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Home My WebLink About336 W Lake Mary Blvd 18-372 (docs)Fice, y ij - - ---- ----------- - --------- OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 3 Documented Construction Value: W&O'cl Job Address: 13L t):D - Historic District: Yes D No P— Parcel ID: I LIP-0- aQ 6s2 3 29006 - 003 0 Residential F] Commercial Type of Work: New DAddition E] Alteration 1:1 Repair Demo 0 Change of Use El Move El Description of Work: f c. G86S. 22LIM=43"m Un) U __.? Plan Review Contact Person: L& -rC. 11 9A.61g= Title:S2,Aftaef PI1one:& 7%-q5q- 1jq'9 Fax: _UD7AVQ UL CtCo-w,. Property Owner Information Name KQIJ.' ac Wc- Phone: ngo-M-0012 Street: Resident of property? WA City, State Zip: Contractor Information Name WAFFc4e 4-D v f., &_ i N) C . Phone: '7120-3oL& - /7,0-'70 Street: n96 F1 MAN Q &T- 1) .0= , Fax: 91- 79 - -595F2 City, State Zip: E±V Sa' State License No.: C80- Architect/Engineer Information Name: MA- P-4 r> NuPhone.: eri ALA e: m;q--frz Street: Fax: 35a - City, St, Zip: A& -'3" L/ 7 E-mail: 01410). Bonding Company: 6 — Address: Mortgage Lender: & Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that (late: 5411 Edition (2014) Florida Building Code Revised: June 30, 2015 Penuit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of perinit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal, A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of0wncdAW-P Date Sigufyo"'tractor/Agcnt Isate I F- fz4; ewe, d,&AL4 tL- __JT-t:- Print Owner/Agent's Name Print C /Agent's Name Signature or Notary -State of Fkyrwida- ''P 0. Date Vilature of Nokuy-Statc ofJ444Z 11*(, Nat; N N A* WARAOTA'- gcp is Personally" e t is Personally Known to Me or Contractor/Agentt A@A(SA AuQuS < Type of ID Produced ID Type of IDP %r (6iva-1 -; UBV 0N PNCo0. c BELOW IS FOR OFFICE USE ONLY o, Permits Required: BuildingF] Electrical[] MechanicaIE] PlumbingE] GasF RoofEJ Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - tt of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes F1 NoF] # of Heads Fire Alarm Permit: Yes] NoE] APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: 4-7 _7N COMMENTS: IS I I Revised: Junc 30,2015 Pennit Application JAN 1 of 4i n4 9 OF SANFORn BUILDING & FIRE PREVER(I ?N PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: tti- Historic District: Yes No D' Parcel ID: -,k- Q - "" C7 Residential Commercial [— Type of Work: New Addition Alteration Repair Demo El Change of Use Move Description of Work: C c G Plan Review Contact Person: Lkrc4f ny Title: U., Phone: L 5q - 1 J- K Fax: 1 VV _ Email: &t7l t/46"g- tt/FI FI=t N USt C twt Property Owner Information Name 1 u S C Phone: n 10 - 9011-5900 Street: . .. Resident of property? : N City, State Zip: Contractor Information Name WA FFLL 4-6 ue, E, 1 N) C - Phone: 17,20-91q49_"_9Q_ZV_ Street: NZ Fax: 2 10 -79 -,,,M55 City, State Zip: 6L S 36 State License No.: i C'. «4 15 5 f% Architect/Engineer Information Name: MA u Phone: 3 q4 Street: Fax: -^ City, St, Zip: 'S' E-mail 0 1411'D. Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. _ IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 50' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records Of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will he considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. AAZ/W--- 1- S--19 Signature of Owner/AWP Date signr ntractor/Agcnt v ate 46 cy,1 tL- r Print Owner/Agent's Name 0-," z" I - 5 —t? Signature orNotaty-stntc of Fk 4dit - Date N©TAR 4 WPrWi6 ce 1 ltlinntl00,;; Personally Known to Me or Type of ID J Print Crnttrac r/Agent's Name S` naturc of Notary -State ofFtasida .tom atec 7- V .... M Contractor/Agent is Zpersonal Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas hoof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Ycs No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Ycs No WASTEWATER: 4 11 18 BUILDING: Revised: June 30, 2015 Permit Application I JAN CITY OF SANFORD BUILDING & FIRE PREVENTION 81 PERMIT APPLICATION Application No Documented Construction Value: $ Job Address: - 13/-O Historic District: Yes [I NoF-9-- Parcel ID: I I -sir o --5 Residential [] Commercial Type of Work: New E9"Addition El AlterationEl RepairEl Demo[] Change of Use[] MoveE] Description of Work: S-r 4,P J, 6' CIQ Plan Review Contact Person: Title: PeAt Phonc47%-q3q- Fax: I JQ_M 5?YO Email: &jadAA44- Lv W&F j-OA Property Owner Information Name W - : Phone: 110-M-Oea Street: :,`Malvadcl, ih- Resident of property? City, State Zip: Contractor Information Name WkFFGG A--L) ))-e, 10 C - Phone: -#/e)O -:3 q6 - '7,0,7 D Street: 599& FIA)ANC4A—t- Fax: 5- City, State Zip: State License No,: Architect/Engineer Information Name: jlqHK P - Nuezi ATA Phone: Street: Fax: City, St, Zip: -YA 1: 014A:-D-66-16 t40 -Mj—q P; 910,1 - 0' Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE, OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE, FOR IMPROVEMENTS TO YOUR I'ROI'I,,R'I'Y. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TIIE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will he performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit ukust be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that (late: 5n" Edition (2014) Florida Building Code Revised: June 30,2015 Permil Application 46 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 comity, and there tnay he additional permits re(lLin-ed from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property Of the IT(jUJI'eI11CJ1tS Of Florida hen Law, FS 713, The City of Sanford requires payment of plan review fee at the UnTIC Of ),)el-IT)it SUbInittal, A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated consti-tiction VAX OfthC,iOb at the OITIC OfSUhnlival. The actual construction value will be figured based on the current KV Valuation Table in effect at the time the pertnit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the Pel-olit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. ZIAZA Izb7 Signature o(*O)wnei/A MAIC 1) Itactor/Agent &tc6 Pint Owner/Agent's Name Signalutc ot'Notaty-Slatc ofFirfmdo. 14 a- Date TA XI P nv L co Print Contrayt /Agent's Nawc S Mtkilcot'No tvy-s(,,vcoI'j4.",,r- IC ktikti Personally Known to Me or Contractor/Agent is Personally Type of ID Produced ID — Type of ID — BELOW IS FOR OFFICE USE ONLY 0- U, Permits Required: Buildiiig[D,"ElectricalF-"- Mechanical F-I"- Plumbing GasEr--RoofF] Construction Type: Occupancy Use: Flood Zone: 7 Total Sq Ft of Bldg Mill. Occupancy Load:f #ofStories: New Construction: Electric - # of Amps Plumbing - # of Fixtures____,2. Fire Sprinkler Permit: Yes R No [] 9 of Heads Fire Alarm Permit: Yes 0 No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING COMMENTS: I ---- --------------- ----- -- Revised: June 30, 2015 Permit Application JAN OF SANFORD BUILDING & FIRE PREVENTION rnonar' PERMIT APPLICATION Application No: 1 9 - )T' Documented Construction Value: Job Address: et 0-:D Historic District: YesE] No D— Parcel ID: _-SO-5 3-60_00-60 0 Residential El Commercial Type of Work: New El.Addition 1:1 Alteration RepairEl DemoE] Change of UseEl Move Description of Work: 46 L !t &UJPZJ69,e= i2g1r,±L :&NJ Plan Review Contact Person: &4-rC,14 9A-619- Title: a., &m_ 6--r-m—opep - Phonch&I-faq- 11V Fax: Email: &4-7046"O_ L"d I'vo:ra"Ee, cfw1 Property Owner Information Name Wfta--_La- KQ 11 mee C - Phone: qo-9010-000 Street: EN&LI ' Resident of property? WA City, State Zip: 3. 0d)7 ( Contractor Information Name WfF( A 4D VA., & I K) G - Phone: 91K0 Street: 996 FIAAN A: L DE , Fax: 2 10 - City, State Zip: S g"' 5601_ State License No.: a8c, (gee 16,5,7 Architect/Engineer Information Name: PA%'JPhone: Street: 6), & Fax: City, St, Zip: 62 U 1, _S4 Sr V -7E-mail: 01411,12- Bonding Company: 6 Address: Mortgage Lender: & Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code in effect as of that (late: 5111 Edition (2014) Florida Building Code Revised: June 30, 2015 permit Application NOTICE: M addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. AA11 I-S -1S 1,7J14Zd 4 Signature of Owner/A- Date Signal o ntractor/Agent bate Print Owner/Agent's Name Print Contras r/Agent's Naive OA—C /17 Signature of Notary -State of R"4t6. 0. Date naturc of No ry-Statc of.G"z . atc PN,A Cat e t ' Personally Ifnown to Me or Contractor/Agent isZpersonallyalwF-BPSPrldccl =Type of ID Produced ID Type of ID _— ;—+gust 30,E C< 7, fj8 U B BELOW IS FOR OFFICE USE ONLY "!fnc° Permits Required: Building Electrical Mechanical Plumbing Gas[a Roof[] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes NoEl # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revisal: June 30, 2015 Permit Application AN COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100003 DATE: June 12, 2017BUILDINGAPPLICATION #: 17-10000346BUILDINGPERMITNUMBER: 17-10000346 UNIT ADDRESS: W LAKE MARY BLVD 336 11-2.0-30-523-0000-0030 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE:: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BOULEVARD PLAZA LLC/WAFFLE HSEADDRESS: 2240 NW 19TH ST SUITE 801 BOCA RATON FL 33431 LAND USE: RESTAURANT SIT-DOWNTYPEUSE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 336 W LAKE MARY BLVD / NEW 1877 SF WAFFLE HSE REST/NO OUTSIDE SEATING AREA Y-__---.-------------- ____.-___-_- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS -ARTERIALS CO -WIDE ORD Restaurant - Sit Down* 4,340.00ROADS -COLLECTORS N/A Restaurant - Sit Down* 00 FIRE RESCUE N/A LIBRARY N/A SCHOOLS N/A PARKS N/A LAW ENFORCE N/A DRAINAGE N/A 1.877 1000nsft 8,146.18 1.877 100ansft .00 00 00 00 00 oa AMOUNT DUE 8,146.118 STATEMENT RECEIVED BY: SIGNATURE: -- -. PLEASE PRINT NAME) DATE:._ __.. NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER ANDENSURETIMELYPAYMENTMAYRESULTINYOURLIABILITYFORTHEFEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHERECEIVINGSIGNATUREDATEABOVE, BUT NOT LATER THANCERTIFICATEOFOCCUPANCYOROCCUPANCY, THE REQUEST FOR REVIEWMUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE, COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 DATE: ftPERMIT NUMBER: 3VI-3 BUSINESS/PROJECT NAME: ADDRESS: -a) Iv CONTACT NAME: PHONE: PLAN REVIEW INFORMATION NSTRUCTION []C/O FIRE ALARM FIRE SPRINKLER []HOOD [ ]PAINT BOOTH []TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: lhi 1Ci1 x t t. ..„ 4 OF SANFORD t , t BUILDING & FIRE PREVENTION PERMIT APPLICATION xf Application No: ` Documented Construction Valise: Job Address: 61 UZ1 Historic District: Yes No Parcel ID: I L ci- 4 `" Q f603v Residential Commercial Ei— Type of Work: New Addition Alteration Repair Demo Q_ Change of Use Move Descriptions of Work: i z G Plans Review Contact Person: CV 9A Title: pep . Phone:fA qaq - 11V Fax: 110_Emailltt rCN,s itL-ram tl( Ft-t lk t1S 1 two Property Owner Information Name Gt1ft'Fr, i..t= (1 V 5 C 1,I c - Phone: ( c' - Q Street: Resident of property? WA City, State Zip: Contractor Information Name W&EBAL Phone: po-:3.L& ^ 90!ja Street: 599(, & NA-0 0 61- J),e.. Fax: City, State Zip: dSS State License No.: Architect/ Engineer Information Name: fi it Street: City, St, Zip: use-c}l& S^t( 7 Bonding Company: 6 ft ___ Address: Phone: - q,," 6 o Fax: f*1Gi E- mail: G 11j). 0+"M Mortgage Lender: [#_ Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT} TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that (late: 511' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 184;Z4 Signature of Owncr(A Dow Signal c ntractor/Agent 6ate Frint Qwncr/Aptit's Name C..Cik,..L t tsyt,.0 I - s — ('F Signature of Notaty-state or Fkwi&- pD s ,0. Date rrtMUW*U tom_ c4UN``° lttntttnt t«`` Personally Known to Me or Type of ID r FF- /±PA-% Print Contras r/Agcnt's Name a fr Sj nature of No ry-State oMo4ja ( ate uw Contractor/Agent is ZPersonally Produced ID Type of ID _ BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Ycs No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No UTILITIES:A—X"-20/9WASTE WATER: FIRE: BUILDING: tteviscd: June 30, 2015 Permit Application Florida BuildingCode, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option PERMIT ListOFFICE Applications for compliance with the Florida Building Code. Energy Conservation shall include: F-1 This Checklist The full compliance report generated bvthe software that contains the project surnmary, compliance summary, certifications and detailed component compliance reports. The compliance report must include the full input report gunum1cd by the software ux oontigouapart ofthe compliance report. Boxes appropriately checked inthe Mandatory Section of the comnp|uinccreport. WARNING: INPUT REPORT NOT GENERATED. To include input report infinal submission, gobzthe Project Form, Settings Tab and check thebox- Append Input Report toCompliance Output Report Then rerun your calculation EnorgyGuuyeSummit@Fla/Com-28 4. TAM 2014-1. 0 Compliant Software. Effective Date: June 30,2015 Florida Building Code, Fifth Edition (204) Energy Conservation ASMRAES01-201O Energy Cost Budget Option 4/15/2017 Page iof' |4 PROJECT SUMMARY Short Desc: Wattle House Description: Waffle house Owner: Wattle House Addressl: W Mary Lake Blvd City: Sanford Addressl: State: Ft, Zip: 32746 Type: Dining: Family Class: New Finished building Jurisdiction: SANFORD. SEMINOLE COUNTY, FL (691500) Conditioned Area: 1719 SF Conditioned & Unconditioned Area: 1719 SF No of Stories: I Area entered from Plans 1635 Sl" Permit No: 0 Max Tonnage 5 Ifdifferent, write in: Coronliance Sumina Component Gross Energy Cost (in $) LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEAi'ING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? Design 1,258.0 Criteria Result 1,854.0 PASSED PASSES PASSES PASSES No Entry PASSES PASSES Yes/No/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option 4/15/2017 Nage 2 of 14 CERTIFICATIONS hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By: MarkP. Pavev AIABuilding Official: Date: uou: certify that this building isincompliance with the FLohdaEnergy Efficiency Code O,nc x8mu Murk D. Puvcy.NA nuu: KRequired byFlorida law, | hereby cmrtify(1tha the system design iaincompliance with the Florida Energy Efficiency Code Architect: Mark D, Pavey'AlA Electrical Designer: James xKnooket Lighting Designer: James A Knocket Mechanical Designer: Kevin K Herbert KrgNv: &K0012176 Reg No: xpF00064138 Reg No: 4PE00064138 Reg No: 11PE100061254 Plumbing Designer: Kevin KHcrbcrt Reg No: P[26976 Signature iorequired where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained onsigned/sealed plans. EnmyyGougeSummit@ Fla/Com-2014.TAIVI20141.0Compliant Gnhwam.Effective Date: June 30,205 Florida Building Code, Fifth Edition (2O4) Energy Conservation A8HRAE801-201O Energy Cost Budget Option Project: Waffle House T`itic: Waffle House Type: Dining: Gamily Total ELECTRICITY(MBtulkWhl$) AREA LIGHTS MISC EQUIPMT PUMPS & MISC SPACE COOL VENT FANS NATURAL-GAS(MBtuh hermt$) SPACE HEAT Building End Uses 1) Proposed Credits Applied: None Passing Criteria =1854 Design (including any credits) —1258 Passing requires Proposed Building cost to be at most 100% of Baseline cost. This Proposed Building is at 67.8% 88.80 1,258 74.40 21794 1,186 18.70 5467 297 8.60 2519 137 0.10 22 1 45.50 13332 725 1.50 454 25 14.40 144 72 14.40 144 72 2) Baseline 130.20 1,854 109.40 32046 1,750 16.00 4687 256 8.60 2519 138 0.10 22 1 49.80 14600 797 34.90 10218 558 20.80 208 S104 20.80 208 104 r=Asses EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1.2010 - Energy Cost Budget Option 4f 15/2017 Page 4 of 14 Project: Waffle House Title: Waffle House Iype. Dining: Family WEA File. FL ORLANDO SANFORD AIRPOWLtm3) External Lighting Compliance Description Category Tradable? Allowance W/l nit) Area or Length or No. of knits Sqftorft) F:LPA Cl,l' W) ON) w. wnn wnimm wi w wwww Ext Light 2 Uncovered Parking Areas -- Yes 0,15 Parking lots and Drives 16.900.0 2.535 1.920 Tradable Surfaces: 1920 (W) Allowance for Tradable: 2440 (W) All External Lighting: 1920 (W) Gomplicance check includes a excess/Base allowance of 75O.00(W) PASSES Project: Waffle House Title: Waffle House type: Dining: Family WEA File: FL ORLANDO SANFORD AIRPOWI`.tm3) Lighting Controls Compliance Acronym Ashrae Description Area ID (sq.ft) Design CP Min Compli- CI' ance 11'rOZoISp1 8 Food Service- Leisure Dining 1.719 4 1 PASSES PASSES EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option 4/15/2017 Page 5 o1' 14 Project: Waffle House Title: Waffle House Type: Dining: Family WEA File: FL ORLANDO SANFORD AIRPOR"f.tm3 System Report Compliance PrOSy5 System 5 Constant Volume Packaged No. of Units System--902 4 Component Category Capacity Design Eft' Design IPLV Comp- Eff Criteria IPLV Criteria fiance Cooling System Air Conditioners Air Cooled 60000 13.00 13.00 8.00 PASSES 0 to 65000 13tu/h Cooling Capacity Fleating System Warm Air Gas Furnace < 50000 80.00 80.00 PASSES 225000 Btu/h Air Handling Air Handler (Supply) - 1520 OM5 0.82 PASSES System -Supply Constant Volume PASSES Plant Compliance Description Installed Size Design Min Design *tin Category Comp No Eff Eff IPlV IPLV liance I None Project: Waffle House Title: Waffle House Type: Dining: Family WEA File: FL ORLANDO SANFORD AIRPOIiT.tm3) Water Heater Compliance Design Min Design Max CompDescriptiontypeCategoryEffEffLossLossliance Water lleater I Gas Storage water <= 75000 [3tu/11; 0.83 0.52 PASSES heater>= 20 Gat PASSES EnergyGauge Summit@ FWCom-2014. TAM 2014-1.0 Compliant Software, Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option 4/15/2017 Page 6 of 14 Project: Waffle llouse Title: Waffle House Type: Dining: Family Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance Systems PASSES EoorgyGauyoSummit@Fla/Com-2O14.TAM 2U14-1OCompliant Software. Effective Date: June 30,2015 Mandatory Requirements (as applicable) Mandatory requirements compiled by US Department of Energy and Pacific Northwest National Laboratory Adopted with permission Topic Section Component Description Yes N/A Exempt Fenestration 5.8.2.3,5.5.3.6 Envelope U-factor of opaque doors associated with the building thermal envelope meets requirements. Insulation 6.4.4.1.5 Envelope Bottom surface of floor structures incorporating radiant heating insulated to >=R-3.5. Insulation 5.5.3.1.1 Envelope High-albedo roofs satisfy one of the following. Solar reflectance — 0 55 and thermal emittance 0,75, Solar reflectance index — 64 0, or increased insulation (assembly — U-0.03 or >® R-33.0 insulation). Wattage 9A.3 Exterior Lighting Exterior grounds lighting over 100 W provides >60 ImAN unless on motion sensor or fixture is exempt from scope of code or from external LPD. Wattage 9.4.2 Interior Lighting Exit signs do not exceed 5 watts per face. Controls 10.4.3 Mechanical Elevators are designed with the proper lighting, ventilation power, and standby mode. HVAC 6.5.6.1 Mechanical Exhaust air energy recovery on systems meeting Table 6.5.6.1. SYSTEM —SPECIFIC 6.5.1.4 Mechanical Economizer operation will not increase heating energy use during normal operation. SYSTEM_ SPECIFIC 6.5.2.2.1 Mechanical Three -pipe hydronic systems using a common return for hot and chilled water are not used. SYSTEM_SPECIFIC 6.5.2.2.3 Mechanical Hydronic heat pump systems connected to a common water loop meet heat rejection and heat addition requirements. SYSTEM —SPECIFIC 6.5.2.4 Mechanical Water economizer specified on hydronic cooling and humidification systems designed to maintain inside humidity at >35 OF dewpoint if an economizer is required. SYSTEM —SPECIFIC 6.5.3.1.1 Mechanical HVAC fan systems at design conditions do not exceed allowable fan system motor nameplate hp or fan system bhp. SYSTEM_ SPECIFIC i 6.5.3.1.2 Mechanical HVAC fan motors not larger than allowable limits. SYSTEM —SPECIFIC 74.2 Mechanical Service water heating equipment meets efficiency requirements. SYSTEM_ SPECIFIC 7.5.2 Mechanical Service water heating equipment used for space heating complies with the service water heating equipment requirements. Air Leakage Insulation Plan Review 5.4.3.4 5.8.1.7.3 4.2.2,5A.3.1.15.7 Envelope Vestibules are installed where building entrances separate conditioned space from the exterior, and meet exterior envelope requirements. Doors have self -closing devices, and are > 7 It apart. Envelope Insulation in contact with the ground has < 0.3% water absorption rate per ASTM C 272, Envelope Plans and/or specifications provide all information with which compliance can be determined for the building envelope and document where exceptions to the standard are claimed. EnergyGauge Summit@ Fla/Com-2014, TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option 4/15/2017 Page 8 of 14 Plan Review 9.7 Exterior Lighting Plans, specifications, and/or calculations provide 0 0allinformationwithwhichcompliancecanbe determined for the exterior lighting and electrical systems and equipment and document where exceptions to the standard are claimed Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. Wattage 9.4.3 Exterior Lighting Exterior lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts_ Plan Review 4.2.2,9.4.4,9.7 Interior Lighting Plans, specifications, and/or calculations provide all information with which compliance can be determined for the interior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. HVAC 6,4.3,4 4 Mechanical Ventilation fans >0 75 hp have automatic controls to shut off fan when not required. HVAC 6.4.3.9 Mechanical Demand control ventilation provided for spaces 500 ft2 and >40 people/1000 112 occupant density and served by systems with air side economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. HVAC 6.4AAA Mechanical Thermally ineffective panel surfaces of sensible Q ri heating panels have insulation — R-3.5. HVAC 6.5.2.3 Mechanical Dehumidification controls provided to prevent reheating, recooling, mixing of hot and cold airstreams or concurrent heating and cooling of the same airstream. HVAC 6.5.4.1 Mechanical HVAC pumping systems >10 hp designed for variable fluid flow. HVAC 6.5.7.1.1 Mechanical Kitchen hoods >5,000 cfm have make up air 0 50% of exhaust air volume. HVAC 6.5.7.2 Mechanical Fume hoods exhaust systems > 15,000 cfm have a VAV hood exhaust and supply systems, direct make-up air or heat recovery. HVAC 6.5.8.1 Mechanical Unenclosed spaces that are heated use only radiant heat. HVAC 6.4.3.3.2 Mechanical Setback controls allow automatic restart and temporary operation as required for maintenance Other Equipment 10A.1 Mechanical Electric motors meet requirements where applicable. Plan Review 4.2.2,6.4.4.2.1,6.7.2 Mechanical Plans, specifications, and/or calculations provide all information with which compliance can be determined for the mechanical systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. Plan Review 4.2.2,7.7.1,10.4.2 Mechanical Plans, specifications, and/or calculations provide all information with which compliance can be determined for the service water heating systems and equipment and document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. Plan Review 6.7.2.4 Mechanical Detailed instructions for HVAC systems commissioning included on the plans or specifications for projects > 50,000 ft2. SYSTEM —SPECIFIC 6.4.3.10 Mechanical Single zone HVAC systems with fan motors > 5 El hp have variable airflow controls. Air conditioning equipment with a cooling capacity—110,000 Btu/h has variable airflow controls. EnergyGauge Summit@ Fla/Com-2014, TAM 2014-1.0 Compliant Software, Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option 4/15/2017 Page <) of 14 4/|5/2On SYSTEM —SPECIFIC 6 51,6.5,11,&5,13 Mechanical Air economizers provided where required, rneet the requirements for design capacity, control signal, ventilation controls, high -limit shut-off, integrated economizer control, and provide a means to relieve excess outside air during operation SYSTEM —SPECIFIC 6.51,6,51.2,15.51,3 Mechanical Water economizers provided where required, meet the requirements for design capacity, maximum pressure drop and integrated economizer control. SYSTEM —SPECIFIC 6,5.32.1 Mechanical VAV fan motors — 10 hp to be driven by variable speed drive, have a vane -axial fan with variable pitch blades, or have controls to limit fan motor SYSTEM —SPECIFIC 6 5,3,2,3 Mechanical Reset static pressure setpoint for DDC controlled VAV boxes reporting to central controller based on the zones requiring the most pressure. SYSTEM —SPECIFIC 6,533 Mechanical Multiple zone VAV systems with DDC of individual 1:1 Elzoneboxeshavestaticpressuresetpointreset SYSTEM —SPECIFIC 6,53 4 Mechanical Multiple zone HVAC systems have supply air temperature reset controls. SYSTEM —SPECIFIC 65A2 Mechanical Reduce flow in pumping systems > 10 hpto multiple chillers, or boilers when others are shut SYSTEM — SPECIFIC 6,5,4.3 Mechanical Temperature reset by representative building loads in pumping systems >10 hp for chiller and boiler systems >300,000 Btu/h SYSTEM — SPECIFIC 6,5AA,l Mechanical Two -position automatic valve interlocked to shut 1:1 0 off water flow when hydronic heat pump with pumping system >10 hp is off. SYSTEM — SPECIFIC 6 5AA,2 Mechanical Hydronic heat pumps and water-cooled unitary air conditioners with pump systems >5 hp have controls or devices to reduce pump motor SYSTEM — SPECIFIC 6,5,5,2 Mechanical Fan systems with motors —7.5 hp associated with heat rejection equipment to have capability to operate at 2/3 of full -speed and auto speed controls to control the leaving fluid temperature or condensing temp/pressure of heat rejection SYSTEM — SPECIFIC 65,62 Mechanical Condenser heat recovery system that can heat 1:1 El 1:1 water to 85 OF or provide 60% of peak heat rejection is installed for preheating of service hot water in 24/7 facility, water cooled systems reject SYSTEM — SPECIFIC 6.5.7.1.2 Mechanical Conditioned supply air to space with a kitchen D El M hood shall not exceed the greater of a) supply flow required to meet space heating or cooling, or b) hood exhaust flow minus the available air transfer from available spaces. SYSTEM — SPECIFIC 6,53A,3 Mechanical Kitchen hoods with a total exhaust airflow rate 5000 cfm meet replacement air, ventilation system, or energy recovery requirements shown SYSTEM — SPECIFIC 6,57,1A Mechanical Kitchen hoods with a total exhaust airflow rate 5000 cfm meet replacement air, ventilation system, or energy recovery requirements. SYSTEM — SPECIFIC 6,5,9 Mechanical Hot gas bypass limited to SYSTEM — SPECIFIC 7.5.1 Mechanical Combined space and water heating system not allowed unless standby loss less than calculated maximum. AHJ has approved or combined SYSTEM — SPECIFIC 6.4,3.1,1 Mechanical Heating and cooling to each zone is controlled by a thermostat control, SYSTEM — SPECIFIC 6,4,3,3.3 Mechanical Systems with air capacty >1 0,000 cfm include optimurn start controls SYSTEM — SPECIFIC &43,5 Mechanical Heat pump ccntrols prevent supplemental electric resistance heat from coming on when not needed. EnorgyGuugoSummh@Fka/ Com-2814.TAM 2O1418Compliant Software, Effective Dute June 30,2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90,1-2010 Energy Cost Budget Option ' poSv 10v[| 4 SYSTEM —SPECIFIC 7,4,4,3 Mechanical Public lavatory faucet water temperature <=110°F. 1:1 0 Controls 8.4.2 Project At least 50% of all 125 volt 15- and 20-Amp receptacles are controlled by an automatic control device. Plan Review 4.2.2,8.4.1.1,8,4.1.2,8. Project Plans, specifications, and/or calculations provide all information with which compliance can be determined for the electrical systems and equipment and document where exceptions are claimed. Feeder connectors sized in accordance with approved plans and branch circuits sized for maximum drop of 3%, Air Leakage 5.4.3.1 Envelope Continuous air barrier is wrapped, sealed. 0 0caulked, gasketed, and/or taped in an approved manner, except in sermheated spaces and in climate zones 1-6. Air Leakage 5.4.3.2 Envelope Factory -built fenestration and doors are labeled 0 El as meeting air leakage requirements Air Leakage 5,4,3,1 Envelope All sources of air leakage in the building thermal envelope are sealed, caulked, gasketed, weather stripped or wrapped with moisture vapor -permeable wrapping material to minimize air leakage. Fenestration 5,81,21 Envelope Fenestration products rated in accordance with 1:1 13 ElNFRC. Fenestration 5.8.2,2 Envelope Fenestration products are certified as to performance labels or certificates provided Insulation 5,8.1,2 Envelope Below -grade wall insulation installed per manufacturer's instructions. Insulation 5.8.1,2 Envelope Slab edge insulation installed per manufacturer's instruc!ions. Insulation 5.5,3.1 Envelope Roof R-value. For some ceiling systems, verification may need to occur during Framing Inspection Insulation 5.81 .2,5,8.1,3 Envelope Roof insulation installed per manufacturer's instructions. Blown or poured loose -fill insulation is installed only where the roof slope is -3 in 12. Insulation 5.5,31 Envelope Skylight curbs are insulated to the level of roofs with insulation above deck or R-5. Insulation 5.8.1.2 Envelope Above -grade wall insulation installed per manufacturer's instructions. Insulation 5,811 Envelope Floor insulation installed per manufacturer's instructions Insulation 5,8,1,1 Envelope Building envelope insulation is labeled with R-value or insulation certificate providing R-value and other relevant data. Insulation 5.&1A Envelope Eaves are baffled to deflect air to above the insulation. Insulation 5,8.1,5 Envelope Insulation is installed in substantial contact with the inside surface separating conditioned space from unconditional space. Insulation 5,8,1,6 Envelope Recessed equipment installed in building envelope assemblies does not compress the adjacent insulation. Insulation 5.8.1.7 Envelope Exterior insulation is protected from damage with a protective material. Verification for exposed foundation insulation may need to occur during Foundation Inspection Insulation 5.81.7,1 Envelope Attics and mechanical rooms have insulation protected where adjacent to attic or equipment access Insulation 5,8.13,2 Envelope Foundation vents do not interfere with insulation. EnergyGauge Summit@ Fla/Com-2014, TAM 2014-1,0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 901-2010 - Energy Cost Budget Option 4/15/2017 I)a,,e I I of 14 4/ij/20|7 Insulation 5,8.1,8 Envelope Insulation intended to meet the roof insulation requirements cannot be installed on top of a suspended ceiling. Mark this requirement compliant if insulation is installed accordingly. Controls 9.4.1.7 Exterior Lighting Automatic lighting controls for exterior lighting Controls 941 1 Interior Lighting Automatic controls to shut off all building lighting installed in buildings >5,000 ft2, Controls 9A.1 2 Interior Lighting Independent lighting controls installed per approved lighting plans and all manual controls readily accessible and visible to occupants. Controls 9A13 Interior Lighting Parking garage lighting is equipped with required lighting controls and daylight transition zone Controls 9,41 A Interior Lighting Primary sidelighted areas —250 ft2 are equipped with required lighting controls, Controls 9A,1,5 Interior Lighting Enclosed spaces with daylight area under 1:1 1:1 0skylightsandrooftopmonitors >900 ft2 are equipped with required lighting controls. Controls 9,41.6 Interior Lighting Separate lighting control devices for specific uses installed per approved lighting plans Wattage 96,2 Interior Lighting Additional interior lighting power allowed for special functions per the approved lighting plans and is automatically controlled and separated from general lighting. Wattage 9,6,3 Interior Lighting Where space LPD requirements are adjusted based on room cavity ratios. dimensions are consistent with approved plans. Wattage 9.Z2,3 Interior Lighting Interior installed lamp and fixture lighting power is 1:1 Elconsistentwithwhatisshownontheapproved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. HVAC 6.4,3 8 Mechanical Freeze protection and snow/ice melting system sensors for future connection to controls. HVAC 6.41A,6A.1,5 Mechanical HVAC equipment efficiency verified. Non-NAECA HVAC equipment labeled as meeting 90.1 HVAC 6,4,3,4,1 Mechanical Stair and elevator shaft vents have motorized dampers that automatically close, HVAC 6 4.3,4,2.6,4,3 4 3 Mechanical Outdoor air and exhaust systems have motorized dampers that automatically shut when not in use and meet maximum leakage rates. Check gravity dampers where allowed. HVAC 6,4.3,4.5 Mechanical Enclosed parking garage ventilation has automatic contaminant detection and capacity to stage or modulate fans to 50% or less of design HVAC 64,41,11 Mechanical Insulation exposed to weather protected from El D 0damage. Insulation outside of the conditioned space and associated with cooling systems is vapor retardant. HVAC 6AA1,2 Mechanical HVAC ducts and plenums insulated. Where ducts r or plenums are installed in or under a slab, verification may need to occur during Foundation Inspection HVAC 64,41.3 Mechanical HVAC piping insulation thickness. Where piping is installed in or under a slab, verification rnay need to occur during Foundation Inspection HVAC 6A.4,21 Mechanical Ducts and plenums sealed based on static El pressure and location. HVAC 6,5.7, 1 5 Mechanical Approved field test used to evaluate design air 1:1 El flow rates and demonstrate proper capture and containment of kitchen exhaust systems. HVAC 6.4,3 1, 2 Mechanical Thermostatic controls have a 5 'F deadband HVAC 6,43.2 Mechanical Temperature controls have setpoint overlap HVAC 6,4,33.1 Mechanical HVA.0 systems equipped with at least one 2norgyGmugeSummK@Fla/Cum-2O14.TAM 2014-i8Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option Page 12v[)4 4/15/2017 HVAC 6.4.3.7 Mechanical When humidification and dehumidification are provided to a zone, simultaneous operation is prohibited SYSTEM —SPECIFIC 7.4.4.1 Mechanical Temperature controls installed on service water heating systems (<=120OF to maximum temperature for intended use). SYSTEM —SPECIFIC 7.4 4.2 Mechanical Automatic time switches installed to automatically switch off the recirculating hot-water system or heat trace. SYSTEM —SPECIFIC 7.4.6 Mechanical Heat traps installed on non -circulating storage water tanks. SYSTEM —SPECIFIC 6.4.1.5.2 Mechanical PTAC and PTHP with sleeves 16 in. by 42 in. labeled for replacement only. SYSTEM —SPECIFIC 6.4.4.2.2 Mechanical Ductwork operating >3 in. water column requires El air leakage testing. SYSTEM —SPECIFIC 6.5.2.1 Mechanical Zane controls can limit simultaneous heating and cooling and sequence heating and cooling to each zone. SYSTEM —SPECIFIC 6.5.2.2.2 Mechanical Two -pipe hydronic systems using a common distribution system have controls to allow a deadband —15 IF, allow operation in one mode for at least 4 hrs before changeover, and have rest controls to limit heating and cooling supply temperature to -30 OF, SYSTEM —SPECIFIC 6.5.3.2.2 Mechanical VAV fans have static pressure sensors positioned l: so setpoint —1/3 total design pressure. SYSTEM —SPECIFIC 7.4.4.4 Mechanical Controls are installed that limit the operation of a recirculation pump installed to maintain temperature of a storage tank. SYSTEM —SPECIFIC 7.4.5.1 Mechanical Pool heaters are equipped with on/off switch and no continuously burning pilot light. SYSTEM —SPECIFIC 7.4.5.2 Mechanical Pool covers are provided for heated pools and pools heated to >90°F have a cover > R-12. SYSTEM —SPECIFIC Z 4.5.3 Mechanical Time switches are installed on all pool heaters and pumps SYSTEM —SPECIFIC 7A.3 Mechanical All piping in circulating system insulated SYSTEM —SPECIFIC 7.4.3 Mechanical First 8 ft of outlet piping is insulated SYSTEM —SPECIFIC 7.4.3 Mechanical All heat traced or externally heated piping insulated a xz y{;y,yyy vyG[,y }M {Sp. y y,} !jiY"ub\N'!i 1 rit Post Construction 8 7.1 Interior Lighting Furnished as -built drawings for electric power Usystemswithin30daysofsystemacceptance. Post Construction 8.7.2 Interior Lighting Furnished O&M instructions for systems and El equipment to the building owner or designated representative. HVAC 63,24 Mechanical HVAC control systems have been tested to ensure proper operation, calibration and adjustment of controls. Post Construction 6.7.2 1 Mechanical Furnished HVAC as -built drawings submitted within 90 days of system acceptance. Post Construction 6.7.2.2 Mechanical Furnished O&M manuals for HVAC systems within 90 days of system acceptance. Post Construction 6.7.2.3 Mechanical An air and/or hydronic system balancing report is provided for HVAC systems serving zones >5,000 ft2 of conditioned area. EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option Page 13 of' 14 Enorgy8uug*Summit@Fla/Cnm-2O14.TAM 2O14'1,0Compliant Software. Effective Date: June 38.2O15 Florida Building Code, Fifth Edition (2014) Energy Conservation ASHRAEOO1-2010'Energy Cost Budget Option 4/ 15/2017 Pug* 14v[ 14 EnergyGauge Summit@ v5.20 Pro:ect Information Project Name: Waffle House Orientation: 0 Deg Clockwise. Walls & Windows will be rotated accordingly Project Title: Waffle House Building Type: Dining: Family Address: W Mary Lake Blvd Building Classification: New Finished building No.of Stories: IState: FL Zip: 32746 GrossArea: 1719 SF Owner: Waffle House Zones No Acronym Description Type Area Multiplier Intl Total Area Isn I PrOZo I Zone I CONDI FION17D 1719.5 1 1719.5 0 Spaces No Acronym Description Type Depth Iftl NN'idth Height Multi Total Area Iftl Iftl plier I-Sq Total Volume lcfl 4,105/2017 Energ)(.auge Summit R v5.20 In Zone: PrOZol I PrOZo I Sp I ZOOSPI Food Service- Leisure 36.33 47.33 9.00 1 1719.5 15475.5 Dining Lighting No Type Category No. of Watts per Power Control Type No.of Luminaires Luminaire IWI Ctrl pts In Zone: PrOZol In Space: PrOZolSpI I Compact Fluorescent General Lighting 9 56 504 Manual On/Off 2 Recessed Fluorescent - General Lighting 14 61 854 Manual On/Off 1 No vent 3 Recessed Fluorescent - General Lighting 3 61 183 Manual On/Off 1 No vent 4 Recessed Fluorescent - General Lighting 2 122 244 Manual On/Off No vent Walls (Walls will be rotated clockwise by building rotation value) No Description Type Width H (Effec) Multi Area Orientation Conductance Heat Dens. R-Value IN IN plier IS11 lBtu/hr. sf. F] Capacity jib/cf] jh.sf.F/Btuj jBtu/sf.Fj In Zone: PrOZol I Long Glass Wall 8 in. h.w. conc- 2 in. 47.00 11.00 1 517.0 South 0.1046 7,246 49,77 9.6 insul. finish 2 Short Glass Wall 8 in. h.w. conc. 2 in. 36.33 11,00 1 399.6 West 0.1046 7.246 49.77 9.6 insul, finish 3 PrOZo I Wa3 8 in. h.w. conc, 2 in, 48.00 11.00 1 528.0 North 0.1046 7,246 49,77 9,6 insul. finish 4 PrOZo I Wa4 8 in. h.w. conc. 2 in. 36.33 11.00 1 399.6 West 0,1046 T246 49.77 9.6 insul, finish 4/15/2017 Energ,yGaugeSummitR -.5.20 Windows (Windows will be rotated clockwise by building rotation value) No Description Orientation Shaded U SHGC Vis.Tra W H (Effec) Multi Total Area jBtu/hr sf Fj IftI IN plier lsfl In Zone: PrOZol In Wall: PrOZolWal I Long Glass Wall South Yes 0.3500 0.40 0.75 45.50 8.00 1 364,0 El In Wall: Pr0ZoIWa2 I PrOZo I Wa2Wi I West Yes 03500 0.40 0.75 3.33 5.00 1 16.7 In "'all: PH)ZolWa4 I PrOZo1Wa4Wil West Yes 0.3500 0.40 0.75 13.00 8.00 1 104,0 Doors No Description Type Shaded? Width 11 (Effec) Multi Area Cond, Dens. Heat Cap. R-Value IN IN plier IsIl 113tu/hr. st F1 jib/cfl JBtu/sf. Fj Ih.sLF/Btul In Zone: PrOZol In Wall: PrOZolWal I PrOZo I Wa I Dr I Waffle House Door No 3,00 7.00 1 21.0 0.1919 0.00 0.00 5.21 E-1 I In Wall: PrOZo]Wa3 I PrOZo I Wa3 Dr I Waffle House Door No 3,00 7,00 2 21.0 0.1919 0.00 0.00 5.21 0 Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value IN IN plier IS11 Idegi jBtu/hr. St. F1 jBtu/sL F] jib/cfl jh.sf.FfBtuJ In Zone: PrOZol I PrOZo I RfI Waffle House Root' 48.00 36.33 1 1743.8 0.00 0.0385 26.0 4/15/2017 Energ ) Cauge Summit R N 5.24) Skylights No Description 'Type li SHGC Vis.Trans w 11 (Effec) Multiplier Area Total Area IBtu/hr sf F1 IN (it] IS11 IS11 In Zone: In Roof. - El Floors No Description Type Width H(Eff4ec) Multi Area Cond. Heat Cap. Dens. R-Value IN Ift] plier Istj jBtu/hr. st F1 jBtu/sf. F1 jib/cfl jh.sf.F/Btuj In Zone: Prozol I PrOZo I F! I Waffle House Floor 48.00 36.33 1 1743.8 2.1260 10.08 138.28 0,47 0 Systems PrOSy5 System 5 Constant Volume Packaged System--902 No. Of Units 4 Component Category Capacity EWiciencv IPLV I Cooling System 2 Heating System 3 Air Handling System -Supply 60000,00 13.00 8,00 50000.00 80.01) 1520.00 0.05 El Plant Equipment Category Size Inst.No Eff. IPLV 4/15/2017 Ener"'Gauge Summit R v5.201 , I Water Heaters W-Heater Description Capacity Cap.1.1nit I/P Rt. Efficiency Loss I Gas Storage water heater 80 [Gal] 75000 [Btu/h] 0.8300 [Ef/Et] [Btu/h] El EA -Lighting Description Category No. of Watts per Luminaires Luminaire Area/Len/No. of units Isf/ft/Nol Control "Type Wattage IWI I Ext Light 2 Uncovered Parking Areas Parking lots and Drives 6 320 16900,00 Photo Sensor control 1920.00 Piping No Type Operating Insulation Temperature Conductivity F] I Btu-in/h.sf.Fj Nomonal pipe Diameter lint Insulation Thickness linj Is Runout? I Domestic and Service Plot Water Systems 110.00 0.28 0.25 1,00 Yes Fenestration Used Name Glass Type No. of Glass SI-IGC V LT Panes Conductance lBtu/h.sf.Fl Apt.bWnd2 User Defined 2 03500 0.4000 0.7500 4115/20 17 EncrgyGaugt Summit R v5.20 i Materials Used Only R-Value RN'alue Thickness Conductivity Density SpecificHeatMatNoAcronymDescriptionUsedjh.sEF1BtuJ Iftl lBtu/h.ft.Fl jib/cfl JBtu/lb.Fj 264 Mat1264 ALUMINUM, 1/16 IN No 0.0002 0.0050 26.0000 480.00 0,1000 Li 214 Matl214 POLYSTYRENE, EXP., No 5.2100 0.1042 0,0200 1.80 0.2900 1- 1/4IN, 151 Mail 151 CONC W. DRD, 1401,13. No 0A403 0.3333 0.7570 140.00 0.2000 41N 185 Mat] 185 CLAY TILE, PAVER, 3/81N No 0,0301 0.0313 1,0410 120.00 0.2000 94 Matl94 BLJIUF-UP ROOFING, 3/81N No 0.3366 0.0313 0.0930 70.00 0.3500 7 Matl7 Gyp or Plaster Finish No 0.1738 0.0417 0.2400 78.00 0.2600 1003 ApLbMat1003 110I.YURETHANE, EXP., No 25.6385 0.3333 0.0130 1.50 0.3800 41N, 1004 ApLbMat 1004 CC BLK LW.81N.PFRL, No 9,3901 0.6667 0.0710 48.00 0.2000 FI-LD Constructs Used Simple Massless Conductance Heat Capacity Density RN"aluc No Name Construct Construct lBtu/h.sLFI lBtu/sEF1 jib/cfl jh.sf.F/BtuJ 1049 Wat'lle House Roof No Yes 0.04 26.0 Layer Material Material Thickness Framing No. Ift] Factor 1 94 BU113-UP ROOFING, 3/81N 0.0313 0,000 2 1003 POINURETHANE. EXP., 41N, 03333 0.000 4/15/2017 Encrgy(;augc Summit R 0.20 Simple Massless Conductance Heat Capacity Density Walue No Name Construct Construct lBtu/h.sLFI jBtu/sCFj jIb/cq jh.sLF/BtuJ 1051 Waffle House Floor No No 2.13 10.08 138.28 0.5 Layer Material Material Thickness Framing No. Iftl Factor 1 151 CONC HW, DRD. 140LB, 41N 0.3333 0.000 2 185 CLAY TILE, PAVER. 3118IN 0,0313 0.000 Simple Massless Conductance Heat Capacity Density Walue No Name Construct Construct lBtu/h.sf.Fl jBtu/sLFJ jib/cfl jh.sLF/Btuj 1052 Waffle I -louse Door No Yes 0.19 5.2 ID Layer Material Material Thickness Framing No. ifti Factor 1 264 ALUMINUM. 1/16 IN 0,0050 0,000 0 2 214 POLYSTYRENE, EXP.. 1-1/41N. 0.1042 0.000 3 264 ALUMINUM, 1/16 IN 0.0050 0,000 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct jBtu/h.sLFj jBtu/sffj jib/cq Ih.sf.F/Btul 1055 8 in. h.vv. cone. 2 in. insul. finish No No 0.10 7.25 49.77 9.6 Layer Material Material Thickness Framing No. IN Factor 1 1004 CC BLK 1,W.81N.PERI, FLLD 0.6667 0.000 2 7 Gyp or Plaster Finish 0.0417 0.000 4/15/2017 Energy(;augcSummitR ,5.20 F L 0 0 R P L A N WEST MARS' LAKE BLVD -- SANFORD, F.L. CP or LaW MA 112 REICNI 8 ACCENT, aMO tloL Us w) WITH STD. 90r'o. A, 1 o CH 2 KCqH otC WHDmY C w MEMO) OR GOOSE MV M TT HE OF COLTV. I ELEC. 1YY IOP OF LDW MSOH6* PAWF' MEN Sm gel ZZ- 2 ME IOP 0' SCAM wc) SEE SFRUC.) 3'-0' n. —3- SEA, ME'. AWkdl0 - 1/2 00 cAsru W Mo) — SID DRAT —AP - 1. ''-. A, I 11.E> 1 FLOOR S 0 U T H W E S T cO—CE /— cAST'a (COLON. AtCBLEND) w TIAS.HC 19 MATE. — SID G&Ay M0— MM.o.s aLzlo m - 10, OF N 0 R T H E X T E R 1 0 R E L E V A T 1 0 N S CORBELED OU-91RA COR MkL F , xw. C FIASHWO 10 MATCH WAOUS WEND M. - 1YP AsOW, lAWf`. tY T-O* Af- F' — P1; 'E. - — IU, OF ' WTA, — TO DOUR a CAM WASP li-212 W. Wc., f`Qw 61 C,O CAS !- ACCENT ` 9AW { COLOR: Q s lq 11", ARO WEND) I. SID, CRAI LEI MOR'IMDODO. AT 11 '-0' cH CLW Ax4^ sw'- '/-' 'mHI 9, OLD C's%E EA S KA, SPEI-, T E.D) MEd —,- y MORTAR 70 s-' A.' sp. WEST MARY LAKE BLVD SANFORD, F.L. Florida Code, Fifth Edition (2014) - EnergyEnergy=Conservation SunlrnbO Fba/Com-2016` Effective Date: June 30. 2015 ASHRAE ^ ' 90.1-2010- Energy Cost Budget Option Check List Applications for compliance with the Florida Building Code, Energy Conservation shall include: This Checklist K~ The full compliance report generated hytile software that contains the project summary, compliance summary. certifications and detailed component compliance ncpono. K~ The compliance report must include the full input report generated by tile software os contigous part of the compliance report. 13 Boxes appropriately checked in tile Mandatory Section ofthe cornplaince report. WARNING: INPUT REPORT NOT GENERATED. Tbinclude input report infinal submission, Qotothe Project Fomn.SedingaTmbandcheck the box - Append Input Report toCompliance Output Report Then rerun your calculation EoorgyGau0oSummm@Ra/ Com-2014.TAM 2O1 1.0Compliant Software, Effective Date: June 3O.2O15 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1 -2010 - Energy CostBudget Option 4/15,12017 Page | o[14 PROJECT SUMMARY Short Dese: Waffle House Description: Waffle House Owner: Waffle Flouse Addresst: W Mary Lake Blvd City: Sanford Addresst: State: FI, Zip: 32746 Type: Dining: Family Class: New Finished building Jurisdiction: SANFORR SEMINOLE.COUNJ'Y, 1L(691500) Conditioned Area: 1719 SF Conditioned & UnConditioned Area: 1719 SF No of Stories: I Area entered from Plans 1635 SF Permit No: 0 Max'I'onnage 5 If different, write in: Compliance Sum Component Design Criteria Result Gross Energy Cost (in $) 1,258.0 1,854,0 PASSED LIGHTING CONTROLS EXTERNAL LIGHTING H VAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? PASSES PASSES PASSES No Entry PASSES PASSES Yes/No/NA IMPORTANT MESSAGE Info 5009 -- — -- An input report of this design building must be submitted along with this Compliance Report EnergyGauge SummitO Fla/Com-2014, TAM 2014-1.0 Compliant Software, Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option 4/15/2017 Page 2 of 14 CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared ll,,,: Mark D. Ilavev, AIA Building Official: Date: I Date: I certify that this building is in compliance with the Florida Energy Efficiency Code Owner Agent: Mark D. Pavey, AIA Date: If Required by Florida law, I hereby certify (*) that the system design is in compliance with the Florida Energy Efficiency Code Architect: Mark D. Pavey, AIA 11-I'lectricalDesigner: James A Knockel Lighting Designer: James A Knockel Mechanical Designer: Kevin K Herbert Reg No: AR0012176 Reg No: #PF,00064138 Reg No: #PF100064138 Reg No: 414"00061254 Plumbing Designer: Kevin KHerbert Reg No. PF26976 Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. rrlri EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Sofhvare. Effective. Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option 4/15/2017 Page 3 ot'14 Project: Waffle Clouse Title: Waffle douse Type: Dining: Family WEA File: Ft._ORL,ANDO SANFORD_AIRPCIWLtm3) Building End Uses 1) Proposed 2) Baseline Total 88.80 130.20 1,258 1,854 ELECTRICITY(MBtulkWhl$) 74.40 109.40 21794 32046 1,186 1, 750 AREA LIGHTS 18.70 16.00 5467 4687 297 256 MISC EQUIPMT 8.60 8.60 2519 2519 137 138 PUMPS & MISC 0.10 0.10 22 22 1 1 SPACE COOL 45.50 49.80 13332 14600 S725 797 VENT FANS 1.50 34.90 454 10218 25 558 NATURAL•GAS(MBtulthermt$) 14.40 20.80 144 208 72 104 SPACE HEAT 14.40 20.80 144 208 72 104 Credits Applied: None PASSE Passing Criteria =1854 j Design (including any credits) = 1258 Passing requires Proposed Building cost to be at most 100% of Baseline cost. This Proposed Building is at 67.8% EnergyGauge Summit@ Fla(Com-2014, TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRA.E 90.1-2010 - Energy Cost Budget Option 4/15/2017 Page 4 of 14 Project: Waffle House Title: Waffle House Type: Dining: Family External Lighting Compliance Parking lots and Drives Tradable Surfaces: 1920 (W) Allowance for Tradable: 2440 (W) PASSES All External Lighting: 1920 (W) lComplicance check includes a excess/Base allowance of 750.00(W) Project: Waffle [louse I'itle: Waffle House T'ype: Dining: Family Lighting Controls Compliance Acronym Ashrae Description Area Design Nfin Compli- PrOZo I Sp 1 8 Food Service - Leisure Dining 1,719 4 1 PASSEIS PASSES EnorgyGmuge3ommit@Fka/Com-2O 4.TAM2014-1DCumpiant8okwam.EMeotiveDate:Jmm30.2015 Florida Building Code, Fifth Edition (2014) Energy Conservation ASMFmE90.1'201O Energy Cost Budget0pmm Project: Waffle House Title: Waffle House Type: Dining: Family WEA File: FL_ORLANDO_ SANFORD_AIRPORT.tm3) System Report Compliance PrOSy5 System 5 Constant Volume Packaged No. ofUnits System--902 4 Component Category Capacity Design Eff Design IPLV Comps Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 60000 13,00 13.00 8.00 PASSF,S 0 to 65000 F3tulh Cooling Capacity Heating System Warm Air Gas Furnace < 50000 80.00 80.00 PASSES 225000 13tu/h Air Handling Air Handler (Supply] - 1520 0,05 0,82 PASSES System -Supply Constant Volume PASSES Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV [PLV liance None Project: Waffle house Title: Waffle house Type: Dining: Family WEA File: FL ORLANDO SANFORD AIRPORT.tm3 Water Heater Compliance Design Min Design Max CompDescriptiontypeCategoryI?ff Eff Loss Loss liance Water Heater I Gas Storage water 75000 13tu/h: 0.83 0.52 PASSES heater 20 Gal PASSES EnergyGauge Summit@ Fla/Com-2014, TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option 4/15/2017 Page 6 of 14 Project: Waffle Ilouse Title: Waffle [louse Type: Dining: Family Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance Domestic and Service [lot Water Systems 0.25 True I 1 (00 0.28 1.00 0.50 PASSEIS PASSES EoergyGuugeGummit@Fka/Com-2O14.TAM 2014-1.0 Compliant Software. Effective Date: June 30.2015 Florida Building Code, Fifth Edition (2014) Energy Conservation ASHRAE901-2010'Energy Cost Budget 0p*m 4/15/2017 Pat, c7of A Mandatory Requirements (as applicable) Mandatory requirements compiled by US Department of Energy and Pacific Northwest National Laboratory Adopted with permission Topic Section Component Description Yes N/A Exempt Fenestration 5,8.2,3,5.5,3.6 Envelope U-factor of opaque doors associated with the building thermal envelope meets requirements. Insulation 6A.41.5 Envelope Bottom surface of floor structures incorporating radiant heating insulated to -R-3.5 Insulation 55.3,11.1 Envelope High-albedo roofs satisfy one of the following: Solar reflectance — 0.55 and thermal emittance 0. 75, Solar reflectance index — 64 0, or increased insulation (assembly <= U-0.03 or R-33,0 insulation). Wattage 94,3 Exterior Lighting Exterior grounds lighting over 100 W provides >60 ImAN unless on motion sensor or fixture is exempt from scope of code or from external LPD. Wattage 9,4,2 Interior Lighting Exit signs do not exceed 5 watts per face. Controls 110A3 Mechanical Elevators are designed with the proper lighting, ventilation power, and standby mode. HVAC 6.5.6.1 Mechanical Exhaust air energy recovery on systems meeting Table 6.5 6, 1 . SYSTEM — SPECIFIC 6,5.1 A Mechanical Economizer operation will not increase heating energy use during normal operation. SYSTEM — SPECIFIC 6.5.2.2.1 Mechanical Three -pipe hydronic systems using a common return for hot and chilled water are not used. SYSTEM — SPECIFIC 6.5.2.2.3 Mechanical Hydronic heat pump systems connected to a common water loop meet heat rejection and heat addition requirements. SYSTEM — SPECIFIC 6.5,2A Mechanical Water economizer specified on hydronic cooling and humidification systems designed to maintain inside humidity at >35 OF dewpoint if an economizer is required SYSTEM — SPECIFIC 6,5,3,1 1 Mechanical HVAC fan systems at design conditions do not exceed allowable fan system motor nameplate hp or fan system bhp. SYSTEM — SPECIFIC 65.3.1 2 Mechanical HVAC fan motors not larger than allowable limits SYSTEM — SPECIFIC 74,2 Mechanical Service water heating equipment meets efficiency requirements. SYSTEM — SPECIFIC 7.5.2 Mechanical Service water heating equipment used for space heating complies with the service water heating equipment requirements. Air Leakage Insulation Plan Review 5. 4.3,4 5, 81.73 4225A31, 1,53 Envelope Vestibules are installed where building entrances separate conditioned space from the exterior, and meet exterior envelope requirements. Doors have self -closing devices, and are -7 ft apart Envelope Insulation in contact with the ground has -0,3% water absorption rate per ASTM C 272, Envelope Plans and/or specifications provide all information with which compliance can be determined for the building envelope and document where exceptions to the standard are claimed. EnergyGauge Summit@ FWCom-2014, TAM 2014-1 .0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90,1-2010 - Energy Cost Budget Option N N 09 4/ 15/ 2017 Page 8 of 14 Plan Review 97 Exterior Lighting Plans, specifications, and/or calculations provide all information with which compliance can be determined for the exterior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. Wattage 9.4,3 Exterior Lighting Exterior lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. Plan Review 4Z2,9AA,97 Interior Lighting Plans, specifications, and/or calculations provide all information with which compliance can be determined for the interior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. HVAC 6,434A Mechanical Ventilation fans >0.75 hp have automatic controls El 1:1 1:1toshutofffanwhennotrequired HVAC 6A.19 Mechanical Demand control ventilation provided for spaces 500 U and >40 people/1000 ft2 occupant density and served by systems with air side economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. HVAC 6.4.4.1.4 Mechanical Thermally ineffective panel surfaces of sensible heating panels have insulation — R-15, HVAC 6,5,23 Mechanical Dehumidification controls provided to prevent reheating, retooling, mixing of hot and cold airstreams or concurrent heating and cooling of the same airstream. HVAC 6.5*11 Mechanical HVAC pumping systems >10 hp designed for variable fluid flow HVAC 6.5.7.1.1 Mechanical Kitchen hoods >5,000 cfm have make up air 50% of exhaust air volume. HVAC 6.5,7,2 Mechanical Fume hoods exhaust systems — 15.000 cfm have 1:1 El EI VAV hood exhaust and supply systems, direct make-up air or heat recovery HVAC 6.5.8.1 Mechanical Unenclosed spaces that are heated use only 1:1 Elradiantheat HVAC 6.43,3.2 Mechanical Setback controls allow automatic restart and temporary operation as required for maintenance. Other Equipment 10,4,1 Mechanical Electric motors meet requirements where applicable. Plan Review 4,2 2,6A 4,21,6 72 Mechanical Plans, specifications, and/or calculations provide all information with which compliance can be determined for the mechanical systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks, Plan Review 4.2,2,71A,10.4,2 Mechanical Plans, specifications, and/or calculations provide El all information with which compliance can be determined for the service water heating systems and equipment and document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. Plan Review 6.7.2.4 Mechanical Detailed instructions for HVAC systems commissioning included on the plans or specifications for projects -50,000 ft2. SYSTEM —SPECIFIC 6,43,10 Mechanical Single zone HVAC systems with fan motors -5 hp have variable airflow controls. Air conditioning equipment with a cooling capacity -110,000 Btu/h has variable airflow controls. EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1 0 Compliant Software, Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option 4/15/2017 ["age 9 of 14 4/i5/20|7 SYSTEM —SPECIFIC 6.5.1,6.5.1 1,6.5,1.3 Mechanical Air economizers provided where required, meet 1:1 0therequirementsfordesigncapacity, control signal, ventilation controls, high -limit shut-off, integrated economizer control, and provide a means to relieve excess outside air during SYSTEM —SPECIFIC 6.5,1,6.5,1,2,6,5 1,3 Mechanical Water economizers provided where required, meet the requirements for design capacity, maximum pressure drop and integrated economizer control. SYSTEM_SPECIFIC 6.5.3Z1 Mechanical VAV fan motors -10 hp to be driven by variable speed drive, have a vane -axial fan with variable pitch blades, or have controls to limit fan motor SYSTEM —SPECIFIC 6.5.3.2.3 Mechanical Reset static pressure setpoint for DDC controlled VAV boxes reporting to central controller based on the zones requiring the most pressure, SYSTEM —SPECIFIC 6.5.3.3 Mechanical Multiple zone VAV systems with DDC of individual El zone boxes have static pressure setpoint reset SYSTEM —SPECIFIC 6.5.3,4 Mechanical Multiple zone HVAC systems have supply air 0 0 temperature reset controls. SYSTEM —SPECIFIC 6.5,4,2 Mechanical Reduce flow in pumping systems >10 hp to multiple chillers or boilers when others are shut SYSTEM —SPECIFIC 6,5,4,3 Mechanical Temperature reset by representative building loads in pumping systems > 10 hp for chiller and boiler systems >300,000 Btu/h. SYSTEM —SPECIFIC 6.5.4.4,1 Mechanical Two -position automatic valve interlocked to shut off water flow when hydronic heat pump with pumping system > 10 hp is off, SYSTEM —SPECIFIC 6.5.4,4.2 Mechanical Hydronic heat pumps and water-cooled unitary air 1:1 E conditioners with pump systems >5 hp have controls or devices to reduce pump motor SYSTEM —SPECIFIC 6.5.5,2 Mechanical Fan systems with motors —7.5 hp associated with heat rejection equipment to have capability to operate at 2/3 of full -speed and auto speed controls to control the leaving fluid temperature or condensing temp/pressure of heat rejection SYSTEM —SPECIFIC 6,5,62 Mechanical Condenser heat recovery system that can heat water to 85 OF or provide 60% of peak heat rejection is installed for preheating of service hot water in 24/7 facility, water cooled systems reject SYSTEM —SPECIFIC 6,5.7,1,2 Mechanical Conditioned supply air to space with a kitchen hood shall not exceed the greater of a) supply flow required to meet space heating or cooling, or b) hood exhaust flow minus the available air transfer from available spaces. SYSTEM —SPECIFIC 6.5,7 1, 3 Mechanical Kitchen hoods with a total exhaust airflow rate 1:1 El 5000 cfm meet replacement air. ventilation system, or energy recovery requirements shown SYSTEM —SPECIFIC 6.5.7,1A Mechanical Kitchen hoods with a total exhaust airflow rate El 13 M 5000 cfrn meet replacement air, ventilation system, or energy recovery requirements, SYSTEM —SPECIFIC 6,5,9 Mechanical Hot gas bypass limited to: SYSTEM —SPECIFIC T5.1 Mechanical Combined space and water heating system not allowed unless standby loss less than calculated maximum, AHJ has approved or combined SYSTEM SPECIFIC 6.4,3.1.1 Mechanical Heating and cooling to each zone is controlled by a thermostat control. SYSTEM —SPECIFIC 6A.13.3 Mechanical Systems with air capacity >10,000 cfm include optimum start controls SYSTEM —SPECIFIC 6A 3.5 Mechanica! Heat pump controls prevent supplemental electric resistance heat from coming on when not needed. EnorgyGaugoSummm0Fb/Com-2O14.TAW2014-1DCompliant Software, Effective Date: June 3O.2M5 Florida Building Code, Fifth Edition (2O 4) - Energy ConservationASHRAEQO1-2010 Energy Cost Budget Option Pogv 10"(|4 4/15/2017 SYSTEM —SPECIFIC 7.4.4,3 Mechanical Public lavatory faucet water temperature — 11 O'F Controls 8.4.2 Project At least 50% of all 125 volt 15- and 20-Amp receptacles are controlled by an automatic control device, Plan Review 4.2.2,8.4.1.1,8.4.1.2,8. Project Plans, specifications, and/or calculations provide El El 1:1allinformationwithwhichcompliancecanbe determined for the electrical systems and equipment and document where exceptions are claimed. Feeder connectors sized in accordance with approved plans and branch circuits sized for maximum drop of 3% Air Leakage 5,4.31 Envelope Continuous air barrier is wrapped, sealed, caulked, gasketed, and/or taped in an approved manner, except in sermheated spaces and in climate zones 1-6 Air Leakage 5.4.3.2 Envelope Factory -built fenestration and doors are labeled as meeting air leakage requirements. Air Leakage 5,4,3,1 Envelope All sources of air leakage in the building thermal envelope are sealed, caulked, gasketed, weather stripped or wrapped with moisture vapor -permeable wrapping material to minimize air leakage. Fenestration 5.8.2.1 Envelope Fenestration products rated in accordance with NFRC. Fenestration 5.8.2.2 Envelope Fenestration products are certified as to performance labels or certificates provided. Insulation 5.8.1.2 Envelope Below -grade wall insulation installed per manufacturer's instructions. Insulation 5.811 Envelope Slab edge insulation installed per manufacturer's instructions Insulation 5.5.3.1 Envelope Roof R-value For some ceiling systems, verification may need to occur during Framing Inspection - Insulation 5,8,1 .2,5,8.1.3 Envelope Roof insulation installed per manufacturer's instructions. Blown or poured loose -fill insulation is installed only where the roof slope is -3 in 12. Insulation 5.5,31 Envelope Skylight curbs are insulated to the level of roofs with insulation above deck or R-5. Insulation 5,8,1.2 Envelope Above -grade wall insulation installed per 1-1 Elmanufacturer's instructions. Insulation 5,81,2 Envelope Floor insulation installed per manufacturer's instructions. Insulation 5,13,11,11 Envelope Building envelope insulation is labeled with R-value or insulation certificate providing R-value and other relevant data Insulation 5,81A Envelope Eaves are baffled to deflect air to above the 1:1 El insulation, Insulation 5.8.1.5 Envelope Insulation is installed in substantial contact with 1:1 El the inside surface separating conditioned space from unconditional space Insulation 5.8.1.6 Envelope Recessed equipment installed in building 1:1 El M envelope assemblies does not compress the adjacent insulation, Insulation 5,8A,7 Envelope Exterior insulation is protected from damage with E1 a protective material. Verification for exposed foundation insulation may need to occur during Foundation Inspection. Insulation 5.8.1.7.1 Envelope Attics and mechanical rooms have insulation protected where adjacent to attic or equipment access Insulation 5,81 T2 Envelope Foundation vents do not interfere with insulation EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1 0 Compliant Software, Elfective Date, June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option Page I I of 14 4/15/2017 Insulation 5.8,1.8 Envelope Insulation intended to meet the roof insulation El requirements cannot be installed on top of a suspended ceiling. Mark this requirement compliant if insulation is installed accordingly. Controls 9,4,13 Exterior Lighting Automatic lighting controls for exterior lighting installed. Controls 9.4.1,1 Interior Lighting Automatic controls to shut off all building lighting 1:1 Elinstalledinbuildings >5,000 ft2 Controls 9.4.1.2 Interior Lighting Independent lighting controls installed per Elapprovedlightingplansandallmanualcontrols readily accessible and visible to occupants. Controls 9A.1.3 Interior Lighting Parking garage lighting is equipped with required El lighting controls and daylight transition zone lighting Controls 9.4,1A Interior Lighting Primary sidelighted areas —250 ft2 are equipped with required lighting controls. Controls 9.4,1,5 Interior Lighting Enclosed spaces with daylight area under skylights and rooftop monitors >900 V are equipped with required lighting controls. Controls 9,4. 1,6 Interior Lighting Separate lighting control devices for specific uses installed per approved lighting plans. Wattage 9,6.2 Interior Lighting Additional interior lighting power allowed for special functions per the approved lighting plans and is automatically controlled and separated from general lighting. Wattage 9.6,3 Interior Lighting Where space LPD requirements are adjusted based on room cavity ratios, dimensions are consistent with approved plans. Wattage 9.2,2.3 Interior Lighting Interior installed lamp and fixture lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. HVAG 6,4,3,8 Mechanical Freeze protection and snow/ice melting system 1:1 sensors for future connection to controls HVAC 6.4.1.4,6.4.1.5 Mechanical HVAC equipment efficiency verified. Non-NAECA HVAC equipment labeled as meeting 90 1, HVAC 6.4.3A.1 Mechanical Stair and elevator shaft vents have motorized dampers that automatically close. HVAC 6.43A.2.6,4,3A3 Mechanical Outdoor air and exhaust systems have motorized dampers that automatically shut when not in use and meet maximum leakage rates. Check gravity dampers where allowed. HVAC 6A.3A.5 Mechanical Enclosed parking garage ventilation has automatic contaminant detection and capacity to stage or modulate fans to 50% or less of design capacity. HVAC 6A.4.1,1 Mechanical Insulation exposed to weather protected from damage. Insulation outside of the conditioned space and associated with cooling systems is vapor retardant. HVAC 6A.4.1,2 Mechanical HVAC ducts and plenums insulated. Where ducts or plenums are installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC 6AA13 Mechanical HVAC piping insulation thickness. Mere piping is installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC 6,4.4,2,1 Mechanical Ducts and plenums sealed based on static pressure and location. HVAC 6,5,7,1,5 Mechanical Approved field test used to evaluate design air flow rates and demonstrate proper capture and containment of kitchen exhaust systems. HVAC 6A,3.1.2 Mechanical Thermostatic controls have a 5 'F deadband. El HVAC 6.4,3.2 Mechanical Temperature controls have setpoint overlap restrictions. HVAC 6,433.1 Mechanical HVAC systems equipped with at least one automatic shutdown control. EnergyGauge Summit® Fla/Com-2014, TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option Page 12 of 14 4/15/2017 HVAC 6.4,37 Mechanical When humidification and dehumidification are provided to a zone, simultaneous operation is prohibited, SYSTEM —SPECIFIC 7.4,41 Mechanical Temperature controls installed on service water heating systems (<= 120IF to maximum temperature for intended use). SYSTEM —SPECIFIC 7.4,4,2 Mechanical Automatic time switches installea to automatically switch off the recirculating hot-water system or heat trace. SYSTEM —SPECIFIC 7.4.6 Mechanical Heat traps installed on non -circulating storage water tanks. SYSTEM —SPECIFIC 6A 1. 5,2 Mechanical PTAC and PTHP with sleeves 16 in. by 42 in. labeled for replacement only SYSTEM —SPECIFIC 6,4,4,2,2 Mechanical Ductwork operating >3 in. water column requires air leakage testing. SYSTEM —SPECIFIC 6.5,2.1 Mechanical Zone controls can limit simultaneous heating and cooling and sequence heating and cooling to each zone. SYSTEM —SPECIFIC 6.5.2.2,2 Mechanical Two -pipe hydronic systems using a common distribution system have controls to allow a deadband — 15 IF, allow operation in one mode for at least 4 him before changeover, and have rest controls to limit heating and cooling supply temperature to -30 IF, SYSTEM —SPECIFIC 6,5,3,2,2 Mechanical VAV fans have static pressure sensors positioned El so setpoint —1/3 total design pressure. SYSTEM —SPECIFIC 7.4AA Mechanical Controls are installed that limit the operation of a recirculation pump installed to maintain temperature of a storage tank. SYSTEM —SPECIFIC 7.4.5.1 Mechanical Pool heaters are equipped with on/off switch and no continuously burning pilot light. SYSTEM —SPECIFIC 7.45.2 Mechanical Pool covers are provided for heated pools and pools heated to >90'F have a cover -R-1 2. SYSTEM —SPECIFIC 7,4,5,3 Mechanical Time switches are installed on all pool heaters and pumps. SYSTEM —SPECIFIC 7,43 Mechanicai All piping in circulating system insulated SYSTEM —SPECIFIC 74,3 Mechanical First 8 ft of outlet piping is insulated SYSTEM —SPECIFIC 7 4.3 Mechanical All heat traced or externally heated piping insulated sti, 00 - Or'"'tojad, Com,OWUOn arid ,,Prior to Is an of Y, POO Post Construction 87,11 Interior Lighting Furnished as -built drawings for electric power L1 L1 n systems within 30 days of system acceptance Post Construction 87.2 Interior Lighting Furnished O&M instructions for systems and equipment to the building owner or designated representative. HVAC 6,7,2,4 Mechanical HVAC control systems have been tested to ensure proper operation, calibration and adjustment of controls, Post Construction 63 2A Mechanical Furnished HVAC as -built drawings submitted within 90 days of system acceptance. Post Construction 6.7.2.2 Mechanical Furnished O&M manuals for HVAC systems 1:1 1:1 Elwithin90daysofsystemacceptance. Post Construction 6.71.3 Mechanical An air and/or hydronic system balancing report is 1:1 El provided for HVAC systems serving zones >5,000 ft2 of conditioned area, EnergyGauge Sumrri Fla/Com-2014. TAM 2014-1 .0 Compliant Software, Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option Papo 13 of 14 EnergyGaugeGummh@Fla/Com-201uTAM 2014-18Compliant Software, Effective Date: June 30,205 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option 4/15/ 2017 Page 14^[|4 EnergyGauge Summit® v5.20 INPUT DATA REPORT Proiect Information Project Name: Wale House Orientation: 0 Deg Clockwise. Walls & Windows will be rotated accordingly Project Title: Waffle House Building Type: Dining: Familv Address: W Mary Lake Blvd Building Classification: New Finished building No.of Stories: 1 State: FL Zip: 32746 GrossArea: 1719 SF Owner: Waffle House Zones No Acronym Description Type Area Multiplier lsfl Total Area sfl 1 PrOZoI Zone 1 CONDITIONED 1719.5 1 1719.5 Spaces No Acronym Description Type Depth lftl Width Height Multi Total Area IN lftl plier (sfl Total Volume lcfl 4/15/2017 E:nergyGauge Summit 0.20 In Zone: Pr0ZoI I Prozolsp] ZOOSPI Food Service - Leisure 36.33 47.33 9.00 1 1719.5 15475,5 Dining Lighting No Type Category No. of Watts per Power Control Type No.of Luminaires Luminaire WI Ctrl pts In Zone: PrOZol In Space: Pr0Zo1SpI I Compact Fluorescent General Lighting 9 56 504 Manual On/Off 2 Recessed Fluorescent - General Lighting 14 61 854 Manual On/Off I No vent 3 Recessed Fluorescent - General Lighting 3 61 183 Manual On/Off I No vent 4 Recessed Fluorescent - General Lighting, 2 122 244 Manual On/off I No vent Walls (Walls will be rotated clockwise by building rotation value) No Description Type Width 11 (Effec) Multi Area Orientation Conductance Heat Dens. R-Value IN IN plier lsfl jBtu/br. sf. F1 Capacity Ilb/cfl jh.sf.F1Btuj jBtu/sf.Fj In Zone: PrOZol I Long Glass Wall 8 in. h.w. conc. 2 in, 47.00 11.00 1 517.0 South 0.1046 T246 49.77 9.6 insul. finish 2 Short Glass Wall 8 in, h.NN. conc. 2 in. 3633 11.00 1 399.6 West 0.1046 7.246 49.77 9.6 insul. finish 3 PrOZo l'Wa3 8 in. h.w, conc. 2 in. 48.(0 11.00 1 528.0 North 0.1046 7.246 49.77 9,6 insul. finish 4 PrOZo I Wa4 8 in. lmw. conc. 2 in, 36.33 11.00 1 399.6 West 0.1046 7.246 49.77 9.6 msul. finish 4/15/2017 Energy gauge SUMMit R 15.20 Windows (Windows will be rotated clockwise by building rotation value) No Description Orientation Shaded tT SHGC Vis.Tra AN, 11 (Effec) Multi Total Area jBtu/hr sf F1 IN IN plier lsq In Zone: PrOZol In Wall: Pr0ZolWaI I Long Glass Wall South Yes 03500 0.40 0.75 45.50 8,00 1 364.0 El In Wall: PrOZolWa2 I PrOZo I Wa2Wi I West Yes 0.3500 040 0,75 3.33 5.00 1 16.7 El In Wall: Pr0ZoIWa4 I PrOZo I Wa4Wi I West Yes 03500 0.40 0,75 13.00 8.00 1 104.0 01 Doors No Description Type Shaded? Width 11 (Effec) Multi Area Cond. Dens. Heat Cap. R-Value A IN plier IS11 (Btu/hr. sL F1 jib/cfl 113tu/sL F] Ih.sLF/Btul In Zone: PrOZol In Wall: PrOZolWal I Pr0ZolWa1Drl Waffle House Door No 3,00 7.00 1 21.0 0.1919 0.00 0.00 5,21 F-1 In Wall: PrOZolWa3 I Pr0ZolWa3Drl Waffle House Door No 3.00 7.00 2 21.0 0,1919 0.00 0.00 5.21 ED Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value IN IN plier Isil Idegl ]Btu/hr. SL F1 113tu/sL F] ib/cq jh.sff/Btuj In Zone: PrOZol I PrOZo I RfI Waffle House Roof 48.00 36.33 1 1743.8 0.00 0.0385 26.0 41/1 -55/20 17 Energ) Gauge Summit R 1, 5.24) Skylights No Description Type U SHGC jBtu/hr sf F1 N"is.Trans w H (Effec) Multiplier IN IN Area Total Area Isf] ISO In Zone: In Roof: Floors No Description Type Width II(Effec) IN Iftl Multi Area Cond. Heat Cap. Dens. plier Isq jBtu/hr. st F1 jBtu/sf. F1 jib/cq R-Value Jh.sf.F/Btuj In Zone: Pr0ZoI I PrOZo I Fl I Waffle I louse Floor 48,00 36.33 1 1743.8 2.1260 10.08 138.28 0.47 Systems PrOSy5 System 5 Constant Volume Packaged System--902 No. Of Units 4 Component Category Capacity Efficiency 1PIA, I Cooling System 2 Heating System 3 Air Handling System -Supply 60000.00 13.00 8.00 50000.00 80.00 1520.00 0.05 1:1 3 Plant Equipment Category Size Inst.No Eff. IPLN' 4/15/2017 EnergyGauge Summit R v5.20 Water Heaters W-Heater Description Capacity, Cap.Unit I/P Rt. Efficiency Loss I Gas Storage water heater 80 [Gal] 75000 [Btu/hj 0.8300 [Ef/Et] [Btu/hj EA -Lighting Description Category No. of Luminaires Watts per Luminaire Area/Len/No. of units IsUft/Nol Control Type Wattage IWI I Ext Light 2 Uncovered Parking Areas -- 6 Parking lots and Drives 320 16900.00 Photo Sensor control 1920.00 Piping No Type TemperatureTemperature IF1 Insulation Conductivity I Btu-in/h.sf,FJ Nomonal pipe Diameter linj Insulation Thickness linj Is Runout? I Domestic and Service Hot Water Systems 110.00 0.28 0.25 1 M Yes Fenestration Used Name Class Type No. of Class SHGC NTT Panes Conductance lBtu/h.sf.Fl Apl.bWnd2 User Defined 2 0.3500 0.4000 0.7500 El 4/1 -5/2017 Energy Gauge Summit H v5.20 5 Materials Used Only R-Value RValuc Thickness Conductivity Density Specifictleat Mat No Acronym Description Used h.sf.F[Btul IN lBtu/h.ft.Fl llblcfl Btu/Ib.Fj 264 Mat1264 ALUMINUM. 1/] 6 IN No 0.0002 0.0050 26,0000 480.00 0,1000 Li 214 Mat1214 POLYSTYRENE, EXP., No 5.2100 0.1042 0.0200 1.80 0.2900 1-1/41N. 151 Mat] 151 CONC HW. DRD. 140LB, No 0,4403 0.3333 0.7570 140,00 0.2000 41N 185 Mat] 185 CLAY TILE. PAVER, 3/81N No 0.0301 0.0313 1,0410 120,00 0.2000 94 Mat194 BUILT-LTP ROOFING, 31/81N No 0.3366 0.0313 0.0930 70.00 0.3500 7 Mat17 Gyp or Plaster Finish No 0,1738 0.0417 0.2400 78.00 0.2600 1003 ApLbMat1003 POLYURLTHANE, EXP.. No 25.6385 0.3333 0.0130 1.50 0.3800 41N, 1004 ApLbMat 1004 CC BLK LW.8IN,PERL No 9.3901 0.6667 0.0710 48.00 0.2000 FLLD Constructs Used Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct jBtu/h.sLFJ lBtu/SLFI jib/cfl jh.sEF/Btuj 1049 WaffIc House Roof No Yes 0,04 26.0 Layer Material Material Thickness Framing No. IN Factor 1 94 BUILT-UP ROOFING. 3/81N 0.0313 0.000 2 1003 POINURETILANE1, EXP., 41N, 0.3333 0.000 4/15/2017 Energ)(;augeSUmnjitR %5.20 Simple Massless Conductance Heat Capacity Density RN'alue No Name Construct Construct lBtu/h.sEFI lBtu/sf.Fl Ilb/cfl jh.sf.FfBtuj 1051 Waffle House Floor No No 2.13 10.08 138.28 0.5 Laver Material Material Thickness Framing No. IN Factor 1 151 CONC IIW, DRD, 140LB, 41N 0.3333 0.000 2 185 CLAY TILE. PAVER. 3/81N 0.0313 0.000 ED Simple Massless Conductance Heat Capacity Density RN*alue No Name Construct Construct lBtu/b.sf.Fl lBtu/sf.Fl jib/cfl 1h.sf.F/Btul 1052 Waffle House Door No Yes 0.19 5.2 Laver Material Material Thickness Framing N0. Ift] Factor 1 264 ALUMINUM. 1/16 IN 0.0050 0,000 2 214 POLYSTYRENE, FXR, 1-1/41\11'. 0.1042 0.000 264 ALI 1MINUM. 1/16 IN 0.0050 0.000 Simple Massless Conductance Heat Capacity Density RValue N o Name Construct Construct lBtu/h.sf.Fl jBtu/sUFj jib/cfl jh.sEF/Btuj 1055 8 in. h,N%,. cone, 2 in. instil. finish No No 0.10 7,25 49.77 9.6 0 Layer Material Material Thickness Framing No. IN Factor 1 1004 CC BLK LbV,BiN.PE12L FLLD 0-6067 0.000 EJ 2 7 Gyp or Plaster Finish 0.0417 0.000 4/15/2017 EncrgA(.augcSumMitR 1*55.20 7 4'-4_ 1 21' -8" 2'-0' 2-8' 2'-0' I L " 13* -4- L 3'- 4" N.C. 120'-0' .3'-4' M.O. 9'- 4" 8'- 4 $'-0' 7'-0' 0 8'-0" PURSE L 8" MECH. 7 t L ST IGABC PRE [XINGUISHER IANS A ITYR mw N RAR EWERGENCY/tSEE SHE-3 VUGHTMA-3 FOR REAR -,,FLEVAT€ON Z'j SUPPORT AREA SOAP 7*- 2" OCCUPANT LOAD=3 7 710, Disp. VOPOP E'T loll VIMPut /SEE S T I co 3 AT Ny T SETT GOCUPANT L LII i L o' 2' 4- 34- 7YPj DATH 7'- 7" TRA V! DS'ANCcTO 4- 55'-S-) TRAVEL OF EGRESS DqSTANCETOMEANSOFEGRESSL E OCCUPANT LOAD= 43 0'- EMEnv- ECRESS VE Tj tZ77 E,' ENCY/EXIT LIGHTING EXIT Ch ACi IY=\., 2'- 12'-0' VO 7'- 4' M.0, 6 `Q;k _:'ES 2*-0* 2 2 F L 0 0 R P L A N WEST MARY LAKE BLVD SANFORD, F.L. CA MR LED —.-M. e,= CORN /— .— C`E( CKtD ERE) I— — K 70 13' LMRS PRANGED 57D y mowc Anvs a mONECF OR ll'Ep ME El. S-'ER' TC CF LCw YASDNR* PARR E' wAu rN, HE m S 0 U T H CAR OlzwSEE SPECS lo. cc-cE CMILE MLCR Rc m a 3 CXSE NEcR s SEND COLOR- SEE cLEO iGP Of itw MASONRY PARMES CORK, 0 CUM-sw. MR.Cf W' FPkaN ALU CAP MSNTG 10 lAaTCH 9 .O ccLOR - ' 17'-o• &U, LCw YAS W PAPAK7 I670- A71—F, — 2R!5 8'ARN4 sm. ') EE (SEE vcl) Ei4 lo 51RimACce E-0 jcA oR CAVE ACCEW a.0 (COLOR, 10US E.D) M M, AR 80P AT 10 C AHD SEAIER PER CGO Akno, —Ivqp tRNYNSPWiI N 0 R T H 9>m) WrH SW. oRRY M. SEESPECSE A S T To 3-A' 1r1 E X T E R 1 0 R E L E V A T 1 0 N S WEST MARY LAKE BLVD SANFORD, F.L. GOOD FOOD FASIV'@ 6986 Financial Drive- Norcross, Georgiz30071 May 8,2018 City of Sanford, Florida Building Department 300 N. Park Ave. Sanford, FL 32771-1244 Re: Waffle House 336 W. Lake Mary Blvd. Enclosed in this package are the following items: 1. Plan review letter addressing comments from Joy Deen 2. Plan review letter addressing comments from Hope Duncan 3. 5 revised sheets of T-1 4. 5 revised sheets of A-] 5. 5 revised sheets of P-1 6. 5 revised sheets of P-2 7. 5 revised sheets of SP-1 8. Check in the amount of $4,514.70 for our site development fee 9. Check in the amount of $250.00 for the wastewater discharge application and permit fee 10. Application for dumpster permit and 3 sets of signed scaled drawings 11. Application for masonry wall structure for monument sip and 3 sets of signed seated drawings I believe everything you require is included but if I've omitted anything else you need to issue our building permits please do not hesitate to contact me. Sincerely, 94&941W. Butch Baur Real Estate Dept. 678-429-1298 butchbaur(@wafflehouse.coi-n cc: File GOWM00T R66Pft66 GOOD FOOD FAST"®R 6936 Financial Drive• Norcross, Georgia30071 May 8, 2018 Joy Deen — Plans Examiner City of Sanford, Florida Building Division 300 N. Park Ave. Sanford, FL 32771 PH (407) 688-5064, FAX (407) 688-5152 Email: "o .deen s nfordfl. ov RE: Proposed Waffle House - 336 W. Lake Mary Blvd., Sanford, FL Architectural Comments Please let this letter, and the attached, serve as Waffle House's response to your plan review comments dated 02/15/2018 concerning the above referenced project. 1. Sheet T-1. Building Information. Incorrect editions of the building codes. Current edition of Building, Plumbing, Mechanical and Accessibility is 2017. NEC is 2014. Submit two revised sheets T-1. Response: Please see revised sheet T-1 with the corrected edition of the building codes. 2. Roofing product approval number FL1046-R7 contains 21 pages. Appendix 1, page 1 of 21 needs to be identified for site specific application and page number. Response: Product approval number FL 1046-R7 is for a modified bitumen roof. We will install a TPO roof. Reference to a modified bitumen roof has been removed from revised sheets SP-1 and T-1. 3. Roofing product approval number FL5293-RI8 contains 83 pages. Appendix 1, page I of 83 needs to be identified for site specific application and page number. Response: Please see revised sheet T-1 specifying the site specific application and page number. Since the City of Sanford is using the 2017 building code, T-1 was updated to the R27, the current Installation Instructions for 2017. Please indicate in writing that our responses are adequate and meet your requirements and do not hesitate to contact me with any questions or concerns. Sincerely, Bch' ffattamy Rick Hattaway Construction Services 770-729-5852 rickhattawa waffleliouse.com cc: Butch Baur — Waffle House Real Estate File r----= I BMW I GOOD FOOD FAST" 6986 Financial Drive - Norcross, Georgia 30071 May 8, 2018 City of Sanford, Florida Utilities Department 300 N. Park Ave. Sanford, Fl, 32771-1244 ATTN: Hope Duncan — Environmental Coordinator PH (407) 688-5000 ext. 5512, CELL (407) 416-3367 FAX (407) 688-5096 Email: hoVeduncan@sanfbrdfl.g—ov RE: Proposed Waffle House - 336 W. Lake Mary Blvd., Sanford, FL Plumbing Comments Please let this letter, and the attached, serve as Waffle House's response to your plan review comments dated 01/11/2018 concerning the above referenced project. 1. A booster heater (20) has been included on plans. The City highly recommends adding/installing a cold water step down valve to reduce the temperature of the dishwasher discharge prior to entering the grease interceptors. High temperature water (greater than 140 degrees=minimum required by health department) will cause the grease to remain liquefied and will not allow it to sufficiently coot and separate and could lead to pass through to City sewers. If pass through occurs, the City will require more frequent pumping of the interceptors and/or installation of additional grease interceptor capacity. Thus, it is recommended to install the step down valve at the time ofconstruction in an effort to prevent this in the future. Or, change the type ofdishwasher proposed so that it does not discharge high temperature water. Response: Please see the Drain Cool Down Assembly added to revised sheet P-2. 2. Plans indicate one 1000 gallon grease interceptor. Revise plans to reflect two interceptors in series with a capacity of 125OG and 75OG (see attached sizing calculation). Please- include a two way cleanout before and after each interceptor. Replace grease interceptor spec with City spec attached. Ensure interceptors are not situated within parking spaces as they must be accessible at all times for inspection and cleaning. This is also required on the civil plans which have not been revised since May 2017. Response: Please see the 1250 gallon and 750 gallon grease traps on revised sheet P-1 and noted on revised sheet T-1. 3. The vegetable sink (135) and mop sink (136) have not been included on plans. Please add and ensure connected to grease waste line. Response: The prep sink has been added and the mop sink located at the rear of the building has been labeled on revised sheets P-1 and P-2. They both connect to the grease waste line. The prep sink is also shown on the revised floor plan, A-1 and noted on revised T-1. 4. Please property label grease waste line. Response. Please see the grease waste line labeled on revised sheet P-1. 5. The cleanout (5) located in the men's restroorn appears to connect to the grease waste line. Revise plans to reflect connection to sanitary line. a= F11 GOOD FOOD FAST"® 5986 Financial Drive- Norcross, Georgia30071 Response: The cleanout (S) is located in the restroom on the wall, but this cleanout does not serve the restroom fixtures at all. It is used as a way to clean out the grease line that serves the kitchen area. It is shown in the restroom because this is the shortest route. The cleanout could be shown in the toilet vestibule, but this would add more piping to the job. 6. The sampling box has not been included on plans. Revise plans to include sampling box and detail attached. Sampling box must receive waste from the grease interceptors and sanitary lines. This is typically accomplished by wyeing the two lines together prior to the sampling box. Response: Please see the sampling box added to revised sheet P-1. Please indicate in writing that our responses are adequate and meet your requirements and do not hesitate to contact me with any questions or concerns. Sincerely, A91d 11at4W4v 1 Rick Hattaway Construction Services 770-729-5852 rickhattawa wafflehouse.com cc: Butch Baur — Waffle House Real Estate File GOOD FOODFAST"0) 5986 Financial Drive- Norcross, Georgia30071 May 8,2018 City of Sanford, Florida Building Department 300 N. Park Ave. Sanford, FL 32771-1244 Re: Waffle House 336 W. Lake Mary Blvd. Enclosed in this package are the following items: 1. Plan review letter addressing comments from Joy Deen 2. Plan review letter addressing comments from Hope Duncan 3. 5 revised sheets of T- 1 4. 5 revised sheets of A-] 5. 5 revised sheets of P-1 6. 5 revised sheets of P-2 7. 5 revised sheets of SP- I 8. Check in the amount of $4,514.70 for our site development fee 9. Check in the amount of $250.00 for the wastewater discharge application and permit fee 10. Application for dumpster permit and 3 sets of signed scaled drawings 11. Application for masonry wall structure for monument sign and 3 sets of signed sealed drawings I believe everything you require is included but if I've omitted anything else you need to issue our building permits please do not hesitate to contact me. Sincerely, Baal '66- Butch Baur Real Estate Dept. 678-429-1288 hqLchbaur ?wafflehouse.com cc: File O,OW ME)\J'7- RWV-6C I VIM I I M I Lxl!,' GOOD FOOD FAST"@ 5986 Financial Drive- Norcross, Georgia 30071 May 8, 2018 Joy Deen — Plans Examiner City of Sanford, Florida Building Division 300 N. Park Ave. Sanford, FL 32771 PH (407) 688-5064, FAX (407) 688-5152 Email: jg .den sanfordfl. oY RE: Proposed Waffle House - 336 W. Lake Mary Blvd., Sanford, FL Architectural Comments Please let this letter, and the attached, serve as Waffle House's response to your plan review comments dated 02/15/2018 concerning the above referenced project. 1. Sheet T- 1. Building Information. Incorrect editions of the building codes. Current edition of Building, Plumbing, Mechanical and Accessibility is 2017. NEC is 2014. Submit two revised sheets T-1. Response: Please see revised sheet T-1 with the corrected edition of the building codes. 2. Roofing product approval number FL1046-R7 contains 21 pages. AppendixI, page I of 21 needs to be identified for site specific application and page number. Response: Product approval number FL 1046-R7 is for a modified bitumen roof. We will install a TPO roof. Reference to a modified bitumen roof has been removed from revised sheets SP-1 and T-1. 3. Roofing product approval number FL5293-R 18 contains 83 pages. Appendix 1, page I of 83 needs to be identified for site specific application and page number, Response: Please see revised sheet T-1 specifying the site specific application and page number. Since the City of Sanford is using the 2017 building code, T-1 was updated to the R27, the current Installation Instructions for 2017. Please indicate in writing that our responses are adequate and meet your requirements and do not hesitate to contact me with any questions or concerns. Sincerely, A01W Ila teallay Rick Hattaway Construction Services 770-729-5852 rickhattawyay,( )wafflehouse.com cc: Butch Baur — Waffle House Real Estate File r--_--I GOOD FOOD FAST"@ 6986 Financial Drive- Norcross, Georgia 30071 May 8, 2018 City of Sanford, Florida Utilities Department 300 N. Park Ave. Sanford, FL 32771-1244 ATTN. Hope Duncan — Environmental Coordinator PH (407) 688-5000 ext. 5512, CELL (407) 416-3367 FAX (407) 688-5096 Email: liot)e.duncati@sa—iit'oxrdfl.geov RE: Proposed Waffle House - 336 W. Lake Mary Blvd., Sanford, FL Plumbing Comments Please let this letter, and the attached, serve as Waffle House's response to your plan review comments dated 01/11/2018 concerning the above referenced project. 1. A booster heater (20) has been included on plans. The City highly recommends adding/instal ling a cold water step down valve to reduce the temperature of the dishwasher discharge prior to entering the grease interceptors. High temperature water (greater than 140 degrees=minimum required by health department) will cause the grease to remain liquefied and will not allow it to sufficiently cool and separate and could lead to pass through to City sewers. If pass through occurs, the City will require more frequent pumping of the interceptors and/or installation of additional grease interceptor capacity. Thus, it is recommended to install the step down valve at the time of construction in an effort to prevent this in the future. Or, change the type of dishwasher proposed so that it does not discharge high temperature water. Response: Please see the Drain Cool Down Assembly added to revised sheet P-2. 2. Plans indicate one 1000 gallon grease interceptor. Revise plans to reflect two interceptors in series with a capacity of 125OG and 750G (see attached sizing calculation). Please include a two way cleanout before and after each interceptor. Replace grease interceptor spec with City spec attached. Ensure interceptors are not situated within parking spaces as they must be accessible at all times for inspection and cleaning. This is also required on the civil plans which have not been revised since May 2017. Response: Please see the 1250 gallon and 750 gallon grease traps on revised sheet P-1 and noted on revised sheet T-1. 3. The vegetable sink (135) and mop sink (136) have not been included on plans. Please add and ensure connected to grease waste line. Response: The prep sink has been added and the mop sink located at the rear of the building has been labeled on revised sheet,-, P-1 and P-2. They both connect to the grease waste line. The prep sink is also shown on the revised floor plan, A-1 and noted on revised T-1. 4. Please properly label grease waste line. Response. Please see the grease waste line labeled on revised sheet P-1. 5, The cleaiiout (5) located in the men's restroorn appears to connect to the grease waste line. Revise plans to reflect connection to sanitary line. 0 GOOD FOOD FAST"@ 5986 Financial Drive• Norcross, Georgia 30071 Response: The cleanout (5) is located in the restroom on the wall, but this cleanout does not serve the restroom fixtures at all. It is used as a way to clean out the grease line that serves the kitchen area. It is shown in the restrooni because this is the shortest route. The cleanout could be shown in the toilet vestibule, but this would add more piping to the job. 6. The sampling box has not been included on plans. Revise plans to include sampling box and detail attached. Sampling box must receive waste from the grease interceptors and sanitary lines. This is typically accomplished by wyeing the two lines together prior to the sampling box. Response: Please see the sampling box added to revised sheet P-1. Please indicate in writing that our responses are adequate and meet your requirements and do not hesitate to contact me with any questions or concerns, Sincerely, Rv llae4wy Rick Hattaway Construction Services 770-729-5852 rickhattawavQwafflehouse.com cc: Butch Baur — Waffle House Real Estate File City OfSanford Engineering And Planning Department APPROVAL NOTICE P0_187% 17490,1 To: John Schultheis, P-E.Dewberry Email: jscbu|theis@devxberny.morn From: Michael T.Cash, Planning Engineer City ofSanford Planning and Development Services Date: May 1D,2O17 You should receive- 1_pa0e/s\including this cover sheet Subject: Approved DEVELOPMENT PLANS for: WAFFLE HOUSE On K8AY1Q, 2017,the Development Review Team approved the DEVELOPMENT PLANS for WAFFLE HOUSE, received MAY 3, 2017 located at 336 W. LAKE MARY BOULEVARD. Approval of these plans is subject to specific conformance with the City of Sanhord's Land Development Regulations and any special conditions approved by the City Commission as may be outlined below. It is the responsibility of the developer to correct any deficiencies with the plans as constructed which result in afailure tocomply with all applicable City, State and Federal regulations. Approval of these plans does not constitute a waiver of any code requirements nor does it relieve the developer of the responsibility tomeet those requirements, This approval is subject tothe following stipulations: 1. All construction must meet all City of Sanford Codes and Land Development Regulations. 2. All other permits required for this project must be obtained. An EPA Notice of Intent (N0) for StormwaterDischarge Associated with Industrial Activity Under an NPDES Permit must be filed with EPA for all sites which are one (l) acre and greater. 3. As-bui|ts and Certificate of Completion from the engineer o/ record as specified at the Pre - Construction meeting to be submitted to the City prior to C.O. 4, All easements and right of way dedications, if any, must be conveyed to the City prior to Site Development Permit issuance. 5. Coordinate with Sabreena Colbert to develop an irrigation plan which provides 100% coverage of all new plantings, 6. Prior to submitting plans for stamping, address any outstanding issues with regards to Hope Duncan'scomments. Prior to the issuance of a Site Development Permit, nine (9) copies of signed and sealed approved plans, a completed Site Development permit application and a contractor's or engineer's certified cost estimate shall be submitted for review and approval. In addition, a pre -construction conference is required and will be scheduled by this office no earlier than 72 hours after receipt of the plans, Site Development permit application and cost estimate. The Site Development permit and approved plans will be released at the pre -construction meeting upon receipt of the permit fee. Building Department Permits may not be released prior to the issuance of the Site Development Permit. This approval ixgood for a periodofoneVeer' ASite Development Permit must beobtained and construction started within that time period or this approval will expire. If you have any further questions, you may contact my office at (407) 688-5148. r\omavpmr"txewrw\06pvuAn*m"a/pmcv"\ xnnmva/s\mnuva(fie xuu,o nawLake Mary Blvd, ^,znoavex Page of I C Lighting plan Device legend Wiring methods and materials Feeders and branch circuits, conduit sizes and types Grounding conductors 1;4 Exit lights 14--' Emergency lighting C Egress lighting I^ Signage and disconnecting means location p% jenerator type: emergency or standby 4Remote annunciation d oad shed (if necessary) Required receptacle outlets Cs .".. GFCI's Equipment d/-Special occupancies 6// Emergency systems j /oVommunication systems O Low voltage FIRE PROTECTION/FIRE SUPPRESSION FLAN Fj #)) Early warning smoke evacuation and control CJ J prinkler design criterion (separate permit required) 1 I ire alarm design criterion (separate permit required) Pre-engineered systems t Riser diagram L.]r/Standpipes These guidelines were compiled to assist the applicant in preparing a new commercial permit/plan submittal and nzay not be complete. Tlie applicant is required to meet all City of Samford, state, and federal code requirements. Please be aware that a separate permit is required far any fire sprinkler system and fire alarm system. All site relate(' signs, .fences, hardsc ape featz res, guardlhand rails, free standing walls, retaining walls, canopies, accessory structures, site electrical and lighting, satellite dishes, dumpster enclosures, irrigation systems, lift stations, and any demolition of structures. Effective;: August 1, 2017 Page 7 of 7 Total dcvokxpcJlength Segment |cooihs I~~~ Appliance locations MECHANICAL PLAN 4,~— Mccbuuicu| plans nubnoitkeJ E—Energy calculations F-q~~ Duct systems and sizing E+-- Duct work clearances u{mechanical room (4" minimum) 69-_ Duct supports 4~~='Means for balancing H\//\[ system Q~~~~Diffusers (size and direction) L\J--- CFMoqoireomts t' Ventilation N-'~ Combustion air 4--- Outdoor air calculations B= Balanced return air Make -Lip air locudonand v/orkingclearances (30``vvidcbv3h``deep, h`highmininnunn} Condensate piping and disposal oquipcdplatforms and cutu|ko 3~~ n/ Roofoouuntedcqoipnucut( ino} ndingoquiymuentoodcurbuuohorugu) r+~~~—Details and specifications B-~—Equipment sizing calculations 4-~~~ Equipment specifications E]oiotooa| iugmethods and product specification B~~- Air balance table U4~~~ Duiod penetrations - fire damper details and n000utuc(urc,`s installation ino(roo(ions o Means for automatic fan shutdown Ei---- Kitchen hood, duct plans, fire suppression and specifications Bathroom exhaust systems Lkoyxo/a/uxouuu/ uyu'ernu O V/PrCbinmucya, fireplaces and vents O Other appliances J u uum HebhAuniouL4--- Bathroom ventilation ELECTRICAL PLAN Maximum available fault current Nservice E41 /\VCrating o[ equipment B'Voltage and phase o[electrical system 0~~ Load calculation E| oobicu| service riser diagram indicating ovorouoen\puniec(iou sizes, conductor and conduit types and sizes, number of service disconnecting means, grounding electrode system: bonded to the foundation steel, eiruoiuru| ntuoL o`oiu| piping, size and type, separately derived ayuiunu or not? (solid ncuUni or switching) W~~~ Transformer sizes and types i{used F4~-- Panel schedules and ratings 1-4-- Power plan Puuc| locations and working clearances f xxvrAugust /.Jo// Page o"yr TRINITY ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1A-1 Wood New, Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 3 1A-2 Wood New, Reroof (Tear -Off), Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 3it1BWoodNew, Reroof (Tear -Off), Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 3 iC Wood New, Reroof (Tear -Off), Recover C Mech. Attached Insulation, Bonded Roof Cover 4 1D Wood New, Reroof (Tear -Off), Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 4 1E-1 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 5 lE-2 Wood New, Reroof (Tear -Off), Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 5 2A Steel or Conc. New, Reroof (Tear -Off), Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 6-10 2B Steel or Conc. New, Reroof (Tear -Off), Recover C Mech. Attached Insulation, Bonded Roof Cover 11 2C Steel or Conc. New, Reroof (Tear -Off), Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 12 LU 3A Concrete New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 13-14 3B Concrete New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 14 4A-i LWIC New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 15 4A-2 LWIC New, Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 16-17 4B LWIC New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 18 SA CWF New, Reroof (Tear -Off), Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 19 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 19 6B Gypsum Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 19 7 Various Recover A-1 Bonded Insulation, Bonded Roof Cover 20-21 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components; deck -attachment details pertain to 'as -tested' conditions under TAS 114, Appendix J. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: Wood Deck: UltraFast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. Steel Deck: UltraFast Fasteners or All Purpose Fasteners with U€traFast Metal Plates. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. Concrete Deck: All Purpose Fasteners with UltraFast Metal Plates or Struct cone. Fasteners with UltraFast Metal Plates (flat bottom only). Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. e Unless otherwise noted, insulation may be any one layer or combination of poiyisocyanurate, polystyrene, wood fiberboard, perl(te, gypsum -based roof board, invinsa Roof Board or invinsa Foam that meets the C?A requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 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. Non M-1 Hot asphalt (HA): Full coverage at 25-30 Ibs/square Uri, JM MBR Bonding Adhesive (MBR-BA): Continuous 0.75-inch wide ribbons, 12-inch o.c. or full coverage at 2.0 gal/square 1M Two -Part Urethane insulation Adhesive (UTA-TWO-PART): Continuous 0.75-inch wide ribbons, 12-inch o.c. Note: 1M Green Two -Part Urethane insulation Adhesive may be used where UTA-TWO-PART is referenced. 1M Roofing System Urethane Adhesive (RSUA): Continuous 0.5 to 0.75-inch wide ribbons, 12-inch o.c. 0 3M CR-20: Continuous 2.5 to 3.5-inch ribbons, 12-inch o.c. y Note: When multiple loyers(s) of insulation and/or caverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing. 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. Exterior Research and Design, LLC. d/b/a Trinity ( ERD Evaluation Report J9340.07.08-R4 for FL1046-R7 Certificate ofAuthorization €9503 Revision 4: 04/28/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 21 TRINITY ERD S. 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: JM Two -Part Urethane Insulation Adhesive (UIA-TWO-PART): MDP -315.0 psf (Min. 0.5-inch thick) JM Roofing System Urethane Adhesive (RSUA): MDP -157.5 psf (Min. 0.5-inch thick) 3M CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 6. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 7. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 8. For assemblies where all components are fully adhered, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 9. 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 TAS 105 or ANSI/SPRI FX-1. 10. For existing substrates in a bonded recover installation, the existing roof surface shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or TAS 124, 11. 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. 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. 12. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. Johns Manville Roof Covers Reference Layer Material Application BP -AA Base and Ply sheets, Asphalt -Applied) Base GlasBase Plus, PermaPly 28 Hot asphalt at 20-40 fbs/square Ply GlasPly IV, GlasPly Premier, GlasBase Plus, PermaPly 28 BP-CA1 Base and Ply sheets, Cold -Applied, 1-part) Base GlasBase Plus, PermaPly 28 JM MBR Cold Application Adhesive at 1.5 to 2.0 gal/squarePlyGlasPlyIV, GlasPly Premier, GlasBase Plus, PermaPly 28 APP-TA APP, Torch -Applied) Base/Ply JM APP Base, APPeX 4S Torch applied Cap APPeX 4S, APPeX 4.5M, APPeX 4.5M FIR, APPeX 4.5M FR CR, Tricor S, Tricor M FR, Tricor M FR CR APP-CA1 APP, Cold -Applied, 1-part) Base/Ply JM APP Base JM MBR Cold Application Adhesive at 1.5 to 2.0 gal/squareCapTricorMFR, Tricor M FR CR APP-CA2 APP, Cold -Applied, 2-part) Base/Ply JM APP Base JM MBR Bonding Adhesive at 1.5 to 2.0 gal/squareCapTricorMFR, Tricor M FR CR 13. "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. Exterior Research and Design, LLC, d/b/a Trinity I ERD Evaluation Report J9340.07.08-R4 for FL1046-R7 Certificate ofAuthorization #9503 Revision 4: 04/28/201S Prepared by: Robert Niernmen, PE-59166 Appendix 1, Page 2 of 21 w TRINITYERD TABLE 1A-1: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover No. See Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Cap MDP ( psf) 32 ga., 1-S/8 9-inch o.c. in 4-inch Optional) Min. 1.5-inch ENRGY 3, PSI- Min. 0.75 inch Fesco Min. 19/32- Two plies of inch diameter lap and 12-inch o.c. 25, ENRGY 3 AGF, ENRGY 3 2S PSI Board, min. 0.5-inch W- 1 inch PermaPly 28 tin caps with in two, equally AGF, ENRGY 3 CGF, ENRGY 3 25 PSI HA Retro-Fit Board or HA BP -AA Optional] APP-TA 52.5 plywood or 11 ga. annular spaced, staggered CGF, ValuTherm, ValuTherm AGF, DuraBoard or min. APP-TA Ventsulation ring shank ValuTherm 25 PSI AGF, ValuTherm 1.5-inch Fesco Foam nails center rows CGF, ValuTherm 25 PSI CGF or DuraFoam TABLE 1A-2: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover No. See Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply MdP ( psf) Cap 9- inch o.c. in 4-inch Optional) Min. 1.5-inch ENRGY 3, PSI- Min. 0.75-inch Fesco Two plies of lap and 12-inch o.c. 25, ENRGY 3 AGF, ENRGY 3 25 PSI Board, min. 0.5-inch W- 2 Min. 19/32- PermaPly 2$ or See Note in two, equally AGF, ENRGY 3 CGF, ENRGY 3 25 PSI HA Retro- Fist Board or (Optional) HABP -AA APP-TA -52.5 inchplywoodVentsulation2 spaced, staggered CGF, ValuTherm, ValuTherm AGF, DuraBoard or min. APP-TA ValuTherm 25 PSI AGF, ValuTherm 1.5-inch Fesco Foam center rows CGF, ValuTherm 25 PSI CGF or DuraFoam TABLE 18: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer I Roof Cover No. See Note 1) Type Fasteners Attach Type Attach MDP ( psf) Base Ply Cap Min. 1.4-inch ENRGY 3, PSI-2S, ENRGY 3 AGF, ENRGY 3 25 PSI Min. 0.75-inch Fesco Board, W 3 Min. 19/32- AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm See Note 2 1 per 2 ft' min. O.S-inch Retro-Fit HA BP -AA (Optional) APP- TA -45.O* inchplywoodAGF, ValuTherm 25 PSI AGF, ValuTherm CGF, ValuTherm 25 PSI Board or DuraBoard or min. APP-TA CGF, JM ISO 3 or Min 1.5-inch Fesco Foam or DuraFoam 1.5-inch Fesco Foam Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI Min. 19/32- AGF, ENRGY 3 CGF, ENRGY 3 2S PSI CGF, ValuTherm, ValuTherm 1 per 1.33 Min. 0.75-inch Fesco Board Optional) W4inch plywood AGF, ValuTherm 25 PSI AGF, ValuTherm CGF, ValuTherm 25 PSI See Note 2 ftz or min. inch Retro-Fit HA APP-TA BP -AA APP TA 52.5 CGF, JM ISO 3, Fesco Foam or DuraFoam Board or Dr DDuraBoardExteriorResearch and Design, LLC. d/b/a Trinity[ ERD Evaluation Report J9340.07.08-R4 for FL1046-R7 Certificate of authorization #9503 Revision 4: 04/28/201S Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 3 of 21 TRIM i i ER V TABLE 1C: WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover Base Insulation Layer Type Fasteners Attach Base Ply Cap MDP (psf) No. (See Note 1) W S Min, 19/32- One or more layers, any combination, Min. 0.75-inch Fesco Board or min. 0.5-inch Retro- See Note 2 1 per 2 ft2 BP -AA ( Optional) APP-TA 45.0* inch plywood loose laid Fit Board or DuraBoard APP-TA TABLE ID: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Insulation Layer(s) Base Sheet Roof Cover Slip Sheet MDP (psf) Type Attach Base Fasteners AttachNo. See Note 1) Ply Cap Min. ( Optional) One or more One or more JM APP Base, Prelim 12-inch o.c. in 4-inch lap and Optional} W 6 layers PermaPly 28, loose laid layers, any PermaPly 28, Glasbase See Note 2 18-inch o.c. in two, equally APP-TA -4S.0* inch plywood below or above insulation combination Attach Plus orVentsulation spaced, staggered center rows APP-TA Optional) One or moreMin. IS/32- One or more High Load FastenersDynaFast180HWor 18-inch o.c. within the min. 4- Optional} W 7 layers PermaPly 28, loose laid layers, any Loose -laid and APB Plates or inch wide, heat -welded side APP-TA 45.0* inch plywood below or above insulation combination DynaFast 250 HW High Load Plates leaps. APP-TA Optional) One or moreMin. 19/32- One or more Prelim Two plies PermaPly 28 9-inch o.c. in 4-inch lap and 12- Optional) W-8 layers PermaPly 28, loose laid layers, any See Note 2 inch o.c. in two, equally APP-TA -52.SinchplywoodAttachorVentsu€ation APP-TA below or above insulation combination spaced, staggered center rows Optional) One or more One or more High Load Fasteners 9-inch o.c. within the min. 4- W 9 Min. I5/32- layers PermaPly 28, loose laid layers, min. 1- Loose -laid DynaFast 180 HW or and APB Plates or Inch wide, heat -welded side Optional) APP-TA -60.0inchplywoodbeloworaboveinsulationinch, any DynaFast 250 HW High Load Plates laps. APP-TA combination Optional) One or more One or more High Load LH 6-Inch o.c. within the min 4- W 10 Min. 15/32- layers PermaPly 28, laoselaid layers, min. 1- DynaFast 180 HW or through 1-inch wide Loose -laid inch wide, heat -welded side Optional) APP-TA 82.5 inch plywood below or above insulation inch any DynaFast 250 HW JM Polymer aps. APP TA combination Membrane Batten Exterior Research and Design, LLC. d/b/a Trinity)ERD Evaluation Report J9340.07.08-R4 for FL1046-R7 Certificate of Authorization #9503 Revision 4: 04/28/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 4 of 21 TABLE 1E-1: WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover No. See Note 1) Slip Sheet Base Fasteners Attach Ply MDP (psf) Cap W-11 Min. 19/32- Optional) One or more layers Two pyres of PermaPly 32 ga., 1-5/8-inch diameter tin caps 9-inch o.c. in 4-inch lap and 12-inch o.c. in (Optional) inch plywood PermaPly 28, loose laid below 28 or Ventsulation with 11 ga. annular ring shank nails two, equally spaced, staggered center rows APP-TA APP-TA 52.5 TABLE IE-2: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover Slip Sheet Base Fasteners Attach Ply Cap MDP (psf) No See Note 1) W-I2 Min. 19/32- Optional) One or more layers JM APP Base, PermaPly 28, 12-inch o.c. in 4-inch lap and 18-inch o.c. inSeeNote2 Optional) APP-TA 45.0* inch plywood PermaPly 28, loose laid below Glasbase Plus or Ventsulation two, equally spaced, staggered center rows APP-TA W I3 Min. 15/32- Optional) One or more layers DynaFast 180 HW or High Load Fasteners and APB 18-inch o.c. within the min. min. 4-inch wide, Optional) inch PermaPly 28, loose laid DynaFast 250 HW Plates or High Load Plates heat -welded side laps. APP-TA APP-TA 45.0` Min. 19/32- Optional) One or more layers Two plies of PermaPly 28 or 9-inch o.c. in 4-inch lap and 12-inch o.c, in Optional) W14nch plywood PermaPly 28, loose laid below Ventsulation See Note 2 two, equally spaced, staggered center rows APP-TA APP-TA 52.5 Exterior Research and Design, LLC. d/b/a Trinity ( ERD Evaluation Report J9340.07.08-R4 for FL1046-R7 Certificate of Authorization #9503 Revision 4: 04/28/201S Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 5 of 21 TRINI`IY ERD TABLE 2A: STEEL OR CONCRETE DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base insulation Layer 71 Top Insulation Layer Roof Cover No. See Note 1) Type Fasten Attach Type Attach Base Ply MDP (psf) Cap HOT OR TORCH APPLIED BASE: Min. 22 ga., type B, Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 S-1 Grade 33 steel or min. PSI AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, See Note 1 per 2 Min. 0.25-inch SECUROCK BP -AA or HA Optional} APP-TA 45.0` ValuTherm AGF, ValuTherm 25 PSI AGF, ValuTherm CGF, 2 ft2 Gypsum -Fiber Roof Board APP-TA APP-TA 2,500 psi struct conc. ValuTherm 25 PSI CGF Min. 22 ga., type B, Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 S 2 Grade steel or min. P51 AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, See Note 1 per 4 Min. 0.25-inch SECUROCK BP -AA or HA Optional) APP-TA 45.0" ValuTherm AGF, ValuTherm 25 PSI AGF, ValuTherm CGF, 2 ft` Gypsum -Fiber Roof Board APP-TA APP-TA 2,500 psisi struct cone. ValuTherm 25 PSI CGF Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 Min. 0.5-inch Retro-Fit Min. 22 ga., type B, PSI AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, Board or DuraBoard, min. S-3 Grade 33 steel or min. ValuTherm AGF, ValuTherm 25 PSI AGF, ValuTherm CGF, See Note 1 per 2 Z 0.75-inch Fesco Board or HA BP -AA Optional) APP-TA 45.0' 2,500 psi struct cone. ValuTherm 25 PSI CGF,1M ISO 3 Fesco Foam or 2 ft min. 1.5-inch Fesco Foam or APP-TA DuraFoam DuraFoam Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 2S Min. 0.5-inch Retro-Fit Min. 22 ga., type B, PSI AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, Board or DuraBoard, min. S-4 Grade 33 steel or min. ValuTherm AGF, ValuTherm 25 PSI AGF, ValuTherm CGF, See Nate 1 per 0.75-inch Fesco Board or HA BP -AR Optional} APP-TA 52.5 2,500 psi struct cone. ValuTherm 25 PSI CGF,1M ISO 3, Fesco Foam or 2 1.33 It' min. 1.5-inch Fesco Foam or APP TA DuraFoam DuraFoam Min. 22 ga., type B, Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 S-5 Grade 33 steel or min. PSI AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, See Note 1 per 1.6 Min. 0.25-inch SECUROCK BP -AA orHABP-AA Optional) APP-TA 60.0 ValuThermAGF, ValuTherm 25 PSI AGF, ValuTherm CGF, 2 ft, Gypsum -Fiber Roof Board APP-TA 2,500 psi struct cone. ValuTherm 25 PSI CGF Min. 22 ga., type B, Min, 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 Min. 0.5-inch Retro-Fit S- 6 Grade 33 steel or min, PSI AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, See Note 1 per Board or DuraBoard or rain. 3 plies BP- HAOptional) APP-TA 75.0 ValuThermAGF, ValuTherm 25 PSI AGF, ValuTherm CGF, 2 1.45 ft' AA APP-TA 2,500 psi struct cone. ValuTherm 25 PSI CGF, 1M ISO 3 1.5 inch DuraFoam Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 Min. 22 ga., type B, S- 7 Grade 33 steel or min. PSI AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, See Note 1 per 2 Min. 0.5-inch DuraBoard MBR-BA APP-TA Optional) APP-TA 45.0` ValuTherm AGF, ValuTherm 25 PSI AGF, ValuTherm CGF, 2 ftz APP-TA 2, 500 psi struct cone. ValuTherm 25 PSI CGF or 1M ISO 3 Min. 22 ga., type B, Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 UTA- S- 8 Grade steel or min. PSI AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, See Note 1 per 2 Min. 0.25-inch SECUROCK BP -AA or TWOOptional) APP TA 45.0* 1 ValuThermAGF, ValuTherm 25 PSI AGF, ValuTherm CGF, 2 W Gypsum -Fiber Roof Board APP-TA APP-TA 2,500 p€ struct cone. sValuTherm 25 PSI CGF PART Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report 19340.07.08-R4 for FL1046-R7 Certificate of Authorization #9503 Revision 4: 04/28/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 6 of 21 TRINITY ERD TABLE 2A: STEEL OR CONCRETE DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover No. See Note 1) Type Fasten Attach Type Attach Base Ply Cap MDP (psf) Min. 22 ga., type B, Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 UTA- S-9 Grade 33 steel or min. PSI AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, See Note 1 per 4 Min. 0.25-inch SECUROCK TWO BP -AA or Optional) APP-TA 45.O* 2,500 psi struct cone. ValuTherm AGF, ValuTherm 25 PSI AGF, ValuTherm CGF, 2 ft' Gypsum -Fiber Roof Board PART APP-TA APP-TA ValuTherm 25 PSI CGF Min. 22 ga., type B, Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 UTA- 5-10 Grade 33 steel or min. PSI AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, See Note 1 per 1.6 Min. 0.25 inch SECUROCK TWO- BP -AA or Optional) APP-TA 60.0ValuThermAGF, ValuTherm 25 PSI AGF, ValuTherm CGF, 2 ft, Gypsum -Fiber Roof Board APP-TA APP-TA2,500 psi struct cone. PARTValuTherm25PSICGF Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25Min. 22 ga., type B, 5-11 Grade 33 steel or min. PSI AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, See Note 1 per 2 Min. 0.25-inch SECUROCK RSUA APP-TA Optional) APP-TA 45.0* ValuTherm AGF, ValuTherm 25 PSI AGF, ValuTherm CGF, 2 ftZ Gypsum -Fiber Roof Board APP TA2,500 psi struct cone. ValuTherm 25 PSI CGF Min. 22 ga., type B, Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 5-12 Grade 33 steel or min. PSI AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, See Note 1 per 2 Min. 0.25-inch SECUROCK CR-20 BP -AA or Optional) APP TA 45.0* ValuTherm AGF, ValuTherm 25 PSI AGF, ValuTherm CGF, 2 ft- Gypsum -Fiber Roof Board APP-TA APP-TA2,SOO psi struct cone. ValuTherm 25 PSI CGF Min. 22 ga., type B, Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 5-13 Grade 33 steel or min. PSI AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, See Note 1 per 4 Min. 0.25-inch SECUROCK CR-20 BP -AA or Optional) APP-TA 45.O* ValuTherm AGF, ValuTherm 25 PSI AGF, ValuTherm CGF, 2 ft Gypsum-Fiber Roof Board APP TA APP TA2,500 psi struct cone. ValuTherm 25 PSI CGF Min. 22 ga., type B, Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 5-14 Grade 33 steel or min. PSI AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, See Note 1 per 1.6 Min. 0.26-inch SECUROCK CR-20 BP -AA or Optional) APP-TA 60.0ValuThermAGF, ValuTherm 25 PSI AGF, ValuTherm CGF, 2 ft2 Gypsum -Fiber Roof Board APP TA APP-TA2,500 psi struct Banc. ValuTherm 25 PSI CGF COLD APPLIED BASEi Min. 22 ga., type B, Min. 1.5-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel 5-15 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Nate 1 per Min. O.5 inch RetroPlus HA APP-CA2 None APP-CA2 -37.5* 2 5.33 ft` Board 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF Min. 22 ga., type B, Min. 1.5-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel 5-16 Grade 33 steel or min. See Note25PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, 1 per 4 Min. 0.5 inch RetroPlus HA APP-CA2 None APP-CA2 -45.0* 2,SOO psi struct conc. 2 ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF ft` Board Min. 22 ga., type B, in. 2-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel 5-17 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Note 1 per Min. 0.5-inch RetroPlus HA APP-CA2 None APP-CA2 -45.0* Z 5.33 ft` Board2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report 19340.07.08-R4 for FL1046-R7 Certificate of Authorization #9503 Revision 4: 04/28/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 7 of 21 TRINITY ERD TABLE 2A: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover No. See Note 1) Type Fasten Attach Type Attach MOP (psf) Base Ply Cap Min. 22 ga., type B, Min. 1.5-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel 5-18 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Note Min. 0.5-inch RetroPlus HA APP-CA2 None APP-CA2 -60.0 2 per 178 ft Board2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF Min. 22 ga., type B, Min. 1.5-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel 5-19 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Note Min. 0.5-inch RetroPlus HA APP-CA2 None APP-CA2 -67.5 2 per 133 ft Board 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 2S PSI AGF or CGF Min. 22 ga., type B, Min. 1.5-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel See Note 1 per 1 Min. 0.5-inch RetroPlus5-20 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, HA APP-CA2 None APP-CA2 -90.0 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF 2 ft2 Board Min. 22 ga., type B, Min. 2-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Pane! See Note 1 per Min. 0.5-inch RetraPius5-21 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, 2 1.45 €t` Board HA APP-CA2 None APP-CA.2 -90.0 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF Min. 22 ga., type B, Min, 1.5-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel MBR-BA, See Nate Min. 0.5 inch RetroPlus5-22 Grade 33 steel or min. 25 PS€, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, full APP-CA2 None APP-CA2 -37.5* 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF 2 per 533 ft Board coverage Min. 22 ga., type B, Min. 1.S-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel MBR-BA, 5-23 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Note 1 per 4 Min. 0.5-inch RetroPlus full APP-CA2 None APP-CA2 -45.0* 2 ft2 Board 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF coverage Min. 22 ga., type B, Min, 2-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel MBR-BA, See Nate 1 per Min. 0.5-inch RetroPlus 5-24 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, full APP-CA2 None APP-CA2 -45.0* 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF 2 5.33 ft Board coverage Min. 22 ga., type B, Min, 1-5-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel MBR-BA, S-25 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Note perz Min. 0.5-inch RetroPlus full APP-CA2 None APP-CA2 -60.0 2 178 ft Board 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF coverage Min. 22 ga., type B, Min. 1.5-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel MBR-BA, See Note 1 per Min. 0.5-inch RetroPlus5-26 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, 2 1.33 ft Board full APP-CA2 None APP-CA2 -67.5 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 2S PSI AGF or CGF coverage Min. 22 ga., type B, Min. 1.5-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel MBR-BA, See Nate 1 per 1 Min. 0.5-inch RetroPlus5-27 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, full APP-CA2 None APP-CA2 -90.0 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF 2 ftz Board coverage Min. 22 ga., type B, Min, 2-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel MBR-BA, 5-28 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Note per Z Min. 0.5-Inch RetroPlus full APP-CA2 None APP-CA2 -90.02145ftBaard2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF coverage Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report 19340.07.08-R4 for FL1046-R7 Certificate of Authorization #9503 Revision 4: 04/28/2015 Prepared by: Robert Niem€nen, PE-59166 Appendix 1, Page 8 of 21 TRINITY': ERD TABLE 2A: STEEL OR CONCRETE DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) oR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover No. See Note 1) Type Fasten Attach Type Attach Base MDP (psf) Ply Cap Min. 22 ga., type B, Min. 1.5-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel UIA- S-29 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Note 1 per Min. 0.5-inch RetroPlus TWO- APP-CA2 None APP-CA2 -37.5* 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF 2 5,33 ft' Board PART Min. 22 ga., type B, Min. 1.5-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel UIA- Optional) S-30 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Note 1 per Min. -inch SECUROCK BP-CA1, TWO- BP-CA1, APP-CA1 -37.5* 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF 2 S.33 It' umGypsum -Fiber Roof Board APP-CAS. PART APP-CA1 Min. 22 ga., type 8, Min. 1.5-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel UIA- 5-31 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Note I per 4 2 Min. 0.5-inch RetroPlus TWO- APP-CA2 None APP-CA2 _45.0* 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF 2 ft Board PART I Min. 22 ga., type B, Min. 1.5-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel UIA Optional) S-32 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Note 1 per 4 2 Min. -inch SECUROCK BP -CAI, TWO- BP-CA1, APP-CA1 -45.0* 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF 2 ft umGypsum -Fiber Roof Board APP-CA1PART APP-CA1 Min. 22 ga., type B, Min.2-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel UIA- S-33 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Note 1 per Min. 0.5-inch RetroPlus TWO- APP-CA2 None APP-CA2 -45.0* 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF 2 5.33 ft' Board PART I Min. 22 ga., type B, Min. 2-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel UIA- Optional) S-34 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Note 1 per Min. 0.5-inch SECUROCK BP-CA1, TWO- BP -CAI, APP-CA1 _45.0* 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF 2 5.33 ft2 Gypsum -Fiber Roof Board APP-CA1 PART APP-CA1 Min. 22 ga,, type B, Min. 1.5-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel UIA- S-35 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Note I per Min. 0.5-inch RetroPlus TWO- APP-CA2 None APP-CA2 -60.0 2,500 psi struct conc, ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF 2 1,78 ft' Board PAR Min. 22 ga., type B, Min. 1.5-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel UIA- Optional) S-36 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Note 1 per Min. -inch SECUROCK BP-CA1, TWO- BP-CA1, APP-CA1 -60.0 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF 2 1.78 ft' umGypsum -Fiber Roof Board APP-CA1 PART APP-CA1 Min. 22 ga., type B, Min. 15-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel UtA- S-37 Grade 33 steel or min, 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Note 1 per Min. 0.5-inch RetroPlus TWO- APP-CA2 None APP-CA2 -67.5 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF 2 1.33 ft' Board PART Min, 22 ga., type B, Min. 1.5-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel UIA- Optional) S-38 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Note I per Min. -inch SECUROCK BP-CA1, TWO- BP-CA1, APP-CA1 -67,5 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF 2 1.33 ft' umGypsum -Fiber Roof Board APP-CAS PART APP-CAS Min. 22 ga., type B, Min. 1.5-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel UIA- S-39 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Note 1 per 1 Min. 05-inch RetroPlus TWO- APP-CA2 None APP-CA2 -90.0 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI A or CGF 2 ft Board PART Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report J9340.07.08-R4 for FL1046-R7 Certificate of Authorization #9503 Revision 4: 04/28/201S Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 9 of 21 TRINITY ERD TABLE 2A: STEEL OR CONCRETE DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover No. See Note 1) Type Fasten Attach Type Attach Base MDP (psf) Ply Cap Min. 22 ga., type B, Min. 1.5-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel UTA- Optional) S-40 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Nate 1 per 1 Min. -inch S BP-CA1, TWO- BP -CAI, APP-CA1 90.0 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF 2 ftZ dGypsum -Fiber R000fof Board APP CA1 PART APP-CA1 Min. 22 ga., type B, Min. 2-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel UTA- S-41 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Nate Min. 0.5-inch RetraPlus TWO- APP-CA2 None APP-CA2 -90.0 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF 2 1,4545 ftz Board PART Min. 22 ga., type B, Min. 2-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel U€A- Optional) S-42 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Nate Min. -inch BP-CA1, TWO- BP-CA1, APP-CAl -90.0 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF 2 per 1.45 ftz um Roof BoardGypsum -Fiber Roof Baard APP-CA1 PART APP-CA1 Min. 22 ga., type B, Min. 1.5-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel Optional) 5-43 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Note 1 per Min. 0.5-inch SECUROCK RSUA BP-CA1, BP -CAI, APP-CA1 -37.5` 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF 2 5.33 ft` Gypsum -Fiber Roof Board APP-CAl APP-CA1 Min. 22 ga., type B, Min. 1.5-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel Optional) S-44 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Note 1 per 4 Min. -inch BP-CA1, RSUA BP-CA1, APP-CA.2 -45.0` 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF 2 ftz um Roof BoardGypsum -Fiber Roof Board APP-CAI APP-CA1 Min. 22 ga., type B, Min, 2-'inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel Optional) S-45 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Nate 1 per Min. -inch BP -CAI, RSUA BP-CA1, APP-CAl -45.0 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF 2 5.33 ftz um Roof BoardGypsum -Fiber Roof Board APP-CA1 APP-CA1 Min. 22 ga., type B, Min. 1.5-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel Optional) S-46 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Note Min. -inch RSUA BP CA1, BP-CA1, APP-CAI -60.0 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF 2 per 1.7$ ft` um Roof BoardGypsum -Fiber Roof Board APP-CA1 APP-CA1 Min. 22 ga., type B, Min. 1.5-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel Optional) 5-47 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Note Min. -inch RSUA BP-CA1 BP-CA1, APP-CA1 -67.S 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF 2 per 1.33 ft` um Roof BoardGypsum -Fiber Roof Baard APP-CA APP-CAi Min. 22 ga., type B, Min. 1.5-inch ENRGY 3, R-Panef, ENRGY 3 25 PSI, R-Panel Optional) S-48 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Note I per 1 Min. 0.5-inch SECUROCK BP-CA1, RSUA BP-CA1, APP CAi -90.0 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF 2 ft` Gypsum -Fiber Roof Board APP CA1 APP CA; I Min. 22 ga., type B, Min. 2-inch ENRGY 3, R-Panel, ENRGY 3 25 PSI, R-Panel Optional) 5-49 Grade 33 steel or min. 25 PSI, ENRGY 3 AGF or CGF, ENRGY 3 25 PSI AGF or CGF, See Note Min. -inch BP-CA1, RSUA BP-CA1, APP-CA1 -90.0 2,500 psi struct conc. ValuTherm AGF or CGF, ValuTherm 25 PSI AGF or CGF 2 per 1.45 ftz um Roof BoardGypsum -Fiber Roof Board APP-CAl APP-CA! Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report J9340.07.08-R4 for FL1046-R7 Certificate of Authorization #9503 Revision 4: 04/28/2015 Prepared by: Robert Nfeminen, PE-59166 Appendix 1, Page 10 of 21 TRINITY ERD TABLE 2B: STEEL OR CONCRETE DECKS -NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover No. See Note 1) Base Insulation layer MDP (psf) Type Fasteners Attach Base Ply Cap HOT OR TORciiAPPLIED BASE: S- 50 Min. 22 ga., type B, Grade 33 steel or One or more layers, any Min. 0.5-inch Retro-Fit Board, DuraBoard Min. 0.75-inch See Note 2 1 (Optional) APP- 2ftBPAPP-TA min. 2,500 psi struct cone. combination, loose laid or per -AA TA 45.0* Fesco Board 3 5- 52 Min. 22 ga., type B, Grade 33 steel or One or more layers, any Min. 0.25-inch SECUROCK See Note 2 1 per 4 ft` BP -AA or APP-TA (Optional) APP- APP- TA 45.0* min. 2,500 psi struct conc. combination, loose laid Gypsum -Fiber Roof Board TA S- 52 Min. 22 a., type B, Grade 33 steel or gYPOne or more layers, an VY Min. 0.5-inch SECUROCK 1 per 1.78 (Optional) A.PP- pmin. 2,500 psi struct conc. combination, loose laid Gypsum -Fiber Roof Board See Note 2 BP -AA or APP-TA f€ TA APP-TA -60.0 J S- 53 Min. 22 ga., type B, Grade 33 steel or One or more layers, any Min. 0.75-inch DuraBoard See Note 2 1 per 1.33 (Optional} APP- APP-TA APP-TA -67.5 min2,500 psi struct conc. combination, loose laid ft` TA S- 54 Min. 22 ga., type B, Grade 80 steel or One or more layers, any Min. 0.75-inch DuraBoard See Note 2 1 per 1.33 (Optional) APP- APP-TA APP-TA -75.0 min. 2,500 psi struct conc. combination, loose laid ft` TA COLD APPLIED BASE: S- 55 Min. 22 a., type B, Grade 33 steel or One or more layers, an gYPYY1 per 2.67 pOptional] BP- min. 2,500 psi struct conc, combination, loose laid 0. 25-inch Invinsa Roof Board See Note 2 z BP-CA1, APP-CAI ftCAI, APP-CAI APP-CAI 30.0* S- 56 Min. 22 ga., type B, Grade 33 steel or One or more layers, any Min, 0.5-inch DuraBoard See Note 2 1 per 2 ftz BP -CAI, APP-CA1 None APP-CAI 37.5* min2,500 psi struct conc. combination, loose Said S- 57 Min. 22 ga., type B, Grade 33 steel or One or more layers, any 0.25-inch Invinsa Roof Board See Note 2; round 1 per 2 ft` BP -CAI, APP-CAI Optional] BP- APP-CAi 37.5* min. 2,500 psi struct conc. combination, loose laid plates only CAI, APP-CA1 S 58 Min. 22 ga., type B, Grade 33 steel or One or more layers, any Min. 0.25-inch SECUROCK I per 2.67 j Optional} BP- min. 2,500 psi struct conc. combination, loose laid Gypsum -Fiber Roof Board See Note 2 ft` BP-CA1, APP-CAI CAI, APP-CAI APP-CAI 37.5* S- 59 Min. 22 ga., type B, Grade 33 steel or One or more layers, any 0.25-inch Invinsa Roof Board See Note 2; 1 per 2 ft' BP -CAI, APP-CA1 Optional) BP- APP- CAI 45.0* min. 2,500 psi struct conc. combination, loose laid square plates only CAI, APP-CAI 5- 60 Min. 22 ga., type B, Grade 33 steel or One or more layers, any Min. 0.375-inch SECUROCK See Note 2; round 1 4 ft BP-CAIAPP-CAi Optional) BP- APP CAl 45.0* min. 2,500 psi struct conc. combination, loose laid Gypsum -Fiber Roof Board plates only per , CAI, APP-CAi i S-61 Min. 22 a., type B, Grade 33 steel or One or more layers, an g YpYYMin. 0.5-inch SECUROCK 1 per 1.45 p Optional} min. 2, 500 psi struct conc. combination, loose laid Gypsum -Fiber Roof Board See Note 2 a BP -CAI, APP-CA1 ft CAI, APP-CA1 Al APP-CAS 82.5 SELF-ADHERiNG BASE: Min. 22 ga., type B, Grade 33 steel or S 62Oneor more layers, any Min. 1.5-inch ENRGY 3 See Nate 2 z 1M BaseGrip 1 per2ftOptional) APP- APP-TA 45.0* min. 2,500 psi struct conc. combination, loose laid SD/SA TA Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report 19340.07.08-R4 for FL2046-R7 Certificate of Authorization #9503 Revision 4: 04/28/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 11 of 21 TRINITY ERa TABLE 2C: STEEL OR CONCRETE DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Insulation Layer(s) Base or Anchor Sheet Roof Cover No. See Note 1) Type Attach Base Fasteners Attach Ply Cap MDP (pst) Min. 22 ga., type B, One or more layers, any Prelim. JM APP Base, PermaPly 12-inch o.c. at the 4-inch lap and Optional} S-63 Grade 33 steel or min. combination Attached 28 Glasbase Plus or See Note 2 18-inch o.c. in two, staggered APP-TA APP-TA 45.0" 2,500 psi struct cone. Ventsuiation center rows S64 Min. 22 ga., type B, One or more layers, min. Loose -laid DynaFast 180 HW or High Load Fasteners and APB 18-inch o.c. within the min. 4-inch Optional) APP-TA 45.0Grade33steel1-inch, any combination DynaFast 250 HW Plates or High Load Plates wide, heat -welded side laps. APP-TA Min. 22 ga., type B, One more Layers, any Prelim. Two Plies of PermaPly 28 9-inch o.c. at the 4-inch lap and 12- Optional} S-65 Grade 33 steel or min. combination Attached or Ventsulation See Note 2 inch o.c. in two, staggered center APP-TA APP-TA 52.5 2,500 psi struct cane. rows S 66 Min. 22 ga., type B, One or more layers, min. Loose -laid DynaFast 180 HW or High Load Fasteners and High 12-inch o-c. within the min. 4-inch Optional) APP-TA 67.5Grade33steel1-inch, any combination DynaFast 250 HW Load Plates wide, heat -welded side laps. APP-TA High Load LH through 1-inch 6-inch o.c. within min. 4-inch wide, 5-67 Min. 22 ga., type B, One or more layers, min. Prelim. DynaFast 180 HW or wide JM polymer Membrane heat -welded laps spaced 71.75- Optional) APP-TA 90.0Grade80steel1-inch, any combination Attached DynaFast 250 HW inch o.c.; intermediate 3-inch laps APP-TA Batten heat -welded Min. 22 ga., type B, One or more layers, min. Prelim. 9-inch o.c. at the 4-inch lap and 12- Optional} S-68 Grade 33 steel or min. 1-inch, any combination Attached GlasBase Plus See Note 2 inch o.c. in two, staggered center APP-TA APP-TA 97.5 2,500 psi struct cone. rows Min. 22 ga., type B, One or more layers, min. DynaFast 180 HW or High Load Fasteners and APB 6-inch o.c. within the min. 4-inch Optional) 5-69 Grade 33 steel 1-inch, any combination Loose -laid DynaFast 250 HW Plates or High Load Plates wide, heat -welded side laps. APP-TA APP-TA 205.0 S 70 Min. 22 ga., type EF, One or more layers, min. Prelim. High Load Fasteners and High 6-inch o.c. within the min. 4-inch Optional) Grade 80 steel 1-inch, any combination Attached DynaFast 180 HW Load Plates wide, heat welded laps APP-TA APP-TA 142.5 S 71 Min. 22 ga., type EF, One or more layers, min. Loose laid DynaFast 250 HW High Load Fasteners and High 6-inch o.c. within the min. 4-inch Optional) APP TA 165.0Grade80steel1.5-inch, any combination Load Plates wide, heat welded laps APP-TA Exterior Research and Design, LLC. d/b/a Trinity ] ERD Evaluation Report 19340.07.08-R4 for FL1046-R7 Certificate of Authorization #9503 Revision 4: 04/28/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 12 of 21 TRINITY'' ERD TABLE 3A: CONCRETE DECKS -NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Primer Base Insulation Layer Top Insulation Layer Roof Cover No. Note 1} Type Attach Type Attach Base Ply Cap MdP (psf) HOT OR TORCH APPLIED BASE: Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, ASTM ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, Optional) C-1. Concrete D41 ValuTherm 25 PSI AGF, ValuTherm CGF, ValuTherm 2S PSI CGF or JM HA Min 0.S-inch DuraBoard HA APP-TA APP-TA -67.5 APP-TA ISO 3 Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, ASTM ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, Min, 0.75-inch FescoBoard or Optional) C 2. Concrete D41 ValuTherm 25 PSI AGF, ValuTherm CGF, ValuTherm 2S PSI CGF or JM HA min. 0.5-inch DuraBoard HA BP -AA BP -AA or APP-TA 120.0 ISO3 APP-TA Min. 1.4-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, Min 1.5-inch Fesco Foam or C- 3. Concrete ASTM ValuTherm 25 PSI AGF, ValuTherm CGF, ValuTherm 25 PSI CGF, JM HA DuraFoam Min. 0.75-inch HA BP -AA (Optional} APP-TA -150.0 D41ISO3orMin1.5-inch Fesco Foam or DuraFoam or Min. 0.75-inch Fesco Boardd or Min 0raBo h APP-TA Fesco Board or Min 0.5-inch Retra-Fit Board or DuraBoard Retro-Fit Board or DuraBoard Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, Optional) C- 4. Concrete ASTM ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, HA Min. 0.25-inch SECUROCK HA BP -AA BP -AA or APP-TA -225.0 D41ValuTherm25PSIAGF, ValuTherm CGF, ValuTherm 25 PSI CGF Gypsum -Fiber Roof Board APP- TA Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, C- 5. Concrete ASTM ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, HA Min. 0.25-inch SECUROCK HA APP-TA (Optional} APP- TA -232.5 D41ValuTherm25PSIAGF, ValuTherm CGF, ValuTherm 25 PSI CGF Gypsum -Fiber Roof Board APP-TA ASTM Min. 1.5-inch ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm CGF, Optional) C6. Concrete D41 ValuTherm 25 PSI CGF HA Min. 0.5-inch DuraBoard HA BP -AA APP TA APP-TA 277.5 ASTM j Min. 1.5-inch ENRGY 3, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, JM ISO 3, Optional) C-7. Concrete D41 ValuTherm AGF, ValuTherm 25 PSI AGF HA Min. 0.5-inch DuraBoard HA APP-TA 305.0 BP -AA APP- TA Min. 1.5-Inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, Min. 0.75-inch FescoBoard or Optional) C $. Concrete None ValuTherm 25 PSI AGF, ValuTherm CGF, ValuTherm 2S PSI CGF or JM MBR BA min. 0.5-inch DuraBoard MBR-BA BP -AA BP -AA or APP-TA 120.0 ISO 3 APP-TA Min. 1,5-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, UiA UTA- Optional) C-9. Concrete None ValuTherm 25 PSI AGF, ValuTherm CGF, ValuTherm 25 PSI CGF or JM TWO- Min 0.5-inch DuraBoard TWO- APP-TA APP-TA -67.5 APP- TA ISO 3 PART PART Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, UTA- UTA- Optional) C- i0. Concrete None ValuTherm 2S PSI AGF, ValuTherm CGF, ValuTherm 2S PSI CGF or JM TWO- Min. 0.5-inch DuraBoard TWO- BP -AA BP -AA or APP-TA 105.0 ISO 3 PART PART APP-TA Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report J9340.07.0$-R4 for FL1046-R7 Certificate of Authorization #9503 Revision 4: 04/28/2015 Prepared by: Robert Niernmen, PE-59166 Appendix 1, Page 13 of 21 JTRINITY ERD TABLE 3A: CONCRETE DECKS — NEW CONSTRUCTION oR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Primer Base Insulation Layer Top Insulation Layer Roof Cover No. Note 1) Type Attach Type Attach Base Ply Cap MDP (psf) Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, UIA- UIA- Optional) C-11, Concrete None ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, TWO- Min. inch SECUROCK TWO- BP -AA BP -AA or APP-TA 225.0 ValuTherm 25 PSI AGF, ValuTherm CGF, ValuTherm 25 PSI CGF PART Gypsum -Fiber Roof Board PART APP-TA Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, UIA- UIA- C- 12. Concrete None ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, TWO- Min, 0.25-inch SECUROCK TWO- APP-TA Optional) APP-TA 232.5 ValuTherm 25 PSI AGF, ValuTherm CGF, ValuTherm 25 PSI CGF PART Gypsum -Fiber Roof Board PART APP-TA Optional) Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 2S PSI AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm Min. 0.25-inch SECUROCK Optional) C-13. Concrete None AGF, ValuTherm 25 PSI AGF, ValuTherm CGF, ValuTherm 25 PSI CGF RSUA Gypsum -Fiber Roof Board RSUA APP-TA APP-TA APP-TA 105.0 or JM ISO 3 Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, Min. 0.25-inch SECUROCK Optional) C- 14. Concrete None ValuTherm 25 PSI AGF, ValuTherm CGF, ValuTherm 25 PSI CGF or JIM RSUA Gypsum -Fiber Roof Board RSUA BP -AA BP -AA or APP-TA 225.0APP-TAISO Min, 15-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, Min. 0.25-inch SECUROCK Optional) C-15. Concrete None Tjuherm 25 PSI AGF, ValuTherm CGF, ValuTherm 25 PSI CGF or JM RSUA Gypsum -Fiber Roof Board RSUA APP JA APP JA APP-TA 232.5 I ISO Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, Optional) C-16- Concrete None ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, CR-20 Min. 0.25-inch SECUROCK CR-20 BP -AA BP -AA or APP-TA 225.0 ValuTherm 25 PSI AGF, ValuTherm CGF, ValuTherm 25 PSI CGF Gypsum -Fiber Roof Board APP-TA Min, 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, C-17. Concrete None ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, rCR-20 Min. 0,25-inch SECUROCK CR-20 APP-TA Option al) APP-TA 232.5 ValuTherm 25 PSI AGF, ValuTherm CGF, ValuTherm 25 PSI CGF Gypsum -Fiber Roof Board APP-TA CowAPPLIED BASE: Optional) Min. 1,5-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm Min. 0.5-inch DuraBoard or min. Optional} BP -CAI, C-I& Concrete None CR-20AGF, ValuTherm 25 PSI AGF, ValuTherm CGF, ValuTherm 25 PSI CGF 1.5-inch DuraFoarn CR-20 BP-CA1, APP-CA1 APP-CA1 -82.5 or JM ISO 3 APP-CA1 TABLE 3B: CONCRETE DECKS — NEW CONSTRUCTION oR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System No. Deck PrimerSeeNote1) Roof Cover MDP Psf) Base Ply Cap C-19. Concrete ASTM D41 BP -AA Optional) APP-TA APP-TA 305.0 C-20, Concrete ASTM D41 APP-TA Optional) APP-TA APP-TA 315.0 Exterior Research and Design, LLC. d/b/a Trinity[ERD Evaluation Report J9340.07.08-R4 for FL1046-R7 Certificate of Authorization #9503 Revision 4: 04/28/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 14 of 21 TRINITY ERD TABLE4A-1: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION oR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER Deck System No See Notes Y & lfj Base insulation Layer Top Insulation Layer Roof Cover MDP Deck LWC Type Attach Type psf) Attach Base Ply Cap Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 Min. 200 psi, minp PSI AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, UTA UTA-TWO-(Optional) LWC-1 Concrete 2-inch Elastizell ValuTherm AGF, ValuTherm 25 PSI AGF, ValuTherm CGF, TWO- Min 0.5-inch Dura6oard APP-TA APP-TA -67.5 PART APP-TA ValuTherm 25 PSI CGF or 1M ISO 3 PART Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 Min. 200 psi, min PSI AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, UTA UTA-TWO- (Optional} LWC-2 Concrete 2-inch Elastizell ValuTherm AGF, ValuTherm 25 PSI AGF, ValuTherm CGF, TWO Min. 0.5 inch DuraBoard PART BP -AA BP -AA or APP-TA 105.0 ValuTherm 25 PSI CGF or 1M ISO 3 PART APP-TA Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI Min. 200 psi, min AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, UTA Min, 0.25-inch SECUROCK UTA-TWO- BP -AA or (Optional) LWC-3 Concrete 2-inch Elastizell ValuTherm AGF, ValuTherm 25 PSI AGF, ValuTherm CGF, TWO Gypsum -Fiber Roof Board PART APP-TA BP -AA or APP-TA 225.0 ValuTherm 25 PSI CGF PART APP-TA Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI Min. 200 psi, min AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, Min. 0.25-inch SECUROCK Optional) BP -AA orLWC-4 Concrete 2-inch Elastizell ValuTherm AGF, ValuTherm 25 PSI AGF, ValuTherm CGF, CR 20 Gypsum -Fiber Roof Board CR-20 BP -AA or APP-TA -180.0 APP-TA ValuTherm 25 PSI CGF APP-TA Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI Min. 200 psi, min AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, Min. 0.25-inch SECUROCK BP -AA or (Optional} LWC-5 Concrete 2-inch Celcore ValuTherm AGF, ValuTherm 25 PSI AGF, ValuTherm CGF, CR 20 Gypsum -Fiber Roof Board CR 20 BP -AA or APP-TA APP-TA 222.5 ValuTherm 25 PSI CGF APP-TA Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI Min. 200 psi, min AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, Min. 0.25-inch SECUROCK Optional} LWC-6 Concrete 2-inch Mearlcrete ValuTherm AGF, ValuTherm 25 PSI AGF, ValuTherm CGF, CR-20 Gypsum -Fiber Roof Board CR-20 BP -AA BP -AA or APP-TA -225.0 ValuTherm 25 PSI CGF APP TA Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI Min. 200 psi, min AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, Min. 0.25-inch SECUROCK Optional) LWC-7 Concrete 2-inch Mearlcrete ValuTherm AGF, ValuTherm 25 PSI AGF, ValuTherm CGF, CR-20 Gypsum -Fiber Roof Board CR-20 APP-TA APP-TA -232.5 APP-TA ValuTherm 25 PSI CGF Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report 19340.07.08-R4 for FL1046-R7 Certificate ofAuthorization #9503 Revision 4: 04/28/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 15 of 21 X,r 4 f, TRINITY ERa TABLE 4A-2: LIGHTWEIGHT CONCRETE DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck AnchorSheet Insulation Roof Cover MDP No. See Notes 1 & 11) Type Fasteners Attach Base Top Attach Base Ply Cap (psf) Min. 300 psi, min. 2-inch thick cellular LWIC over min. 22 ga. Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 steel or concrete deck. Note: JM PermaPly 7-inch o.c. at the AGF, ENRGY 3 25 PSI AGF, ENRGY 3 CGF, To qualify the LWIC under this 28, JM LWC 3-inch lap and 7- ENRGY 3 25 PSI CGF, ValuTherm, Optional) Any LWC-8 assembly, a JM LWC Base Sheet DynaBase, Base Sheet in two, ValuTherm AGF, ValuTherm 25 PSI AGF, base insulation HA BP -AA ( Optional) APP-TA -52.5 Fastener shall achieve an GlasPly Fasteners llyo.c equinchallyequally spaced, ValuTherm CGF, ValuTherm 25 PSI CGF, except polyiso APP-TAAPP-T average withdrawal of 62 !bfalof6l Premier or staggered center JM I50 3, Fesco Foam or DuraFoam, min. when tested per Ventsulation rows 0.75-'inch Fesco Board or min. 0.5-inch ANS1/SPRI FX-1 Retro-Fit Board or DuraBoard Min. 300 psi, min. 2-inch thick cellular LWIC over min. 22 ga. steel or concrete deck. Note: PermaPly 7-inch o.c. the To qualify the LWIC under this 28 , JM LWC 3-inch lap and 7- LWC-9 assembly, a JM LWC Base Sheet DynaBase, Base Sheet inch in two, Min. 1.5-inch DuraFoam None HA APP-TA (Optional) APP-TA -52.5 Fastener shall achieve on GlasPly Fasteners equallyly spaced, APP-TA average withdrawal of62 Ibf Premier or staggered center I when tested per TAS 105 or Ventsulation rows ANS!/SPRI FX-1 Min. 300 psi, min. 2-inch thick cellular LWIC over min. 22 ga. steel or concrete deck. Note: JM PermaPly 7-inch o.c. at the Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 To qualify the LWICunder this 2$ JM LWC 3-inch lap and 7- AGF, ENRGY 3 25 PSI AGF, ENRGY 3 CGF, LWC-10 assembly, a 1M LWC Base Sheet DynaBase, Base Sheet inch o.c. in two, ENRGY 3 25 PSI CGF, ValuTherm, Min. 0.5-inch HA Optional) APP-TA APP-TA -52.5 Fastener shall achieve an GlasPly Fasteners equally spaced, ValuTherm AGF, ValuTherm 25 PSI AGF, DuraBoard APP-TA average withdrawal of 62 fbf Premier or staggered center VaEuTherm CGF, ValuTherm 25 PSI CGF, when tested per TAS 105 or Ventsulation rows JM ISO 3 ANS1/SPRI FX-1 Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 JM PermaPly See Note 2 7-inch o.c. at the AGF, ENRGY 3 2S PSI AGF, ENRGY 3 CGF, Min. 300 psi, min. 2-inch thickp 28, Fasteners to 4-inch lap and 7- ENRGY 3 25 PSI CGF, ValuTherm, Optional) Any LWC-11 cellular LWIC over min. 22 ga. DynaBase, en a e inch o.c. in two, ValuTherm AGF, ValuTherm 25 PSI AGF, base insulation HA Optiona3} BP -AA APP-TA -75.0 steel or concrete deck. GlasPly structural equally spaced, ValuTherm CGF, ValuTherm 25 PSI CGF, except polyiso APP TA Premier or deck below staggered center JM ISO 3, Fesco Foam or DuraFoam, min. Ventsulation LWIC. rows. 0.75-inch Fesco Board or min. 0.5-inch Retro-Fit Board or DuraBoard Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report 19340.07.08-R4 for FL1046-R7 Certificate of Authorization #9503 Revision 4: 04/28/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 16 of 21 JTRINITY ERD TABLE 4A-2: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Insulation Roof Cover MDP Type Fasteners Attach Base Top AttachNo. See Notes 1 & 11) I Base Ply Cap (Psf) JM PermaPly See Note 2 7-inch o.c. at the Min. 300 psi, min. 2-inch thick 28, Fasteners to 4-in4-inch lap and 7- LWC-12 cellular LWIC over min. 22 ga. DynaBase, engage inch o.c. in two, Min. 1.5-inch DuraFoam None HA APP-TA (Optional) APP-TA 75.0 steel or concrete deck. GlasPly structural equally spaced, APP-TA Premier or deck below staggered center Ventsulation LWIC. rows. JM PermaPly See Note 2 7-inch o.c. at the Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 Min. 300 psi, min. 2-inch thick 28, Fasteners to 4-inch lap and 7- AGF, ENRGY 3 25 PSI AGF, ENRGY 3 CGF, LWC-13 cellular LWIC over min. 22 ga. DynaBase, engage inch o.c. in two, ENRGY 3 25 PSI CGF, ValuTherm, Min. 0.5-inch HA APP-TA (Optional) APP-TA 75.0GlasPlystructuralequallyspaced, ValuTherm AGF, ValuTherm 25 PSI AGF, DuraBoard APP-TAsteelorconcretedeck. Premier or deck below staggered center ValuTherm CGF, ValuTherm 25 PSI CGF, Ventsulation LWIC. rows. JM ISO 3 Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 7-inch o.c. at the AGF, ENRGY 3 25 PSI AGF, ENRGY 3 CGF, 3-inch lap and 7- ENRGY 3 25 PSI CGF, ValuTherm, Min. 300 psi, min. 2.25-inch JIM LWC Optional) AnyGlasPlyincho.c. in two, ValuTherm AGF, ValuTherm 2S PSI AGF, Optional) LWC-14 thick Concrecel LWIC over min. 22 ga. steel or concrete deck. Premier Base Sheet Fasteners equally spaced, base insulationValuThermCGF, ValuTherm 25 PSI CGF, except polyiso HA BP -AA APP-TA -82.5APP-TA staggered center JM ISO 3, Fesco Foam or DuraFoarn, min. rows 0.75-inch Fesco Board or min. 0.5-inch Retro-Fit Board or DuraBoard Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report J9340.07.08-R4 for FL1046-R7 Certificate of Authorization #9503 Revision 4: 04/28/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 17 of 21 x TRINITY ERD TABLE 4B: LIGHTWEIGHT CONCRETE DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER stem Deck (See Notes 1 & 11) Base Sheet Roof Cover No. Structural Deck LWC Type Fasteners Attach Ply Cap MDP (psf) F,L,WC-1. Min. 300 psi, min. 2-inch thick cellular LWIC Min. 22 ga, type Note: To qualify the LWIC under this assembly, 7-inch o.c. at the 4-inch lap and 7- B, Grade 33 steel a lM LWCBase SheetFastener shall achieve an PermaP€y or 1M LWC Base Sheet Fasteners Optional} inch o.c. in two, equally spaced, APP-TA 52.5 or struct cane. average withdrawal of 60 tbf when tested per onVentsulation APP-TAstaggeredcenterrows TAS 105 or ANSI/SPRI FX-1 Min. 300 psi, min. 2-inch thick cellular LWIC Min. 22 ga, type Note: To qualify the LWIC under this assembly, PermaP€y 28 or M U€traLok Or Trufast Twin Loc- 9-inch o.c. at the 4-inch lap and 9- Optional) LWC-16 B, Grade 33 steel a lM UttraLok or Trufast Twin Loc-Nail Fastener inch o.c. in two, equally spaced, APP-TA 60.0 or struct cane. shalt achieve an average withdrawal of88 tbf Dyna6ase Nail APP-TA staggered center rows when tested per TAS 105 or ANSI/SPRI FX-1 Min. 22 ga, type Min, 498 psi, minimum 2-inch thick Celcore MF DynaFast 180 HW Trufast Twin Lac Tubes or 1M LWC-17 B, Grade 33 steel Cellular Concrete with Celcore HS Rheology or DynaFast 250 UltraLok Tubes (min. 1.8-inch) 6-inch o.c. within the min. 4-inch (Optional) APP-TA 60.0 or struct cone. Modifying Admixture HW through Trufast Batten Bar or 1M wide, heat -welded side laps. APP-TA Metal Batten TL Min. 22 ga, type PermaPly 28 or See Note 2 7-inch o.c. at the 4-inch lap and 7- Optional} LWC-18 B, Grade 33 steel Min. 200 psi, min. 2-inch thick cellular LWIC Ventsulation Fasteners to engage structural deck inch o.c. in two, equally spaced, APP-TA 75.0 or struct cone. below LWC. APP-TA staggered center raves. Min. 22 ga, type DynaBase, GlasPly 7-inch o.c. at the 4-inch lap and 7- LWC-19 B, Grade 33 steel Min. 300 psi, min. 2-inch thick Celcore LWIC Premier, PermaPly M LWC Base Sheet Fasteners inch o.c. in two, equally spaced, ( Optional} APP TA 75.0 or struct cone. 28 or Ventsulation staggered center rows APP-TA Min. 22 ga, type Min. 498 psi, minimum 2-inch thick Celcore MF DynaFast 180 HW Trufast Twin Loc Tubes or 1M6-inch o.c. within the min. 4-inch LWC-20 B, Grade 33 steel Cellular Concrete with Celcore HS Rheology or DynaFast 250 tlltral-ok Tubes (min. 1.8-inch} wide, heat -welded side laps and (Optional) APP-TA 75.0 or struct cone. Modifying Admixture HW through Trufast Batten Bar or 1M 6-inch o.c. in one center row APP TA Metal Batten TL Min. 22 ga, type Min. 300 psi, minimum 2.25-inch thick 7-inch o.c. at the 3-inch lap and 7- Optional) LWC-21 B, Grade 33 steel Concrecel LWIC GlasPly Premier 1M LWC Base Sheet Fasteners inch o.c. in two, equally spaced, APP-TA 82.5 or struct cone. staggered center rows APP-TA Structural Min. 498 psi, minimum 2-inch thick Celcore MF DynaFast 180 HW Trufast Twin Loc Tubes or 1M 6-inch o.c. within the min,, 4-inch LWC-22 Cellular Concrete with Celcore HS Rheology or DynaFastUltraLak Tubes (min. 1.8-inch) wide, heat -welded side laps and (Optional) APP-TA 90,0concreteModifyingAdmixtureHW through Trufast Batten Bar or 1M 6-inch o.c. in one center row APP-TA Metal Batten TL Exterior Research and Design, LLC. d/b/a Trinity j ERD Evaluation Report 19340.07.08-R4 for FL1046-R7 Certificate of Authorization #9503 Revision 4: 04/28/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 18 of 21 f TRINITY ERD TABLE SA: CEMENTITOUS WOOD FIBER DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover No. See Note i) Type Fasteners Attach Ply Cap MDP psfj 3-inch Tectum I DynaFast 180 HW or Trufast Twin Loc Tubes or JM UltraLok Tubes (1.8-inch) 6-inch o.c. within the min. 4-inch wide, heat -welded Optional) CWF-1. Plank DynaFast 250 HW through Trufast Batten Bar or 1M Metal Batten TL side laps and 6-inch o.c. in one center row APP-TA APP-TA 90.0 TABLE6A: GYPSUM DECKS — REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover No. See Notes i & 10) Type Attach Type Attach Base Ply Cap MDP (psf} Existing sound Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, ENRGY G-1. gypsum or 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm 25 UTA TWO Min 0.5-inch DuraBoard UTA-TWO- APP TA Optional} APP-TA 67.5 gypsum plank PSI AGF, ValuTherm CGF, ValuTherm 25 PSI CGF or 1M ISO 3 PART PART APP-TA Existing sound Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, ENRGY Optional) G 2 gypsum or 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm 25 UTA-TWO Min. 0.5-inch Duraf3oard UTA-TWO- BP -AA BP -AA or APP-TA 105.0 gypsum plank PSI AGF, ValuTherm CGF, ValuTherm 25 PSI CGF or 1M ISO 3 PART PART APP-TA Existing sound Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, ENRGY 3 Optional) G-3. gypsum or CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm 25 PSI UTA-TWO- Min. 0.2S-inch SECUROCK UTA-TWO- BP -AA or BP -AA or APP-TA 112.5 gypsum plank AGF, ValuTherm CGF, ValuTherm 25 PS! CGF PART Gypsum -Fiber Roof Board PART APP-TA APP-TA Existing sound Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, ENRGY 3 Optional) G-4. gypsum or CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm 25 PSI CR-20 Min, 0.25-inch CR-20 BP -AA BP -AA or APP-TA 225.0 gypsum plank AGF, ValuTherm CGF, ValuTherm 25 PSI CGF Roof BoardGypsum -Fiber Rofof BBoard APP TA Existing sound Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, ENRGY 3 G- 5. gypsum or CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm 25 PSI CR-20 Min. 0.25-inch SECUROCK CR-20 APP-TA Optiona#) APP- TA 232.5 gypsum plank AGF, ValuTherm CGF, ValuTherm 25 PSI CGF Gypsum -Fiber Roof Board APP-TA TABLE 6B: GYPSUM DECKS — REROOF (Tear -Off) or RECOVER SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover Max. No. See Notes 1 & 9) Type Fasteners Attach Ply Cap Design Pressure Existing sound Trufast Twin Loc Tubes or JM Ultral-ok Tubes G- 6. gypsum or DynaFast 180 HW or DynaFast 250 HW through Trufast Batten Bar or JM Metal 6-inch o.c. within the min. 4-inch wide, heat- Optional) APP- TA 60.0 gypsum plank Batten TL (Field W/D > 177 Ibf) welded side laps. APP-TA Existing sound Trufast Twin Loc Tubes or 1M UltraLok Tubes G- 7. gypsum or DynaFast 180 HW or DynaFast 250 HW through Trufast Batten Bar or JM Metal 6-inch o.c. within the min. 4-inch wide, heat- welded side laps and 6-inch o.c. in one center row Optional} APP- TA APP- TA 90.0 gypsum plank Batten TL (Field WJD > 133 Ibf) Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report J9340.07.08-R4 for FL1046-R7 Certificate of Authorization #9503 Revision 4: 04/28/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 19 of 21 TRINITY ERD TABLE 7: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer Roof Cover MDP No. see notes t & toI Type Attach Type Attach Base Ply Cap (psf) Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, ENRGY 3Existing Optional) R-1. CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm 25 PSI AGF, HA Min 0.5-inch DuraBoard HA APP-TA APP-TA -67.5 asphaltic BUR ValuTherm CGF, ValuTherm 25 PSI CGF or JM ISO 3 APP-TA Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, ENRGY 3 Optional) Existing Min. 0.75-inch FescoBoard orR-2. CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm 25 PSI AGF, HA HA BP -AA BP -AA or APP-TA -120.0asphalticBURmin. 0.5 inch DuraBoardValuThermCGF, ValuTherm 25 PSI CGF or 1M ISO 3 APP-TA Min, 1.4-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm 25 PSI AGF, Min 1. Fesco Foam or Existing mDuraFaam or Min. 0.75-inch Optional) R-3. asphaltic BUR ValuTherm CGF, ValuTherm 25 PSI CGF, 1M ISO 3 or Min 1.5-inch Fesco Foam or HA Fesco Board or Min 0.5-inch HA BP AA APP-TA APP-TA -150.0 DuraFoam or Min. 0.75-inch Fesco Board or Min 0.5-inch Retro-Fit Board or Retry -Fit Board or DuraBoardOuraBoard Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, ENRGY 3 CGF, Optional) Existing Min. R 4 ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm 25 PSI AGF, HA HA BP -AA BP -AA or APP-TA -225.0 asphaltic BUR um-Fibernch Roof BoardGypsum -Fiber Raof BoardValuThermCGF, ValuTherm 25 PSI CGF APP-TA Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, ENRGY 3 CGF, Existing Min. Optional) R 5 ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm 25 PSI AGF, HA HA APP-TA APP-TA -23Z5asphalticBURum -Fiber Roof BoardGypsum -Fiber Roof Board APP-TAValuThermCGF, ValuTherm 25 PSI CGF Existing Min. 1.5-inch ENRGY 3 CGF, ENRGY 3 25 PSI CGF, ValuTherm CGF, ValuTherm Optional) R-6. asphaltic BUR 25 PSI CGF HA Min. 0.5-inch DuraBoard HA BP -AA APP-TA -277.5 APP-TA Existing Min, 1.5-inch ENRGY 3, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, 1M ISO 3, Optional) R 7 HA Min. 0.5-inch DuraBoard HA BP -AA APP-TA -305.0 asphaltic BUR ValuTherm AGF, ValuTherm 25 PSI AGF APP-TA Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, ENRGY 3 Optional) R-8. Existing CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm 25 PSI AGF, MBR-BA, Min. 0.75-inch FescoBoard or MBR-BA BP -AA BP -AA or APP-TA -112.5asphalticBURfullmin. 0.5-inch DuraBoard ; ValuTherm CGF, ValuTherm 25 PSI CGF or 1M ISO 3 APP-TA Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, ENRGY 3Existing UIA-TWO Optional} R 9 CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm 25 PSI AGF, Min 0.5-inch DuraBoard APP TA APP-TA -67.5asphalticBURPARPARTPARTPARTAPP-TAValuThermCGF, ValuTherm 25 PSI CGF or 1M ISO 3 Min. 1.5-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGE, ENRGY 3 Optional) Existing TWO TWO- R-10. CGF, ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm 25 PSI AGF, Min, 0.5-inch DuraBoard BP AA BP -AA or APP-TA -105.0asphalticBURPAPARTPARUIATPARValuTherm CGF, ValuTherm 25 PSI CGF or 1M ISO 3 APP-TA Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, ENRGY 3 CGF, Optional) R 11. Existing ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm 25 PSI AGF, UTA-TWO- Min, 0.25-inch SECUROCK UEA-TWO- BP -AA or BP - AA or APP-TA -120.0 asphalticBURPARTGypsum -Fiber Roof Board PART APP-TA ValuThermCGF, ValuTherm 25 PSI CGF APP-TA Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report 19340.07.08-R4 for FL1046-R7 Certificate of Authorization #9503 Revision 4: 04/28/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 20 of 21 TRINITY ERA TABLE 7: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer Roof Cover Mdp No. see Notes 1 s, io) Type Attach Type Attach Base Ply Cap Psf) Existing Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, ENRGY 3 CGF, I Man. 0.25-inch SECUROCK Optional) R 12 ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm 2S PSI AGF, CR-20 CR-20 BP -AA BP -AA or APP-TA 22S.0asphalticBUR ValuTherm CGF, ValuTherm 25 PSI CGF Gypsum -Fiber Roof Board APP-TA Min. 2-inch ENRGY 3, PSI-25, ENRGY 3 AGF, ENRGY 3 25 PSI AGF, ENRGY 3 CGF, R-13. Existing ENRGY 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm 25 PSI AGF, CR-20 Min. CR-20 APP-TA Optional} APP-TA 232.5asphalticBURValuThermCGF, ValuTherm 25 PSI CGF um -Finch Roof BoardGypsum -Fiber Roof Board APP-TA Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report f9340.07.08-R4 for FL1046-R7 Certificate of Authorization #9503 Revision 4: 04/28/2015 Prepared by: Robert Nieminen, PE-S9166 Appendix 1, Page 21 of 21 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Contact Person: Butch Baur Job Address: 336 W. Lake Mar Blvd. Contact Phone Number: Contact E-mail: butchbati4wafflehousecom Contact Fax Number: ARCHITECTURAL 1. Sheet T-1. Building Information. Incorrect editions of the building codes. Current edition of Building, Plumbing, Mechanical and Accessibility is 2017. NEC is 2014. Submit two revised sheets T-1. 2. Roofing product approval number FL1046-R7 contains 21 pages. Appendix 1, page I of 21 needs to be identified for site specific application and page number. 3. Roofing product approval number FL5293-RI8 contains 83 pages. Appendix 1, page I of 83 needs to be identified for site specific application and page number. STRUCTURAL 1. No comments. MECHANICAL 1. No comments. PLUMBING 1. No comments. ELECTRICAL 1. No comments. Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. You may also contact me by e-mail at j oy.deenoa sanfordfl. gov. Respectfully, From: To: JmDeen City ofSanford Plans Examiner PH:4O7.G88,5OG4 Deen,]oy Thursday, February lS'%Ul832SPK4 butchbaur@waM|ehousezom' comment letter comnoent|etter.pdf Addl!111116CITY OF Building & Fire Prevention Division IF S 0RD COMMERCIAL 1"ERMITGUIDELINES FIRE DEPARTMENT All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: F4,' Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. 43ast N4 eO6 4 0d1ACopyofacontract, signed by the contractor and property owner, 'in'doic'0atiAglbe' 9,1c7ument6d o "n- Rr/ucionvalueCoeXAtr- v_#c 1,5 CM#010y(; OF, 0WtV&_P- '' W.+Fr--tC f),VV6C /tjc 1R"*' Copy of the contractor's license issued by (lie State of I"lorida, (if contractor is applicant). El r'/ A A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. V`* Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). F-1 0/hOwner Builder Statement / Affidavit (if owner is applicant). Must be signed in person at the Building Department) 0**LLC' s do not qualify for the Owner Builder exception per Florida Statute A 0 Approvalletter from sanitary sewer provider (if other than the City of Sanford). L1 Copy of the onsite sewage disposal system construction permit issued by Seminole County Health Department for new or existing septic systems, grease interceptors, etc. (if applicable). Seminole County Impact Fee Statement. EPI' Five ( 5) sets signed and sealed building construction plans, L.-K' Two (2) sets signed and sealed site development plans approved by City of Sanford Planning & Development Services Department. 9-' Letter from Planning & Development Services agreeing to submittal of plan without development plan approval. This is at the developer's risk. Rfe vAt, No-rlce P,9 -7e-D F1 tTwo ( 2) sets signed and sealed floor and roof truss engineering. FO' Completed and signed Statewide Product Approval Specification Form. Two (2) copies ofthe manufacturer's installation instructions for the following products: windows., doors, roofing materials, engineered lumber products, glass blocks, soffit materials and siding, L41"' Three ( 3) sets of completed and signed energy calculations (signed/sealed if required by Florida Statute or code). 10"" State of Florida Division of Hotel and Restaurant approval (if applicable). El O/ A Florida Department of Environmental Protection Notice of Asbestos Renovation or Demolition (if applicable). I PIN State of Florida Notification on Gas Tanks (if applicable). 0 01AFloodplain development application completed and signed if any portion of the property is in a flood hazard area as identified on the most current flood insurance rate map. THE BUILDING CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING: SITE PLAN ( Development plan includes additional requirements) Lvr All parking and accessible routes F!r' Accessibleparking space(s) and signage details IT'— Accessible entrances Accessible ramps, handrails, guardrails, curb cuts and details Effective. August 1, 2017 Page 1 qf'7 I-T'- All required building exits accessible (not less than 60% if all are not required exits) 1-1 0 / Areas of rescue assistance H"' , Accessible signage Pr' Fire access 9" Vehicle loading 0" Driving/turning radius Fire hydrant/water supply/post indicator valve (PIV) Ll PIP, Location ot'septic systems (if applicable) le Setbacks/fire separation (assumed property lines) U-- Utility lines (water, sewer, Irrigation Meters and backflow devices BUILDING PLAN 19-- Construction documents shall indicate code edition being applied L-' Page size minimum I I" x 17" Dl- Plans to minimum 1/4" scale All pages numbered and labeled D-' Plans signed/sealed and dated by a Florida Design Professional as applicable Ej- Designer information: name, address, registration # on all pages E-r' Reference the currently adopted code editions Wind design data required on drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I buildings, 139 mph ultimate design wind speed for risk category It buildings and 149 mph ultimate design wind speed for risk category III and IV buildings Ultimate design wind speed (Vult) Nominal design wind speed (Vasil) Risk category Exposure category Enclosure classification Internal pressure coefficient Component and cladding design wind pressures In terns of psf Structural Calculations, if necessary dirt Threshold Inspection Plan (for threshold buildings) All areas dimensioned and use noted 0/1V Corridors O%Shafts and elevator hoistways tj / Stair location/guardrails/handrails El fA' Partition denotations and schedule r Door locations, sizes, door and hardware schedule Window locations, sizes and schedule Tempered glass locations djA-Attic ventilation and access 4/frAir barrier requirements L4- Interior finish ratings and schedule Light and ventilation FT"' Sanitation Elevators 0 (4 ,fitEscalators C#'LiOY, fts Roof coverings Construction type design criteria: EX" Type of construction denoted (per table 503) Effiective: August 1, 2017 Page 2 (,?/'7 tv4" Occupancy group classification denoted for building and rooms/areas Gross square footage - Net square footage calculations Building height N' Percentage of exterior openings calculations d /1assification of hazard of contents (if applicable) Structural Design Criteria: C Ultimate design wind speed (Vult) F4,"- Nominal design wind speed (Vasil) 4 - Risk category Exposure category lfll- Enclosure classification P'- Internal pressure coefficient P-- Component and cladding design wind pressures in terms of psf L4-- Structural Calculations, if necessary Ll ti jok Floor loads - psf 0 djAStair loads -psf IT"' Roof loads - psf Ll A IF- Balcony loads - psf 1:1 d I Corridor loads - psf El torage loads - psf Materials to be reviewed shall at a minimum include the following: EY'-- Wood / grade - species E Steel / type - grade L-1 0I &- Aluminum D--- Concrete F 0 1APlastic F-4- Glass 1 Masonry Gypsum board and plaster Insulating (mechanical) LI- 1, Roofing 1"' Insulation El Alternate materials Structural: E9-''' Signed and sealed soil report with a positive conclusion required F4-" Compaction requirements El--' Foundation locations, dimensions and depth specified E Foundation denotations, schedules and details L-J-- Reinforcing steel, amount, size, grade, spacing, and lap specified Footing dowel locations E4-' Maximum filled cell spacing E?` Embedment's 3"`' Slab thickness and reinforcement El d /Ayapor barrier D-- Termite protection P/ft Relieving arch steel details at pipe penetrations p/mrick ledge detail including flashing and weep hole size and spacing 19-' Building materials used D-'- Lintel locations, denotations and schedule Ej---- Exterior and interior structural wall sections effective: August 1, 2017 Page 3 (#-7 Columns P4-` Tie beams 14-1 Structural steel size, type, connections Framing details and fastening FK_ Load path connectors E?"' Floor deck and fastening Wall sheathing and fastening Roof deck and fastening E-] 01 Stair construction Window and door details, including design pressure of openings I Fastening details for windows and doors, (type, length, and quantity) 1?1 Exterior mounted mechanical units fastening methods to meet wind load E?" Roof and floor framing, truss layout, connector schedule Fire Protection Requirements: El 0 pFire separation requirements for corridors, elevators, stairways, floors & shafts El /AOccupancy separation requirements El enant separation requirements 14- Fire resistant protection details for type of construction F4-" Rated requirements for walls, floor -ceiling and roof -ceiling assemblies Design numbers and details for all rated assemblies Design numbers and details for all rated penetrations E9-'- Rated door and hardware schedules E;,' Fire blocking and draft stopping Calculated fire resistance E?"'Interior finishes (flame spread/smoke development) Life Safety: N-1"" Occupant load calculations and egress capacities 0!7,r Special occupancy requirements F-+-" Egress plan E-+'' Number of exits L-- Capacity of exits Arrangement of exits 0-"" Travel distance to exits/common path of travel El d/A-,Stairs construction/geometry and protection Horizontal exits/exit passageways H' Illumination of exits D-" Exit signs Emergency lighting a- Enclosures I_prll- Handrails 0 d /A" GuardrailsIs 0('I twRamps Ek' Early warning systems schematic F-t-'-" Smoke control systems schematic El 'JAStair pressurization systems schematic ED. Extinguishing requirements E] d /fr Areas of rescue assistance Accessibility Building: C Door sizes, hardware schedule Vertical accessibility Effective: August 1, 2017 Page 4 of'7 Accessible route dimensions Maneuvering clearances drinking fountain j- Equipment clear floor space/reach ranges D t reas of rescue assistance a Signage 0 dj ATM machines Accessibility Rcstrooms/Batl-troonis: a Turning radius ERequired floor space for fixtures lj-' Fixture and equipment mounting dimensions Adaptability Accessible requirements for special occupancies in addition to general requirements will also be reviewed. PLUWING PLAN R"- Plumbing plans submitted T- - Piping materials J--' Piping supports Determine minimum plumbing fixtures required based on occupant load calculated per FBC 1004 ljl` Water distribution diagram D rl v n, Water hammer arrestors Plumbing drain, waste and vent riser diagram 19' Grease trap detail D V fNGrease trap Health Dept. report on existing EKI- Interceptors 0— - Roof drains/calculations for flat roofs Backflow prevention F' Medical gas D rj/(Oxygen systems D-- Environmental requirements Water Heaters: T & P drain 14--- Air gap Pan drain Thermal expansion device 2' Heat traps Mounting platform GAS PLAN B-- Type of gas Gas pressure Appliances schedule and BTU's and Vents D--- Combustion air DO/ KP tank size and location (above or below grade) EA-- Protection requirements Gas Riser Diagram: LiK, Pipe type F- 9--' Pipe sizing Effective: ol'7 fective: August 1, 2017 Page 5 r roz-:N-r GOOD FOOD FAST"() 5%6 Financial Drive- Norcrvss, Georgia30071 May 8, 2018 City of Sanford, Florida Building Department 300 N. Park Ave. Sanford, FL 32771-1244 Re: Waffle House 336 W. Lake Mary Blvd. Enclosed in this package are the following items: 1. Plan review letter addressing comments from Joy Deen 2. Plan review letter addressing comments from Hope Duncan 3. 5 revised sheets of T- 1 4. 5 revised sheets of A -I 5. 5 revised sheets of P-1 6. 5 revised sheets of P-2 7. 5 revised sheets of SP- 1 8. Check in the amount of $4,514.70 for our site development fee 9. Check in the amount of $250.00 for the wastewater discharge application and permit fee 10. Application for dumpster permit and 3 sets of signed sealed drawings 11. Application for masonry wall structure for monument sign and 3 sets of signed sealed drawings I believe everything you require is included but if I've omitted anything else you need to issue our building permits please do not hesitate to contact me. Sincerely, 6,z&4 '66'. Butch Baur Real Estate Dept. 678-429-1288 butchbaur@wafflehouse.com cc: File CI Owim"T RWVX6 c 110001) FOOD FAST11f 6986 Financial Drive- Norcross, Georgia 30071 May 8, 2018 Joy Deen — Plans Examiner City of Sanford, Florida Building Division 300 N. Park Ave. Sanford, FL 32771 PH (407) 688-5064, FAX (407) 688-5152 Email: -ioy.deers (a),saiifbrdfl.gov RE: Proposed Waffle House - 336 W. Lake Mary Blvd., Sanford, FL Architectural Comments Please let this letter, and the attached, serve as Waffle House's response to your plan review comments dated 02/15/2018 concerning the above referenced project. 1. Sheet T- 1. Building Information. Incorrect editions of the building codes. Current edition of Building, Plumbing, Mechanical and Accessibility is 2017. NEC is 2014. Submit two revised sheets T-1. Response: Please see revised sheet T-1 with the corrected edition of the building codes. 2. Roofing product approval number FL I 046-R7 contains 21 pages. Appendix 1, page I of 21 needs to be identified for site specific application and page number. Response: Product approval number F1, 1046-117 is for a modified bitumen roof. We will install a TPO roof, Reference to a modified bitumen roof has been removed from revised sheets SP-1 and T-1. 3. Roofing product approval number FL5293-RI 8 contains 83 pages. Appendix 1, page I of 83 needs to be identified for site specific application and page number. Response: Please see revised sheet T-1 specifying the site specific application and page number. Since the City of Sanford is using the 2017 building code, T-1 was updated to the R27, the current Installation Instructions for 2017. Please indicate in writing that our responses are adequate and meet your requirements and do not hesitate to contact me with any questions or concerns. Sincerely, Bch llaerawg Rick Hattaway Construction Services 770-729-5852 i-ickliattawgygwa(flelic)g,sE.coilI cc: Butch Baur — Waffle House Real Estate File GOOD FOOD FAST"(R 5986 Financial Drive- Norcross, Georgia 30071 May 8, 2018 City of Sanford, Florida Utilities Department 300 N. Park Ave. Sanford, FL 32771-1244 ATTN: Hope Duncan — Environmental Coordinator PH (407) 688-5000 ext. 5512, CELL (407) 416-3367 FAX (407) 688-5096 Email: liol2e.duncan asanfardfl.gov RE: Proposed Waffle House - 336 W. Lake Mary Blvd., Sanford, FL Plumbing Comments Please let this letter, and the attached, serve as Waffle House's response to your plan review comments dated 01/11/2018 concerning the above referenced project. 1. A booster heater (20) has been included on plans. The City highly recommends adding/installing a cold water step down valve to reduce the temperature of the dishwasher discharge prior to entering the grease interceptors. High temperature water (greater than 140 degrees=minimum required by health department) will cause the grease to remain liquefied and will not allow it to sufficiently coot and separate and could lead to pass through to City sewers. If pass through occurs, the City will require more frequent pumping of the interceptors and/ or installation of additional grease interceptor capacity. Thus, it is recommended to install the step down valve at the time of construction in an effort to prevent this in the future. Or, change the type of dishwasher proposed so that it does not discharge high temperature water. Response: Please see the Drain Cool Down Assembly added to revised sheet P-2. 2. Plans indicate one 1000 gallon grease interceptor. Revise plans to reflect two interceptors in series with a capacity of 125OG and 75OG (see attached sizing calculation). Please include a two way cleanout before and after each interceptor. Replace grease interceptor spec with City spec attached. Ensure interceptors are not situated within parking spaces as they must be accessible at all times for inspection and cleaning. This is also required on the civil plans which have not been revised since May 2017. Response: Please see the 1250 gallon and 750 gallon grease traps on revised sheet P-1 and noted on revised sheet T-1. 3. The vegetable sink (135) and mop sink (136) have not been inc . luded on plans. Please add and ensure connected to grease waste line. Response: The prep sink has been added and the mop sink located at the rear of the building has been labeled on revised sheets P-1 and P-2. They both connect to the grease waste line. The prep sink is also shown on the revised floor plan, A-1 and noted on revised T-1. 4. Please properly label grease waste line. Response: Please see the grease waste line labeled on revised sheet P-1- 5, The cleanout (5) located in the men's restroorn appears to connect to the grease waste line. Revise plans to reflect connection to sanitary line. GOOD FOOD FAST" -) 5986 Financial Drive- Norcross, Georgia 80071 Response: The cleanout (5) is located in the restroom on the wall, but this cleanout does not serve the restroom fixtures at all. It is used as a way to clean out the grease line that serves the kitchen area. It is shown in the restroom because this is the shortest route. The cleanout could be shown in the toilet vestibule, but this would add more piping to the job. 6. The sampling box has not been included on plans. Revise plans to include sampling box and detail attached. Sampling box must receive waste from the grease interceptors and sanitary lines. This is typically accomplished by wyeing the two lines together prior to the sampling box. Response: Please see the sampling box added to revised sheet P-1. Please indicate in writing that our responses are adequate and meet your requirements and do not hesitate to contact me with any questions or concerns. Sincerely, 1V lllaeraoag Rick Hattaway Construction Services 770-729-5852 rickhattawa wafflehouse.com cc: Butch Baur — Waffle House Real Estate File PERMIT OFFICE TRINITY ERD Table Deck Application Type Description Page 1A Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5 18-1 Wood New orReroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-7 IB-2 Wood New, Reroof (Tear -Off} or Recover A-2 Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 8-9 1C Wood New, Reroof (rear -OM or Recover B-1 Mech. Mech. Attached Base insulation, Bonded Top insulation, Bonded Roof Cover 10 1 D Wood New, Reroof (Tear -OM or Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 10 1E Wood New or Reroof (Tear -Off) C-2 Plate -Bonded Roof Cover 11 1 F wood New, Reroof (Tear -Off) or Recover D-1 Insulated Mechanically Attached Roof Cover 12 IG Wood New, Reroof (Tear -off) or Recover D-2 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 12 I" Wood New, Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 13-15 2A-1 Steel orConc. New, Reroof (Tear-M or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 16-21 2A-2 Steel orCont. New, Reroof (Tear-" or Recover B-1 Mech, Attached Base Insulation, Bonded Top Insulation, Bonded Base and Cap Ply 22 2A-3 Steel or Conc. New, Reroof (Tear -Off) or Recover B-2 Mech. Attached Thermal Barrier, Bonded Temp Rod, Bonded insulation, Bonded Roof Cover 23-24 28-1A Steel or Conc. New, Reroof (Tear -Off) or Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 25-35 2B-18 Steel or Conc. New, Reroof (Tear-M or Recover, C- 1A Thermal Barrier with Vapor Barrier, Mechanically Attached Insulation, Bonded Rod Cover 36-40 28-2 2C Steel or Conc. Steel or Conc. New, Reroof (Tear -Off) or Recover New, Reroof (Tear -Off) or Recover C-2 D-1 Mechanically Attached insulation, Plate -Bonded Roof Cover Insulated Mechanically Attached Roof Cover 41-42 43-44 2D Steel or Conc. New, Reroof (Tear -OM or Recover D-2 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover Z 3A-1 concrete New or Reroof (Tear -Oft) A -I Bonded Insulation, Bonded Roof Cover 45-56 3A-2 Concrete New orReroof (Tear -Off) A-1 Bonded Insulation, Bonded Base and Cap Ply 57 38 Concrete New or Reroof (Tear -off) F Non -Insulated, Bonded Roof Cover 57 4A LWfC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 48-60 48 LWfC New or Reroof (Tear -Oft) A-2 Mechanically Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 61 4C LWIC Lwic New or Reroof (Tear Off) New orReroof (Tear Off) E F Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover Non -Insulated, Bonded Roof Cover 62 63 SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 64 S8 CWF New, Reroof (Tear -Off) or Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 64 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 65-66 15B Gypsum Reroof (rear -off) A-2 Mechanically Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 66 6C Gypsum Reroof (Tear -Off) B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 67-69 ED Gypsum Reroof (Tear -Off) C-1 Mechanically Attached Insulation, Bonded Roof Cover 70 6E Gypsum Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 70 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 71-79 78 Wood or Steel Recover C-2 Plate -Bonded Roof Cover 80-81 7C Steel Recover D-1 Insulated, Mechanicafly Attached Roof Cover 82 7D Various Recover F Non -Insulated, Bonded RoofCover 93 Exterior Research and Design, LIC. djb/a TriNtylERD Evaluation Report G1506.09.05-R19 for FL5293-RI8 Certificate of Authorization 4*9503 Revision 19:09/25/2015 Prepared by., Robert Nieminen, PE-59166 Appendix 1, Page 1 of 83 JTR1N1jY;ERD 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 AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for insulation or base sheet attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: Wood Deck: Drill-Tec It12 Fastener or Drill-Tec914 Fastenerwith Drill-Tec 3' Standard Steel Plate, Drill-Tec 3' Steel Plate, DrOt-Tec 3 iri. Ribbed Galvalume Plate (Flat) or Drill-TecAccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate (insulation only), Drill-Tec ASAP 3S or Drill-Tec Heavy Duty ASAP 3S. Min. 0.75-inch plywood penetration or minimum 1-inch wood plank embedment Steel Deck: Drill-Tec #12 Fastener, Drill-Tec #14 Fastener or Drill-Tec XHO Fastener with Drilf-Tec r Standard Steel Plate, Drill-Tec r Steel Plate, Drill-Tec 3 in. Ribbed Galvaiume Plate (Flat) or Drill-Tec AccuTrac Flat Plate or Dri#-Tec AccuTrac Recessed Plate (insulation only). Minimum 0.75-4nch steel penetration, engage the top flute of the steel deck. Concrete Deck: Drill-Tec #14 Fastener or Drflf-Tec CD-10 with Drill-Tec 3' Standard Steel Plate, Drill-Tec 3' Steel Plate, Drill-Tecl in. Ribbed Galvalume Plate (Flat) or Drill-Tec AccuTrac Fiat Plate or Drdi-Tec AccuTrac Recessed Plate (insulation only) or Drill-Tec Heavy Duty ASAP 3S, Minimum 1-inch embedment. Fasteners Installed with a pilot hole In accordance with the fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral wool roof board that meets the QA requirements of F_XC. Rule 61G20-3 and is documented as meeting FBC 150S.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. Refer to GAF published installation instructions for details and requirements regarding the use of polystyrene insulation in EverGuard" roofing systems: Insulation: Exparted polystyrene (EPS) meeting or exceeding ASTM C579, Type it, nominal 1.5 Ib/ft2 density and minimum 15 psi compressive strength, Expanded polystyrene (EPS) with plastic facer meeting or exceeding ASTM C578, Type 11, nominal 1.5 Ib/ft2 density and minimum 15 psi compressive strength. High Traffic Applications: Extruded polystyrene (XPS) meeting or exceeding ASTM C578, Type IV, minimum 1-inch thick and minimum 2S psi compressive strength. Expanded polystyrene (EPS) with plastic facer meeting or exceeding ASTM C578, Type IX, minimum 1-inch thick and minimum 25 psi compressive strength. Recover Applications. XPS Fart -Fold Recover Board with plastic facer meeting or exceeding ASTM C578, Type IV, 3/8-inch thick and minimum 25 psi compressive strength, EPS Recover Board meeting or exceeding ASTM C578, Type IV, 1/2-inch thick and minimum 25 psi compressive strength, EPS Recover Board with plastic facer meeting or exceeding ASTM C578, Type It, 1/2-inch thick and minimum 15 Psi compressive strength. TOPCOATS FireOut" Fire Barrier Coating, VersaShield" Fire -Resistant Roof Deck Protection or VersaShieldO Solo- Fire -Resistant Slip Sheet, installed in accordance with GAF published installation instructions and fire resistance certification listings, may be used as a non4oad-bearing, fire -barrier / slip -sheet component within any system outlined herein. 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for or installed below the rigid insulation board for System Type C-2 (plate -bonded roof cover) or System Type D (mechanically attached membrane), whereby the membrane fasteners are installed through the LWIC to engage the structural steel or concrete deck. if installed below, the rigid insulation board may consist of min. 0.5-inch EnergyGuard Polyiso Insulation, EnergyGuard RA, EnergyGuard RN, EnergyGuard HD Polyiso Insulation, EnergyGuard HO Plus Polyiso Insulation, EnergyGuard RH HD Poilylso Insulation or Structodek High Density Fiberboard Roof Insulation or min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board, SECUROCK Glass -Mat Roof Board or Dens Deck. The structural deck shall be of equal or greater type, thickness and strength to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AH). Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. S. Preliminary insulation attachment for System Type D = Minimum four fasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board. 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. Hot Asphalt (HA): Full mopping 25-30 lbs/square. LRF Adhesive M (LRF-M): Continuous 0.75 to 1-inch wide ribbons, 17-mch o.c. OlyBond Adhesive Fastener (Classic): Full coverage, 1 gaVsquare, OlvBond 500 (OBSOG): Continuous 0. 75 to 1-inch wide ribbons, 12-inth o.c. using PaceCart or Spot5hot Note, Olygond Classic at Olygond 500 Green may be used where 0(y8ond 500 is nekrenced. GAP 2-Part Roofing Adhesive (GAF 2-Part): Continuous 2.5 to 3.5-inch ribbons, 12-inch o.c. Y 3M CR-20- Continuous 2.5 to 35-inch ribbons, 12-Inch o.c. Exterior Research and Design, U.C. d/b/a Trinity( ERD Evaluation Report 01506.09.05-1119 for F15293-RI8 Certificate of Authorization #9503 Revision 19:08/25/2015 Prepared by: Robert Nierninen, PE-59166 Appendix 1, Page 2 of 83 a TRINITY, ; ERD Note: When multiple loyers(sl ofinsulation ondlor coverboord ore installed inribbon -applied adhesive adhesive ribbons shall be staggered from foyer -to -toyer a distance of one-half the ribbon spacing. Note: The maximum edge distancefrom the adhesive ribbon to theedge ofthe insulation board shall be not less than one-half the specified ribbons spacing 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. Hot Asphalt (HA): MDP = -240.0 psf (Min. 0.5-inch thick) i LRF Adhesive M (LRF-M): MDP = -232.5 psf (Min. 0.5-inch thick ErrergyGuard Polylso Insulation, EnergyGuard Ultra) OlyBond 500 (03500): MDP = -315.0 psf (Min. 0.5-inch thick EnergyGuard RH or RN) OlyBond 500 (085W): MDP = -487.5 psf (Min. 0,5-inch thick EnergyGuard RA) OlyBond 500 (OB500): MDP = -292.5 psf (Miry. 0.5-inch thick EnergyGuard Polylso insulation, EnergyGuard Ultra) iv GAF 2-Part Roofing Adhesive (GAF 2-Part): MDP -117.5 psf (Min. 10-inch thick) 3M CR-20: MDP -117.5 psf (Min. 1.0-inch. thick) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1,S.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 10. For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. 12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52 or ANSI/SPRI IA-1. 13. For System Type D, steel deck applications, the roof membrane shall be run with its length perpendicular to the steel deck flutes. 14. For Recover Applications using System Type C-2 or any System Type D, the insulation is optional. Alternatively, a separator board may be installed prior to roof cover installation when using System Type C-2 or any System Type D or a separator sheet may be installed prior to roof cover Installation when using any System Type D. The existing roof system shall be suitable for a recover application. The separator component shall be documented as meeting FBC 1505,1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover in Recover appl ications. Separator Board Options for Recover System Tvoe C-2 or System Type D: Min. 0.5-inch EnergyGuard Polyiso Insulation, EhergyGuard RA, EnergyGuard RN, EnergyGuard Ultra, Structodeck High Density Fiberboard RoofInsulation, EnergyGuard RH HD Potylso Insulation, EnergyGuard HD Polyiso lnsu€ation or EnergyGuard HD Plus PoMso insulation, or min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof Board. Separator Sheet Options for Recover System Type D: EverGuard Polymat Separation Layer (3 oz/ydz) or EverGuard Polymat Cushioning Layer (6oz/yd). 15. Side laps for EverGuard Freedom TPO with RapidSeam Technology are self -adhering. Side taps for EverGuard Freedom TPO HIW are heat welded. Unless otherwise noted, reference to EverGuard Freedom TPO in this Appendix relates to either method. Exterior Research and Design, U.C. d/b/a Trinity) ERD Evatuabon Report 01506.09.05-RI9 for FL5293-RIS CertificateofAuthcrization##9503 Revision I9:08/25/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 3 of 83 TRINITY ERD 16. For adhesive -applied membrane systems, side laps shall be minimum 3-inch wide sealed with min. 1.5-inch heat weld. Unless otherwise noted, membrane adhesive application rates are as follows: Membrane Adhesive Method Rate EverGuard TPO EverGuard TPO #1121 Bonding Adhesive Contact (both sides) 0.8to 1.0 gal/square/surface. For use overSECUROCK Gypsum -Fiber Roof Board, the application rate changes to 1121) 1.2 to 1.67 gal/sq/surface To polosocyanurate or Structodek High Density Fiberboard Roof insulation, Fiber Base HD1 or Fiber Base HD6 at EverGuard FPO EverGuard WB181 Bonding Adhesive Contact (both sides) 0.63 gal/square and roofcover underside at 0.21 gal/square. WB181) To Dens Deck Prime orSECUROCK Gypsum -Fiber Roof Board at 0.63 to 0.75 gal/square and roof cover underside at 0.21 to 0.25 gal/square EverGuard TPO EverGuard Low VOC TPO Bonding Contact (both sides) 0.46 gal/square/surface jAdhesive (L-VOC) EverGuard TPO FB Ultra Hot asphalt Wet lay (substrate) 25lbs/square EverGuard FPO FS Ultra EverGuard WB181 Bonding Adhesive W8181) Wet lay (substrate) 0.83 to 1.0 gal/square GAFGAF LRF Adhesive M (LRF-M) or LRF 1-inch wide ribbons spaced as noted in tables herein. Note: The adhesive ribbons are located directly over theEverGuardTPOFBUltraO (LRF-0) Wet lay (substrate) adhesive ribbons used to securethe insulation when the cover is banded to insulation less than 1.5-inch thick. EverGuard TPO FS Ultra I GAF 2-Part Roofing Adhesive (GAF 2-Part) I Wet lay (substrate) "Spatter pattern" at 3.7S lbs/sq. i 17. The "Triposite Roofing System" noted herein consists of loose -laid GAFGLAS Stratavent Perforated Venting Base Sheet, followed by asphalt -applied two (2) plies of Ruberoid 20 Smooth or three (3) plies of GAFGLAS FlexPly 6, followed by asphalt -applied 80-mil EverGuard TPO FB Ultra with 1-5/8" heat welded side laps. 18. Unless otherwise noted, the "Hybrid Roofing System" noted herein consists of asphalt -applied Ruberoid 20 Smooth, Ruberoid Mop Smooth, Ruberoid Mop Smooth 1.5, GAFGLAS #75 Base Sheet,. Tri-Ply #75 Base Sheet or GAFGLAS #80 Ultima Base Sheet followed by asphalt -applied EverGuard TPO FB Ultra, 19. EverGuard Extreme TPO may be used as an alternate to EverGuard TPO, EverGuard Extreme TPO FB Ultra may be used as an alternate to EverGuard TPO FB Ultra. 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. Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506.09.05-R19for FL5293-R18 Certificate of Authorization#95W Revision 19: 09/25/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 4 of 83 TRINITY ERD TABU IA. WOODDECKS- NEW CONSTRUCTION oft REROOF(TEAit-OFP) SYSTEM TYPE A-1. BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer No. See Note 1) Type Attach Type Attach Roof Cover / A(Ifiesive MOP (psf) W-1. Min, 19/32-inch plywood or One or more layers min. 1.5-inch EnergyGuard Polyiso GAF 2-Part, (Optional) Additional layers base GAF 2-Part EverGuard Freedom TPO / self OS8 at may. 2ft spans Insulation, EnergyGuard Ultra CR-20 insulation, flat or tapered CR-20 52.5 adhered W-2. Min. 19132-inch plywood or One or more layers min. 15-inch EnergyGuard Poiyiso GAF 2-Part (optional) Additional layers base GAF 2-Part, verGuard TPO / #1121, OSB at max 2 it spans Insulation, EnergyGuard Ultra CR-20 insulation, flat or tapered CR-20 W8181 -515 TABLE IB- 1: WOOD DECICS — NEW CONSTRUCTION oR REROOF (TEn-OFF) SYSTEM TYPE A4: MECHANICALLY ATTA04ED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck AncharSheet Base Insulation Top Insulation Roof Cover MDP No. SeeNote 11 Type Fasteners Attach Type Attach Type Attach Base cap f) ipstj Min, 1-inch EnergyGuard Min, (15-trich Structodek Min. 15/32- GAFGLAS #75 Base Sheet, a2 ga" I -5/8- 8-inch o'c at min. Polviso Insulation, High Density Rberaoard EverGuard inch Tri-Ply 075 Base Sheet, inch dial. tin 4- inch laps and 9- EnergirGuard Ultra Polyiso Rod Insulation or One or two plies Ruberoid 20 Smooth, TPO FB Ultra in W-a. plywood at GAFGLAS 480 Ultima Base caps with 12 inch o c' in two, Insulation or EnergyGuard HA EnergyGuard Partite, HA Ruberaid Mop Smooth, Ruh*roid Mapmoo45.0notasphaftor max. 24- Sheet, GAFGLAS Stratavent p. annular equallyspaced, ly, RHPolyiso or Recover Board or Min. Smooth 1.5 or Ruberoid Mop Plus GAF 2-Part, inch Wan Nailable Venting Base ring shank staggered center inch EnergyGuard RA or ne0.75-inch ErgyGuard Smooth. in hot asphalt spatter - Sheet, Ruclid 20 SmoothRUEold nails rows EnergyGuardFIN Perite Roof Insulation applied homogeneous) Mtn-1—inch EnergyGuard Min. 15/32- GAFGLAS #75 Base Sheet, 32 ga., 1-5/8- 8-Inch cic at min. Pokviso Insulation, One or two plies Ruberoid 20 Smooth, EverGuard Inch Tri-Pty $75 Base Sheet, iunit dia tin 4-inch laps and & EnergVGuard Ultra Pofyiso Min, 0,25-inch Dens Ruberoid Mop Smooth, Phiberold Map TPO FS Ultra in W-4. plywood at GAFGLAS 001.1itima, Base caps with 12 inch o.c. in two, Insulation or EnergyGuard RA Deck Prime or HA Smooth 1 5 or Ruberoid Mop Pius not asphalt or 4sC, max. 24- Sheet GAFGLA5 Stratavent ga. annular equallyspaced, RH Polyiso or rWrL 1.5 - SECUROCK Gypsum- Smooth in hot asphalt or Ruberoid HW GAF 2-Part, inch span Nailobte Venting Base ringshank staggered centerFiberinchFrergyGuardFAor Roof Board 25 Smooth at Ruberold HW Smooth, spatter - Sheet, Ruberoid 2D Smooth nags rows EnergyGuard RN torch -applied applied Mil, I-inchEnergyGuard Min. M5-inch Structodek Min. 19/32- 32ga., 1-5/9- 9-incho c at Mln Polyiso Insulation, High Density Fiberboard EverGuard inch GAFGLAS490 Ultima Base inch dia. tin 44nch Laps and 9- EoergVGuardUltra Poty(so Roof Irisulationar One ortwo plies Rubetcrid 20 Smooth, TPO FS Ultra in W-S. plywood at Sheet, GAFGIAS Stratavent caps with 12 inch o.r- in two, Insulation or ErergyCAwd HA EnergyGuard Perko HA Ruberoid Mop5mooth, Ruberoid Map hot asphalt or 45 C max 24- Nailable Venting Base P. annular equailyspaced, RHIldvisoormin, 1,5- Recover Board or Min. Smooth 1.5 or Ruberoid Mop Pius GAF 2-Part, inch an Sheet, Ruberold 2D Smooth ringshank staggered center inch ErergyGuard PA or 0.75-inch EnergyGuard Smooth in hot asphalt spatter - nags to" Enerllyruard R14 Perlite Roof Insulation applied homogeneous) 1 Min. 19/32- 32 1-5/8- p., 94nchox- min. at Min, 1-inch EnergyGuard Polyiso Insulation, On-- or two plies Ruberoid 20 Smooth, EverGuard inch GAFGLAS #90 Ultima Base inch dia. tin 44rich laps and 9- EnergyGuard Ultra Polyw Min. 01.25,4'loh Dens, Ruberoid Mop Smooth, Ruberoid Map TPO FS Ultra in W-61 plywood at Sheet, GAFGtAS Stratavent caps with 12 inch o.c. in two. Insulation orErierpGuard NA Deck Primeor HA Smooth 1.5 or Ruberoid Mop Plus hot asphalt or 45.0 max. 24- Naffable Venting Base ga- annular equailyspaced, RH Polyiso at rnim 1. 5- SECUROCKGypsum- smooth, in hot asphalt or Ruberoid HW GAF 2-Part, inch span Sheet, Ruberoid 20 Smooth ring shank staggered center inch ErergyGuand RA or FberRoofBoarci Z& Smooth or Puberuid HW Smooth, spatter - nags rows torch -appled applied Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization #9503 Prepared by, Robert Nerninen, PE-59166 Evaluation Report 01506.09.05-R19 for FL5293-Rig Revision 19: 09/25/2015 Appendix 1, Page 5 of 93 TRINITY ERD TABLE 1B-1: WOOD DECKS —NEW CONSTRUCTIONaRREROOF(TEM-OFF) SYSTEM TYPE A-2: MECHANtCALLYATTACHED ANCHOR SHEET, BONDED WSULATION, BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover MIP No. see Note 1) Type Fasteners Attach Type Attach Type Attach Base cap Psf) Min, 1-inch EmergyGuard Min. O.S-inclh Structodek Min- IS/32- GAFGLAS #75 Base Sheet, 32ga,, 1-5/8- 6-inch ox, at the 4- Polyiso Insulation, High Density Fiberboard EverGuard inch Tr -Ply #75 Base Sheet, inch diameter inch lap and 6-inch EnergVG uard Ultra Polyrso Roof Insulation or One, or two plies Itubtroid 20 Smooth, TPO FB Ultra in W-7. plywood at GAFGLAS, #80 Ultima Base tin caps with o.c. in two Insulation or EnergyGuard HA EnergyGuard Perfite HA Ruberoid Mop Smooth, Ruber" Mop hot asphalt or 52.5 max. 24- Sheet, GAFGLASStratavent 12 ga annular staggered center RH Poyiso or min. 1.5- Recover Board or Min. Smooth 1,5 or Ruberoid Mop Plus GAF 2-Part, inch span Nabbte Venting Base ring shank rows inch EnergyGuard RA or 0,75-inch EnergyGuard Smooth in hot asphalt spatter - Sheet, Ruberoid 20 Smooth mails EnergyGuard FIN Perfite Roof Insulation applied Min. 15/32- GAFGLAS #75 Base Sheet, 32 ga., 1-5/8- 6-inch oc. at the 4- Min. 1-inch EnergyGuard Potyiso insulation, One or two plies Ruberoid 20 Smooth, EverGuard inch Tri-Pty #75 Base Sheet, inch diameter inch lap and 6-inth EnergyGuard Ultra Polyisc, Mim (125-inch Ders, Ruberoid Mop Smooth, Ruberoid Mop TPO F8 Ultra in W-8. plywood at GAFGLAS #80UttimaBase tin caps with o.c in two Insulation or E nergyGuard HA Deck Prime or HA Smooth 1.5 or Ruberoid Mop Plus hot asphalt or 525 max. 24- Sheet, GAFGLAS Stratavent 12 gai-annufar staggered center RHpolyisoor min. 1.5- SECUROCK Gypsum- Smooth in hot asphalt or Ruberoid KW GAF 2-Part, inch span Narable Venting Base ring shank rows inch EnergyRA or Fiber Rod Board ZS Smoothor Ruberoid HW Smooth, spatter - Sheet, Ruberoid 20 Smooth nails EnergVGuardRN torch -applied applied Min. 1-inch EnergyGuard Min. 0.5-inch Structodek Mim 19/32- GAFGLAS #75 Base Sheet, 32 ga., 1-5/8- 8-inch o.c. at the 4- Polvisa Insulation, High DensityFiberboard EverGuard Inch Tr{ -Ply 975 Base Sheet, inch diameter inch lap and 9-inch EnergyGuard Ultra Polylso Roof Insulation or One or two pries Ruberoid 2DSmooth, TPO F8 Ultra in W- 9. plywood at GAFGLAS #80 Uttima Base tin caps with ox. In two insulation or EnergyGuard HA Energyr4uard Perlite HA Ruberoid Mop Smooth, Ruberoid Mop hot asphalt or 52.5 max. 24- Sheet, GAFGLAS Stratavent 12 ga, annular staggered center RH Polyiso at, min, 1.5- Recover Board or Min.Smooth 1.5 or Ruberoid Mop Plus GAF 2-Part, Inch wan Nallable Venting Base ring shank laws inch EnergyGuard RA or 0,75-inch EnergyGuard Smooth in hot asphalt spatter - Sheet, Ruberoid 20Smooth rags EnervGuardRN Petite Roof Insulation applied homogeneous) Min. 19/32- GAFGLAS #75 Base Sheet, 32 ga, 1-5/8- 8-irich o.c. at the 4- Min. 1-inch EnergyGuard Pdyiso Insulation, One or twoplies Ruberoid 20 Smooth, EverGuard inch Tri-Ply #75 Base Sheet, Inch diameter inch lap and 8-Inch EnergyGuard Ultra Polylso Min- (125-inch Dens Ruberoid Mop Smooth, Ruberoid Mop TPO FB Ultra in W- 10. plywood at CAFGLAS #80 Ultima Base tin caps with 0.c. in twoInsulation or EnergyGuard HA Deck Prime or HA Smooth 1.5 or Ruberoid Mop Plus hot asphalt or 52.5 max. 24- Sheet, GAFGLAS Stratavent 12 ga. annular staggered center RH Polyiso or min, 1. S- SECUROCKGypsum- Smooth in hot asphalt or Ruberoid HW GAF 2-Part, inch span Naflable Venting Base ringshank rows inch EnergyGuard RA or Fiber Roof Board 25 Smooth or Ruberoid HW Smooth, i spatter - Sheet, Ruberoid 20 Smooth nags larch -applied applied EnergyGuardRN Mift. 1-Inch EnergirGuard Min, a 5- inch Structodek I Min.19132- 32 ga., 1-5/8- 8-inch o.c. at the 4- Pdyisc Irtsulation, High Density Fiberboard EverGuard inch GAFGLAS #80 Ultimo Base it inch dia. tininchlapand 8-inch Ultra Polyiso Roof Insulation or One or two plies Ruberoid 20 Smooth, TPO F8 Ultra in W_11 plywood at Sheet, GAFGLAS Stratavent caps with 12 o.c. in three ua.rd ron , EneqyGuardHA EnergyGuard Pettit, HA Ruberoid Mop Smooth 1 hot asphaltor 75,0* max, 24- Nailable Venting Base ga. an annular staggered centerRH Powso or min. 1.5- Recover Board or Min. Smooth 1.5 or Ruberoid Mop Pius GAF 2-Part, inch span Sheet, Ruberoid 20 Smooth ring shank rows inchEnergyGuard RA or D,7Sktch EnergyGuard Smooth in hot asphalt spatter- 1 A"sEnergyGuardRNPerliteRoofInsulationIappliedIII I I I (homogeneous) I i I Exterior Research and Design, I.I.C. d/b/a Trinity[ ERD Evaluation Report 01506.09,05-R19 for FL5293-RIB Certificate of Authorization 49503 Revision 19:09/25/2015 Prepared by. Robert Nieminen,PE-59166 Appendix 1, Page 6 of 93 TABLE 18- 1: WOOD DECKS —NEW CONSTRUCTION oR REROOF (TEAR -OFF) SYSTEM TYPE A-2. MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER Syster" Deck Anchor Sheet Base Insulation Top Insulation Roof Cover MOP NO. See NDtr 1) Type Fasteners Attach Type Attach rWe Attach Base Cap Psf)— Min. 19/32- 32ga1-5/8Ruberoidne 6Irichoc. at the 4- Min. 1-inch EnergyGuard ISO Insulation, or two plies RubeZDSmooth, EverGuard inch WGI. AS #90 Uttima Owe inch dia. tin inch Lap and 8-inchEnergyGuard Ultra Polyiso Mitt 0.25-inch Dens Ruberoid Mop Smooth, Ruberoid Mop TPO Fa Ultra in W-12, plywood at Sheet, GAFGLAS Stratavent caps with 12 ox, in three Insulation or EnergyGuard 14A Deck Prime or HA Smooth 1.5 or Ruberoid Mop Plus hot asphalt or max. 24- Nadable Venting Base ga- annular staggered center RH Polyiso or mart 1.5- SECURM Gypsum- Snvoth in hot asphalt or Ruberoid HW GAF 2-Part, inch an Sheet, Ruberoid 20 Smooth ring shank rows inch EnergyGuard PA or Fiber Roof Board ZS Smooth or Ruberold HW Smooth, spatter - nags I EnergyGuard RN torch -applied applied Min. 15/ 32- GAFGLAS 075 BaseSheet, 32 ga., 1-5/8- 8-inch o.c, at min. 1-inch EnergyGuard GAFGLAS Stratavent Perforated EverGuard inch Tri- Ply $75 Base Sheet inch dia, tin 44ach laps and Polyiso Insulation, Venting Base, loose laid, followed by TPO IS Ultra in W-13. plywood at GAFGLAS #80 Ultimal Base caps with 12 inch a.c. in two, EnergyGuard Ultra Polyisci HA Optiona I) Additional 14A one or twoplies Ruberoid 20 Smooth, hotasphalt or 45,0 max, 24- Sheet, GAFGLAS Stratavent p. annular oquilysPaced insulation or EnergyGuard layer(s) base insulation Ruberoid Mop Smooth, Ruberoid Moo GAF 2-Part, inch span Naftable Venting Base ring shank staggered center RH Pofyiso Smooth 1_5 or Ruberoid Mop Plus spatter - Sheet, Ruberoid 20Smooth nails rows Smooth in hot asphalt applied Min, 19/ 32- GAFGLAS #90 Ultima Base Sheet, GAFGLAS Stratavent 32 ga_ I-S/8- 9-inch o.c. at the Mir_ 1-inch EnergVGuard GAFG LAS Stratavent Perforated 1 I EverGuard 1 inch Eliminator Nalable Venting inch dia, tin in 4-inch tap and I olviso Insulation, Venting Base, loose laid, followed by TPO FB Ultra in W-14- plywood at Base Sheet, Ruberoid 20 caps with 12 inch ., in two, EnergyGuard Ultra Polylso KA P Optiona1} Additional one or two plies Ruberoid 20 Smooth, HAhotasphalt or 45 0 may,. 24- Smooth, Ruberoid Mop P. annular equallyspaced Insulation or ErergyGuard layer(s)t base insulationRuberoid Mop Smooth, RuberoidMop GAF 2-Part, inch span Smooth, Ruberoid Mop ring shank staggered centerRH Polyiso Smooth 1.5 or Ruberoid Mop Plus patter - Smooth1.5 nails rows Smooth in hot asphalt applied Min. 15132- GAFGtAS # 75 Base Sheet, 32 ga,, 1-5/8- 64nch o.c. at Min' Min. 1-inch EnergyGuard GAFGLAS Stratavent Perforated EverGuard inch Tri-Ply # 75 Base Sheet, inch dia. tin 4-inch laps and 6- Polviso Insulation, Venting Base, toose laid, followed by TPO FR Ultra in W-15, plywood at GAFGLAS #80 Uttima Base caps with 11 inch o.c, in two, EnergyGuard UltraPolyiso HA Optional) Additional HA one or two plies Ruberoid 20 Smooth, hot asphalt or 52 5 max. 24- Sheet, GAFGLAS Stratavent gaL annular equally Vaced, Insulation or EretgyGuard layer(s) base insulation Ruberoid Mop Smooth, Reber-- Mop GAF 2-Part, inch span Nailable Venting Base ring shank staggered centerRH Polyiso Smooth 1'5 or Ruberoid Mop Pfus, scatter - Sheet. Ruberoid 20 Smooth nags rows smooth in hot asphalt applied i Min. 19/32- GAFGLAS 975 Base Sheet, 32 ga_ 1-5/8- 8-Inch o c, at the 4- Min, 1-inch EnergvGuard GAFG LAS Stratavent Perforated EverGuard inch Tri-Pty # 75 Base Sheet, inch diameter inch lap and 8-inch Poiyiso insulation Venting Base, loose laid, followed by TPO FB Ultra in W-16. plywood at GAFGLAS #80 Ultima Base in caps with t" c,c, in two EnergyGuard Ultra Fvyiso HA Optional) Additional one or two plies Ruberoid 20 Smooth, HA 11 atasphalt or 52.5 max- 24- Sheet, GAFGL45 Stratavent 12 ga. annular staggered center Insulation or EnergyGuard layer(s) base insulation Ruberoid Mop Smooth, Ruberoid MopGAF 2-Part inch span Mailable Venting Base ring shank rows RH Polilso Smooth 13 or Ruberoid Mop scatter - Sheet, Ruberoid 20 Smooth nails Smooth in hot asphalt applied Min, 19/32- 32 ga,, 1-5/8- 8-inch ox, at the 4- Min. 1-inch EnergyGuardVenting GAFGLAS Strataveot Perforated Eve uard inch GAFGLAS #90 Ulti ma Base inch dia. tin inch lap and 8-inch Polyiso Insulation, Base, loose laid, followed by TPO FB Ultra in W_ 17. plywood at Sheet, GAFG LAS Stratavent caps with 12 c,c, in three I EnergyGuard Ultra Polyiso HA optionall Additional one or two plies Ruberoid 20 Smooth, NA hot asphaltor 75-0* max, 24- Makable Venting Base ga, annular staggered center Insulation or EnergyGuard layer(s)bast insulation Ruberoid Mop Smooth, Ruberoid Mop GAF 2-Part, inch span Sheet, Rubeoid 2a Smooth ring shank rows RH Polyiso Smooth 1,5 or Ruberoid Mop Plus patter - nags Smooth in hot asphalt applied Exterior Research and Design, U.C. d/b/a Trinity] ERD Evaluation Report 01506.09.05-RI9 for FL5293-RIS Certificate of Authoritation 49503 Revision 19:09/25/2015 Prepared by: Robert NieminenPE-59166 Appendix 1, Page 7 of 83 j TRINITYERD TABLE 18-2: WOOD DECKS — NEW CONSTRUCTION. REROOIF (TEAR -OFF) oR RECOVER SYSTEM TYPE A-Z. MECHANICALLY ATTACHED ANCHOR SHE" BONDED INSULATION, BONDED ROOF COVER SP- Deck Ajwhor Sheet Base insulation Top insulation Roof Cover MOP NO. See Note 1) Type Fasteners; Attach Type Attach TWO Attach ease Cap Psf) Min, Win. AS -inch Stturtodek Min, 15/32- GAFGLAS #75 Base Sheet, 16-inch oc. at the I -Inch EnergyGuard Polyho Insulation, High Density Fiberboard EverGuard inch Tri-Ply #75 Base Sheet, min, 4-inch lap and EnergyGuard Ultra Pdyiso Roof Insulation or One or two Plies Ruberoid 20 Smooth, TPO F8 Ultra in W- IS, plywood at GAFGLAS #90 Uttima Base See Note 2 16-Inch Q c. In two, insulation or EnergyGuard HA EnergyGuard Perlite HA Ruberoid Mop Smooth, Ruberoid Mop hot asphalt or 52.5 max. 24- Sheet, GAFGLAS Stratiavent 414 ONLY) equally spaced, RH Folviso or min, 1.5- Recover Board or Min. Smooth 1.5 orRuberoid Mop Pius GAF 2-Part, inch span Nallable Venting Base staggered center nEnergyGuard RA or 0.75-inch EnergyGuard Smooth in hot asphalt spatter - Sheet, Rubercid 20 Smooth rowsEnergyGuard FIN Eyre PetiteRoof Insulation pored homogeneous) min. 15/ 12- GAFGLAS #75 Saw Sheet, 16-inch c.c. at the Min, 1-inch EnergyGuard Polviso Insulation, One or two plies Ruberoid 20 Smooth, EverGuard Inch Tri- Ply #75 Base Sheet, min. 4-inch lap and EnergyG uard U tra Potyiso Min, 0.25-inch Dens Ruberoid Mop Smooth, Ruberoid Mop TPO FS Ultra in i W-19, plywood at GAFGLAS #90 Ultima Base See Note 2 16-inch cio. I two, Insulation or EnergyGuard HA Deck Prime or HA Smooth 1.5 or RuberoidMop Plus hot asphait or 52.5 max, 24- Sheet, GAFGLAS Stratavent Mailable Venting Base 140NLY) equally spaced, RH Polyiso or min. 1.5- SEOJROCK Gypsum- Smooth in hot asphalt or Ruberoid HW GAF 2-Part, inch span staggered center inch EnergyGuard RA or Fiber Roof Board 25 Smooth or Rubercid HW Smooth, spatter - Sheet, Rubercid 2D Smooth rows EnergyGuard FIN torch -applied applied Min. 1- inch EnergvGuard Min. (154nch Structodek Min. 15/ 12- GAFGLAS #75 Base Sheet, 124nch c.c. at the Pdyiso Insulation, High Density Fiberboard I EverGuard Inch Tri- PIV 975 Base Sheet, Min, 4-mch lap and EnergyGuard Uftra Flolyiso Roof Insulation or One or two plies Rubefod 20 Smooth, TPOF9 Ultra in W-20 plywood at GAFGLAS #90 Ultima Base See Note 2 12-irich c,c, in two, Insulation or EnergyGuard HA EnergyGuard Perfite HA Ruberoid Mop Smooth, Ruberoid Mop hot asphalt of 600 max, 24- Sheet, GAFGLAS Stratavent 140NLY) equally spaced, RH Polviso or thin, 1-5- Recover Board or Min. Smooth 1,5 or RuberoidMop Plus GAF 2-Part, inch span Nailable, Venting Base staggered center inch EnergyGuard RA or 0,75-inch EnergyGuard Smooth in hot asphalt spatter - Sheet, Ruberoid 20 Smooth rows EnergVGuardRN Petite Roof (mutation applied homogeneous) Min. 15/ 32- GAFGLAS, #75 Base Sheet, 12-inch o.c. at the Min. 1-inch Energouard Potyllso Insulation, One or twoplies Ruberoid 20 Smooth,IEverGuard Inch Tr Ply #75 Base Sheet, min. 44nch lap and EnergyGuard Ultra Polylso Min, (125-Mch Dens Ruberoitl Mop Smooth, Ruberoid Mop TPO FS Ultra in W-21. plywood at GAFGLAS #90 Ultima Base See Note 2 12-inch oc, in two, tristitation or EnergyGuard HA Deck Prune or HA Smooth 1.5 orRuberoidMop Plus not asphalt or max, 24- Sheet, GAFGLAS Stratavent 14 ONLY) equally spaced, R14 Potion or min, 1.5- SECUROCKGypsum- Smooth in hot asphalt or Ruberoid HW GAF 2-Part, inch span Nailable Venting Base staggered oeinter inch EnergyGuard RA a r FiberRoof Board 25 Smooth or Rubercud HW Smooth, spatter - Sheet, Ruberoid 2D Smooth rows EnergyGuard FIN torch -applied applied Mim 1- inch ErwgvGuatd Vim DS-molt Structodek I I Min. IS/32- GAFGLAS #75 Base Sheet, 9-mch o.c. at the 4- Polyiso Insulation, High DemAy Fiberboard EverGuard Inch Tri- Pty $75 Base Sheet, inch lap and 8-Inch EnefgyrGuardUftra Potylso Roof insulation or One or two pries R abetold 20 Smooth, TPO FB Ultra in W-22. plywood at GAFGLAS #90 Ultima Base See Note 2 o.c' in three insulation or EnergyGuard NA EnergyGuard Perfite HA Ruberoid Mop Smooth, RuberoidMe, hot asphalt or 75.0' max. 24- Sheet, GAFGLAS Stratavent 14 ONLY) staggered center RHPolviso or min. 1.5- Recover Board or Mm. Smooth 1,5 or Ruperoid Mop Plus GAF 2-Part, inch span Mailable Venting Base rows inch EriergyGuard RA or 0.75-inch EnetgyGuard smooth in hot asphalt spatter - Sheet, Rubercid ZD Smooth EriergyGuard FIN Petite Roof insulation applied I I I I I homogeneous) Exterior Resea rch and Design, I.I.C. d/b/a Trinity I E RDCertificateof Authorization #9503 Prepared by: Robert Nierninen, PE-59166 Evaluation Report G1506.09.05-919 for FL5293-R18 Revision 19: 09/25/2015 Appendix 1, Page 8 of S3 J TRINITY ERD TABLE 18-2: WOOD DECKS — NEW CONSTRUCTION. REROOF (TEAR -Off) Ott RECOVER SYSTEM TYPE A-2. MECHANKALLY ATTACHED ANCHOR SHEET, BONDED WSULATiON, BONDED ROOF COVER sysh- Deck Anchor Sheet ease Iftsulation Topinsulation Roof Cover mop Nm See No" 1) Type Fasteners Attach Type Attach type Attach Base Cap (psf) Min.15/34- GAFGLAS #75 Base Sheet, min, 1-inch EnergyGuard inch o,c. atthe 4- Potylso Insulation, One or two plies Ruberoid 20 Smotoh, EverGuard inch Tri-Ply #75 Base Sheet, inch lap and 8-inch EnergyGuard Ultra PolViso Min-0.2S-inch Doris Ruberoid Smooth, th,RuberoidMDp TPO I's Ultra in W-23, plywood at GAFGLAS #80 Utti ma Base see Note 2 o.c. in three Insulabon or EnergyGuard RA Deck Prime or HA Smooth 1.5 or Ruberoid Mop Plus hotasphalt 82'5 max. 24- Sheet, GAFGtAS Stratavent 14 ONLY) staggered center RHPolyiso, or min, LS- SECUROCK Gypsum- Smooth in hot asphalt or Ruberoid HW GA -Part, inch span Nailable Venting Base rows inch EmrgyGuard RA or Fiber Roof Board 25 Smooth or Ruberoid HW Smooth, spatter - Sheet, Ruberold 20 Smooth torch -applied appliedEnergyGuardRN Min. 1,5/32- GAFGLAS#75 Base Sheet, 16-inch o'c. at the Min. 1-inch EnergyGuard GAFGLAS Stratavent Perforated EverGuard inch Tri-Ply #75 Base Sheet, min. 4-inch lap and Pdyiso Insulation, Venting Base, loose laid, followedby PO F8 Ultra in W-24, plywood at GAFGtAS #90 Uttima Base See Note 2 164rch ci. in two, EnergyGuardUltra Polyiso HA Optional) Addibova I HA one or two plies Ruberoid 20 Smooth, hot asphalt or -S215 max. 24- Sheet, GAFGLAS Stratavent 14 ONLY equallyspaced insulation orEnergvGuard layer(s) base inskilatio, n Ruberoid Mop Smooth, Ruberoid Mop GAF 2-Part, inch span Nailabie Venting Base staggered ce;"' RH Potion Smooth 1.5 or Ruberoid Mop Plus Spatter Sheet, Ruberoid 20 Smooth rows Smooth in hot asphalt applied Min. 15/32- GAFGLAS #75 Base sheet, 12-inch o-c. at the Min. 1-inch EnergyGuard GAFGLAS Stratavent Perforated EverGuard I inch T"fy #75 Base Sheet, min. 44nch tap and Polyiso Insulation, Venting Base, loose laid, followed by TPO F8 Ultra in W-25, plywood at GAFGLAS #80 Ultima Base See Note 2 124r ch o,c. in two, ErtergliGuard Ultra Polyrso HA Optional) Additional HA one or two plies Ruberoid 20 Smooth, hot asphalt or max. 24- Sheet, GAFGLAS Stratavent 140NLY) equallyspaced, insulation or EnergyGuard layer(s)base insulation Ruberoid Mop Smooth, Ruberoid Mop GAF 2-Part, inch span Nallable Venting Base staggered center RHPidlylso Smooth 1,5 or Ruberoid Mop Plus spatter - Sheet, Ruberoid 2G Smooth rows Smooth in hot asphalt applied Ma 15/32- GAFGLAS #75 Base Sheet, 94inch o.c. at the 4- Min. 14MhEnofgVGuArd GAFGLAS Stratavent Perforated EverGuard Inch Tri-Ply 975 Base Sheet, Inch tap and 8-4nich Polyiso msulatton, Venting Base, loose bid, followed by TPO FB Ultra in W-26, plywood at GAFGLAS #80 Ultima, Base See Note 2 o.c. In three EriergyGuardUltra Pollyiso RA Optional) Additional RA one or two Plies Ruberoid 20 Smooth, hot asphalt or -82'5, max, 24- Sheet, GAFGLAS Stratavent 14 ONLY) staggered center Insufation or EnergyGuard layer(s) base insulation Ruberout Mop Smooth, Ruberoid Mop 3 GAF 2-Part inch span Naitable Venting Base rows RN Polviso Smooth 1.5 or Ruberoid Mop Plus spatter - Sheet, Ruberoid 20 Smooth Smooth In hot asphalt applied Exterior Research and Design, I.I.C. d/b/a TrinitylERD Evaluation Report 01506,09.05-RI9 for FL5293-R18 Certificate ofAuthorization #95GS Revision 19:08/25/2015 Prepared by, Robert Niernmen, PE-59166 Appendix 1, Page 9 of 83 TRINITY ERD TABLE 1D* WOOD DECKS- NEW CONSTRUCTION, REROOF (TM-OFFI Olt RECOVER SYSTEM TYPE C- 1- MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Top Insuladon Layer Roof Cover MDP No. Deck (See Note 1) Base Insulation Layer Psf) Type Fasteners Attach Base Cap i Drill-Tec #14 with Drill-Tec 3 One ortwo Plies Ruberoid 20 Smooth, Ruberoid Min. 19/32-inch Optional) One or Min. 0.25-inch in. Pjbbed Galvalume Plate Mop Smooth, Ruberoid Mop Smooth 1,5 or EverGuard TPO FS Ultra W-30. plywood at max 2 ft more layers, any SECUROCK Gypsum- Flat) or Drill-Tec AccuTrac I per 1.78 ft' Ruberoid Mop Plus Smooth in hot asphalt or in hot asphalt or GAF 2- -60,0 spans combination Fiber Roof Board Flat Plate One or two plies Ruberoid HW 25 Smooth or Part, spatter -applied Ruberoid HW Smooth, torch -applied Min. 19/32-inch Optional) One or Min. 0,25- inch i 1,,,, 1.33 ft' IW-31, plywood at may 2 ft more layers, arry SECUROCK Gyps.m I Drill-Te, #12 with D611-Tec 12 pans per4 x 4 EverGuard FPO FB UltraNone -82,5 spans combination Fiber Roof Board ActuTrac Flat Plate ft board in hot asphalt Exterior Research and Design, U.C. d/b/a TrinitylERD Evaluation Report 01506.09.05-RI9 for FL5293-RI8 Certificate of Authorization #95(8 Revision 19:09/25/2015 Prepared by. Robert Nierninen, PE-59166 Appendix 1, Page 10 of 83 TRINITY ERD TABLE 1E* WOOD DECKS -NEW CON5TRUCttOt4oFtREROOF(TE4Ft-OFF) I SYSTEM TYPE C-2: PLATE-SCIINDEDROOF COVER I syste- Deck Attachment No. See No* 1) Insulation Layer Roof Cover lMDP (psf) Fastetwrs spacing Min. 15/32-inch plywood one or more layers, any Drill-Tec: 414 (min. 1-inch EverGuard TPO bonded to Drill-Tec Rhinogond W-32, atop nominal 2 x8 inch combination, preliminarily embedment) and Drill-Tec TPO XHD Plates or Drill-Tec Rhinogond TPO XHD lumber supports spaced attached (Tread Safe = min, RhnoBorid TPO XHD Plates or Drill- 12-inch oc. alongwood supports, 96-inch o.c. I Tread Safe Plates with RhinoBond Portable 30.0 max. 96-inch o.c. 2-inch thick Insulation) Tec RhinoBond TPO XHD Tread Safe Bonding Tool, per manufacturer's published Plates through to wood supports instructions. Drill-Tec 414 (min. 1-inch EverGuard TPO bonded to DrW-Tec RhinogondMin. 15/32-tech plywood one or more layersany embedment) and Drill-Tec TPO XHD Plates or Drill-Tec RhinoBoricl TPO XHD W- 33. atop nominal 2 x 8 inch combinationpreliminarily RNnOgDnd TPO XHD Plates or Drill- 24-inch o.c. along wood supports, 49-inch ox. Tread Safe Plate,, with RhinoBord Portable 37,5 I umbersupportsspacedattached (Tread Safe = min. max, 49- inch o.c. 2-inch thick insulation} Tec RhmoSond TPO XHD Tread Safe Bonding Tooi, per manufacturer's published i Plates through to wood supports instructions. Drill-Tec # 14 Fastener and Drill- I per 2,67 ftz (12parts per 4 x 9 ft board) EverGuard TPO bonded to Drill-TecRhirio6ond 15/32- inch One or more layers, any Tec Rhinogond TPO XHD Plates or Fasteners are 6, 24- and 42-inches from TPO XHD Plates or Drill-Tec Rhinogond TPO XHDMin, W-34. plywood; 24- inch span combination, (Tread Safe Drill-Tec Rhinogond TPO XHD the board's long e and 12-60- and edge 36- Tread Sat Plates with Rhinogond Portable 52.5 min. 2- inch) Bonding Tool, per manufacturer's published Tread SafePlates84-inches from the board's short edge. instructions. Min, 15/ 32-inch plywood Optional) One or more Drill-Tec # 14 (min. 1-inch EverGuard TPO bonded to Drill-Tec Rhinogond over nominal No. 2 wood layers, any combination, embedment) and Drill-Tec TPO XHD Plates or Drill-Tec Rhinogond TPO XHD W-35, trusses spaced max. 24- prefirrinarify attached Rhinogond TPO XHD Plates or Drill- 36-inch oc. along wood supports, 24-inch o.c Tread Safe Plates with RhinoBond Portable 52.5 inch o. c Tread -cafe = min. 2-inch Tec Rhinogond TPO XHD Tread Safe Bonding Tool, per manufacturer's published I thick insulation) t parts Plates throughtowoodsupinstructions. Min. 15/ 32-inch plywood OptionaQ One or more Drill-Tec 414 (min. finch EverGuarc[TPO bonded to Drill-Tec Rhinogond over nominal No. 2 wood layers, any combination, embedment) and Drill-Tec TPO XHD Plates or Drill-Tec Rhinogond TPO XHD W-36. preliminarily attached RhinoBorid TPO XHD Plates or Drill- 24-inch o.c. along wood supports, 24-inch o.c. Tread Safe Plates with Rhinogond Portable 75 O i trusses spaced max. 24- Tread Safe -min, 2-inch Tec RhIhoBond TPO XHDTread Safe Bonding Tod, per manufacturer's published i inch oc. thick insulation) Plates through to wood supports instructions. Min. 15/ 32-inch plywood Optional) one of mom Drill-Tec #14 (min, 14nch EverGuard TPO bonded to Drifl-Tec Rhinogond over nominal No. 2 wood layers, any combination, embedment) and Drill-Tec TPO XHD Plates or drill-Tec Rhinogond TPO XHD W-37. trusses spaced max. 24- preliminarily attached RhinoBond TPO XHD Plates or Drill- 18-inch o.c. along wood supports, 24-inch o.c Tread Safe Plates with RhinoBond Portable 82,5 inch oc. Tread Safe = min. 2-inch Tec Rhinogond TPO XHD Tread Safe Bonding Tod, per manufacturer's published thick Insulation) Plates through to wood supports Instructions, Exterior Research and Design, LLC. djb/a Trinityl ERV Evaluation Report 01506.09.05-R19 for FL5293-1118 Certificate of Authorization #9503 Revision 19:09/25/201S Prepared by_ Robert Nieminen,PE-59166 Appendix 1, Page 11 of 63 TRINITY ERR TABLE IF: WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVERISYSTEMTYPED-1: MECHANICALLY ATTACHED ROOF COVER I System Deck insulation Roof Cover No. See Note 1) Type Attach Membrane Fast.. Attachment MOP (psf1 Min. 19/32-inch plywood at max. 2 ft Optional) One or more Prelim, Drill-Tec 414 Fastener with Drift-Tec 6-inch o.c. within 5 5-inch wide laps spaced 11.4,5-inchW-3& spans layers, any combination attached EverGuard TPO 2 in. Double Barbed XHO Plates oc. and sealed with a 1.75-inch heat weld. 1 -45.0 W- 39. Min- 19132-inch plywood at max. 2 ft Optional) One or more Prelim. EverGuard TPO Drill-Tec #14 Fastener with Drffl-Tec 6-inch o.c. within 5--inch wide laps spaced 55-inch c, c, 52,5 spans layers, any combination attached 2 in. Double Barbed XHD Plates and sealed with a 1.75-inch heat weld. Min. 19/32-inch plywood atop 64nch o.c. within 12-inch wide laps spaced 48-inch o.c. W- 40, supports spaced 2 ft o.c. in the grain- Optional) One ormore Prelim. EverGuard TPO Drill-Tec 414 Fasteners with Drill- and sealed with 1,5-inch heat weld. Fasteners 9TS directionandblocked4Ito.c. in the layers, any combination attached Tec AccuTrac Flat Plates penetrate through the plywood to engage the cross - cross - grain diredion. I I I I I blocking of the deck TABLE 1G: WOOD DECKS —NEW CONSTRUCTION, REROOF(TFAR-OFF)oR RECOVER SYSTEM TYPE D4: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER Dedc insulation taver(s) Base or Andxw Sheet System No. Roof Cover M DIP (psf) Type Attach SeeNote1) Base Fasteners Attach Min, IS/32-inch plywood; 24' One or more layers, GAF StGrmSafe AnchorDrill-Tet #14 Fastener with Drill- 184nch o.c. at min. 4-inch lap EverGuard Freedom W-41. spans any coftination Loose - laid Sheet (Max. 49-inch Tec 3"Steel Plate or Dri&Tec 3 and 184nch o.c. at two, equally -45.0* TPO / self adhered wide) in. Ribbed Galvalume Plate (Flat) spated, staggered center rows Min. 19/324nch plywood; 24* One or more layers, GAF StormSafe, Anchor Drill-Tec #14 Fastener with Drill- 84nch or- at min. 4-inch lap andEverGuard Freedom W-42, spans any combination Loose - laid Sheet (Max. 48-inch Tec 3 in. Ribbed Galvalume Plate 84nch mc. at two, equally 60.0* TPO/ self adhered Flat) spaced, staggered center rows Exterior Research and Design, LLC, d/b/a Trinityl ERD Evaluation Report 01506,09.05-R19 for FL5293-R18 Certificate of Authorization 49503 Revision 19: 09/2 5/2015 Prepared by-, Robert Nieminen, PE-59166 Appendix 1, Page 12 of 83 TRINITY ERD TABLE 1H: WOOD DECKS —NEW C(MSTRUCTIONREftOOF(TtAft-OFF)ORRECOVER SYSTEM TYPE E-Z: NOWNSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck ease shed Roof Cover MDP NO. See Note 1) Base Fasteners Attach Base cap per dl. Min. 19/32-inch GAP StormSafe Anchor Sheet (Max, 32 &a., 1-5/8-inch diameter tin caps with 9-inch oc. at min, 4-inch lap W-43. plywood at max 40-inch wide or lapped to produce 11 ga. annular ring shank nails (new or 940ch o.c. at two, equally None EverGuard 45.0 24"Spans, max. 36-inch wide tap -to -lap spacing) reroof only: no recover) spaced, staggered center rows Freedom TPO Min. 15/324mch GAP StormSafe Anchor Sheet (Max. 32 ga., 1-5/8-inch diameter tin caps with 6-inch o.c. at min. 4-inch lap EverGuardW-" plywooill; 24' 48-inch wide) 12 ga. x L25-inch annular ring shank and 6-inch o.c, at two, equally Norte Freedom TPO 45.0- spans nails (new or reroof only, no recover] spaced, staggered center rows Min. 15/324nch GAP StormSafe Anchor Sheet (Max, Drift-Tec #14 Fastener with Drift-Tec 3 in. 18-inch o.c. at min. 4-inch lap EverGuardW-45, plywood; 24' 49-inch wide] Ribbed Galvalume Plate (Flat) and 18-inch o.c. at two, equally None Freedom TPO 45.0* spans spaced, staggered center rows W-46. Min. 19/32-inch plywood; 24' GAP StormSafe Anchor Sheet (Max. Drill-Tec #14 Fastener with Drill-Toc 3 in. 8-inch o.c. at min. 4-inch lap and Winch ac, at two, equally Norte EverGuard 67,5* 48-inch wide) RibbedGalvalume Plate (Flat( Freedom TPO spans spaced, staggered center rows Min. 19/32-inch GAF StormSafe Anchor Sheet (Max. Dr ifl-Tec #12 or #14 Fastenerwith Drill- 8-inch o.c. at min. 4-inchlap EverGuardW-47. plirwood at max. 24' 40-inch wide or lapped to produce lap Tec 3' Steel Plates or Drift-Tec 3 in. and 84nch o.c. at three, equally None Freedom TPO 105.0* spans max. 36-inch wide -to -lap, spacing) RibbedGalvalume Plate (Flat) spaced, staggered center rows 77777-7 GAFGLAS #75 Base Sheet, Tri-Pty #7S Optional) One or two plies Ruberaid 20 Smooth, Min. 15/32-inch Base Sheet, GAFGLAS 4W Uffima 32 ga,, 1-5/9- inch dia, tin caps with 12 8-inch o.c at min, 4-inch lops Ruberoid Mop Smooth, Ruberoid Mop Smooth i.sor EverGuard W-48. plywood at max. BaseSheet, GAFGLAS Stratavent ga. annular ring shank nails (new or and 8-inch o.c. in two, equally Ruberoid Mop Plus Smooth in hot asphalt or TPO FB Ultra 45.0 24-inch span Nailable Venting Base Sheet, reroof only; no recover) spaced, staggered center rows Ruberoid HW 25 Smooth or Ruberaid HW Smooth, in hot apshalt Ruberoid 20 Smooth torch -applied Optional) One or tv%,o rifies Ruberoid 20 Smooth, Min. 19132-inch GAFGLAS #W Ultima Base Sheet, 32 ga., 1-5/8-inch dia, tin caps with 12 9-inch o.c. at min. 4-inch laps Ruberoid Mop Smooth, Ruberaid Mop Smooth L5 or EverGuard W-49, plywood at max. GAFGLAS Stratavent Nailable Venting ga. annular ring shank nails (rvew or and 94nth ac. in two, equally Wwoid Mop Plus Smooth in hot asphalt ar TPO FS Ultra 45.0 24-inch span BaseSheet, Ruberoid 20 Smooth reroof only; no recover) spaced, staggered center rows Ruberoid HW 25 Smooth or Ruberoid HW Smooth, in hot apshalt torch -applied GAFGLAS #75 Base Sheet, Tri-Ply 475 Optional) One ortwo plies Ruberoid 20 smooth, Min. 15/324nch Base Sheet, GAFGLAS #80 tAtima 32 ga., 1-5/84nch dia, tin caps with 12 6-inch mc, at min. 4-inch laps Ruberoid Mop Smooth, Ruberoid Mop Smooth 1.5 or EverGuard W-50, Wood at max. BaseSheet, GAFGLAS Stratavent ga. annular rhV shank nails (new or and 64nch o.c, in two, equally Ruberoid Mop Plus Smooth in hot asphalt or TPO F 9 Ultra 52.5 24-inch span Nailable Venting Base Sheet, rerooforgy; no recover) spaced, staggered center rows Ruberoid HW 25 Smooth or Ruberoid KW Smooth, in hot apshalt Ruberoid 20 Smooth torch -applied GAFGLAS #75 BaseSheet Tri-Ply #75 Optional) One or two plies Ruberoid 20 Smooth, Min, 15/324nch Base Sheet, GAFGLAS 980 Otima 164nch o.c at 44nch laps and Ruberoid Mop Smooth, Ruberoid Mop Smooth 15 at I EvetGUard W-51. plywood at max. Base Sheet, GAFGLAS Stratavent See Note 2 (#14 ONLY) 164rich o.c. intwo, equally Ruberoid Mop Plus Smooth in hot asphalt or TPO FB Ultra 52.5 24-inch span Nailable Venting Rase Sheet, spaced, staggered center rows Ruberoid HW 25 Smooth of Ruberoid HW Smooth, in hat apshalt Ruberoid 20 Smooth torch-appilied Exterior Research and Design, E.E.C. d/b/a Trinity( ERD Certificate of Authorization 495M Prepared by. Robert Nieminen,PE-59166 Evaluation Report 01506.09.05-R19 for FL5293-RI8 Revision 19:09/25/2015 Appendix 1, Page 13 of 83 TRINITY! ERD TABLE 1H. WOODDECKS—NEWCONSTRUCnONREROOF(TEAtt-OFF)oRREODVER SYSTEM TYPE E-2. NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Root Cover MDP ease Fasteners AttachNa. See Note 1) Base Cap tom) GAFGLAS #75 Base Sheet, Tri-Pty 475 Optional) One or two plies Ruberoid 26 Min. 1SM-inch Base Sheet, GAFGLAS #80 Ultima 124nch o.c. at 44nch laps and Ruberoid Mop Smooth, Ruberoid M4111115 or EverGuard W-52, plywood at max Base Sheet, GAFGLAS Stratavent See Note 2 (#14 ONLY) 12-inch o.c. in two, equally Ruberoid Mop Plus Smooth in hot asphalt or TPO FB Ultra 60,0 244nch span Nailable Venting Base Sheet, spaced, staggered center rows Ruberoid HW 2S Smooth or Ruberoid 4W Smooth, in hot aps halt Ruberoid 20 Smooth torch -applied Optional) One or two plies Ruberoid 20 Smooth, Min. 19M-inch GAFGLAS 480 Ultima Base Sheet, 32 ga-, 1-5/9-inch dia. tin caps with 12 8-inch o.c, at the4-inch lap and Ruberoid Mop Smooth, Ruberoid Mop Smooth 1.5 or EverGuard W-53. plywood at max GAFGLAS Stratavent Nailable Venting ga. annular ring shank nails, (new or 8-inch ox. in three staggered Ruberoid Mop Plus Smooth In hot asphalt or TPO FB Ultra 75.0 24-inch span Base Sheet, Ruberoid 20 Smooth reroofonly; norecover) centerrows Ruberoid KW 25 Smooth or Ruberoid HW Smooth, in hot apshalt torch -applied GAFGLAS #75 Base Sheet, Tri-Ply #75 Optional) One or two plies Ruberoid Min. 15/32-inch Base Sheet, GAFGLAS #80 Ultima 8-inch o.c. at 44nch laps and 8- RuberoidMop Smooth, Ruberoid Mop Smootht 1.5or EverGuard W-54, plywood at max, Base Sheet, GAFGLAS Stratavent See Note 2 (#14 ONLY) inch o.c. in three, equally Ruberoid Mop Plus Smooth it, hot asphalt or TPO FB Ultra 9TS 24-inch span Naffable Venting Base Sheet, spaced, staggered center rows Ruberoid KW 25 Smooth or Ruberoid HW Smooth, in hot apshalt Ruberoid 20 Smooth torch -applied GAFGLAS #75 Base Sheet Tri-Ply #75 EverGuard Min. 15I32-inch Base Sheet, GAFGLAS #80 Ultima 32 ga., 1-5/8-inch dia. tin caps with 12 8-inch o.c. at min. 4-inch laps One or two plies Ruberoid 20 Smooth, Ruberoid TPO FB Ultra W-55, plywood at max, Base Sheet, GAFGLAS Stratavent ga. annular ring shank nails (new or and 94nch ox, in two, equally Mop Smooth, Ruberoid Mop Smooth LS o, Ruberoid in GAF 2-Part, 45,0 24-inch span Nailable Venting Base Sheet, reroof only; no recover) spaced, staggered center rows Mop Plus Smooth in hot asphalt or Ruberoid HW 25 Smooth or Ruberoid HW Smooth, torch -applied spatter- Ruberoid 20 Smooth applied Min, 19/32-inch GAFGLAS #80 Ultima Base Sheet 32 ga_ 1-5/9-inch dia. tin caps with 12 9-inch o.c at min. 44nch laps One or two plies Ruberoid 20 Smooth, Ruberoid TPO FB UltraTPO W-56. plywood at max. GAFGLAS Stratavent Nailable Venting ga. annular ring shank nails (new or and 94nch ox, in two, equally Mop Smooth, Ruberoid Mop Smooth 1.5 or Ruberoid in GAF 2-Part, 45.0 24-inch span Base Sheet, Ruberoid 20 Smooth reroof only; no recover) spaced, staggered center rows M60 Plus Smooth in hot asphalt or Ruberoid Hiv 25 Smooth or Ruberoid HW Smooth, torch-appfied spatter - applied GAFGLAS #75 Base Sheet, Tri-Ply 475 EverGuard Min. 15132-inch Base Sheet, GAFGLAS #80 Ultima 32 ga., 1-5/8-inch dia. tin caps with 12 64nch o.c. at min. 4-inch laps One ortwo plies Ruberoid 20 Smooth, Ruberoid TPO FB Ultra W-57. plywood at max. Base Sheet, GAFGLAS Stratavent ga. annular ring shank nails (new or and 64nch o.c. in two, equally MOP Smooth, Ruberoid Mop Smooth 1.5 0 Ru oi in GAF 2-Part, 52.5 24-inch span Naitable Venting Base Sheet, reroof only; no recover) spaced, staggered center — MOP Plus Smooth in hot asphalt or Ruberoid HW 25 Smooth orRuberoid HIN Smooth, torch -applied spatter- Ruberoid 20 Smooth applied GArGLAS 975 Base Sheet, Tri-PIV #75 EverGuard Min. 15/124nch Base Sheet, GAFGLAS 980 Ultlma 164tich ox. at 4-inch laps and One ortwo plies Ruberoid 20 Smooth, Ruberoid TPO FB Ultra W-Sa. plywood at max Base Sheet, GAFGLAS Stratavent See Note 2 (#14 ONLY 164nch ci.c. in two, equally Mop Smooth, Ruberoid Mop Smooth 1,5 or Ruberoid in GAF 2-Part, 52.5 24-Inch span Nailable Venting Base She, Shea spaced, staggered center rows Mop Plus Smooth in hot asphalt or Ruberoid HW 25 Smooth or Ruberoid WitSmooth, torch-appiled spatter- Ruberoid 20 Smooth applied GAFGLAS #75 Base Sheet, Tri-Ply#75 EverGuard Min. 15/12-inch Base Sheet, GAFGLAS #80 Ultima 12 inch o.c. at 4-irch laps and One at two plies Ruberoid 20 Smooth, Ruberoid TPO FS Ultra W_59. plywood at max, Base Sheet, GAFGLAS Stratavent See Note 2 (#14 ONLY) 12-inch o.c. In two, equally Mop Smooth, Ruberoid Mop Smooth 1,5 or Ruberoid in GAF 2-Part, 6o.0 24-inch span Nailable Venting Base Sheet, spaced, staggered center rows Mop Plus Smooth in hot asphalt or Ruberoid HW 2S spatter- Ruberold 20 Smooth Smooth or Ruberoid KW Smooth, torch -applied applied Exterior Research and Design, U.G. d/b/a Trinityl ERD Evaluation Report 01506.09.05-RI9 for R5293-RI8 Certificate of Authorization 49503 Revision 19:08/25/2015 Prepared by. Robert Nieminen,PE-59166 Appendix 1, Page 14 of 83 INITY ERD TABLE 1H- WOOD DECKS—NEWCCt4SMUCTION,REFtOOF(TtAFt-OFF)ost RECOVER SYSTEM TYPE E-2: NOWINSULATED, MECHANICALLY ATTACHED SASE SHEET, BONDED ROOF COVER System Deck Base Sheet Rod Cover MDP NO. See Note 11 Base Fasteners Attach Base cap psQ EverGuard Min. 19/32-inch, GAFG LAS 480 Uftima Base Sheet, 32 ga., 1-5/8-inch dia. tin caps with 12 8-inch o.c. at the 4-inch lap and One or two plies Rub rokf 20 Smooth, Ruberoid 8 'taTirpfAW-60 plywood at max. GAFGLAS Stratavent Nailable Venting ga. an nufar ring shank nails (new or 8-inch o.c. in three staggered Mop Smooth, Ruberad Mop Smooth 1.5 or Ruberoid GAF 2 . 1, 75,0 24-inch span Base Sheet, Rubercid 20 Smooth rerocrf only; no recover) center tows Mop Plus Smooth in hot asphalt or Ruberoid HW 2S spatter - Smooth or Ruberoid HW Smooth, torch -applied applied GAFGLAS #75 Base Sheet, Tri-Ply 975 EverGuard Min. 15/32-inch Base Sheet, GAFGLAS #80 Ultimo 8-inch o,c. at 4-inch laps and 8- One ortwo plies Ruberoid 205mooO,fluberold TPO FR Ultra W-61, plywood at max Base Shea, GAFGLAS Stratavent See Note 2 (4114 ONLY) inch o.c. In three, equally Mop Smooth, Ruberoid Mop Smooth I.S or Ruberoid in GAF 2-Part, 97.5 24-inch span Nailable Venting Base Sheet, spaced, staggered center rows Mop Plus Smooth in hot asphalt or Ruberoid HW 25 Smooth or Ruberoid HW Smooth, torch -applied spatter - Rube roid 20 smooth applied Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report 01506.09.05-R19 for FL5293-RlB Certificate of Authorization #9503 Revision 19:09/25/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1, Page 15 of 93 f, TRINITY ERD TABLE 2A-1: STEEL.OR CONCRETE DECKS -NEW CONSTRUCTION, REROOF (TF.OX-OFF) OR RECOVER SYSTEM TYPE 0-1: MECHANICALLYATTACHED BASEINSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer No. See Note lj Type Fasten Attach Type Attach Roof Cover ( Adhesive MDP (psf) 5 1' Min. 22 a., T e, GradegType Mfn.1.5 inch x Mtn 0.5-inch EnergyGuard RH HD Pofyisa Insulation, 08500 or EverGuard Freedom 33 steel orstruct cone. EnergYGuard PH See Note 2 1 per 2 ft HD Polyiso Insulation, EnergyGuard HD LRF-M T PO Jself adhered 37.5* PlusEnergyGuardPitsPofyisainsulation Min. 22 ga., Type B, Grade 1 per2.9 Min. 0.54nch ErrergyGuard RN HD Polyiso Insulation, 0$500 or EverGuard freedom5Z. 33 steel or struct cone. Min. 2-inch EnergyGuard FIR Note 2 ftx EnergyGuard HD Polyiso Insulation, EnergyGuard HD LRF-M TPO / self adhered 375* Plus Polyiso insulation S- 3. Min. 22 ga., Type B, Grade Min 1-5-inch EnergyGuard RA See Note 2 1 per 2 fix Min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board OB500 or GAF EverGuard Freedom 33 steel or struct cone. EnergyGuard RN or EnergyGuard RH 2-Part, CR-20 TPO/ self adhered S 4 Min. 22 ga., Type B, Grade Min 2-inch EnergyGuard RA, See Note 2 1 per 4 ft x Min. 0.25-inch SECUROCKGypsum -Fiber Roof Board OB500 or GAF EverGuard Freedom 45. 0* 33steelorstructconeEnecardRNorEnergyGuardrgvGrgyGuardRH2-Part, CR-20 TP0/ self adhered S 5' Min. 22 a, Type B, Grade gMin IS -inch EnergyGuard rgyGuardPolyiso x Acicitional optional layers, min. O.S-inch base insulation 08500 or EverGuard Freedom 33 Steel or struct cone. Insulation, EnergyGuardSee UltraNate 2 1 per 2 ft by Min. 0 25 Inch SECUROCK Gypsum -Fiber LRF-M TPO/ self adhered a 45.0* RofBfollowedRoofBoardi S- 6. Min 22 a., T B, Grade gTypeMin 2-inch EnergyGuard Po gyGx Additional optional layers, min. 0.5-inch base insulation 08500 or EverGuard Freedom 1 33 steel or Strt3it cane. Insulation, EnergyGuard Ultra See Note 2 1 per 4ft followed by Min. 0.25-inch SECUROCK Gypsum -Fiber LRF-M TPO/ sell adhered 45.0* Roof Ord 5 7, Min. 22 a., T B, Grade gTypeMin 1.5-inch Ene Guard Polyiso yG Y See Note 2 1 per 2 ft2 Additional optional layers, min. 0-5-inch base insulation 09500, LP.F. M, GAF 2- Freedom i 45.0* 33steelorstructcone_ Insulation, EnergyGuard Ultra TPO/ self TPO/ self adhered i Part, CR-20 S 8. Mtn. 22 g a.. Type B, Grade Mire 2-inch En EnergyGuardPohiso See Note 2 L per 4 ftx Additional optional layers, min. O.S-inch base insulation OB500, LRF GAF 2- EverGuard Freedom 45. 0* 33heelorstructtans, Insulation, EnergyGuard Ultra Pa z FPO/ self adhered Part, CR-20 f S- 9. Min. 22 ga., Type B, Grade Min 2-inch EnergyGuard Polyiso See Note 2 1 per 2 ftx Min. 0,25-inch SECUROCK Gypsum -Fiber Roof Board LRF- M, 00500 or GAFFreedomred_52.5 33feelorstructconeInsulator, EnergyGuard Rl ITPO/ self FPO/ self adhered 2- Part, CR-20 5- 10. Min. 22 ga., Type B, Grade Min. 24nch EnergyGuard RA See Nate 2 1 per 1.6 Min. 4.25 inch 5ECUPC)CK Gypsum -Fiber Roof Board 08500 or GAF EverGuard Fr eedom0 33steelorstructcone. EnergyGuaM RN or EnergyGuard PH ftx 2-Psri, CR-20 TPO/ self adhered w G[ iAIRtL"i E!` 5- 11. Min. 22 ga., Type B, Grade Min.1.54rich EnergyGuard RA or See Note 2 1 per t it? Additional layers of base insulation Hot asphalt EverGuard TPO 1 r11121, 45.0* 33steelorstructcone. EnergyGuard RN W8181 5- 12. Min. 22 ga., Type B, Grade Min. 2-inch EnergyGuard RA or See Note 2 1 per 4 ft xAdditional layers afbase insulation Hot asphalt EverGuard TPO 191121, 45. 0* 33steelorstructcone. EnergyGuard RNW8191 S 13: Min. 22 ga., Type B, Grade Min.1.5-inch EnergyGuard RA, see Note 2 I per 3.2 Min. 0.25-Inch Dens Deck Prime or SECUROCK Gypsum- OB500 EverGuard TPO / k1121, 37.5 33steelorstructcone. EnergyGuard RN, EnergyGuard PH ft' Fiber Roof Board W0181 or L-VOC Exterior Research and Deslgn, LLC. d/b%a Trinity) EPD Evaluation Report 01506.09.05-RI9 for FL5293-R18 Certificate of Authorization 49503 Revision 19: 09/25/2015 Prepared bye Robert Nieminen, PE-59166 Appendix 1, Page 16 of 83 J" TRINITY ERD TABLE ZA-1- STEELOR CONCRETE DECKS -NEW CONSTRUCTION, REROOF(Tem-OFr) OR RECOVER SY5TEMIYPES-1: IMECHANICALLYATTACHED, BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer NO. See Note 1) Type Fasten Attach Type Attach Roof Cover Adhesive MOP (psf) S-14. Min. 22ga., Type 8, Grade Min. 1.5-inch EnergyGuard RH See Note 2 1 per 2 it Min. 0,54nch EnergyGuard RH HO PWso Insulation, EnergyGuard HD Polyiso Insulation, EnergyGuard HD 08500 or EverGuard TPO / #1121, 3T5* 33steelorstructconc. Plus Polyiso Insulation LRF-M W8181 or L-VOC Min. 22 ga,, Type B, Grade I per 2 905500 Min. 0.5-inch EnergyGuard R14 HD Polyiso insulation,EverGuard orTPO / #1121, S-15. 33 steel or struct conc. Min. 2-inch EnergyGuard RH See Note 2 ftz EnergyGuard HD Polyisti Insulation, EnergyGuard HLRF- M WBI81 or L-VOC 37.51 I Plus Polyiso Insulation 5- 16. Min. 22 ga., Type 8, Grade Min- 1.5-inch EnergyGuard Polviso See Note 2 2 1per2itOne or more layers of Base Insulation or min. O-inch ORSOO or GAF EverGuard TPO #1121 45,0* 33steelorstructcone. Insulation, EnergyGuard Ultra thick Dens Deck 2-Part, CR-20 S- 17. Min. 22 ga., Type B, Grade min. 0,54nch Dens Deck See Note 2 1 per 2 It' One or more layers, min. 1.5-inch EnergyGuard Polviso 08500 or GAF EverGuard TPO #1121, 45.0- 33steelorstructconc. Insulation, EnergyGuard Ultra 2-Part, CR-20 WB181 Min. 1.5-inch EnergyGuard PolViso S- 18. Min, 22 ga., Type 9, Grade Insulation, EnergyGuard Ultra, See Note- 2 1 per 2 ft' Min. 0.5-inFiber Base HD1, Fiber Base HOE 09500 EverGuard TPO 45.0' 33 steelorstructconc. EnergyGuardRA, EnergyGuard RN, W8181 EnergyGuard RH S_19 Min, 22 ga,, Type B, Grade Min. 1.5-inch EnergyGuard RA, See Note 2 1 per 2 ft2 Min. 0,5-4nch Structodek High Density Fiberboard Roof 08500 EverGuard TPO #1121 45,0* 33 steelorstructcone. EnergyGuard RN, EnergyGuard RH insulation or L-VOC Min, 22 ga., Type 9, Grade Min I.54nch EnergyGuard Polviso Additional optional layers, min. 0.5- inch base insulation 08500 or EverGuard TPO 41121 33 steel or struct conc. Insulation, EnergyGuard Ultra See Note 2 1 per 2 ft2 followed by Min. 05-inch Structodek High Density LRF-M or L-VOC 45.0* Fiberboard Roof Insulation S-21. Min. 22 ga., Type B, Grad e Min 2-4nch EnergyGuard Pa See Note 2 1 4 ft2 Additional optional layers, min. 0.5-inch base Insulation followed by Min. 0.5-inch Structodek OSSW or EverGuard TPO #1121 33 steel or struct conc. Insulation, EnergyGuard Ultra per High Density LRF-M or L-VOC 45,0* Fiberboard Roof Insulation S-22. Min, 22 ga., Type 8, Grade Min 1.5-inch EnergyGuard RA, See Note 2 1 per 2 fe Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- OBSOO or GAF EverGuard TPO 1 #1121, 33 steel or struct cone. EnergyGuard RN or EnergyGuard RH Fiber Roof Board 2-Part, CR-20 W6181 or L-VOC S-23. Min. 22 ga., Type 8, Grade Min 2-inch EnergyGuard RA, See Note 2 1 per 4 It' Min. 015-inch Dens Deck Prime or SECUROCK Gypsum- 08500 or GAF EverGuard TPO / $f1121, 45.0* 33 steelorstructcane- EnergyGuard R14 or EtiergyGuard RH FiberRoof8oard 2-Part, CR-20 W8181 or L-VOC S-24. Win. 22 ga., Type 8, Grade Min 1.5-inch EnergyGuard Polylso See Note 2 1 per 2 ft2 Min. 0.25-Inch Dens Deck Prime or SECUROCK Gypsum- OGSW or EverGuard TPO 1 #1121, 45.0* 33 steelorsbixtconc. Insulation, EnerpGuard Ultra Fiber Roof Board LRF-M W8181 at L-VOC Min. 22 ga., Type 8, Grade Min 2-inch EnergyGuard Polyiso, See Note 2 1 per 4 ft' Min, 0.2S-inch Dens Deck Prime or SECUROCK Gypsum- OBSOO or EverGuard TPO / #1121, 45.0* 33 steelorstructconc. Insulation, EnergvGuard Ultra Fiber Roof Board LRF-M W8181 or L-VOC S-26. Min. 22 ga., Type 8, Grade Min 13-mch EnergyGuard Polyiso See Note 2 1 per 2 ft2 Additional optional layers, min. 0,54rch base Insulation 09500, LRF- M, GAF 2- EverGuard TPO I # 112 1, 45.0* core.33 steelorstructco- Insulation, EnergyGuard Ultra W8181 or L-VOC Part, CR-20 S-27 Min. 22 ga., Type B, Grade Min 2-Inch EnergyGuard Polyiso See Note 2 1 per 4 it' Additional optional layers, min. 05-irch base insulation 08500, LRF- M, GAF 2- EverGuard TPO 1 #1121, 45Z* 33 steelorstructconc. Insulation, EnergyGuard Ultra W8181 or L-VOC I I I i Part, CR-20 Exterior Research and Design, LLC. d/b/a Trinityl ERO Evaluation Report 01506.09.05-RI9 for FL5293-RlS Certifkate of Authorization 0503 Revision 19:09/25/2015 Prepared by: Robert Nierninen, PE-59166 Appendix 1, Page 17 of 83 J TRINITY ERD TABLE 2A-1: STEEL OR CONCRETE DECKS -NEW CONSTRUCTION, RfROOF (TENT -OFF) oft RECOVER SYSTEMTYPES-1: MECHANICALLYATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer NO. See Note 1) Type Fasten Attach Type Attach Roof Cover/ Adhesive MOP (Psf) S-28, Min- 22 ga., Type B, Grade Min 2-inch EnergyGuard Polyiso See ft2 MM, LRF , LR EverGuard TPO ttii2i i 33 steel or struct conc. Insulation, EnergyGuard RH Note 2 1 Per 2 Min. 0.25-inch SECURCICK Gypsum -Fiber Roof Board Ci or09500or GAFBS()o or L -VOC 52.5 2 -Part, CR-20P., CS S-29. Min. 22 ga. Type3, Grade Min. 2-inch EnergyGuard RA See Note 2 1 per 1.6 2 Min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board 08500 or GAF EverGuard TPO 91121, 60'033steelorstructconc. EnergyGuard FIN or EneTyGuardRH ft 2-Part, CR-20 WB181 or L-VOCMin. 22 ga, Type 8, Grade Min. 2-inch EnergyGuard PolyisoI per 1.33 OBSOO or GAF EverGuard TPO 112 1, S-30, 13 steel or struct conc. Insulation, EnergyGuard RA, See Note 2 It 2Min. 01S-inch SECUROCK Gypsum -Fiber Roof Board 2-Part, CR-20 WB181 or L-VOC 60,0 EnergyGuard RH or EnergyGuard RN Min. 22 ga., TypeB, Grade Min. 2-Inch EnergyGuard Polyiso I per 1.33 EverGuard TPO / #1121, S-31. 13 steel or struct conc. Insulation, EnergyGuard RA or See Note 2ft2 Min, 0.25-inch SECUROCK Gypsum -Fiber Roof Board LRF_M WB181 or L-VOC 60.0 EnergyGuard FIN S-32. Min. 22 ga. Type 8, Grade Min 1.5-inch EnergyGuard Polyiso See Note 21 per 2 * 2 Additional optional layers, min. 0.5-inch base insulation OBSOO EverGuard TPO FS Ultra 45.0* 33 steelornjctconc. Insulation, EnergyGuard Ultra W8181 S-33. Min. 22 ga., Type 9, Grade Min 2-inch EnergyGuard Polyiso, See Note 2 1 Per 4 ft2 Additional optional layers, min. 05-inch base insulation 08500 EverGuard TPO FB Ultra 45,0* 33 steelorstructconc. Insulation, EnergyGuard Ultra W8181 S-34. Min. 22 ga., Type 9, Grade Min. 1.S-inch EnergyGuard RA, See Note 2I per 3,2 Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- 08500 EverGuard TPO FR Uhra 375* 13 steelorstructconc. EnergyGuard FIN, EnergyGuard RH ft2 Fiber Roof Board WS181 Min. 1, 54och EnergyGuard Polyiso S-35. Min. 22 ga, Type B, Grade insulation, EnergyGuard Ultra, See Note 2 1 Per 2 ft Min, 01S- inch Dens Deck Prime or SECUROCK Gypsum- OBS00 EverGuard TPO F8 Ultra 33 steel or struct conc. EnergyGuard FA EnergyGuard RN, Fiber Roof Board wB181 EnergyGuard RH S-36. Min. 22 ga., Type B, Grade Min 2-inch EnergyGuard Potyiso ft2 min. 015-inch Dens Deck Prime or SECUROCK Gypsum- EverGuard TPO FR Ultra 33 steel or struct cone, Insulation, EnergyGuard Ultra See Note 2 1 per 4 Fiber Roof Board 08500 1 W8181 45.0* Min. 22 ga ., TypeB, Grade Min. 2-inch EnergyGuard Polyiso pert.33 EverGuard TPO F8 Ultra 5-37. 33steelorstructconc. Insulation, EnergVGuard PA, See Note 2Min. 0.2S-inch SECUROCK Gypsum-Rber Roof Board OBSOO W3181 60.0 EnergyGuard RHor EnergyGuard RN 5-38. Min. 22 ga., Type B, Grade Min 1.5-wmAch EnergyGuard Polyiso See Note 2 1 per 2 #2 Additional optional layers, min. 0.5-inch base Insulation LRF-M EverGuard TPO FB Ultra 45.01 33 steel orstructconc. Insulation, EnergyGuard Ultra W8181 5-39, Min. 22 ga, Type B, Grade Min 2-inch EnergyGuard Pcitylso See Note 2 1 per 4 ft, Additional optional layers, min. 0.54nch base insulation LRF-M EverGuard TPO F8 Ultra 45.0* 33 steel orstructconc. Insulation, EnergyGuard Ultra W3181 S-40. Min, 22 ga, Type 8, Grade Min 1.5-inch EnergyGuard Polyiso See Note 2 1. per 2 ft2 Mini 0.254nchDens Deck Prime or SECUROCK Gypsum- LPF-M EverGuard TPO FB Ultra 45 0* 33 steel or structconc. Insulation, EnergyGuard Ultra Fiber Roof Board W3181 S-41, Min. 22 ga, Type B, Grade Min 2-inch EnergyGuard Polyiso See Note 2 1 peril Ft2 Min, O.25-inch Dens Deck Prime or SECUROCK Gypsum- LEF-M EverGuard 7P0 FB Ultra 45,0* ! 33 steel or structconc. Insulation, EnergyGuard UltraFiber Roof Board Exterior Research and Design, U.C. d/b/a Trinityl ERD Evaluation Report 01506.09.05-RI9 for FL5293-RIS Certificate of Authaization 49543 Revision 19: 09/25/2015 Prepared by* Robert Nieminen, PE-59166 Appendix 1, Page 18 of 83 J TRINITY, ERD TABLE ZA4. STEEL OR CONCRETE DECKS- NEW CONSTRUCTION, REROOT (TEAa-OFF) oq RECOVER SYSTEM TYPE S-1: ME04APSCALLYATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER systern Deck Base Insulation Layer Top Insulation Layer NO. See Note 1) Type Fasten Attach Type Attach Roof Cover (Adhesive MDP (PA Min, 22 ga, Type 8, Grade min. 24nch EnergyGuard Polyiso I per1.33 FyorGti-rd TPO FA ftaS-42. 33 steel or struct conc. Insulation, EnergyGuard RA or See Note 2 fe Min- 0.25-inch SECUROCK Gypsum -Fiber Roof Board LRF-M W9181 60.0 EnergyGuard AN S-43. Min. 22 ga, Type B, Grade Min 15-inch EnergyGuard Potyiso SeeNote 2 1 per 2 ft' Additional optional layers, min05-inch base insulation GAF 2-Part, EverGuard TPO FB Ultra 45. 0* 33steelorstructconc. Insulation, EnergyGuard Ultra CR-20 WBIB1 S- 44 Min. 22 ga, Type 8, Grade Min 2-inch EnergyGuard Polyiso See Note2 1 per 4 *1 Additional optional laymin05-inch base insulation layers; . , GAF 2-Part, EverGuard TPO FS Ultra-4S.O* 33 steel orstructconc. Insulation, EnergyGuard Ultra CR-20 Walai Min. 22 &a ' Type 8, Grade Min. 2-inch EnergyGuard Polyiscr 1 per 133 GAF 2-Part, EverGuard TPO F8 Ultra S-45. 33steelorstructcone. insulation, EnergyGuardRA, See Note 2 It 2 Min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board CR-20 W6181 60,0 EnergyGuard AN or EnergyGuard AN S-46. Min, 2 2 ga., Type9, Grade Min 1.5--inch EnergyGuard Polyiso See Note 2 1 per 2 ftz Min, 0.254nch Dens Deck Prime or SECUROCK Cypsum- OB500 EverGuard TPO FB Ultra LRF-M or LRF-0, 12- 45.0* 33 steel orstructconc. Insulation, EnergyGuard Ultra Fiber Roof Board inch ac. S-47. Min, 22 ga, Type 9, Grade Min 24rich EnergyGuard Polyiso See Note 2 1 per 4 ft 2 Mln 0.25-inch Dens Deck Prime or SECUROCK Gypsum- 08500 EverGuard TPO F 8 Ultra ILRF-M or LRF-O, 12- 45.0* 33 steel orstruckconc. Insulation, EnergyGuard Ultra Fiber Roof Board inch 0.c' Min, 22 ga., Type 8, Grade Min, 2-inch EnergyGuard Polyiso I per 3, 2 optional layers of mitt 0.5-Inch base insulation I EverGuard TPO F8 Ultra S-4& 33 steel or struct cone. insulation, EnergyGuard RH, See Note 2 ftl followed by Min, 0.25-inch Dens Deck Prinv or 08500 LRF-M or LRF-O, 4-inch WO* EnergyGuard AN SECUROCK Gypsum -Fiber Roof Board Min. 1.5- inch EnergyGuard Polyiso Optionallayers of min. 0.54nch base insulation EverGuard TPO F8 Ultra S-49, Min. 22 ga. Type 8, Grade33 steel or struct conc. Insulation, EnergyGuard RH, See Note 2 1 per 2 ft 2 followed by Min. 0.25-inch Dens Deck Prime or 08500 f LRF-M or LRF-0, 4-inch 45,0* ErrergyGuard AN SECUROCK Gypsum - Fiber Roof Board Min. 22 ga, Type 8, Grade Min. 2-inch EnergyGuard Polyiso I per 2.9 optional layers of min. 0.54nch base insulation EverGuard TPO FS Ultra S-50. Insulation, ErtergyGuard RH, See Note 2 2 followed by Min. 015-inch Dens Deck Prime or 09500 LRF-M or LRF-O, 4-inch 45.0* 33 steel or structcone. EnergyGuard AN it SECUROCK Gypsum -Fiber Roof Board OX. Min. 22 ga, Type 8, Grade Min. 2-inch EnergyGuard Potyiso 1 per 1.33 EverGuard TPO 18 Ultra S-51. Insulation, EnergyGuard PA, See Note 2 Min, 0.25-inch SECURDO(Gypsum-Fiber RoofBoard 08500 LRF-M or LRF-O, 4-inch 60.0 33 steel or structconc. EnergyGuard AN or EnergyGuard AN ft2 O.0 5-52, Min, 22 ga, Type B, Grade Min IS -inch ErvergyGuard Polyisd See Note 2 1 per 2 ft 2 min. 0.25-Inch Dens Deck Prime or SECUROCK Gypsum- LPF-M EverGuard TPO FB Ultra LRF-M or LRF- O, 12- 45-0* 33 steel or structconc. Insulation, EnergyGuard Ultra Fiber Roof Board I inch o,c. Min, 22 ga, Type 9, GradeMin 2-inch EnergyGuard P*iso Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- EverGuard TPO FR U hra 13 steel orstruct conc, insulation, EnergyGuard Ultra see Note 2 1 per 4 ft' Fiber Roof Board LRF-M LRF-M or LRF-O, I 45.0* inchac. Exterior Research and Design, LLC. d/b/a TrmityjERID Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 01506.09, 05-RI9 for FL5293-RI8 Revision 19:08/25/ 20IS Appencim 1, Page 19 of 83 TRINITY ERD TABLE2A-1: STEELOR CONCRETE DECKS -NEWCONSTRUCTION, REROOF (TEAR -OFF) oR RECDVER SYSTEM TYPE B-1: K4ECHANICALLYATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer TOO Insulation Layer No. See Note 1) Type Fasten Attach Type Attach Roof Cover / Adhesive MOP (psf) Min, Z2 ga, Type8, Grade Min. 2-inch EnergyGuard Poyiso I per 3.2 Optional layers of min. 0.S4nch base insulation EverGuard TPO FB Ultra S-54. 33 steel or strict conc. Insulation, EnergyGuard RH, See Note 2 followed by Min. 0.25-inch Dens Deck Prime or LRF-M LRF-M or LRF-0, 4-inch 30,0* EnergyGuard AN SECUROCK Gypsum -Fiber Roof Board O.0 Min. 22 ga., Type8, Grade Min. 1.5-inch EnergyGuard "iso Optional layers of min- 0.54nch base insulation EverGuard TPO FB Ultra 5-55, 33 steel or struct cote. Insulation, EnergyGuard AM, See Note 2 1 per 2 ft'r followed by Min. 0.25- inch Dens Deck Prime or LRF-M I LRF-M or LRF-O, 44rch 45.0* I EnergyGuard AN I SECUROCK Gypsum -Fiber RoofBoard 01c. Min. 22 ga, Type 8, Grade Min. 24rch EnergyGuard Polyko 1 per 2.9 Optional layers of min- 0.S4nch base insulation FverGuam TPO F8 Ultra S-56. 33 steel or struct conc. insulation, EnergyGuard RH, See Note 2 ft2 followed by Min. 0,25-Inch Dens Deck Prime or LRF-M LRF-M or LRF-O, 4-inch 45.0* EnergyGuard AN SECUROCK Gypsum -Fiber Roof Board 0.(!. Min, 22 ga., Type 8, Grade Min. 24rich EnergyGuard Polyiso 1 per 1.33 EverGuard TPO F8 Ultra S-S7. 33 steel or strictconc. Insulation, EnergyGuard RA or See Note 2 ftZI Min. 0.25--inch SECUROCK Gypsum -Fiber Roof Board LRF-M LRF-M or LRF-O, 4-inch 60.0 1 EnergyGuard AN O.0 Min. 22 ga Type 8, Grade Min. 24nch EnergyGuard Poiytso 1 per 3.2 Optional layers of min. 0.5-inch base insulation GAP 2-Part, EverGuard TPO FB Ultra S-5& 13 steel or struct conc. Insulation, EnergyGuard RH, See Note 2 ft2 followed by Min. 0,25-inch Dens Deck Prime or CR-20 LRF-M or LRF-O, 4-inch 40,0 EnergyGuard AN SECUROCK Gypsum -Fiber Roof Board 0.e- Min. 22 ga, Type 8, Grade Min. 15-inch EnergyGuard P*iso Optional layers of min. 35-inch base insulation GAF 2-Part, EverGuard TPO FB Ultra 33 steel or struct conc. Insulation, EnergyGuard RH, See Note 2 1 per 2 ft2 followed by Min. 025-Inch Dens Deck Prime or CIR-20 I LRF-M or LRF-O, 4-inch 45L* EnergyGuard AN SECUROCK Gypsum -Fiber Roof Board Min, 22 ga Type 8, Grade Min. 2-inch EnergyGuard Polyiso I per 2.9 Optional layers of min. 0.54nch base insulation GAF 2-Part, EverGuard TPO F8 Ultra 5_60. 33 steel or wuct conc. Insulation, EnergyGuard RH, See Note 2 ft2 followed by Min. 0,25-inth PrimeDensDeck or CR-20 LRF-M or UIP-0, 44ach 45.0- EnergyGuard AN SECUROCK Gypsum -Fiber Roof Board 01c, Min. 22 ga , Type 9, Grade min. 2-Inch EnergyGuard Polylso I per 1-33 GAP 2-Part, EverGuard TPO F8 Ultra S-61. 33 steed or ruct cone. Insulation, EnergyGuard RA, See Note 2 Min. 0,25-irch SECUROCK Gypsum -Fiber Roof Board CR-20 LRF-M or LAP-0, 4-inch 60.0 EnergyGuard RH or EnergyGuard AN it{ i?3T+OElt'11tt tAsa1`2AAtrEnrE 777-'717 Min. 22ga,Type8,Gra& Min. 2-inch EnergyGuard Polyiso I per 3 2 Optional layers of min. OS4nch base Insulation EverGuard TPOi FB Ultra5-62, 33 steel or'struct conc. Insulation, EnergvGvard RH, See Note 2 ft2 followed byMin. 015-inch Dens Deck Prime or OBSOG GAP 2-Part, spatter 30.0* EnergyGuard AN SECUROCK Gypsum -Fiber Roof Board Min, 22 ga., Type 9, Grade Min. 1,S4nch EnergyGuard Polyiso Optionaf layers of min. 0.54nch base Insulation EverGuard TPO FB UltraS-61 33 steel or struct cone, Insulation, EnerVGuard RH, See Note 2 1 per 2 It" followed by Min. 0.25-'inch Dens Deck Prime or 09500 GAF 2-Part, spatterEnergyGuardANSECUROCKGypsum -FiberRoofBoard Min. 2-inch EnergyGuard Polyiso Optional layers of min. 0,54nch base insulation 5-64. Min. 22 ga, Type 9, Grade Insulation, EnergyGuard RH, See Note 2 1 per 2.9 ft2 followed by Min. 0.25- inch Dens Deck Prime or 08500 EverGuard TPO FB Ultra 45.0* strict conc. 31 steel or EnergyGuard AN SECUROCK Gypsum -Fiber Roof Board GAP 2-Part, spatter Min. 22 ga, Type 8, Grade Min 24nch EnergyGuard Polyiso See Note 2 1 per 2 It" Min, 0.25-inch SECUROCI(Gypsum-Fiber Roof Board 08500 EverGuard TPO FB S2.S33steelorstructconc. Insulation, EnergVGuard RH I GAF 2-Part, Spatter, Ultra Exterior Research and Design, I.I.C. d/b/a Trinityl ERD Evaluation Report 01506,09.05-R19 for FL.5293-RI8 Certificate of Authorization 49503 Revision 19:09/25/2015 Prepared by., Robert Nieminen, PE-59166 Appendix 1, Page 20 of 83 TRINITY, ERD TABLE 2A-1: STEEL OR CONCRETE DECKS -NEW CONSTRUCTION, REROOF(TEM-OFF) of RECOVER SYSTEM TYPER-1. MECHANICALLYATTACHED RASE INSULATION, BONDEOTOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer NO. See Note 1) Type Fasten Attach Type Attach Roof Cover / Adhesive MOP (psf) Min. 22 ga., Type 8, Grade Min. 2-inch EnergyGuard Polyfio I per 1.33 EverGuard TPO FB Ultra5-66- 33 steel or struct conc. Insulation, EnergyGuard RA, See Note 2 ftz Min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board 09500 GAF 2-Part, spatter 60.0 EnergyGuard RH or EnergyGuard RN Min. Z2 ga., Type B, Grade Min. 2-inch EnergyGuard Polylso I per 32 Optional layers of min. OS -inch base insulation EverGuard TPO FB Ultra5-67. 33 steel or struct conc. insulation, EnergyGuard RH, See Note 2 ft2followed by Min. 0,25-inch Dens Deck Prime or LRF-M GAF 2-Part, spatter 30,0* EnergyGuard RN SECUROCK Gypsum -Fiber Roof Board Min. 22 ga, Type 8, Grade in. 1.5-inch EnergyGuard PoliViso Optional layers of min. 0.54nch base insulation EverGuard TPO F8 Ultra S-6& 33 steel or struct conc. insulation, EnergyGuard RH, See Note 2 1 per 2 ft7 followed by Min. 0,25-inch Dens Deck Prime or LRF-M GAF 2-Pant, spatter 45.0* EnergyGuard RN SECUROCK Gypsum -Fiber Roof Board Min. 22ga., Type 8, Grade Min. 2-inch EnergyGuard Polyiso 1 per 2.9 Optional layers of min. 0.54nch base insulation EverGuard TPO FB Ultra 5-69. 33 Insulation, EnergyGuard RH, See Note 2 t2 followed by Min. 0.25- inch Dens Deck Prime or LRF-M 45,0* steelorstructconc. EnergyGuard RN SECUROCK Gypsum -Fiber Roof BoardGAF 2-Part, spatter S- 70. Min. 22 ga , Type 8, Grade strutt Min 24nch EnergyGuard Polyiso r 2It2 Min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board LRF-M EverGuard TPO FB Ultra 52.5 33steelorconc. Insulation, EnergyGuard RH GAF 2-P art, spatter Min. 22 ga, Type 8, Grade Min, 2-inch EnergyGuard Polyiw I per 1.33 EverGuard TPO FB Ultra 5-71. 13 steel or struct cone. Insulation, EnergyGuard RA or See Note 2 ft2 Min. 0.25-irch SECUROCK Gypsum-Rber Roof Board LRF-M GAF 2-Part, spatter 60.0EnergyGuard RN Min. EnergyGuard Potyiso Optional layers of min. 0.54nch base insulation S- 72. Min. 22 ga., Type 9, Grade 33 Insulation, EnergyGuard RH, See Note 2 1 per 3.2 followed by Min. 0.25-inch Dens Deck Prime or GAF 2-Part, EverGuard TPO F8 Ultra 30.0* steelorstructconc. EnergyGuard RN fe SECUROCK Gypsum -Fiber Roof Board CR-20 GAF 2-Part, spatter Min. 22 ga., Type B, Grade Min, 15-irich EnergyGuard PolViso Optional layers of min. 0.54nch base insulation GAF 2-Part, EverGuard TPO FB Ultra 5-73. 13 steel or struct conc. Insulation, EnergyGuard RH, See Note 2 1 per 2ft2 followed by Min. 0.25-inch Dens Deck Prime or CR-20 GAF 2-Part, spatter45.0 EnergyGuard RNSECUROCKGypsum -Fiber Roof Board Min. 22 ga, TypeB, Grade Min. 2-inch EnerpGuard Po#yiso I per2 9 Optional layers of min. 0.54nch base insulation GAF 2-Part, EverGuard TPO FB Ultra 5-74, 33 steel or struct conc. Insulation, EnergyGuard R14, See Note 2 ft2 followed by Min, 0.25-inch Dens Deck Prime or CR-20 GAF 2-Part, spatter 45.0 EnergyGuard RN SECUROCK Gypsum -fiber Roof Board S-75. Mm, 22 ga., Type 8, Grade Min 2-inch EnergyGuard Potylso See Note 2 1 per 2 ftz Min, 0.25-irch SECUROCK Gypsum -Fiber Roof Board GAF 2-Part, EverGuard TPO FB Ultra 52.5 33 steelorstructconc. Insulation, EnergyGuard RH CR- 20 GAF 2-Part, spatter Min, 22 ga .,Type 8, Grade Min. 2-inch EnergyGuard Polyiso 1 per 1.33 GAF 2-Part, EverGuard TPO F9 Ultra 5-76. 33 steel or struct conc. insulation, EnergyGuard RA, See Note 2 ftz Min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board CR-20 GAF 2-Part, spatter 60,0 EnergyGuard RH or EnergyGuard RN Exterfor Research and Design, I.I.C. d/b/a Trinityl ERD Evaluation Report 01506.09.05-RI9 for FL5293-1418 Certificate of Authorization #9503 Revision 19: OB/25/2015 Prepared by. Robert Nieminen, PE-59166 appendix 1, Page 21 of 83 TABLE ZA-Z: STEELOR CONCRETE DECKS -NEW CONSTRUCTION, REROOF(TEA#t-OFF)ciRRECDVER SnTFMTYPE B-1: MECHANICALLY ATTA04ED BASE INSULATION, BONDEDTOP INSULATION, BONDED BASE AND CAP PLY system Deck Base Insulation Layer Top Insulation Layer Roof Cover MIDP No. See Note 1; Type Fasten Attach Type Attach AttachRase Ply Cap Ply Psf) Min. 22 ga— Type Min 1.54nch EnergyGuard Optional layers of base insulation GAFGLAS #75 Base Sheet, Trl-Ply #75 Base S- 77. 8, Grade 33 steel PotyisciInsulation, I per 2 SeeNote2followed by Min. 015-inch Dens Not Sheet, GAFGLAS #80 Ultirria Base Sheet, EverGuard TPO FB or struct conc. EnergyGuard Ultra ft2 Deck, Dens Deck Prime or SECUROCK asphalt Ruberoid 20 Smooth, Ruberoid Mop Smooth Ultra I hot asphalt Gypsum - Fiber Roof Board or Ruberoid Mop Smooth 1.5 1 hot asphalt Min. 22 ga, Type Optional layers of base insulationGAFGLAS 475 Base Sheet, Tri- Ply VS Base S- 78. B, Grade 33 steel Min 15-inch EnergyGuard I per 4 SeeNote2followed by Min. 025-inch Dens Hot Sheet, GAFGLAS #80 Ultima Base Sheet, EverGuard TPO FB 45,0. or struct conc. RA, EnergyGuard FIN ftz Deck, Dens Deck Prime or SECUROCK asphalt Ruberoid 20 Smooth, Ruberoid Mop Smooth Ultra / hot asphalt Gypsum - Fiber Roof Board or Ruberoid Mop Smooth LS / hot asphalt Min. 22 gat, Type Min 2-inch EnergyGuard Optional layers of min. 05-4nch base GAFGLAS #75 Base Sheet, Tri-Ply #75 Base 1 8, Grade 33 steel Polyiso insulation, I per 4 SeeNote2insulation followed by Min. 0-25-inch Hot Sheet, GAFGLAS #80 Ultima Base Sheet, EverGuard TPO FB 45.0* or struct conc. EnergyGuard Ultra ftz Dens Deck, Dens Deck Prime or asphalt Ruberoid 20 Smooth, Ruberoid Mop Smooth Ultra I hot asphalt I SECUROCK Gypsum -Fiber Roof Board or Ruberoid Mop Smooth 1.5 / hot asphalt Min. 22 ga., Type Optional layers of min. 1.54nch base GAFGLAS #75 Base Sheet, Tri-Ply 975 Base S- 80. B, Grade 33 steel Min 2-inch EnergyGuard RA I per SeeNote2insulation followed by Min. 0,2S-inch Hot Sheet, GAFGLAS #80 Ultima Base Sheet, EverGuard TPO FB 5. 3 ft' Dens Deck, Dens Deck Prime or asphalt Ruberoid 20 Smooth, Ruberoid Mop Smooth Ultra / hot asphalt orstructconc. SECUROCK Gypsum -Fiber Roof or Ruberoid Mop Smooth 1.5 / hot asphalt Min. 22 ga., Type Optional layers of base insulation 08500 or GAFGLAS #75 Base Sheet, Tri-Ply 975 Base S- 91, 8, Grade 33 steel Min 1.5-inch EnergyGuard I per 2 SeeNote2followed by Min. 0.25-inch Dens GAF 2- Sheet. GAFGLAS 980 Ultirna Use Sheet, EverGuard TPO FO 45,0 or struct conc. RA or EnergyGuard RN ltz Deck, Dens Deck Prime or SECUROCK Part, CR-20 Ruberoid 20 Smooth, Ruberoid Mop Smooth Ultra I hot asphalt Gypsurn- Fiber Roof Board or Ruberoid Mop Smooth 1.5 / hot asphalt Min. 22 ga.. Type Optional layers of min. 1.Sminch base 08500 or GAFGLAS 475 Base Sheet, Tri-Ply 475 Base 5- 82. 8, Grade 33 steel Min 2-inch EnergyGuard RA I per 4 SeeNote2insulation followed by Min. 0,25-inch GAF 2- Sheet GAFGLAS #80 Ultima Base Sheet, EverGuard TPO FB 45. 0* or struct conc. or EnergyGuard RN ftz Dens Deck, Dens Deck Prime or Part, CR-20 Ruberoid 20 Smooth, Ruberoid Mop Smooth Ultra / hot asphalt I I SECUROCKGypsurr-Fiber Roof Board or Ruberoid Mop Smooth 1.5 / hot asphalt J IMin, 1.5-inch EnergyGuard Min. 22 ga., Type Polviso Insulation, 08500 or Ruberoid 20 Smooth / hot asphalt, Ruberoid EverGuard TPO FB S- 83. 9, Grade 33 steel, EnergyGuard RA, 1 per SeeNote2feMin. 0.2S-inch SECUROCK Gypsum- GAF 2- WAI 25 Smooth I torch -applied or Liberty SRS Ultra (hot asphalt, 50-0 or struct conc. EnergyGuard RH, 1.33 Fiber Roof Board Part, CR-20 Self -Adhering Cap Sheet / self -adhered GAF 2-Part, spatter EnergyGuard RM or or LRF-0, 12 -inch oc. EnergvGuard RN i I I I I Exterior Research and Design, LLC. d/bja TrinitylERD Evaluation Report 01506.09.05-R19 for FL5293-RI8 Certificate of Authorization #9503 Revision 19:09/25/2015 Prepared by- Robert Nieminen,Pf-59166 Appendix 1, Page 22 of 83 N RINITY ERD TABLE 2A-I* STEEL DECKS - NEW CONSTRUCTION, REIROCIF (TEAR -OFF) SYSTEM TYPE B-Z: MECKANW-ALLY ATTACHED THERMAL BARRIER, BONDED TEMP ROOF, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Thermal Barrier Temp Roof Insulation Layer(s) Roof Cover MDP NO. See Note 1) Type Fasten Attach Type Attach Type Attach Adhesive Psi) Min. 0,5-inch See Note 2 UnderRoof 2 Polyester Surfaced Mln 1,54nch EnergyGuard RH followed by Min. 22 ga., SECUROCK Drift-Tec 3 in. Ribbed 1 per2.7 Leak Barrier, UnderRoof HT High Seif- Min. 0.5-inch EnergyGuard RH HD Polyiso EverGuard S-84. Grade 33 steel Gypsum -Fiber Golvaturne Plate (Flat) ft2 Temperature Leak Barrier, adhered Insulation, EnergyGuard HD Potyiso 055W Freedom TPO self 45.0* or struct cone. Roof Board may be used) Liberty SBS Self -Adhering Cap insulation, EnergyGuard HD Plus Polyiso adhered I sheet Insulation Min, 0.5-inch See Note 2 UnderRoof 2 Polyester -Surfaced Men 1.5-inch EnergyGuard RH followed by Min. 22 ga,, SECUROCK Drill- Tec 3 in. Ribbed 1 per 2.7 Leak Barrier, UnderRoofHT High Seq- Min. 0.5-inch EnefgyGLard RH HD Polyiso, EverGuard TPO S-95. Grade 11 steel Gypsurr-fiber ft2 Temperature Leak Barrier, adhered Insulation FnergyGuard HD Polyiso 08500 01121 WRI81 or L- 45.0* orstart conc. Gatvalume Plate (jPiat) Liberty 585 Self -Adhering Cap Insulation, EnergyGuard HD Plus Polyiso VOCRoofBoardnvybeusediSheetInsulation UnderRoof 2 Polyester -Surfaced Min. 22 ga., Min. O.S-inch See Note 2 Leak Barrier, UnderRoof HT High Min. 1.5-inch EnergyGuard Polyiso EverGuard TPO L- 5_86. Grade 33 steel SECUROCK Drill-Tec 3 im Ribbed I per 2.7 Temperature Leak Barrier, Self- Insulation, EnergyGuard Ultra, 08500 VOC, #1121 $A, 45.0* 1 or struct coot. Gypsum -Fiber GoWlarrie Plate (Flat) Ft2 hering' Liberty SBS Setif -Ad cap adhered EnergVGuard RA, EnergyGuard FIN WB181RoofBoardmaybeusedlSheet Min. 0.5-inch See Nate 2 UnderRoof 2 Polyester -Surfaced Min. 1,5-inch EnergyGuard Polyiso Min. 22 ga., SECUROCK Drift-Tec3 in. Ribbed 1 per 2.7 Leak Barrier, UnderRoof HT High sell- insulation, EnergyGuard Ultra,EverGuard TPO L- 5-97, Grade 33 steel Gypsum-Fiber Galvalurne Plate (Flat) ft2 Temperature Leak Barrier, adhered ErvergyGuard RA, EnergyGuard RN followed ORS00 VOC, #1121 BA, 45.0- conc. or structSelf-AdheringRoofBoardUb" SBS Self -A ering Cap by Min. 0.25-inch Dens Deck Prime or W9181 rwy be usedi Sheet SECUROCK Gypsiurri-Fiber Roof Board See Nate 2 S088. Min. 22 ga,, Grade 33 steel Min. 0.625-inch Drifl-T-ec 3 in. Ribbed 1 per 4 Twoplies GAFGLAS Ply 4 Hot Min. 1.5-inch EnergyGuard RA or ACFcam HA or EverGuard TPO 45,0* or struct conc. Dens Deck Golvaturm Plate (Fiat)asphaltftz IV 08500 1121 or L-VOC yhe osedl Min. O.S-inch See Note 2 Underfloof 2 Polyester-Surftced Min- I.S-inch EnergyGuard PolyisliMin. 22 ga., SECUROCK 0411aTet:3 in. Ribbed 1 per 2.7 Leak Barrier, UnderRoofHT High Self- Insulation, EnergyGuard Ultra, EverGuard TPO L- 5-99. Grade 33 steel Gypsurri-Fiber Volume Plate (riot) hl Temperature Leak Barrier, adhered EnergVGuard RA, EnergyGuard RN, 08500 VOC, #1121 41,11* or struct Cant. Rod Board may be used) ibeSBS Self -Adhering Cap weeEnergyGuard RH W13181 Sheet UnderRoof 2 Polyester -Surfaced Min. 1.54rich EnergyGuard Polylso Min. 22 ga., Min. 0.5-inch See Note 2 Leak Barrier, UnderRoof HT fth insulation, EnergyGuard Ultra, EverGuard TPO L- S- 9G Grade 33 steel SECUROCK(Drill-Tec: 3 in. Ribbed 1 per 2.7 Temperature Leak Barrier Self- EnergyGuard RA, EnergyGuard FIN, 0155W VOC, #1121 BA, 45.0* or struct cone. Gypsum -Fiber Galvaltrine Plate (Flail ftz Liberty SBS Self -Adhering Cap adhered EnergyGuard FIN followed by min. 0.25-inch WB181 RoofBoardmaybeasedlSheetDensDeckPrimeorSECUROCKGypsum - ibeRoalSoard FrMin. 0.5-inch See Note 2 UnderRoof 2 Polyester -Surfaced Min. 1.5-4mh EnergyGuard Potylso Min, 22 ga, SECUROCK Drill- Tec 3 in. Ribbed I per 23 Leak Barrier, UnderRoof HT High Sell- Insulatiom EnergyGuard Ultra, EverGuard TPO F8 5-91. Grade 33 steel Gypsum -Fiber Valww Plate (Flat) fe Temperature Leak Barrier, adhered EnergyGuard RA, EnergyGuard RN, OB500 WBI81 45, 0* or struct Conc. Roof Board maybe used) Liberty SBS Self -Adhering Cap EnergliGuard RH sheetExterior Research and Design, E.E.C. d/b/a Trinityl ERE) Certificate of Authorization #95W Prepared by- Robert Nieminert, PE-59166 Evaluation Report 01506.09.05-R19 for FL5293-RIB Revision 19:08/25/20I5 Appendix 1, Page 23 of 83 TRINITY ERD TABLE 2A-3: STEEL DECKS - NEW CONSTRUCTION, REROOF (TEAR-OFFI SYSTEMTYPEB-2: MECHANICALLY ATTACHED THERMAL BARRIER, BONDED TEMP ROOF, BONDED TOP INSULATtON, BONDED ROOF COVER System Deck Thermal Barrier Temp Roof insulation Layedsl Roof Cover MOP NO. See Note 1) Type Fasten Attach Type Attach Type Attach Adhesive Psi) Min. IS4nch EnergyGuard Pofyisci Min-0.54nch See Note 2 UnderRoof 2 Polyester -Surfaced insulation, EnergyGuard Ultra, Min. 22 ga., SECUROCK Drill-Tec 3 In. Ribbed I per 2.7 Leak Barrier, UnderRoofHT High Self- EntergyGuard RA, EnergyGuard RN, EverGuard TPO F8S-92. Grade 33steel Gypsum -Fiber Galvalume Plate (Flat) ftz Temperature Leak Barrier, adhered EnergyGuardRH Wowed by min. 0-25-inch 06500 W8181 45.0' or struct cone. Roof Board may be used} Liberty SOS Self -Adhering Cap Dens Deck Prime or SECUROCK Gypsum - sheet Fiber Roof Board Min, 0,5-inch See Note 2 UnderRaof 2 Polyester -Surfaced Min. Inch EnergyGuard PolyisoMin. 22 ga., SECUROCK Drill-Tec 3 in. Ribbed 1 per 2.7 Leak Barrier, UnderRoofHT High Se ff- insulation, EnergyGuard Ultra, EverGuard TPO FB 5-93. Grade 33steel Gypsum -Fiber colvalume Pfate (not) ft2 Temperature Leak Barrier, adhered FriergyGuard RA, EnergyGuard RN, 09500 LPF-M or LRF-0, 12- 45.0* or struct conc. Roof Board maybe used} Liberty SOS Self -Adhering Cap EnergyGuard RH inch oc. Sheet Min. 0.5-inch See Note 2 UnderRoof 2 PoOVester-Surfaced Min, 1.5-inch EnergyGuard Polyiso Min. 22 ga., SECUROCK Drift- Tec 3 in, Ribbed I per 2.7 Leak Barrier, UnderRoofHT High Self- Insulation, EnergyGuard Ultra, EverGuard TPO F8 5-94. Grade 33 steel Gypsurn-Fiber Golvalarne Plate (Flat) ft, Temperature Leak Barrier, adhered E nergyGuard RA, EnergyGuard RN, 08500 LRF-M or LFZF-0, 12- 45.0* or struct conc. Rod Board y be used) Liberty SOS Self -Adhering Cap EnergyGuard RH followed by min.. 0.25- inch inch 0.c. Sheet SECUROCK Gypsum-Flber Roof Board Min. 0.5-inch See Note 2 UnderRoof 2 Polyester -Surfaced Min. 1.54nch EnergyGuard Polyiso Min, 22 ga., SECUROCK(DrAPTec 3 in. Ribbed I per 2-7 Leak Barrier, UnderRoofHT High Se W_ insulation, ErwilyGuard Ultra, EverGuard TPO F8S-95, Grade 33 steel mum Fiber Golvalume Plate (Flat} ft" Temperature Leak Barrier, adhered EnergyGuard RA, EnergyGuard RN, 08500 LRF-0, 12-inch o.r- 45,0 or struct cone.LibertyRoofBoard SOS Self -Adhering Cap EnergyGuard RH followed by min. 025-inchracybeused) Sheet Dens Deck Prime Exterior Research and Design, LLC. d/b/a Trinity) ERD Certificate of Authorization 495W Prepared by-, Robert NieminenPE-59166 Evaluation Report 01506.09,05-RI9 for FLS293-R18 Revision 19:08/25/2015 Appendix 1, Page 24 of 83 TRINITY ERD TABLE 2B-1A: SCEELOR CONCRETE DECKS -NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C-1: MECHANfCALLYATTACH€D INSULATION, BONDED ROOF COVER system Deck(see Note f) Top Insulation LayerBaseInsulationEager Roof Cover f MDP No. Type Fasten Attach Adhesive psi) T Eii4ilDfllE£iTPi) 9f: Min. 22 ga., Type B, Grade Optional) One or more Min. 24nch ErtergyGuard Potylso Insulation, EnergyGuard See Note 2 1 per 4 fe EverGuard Freedom TPO / self 30.0* 33 steel or struct cart. layers, any combination Ultra adhered OpUonalforrecover}One Drill-Tec trig (steel only) or #14 with Drift -Tee EverGuarei S-97. Min. 22 ga., Type B, Grade Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiberormorelayers, any 3* StandardSteel Plates, Drill-Tec 3 in. 1 per 4 ftz Freedom TPO / self 30.0* 33 steel or struct cone. RodRani Board Ribbed 6ahra€ume Pates (Flat) arDr4€-T min. 1-inch AccuTrac Flat Plates or with Drill -Tee; ASAP 35 adhered Min. 22 ga., Type B, Grade Optional) One or more M€n.1.5-inch ErrergyGuard Polyiso Insulation, EnergyGuard598. 33 steel or struct cone. layers, any combination Ultra See Note 2 1 per 2.7 ft FrerduanfFeedomTPO 1 self 37.5" adhered 5 99. Min. 22 ga., Type B, Grade Optional) One or more Min. 24nch EnergyGuard RA, EnergyGuard RN, or See Note 2 1 per 3.2 ft' EverGuard Freedom TPO / self AS.O* 33 steel or struct cone. layers, any combination EnergyGuard Ultra adhered Min. 22 ga., Type B, Grade Optional) One or more Min. O.S-inch EnergyGuard RH HD Polyiso Insulation, EverGuard S-100. 33 steel or struct cone. layers, any combinat on EnergyGuard HD Potyiso Insulation, EnergyGuard HD Pius See Note 2 1 per 2 ft' Freedom TPO / self 45 0* Potyiso Insulation adhered S-101. Min. 22 ga., Type B, Grade Optional) One or more Min. 1.S4nch EnergyGuard Patyiso Insulation, EnergyGuard See Note 2 1 per 2 ftz EverGuard Freedom TPO % self 45.0* 33 steel or struct oonc. layers, any combination Ultra adhered Min. 22 a., T B, GradegType Optional} One more Mtn. 2 inch EnergyGuard Polyiso insulation, EnergyGuard EverGuard S-102. 33 steel o struct cone. bilayers, any combination Ultra See Note 2 1 per 2.9 it' Freedom TPO % self 45.0` adhered Optional for recover) One Drill-Tec 412 (steel only) or 414 with Drilt-Tee — EverGuard S 103. Min. 22 ga, Type B, Grade or moremore layers, any Min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board Standard Steel Plates, DrilETec 3 tn. ( 1 per 3.2 fiz Freedom TPO / self 45.0` 33 steel Or struct Cone_ combination, min. 1-inch Ribbed 6aivalurrie Plates (Flat) Or Drill-Tec adheredAccuTracFlatPlatesorwithDrill -Ter ASAP 3S Optional for recover) One Drill-Tec #12 (steel only) or #14 with Drill-Tec EverGuard S-1tki. Min. 22 ga., Type 9, Grade or more layers, any Min. 0.375-inch SECUROCK Gypsum -fiber Roof Board Drill-Tec 3 in. 3* Standard Steel Plates, 1 per 4 fez Freedom TPO f self 45.0* 33 steel or struct cone combination, mitt. inch RibbedGatvalume Plates (Fiat) or Dr=.N-Tec adheredAccuTracFiatPlatesorwithDrill-Tec ASAP 3S S-105. Min. 22 ga., Type B, Grade Optional) One or more Min. 2-inch EnergyGuard RA, EnergyGuard RN, or See Note 2 1 per 1.3 ft' EverGuard Freedom TPO / self 52.533steelorstructcone. layers, any combination EnergyGuard Ultra adhered S IE Min. 22 ga., Type B, Grade Optional) One or more Min. 2-inch EnergyGuard RA, EnergyGuard RN, or See Note 2 (tf14 only) I per 2 fir EverGuard FreedomTPO {self 52.533steelorstructcone. layers, any combination EnergyGuard Ultra adhered Exterior Research and Design, I.I.C. dfbfa Trfnity)ERD Evaluation Report 0I506.09.05-RI9 for FL5293-Rig Certificate of Authorization 495M Revision 19: 09/25/2015 Prepared by. Robert Nieminen, PE•59166 Appendix 1, Page 25 of 83 cox T INITY ERD TABU2B-lA: STULOR CONCRETE DECKS- NEW CONSTRUCTION, REROOF (TEArt-Off) oR RECOVER SYSTEMTYPEC-1: ME04ANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Top insulation Laver Roof Cover MIDPDeck (See Note 1) Base Insulation LayerNo. Type Fasten Attach Adhesive pso Min, 22 ga., Type 8, Grade Optional for Recover) One Drill-Tec 912 only) at Drill-Tec #14 per 1-45 EverGuard S-107, 33 steel or struct Cont. oror more layers, any Min. 0,25-inch Dens Deck Prime Fastener with Orin-Tec 3 to Ribbed ft I Freedom TPO self 60.0 min. 1-inch Galvalume Plate (Flat) adhered Min, 20 ga., Type B, Grade Optional for Recover) One Drill-Tec 912 (steel only) or Drill-Tec#14 I per 1.33 EverGuard S-10& 33 steel or struct cont, reormore layers, any Min, 0,25-inch SECUROCK Gypsum -Fiber Roof Board Fastener with Drill-Tec 3 in Ribbed it, Freedom TPO self 60.0 combination, min. 1-inch Galvalume Plate (Flat) adhered Min. 20 ga., Type B, Grade Optional for Recover) One Drill-Tec $12 (steel only) or Drill-Tec #14 1 per 1,45 EverGuard S-109, 33 steel or struct Cont. or more layers, any Min. 0.375-inch SECUROCK Gypsum -Fiber Roof Board Fastener vAth Drill-Tec 3 in Ribtm ft' Freedom TPO self 75,0 combination, min. 1-inch Galvalume Plate (Flat) adhered S-110. Min, 22 ga,, Type B, Grade Optional) One or more min. 1.5-inch EnergyGuard RA, EnergyGuard RN, See Note 2 1 per 3.2 fe EverGuard TPO / 30.0* 33 steel or struct cone, layers, any combination EnergyGuard RH 41121 S-111, Min. 22 ga., Type 8, Grade Optional) One or more Min. 2-inch EnergyGuard Polyisoinsulation, EnergyGuard See Note 2 1 per 4 ft' EverGuard TPO / 30.0* 33 steel or struct conc. lavers, any combination Ultra 41121 Optional for recover) One Drill-Tec #12 (steel only) or #14 with Drift-Tec S-112, Min, 22 ga., Type B, Grade or more layers, any Min. 0.254nch Dens Deck Prime or SECUROCK Gypsum -fiber 3' Standard Steel Plates, Drill-Tec 3 in.I per 4 W EverGuard TPO / 33 steel or structcone. Rod Boardcombination, min. 1-inch Ribbed Galvalume Plates (Flat) or Drill-Toc 41121 AccuTraL Flat Plate-, or with Drill-Tec ASAP 3S S-111 Min. 22 ga., Type 8, Grade Optional) One or more Min. 1.5-inch EnergyGuard Polyiso Insulation, EntergyGuard See Note 2 1 per 2.67 EverGuard TPO / 375* 33 steel or structoonc. layers, any combination Ultra, EnergyGuard FLA, ErvergyGuard RN, ErvergyGuard RK it, 1121 S-114 Min. 22 ga., Type B, Grade Optional) One or more Min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board See Note 2 1 per 2.67 EverGuard TPO / 37,5* 33 steel or struct cone. layers, any combination it, 1121 S-115, Min. 22 ga., Type 9, Grade Optional) One or more Min. 01S-inch Dens Deck Prime See Note 2 (DrOPTtc 3-Standard Steel Plate 1 per 2.67 Ev"uard TPO ASD* 33 steel or struct conc, layers, any combination only) fez 1121 S-116, Min. 22 ga., Type B, Grade Optional) One or more Min. 0.25-inch Dens Deck Prime See Note 2 (Drilk TK 3' Steel Plate only) I per 2.13 EverGuard TPO 33 steel or struct conc. layers, any combination ft? 91121 S-117, Min. 22 ga., Type 6, Grade Optional) One or more Min. 0-25-inch Derr. Deck Prime See Note 2 1 per 2 It' EverGuard TPO 45,0* 33 steel or struct cone. layers, any combination 1121 S-11& ga., Min. 22 ga. Type 9, Grade Optional) One or more Min. 0.5-inch Dens Deck or Dens Deck Prime See Note 2 1 per 3,2 it' EverGuard TPO 45.0* 33 steel or conc- layers, any combination 1121 S-119, Min. 22 ga., Type B, Grade Optional) One or more 625-inch Dens Deck or Dens DeckPrimeMin.0. See Note 2 1 per 4 ft2 EverGuard TPO, 45,0* 33 steel or struct conc. layers, any combination 41121 S-1X Min. 22 ga., Type B, Grade Optional) One or more Min, 0.25-inch SECUROCK Gypsum -Fiber Roof Board See Note 2 1 per 2 fez#1121 EverGuard TPO 45.0' 33 steel or struct ctmc layers, any combination Min, 22 ga,, Type 8, Grade Optional) One or more Min. 0.62S-inch SECUROCK Gypsurn-fiber Roof Board See Note 2 1 per 4 fez TPO 45.0* 33 steel or struct Cont. layers, any combination 9112191121 Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report 0I506.09.05-R19 for F15293-R18 Certificate of Authorization 09503 Reviston 19:08/25/2015 Prepared by-, Robert Nierninen, PE-59166 Appencim 1, Page 26 of 83 TRINITY ERD TABLEZB-IA. SMLOR CONCRETE DECKS -NEW CONSTRUCTION, REROOF (TrAR-OFF) oR RECOVER SYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER system Deck (See No" 1) Base Insulation Layer Top Insulation Layer Roof Cover MOP NO. Type Fasten I Attach Adhesive 1159 Optional for recover) One Drill -Ter tW (steel only) or #14Wth D611-Tec 5 122.Min. 22 ga., Type 8, Grade or mare layers, any Min. 0.25-inch SECUROCK Gypsum Fiber Roof Board 3' StandardSteel Plates, Drift-Tec: a In_ I per3.2 ft' EverGuard TPO / 45.0' 33 steel or struct cone. combination, min, 1-inch Ribbed Galvalume Plates (Fiat) Drill -Tee 91121 AtcuTrar Fiat Plates or with DrlolrTecASAP 3S Optional for recover) One Dri4-Tec #12 (steel only) or #14 with Drift-Tec S-123. Min. 22 ga., Type B, Grade or more layersany Min, 375-inch SECUROCK Gypsum -Fiber Roof Board 0. 3' StaMard Steel Plates, Drill-T,,c 3 in. i per 4 ft2 EverGuard TPO / 45.0* 33steelorstructconc. combination, min. 1-inch Ribbed Galvalume Plates (Flao or Drig-Tec 1121 AccuTrat: Flat Plates or with Driff-Tec ASAP 3S S- 124. Min. 22 ga., Type 8, Grade Optional) One or more Min. 7/16,4nch OS8 See Note 2 1 per 4 ft' EverGuard TPO / 45- 0* 33steelorstructcone. layers, any combination 1121 S- 125, Min. 22 ga., Type R, Grade Optional) One or more Min. 7/164nch OSB See Note 2 per 2 fe Ev EverGuardTPO / 45.0* 33steelorstructconc. layers, any combination 1121 5- 126, Min. 22 ga., Type 8, Grade One or more layers, hy Min. 0.5-inch EnergyGuard RH HD Polyiso Insulation, a, EnergyGuard HD Polyiso Insulation, EnergyGuard HD Note fe EverGuard TPO / 33 steel or struct cone, Pius combination, min. 154nch See 2 1 per 2 01121 45. 0* Polyiso insulation S- 127. Min. 22 ga., Type B, Grade Optional) One or more Min. 1.5-inch EnergyGuard Polyiso Insulation, EnergyGuard Ultra, EnergyGuard RA EneWGuard FIN, EnergyGuard RH See Note 2 1 2 It' EverGuard TPO / 33 steel or struct conc, or layers, any combination per 1121 45.0' EnergyGuard Ultra S- 128. Min, 22 ga., Type B, Grade Optional) One or more Min. 2-inch EnergyGuard Potyiso Insulation, EnergyGuard See Note 2 1 per 2,9 ff EverGuard TPO / 45. 0* 33steelorstructconc. layers, any combination Ultra tt1121 S_ 129. Min. 22 ga,' Type 8, Grade Optional) one or more Min. 2-inch EnergyGuard RA, EnergyGuard RN, EnergyGuard See Note 2 1 per 4 It' EverGuard TPO, 45, 0* 33steelorstructconc. layers, any combination R14 or EnergyGuard Ultra 1121 S- 130. Min. 22 ga., Type 9, Grade Optional) One or more Min. 2-inch ACFoam W See Note 2 (#14 or XHD ontid 1 per 5-3 It' EverGuard TPO 45.0* 33steelorstructcone- layers, any combination 01121 S- 131, Min. ga., Type 8, Grade One or more layers, any Min. 0.25-Inch Dens Deck Prime See Note 2 1 per 1.45 EverGuard TPO 52. 5 33steelorstrwtconc_ combination, min. 1-5, 1121 S- 132, Min. 22 ga., Type B, Grade one or more layers, any Min. 0.25-inch SECUROCK Gypsum -fiber Roof Board See Note 2 1 per 1 1, 78 EverGuard TPO 52 5 33steelorstructconc_ combination, min. 14nch ft, ill 121 S- 133, Min. 22 ga., Type 9, Grade Optional) One or more Min. 2-inch ACFoam FV See Note 2 (#14 or XHD only) i per 2.67 EverGuard TPO / 60.0 80steelorstructconc. layers, any combination ft, 1121 S- 134, Min. 22 ga., Type 9, Grade Optional) One or more Min. 2-inch ACFoam Pt See Note 2 ftHD only} I per 2.67 EverGuard TPO / 60. 0 33steellayers, any combination ft 1121 S- 135, Min. 22 ga_ Type 8, Grade Optional) One or more Min. 2-inch EnergyGuard Polyiso insulation See Note 2 1 per 1.78 EverGuard TPO / 60. 0 33steelorstructconc. layers, any combination fe 1121 Min. 22 ga,, Type 8, Grade Optional) One or more Min. 24nch EnergyGuard RH I per 1.78 SeeNote2EverGuard TPO / 67. 5 33steelorstructcone. layers; any combination fe 1121 Exterior Research and Design, LLC. d/b/a Trinity[ERD Evaluation Report 01506,09.05-R19 for FL5293- R18 Certificate of Authorization #9503 Revision 19: 09/25/201S Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 27 of 83 TRINITY, ERD TABI12B-IA: STEELOR CONCRETE IDECXS -NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C-1; MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck (SeeNote 1) Top Insulation Layer Base Insulation Roof Cover MOPLayer Type Fasten AttachNo. Adhesive tpsf) S-137. Mim 20ga., Type B, Grade Optional) One or more Min, 24nch EnergyGuard RH Drift-Tec tft2 (,,teei only) or Drill-Tec #14 Fastener vAth Ddli-Tet 3 InRibbed I per 1.6 fe EverGuard TPO 67.533steelatstruct, cone, layers, any combination Galvalume Plate 91121 Min, 22 ga., Type B, Grade Optional for recover) One 1 W 133 EverGuard TPOS-138, 33 steel or struct cone. or more layers, any Min. 0.375-inch SECUROCK Gypsum -Fiber Rod Board See Note 2 ft, 1121 67.5 combination, min. 1-inch S-139. Min. 22ga,, Type B, Grade One or more layers, any Min. 0.5-inch Structodek High Density Roof fiberboard See Note 2 1 per 1'0 ft2 EverGuard TPO 67.533steelorstructcone. combination, min. 1.5-inch N1121 S-140. Min, 22 ga., Type B, Grade Optional) One or more Min. 24nch ACFoam W See Note 2 (#14 or XHD only) 1 Per 2 it, EverGuard TPO 7SZ80steelorstructcone. layers, any combination 41121 S-141. Min. 22 ga., Type B, Grade One or more layers, any Min. 0.5-inch SECUROCK Gypsum -Fiber Roof Board See Note 2 1 Per 1.0 itz EverGuard TPO 97,533steelorstrictconc. combination, min. 15-inch 91121 S-141 Min. 22 ga., Type 9, Grade Optional) One or more Min. 2-inch ACFoam W See Note 2 (#14 or XHD only) 1 per 1,33 EverGuard TPO / 120 O80steelorstructcone. layers, any combination fe 01121 S-143. Min. 22ga', Type B, Grade Optional) One or more Min. 24nch ACFoam rV See Note 2 (#14 or, XHD only) I Per I it, EverGuard TPO / 172.580steelorstructcone. layers, any combination 91121 S-144, Min. 22 ga,, Type B, Grade Optional) One or more Min. 1.5-inch EriergyGuard RA, EnergyGuard RN, See Note 2 1 per 3.2 fe EverGuard TPO / 30,0* 33 steel or struct cone, layers, any combination EnergyGuard RH W8181 5-145 Min. 22ga,, Type 8, Grade Optional) One or more Min. Z-mch EnergyGuard Potyiso Insulation, EnergyGuard EverGuard TPO / 33 steel or struct cone. layers, any combination Ultra See Note 2 1 per 4 fe W8181 30.0* Optional for recover) one Drift-Tec #12 (steel only) or 414 with Drill-Tec 5-146. Min. 22ga., Type 8, Grade or more layers, any Min, 0.25-inch Dens Deck Prime or SECUROCK Gypsum -fiber 3' Standard Steel Plates, Drifl-Tec 3 in. i per 4 ft, EverGuard TPO / 30,0* 33 steel or struct cone. combination, min. 1-inch Rod Board Ribbed Galvalume Plates (Flat) or Drill-Tec W8181 I ArcuTrac Flat Plates orwith Drill-Tec ASAP 3S S-147, Min. 22 ga., Type 9, Grade Optional) One or more Min. 1.54nch EnergyGuard Polyiso Insulation, EnergyGuard 1 per 2.67 EverGuard TPO / 31 steel or struct cone- layers, any combination Ultra, EnergyGuard RA, EnergyGuard RN, EnergyGuard RH See Note 2 fe W8191 37,5* S-148. Min. 22ga., Type B, Grade Optional) One or more Min. 0.25-inch Dens Deck Prime See Note 2 1 per 2 it' EverGuard TPO / 45.0* 33 steel or struct cone. layers, any combination W8191 S-149= Min. 22ga., Type 8, Grade Optional) One or more Min. 0.5-inch Dens Deck Prime See Note 2 1 per 3.2 ft EverGuard TPO / 45.0* 33 steel or struct cone. layers, any combination W8191 S-M. Min- 22 ga., Type B, Grade optional) one or more Min. 0.625-inch Dens Deck Prime See Note 2 1 per t fe EverGuard TPO, / 45Z* 31 steel or struct cone. layers, any combination I W8181 S-IS1 Min. 22 ga" or (Optional) One more Min. 0_2S-inch SECUROCK Gypsum Pricer Rooflicard See Note 2 it, I EverGuard TPO / 45Z. 33 steel or strict cone. layers, any combination W8181 Exterior Research and Design, LJLC. d/b/a TrinitylERD, Evaluation Report 01506,09.05-1119 for FL5293-RIS Certificate of Authorization #9503 Revision 19:09/25/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 28 of83 TABLE28-1A: STEELOR CONCRETE DECKS- NEW CONSTRUCTION, REROOF OUR -Off) OR RECOVER SYSTEM TYPE C-1- MECHANICALLYATTACHED INSULATION, BONDED ROOF COVER System Deck (SeeNote 1) Top Insulation LayerBaseInsulation Roof Cover MDPLayer Type fasten AttachNo. Adhesive psf) optional for recover) One Drill-Tec In2 (steel only) orV14 with Drift-Tec S-152. Min. 22 ga., Type B, Grade or more layers, am Min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board 3' Standard Steel Plates, Dfill-Tec 3 in, 2. ft' per 3. 1 p EverGuard TPO 45.0* 33 steel or struct conc. combination, min, 1-inch Ribbed Galvalume Plates (Rat) or Drill-Tec WB181 AccuTrac Flat Plates or with Dril-Tec A5AP 35 optional for recover) One Driff-Tec 912 (steel only) or #14 with Drill-Tec S-153. Min. 22 ga., Type B, Grade or more layersany Min. SECUROCK Gvpsum-Fiber Roof Board 0. 3' Standard Steel Plates, Drill-Tec I in. 4 fe 1perEverGuard TPO / 45 0* 33steelorstructcont. combination, min. 1-inch Ribbed GaWafurne Plates (Flat) or Drill -Ter W6181 AccuTrac Flat Plates orwith D,91-Tec ASAP 3S Min- 22 ga., TVW 9, Grade One or more layers, any Min, 0.5-inch EnergyGuard RH HD Polyiso Insulation, EverGuard TPO / S-154, 33 steel or struct oonc. combination, min. 1.5-inch EnergyGuard HD Potyiso insulation, EnergyGuard HD Plus See Note 2 1 per 2 It' WB181 ASD' Polyiso insulation SASS. Min. 22 ga., Type B, Grade Optional) One or more Min. 1.5-inch EnergyGuard Polyiso Insulation, EnergyGuard See Note 2 1 per 2 It, EverGuard TPO 4SZ' 33steelorstructcone. layers, any combination Ultra, EnergyGuard RA, EnergyGuard RN or EnergyGuard RHW8181 5- 156, Min. 22 ga., Type 0, Grade Optional) One or more Min, 2-inch EnergyGuard Potyiso Insulation, EnergyGuard EverGuard TPO 33 steel or struct cone- layers, any combination Ultra See Note 2 1 per 29 ft2 W8181 4S.O* Min. 22 ga., Type 9, Grade Optional) One or more Min. 24nch EnergyGuard PA FnergyGuard RN or See Note 2 1 per 4 it' EverGuard TPO 1 4S.O* 33steelorstructconc. layers, any combination EnergyGuard RH W8181 5- 158, Min. 22 ga., Type 8, Grade one or more layers, an Min. 0.25-inch Dens Deck Prime per SeeNote21L45 EverGuard TPO / 52,5 33steelorstructconc. combinaticit, min. 154rtch fez W8181 S- 1W Min. 22 ga., Type 8, Grade One or more layers, any Min. 025-inch SECUROCK Gypsum -Fiber Roof Board See Note 2 1 per 1.78 EverGuard TPO / 52. 5 33steelorstructconc, combination, min. 1-inch it, WBIBI Optional for recover) one S- 160, Min. 22 ga. Type 8, Grade 33 or more lay—, any Min. 037S4nch SECUROCK Gypsum -Fiber Roof Board I per 1.33 SeeNote2EverGuard TPO / 675 steelor ;;u;t_ conc. combination, min. 1-inchfir W8181 5. 161, Min. 22 ga., Type 8, Grade one or more layers, any Min. 0.54nch Structodek High Density Fiberboard Roof See Note, 2 1 per 1 0 ft2 EverGuard TPO / 67.5 33steelorstructconc. Combination, min. 1.54nch Insulation, Fiber Base HD1 or Fiber Base HD6 W8181 4r 777 Min. 22 ga., Type 8, Grade optional) one or more Min. 1.54rich EnergyGuard RA, ErtwgyGuard RN, See Note 2 1 per 3.2 ft2 EverGuard TPO / L- 30.0* 33steelorstructconc. layers, any combination EnergyGuard RH VOC S- 163. Min. 22 ga., Type B, Grade Optional) One or more Min. 2-inch EnergyGuard Pot*o Insulatiom EnergVGuard See Note 2 1 per 4 It' EverGuard TPO / L- 30,0* 33steelorstructconc. layers, any combination Ultra VOC optional for recover) one Drill-Tec 412 (steel only) or #14 with Dritt-let 5- 164, Win. 22 ga-, Type a, Grade Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber ormorelayersany3' Standard Steel Plates, Drift-Tec 3 In. I per 4 fir TPO / L- 30.0* 33 steelorstructconc. Roof Board combination, min, 14nch Ribbed Galvalume Plates (Flat) or Drill -Tee VOC AccuTrac Flat P rates orwith Drill-Tec ASAP 35 Min. 22 ga., Type8, Grade optional) one 5-inch E nergyGuard Polyiso Insulation, EnergyGuard 1 per 2.67 EverGuard PO / L- S-165, 33 steel or striuct com. layers, any con ergyGuard PA EnergyGuard RN, EnergyGuard RH See Note 2 ft, VOC Exterior Research and Design, I.I.C. d/b/a Trinity{ ERD Certificate of Authorization Jt9SW Prepared by: Robert Nieminen, PE-59166 Evaluation Report 01506.09.05-R19 for FL5293-R18 Revision 19: 09/25/2015 Appendix 1, Page 29 of 83 TRINITY ERD TABLE 2B-IA: STEEL OR CONCRETE DECKS -NEW CONSTRUCTION, REROOF (TEAR -OFF) oFt RECOVER SYSTEM TYPE C- 1: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck (See Note 1) Top Insulation Layer Roof Cover MOPBaseInsulationLayer Type Fasten AttachNo. Adhesive psi) S-166, Min. 22 ga., Type 9, Grade Optional) One or more Min, 0.25-inch SECUROCK Gypsum -Fiber Roof Board I W 2,67SteNote- 2 EverGuard TPO / L, 37 5. 33 steel or struct cons. layers, any combination firvoc S Min. 22 ga., Type R, Grade Optional) One or more Min. Prime See Note 2 (DrUP Tec 3' Standard Steel Plo te 1 per 2,67 EverGuard TPO / L- 167 33 steel or structconc. 0.25 -inch Dens Decklayers, anycombination only) It, voc 4S.O* Min. 22 ga,, Type B, Grade Optional) one or more 1 per 2,13 EverGuard TPO / L- S-168, 33 steel or struct cons Min. 0.25-inch Dens Deck Primelayers, any combination See Note 2 f0riff-Tec 3'Steel Plate only) ft? voc 45.0' 5-169, Min. 22 ga., Type B, Grade Optional) One or more Min. 0,25-inch Dens Deck Prime See Note 2 1 per 2 fe EverGuard TPO / L- A5,0* 33 steel or struct oonc- layers, any combination VOC S-170, Min. 22 ga., Type 8, Grade Optional) One or more Min. 0.5-inch Dens Deck Prime See Note 2 1 Per 32 ft2 EverGuard TPO / L- 4S.O* Is steel or struct cons- layers, any combination VOC S-171, Min, 22 ga., Type 0, Grade Optional) One or more Min. O.QS-inch Dens Deck Prime See Note 2 1 per 4 W' EverGuard TPO / L- 45,0* 33 steel or struct Cont. layers, any combination VOC S-172. Min. 22 ga., Type B, Grade Optional) One or more Min. 0.25-inch SECUROCK Gypsurn-fiber Roof Board See Note 2 per 2 itz EverGuard TPO / L- 45.0* 33 steel or struct cam layers, any combination voc S-173. Min, 22 ga„ Type 9, Grade Optional) Otte or more Min. 0.625-inch SECUROCK Gypsum -Fiber Roof Board See Note 2 1 per 4 te EverGuard TPO / L- 45Z' 33 steel or struct conc. layers, any combination VOC 5-174. Mtn. 22 ga,' Type B, Grade Optional) One or more 0.25-inch Dens Deck PrimeMin. See Note 2 1 per 1.45 EverGuard TPO / 45.0 cone. 33 steel or struct co layers, any combination it, VOC Optional for recover) one DrIll-Tec 412 (steel only) or #14 with Ofill-Tec S-175, Min. 22 ga., Type 9, Grade or more layers, any Min. 0.25-inch SECUROCK GypsurnFiber Roof Board 3- Standard Steel Plates, Drill-Tet 3 in. I per 32 firEverGuard TPO / L- 45.0* co33steelorstructcone. combination, min. 14nch Ribbed Gat" lume Plates (Flat) or Drift-Tec VOC AccuTrac flat Plates orwith Drill -Fee ASAP 35 Optional for recover) One Drib-Tec #12 (steel only) or#14with Drill -Tee S-176, Min. 22 ga., Type B, Grade or more layers, any Min, 0.37S-inch SECUROCK Gypsum -Fiber Roof Board 3" Standard SteetPlates, Driti-Tec 3in 1 per 4 fe EverGuard TPO / L- 4S.0' 33 steel or struct conc. combination, min. 1-Inch Ribbed Galvalume Plates (Rat) or Drib-TLc VOC AccuTrac flat Plates or with Drill-Tec ASAP 3S Min. 22. ga. Type 9, Grade one or more layers, any Min. 0.5-inch EnergyGuard RH HD Polyiso Insulatitiq, EverGuard TPO / L- S-177, 33 steel or struct conc. EnergyGuard HD Polyiso insulation, EnergyGuard HD Pluscombination, min. IS -inch See Note, 2 1 per 2 fe voc 45.0* PolyisoInsulation Min. 22 ga., Type B, Grade Min. 1.54nch EnergyGuard Polyiso Insulation, EnergyGuardOptional) one or more EverGuard TPO / L- 5,17& 33 steel or struct conc. Ultra, EnergyGuard RA, EnergyGuard RN, EnergyGuard RH orlayers, any combination See Note 2 1 per 2 ftz voc 45.0* EnergyGuard Ultra 5-179. Min, 22 ga., Type 8, Grade Optional) One or more Min, 2-inch EnergyGuard Polyiso insulation, EnergyGuard See Note 2 1 ver 2.9 fe EverGuard TPO / L- 45,0* 33 steel or struct conc. layers, any combination Ultra I VOC Min, 22 ga.' 8, Grade Optional) One or more Min. 2-inch EnergyGuard RA, EnergyGuard RN, EnergyGuard See Note 2 1 per, 4 it! EverGuard TPO / L- I3333steelorstructnc, cone. layers, any combination RR or EnergyGuard Ultra voc Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506.09,05-R19 for FL5293-RI8 Certificate of Authorization 49503 Revision 19:08/25/2015 Prepared by. Robert Nieminen,PE-59166 Appendix 1, Page 30 of 83 v / 1, TRINITY ERD TABLE20-IA: STEEL OR CONCRETE DECKS- NEW CONSTRUCTION, REROCIF (Tear -OFF) oft RECOVER SYSTEM TYPE C-1- MECHANICALLY ATTACHED INSULATICIN, BONDED ROOF COVER System Top Insulatlon Layer Roof Cover MOP Deck (See Note 1) Base instdatiort LayerNo. Type Fasten Attach Adhesive Psi) S_181. Min, 22 ga., Type B, Grade One or more layers, any Min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board See Note 2 1 per 1,78 EverGuard TPO L- 52-533steelorstructconc. combination, min. 14nch fe VOC S-182. Min, 22 ga., Type 8, Grade Optional) One or more Min. 24nch ACFoam W See Note 2 014 or XHD only) 1 2,67 EverGuard TPO L- 60.080steelorstructconc. layers, any combination ft, VOC S-181 Min. 22 ga., Type B, Grade Optional) one or more Min. 24nch ACFoam IV See Note 2 (XHD only) I per2.67 EverGuard TPO L- 60,033steellayers, any combination ft? voc S-184. Min. 22 ga., Type 8, Grade Optional) One or more Min. 24nch EnergyGua(d Polylso Insulation See Note 2 1 per 1.78 EverGuard TPO L- 60.033steelorstructconc. layers, any combination It, voc Min. 22 ga., Type B, Grade Optional) One or more 1 per 1.78 EverGuard TPO L- S-185, 33 steel or struct conc. Min. 24nch EnergyGuard RH layers, any combination See Note 2 ft, VOC 67,5 S-186. Min. 20 ga., Type B, Grade Optional) One or more Min. 24nch EnergyGuard Polyiso Insulation, EnergyGuard Drill-Tec #12 (steel only) or Drift-Tec #14 Fastener DriH-Tec 3 inRibbed 1 1.6 fe EverGuard TPO L- 67.533steelorstructconc. layers, any combination Ultra vAth per vocGalvalumePlate Min, 22 ga,, Type B, Grade Optional for reta%er) one I per 1,33 EverGuard TPO L- S-187. 33 or more layers, any Min. 0.375-inch SECUROCK Gypsum -Fiber Roof Board See Note 2 ft, VOC 67.5steelorstructconc. combination, min. 1-inch Min. 22 ga., Type B, Grade One or more layers, any EverGuard TPO L- S-188, 33 steel or struct cone. Min. 0.5-inch Structodek High Density Roof Fiberboardcombination, min. 15-inch See Note 2 1 per 1.0 ftz voc 67,5 S-189. Min. 22 ga., Type 8, Grade Optional) One or more Min. 2-inch ACFoam IV See Note 2 (#14 or XHD only) 1 per 133 EverGuard TPO L- 120.0aoSteelOfstructcone- layers, any combination ft VOC S-190, Min. 22 ga., Type 8, Grade Optional) One or more Min. 24nch ACFoam W See Note 2 (#14 or XHD only) 1 Per 1 fe EverGuard TPO L- 172.580steelorstructconc. layers, any combination voc ROOFlW SYSTEM, Min. 22 ga., Type B, Grade Optional) one or more Min. 1.5-inch EnergyGuard RA, EnergyGuard RN or Triposite SystemS-191, 33 steel or struct conc. layers, any combination EnergyGuard Ultra See Note 2 1 per 2.0 it See Note 17 45.0* Min. 22 ga., Type B, Grade Optional) One or more Min. 2-inch EnergyGuard RA, EnergyGuard RN or 1 12 ft2 Triposite SystemS-192, 33 steel or struct cone. layers, any combination EnergyGuard Ultra See Note 2 per See Note 17 45.0* S-191 Min. 22 ga,, Type 9, Grade Optional) One or more Min. 24nch EnergyGuard Ultra See Note 2 1 per 2 it' Triposite System 60.033steelorstructconc. layers, any combination See Note 17 Min. 22 ga. Type B, Grade ct Optional) One or more Min. 2-4nch EnergyGuard Ultra 1 tsar L45SeeNote2 Triposite System5-194. 75,033steelorconc. layers, any combination it, See Note 17 S-195. Min. 22 ga., Type B, Grade Optional) One or more Min. 015-inch Dens Deck, Dens Deck Prime or SECUROCK See Note 2 , per 4,0 ftzTSeeHybrid System 45.0* 33 steel orstruct conc. layers, any combination Gypsum -Fiber Roof Board Note IS Exterior Research and Design, LLC. d/b/a Trinityl ERO Evaluation Report 01506.09,05-R19 for FL5293-R18 Certificate of Authorization #9508 Revision 19:08/25/2015 Prepared by., Robert Nieminen,PE-59166 Appendix 1, Page 31 of 83 ERDTRINITY TABU ZB-IA: STEELOR CONCRETE DECKS - NEW CONSTRUCTION, REROOF (TW-Off} oR RECOVER SYSTEM TYPE C- 1: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Top Irmitation Layer Roof Cover MDPDeck (SeeNote 1) Base Insulation Layer I Type Fasten AttachNO. Adhesive psi} S-196. Min. 22 ga., Type 8, Grade Optional) One or more Min. 0.25-inch Dens Deck Prime See Note 2 1 per 1 8 ftz EverGuard TPO F8 4SV33steelorstructcone. rslaye, any combination Ultra/ Hot asphalt S-197. Min' 22 ga., B, Grade Optional) One or more Min, I-Swinch EnergyGuard RA, EnergyGuard RN, See Note 2 1 per 3.2 fir EverGuard TPO FS 30.0* 33 steel or struct cone, layers, any EnergyGuard RHcombination Ultra / W8181 Min. 22 ga., Type 8, Grade Optional) One or more Min, 24nch EnergyGuard Polyiso Insulation, EnergyGuard See Note 2 1 per I it EverGuard TPO, FBS-198, 30.0* 33 steel or struct cone, layers, any combination Ultra Ultra/ WBI81 Drill-Tec #12 (Mel only) or t1l4with Drill-Tec ! Optional for recover) One S-199, Mir. 22 ga.. Type8, Grade or more layers, Min. 0,25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber any 3* Standard Steel Plates, Drill-Tec 3 in. per 4 ltz EverGuard TPO FB 30,0. 33 steel or struct conc. Roof Board Ribbed GaNalume Plates (Flat) or Drill-Tec Ultra/ W8181combination, min. 14nch AccuTrac Flat Plates or with Dril-Tec ASAP 3S 5-200. Min. 22 ga., Type8, Grade Optional) One or more Min, 1,54nch EnergyGuard Polyiso Insulation, EnergyGuard See Note 2 1 per 2.67 EverGuard TPO FB 37.S* 11 steel orstruct cone. layers, any combination Ultra, EnergyGuard RA, EnergyGuard RN, EnergyGuard RN ft, Ultra / W9181 S-201. Min. 22 ga, Type8, Grade Optional) One or more Min. 1.54rith EnergyGuard Polyiso Insulation, EnergyGuard See Now 2 1 per 2 it, EverGuard TPO FB 45.0' 33 steel or struct cone. layers, any combination Ultra, EnergyGuard RA EnergyGuard RN, EnergyGuard RH Ultra / WBI81 S-202. Min, 22 ga., Type 8, Grade Optional) One or more Min. 2-inch EnergyGuard Polyiso Insulation, EnergyGuard See Note 2 1 per 2-9 fir EverGuard TPO F8 45.0* 33 steel orstruct cone. layers, any combination ultra Ultra/ W8181 Optional for recover} one Drig-Tec #12 (steel only) or #14 with Drill -Fee S-203, Min. 22 ga., Type 9, Grade or more layers, any Min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board 3' Standard Steel Plates, Dfiff-Tec 3 in, I per 12 fir EverGuard TPO FB 45,0133steelorstructcont. combination, min. 1-inch Ribbed Galvalume Plates (Rat) or Dril-Tec Ultra / W8181 AccuTrac Flat Plates or with WI-Tec AW 35 Optional for recover) one Driff-Tec #12 (steel only) or Jt14 with Driff-Tec 5-204. Min. 22 ga., Type 9, Grade or more layers, any Min. 0.375-inch SECUROCK Gypsum Fiber Roof Board 3' Standard Steel Plates, Drill-Tec 3 in. I per 4 112 EverGuard TPO FB 45.0* 33 steel or struct cone. combination, min. 1-inch Ribbed Galvaluroe Plates (Flat) or Drill-Tec Ultra / WR181 AccuTrac flat Plates orwith Dral-rec ASAP 35 S-205. lvlin 22 ga, Type 8, Grade One or more layers, any Min. 0.25-inch SECUROCK Gypsuns-Faber Roof Board See Note 2 1 per 1,78 EverGuard TPO F9 52,513steelorstruckcone, combination, min. 1-Inch ft, Ultra / W8181 Min. 22 ga, Type B, Grade Optional for recover) One 1 per 1.33 EverGuard TPO F9S-206, 33 steel or struct cone. or more layers, any Min. 0.3754nch SECUROCK Gypsum -fiber Roof Board See Note 2 ftzUltra W8181 67-S combination, min. 1-Inch 7777 7- 77 5-207. Min. 22 ga, Type B, Grade Optional) One or more Min. 24nch EnergyGuard Polyiso, Insulation, EnergyGuard See Note 2 1 per 4 fe EverGuard TPO FS Ultra/ LRF-M or 30W33steelorstructcone. layers, any combination Ultra LRF-0, 12-inch o.c. S-208. Min. 22 ga, Type B, Grade OptionA One or more Min. 1.5-inch ErvergyGuard "i5o Insulation, EnergyGuard I per 2.67SeeNote2 Ever -Guard TPO F6 ultra/ LRF-M or 37.5* 33 steel orstruct cone. lavers, anycombination Ultra, EnergyGoard RA, EnergyGuard RN, EnergyGuard RH It, LRF-0, 12-inch o.c. Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluatlon Report 01506.09.05-RI9 for R.5293-1118 Certificate of Authorization #9503 Revision 19:08/25/2015 Prepared by, Robert Nteminen, PE-59166 Appendix 1, Page 32 of 83 J I TRINITY ERD TABLE28-IA: STEEL OR CONCRETE DECKS -NEW CONSTRUCTION, REROOF (TEAR-OrF) OftRECOVER SYSTEM TYPE C-1: MEC14ANICALLY ATTACHED INSULATION, BONDED ROOF COVER system Deck (See Note 1) Base Insulation Layer Top Insulation Layer Roof Cover MOP No.Type Fasten Attach Adhesive psi} S-209. Min. 22 ga., Type 8, Grade Optional) One or more Min. 24nch EnergyGuard RA. EnergyGuard RN, EnergyGuard See Note 2 1 per 4 it' EverGuard TPO FS Ultra / LRF M or 37.5* 33 steel or struct Cont. layers, any combination RH LRF-0, 12-inch o.c. Min. 22 ga, Type 0, Grade Optional) One or more 1 per S. 33 EverGuard TPO FB 5-210, 33 steel Or struct conc. layers, any combination Min, 1.75-inch ACFoamComposite/G8 See Note 2 Ultra/ LRF-M, 12- 37.5* 1 inch o.c. 5-211. Min. 22 ga., Type 9, Grade One or more layers, any Min. 0.25- inch Temple Green Glass Primed Roof Board See Note 2 (Drill-Tec 3'Stondard Steel Plate 1 per 2 fe EverGuard TPO FB Ultra / LRF-M or 37.5* 33 steel or structconc. combination or AccuTrac Flat Plate a*) LRF-0, 12-inch O.C. 5-212, Min. 22 ga, Type 8, Grade One or mom layers, arry Mint. 0,25-inch Dens Deck Prime See Note 2 (FatDri- Tec 3Starrdard Steel Plate, I per 2 it' EverGuard TPO F9 Ultra/ LRF-M, 12- 37.5* 33 steel or struct conc. combination or A"ttTrac lPlot- onty) inch 0.c. S- 213, Min. 22 &a, Type 0, Grade Optional) One or more Min. 1.5-inch EnergyGuard Podlyisci insulation, EnergyGuard See Note 2 1 per 2 W EverGuard TPO F8 Ultra/ LRF-M or AS.0* 33steelorstructconc. layers, any combination Ultra, EnergyGuard PA EnergyGuard RN, EnergyGuard RH I LRF-0, 12-inch o.c, Min, 22 ga, Type 8, Grade Optional) One or more Mtn. 24nch EnergyGuard Polyiso Insulation, EnergyGuard EverGuard TPO FB 5- 214. 33 steel or struct cons. layers, any combination Ultra, EnergyGuard RA, EnergyGuard RN, ErvergyGuard AN See Note 2 1 per 2,9 it Ultra / LRF-M or 45.0* 1 LRF- 0, 12-inch o.c. Min. 22 ga , Type 8, Grade Optional) One or more 1 per S.33 EverGuard TPO F9 5- 215, 33 steel or struct conc. layers, any combination Min, 24nch ACFoam IV See Note 2 it Ultra/ LRF-M or 45.0* LRF- 0, 12-inch o.c, 5- 216, Min. 22 ga. Type B, Grade structOptional) One or more Min. 1.75-inch ACFoam Composite/G8 See Note 2 1 per 5.33 EverGuard TPO F8 Ultra / LPF 0,12- 45.0* 33steelorconc. layers; any combination inch o.c. 5- 21T Min, 22 ga., Type B, Grade one or more layers, any Min. 0.25-inch Dens Deck Prime See Note 2 (060-Tec 3'Swndord Steel Plate 1 per 2 it' EverGuard TPO FB Ultra / LRF-0, 12- 45.0* 33steelorstructconc. combination or A"ulrrac Flat Plate only) inch G.C. 5- 219, Min. 22 ga. Type 9, Grade One or more layers, any Min. 0.25-inch SECUROCK Gypsum -Fiber RoofBoard See Note 2 (DriXTec 3" Standard Steel Pic te I per 2 fix EverGuard TPO F8 Ultra/ LRF-M or 45D* 33steelorstructconc. combination of AccuTrac FlatPlateoNy) LRF-0, 12-inch o.c. Min. 22 ga,, Type 8, Grade Optional) One or in per 1.78 EverGuard TPO FB 33 steel or struct conc, ore Min. 2-inch EnergyGuard RH layers, any combination Min. See Note I (061ILrec 3'Steel Plate, only) Ultra/ LRF-M or 52.5 12- inch o.c. Min. 22 ga,, Type 9, Grade one or more layers, any per 1.78 EverGuard PO FB S_ 220 33 steel or, conc. Min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board combination, min. 1-inch See Note 2 Ultra / LRF-M or 52.5 UtF- O, 12-i.n.Cho.c. Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506,09.05-1119 for FL5293-RIB Certificate of Authorization #9503 Revision 19:08/25/2015 Prepared by, Robert Nieminen, PE-59166 Appendix 1, Page 33 of 83 f TRINITYERD: TABU 2B-1A: STEEL OR CONCRETE DECKS- NEW CONSTRUCTION, REROOF (TEAR -OFF) oft RECOVER SYSTEM TYPE C-1: MECHANICALLYATtACHEDINSULATtON, BONDED ROOF COVER system Deck (See Note 1) Base Insulation Layer Top insulation Layer Roof Cover MDP Type Fasten Attach NO. Adhesive psi) S- 221. Min. 22 ga ., Type 8, Grade Optional) One or more Min. 1.5-inch EnergyGuard Polyiso insulation, EnergyGuard 1 per 1,33 EverGuard TPO F8 33 steel or struct conc. layers, any combinationUltra or ACFoamIV See Note 2 W Ultra/ LRF-M or 60.0 LRf- 0, 12-inch ac. Optional for recover) One Dril-Tec #12 (steel only) of 414with Drill-tec EverGuard TPO F9 5- 222, Min.22 ga -, Type R, Grade or more layers, any Min, 0.25-inch Dens Deck Prime or SECUROCKGypsum -Fiber 3' Standard Steel Plates, Drill-Tec 3 in, I per 4 It' Ultra/ LRF-M, or 30.0* 33steelorstructcone, combination, min. 1-inch Roof Board Ribbed Salvalume Plates (Flat) or Drill-Tec LRF-0, 4-inch ac. AccuTracFlatPlatesorwithDrill-Tet ASAP 35 S- 221 Min. 22 &a., Type 9, Grade Optional) One or more Min. 1.5-inch EnergyGuard RH, EnergyGuard RN See Note 2 1 per 2 fe EverGuard TPO FB Ultra/ LRF-Mi. or 45.0* 33steelorstructconc. layers, any combination LRF-0, 4-inch o.c. S- 224. Min. 22 ga., Type 9, Grade Optional) one or more Min. 2-inch EnergyGuard FIR, EnergyGuard RN See Note 1 per 2.9 fe EverGuard TPO FB Ultra / LRF-rA or 45.01 33steelorstructconc. layers, any combination LRF-0, 4-inch o.c. Min, 22 ga, Type 8, Grade Optional) One or more Min. 1.5-inch EnergyGuard Polyiso Insulation, EnergyGuard I per 1.33 EverGuard TPO F8 5- 225. 33 steel or struct conc. layers, any combination RH, EnergyGuard FIN, EnergyGuard FIN See Note 2 ft, Ultra/ LRF-M or 60 0 LRF- 0, 4-inch o.c. Min, 22 ga., Type B, Grade Optional) One or more EverGuard TPO 6 S- 226 33 steel or struct conc. layers, any combination Min. 0.25-inch Dens Deck Prime See Note 2 1 per 2 ft, Ultra/ LRF-M or 45,0* LRF- O, 4-Inch o.c. Optional for recover) One Drill-Tec #12 (steel only) or #14 with Drill-T&_ EverGuard TPO FS S- 227 Min. 22 ga., Type 8, Grade or more layers, any Min, 0.25-inch SECUROCK Gypsum -Fiber Roof Board 3' Standard Steel Plates, Drill-Tec 3 in. 1 per 3, 2 ft' Ultra/ LFF-M or 45.0* 33steelorstructcone.Ribbed combination, min. 14nch Galvalume Plates (Flat) or Dtiff-Tec LRF- O, 4-inch o.c, AccuTracFlatPlatesorwith0, 41-Tec ASAP 35 Optional for recover) One Drill-Tec #12 (steel only) or 914 with Drdt-Tec EverGuard TPO FB S- 228. Min. 22 ga.. Type 8, Grade or more layers, any Min, 0.375-inch SECUROCK Gypsum -Fiber Rod Board 3' Standard Steel Plates, Nift-Tec 3 in, I per 4 fe Ultra / LRF-M or 45,0* 33steelorsttuctconecombination, min. 1-inch rill-Tec Platewiths (FiaDrfit) or D-ret GalvalumePtatesLRF-O, 4-inch o.c. AccuTracFiatorASAP3SMin, 22 ga, Type 9, Grade Optional for recover] One I per 111 EverGuard TPO FS S- 229, 33 steel or struct conic. or more layers, any Min, 0.375-inch SECUROCK Gypsum -Fiber Rod Board See Note 2 it, Ultra / LRF-M or 67.5 combination LRF-O, 44 nthia.c. 7, 77,7,,775- 2X Min. 22 ga Type 8, Grade Optional) one or more Min. 2-inch EnergyGuard Polyisc, Insulation, EnergyGuard See Note 2 1 per 4 it' EverGuard TPO FB Ultra/ GAF 2-Part, 30 0* 33steelorstructcone, layers, any combination Ultra spatter Optional for recover) One Drill-Tec #12 (steel only) or 414 with Drill-rec EverGuard TPO FB S- 231, Min' 22ga ` Type B, Grade or more layers, any Min. 0.25-inch Dens Deck Prime or SECUROCKGypsum -fiber 3' Standard Steel Plates, Dril;-Tec 3 In. I per 4 fl? Ultra/ GAF 2-Part, 30,0* 33steelorstrurtronc. combination, min. 14nch Rod Board Ribbed Galvahorie Plates (flat) or Driff-Tec spatter I I I I AccuTrac flat Plates or withDrill-Tec ASAP 35 1 1 1 Exterior Research and Design, LLC. d/b/a Trinlryl ERD Certificate of Authorization 49503 Prepared by, Robert Nieminen,PE-59166 Evaluation Report 01506.09.05-R19 for FL5293-RIS Revision 19: 09/25/2G15 Appendix 1, Page 34 of 83 TRINITY, ERD TABLE 2B-1A: SMILOR CONCRETE DECKS -NEW CONSTRUCTION, REROOF (TEAR -OFF) oR RECOVER SYSTEM TYPE C-1. MECHANICALLYATTACHED INSULATION, BONDED ROOF COVER System Deck (See Note 1) Top limlation layer Base Insulation Roof Cover MDPLayer Type Fasten AttacfeNo. Adhesive Psf) S-232. Min, 22 ga, Type 8, Grade Optional) one or more Min. 2.5-inch EnergyGuard Polyiso Insulation, EnergyGuard 1 per 2,67 EverGuard TPO, FB 33 steel or struct conc. layer, any combination Ultra See Note 2 ft, Ultra / GAF 2-Part, 375* spatter S-231 Min. 22 ga, Type 8, Grade Optional) one or more Min. 1,54rich EriergyGuard Pofiriso Insulation, EnergyGuard See Note 2 1 per 2 fe EverGuard TPO F8 Ultra / GAF 2,Part, 45.0" 33 steel or struct conc. layers, any combination Ultra, EnergyGuard RH, EnergyGuard RN soatter 5-234. Min. 22 ga, Type 9, Grade Optional) One or more Min. 2-inch EnergyGuard Polyiso Insulation, EnergyGuard See Note 2 1 per 2,9 it' EverGuard TPO P8 Ultra / GAF 2-Part, A5.0* 33 steel or struct conc. layers, any combination Ultra, ErwgyGuard RH, EnergyGuard RN spatter S-235, Min. 22 ga Type 9, Grade moreOptional) One or re Min, 1 5-Inch F nergyGuard Polfiso, insulation, EnergyGuard 1 Per21-33 EverGuard TPO FB 33 steel or struct conc. layers, any combination Ultra, EnergyGuard RH, EnergyGuard RN, EnergyGuard RN See Note 2 it Ultra/GAF 2-Part, 60.0 spatter S-23C Min 22ga.,Type B, Grade Optional) One or more Min. 0.25-inch Dens Deck Prime See Note 2 1 per 2 fl? EverGuard TPO FB Ultra/ GAF 2-Part, 4S.0* 33 steel or struct conc. layers, any combination spatter Optional for recover) one Drill-Tec #11 (steel only) or #14 with Drill -Tee EverGuard TPO FB S-237. Min, 22 ga., Type 9, Grade or more layers, any Min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board 3'Standard Steel Plates, Drill-Tet 3 in. I per 3.2 W Ultra/ GAF 2-Part, 45.0* 33 steel or struct conc, combination, min. 1-4rich Ribbed Galvalume Plates (Flat) or Drill-Tec spatterAttuTratFlatPlatesorwithDrif-Tec ASAP 35 Optional for recover) One Drill -Ter #12 (steel only) or #14with Drill-Tec EverGuard TPO FS S-238, Min. 22 ga., Type 8, Grade or more layers, any Min. 0.375-inch SECUROCK Gypsum -Fiber Roof Board 3' Standard Steel Plates, Dril,Tec 3 In. 1 per 4 fe Ultra / GAF 2-Part, 45.0* 33 steel or struct conc. combination, min. 14nch RibbedGatvalume Plates (Rat) or Drill-Tec spatterArcuTracFiatPlatesorwithDr#I-Tec ASAP 35 S-239. Min, 22 ga, Type 8, Grade One or more layers, any Min. 0.25-inch SECUROCK Gypsun-,Fber Roof Board 1 per 1.78SeeNote2 EverGuard TPO F8 Ultra/ GAF 2-Part, 52,533steelorstructconc. combination, min, 14neh IF spatter Min. 22 &a., TypeB. Grade Optional for recover) One I per 1.33 EverGuard TPO FB S-240, 33 steel or stnict conc. or more layers, any Min. 0.375-inch SECUROCK Gypsum -Fiber Roof Board See Note 2 fe Ultra/ GAF 2-Part, 67.5 co mbination spatter Exterior Research and Design, U-C. d/b/a Trinity) ERD Certificate ol'Authorization #95W Prepared by. Robert Nierninen, PE-59166 Evaluation Report 01506.09.05-R19 for FL5293-R18 Revision 19:09/25/2015 Appendix 1, Page 35 of 63 TRINITY ERD TABLE28-1B. STEEL OR CONCRETE DECKS -NEW CONSTRUCTION, REROCIF (TEAR-OFf) oR RECOVER SYSTEM TYPE C-M THERMAL BARRIER WITH VAPOR BARRIER, MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck (See Note 2) Thermal Barrier Vapor Barrier Top insulation Layer Roof Cover MOP No. Type Fasten I Attach Adhesive psi) Min. 22 ga., Type Min. 0,625-inch Dens Deck Prime or min. 0.5-inch SECUROCK Gypsum -Fiber Min . 1.54nch EnergyGuard "[so Insulation, EverGuard S-241. B, Grade 33 steel Roof Board, loose -lad, covered with WeatherWatch XT Mat Surfaced Leak EnergyGuard Ultra, EnergyGuard RA, EnergyGuard See Nate 2 1 per Z ft2 Freedom TPO self A5,0* or struct COM Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or Underitoof HT High RN adheredTemperatureLeakBarrier, self -adhered Min. 22 ga., Type Min. 0.625-inch Dens DeckPrime or min. 0.5-Inch SECUROCK Gypsum -Fiber EverGuard S-242, B, Grade 33 steel Roof Board, kiose-faid, covered with WeatherWatch)CT Mat Surfaced Leak Min, 24nch ErtergyGuard RA, EnergyGuard RN See Note 2 1 per 4 it' Freedom TPO I self 45.0* or struct conc. Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UrAerRoof HT High adheredTemperatureLeakBarrier, self -adhered i Min. 22 ga., Type Min. D.US-Inch Dens Deck Prime or min. 0.5-inch SECUROCK Gypsum -Fiber Min. 1,5-irxh Energy6uard Polffso Insulation, EverGuard S-243, 8, Grade 33 steel Roof Board, loose -laid, covered with WeatherWatch XT Mat Surfaced Leak E nergyGuard Ultra, EnergyGuard RA, EriergyGuard See Note 2 1 per 2 it' Freedom TPO / self 45.0' Barrier, UnderRoof 2 Polyester -Surfaced Leak Baffler or UnderRoof HT High RN, EnergyGuard RH. loose laid, Wowed by min. or struct conc. Temperature Leak Barrier, self -adhered 0.25-inch SECUROCK Gypsum -Fiber Roof Board adhered Min. 22 ga, Type Min. 0.625-inch Dens Deck Prime or min. 0.5-inch SECUROCK Gypsum -Fiber Min, 1.5-inch EnergyGuard RH, loose laid, followed EverGuard S-244. 8, Grade 33 steel Rod Board, bose4aid, covered with WeatherWatch XT Mat Surfaced Leak by min, 05-Inch EnergyGuard RH HD Pofyiso See Note 2 per2 it, Freedom TPO self 45.0* or struct conc. Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UndetRoof HT Hgh Insulation, EnergyGuard HD Pokyiso Insulation, adheredTemperatureLeakBarrier, self -adhered EnergyGuard HD Plus PoMso insulation Min. 22 ga., Type Min. 0.62S-inch Dens Deck Prime or min. 0.54nch SECUROCK Gypsum -Fiber EverGuard S-245, B, Grade 33 steel Roof Board, loose -laid, covered with WeatherWatch XT Mat Surfaced Leak Mln 2 EnergyGuard RA, EnergyGuard RN See Note 2 1 per 2 fe Freedom TPO self 52.5 or structeau. Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or Urderfloof HT F#gh (#14) adhered TemperatureLeakBarrier, self -adhered Min, 22 g,2,, Type Min. 0.625-inch Dens Deck Primeor min. 0.5-inch SECUROCK Gypsum-hber Min, LS-imh EnergyGuard Polyiso Insulation, RoofBoard, loose -lad, covered with WeatherWatch)(T Mat Surfaced Leak EverGuard TPO S-246, 8, Grade 33 steel Ener&Gtiard Ultra, EnergyGuard RA, EnergyGuard See Note Z 1 per 2 ft, Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UnderRoof HT High 1121 45.0* or struct co RN, tneri;VGuard RH TemperatureLeakBarrier, seff-adhered Min. 22 ga,, Type Min. 0.625-inch Dens Deck Primeor min. 0.5-inch SECUROCK Gypsum -Fiber S- 247, B, Grade 33 steel Roof Board, Wse-laid, covered with WeatherWatch XT Mat Surfaced Leak Min. 2-inch EnergyGuard RA, EnergyGuard RN, See Note 2 1 per 4 ft, EverGuard TPO 45. 01 Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UnderRoof HT'Hgh EnergyGuard RH k1121 or struct conc. Temperature Leak Barrier, self -adhered Min. 0.625-inch Dens Deck Prime or min. 0,5-inch SECUROCK Gypsum -Fiber Min. 1,54nch EnergyGuard POlso Insulation, Min. 2 2ga,, Type Roof Board, loose -laid, covered with WeritherWatch XT Mat Surfaced Leak EnergyGuard Ultra, EnergyGuard RA, EnergyGuard EverGuard TPO S-248, B, Grade 33 steel Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UnderRoof HT High RN, EnergyGuard RN, loose laid, followed by min. See Note 2 1 per 2 it 1121 45. 0* or stmct conc. Temperature Leak Barrier, self -adhered 0.25-inch Dens Deck Prime or SECUROCK Gypsum- Fiber Roof8oard Exterior Research and Design, LLC, d/b/a TrinitylERD Certificate of Authorization #95M Prepared by., Robert Nieminen,PE-59166 Evaluation Report G1506.09.05-R19 for FL5293-RI8 Revision 19:09/25/2015 Appendix 1, Page 36 of 83 j TRINITY ERD TABLE 20-18: STEEL OR CONCRETE DECKS -NEW CONSTRUCTION, REROOF (TEAR-OFf) OR RECOVER SYSTEM TYPEC-1A: THERMAL BARRIERWITHVAPOR BARRIER, MECHANtCALLYA'TTACHED INSULATION, BONDEDROOFCOVER System Deck (See Note Thermal Barrier / Vapor Barrier Top insulation Lager RoofCover/ MOP NO. Type FastenAttach Adhesive Psf) Min. 0.625-inchDens Deck Prime or min. 0.54nch SECUROCK Gypsum -Fiber Minn 1.5-inch EnergyGuard PoIriso Insulation, 1 5-249. Min- 22 ga., Type B, Grade 33 steel Roof Board, loose-taid, covered with WeatherWatch XT Mat Surfaced Leak EnergyGuard Ultra, EnergyGuard RA, EnergyGuard See Note 2 1 per 3.2 ft' EverGuard TPO 45 0* or struct cone. BarrierUnderRoof 2 Polyester -Surfaced Leak Barrier or UnderRoof HT Hgh RN, EnergyGuard RH, loose laid, followed by min. 1121 Temperature Leak Barrier, self -adhered 0,54rch Dens Deck Prime Min. 22 ga.l Type Min. 0.625-inch Dens Deck Prime or min. 0.5-inch SECUROCK Gypsum -Fiber min. 1.5-inch Erier&Guard Polyiso insulation, S- 250. 8, Grade 33 steel Roof Board, loose-taid, covered with WeatherWatch XT Mat Surfaced Leak EnergyGuard Ultra, EnergyGuard RA, EnergyGuard See Note 2 1 per 4 it' EverGuard TPO 450* orstrict cone. Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UnderRoof HT High RN, EnergyGuard RH, loose laid, followed by min. 1121 Temperature Leak Barrier, self -adhered 0.6254nch Dens Deck Prime Min. 22ga.,Type Min. 0.625-inch Dens Deck Prime or min, 0.5-inch SECUROCK Gypsum -Fiber Min, 1.5-inch EnergyGuard RH, loose laid, followed S-251 B, Grade 33 steel Roof Board, loose -laid, covered with WeatherWatch XT Mat Surfaced Leak by min. 05-inch EnergyGuard RH HD Poyso See Note 2 1 per 2 fe EverGuard TPO 4S.O* or struct conc. Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UrderRoof HT High Insulation, EnergyGuard HD Polyiso Insulation, 91121 Temperature Leak Barrier, self -adhered EnergyGuard HDPlus PoMso Insulation Min. 22 ga,, Type Min. 0.625- inch Dens Deck Prime cr min. 0,54nch SECUROCK Gypsum -Fiber Min. 1.5-inch EnergyGuard Potylso [mutation, S-252. 8, Grade 33 steel Roof Board, loose -laid, covered with WeatherWatch XT Mat Surfaced Leak EnergyGuard Ultra, EnergyGuard RA, EnergyGuard See Note 2 1 per 1.45 EverGuard TPO 52.5 Underfloof 2 Polyester -Surfaced Leak Barrier or UnderRoof HT High RN, EnergyGuard RH, loose laid, followed by min. It, 41121 or struct Cont. Temperature Temperature Leak Barrier, self -adhered 0.25-inch Dens Deck Prime Min. 22 Type Min. 0.625-inch Dens Deck Prime or min. 05inch SECUROCK Gypsum -Fiber Min. 1.5-inch EnergyGuard Polyiso Insulation, S-253, ga., 9, Grade 33 steel Roof Board, Howse -laid, covered with WeatherWatch XT Mat Surfaced Leak ErwrgyGuard Ultra, EnergyGuard RA, EnergyGuard See Note 2 1 per 1,6 it, EverGuard TPO 52.5 Barrier, UnderRoof 2Polyester -Surfaced Leak Barrier or UnderRoof HT High RN, ErtergVGuard RH, loose laid, followed by min. 1121 or struct conc. Temperature Leak Barrier, self -adhered 0.25-inch SECUROCK Gypsum,"Iber Roof Board Top 'Vv Min. 22 ga., Type Min. 0.625-inch Dens Deck Prime or min. 0.5-inch SECUROCK Gypsum -Fiber Min. I.S-inch EnergyGuard Polylso Insulation, S 254. B, Grade 33 steel Roof Board, loose -laid, covered with WeatherWatch XT Mat Surfaced Leak EriergyGuard Ultra, EnergyGuard RA, EnergyGuard See Note 2 1 per 2 ft? EverGuard TPO / 4S 0* or struct conc. Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UnderRoof HT High RN, EnergvGuard RH W8181 Temperature Leak Barrier, self -adhered Min. 22 ga., Type Min. 0.625-inch Dens Deck Prime or min. 0.5-inch SECUROCKGypsum -Fiber S-255. 9, Grade 33 steel Roof Board, loose -laid, covered with WeatherWatch XT Mat Surfaced Leak Min, 2-inch EnergyGuard RA, EnergyGuard RN, See Note 2 per 4 it, EverGuard TPO / 45 0* Barrier, UnderRoof 2Polyester -SurfacedLeak Barrier or UrderRoof HT High Er*rgyGuardRH W8181 or struct conc. Temperature Leak Barrier, sell-adheredI Min. 0.625- inch Dens Deck Prime or min. 0,5-inSECUROCK Gypsum -Fiber Min. 1.5-inch EnergyGLard Polviso insulation, I S-256. Min, 22 ga,, Type 8, Grade 33 steel Roof Board, loose -laid, covered with WeatherWatch XT Mat Surfaced Leak EnergyGuard Ultra, EneirgyGuard RA, EnergyGuard RN, EnergyGuard PH, loose laid, followed by See Z ft, EverGuard TPO rain, Note 1 W 2 Barrier, UnderRoaf 2 Polyester -Surfaced Leak Barrier or UnderRoof KT Fligh W8181 45.0* or struct conc. Temperature Leak Barrier, self - adhered 0,25-inch Dens Deck Prime orSECUROCI(Gypsum- Fiber RoofBoard Min. 22 ga., Type Min. 0.625-inch Dens Deck Prime or min, 0,5-inch SECUROCK Gypsum -Fiber Min, 1.54mh EnergyGuard Polyiw Insulation, S-ZS7. 8, Grade 33 steel Roof Board, loose-taid, covered with WeatherWatch XT Mat Surfaced Leak EnergVGuard Ultra, EnergyGuard RA, EnergyGuard See Note 2 1 per 31 fe EverGuard TPO orstructconc. Barrier, UnderRoof 2 Polyester - Surfaced Leak Barrier or UrderRoof HT High RN, EriergyGuard RN, loose laid, Wowed by min, W8181 Temperature Leak Barrier, self - adhered 0.5-inch Dens Deck Prime I Exterior Research and Design, LLC. d/b/a Trinityl ERD Certificate of Authorization #9503 Prepared by, Robert Nieminen, PE-59166 Evaluation Report 01506.09, 05-R19 for FL5293-RIB Revision 19:08/25/ 2015 Appendix 1, Page 37 of 93 INITY ERD TABLE 28-1B: STEEL OR CONCRETE DECKS -NEW CONSTRUCTION, REROOF(TtAft-OFf)oit RECOVER SYSTEM TYPE C-1A. THERMALBARRIER WITHVAPORBARRIER, ME04AMCALLY ATTACHEDINSULATION, BONDED ROOF COVER System Deck (See Note 11 Thermal Barrier/ Vapor Barrier Top Insulation Layer I Roof Cover MOP No. Type Fasten Attach Adhesive psi} Min. 22 ga., Type Min. 0.625-inch Dens Deck Prime or min. 0,5-inch SECUROCI(Gypsum-Fiber Min, LS-inch EnergyGuard Polyiso Insulation, S-258, B, Grade 33 steel Roof Board, loose -laid, covered with WeatherWatch XT Mat Surfaced Leak EnergyGuard Ultra, EnergyGuard RA, EnergyGuard See Nate 2 1 per 4 It, Ev"u2rd TPO i 45D* or struct conc. Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UnderRoof HT High RN, EnergyGuard RH, loose laid, followed by min. W8181 Temperature Leak Barrier, self -adhered 0.62S4nch Dens Deck Prime Min, 22 ga., Type M4% 0,625-inch Dens Deck Prime or min. OS -inch SECUROCK Gypsum -Fiber Min. 1.5-inch EnergyGuard RH, loose laid, followed S-259, B, Grade 33 steel Roof Board, loose-taid, covered with WeatherWatch XT Mat Surfaced Leak by min. 0-5-inch EnergyGuard RH HD Polyiso See Note 2 1 per 2 it' EverGuard TPO 45D' or struct conc. Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UnderRoof HT High insulation, EnergyGuard HD Polyiso Insulation, WB181 Temperature Leak Barrier, sett -adhered EnergyGuard HD Plus PolViso insulation Min, 22 ga„Type Min. 0.625-inch Dens Deck Prime or min. 0.5-inch SECUROCK Gypsum Fiber Min. 1-5-inch EnergyGuard Polyiso, insulation, S-260, B, Grade 33 steel Roof Board, loose -laid, covered with WeatherWatch XT Mat Surfaced Leak EnergyGuard ultra, EnergyGuard RA, EnergyGuard I per 1.45See 'o'e EverGuard TPO 52.5 or struct conc. Barrier UnderRoof 2 Polyester -Surfaced Leak Barrier or UnderRoof HT Hgh RN, EnergyGuard RH, loose [aid, followed by min. fe W8181 Temperature Leak Barrier, self -adhered 0,25-inch Dens Deck Prime Min. 22 ga., Type Min, 0.625-inch Dens Deck Prime or min. 0.5-inch SECUROCK Gypsum -Fiber Min. 1.5-inch EnergyGuard Polyiso Insulation, S-261 8, Grade 33 steel Roof Board, Bose -laid, covered with WeatherWatch XT Mat Surfaced Leak ErtergVGuard Ultra, ErtergyGuard RA, EnergyGuard See Note 2 1 per 1 6 fe EverGuard TPO 515Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UnderRoof HT High RN, EnergyGuard RH, loose laid, followed by min. WB181orstructcone. Temperature Leak Barrier, self -adhered 0,25-inch SECUROCK Gypsum -Fiber Roof Board WMWAADWWVOCTPOJ000INJi Min. 22 ga., Type Min, 0,625-inch Dens Deck Prime or min, 0,5-inch SECUROCK Gypsum -Fiber Min, 1.5-inch EriergyGuard Polyiso Insulation, S-262, 9, Grade 33 steel Rod Board, loose-4ald, covered with WeatherWatch XT Mat Surfaced Leak EnergyGuard Ultra, EnergyGuard PA, EnergyGuard See Note 2 1 per 2 fe EverGuard TPO / L- 45.0* or struct conc. Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UnderRoof HT Hgh RN, EnergyGuard RH VOC Temperature Leak Barrier, self -adhered Min. 22 ga., Type Min, 0.625-inch Dens Deck Prime or min. 0,5-inch SECUROCK Gypsum -Fiber S-263. B, Grade 33 steel Roof Board, loose -laid, covered with WeatherWatch XT Mat Surfaced Leak Min. 24nch EnergyGuard PA EnergyGuard RN, See Note 2 1 per 4 ft? EverGuard TPO / L. 4SD* or struct coric. Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UnderRoof HT Kgh EnergyGuard RH VOC Temperature Leak Barrier, self -adhered Min. 1.5-inch E Guard Polylso Insulation, Min. 0.625-inch Dens Deck Prime or min. 0.5-inch SECUROCK Gypsum -Fiber S-264, Min, 22 ga,' Type B, Grade 33 steel EnergyGuardUttraErtergyGuardRA, EnerSyGuard RodBoard, loose -laid, covered with WeatherWatch )cr Mat Surfaced Leak PN, EnergyGuard RH, loose laid, followed by See Note 2 1 fe EverGuard TPO / L- min. per 2 Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UnderRoof HT Ngh VOC 45D* or struct conc. inchDens Deck Prime or SECUROCK Gypsum- TemperatureLeakBarrier, seff-adhered Fiber Roof Board Min. 22 ga., Type Min. 0.625-inch Dens Deck Prime or min. 0.5-inch SECUROCK Gypsum -Fiber Min. I-S-mch EnergyGuard Polytso insulation, S- 265. 9, Grade 33 steel Roof Board, loose -laid, covered with WeatherWatch XT Mat Surfaced Leak EnergyGuard Ultra, EnergyGuard RA, EnergyGuard See Note 2 1 per 3.2 fe EverGuard TPO L- 45D' ot struct conc, Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UnderRoof HT Fggh RN, EnergyGuard RH, loose laid, followed by min, VOC Temperature Leak Barrier, self -adhered 0,5-inch Dens Deck Prime Min. 22 ga., Type Min, 0.625-inch Dens Deck Prime or min, 0.5-inch SECUROCK Gypsum -Fiber Min, 1.5-inch EnergyGuard Polyiso insulation, 5- 266, B, Grade 33 steel Roof Board, base -fail, covered with WeatherWatch XT Mat Surfaced Leak E nergiyGuardUltra, EnergyGuard RA, EnergyGuard See Note 2 1 per 4 it' EverGuard TPO L- 4S 01 or struct conc. Barrier, Underfloof 2 Polyester -Surfaced Leak Bar6w or UnderRoof HT Fkgh RN, EnergitGuard RH, loose laid, followed by min. voc Temperature Leak Barrier, self -adhered 0.6254nch Dens Deck Prime Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506,09.05-R19 for FL5293-RIB Certificate of Authorization 49503 Revision 19:08/25/2015 Prepared by-, Robert Nieminen, PE-59166 Appendix 1, Page 38 of 83 TRINITY ERD TABLE 20-IB: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION, REROCIF (Tt"-OFr) cia RECOVER SYSTEM TYPE C-IA: THERMAL HARRIER WITH VAPOR BARRIER, MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck (See Note 1) Thermal Barrier Vapor Barrier Tap insulation Layer Roof Cover MOP NO. I Type Fasten Attach Adhesive 1150 Min. 0.625-inch Dens Deck Prime or min. 0,5-inch SECUROCK Gypsum -Fiber Min. I.S-inch EnergyGuard RH, loose laid, followedMin. 22ga ., Type Roof Board, loose -laid, covered with WeatherWatch XT Mat Surfaced Leak by min, 0.5-irich EnergyGuard RH HD Polyiso EverGuard TPO / L- S-267, 6, Grade 33 steel See Note 2 1 per Z feBarrier, UnderRoof 2 Polyester -Surfaced Leak Barrier at UnderRoof HT High insulation, EnergyGuard HD Poly& Insulation, voc 45 0* or struct conc. Temperature Leak Barrier, self -adhered ErvergVGuard HD Plus Polyiso Insulation Min. 22 ga., Type Min, 0.625-inch Dens Deck Prime or min. 0.5-inch SECUROCK Gypsum -Fiber Min. 1.5-inch EnergyGuard Polyiso Insulation, 5-268, B, Grade 33 steel Roof Board, loose -laid, covered with WeatherWatch XT Mat Surfaced Leak EnergyGuard Ultra, EnergyGuard RA, EnergyGuard See Note 2 1 per 1.45 EverGuard TPO / L- 52,5Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UnderRoof HT High RN, EnergyGuard FIN, loose laid, followed by min, it, vocorstructconc. Temperature Leak Barrier, self -adhered 0.25-inch Dens Deck Prime Min, 0.625-inch Dens Deck Prime or min. 0.5-inch SECUROCK Gypsum -Fiber Min, 1.5-inch EnergyGuard Pblyisa Insulation, S-269, Min, 22 ga., Type B, Grade 33 steel Roof Board, Wse4aid, covered with WeatherWatch XT Mat Surfaced Leak EnergyGuard Ultra, EnergyGuard PA EnergyGuard See Note 2 1 per 1-6 its EverGuard TPO L- 52.5 or structconc. Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UnderRoof HT High RN, EnergyGuard RH, loose laid, followed by min. VOC Temperature Leak Barrier, self -adhered 025-inch SECUROCK Gypsum -Fiber Roof Board Min, 22 ga., Type Min. 0.625-inch Dens DeckPrime or min. 0.5-inch SECUROCK Gypsum -Fiber Min. I.S-inch EnergyGuard Pofyiso Insulation, 5-270, 8, Grade 33 steel Roof Board, loose -tall, covered with WeatherWatch XT Mat Surfaced Leak EnergyGuard Ultra, EnergyGuard RA, EnergyGuard See Note 2 1 per 2 fe EverGuard TPO F9 45,0* Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UnderRoof HT High Ultra /W8181orstructconc, Temperature Leak Barrier, seff-adhered RN, FnergyGuard RH Min. 0.625-inch Dens Deck Prime or min. 0,5-inch SECUROCK Gypsum -fiber S-271, Min. 22 ga, Type B, Grade 33 steel Roof Board, loose -laid, covered with WeatherWatch XT Mat Surfaced Leak Min. 2-inchEnergyGuard RA, EnergyGuard RN, See Note 2 1 per 4 fixEverGuard TPO F9 45,0. Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UnderRoof HT High Energy -Guard RH Ultra / W8181orstructconc. Temperature Leak Barrier, self -adhered Min. 0,625-inch Dens Deck Prime or min. 0.5-Inch SECUROCK Gypsum -Fiber Min. 1.5-inch EriergyGuard PolvLso insulation, S-272, Min. 22 ga, Type 8, Grade 33 Roof Board, toose-laid, covered with WeatherWatch XT Mat Surfaced Leak EnergyGuard Ultra, EnergyGuard RA, EnergyGuard RH, loose laid, followed by See Note 2 2 fe EverGuard TPO FBsteelBarrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UnderRoof HT High RN, EnergyGuard min, 1 per Ultra/ W5181 45,0* or struct conc. Temperature Leak Barrier, self -adhered 0.25-inch Dens Deck Prime or SECUROCK Gypsum - Fiber Roof Board Min. 22 ga., Type Min. 0.625-inch Dens Deck Prime or min. 0.5-inch SECUROCK Gypsum -Fiber Min, 1.5-inch EnergyGuard Polyiso Insulation, S-273. 9, Grade 33 steel Rod Board, loose -laid, covered with WeatherWatch XT Mat Surfaced Leak EnergyGuard Ultra, EnergyGuard RA, EoergyGuard See Note 2 1 per 3.2 ft EverGuard TPO FB 45.0* Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UnderRoof HT High RN, EnergyGuard RH, loose laid, followed by min. Ultra /WB181orstructooricTemperatureLeakBarrier, self -adhered 0.5-inch Dens Deck Prime Min. 0.625-inch Dens Deck Prime, or min, 0.5-inch SECUROCK Gypsum -Fiber Min. 1.5-4nch EnergyGuard Polyaso insulation, S-274, Win, 22 ga., Type 8, Grade 33 steel Roof Board, loose -laid, covered with WeatherWatch XT Mat Surfaced Leak EnergyGuard Ultra, EnergyGuard RA, EnergyGuard See Note 2 1 per 4 it, EverGuard TPO P9 45.0* Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UnderRoof HT High RN, EnergyGuard RH, loose laid, followed by min Ultra / W6181 orstruct cone- Temperature Leak Barrier, self -adhered 0.6254nch Dens Deck Prime Min, 0,625-inch beatsDeck Prime or min. 0,54h SECUROCK Gypsum -Fiber Min. 1,5-inch EnergyGuard Polyiso insulation, Min, 22 ga,, Toe Roof Board, loose -laid, covered with WeatherWatch XT Mat Surfaced Leak EnergyGuard Ultra, EnergyGuard RA, EnergyGuatd 1 per 1,45 Ever -Guard TPO F6 S-275, 8, Grade 33 steel See Note 2 Barrier, UnderRoof 2 Polyester -Surfaced leak Berrien or UnderRoof HT High RN, EnergyGuard RH, loose (aid, followed by min, ft, Ultra / W8181 S2_5 or struct conc, Temperature Leak Barrier, self -adhered 0,25-inch Dens Deck Prime E)Iertor Research and Design, U.C. d/b/a Trinityl ERD Certificate of Authorization 495M Prepared by, Robert Nieminen,PE-59166 Evaluation Report 01506.09.05-R19 for FL5293- R18 Revision 19:08/25/2015 Appendix 1, Page 39 of 83 k11 TR1N1TY'ERD TABLE 20-10: STEEL OR CONCRETE DECKS- NEW CONSTRUCTIONREROGNTEAR-OW) OR RECOVER SYSTEMTYPEC-1A. THERMAL BARRIERWITH VAPORBARRIER, MIE04ANtCALLYATTACHED INSULATION, BONDED ROOF COVER System Deck (See Note 1) Top Insulation Layer Thermal Barrier I Vapor Barrier — Roof Cover MOP NO. Type Fasten Attach Adhesive psi) Min. 22 ga, Type Min.0.625-inch Dens Deck Prime or min. 0.5-inch SECUROCK Gypsum -Fiber Min. LS4nch EnergyGuard PolyisD Insulation, S-276, 8, Grade 33 steel Rod Board, loose -laid, cowed with WeatherWatch XTMatSurfaced Leak EnergyGuard Ultra, EnergyGuard RA, EnergVGua6 See Note 2 1 per 1.6 ft' EverGuard TPO F8 52.5 or struct cone. Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UnderRoof HT High RN, EnergyGuard Rif, kme laid, followed by min. Ultra W8181 Temperature Leak Barrier, selfadhered 0.25-inch SECUROCK Gypsum -fiber RoofBoard PA M 'Lo", Min. 22 ga Type Min, 0.625-inch Dens Deck Prime or min. 0.5-inch SECUROCK Gypsum -Fiber EverGuard TPO FB 5-277. B, Grade 33 steel Roof Board, loose -laid, covered with WeatherWatch XT Mat Surfaced Leak Min. 1.54nch ErtergyGuard RA, EnergyGuard FIN, See Note 2 1 per 29 fe Ultra/ LRFAV or 45.0* Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UrderRoof HT High. gh EnergvGuard RHorstructoorw_ Temperature Leak Barrier, self -adhered LRF-G, 12-inch o.c. Min. 0,625-inch Dens Deck Prime or min. O.S-inch SECUROCK Gypsum -Fiber Min. 1,5-inch EnergyGuard "isa Insulation, Min. 22 ga., Type Roof Board, locise-laid, covered with WeatherWatch)(T Mat Surfaced Leak EnergyGuard Ultra, EnergyGuard RA, EnergyGuard EverGuard TPO FB 5-278. B, Grade 33 steel Barrier, UnderRoof 2 Polyesterr-Surfaoed Leak Barrier or UnderRoof HT High RN, EnergyGuard Rif, loose [aid, followed by min, See Note 2 1 per 2 ft2 Ultra I LRF-0, 12- 45.0* or struct conc, 0,25-inch Dens Deck Prime or SECUROCK Gypsum- Temperature Leak Barrier, self -adhered inch o.c. Fiber Roof Board Min. 22 ga., Type Min. 0.625-inch Dens Deck Prime or min. O.S-inch SECUROCI(Gypsum-Fiber Min. 1.5-inch EnergyGuard Polyiso Insulation, EverGuard TPO FB 5-279, 8, Grade 13 steel Roof Board, loose -laid, covered with WeatherWatch XT Mat Surfaced Leak EnergyGuard Ultra, EnergyGuard RA, EnergyGuard See Note 2 1 per 2 it' Ultra/ LRF-M, 12- 45.0* Barrier, UnderRoof 2 Polyester -Surfaced Leak Barrier or UnderRoof HT Kgh RN, EnergyGuard RH, loose laid, followed by min. or scrod arms Temperature Leak Barrier, self -adhered 0,25-inch SECUROCK Gypsum -Fiber Roof Board inch o.c. Min, 22 ga., Type Min. 0.625-Inch Dens Deck Prime or min. 0,5-inch SECUROCK Gypsum -Fiber EverGuard TPO FB S-280. B, Grade 33 steel Roof Board, loose -laid, covered with WeatherWatch XT Mat Surfaced Leak Min, 1.S-inch EnergyGuard Polyisci insulation, See Note 2 1.33 Roof Ultra / LRFW or 60 OBarrier, UnderRoof 2 Po ester -Surfaced Leak Barrier or Under HT Hgh EnergyGL3rd Ultra or ACFoam N ft Or struct coneTemperature Leak Barrier, self -adhered LRF-0, 12-inch o.c. Exterior Research and Design, LLC, d/bA Trinity[ ERD Certificate of Authoritation #9503 Prepared by: Robert Niemmen,PE-59166 Evaluation Report01506.09.05-RI9 for F15293-RI8 Revision 19:09/25/2015 Appendix 1, Page 40 of 83 J ERD TABLE ZB-Z: STEEL oR CONCRETE DECKS - NEW CONSTRUCTION, REROOF (ftAR-OFrj oit RECOVERISYSTEMTYPEC-2. MECHANICALLYATTACHED INSULATION, PLATE-RONDED ROOF COVER I System Deck Attachment No. See Note 1) Insulation Layer Fasteners Density Roof Cover/ Adhesive M DP (psf) One or more layers, any I Drill-Tec XHD combination, i and Drill-Tec EverGuard TPO, bonded to Drill-Tec RhinoBond TPO 5-281, Min, 22ga., type 0, preliminarily attached RhinoBond TPDXHD PlatesI Max. 1184nch o,c. in rows spaced max, 6D4nch o.c. XHD Plates or Drill-Tec Rhinoaond TPO XHD Tread 30OGrade33steel Tread Safe = min. 2- or Drill-Tet Rhino8ond TPOi Safe Plates with RhinoBond Portable Bonding Tool, I inch thick insulations XHD Tread Safe Plates per manufacturer's published instructions. Min. type One or more layers, any combination, Drill-Tec XHD and Drill-Tec EverGuard TPO bonded to Drill-Tec RhinoBond TPO S-282, 22 ga, 8, preliminarily attached Rhinogond TPO XHD Plates Max. 124nch o.c. in rows spaced max, 60-inch o,c, XHD Plates or Drill-Tec Rhino8ond TPO XHD Tread 37.5Grade33steelTreadSafe = min. 2- or Drill -Tel Rhino8ond TPO Safe Plates with Rhino8ond Portable Bonding Tool, inch thick insulationj XHD Tread Safe Plates per manufactures published instructions. One or more layers, any combination, Drill-Tec XHD and Drill-Tec EverGuard TPO bonded to Drill-Tec Rhino8ond TPO S-281 Min. 22 ga., type 8, preliminarily attached RhInoBond TPO XHD Plates c. . cMax. 18-irich o.in rows spaced max60-inch o.. XHD Plates or Drill-Tec RhinoBond TPO XHD Tread 37,5 Grade80steelTreadSafes2- or Drill-Tec RhinoBond TPO Safe Plates with RhinoBond Portable Bonding Tool, inch thick insulation) XHD Tread Safe Plates per manufacturer's published instructions. One or more layers, any I per 5.3 fe (6 parts per 4 x 8 ft board) combination, 4 x 8 If Drill-Tec XHD and Drill-Tec Fasteners located in each of the four corners of the board and EverGuard TPO bonded to Drill-Tec RhinoBond TPO S- 284. Min. 22 ga, type 8, bo rd; (Tread Safe RhinoBond TPO XHD Plates at mid -span of the 96-inch length, Fasteners are 12-inches XHD Plates or Drill-Tec RhinoBond TPO XHD Tread 37.5 Grade33steelmin. 2-inch thick or Drill-Tec Rhincigond TPO from the board's longedges and 12- and 48-inches from the Safe Plates, oath Rhinogond Portable Bonding Tool, insulation) XHD Tread Safe Plates board's short edges. per manufacturer's published instructions. One or more layers, any combination, Drill- Tec XHD and Drill-Tec EverGuard TPO bonded to Drill-Tec RhinoBond TPO S- 285, Min. 22 ga type 8, preffminarify attached RhinoBond TPDXHD Plates Max. 124nch cr.c, in rows spaced max. 60-Inch o.c, XHD Plates or Drill,-Tec RhinoBond TPO XH D Tread 45,0 Grade80steelTreadSafe = min. 2- or Driff-Tec RhinoBond TPO XHD Tread Safe Plates Safe Plates with Rhinollond Portable Bonding Tool, instructions. Inchthickinsulation) per manufacturer's published One or more layers, any Drill -Tel XHD and D, ill-Tec I per 5.3 ft' (6 parts per 4 x 8 it board) EverGuard TPO bonded to Drill-Tec RhinoBond TPO Min. 22 ga, type 8, combination, 4 x 8 ft RhinoBond TPO XHD Plates Fasteners located in each of the four corners of the board and XND Plates or Drill-Tec RhinoBond TPO XHD Tread S-286. Grade 33steel board; (Tread Safe - or Drill-Tec Rhino8ond TPO at mid -span of the964nch length, Fasteners are 6-inches Safe Plates with Rhir*Swd Portable Bonding Tool, 45. 0* min. 2-inch thick XHD Tread Safe Plates from the boarcrs long edges and 12- and 48-inches from the per manufacturer's published Instructions. Insulation) board's short edges 1 per 5.3 ft2 (6 parts per 4 x 9 ftboard) in. 2 ,500 psi strait one or more layers, any Drill-Tec #14 and Drill-Tec Fasteners located in eachof the four cornersof theboard andEverGuard TPO bonded to Drill-Tec RhinoBond TPO S- 287, conc. combination, 4 x 8 ft Rhino3ond TPO XHD Plates atmid-spanciftf*964nchtength, Fasteners are 64nches XHD Plates with RhinoBond Portable Bonding Tool, 45.0* board from the board's long edges and 12- and 48-inches from the per manufactures published instructions. I tward'tshort edges. One or more layers, any combination, 4 x 4 ftDrill-Tec XHD and DrilkTec I per 4ft' (4 parts per 4 x 4 ft board) EverGuard TPO bonded to Drill-Tec RhinoBond TPO S- 299, Min. 22 ga type 81 board; (Tread Safe Rhino8ond TPO XHD Plates Fasteners located in eachof the four comers of theboard. XHD Plates or Drill-Tec RhinoBond TPO XH D Tread 45,0* Grade33steelmin. 2-inch thick or Drill-Tec RhinciBond TPO Fasteners are 124nch from the board edges. Safe Plates with Rhino8ond Portable Bonding Tod, insulation) XHD Tread Safe Plates per manufacturer's published instructions. I Exterior Research and Design, LLC. d/b/a Trinity] ERD Evaluation Report 01506.09.05-RI9 for FL5293-RI8 Certificate Of Authorization #9503 Revision 19:09/25/2015 Prepared by. Robert Niem men, PE-59166 Appendix 1, Page 41 of 83 TRINITY, ERD TABLE 28-2. STEEL ors CONCRETE DECKS- NF-WCONSTRUCTION, REROOF(TEAR-OFF)o*RECCYVER I5YSTEMTYPEC-2: MECHANICALLY ATTACHED INSULATION, PLATF-BONDED ROOF COVER I system Deck Attachment Na. See Note 1) Instd2tion Layer Fasteners Density Roof Cover / Adhesive MDP (psf) Min. 2,500 psi struct One or more layers, any Drill-Tec: #14 and Drilli-Tec 1 per 4 ft' (4 parts per 4 x 4 ft board) EverGuard TPO bonded to Drill-Tec RhinoBond TPO S- 289, combination, 4 x 4 ft Fasteners located in each of the four corners of the board. XHD Plates with Rhino8ond Portable Bonding Tool, 45,0* cone. board RhinoBond TPO XHDPlates Fasteners are 12-inch from the board edges, per manufacturer's published instructions- 1 per 4fe (8 parts per 4 x 8 ft board) One or more layers, any combination, 4 x 8ft Drill-Tec XHD and Drill-Tec l EverGuard TPO bonded to Drill-Tec Rhino8ond TPO S- 290. Min. 22 ga, type B, board; (Tread Safe RhinoBond TPO XHD Plates XHD Plates or Drill-Tec RhinoBond TPO XH D Tread Grade 33steel min, 2-inch thick or DrIll-Tec Rhincigorid TPO Safe Plates with Rhinogond Portable Bonding Tool, insulation) XHD Tread Safe Plates per manufacturer's publishedinstructions. Min- 22 ga, type 8, One or more layers, any Drill-Tec SXHO and Drill- EverGuard TPO bonded to Drill-Tec RhinciSond TPO S- 291, Gradeg0steel combination, Tee RhinoBond TPO SXHD 24 x 24 inch grid SXHD Plates with RhinoBond Portable Sciading Toot, 60-0 IiI preliminarily attached Plates per manufactures published Instructions. Min_ 2,5DD psi struct One or more layers, any Drill -Tee #14 and Drill-Tec EverGuard TPO bonded to Drill-Tec Rhino8ond TPO S- 292. cone. combination, RhinoBond TPO XHD Plates 24 x 24 inch grid XHD Plates with RhinoBond Portable Bonding Tool, 60,0 preliminarily attached j per manufacturer's published instructions. One or more layers, any I Drill-Tec XHD and Drill-Tec EverGuard TPO bonded to Drill-Tec RhinoBond TPO S- 293, Min. 22 ga., type B, combination, preliminarily attached I Rhmo3ond TPO XHD Plates Max, 6-inch o.c. in rows spaced max. 72-inch ox, XHD Plates or Drill-Tec RhinoBond TPO XHD Tread 67.5 Grade33steelSafe2- or Drill-Tec Ahmagond TPO 1Safe Plates with RhinoBond Portable Bonding Toot, Tread = min, inch thick Insulation) XHD XHOTread Safe Plates per manufacturer's publishedinstructions. One or more layers, any combination, Drill- Tec XHD and Drill-Tec I per 2,67 ft' (12 parts per 4 x 8It board) EverGuard TPO bonded to Drill-Tec RhinoBond TPOMin. S- 294, 22 ga, type 8, preliminarily attached RhinoBond TPO XHD Plates Fasteners are 6-,24- and 42-inches from the board's long XHD Plates or Drill-Tec Rhinoilond TPO XHD Tread 67. 5 Grade33steelTreadSafe -min 2- or Drill-Tec Rhino8ond TPO edge and 12-, 36-,60- and 84-inches from the board's short Safe Plates with RhinoBond Portable Bonding Tool, XHD Tread Safe Plates edge. per manufacturer's published instructions. inchthickinsulation) one or more layers, any Drill-Tec XHD and Drill-Tec EverGuard TPO bonded to Drill-Tec Rhino8ond TPO Min. 22 ga, type B, combination, Rhinogond TPDXHD Plates XHD Plates or Drill Try RhinoBond TPO XHD Tread S-295, Grade 80 steel preliminarily attached or Drift-Tec RhinoBond TPO Max 6-Inch ox- In rows spaced max. 72-Inch o.c. Safe Plates with RhinoBond Portable Bonding Tool, 97, 5 Tread Safe = min, 2- XHD Tread Safe Plates per manufactures published instructions. inchthickinsulation} Eiderlor Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506.09,05-RI9 for FL5293.R1B Certificate of Authorization #95W Revision 19:09/2S/2015 Prepared by: Robert Nieminen, PE-59166 appendix 1, Page 42 of 83 TRINITY, ERDJ TABLE ZC. STEEL ors CONCRETE DECKS- NEW CONSTRUCTION, REROOF(TEAR-OFF) OR RECOVERISYSTEMTYPED4. MECHANICALLY ATTACHED ROOF COVER I System Deck Insulation Roof Cover MDP No. see Note 11 Type Attach membrane Fasteners Attachment psf) Min. 22 go., type 8, One ormore layers; any Prelim. EverGuard Drill-Tec XHD with Drill-Tec 2 3/9 in. Barbed 18-inch oc within 6-inch wide laps spaced 544nch o.c. and Grade 80 steel combination, min. 1-inch attach TPO X14D Plates seated with a L54nch heat weld. 30,0 Drill- Tec XHD with Drill-Tec 2-3/8 in. Barbed S- 297. Min. 22 go., type 8, One or more foyersany Prelim. EverGuard XHD Plates or Dri#-Tec Eyehook AccuSeam 124nch o.c. within (-inch wide laps spaced 114-inch oc. and 30.0 Grade33steelcombination, min. LS-inch attach TPO seated with a 1,5-inch heat weld. PlatesS- 298. Min. 22 go., type 8, One or more layers, arty Prelim. EverGuard Drill-Tec XHD with Drili-Tec 2 in. Double 12-inch o.c. within 6-mch wide laps spaced 90-inch o.c. and 37. 5 Grade33steelcombination, min. 1-inch attach TPO Barbed XHD Plates sealed with a 1.5-inch heat weld. Min. 22 go., type 8, One or more layem any Prelim, EverGuard Drill-Tec XHD or SXHD with Drill-Tec 2 3/4 in. 12-inch o.c. within 6-inch wide laps spaced 114-inch oc. and S-299 Grade 80 steelcombination, min. 1. 5-inch attach TPO Barbed SXHD Plates seated with a LS-Inch heat weld, 37,5 S- 300, Min- 22 go., type B, One or more layers, any Prelim. EverGuard Drill-Tec XHD with Drill-Tec 2 3/9 in, Barbed 124nch o.c. within 5-inch wide laps spaced 1154nch ac, and 37.5 Grade80steelcombination, min. 1.54rich attach TPO XHD Plates seated with a 1.5-inch heat weld, Min. 22 go., type 8, One or more layers, any Prelim. EverGuard Dritt-Tec XHD with Drill-Tec 2 3/8 in. Barbed 124nch oc- within 6-inch wide laps spaced 54-inch o.c. and 5-301. Grade 33 steel combination, min. 1.5-inch attach TPO XHD Plates; or Drill-Tec SXHD with Drill-Tec 2 seated with a 1.5-inch heat weld. 45.0 3/ 4 in. Barbed SXHD Plates 5- 302. Min. 22 go., type B, One or more layers, any Prelim. EverGuard Drill-Tec SXHD with Drill -Tee 2 3/4 in. Barbed 12-inch o.c. within 6-inch wide laps spaced 90-inch o.c. and 45,0 Grade33steelcombination, min. 1-inch attach TPO SXHD Plates sealed with a 1.5-inch heat weld. S- 303. min. 20 go., type 8, One or more layers, any Prelim. EverGuard Drill-Tec XfiD with Drill-Tec 2 3/4 in. Barbed 12-ainch o.c. within 6-inch wide laps spaced 90-inch o.c. and 45,0 Grade33steelcombination, min. 1-inch attach TPO SXHD Plates seated with a 1.5-inch heat weld. Min. 22 go., type 8, One or more layers, any Prelim. EverGuard Drill-Te,_ XHD with Drill-Tec 2 3/9 in. Barbed 6-inch o.c. within 5-inch wide laps spaced 114,5-inch o.c, and S-304, Grade 80 steel combination, min. 1.5-inch attach TPO I XHD Plates sealed with a 1,75-inch heat weld 45,0 S- 30S, Mln_ 22 go., type 8, One or more layers, any Prelim. EverGuard Drill-Tec SXHD with Drill-Tec 2 3/4 in, garbed 124nch o.c. within 6-inch wide laps spaced 1144nch o,c, and 45.0 Grade80steelcombination, min. 1-inch attach TPO SXHD Plates seated with a 1.5-Inch heat weld. Drill- Tec X14D with Drill-rec 2-3/8 in. garbed S- 306. Min. 22 go., type 8, One or more layers, any Prelim, EverGuard XHD Plates, Drill-Tec Eyehook AccuSeam 6-inch o.c. within 6-inch wide laps spaced 114-inch o.c. and 52.5 Grade33steelcombination, min- 1-inch attach TPO Plates or Drill-Tec 2 inDouble Barbed XHD seated with a LS-inch heat weld. Plates i Prelim. Drill-Tec #14 or Drill-Tec CD-10 fasteners S- 307. Structural concrete one or more layers, any attach or EverGuard with Drill-Tec 2 in. Double Barbed XHD inch o.c. within &-inch wide laps spaced 114-inch o.c. and 52.5 combination, min. 1.5-inch TPO Plates, Drill-Tec 2-3f8 in. Barbed XHD Plates sealed with a 1,5-inch heat weld. 085WorDrill-Tec Eyehook AccuSeam Plates 1 i S- 308, Min. 22 go,, type B, one or more Layers any Prelim. EverGuard Drill-Tec XHD with Drill-Tec 2 3/8 in. Barbed XHD Plates or Drill-Tec 2 in. Double garbed 64nch o.c. within S-inch wide taps spaced 115- inch o.c, and 52.S Grade90steelcombination, min. 1.5-inch attach TPO sealed with a 1,5-inch heat weld, XHDPlatesMin, 22 go., type 8, One or more layers, any Prelim, EverGuard Drill-Tec XHD with Drill-Tec 2 3/9 in. garbed 6-inch o.c. within 6-inch wide laps spaced 54-inch o.c, and 5-309, Grade 33 steel combination, min. 1.5-inch attach TPO XHO Plates sealed with a 1.5-inch heat weld, Exterior Research and Design, I.I.C. d/b/a Trinityl ERD Certificate of Authorization #9503 Prepared by: Robert Nieminert,PE-59166 Evaluation Report 01506,09,05-RI9 for FL5293-RI8 Revision 19:09/25/2015 Appendix 1, Page 43 of 83 ERDJ' TRINITY TABLE 2C: STEEL oRCONCRETE DECKS -NEW CONSTRUCTION, RER0OF(TfAft-OFF)oR RECOVER SYSTEM TYPE D-1. MECHANICALLY ATTACHED ROOF COVER Deck Insulatton Roof Cover MOPSystemNo. See Note 1) Type Attach Membrane Fasteners Attachment psf) Min. 22 ga, " B, One or more layers, arty Prelim, EverGuard Drill-Tec XHD with Drill-Tec 2 1/8 in, Barbed 64nch o,c, within 6-inch wide laps spaced 90-inch o.c. andS-310. Grade 33 steel combination, min. 1-inch attach TPO XHD Plates seated with a 1.5-inch heat weld, 60.0 S-311, Min. 22 ga., type 8, One or more IayeM any Prelim, EverGuard brill-Tec XHD with Drill-Tec 2 in. Double 6-inch o.c. within 6-inchwide lapsspaced 114-inch o.c. and 60,0Grade33steelcombination, min, 1-inch attach TPO Barbed XHD Plates seated with a 1.5-inchheat weld. Min. 22 ga., type BV Min, 332 psi, min. 2-inch thick EverGuard Drill-Tec XHD with Drdl-Tec 2 in. Double Fastened through to engage steel deck, 64nch c.c. within 6- S312, O.S%), Grade 33 steel Celcore N/A TPO Barbed XHD Plates (to engage steel deck) inch wide taps spared 114-inch o.c. and sealed with a 1.5- 67.5 inch heat weld. Min. 22 ga., type 8, one or more layers, any Prelim, EverGuard Drill-Tec XHD with Drift-Tec 2 3/4 in. Barbed 6-inch o.c. within 6-inch wide laps spaced 114-Inch o.c. andS-311 Grade 33steel combination, min. 1-inch attach TPO S)G4D Plates sealed with a 1.5-inchheat weld. 67.5 S fasteners 5-314. Min. 18 ga., type B, One or more layers, min, 1.5- inch EnergyGuard Poly'W plates EverGuard Drill-Tec XHD Fasteners with Drill-Tec 2 in. 6-rinch o.c. within 6-inch wide laps spaced 114-inch o.c. and 90.0Grade33steelinsulation, EnergyGuard Ultra per 4 x 4 ft TPO Double Barbed XHD Plates seated with a 1. 5-inch heat weld. board aw, Min. 22 ga,, type 8, One or more layers, any Prelim, EverGuard Dr%,Tec XHD (steel only) or Drill-Tec #14 64nch o.c- within min. 64nch wide laps spaced 114-inch o.c. S-315. Grade 33steel or combination, min. 1.5-inch attach TPO FS Ultra Fasteners (concrete only) with Drill-Tec 2 3/8 and sealed with a 1.6254nch heatweld. 45.0 structrural concrete in. BarbedXHD Plates Min. 22 ga., type 8, One or more layers, any Prelim. EverGuard DrIlt-Tec XHD (steel only) or Drill-Tec #14 6-inch o.c. within min. 6-inch wide laps spaced 112.5-inch stat8d5-316, Grade 33 steel or combination, min. 1.54nch attach I TPO FB Ultra Fasteners (concrete only) with Drill-Tec 2.3/8 ac. andwith a 1,625-inch heat weld. 60.0 structrural concrete In. Barbed XHD Plates TABLE 2D' STEEL OR CONCRETE DECKS — NEW CONSTRUCTION, RER10OF (Tina -OFF} OR RECOVER SYSTEM TYPE D-2: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER Deck Insulation Layer(s) Base orAnchor Sheet System No. Roof Cover M DP (psi} SeeNote1) Type Attach Base Fasteners Attach Min. 22 ga., type 8, Grade 33 one or more layers, GAF StormSafe Anchor 12- inch o,c, at min. 44nch laps and 12- EverGuard Freedom TPO / self S-31T steel or min. 2,500 psi rose lard any combination Sheet (494nch wide} see Note 2 inch ac. in two, equally spaced, staggeeed 45.Oa dhered structrual concrete centerrowsMin, 22 ga, type B, Grade 33 One or more layers, GAF 5torm5afe Anchor 18-itch cic. at min. 44nch laps and 18- EverGuard Freedom TPO / self S-318. steelormin, 2,500 psi any combination Loose -laid Sheet ( 484nch wide) See Note 2 inch o.c. in two, equally spaced, staggered adhered -52,5 structrual concrete center rows Exterior Research and Design, LLC. d/b/a Trinity( ERD Evaluation Report 01506.09,05-RI9 for FL5293-RI8 Certificate of Authorization # 9503 Revision 19:08/25/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1, Page 44 of 83 TRINITY ERD TABLE3A-1. CONCRETE DECKS -NEW CONSTRUCTION OR REROOF (TEAR -Orr) I SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER I system Deck Base Insulation Layer Top Insulation Layer MIDP No I See Note 1) Vapor Barrier Roof Cover j Adhesive Type :At(psf) Type Attach Structural D41 or Matrix"' 307 Premium Min. 1-4rtch EnergyGuard RA, EnergyGuard EverGuard Freedom TPOC-1. concrete Asphalt Primer & UnderRoof HT RH or EnergyGuard RN OB500 Optional) Additional layer of base insulation 08500 /seffadhered -37.5 High Temperature Leak Barrier Structural D41 orMatrbe" 307 Premium Asphalt Primer & UnderRoof HT Min, 1-inch EnergyGuard RA, EnergyGuard 09500 Min, 0.2S4nch SECUROCK Gypsum -Fiber Roof EverGuard Freedom FPO OBS00 -37,5concreteconcreteHighTemperatureLeakBarrierRHorEner&Guard RN Board self adhered Structural 641 orMatrix"' 307 Premium Min. OS -inch EnergyGuard RH HD Polyiso EverGuard Freedom TPOC-3. concrete Asphalt Primer & UnderRoof HT Min. 1.5-inch EnergyGuard RH 08500 Insulation, EnergyGuard HD Pofyiso insulation, OB500 /selfadhered -37.5 High Temperature Leak Barrier EnergyGuard HD Plus Polylso insulation Structural D41 orMatrix- 307 Premium Min, lAnch EnergVGuard RA, EnergyGuard EverGuard Freedom TPOC-4. concrete Asphalt Primer & UnderRoof 2 RH or EnergyGuard RN 08500 Optional) Additional layer of base insulation 08500 self adhered -52 5 Polyester -Surfaced Leak Barrier Structural D41 or, Matrbc- 3G7 Premium Min. 0.5-inch EnergyGuard RH HD Polyiso EverGuard Freedom TPOC_5. concrete Asphalt Prinner & UnderRoof 2 Min. 1.5-inch EnergyGuard RH 08500 Insulation, EnergyGuard HD Polyiso insulation, 08500 / self adhered -97.5 Polyester -Surfaced Leak Barrier EnergyGuard HD Plus Polyiso insulation Structural Min.D.S-inch EnergyGuard RH HD Polyiso EverGuard Freedom TPOC-6. Optional) See Note A below Min, 1.54nch EnergyGuard RH 08500 Insulation, EnergyGuard HD Polyiso Insulation, 08500 -97.5 concrete EnergyGuard HD Plus Pofoso insulation self adhered D41 orMatrix- 307 Premium C-7. Structural Asphalt Primer & UnderRoof 2 Min. 14nch EnergyGuard RA, EnergyGuard OB500 Min. 0.254nch SECUROCK Gypsum -Fiber Roof EverGuard Freedom TPO08500 -12T5concretePolyester -Surfaced Leak Barrier RH or EnergyGuard RN Board self adhered C-8. Structural Optional) See Note A below Min, 0.2S4mh SECUROCK Gypsum -Fiber 08500 None EverGuard Freedom TPO 230.0concreteRoofBoardseffadhered Additional optional layers base Insulation C-9. Structural Note A belowOptional) See N Min. 0,5-inch EnergyGuard Polyiso 08500 followed by EverGuard FreedomTPO 065001 -232.5 concrete Insulation, EnergyGuard Ultra Min. 0.25-inch SECUROCK Gypsum -fiber Roof I Iseffadhered Board C- 10. Structural Optional) See Nate A below Min- 0.5-inch EnergyGuard Potyiso 08500 Optional) Additonal layers of base insulation 09500 EverGuard Freedom TPO -292.S concrete Insulation, EnergyGuard Ultra j self adhered C_11 Structural Optional) See Note Abelow Min. 14rich EnergyGuard RA, EnergyGuard OB5W Min.0.254nch SECUROCK Gypsum -fiber Roof OB500 EverGuard Freedom TPO -347.5 concrete RHorEnergyGuardRNBoard / se If adheredC-12. Structural Optional) See Note A below Min. 1.54ach EnergyGuard RA, 08500 Min. 0. 2S4nch SECUROCK Gypsum -fiber Roof 09500 EverGuard Freedom TPO -382.5 concrete EnergyGuardRHorEnergyGuardRNBoardselfadheredStructuralMin. 0.5-inch EnergyGuard RH HD Polyiso EverGuard Freedom TPO C-13, concrete None, Min. 1-54nch EnergyGuard RH LRF-M Insulation, EnergyGuard HD P*iso Insulation, LRF-W, 97.5 Iselfadhered EnergyGuardHDPlusPofyisotrisufationiC-14, Structural None Min. 0.5-inch EnergyGuard Potpso LRF-M 4 optional) Additional layers of base insulation LRF-M EverGuard Freedom TPO -232,5 concrete Insulation, EnergyGuard Ultra self adhered Exterior Research and Design, I.I.C. d/b/a TrinitylERD Evaluation Report 01506,09.05-RI9 for FL5293-R18 Certificate of Authorization 495M Revision 19:09/25/2015 Prepared by., Robert Nieminen, PE-59166 Appendix 1, Page 45 of 83 TRINITY ERD TABLE21A-1. CONCRM DECKS -NEW CONSTRUCTION OR REROOF(TEAR-OfF) SYSTEM TYPE A-1: BONDED INSULATION, SCMDED ROOFCOVER System Deck Base Insulation Layer Top ftwWonLayer MOP VaporBarrierRoofCover / Adhesive Type Attach Na(SeeNotell Typo Attach PS Structural Min. 0.5-inch EnergyGuard Polyso Additional optional layers base insulation EverGuard Freedom TPO C-15, concrete None Insulation, EnergyGuard Ultra LRF4,4followed by Min, 0.254nch SECUROCK Gypsum- LRF-M se If adhered 232.5 Fiber Roof Board Structural Min. 1.54nch EnergyGuardPolyiso GAF 2- GAF 2- m EverGuard FreedomTPOC-I& Optional) See Note A below Part, CR- optional) Additional layer of base insulation Part, CR- 142.5 concrete Insulation, EnergyGuard Ultra se If adhered 20 1 20 Structural Min. 0.5-inch EnergyGuard Polyso GAF 2- Additional optional layers base insulation GAF 2- EverGuard Freedom TPO C-1TconcreteOptional) See Note A below Insulation, EnergyGuard Ultra Part, CR- followed by min, 0,25-inch SECUROCK Gypsum- Part, CR- sell adhered 232.5 20 Fiber Rod Board 20 Structural Min. 1.54nch EnergyGuard RA, GAF 2- Min. D,254nch SECUROCK Gypsum -Fiber Roof GAF 2- EverGuard Freedom TPO C-19. concrete Optional) See Note A below EnergyGuard RH or EnergyGuard RN Part, CR- Board Part, CR- self adhered 382.5 20 20 Stctural Optional) GAFGLAS Fly 4 orMin. 1.5-inch EnergyGuard RA, Hot Optional) Min. 0254nch Dens Deck Prime or Hot C-19. conrucrete primed) GAFGLAS FfexPly6 in hot asphalt EnergyGuardRH or EnergyGuard RN Asphalt min. 7116- inch OSS asphalt EverGuard TPO #1121 45 c Structural D41 or Matrix- 307 PremiumMin. 1-4nch EnergyGuard RA, EnergyGuard C-20. Asphalt Primer & UnderRoof HT 08500 Optional) Additional layer of base insulation OaS00 EverGuard TPO f #1121 37.5 concrete HighTemperature Leak Barrier RH or EnergyGuard RN Structural D41 or Matrix- 307 Premium Min. 1-inch EnergyGuard RA, EnergyGuard Min. 0.25,4nch DensDeck Prime or SECUROCK C-21, concrete Asphalt Primer & UnderRoof HT RH or EnergyGuard RN 09500 Gypsum Fiber Roof Board OB500I EverGuard TP 0 #1121 37.5 High Temperature Leak Barrier Structural D41 or Matrix- 107 Premium Min. 0.5-inch EnergyGuard RH HD Polyiso C-22, Asphalt Primer & UnderRoof HT Min. 1.5-inch EnergyGuard RH 013500 Insulation, EnergyGuard HD Poyso Insulation, OB500 EverGuard TPO U ;;I12 1 17.5 concrete HighTemperatureLeakBarrierFnergyGuardHDPlusPolyisoInsulationC-23. Structural See Note Abelow Min. 1,54nch FM Approved Premier OB500 Min. 0.25-inch Dens Deck Prime OB500 EverGuard TPO #1121 450 i concrete industries / Imulfoam EPS Board f Structural D41 or Matrb- 307 Premium Min. 14nch EnergyGuard RA, EnergyGuard C-24, concrete Asphalt Primer & UnderRoof 2 RH or ErvergyGuard RNOBSOO Optional) Additional layer of base insulation OBSOO EverGuard TPO f 91121 45.0 Polyester -Surfaced Leak Barrier C-25. Structural D41 or Matrix- 307Premium Asphalt Primer & UnderRoof 2 Min.14nch EnergyGuard RA, EnergyGuard 08500 Min. 015-inch Dens Deck Prime 06500 EverGuard 17PO #1121 52.5 concrete Polyester - Surfaced Leak Barrier RHor EnergyGuard RN Structural Min. 0.5-inch EnergyGuard Polyiso Additional optional layers base insulation C-26. Optional) See Note A below 085M followed by min, 0.5-inch Structodek High 08500 EverGuard TPO #1121 92.5 Concrete Insutation, EnergyGuard Ultra Density Fiberboard Rod insulation Structural D41 or Matrix- 307 Premium Min. 0.5-inch EneraGuard RH HD Polyiso C-27. Asphalt Printer & UnderRoof 2 Min. 1.5-inch EnetgvGuard RH OB500 Insulation, EnergyGuard HD Potyiso [mutation, 08500 EverGuard TPO j#1i21 97,5 concrete Polyester -Surfaced Leak Barrier EnergyGuard HD Plus Polyiso Insulation I I Exterior Research and Design, U.C. d/b/a Trinity] ERD Evaluation Report 01506.09.05-R19 for FL5293-RIB Certificate of Authorization #95M Revision 19:09/25/2015 Prepared by, Robert Nieminen, PE-59166 Appendix 1, Page 46 of 83 J TRINITY ERD TABLE3A-1: CONCRETE DECKS -NEW CONSTRUCTION OR REROOF (TEAR-OfT) I SYSTEM TYPE A-1: ]BONDED INSULATION, WINDED ROOF COVER I System Dedc Base Insulation Laver Top Insulation Layer MDP Vapor Barrier Roof Cover / Adhesive Type AttachNo. See Note 1) Type Attach fpsf) Structural Min. DS-Inch Ener&Gjard RH HO Polylso C-29. Optional) See Note A below Min. 1.5-inch EnergyGuard RH 08500 Insulation, EnergyGuard HD Potyiso Insulation, OB500 EverGuard FPO /#1121 -97.5concrete EnergyGuard HO Plus Polyiso Insulation C-29. Structural Optional) See Note A below Min, 24nch, min. 1.0 pcf, ASTM CS78 08500 Min, 0.254nch Dens Deck or Dens Deck Prime OBSOO EverGuard TPO / #1121 -120.0 concrete expanded polystyrene Structural D41 orMatrix- 307 Premium Min. 14nch EnergyGuard RA, EnergyGuard Min. 0,25-4nch SECUROCK Gypsum Fiber RoofC-30 concrete Asphalt Primer & UnderRoof 2 RH or EnergyGuard AN 08500 09500 EverGuard TPO / k1121 127.5 BoardPolyester -Surfaced Leak Barrier Structural Min. 1.54nrh EnergyGuard RA, C- 3 1. Optional) See Note A below EnergyGuard RH or EnergyGuard AN or 09500 Min. 0,254nch Dens Deck or Dens Deck Prime OBSOO EverGuard TPO / 91121 110.0 concrete Min. 1-Inch Foamular 250 Structural Min. 0.5-inch EnergyGuard Polyiso Additional optional layers base insulation C- 32, concrete Optional) See Note A below Insulation, EnergyGuard Ultra 08500 followed by min. 0.2S-mch Dens Deck Prime or ORS00 EverGuard TPO / #1121 1 -232.5 I SECUROCKGypsum -Fiber Roof Board C- 33. Structural Optional) See Note A below Min. 1.5-inch EnergyGuard RA or 08500 Min, 0,25-minch Dens Deck Prime or SECUROCK OBS00 EverGuard TPO / #1121 -240.0 concreteEnergyGuardRNGypsum -Fiber Roof Board C- 34. Structural Optional) See Note A below Min. 24nch EnergyGuard RA, EnergyGuard 05500 Min. D.254nch SECUROCK Gypsum -Fiber Roof 08500 EverGuard TPO #1121 -247.5 concrete RH or EnergyGuard AN Ord BoaC- 35, Structural Optional) See Note A below Min. I.S4nch EnergyGuard Ultra OSS00 Optional) Additional layer of base insulation 08500 EverGuard TPO, #1121 -270,07 concrete C- 36, Structural Optional) See Note A below Win. 0.54nch EnergyGuard Polyiso 08500 Optional) Additional layers of base insulation 08500 EverGuard TPO #1121 _292.5 concrete Insulation, EnergyGuard Ultra C_ 37' Structural None Min. 14nch EnergyGuard RA Offsoo None N/A EverGuard TPO /#1121 502.S concrete I Structural Min. 0.5-inch EnergyGuard Poyso Additional optional Layers base insulation C- 38. concrete None Insulation, EnergyGuard Ultra LRF-M followed by min. 0,5-inch Structodek High LAF-M EverGuard TPO / 41121 92.5 DensKy Fiberboard Roof Insulation Structural Min. 0.5-inch EnergyGuard RH HO Polviso, C- 39, None Min. 1.54nch EnergyGuard PH LRF_M Insulation, EnergyGuard HO Polyiscr Insulation, LRF-M EverGuard TPO / 41121 -97.5 concrete EnergyGuard HD Plus Polylso Insulation I I C- 40. Structural None Min. 1-inch EnergyGuard RH LRF-M Optional) Additional layer of base insulation LRF-M EverGuard TPO f#1121 -162.5 concrete I C- 41. Structural None Min. 0.54nch EnergyGuard P*iso LRF-M Optional) Additional layers of base insulation LRF-M EverGuard TPO 141121 -212.5 concreteInsulation, EnergyGuard Ultra Additional optional layers base Insulation C- 42. Structural None Min. 0.54nch EnergyGuard Pofyiso LRF-M followed by LPF-M EverGuard TPO / #1121 232.5 - concrete Insulation, EnergyGuard Ultra Min, 0,254nch Dens Deck PrimeorSECUROCK Gypsum- Fiber Roof Board Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report 01S06.09.05-RI9 for FLS293-R18 Certificate of Authorization #9503 Reviston 19:09/25/2015 Prepared by., Robert Niermnen,PE-59166 Appendix 1, Page 47 of 83 TR1N1TY'EEC} TABLE 3A- 1: CONCRETE DEW - NEW CONSTRUCnON oR REROOF (TEAR-OfqISYSTEMTYPEA-1: BONDED INSULATION, BONDED ROOF COVER I system Deck Base Insulation Layer Top Insulation Layer MOP Na See Note 1) Vapor Ranier Roof Cover / Adhesive Type Attach (Iss" Type Attach Structural Min, 0.5-inch EnergyGuard PolVisci GAF 2- Additional optional layers base insulation GAF 2- C-43. concrete Optional) See Note A below Insulation, EnergyGuard Ultra Part, CR- followed by min. 0.5-inch Structodek High Part, CR- EverGuard TPO/ #1121 -82.5 20 Density Fiberboard Roof Insulation 20 C-44 Structural Optional) See Note A below Min. 1.54rich thick, min, 1. 25 pcf ASTM GAF 2- Part, CR- Min. 0.2S-mch Dens Deck Prime or SECUROCK GAT 2- Part CR- EverGuard TPO #1121 -97.5 concrete C578 EPS board Gypsum -Fiber Roof Board20 20 Min. 1.S4ncfi ErkergyGuard RA, C_45 Structural Optional) See Note A below EnergyGuard RH or EnergyGuard RN or GAF 2- Part CR- GAF 2- Min. D.254nch Dens Deck or Dens Deck Prime Part, CR- EverGuard TPO/ #1121 -130.0 concrete Min15-inth thick, min. 1.5 pcf ASTM C578 EPS board 20 2 0C- 46. Structural Optional) See Note A below One or more layers, min. 1.5-inch thick GAF 2- Pam CFL- GAF 2- Min. D.254nch SECUROCK Gypsum -Fiber Rod Part, CR- EverGuard TPO #1121 -180.0 concretemin. 1.5 pcf ASTM C578 EPS board Board 2020 Structural Min. 0,5-inch EnergyGuard Polyiso GAF 2- Additional optional layers base insulation GAF 2- C- 47. concrete optional) See Note A below Insulation, EnergyGuard Uttra, Part, CR- followed by min. 0.25, inch Dens Deck Prime or Part CR. EverGuard TPO #1121 -232.5 20 SECUROCK Gypsum -Fiber Rod Board 20 C_" Structural Optional) See Note A below One or more layers, min. 1.5 -inch thick, GAF 2- Part. CR- Min. 0.25-inch SECUROCK Gypsum -Fiber Roof GAF 2- Part, CR- EverGuard TPO #1121 -240.0 concretemin. 2.0 pcfASTM C579 FPS board Board 2020 C-49. Structural Optional) See Note A below Min. 2-inch EnergyGuard RA, EnergyGuard GAF 2- Part, CR- Min. 0,25 inch SECUROCK Gypsum -Fiber Roof GAF 2 Part, R- EverGuard TP01#1121 247.5 concrete RHorEnergyGuardFINBoard120 20 T, 77777,' 77,77 '777 77' 77 "'77 C-50. Structural concrete None Min. 1.54och EnergyGuard RA, Hot Hot Optional) AdditionallayerofbaseinsulationEverGuardTPO WBI81 -135.0 primed) EnergyGuard RH or EnergyGuard RN asphalt asphalt Structural 041 or Matrix- 307 Premium Min. 14nch EnergyGuard RA, EnergyGuard C_51 Asphalt Primer & UnderRoof HT 08500 Optional) Additional layer of base insulation 08500 EverGuard TPO W9181 -37.5 concrete HighTemperatureLeakBarrierRHorEnergyGuardFINStructural041 or Matrix- 307Premium Min. 14nch EnergyGuard RA, EnergyGuard min. 0 254nch Dens Deck Prime or SECUROCK C-52. Asphalt Primer & Underfloof W 08500 09500 EverGuard TPO W8181 -37.5 concrete High Temperature Leak Barrier RH or EnergyGuard RN Gypsum -Fiber Roof Board I i Structural 041 or Matrix- 307 Premium Min. 0.5-inch EnergyGuard RH HO Potyiso i C-51 Asphalt Primer & UnderRocif HT Min, 1.54rich EnergyGuard RH 08500 Insulation, EnergyGuard HD Pofyiso insulation, 08500 EverGuard T lation PO/Waisi -37.5 concrete HighTemperatureLeakBarrierEnergyGuardHDPlusPolyisoInsulationC-54. Structural Optional) See Note A below Min. 1.5-inch FM Approved Premier 08500 Min. 0.254nch Dens Deck Prime 08500 EverGuard TPO I WBIK -45.0 concrete industries / Insulfoam EPS Board C-55. Structural D41 or Matrix- 307Premium Asphalt Primer & UnderRoof 2 Min, 14nch EnergyGuard RA,EnergyGuard OBSOO Optional) Additional Layer of base insulation OR500 i EverGuard TPO/WB181 -45.0 concrete Polyester - Surfaced Leak Barrier RH or EnergyGuard FIN Exterior Research and Design, LLC. d/b/a Trinity] ERD Certificate of Authorization #95M Prepared by: Robert Nieminen,PE-59166 Evaluation Report 01506.09.05-R19 for F15293-RI8 Revision 19: 09/25/2015 Appendix 1, Page 48 of 83 I "ITY ERDN TASLEIIA-1: CONCRETE DEM-NEW CONMUCTtONoRREROOF(Tr-An-Offj SYSTEM TYPE A-LBONDFDINSWAVOK SMOIED ROOFCOVIER system Deck Base Insulation Layer Top k%sulation Law Na,(Seesee Note 1) VaporBarrier Root Cover / Adhesive Type Attach (Psf) Type Attach C-56. Structural 041 orMatrix' 307 Premium Asphalt Primer & UnderRoof 2 Min. inch Energy FIN RA, EnergyGuard 00500 Min. 0.254nch Dens Deck Prime or SECUROCK 05500 EverGuardTPO/WBIS1 -52.5concrete Polyester -Surfaced Leak Barrier RH or EnergyGuard FIN Gypsum -Fiber Rod 8oard Structural till or Matrbe" 307 Premium Min. 0.5-inch EnergyGuard RH HD Polyiso C-57. Asphalt Primer & UnderRocif 2 Min. 1-inch EnergyGuard RH 08500 Insulation, EneTyGuard HD Polyiso Insulation, 06500 EverGuard TPO / W5181 -97.5concretePolyester -Surfaced Leak Barrier EnergyGuard RD Plus PoMso Insulation Structural Min, 0.5-inch EnergyGuard RH HD Polyiso, C-58. Optional) See Note A below Min. 1.5-inch EnergyGuard RH 08500 Insulation, EnergyGuard HD Pofylso Insulation, 05500 EverGuard TPO /WB181 -97.5 concrete EnergyGuard 14D Plus Polyiso Insulation Structural Optional) See Note A below Min. 24nch, min. 1.0 pcf, ASTM CS78 08500 Min. 0.254nch Dens Deck Prime 08500 ii.0 concrete expanded polysene tyrStructural Min. 1.54nch EnergyGuard RA, C- 60. Optional) See Note A below EnergyGuard R14 or EnergyGuard RN or 09500 Min. 0,254nch Dens Deck Prime 09500 EverGuard TPO WB181 110.01, concreteMin. 1-inch Foamular 250 C- 61. Structural Optional) See Note A below Min. 1.-1,4nrhEner"Guard RA, 08500 Min. D,25,4nch Dens Deck Prime OBS00 EverGuard TPO W8181 -135.0 concrete EnergyGuard RH or EnergyGuard FIN C- 62. Structural None Min. 1-inch EnergyGuard RA 05500 None N/A EverGuard TPO W8181 -215,0 concreteStructural Min, 0.5-inch EnergyGuard Polyiso Additional optional layers base insulation C- 63. Optional) See Note A below OBS00 followed by min, 0-25-inch Dens Deck Prime or 08500 i EverGuard TPO W8181 -232.S concreteInsulation, EnergyGuard Ultra SECUROCK Gypsum Fiber Roof Board C- 64, Structural Optional) See Note A below Min. 1.5-inch EnergyGuard Ultra 08500 Optional) Additional layer of base insulation 09 concrete C-65 Structural Optional) See Note A below Min. 0.54rich EnergyGuard PotViso ORS00 Optional) Additional layers of base insulation 09500 EverGuard TPO W8181 -292.5 concrete- insulation, EnergyGuard Ultra Structural Min. 0.5-inch EnergyGuard RH HD Polyiso C-6& None Min. L54nch ErgyGuard RH rve LAF-M Insulation, EnergvGuard HD Polyiso Insulation, LPF-M EverGuard TPO W8181 -97.5 concrete EnergyGuardHDPlusPolyisoInsulationC-67, Structural None Mim 0,25-irch SECUROCK Gypsum -Fiber LRF-M None N/A EverGuard TPO j W8181 -1115concrete RoofBoardC-6& Structural None Min. 14tich EnergyGuard RH LRF-M Optional) Additional taW of base insulation LRF-M EverGuard TPO W8181 -162.5 concrete C- 69. Structural None Min. O.S-inch EnergyGuard Polyiso LRF-M Optional) Additional layers of base insulation LPF-M EverGuard TPO /W6181 -2-12.S concrete Insulation, EnergyGuard Ultra Structural Min. 0.54rvch EnergyGuard Polyiso Additional optional layers base Insulation C-X concrete None insulation, EnergyGuard Ultra LRF-M followed by min. 0,25-inch Dens Deck Prime or LRF-M EverGuard TPO / W9181 -232.S SECUROCK Gypsum - Fiber Roof Board C-71. StructuralMin. optional) SeeNoteAbelow1.54nch thick, min. 1,2S pcf ASTM GAF 2- Part, CR- GAF 2- Min. 0- 2S4ncb Dens Deck Prime Part, CR- EverGuard TPO / W8191 -97.S concrete I I CS79 EPS board I 1 20 1 20 Exterior Research and Design, LLC, d/b/a Trinity[ ERD Certificate of Authorization 495M Prepared by. Robert Niemirien,PE-59166 Evaluation Report 01506.09.05-R 19 for FL5293-RI8 Revision 19: 08/25/2015 Appendix 1, Page 49 of 83 TRINITY ERD TABLE3A-1- CONCRETE DECKS -NEWCONSTRUCTION oR REROOF(TEAR-OFF) I SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOFCOVER I System Deck Base Insulation Layer Top lawlation Layer I MDP Na See Note 1) Vapor Barrier Type Attach RoofCover / Adhesive Type Attach Min- I.S4nch EnergyGuard RA, Structural ErtergyGuard RH or EnergyGuardAN or GAF 2- GAF 2- C- 72. concrete Optional) See Nate AbelowMin, 1S4nch thick, min- I.S pcf ASTM C578 Part, CA. Min. D.25-inch Dens Deck Prime Part CR- EverGuard TPO t WB1B1 -130.0 EPS board 20 20 i Structural Min. 0.5-inch EnergyGuard "iso GAF 2- Additional optional layers base insulation GAF 2- C- 73. concrete Optional) See Note A below Insulation, EnergyGuard Ultra Part, CA- followed by min. 0.25-inch Dens Deck Prime or Part CR- EverGuard TPO / W8191 232,5 20 SECUROCK Gypsum -Fiber Roof Board 20 C- 74. Structural Optional) See Note A below Min. 1.5-inch EnergyGuard Polviso, GAF 2- Part, CR- Optional) Additional layer of base insulation GAF 2- Part, CA. EverGuard TPO / WBISI -270.0 concrete Insulation, EnergyGuard Ultra 20 20 Structural Optional) GAFGLAS Ply 4 or Min. 1.54nch EnergyGuard RA, Hot Hot C-7S, concrete GAFGLAS FlexPIV6 in hot asphalt EnergyGuard RH or EnergyGuard AN Asphalt Optional) Min. 0.254nch Dens Deck Prime asphalt EverGuard TPO L-VOC -4S.0 primed) Structural D41 or Matrix— 307 Premium Min. 14nch EnergyGuard RA, EnergyGuard C-76. concrete Asphalt Primer & UnderRoof HT RH or EnergyGuard AN 08500 Optional) Additional layer of base insulation OR500 EverGuard TPO L-VOC -17.5 High Temperature Leak Barrier Structural D41 or Matrix— 307 Premium Min. 1-inch EnergyGuard RA, EnergyGuard Min. 0,25-inch Dens Deck Prime or SECUROCK C-77. concrete Asphalt Primer & UnderPoof HT RH or EnergyGuard AN 08500 Gypsum - Fiber Roof Board 09500 EverGuard TPO I L-VOC -37.5 High Temperature Leak Barrier Structural D41 or Matrix— 307 Premium Min, 0.5-inch EnergyGuard RH HO Polylso C- 7& Asphalt Primer & UnderRoof HT Min. 1.54nch EnergyGuard AN 08500 Insulation, EnergyGuard HID P*iso Insulation, 09500 EverGuard TPO L-VOC -37-5 concrete High Temperature Leak Barrier EnergyGuard HID Plus Polylso insulation Min. 1.54och EnergyGuard RA, EnergyGuard R14 or EnergyGuard AN, min. C- 79. Structural Optional) See Note A below 24nch, min. 1.0 pcf, ASTM C578 expanded OB500 Min. D.254nch Dens Deck Prime or SECUROCKOB500 EverGuard TPO L-VOC -45.0 concrete polystyrene or Min. 1-inch Foamular 250 or Gypsum- Fiber Roof Board rrin. 1.54nch, FM Approved Premier Industries / Insulfoam EPS Board Structural D41 or Matrix'* 107 Premium Min. 14nch EnergyGuard RA, EnergyGuard C_80 Asphalt primer & UnderRoof 2 OB500 Optional) Additional layer of base Insulation 08500 EverGuard TPO L-VOC -45.0 concretePolyester -Surfaced Leak Barrier AN or EnergyGuard AN Structural D41 or Matrix"' 307 Premium Min. I -Inch EnergyGuard RA, EnergyGuard C-81. Asphalt Primer & UnderRoof 2 OB500 Min. 0,25-4nch Dens Deck Prime 06500 EverGuard TPO L-VOC -45.0 concrete Polyester -Surfaced Leak Barrier AN or EnergyGuard AN Additional optional layers base insulation Structural Optional) See Note A below Min. 0.54nch EnergyGuard Polylso 09500 followed by 08500 EverGuard TPO L-VOC -32.5 concrete insulation, EnergyGuard Ultra Min. 0,5-inch Structodek High Density Fiberboard Roofinsulation Exterior Research and Design, LLC. d/b/a Trinity[ ERD Evaluation Report 01506.09.05-RI9 for FL5293- RIB Certificate of Authorization #9503 Revision 19:08/25/2015 Prepared by., Robert Nierninen, PE -59166 Appendix 1, Page 50 of 83 J ,j TRINITY ERD TABLESA-1- CONCRETE DECKS - NEW CONSTRUCTION OR RERr0OF(TEAR-Off) ISYSTEMTYPEA-1: BONDED INSUtAMON, BONDED ROOFCOVER I System Deck Base Insulation Layer Top Insulation Layer MDP iNa See Note 1) Vapor Ranier Roof Cover/ Adhesive Type Attach (PSO TypeAttachStructural 041 or Matrix' 107 Premium Min. 0.5-inch EnergyGuard RH HD Polyiso C- 83, Asphalt Printer & UnderRoof 2 Min. 1.54nch EnergyGuard RN 06500 Insulation, EnergyGuard HD Polyiso Insulation, 08500 EverGuard TPO / L-VOC j -97.5 concretePolyesterSurfacedLeakBarrierEnergyGuardHDPitsPwsoinsulationStructural Min- 0-s-inch EnergyGuard RH 14D Polyiso C- 84. Optional) See Note A below Min. 1.5-inch EnergyGuard RH 09500 Insulation, EnergyGuard HD Polylso Insulation, 09500 EverGuard TPO / L-VOC -97.5 concreteEnergyGuard HD Plus PWso insulation C- 85. Structural D41 or Matrix'107 Premium Asphalt Prig & Underfloof 2 Min. 14nch EnergyGuard RA, EnergyGuard 08500 Min, 0.25-inch SECUROCK Gypsum -Fiber Roof 08500 EverGuard TPO L-VOC -127.5 concretePolyester -Surfaced Leak Barrier RH or EnergyGuard RN Board Structural Min. 0.5-inch E nergVGuard P*iso Additional optional layers base insulation C- 86. concrete Optional) See Note A below Insulation, EnergyGuard Ultra OB500 followed by min, 0.25-Inch Dens Deck Prime or 05500 EverGuard TPO L-VOC -232.5 SECUROCK Gypsum-Fibet Rod Board i C- 87. Structural Optional) See Note A below Min. 0.54rich Fne rgyGuardPolyiso OBSW 1 Optional) Additional layers of base insulation OBSOO EverGuard TPO L-VOC -240.0 concrete InsulationEnergyGuard Ultra Cm. Structural Optional) See Note A below Min. 1,54nch EnergyGuard Ultra 09500 Optional) Additional layer of base insulation 08500 EverGuard TPO L-VOC -270,0 concrete C-89. Structural Optional) See Note A below Min. 1-4nch EnergyGuard RH 08500 Min, D1S4nch SECUROCK Gypsum -Fiber Roof 08500 EverGuard TPO i L-VOC -5 Z.5 concrete BoardStructuralMin. 0.5-inch EnergyGuard Polyiso, Additional optional layers base insulation C-90. concrete None Insulation, EnergyGuard Ultra LRF-Ml followed by min. C-S-inch Structodek High LRF-M EverGuard TPO L-VOC -92.5 Density Fiberboard Roof Insulation Structural Min. 0.5-inch EnergyGuard RH HD Polyiso 1 1 C-91, None Min. 1.54nch EnergyGuard RH LRF-M insulation, EnergvGuard HO Polyiso Insulation, LRF-M EverGuard TPO L-VOC 97.5 concrete EnergyGuardHDPlusPofyisoInsulationC-92. Structural None Min. 14nch EnergyGuard RH LRF-M Optional) Additional layer of base insulation LRF_M EverGuard TPO L-VOC -62.S concrete Structural Min. 0.54nch EnergyGuard Polviso, C-91concreteNone Insulation, EnergyGuard Ultra LRF-M optional) Additional layers of base insulation LRF-M EverGuard TPO L-VOC 232.5 Structural Min. 0,54rich EnergyGuard PoFyiso Additional optional layers base insulation C-94. concrete None Insulation, EnergyGuard Ultra LRF_M followed by min, 0-25-inch Dens Deck Prime or LFF-M EverGuard I v 0 L-VOC _232.5 SECUROCK Gypsum - Fiber Rod Board Min, 1. 54rich EnergyGuard RA, C_95. Structural Optional) See Note A below EnergliGuard RH or EnergyGuard FIN or GAF 2- Part GAF 2- Min. 0.254nch Dens Deck Primeor SECUROCK Part, CR- EverGuard T?Q L-VOC -45.0 concrete min. 1.5-inch thick, min. 1.25 pcf AST M Gypsum -Fiber Roof Board CS78 EPS board 20 20 Structural Min, 0.5-inch EnergyGuard Polviso GAF 2- Additional optional layers base insulation GAF 2- C-961 concrete Optional) See Note A below insulation, EnergyGuard Ultra Part, CR- followed by min, 0.5-inch Structodek Wigh Part, CR- EverGuard TPO L-VOC -82.5 20 Density Fiberboard Rod Insulation 20 Exterior Research and Design, I.I.C. d/bA Trinity lERD Certificate of Authorization #9503 Prepared by., Robert Niernirren, PE-59166 Evaluation Report 01506.09,05-R19 for FL5293-R18 Revision 19: 09/25/2015 Appendix 1, Page 51 of 83 INITY ERD TABLE3A-2: CONCRETE DECKS - NEWCONSTRUCrION OR REROOF(TEA*-Off) SYSTEM TYPE A-1: BONDEDINSUIAMON, BONDED ROOFCOVER system Deck Base insulation Layer Top Insulation Layer MDPVaporRanierRoofCover / Adhesive Type AttachNo, SeeNate 1) Type Attach (psf) Structural Mim 0.54nch EnergyGuard Po yiso GAF 2- Additional optional layers base insulation GAF 2- C-97, concrete Optional) See Note A below insulation EnergyGuard Ultra Part, CR- followed by min. 0.25-tnch Dens Deck Prime or Part, CR- EverGuard TPO / L-VOC -232.5 20 SECUMCK Gypsum -Fiber Roof Board 20 Structural Min. 1,54nch EnergyGuard "iso GAF 2- GAF 2- C-98. concrete Optional) See Note A below Insulation, EnergyGuard Ultra Part, CR- Optional) Additional layer of base Insulation Part, CR- EverGuard TPO / L-VOC -270.0 20 20 7777— C-99. Structural concrete Optional) 1 or 2 plies GAFGLAS Min. 1.54nch EnergVGuard RA, Hat Hot Triposite System, See Optional) Additional layers of base insulation -172.5 primed) Ply 4 or FlexPly 6 in hot asphalt EnergyGuard RN or EnergyGuard Ultra Asphalt asphalt Note 17a Structural Min. 1.5-inch EnergyGuard RA, Hot Hot EverGuard TPO F8 UltraC-100. concrete Optional) See Note A below EnergyGuard RH, EnergyGuard RN or Asphalt Min. 0.254nch bens Deck -45,0asphaltiHotasphaftprimed) EnergyGuard Ultra C-101. Structural Prime deck with Matrix- 307 Min. 14rich EnergyGuard RH Not EverGuard TPO FB Ultra None N/A-470.0 concrete Premium Asphalt Primer asphalt Hot asphalt Structural Min. 1.5-inch EnergyGuard RA, EverGuard TPO F8 UltraC-102. concrete Optional) See Note Abelow EnergyGuard RH, EnergyGuard RN or 09500 Min. 0,254nch Dens Deck OB500 Hot asphalt .45.0 EnergyGuard Ultra Structural D41 or Matrix- 307 premium Min. 1-inch EnergyGuard RA, EnergyGuard EverGuard TPO FS Ultra C-103. concrete Asphalt Primer & UnderRoof HT RH or EnergyGuard RN 08500 Optional) Additional layer of base insulation 08500 W9191 - 37.5 High Temperature Leak Barrier structural D41 or Matrix- 307 Premium Min. 1-inch EnergyGuard RA, EnergyGuard Min- 0.25-inch Dens Deck Prime or SECUROCK EverGuard TPO F8 UltraC-104. concrete Asphalt Primer & UnderRoof HT RH or EnergyGuard RN 08500 08500Gypsum -Fiber Roof Board 37.5WB181HighTemperatureLeakBarrier Structural D41 or Metdx- 307 Premium Min. D.5-inch EnergyGuard RH HD PolyisoEverGuard TPO FS Ultra C-105 Asphalt Printer & UnderRoof HT Min. 1.S4nch EnergyGuard RH 09500 Insulation, ErtergyGuard HOP P*iso insulation, 08500 37.5 concreteHighTemperatureLeakBarrierEnergyGuardHDPlusPofyisoinsulationW9191Structural D41 or Matrix`" 307 Premium Min. 1-inch EnergyGuard RA, EnergyGuard Min_ a 254rich Dens Deck Prime or SECUROCK EverGuard TPO F6 Ultra C- 106. concrete Asphalt Primer & UnderRoof 2 RN or EnergyGuard RN OBS00 Gypsum- Fiber Roof Board 08500 W3191 -52.5 Polyester - Surfaced Leak Barrier Structural D41 or Matrbe' 307 Premium Min, O.S-Inch EnergyGuard R14 HD Polybo, EverGuard TPO F8 Ultra C-10T Asphalt Printer & Und~ 2 Min. 1.5-inch EnergyGuard RH 08500 Insulation, EnergyrGuard HD Polyiso Insulation, OB500 W9181 •97.5 concrete Polyester Surfaced Leak Barrier EnergyGuard HD Plus Pofyisci Insulation Structural Min. OS -inch EnergyGuard RH HD Polylso R Ultra EverGuardTPOFSUltraC- M. I Optional) See Note A below Min. 1.54nch EnergyGuard RH 08500 Insulation, EnergyGuard HD Polyiso Insulation, 97.5 concrete I 0SS() 0j- triergyGuardHDPlusPoMsoInsulationW8181Exterior Research arid Design, LLC. d/bj3 TrinitylERD Evaluation Report 01506.09.05-R19 for FL5293-RI8 Certificate of Authorization #95W Revision 19: 09/25/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 52 of 83 ITRIM TY ERR TABLE IA-1: CONCRETE DECKS - NEW CONIMUCTION OR RIEROOF (TEArt-Orfl SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER system Deck Base Insulation Layer Top Insulation Layer MOP Na See Note 11 Vapor Barrier Roof Cover / Adhesive Psf) TypeAttachTypeAttachC- 109, Structural 041 or Matrix- 307 Premium Asphalt Primer & UnderRoof 2 Min, 1-inch EnergyGuard RA, EnergyGuard 08500 Optional) Additional layer of base insulation 00500 EverGuard TPO F8 Ultra / 127. 5 concretePolyester -Surfaced Leak Barrier R14 or EnergyGuard RN waist C- 110, Structural Optional) See Note A below Min. I.S-inch EnergyGuard PA, 08500 Optional) Additional layers base insulation 09500 FverGuard TPO FB Ultra / 225.0 concrete EnergVGuard RH or EnergyGuard RN Waist 1 Structural Min. O.S-inch EnergyGuard Polviso Additional optional layers base insulation EverGuard TPO FS Ultra / C-111. concrete Optional) See Note A below Insulation, EnergvGuard Ultra Ossm followed by min. 0,25-inch Dens Deck Prime or 08500 W8181 - 232-S SECUROCK Gypsum -Fiber Roof Board 1 C- 112. S StructuralOptional) See Note A below Min. 1.54nch EnergyGuard PA, 08500 Min. 0.254rich Dens Deck Primeor SECUROCK OBSOO i EverGuardTPOFBUltra / 240,0 concreteEnergyGuardRHorEnergyGuardRNGypsum -Fiber Roof Board W9181 C- 113, Structural Optional) See Note A below Min. 0.5-inch EnergyGuard PolVi! Optional) Additional layers of base insulation 08500 EverGuard TPO FS Ultra/ 292. 5 concreteInsulation, EnergyGuard Ultra W3181 Structural Min. 0.5-inch EnergyGuard RH HD Polyiso, EverGuard TPO P8 Ultra C-114, None Min. L54nch EnergyGuard RH LRF-M Insulation, EnergvGuard HD Pollyiso Insulation, LRF-M, 97.5 concreteEnergyGuard HD Plus PGfyiso Insulation Waigi C- 115. Structural None Min. 0.5-inch EnergyGuard Polyiso LRF-M Optional) Additional layers of base insulation LRF-M EverGuard TPO FB Ultra 232.5 concrete Insulation, EnergyGuard Ultra W8181 Structural Min, 0.5-Inch EnergvGuard Polyiso Additional optional Layers base insulation EverGuard TPO FB Ultra C-116 concrete None Insulation, EnergyGuard Ultra LRF-M followed by mvin. 0.25-inch Dens Deck Prime or LAF-M W3181 -232.5 SECUROCK Gypsum -Fiber Roof Board Structural Min. 0.5-inch EnergyGuard Pofyiso GAF 2- Additional optimal layers base insulation GAF 2- EverGuard TPO Fa Ultra C-117, concrete Optional) See Note A below Insulation, EnergyGuard Ultra Part, CR- followed by min, 0.25-inch Dens Deck Prime or Part, CR- waist -232.5 20 SECUROCK Gypsum -Fiber Roof Board 20 A< C- 118. Structural Optional) D41 primer I Liberty Optional) Min. 14nch EnergyGuard RA 08500 Min. 1.754nch ACFoarn ComposfteIG8 08500 EverGuard TPO Fs Ultra f concrete 585 Self -Adhering Cap LRF-M, 124rch oc, Structural Optimal) D41 primer Liberty Min. 14nch EnergyGuard RA, EnergyGuard Min. 0.254neh Temple Green Glass Primed Roof EverGuard TPO FB Ultra C- 119. concrete SSS Setf-Adhering Cap RH, EnergyGuard RN or ACFoam 1V 08500 Board 08500 LRF-M or LRF-D, 12-inch -37.5 Structural Optional) D41 primer Liberty Min. 14nch EnergyGuard RA, EnergyGuard EverGuard TPO FB Ultra C-120, concrete S&S Self -Adhering Cap 08500 RH, EnergyGuard FIN or ACFoam IV Min, 0,25-inch Dens Deck Prime 08500 37,5 LRF-M, 124rch ox. Structural Optional) D41 primer C Liberty Min. 0.5-inch EnergyGuard Polyiso 09500 Additional optional Layers base insulation 08500 EverGuard TPO FB Ultra/ -17,5 concrete S8S Self -Adhering Cap Insulation, EinergyGuard Ultra followed by min. 0,25-inch Dens Deck Prime LRF-M, 12 mincho.c. Structural D41 or Matrix"` 307 Premium Min. 1,54nch EnergyGuard RA, EverGuard TPO FB Ultra / C-122, concrete Asphalt Primer & UnderRoof HT EnergvGuard RH, EnergyGuard RN 08500 Optional) Additional layer of base insulation 08500 LRF-O, 124nch oc. 37.5 High Temperature Leak Barrier C- 123, Structural D41 or Matrbff307 Premium Asphalt Prkner & UnderRoof HT Min. IS -inch EnergyGuard RA, 08500 Min. 0.2S4nch Dens Deck Prime or SECUROCK 08500 08500TPO FS Ultra / 37 5 concreteIHighTemperatureLeakBarrierEnergyGuardRH, EnergyGuard RN IGypsum -Fiber Roof Board LRF-O, 12-inch oc. i Exterior Research and Design, LIC. d/b/a Trinity[ERD Evaluation Report 01506.09.05-1119 for FL5293-RIB Certificate of Authorization #9503 Revision 19: 08/25/2015 Prepared by- Robert Nierninen, PE-59166 Appendix 1, Page 53 of 83 TRINITY ERD TABLE 3A-1. CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDEDINSULATION, BONDEDROOF COVER System Deck Base Insulation Layer Top Insulation Layer j MOPVaporBarrierRoofCover / Adhesive Type AttachNo, SeeNote 1) Type Attach (Psf) C-1,24. Structural Optional) D41 primer Liberty Min. 1.54nch EnergyGuard RA, 08500 EverGuard TPO F9 Ultra Optional) Additional layers base insulation 08500 LRF-M or LRF-O, 12-inch 45.0concreteSBSSelf -Adhering Cap EnergyGuard RH or EnergyGuard RN Structural Optional) 041 primer Liberty Optional) Min. 14nch EnergyGuard RA 08500 Min. 1.754nch ACFoam Composite/G8 OBSOO EverGuard TPO FB Ultra -45.0 concrete SM Seff-Adhering Cap LRF-O, 124nch O.C. C-126. Structural Optional) D41 primer Liberty Min. 1-inch EnergyGuard RA, EnergyGuard 09500 Min0254nch Dens Deck Prime 08500 EverGuard TPO FS Ultra 45,C concrete SBS Self -Adhering Cap RH, EnergyGuard RN or ACFoam IV LRF-O, 124nch o.c. Structural Optionall D41 primer Liberty Min. 0.54och EnergyGuard Polyiso Additional optional layers base Insulation EverGuard TPO FB Ultra C-127, concrete SSS Self-Adhefing Cap Insulation, EnergyGuard Ultra OBSOO followed by rnim 0,25-inch Dens Deck Prime 08500 LRF- O, 124nch o.c. -45. 0 C- 128. Structural Optional) D41 primer Liberty Min. 14nch EnergyGuard RA, EnergyGuard QB500 Min. 0.25-4nch SECUROCK Gypsum -Fiber Roof EverGuard TPOFS Ultra/ OB500 LRF-M or LRF-O, 124nch 45.0 concreteSBSSelf -Adhering Cap RH. EnergyGuard RN or ACFoam IV Board I O.C. Structural Optional) D41 primer Liberty Min. 0.54nch EnergyGuard P*iso Additional optional layers base insulation EverGuard TPO FB Ultra C- 129. concrete SBS Self -Adhering Cap Insulation, EnergyGuard Ultra 08500 followed by min, 0.25-inch SECUROCK Gypsum- 00500 LRF-M or LRF-O, 124nch -45.0 1 FiberRoofBoardO.C. Structural D41 or Matrix- 307 Premium Min. 1.54nch EnergyGuard RA, 1 EverGuard TPOF8 Ultra/ C-130. Asphalt Primer & UnderRoof 2 08500 Optional) Additional layer of base insulation 09500 _45.0 concretePolyester -Surfaced Leek Barrier EnergyGuard RH, EnergyGuard RN LRF-O, 124nch o.c. II D41 or Matrix- 307 Premium C- 131. Structural Asphalt Primer & UnderRoof 2 Min. SS -inch E nerl;yGuard RA, OBSOO Min. 0,254nch Dens Deck Prime or SECUROCK EverGuard TPO FB Ultra 08500 -45.0 concrete Potyestet-Surfaced Leak Barrier EnergyGuard RH, EnergyGuard RN Gyps urn -Fiber Rod Board LRF-O, 124nch o.c. Structural Optional) D41 primer / Liberty EverGuard TPO F6 Ultra C- 132. concrete SBS Self -Adhering Cap Min. I .54rich ACFoam (V 085M Optional) Additional layers base insulation 08500 LRP-M or LRF-O, 12-inch -60,0 C- 133. Structural D41 or Matrix- 307 Premium Asphalt Primer & UnderRoof 2 Min. 1.S4nch EnergyGuard Poiyiso OBSOO EverGuard TPO, F8 Ultra Optional) Additional layer of base insulation OBSOO -60,0 concrete Polyester -Surfaced Leak Barrier, Insulation, EnergyGuard Ultra LRF-O, 124nch o.c. Structural Min. 0.54nch ErvergyGuard Polyiso, EverGuard TPO FB Ultra C- 134, concrete None Insulation, EnergyGuard Ultra OSSOG Optional) Additout layers base insulation OB500 LRF-M or LRF-O, 124nch -60.0 Structural Min. 0.54nch EnergyGuard Polyiso, Optional additional layers base insulation EverGuard TPOFS Ultra C- 1.35. Optional) See Note A below Insulation, EnergyGuard Ultra, 09500 followed by min. 0.25-inch Dens Deck Prime or 09500 LRF-M or LRF-O, 44rch 180.0 concrete EnergyGuard RH, EnergyGuard RN SECUROCK Gypsum -Fiber Roof Board 0,c. Structural Min. 0.254rch Dens Deck Prime or EverGuard TPOF6 Ultra C- 136, Optional) See Note A below 085004,, NoneNIALRF-M or LRF-O, 4ch -195.0 concrete SECUROCK Gypsum -fiber Roof BoardStructural Optional) D41 primer / Liberty o. c. EverGuard TPOFB Ultra/ C. 7. concrete 58S Self -Adhering Cap Optional) Min. 14nch EnergyGuard RA LRF-M Min. 1,754nch ACFoam Composite FLRF-M 37.5 LRF-M, 124rch o.c. Exterior Research and Design, LLC. d/b/a Trinity[ERD Evaluation Report 01506.09.05-R19 for FL5293-RI8 Certificate of Authorization 49503 Revision 19:09/25/2015 Prepared by. Robert Nieminen, PE-59166 Appendix 1, Page 54 of 83 RINITY'ERD I TABLE3A-I.- CONCRETE DECKS- NEWCONSTRUCTION Olt RERWF(TEAR-00) SYSTEM TYPE A-1: BONDED INSULATIM SMDED ROOF COVER I System Deck Base Insulation Layer Top ft"lation Layer MDP Na See Note 1) Vapor Barrier Roof Cover / Adhesive TV" Attach (Psf) Type Attach Structural Optional) D41 primer / Liberty Min. 1-inch EnergyGuard RA, EnergyGuard 0.254nch Temple Green Glass Primed Roof EverGuard TPO F9 Ultra C-138. concrete SBS Self -Adhering Cap R14, EnergyGuard RN or ACFoam IV LRF-MLRF-M Board LRF-M LRF-M or LPF-O, 124rich -37.5 C-139. Structural Optional] D41 primer / Liberty Min. 14nch EnergyGuard RA, EnergyGuard EverGuard TPO FS Ultra concrete SBS Self -Adhering Cap RH. EnergyGuard RN or ACFoam IV LRF-M Min. 0.25-inch Dens Deck Prime LRF-M -37.5ILRF-M, 12-inch o.c. Structural Optional) D41 primer/ Liberty, Min. 0.54nch EnergyGuard Poyso Additional optional layers base insulation EverGtwd TPO FB Ultra/ C-140. concrete SBS Setf-Adhering Cap Insulation, EnergyGuard Ultra LRF-M followed by LRF-M LRF-M, 124rch o.c. -37 S Min. 0,25-etch Dens Deck Prime Structural Optional) D41 primer / Liberty Min. 1,5-inch EnergyGuard RA, EverGuard TPO F8 Ultra f C-141. concrete SBS Setf-Adhering Cap EnergirGuard RH or EwgyGuard RN LRF-M Optional) Additional layers base insulation LRF-M LRF-M or LRF-O, 124nch -45.0 C-142 Structural Optional) D41 primer / Liberty Optional) Min. 1-inch EnergyGuard RA LRF-M Min. 1.754nch ACFoam Composite/GB LRF-M EverGuard TPO FB Ultra / 45.0 concrete SBS Seff-Adhering Cap LRF-O, 124nch o.c. C-141 Structural Optional) D41 primer/ Liberty Min. 14nch EnergyGuard RA, EnergyGuard LRF-M Min. 0.25-inch Dens Deck Prime LRF-M EverGuard TPO FS Ultra / 45.0concreteSBSSelf -Adhering Cap RH, EnergyGuard RN or ACFoam IV LRF-O, 124nch o.c Structural Optional) D41 primer I Liberty Min. 0.54rich EnergyGuard Polyiso Additional optional layers base insulation EverGuard TPO FS Ultra / C-144. concrete SBS Seff-Adhering Cap Insulation, EnergyGuard Ultra LRF-M followed by LRF-M -45.0LRF-O, 12-inch oz. Min. 0.25-inch Dens Deck Prime I I EverGuard TPO FB UltraStructuralOptional) D41 primer Liberty Min. 14ach EnergyGuard RA, EnergyGuard Min. 0.25-vinch SECUROCK Gypsum-Nber RoofC-145. concrete SBS Self -Adhering Cap RK EnergyGuard RN or ACFoam IV LRF-M LRF-M LRF-M or LRF-O, 124nch -45.0Board Additional optional layers base insulation EverGuardTPO FB Ultra C-14& Structural Optional) D41 primer Liberty Min. OS4nch EnergyGuard Polyiso LRF-M followed by LRF-M LRF-M or LRF-0, 124nch -45,0 concrete SBS Self -Adhering Cap Insulation, EnergyGuard Ultra Min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board Structural Optional) D41 primer it Liberty EverGuardTPO F8 Ultra C-147. Min. 1.54nch ACFoam rV LRF-M Optional) Additional layers base insulation LRF-M LRF-M or LRF-O, 12-inch -60.0 concrete SBS Self -Adhering Cap Structural Min. 0.5-inch EnergyGuard PoFyiso EverGuard TPO IS Ultra C-148. concrete None insulationEnergyGuard Ultra LRF-M 0 Optional) Additional layers base insulation LRF-M LRF-M or LRF, 124nch -6o'0 0- c. Structural Min. 0.54nch EnergyGuard Pollliso Optional additional layers base insulation EverGuard TOO F8 Ultra C- 149. Optional) See Note A below Insulation, EnergyGuard Ultra, LRF-M followed by min. 0.25-inch Dens Deck Prime or LRF-M LRF-M or LRF-O, 44nch -190.0 concrete EnergyGuard Rti, EnergyGuard RN SECURDCK Gypsum -Fiber Roof Board Structural Min. 0.25-inch Dens Deck Prime or EverGuard TPOFB Ultra C- 1% concrete Optional) See Note A below SECUROCK Gypsum -Fiber Roof Board LRF-M None NjA LRF-M or LRF-O, 4-irch -19S.D GAF 2- GAF 2- 151. 1C- Structural 1Optional) See Note A below Min. 0.54nch Energy6uard Polyiscr Part CR- on EverGuard TPO FB Ultra AdditionaloptionallayersbaseinsulationPart CR- -37 5 concrete Insulation, EnergyGuard Ultra followed by min, 0.25-inch Dens Deck Prime LRF-M, 124rch o.c. I 20 20 Exterior Research and Design, LLC. d1b)a Trinityl ERO Evaluation Report 01506,09,05-R19 for FL5293-RI8 Certificate of Authorization #9503 Revision 19:09/25/2015 Prepared by: Robert Nierninen, PE-59166 Appendix 1, Page 55 of 83 JTRINITYERD TABLEIIA- 1. CONCRETE DECKS -NEWCONISTRUCnON OR REROOF(TL4*-0F4 SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOFCOVER System Deck ease insulation Layer Top firtsulation Layer MDP No, See Note 1) Vapor Barrier Roof Cover / Adhes" Type Attach (psf) TypeAttachC- 152, Structural Optional) See Note A below Min. OS -inch EnergyGuard Polyiso, GAP 2- Part, CR- ton AdditionaloptionallayersbaseinsulatiGAP 2- EverGuard TPO FS Ultra Part, CR- -45.0 concrete Insulation, EnergyGuard Ultra followed by min. 0.2S-inch Dens DeckPrime LRF-O, 12-inch o.c. 2020Structural Min. 0.54nch EnergyGuard Polyiso GAP 2- Additional optional layers base insulation GAP 2- EverGuard TPO FA Ultra C- 151 concrete optional) See Note A belowInsulation, EnergyGuard Ultra Part, CR- followed by min, 0.25-inch SECUROCK Gypsum- Part, CR- LRF-M or LAP -0, 12-mch -45.0 20 Fiber Roof Board 20 O.C- Structural Min. 0.5-inch EnergyGuard PoOViso GAP 2- GAP 2- EverGuard TPO FS Ultra C- 154. concrete Optional) See Note A belowInsulation, EnergyGuard Ultra Part, CR- Optional) Additional layers base insulation Part, CR- LRF-M or LRF-O, 12-inch -50.0 20 20 Structural Min. 0.54nch EnergyGuard Pofyiso GAP 2- Optional additional layers base Insulation GAP 2- EverGuard TPO FIR Ultra C- 155, Optional) See Note A belowInsulation, EnergyGuard Ultra, Part, CR- followed by min, 0.25-inch Dens Deck Prime or Part, CR- 1 LRF-M or LRF-O, 44rch -180.0 1 concreteEnergyGuardRH, EnergyGuard AN 20 SECUROCK Gypsum -Fiber Roof Board 20 1 0-c- C- 156, Structural Optional) See Note A belowMin. 0.25-inch Dens Deck Prime or GAP 2- Part, CR- EverGuatd TPO F8 Ultra None N/A LRF-M or LRF -0, 4-inch 195.0 concreteSECUROCKGypsum -Fiber Roof Board 20 o'c. 77777 C- 157, Structural Optional) See Note A below Min. 0.54rich EnergyGuard Flotitiso OR500 Optional) Additional layers base insulation 08500 EverGuard TPO F8 Ultra/ 60.0 Iconcreteinsulation, EnergyGuard Ultra GAP 2-Part, spatter Structural Min. 0.54nch EnergyGuard Polyiso Optional additional layers base insulation EverGuard TPO FB Ultra/ C-158. Optional) See Note A below Insulation, EnergyGuard Ultra, OBSOO followed by min.0,25-inch Dens Deck Prime or 00500 -180.0 concrete EnergyGuard Aft, EnergyGuard AN SECUROCK Gypsum -Fiber Roof Board GAP 2-PaM spatter C_ I59. Structural Optional) See Note Abelow Min. 0.25-inch Dens Deck Prime or 08500 mom NIA EverGuard TPO FB Ultra / _195.0 concreteSECUROCKGypsum -Fiber Roof Board GAP 2-Part, spatter C- 160. Structural None Min. 0.54nch EnergyGuard PolViso, LRF-M Optional) Additional layers base insulation LRF-M EverGuard TPOFS Ultra / concrete Insulation, EnergyGuard Ultra GAP 2-Part, spatter Structural Min. 0.54nch EnergyGuard Flahtiso Optional adclitional layers base insulation EverGuard TPO FB Ultra/ C-16L None Insulation, EnergyGuard Ultra, LRF-M followed by min, 0.25-Inch Dens Deck Prime or LRF-M _180.0 concreteEnergyGuardAN, EnergyGuard AN GAP 2-Part, spatter SECUROCKGypsum -fiber Roof Board C- 162. Structural None Min, 0.25-inch Dens Deck Prime or LRF-M None N/A EverGuard TPO I'S Ultra/ 195,0 concrete SECUROCK Gypsum -Fiber Roof Board GAP 2-Part spatter C- 163. Structural Optional) See Note A below Min. 0.5.4nch EnergyGuard Polyiso GAP 2- Part, CR- GAP 2- EverGuard TPOFB Ultra Optional) Additional layers base insulation Part, CR--60.0 concreteInsulation, EnergyGuard Ultra 20 GAP 2•Part, spatter 20Structural Min. 0.54nch EnergyGuard PoViso GAP 2- Optional additional layers base insulation GAP 2- EverGuard TPO FS Ultra C-164. Optional) See Note Abelow Insulation, EnergyGuard Ultra, Part, CR - followed by min, 0.25-inch Dens Deck Prime or Part CA- -180.0 concrete EnergyGuard RH, EnergyGuard AN 20 GAP 2-Part spatter SECUROCKGypsum -Fiber Roof Board 20 C- 16S. Structural Optional) See Note A below Min. 0.25-inch Dens Deck Prime or GAP 2- Part, CR- EverGuard TPO FBUltra / None N/A concrete SECUROCK Gypsum -Fiber Roof Board 20 GAP 2-Part, spatter Exterior Research and Design, LLC. d/b/a Trinity( ERD Evaluation Report 01 506.09.05-R 19 forFL5293- Rig C,-rtifttateofAutfvorization# 9503 Revision 19:08/25/2015 Prepared by. Robert Niemirien, PE-59166 Appendix 1, Page 56 of 83 RINITY'ERD TABLE 3A-2. CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR-" SYSTEM TYPE A- 1: BONDED INSULATION, BONDED BASE AND CAP PLY System Deck Base Insulation Layer Top Insulation Layer Roof Cover MOP No. See Note 1) Vapor Barrier Base Ply Cap Ply (PsiTypeAttachTypeAttach LRF-M, LRF-M, Ruberoid 20 Smooth / hot Structural Optional) EnergyGuard Potyiso Insulation, 05500or min. 0,25-inch 06500or asphalt, Ruberoid HW 25 EverGuard TPO FS Ultra LRF- C-166, See Note A EnergyGuard RH, EnergyGuard RM or SECUROCK Gypsum- Smooth I torch -applied or 50.0concretebelowGAF2-Part, EnergyGuard RN Fiber Roof Board GAF 2-Part 0, 12-irtch ox Liberty SBS Self —AdheringCapCR-20 CR-20 Sheet/self-adhered LRF-M, LRF-M, Ruberoid 20 Smooth / hot Structural Optional) EnergyGuard Poloso insulation, 08500 or Min. 0,25-inch 08500 or asphalt, Ruberoid HW 25 EverGuard TP0 F9 Ultra I hot C-167. concrete See Note A EnergyGuard RH, EnergyGuard RM or GAF 2-Part, SECUROCK Gypsum- GAF 2-Part, Smooth / torch -applied or asphalt, GAF 2-Part, spatter or -180.0 below EnergyGuard RN Fiber Roof Board Liberty SBS Self -Adhering Cap LRF-0, 4Anch o.c. CR-20 CR-20 Sheet / seff-adhered The fo [towing are options for installation ofan optional vapor barrier/ temporary roof on the concrete deck prior to insulation placement If vapor barrier/ temp roof is installed, concrete deck shall be primed with Matrix— 307 Premium Asphalt Primer or ASTM D41 primer prior to its installation. Maximum design pressure (MDP) shall be the lesser of that for the system in Table 3A-1 or 3A-2, and that for the vapor barrier / insulation adhesive noted below. 1. For use with 08500 applied Insulation: One or two plies, asphalt -applied GAF base and/or ply sheet: MOP -352.5 psf Ruberold 20 Smooth in Matrix- 102 SBS Membrane Adhesive in full coverage: MOP -202.5 psf Ruberoid Torch Smooth, heat welded- MOP -142.5 psf Ruberoid HW Smooth, heat welded: MOP -232.5 psf UnderRoof HT High Temperature Leak Barrier, self -adhered: MOP -37.5 psf UnderRod 2 Polyester -Surfaced Leak Barrier, self -adhered: MOP - 127.5 p5f For use with CR-20. GAF 2-Part apaiied insulation: One or two plies, asphalt -applied GAF base ply andlor ply: MOP -262.5 psf Optional asphalt -applied GAF base ply, ply or base membrane with asphalt -applied GAF cap- MOP -270D psf Optional asphalt -applied GAF base ply, ply or base membrane or heat -welded GAF base membrane with heat -welded GAF cap membrane: MOP -169D psf Optional soli -adhering Liberty base membrane with Liberty cap membrane: MOP -25GD psf TABLE 38: CONCRETE DECKS - NEW CONSTRUCTION oR REROOF (TeAR-OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System No. Deck See Note 1) Roof Cover/ Adhesive mop (psf) C-168, Min. 2,500 psi strua cone. EverGuard TPO FS Ultra / W8181 -300.0 C-169, Min, 3,000 psi struct conc. primed with Matrix- 307 Premium Asphalt Primer. EverGuard TPO FB Ultra / Hot asphalt -390.0 Exterior Research and Design, LLC. d/b/a TrinityjERD Certificate of Authorization #9503 Prepared by: Robert Nieminen,PE-59166 Evaluation Report 01506,09.05-R19 for FL5293-R18 Revision 19:09/25/2015 Appendix 1, Page 57 of 83 TY'ERDJRINI TABLE41A. LIGHTWEIGKTCONCRETE DECKS- NEWCONSTRUCTIONoR REROOF(TEAst-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER Deck (See Note 1) Base Insulation Layer Coverboard System No. LVVC Deck Roof Cover Adhesive MOP (psf) Struct Deck See Note 1) Type Attach Type Attach LWC_I. Concrete Min. 250 psi Mearicrete Min. 0,25-inch SECUROCK Gypsum -Fiber Roof Board OBSOD None N/A EverGuard Freedom 75.0TPO / self adhered LWC-2. Concrete Min. 200 psi, min. 2-inch Min. 15-inch EnergyGuard Polyiso Insulation, OBSOO Optional) Additional layer of 09500 EverGuard Freedom 142.5tHckElastizellEnergyGuardUltrabaseinsulationTPO / self adhered LWC-3. Concrete Min. 20D 0, min. 2-inch Optional) Min. 1.5-inch EnergyGuard RA, 08500 min. 0,25-inch SECUROCK 09500 EverGuard Freedom 22S othickElastizallEnergyGuardRHorEnergyGuardRNiIGypsum -Fiber Roof Board TPO / self adhered LWC-4, Concrete Min. 200 psi, min. 2-inch Min. 1.5-inch EnergyGuard RA, EnergyGuard PH or GAF 2-Part, Min, 0.2S-inch SECUROCK GAF 2-Part, EverGuard Freedom tNck Elastizell EnergyGuard RN CR-20 Gypsurn-Fiber Roof Board CR-20 TPO / self adhered 180,0 LWC-S. Concrete Min. 200 0, min, 2-inch Min. 1.5-inch EnergyGuard RA, EnergyGuard RH or GAF 2-Part, Min. 0.25-inch SECUROCK GAF 2-Part, EverGuard Freedom thick Celcore EnergyGuard RN CR-20 Gypsum -Fiber Roof Board CR-20 TPO / selfadhered ZZZ.5 LWC-6. Concrete Min 200 psi, min. 2-inch Min, 1.5-inch EnergvGuard RA, EnergyGuard RH or GAF 2-Part, Min, 0.25-inch SECUROCK GAF 2 Part, EverGuard Freedom thck Mearicrete EnergyGuard FIN CR-20 Gypsum -Fiber RoofBoard CR-20 TPO Iselfadhered 240.0 1VERGUAADTVO'j,,fVER,WAAD M,#11UA0NOINGADffESTVE';'1' Min. 200 psi, min. 2-Inch Min, 2-inch, min. 1,0 pcf, ASTM C578 expanded Min, 0.25-inch Dens Deck, Dens LWC-7. Concrete thick Elastizefl styrenepoly 08500 Deck Prime or SECUROCK 08500 EverGuard TPO #1121 120,0 Gypsum-Fiber Roof Board Min. 200 psi, min, 2-inch Optional) Min. 1.5-inch EnergyGuard RA, Min. 0.25-inch Dens Deck orLWC_& Concrete tuck Elastizell EnergyGuard RH or EnergyGuard RN orMin. 1-inch 08500 Dens Deck Prime 09500 EverGuard TPO 91121 130,0 Foamular 250 Min. 200 psi, min. 2-inch Min. L5-irich EnergyGuard Polyiso insulation, Optional) Additional layer ofLWC-9. Concrete thick Elastizell EnergyGuard Ultra 08500 base insulation 08500 EverGuard TPO 191121 190.0 LWC-10 Concrete Min. 200 psi, min, 2-inch Optional) Min. 1.5-inch EnergyGuard RA, OBS00 Min. 0.25-inch SECUROCK OR506 EverGuard TPO / 91121 180,0ttickElastizellEnergyGuardRHorEnergyGuardINGypsum -Fiber RoofBoard LWC-11. Concrete Mira. 200 0, min. 24rich Min. 1-inch Foamular 250 08500 Min. 0,25-inch SECUROCK 08500 EverGuard TPO 91121 225,0thickElastizellGypsumFlierRoofBoard Min. 200 psi, min. 2-inch Min. 1.5-inch thick, min. 1.25 pcf density ASTM GAF 2-Part, Min. 0.25-inch Dens Deck, Dens GAF 2-Part, LWC-12, Concrete thick Celcore, Etastizell or C578 expanded or extruded EPS board CR-20 Deck Prime or SECUROCK CR-20 EverGuard TPO 91121 87.5 Mearicrete, I Gypsum, -Fiber Roof Board Min, 20D psi, min. 2-inch Optimal) Min. IS -inch EnergyGuard RA, LWC-13. Concrete thick Celcore, Elastizell or EnergyGuard RH or EnergyGuard 94 or Mtn. 1,5- GAF 2-Part, Min. 015-Inch Dens Deck or GAF 2-Part, EverGuard TPO #1121 130.0 Meadcrete inch thick min. 1.5 Pcf density ASTM C578 CR-20 Dens Deck Prime CR-20 expanded or extruded EPS board Exterior Research and Design, U.C. d/b/a TrinitylERD Evaluation Report01506.09.05-RI9 for FL5293-RI8 Certificate of Authorization #9503 Revision 19: 09/25/2015 Prepared by. Robert Nieminen, PE-59166 Appendix 1, Page 58 of 83 TRINITY, ERD TABLE4A: UGH7WEIGHTCONCRETE DECKS- NEW CONSTRUCTION OR REROCIF (TEAR -OFF) I SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER I Deck (See Note 1) Base Insulation Layer Coverboard System No. LWC Deck E Roof Cover / Adhesive MDP (psi) iStructDeckTypeAttachTypeAttach See Note 1) Optional) Min. 1.5-inch EnergyGuard RA, LWC-14. Concrete Min. 200 psi, min. 2-inch EnergyGuard RH or EnergyGuard RN or Min. 1.5- GAF 2-Part, Min. 015-inch SECUROCK GAF 2-Part, EverGuard TPO / 91121 imothickElastizellinchthickmin. 1.5 pcf density ASTM C578 CR-20 GypsurnFiber Roof Board CR-20 expanded or extruded EPS board LWC-15' Concrete Min, 200 psi, min, 246 Min. 1.5-inch EnergyGuard Polyiso Insulation, GAF 2-Part, Optional) Additional layer of GAF 2-Part, EverGuard TPO / 91121 I12225thickCelcoreEnergyGuardUltraCR-20 base insuiatlon CR-20 Optional) Min. 1-5-inch EnergyGuard RA, LWC-16. Concrete Min. 200 0, min. 2-inch EnergyGuard RH or EnergyGuard RN or Min. 1.5- GAF 2-Part, Min. 0,25-Inch SECUROCK GAF 2-Part, EverGuard TPO / 91121 222.5thickCelcoreinchthick, min. 2,0 pcf density ASTM C578 CR-20 Gypsum -Fiber Roof Board CR-20 expanded or extruded EPS board Optional) Min. 1.5-inch EnergyGuard RA, LWC-17. Concrete Min. 200 psi, min. 2-inch EnergyGuard R14 or EnergyGuard RN or Min. 1.S- GAF 2-Part, Min. 0.25-inch SECUROCK GAF 2-Part, EverGuard TPO itl 121 240.0thickMearIcreteinchthickmin. 2.0 pcf density ASTM C578 CR-20 Gypsum -Fiber RoofBoard CR-20 expanded or extruded EPS board 7- 7, LWC-1& Concrete Min. 20D psi, min. 2-inch Min. 2-inch, min. 1.0 pcf, ASTM C578 expanded 08500 Min. 0.25-Inch Dens Deck Prime 08500 EverGuard TPO i 120DthickElastizellpolystyreneWaist Min. 2400 psi, min. 24n6 Optional) Min, 1.5-inch EnergyGuard RA, EvefGuard TPO / LWC-19. Concrete thick Elastizell EnergyGuard RH or EnergyGuard RN or Min. 1-inch 08500 Min. 0.2S-inch Dens Deck Prime OBS00 W8181 130Z Foamular M LWC-20. concrete Min, 200 psi, min. 2-Inch Min, 1.5-inch EnergyGuard Polyiso Insulation, 09500 Optional) Additional layer of 08500 EverGuard TPO / 190.0thickElastizellEnergyGuardUltrahaleinsutationwaist Min. 20D psi, min. 24nch Min. 1.5-inch thick min. 1.25 pcf density ASTM GAF 2-Part, GAF 2-Part, EverGuard TPO / LWC-21. Concrete thick Celcore; Elastizell or CSW expanded or extruded EPS board CR-20 Min. 0.25-inch Dens Deck Prime CR-20 W13181 87,5 Mearicrete, Mim 200 psi, min. 24nch Optional) Min, 1.5-inch EnergyGuard RA, LWC-22. Corxrete thick Celcore, Elastizell or EnergyGuard RH or EnergyGuard RN or Min. 1.5- GAF 2-Part, Min. 0.25-inch Dens Deck Prime GAF 2-Part, EverGuard TPO / 130.0 Mearicrete inch thick, min. 1.5 pcf density ASTM C578 CR-20 CR-20 W8181 expanded or extruded EPS board LWC-23. Concrete Min. 200 psi, min, 2-inch Min, 1.5-inch EnergyGuard Polyiso Insulation, GAF 2-Part, Optional) Additional layer of GAF 2-Part, EverGuard TPO / 180.0thickElastizellEnergyGuardUltraCR-20 base insulation CR-20 waist Min. 20D psi, min. 24nch Min. 1.5-inch EnergyGuard Polyiso Insulation, GAF 2-Part, Optional) Additional layer of GAF 2-Part, EverGuard TPO / LWC-24. Concrete thick Celcore EnergyGuard Ultra CR-20 base insulation CR-20 W8181 2225 LWC-2S. Concrete Min. 200 psi, min. 2-Inch Min, 1.5-Inch EnergyGuard Polyiso insulation, GAF 2-Part, Optlonai]i Additional layer of GAF 2-Part, EverGuard TPO / 240,0thickMearkreteEnergyGuardUltraCR-20 base insulation CR-20 Waist TPOIll 'w Ty 77777r Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization #9503 Prepared by-, Robert Nieminen,PE-59166 Evatuation Report 01506.09.05-RI9 for FL5293-RI8 Revision 19:08/25/2015 Appendtx 1, Page 59 of 83 TRINITY ERD TABLE 4A. UGHTWEIGHT CONCRETE DECKS - NEW CONSTRUCTION oR REROOF (TEAR -OFF) SYSTEM TYPE A-1- BONDED INSULATION, BONDED ROOF COVER Deck (See Note 1) Base Insulation Layer Coverboard System No. LVX Deck Roof Cover / Adhesive MDP (psf) Struct Deck Type Attach Type Attach See Note 1) Optional) Min, 1.54nch EnergyGuard RA, Min. 0.25-inch Dens Deck Prime LWC-26. Concrete Min. 200 0, min. 2-inch EnergyGuard RH or EnergyGuard RN, min. 2-inch, 08500 or SECUROCK Gypsum -Fiber Roof 08500 EverGuard TPO L-VOC 45.0thickElastizellmin. 1.0pcf, ASTM C578 expanded polystyrene or BoardMin. 1-inch Foamular 250 Min. 20D psi, min, 24rich (Optional) Min. 1. 5-inch Ewr&Guard RA, Min. 0-25-inch Dens Deck Prime LWC-27. Concrete thick Gelcore, Elastizell or EnergyGuard RH or EnergyGuard RN, min. 13-inch GAF 2-Part, or SECUROCK Gypsum -Fiber Roof GAF 2-Part, EverGuard TPO L-VOC 45.O Mearlrrete thick, min. 1.25 pcf density ASTM C578 expanded or CR-20 Board CA-20 extruded EPS board LWC-28, Concrete Min. 200 psi, min. 2-inch Min. 1.5-inch EnergyGuard Polyisci Insulation, GAF 2-Part, Optional) Additional layer of GAF 2-Part, EverGuard TPO L-VOC 18010thickElastizellEnergyGuardUltraCR-20 base insulation CR-20 LWC-29. Concrete Min. 20D psi, min. 24nch Min. 1.5-Inch EnergyGuard Polyiso Insulation, GAF 2--Part, OptionaQ Additional layer of GAF 2-Part, EverGuard TPO L-VOC 222.5thickCelcoreEnergyGuardUhraCR-20 base insulation CA-20 LWC-30. Concrete Min. 200 psi, min. 2-Inch Min. 15-inch EnergyGuard Polyiso Insulation, GAF 2-Part, optional) Additional layer of GAF 2-Part, EverGuard TPO 1 L-VOC 240.0thickMeartcreteEnergyGuardUltraCR-20 base insulation CR-20 Exterior Research and Design, LLC. d/b/a Trinity)ERD Certificate of Authorisation 49503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 01506.09.05-RI9 for FL5293-RI8 Revision 19:08/25/2015 Appen&x 1, Page 60 of 93 INITY ERD TABLE 49: LIGHTWEIGHT CONCRETE DECKS — NEW CONSTRUCTION cist REROOF (TEAR -OFF) SYSTEM TYPE A-2. MECHANICALLY ATTACHED AN04OR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Insuletion No. See Nate 1) Type Fasteners Attach saw TOP Attach Roof Cover MOP (Psf) Minimum 300 0, GAFGtAS #75 Base Sheet Tri- Drill-Tec Base Sheet oL atthe 24nch Min. Min. 1.54nchminimum2-inch thick Pit #7S Base Sheet, GAFGLAS Fastener (1.7 in.) or side lap and 9-inch ox at EnergyGuard RA, Min. 0.254nch SECUROCK EverGuard LWC-3L Celcore Cellular Concrete 80 Uftfma Base Sheet or Drill-Tec Base Sheet two, equally spaced, EriergyGuard RH, Gypsum -Fiber Roof Board 015500 Freedom TPO 45.0 over mint. 22 ga. steel or GAFGLAS Stratavent Nailabie Fastener E (1.7 in staggered tows in the EnergyGuard RN Self -adhered concrete deck. Venting Base Sheet center of the sheet Minimum 300 psi, GAFGLAS #75 Base Sheet, Tri- 9-inch o.c. at the ZAnch Min. 0.254nch Dens Deck minimum 2-inch thick Ply, #75 Base Sheet, GAFGLAS Drill-Tec Base Sheet side lap and 9-inch o.c. at Min. L5-inch Prime or SECUROCK EverGuard TPO LWC-32 Celcore Cellular Concrete 80 Ultimo Base Sheet or Fastener (1,7 in.} or two, equally spaced, FnergvGuard RA, Gypsurn-Fiber Roof Board 08500 1121 or L- 45.0 over min. 22 ga. steel or GAFGLAS Stratavent Nailable Driff-Tec Base Sheet staggered rows In the EnergyGuard RH, or min, 0.54nch Structo6ek VOC concrete deck. Venting Base Sheet Fastener E (1.7 in.) center of the sheet FnergvGuard RN High Density Fiberboard Roof Insulation Minimum 300 psi, GAFGLAS #75 Base Sheet, Tri- Drill-Tec Base Sheet 9-inch ci.c, at the 24nch Min. 1.54nchminimum2-inch thick Ply 475 Base Sheet, GAFGLAS Fastener (17 in,) or side tap and 9-inch o.c. at EnergyGuard RA, Min. 0.25-inch Dens Deck EverGuard TPOLWC-33. Celcore Cellular Concrete 980 Ultima Base Sheet or Drill-Tee Base Sheet t—, equally spaced, EnergyGuard RH, Prime or SECUROCK 09500 W8191 45.0 over min. 22 a. steel org GAFGLAS Stratavent Nailable Fastener 6 (1.7im) staggered rows in the Energ6uard RN Gypsum-Fiber Roof Board concrete deck. Venting Base Sheet center of the sheet Minimum 300 psi, GAFGLAS #75 Base Sheet, Tri- Drill-Tec Base sheet 9-inch o.c, at the 24rich Min. 1,5-Inch minimum2-inch thick Ply #75 Base Sheet, GAFGLAS Fastener (L7 in.) or side lap and 5-inch o.c. at RA, Miri, 0.25-"inch Dens Deck EverGuard TPO LWC- 34. Celcore Cellular Concrete 80 ultima Base Sheet or Drill-Tec Base Sheet t", equallyEnergyGuard spaced, EnergVGuard RH, Prime or, SECUROCK OB500 FS ultra 45.0 over min, 22 ga. steel or GAFGLAS Stratavent Nailable Fastener E (1.7 In.) staggered rc e EnergyGuard RN Gypsum -Fiber Roof Board i W9181 concrete deck. Venting Base Sheet center of thesheetExterior Research and Design, LLC, d/b/a Trinity] ERD Certificate of Authorization #95M Prepared by: Robert Nieminen, FIE-59166 Evaluation Report 01506.09,05-RI9 for FL5293-Rig Revision 19:08/25/2015 Appendix 1, Page 61 of 93 TABU4C: U45HTWEtGNTCONCRETE DECKS -NEW CONSTRUCTION oR REROOF (TEAR-OFf) SYSTEM TYPE E. MECHANICALLY ATTACHED BASE SHEET, MINDED ROOF ODVER Roof Deck (See Note 1) Base sheet Roof Cover System NO. Structural Deck LWC Type Fasteners Attach Base Cap MDp Psq See Note 2) e Min. 22 ga, type Drill-Tet # 12 screws and 12-inch o.c. atthe 4-inch lap 8, Grade 33 Min. 2SO-300psi, min. 2-inch thick GAF StormSafe Anchor Drill-Tec AccuTrac Flat and 12-inch oc. inthree, EverGuardLWC-35. vented steel at cellular lightweight concrete Sheet Plates (engage steel equally spaced, staggered None Freedom TPO 45 O max, 6 ft spans deck) rows in the center of the sheet Min. 22 ga- type 9-inch o.c. in the 44nch tap B, Grade 33 Drill -Tee CR Base Sheet and 9-inch o.c. in three, EverGuardLWC-36, vented steel at Min. 200psi, min. 2-inch thick Celcore Tri-Rex 10 Fasteners equally spaced, staggered None Freedom TPO 52.5 max. 5 ft spans rows in the centerof the sheet Min, 22 ga, type 7.5-inch oz. in the 4-mch tap LWC-37. 8, Grade 33 Min. 300 psi, min. 2-inch thick Mearicrete GAF StormSafe Anchor Dinfl-Tec Locking Impact and 12-inch ox, in three equally spaced, staggered None EverGuard 52,5ventedsteelatSheetNail, min. 1A-inch rows in the center of the Freedom TPO max. 6 ft spans sheet Min. 340 psi, min. 2-rinch thick cellular GAFGIAS 975 Base Sheet, Optional) Ofte or two plies Ruberoid Min. 22 ga, type lightweight concrete. mote.- roquagfy the Tri-Ply #75 Base Sheet, Drill-TecBase Sheet 7-incho,c. at min. 44nch 20 Smooth, Ruberoid Mop Smooth, B, 40 ksl vented LWC under this assembly, the selected GAFGLAS #W Uttima Base Fastener, Drill-Tec laps and 7-inch o.c. in two, Ruberoid Mop Smooth 1,S or EverGuard TPO LWC-38. steel at max. 6 ft fastener shallachieve an average withdrawal Sheet GAFGLAS Stratavent Locking impact Nail or equally spaced, staggered Ruberoid Mop PlusSmooth in hot FB Ultra in hot 52'5 spans of 60 llif or greater when tested per TAS1a5 Nallable Venting Base Trufast FM-290 center rows asphalt moochor two phes RuberoW HW 25 Smooth or Ruberaid HW apshalt arANSWRI FX-1 Sheet Ruberoid 20 Smooth Smooth, torch-appited Min. 340 psi, min. 2-inch thick cellular GAFGLAS #75 Base Sheet, One or two pries Ruberoid 20 Min. 22 ga, type lightweight concrete. Note: To qualify the Th-Ply #75 Base Sheet, Drill-Tec Base Sheet 7-inch o.c. at min. 4-mch Smooth, Ruberoid Mop Smooth, EverGuard TPO LWC-39. 8, 40 ksi vented LWC under this assembly, the selected GAFGLAS #80 Ultima Base Fastener, Drill-Tec laps and Tirich o.c. in two Ruberoid Mop Smooth 15 or Rubetoid Mop Pius Smooth in hot F8 Ultra in GAF 52.Ssteelatmax6ftfastenershallachieveanaveragewithdrawalSheet, GAFGLAS Stratavent Locking impact Nail or equally spaced, staggered' asphalt or one or two plies Ru befoid 2-Part, spatter- spans al'Otbfargreow when testedper TASIOS Naitable Venting Base Trufast FM-290 center rows HW 25 or SmoothRuberoid HW applied arANSVSPRI FX-1 Sheet Ruberoid 20SmoDth Smooth, tord,applie(l I Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report 01506.09.05-R,19 for FL5293- RIB Certificate of Authorization 49503Revision19: G8/25/2015 Prepared by- Robert Niernmen, PE-59166 Appendix 1, Page 62 of 83 j TABLE4D- UGHTWEtGHT CONCRETE DECKS -NEW CONSTRUCTION cut REROOF (TEAR -Off) SYSTEM TYPE F: BONDED ROOF COVER Roof Deck (See Note 1) Roof cover System LVVC No. Deck Min. Compressive Min. Thickness Membrane Adhesive MOP (pso Type Strength (psQ in) LWC-40. Struct concrete Celcore 200 2 EverGuard TPO F8 Ultra 1121 at I gal/square. 67,5 LWC41. Struct concrete Elastizell 222 2 EverGuard TPO F8 Ultra W8181 at 0.84 gal/square 200.0 LWC-42. Struct: concrete Mearicrete 297 2- EverGuard TPO FB Ultra W9191 at 0.94 gal/square 205,0 LWC-41 Struct concrete Concrecel 200 2 EverGuard TPO F8 Ultra W8181 at 0-94 gal/square 225.0 LWC44, Struct concrete Mearlcrate 737 2 EverGuard TPO F8 Ultra LRF-M or LRF-0, ribbons 6-inch o.c. 45.0 LWC-45, Struct concrete Flastize" 200 2 EverGuard TPO FS Ultra LRF-M or LRF-0, ribbons 4-inch o.c. 210,0 LWC-46. Struct concrete Concrecel 200 2 EverGuard TPO FS Ultra LRF-M or LRF-0, ribbons 44nch o.c. 22S.0 LWC-47. Struct concrete Meartcrete or 200 2 EverGuard TPO FS Ultra LRF-M or LRF-0, ribbons 44nch o.c. 2710Insulcel LWC48. Structconcrete Celcore 200 2 EverGuard TPO FS Ultra LRF-M or LRF-0, ribbons 4-inch o.c. 300.0 LWC-49. Min. 22 ga., type 8, Grade 33 vented mearkrete 297 2 EverGuard TPO FB Ultra GAF 2-Part, spatter 52.5steelatmax. 6 It spars LWC_50 Min. 22 ga., type 8, Grade 33 vented Etastizell 297 2 EverGuard TPO FB Ultra GAF 2-Part, spatter 52.5steelatmax. 6 it spans LWC-51. Min, 22 ga., type B, Grade 33 vented Concrecel 297 2 EverGuard TPO FB Ultra GAF 2-Part, spatter 52.5steelatmax. 6 ft spans LWC-52. Min, 22 ga, type B, 33 ksivented Elastizell 163 3 Ev--rGuard TPO FS Ultra GAF 2-Part, spatter 60.0steelatmax. 6 It spans LWC-53. Struct concrete Mearicrete 297 2 EverGuard TPO FB Ultra GAF 2-Part, spatter 205.0 LWC-54. Struct concrete Elastizell 222 2 EverGuard TPO, FS Ultra GAF 2-Part, spatter 200.0 LWC_55. Struct concrete Concrecel 200 2 EverGuard TPO FB Ultra GAF 2-Part, spatter 225,0 LWC-56. Struct concrete Insulcel 200 2 EverGuard TPO F8 Ultra GAF 2-Part, spatter 2710 LWC-57. Struct concrete Celcore 200 2 EverGuard TPO Fa Ultra GAF 2-Part, spatter 100,0 Exterior Research and Design, U.C. d/b/a Trinity] ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen,PE-59166 Evaluation Report 01506.09.05-R19 for FL5293-RI8 Revision 19:09/25/2015 Appendix 1, Page 63 of 83 1, f TR1N1TY1RD TABLE SA: CEMENTMOUS WOOD FIBER DEM - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEMITYPEA-1: SONDEDINWEATION, BONDED ROOF COVER i System Deck Base inmilation Layer Top insulation Layer See Note 11 Type Attach Roof Cover / Adhesive MOP (psi(NO. Type Attach CWFA Min. 2-inch Tectum Plank or Min. 1-inch EnergyGuard RA, EnergyGuard RH 06500 Optional) Additional layers base OBS00 EverGuard Freedom TPO /self adhered 45.0 iTecturnLSPlankorEnergyGuardINinsulation, flat or tapered CWF-Z. Min. 2-inch Tectum Plank or Min. 1-inch EnergyGuard RA, EnergyGuard RH 08500 Optional) Additional layers base 08500 EverGuard TPO / 91121, W9181 45.0TectumLSPlankorEnergyGuardRNinsulation, flat or tapered CWF-3, Min. 24nch Tectum Pla nk or Min. 1-inch EnergyGuard RA, EnergyGuard RH08500 Optional) Additional layers base 09500 EverGuard TPO FS Ultra / W-0, 64nch 45.0TectumLSPlankorEnergyGuardRNinsulation, flat or tapered D.C. CWF-4 Min. 2-inch Tectum Plank or Optional) Min. 1-inch EnergyGuard RA Min. 0.254nch SECUROCK Gypsum -Fiber EverGuard TPO F8 Ultra / LRF-0, 6-inch Tecturn LS Plank EnergyGuard RH or EnergyGuard RN 08500 Roof Board 00500 D.C, 45.0 CWF-5. Min, 2-inch Tectum Plank or Min. 1-inch EnergyGuard RH LRF-M Optional) Additional layers base LRF-M EverGuard TPO FS Ultra / LRF-M, 64r 45-0TectumLSPlankinsulation, flat or tapered ox. CW". Min. 2-inch Tecturn Plank or Optional) Min. 1-inch EnergyGuard RH LRF-M Min. 0.254mb SECUROCK Gypsum -Fiber LRF-M EverGuard TPO FB Ultra / LRF-M, 64nch 4S.0TecturnLSPlankRoofBoardD.C. CWF-7. Min. 2-inch Tectum Plank or Min. 1,5-inch EnergyGuard RA, EnergyGuard GAF 2-Part, Optional) Additional layers base GAP 2-Part, EverGuard Freedom TPO / self adhered 52,5TectumLSPlankorFibroplankRHorEnergyGuardRNCR-20 k1sulation, flat or tapered CR-20 CWF_& Min, 2-inch Tectum Plank or Min. I-S-inch EnergyGuard RA, EnergyGuard(Optional) Additional layers base GAF 2-Part, EverGuard TPO/ #1121, or WB181 52 5TecturnLSPlankorFibroplankRHorEnergyGuardRNinsutation, flat or tapered CR-20 TABLE 58: CEMENTITIOUS WOOD FIBER DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) oR RECOVER SYSTEM TYPE C-1: MECHANICALLY ATTAOiEDINSULATION, BONDED ROOF COVER System Deck Top Insulation Layer No. SeeNote 1) Base Insulation Layer Rod Cover / Adhesive ry Dp (perTypeIFastenersAttach Drill-Tec Polymer Gyptec with Drill-Tec Y CWF_9. Min. 2-inch Tectum Plank Optional) One or more Min. 1.5-inch EnergyGuard RN or Gyptec Plates or Wil-Tec LD Fasteners with I per 2 fe EverGuard Freedom TPO / self, adhered 45 0* or Tectum LS Plank layers, any combination EnergyGuard Ultra Drill-Tec LD Plates; Minimum 2-Inch fastener embedment CWF-10. Min. 2.5-inch Tectum, 1 Optional) One or morei Mitt. 1.S-inch EnergyGuard PA Dr&Tec Polymer Gyptec with Dri 'C ''7 "Lper2fe EverGuard TPO /Ifll2l,Wglgl.,L-VOC -45.0* Wank orTectumLSPiarik layers, anycombinalion EnergyGuard RH Gyptec Plates (rain. 2-inch embedment) Exterior Research and Des Ign, LLC. djh/a Trinity IERD Evaluation Report 01 506.09.05-R19 for FL.529 3- RIS Certificate ofAuthorization #9503 Revision 19: 09/25/2015 Prepared by. Robert Nieminen,PE-59166 Appendix 1, Page 64 of 83 TRINITY ERD TABLE 6A. GYPSUM DECKS- REROOF (TEAR -OFF} SYSTEMTYPEA-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer 7- Top Insulation Layer No. See Note 1) Type Attach Type Attach Roof Cover MOP (psf) I Existing poured gypsum Optional) Min. 1.5-inch EnergyGuard RA, EnergyGuard RH or Min. 0.25-inch SECUROCK Gypsum -Fiber EverGuard Freedom TPO /self or gypsum plank EnergyGuard RN OB500 Roof Board adhered 135.0 G- 2. Existing poured gypsum Min. 1-inch EnergyGuard Polyiso Insulation, EnergyGuard Ultra 08500 Optional) Additional layer of base 085W EverGuard Freedom TPO 1 self 142,5 orgypsumplankinsulationadheredG- 1 Existing poured gypsum Min. 1-inch EnergyGuard RA 08500 Optional) Additional layer of base 085W EverGuard Freedom TPO self 187.5 orgypsumplankInsulationadheredG- 4. Existing poured gypsum Min. t5-inch EnergyGuard Polyiso Insulation, EnergyGuard GAF 2 art, Optional) Additional layer of base GAF 2-Part, EverGuard Freedom TPO /self or gypsum plank Ultra CR-20 insulation CR-20 adhered 142 5 G- 5. Existing poured gypsum Min, 1.5-inch EnergyGuard RA, EnergyGuard RH or GAF 2-Part, Min. 0.25-inch SECUROCK Gypsum -Fiber GAF 2-Part, EverGuard Freedom TPO self or gypsum plank EnergyGuard RN CR-20 Roof Board CR-20 adhered 257,5 G- 6. Existing poured gypsum Min. 2-Inch, min. 1,0 pcf, ASTM C578 expanded polystyrene 08500 Min. 0.25-inch Dens Deck or Dens Deck 08500 Ev"uard TPO #1121 1210 orgypsumplankPrimeG- 7. Existing poured gypsum Min, 1.5-inch EnergyGuard RA, EnergyGuard RH or Min. 0,25-inch Dens Deck or Dens Deck or gypsum plank EnergyGuard RN or Min. 14rich Foamular 250 OB500 Prime OB500 EverGuard TPO #1121 130.0 Existing poured gypsum Optional) Min. 1.5-inch EnergyGuard RA, EnergyGuard RH or Min. 0.25-inch SECUROCK Gypsum -Fiber G-8. or gypsum plank EnergyGuard RN 08500 Roof Board OBSOD EverGuard TPO/#1121 135,0 i G- 9. Existing poured gypsum Min. 1-Inch EnergyGuard Polylso insulation, EnergyGuard Ultra 08500 Optional) Adclitional layer of base 06500 EverGuard TPO /#1121 270-0 or gypsum plank Insulation G- 10. Existing poured gypsum Min. 1-inch EnergyGuard RA OB500 Optional) Additional layer of base OBSOD EverGuard TPO /#1121 387'5 orgypsumplankinsulationG- 11. Existing poured gypsum Min. 134nch thick, min. 11S pcf ASTM C578 EPS board GAF 2-Part, Min. 0.25-inch Dens Deck Prime or GAF 2-Part NerGuardFPO /#1IZ1 875 or gypsumplankCR-20 SECUROCK Gypsum -FiberRoof Hoard CR-20 Existing poured gypsum Min. 1.5-inch EnergyGuard RA, EnergyGuard RH or GAF 2-Part, Min. 0.25-inch Dens Deck or Den-, Deck GAF 2-Part G-12, EnergyGuard RN or Min. 1.5-inch thick, min. 1.5 pcf ASTM EverGuard TPO /#1121 130.0 or gypsumplankC578EPSboardCR-20 Prime CR-20 Existing poured gypsum One or more layers, min. LS-inch thick, min. 1.5 pcf ASTM GAF 2-Part, Min. DIS-inch SECUROCK Gypsum -Fiber GAF 2-Part, EverGuard TPO /41121190.0 or gypsum plank C578 EPS board CR-20_ Roof Swrd CR-20 G-14. Existing poured gypsum One or more layers, min. 1.5-inch thick, mkt.2.O pcf ASTM GAF 2-Part, Min. 0.25-inch SECUROCK Gypsum -Fiber GAF 2-Part, EverGuardTPO/#1121 240.0 or gypsumplankCS78EPSboardCR-20 Roof Berard CR-20 G_15 Existing poured gypsum Min. 2- Inch EnergyGuard RA, EnergyGuard RH or EnergyGuard GAF 2-Part, Min. 015-inch SECUROCK terGuardTPO/#1121 247,5 or gypsumplankRNCR-20 Rod Board Existing poured gypsum Min. EnergyGuard EnergVGud PofyisciInsulation, EnergyGuard GAF 2-Part, Optional) Addtforial layer of base GAF 2-PartG-16 EverGuardTPO /#I121 2575 or gypsumplankUltraCR-20 insulation CR-20 G-17, Existing poured gypsum Min. 2-inch, min. 1.0 pcf, AS7M C578 expanded 1 I 25-Inch Dens D EverGuard TPO W8181 120,0I of plankgypsumExteriorResearchand Design, LLC, d/b/a Trinity) ERD Evaluation Report 01506.09.05-R19 for FL5293-RIS Certificate of Authorization # 95W Revision 19:08/25/2015 Prepared by., Robert Nierrunen, PE-59166 Appendix 1, Page 65 of 83 TRINITY ERD TABLE 6A. GYPSUM DECKS- REROOF (TEAR -OFF) SYSTEM TYPE A-1- BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top tnsutatim Layer Na. See Note 1) Type Attach Type Attach Roof Cover mop (psi) G-18, Existing poured gypsum Min. I.S-inch EnergyGuard RA EnergyGuard RH or OBSOO Min. 0.254och Dens Deck Prime 08500 EverGuard TPO /W8181 130.OorgypsumplankEnergyGuardFINorMin. 1-inch Foamul250 arG- 19, Existing poured gypsum Min. 1.5-inch EnergyGuard Polyiso Insulation, EnergyGuard OBSOD Optional) Additional layer of base OBSOO EverGuard TPO / W8181 135.0 orgypsumplankultrainsulationG- 20. Existing poured gypsum Min. 1-inch EnergyGuard RA 08500 Optional) Additional layer of base 08500 EverGuard TPO /#1121 210,0 orgypsumplankinsulationG- 21 Existing poured gypsum Min. 1.5-inch thick min, 1.2 5pcf ASTM C578 EPS board GAF 2-Part, Min. 0.25-inch DensDeck Prime GAF 2-Part EverGuard TPO / W6181 97S or gypsumplankCR-20 CR-20 Min, 1. 5-inch EnergyGuard RA, EnergyGuard FIN or G-22, Existing poured gypsum EnergyGuard FIN or Min. 15-inch thk+, min. 1.5 pcf ASTM GAF 2-Par1, Min. 0.254nch Dens Deck Prime GAF 2-Part, EverGuard TPO /WB181j -130,0 or gypsumplankC578EPSboardCR-20 CR-20 Existing poured gypsum Min. 13-inch EnergyGuard Polyiso Insulation, EnergyGuard GAF 2-Part, Optional) Additional layer of base GAF 2-Part, G-23. or gypsum plank ultra CR-20 insulation CR-20 EverGuard TPO /W8181257.5 Existing poured gypsum Milt 1.5-inch EnergyGuard RA, EnergyGuard RH, EnergyGuard Min. 0.25-inch Dens Deck Prime or G-24. or gypsum plank RN or EnergyGuard Ultra, min. 2-inch, min. 1.0 pcf, ASTM C578 08500 SECUROCK Gypsum Fiber Roof Board DEISM EverGuard TPO L-VOC 45.0 expanded polystyrene or Min. 1-mch Foamular 250 G-25, Existing poured gypsum Min. LS-inch EnergyGuard RA, EnergyGuard FIN or 08500 Optional) Additional IzW of base 08500 EverGuard TPO L-VOC 135.0 or gypsumplankEnergyGuardUltraInsulationG-26. Existing poured gypsum Min. 1.5-inch ErvergyGuard RA, EnergVGuard RH or EnergyGuard FIN or min. 1.5-inch thick, min. 125 pcf ASTM GAF 2-Part, Min. 0,25-inch Dens Deck Prime or GAF 2-Part, EverGuard TPO L-VCYC 45.0 or gypsumplankC578EPSboardCR-20 SECUROCK Gypsum -Fiber Roof Board CR-20 G-27. Existing poured gypsum Min. 1-5-Inch EnergyGuard RA, EnergyGuard RN GAF I -Part, Optional) Additional layer of base GAF 2-Part. EverGuard TPO L-VOC 257.5 or gypsumplankCR-20 insulation CR-20 TP FS, G-29. Existing poured gypsum um Min, 1-moch EnergyGuard RH 08500 Option Additional layer of base 0EISM EverGuard TPO FB Ultra LRl'- 75.0 or gypsum plank insulation 0, &4nch o.c. TABLE 68: GYPSUM DECKS - REROOF (TEAR -OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER Deck Anchor Sheet I I Base kwwo n TopInsulation System SeeNote Temp Roof I Roof Cover / Adhesive MOP (Psr) No. 1) Type Fasteners Attach Type Attach TyAttach Type 1 ExistingGArGLAS #75 Driff-Tic 9-Inch o. c. in the Ruberoid 25 Smooth, SBS HW Min. 1.54nch Min. 0.25-inch Dens Deck Prime poured Base Sheet or Base -Sheet min. 2-inch laps and Smooth , E ne rgyG uardRA, orSECUROCK Gyps Fiber Roof EverGuard TPO / #11. 2 1, G-29. gypsumorTri-Ply#75 Fastener 18-inch o. c. in two, Ruberold Torch EnergyGuard RK085M Board or min, 0.5-1= 08500 W8181 or L-VOC gypsum Base Sheet 1.2 in.) equally spaced Smooth or Tri- EnergyGuard RN Structodek HD Fiberboard Roof plank center rows Ply APP Smooth Insulation Exterior Research and Design, LLC. d/b/a Trinity) ERD Certificate of Authorization 495W Prepared by- Robert Niemtrien,PE-59166 Evaluation Report 01506. 09.05-RI9 for FL5293-RI8 Revision 19:08/ 25/2015 Appendix 1, Page 66 of 83 TRINITY ERD TABLE 6C. GYPSUM DECKS- R€ROOF (TEAR-OrF) SYSTEM TYPE B-1: MECHANICALLY ATTACHED BASE INSULAMON, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Tap Insulation Layer No. See Nate 1) Type Fasten Attach Type Attach Woof Cwuer / Adheshre MDP (psf) G 30. Existing poured Min. IS -inch EnergyGuard Polyiso Drift Tec Polymer Gyptec with Driif-Tec 3' Gyptec Plates 2 ft fo4in. 0.5-inch EnergyGuard Pdyiso Insulation, EverGuard Freedom TPO / gypsum of insulation, EnergyGuard Ultra Min. 1 per EnergyGuard Ultra LRF_M self adhered 45.0` gypsum plank 2-inch embedment) Existing poured Min. 2-inch EnergyGuard Polyiso Drill -Tee Polymer Gyptec with 1 per 29 Min. 0.5-ircfi EnergyGuard Polyiso Insulation, EverGuard Freedom FPO / G-31. gypsum or Insulation, EnergyGuard Ultra Drill -Fee r Gyptec Plates (Min. fe EnergyGuardLRF-MUltra self adhered 45.0' gypsum plank 2-inch embedment( G-32. Existing poured Min. f.5-Inch EnergyGuard Polytstr Drill-Tec Polymer Gyptec with Drill 3 Gyptec Plates 1 2 ft* Optional min. 0.5-inch EnergyGuard Polyiso Insulation, EnergyGuard Ultra followed by M EverGuard Freedom TPO 1MumorInsulation, EnergyGuard Ultra Tee (Min. per min. LRF I self adhered 45.0* gypsum plank 2-inch embedment) 0.25-inch SECUROCKGypsum-fiber Roof board j Existing poured Min. 2-inch EnergyGuard Polyiso Drill -Ter Polymer Gyptec with 1 per 2.9 Optional min. 0.5-inch EnergyGuard Polyiso EverGuard Freedom TPO % G-33. gypsum or Insulation, EnergyGuard Ultra Drip -Tee 3" Gyptec PG3tes (Min, z Insulation, EnergyGuard Ultra followed by min< LRF-M self adhered 45.0' ; Mum lankgypsp 2-inch embedment j 0.25-inch SECUROCKGypsum-Fiber Roof Board Existing poured Min. 2-inch EnergyGuard Polyiso Drill-Tec PolymerGyptecwith i per 3.2 EverGuard Freedom TPO; G-34, gypsum or insulation, EnergyGuard Ultra Drip -Tee 3" Gyptec plates (Min. Zft Min. 0.25-tech SECUROCK Gypsum -Filter Roof Board LRF-M self adhered 45.0` i gypsum plank 2-inch embedment) r i Existing poured Min. 1.5-inch EnergyGuard Polyiso Drill-Tec Polymer Gyptec with Min. 0.5-inch EnergyGuard Polyiso Insulation, EverGuard Freedom TPO / G-35. gypsum or Insulation, EnergyGuard Ultra or Drip-Tec 3" Gyptec Plates (Min, i per 2 ftZ EnergyGuard Ultra or min. 1.5 inch EnergyGuard RH 08500 self adhered 45.0' gypsum plank EnergyGuard RH 2-inch embedment) i 1 Existing poured Min. 24nch EnergyGuard Polyiso Drill-Tec Polymer Gyptec with G-36, Mumum or Insulation, EnergyGuard Ultra orgy DripTec 3'" G tec Plates Min. yp (, 1 per 2.9i08500 Min. 0.5-inch EnergyGuardEverGuardPolyisoInsulation, Freedom TPO / 45.0" Mum plank EnergyGuard RH II 2-inch embedment) it, EnergyGuard Ultra or min.1.5-inch EnergyGuard RH self adhered i ! Fxpsum poured Min. 1.5-inch EnergyGuard Drip-Tec Polymer Gyptec with Optional min. 0.5-inch EnergyGuard Polyiso G-37. gypsum or ra orPolyisoUltraInsulation, EnergyGuard Ultra or Drib -Tee 3" Gyptec Plates (Min. i per 2 ftZ Insulation, EnergyGuard Ultra or min. IS -Inch b8500 EverGuard Freedom TPO / 45.0` gypsum plank EnergyGuard RH 2-inch embedment) EnergyGuard RH followed by min. 0.2S-inch selfadhered SECUROCK Gypsum -Fiber Roof Board Existing poured Min. 2-inch EnergyGuard Polyiso Drill-Tec Polymer Gyptec with Optional min.O.S-inch EnergyGuard Polylso I G-38. Mumum or Insulation, EnEnergyGuard Ultra or Drill -Ter 3" Gyptec Pates (Min. 1 per2.9 Insulation,EnergyGuardUltra or min. IS -inch b6500 EverGuard Freedom TPO I 45.0' gypsum plank EnergyGuard RH 2-inch embedment) fe EnergyGuard RH followed by min, 0.25-inch self adhered SECUROGKGypsum-Fiber Roof Hoard Existingpoured Min. 2-inch EnergyGuard Polyiso Drill-Tec Polymer Gyptec with 1 per 3.2 Eve Guard Freedom TPO % I G-39. gypsum or Insulation, EnergyGuard Ultra Drip -Tee 3"' Gyptec Pates (Min. fez Min. 0.25-inch SEfUROCK Gypsum -Fiber Roof Board OB500 cif adhered 45.0` gypsum plank 2-inch embedment) R6iiTPO G-40. Existing poured or Min. 1.5-inch EnergyGuard Polyiso Drill Tec Polymer Gyptec with Drill-Tec 3@ Gyptec Plates (Min. 1 2 fe Min. 0.5-inch EnergyGuard Polyiso Insulation. LRF-M EverGuard TPO / ft1121, gypsum insulation, EnergyGuard Ultra per EnergyGuard Ultra WB181 or L-VOCgypsumplank2-inch embedment) Existing poured Min. 2-inch EnergyGuard Polyiso Drip-Tec Polymer Gyptec with 1 per 29 Min. 0.5-inch EnergyGuard Polyiso Insulation EverGuard TPO (f#1121, G 41. gypsum or Insulation, EnergyGuard Drill -Tee 3" Gyptec Plates (Min. rit EnergyGuard Ultra LRF M 4V8181 or L-VOC 45.0` gypsum plank 2-inch: embedment) ExteriorResearch and Design, LLC. d/b%a TrinitylERD Certificate of Authorization 49503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 01506.09.05-Ri9 for Ft5293-R18 Revision 19:09/25/2015 Appendix 1, Page 67 of 83 R NI ITy1 ERDI TABLE 6C. GYPSUMDECKS- REROOF (TEAit-OFF) SYSTEM TYPE B-1: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer MOPNo. See Note 1) Type Fasten Attach Type Attach Roof Cover / Adhesive Psf) Existing poured Drill-Tec Polymer Gyptec with Optional min, 0,5-inch EnergyGuard Polyiso G-42. gypsum or Min. LS-inch EnergyGuard PcitViso Drill -Teo 3Gyptec Plates (Min. 1 per 2 fitInsulation, EnergyGuard Ultra followed by min. LRF-M EverGuard TPO / #1121, 45.0* gypsum plank Insulation, EnergyGuard Ultra 2-inch embedment) 0.2S4nch Dens Deck Prime or SECUROCK Gypsum- W8181 cc L-VOC Fiber Root Board Existing poured Drill-Tec Polymer Gyptec with Optional min. 0.5-inch EnergyGuard Polylso G-41 gypsum or Min, 2-inch EnergyGuard Polyiso Drill-Tec 3' Gyptec Plates (Min. I per 2.9 Insulation, Energy/Guard Ultra followed by min. EverGuard TPO / 41121, 45,0* i gypsum plank Insulation, EnergyGuard Ultra 2-inch embedment) fix 0.254nch Dens Deck Prime or SECUROCK Gypsum- W8181 or L-VOC G-". Existing poured or Min. 2-inch EnergyGuard Polyiso Drill-Tec Polymer Gyptec with Drill-Tec 3' Gyptec Plates (Min. I per 3.2 Fiber Roof Board Min. 015-inch Dens Deck Prime or SECUROCK LRF-M EverGuard TPO / #1121, 45.C* gypsum gypsum plank Insulation, EnergyGuard Ultra 2-inch embedment) ft, Gypsum -Fiber Roof Board W3181 or L-VOC G-45. Existing poured Min. 1.5-inch EnergyGuard Polyiso, Insulation, EnergyGuard Ultra Drig-Tec Polymer Gyptec with Drill-Tec 3' Gyptec Plates I fit2 Mirt. 0.5-inch EnergyGuard Polyiso Insulation, 08500 EverGuard TPO / #1121, gypsum or or Min, per EnergyGuard Ultra or min. 1.5-inch EnergyGuard RH W3181 or L-VOC 45.0* gypsum plank EnergyGuard RH 2-inch embedment) I Existing poured Min. 2-inch EnergyGuard Polyiso Drill-Tec Polymer Gyptec with 1 per 2.9 Min. 0.5-inch EnergyGuard Polyiso Insulation, EverGuard TPO / 41121, G-46. gypsum or Insulation, EnergyGuard Ultra or Driff-Sec 3- Gyptec Plates (Min. fe EnergyGuard Ultra or min. 1,S-inch EnergyGuard RH 08500 WB181 or L-VOC 45.0* gypsum plank EnergyGuard RH 2-inch embedment) Existing poured Min. 1.5-inch EnergyGuard Polyiso Drill-Tec Polymer Gyptecwith Optimal min. 0.5-inch EnergyGuard Polyiso G-47. gypsum or Insulation, EnergyGuard Ultra or Drifl-Tec 3'Gyptec Plates (Min. I per 2 it, Insulation, EnergyGuard Ultra or min, 1.5-inch 08500 EverGuard TPO; #1121, 45.0. gypsum plank EnergVGuard RH 2-inch embedment) EnergyGuard RH followed by min. 0 25-inch Dens W9181 or L-VOC Deck Prime or SECUROCK Gypsum -Fiber Roof Board Existing poured Min. 2-inch EnergyGuard Polyiso Drill-Tec Polymer Gyptec with Optional min. 0.5-Inch EnergyGuard Polyiso G-48. gypsum or Insulation, EnergyGuard Ultra or Driff-Tec 3' Gyptec Plates (Min. I per 2A Insulation, EnergyGuard Ultra or min. 1S-inch 08500 EverGuard TPO /41121, gypsum plank EnergyGuard RH 2-Inch embedment) fe EnergyGuard RH followed by min. 0.25-inch Dens W3181 or L-VOC Deck Prime or SECUROCK Gypsum -Fiber Rod Board Existing poured Min. 2-inch EnergyGuard Polyiso Drill-Tec Polymer Gyptec with 1 per 3.2 Mirt. 0.25-inch Dens Deck Prime or SECUROCK EverGuard TPO / #1121 77G-49 gypsum or Insulation, EnergyGuard Ultra Drill-Tec 3' Gyptec Plates (Min. fir Gypsum -Fiber Roof Board OB500 W8181 or L-VOC 45,0* gypsum plank 2-inch embedment) G-50, Existing poured Min, 1.5-inch EnergvGuard Pofyiso Drifl-Tec Polymer Gyptecwith Drifl-Tec 3' Gyptec Plates I 2 fir Min. 0.5-Inch EnergyGuard Polyiso Insulation, UIF-M EverGuard TPO FS Ultra WBI81 LRF-M LRF-0, 45.0* gypsum or InsulationEnergyGuard Ultra Min. per EnergyGuard Ultra or or gypsum plank 2-inch embedment) 124nch oc. Existing poured Min. 2-inch EnergyGuard Polyiso, Drill-Tec Polymer Gyptec with I per 2,9 Min, 0,5-inch EnergyGuard Polyiso Insulation, EverGuard TPO FS Ultra G- 51. gypsum or Insulation, EnergyGuard Ultra Driff-Tec 3' Gyptec Plates (Min ft, EnergyGuard Ultra LPF-N4 W3181 or LRF-M or LRF-0, 45.0*gypsum plank 2-inch embedment) 124nch o.c, Existing poured Drill-Tec Polymer Gyptec with Optional min. 0. 5-inch EnergyGuard Polyiso EverGuard TPO FB Ultra EG-52. gypsum or Min. 1,5-inch EnergyGuard Potyi-IDriff-Tet 3' Gyptec Plates (Min, I per 2 firLPF-M Insulatton, EnergyGuafd Ultra followed by min. WBI81 or LRF -M or LPF O, 45 0* gypsum plank Insulation, EnergyGuard Ultra 2-inch embedment) 0,25-inch Dens Deck Prime or SECUROCK Gypsum - 12-inch o.r- FiberRoofBoardExterior Research and Design, Lic. d/b/a Trinity) ERD Evaluation Report 01506,09.05-RI9 for FL5293-RIB Certificate of Authorization #9503 Revision 19:09/25/2015 Prepared by. Robert Nieminen, PE-59166 Appendix 1, Page 68 of 63 TRINITY ERD TABLE 6C: GYPSUM DECKS- REROOF (TEAR-Ofr) SYSTEM TYPE B-1: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER Systern Deck Base Insulation Layer Top Insulation Layer No. See Note 1) Type Fasten Attach Type Attach Roof Cover I Adhesive MDP (psf) Existingpoured Drill-Tec Polymer Gyptec with Optional min. D.S-inch EnergyGuard Polyiso EverGuard TPO FB Ultra G- S3. gypsum or Min, 2-inch EnergyGuard Polyiso Drill-Tec 3'GWec Plates (Min. I per 2.9 insulation, EnergyGuard Ultra followed by min. LRF-M W8181 or LRF-M or LRF-0, 4S.0* gypsum plank Insulation, EnergyGuard Ultra 2-inch embedment) ft' 0.2S4nch Dens Deck Prime or SECUROCK Gyps"m- 124nch o.c, FiberRoofBoardExisting poured Min. 2-inch EnergyGuard Polviso Drill-Tec Polymer Gyptec with 1 per31 Min, 0.2S-inch Dens Deck Prime or SECUROCK Ever'GuardTPO FB Ultra/ G- 54. gypsum or Insulation, EnergyGuard Ultra Drill-Tec 3'Gyptec Plates (Min. it, Gypsum-Fiber Roof Board LRF-M WB181 or LRF-M or LRF-0, 45,0* gypsum plank 2-inch embedment) 124nch o.c Existing poured Min. 1.5-inch EnergyGuard Polylso Drill-Tec: Polymer Gyptec with Min'o-"'rxh EnergyGuard Polyiso Insulation, EverGuard TPO FB Ultra/ G- W gypsum or insulation, EriergyGuard Ultra or Drill-Tec r Gyptec Plates (Min. 1 per 2 fe EnergyGuard Ultra or min. 1,5-inch EnergyGuard RH 08500 W9181 or LRF-M or LRF-C, 45.0* gypsum plank EnergvGuard RH 2-inch embedment) 124nch oc. Existing poured Min, 2-inch EnergyGuard Polyiso, Drill-Tec PotyrnerGyptec with I per 2.9 Min. 0.5-inch EnergyGuard PoMso Insulation, EverGuard TPO FB Ultra G- 56. gypsum or insulation, EnergyGuard Ultra or Drill-Tec 3' Gyptec Plates (Min, fe EnergyGuard Ultra or min154nch EnergyGuard RH 08500 W8181 or LRF-M or LRF-0, 45,0* gypsum plank EnergyGuard RH 2-Inch embedment) 124nch oc. Existing poured Min. SS -inch EnergyGuard Polyiso Drift-Tec Polymer Gyptec with Optional min, 0.5-inch EnergyGuard Polylso EverGuard TPO FB Ultra G-57, mumor Insulation, EnergyGuard Ultra or Drill-Tec 3' Gyptec Plates (Min. 1 per 2 fe Insulation, EnergyGuard Ultra or min. 1.5-inch 09500 W9181 or LRF-M or LRF-0, 45,0* gypsum plank EnergyGuard RH 2-inch embedment) EnergyGuard RH followed by min. 0.25-inch Dens 124nch o,c. Deck PrimeorSECUROCKGypsum-FiberRoof Board Existing poured Min. 24nth EnergyGuard Polyiso, Drill-Tec Polymer Gyptec with Optional min, O."nch EnergyGuard Polyiso EverGuard TPO FB Ultra/ G-Sa, gypsum or Insulation, EnergyGuard Ultra or Drill-Tec r Gyptec Plates (Min. I per 2.9 Insulation, EnergyGuard Ultra or min, 15-inch followed 08500 W8181 or LRF-M or LRF-C, 45,0* gypsum plank EnergyGuard RH 2-inch embedment) ill EnergyGuard RH by min. 0.25-inch Dens 12-inch o.0 Deck PrimeorSECUROCKGypsum -Fiber Red Board Existing poured Min, 24nch EnergyGuard Polyiso Drill-Tec Polymer Gyptec with I per 3.2 Min, 0.254nch Dens Deck Prime or SECUROCK EverGuard TPO FS Ultra/ G-% gypsum or Insulation, EnergyGuard Ultra Drill-Tec 3' Gyptec Plates (Min. it, Gypsum-Ftber Roof Board 08500 W8191 or LRF-M or LRF-0, 45.0* gypsum plank 2-inch embedment) 124nch o.r- Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report 01506.09.05-R19 for F1.5293-R18 Certificate of Authorization #95M Revision 19: 08/25/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1, Page 69 of 83 TRINITY ERD "i TABLE 6D., GYPSUM DECKS- REROOF (TEAR -OFF) SYSTEM TYPE C-L- MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation Layer No. See Note 1) Base Insulation Layer Roof Cover / Adhesive MOP (Psf) Type Fasteners Attach G-60. Existing poured gypsum or gypsum Optional) One or more Min, 1.54neh EnergyGuard RN or Drill-Tet PolymerGyptec with Dr&Tec r Gyptec Plates or Drill-Tec LD Fasteners with Drill-Tec LD IW2W EverGuard Freedom TPO self 4S.C* plank layers, any combination EnergyGuard Ultra Plates (Minimum 2-irtchfastener embedment} adhered C- 61. Existing poured gypsum or gypsum Optional) One or more Min. 1.5-inch EnergyGuard Poyiso Insulation, EnergyGuard Ultra, Drill-Tec P*mer Gyptec with Drill-Tec 3' Gyptec 1 per 2 It' EverGuard Freedom TPO self plank layers, any combination EnergyGuard RH Plates (Min. 2-inch embedment) adhered G- 62. Existing poured gypsum or gypsum Optional) one or more Min, 2-inch EnergyGuard Polyiso Insulation, EnergyGuard Ultra, Drill-Tec Polymer Gyptec with Drill-Tec 3' Gyptec I per 2.9 it EverGuard Freedom TPO self r45. 0* plank layers, any combination EnergyGuard RH Plates (Min. 2-inch embedmentj adhered Existing poured Optional) one or more Min. 1.5-inch EnergyGuard Polyiso Drill-Tec Polymer Gyptec with Drill-Tec r Gyptec EverGuard TPO / #1121, W8181 or G-63. gypsum or gypsum layers, any combination Insulation, EnergyGuard Ultra, Plates (Min. 2-inch embedment) I per 2 it' L-VOC 45.01 plank EnergyGuard RH G- 64. Existing poured gypsum or gypsum Optional) One or more Min. 2-inch EnergyGuard Polyiso Insulation, EnergyGuard Ultra, Drill-Tec Polymer Gyptec with Drill-Tec 3` Gyptec I 2.9 ft' EverGuard TPO #1121, WB181 0r 45. 0* plank layers, any combination EnergyGuardRH Plates (Min. 2-irtch embedmert) per L-VOC G-65. Existing poured gypsum or gypsum optional) one or more Min, 1.54nch EnergyGuard Polyiso Insulation, EnergyGuard Ultra, Drill-Tec Polymer Gyptec with Drill-Tec 3" Gyptec 1 per 2 ft' EverGuard TPO FB Ultra / WB181 45.0 plank layers , any combination EnergyGuard RH Plates (Min. 2-inch embedment) or LRF-M or LRF-O, 12-inch o.c. Existing poured Optional) One or more Min. 2-inch EnergyGuard Polyiso Drill-Tec Polymer Gyptec with Drill-Tec 3' Gyptec EverGuard TPO FB Ultra / W8181 G-66, gypsum or gypsum layers, any combination Insulation, EnergyGuard Ultra, Plates (Min. 2-inch embedment) I per 2 9 It or LRF-M or LRF-O, 12-inch o.c. plank EnergyGuardRHTABLE6E., GYPSUM DECKS - REROOF (TEAR -Off} SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER SystemNa Roof Deck Prkrw / Treatment Roof Cover / Ad*sive MOP (psf) C-67. Existing poured gypsum or gypsum plank None EverGuard TPO F8 Ultra / WB181 -90.0 Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506.09.05-RI9 for FL5293-Rl8 Certificate of Authorization 49503 Revision 19:08/25/2015 Prepared by, Robert Nieminen, PE-59166 Appendix 1, Page 70 of 83 TRINITY ERD TABLE 7A; RECOVER APPLICATIONS SYSTEMTYPEA-1: BONDED INSULATION, 84ONDED ROOf COVER System Base Insulation Layer Top hisulation Layer MOPSubstrate (See Note 12) Roof Cover AdhesiveITypeAttachTypeAttach 4)SO 04-10Fro" 711rot, Existing smooth- or granule -surfaced OUR; smooth- or Min. 1-inch EnergyGuard Polyiso Insulation, EverGuard FreedomR-1. granule -surfaced 585 modified bitumen or granule- EnergyGuard Ultra 08500 None N/A TPO / self adhered 45-0 surfaced APP modified bitumen Existing smooth- or granule -surfaced OUR; smooth- or Min, 1.5-inch EnergyGuard Polyiso Insulation, Optional) Additional layer of base EverGuard FreedomR-L granule -surfaced SBS modified bitumen or granule- EnergyGuard Ultrainsulation0850008500 TPO / self adhered 120.0 surfaced APP modified bitumen over struct. concrete deck Existing smooth- or granule -surfaced BUR, smooth- or Min. 0.54nch ErrergyGuard PH HD R-3. granule -surfaced 585 modified bitumen or granule- Optional) Min. 1.5-inch EnergyGuara PH OB5w Polyiso, Insulation, EnergyGuard HD 08500 EverGuard Freedom 97.5 surfaced APP modified bitumen over struct, concrete deck Polyiso Insulation, EnergyGuard HD TPO (self adhered Plus Polyiso Insulation 11-4. Existing smooth- or granule -surfaced BUR, smooth- or granule -surfaced 59S modified bitumen or granule- Optional) Min. 1,5-inch EnergyGuard RA, OB5W Min. 0.25-inch SECUROCK Gypsum- 08500 EverGuard Freedom 120.0 surfaced APP modified bitumen over struct. concrete deck EnergyGuard RH, EnergyGuard RN Fiber Roof Board TPO / sell adhered Existing smooth -or granule -surfaced BUR; smooth- or Min. 0.5-inch EnergyGuard Polyiso Insulation, Optional) Mitt. 015-inch Ev"uard FreedomR-5. granule -surfaced SSS modified bitumen or granule-• EnergyGuard Ultra 08-CM SECUROCK Gypsum -Fiber Roof 08500 TPO / self adhered 225.0 surfaced APP modified bitumen over struct conc. deck Board R-6. Existing smooth- or granule -surfaced BUR or smooth- or Min. 1-Inch EnergyGuard Potylso Insulation, LRF-M None N/A EverGuard Freedom 45.0granule -surfaced modified bitumen EnergyGuard Ultra TPO / self adhered Existing smooth- or -surfaced BUR or or Mitt. 0.54ftch EnergyGuard PH HD Polyiso Insulation, ErwgyGuard HD EverGuard FreedomR-7. granule smooth- Optional) Min15-inch EnergyGuard RH LRF-M LPF-M 75.0 granute-surfaced modified bitumen over struct cone- deck Polyiso insulation, EnergyGuard HD TPO I self adhered Plus P*iso Insulation Existing smooth- or granule -surfaced BUR or smooth- or Min, 0.5-inch EnergyGuard Polyiso Insulation, Optional) Min. 0.25-inch EverGuard Freedom R-8. granule -surfaced modified bitumen over struct cDoc, deck EnergyGuard Ultra W-M SECUROCK Gypsum -Fiber Roof LRF-M TPO / self adhered 75.0 Board Existing smooth- or granule -surfaced BUR at smooth- or Min. inch EnergyGuard Poiyiso Insulation, Optlorial) Min. 025-inch Eve rGuardFreedom R-9. grarvule-surfaced SBS or granule -surfaced APP modified EnergyGuard Ultra LPr_M SECURM Gypsum -Fiber Roof LRF-M TPO / self adhered 225.0 bitumen over struct conc. deck Board R- 10. Existing smooth- or granule -surfaced BUR or smooth- or Mtn. 1-inch EnergyGuard Pcifyiso Insulation, GAF 2-Part, None GAF 2-Part, EverGuard Freedom 45.0 granule -surfaced modified bitumen EnergyGuard Ultra CR-20 CR-20 TPO / self adhered Existing smooth -surface modified bitumen over struct. Optional) Min. 1.5-inch EnergyGuard RA, GAF 2-Part, Min. 0, 25-Inch SECUROCK Gypsum- GAF 2-Part, EverGuard Freedom R-11. concrete ded EnergyGuard RH or EnergyGuard RN CR-20 Fiber Roof Board CR-20 TPO I self adhered 222.5 R- 12. Existing smooth -surface BUR or granule -surface modified Min.0.254nch SECUROCK Gypsum -fiber Roof GAF 2-Part, None N/A EverGuard Freedom 245.0 bitumenoverstructconcretedeckBoardCR-20 TPO (self adhered R- 11 Existing smooth -surfaced BUR owr struct. concrete deck Min. 1,5-inch EnergyGuard RA, EnergyGuard PH GAF 2-Part, Min, 0_25-mch SECUROCK Gypsum- GAF 2-Part, EverGuard Freedom 262.57 orEnergyGuardRNCR-20 Fiber Roof Board CR-20 TPO / self adhered Existing granule -surfaced modified bitumen over struct. Min. 1.5-Inch EnergyGuard RA, EnergyGuard RH GAF2-Part, Min. 0.25-inch SECUROCK Gypsum- GAF 2-Part, EverGuard Freedom R-14 concrete, deck or EnergyGuard RN CR-20 Fiber Roof Board CR-20 TPO I self adhered 270.0 77-` 777777' 77, Exterior Research and Design, LLC, d/b/a Trinity( ERD Evaluation Report 01506,09.05-R19 for F1.5293-1118 Certificate of Authorization 09503 Revision 19:09/25/2015 Prepared by- Robert Nieminen,PE-59166 Appendix 1, Page 71 of 83 TRINITY, ERD TABLE 7A: RECOVER APPUCATIONS 5YSTEIVITYPEA-1: BONDED INSULATIONI, 64ONDED ROOF COVEIR System Substrata (See Note 12) Base Insulation Layer Top Wulation Layer MDPRoofCover / Adhesive Type AttachNo. Type Attach (Psf) R-15. Existing asphalt BUR or mineral surface cap sheet Min. I.S-inch EnergyGuard RA, EnergyGuard RH Hot Asphalt Optional) Min, 01S-inch Dens Deck Hot asphalt EverGuardTPOj#1121 45,0orEnergyGuardRNPrimeormin. 7116-Inch OSB Existing smooth- orgranule -surfaced BUR; smooth- or Min. 1-Inch EnergyGuard Polyiso Insufartion, R-16. granule -surfaced SRS modified bitumen or granule- EnergyGuard Ultra 09500 None N/A EverGuard TPO / 91121 -45.0 surfacedAPP modified bitumen Existing smooth- orgranule -surfaced BUR; smooth- or Optional) Additional layero( baseR-17. granule -surfaced SRS modified bitumen or granule- Min.1.5-inch EnergyGuard Ultra OSSW OSSW EverGuard TPO / in 121 -120,0 surfaced APP modified bitumen over struct. concrete deck insulation Existing smooth- orgranule -surfaced BUR; smooth- or Min. 0.5-inch EnergyGuard RH HD R-18. granule -surfaced SOS modified bitumen or granule Optional) Mist. 1.5-inch EnergvGuard RH OBSOD Polyiso Insulation, EnergyGuard HD 085EverGuard TPO /#1121 -57.5 00surfaced APP modified bitumen over struct. concrete deck Polylso Insulation, EnergyGuard NO Plus Polviso Insulation Existing smooth -or granule -surfaced BUR; smooth -or Min. 0.5-inch EnergyGuard Polyiso insulation, Mitt. 0,54nch Structodek High R-19. granule -surfaced SBS modified bitumen or granule- EnergyGuard Ultra OB500 Density Fiberboard Roof insulation 06500 EverGuai-dTPO /#1121 -32,5 surfaced APP modified bitumen over struct, concrete deck Existing smooth- or granule -surfaced BUR; smooth- or Min. 1.5-inch FM Approved Premier industries R-20. granule -surfaced SOS modified bitumen or granule- Insulloarn EPS Board OSSW Min. 0.25-inch Dens Deck Prime 08500 EverGuard TPO /#1121 45,0 surfaced APP modified bitumen Existing smooth- or granule -surfaced BUR, smooth- or Optional) Min. 1.54nch EnergyGuard RA, Min. 0.25-mch Dens Deck or Dens R- 21. granule -surfaced SOS modified bitumen or granule- EnergyGuard RH, EnergyGuard RN, min. 2-mch, O&SW Deck Prime or SECUROCK Gypsum- 08500 EverGuard TPO /#1121 -120.0 surfaced APP modified bitumen over struct. concrete deck min. 1,0 pd, ASTM C578 expanded polotyreriii Fiber Roof Board ormin. 1-inch Foamular 250 Existing smooth- or granule -surfaced BUR; smooth- or Optional when using coverboard) Min. 0.5-inch Optional when using base R- 22. granule -surfaced SBSor APP modified bitumen over struct EnergyGuard Polyiso Insulation, EnergyGuard 08500 Min. 015-4rich Dens 08500 08500EverGuard TPO / #1121 -225.0 cGnc. deck Uhra or min. 1.5-inch EnergyGuard RH Deck Prime or SECUROCK Gypsum - Fiber Roof Board Existing smooth- or granule -surfaced BUR or smooth- or Min- 1-inch EnergyGuard Polyiso Insulation, R-23. granule - surfaced modified bitumen EnergyGuard Ultra LRF.M None N/A EverGuard TPO / #1121 -45.0 Min. 0.5-inch EnergyGuard RH HD R- 24, Existing smooth- or granule -surfaced BUR or smooth- or Optional) Min. 1.5-inch ErvergyGuard RH LRF-M Polyiso, Insulation, EnergyGuard HO LRF-Ns EverGuard TPO / #1121 -75.0 granule - surfaced modified bitumen over struct conc. deck Polyiso Insulation, EnergyGuard HD Plus Polylso Insulation R- 25. Existing smooth- or granule -surfaced BUR or smooth- or Min. D.S-inch EnergyGuard Polyiso Insulation, LRF- M, Min. 0,5-inch Structodek High I LRF-M EverGuard TPO #1121 92.5 co granule -surfaced modified bitumen over struct conc. deck EnergyGuard Ultra Fiberboard Roof Insulation 1 R- 26. Existing smooth- or granule -surfaced BUR or smooth- or Min. O.S-inch EnergyGuard Polyiso insulation, LPS-M Optional) Min, 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber LRF-M EverGuard TPO stl 121 -75-0 granule - surfaced modified bitumen over struct conc. deck EnergyGuard Ultra Roof Board Existing smooth- or granule -surfaced BUR or smooth- or Optional when using coverboard) Min. O.S-inch Optional when using base R- 27, granule -surfaced SBS orgranule -surfaced APP modified EnergyGuard Polyiso Insulation, EnergyGwd LRF-M insulation) Min. 0 25-inch Dens LRF-M EverGuardTPO/#1121 225,0 bitumen over struct conc. deck Ultra or rnim 1.5-inch EnergyGuard RH Deck Prime or SECUROCK Gyps - Fiber Roof Board Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report 01506.09.05-RI9 for F1.5293-1318 Certificate of Authorization #9503 Revision 19:08/25/2015 Prepared by., Robert Nieminen, PE-59166 Appendix 1, Page 72 of 83 TRINITY'ERD TASLE7A. RECOVFAAPPLICATIONS SYSTEM TYPE A-L BONDED INSULATION, LIMMO ROOF C40VER System Base Insulation Layer Top Insulation Layer MOP NO, Substrate (See Note12) Roof Cover/ Adhesive Type Attacit Type Attach Psf) R-Z& Existing smooth- or granule -surfaced BUR or smooth- or Min, 1-inch EnergyGuard Polyiso insulation, GAF 2-Part, GAF 2-Part, granule -surfaced modified bitumen EnergyGuard Ultra CR-20 None CR-20 EverGuard TPO / #1121 -45.0 Existing smooth- orgranule -surfaced BUR; smooth- or Min. 0.5-inch EnergyGuard Polyiso Insulation, GAF 2-Pa Optional) Additional layers base GAF 2-Part, R-29. granule -surfaced SRS or APP modifmodified bitumen over struct EnergyGuard Ultra, EnergyGuard PH, EverGuardTPO/41121 _180 0 conc. deck EnergyGuard FIN CR-20 insulation CR-20 R-30. Existing smooth -surfaced modified bitumen over struct. Min. 1.5-inch EnergyGuard Potyiso Insulation, GAF 2-Part, Optional) Additional layer of base GAF 2-Part, EverGuard -222.ScoconcretedeckEnMyGuardUltraCR-20 insulation CR-20 R-31. Existing smooth -surface BUR over struct. concrete deck Min. 1.5-inch EnergyGuard Polyiso insulation, GAF 2-Part, Optional) Additional layer of base GAF 2-Part, EverGuard TPO #1121 -262,5EnergyGuardUltraCR-20 insulation CR-20 R-32. Existing granule -surface modified bitumen over struct. Min. 1.5-inch EnergyGuard Potyisci Insulation, GAF 2-Part Optional) Additional layer of base GAF 2-Part, concrete deck EnergyGuard Ultra CR-20 insulation CR-20 EverGuard TPO J 41121 -270.0 Existing smooth- orgranule -surfaced BUR or smooth- or Min. 1.5-inch EnergyGuard RA, EnergyGuard RH R-33, granule-surfacedSLIScir granule -surfaced APP modified or EnergyGuard FIN or Min. 1.5-inchthick, min. GAF 2-Part, Min, 0,25-Inch Dens Deck or Dens GAF 2-Part, EverGuard TPO #1121 -130.0 bitumen over struct conc. deck 1.5 pcf ASTM C578 EPS board CR-20 Deck Prime CR-20 Existing smooth- orgranule -surfaced BUR or smooth- or Min. 1.5-inch thick, min, 1.25 pcf ASTM C578 EPS GAF 2-part, Min, 0.25-inch Dens Deck Prime or GAF 2-Part, R-34. granule -surfaced S8S or granule -surfaced APP modified board CR-20 SECUROCK Gypsum -Fiber Roof CR-20 EverGuard TPO #1121 .37.5 bitumen over struct conc. deck Board Existing smooth- orgranule -surfaced BUR or smooth- or R-35. granule surfaced SSS or granule -surfaced APP modified One or more layers, min. 1.5-inch thick, min 1.5 GAF 2-Part, Min. 0.25-inch SECUROCK Gypsum- GAF 2-Part, EverGuard TPO #1121 -18u.0 bitumen over struct conc. deck pcf ASTM C578 EPS board CR-20 Fiber Roof Board CR-20 Existing smooth -surfaced modified bitumen over struct. Optional) Min. 2-inch EnergyGuard RA, GAF 2-Part, Min. 0,25-inch SECUROCK Gypsum- GAF 2-Part, R-36. concrete EnergyGuard RH or EnergyGuard FIN or min. 1.5- CR-20 Fiber Roof Board CR-20 EverGuard TPO #1121 .222.5 inch thick, min. 2.0 pcf ASTM CS78 EPS board R-37. Existing smooth -surface BUR orgranule -surface modified One or more layers, min. 1.5-inch thick, min. 2.0 GAF 2-Part min. 0.25-inch SECUROCK Gypsum- GAF 2-Part, bitumen over struct. concrete deck pcfASTM C578 EPS board CR-20 Fiber Roof Board CR-20 EverGuard TPO #1121 -240.0 R-38. Existing smooth -surface BUR or granule -surface modified Min. 0.2S4nch SECUROCK Gypsum -Fiber Roof GAF 2-Part, None N/A EverGuard TPO #1121 -245,0bitumenoverstruct. concrete deck Board CR-20 R-49, Existing smooth -surface BUR or granule surface modified Min. 2-inch EnergyGuard RA, EnergVGwrd RH or GAF 2-Part, Min. 0.25-inch SECUROCK Gypsum- GAF 2-Part, EverGuardrPO/#1121 -247.5bitumenoverstruct. concrete deck EnergyGuard RN CR-20 Fiber Roof Board CR-20 Existing smooth -orgranule -surfaced BUR; smooth- or Min.1-inch EnergyGuard Polyiso Insulation, EverGuard TPOR-40. granule -surfaced SLIS modified bitumen or granule- 08500 None N/A 45.0 surfacedAPP modified bitumen EnergyGuard Ultra WB181 Existing smooth- orgranule -surfaced BUR; smooth- or Optional) Additional layer of base EverGuard TPOR-41. grartule-surfaced SBS modified bitumen or granule- Min. 15-inch EnergyGuard Ultra OB500 09500 120.0 surfaced APP modified bitumen over struct. concrete deck Insulation W8191 Existing smooth- or granule -surfaced BUR; smooth- or Min. 0.5-inch EnergyGuard RH HD A-42, granule -surfaced S85 modified bitumen or granule- Optionag Min. 1.5-inch EnergyGuard RH 08500 Polyiso insulation, EnergyGuard HD 06500 EverGuard TPO -97,5 surfaced APP modified bitumen over strait. concrete deck Polylso Insulation, EnergyGuard HDW8181 Plus P*Iso insulation I Exterior Research and Design, U-C. d/b/a Trinity( ERD Certificate of Authorization #9503 Prepared by- Robert Nieminen, PE-59166 Evaluation Report 01506.09.05-R19 for F15293-RI8 Revision 19:09/25/2015 Appendix 1, Page 73 of 83 TRINITY ERD TA8LE7A. RECOVERAPPUCAMONS SYSTEM TYPE A -I: BONDED INSULATION, BONDED ROOF COVER System Base Insulation Layer Top traulation Layer MDP No. Substrate (See Note 12) Roof Cover/ AdhesiveTypeAttaxinTypeAttach o) Existing smooth- orgranule -surfaced BUR; smooth- or R-43, granule -surfaced SBS modified bitumen or granule- Mim IS -inch FM Approved Premier Industries / 05500 Min. 0.25-mch Dens Deck Prime 08500 EverGuard TPO I surfaced APR modified bitumen Insulfoam EPS Board WB181 Existing smooth- orgranute-surfaced BUR; smooth- or Min. 1.5-inch EnergyGuard RA, EnergyGuard RH, R-44. granule -surfaced SBS modified bitumen or granule- EnergyGuard RN, min. 2-Inch, min. 1.0 pcf, ASTM 08500 Min. 0.25-inch Dens Deck Prime 09500 EverGuard TPO 120.0 surfaced APP modified bitumen over struct. concrete deck CS78 expanded polystyrene or min. 1-inch W8181 Foamular 250 Existing smooth- orgranule -surfaced BUR; smooth- or Optional when using coverboard) Min. 0,5-inch Optional when using base I 11-45, granule surfaced SBS or APP modified bitumen over struct EnergyGuard Polyiso Insulation, EnergyGuard 08-1100 insluation) Min. 0.254nch Dens 08500 EverGuard TPO 225.0 cone. deck Ultra or min. 1.5-inch EnergyGuard RH Deck Prime or SECUROCK Gypsum- W8181 Fiber Roof Board R-46. Existing smooth- orgranule -surfaced BUR or smooth- or Min. 1-inch EnergyGuard Polyiso Insulation, EverGuard TPO granule -surfaced modified bitumen EnergyGuard Ultra LRF-M None N/A 1 W8181 45.4 Min, 0.5-4rich EnergyGuard RH HD R-47. Existing smooth- or granule -surfaced BUR or smooth- or Optional) Min- 1.5-inch EnergyGuard RH LRF-M Polyiso Insulation, EnergyGuard HD LRF-M EverGuard TPO / 75,0granule -surfaced modified bitumen over struct cone. deck Polytso trisulation, EnergyGuard HD WBISI Plus Polyiso Insulation Existing smooth- or granule -surfaced BUR or smooth- or Min. 0.5-inch EnergyGuard Polyiso Insulation, Optional) Min. 015-inch Dens Deck EverGuard TPOR-48. granulesurfacedmodified bitumen over struct cone. deck EnergyGuard Ultra LRF-M Prime or SFCUROCK Gypsum Filter LRF-M WBI81 75.0 Roof Board Existing smooth- or granule -surfaced BUR or smooth- or Optional when using coverboard) Min. 0.5-mch Optional when using bas R- 49. granule -surfaced SSS or granule -surfaced APR modified EnergyGuard Polyiso insulation, EnergyGuard LRF_M insulation) Mim 0.254nch Dens LRF- M EverGuard TPO / 225. 0 bitumen over, struct conc. deck Ultra or min. 1.5-inch EnergyGuard RH Deck Prime or SFCUROCK Gypsum- W8181 Fiber Roof Board R- 50. Existing smooth- or granule -surfaced BUR or smooth- or Min. 1-inch EnergyGuard Poyiso Insulation, GAF 2-Part, GAF 2-Part, EverGuard TPO / granule - surfaced modified bitumen EnergyGuard Ultra CR-20 None CR-20 W8181 45. 0 Existing smooth- orgranule-surfaced BUR; smooth- or Min. 0.5-inch EnergyGuard Polyiso Insulation, R- SL granufe-surfaced SSS or APR modified bitumen over struct FnergyGuard Ultra, EnergyGuard RH, GAF 2-Part Optional) Additional layers base W 2-Part, EverGuard TPO 180.0 conc. deck EnergyGuard RN CR-20 insulation CR-20 W8181 R- 52. Existing smooth -surfaced modified bitumen over struct Min. 1-5-inch EnergyGuard Polyiso Insulation, GAF 2-Part, Optional) Additional layer of base GAF 2-Part, EverGuard TPO come. deck EnergyGuard Ultra CR-20 insulation CR-20 W8181 222.5 R- 53. Existing smooth -surface SUR over struct cone. d2-Part,-24S.0 Min, 1.5-inch EnergyGuard Polyiso Insulation, GAF 2-Part, Optional) Additional layer of base GAT 2-P., EverGuard TPO EnergyGuard Ultra CR-20 insulation CR-20 Wgisl R- 54. Existing granule -surface modified bitumen over struct Min. 1.5-inch EnergyGuard Polyiso Insulation, GAF 2-Part Ootional) Additional layer of base GAT 2-Part, EverGuard TPO / conc. deck EnergyGuard Ultra CR-20 insulation CR-20 W8181 270 0 Existing smooth- or granule -surfaced BUR or smooth- or Min. 0,25-Inch Min, 0,25-inch Dens R- 55, grartule-surfaced SRSor granule -surfaced APP modified 1.5-inch thick, mitt. L25 pcf ASTM C579 EPS GAF 2-Part, Dock Prime or SECUROCK GVpsurn- GAT 2-Part, EverGuard TPO / T5 bitumen over struct cone. deck bard boardCR-20 Fiber Roof BoardCR-20 W8181 Existing smooth- or granule -surfaced BUR or smooth- or Optional) Min. 1.5-ineh EnergyGuard RA, Min. 0.25-Inch Win. 0,25-inch Dens R- 56. granute-surfaced SRS or llramile-surfaced APR modified EnergyGuard RH or EnergyGuardRN or Mim I.S- GAF 2-Part, Deck Prime or SECUROCK Gypsum- GAT 2-Part, EverGuard TPO 130.0 bitumen over struct conc. deck inch thick, min. 1.5 pcf ASTM C578 EPS board CR- 20 Fiber Roof BoardCR-20 W8181 Exterior Research and Design, U-C, d/b/a Trino[ERO Certificate of Authorization #9503 Prepared by-, Robert Nieminen,PE-59166 Evaluation Report 01506.09.05-R19 for FL5293-R18 Revision 19:09/25/2015 Appendix 1, Page 74 of 83 3 TRINITY ERD TABiEiAz RECOVERAPPLICATIONS 5YSTEMTYPEA-1_ BONDED INSULATION, BONDED ROOF COVER System Base Insulation Layer Tale Insulation Layer MDP NO, Substrate (See Note 12) Roof Cover / AdhesiveTypeAttachTypeAttach (PSO R-57, Existing asphalt BUR or mineral surface capsheet Min. 1.5•indt EnergyGuard RA, EnergyGuard RH Hot Asphalt Optional) Min. 0.25-inch Dens Deck Hat asphalt EverGuard FPO / L-VOC 45.OorEnergyGuardRNPrime Existing smooth- orgranule -surfaced BUR; smooth- or Min. 1-inch Ever ward Polyiso Insulation, yR-58. granule -surfaced SBS modified bitumen or granule- OBSOO None N/A EverGuard TPO / L-VOC -45.0 surfacedAPP modified bitumen EnergyGuard Ultra Existing smooth -orgranule -surfaced BUR; smooth- or R-54. granule -surfaced SBS modified bitumen or granule- Min.1-5-inch EnergyGuard Ultra OB50t7 Optiona!}Additional Layer of base OBSOO EverGuard TPO / L-VOC -120.0 surfacedAPP modified bitumen over struct. concrete deck insulation Existing smooth- orgranule -surfaced BUR; smooth- or Min. 0.5-inch EnergyGuard RH HO R-60. granule -surfaced SBS modified bitumen or granule- Optional) Min. 1S4nch EnergyGuard RH OBSW Poty"rso Insulation, EnergyGuard HtlO8500 EverGuard TPO I L-VOC -97.5 surfaced APP modified bitumen over struct. concrete deck Polyiso Insulation, EnergyGuard HD Plus PolyisoInsulation Existing smooth -or granule -surfaced BUR; smooth- or R-61. granule -surfaced SBS modified bitumen or granule- Min. in 0,5-inch EnergyGuard Polyiso Insulation, on, Min. 0.5 inch Structodek High OB500 EverGuard TPO / L-VOC -82.5 surfaced APP modified bitumen over struct. concrete deck EnergyGuard Ultra Density Fiberboard Roof insulation Optional) Min.1.5-inch EnergyGuard RA, Existing smooth- or granule -surfaced BUR; smooth- or EnergyGuard RH or EnergyGuard RN, min. 2-inch, Min. 0.25-inch Dens Deck Prime or R 62. granule -surfaced SBS modified bitumen or granule mint. 2.0 ptf; ASTM C578 expanded polystyrene OBSiJO SECUROCK Gypsum Fiber Roof 06500 EverGuard FPO 1 L-VOC ( 45.0 surfaced APP modified bitumen or Min. 14nch Foamular 250 or min. 1.5-inch , Board I FM Approved Premier Industries / ktsukfoa n EPS 3 Board Existing smooth- or granule -surfaced BUR; smooth- or Optional when using (overboard} Min. 0,5-inch Optional when using brae I R-63. granule -surfaced SBSorAPP modified bitumen over struct EnergyGuard Polyiso Insulation, EnergyGuard OBSOD insulation) Min.25-inch Dens 0. 08500 EverGuard 7P0 / L-VOC ( -225A I cone. deck Ultra or min. 1.S-inch EnergyGuard RH Deck Prime or SECUROCK Gypsum - Fiber Roof BoardExisting smooth- or granule -surfaced BUR or smooth- or Min- 1-inch EnergyGuard Polyiso Insulation, R-64. granule -surfaced modified bitumen EnergyGuard Ultra LRF-M Name N/A EverGuard TPO / L-VOC 45.0 Min. 0.5-inch EnergyGuard RH HD R 65. Existing smooth- or granule -surfaced BUR or smooth- or Optional) Min. 1.5 inch Ener gyGuardRH LRF-M Polyiso Insulation, EnergyGuard HD LRF-N4 EverGuard TPO / L-VOC -75.O granule -surfaced modified bitumen aver struct cone. deck Polyiso Insulation, EnerpGuard HO Plus Polyiso Insulation R 6Fi. Existing smooth- or granule -surfaced BUR or smooth- or Min. O.5-inch EnergVGuard Polyiso Insulation, LRF-M Min. 0.5-inch Structodek High M FPO grarnale-surfaced modified bitumen over struct cone, deck EnergyGuard Ultra Density Fiberboard Roof insulation LRF EverGuard / L-VOC S2.5 R 67. Existing smooth- or granule -surfaced BUR or smooth- or Min. 0.5-inch EnergyGuard Polyiso Insulation, LRF M Min- 0.5-inch Structodek High LRF M EverGuard TPO 1 L-VOC 82.5 granule -surfaced modified bitumen over struct cant. deck FnergyGuard Uttra Density Fiberboard Roof Insulation Existing smooth- or granule -surfaced BUR or smooth- or Min. D.5-inch EnergyGuard Polyiso Insulation. Optional} Dew Deck Rom` granule -surfaced modified bitumen over struct cone. deck EnergyGuard Ultra LRF M Prince orSECUROCK Gypsum Fiber SECUROCKGypftF M EverGuard TPO / L-VOC -75.0 Roof Board Exterior Research and Design, LLC. d/b/a Trinity(ERD Evaluation Report 01506.09.05-R19 for FL5293-R18 Certificate of Authorization 49503 Revision 19: 08/25/2015 Prepared by- Robert Nieminen, PE-59166 appendix 1, Page 75 of 83 TRINITY ERD TABLE 7A: RIECOVERAPPIUCATIONS SYSTEIVITYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Base Insulation Layer Top insulation Layer MOP NO. Substrate (See Note 12) Roof Cover/ Adhesive Type Attach Type Attach i pd) Existing smooth- or granule -surfaced BUR or smooth- or Optional when using coverboard) Min. 0.5-inch Optional when using base A- 69. granule -surfaced 58S or granule -surfaced APP modified EnergyGuard Pdy& insulation, EnergyGuard LRF-M insulation) Min: 0.254och Dens LRF-M EverGuard TPO L-VOC 225.0 bitumen overstrict conc. deck Ultra or min. 1.5-inch EnergyGuard RH Deck Prime or SECUROCK Gypsum - Fiber Roof Board R- 70. Existing smooth- or granule -surfaced BUR or smooth- or Min. 1-inch EnergyGuard Polyiso insulation, GAF 2-Part, GAF 2-Part, granule - surfaced modified bitumen EnergyGuard Ultra CR-20 None CR-20 EverGuard TPO J L-VOC 45,0 Existing smooth- or granule -surfaced BUR; smooth- or Min. G.S-inch EnergyGuard Polyiso Insulation, R- 71. grartule-surfaced SOS or APP modified bitumen over struct EnergyGuard Ultra, EnergyGuard Rl GAF 2-Part, Optional) Additional layers base GAF 2-Part, EverGuard TPO L-VOC 180.0 conic. deck EnergyGuard RN CR-20 insulation CR-20 R- 72 Existing smooth -surface modified bitumen over struct. Min, I.S-inch EnergyGuard PotViso Insulation, GAF 2-Part, Optional) Additional layer of base GAF 2-Part, concretedeck EnergyGuard Ultra CR-20 Insulation CR-20 I EverGuard TPO I L-VOC 222.5 R- 73. Existing smooth -surface BUR or granule -surface modified Min. 1.5-inch EnergyGuard Polyiso Insulation, GAF 2-Part, Optional) Additional layer of base GAF 2-Part, EverGuard TPO L-VOC 245.0 bitumenoverstruct. concrete deck FnergyGuard Ultra CR-20 insulation CR-20 Existing granule -surfaced modified bitumen over strict. Min. 1.5-inch EnergyGuard Potyiso Insulation, GAF 2-Part. Optional) Additional layer of base GAF R-74. con, cretedeck EnergyGuard Ultra CR-20 insulation CR-20 rd TPO L-VOC 270 0 Existing smooth- or granule -surfaced BUR; smooth- or Min. 1-inch EnergyGuard Pofytso insulation, EverGuard TPO FB Ultra R-75. granule surfaced SOS modified bitumen or granule- 085M None 08500 45Z surfaced APP modified bitumen EnergyGuard Ultra WB181 R- 76, Existing smooth -or granule -surfaced BUR; smooth- or granule - surfaced SBS modified bitumen or granule- Min. 1.5-inch EnergyGuard FLA, EnergyGuard RH, ORS00 Optional) Additional layers base 09500 EverGuard TPO FB Ultra 120.0 surfaced APP modified bitumen over struct canc. deck EnergyGuard RN Insulation WB181 Existing smooth- or granule -surfaced BUR; smooth- or Min. 0.5-inch EnerjrirGuard FIR HD R- 77, granule surfaced 585 modified bitumen or granule- Optional) Min. 1.54nch EnergyGuard RH08-IM Polyiso insulation, EnergyGuard HD 08500 EverGuardTPO FB Ultra 97.5 surf -aced APPmodified bitumen over struct conc. deck Polyiso Insulation, EnergyGuard HD W8181 Plus Polylso Insulation Existing smooth- or granule surfaced BUR; smooth- or Optional) Min, 1.54nch EnergyGuard RA, Min. 0.25-inch Dery Deck Prime or EverGuard TPO FB Ultra R-78. granule -surfaced SBS modified Mumen or granule- EnergyGuard RK EnergyGuard RN 085W SECURM Gypsum -fiber Roof 08500 WB181 120.0 surfaced APP modified bitumen over, stfuct canc. deck Board Existing smooth- or granule -surfaced BUR; smooth- or Optional when using coverboard) Min. 0.5-inch Optional when using base R-79. granule -surfaced SOS or APP modified bitumen over strict EnergyGuard Polyiso Insulation, EnergyGuard 085W Insutationj Mkt 0.25-inth Dens ORSW EverGuard TPO FB Ultra 225.0 cone. deck Ultra or nnirL L5-inch EnergyGuard RH Deck Prime or SECUROCK Gypsum- f W8181 IFiber Roof Board R-8D. Existing smooth- or granule -surfaced BUR or smooth- or Min. 1-inch EnergyGuard Pofyiso Insulation, LRF-M None N/A EverGuard TPO FB Ultra 45.0 granule -surfacedmodifiedbitumenEnergyGuardUltraW8181Existingsmooth- or granute-surfaced BUR or smooth- or Min. 0.5-inch EnergyGuard Pcilytso Insulation, EverGuard TPO FB Ultra R-81. grariule-surfaced modified bitumen over struct oom deck EnergyGuardUltra LRF-M None N/A WB181 75.0 Exterior Research and Design, LLC. d/b/a TrfrdryIERD Certificate of Authorization 49503 Preparedby: Robert Nieminen,PE-59166 Evaluation Report 01506. 09.05-RI9 for FL5293-Rig Revision 19: 08/ 25/2015 Appendix 1, Page 76 of 83 TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer MDP No. Substrate (See Note 12) RoofCover /XdhAdhesive Type Attach Type Attach Psf) Min. 0.54nch ErvergyGuard RH H0 R-82. Existing smooth- or granule -surfaced BUR or smooth- or Optional) Min. 1.5-inch ErvergyGuard RH LRF-M Polyiso Insulation, EnergyGuard HD LRF-M EverGuardTPO FB Ultra 75,0granule -surfaced modified bitumen over struct cone, deck Polyiso Insulation, EnergyGuard HD fW8181 Plus Polylso Insulation Existing smooth- or granule -surfaced BUR or smooth- or Optional when using coverboard) Min. 0.5-inch Optional when using base insulation} Min. 0-25-4nch Dens EverGuard TPO FB UltraR-83. granule -surfaced SBSor granule -surfaced APP modified EnergyGuard Polyiso Insulation, EnergyGuard LRF-M LRF-M 225.0 bitumen over struct conc. deck Ultra or min, 1.5-inch EnergyGuard RH Deck Prime or SECUROCK Gypsum- W51811 1FiberRoofBoard R-84 Existing smooth- or granule -surfaced BUR or smooth- or Min. 1-inch EnergyGuard Polyiso Insulation, GAF 2-Part, GAF 2-Part, EverGuard TPO FB Ultra granule -surfaced modifiedbitumen EnergyGuard Ultra CR-20 None CR-20 WB181 45Z Existing smooth- or granule -surfaced BUR; smooth- or Min. 0.5-Inch EnergyGuard Polylso insulation, GAF 2-Part, Optional) Additional layers base GAF 2-Part, EverGuard TPO FB UltraR-85, ipanule surfaced SOSor APP modified bitumen over struct EnergyGuard Ultra, EnergyGuard RH, Imo conc,deck EnergyGuard RN CR-20 insulation CR-20 fWB181 Existing smooth- or granule -surfaced BUR; smooth- or EverGuard TPO FB Ultra R-S& grartule-surfaced SaS modified bitumen or granule- Min. 1-inch EnergyGuard Polyiso Insulation, OBS00 None N/A LRF_M or LPF10, 12- 45.0 surfaced APP modified bitumen EnergyGuard Ultra inch o.c. Existing smooth- or granule -surfaced BUR; smooth- or Optional) Min. 1-inch Energy RA, Min. 4nch EnergyGuard RA, EverGuard TPO FB Ultra R-87, granule -surfaced SBS modified bitumen or granule- RN 08500 08500 LRF-M or LRF-O, 12- 45.0 surfaced APP modified bitumen EnergyGuard RH, EnergyGuard RN or ACFoam, IV ErtergyGuard RN inch o.c. Existing smooth- orgranule-surfaced BUR; smooth- or R- 88. granutesurfaced SBS modified bitumen or granule- Optional) Min. 1 -inch EnergyGuard RA, 085M Mim 1.54rich ErvergyGuard RH 08500 EverGuard TPOF8 Ultra 45.0 surfaced APP modified bitumen EnergyGuard RK EnergyGuard FIN or ACFoarn IV LAF-O, 12 inch o.c. Existing smooth- or granule -surfaced BUR; smooth- or Min. 0.5-inch EnergyGuard Polyiso Insulation, EverGuard TPO FB Ultra R- 89. granule -surfaced S8S modified bitumen or granule- None N/A LRF-M or LRF-0, 12- Wo surfaced APP modified bitumen over struct cone. deck EnergyGuard Ultra inch incho.c. Existing smooth- or granule -surfaced BUR; smooth- or Optional) Min. 1-inch. EnergyGuard RA, EverGuard TPO F8 Ultra R- 90, granule -surfaced SBS modified bitumen or granule- 08500 Min. 1.54nch ACFoam IV 08500 LRF-M or LRF-0, 12- 60.0 surfaced APP modified bitumen over struct conc. deck EnergyGuard RH, EnergyGuard RN or ACFoarn IV inch o.c. Existing smooth- or granule -surfaced BUR; smooth- or O4 Min. 1-inch EnergyGuard RA or Min. 1.75-inch ACFoam EverGuard TPO FB Ultra R-91. granule -surfaced SBS modified bitumen or granule 085W 08S00 F 37.5 surfaced APP modifiedbitumen ACFoam It composite/Gs LRF-M, 12-inch o.c. Existing smooth- or granule -surfaced BUR; smooth- or Optional) Min. 0.5-inch EnergyGuard Polylso R-92. granule -surfaced SBS modified bitumen or granule- Insulation, EnergyGuard Ultra or min, 1-inch O&W Min. 0.25-mch Dens Deck Prime 09500 EverGuard TPO FB Ultra surfaced APP modified bitumen EnergyGuard RA, EnergyGuard RH, EnergyGuard LRF-M, 12 inch o.c RN or ACroarn IV Existing smooth- or granule surfaced BUR; smooth or Optional)mi . 0.54nichEriergVGuardpolvisci insulation, ErvergyGuard R-93. granule -surfaced S8S modified bitumen or granule- Ultra or min. 14rchOBSW Min. 0.25-Inch Dens Deck Prime 08500 EverGuard TPO F8 Ultra 45.0 surfaced APP modified bitumen RA, FnergyGuard RH, EnergyGuard LRF-0, 12-inch o.c. or RN orACFoamIV Exterior Research and Design, I.I.C. d/b/a Trinity( ERD Certificate of Authorization #9503 Prepared by., Robert Nieminen,PE-59166 Evaluation Report 01506.09.05-RI9 for FL5293-RIS Revision 19: 08/25/2015 Appendix 1, Page 77 of 83 j TRINITY ERD TABLE7A. RECOVER APPIUCATIONS SYSTEM TYPE A-k BONDED INSULATION, BONDED ROOF COVER System Substrate (See Note 12) Base Insulation Layer Top Insulation Layer Roof MDP Type AttackNo. Type Attach 050 Existing smooth- or granuie-surfaced SUR; smooth- or Optional) Min, O.S-inch FnergyGuard Polyiso EverGuard TPO FB Ultra R-94. granule -surfaced SOS modified bitumen or granule- Insulation, EnergyGuard Ultra or min. 14nch Min. 0.25-Inch SECUROCK Gypsum- LRF-M or LRF 0, 12- 45.0 surfaced APP modified bitumen ErvergyGuard PA EnergyGuard RRini3OggOB500EnergyGuardFiberRoofBoard inch o.c. RN or ACFoam IV Existing smooth- or granule -surfaced BUR; smooth- or Optional) Min. 1-inch EnergyGuard PA Min. 0.25-ioch Temple Green Glass EverGuard TPO FB Ultra R-95. granule -surfaced SOS modified bitumen or granule- EnergyGuard RH, EnergyGuard RN or ACFoam IV 085W Primed Roof Board OB500 LRF-M or LPF-0, 12- 37.5 surfaced APP modified bitumen I inch o.c. Existing smooth- or granule -surfaced BUR; smooth- or Optional) Min. 0.5-inch EnergvGuard Polyiso Optional additional layers base EverGuard TPO FB Ultra R-96. granule -surfaced SBS modified bitumen or granule- Insulation, EneWGuard Ultra, ErvergyGuard RH, 0850C Insulation followed by min. 0,25- OB500 LRF-M or LRF-0, 4-inch 190,0 surfaced APP modified bitumen over struct conc. deck EnergyGuard RN inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board R-97. Existing smooth- or granule -surfaced BUR or smooth- or Min. 1-inch EnergyGuard Po(Viso Insulation, EverGuardTPO F8 Ultra granule surfaced modified bitumen EnergyGuard Ultra LRF-M None N/A LRF-M or LRF-0, 12- 45.0 inch o.c. R-98. Existing smooth- or granule surfaced BUR or smooth- or Optional) Min. 1-inch EnergyGuard FA Min. 1.5-inch EnergyGuatd RA, EverGuard TPO FB Ultra granule -surfaced modified bitumen EnergyGuard RH, EnergyGuard RN or ACFoam IV LRF-M EnergyGuard RN LRF-M J LRF-M or LRF-0, 12- 45.0 I inch o.c. R-99' Existing smooth- or granule -surfaced BUR or smooth- or Optional) Min. 1-inch EnergyGuard RA, EverGuard TPO F8 Ultra granule -surfaced modified bitumen EnergyGuard RH, EnergyGuard RN or ACFoam IV Min. 1.54nch EnergyGuard RH LRF-M LRF-O, 12-inch o.c. 45.0 Existing smooth- or granule -surfaced BUR or smooth- or Min. 0.5-inch EnergyGuard Polyiso insulation, EverGuard TPO FB Ultra R-100. granule -surfaced modified bitumen over struct, concrete LRF-M None N/A LRF-M or LRF-0, 12- 600 deck EnergyGuard Ultra inch o.c. Existing smooth- or granule -surfaced BUR or smooth- or Optional) Min. 1-inch EnergyGuard RA EverGuard TPO F8 Ultra R-101. grartule-surfaced modified bitumen over struct, concrete LRF-M Min, 1,54rich ACFoam IV LRF-M LRF-M or LRF-0, 12- wc deck EnergyGuard RH, EriergyGuard RN or ACFoam IV inch o.c. R-102. Existing smooth- or granule --surfaced BUR or smooth- or Optional} Min. 1-inch EnergyGuard RA or LAF-M Min, 1,75-inch ACFoam LRF-M EverGuard TPO FB Ultra 37,5granule -surfaced modified bitumen ACFoam 11 Composite/GB J LRF- M, 12-inch o.c. Optional) Min. 0.54nch EnergyGuard Polyiso A-103. Existing smooth- or granule -surfaced BUR or smooth- or Insulation, EnergyGuard Ultra or min, 1-incb LRF-M Min. 0.25-irch Dens Deck Pime LRF-M EverGuardTPO FS Ultra 37.5granule -surfaced modified bitumen EnergyGuard RA, FnergyGuard RH, EnergyGuard LRFM, 12-inch o,c. RN or ACFoam IV Optional) Min. 0.54nch EnergvGuard Polyiso R-104. Existing smooth- or granule -surfaced BUR or smooth- or Insulation, EnergyGuard Utt ra or min, I -inch LRF-M Min. 0,25-loch Dens Deck Prime LRF-M EverGuard TPO FB Ultra 45.0grartute-surfaced modified bitumen EnergyGuard RA, EnergyGuard RH, EnergyGuard LRF-0, 12-inch RN or ACFoam IV Optional) Min. O.S-inch EnergyGuard Polyiso Existing smooth- or granule -surfaced BUR or smooth- or Insulation, EnergyGuard Ultra or min. 14nch Min- 0.25-inch SECUROCK Gypsum- EverGuard TPO FB Ultra granule -surfaced modified bitumen EnergyGuard RA, EnergyGuard RH, EnergyGuard LRF-M Fiber Roof Board LRF-M LRF-M or LRF-0, 12- 45.0 RN or ACFoam IV inch o.c. ExteriorResearch and Design, LLC. d/b/a Trinity[ERD Certificate ofAuthorization #9503 Prepared by-, Robert Nierninen, PE-59166 Evaluation Report 01506,09.05-R19 for FL5293-RlB Revision 19:09/25/20I5 Appendix 1, Page 78 of 83 TRINITY ERD TABLE7A: RECOVERAPPUCATIONS SYSTEM TYPE A-1: BONDED INSULATM, StWOED ROOF COVER System Base Insulation Layer Top Insulation Layer MDPSubstrate (S" Note 12) Roof Cover/ Adhesive Type Attachhlm Type Attach PSO Existing smooth- or granule -surfaced BUR or smooth- or Optional) Min. 1-inch EnergyGuard RA, Min. 0.25-mch Temple Green Glass EverGuard TPO F6 Ultra R-106- granule -surfaced modified bitumen EnergyGuard RK EnergyCoard PIN or ACFoarn IV LRF-M Primed Roof Board LRF-M LRF-M or LRF-O, 12- 37,5 inch o.c' Optional} Min. 0.54nch EnergyGuard Pofyiso Optional additional layers base EverGuard TPO FB Ultra R-107. Existing smooth- or granule -surfaced BUR or smooth- or Insulation, , EnergyGuard RH, EnergyGuard Ultra- LRFM insulation followed by min. 0,2-5 - LRF-M LRF- M or LRF-0, 4-inch 180.0 granule -surfaced modified bitumen over struct conc. deck EnergyGuard RN inch Dens Deck Prime or SECUROCK O. C. Gypsum -Fiber RoofBoard I I Existing smooth- or granuile-surfaced BUR or smooth- or Min. 1-inch EnergyGuard Pofyisc, Insulation, GAF2-Part GAP 2-Part, EverGuard TPO FB Ultra R- 10& granule -surfaced modified bitumen EnergyGuard Ultra CR-20 None CR-20 LRF-M or LRF-O, 12- 45.0 inch o.c. Existing smooth- or anodesurfacedBUR; smooth- or Optional) Min. 0.5-inch EnergyGuard Polyrso Optional additional layers base EverGuard TPO FB U R-109. granule -surfaced SBS modified bitumen or granule- Insulation, EnergyGuard Ultra, EnergyGuard RH, GAF2-Part insulation followed by min . 015- GAP 2-Part, LRF-M or LRF-0, 4-inch 180 0 surfaced APP modified bitumen over struct conk. deck EnergyGuard PIN CR-20 inch Dens Deck Prime or SECUROCK CR-20 o- Gypsum -Fiber RoofBoardExistingsmooth- or granule -surfaced BUR; smooth- or Min. 1-inch EnergyGuard Polyiso Insulation, uar EverG d TPOFB Ultra R-110. granule -surfaced SBS modified bitumen or granule- OB5011 None N/A 45.0 surfaced APP modified bitumen EnergyGuard Ultra GAP 2-Part, spatter Existing smooth- or granule -surfaced BUR; smooth- or Optional) Min. 0,5-inch EnergyGuard Polyiso Optional additional layers base insulation followed by min. 0.25- EverGuard TPO FB Ultra R-11L granule -surfaced S8S modified bitumen or granule- Insulation, EnergyGuard Ultra, EnergyGuard RH, 08500 OB500 190.0 surfaced APP modified bitumen over struct conc. deck EnergyGuard RN inch i Dens DeckPrime or SECUROCY GAP 2-Part, spatter Gypsum -Fiber Roof Board R-112. Existing smooth- or granule -surfaced BUR or smooth- or Min. 1-inch EnergyGuard Polyiso Insulation, LRF-M None N/A EverGuard TPO FB Ultra 45.0 granule -surfaced modifiedbitumenEnergyGuardUhraGAP2-Part, spatter Optional) Min. 0. 5-inch EnergyGuard Polyiso Optional additional layers base 1 11 R-113. Existing smooth- or granule -surfaced BUR or smooth- or Insulation, EnergyGuard Ultra, EnergyGuard RH, LRP-M insulation followed by min, 025- LRF-M E. -3-rd TPO FB Ultra 180,0 granulesurfacedmodified bitumen overstructconc- deck EnergyGuard PIN inch Dens Deck Prime or SECUROCK 2-Pa t, spatter Gypsum -Fiber Roof Board R-114, Existing smooth- or granule -surfaced BUR or smooth- or Min. 1-inch EnergyGuard Polyiso Insulation, GAP 2-Part, 2-Part, EverGuard TPO F8 Ultra granule -surfaced modified bitumen EnergyGuard Ultra CA-20 NoeGAP CR-20 GAP 2-Part, spatter 5'0 Existing smooth- or granule - surfaced BUR; smooth- or Min. 0.5-inch EnergyGuard Polyiso, Insulation, R-115. granule -surfaced SRS or APP modified bitumenover struct EnergyGuard Ultra, EnergyGuard PA GAP 2-Part; Optional) Additional layers base GAP 2-Part, EverGuard TPO FB Ultra 190.0CR-20 cone. deck EnergyGuardRH, EnergyGuard RN insulation CR-20 i GAP 2-Part, spatter Existing smooth- or granule - surfaced BUR; smooth- or Optional) Min. D.5-inch EnergyGuard Polyiso Optional additional layers base granule -surfaced SSS or APP modified bitumen over struct Insulation, EnergyGuard Ultra, EnergyGuard RA, GAP 2-Part, insulation followed by min. 015- GAP 2-Part, EverGuard TPO FB Ultra 180,0 core. deck EnergyGuard RH, EnergyGuard RN M20 inch Dens Deck Prime or SECUROCK CR-20 GAP 2-Part, spatter Gypsum-Flber Roof Board Exterior Research and Desfgrs LLC. d/b/a Trinity[ERD Evaluation Report 01506.09.05-R19 for FL5293-RIS Certificate of Authorization #9503 Revision 19: 09/25/2015 Prepared by Robert Nieminen, PE-59166 Appendix 1, Page 79 of 63 R TY:ERDINI TABLE 79- WOOD OR STEEL - RECOVER SYSTEM TYPE C-2, PLATE -BONDED ROOF COVER AM areas where the existing metal panels do not lay flush on the underlying purlin shag have a 0.254nch diameter pilot note pre -drilled into the panel prior to driving the Purfin Fastener into the purfinj System Substrate Attachment Na- See Note 1) Insulation Layer Roof Cover / Adhesive M DP (psf) Fasteners Spacing Existing standing seam or lap seam metal One or more layers, any Drift-Tec Puffin Fasteners and Drill-Tec EverGuard TPO bonded to Drifl-Tec RhirroBorid TPO XHO R-117. roof covers having min. 16 gauge (0.0598 combination, preliminarily RhinoBond TPO XHO Plates are fastened 18-inch o.c wide RhinoBond Portable Bonding Tool, per 30-0inch), 50 tar or min. 12 gauge {0-105in. 36 fastened through to puffins along puffins manufacturer's published instructions. ksi steel puffins spaced max 60-inch o.c. Existing standing seam or lap seam metal One or more layers, any Drill-Tec Purim Fasteners and Drill-Tec EverGuard TPO bonded to Drill-Tec RhinoBond TPO XHD R-119. roof covers having min, 16 gauge (0.0598 nchcombination, min. 2-inch RhinoBond TPO XHO Tread Safe Plates are oz. Tread Safe Plates with RhinoBond Portable Bonding 30.0Inch), 50 ksi or min, 12 gauge (0.105 in.), 36 total thickness, Preliminarily fastened through to purfins along purfins, Tool, per manufacturer's published instructions. kslsteel puffins spaced max. 60-inch oz. fastened Existing min. 15/32-inch plywood atop min- One or more layers, any Driff-Tec #14 (min, 1-054och embedment) 12-inch o.c. EverGuard TPO bonded to Driff-Tec RhinoBond TPO XHO R-1M Nominal 2 x 9 inch lumber supports spaced combination, loose laid Drill-Tec RhinoBond TPO XHD Plates are along wood Plates with RhinoBond Portable Bonding Tool, per 30.0 max. 96-inch oz. fastened through to wood supports supports manufacturer's published instructions. Existing min. 15/32-inch plywood atop min. One or more layers, any Drill-Tec #14 (min. 1.05-inch embedment) and 12-inch o.c. EverGuard TPO bonded to Drill-Tec RhinoBond TPO XHD R- 120. Nominal 2 x 9 inch lumber supports spaced combination, min. 2-inch Drill-Tec RhinoBond TPO XHD TreadSafe along wood Tread Safe Plates with Rhiriolilond Portable Bonding 30.0 max. 96-inch o.c. total thickness, loose laid Plates are fastenedthrough to wood supports supports Tool, per manufacturer's published instructions. Existing standing seam or lap seam metal One or more layers, any Drill-Tec Purim Fasteners and Drift-Tec EverGuard TPO bonded to Drill-Tec Rhinogond TPO XHO R-121. roof covers having min. gauge (0.0599 combination, preliminarily Rhino8ondTPO XHD Plates are fastened 12-inch oz. Plates with MincrBoad Portable Bonding Toot, per 375inch), 50 ksi or min. 12 gauge (0,105 in.), 36 fastened through to puffins along puffins manufacturer's published Instructions. ksi steel Puffins spaced max 60-inch o.c. Existing standing seam or lap seam metal One or more layers, any roof covers having min, 16 gauge (0.0598 combination, min. 2-inch Drill-Tec Puffin Fasteners and Drill -Ter: 12-inch cr c 12-inch EverGuard TPO bonded to Drill-Tec RhinoBond TPO XHD R- 122 inch), 50 ksi or min. 12 gauge (0- IDS in.), 36 total thickness, preliminarily TPO XHD Tread Safe Plates are along purlins Tread Safe Plates with RhinoBond Portable Bonding 37,5 list steel puffins, spaced max. 604nch oz. fastened fastened through to puffins Toot, per manufacturer's published instructions. Existing standing seam or lap seam metal One or more any Drill-Tec Purim Fasteners and Drill -Tee EverGuard TPO bondedto Drill-Tec RhinogandTPO XHO R- 123. roof covers having m. 14 gauge (G.0747min. combination, preliminarily PhinoBoric!TPO XHD Plates are fastened 184nch ix- Plates with Rhinogond Portable Bonding Tool, per 37,5inch), 50 list or min. 12 gauge (0. 105 in.), 36 fastened through to puffins along puffins manufacturer's published instructions. ksi steel purims spaced max. 604nch oz. I Existing standing seam or tap seam metal one or more layers, any Drill-Tec Puffin Fasteners and Drill-Tec. EverGuard TPO bonded to Drill-Tec RhirroSond TPO XHD R-124. roof covers having min. 14 gauge (0.0747 combination, min. 24nch RhinoBond TPO XHD Tread Safe Plates are 18-inch o.c. Tread Safe Plates with RhinoBond Portable Bonding 37.5 inch), 50 ksi armin. 12 gauge (0. 105 im), 36 total thickness, preliminarily along puffins ksi steel puffins spaced max. 60-inch oz. fastened fastened through to puffins Tool, per manufaLturer's published instructions. Existing min. 15/32-Inch plywood atop min. One or more layers, any Drift -Ter 914 (min. 1.05-inch embedment) and 24-inch o.c. EverGuard TPO bonded to Drill-Tec Rhirroacirld TPO XHD R-125. Nominal 2 x 9 inch lumber supports, spaced commco loose laid Drift -Ter RhmoBond TPO XHD Plates are along wood Plates with Rhirrogond Portable Bonding Tool, per 37,5 max. 48-Inch oz. fastened through to wood supports supports marrifacturer's published Instructions. Existing train. 15/32-inch plywood atop min. One or more layers, any Drig-Tec #14 (min. 1.054rich embedment) and 24-inch ciz. EverGuard TPO bonded to Drill-Tec Rhino Bond TPO XHD R-126. Nominal 2 x 8 inch lumber supports spaced combination, min. 2-inch Drill-Tec RhinoBond TPO XHD Tread Safe along wood Tread Sale Plates with RhinoBond Portable Bonding 37,5 max. 49-inch oz. I total thickness, loose laid Plates are fastened through to wood supports supports Tod, per manufacturer's pubitshed instructions Exterior Research and Design, I.I.C. d/b/a Trinity( ERD Certificate of Authorization #9543 Prepared by. Robert Njeminen, PE-59166 Evatu3tion Report 01506.09.05-R19 for FI.5293-R18 Revision 19:08/25/2015 Appendix 1, Page 80 of 83 1TR1N1TY'ERD TABLE 7B. WOOD OR STEEL - RECOVER SYSTEM TYPE C-2: PtATE-BONDED ROOF COVER All areas where the existing metal panels do not lay flush on the underlying purlio shall have a 0,25-inch diameter pilot We pr"rilted into the panel prior to driving the Purlin Fastener into the purtin.) System Substrate Attachment No. See Note 1) Insulation Layer Roof Cover (Adhesive Mop fib} Fasteners spacing Existing standing seam or lap seam metal roof covers having min. 14 gauge (0.0747 one or more layers, any Drill-Tec Purfin Fasteners and Drill-Tec 12-inch o.c. EverGuard TPO bonded to Drill-Tec Rhino Bond TPO XHD R-127. inch), 50 ksi or min12 gauge (0.105 in,), 36 combination, preliminarily RhincSond TPO XHD Plates are fastened alongpuffins Plates vAth RhinoBond Portable Bonding Tool, per 45.0 ksi steel purlins spaced max. 60-inch o.c. fastened through to purfins manufacturer's published instructions, I Existing standing seam or lap seam metal one or more layers, arty roof covers having mirL 14 gauge (0.0747 combination, min. 24nch Drill-Tec Purlin Fasteners and Drill-Tec 12-inch mc EverGuard TPO banded to Drill-Tec Rhino8ond TPO XHD R-12& inch), 50 ksi or mine gauge (0. 105 in.}, 36 total thickness preliminarily RhinoBond TPO XHD Tread Safe Plates are along puffins Tread Safe Plates with Rhimoaond Portable Bonding 45,0 ksi steel purlins spaced max. 604nch o.c. fastened fastened through to purfins Tool, per manufacturer's published instructions. Existing standing seam or lap seam metal roof covers having min. 16 gauge (0.0598 One or more layers, any Drilf-Tec Purfin Fasteners and Drill-Tec 6-irich o.c. EverGuard TPO bonded to Drill-Tec RhinoBond TPO XHO R- 129. inch), 50 ksi or min 12 gauge (DADS im), 36 combination, preliminarily Rhino8cmd TPO XHO Plates are fastened alongpuffins Plates with RhinoBond Portable Bonding Tool, per 67.5 ksi steel purlins spaced max. 72-inch o.c. fastened through to purfins manufacturer's published Instructions. Existing standing seam or lap seam metal roof covers having min. 16 gauge (0.0598 One or more layers, any Driti-Tec Purlin Fasteners and DrflI--Tec mch OX EverGuard TPO borlded to Drill-Tec Rhino8ond TPO XHD I I R-130. Inch), 50 ksi or min. 12gauge (0.105 im), 36 combination, min. 24rich RhinoBondTO XHO Tread Safe Plates are along purlins Tread Safe Plates with RhinoBond Portable Bonding 1 67,5 ksi steel purfins spaced max. 72-inch o.c. total thickness, fastened through to purfins Tool, per manufacturer's published instructions, Existing standing seam or lap seam metal roof covers having min. 14 gauge (0.0747 One or more layers, arty Drill-Tec Purlin Fasteners and Drill-Tec 6-mch OX Ever -Guard TPO banded to Drill-Te- Phinogond TPO XHD R- 13L inch), 50 ksi or min. 12 gauge (0.105 in.), 36 combination, preliminarily Rhirvogond TPO XHD Plates are fastenedalong purfins Plates with Rhino Bond Portable Bonding Tool, per 97.5 ksi steel purfins spaced max, 72-inch o.c. fastened through to purims manufacturer's published instructions. Existing standing seam or lap seam metal One or more layers, any Drill-Tec Purlin Fasteners and Drill-Tec EverGuard TP 0bonded to Or ill-Tec Rhino Bond TPO XHD R- 132. roof covers having min. 14 gauge (0.0747 inch), 50 ksl or min. 12 gauge (0. 105 In.), 36 combination, min. 24nch total thickness, preliminarily Ico RhinoBond TPOXHD Tread Safe Plates are 6-inch "c purfins Tread Safe Plates with RhinoBond Portable Bonding 97.5 ksi steel purfins spaced max, 72-inch o.c. fastened fastened through to puffins Tool, per manufacturer's published;nstructions. Tool, Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report 01506.09.05-R19 for FL5293-RIB Certificate ofAuthorization495MRevision 19: 09/25/2015 Prepared* Robert Nieminen,PE-59166 Appendix 1, Page 81 of 83 INITY ERD TABLE 7C: STEEL- RECOVER SYSTEM TYPE 0-1: INSULATED, MECHANICALLY ATTACHED ROOF COVER Ali areas where the existing metal panels & not lay flush on the underlying purtin shall have a 0,2S4nch diameter pilot hole pre -drilled into the panel prior to driving the Purtin Fastener into the purfin.) System Insulation Roof Cover No. Deck Type Attach Membrane Fasteners Attachment MOP (Psf) Existing standing seam or lap seam metal roof covers having One or more Drill-Tec Purlin Fasteners and Drill- 124nch oe, within min, 6-inch wide laps R- 133, min. 16 ga uge (0.0598 inch), 50 ksi or min. 12 gauge (0.105 layers, any Prelim. EverGuard TPO, Tec Eyehook AccuSearn Plates or spaced max. 84-inch o.c. to engage steel 30,0 in.), 36 ksi steel purtins spaced max. 844nch o.c- combination attached Eyehook Reel Fast Plates purlin. taps sealed with 1.54nch heat weld. Existing standing seam or lap seam metal roof covers having Oneor more I Prelim. Drill-Tec Purfin Fasteners and Drill- 12-inch o.c within min. 64nch wide laps Ft-134. min, 14 gauge (0.0747 inch), 50 ksi or min. 12 gauge (0,105 layers, any EverGuard TPOattached Tec 2 in. Double Barbed XHD Plates spaced max. 84-inch o.c. to engage steel I 30.0 in.), 36 ksi steel pudins. spaced max. 84-inch o.c- combination purfin. Laps sealed with 1.5-inch heat weld. Existing standing seam or lap seam metal roof covers having One or more Prelim. Drill-Tec Purlin Fasteners and Drill- 12-inch o.c. within min. 64nch wide laps R- 135. min. 14 gauge (0.0747 inch), SO ksi or rrdn. 12 gauge (0.10S layers, any EverGuard TPO spaced max. 84-inch o.c. to engage steel 37.5 in.), 36 ksi steel purlins spaced max. 84-inch o.r- combination attached Tec 2-3A in. Barbed XHD Plates purfin. Laps sealed with 1,54rch heat weld. Drill-Tec Purfirl Fasteners and Drill - Existing standing seam or lap seam meta I roof covers having One or morePrelim. Tec, 2 in, Double Barbed XHD Plates, 6-inch o.c. within min. 64nch wide laps R-136. min, 16 gauge (0,0598 inch), 50 ksi or min, 12 gauge (0.105 layers, any EverGuard TPO Drill-Tec 2-3/8 in. Barbed XHD Plates, spaced max, 84-inch o.c. to engage steel. in.), 36 ksi steel purlins spaced max. 84-inch o.c combination attached Drill-Tec Eyehook AccuSeam Plates or purlin. Laps sealed with 1.5- rch heat weld. Eyehook Reel -Fast Plates Existing standing seam or lap seam metal roof covers having Oneor more I Prelim. Drill-Tec Pudin Fasteners and Drill- 6-inch o,c, within min. 6-inch wide laps R- 137. min. 14 gauge (0.0747 inch), 50 ks! or min. 12 gauge (0.105 layers, any EverGuard TPOattached Tec 2-3/4 in. Barbed SXHD Plates spaced max. 84-inch o.c. to engage steel i -600 in. 36 ksi steel purfins spaced max. 84-inch o.c con, combination purlin. Laps sealed with 1.5-irch heat weld. Exterior Research and Design, LLC, d/bla Trinity} ERD Evaluation Report 01506.09.05-RI9 for FL5293-R18 Certificate of Authorization #9503 Revision 19:09/25/2015 Prepared by., Robert Nieminen,PE-59166 Appendix 1, Page 82 of 83 TRINITY ERD TABLE 7D: RECOVER APPLICATIONS SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System No. Substrate (See Note 12) Roof Cover / Adhesive f M DP (Psf) R-138. Existing asphaltic granule surfaced roof cover over wood, CWf or gypsum deck EverGuard TPO FaUltra / LRF-M or LRF-0, 12-inch o.c. 45.0 R-139. Existing asphaltic granule surfaced roof cover over steel deck EverGuard TPO FB Ultra / LRF-M or LRF-0, 12-inch o.r- wo R-140. Existing smooth or granule surfaced SBS modified bitumen or existing smooth or granule surfaced APP modified bitumen over steel deck EverGuard TPO FS Ultra j LRF-M or LRF-0, 4-inch o.c. 60.0 R-141. Existing asphaltic granule surfaced cap sheet EverGuard TPO FS Ultra LRF-M, 64rch o.c. 57,5 R-142, Existing granule surfaced BUR or granule surfaced SBS or APP modified bitumen over steel deck EverGuard TPO F9 Ultra LRF-M, 4-inch o.c. 105.0 R-143. Existing granule surfaced BUR or granule surfaced SRS or APP modified bitumen over steel deck Ev"uard TPO FB Ultra LRF-0, 44nch o.c 120.0 R-144. Existing smooth or granule surfaced SBS modified bitumen or existing smooth or granule surfaced APP modified bitumen over structural concrete deck EverGuard TPO FB Ultra J LRF-M or LRF-0, 4-inch o-c, 337.5 R-145. Existing asphaltic granule surfaced roof cover over structural concrete deck EverGuard TPO F9 Ultra LRf-0, 44rch o.c (for full coverage) 415.0 R-146. Existing asphaltic granule surfaced rocifcover over structural concrete deck EverGuard TPO FB Ultra / WWI, 44nch o.c. (for full coverage) 492,5 R-147. Existing asphaltic granule surfaced roof cover over wood, CWF or gypsum deck EverGuard TPO F9 Ultra / GAF 2-Part, spatter 45,() J 1 R-149. Existing smooth surfaced SBS modified bitumen over steel deck EverGuard TPO FS Ultra / GAF 2-Part, spatter 60.0 R-149. Existing granule surfaced BUR or granule surfaced SBS or APP modified bitumen over steel deck EverGuard TPO FB Ultra / GAF 2-Part, spatter IMO R-150. Existing smooth or granule surfaced SSS modified bitumen or existing granule surfaced APP modified bitumen over structural concrete deck EverGuard TPO Fa Ultra / GAF 2-Part spatter 3375 R-151. Existing asphaltic granule surfaced roof cover over structural concrete deck EverGuard TPO FS Ultra / GAF 2-Part, spatter 497.5 R-152. Existing asphaltic granule surfaced roof cover over structural concrete deck EverGuard TPO FB Ultra / hot Asphalt 405.0 Exterior Research and Design, I.I.C. d/b/a TrinitylERD Certificate of Authorization 995W Prepared by: Robert Nieminen,PE-59166 Evaluation Report 01506,09,05-RI9 for FL5293- R18 Revision 19:09/25/2015 Appendix 1, Page 83 of 83 Product Approval Specification Form Permit # OFFICE Project Location Address 336 W. Lake Ma [y Blvd. As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory --- Manufacturer---------- Product--- Florida Approval—# Description I (include decimal) 1. Exterior Doors Swinging _01dcastle Building Envelope Medium Stile Door, Front Door 17692.1 Sliding Sectional Roll Up Automatic Other Exterior Door (rear Ceco Door Products Hollow Metal Door & Frame 10723-R5 2. Windows Single Hung Horizontal Slider Casement Double Hung Fixed Awning Pass Through Projected Mullions Oldcastle Building Envelope FG-2000 Store Front 17688.1 Wind Breaker Dual Action Other June 2014 Category / Subcategory 3. Panel Walls Siding Soffits Storefronts — ------- Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underlayments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing_ E.P.S. Roof Panels Roof Vents Other Manufacturer Product Florida Approval # DescrOtion (includina decimal) ngle Ply TPO Roof 15293-1118 June 2014 2 Category / Subcategory 5. Shutters Accordion Bahama Colonial Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) Manufacturer Product Florida Approval # Description (include decimal) June 2014 3 OFFICE PERMIT # - 7 Windstorm Door Installation Instructions For Use With F1,10723 Stiffness Class I Impact 3SO ft-lbs Max. Min. Max. Lock Side - Min. Door Type Configuration Size Gauge Design Min. Latch Throw (in) Latch Strength Hardware Type Load (psf) lbf) Medallion Legion Ultra Inswing/ 30 x 70 18 60 Cylindrical = 1/2." 630 Cylindrical Lock, Mortise Regent Outswing Single Mortise = 1/4" Latchbolt Lock (Latchbolt) Omega Fuego Medallion Legion Cylindrical = 112" + Deadbolt = I" Cylindrical Lock + Deadbolt, Ultra Inswing/ 30 x 70 Mortise 3/4" Latchbolt + I" Mortise Lock (LatchBolt + Regent Outswing Single 18 70 Deadbolt InterConnected Lock = 1/2" 735 DeadBolt), Interconnected Omega Latchbolt + I" Deadbolt Lock Fuego Medallion Legion Mortise = 3/a" Latchbolt + I" Mortise Lock (Latchbolt + Ultra Outswing 30 x 80 Single 18 60 Deadbolt Rim Exit Device, Vertical Rod Exit 720 Deadbolt), Rim Exit Device, Regent Device= N/A Vertical Rod Exit Device Omega Medallion Legion Cylindrical = 1/2" Cylindrical Lock, Mortise Ultra 30 x 70 Mortise = 3/4" Latchbolt, Lock (Latchbolt), Mortise Regent Outswing Single 18 60 Mortise Exit Device, Rim Exit 630 Exit Device, Rim Exit Device, Vertical Rod Device, Vertical Rod Exit Omega Exit Device = N/A Device Fuego Medallion Legion Mortise = 3/4" Latchbolt + I' Mortise Lock (Latchbolt + Ultra Outswing 40 x 80 16 70 Deadbolt 1120 Deadbolt), Rim Exit Device, Regent Single Rim Exit Device, Vertical Rod Exit vertical Rod Exit Device Omega Device= N/A Fuego Mortise = 3/4" Latchbolt + I" Mortise Lock (Latchbolt + 80 x 80 Deadbolt Deadbolt) - Active Medallion Outswing Pair 16 70I Surface Bolt = 11/4" 1120 Surface Bolts- Inactive Rim Exit Device = N/A Rim Exit Devices + Mullion Legion Ultra 80 x 80 Mortise = 3/4" Latchbolt + I" Deadbolt Mortise Lock (Latchbolt + Regent Outswing Pair 16 70 Surface Bolt = 11/4" 1120 Deadbolt) - Active Omega Surface Bolts- Inactive Fuego Glass lights may limit design loads. See details to follow for additional information. Louvers are excluded from use with Trio and Trio-E Doors. WftecoDoor Page 1 of 16 Windstorm Door Installation Instructions For Use With FL10723 Stiffness Class I Impact 350 ft-lbs Max. Door Configuration Max. Min. Design Load Min. Latch Throw Lock Side - Min. Latch Hardware Type Type Size Gauge in) Strength (lbf) Psfl Cylindrical Lock, Trio Inswing/ 30x70 1/2" cylindrical Mortise Lock w/ 18 100 3/4"mortise lock 1050 Deadbolt function Trio-E Outswing Single TriEo Outswing 30gle 18 100 3/4" rim exit 1050 Rim Exit Trio- S Cylindrical x Deadlock, Mortise Trio Inswing/ 60x7O 1/2" cylindrical Lock wl Trio-E Outswing Pair 18 70 1" deadlock 735 Deadbolt function 3/4"mortise lock active), Flush Bolt or Surface Bolt(In- Active) Trio Inswing/ 40x80 1/2" cylindrical mortise Cylindrical Lock, Trio- Outswing Single 18 70 3/4lock 1120 Mortise Lock w/ Deadbolt function Trio Outswing 40x80 18 70 3/4" rim exit 1120 Rim Exit Trio- E Single Trio 80x8O 3/ 4" rim exit x 3/4" rim exit Rim Exit x Hardware Mullion Trio- E Outswing Pair 18 70 3/4" Vertical Rod Exit x 1120 3/ 4" Vertical Rod Exit Vertical Rod Exit x Vertical Rod Exit Cylindrical Lock x Deadlock, Trio Inswing/ 80X80 1/2" cylindrical Mortise Lock wl Deadbolt function, Trio- E Outswing Pair 18 70 1" deadlock Y4" mortise lock 1120 Active) Flush Bolt or Surface Bolt(In- Active) Glass lights may limit design loads. See details to follow for additional information. Louvers are excluded from use with 'Frio and Trio-F. Doors. 103 Ceco Door Page 2 of 16 ASMABIDY Windstorm Door Installation Instructions For Use With 171,10723 Stiffness Class 11 Impact 350 ft-lbs Max. Min. Max. Lock Side - Min. Door Type Configuration Size Gauge Design Min. Latch Throw (in) Latch Strength Hardware Type Load (psf) lbf) Cylindrical = 1/2" + Deadbolt 1" Cylindrical Lock + Deadbolt, Imperial Inswing/ 30x7O Mortise = -3/4" Latchbolt + I', Mortise Lock (Latchbolt + Versadoor Outswing Single 18 70 Deadbolt 735 Deadbolt), InterconnectedInterConnected = 1/2" Latchbolt + LockI" Deadbolt Cylindrical = I/z" Cylindrical Lock, Mortise Imperial 30x7O Mortise = 3/4" Latchbolt Lock (Latchbolt), Mortise Versadoor Outswing Single 18 60 Mortise Exit Device, Rim Exit 630 Exit Device, Rim Exit Device, Vertical Rod Exit Device Device, Vertical Rod Exit N/A Device Glass lights may limit design loads. See details to follow for additional information. Louvers are excluded from use with Trio and Trio-E Doors. MaCecoDoor Page 3 of 16 Windstorm Door Installation Instructions For Use With FL10723 YAN[VJ 1): AP( 0 Av: FSS DC AVA: t t j J1011M 1,)B V St"J M(CHANICA( Ni` " SLAMLE" Ef,',( IA ARE 0P11)!!A, SMO S C, A14D L V S, S!T!('N'FD 1101 tAOP, 6 1)' rOTI&E, D SHLEIS AT O.C. IMAX Medallion Steel -Stiffened Core Door Details I iG",01 VER i C/\i 1:, F 1, Page 4 of 16 Windstorm Door Installation Instructions For Use With Fl, 10723 At4, Nt M 22 (A(;; IN111 MA, M I) LOCK PREPARATION V P AGI SI, W)" S7!'ZONAL} CONT;?ajOUS HEAD OF S7ROCUiPAL D"USIA 11,11UU) IC F3011, Trio Steel -Stiffened Core Door Details I Ewn, M k -.A A.,* Page 5 of 16 Windstorm Door Installation Instructions For Use With FL10723 TRIO —IF DOOR CONSTRUCTION DETAILS 14 GAGE CLOSER HINGE REINFORCEMENT PREPARATION OPTIONAL) See Section "E" for Hinge Options) A, BOTTOM FACE SHEET LOCK PREPARATION h, GAGE A ', A N Z'_ A (IG; C, P: I OCK EDGE JI! AD, 1 10 10f, &- B",70Y, K!N VA llw,; 1 0170AA, 0- `1 011 Trio-E Steel -Stiffened Core Door Details Wec0000r Page 6 of 16 AMA AB" Windstorm Door Installation Instructions For Use With FL10723 HINGE PRE PAPA , ION See Section "E" or Hinge options) BOTTOM FACE SHEET Glazed Tno/'Trio—E CONSTRUCTION DETAILS 4 GAGE CLOSER 2LI NIORCLYLN1 REQUIRED WITH RIM EXITS M I S, NKA ,,N'Kt,:,XisEDGE STIFFENER22 6A A- LOCK EDGE See Section for Lock Options) v101' r B' APAP, ANNEL,-,— 22 GE 14[p, %tx 22 .. 4- S11, 22 1If M i IGIE THRU q6o At 01 - U' 0 6c'! SC!7oll SIN Ps, Pll- 111 Ic• IN: X JAn en..,., ssssa. 22 Nk k 5, 0U h<,Q;,'CN'A, S C j I— V[ RTICAL ST4 i NVVR:L1,', (!B CAUMN , 14 GA, MAX.) W',—OV ANNCI, S'01 R PROJ~CINW4 WCMA) tO 101 & b0TTorA SKIN 22 GA SEC ' V Ooi Glazed Trio/ Trio- E Core Door Details MuCecoDoor Page 7 of 16 A%AABWY Windstorm Door Installation Instructions For Use With FL10723 POLYSTYRENE DOOR CONSTRUCTION DETAILS 14 GAGE CLOSER REINFORCEMENT OPTIONAL) POLYSTYRENE CORE: 1 lb/ft' UL LISTED BOTTOM ( ASSEMBLE WITH ADHESIVE APPLIED TO BOTH SIDES). FACE SHIA, I LOCKEDGE TOP FACE SHEET HINGE — EDGE LOCK PREPARATION Polystyrene Core Door Details Meco Door Page 8 of 16 ASM AMM Windstorm Door Installation Instructions For Use With FL10723 Honeycomb Core Door CONSTRUCTION DETAILS Honeycomb Core Door Details Mecowor Page 9 of 16 Windstorm Door Installation Instructions For Use With FL10723 Polyurethane Foam Core Door CONSTRUCTION DETAILS 1 L E Ci6 (,%Ij ri K C: MN I I< vF;Ai 10111 1 D(JS ARI 'U's S!41'AllFlk'D i TAB S'[ j! i !'HANICA! ilil--i 11i"K SS; P, SIC W[ R SLAM i8(3A MINIMUM HACKOP Ai i {OGH DC, wR AN 1) DK 1) "JA TAI 1\1S' I I NO A S. IV; A m iAP T "AI 7, Polyurethane Core Door Details Ceco Door Page 10 of 16 ASM ABLOY US GYPSUM FIREDOOR COREBOARD Assemble With Adhesive Applied To Both Surfaces) RECESSED 16 GAGE BOTTOM CHANNEL IS SPOT WELDED TO BOTH FACE SHEETS 3/16" A VERTICAL SECTION THRU BOTTOM OF DOOR Mineral Core Door Details WecoDoor Page 11 of 16 A%A ABLOY Windstorm Door Installation Instructions For Use With FL10723 tj ii 1 T j 0430 1, 6, 625" 1 "4" 1. 500 II-ICC-1 BY SI4I TYPE I VISIONLIGHT KIT OPTIOITAI SEE LIMITATIONS BELOW-- PROFIL'IS 22A- 1.656X 0,/-,0" rnin. G" WIN ------- — ----- 33 1112" NOTE : f X11CF1'F0SURROUNDCHANWASG. FNG11-1 IS EQUAL(,U!-,DILIT N LOOP FOR "ISlOrl UjIPT 1<11 CLASSLAM SATE PLUS LAWNAILD GLASS ?f BE GLAZED WITH DOWOW 995 SUCONL IA, 116111 i CAf) 60 1 IMPACT 3M, FT -(31 VISION LIGHT KIT DETAILS ViS11011 !1(411 C,0PT1F1' IFLD D TAI1 4 SPO-1 WELDS AT LAC,11 (TRNFR 4 Applied Glass Kit Details rn '-IFTY i 1SUS 2 L 4, Y1 [,,A! PI G I ASS TYPE 2 VISION LIGHT KIT SEE LIMITATIONS BELOW, o'o-'.Co MIJ, T-- ---------- MAX SIGN LOA[) 611 FISF WM'," R, A11NI ],'50 FT LBF NQ,ILS 1 ) 1/8 . I ' 12 , PERIMETER 0I VISION MPT KIT C 011U) "T i, FOAM TAPE PER V15,1011 11011 21 #6 X II 11E11 TEK 1111. MAXIMUMV/S('R"IEW WILE SPACING IS 9 011 CENTER 3) (A-ASSIMA AFFY PLUS 2 LMAICAAI7 GLASS 418 GA, (0i) V111 TYPE 2 VWCil LIGAIT KIT 51 FICUS SWIROANO CHANNEL V SIOI` I GHT 6, 1 1 / W IJAK( OH PqIYCARRCAITf Si IELT MzCecoDoor Page 12of 16 AWA ABWY Windstorm Door Installation Instructions For Use With FL10723 VISION LIGHT KIT DETAILS 7 GI SLMJ SMETY PlIMS, 2 W D ;'v!H C,P 4;! A;T P R v S"IC'N 4 10VA! M A0 lFK SCP1 N W W,: W V N S GSvMO 4) 18 GA 043; U1!'j 1) IT 2 Jt410N 1 GH KIT Applied Glass Kit Details Trio/Trio-E Page 13 of 16 Windstorm Door Installation Instructions For Use With FL10723 Flush Welded Glass Kit Details Page 14 of 16 Windstorm Door Installation Instructions For Use With FL10723 Alternate Flush Welded Glass Kit Details Page 15 of 16 Windstorm Door Installation Instructions For Use With FL10723 Oft i PK,( SSUP[ = A PSF :NC'W'A 4 M, AX I M, M I i,i(i'vf R X W I JOHN I, N 3 CHN,;rjFj F"'W pp I. Louver Details 093—CecoDoor Page 16 of 16 AMAABWY 1',Ige 1 01 2 010' hIorida Building Code Online OQIS Fbrne Log 1" Use, Registration Product Approvaldb'pr 4 LISM P.W., User P[RQV44J1=QVAU1W1W , IYA,i.At l , 6994"U0UWUI APPIliCAU01) DetAll FL # FI-10723-R5 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals, by DBPR Shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Ceco Door Products Add ress/Phone/Email 9159 Telecom Drive Milan, TN 38358 731) 686-4370 badgetL@cecodo(,i,.com Authorized Signature Leff Badgett ibadgett@cecodoor.com Technical Representative Dwayne Charlton Address/Phone/Email 9519 Telcom Milan, TIN 38358 731) 686-4282 ccharlton@cecocloor.corn Quallty Assurance Representative John Wilkinson Address/Phone/Email 9159 Telcom Dri Milan, TN 38358 731) 686-4385 jwilkinson@cecocloor.com Category Exterior Doors Subcategory Exterior Door Components Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Ted Berman, PE 6 Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM F330/171886/E1996 2002 TAS-201 1994 TAS- 202 1994 TAS-203 1994 Equivalence of Product Standards Certified By Approved Certification Agency https:Hwww.floridabuilding.orglprlpr_app__Otl.aspx?paraiii=wGEVXQwtDqvIdAvIte0YO... 5/16/2017 Or ?ioriaa 13mming (-,00e untine z of /— Product Approval Method Method i Option A Date Submitted 07/15/2015 Date Validated 01/15/2015 Date Fending FBC Approval Date Approved 07/27/2015 Surnmary of Products FL # Model, Number or Name Description 10723,1 Swinging Hollow Metal Doors and Doc)--S: Trio, Trio-E, Regent (Omega), Medallion, Legion Frame Products Jitra), :nmenai (Versadoor) & Fuego. Frame Products: KD or Welded Three Piece Frames, Sidelight Frames, Transom Frames & Window Frames. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ- Yes Impact Resistant: Yes Design Pressure: +I00(Max)/-100(Max) Other: Design pressure varies by size and application. Quality Assurance Contract Expiration Date Inswing and Outswincl, singles and pairs of hollow metal 04/30/2019 doors and frames as listed with Intertek-ETIL/Warnock Installation Instructions Hersey. See WI -I Frame Installation Instructions for water ELM23-115-11 infiltration requirements, Verified By: Intertek Testing Services NA, Inc, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Kd Eifl The, State of I'l-ccl-S an AA/EEO employer Under Florida law, email addresses are public recopd$. If you 0 not want your email address released In response to a publicrecordsrequest, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional matt. it you have any questions, please contact 650,467.1395. "Pursuant to Section455.275(1), Florida Statutes, Cfli October 1, 2012, licensees licensed Under Chapter 455, F.S. must provide the Department with an email adl(ASS If they have one. The emalls provided may be used for official communication with the licensee. However email addroSSOG are Public record. If YOUdo 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 order Chapter 455, F.5,. please click tilICg_ Product Approval Accepts: ou wo Ril E Credit Card Safe https:// www.floridabuilding.org/pr/pr__app_._dtl.aspx?param=wGEVXQwtDqvIdAvlteOYO... 5/16/2017 P E RM IT #_ Frame Installation InstructionsOFFICEyWindstormForUseWithFL10723 A iL AD YIN 4 Ili A 6 141 N K- -Di [D 12 A Nf AhIIG YP Y 070 MAX,` 00D BUCK 0 d 4 SJR* cJ V, x o'f 0 '2"Ajx pis ,'TE f -Y j;' 1 ,c, m;,x VAS';'NPy Fl, c j t. C `4 ("out PiE NAA j (,,j1 0 j I F EfzVio, S J4 0CAD z io, I,1tJA( o R oop V x Io o O- .G16- D, 01jNJ_ SUNG Nil" 4 fnCE 11RAYi HEADS, 2) FC1 AN',)R'SR! D, Nt ?; S7A,N:P, iN MA,.CNIY NA,i OR "2 0 D ANCHOR,., t Out""! D ffi,Y", si WA, OCA TKON ',! M C'1,011S OD 6 "CY v iNt ;1 11! , AF CAN 0E 10-, iU!, W.I H P"i t;, hCPf T- 6'; THREE - SIDED FRAMES L WecoDoor Page1 of 12 L ASMABWY Windstorm Frame Installation Instructions For Use With FL 10723 i y 7 TWO-PIECE THREE -SIDED FRAME Lww-" Ceco Door Page 2 of 12 ASMABLOY Windstorm Frame Installation Instructions For Use With FL 10723 G. '4 THREE SIDED FRAMES Ceco Door Page 3 of 12 A &SA ABLOY Windstorm Frame Installation Instructions For Use With FL 10723 V A,, y 1 t"I"CM "'C'tI ;i PT CA', tk dui- Y„PAt% JAVE MA' I'- —At Y I AD 1 0V i A(% 11 VFP(11 41 1,1 (I vi3 ,I,, mp,, N. i Cr 1, - 0 SIM Hck FR, M,[A 0Lit-) J itA: L i f I Y AtA - 2 v, LrN Silj lii(t,() —2" PhA Y; A1H G. 'A, I - IiAl mL"vi"" tI, t s 6 IIJJ; t1` MOE '1A itt li IE Ct, M,U t, t PAW S Ail- kM F1 Itf D i (XA-. il," V111IR & J" YtN z", 5 "'4 V L LIlili 'A', 3 ' 11; 1 c)146 MIM P t11; 1, 1 j E SIDE LITE AND TRANSOM FRAMES P,, i ! 4 Page 4 of 12 Windstorm Frame Installation Instructions For Use With FL 10723 AIK!")iI Y(l W, V, ii A! Mt MOLP 1 1 c Mi6 P V CNP Y 111H 0 4 SPN4 A', POIJ & 2 VAX E1C. V MIAH MAIX ),v ,j,i MAX. OX W A, OR 6, & .I F', i;,()m tAo, 1.-cV"I'As .1 1( "UP V z lOG11 o f 110" ACIi APH el tlCll o, BORROWED LITE FRAMES Page 5 of 12 Windstorm Frame Installation Instructions For Use With Fl. 10723 I" BEAM CONSTRUCTION DETAILS F0292 CHANNELS TO FRAME 3LY V CONTINUOUSLY WELDED ON 1I 1 1.1- .1 70" MIN 118" MAX 10,1"C"CHANNEL 0.75" PROFILE WIDTH NOTE: 1. MULLIONS MUST RUN THROUGH HEADS, SILLS, OR JAMBS AND BE REINFORCED WITH 10 GAUGE "C" CHANNELS (ITEM 10) IF EQUAL TO OR GREATER THAN UIN LENGTH. 2. 10 GA. "C" CHANNELS MUST BE INSTALLED BEFORE WELDING TOGETHER, OFFSET 3/41, ON EACH END, 3. EQUALLY SPACED AT EACH END OF MULLION. FRAME CONSTRUCTION AND MULLION DETAIL wCecoDoor Page 6 of 12 AWAABWY Windstorm Frame Installation Instructions For Use With FL 10723 WINDOW FRAME ON FLOOR ALTERNATE FRAME DESIGN Page 7 of 12 Windstorm Frame Installation Instructions For Use With FL 10723 CONVENTIONAL FRAME CORNER ASSEMBLY A FM "13! KD FRAME CORNERS CORNER ASSEMBLY Page 8 of 12 Windstorm Frame Installation Instructions For Use With Fl. 10723 STUD WALL FRAME ANCHORS Weco Door Page 9 of 12 AWA ABOY D1,1H Windstorm Frame Installation Instructions For Use With Fl. 10723 MASONRY WALL FRAME ANCHORS Mfteco Door Page 10 of 12 Windstorm Frame Installation Instructions For Use With FL 10723 3 ,f' WATER INFILTRATION PREPARATIONS SINGLE SWING ME Ceco Door Page 11 of 12 A EA ABLOY Windstorm Frame Installation Instructions For Use With Fl. 10723 LJF)k RAB3 ICJ S L i Y,": :S WATER INFILTRATION PREPARATIONS STANDARD SWING PAIR MecoDoor Page 12 of 12 ASM ABLOY e Florida Building Code Online PERMIT # Page I of 2 KIS Home i Log to , user Registraton Hot Topla i Submit surcharge Stats & Facts Pubhcat,on, F13C Staff : SC15 Site Map . U,*, Search d lk"xi bUlo- "I product Approvaloval rW USER; Puthc Us,, OFFICE I Application 0.talf IL # FL5293-RIB Application Type Revision Code Versior 2014 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email I Campus Drive Parisppany, N.] 07054 800) 766-3411 mstleh@gaf.com Authorized Signature Robert Nieminen lindarelth@trinlLyerd.corn Technical Representative Beth McSorley (current) Address/Phone/Email I Campus Drive Parsippany, N) 07054 973) 872-4421 bm(.,,;orloy@gaf.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Single Ply Root Systems Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer vi'i Evaluation Report. - Handcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity L)L LLC Quality Assurance Contract Expiration Date 01/08/2017 Validated By lohn 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 F 3-KJ.a Q1J'LrWaW Standard ASTM D6878 FM 4470 FM 4474 TAS 114 Year 2008 1992 2004 2011 https://www.floridabuilding.org/pr/pr_app_dtl,aspx?parain=wGEVXQwlDquwVcIJLes7w... 5/16/2017 4`— % Florida Building Code Online Page 2 of'2 Product Approval Method Method I Option D Date Submitted 08/25/2015 Date Vaidated 08/2//2015 Date Pending FBC Approval 091()9(201' Ddte Approved 10/16/2015 Date Revised 10/26/2015 Summary of Products FL # Model, Number or Name Description 5293.1 EverGuard TPO Single-Piy RootIMembraneSystems Limits of Use Approved for use in HVHZi No Approved for use outside HVHZ: Yes Impact Resistant; N/A Design Pressure: i N/A/-502,5 Other: 1.) The design pressure noted in this application relates to one specific assembly in the LR Appendix, Refer to the ER Appendix for all Systems and associated max. design pressures. 2.) Refer to ER Section 5 for Limits of Use Single-piy, tlernioplastic polyole.fin roofing systems Installation Instructions ELVIO-RIB-11-415 -X-E1NALAJ--E8-W--W IRQ-EU2 f Vent ed by: Robert Nierintrien PE-59166 Createc, by independent Third Party: Yes Evaluation Reports rpm Flip fJ,U,9AJU#-AL--AlJ,__W JINA Created by Independent Third Party: Yes Kil Kit The State of Florida is an AA/EEQ eniployer, PjAyacy Under Florida law, q(T1,14 addresses are public records. It VQ' do not grant you, e road address te4eased in response, to a public -records request, do not send electronic Mar! to this enbry. Instead, contact the office by phoneOf by traditional mail. Ir you have any questions, please contact 050.487. 1395, *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees 11,"-,d under Chapter 455, F.S. must provide ine Department with an erniul address it they have one The eiriails provided may he used for official communication with the licensee. However ernal addresses are public record. It you do Not wish to supply a personal address, please provide the Department with an C-1 address which can be made available to the public. To determine if you are a licensee under Chapter 455, (`.S_ please dick tj=_ Product Approval Accepts: Q Wo Xill E Credit Card Sale https://www.floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQ,AlDqLiwVcULes7w... 5/16/2017 Florida Building Code Online PERMIT;ft,Page I of 2 6cls Home Log In Use, Regist"Ithon Hot Topics Subrort Surcharge Stt, K, jijct, Publications FOC, Staff FICIS S bt Mal) JokS Search dProductb ApprovalrUSER: Futilic Use, OFFICERC4dVaAQAWY"WW I I APPHcauOri 0ruralf FL N FL17692-RI Application Type Revision Code Version 20'L4 Application Status Approved Comments Archived Product Manufacturer OLDCAS Fi 1: BUILDING ENVFI OPE Address/Phone/Email 8655 ELM FAIR BLVD TAMPA, FL 33610 972) 55 1-6295 westphal@)obe.com Authorized Signature KATHY BUAYS KBLAYS@O(-OCASTLEBE.COM Technical Representative KATHY M BLAYS Address/Phone/Email 8655 ELM FAIR BLVD TAMPA, FL 33610 813) 663-0949 KBILAYSOOLDCASTLELIL.COM Quality Assurance Representative DONALD HAWK Address/Phone/Email 8655 ELM FAIR BLVD TAMPA, FL 33610 813) 663-0949 DHAWK@O[-DCAST!-EBE.COM Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I j Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed JOSHUA M. ROYCE the Evaluation Report Florida License PE-68180 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Rene J.Quiroga, RE i,4 Validation Checklist - I-lardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Stpridard Year ASTM E 283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_._dtl.aspx?parat,n=wGEVXQwtDqvFGYZsjrZFR... 5/16/2017 4r 'Florida Building (.ode Online rage z of z Product Approval Method Method I Option 0 Date SUbmiLted 09/24/2015 Date Validated 09/24/2015 Date Pending FBC Approval 09/2//2015 Date Approved 12/15/2015 Summary of Products FL # Model, Number or Name Description 17692.1 MS-375 MLDIUM STILE ALUMINUM MS 375 MEDIUM STILE ALUMINUM ENTRANCE DOORS LNIRANCE DOORS Limits of Use Installation Instructions Approved for use in HVHZ; No Approved for use outside HVHZ; No Impact Resistant: No Verified By: JOSHUA M. ROYCE PC, 68180 Design Pressure; +70/-70 Created by Independent Third Party: Yes Other: MAXIMUM OVERALL TESTED SIZE IS 88" WIDE X Evaluation Reports 124" HIGH. MAXIMUM DOOR LEAF SIZE IS 41-1/2" WIDE 13Y P NWORTICiR 96" HIGH Created by Independent Third Party: Yes 17692,2 -212 NARROW STILE ALUMINUM NS 212 NARROW STILE ALUMINUM ENTRANCE DOORS ENTRPENTRANCE DOORS Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: No Qrawa"_wLLp0f Impact Resistant: No Verified By: JOSHUA M. ROYCE PE-68160 Design Pressure: 4 35/-35 Created by Independent Third Party: Yes Other: MAXIMUM OVERALL TESTED SIZE OF 88" WIDE BY Evaluation Reports 124" HIGH, MAXIMUM DOOR LEAF SIZE 41-1/2" WIDE BY 96" HIGH Created by Independent Third Party: Yes 17692.3 WS-500 Wll)_E STILE ALUMINUMWIDE TS500 --:!IFENTRANCFI WS-500 WIDE STILE ALUMINUM ENTRANCE DOORS DOORS Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: No Impact Resistant: No Verified By; 13OSHUA M. ROYCE PE-68180 Design Pressure: +70/-70 Created by Independent Third Party: Yes Other: MAXIMUM OVERALL TESTED SIZE IS 88" WIDE BY Evaluation Reports 124" HIGH. MAXIMUM DOOR LEAF SIZE IS 41-/12' WIDE BY 96" HIGH Created by Independent Third Party: Yes K@ E9 COAACLUi: et9alL The State of Fionda is an AAIEEO employer. Q- :: ELLYJcy Sra 9111:: Under Florida Ia., erroill addresses are public records. if you do not wan, your e-mail address released in response to a public -records request, do not sendelectronic -nail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, pleasecontact 850,487,1395, 'Putsuant to Section 455,275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with all email address if they have one. The erninis provided may he used for official communication with the licensee, However "aii addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can bemade available to the put)l1c. To determine it you are a Fcensee under Chapter 455, 17.5., please click MM, Product Approval Accepts: W2 AN ER E Credit Card Safe https://www.floridabuilding.ot-g/pr/pr_app __dtl.aspx?param=wGEVXQwtDqvF(iYZsjrZFR... 5/16/2017 op- 111 aa4uaAuaMaLM= I I U211QUMiA I Application Detail FL # FL17688 Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer OLDCASTLE BUILDING ENVELOPE Address/ Phone/Email 8655 ELM FAIR BLVD TAMPA, FL 33610 972) 551 6295 jwes( pha10obe,corn Authorized Signature KATHY SLAYS K13LAYS@O[- DCASTLEBE.COM Technical Representative. KATHY M BLAYS Address/ Phone/Email 8655 ELM FAIR BLVD TAMPA, FL 33610 813) 663-0949 KSLAYS@Ot- DCASTLEBE.COM Quality Assurance Representative DONAi-D HAWK Address/ Phone/Small 8655 ELM FAIR BLVD TAMPA, Fl- 33610 813) 663-0949 DHAWK@OLDCASII.- EBE.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 WALTER A. TILLIT, JR,, P.F. the Fvaluation Report Florida License PE-44167 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Joshua M Royce, RE 4 Validation Checklist - Har0copy Received Certificate of Independence E ( ZO. UdfReferenced Standard and Year (of Standard) StAndaLd AAMA 501 ASTM E-330 TAS- 202 Equivalence of Product Standards Certified By Yew 2005 2002 1994 https:// www,floridabuilding.org/pr/pr_app_dti.aspx?parani=wGEVXQwtl)qvFGYZ,sjrZFR... 5/16/2017 Florida Building Code OnIllic Page 2 of 3 Sections from the Coac Product Approval Method Method I Option D Date Submitted 04/2()/2015 Date Validated 04/30/2015 Date Rendl;ng F5C Approval 05/06/2015 Date Approved 06/23/2015 umma of Products FL # Model, Number or Name Description 17688.1 SERIES FG 2000 STOREFRONT FG-2000 STOREFRONT HIGH DESIGN PRESSURE WITH NON IMPACT MONOLITHIC TEMPERED GLASS Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant. No Verified By: WALTER A. TILLIT, )R., P.E. PE-44167 Design Pressure: -60/-60 Created by Independent Third Party: Yes Other: Evaluation Reports Created by Independent Third Party: Yes 17688.2 SERIES EGG-3000 SIORI:FRONT FG-3000 STOREFRONT HIGH DESIGN PRESSURE WITH NON IMPACT INSULATED MONOLITHIC TEMPERED GLASS Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes INSIALLAIMUDEAWINa.AW Impact Resistant: No Verified By: WALTER A. TILLIT, JR,, P.E. PE-44167 Design Pressure: +60/-60 Created by Independent Third Party: Yes Other: Evaluation Reports MEQRJIP ff Created by Independent Third Party: Yes 177688.3 SERIES FG-5000 STOREFRONT FG-5000 FLUSH GLAZE ALUMINUM STOREFRONT SYSTEM, LMI-SMI (WEI AND DRY GLAZED) Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ; Yes Impact Resistant: Yes Verified By: WALTER A. TILLIT,]R., P.E. PE-44167 Design Pressure; 00/-90 Created by Independent Third Party: Yes Other: LARGE AND SMALL MISSILE IMPACT RESISTANT AT Evaluation Reports 10'0" SPANS Created by Independent Third Party: Yes 17688 G-5100 STOREFRONT FG-5100 FLUSH GLAZE ALUMINUM STOREFRONT SYSTEM, LMI-SMI (WET AND DRY GLAZED) Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes A!DJbJ%TAUA1WfiQH&V1NW Impact Resistant: Yes Verified By: WALTER A, TILLIT, JR,, P.E. PE-44167 Design Pressure: +90/-90 Created by Independent Third Party; Yes Other: LARGE AND SMALL MISSILE IMPACT RESISTANT AT Evaluation Reports 10'0" SPANS WAWAWNJREPDRUdf Created by Independent Third Party: Yes 17688,5 SERIES FG-5100T STOREFRONT FG-5100T FLUSH GLAZE ALUMINUM THERMAL STOREFRONT SYSTEM LMI-SMI, (WET AND DRY GLAZED) Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: WALTER A. TILLIT, 3R.,P,E, PE-44167 Design Pressure* -1 50/-50 Created by Independent Third Party: Yes Other: LARGE AND SMALL MISStl,F IMPACT RESISTANT AT Evaluation Reports 10'0" SPANS ELJLZkR.Q_AL RJ___P_QELt& Created by Independent Third Party: Yes https://www.floridabuilding,orglprlpr_.,app_dtl.aspx?param=wGEVXQwtDqvFGYZsjrZFR... 5/16/2017 0- Florida Building Code Online Page 3 of 3 Beach Next C,EjtilSt Us MW9-0Q-0,/-UU1 re State or Florida is an AA/EFO employer. :: : tinder Florida A-., email addresses Ale public records. Ifyou do not Want Your 0-mail address released in response to a public -records M-4ues(, do notsendcaect.ro(K trial to this entity. Instead, contact the office by phone or by traditional mail. It you have any questions, please contact 850.07,1395 "Pursuant toSeWQ04SS,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with An email address tf they have one., the emails provided may be used for official comtrainication with the kensee. However email addresses are public retort. If yli do not wish to supply a personal address, please provide the oepartnuml, with on email Address which can be made available to the Public To determine -f you are licensee underChapter451a', please click ItZg_ Product Approval Accelattu WOORE Credit Card safe https://www,floridabuilding.org/pr/pr_app__dtl.aspx?param=wGEVXQwtDqvFGYZsjrZFR... 5/16/2017 9 Lu ul owsw_ um US, 0 PRODUCT APPROVAL FOR SERIES FG-2000 STOREFRONT HIGH A.S.D. DESIGN PRESSURE W/ NON IMPACT MONOLITHIC TEMPERED GLASS 1. SERIES FG-2000 STOREFRONT HIGH DESIGN PRESSURE W1 NON IMPACT MONOLITHIC TEMPERED GLASS, SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE W1 2014 (5th EDITION) OF THE FLORIDA BUILDING CODE. THIS PRODUCT MAY BE INSTALLED WITHIN HIGH & NON HIGH VELOCITY HURRICANE ZONES W/ LIMITATIONS AS PER NOTE 3 BELOW. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 (FOR HIGH VELOCITY HURRICANE ZONES) & 1609 (FOR NON 410H VELOCITY HURRICANE ZONES) OF THE ABOVE MENTIONED CODE, FOR A &A-qC WIND SPEED AS REQUIRED 13Y THE JURISDICTION WHERE THIS PRODUCT WILL BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO kS,D, DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. IN ORDER TO VERIFY THAT ANCHORS ON THIS PX.D., AS TESTED, WERE NOT OVERSTRESSED, A 337. INCREASE IC ALLOWABLE STRESS FOR WIND LOADS WAS Ma USED IN THEIR ANALYSIS. FASTENERS SPACiNG To WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2012 OR AVAILABLE. TEST DATA FROM MANUFACTURER. THIS PRODUCT'S ADEQUACY FOR WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 1625 EXCEPT 1625.4) & 1710,5.2 OF THE ABOVE MENTIONED CODE AS PER PROTOCOL TAS-202 AND ASTM E330, PER ARCHITECTURAL TESTING, INC. LABORATORY REPORT 1 99493-01-801-44 AND AS PER STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1604 & 1616 OF ME FLORIDA BUILDING CODE. 2. MAXIMUM SHOWN ON -SHEETS -3—f---QA& 7 3. -THUS PRODUCT WILL REQUIRE AN APPROVED HURRICANE PROTFCTION DFVTI'F IN (TPOFR 10 RATF IT Aq 4. THIS PRODUCT IS APPROVED _FOR L2,_;_La-3,f_AjgyATERjtjftt TRAIlON' 5. TEMPERED GLASS TO COMPLY WITH SECTIONS 2411.1.3 OF THE FLORIDA BUILDING CODE. PRODUCT SHALL COMPLY WITH SECTIONS 2406.1, 2411.4.1 AND 2411.4.2 OF THE FLORIDA BUILDING DOM. 6. PROVIDE 3/8" MAX. LOAD BEARING SHIM SPACE (TYP), WHEN ALLOWED BY THIS DRAWING, 7. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD SUCKS MUST BE SOUTHERN PINE, WITH G = 0,55, 8. REMAINING COMPONENTS FOR THIS PRODUCT SHALL BE AS INDICATED ON BILL OF MATERIALS, SHEET 3 Or THIS DRAWING. 9. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH STEEL, CONCRETE AND WOOD SHALL COMPLY WITH SECTIONS 2003.& 4.2, 2003.&4A, 2003.1!L5 AND 2003.8.6 OF THE FLORIDA BUILDING COOF, RESPECTIVELY. 111, SHOP DRAWINGS PREPARED BASED ON THIS APPROVAL AND TAKING INTO ACCOUNT THE SPECIFIC JOB CONDITIONS, SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AS PART OF THE PERMIT DOCUMENTS. 11. STRUCTURAL SUBSTRATES NOTED ON THIS DRAWING AS EXISTING STEEL BY OTHERS. POURED CONCRETE, HOLLOW BLOCK AND WOOD MUST WITHSTAND THE [DADS IMPOSED BY THIS PRODUCT. 12. ( c) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i., WHERE THE SITE CONDITIONS DEVIATE FROM THE P,E-D- b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. I , c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, d) SOF SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REG6STEREG ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OFF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE I.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, 13. PRODUCT MANUFACTURER'S LABEL SHALL 13E LOCATED ON A REA&LY V SISLc f - OCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1710,S OF THE F I-ONII)A BU LDIN'G, CODI-: ONE LABEL SHALL BE PLACED FOR EVERY OPENING. INDEX SHEET is GENERAL. NOTES, INDEX AND INSTRUCTIONS. SHEET 2: COMPONENTS FOR SERIES F1-2000 STOREFRONT. SHEET 3: BILL OF VATERLALS, TYPICAL GLAZING DETAIL & MAXIMUM A S D, DESIGN PRESSURE RATING SCHEDULE FOR A GIVEN CLASS PANE, DiVFNSfONIS, SHEET 4: ELEVATION FOR SERIES FG-2.000STOREFRONT. SHEET 5: MAXIMUM A. S D, DESIGN PRESSURE RATING FOR MULLIONS - SHEET SHEET6: SILL OR HEAD CONNECTIONS DETAILS (PLAN VIEWS). SH EETM- 6A'MAXfMUM A.S.D. DESIGN PRESSURE RATING SCHEDULE FOR MULLIONS W/ HEAD/ SILL CONNECTIONS. SHEET 7: MAXIMUM A.S.C. DESIGN PRESSURE RATING FOR HORIZONTAL. SHEET 8: HEAD, HORIZONTAL & SILL CONNECTION DETAILS (SIDE vlEw). SHEET 9; SECTIONS AT JAMBS AND AT MULLIONS. SHEET TO: MAXIMUM A.S.D. DESIGN PRESSURE RATING & MAXIMUM IA'S-rNERS SPACING SCHEDULE FOR JAMB CONNECTION AND CORNER DETAIL. WORO- 0111offe-upmSTEP I DETERMINE A.S.D. DESIGN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BUILDING HEIGHT, WIND ZONE, USING APPUGABLE ASCE 7 STANDARDS. STEP 2 GO TO SCHEDULE ON SHEET 3 TO DETERMINE MAXIMUM AS.G. DESIGN PRESSURE RATING pd) CAPACITY OF DESTRED GLASS SIZE BASED ON GLASS PANEL D,MENSIQNS. STEP 3 DETERMINE MAXIMUM MULLION SPAN -L-(FT) FOR A GIVEN MULLION EFFECTIVE SPACING 10", ON SCHEDULE ON SHEET 5, AND SELECT ANCHOR OPTION W1 A.S.O. DESIGN PRESSURE RATING EQUAL OR GREATER THAN A.S.O. DESIGN WIND LOAD SPECIFIED IN ajLP--j USING SCHEDULE ON SHEET 6A. STEP 4, DETERMINE MAXIMUM ANCHOR SPACING AT JAMB FOR A GIVEN MAXIMUM A. S,D. DESIGN PRESSURE RATING AND MAXIMUM MULLION SPACING, ON SHEET 10 STEP 5 USE SCHEDULE ON SHEET 7, TO VERIFY MAXIMUM. A.S.D. DESIGN PRESSURE RATING OF HORIZONTALS (IF USED) FOR A GIVEN HORIZONTAL EFFFCTIV-ESTEP 6 ME LOWEST VALUE OF A.S.D. DESIGN PRESSURE RATING RESULTING FROM, STEPS 2. 3 AND 5 "LL APPLY TO THE ENTIRE SY STEM. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMFr 3 IN THE STATE OF FLORIDA it z 0c c Z o 8 o 2; o lo7 s 7- LL5 0 ca Z z La 6;428<3 Tr g COMPONENTS FOR SERIES FG-2000 STOREFRONT SCALE: 3W = I' L70' G94._F.750" 620`I -f 070"l7Y.750" 736" 1 GLAZING GASKET a SETTING BLOCK 3 SILL FILLER JAMB MULLION FG-1133 FG-1136 FG-2182 FG-2100 FG-2101 4.500' iGTYP )_. i.750' 096` HEAD & JAMB FG-2103 TYp F.753' f F f t !146" 8 HORIZONTAL FG-2104 4.000' 1.096, 078" _-......... Oyp ) O MULLION FILLERFG-2102 I.43Y O r o F„ kt.70223512 t3 iFYp) t 753" i. 234 W F _ 359 .078" Lt0 GLASSP t t HEAD &J FILLER 9 SILL dG2T6 G 22M2 4.5ca'- __ 2. i 25" _y l f 7so' r.a9z' 2.3 .552" 4.25a• 2p0"- 788" t.Z90.. I _! (TYP.) t2l'S'.} { TYP.) —} 4.9C2` .0 0' 52 SUB SELL 13 MULLION 8STEEL REINFORCEMENT t5 STEEL REINFORCEMENT t6 STEEL REINFORCEMENT FG--3380 FG--2228 RS-I RS-9 Ps- ?0 fi25" 2t END DAM FG- 2000-P 4 BILL OF MATERIALS ITEM No. PART NUMBER DESCRIPTION DIMENSIONS MATERIAL MANUFACTURER NOTES 1. FG-1133 GLAZING GASKET 525" x .495' EPOM EPG 2. FG-1136 SETTING BLOCK 375' x .594' EPDM EPG 3. FG-2182 SILL FILLER 4.00' x 4.00' x .078" 6063-T6 ALUMINUM VARIES LOCATED CENTER WITH ANCHOR'S LOCATION 4. FG-2100 JAMB 4 50' x 1.750' x .078" 6063-T6 ALUMINUM OBE 4 5O' x 1.750" x .094' 6063-T6 ALUMINUM OBE5. FG-2101 MULLION 6. FG-2102 MULLION FILLER 4.00- x .64t" x .078" 6063-T6 ALUMINUM OBE 7. FG-2103 HEAD & JAMB 4.50' x 1.75 x 078' 6063-T6 ALUMINUM OBE 8. FG-2104 HORIZONTAL 4.515" x 1.753 x .094" 6063-T6 ALUMINUM 6063-T6 ALUMINUM OBE OBE LOCATED CENTER WITH ANCHOR'S LOCATION 9. FG-2105 Slit 4.480" x L753" x .078" 10. FG-2166 GLASS STOP 1.937' x 1.234" x varies 6063-T5 ALUMINUM OBE IT. FG-2122 HEAD & JAMB FILLER 4.00' x .354" x .078' x 4" LONG 6063-175 ALUMINUM OBE 12. FG-3380 SUB SILL 4.902' x 2.125' x .078" 6063-TS ALUMINUM OBE 13. FG-2228 MULLION 4.50" x 1.75' x .231" 6063-176 ALUMINUM OBE A-36 STEEL VARIES ZINC PLATED14. RS-i STEEL REINFORCEMENT 4.188" x 1 249" x .152' 15, RS-9 STEEL REINFORCEMENT 3.903' x 1.092' x .250" A-36 STEEL VARIES ZINC PLATED 16. RS-10 STEEL REINFORCEMENT 3.904" x 1.250" x .188' A-36 STEEL VARIES ZINC PLATED 17. 795 PERIMETER SEALANT & VINYL JOINTS SILICONE DOW CORNING LOCATED AT EACH INTERIOR FRAME CORNER 18. FS-8 SPLINE ASSEMBLY SCREW 14 x 1' HHSTS STEEL VARIES 19. FG-1000-FP-1 WATER DIVERTER SET IN SEALANT 1.187' x .750" x 1.343 125" x .500" VARIES PVC POLYISOBUTYLENE OBE SCHNEE-M LOCATED AT EACH ENO OF s & SEALED W 1T LOCATED AT EACH END OF HORIZONTAL BETWKN ANTS--- 20. SM 5601 ISOCRYL TAPE 21. FG-2000-FP-4 END DAM 625' x 2.125' x .062' 6063-T6 ALUMINUM OBE FABRICATED LENGTH = 4,25" 22. FS-22 SCREW FOR STEEL REINFORCEMENT 12 x 1/2" PHILLIPS FLAT HEAD STEEL, ZINC COATED VARIES START 0 6"o.c. FROM ENDS, BALANCE 0 12 o.c. CLOSED CELL BACKER ROD 500' POLYETHYLENE VARIES23. MAXIMUM A.S.D. DESIGN PRESSURE RATING (psf) SCHEDULE FOR A GIVEN GLASS PANEL DIMENSIONS "a" (in) x "b" (in) (SEE LEGEND) TYPICAL GLAZING DETAIL 1/4' NOMINAL MONOLITHIC TEMPERED GLASS GLASS TYPE n MAXIMUM DIMENSION a' * MAXIMUM DIMENSION b" * YAXtYUY A.S.D DESIGNPRESSURERATING pa) 18" from 18" to 312' t60.0 24' from 24" to 234" t60.0 30" 1 from 30" to 186' t60.0 36" from 36" to 156" t60.0 42' from 42' to 132" t60.0 48' from 48' to 114' t60.0 54" from 54" to 90" t60.0 from 54' to 96" t59.9 from 54" to 102" 58.6 60' from 60' to 84" t60.0 from 60' to 90" t58.2 fib' from 66" to 78" t60.0 from 66" to 84" t58.1 72' from 72' to 78" t60.0 DETERMINATION OF MAXIMUM DAYLIGHT OPENING (D.L.O.) AT EACH END OF GLASS GIVEN "a" & "b" MAXIMUM DAY LIGHT OPENING SIDE D.LO.)Rmnda at D.LOJI'mmAsal Vertical & HodmW tams, Head & Sac Mtc", Frames MAX. D.LD. sNORr SIDE) MAX. D.LO. b"-3.50' b"-3.50' b) x* SIDE "a" IS ALWAYS EQUAL OR SHORTER THAN 'b'. a", "b" MAY BE ORIENTED IN ANY DIRECTION. N 2Mv N Z aoOw Lawai gc e U huts-` o a O Day a - s ai W z wn U zq c'3 W wxx" C J i E - r ELEVATION FOR SERIES FG-2000 STOREFRONT HIGH DESIGN PRESSURE IWINI'l— FRAME WW DOOR & DOOR A-VR W'Ji' 'ON ------ UNDER SERARATE—APPROVAL EXISTING AR, I 11 y y If T y y y T y I y Y' FASTENERS -'y y I y y I y T G MAX.01,0 EAII44B61191 z z ZL\ O FASTENERS A INDICATES% REINFORCEMENT A LINREINFORCIM NOICATESREINFORCEMENT HORIZONTAL MAX, D.C.O. HORI ONTAL\ Ep E\/ Dy HORIZONTAL 4 J6 II II IAZ5G A FASTENERS FOOT NOTES: Fl- FASTENERS AFOR MAXIMUM MUI I ION SPACING ON CENTERS SEE SHEET 5. FOR MULLIONS HEAD AND SILL FASTENERS QUANTITY, TYPES AND SPECS SEE SHEETS 6 & 6A. FOR JAMS FASTENERS SPACING, TYPES AND SPECS SEE SHEET 10. USE OF HORIZONTAL (SEE SECTION 2/8) LIMIIED BY SCHEDULE ON SHEET 7. ANFOR MAXIMUM MULLION SPAN SET SHEET 5. Go FOR GLAZING DETAILS AND GLASS SCHEDULE SEE SHEET 3. AFOR MAXIMUM D.L.O. SEE SCHEDULE ON SHEET 3. 00 i 2- 0 oii o 05 Xs Lj 0 1y) d Ft- 1: (]: I M-2L= T -@ - Sl S2 wp 13 IMULLION, STOREFRONT ELEVATION W,/ MULLION MULLION L" = MAXIMUM MULLION SPAN SIDE VIEW EFFECTIVE SPACING: "b" = Si + S2 ; St, S2 = MULLION SPACING 2 MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR MULLION WILL AUTOMATICALLY QUALIFY A.S.D. DESIGN NGPRESSURERATINGSFORJAMBSWITHANCHORAGEFORANYGIVENMULLIONSPACING. MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR MULLIONS' FLQXMMUM MULLION SPAN'L'{FT) SCHEDULE OR A GIVEN A.S.D. DESIGN PRESSURE RATING D4 AND A GIVEN MULLION EFFEC71VE SPA MAXIMUM MAXIMUM MULLION SPAN "L" FT) DESIGN EFFECTIVE PRESSURE SPACING RATING CASE I CASE72 CASE 3 CASE 4 CASE 5 W" (Psf b.(FTj Mt M2 i M3 M4 M5 2'-0' 10'-7' 12'-0" 12'-G' 12'-0" 12'-0' 3,-0, 9'-3' 10'-10, to'-10* 12'-0" 12'-0" 3'-6" 8'-6- io'-o" 10'-0, 12'-0" 12'-0' 4 1 -0, 8'-0" 9'-4" 91-4 . 12'-0" 12,-0- 40.0 4.'-6- 7'- 1 - 8,-I0" W-10, 1l'-6" ll'-6' 5'-0" 6'-5- 81-5. 8*-5" 1 5:-6, 5'- 10" 81-0. 81 -0 6 -0" 5'-4" 7'-4' 7'-4" 10'-0" 10'-0' 6'-8" 4'-10' 6'-7- 6*-7" gl-O. q.-Q. 2'-C" 10'- 2" 12'-0" 3'-0' 8,-8" 10*-3" lo,-3" 12,-0" 12'-0' 3-6" 8'-0" 9,-6, 91-6. 12'-0" 12'-C" 45.0 4'-0" 7--1 . 8'-Io* P8'-10" 1 1,-6" it'-6" 41-6, 6'-4- 8'-4' 8'-4* 10'-10" Io'- I o" 5,-o" 5'-8" 7'-10" 10'-3' 10*-3' 5*-6" 5'-2" 7'-1' 9'-8' 9'--8" 2'-0" 9'-10" 11'-10" 11'-4- 2 -O 12*-0- 3'-0" 8'-3" 9,-8, 9'-8" 12'-0" 12'-0" 3'-6- 7'-4^ 9,-0* 9*-0" W-8" W-8 50.0 4 ._ 0 . 6'-5" 8'-5* 8*-5" to'-10" 4'-6" 5'-8- 7'-10' 7'-8" I 10'-4' i0'-3' 5'-0' 7'-0' 7'-0" 9'-3' 9'-7" 2'- 0' 9'-6" it -4- i 1 -0- 12 -O' 12'- 0- 3'-0" 7'-9" 9'-3' 9'-3* 12'-0* 12'-G' 55.0 3'-6' 6'-8" 8'-7' 8'-7* ll'-2* 11'-2' 4'-0" 5'- 10' 8'-0* S-C), 10'-5' 10 . -5- 4'-6" 5'-2' 7'- 1" 7'-1' i 9'-8' 9,-8" 2'-0' 9'-3- 10--10" 10'-10 12'-0' 12'-0' 3,-0, 7'- 1 8,-10" W-10 I I'-F, 60.0 3'- 6" 6,-1, 8'-2* B'- 2 8* 10'-8 - 4'-0- 5'-4" 7'-4' 7'-4 CASE DEFINITIONS CASE 1 UNREINFORCED STANDARD CASE 4 REINFORCED STANDARD MULLION M-1 (SEE DET. 5/9) MULLION M - 4 (SEE DET. 7A/9) CASE 2 REINFORCED STANDARD 'CASE 5 REINFORCED STANDARD MULLION M-2 (SEE OFT. 6/9) MULLION M-5 (SEE DET. 76/9) CASE 3 UNREfNFORCED STANDARD MULLION M--3 (SEE DET. 7/9) O z0 W-E ID S Af 0- cc 0 4e o 0 t Ld M, E 0 0 w wi z (n xLU - ------ Lu U) 0 g g g g a 9 W,19 9 9 9 9 9 Cis .6 9 9 A t Ohpp wz z A '0 6. nvj,-6 v, 9 9 s s F 4 A- nis 9 "'A n64 g 4 "i i oi 9j. v cr0 Z U) 8 ri A 2': ni 11 z co 0 w 1. Almw p 6 6Zall c 66. 6w mzU) z 0 s -- - .08 8 8 8 8 8 8 8 g 1; 8 s 8 8 Pt . . . . . .. — 8 1 -1 axfr v? 1888s8g,14 ol 98 8 8 8 1 8 E 9 8 8 8 8 9 8 S' I N 'IQ is—MM.— 2 SILL OR HEAD CONNECTIONS DETAILS PLAN VIEWS) TOTAL NUMBER OF FASTENERS PER CONNECTION AT HEAD/SILL EOUALLY INSTALLED AT EACH SIDE OF MULLION CONNECTION _AT UqLCIN,) w NO FASTENERS TOTAL NUMBER OF FASTENERS AT IAMB LOCATION HEAD OR SILL PER CONNECTION AT HEAD/SILL SHALL BE 50% OF TOTAL NUMBER OF FASTENERS AT MULLIONS wl HEAD/SQL CONNECTION PER SCHEDULE. EXTERIOR t-Ab I t:Nt:KZ> I y wf-: lbla to R, . G.C.) A 1/4-0 ELCO FASTENING SYSTEM, LLC. ULTRACON ANCHOR W1 1314- Min. EMBEDMENT INTO POURED CONCRETE (Min. fc = 2.730 ksij, B 1/4-0 ELCO FASTENING SYSTEM, LLC. ULTRACONANCHORW/ I lr2- Min. PENETRATION INTO 2 xWOOD BUCK (G=0.55) & 2' MIN. EDGE DISTANCE, BEYOND ANY FINISH MATERIAL, B' 9IS-0 ELCOFASTENING SYSTEM, LLC ULTRACON ANCHORWi I lt2- Min. PENETRATION INTO 2 x WOOD BUCK (G=O 55) & I Sir MIN. EDGE DISTANCE, BEYOND ANY FINISH MATERIAL- 114-0-20 SLOTTED INDENTED HEX WASHER HEAD THREAD CUTTING SCREW TYPE "F, ZINC COATED, VWMIN Fy = 77 ksi, Fu = looksi TO IZ MIN. THK. ASTM A-36 STEEL & I' MIN. EDGE DtSTANCE- C'- 114"0ELCO CONSTRUCTION PRODUCTS DRILLFLEX STRUCTURAL SCREWS TO MIN. 1/8' THK ASM A36 STEEL & 1' MIN. EDGE DISTANCE, C) D D cl0 U-k'a Ui 1/4' MAX— 2!s aQ C2sa F. c- SNIMSPACEH03 jz CD002z 41 4 0 0 C, JAM X Uj c) U? 0 i an 1. 12 0 L,O 1 L,0,2 SECTION AT HORIZONTAL 6. HORIZONTAL HORIZONTAL H01 HOR17ONTAL HORIZONTAL o STOREFRONT ELEVATION W/ HORIZONTAL 1" = MAXIMUM HORIZONTAL SPAN ID.L.O." = EFFECTIVE DAY LIGHT OPENING = D1,0.i + D.L.O.2 2-- --- IZONTAL MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR HORIZONTAL MAXIMUM HORIZONTAL SPAN -L-(F-1) SCHEDULE FOR A A.S.D. DESIGN PRESSURE RATING (psfj AND A GIVEN HORIZONTAL EFFECTIVE DAY LIGHT OPENING "D.L.O." (in) VA)UMUM AS.D. EFFECTIVE MAXIMUM DESIGN PRESSURE DAY LIGHT HORIZONTAL RATING OPENING SPAN DLO' (Ftin) L" (Ft) 2'- 0" 6 6 2 6- 6 6 3 0- 6 40.0 3 6 6 6 OR LESS 4 0 6 6 4 6 6'- 6 5'- 0 6 6 2'- 0 5 6 2'- 6 5 6 3'- 0 5 6 45.0 3'- 6 5 6 4 0 5 6 4 6 5'- 6 5'- 0 5 6 2'- 0 5 0 2 '- 6 5 0 3'- 0 5 0 50.0 3 6 5 0 4 0 5 0 4 6 5 0 5 0 5 0 2 0 4 6 2 6 4 6 3 0 4 6 55.0 3 6 4 6 4'- 0 4 6 4 6 4'- 6 5 0 4 6 2 0 4 0 2 6- 4 0 3 0 4 0 60.0 3 6 4 0 4'- 0 4 0 4 6 4 0 5 0 4 0 CL OM o ui u-1 cDz E, j HEAD, HORIZONTAL & SILL CONNECTION DETAILS SIDE VIEW} :3v r rt MIN, E-D—, —MIN. E.- EXISTING STEEL - FASTENERS "I EVSMNG POURED FASTENERS STRUCTURE)fl ID z g CL CONCRETE STRUCTURE N. ED, SKIM SPACE C18)(2)Rco'DOYP) I MB OR MULLION BEYOND) G) 2) REVO (Typ.) 20 JAMB OR BEYOND) c, 19 MAL JAMB OR MULIJON BEYOND) 2. WOOD THICK FASTENERS 0, 9 i BUICK LL4,. UJI 7 @SWUSPACE 23 SHM SPACEo @)(2) lEO'D (1,.) Cc 2) REOO (T)'p 020 EXTERIOR m JAMB CR z V) 0 MULLION BEYOND) MuLuoll Ld NOTES: z FOR HEA[) AND SILL FASIENCIRS OU,,T;-,Y, 6 6A. c 7 5a x fTYPESANDSP(,S SEE SHEET & F AUSE OF HCR;7,0'qTAL (SEE SECTION 2) LIMITED BY SCHEDULE CN SHEET, Y. FOR GLAZIN'; DETAILS AND GLASS SCIIEDU!EDlSEESHEET3, FOR MAXIMUM G.L.O. SEE ON g 21 K SHEET 3. 18 (2) RFQ'D (Typ-) 3 17 Cl 7\- 7, I t/2-.1/4' WEEP I'l 1/2*KI/4" WEEP ED --'"MIN. ED,-- NOTCH REQUIRED ON ED NOTCH REQUIRED ON SEALANT AT CENTFRINE I SEALANT AT CENTERLINE OF MULLIONS & JAMES) 1EXISTING POURED OF MULLIONS & JAMRS) CONCRET E STRUCTURE FASTENERS FASTENERS qa-L) JAMB OR f-C20) Z-17n 12 IQ (2) 'D (r— 7 — 3 --- - I A IREID w 17 23-- n- n17 - F - SEAL LENGTH ( I 1/2-/4- WPrP SEAL LDK-'MtFFOFSUBSILLNOTCHREQUIRED014OFSUBSILL i: EXISTING STEEL 2x WOOD SEALANT AT CENTERLINE STRUCTUREm;- CK OF VULUONS & am ) t/8AASTU A-36 FASTENERS # BY OTHERS) C-D,E.D,— C7: JAMB OR MULLION BEYOND' EXTERIOR SECTIONS AT JAMBS SCALE: 3V= I' Tp P000 COMCFETE OR HaLm CONCRETE ELM( StatrTllRETO STEELTOWOODSTRUCTURE 5 3/8' LIAX, 3/8' Mkk SHAi SPACE, 318, uw SPACESLAG- - - - 21 . F 0EXIS'nNG POURED T/-@2 CW STIA 21 NCRETE HEAD OR SILLCO L BEYOND) NOTES: SzN,,;-,z-U- OLL E, H EYISTi / LA,,E5 LLJoCONCRETEBLOCK" 2x WOODNG A i 1/9- MIN THICKBUCKk6 L.1 STRUCTURE j ASTM A-36 rCR JAMR FASTENERS SPAONC, STRUCTURE 0101m1Y111ANDSPECS- SEE SHELT 10 VACI 0 tf)tg. v FOR Allf > 7j, TrFASTENERSFASTENERS - fGLASSSCil1`DUILE SEE SHEET 3. -C C,4 UFORVAX.!k,4UV, DL_O. SEF z: 1 0 0SCHEDIAFONSHFF-T 3. Ll .0 1 s wa wg. L'ien Z AT M.DTH OF JoumvHOfMq 7 AT Wm7H "y Awl' uiW/ -0W/ SFAIANTO (() mu"OR 3/16- Wk & 3/8' W -- 3/16- 601, & 3/8- MIX— WOE XW W1 SU0A @1 3116- UN & 3#,' Wwr "a W/ SEMJ r n17 *,x xwr W/ gAmj i7 Lj SECTIONS AT MULLIONS z ' SCALE: 3V I' I E yrYp 0 HEAD OR SILL HEAD OR SLLL_ HEAD OR SILL EIFYONP) F_ (BEYOND) t (BEYOND} 14 r RE NOTE 0INDICATEDMAXIMUMANDMINIMUMVALUESFORSPECiFiEr, SEA ANT VERIICAi. JOINT WOTH AT JAMBS CONNECTFIR TO I WAHAVE L, BEEN DFTFRMINED ONLY TAKING INTO 22CONSIDERATIONTHEACTUALMOVEMENTOFCLASSWALL AT JAMBS DUE TO THERMAL, WIND AND ITS OWN CONSTRUCTION TOLERANCE. AND NOT PERFORMANCE ZFACTORSFROMTHESURROUNDINGSTRUCTURE. EXTERIOR M- 1 M-2 HEAD OR SlU7 HEAD OR Sh I, - BEYOND) - ' 185 !LEAD OR -1 BEYOND) z nisIII. nis DCFERIOR M- 3 M-4 HEAD OR Sift. BMND) n13 G l M — 5 z f CORNER DETAIL AT .IAMB PLAN"EM scmE:w=+` sJa` wx. SH6! SPACE E%TSN'4 STRUCTURE BY OTtfF-RS) FASTENERS L- 4 OR (D EXTF7ttOR SEE DETAILS ON SHEET 9 SEE 6E€. 1 22) 18 20 11 ` DES. t,2,3/8) k kt 'JTt 2) 18 -- MAXIMUM A.S.D. DESIGN PRESSURE RATING & CORRESPONDING MAXIMUM FASTENERS SPACING SCHEDULE FOR JAMB CONNECTION MAAMUV JAMB FASTENERS SPACING "spcg" (in o.c) POURED CONCRETE WOOD STEELA.S.D. MULLIONDESIGN PRESSURE SPACING OR HOL fOw coNCRETEBLOCK 1 1/2" W. THK. 118" Min. THK. SUBSTRATES SUBSTRATE SUBSTRATE RATING FASTENERSTYPE FA5TEhEERS TYPE FASTENERSTYPE FASTENERS TYPE PSQ S1" ( Rin} A 1/4•'m B 114"w B' (5/16••m C & C' 1/4"m 2•&3' t2 12 12 12 3`-6`• 12 12 12 12 4'- 0" 12 12 12 12 350 4'- 6" 12 12 12 12 5'- 0" 12 12 12 12 5'- 6" 12 12 12 12 6.- 0 " 12 12 12 12 61- 8'• 12 12 12 12 2'& 3' 12 12 12 12 3'- 6" 12 12 12 12 4'- 0" 12 12 12 12 400 4'- 6" 12 12 12 12 5`-0•' 12 12 12 12 5'- 6" 12 12 12 12 6'- 0" 12 111/2 12 12 6'- 6" 12 t0f2 12 12 2 •& T 12 12 12 12 3- 6" 12 12 12 12 4 - o " 12 12 12 12 450 4'- 6 " 12 12 12 12 5 0 " 12 12 12 12 5'- 6" 12 11 12 12 6'- 0" 12 10tf2 12 12 I.- 8" 12 9 12 12 2 •& 3' 12 12 12 12 3'- 6" 12 12 12 12 50.0 4'- 0" 12 12 12 12 4'- 6" 12 12 12 12 5'- 0" 12 ft 12 12 2'8 12 12 12 12 55.0 3•. 6- 12 12 12 12 4 • - 0" 12 12 12 12 4 ' 6 " 12 11 12 12 z & 3 12 12 12 60.0 3'- 6" 12 12 12 12 4•- 0" 12 11112 12 12 VIEW "X„ ISOMETRIC) FASTENERS TYPES: ( SEE SPACING SCHEDULE) A- 1/ 4'0 ELCO FASTENING SYSTEM, LLC. ULTRACON ANCHOR W/ 1 314" Min, EMBEDMENT INTO POURED CONCRETE Min- fc = 2.730 kst) OR Wf 1 IW Min. EMBEDMENT INTO HOLLOW BLOCK ( Min_ fm = 1.524 kso & 1" MIN, EDGE DISTANCE, BEYOND ANY FINISH MATERIAL. B - 1/ 4"0 ELCO FASTENING SYSTEM, LLC. ULTRACON ANCHOR WI 1 t2" Min. PENETRATION INTO 2. WOOD BUCK (G=0.55) 2" MIN, EDGE DISTANCE, BEYOND ANY FINISH MATERIAL. j B'- 5/16-0 ELCO FASTENING SYSTEM, LLC, ULTRACON ANCHOR Wt 1 f2' Min. PENETRATION INTO 2 n WOOD BUCK (G=O 55) f 5I8' MIN, EDGE DISTANCE, BEYOND ANY FINISH MATERIAL. i C - 1/4.0-20 SLOTTEO INDENTED HEX WASHER HEAD THREAD CUTTING SCREW TYPE'F", ZINC COATED, W7 MIN. Fy = 77 ksi, Fu 100 ksi TO 1/6' MIN. THK. ASTM A-36 STEEL & I'MIN, EDGE I DISTANCE. C'- 1/ 4-0 ELCO CONSTRUCTIONPRODUCTS DRILLFLEX STRUCTURAL SCREWS TO MIN. U8' THK ASM A-36 STEEL & 1" MIN. EDGE DISTANCE. CC t, me a Za Voa b c wwftUa2` CID' C qua m y t cn ii` ps tl3 s e' mm P o Oaf c UJ 1 tTi W it s z u xoHT5' CCo„£ axe I o1' a n is Ew ry 7) x l " i y J I I OLDCASTLE BUILDINGENVELOPE - NS-212 NARROW STILE MS-375 MEDIUM STILE - WS-500 WIDESTILE ENTRANCES rl, IAtB C I47K P SINGLE ENTRANCE DOOR SINGLE ENTRANCE DOOR No 681 w1PAIRENTRANCEDOOR WITH SIDELITE WITH SIDELrIES WITH StDELITES 0, STATE OFr4D,E 6 B co5Rk NAII- T- Fjw—k Seal For EIr tmk Subtni,in, e8 L L---- SINGLE ENTRANCE DOOR WITH TRANSOM SINGLE ENTRANCE DOOR WITH TRANSOM AND SIDELITES ALLOWABLE DESIGN PRESSURES INS-212 NARROW STILE 4-35 —35 PSF MS-375 MEDIUM STILE +70 —70 PS-- WS-500 WIDE STILE 4-70 —70 PSF LITES CODE RE"EMEWS FOR SAFEGUARDS MUS7 BE OBSERVED. WOOD SUCKS, BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED AND SHOWN ON THE DETAILS, ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOANNO CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A 33% INCREASE IN ALLOWABLE STRESS IS NOT USED IN THE DESIGN OF THIS SYSTEM, AILSTEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. FAF! ffj If-,Rfll 4/t6/12 I NS-212 NARROW STILE MS-375 MEDIUM STILE OR WS-500 WIDE STILE ENTRANCES WITH FG-2000 FRAMING 75 1/2' +35 / -35 PSF DESIGN LOAD FRAME WIDTH 39 112' 17 3/4' 20' 20' 17 3/4' FRAME WIDTH 6' 6' 75 .12' FRAME WIDTH 17 3/4' 20' 20' 17 3/4' 39 1121 FRAME WIDTH 6- TYPICAL ANCHGRS: CONCRETE SUBSTRATE: 114'TAPCON WITH I 1/4"PENETRATION WITH 2" MIN, EDGE DISTANCE STEEL OR METAL SUBSTRATES: 1,14'TEKSIDRILL FUX SELF DRILLING SCREWS WITH 3/4' MIN. EDGE DISTANCE WOOD STRUCTURE: 14W 0DSWITH I 1= DISTANCE ANCHORS LOCATIONS: HD. OJANCHOR LOCATIONS FOR "LETTER" DV ir 89 106- 1 r Arl nLn cn 00 ANCHOR CHART MS-375 MEDIUM STILE OR WS-500 WIDE STILE ENTRANCES WITH FG-2000 FRAMING 75 112' +50 / -50 PSF DESIGN LOAD FRAME WIDTH 39 112' FRAME WIDTH 17' 17- 17' , 17' 61 75 112' FRAME WIDTH 17' 17, 17' 17' 39 I/P' FRAME WIDTH CONCRETE SUBSTRATE: lIA'TAPCON WITH 1 1/4* PENETRATION WITH 2'MfN, EDGE DISTANCE STEEL OR METAL SUBSTRATES: IA" TEKSIDRILL FLEX SELF DRILLING SCREWS WITH 3/4' MIN. EDGE DISTANCE WOOD STRUCTURE 14 WOOD SCREW WITH "MIN" EDGE DISTANCE ANCHORS LOCATIONS: D. 0, C 7 LOCA IICNS FOR 'LETTER" V, i83,5-1 26- 1 43- 1 SO- 77789- 94' I LlLLJ- I ANCHOR CHART MS-375 MEDIUM STILE OR WS-500 WIDE STILE ENTRANCES WITH FG-3000 FRAMING 76' +50 / -50 PSF DESIGN LOAD FRAME WIDTH 40' FRAME W13TH 17' !7' 17' 17' 76' FRAME WIDTH. 17' 17, 17' 17' a m za 40' FRAME WIDTH 6' 6- CONCRETE SUBSTRATE 114' TAPCON'007H 1 V4* PENETRATION WITH 2" MIN. EDGE DISTANCE STEEL OR METAL SUBSTRATES. 14" TEKSIDRILL FLEX SELF DRILLING SCREWS WITH 314" MIN, EDGE DISTANCE WOOD STRUCTURE 11,1,4 WOOD S= , T. j_ ",. DISTANCE ANCHORS LOCATIONS: D.O. E ANCHOR LOCATIONS FOR "LE77r—R" —W rO- 77- 89- 5)4- 51 26 1_ 43 r P' 1 4 / 1 Li In ANCHOR CHART MS-375 MEDIUM STILE OR WS-500 WIDE STILE ENTRANCES WITH FG-3000 FRAMING eel - +70 l -70 PSF DESIGN LOAD - 46. - FRAME WIDTH FRAME WIDTH 18, 18, is, 181 5' 18' 18' 5' Lal 101- -jr eel -- FRAME WIDTH 18, Is- 18, Is, o EL L- m LJ1-7 Li Li M to j6, WIDTH is, TYPICAL ANCHORS' CONCRETE SUBSTRATE: x I 1,14"TAPCON %N17H 1 1/4* PENETRATION zo WITH 2"MiN, EDGE DISTANCE ol STEELOR METAL SUBSTRATES. lt4" TEKSfORILL FLEX SELF DRILLING SCREWS WITH 314' MIN. EDGE DISTANCE WOOC7 STRUCTURE: 14 WOOD SCREW WITH 1" MIN. EDGE DISTANCE ANCHORS LOCATIONS: co D.O. ANCHOR 5GN'f FOR 1 96'1 23 1, 41- 59* i77-_ -1100 1/2 110 1 1 131/2 c, Ll! Micn I F, P F, 1 4 /16 112 ANCHOR CHART NS-212 NARROW STILE MS-375 MEDIUM STILE OR WS-500 WIDE STILE ENTRANCES WITH FG-2000 FRAMING 35 / -35 PSF DESIGN LOAD 6' 20, 20, 61 o Li C3Lo X I 6' 20, 20' 6. i 6` 6' 6' i I LJ CC V TYPICAL ANCHORS: CONCRETE SUBSTRATE: V4'TAPCON WITH 1 1/4' PENETRATION WITH 2' MIN. EDGE DISTANCE STEEL OR METAL SUBSTRATES: 1,4" TEKSiDRILL FLEX SELF DRILLING SCREWS WITH 3f4* MIN. EDGE DISTANCE WOOD STRUCTURE 14 WOOD SCREW WITH 1' MIN. EDGE DISTANCE NO REINFORCEMENT 0 C IFAV! n if,Y(Tl 4/16/!2 ! i ANCHOR CHART MS-375 MEDIUM STILE OR WS-500 WIDE STILE ENTRANCES WITH FG-2000 FRAMING 501-50 PSF DESIGN LOAD 3- 3. 31 61 6- 0 - --jr 31 3. 31 31 6' 6' CONCRETE SUBSTRATE: 1 1,14"TAPCONWITH I lt4PENETRATION IIII WITH 2"MIN, EDGE DISTANCE STEEL OR METAL SUBSTRATES. lf4'TEKSIDRILI FLEX SELF DRIU ING SCREWS WITH 3/4' MIN, EDGE DISTANCE WOOD STRUCTURE: D S' WITH IN 1R=1 DISTANCE NO REINFORCEMENT 9 ANCHOR CHART MS-375 MEDIUM STILE OR WS-500 WIDE STILE ENTRANCES WITH FG-3000 FRAMING 501-50 PSF DESIGN LOAD ro f I 3. 3- 31 31 6. TYPICAL ANCHORS CONCRETE SUBSTRATE: V4' TARCON WITH 1 114' PENETRATION WITH 2' MIN, EDGE DISTANCE STEEL OR METAL SUBSTRATES: 114'TEKStORILL FLEX SELF DRILLING SCREWS WITH 3/4* MIN. EDGE DISTANCE LWOOO STRUCTURE D S #14 -% WITH IN,= DISTANCE NO REINFORCEMENT x t ANCHOR CHART MS-375 MEDIUM STILE OR WS-500 WIDE STILE ENTRANCES WITH FG-3000 FRAMING 70 / -70 PSF DESIGN LOAD 5' IR, IR, 19, 1p, 5' iol — — 3- 5' If#5' 1011- -1 1011- 111 1 1 1 1 IG' —j4* 9ol I11 IRI IR, 91 CONCRETE SUBSTRATE: 114"TAPCON WITH 1 1/4' PENETRATION WITH 2MIN, EDGE DISTANCE STEEL OR METAL SUBSTRATES, 1/4'TEKSIORILL FLEX SELF DRILLING SCREWS WITH 3/4* MIN, EDGE DISTANCE W00Q STRUCTURE 14 WOOD SCREW WITH 1* MIN. EDGE DISTANCE RS-1a STEEL REINFORCEMENT 4/ Fl n r WOOLPILE D-1 B-!25SJLBS-148 GLASS STOP GASKET 3-148 GLASS STOP---y V-32 GASKET (OPTIONL, AV-32 GASKET 1/ 4, GLASS /4, CLASS F DOOR T, DOORP WOOLPILE D- 8 D-8 4- 125 GASKET i. ( OPTIGNALY S - 81 GLASS STOP—/ S-81 GLASS STOP V- 32 GASKE I NOT TESTED QUALIFIED BY V-3e GASKET V CLAS! m CDPARATIVEANALYSIS Standard at Narrow Stile Door Standard at glide St;te Door 2 Standard at Medium Stile Door 7T4 F FG— ZL?4 VP- 084 DOER STOP P 08, BLUR STEP WOOLPILE OOLPIL* Wr 1) - 13 BE;- B GASKETV- 32 GASKET 114, GLASS FC- 333 CASKET s3 i —,G-3157 ADAPTOR VP- 38A DOM STOP WOGLPILE BLLB CASKETD- 2 LO S- 61 GLASS SSTOP V - 32 GASKE 11 GLASS TTTNG BLOCK I - OR SFGP 11WOOLPIL GASKET GPR HEAD 14) L N-mNS- MS —WC UVW- 79yr- 411. 6,112 X'= X'-X STANDARD r- 10 TRANSOM DETAILS CAULKING, SHINS ANO FILLER CAULKING, SHIMS AND PEF41AETER FASTENERS ra-2105HORIZ FG &,2 !!6 _ STOPT CASKETCORNERS FG 4,ffL- 1133 GASKET1X/ '- FG-3158 CLASS STGA-- 3157 ADAPT RFG- W-17 SETTING EL-1 C-123 0 n5114J S- 81 CLASS STEP--/ 1 7V-32GASKET GLAss— DOOR - G A 1/ 4 GLASS S5- 52 S-53 FG- 1136 MODID) FIEIAC - 1 I :312R: oL 7N - 71 TD ! 11] S- 148 OL!;S v 1/ 4, GLASS----/ DOAt QR ------- ----- -- 4 m.eci!um stite cverheQci Moser It HIM, BACKER ROD & SEALANT FG- 2t22 FLAT FILLER FG- 2127 FILER RUNS BETWEEN ALUM FILLER FG- if 313 3z' 1/ 4' GLASS C UJ 0) c R, Lu V) cq Lu z Z < z w 1 S I A'NI 1) a R1) 7 pl 71, FjRG( 4/116/12 1Z. v =)c - v Ns- ms-Ws FG-3160 SC-1 DS S-91 GLASS o AC-113 c Ac-123 L gS S-148 GLASS STOP GAS CE, V-3Z 1/4' GLASS - - - Oq _HEAQ,/ 4 meci,Lim Stile overhead cser 2 LU yy CO Cf) Cr) Lb 6z z w 4/16/12 NS-MS-WS 1 12 2 2A D-62 2C ' W IMOff17 I D-71 I sm STAND4RD! X, X, -XI ids -Ms -Ws r— i3 1001010 a m INDIA w S-81 V GLASS V-32 i AS-91 r_ D-2 D-20 SWEEP V GLASS Standnrof at Nor -ow Stile Door Standard :L* YediuFn St;#e Door Standard at Wicie Stile Door D-71 D118 W/ a 20 SWEEP V/ D-120 SWEEP 2 3 p c STOFD 34NiIH-43 TWESKI; t i—T.-Il T,ESHOLD SET IN SEALANT SET IN SEALANT SET IN SEALANT AMC I SEAL ENDS SEAL END SEAL ENDS FASTENER T4-49 TWESHOLD SET IN SEALANT---- 7' SEAL 13 3c D-71 r-ils W/ D_ilo SVEEP D-61 x,=x,-x, ms-ws 14 FLATFILLER JAMB DETAILS DOOR STOP VP-084VOOLPTILE 25 q BULB KET FG 8145DOSSTOP FG 2118 D-125BULB GASKET FLAT iJ FILLER WP-084WOOLPILE f D-3 AL ---11 F,G-2145rDOORSTOPS-, L BULBGASKET FC- 3158it V- 32 S- 81 4A JAMB Fr- 214S /- MURSTUFD- 125 BULBGASKETG- 21101, 122 FLAT Fc, 145 FILLER STOP WP- 084 WMLPILEV GLASS IF- t14' GLASS 6 V- 32 2 V-32 4D 7_ 11, Standard at Narrow Stile Door) Standard at Meckm Stile Door St.' d."I at 'Wile Stile Dcor FG 2145 M-;; Z STOP D- 125 rr- 2122 BULB FLAT [ FG-2145 GASKET FILLER DOOR STOP WP- 064 VOOLPTLEttt 11 GLASS 313 V- 32 W 0) c 0 46AMR FG 2122 a LB Fl FG-2145 i f GASKET FILLER ST, 0 777 P-a84 WOOLPILEWZ4' GLASS I va zSTAND4RD CMG IAMB 15 DOOR JAMB AND SIDELITE DETAILS TRANSOM DETAILS FG-3000 STOREFRONT SYSTEM UNDER SEPARATE APPROVAL 4F FO-2000 STOREFRONT SYSTEM UNDER SEPARATE APPROVAL A 2, 3 M-AZING ADPATCR GLASS STOP Standard at Narrow Sti(e Door Standard at 'plecRu Sti'te Door Stip Door LAZNG ArPATOR 5A 5LASS STCP m ON LLI 5 7 2i LLI CO LLI no lz Z < LL z W STANDaRD tI I' , -- z, I (", 11-1.1 I x I = X I- x I u— NS- MS-,,/S 16 MEETING STILES GLASS ELD-24 D-69 1 S+anclarci at Narrow St4e Door 2, Standard at 'leoiiL;m Stye Door 3 Staioiarc! at Wide Stite Door 1 CL 0 CCLU 2 LU Uj W z Z LU z LJ jLjRC,j 4116112 NS-MS-'v/S 17 DIE DRAWINGS f, i D-1 D-3 D-12 L=J i iI [3 DOOR HEAD 1 STILE STILL DS-tGa DOCK STOP j i h r j D-2 I ( ( i T 7 80TTOM RAIL STILLI D-62 MUNTiN ADPATOR FG-2145 DOOR STOP y ul j r E I1 f D-8 t 3 D-63 " ` f`i 92 i-a.51 E. S 81 S r : i 48 f 7ta ' STILE j. 1 GLASS STOP GLASS STOP DOOR HEAD S TILE 2 I j co E11 - - — rn to wS C-25 D-24 40I I z kjj D-71 D-61 i z g E TH-43 THRESHOLD t- MUNTIN E STILE STILE i W 11025 i ff pry 4- STANDPRi7 DD- 38 BOTTOM RAILD-70 D-69 Xx 4. 8i2NS-MS-,/S STILE STILE TH--49 THRESHOLD iIl? DIE DRAWINGS FG-1133 GASKET PG-2106 GLASS STOP f AC-113 SHEAR BLOCK ( FG-3102 FILLER FG-3163 DOOR HEAD I 3 € LL V&W ,ow HP-111 SE?"ING BLOCK ~ FG-1136 SETTING BLOCK f «o f420 as AS-6 ASTRAGAL FG-2118 DOOR JAMB i FG-3103 MULLION 1,316' j HP-92 SETTING BLOCK i ILL 3 f} I 4 _ i SG-1 CLIP D-118 SWEEP RETAINER FG-2101 MULLION FG-2021 HEAD FG-3156 DOOR JAMB 1 i co L z 2 5-52 5-53 d ' FG-3158 FG-3157 z GLAZING ADAPTOR D-125 GASKET FG-2102 FILLER FG-2122 FLAT FILLER GLAZING ADAPTOR t F- jam'`—;TtlL V-32 GASKE S iANd'K i i X`-X' X. WP-084 WOOL PILE rtS MS-WS F-16 DOOR HEAD-- FG-2105 HORIZONAL FG-2124 DOOR HEAD FG 3160 DOOR HEAD ( 19 I HARDWARE DETAILSTT o ADAMS RITE ADAMS RITE M52180 AUTO MS1850+4015+40116 RELEASE 2 P0INT FLUSHADAMSRITEINTERNATIONALFB— i 4 FLUSH 3—PT LOCK BOLT,u AR-1750 HOOKBO+ T LOCK BOLT +70 —70 MAX DESIGN +70 - 70 MAX DESIGN 50 —50 MAX. DESIGN PRESSURE +50 —50 MAX. DESIGN PRESSURE PRESSURE PRESSURE I FT—F fc o a# > r w o 0) I c I OBE ADAMS RITE INTERNATIONAL FB-1201VRM OFFSET" PIVOi-S 1850-505 3 POINT LOCK DEVICE FLUSH BOLT OP-6,7,9 & 10 j +70 -70 MAX. DESIGN PRESSURE 1-70 -70 MAX. DESIGN PRESSURE +50 -50 PSF MAX. DESGN PRESSURE r (!S U1 ur z C6 z zd n z z O o0 O o0I ® / e 007,01p Qo ap 00 a // i o o o STAB IItIRD i ORG 416/12 REGENT BH-1M STAINLESS STEEL ROTON 224 HD PEVKC KCFM95HDI 4- f2" x 4"BH-1 BUTT HINGES BUTT HINGES CONTINUOUS GEAR HINGE CONTINUOUS GEAR HINGE x = x x 1 70 - 70 MAX. DESIGN PRESSURE +70 -70 MAX. DESIGN PRESSURE +70 -70 MAX DESIGN PRESSURE +70 -70 MAX DESIGN PRESSURE j NS-MS i 20, 17 HARDWARE DETAILS F-T CORBIN RUSSWIN ED42005 FIRST CHOICE CP-100 JACKSON 2085 JACKSON 1286 CONCFAi EDRIMPANICCONCEALEDRODPANIC kl WAL COW60 -60 MAX. DESIGN CONCEALED PANIC DEVICE PAN'C DcV!CE PRESSURE i50 -50 MAX. DESIGN -70 MAX. DESIGN +70 -7 1,1AX HS!GNPRESSUREPRESSUREPRESSURE T SARGENT 8401 CONCEALED SARGENT AD8500 RIM PANIC VO N DUPRIN 9927 VON DUPR N 9947PANIC ''DEVICE +60 60 MAX. DESIGN SURFACE PANIC DEVICE CONCEALED PANIC DEVICE70 -70 MAX, DESIGN PRESSURE +70 -70 MAX. DESIGN +70 -70 MAX DESIGN wPRESSUREPRESSUREPRESSJRE li? W uJ z z iLu jSTA-NDaRD 4/16/12 SARGENT HC 1980 CORBIN RUSSWIN 1 x,=x,-xl REMOVABLE MULLION WS'708AKMSTANDARDOVERHEAD1600SERIESNORTONSURFACEASSEMBLYREMOVABLEMULLION NS-MS-WS CONCEALED CLOSER MOUNTED CLOSER ASSEMBLY CITY OF NANFOIRDIP FIRE DEPARThIENT Building & Fh-e Prevention Division PERMIT APT"LICA TION Application No: Documented Construction Value: S /4 Job Address: 64klc MHly &tjD Ilistoric District: Ves[]NoE' Parcel ID: Residential[] Commerciallg___ Type of Work: Ncw Addition[_] Alteration[:] Repairl—I I)emoE1 Change of UscF]Move 1:1 Description of Work: '[) ung iEric LCX," r= , re " , g I U, LiLs.-J LJLLJ V n Plan Review Contact Person: al'h 90:Ll- Title: V.1r, Le) Phonc:6Z-'V9('1'- 091 Fax: Email: "A-FP4,ej4-e, et-vv. Property Owner Information Name 6 zrC , Phone: Street:. ' 94 S262=- Resident of property? - City, State Zip: & , CA Ztractor Information 4: FPhone: F qjK_5 Name Street: lfx_ 1 Fax: 45_S 53 City, State Zip: J e)" ke 64 06)0-7( State License No.: Architect/Engineer Information Name: 0 v AMt9pn)_ 3P WPhone: 9 Street: 1(8 1 , M /,j Fax: Gi g q55 City, St, Zip: E-mail: et)j,neer:5,,eem Bonding Company: ") Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 'TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of permit and that all work will be performed to meet standards of all laws regulating construction Z - in thisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 6"' Edition (2017) Florida Building Code Revised JanuaiN I, 2018 Peinut Application t NC? 1'ICL-": In addition to the requiremcnts of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water nianagenent districts, state agencies, or, federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lich Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated constuction value of thejob at the time of submittal. The actual coustuction value will be figured based on the current lCC Valuation `fable in effect at the time the permit is issued, its accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will he done in compliance with all applicable laws regulating construe ion and zoning. 1r Signature of Owner U01 Date Siy{r tune ConuactorlAt it l ate Q (% f i Print Owner/Aeent's Name Print Contracto#IAgenI's Name SigniiCN?fE State oC FFE+raelrx (fit t,tq Date 5t I Signature of Notary -State oft= Date Fyn I' P clwnetl i -ed ID z VWW ersonally Known to Me or Contractor/Agent, is _i, Personally ype of ID Produced ID _—_ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plw"nbingE] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No 9 of Heads APPROVALS: ZONING: UTll,lTlES: ENGINEERING: COMMENTS: loins Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WA,hER: BUILDING: Ok to construct dumpster enclosure as shown on plan meets Schedule G ,Architectural Design Standards. Revised:.lanuary 1, 2018 Permit Application o MQ CAO qGt. iM H C Q wwwwwwHw as ti 90 p c HciC7ci w y O z 3 CS3 Q.1 U p c,> c c c.> c.> v r. O a U Q a 1 p t4- O C p TJ L7 3 ca Q o° o:: a N E 4 Q O LGi. Q C/ r i Q Cfi R-, C.i Q C/ C.,} U C C ezS Rf cd cd c f i cR w ca cry va rn c R a Q pq' C> C m Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2019020905 Book:9305 Page:673; (1 PAGES) RCD: 2/27/2019 11:48:48 AM REC FEE $10.00 Or iPy s '/ [.' THIS INSTRUM T PREPMR fON ameI'NNM eesf j By w 4' R'y NOTICE OF COMMENCEMENT Daz — U State of Flonda County of Seminole Permit Numbort 10 d0% - Parcel ID Number Q "4566 co (no?d The undersigned hereby gives notice that improvement will be made to certain real property and in accordance with Chapter 713 Florida Statutes the following infomlation is provided in this Notice of Commencement GENERAL D CRIPjION qF IMPROVEME T_ Ljeo aKS fVC. F1aA— K;Sba"g j OWNER MIT N i Name jjQ A Q -_ Address : f * F Q or Fee Simple Title Holder (if other than owner) Name Address Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as providedEby Section 7(1} t1313Florida Statutes Address InaddijKlottto him air Owner Designates I % rM h 3 h of F C ,.t J To receive a copyof the Lienor's Notice as Provided in Section 713 13(1)(b) Florida Statutes Expiration Date of Notice of e e The expiration date is 1 year from date of recording unless a different date is specified} ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713 PART I SECTION 71313 FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COM ING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Under pe a erju a that I have read the foregoing and that the facts stated in it are true to my a aloof awnsipnawMa owners PnntedEta I'londa Stahus 713 13( 1)(g) The owner must sign the notice of commencement and no one else may be permded to sign in he" her stud State ofEA /^ / 4(*" „ County of t.s- V 4. The foregoing instrument was acknowledged before me this day of b i'tL p Y'[-. /20 1,'7 by A Who is personally known to me tkf' Name of person malong sfatemerd OR who has produced idenbHcation type of identification produced wwrA w y PA MEL. A.Ni K!!E//I/I/YIy} aa MR CMMeWealM#GG2%i$ 5 b*"Auguille = Notaryaig , Nadiditiia FeMI0lypfI01A00J16d010 , ZO. BP400UO3 CITY OF SANFORD 2/27/19 Permit Setup Charge and Information Maintenance 14:50:31 Application and structure 18 00000372 000 000 -7eApplicationtype . . . . NEW RESTAURANTS Property Address I . : 336 W LAKE MARY BLVD Parcel Number . . . . . . 11.20.30.518-0000-0050 Permit type . . . . . . . BLDG PERMIT - NEW CONST/ALTER Type information, press Enter. Issue date . . . . . . . . Expiration date . . . . . . Additional description . . Base permit fee . . . . . . 40.00 Plan check fee . . . . . . .00 Qty Unit Charge UOM or Mult 325.00 X 7.0000 .0010 Permit total . . : F3=Exit F6=Accept permit F9=Change unit charges F12=Cancel Total 2275.00 Print Screen Page 2 of 2 REQUIRED SUBMITTAL DOCUMENTS View the'N,own of r a t for information on how electronically submitted documents should be named. Building Plans: Select File L;J FOR OFFICE USE ONLY Apply application fees: Plan check fees:Standardan contract v Base permit fees on: Contractor stated vah' Apply impact fees: Notice of Commencement Required: tr'^ Quantity Fee v OescnpUon v Amount i Total Application Fee 25.00 Base Permit Fee 40.00 Permit Fee 2,275.00 Plan Review Fee 975,00 DBPR State Surcharge 49,73 DCA State Surcharge 33,15 1.0 01-APPLCTN FEE -BUILDING 25,0000 25,00 '- 1.0 01-BLDG PLAN REVIEW 975,0000 975,00 `1 LO = 01-SEM CNTY RD IMPACT FEE 8,146,1800 8,146.18 14368.75 1.0000 14,368,75 1 6379,25 1,0000 6,379.25 770.7 hex 1,0000 770.70 Plan Check Fees: 1,000.00 Other Fees: 33,062.76 Total Fees: 34,062.76 aymenis OateTYRe Reference Note Receipt # Received From Amount Check 0053985 CK 240 1,000.00 Check CHECK # 02Cfor 336 w lake mary t 1921 WAFFLE HOUSE INC - Tim 29,733,88 Amount Paid: 30,733.88 Balance Due: 3,328.88 4- c 1 Ai d https://www.citizenserve.com/Admin/PrintScreen_Page.jsp 2/27/2019 Print Screen Page 2 of 2 15 REQUIRED SUBMITTAL DOCUMENTS View the N,m< ,.., , . _.. for information on how electronically submitted documents should be named. Building Plans: Select File Q FOR OFFICE USE ONLY Apply application fees:Y s Plan check fees: i Standard on contract Base permit fees on: Contractor stated vale *s Apply impact fees: Notice of Commencement Required: Quantity Fee _............._ ..._ ..,...,_ ... Descn honp_.._ _..........., ...... s.u_ rAmount lTotal ri Application Fee 25,00 Base Permit Fee 40,00 Permit Fee 2,275,00 Plan Review Fee 975.00 DBPR State Surcharge 49.73 DCA State Surcharge 33.15 1 A 01-APPLCTN FEE -BUILDING 25,0000 25.00 1.0 01-BLDG PLAN REVIEW 975,0000 97500 1.0 01-SEM CNTY RD IMPACT FEE 8,146,1800 8,146,18 14368 75 a :. 1,0000 14.368.75 ' 6379,25 1;We a, 1,0000 6,379.25 "> 770.7 1.0000 770,70 Plan Check Fees: 1,000.00 Other Fees: 33,062.76 Total Fees: 34,062.76 Payments jDate Type Reference Note Receipt If f2ecewed From Amount Check 0053985 CK 240 1.000.00 Check CHECK t# 02C for 336 w lake mary t 1921 WAFFLE HOUSE INC - Tim 29,733.88 Amount Paid: 30,733,88 Balance Due: 3,328.88 https://www.citizenserve.com/Admin/l)rintScreen_Page.jsp 2/27/2019 Print Screen Page 1 of 2 atil en"""',"' 2935 ORLANDO DR 2935 ORLANDO Drive 2935 ORLANDO DR 2935 ORLANDO OR 2935 ORLANDO DR PermitM BC18-000372 Permit Type: Commercial Building Permit Sub T t,.. Ype: New Mork Description: s lNew Restaurant/paper documents/Vicki is aware of the unpaid permit fee and understand no inspections until paid. Applicant: WAFFLE HOUSE INC l Status: issu Application Date 12/17/2018 Total Amount: Approval Date:02/18/201934,082.78 Nnt Amount Paid: 30.733.$8 Issue Date: 02/19/2019 Balance Due: 3.328.88 Expiration Date: 108/19/2019 Valuation: 325,000 00 Close Date: Non -Billable: LastInspection: 1h PROJECT INFORMATION Type of Work: u E CONTACT INFORMATION Property Owner WAFFLE HQUSE INi v ° ° IPian Review Contact Person: WA"FFLE HQUSE INi v Contractor: WAFFLE HOUSE INC - Architect/Engineer: e Af BUILDING INFORMATION of commercial structures: v Square Feet: of Stories: Construction Value: 325,006.00 Construction Type: v Occupancy v Total Construction Value: 325000 0 https://www.citizenserve.com/Admin/PrintScreen—Page.jsp 2/27/2019 Print Screen Page I of 2 dto z tl tug ;c-^acta t Vinci r,r , AKF A Nf . ,1 F t rte s iHe dK* 2935 ORLANDO DR 2935 ORLANDO Drive 2935 ORLANDO DR 2935 ORLANDO DR 2935 ORLANDO DR 01 n S' dam» 4 Permit#: BC1B-000372 Permit Type: Commercial Building Permit t, Sub Type: Work Description: P PJeNw RestauranUpaper documents/Vicki is aware of the unpaid permit v j(ree and understand no inspections until paid. Applicant: WAFFLE HOUSE INC v Status: issued v Application Date: 12117/2018 cn Total Amount: 34.062.76 Approval Date: 02/1B/201 9 b e Amount Paid: g 30,733.88 Issue Date: 02/1912019 Balance Due: 3.32B.BB Expiration Date: P 9/ __.._...._....., EOB112019 Valuation: 325,000 00 Close Date: Non -Billable: Last Inspection: PROJECT INFORMATION Type of Work: v i CONTACT INFORMATION Property Owner:WAFFLE MOUSE IN v ^°° Plan Review Contact Person: ((''WAFFL,a Contractor: WAFFLE HOUSE INC - Architect/Engineer: L_ v °^ ft BUILDING INFORMATION of commercial structures; ((' v Square Feet: _._..,,. .____.... of Stories: Construction Value: 1' 325,000.00 Construction Type: [ v Occupancy: v Total Construction Value: ?325000.0 https://www.citizenserve.com/Admin/PrintScreen_Page.jsp 2/27/2019