ( onre 4/28/15 EMB. (TYP.j 1 2 — —_._ EMB. MIN. SCALE: N.T.S. EXTERIOR EXTERIOR EMB. (TYP.) D.G. BY: JK r 2 t HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION cHK. e>: LFS q Shown w/ 2X Buck q Shown w/ 2X Buck 6R .IW NO.: Outswing shown (Inswing similar) Outswing shown (Inswing similar) FL-13459.1 sr+Etr 4 aF 7l a �... m r IX Buck to be secured toe tttt � N m Z masonry by others � ti / 9 o Q e M 0 m 40 41 42 � � E 9 z �� 63 1 2 0°a EXTERIOR INTERIOR p �X %1 VERTICAL CROSS SECTION a Shown w/1Xsub-buck ¢ �z Outswing shown (Inswing similar) `"c5 zw E a E im a Nv C �fl 1 2 a v €X T o m 6 b h co L INTERIOR INTERIOR i o (� L o w a 28 24 l �4142 i oNJ��(27 - - o a1 a2a 1-1/4' MIN. 29 1-1/4" MIN. ° EMB. (TYP.) ..-� —) EXTERIOR EXTERIOR EMB. (TYP.) Ws: 4/28/15 i 2 SCALE N.T.S. a HORIZONTAL CROSS SECTION owc. BY: F m S Shawn w11 X sub buck HORIZONTAL CROSS SECTION cHx. B s 3 Outswing shown (inswing similar) 5 Shown w/ 1 X sub -buck a-- - � Outswing shown (Inswing similar} FL— L 0 SHEET 5 of 71 1.51 MAX. EXTERIOR -WA. INTERIOR 1 VERTICAL CROSS SECI70N fi Shown Direct to Masonry Outswing only wl 4-9/16'jamb IMERIOR 4-VERTICAL CROSS SECTION Shown Direct to Masonry Outs�Mng only w/ 6-9/16 ' jamb DIRECT T(?�MASGNRY MAX. DESIGN PRESSURE, wl STANDARD STRIKE 55 PSF wl SECURITY STRIKE 65 PSF HORIZONTAL CROSS SECTION 3-'HORIZONTAL CROSS SECTION b Shown to Masonry Shown Direct Direct to , Masonry Outswing only wl 4-9/16'jomb Outswing only tw/Ma590/n16 INTERIOR N M -c3 n Z6 6 ........ ... > z 6 0� z tt 0 Z' 5e Em cs 6 00- a: 0o E az ro qO 00 EXTERIOR 1 I-IXMIK M IJy 1-114"' MIN. DATE: 4/28/15 EMB. (TYP.) EMB. (TYP.) sue: N,T.S. r5'-HORIZONTAL CROSS SECTION 6-'HORIZONTAL CROSS SECTION JK Mason 6 Shown Direct to Masonry GHK. BY: L, FS �Ont ns� M� nag, Shown �n only �w �/M,61- 119 / 16' jamb Outswing only w/ 6-9/16'iamb FL-13459.7 SHEET B OF 11 E Notes: 1. Sill Item Ws32,38&39 are attached to iambs w/ (3) #BX 2-1/7'pfn screws or (312.5'staples at each end, 2. Sill Item Ws 16,17,18 & 19 are attached to iambs w/ (2) #8 X 2-1/2'pfh screws at each end. 3. Sill Item # 15 is attached to iambs utilizing (2) # 10 X Z'pph SMS screws at each end. SEE NOTE I EXTERIOR rl VERTICAL CROSS SECTION Inswing Sill EXTERIOR ly INTERIOR EXTERIOR --V1 INTERIOR SEE NOTE 2� V////�— i SEE NOTE r3 "\ VERTICAL CROSS SECTION Public Access Sill 4/28/15 LE N. T. S, ByJK BY: LFS WING W FL— 13459.1 E-, 7 OF I I tt41t8ii tips B� V . rn N q. M _ ^z tJ±e z oar V � i �••. 6i M (3) 1/2"x2-1/2" (3)#8x2-1/2 ' �''•., JAMB TO HEAD DETAILTAPLES JAMB TO HEAD DETAIL FH WS f'',dliBili841t 0 N m z (TYP.) (TYP.j v °z o z° m ��.°cm < maaa 4 <z <� 4 o r D [ 2X BUCK1XBUCK S HEAD &JAMBS J �m ¢ � (TYP.) BUCK M DIRECT TO _I o I MASONRY dj m FRAME HEAD & JAMBS a a I (TYP.) r� r O ut m � o � w 0 ¢ � m \ w z 2X BUCK ANCHORING FRAME ANCHORING DATE: 4/28/75 z SCALE: N,T.S. ° owC. BY: JK o CHK. e LFS 3 MAMAS. No.; ... � r FL— 13459.7 c SHEET 8 OF 11 N ♦ett`t``, t 11*i. l d I d ti��,4'y'i �Q• '�jj rn M n. <� 0 6' :.. a n pQ OQ s z ''z $fin 28 Fr, O N O ''sy� '' co, j j a 2X BUCK L SEE HINGE s��s� {4 ttt°t o n D3 z° iXBUCK G DETAIL(TYP.) _ dl/tdl9 Itt X a z m z DIRECT TO M 2b L E w MASONRY '� �° o 2X BUCK 25 ___ SXBUCK _� �a �O _O $ a 0 27 La �p DIRECTTO M MASONRY - v O > LATCH 8 DEADBOLT DETAIL N ? ---- ___ __.-..-.._f aw Kwikset o SEE LATCH / 1 > 15 m) Q 2X BUCK L & DEADBOLT tiw m o DETAIL m a iXBUCK G z DIRECT TO MASONRY Ivl SUBSTRIKE PLATE �r m 28 I 22 STRIKE JAMB HINGE 1 2X BUCK 45 Latch and Deadbolt ---------- — z o IX BUCK G C7 27 > DIRECT TO MASONRY L 2X BUCK 29 G iXBUCK o LATCH 8 DEADBOLT DETAIL 8B - 5chlage — Jilt DIRECT TO o MASONRY m " LATCH & DEADBOLT STRIKE DETAILS DIRECT TO � o (Standard Deadbalt Strike Plate) 1 M r A oNRY 24 �J DATE: 4/28/15 z° scAt.E: ° DEADBOLT STRIKE DETAILS HINGE DETAIL N.7. S.Dwc. e : JK m (Security Deadbolt Strike Plate) cW. ev LFS 3 DRAWING NO.: � N FL- 13459.7 o SHEET 9 6F t t N z Ell 4.56' 2.44' - — *�Nl 1,11,0.IHREIH ID ,.Stable 73/4" Sill 4.56" 56T INSWING TRIIH0 1D Inswing ',pAdjustable SM Composite SaE 4.56!' C5 jf 3�NIWIIG THRESHOLD 111,IGTHRESHOLD Inswing Composite Adjustable Sill 4.56' 2.36 - ------ 4.56" iW�WI�Nl�llhl.l Hl Aluminum Sill ,:�INGJI�HIIIHQIII, Composite It (Thermal Break) J TT .79" 47" T-2 2.06� Oer— c5 SWEEP SWEEP CD 10 C, 6 1, =z if < z 0 0 x z E. z 'a 6 0 6 8z Z Jd DATE: ",412181115 SCkE: N.T.S� OWG, BY: JK w "S C.K. BY: LFS FL - 73459.1 SHEET _1O OF I 1 okillf It III BILL OF MATERIALS BILL OF MATERIALS .,N ITEM DESCRIP77ON MATERIAL nEm # DESCRIPTION MATERIAL Q. STEEL A z X.."t j 'n A I X BUCK (SG >= 0.42) WOOD 25 #8 x 2-1/2" PFH WOOD SCREW —B 2X —BUCK (SG >= 0.42) WOOD 26 #8 x 5/9'PFH WOOD SCREW STEEL = d* 6 ZP C 1/4!'MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL z 41" 0 6 -C .!�,z C < D 114'X 2-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEELrid Y. ...... .... MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL P? `�, z am 0 0 � —�BB-b—EADBOLT STRIKE PLATE (SECURITY) STEEL E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE ON -z 0 ZO G IleX 3-1/4-ITW CONCRETE SCREW STEEL 29 4� X 4!'-HINGE STEEL N E E. z -a I J 1/47X 3-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD . ALUM/COMP 2/7/22, 8:53 AM Florida Building Code Online 51 NI 3CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us 3CIS Site Map Links Search ba Product Approval USER: Public User d r Product Approval Menu I aEggp Application Search I �APPLcotlo, List _ I Application Detail S_ FL # FL742-R10 Application Type Revision 01) Code Version 2020 0 Application Status Approved Comments Archived a. Product Manufacturer Overhead Door Corporation Address/Phone/Email 2501 S. State Hwy. 121, Suite 200 Lewisville, TX 75067 (330) 763-8121 dwayne_kornish@overheaddoor.com Authorized Signature Der Garnliel dor—gamliel@overheaddoor.com Technical Representative Der Gamliel Address/Phone/Email 2501 South State Highway TX-121 Business Suite 200 Lewisville, TX 75067 (800) 929-3667 dor_gamliel@overheaddoor.com Quality Assurance Representative William Melia Address/Phone/Email Overhead Door Corporation 23 Industrial Park Road Lewistown, PA 17044 (717) 247-3310 WiIliam_Melia@overheaddoor.com Category Exterior Doors Subcategory Roll -Up Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the John E. Scates, PE Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc, - QA Entity Quality Assurance Contract Expiration Date 12/31/2023 Validated By Kurt Dietrich PE Validation Checklist - Hardcopy Received Certificate of Independence FL742 RIO COIQert of Ind Scates 2020 OHD s.pA-f Referenced Standard and Year (of Standard) A"r Standard Year ANSI/DASMA 108 2017 ASTM E-330 2002 TAS 201/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquSdnuOhv`/`2bqZ7dx2b`/`2bb76pWn%2b5pBoCnR8U%3d 1/4 2/7/22, 8:53 AM Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2020 Date Validated 08/11/2020 Date Pending FBC Approval 08/17/2020 Date Approved 10/13/2020 Summary of Products Go to Page Page 1 / 2 FL # Model, Number or Name Description 742.1 Series 600, Coil -Away Drawing 308114 Limits of Use I Installation Instructions Approved for use in HVHZ: No I FL742 R10 II 308114-E s.p�f Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +41/-41 ( Evaluation Reports Other: +/-20 psf(design) thru +/-41 psf(design) FL742 R10 AE Eval Rept 600 Coi Away r10s.pdf Created by Independent Third Party Yes 742.2 Series 610/611, C187 slat Drawing 308086. Impact; Non-HVHZ _ Limits of Use Approved for use in HVHZ: No Installation Instructions FL742 R10 II 308086-J s.p�f Approved for use outside HVHZ: Yes ( Verified By: John E. Scates 51737 Impact Resistant: Yes Created by Independent Third Party: Yes I Design Pressure: +50/-50 Evaluation Reports Other: Max door width 10', Max door height 30' FL742 RIO AE Eva) Re 610 620 625 r10s.0f jCreated by Independent Third Party Yes 7423 Series 610/611, C187 slat Drawing 308083 Limits of Use Approved for use in HVHZ: No Installation Instructions FL742 R10 II 30 0 .Q Approved for use outside HVHZ: Yes Impact Resistant: No i Verified By: John E. Scates 51737 Created by Independent Third Party: Yes Resign Pressure: +31J 31 Evaluation Reports Other: Max door width 20', Max door height 30' 6 r10 .Pdf Created by Independent Third Party: Yes 1 742.4 Series 610/611, C187 slat Drawing 308084 — Limits of Use ( Installation Instructions Approved for use in HVHZ: No FL742 RIO II 308084-3 i.pjf Approved for use outside HVHZ: Yes Resistant: No Verified By: John E. Scates 51737 Created by Independent Third Party: Yes Impact Design Pressure: +36/-36 Evaluation Reports Other. Max door width 20', Max door height 30' FL742 R10 AE Eval Pe 610 6220 625 r10s.pdf Created by Independent Third Party: Yes 742.5 Senes 610/611, C187 slat Drawing 308085 L Limits of Use _�__ Installation Instructions Approved for use in HVHZ: No FL742 RIO II 308085-J 5,Qdf Approved for use outside HVHZ: Yes j Impact Resistant: No Verified By: John E. Scates 51737 Created by Independent Third Party: Yes Design Pressure: +41/-41 Evaluation Reports Other: Max door width 20', Max door height 30' FL742 R10 AE Eval Re 610 620 625 r10s.pdf v _........_ Created by Independent Third Party: Yes -- 742 6 Series 610/611, C187 slat Drawing 308086 l Limits of Use . Installation Instructions Approved for use in HVHZ: No FL742 RIO II 308086-J s.p�df Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: No I Created by Independent Third Party: Yes j Design Pressure: +SO/-50 Evaluation Reports Other: Max door width 20', Max door height 30' FL742 R10 AE Eval Re 610 620 625 r10s.pdf Created by Independent Third Party: Yes 742.7 Series 610/611, C187 slat Drawing 308082 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquSdnu0hv°/a2bgZ7dx2b%2bb76pWn%2b5pBoCnR8U%3d 2/4 2/7/22, 8:53 AM Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +26/-26 Other: Max door width 20', Max door height 30' 742.8 j Series 610/611, C275 slat Limits of Use Approved for use in HVHZ- No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure. +26/-26 Other: Max door width 40', Max door height 30' 742.9 : Series 610/611, C275 slat Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +31/-31 Other* Max door width 40', Max door height 30' 742A0 1 Series 610/611, C275 slat Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant* No Design Pressure: +41/-41 Other: Max door width 40', Max door height 30' 742.11 1 Series 610/611, C275 slat Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Max door width 35', Max door height 30' 742.12 1 Series 610/611, C275 slat Limits of Use Approved for use in HVHZ,, No Approved for use outside HVHZ-. Yes Impact Resistant- Yes Design Pressure: +50/-50 Other: Max door width 16', Max door height 30' 742.13 i Series 610/611, C275 slat Installation Instructions LL742 R10 II 3080�,2-J Off Verified By: John E. Scates 51737 Created by Independent Third Party: Yes Evaluation Reports ELZj2EjLAE_Eval _Eg t 610 62Q 625 r1ng pdf Created by Independent Third Party: Yes Drawing 308087 Installation Instructions FL742 RID II 308087-j--s,pAf Verified By: John E. Scates 51737 Created by Independent Third Party: Yes Evaluation Reports FL742 R10 AE Eval Reppdf Created by Independent Third Party: Yes Drawing 308088 Installation Instructions EL742-E12-!L-308088 J s.glf Verified By: John E. Scates 51737 Created by Independent Third Party: Yes Evaluation Reports FL742 R10 AE Eyal Ee t 610 620 625 rl0spd Created by Independent Third Party: Yes Drawing 308090 Installation Instructions FL742 R10 II ' 308090-3 S.pff Verified By: John E. Scates 51737 Created by Independent Third Party: Yes Evaluation Reports FL742R10AEEval_P, & t 610 620 625 rIOs.pd Created by Independent Third Party: Yes Drawing 308091 Installation Instructions FL742R10J s.P&f Verified By: John E. Scates 51737 Created by Independent Third Party: Yes Evaluation Reports EL742B12_AE_fyAL-Rg 1 620 625 r10q pdf Created by Independent Third Party: Yes Drawing 308091, Impact; Non-HVHZ. Installation Instructions EL742 -E12-LL-298091-J s,Pqff Verified By: John E. Scates 51737 Created by Independent Third Party: Yes Evaluation Reports FL742 R10 AE Eval RepL 610 620_625 rl0sp�df Created by Independent Third Party: Yes Drawing 308089 Limits of Use i Installation Instructions Approved for use in HVHZ: No FL742 R10 II 308089-J s.pdf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: +36/-36 Evaluation Reports Other: Max door width 40', Max door height 30' FL742 R10 AE Eval RQ t 610 620 625 rl0s.pAf Created by Independent Third Party: Yes 742.14 Series 610/611/620/621, F265 slat Drawing 308125. HVHZ. Limits of Use I Installation Instructions Approved for use in HVHZ. Yes Approved for use outside HVHZ: Yes Verified f ed By: John E. Scates, P.E. 51737 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +65/-65 Evaluation Reports Other: Max door width 16', Max door height 30 FL742 R10 AE EvaI RBI 610625 HVHZr0s.pAf Created by Independent Third Party: Yes 742.15 Series 610/611/620/621, F265 slat T- - - - - - ----- ------------------- --------- I Drawing 308133. HVHZ, Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions LLZ!i�308133-J s Qdf- Verified By: John E. Scates, P.E. 51737 Created by Independent Third Party: Yes https:lAvww.floridabuilding.org/pr/pr._app_dti.aspx?param=wGEVXQwtDquSdnuOhv`/`2bqZ7dx2b`/`2bb76pWn`/`2b5pBoCnR8U`/`3d 3/4 2/7/22, 8:53 AM Florida Building Code Online Design Pressure: +65/-65 1 Evaluation Reports Other. Max door width 22', Max door height 30' I FL742 RIO AE Eval Re t 610 620 625 HVHZ rOs p-df Created by Independent Third Party: Yes 742.16 1 Series 610/611/620/621, F265 slat Drawing 308096. Impact; Non-HVHZ. Limits of Use Installation Instructions Approved for use in HVHZ: No FL742 RIO II 308096-K s.pqf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: Yes j Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other, Max door width 16', Max door height 30' FL742 R10 AE Eyal RepL 610 620 625 rIOs.p f Created by Independent Third Party: Yes 742.17 Series 610/611/620/621, F265 slat Drawing 308092 Limits of Use Instructions Approved for use in HVHZ: No FL742 RIO 11 308092-_K _5.pgf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +26/-26 Evaluation Reports Other; Max door width 40', Max door height 30' FL742 R10 AE Eval Re t 610 620 625 rl.Osadff Created by Independent Third Party: Yes 742.18 Series 610/611/620/621, F265 slat I Drawing 308093 Limits of Use Installation Instructions Approved for use in HVHZ: No FL742 R10 11 308093-K s.pd—f Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31/-31 Evaluation Reports Other. Max door width 40', Max door height 30' LLZAZ_E12_AL_Eval Rvp� 610 62�2 r�10.p�f Created by Independent Third Party: Yes 742,19 Series 610/611/620/621, F265 slat I Drawing 308094 Limits of Use installation instructions Approved for use in HVHZ: No FL742 RIO 11 308094-K s.pIjf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +36/-36 Evaluation Reports Other. Max door width 40', Max door height 30' FL742 R10 AE Eval Re t 610 620 625 rlOs. WLf Created by Independent Third Party: Yes 742,20 � Series 610/611/620/621, F265 slat I Drawing 308095 Limits of Use Installation instructions Approved for use in HVHZ: No FL742 R10 II 308095-K s,pd Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure; +41/-41 Evaluation Reports Other; Max door width 40', Max door height 30' FL742 RIO AE Eval Re t 610 620 625 rl0s.pjuf Created by Independent Third Party: Yes ------ ----- I ----- - Go to Page Page 1 2 Z6 �ir tone �Ro cl.Tallahassee Fl 32399 Phone:_850-4L7-I824 The State of Florida is an AA/EEO employer. Privacy Statement :: & s�ibilityStatement :: 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(l), 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 emads 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 Approval Accepts: M W] 0 EE Im https://www.floridabuilding.org/pr/pr�_app_dti.aspx?param=wGEVXQwtDquSdnuOhv`/`2bqZ7dx2b`/`2bb76pWn`/`2b5pBoCnR8U%3d 4/4 258BKing Arthur Blvd Ste 124-54 Lewisville TX 75056 John E. Scates, Professional Engineer office (972) 492-9500 Overhead Door Corp. 25O1SState Hwy 221Bus, Suhe30U Lewisville, TX 75067 Re: Series 61O,62[\6I5rolling doors FL742 To Whom It May Concern: As requested by Overhead Door Corporation, I have confirmed the wind load door designs shown on the drawings listed below. I have reviewed the independent tests by Architectural Testing Inc., the rational engineering analysis, and the product drawings. I have concluded that the door designs are in compliance with the 7 th Edition (2020) Florida Building Code. This evaluation was built upon a foundation of 22 actual door tests that were used to validate the engineering calculation methods at various known points. Using these calculation methods, the dour configurations listed on the drawings were then designed within the allowable Urni1s established bvthe actual door tests. Static pressure tests were conducted in accordance with ASTM E-330-2002 and ANS|/DASMA 108'I002(and 1U8-2O12and '2O17). Impact testing was conducted in accordance with TA5 201'94mnd TAS 283-94.Specific sizes and limits are asshown onthe drawings. | certify that | meet the requirements of "independence" as detailed in Florida Statutes as it relates to Overhead Door Corporation. Drawings Static Pressure products: 308882Rev ) VWnd|oad,Series G10/6l1,C187slat. Limitations: 26psfDesign, Maximum door width 20''Maximum door height 30' 308083Rev ] VWnd|oad'Series 61O/611'[187slat. Limitations: 81psfDesign, Maximum door width 2O'^Maximum door height 3O' 3O8OO4Rev. ] VVind|oad,Series G1U/6Il,[1O7slat. Limitations: 36psfDesign, Maximum door width lD''Maximum door height 30' 308085Rev J VWnd|oad,Series 61O/611,[1Q7slat. Limitations: 4IpsfDesign, Maximum door width ZO',Maximum door height 3O' 300086Kev J VWnd|oad,Series 61O/611,[187slat. Limitations: 50psfDesign, Maximum door width 2O',Maximum door height 30' 300087Rev. ] V0nd|nadSeries Gl0/611,[275slat. Limitations: 36psfDesign, Maximum door width 48',Maximum door height 30' 308088Rev ] VVind|oad,Series 610/6II'C275slat. Limitations: 31psfDesign, Maximum door width 40',Maximum door height 3O' 308089Rev ] VNnd|oad,Series 61O/6I1,[27Sslat. Limitations: 36psfDesign, Maximum door width 4O'.Maximum door height 3O' 3O8O9URev. ] VVind|oad,Series G1O/Gl1'[275slat. Limitations: 41psfDesign, Maximum door width 4O''Maximum door height 3U' 30809IRev J VWnd|oad,Series 610/611,C275slat, Limitations: SUpsfDesign, Maximum door width 35',Maximum door height 3O' 808092Rev. K VVind|oad,Series 61O/6l1/620/6Z1,F256slat. Limitations: 26psfDesign, Maximum door width 4U',Maximum door height ]O' 308093Rev K VWnd|uad,Series 61O/611/G2O/Gl1,F265slat. Limitations: 3lpsfDesign, Maximum door width 4O',Maximum door height 3O' 308094Kev K VWnd|oad,Series 61O/6l1/62O/621,F265slat. Limitations: 36psfDesign, Maximum door width 4O',Maximum door height 3O' 2 308095Rev K V0nd|uad,Series 61O/611/63O/G2l,F265slat. Limitations: 41pdDesign, Maximum door width 4O''Maximum door height 30' 308096Rev K VNnd|oad'Series 610/621/620/521'FZ6Sslat. Limitations: SOpcfDesign, Maximum door width 35''Maximum door height 3D' Limitations: 26 psf Design, Maximum door width 40', Maximum door height 30' Limitations: 31 psf Design, Maximum door width 40', Maximum door height 30' 308099Rev J VV|nd|oad,Series 625/626,F|Pslat. Limitations: 36psfDesign, Maximum door width 40''Maximum door height 3O' 308100Rev J VWnd|oad,Series 62G/GZ6,F|Pslat. Limitations: 4IpsfDesign, Maximum door width 40',Maximum door height 9O' Limitations: 50 psf Design, Maximum door width 35', Maximum door height 30' ]O8086Rev. ] VVind|oad,Series 6IO/6lI,[187slat. Limitations: 50ps Design, Maximum door width 1O',Maximum door height 3O' 308891Rev J VVind|oad'Series 610/G11'[275slat, Limitations: SUpsfDesign, Maximum door width 1G''Maximum door height 9O' 3O8O96Rev. K VYind|oad,Series 61O/G1I/62O/G2I,F25Sslat. Limitations: SOpsfDesign, Maximum door width 16',Maximum door height 30' 3081O1Rev. ) VVind|oad,Series 625/6ZEiF|Pslat. Limitations: 50 psf Design, Maximum door width 22', Maximum door he|Qht3O' Test Reports Testing was conducted at Architectural Testing Inc (ATI) at 130 Derry Court, York, PA. Static Pressure Testing: AT|O1-4133l.O5(4doors),AT|81-41331.O7(8doors), Impact Testing: ATI 01-43463.8IhC187iAT|01-43463,02([275/F265), ATI 01-43464.01(F|P),AT|01-43454.02(F|P) The drawings cited above (including revision level) one an explicit part of this evaluation report. The text of this report does not attempt to address all design details, but relies upon the illustrations and text of these drawings as well. This evaluation does not include or approve use of this product in the Florida High Velocity Hurricane Zone (HVHZ). Jamb Attachment The door is to be secured to the building using the fasteners specified in the Chart and Notes asaminimum. Architects and other users are reminded that rolling door products can produce subsLantia|"catenam"|oadsthatpuUtovvandthecenteroftheopeningdurinBvvind|oadin addition tothe normal "perpendicu|a,^forces. The building structure must bedesigned to withstand the "normal" and "parallel" forces, which are tabulated in the Chart and illustrated in Section "B-8" F— John E. Scate4 P.E. Florida PE # 51737 _j The digitally -signed file isthe original. Printed copies are not originals Oust as copies of paper -signed documents are not originals), 4 8 7 6 5 4 3 2 1 �r NOTES ...c REMSIGNS �' I. AND TESTED IN ACCORDANCE FLORIDA BLDG CODE AND BLOC CODE. 12. THE SPECIFICATIONS FORTHE THEGUI BOLT USED FOR THE 13, CHART OF WIND LOCK CLEARANCE anA 2Yafeo % rt em Or a *� Ms PROFESSIONAL PR0FESS#0NA1 ENGINEER 'S SEAL PROVeDED ONLY FOR VERIFICATION OF WIND LOAD ED FOR WIND LOAD IDECTO Z-GUIDE TO ATTACH THE GUIDE CONCRETE JAMB MAX OPENING WIDTH CLEARANCE TENSILECONSTRi R DETAILS. 2. SPACING IS THE CENTER TO CENTER DIMENSION. (TO/THE THE HITL11E0 QUICK ARE FOR PH Wt EG )�Y BEG 9 J 3. INDICATES SLAT FREOUENCY IN WHICH WINDLOCKS OCCUR. ACN JI ALJa33- BY sueUSING THE FOLLOWING SUBSTTU ION CHART AND THE SAME UP TO 20' 0875 4. DELETED. SPACING AS THE POWERS POWER BOLT, Up TO 30' 1.375 5. WALL ANGLES MAY BE WELDED TO STEEL .IAMBS. PLUG WELDS IN THE WALL ANGLE POWERS POWER BOLT HUSI KWIX BOLT 3 UP TO 40' 1.875 SLATS THE THICKNESS OF THE ANGLE OR FILLET WELD AT THE HEEL AND TOE OF THE WALL ANGLE (3000 PSI CONCRETE) (3000 PSI CONCRETE) 2" LONG AT EACH SPECIFIED BOLT LOCATION, TO HOLD THE l0PD5 LISTED IN THE GUIDE TABLE. _..._ DIAMETERE EMBED DIAMETER EMBED D 8. 'E" GUIDE DOORS HAVE THREE WALL FASTENER LENGTHS, THEY ARE: 3 8" 2" 3 8" 2-1/2" 3/8" DIA(GRADE 2) - I" LONG WALL BOLT 3 8" 2-1/2' 3 8" 2-1/2- 3/8' DIA(GRADE 5)- 1-1/2- LONG WALL BOLT 1 2' 2-1/2* i 2" 2-3/4" 1/2" DIA = 1-t/2" LONG WALL BOLT 1/2• 3" 7. IMPACT RATED DOORS TO BE CONSTRUCTED ACCORDING TO COLUMNS "IMPACT' 1/2" 5" i 2" 5- IABLLEO AND ARE UNITED TO THE WIDTHS INDICATED. JOHN E. SCATES PE5/e' IMPACT TESTNG CONDUCTED Id ACCORDANCE TO TAS 201/203 MOMENt 4" B/8' 4' „Z„-GUIDE 3121 FAIRGATE 8. ASTM A-38, GUIDE ANGLE MATERIAL J "E"-GUIDE CARROLLTON, TEXAS 75007 FL. PE #51737 9. DOORS AT 4'-9" WIDE WILL NO WINDBPR. I /I ^ WIN 10. REFERENCE C-787 SLAT DRAWING 307225 W)i WH FL Lj — R 4 71. DOOR OPENINGS 15'-4' AND LESS USE SLATS 22 Go --E MH -1 E-- Itj/.tj. DOOR OPENINGS OVER 15'-4' USE SLATS 20 G. f WT I WT PARALLEL S Wv WV I �' FORCE ..__.... ( MU i 1 I C TENSI( WHEEL B HEADPLA cA i 7/32" SLAT DETAIL _ I (-WA) SECTION "B-8' (—A)FFOORCE £ AND Z GULDEN SHOWN 30" 0' MAX. DOOR HEIGHT q SECTION "A -A" 2A. 998 — 1 J.4 I I I I I 1.89 i I I I I � I I I --I 1.084 +— C-187 ALT. WINDLOCK DETAIL 6 I j E-GUIDE I Z-GUIDE I NOTES' DOOR OPENING WIDTH N/A 1� YhtIX,E M/i1BER5: t .25 / N A .,_.. / .X .XX t 03 UNIT GFXxx eisla' o� ANGLES: t . 110 MEASURE N/A ;ONMIXES: t N/A 4 3 2 En N/A WINDLOAD, "'0/811, C-187, +50/-50 PSF (DESIGN) D- 308086 1 m