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Home My WebLink About4625 St John's PkwyN. _`_`;119 l got inr f 1 JUL 12 2017 n aJ CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 111- 7— of R a5 .h s ocu ented Construction Value: S 800,000 Job Address: 51=4gLn's array andBl e_T_np Lage Historic District: Yes No R Parcel ID: Residential Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: New frozen custard store with drive-thru. 1,300 GSF with no indoor dining. Plan Review Contact Person: Phone: 816.531.0200 Kimball Hales Title: Architect Fax: 816.531.0201 Email: khales hufft.com' Property Owner Information _ o Name Richard C. Wholfarth , Southgate Development LLC Phone: 407-350-9090. Street: 1642 Bridgewater Dr. Resident of property? : No City, State Zip: 0 Name TBD Street: City, State Zip: FL 327 Contractor Information Phone: Fax: icense No.: Architect/Engineer Information Name: Hijfff Phone: Street: 3612 Karnes Blvd. ' Fax: City, St, Zip: Kansas City, M064111 Bonding Company: Address: E-mail: 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 plication and the code in effect as of that date: 54h Edition (2014) Florida Building Code Revised: June 30, 2015 qo J •© Permit Application S L OD < 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 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:'" 111 ,. . Sig ture of Owner/Agent Date Signatureook!ontractor/Agent Date wl all a les Print Owner/Agent's Name ^ P r int Contractor/Agent's Name 2;5dAW-d1i1*- 1-, 7 1) of Notary -State of Florida Date Notary Seal Mlssourl County 16511519 s September 15, 2020 11 Owner/Agent is Personally Known to Me or Contractor/•Agent is Personally Known to Me or Produced ID Type of ID Produced ID '`+ ype•of Er—'_ BELOW IS FOR OFFICE USE ONLY Permits Required: Building -Electrical mechanical Plumbing Gas Roofq Construction Type: X6 Occupancy Use: A2 Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: Si- # of Stories: New Construction: Electric - # of Amps 6c4) Plumbing - # of Fixtures o2S Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: i v i(3 5),?,? UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Portion of. Work Substantial Completion Dato subject to. adjustncntsof. this Contract Time as provided in tli'e-Contract Documents: hrser•t,p),ovisions. f any; dor liquidated damages relating to.iaihav to achieve Substantival Completion on time orfir horns hayntents fir early completion, gf 1lic fflork,:) 4,1"' lie Owner -shall pay the Contractor the Contract Suin in current tunds'for'the Contractor's performance of the ontract. The Contract Sunt shall be Light Hundred Seven Thousand Four Hundred Ninety-Twoand Zero Cents (s 110.7,492.06sub ject to additionsand deductions:as provided in the Contract Documents. 402-"-j oSum is. based upon the.folloiving alternates,, if auy, which are,describedintheContract slid are hereby ae'd p.ted by the Owner: State the numbers mother identification 01'aecepted altet'naies. If'lhe bidding or prciposirt ztgcnnrerils permit the honer- tv accept„tithe/• atteroraies subsequent to the execution oi`'th'is;tlgreeitteni, attach a sc'hedule"of Stich other palter stales showing the aniouni fir• each and ihe,dote when Thal ainount'expires.:) 4.1unit prices; ifatty;: Identify, and state, the unit price;. state quantity limitations, if any, to which the unit,pr•ide ioilt becipl licable.} Item N/A Units and limitations Price Per Unit ($6.00) 4,4 Allowances included in the Contract Sum, if any; tdent allowance and slate exclusions, if airy, from the allowance jw4ce.) Item N/A Price ARtICi E 5 PAYMENTS 5.1 PROGRESSPAYMENTS 5.1.1 Based upon Applications, for Payment' submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Suin to the Contractor as provided below and elsewhere in the Contract Documents. 5.1.2 The period covered by each Application for Payment shall'b i one caiend,ai-inonth ending on,the last day,of the month or as follows: 5.1.3 Provided":that an Application for Payment is received by the Architect not later than the ist ;day of,a month, the Owner'shall make payinehtof the certified amount to the Contractor not later than the 30th day of the.S arne. month. If an Application for Payment is received by the Architect -after the application date fixed above, payment shall be made by the Owiler not later than Thirty (30 )flays after the Architect receives_ the Application f6i- Payment. Feclei-al, state; or local. laws pray require payment within aeeriuirtperiotl of `time Will rediiire t/'irccindi/ionall,ien Ft aiver fi vt» previous cltuio fi ata;a/l .titihs'lltat per;fornted-work i,n previous lit/ling fiei,iodpi-ibr io pgj)menI Ji i cin-r-ent drenv. AIA Document A101 T.'- Ifllt. inmitutw nf:ArrhitarN All 17. 011915, 1918, 1925, 1937.'1951. 1958.'1961, 1974,.1977, 1987-,,1991, 9997 anis 2007 tiyThe American 3BgADA23j` 3 standard Form of Agreement Between Owner and Contractor where the basis of pgroani is a Stipulated Sum AGRE N( klENT inarle"as of the Twelity-N ineth day of August it, the year T"wo'Thousan i; 4 ventE o ADDITIONS AND`DELFTIONS: n words, indicate day, i> 6nlir mrd year.;)' the author of ihisrdocumenl has; added informationneededfior its BETWEEN the Owners completion. The author may also Nance., legal Status, address, and other igl6rnralion) have revised the,text of the original' AIA standard form. An Additions and Rancher's Custaft l Company Lt.(' Delelhins Report that notes'added` 212.4 W., Cites terfi eld Blvd, infonnation as well as revisions to Springfield, MO 6.5,801 the standard form•text is available Telephone Number: 4.17-719-6919 cram Ihe'author and slibuld be Fax Number: "a 17-720-463 8 reviewed. A vertical line in the left margin cif this document` indicates and th"e OtttfaCtt7t° Where the"author has added Nartre, legal "status adds'ess andiher inforrttirlion) necessary information and where the :author has added to or deleted Venture"Gonstruction Company" from;the,;nriginal Alli text` 508 Autumn Springs:Coon, Ste 2A This document has fmportanttegal Franklin, TN .17067` consequences, Consultation".with.arf Telephone"Number:"615-778-041)2 attarrteyis"encouraged'wit Fi,respect Fax Nutnber, 6154778-0001 to its eornpletion or"modification: AIA Document A2u1'x'-2007. for the"t'ollowing,Project: General; Conditions of the Contract Name, localic a"and detailed deycriptibn) for"Canstruction,-is adopted in this document by reference. Do not,use Andy's Frozen Custard with nther general conditions unless 4625 St• -.john Parkway this document is m6dified.-" 5anf6rd, FL"32771 The Architect: Nairne, leu) status, address, and nt{t8r r`njornratipn) Hufft 3612 Karnes r Boulevard Kansas City, M0,641 I I Telep hone 'Numher: 8 l 6-531-020() The Owiter and Contractor agree as follows. I Init. THE CONTRACT DOCUMENTS 2 THE WORK -OF THIS CONTRACT 3 DATE OFCOWAIENCLMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 8- MISCELLANEOUS PROVISIONS 9 ENUMERATIONOF CONTRACT DOCUMENTS 10 INSURANCE AND BONDS ARTICLE>I THE CONTRACT DOCUMENTS act "' The Contract.Qocuments consist ofthis Agreement, of the, Contract (General, Supoletn6nar 'y atio other Conditions), Drawings;'spe cified,tiois.Addei(faissued lridrto,exeCL101,0f,,thisAgreement, other d,oc.tbents listed. in d in this Agreement and -Modifications issued after execution of this Agreement, all orwlich.form the LontracLapd are asfully 5 parto,ftlie-Contract as if atta0bed,t10 this Agreeffient,or repeated, hereim 'the Contract,reptesents th& entire and integrated agreement betweenlhe.parties hereto and supersedes prior negotiations, representations -or agreements, I , ' either written or oral. An enumeration ofthe .Contract Documents, other than a Modification,, appears in, Article:9. ARTICLE THE WORK, OF THIS CONTRACT fi I rife Contractor shall .1tilly execute the Work described in the Contract, Docu ments, 'except as specifically indicated An the ContractDocuinents to be theresponsibilityoftithers. ARTICLE 'DATE OF COMMENCEMENT AND, SUBSTANTIAL COMPLETION 3.1 The (late of coin mencernent of the Work sh0l,be the date of this Agr.cement unless a different dAte,is stated below,or provision ilslnadcfor the,datc.to bcjixed in,Ja notice to proceed issueldl by the Owner, Inser'l, the daie4y'. 0mmiMce,menit tf it differs frons the date of this Agreen0pit or, ifqppficaole, stale, lhdrthe date. will befi ed in a h0fice to proceed.) 1. Notice of (,onitytencenierit to be established once: Bin Iding permit approval has been received 2 -Satisfactory verificatiowof construction funding'ftom Lender 3. 'Tentative Start DateT13D It', prior to the coffniteh&hient,of the Work, the Owner requires time to the mortgages and othersecurityinterests, the Owner's time requirement shall be as fbllows: 3.2 'rhe contraccrime shall be measured from the date ofcounine,ticentent, 3.3 The Contractor shall achieve Substantial Coinpletion of the entire, Wak'not later than One Hundred `twelve 1'12 ), days ffdrnthe date O f commet iceine it( or as follows: Inserl number qfcalendar days. A hernatively. a calendat,date inav be ttsod,when coordinated with the date q1' commememem. 11'appropriale, insei-ti-eqiiii-Ltiteniv.foi-eay-liei, , Vubmintial Cpmpleflon of certain portions , ql'the 2 Pict 1VtiI1gC CITY O SANFORD BUILDING &' FIRE PREVENTION` PERMIT APPLICATION Application No: (- — a I 10 h'S P&clu ented Construction Value: $ 800,000 Job Address: St_-Jzb_n's ar az-6a-ne Historic District: Yes [I No, -[R Parcel ID: Residential Commercial Type of Work: New IN Addition Alteration Repair Demo Change of Use Move Description of Work: New frozen custard store with drive-thru. 1,300 GSF with no indoor dining. Plan Review Contact Person: Kimball Hales Title: Architect Phone: 816.531.0200 Fax: 816.531.0201 Email: khales(a_hufft.com Property Owner Information Name Richard C. Wholfarth , Southgate Development LLC Phone: 407-350-9090 Street: 1642 Bridgewater Or. Resident of property? No City, State Zip: Lake Mary, FL 32746 Contractor Information Name TBD Phone: Street: Fax: City, State Zip: State License No.: Arch itectlEngineer Information Name: HuffF Phone: Street: 3612 Karnes Blvd, City, St, Zip: Kansas City, MO 64111 Bonding Company: Address: Fax: E-mail: 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: 5`h 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 thepublic 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. Si ture of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name A_ .i. l i•n•1i ire OS , e Notary , Notary Seal State of Missouri Platte County Commission # 1651 1519 Commission Expires September 15, 2020 Signature of Notary -State of Florida Date Owner/Agent is 'A Personally Known to Me or, Contractor/Agent is Personally Known to Me or Produced ID Type of ID 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: Yes No # of Heads APPROVALS COMMENTS: ZONING: UTILITIES: _ ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application M11 11 July 2017 Transmittal Project Project # Andy's Frozen Custard 17-412 St. Johns Parkway & Blue Topaz Lane Sanford, Florida From Architect H ufft 3612 Karnes Blvd. Kansas City, MO 64111 We Transmit: Via: For: The Following x Attached o Overnight Delivery LCourier x Approval/Action L Comment 0 Drawings L Submittals To City of Sanford - City Hall Building Department, 2nd Floor 300 N. Park Avenue Sanford, FL 32771 L Under Separate Cover L Mail LFax L Information L Distribution L Specifications L Material Samples L E-mail L Other L Use as requested L. Other: L Digital Files L. Other: Copies Date Format Description 5 6.23.2017 24" x 36" Construction Documents - For Bid/Permit 1 7.11.2017 8'/2"x11" Building Permit Application 1 1711.2017 ICD Electronic Version of items above Remarks: Please log for Plan Review. Contact me with any questions By: Kimball Hales, AIA Copies to: Augie Nichols, Rancher's Custard (Andy's Frozen Custard Franchisee) 3612 Karnes Blvd. Kansas City - MO 64111 P_ (816) 53102o0 F-(816)531.0201 HUFFICOM t;i E 107 o lSr JUL ' 417 , CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 111-7- 1 10 - a 5 _-- h >ll'S I Docurflented Construction Value: $ 800,000 4 e Job Address: hrl's ar luesot az—Lane Historic District: Yes No X Parcel ID: Residential Commercial FKI Type of Work: NewFX] Addition Alteration Repair Demo Change of Use . Move Description of Work: Plan Review Contact Person: Kimball Hales Title:. Architect Phone: 816.531.0200 Fax: 816.531.0201 Email: khales hufft.com Property Owner Information Name Richard C. Wholfarth . Southgate Development LLC Phone: 407-350-9090 Street: _ 1642 Bridgewater Dr. Resident of property? : No City, State Zip: Lake Mary, FL 32746 Contractor Information Name TBD Phone: Street City, State Zip: Fax: State License No.: Architect/Engineer Information Name: H1tfff Phone: Street: 3612 Karnes Blvd. Fax: City, St, Zip: Kansas City, MO 64111 E-mail: 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: 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. Si Lure of Owner/Agent Date Signature of Contractor/Agent Date r)II f ? 16S Print Owner/Agent's Name Print Contractor/Agent's Name v!- -f oAsn Notary Public, Notary Seal State of Missouri Platte County Commission # 1651 1519 My Commission Expires September 15, 2020 Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: June 30, 2015 of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: t- BUILDING:_ Permit Application CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: -407.688.5052 FAX: 407.688.5051 DATE: PERMIT NUMBER: /7 ( L O BUSINESS/PROJECT NAME: 'J, c- C u ADDRESS: CONTACT NAME: ''I PHONE: o ( v PLAN REVIEW INFORMATION CONSTR [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER []HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: v CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Docuthented Construction Value: $ 800,000 Job Address: St..Joh,_n'sParkwa_y and BI t Tnna a.ne Historic District: Yes No X Parcel ID: Residential Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: New frozen custard store with drive-thru. 1.300 GSF with no indoor dining. Plan Review Contact Person: Kimball Hales Title: Architect Phone: 816.531.0200 Fax: 816:531.0201 Email: khales(a)_hufft.com Property Owner Information Name Richard C. Wholfarth . Southgate Development LLC Phone: 407-350-9090 Street: 1642 Bridgewater Dr. Resident of property?.: No City, State Zip: Lake Mary, FL 32746 Contractor Information Name TBD Phone: Street: City, State Zip: Fax: State License No.: Arch itectlEngineer Information Name: Hufff Phone: Street: 3612 Karnes Blvd. Fax: City, St, Zip: Kansas City, M064111 E-mail: 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: 51h 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. Si ture of Owner/Agent Date Signature of Contractor/Agent Date bm 011 99 Print Owner/Agent's Name Print Contractor/Agent's Name 4_m2"d1.6_ -7 - d - I) Notary Public, Notary seal State of Missouri Platte County Commission # 1651 1519 My Commission Expires September 15, 2020 Owner/Agent is )( Personally Known to Me or Produced ID Type of ID Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy -Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes No UTILITIES: q 9 WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application f .911) CITY OF SANFORD 01,11 BUILDING & FIRE PREVENTION PERMIT APPLICATION 10ApplicationNo: — i d s P J Docu rhented Construction Value: S _ 800 000 Job Address: t .Inhn'e Ear ,gyp and BI to-=az-LaAe Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New ® Addition Alteration Repair, Demo Change of Use Move Description of Work: New frozen custard store with drive-thru 1,300 GSF with no indoor dining Plan Review Contact Person: Kimball Hal c Title: Architect Phone: 816.531.0200 Fax: 816.531.0201 Email• les o ' Property Owner Information D ifi LIL= Name Richard C. Wholfarth . Southgate Develo pr.ent LLC Phone: 407-350-9090 , Street; 1642 Bridgewater Dr. Resident of property? : Gln City, State Zip: Lake Mary. FL 32746 Contractor Information Name _ Venture Consta^uction Street: 204 Miller Springs Ct., Ste 100 City, State Zip: Franki In, TN 37064 Phone: 615-778-0402 Fax: 615-778-0001 State License No.: CGCM286 ArchitectlEngineer Information Name: H&I't Phone: Street: 3612Karnes Blvd Fax: _ City, St, Zip: Kansas City, M0 64111]E -mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN -YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOS'T'ED 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 OFCOMMENCEMENT. 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 constructioninthisjurisdiction. 1 understand that it separate permit must 'be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, Treaters, 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: 51" Edition (2014) Florida Building' Code Revised: June 30,2015 /" r - OD O le` < !F1 Permit Application 0 CH TIQ: 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 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, erecit 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. Si orOwner/Agent Date Si re of ConksctodAgent Dmf . wi%[1 f{a QCs 5 i4`r!!' Print OwnedAgent's Nome Print Contractor/Agent's Name n 3F1 10 Beal I rnrn1 cion 1166'1 11 fs19IY' Cam ae Onpires September 16, 202011 Owner/Agent isPersonalty Known to Me or Produced ID Type of ID Signature of Notary -State o F: k n k Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical mechanical [J-'Plumbing[2,""Gas Roof DIZ Construction Type: xAq Occupency Use: _ A.2 Flood Zone: Total Sq Ft of Bidg: / Cl(.Q Min. Occupancy Load: _ SA # of Stories: New Construction: Electric - # of Amps ban Plumbing - # of Fixtures o2_g-' Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit. Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: Revised: June 30, 2015 BUILDING: Pemtit Application COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100005 BUILDING APPLICATION #: 17-10000597 BUILDING PERMIT'NUMBER- 17-10000597 r x I 16 goo, DATE: August 18 2/ 174 UNIT ADDRESS: ST JOHNS PKWY 462S 29-19-30-511-0000-0060 TRAFFIC 'ZONE: 022 JURISDICTION: SEC:` TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK.: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: RANCHERS CUSTARD LLC ADDRESS; 2124 W. Chesterfield Boulevard Springfield SPRINGFIELD LAND USE: =E CREAM SHOP TYPE USE: WORK DESCRIPTION: CITY7SANFORD SPECIAL.'NOTES: 4625 ST JOHNS PKWY / ICE CREAM SHOP W/DRIVE THRU ONLY NO INTERIOR SEATING, I ----------------------------- FEE BENEFIT RATE` UNIT CALC UNIT: TOTAL DUE TYPE DIST, SCHED RATE UNITS TYPE; ROADS-ARTERIALS CO -WIDE ORD Special I , Use 2,S-16.95 1.302 unit 3,277,.06 RO-COLLECTORS NIA Special ,Use .00 1.302 unit .00 FIRE RESCUE N/A LIBRARY N/A . 00 SCHOOLS N/A . 00 PARKS N/A . 00 LAW ENFORCE N/A . 00 DRAINAGE N/A . 00 00 AMOUNT DUE 31277.06 STATEMENT / tot,- RECEIVED BY: e- 2 SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING-SIGNATORY./APPLICANT,: FAILURE TO NOTIFY OWNER AND ENSURK TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT NOTE** PERSON&ARE ADVISED!THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD,,, FIRE/RESCUE, LIBRARY AND/OR. EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT,ANY RIGHTS OF THE APPLICANT OR OWNER, L , U APPEAL THE CALCULATION OF ANY OFT HE ABOVE MENTIONED IMP., MUST BE EXERCISED BY FILING A WRITTEN REQUEST,WITHIN'45 CALE DAYS OF THE RECEIVING SIGNATURE.DATE'AB0VE,'BUT NOT'LATER TF CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVI MUST MEET THE REQUIREMENTS OF THE COUNTY -LAND DEVELOPMENT CC COPIES OF RULES GOVERNING APPEALS MAY BE,PICKED UP OR REQUE FROM THE I PLAN IMPLEMENTATION OFFICE: 1101 EAST FIR T-STREET, SIANF09D FL,, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO:- SEMINOLE COUNTY BUILDING DEPARTMENT 1101 EAST FIRST qTRFPT I OR CITY OF SANFORD THIS INSTRUMENT PREPARED BY: Name: Address: NOTICE OF COMMENCEMENT State of Florida County of Seminole GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUITCOURT & COMPTROLLER BK, 9040 P3 1089 (1P35 ) CLERK'S Y 2017126129 RECORDED 12/14/2017 09:25:33 AN RECORDING FEES $10.00 RECORDED BY hdevore Permit Number. 17.2110 Parcel ID Number: 29.19.30.511-0000-0060 The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida SStaattuutte} ss,, the following Information is provided in this Notice of Commencement. DESC P lONOOF 11nS PKWY, MoCacrM!n 32 of property and street address if available) ninihewpuIngcorucio, ru frozen custard store. OWNER INFORMATION: Name: Rancher's Custard Company Address: 2124 W Chesterfield Blvd, Box 9, Springfield, MO 65807 Fee Simple Title Holder (if other than owner) Name: Ozark Investment Properties, LLC. Address: 1125 E. Lakewood Street, Suite A, Springfield, MO 65810 CONTRACTOR: Name: Venture Construction Company Address: 204. Miller Springs Ct, STE 100, Franklin, TN 37064 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Llenors Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in It are true to the best of my knowledge and belief. v of E NtLkfi+' — iZ4.+o4+fa' Lv rra.o co Ownees Signature Ovmaes Printed Name C3 Florida Statute 713.13(1 xg):' The owner must sign the notice of commencement and no one also may be permitted to sign in his or her stead.' N State of Mt t!v5mt.tr N Countyof rl ECr` The foregoing Instrument was acknowledged before me this I I 4~ day ofCPr- v 20 l l by _a t. e Yit S Who Is personally known to me Name of person making statement OR who has produced Identification type of Identification produced: STATE OF LISMI / y y.y. W, jNotary Signature for 13, 0 at t t LEGIBILITY UNSAIISfAG1 URi FOR SCANNING Book9040/Page1089 CFN#2017126129 Page 1 of 1 CiRANaT I'IALOYr SE11INOLE Cowry CLE:RY OF C.TRCUIT COURT & CONF?ROLLER NOTICE OF COMMENCEMENTM 9034 Pss 1511-1512 QPW FS 713.13 CLERK'S a, 2017122490 THIS DOCUMENT MUST BE COMPLETED WHEN CONSTR( N q,14 O b511721 AN 2,500.00. RECORDED BYhdevore This instrument prepared by: Monica Massey Start Date: November 27, 2017 PERMIT #: 172110 TAX PARCEL #:29193051100000060 STATE OF Florida COUNTY OF Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property:Andy's Frozen Custard, 4625 St. John Parkway, Sanford, FL 32771 and street address if available) 2. General description of improvement(s): New Construction 3. Owner. Name: Rancher',Custard Company Address:21?4 fd,59 esterfield Blvd. Phone: Spnn 65807 Fax: a. Interest in property: b. Name and address of fee simple tiholder (if other than owner) Phone: 4. Contractor. Name:Venture Construe n Address:225 Noah Drive, S to 60, Franklin, TN 37064 Phone:615-778-0402 Fax:615-778-0001 Prepared by: Monica Massey 5. Surety: Name and Address: Phone: ax: Bond amount: 6. Lender. Name and Address: 0 Phone: Fax: 7. Persons within the State of Florida designated by Owner upon whom n' or other documents may be served as provided by section 713.13(1)(a)7, Florida Statutes: Name, address, phone number, and fax number). o 8. In addition to himself, Owner designates the following person(s) to receive a copy of'th ' nor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (Name, address, phone number, and fax number). 9. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified). WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT ROUST 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verification, pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Signature Of Owner)6ote: per Section 713.13(1)g, Florida Statutes (PRINT O 'S NAME) Signature of Owner or Owner's Authorized Officer/Director/Partner/Manager \ State of ) n Count Qf The fo agoing instrumept cknowled: edebefore me thisQJa M iay of " O% byPN 1. WZd Who' 111 persona111r ggM +" ^&or has produced as identification, and did ake an oath did not take an oath. Prin name: ota signature: d31>?. meal) r j o r 5h l i iV Z1 t s L tRE 1. O INSPECTION° SEQUENCE BP# 17-2510 ADDRESS: 4625 St. Johns Parkway BLJIT-DING PERMIT Min Max Inspection Description 10 Footer / Setback Plumbing Underground Stemwall 10 Slab / Mono Slab Plumbing Tubset Lintel / Tie Beam /Fill / Down Cell Plumbing Sewer Sheathing — Walls 20 Sheathing -Roof 30 Roof Dry In 40 Frame 50 Insulation Rough Firewall Screw Pattern 60 Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence 1000 Final Commercial — Final Commercial — Addition / Alteration Final Commercial— Change of Use Final Building (Other) REVISED: June 2014 X ' ELECTRICAL PERMIT Min Max Inspection Descri ti 10 Electric Undergrounc l0 Footer / Slab Steel Bc Electric Ceiling Rou€ Electric Wall Rough 20 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final P Mei NG'AiRMw Min Max Ins ection Description Rough _Plumb 10 Plumbing Underground 20 Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam /Chill Water Rough 1000 Plumbing Final " Revision Response to Comments Permit # 17-2110 mr.. ..sem..-. ., ..•. _... .. ,.,....._, ..e. .», .. . _,. ...-e..,. .. City of Sanford., OCT 2 4 2017 „ Building & Fire Preventior''Division s Ph: 407:688.5150 Fax: 407.688.5152' Email: building@sanfordfl.gov Submittal Date 10.19.2017 Project Address: Blue Topaz Lane, Sanford, FL Contact: Roger Bost Ph: 816-531-0200 Fax: Email: rbost@hufft.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: Revised restroom layout Revised restroom layout Requested sets of Plans ROUTING INFORMATION Department Approvals Utilities Waste Water O Planning Engineering Fire Prevention Building i October 19, 2017 Joy Deen, Plans Examiner City of Sanford Building Division 300 N. ParkAve. Sanford, Florida 32771 Phone: (4o7) 688-5150 Email: iov.deenRsanfordfl.ciov RE: Andy's Frozen Custard Application Number: 17-2110 Dear Mr. Deen, Modifications have been made to the drawings submitted on July 11, 2017 based on the comments received October 2, 2017. Please see the below comments and associated attachments. ARCHITECTURAL 1. Sheet A000. Based on use of Building the Occupancy Classification is A-2 and not F-1. Section 301.1, Florida Building Code 51" Edition (2017). Hufft Comment: Reference sheet A000 for revision. 2.. Sheet A603. Restroom Accessory Schedule (comments) note for RA -1. Refer to accessibility diagrams sheet A001. No Diagrams on sheet A001. Hufft Comment: Reference sheet A002 for accessibility diagrams. STRUCTURAL 1. Two sets of site specific Florida Product Approval or Miami Dade County Notice of Acceptance must be submitted for all windows, doors, storefronts and roofing systems. Florida Product Approval number will end in a .1 .2 .3 .12 number etc. Mettemeyer Comment: Reference attached Florida Product Data. 2. Sheet S200. Foundation notes, See Plans or Per Plans. Not specific as to location of details. Cannot locate any details ortables for dimensions. Mettemeyer Comment: Reference Sheet S200, Per Plan dimension references removed and dimensional values provided on details. MECHANICAL 1. Two sets of Energy Forms must be submitted. MFEC Comment: Refer to the attached forms. 3612 Karnes Blvd, Kansas City— MO 64111 P —(816) 531-0200 HUFFT.COM i 10_19_2017 2 PLUMBING 1. Based on Occupancy load of 52, table 403.1 Florida Building Code, Plumbing, requires one male and one female bathroom. MFEC Comment: Separate facilities were added as required. 2. Section 403.2 Florida Building Code, Plumbing. Toilet room location. Toilet rooms shall not open directly into a room used for the preparation of food for service to the public. MFEC Comment: Toilet facilities were revised with doors opening to the exterior. 3• Submit two sets of revised plans addressing all above comments. MFEC Comment: Two sets of plans will be provided. Should you require any further clarifications, please do not hesitate to contact me. Sincerely, Roger Bost Hufft Projects Attached: 5) sets of revised/requested drawings 2) sets of Energy Forms 2) sets of Florida Product Data Approvals 1) City of Sanford Revision Form 3612 Karnes Blvd, Kansas City_ MO 64111 P — (816) 531-0200 HUFFT.COM October 19, 2017 Joy Deen, Plans Examiner City of Sanford Building Division 300 N. Park Ave. Sanford, Florida 32771 Phone: (407) 688-5150 Email: iov.deenPsanfordfl.clov RE: Andy's Frozen Custard Application Number: 17-2110 Dear Mr. Deen, Modifications have been made to the drawings submitted on July 11, 2017 based on the comments received October 2, 2017. Please see the below comments and associated attachments. ARCHITECTURAL 1. Sheet A000. Based on use of Building the Occupancy Classification is A-2 and not F-1. Section - 301.1, Florida Building Code 51h Edition (2017). HufftComment: Reference sheet A000 for revision. 2. Sheet A603. Restroom Accessory Schedule (comments) note for RA -1. Refer to accessibility diagrams sheet A001. No Diagrams on sheet A001. Hufft Comment: Reference sheet A002 for accessibility diagrams. STRUCTURAL 1. Two sets of site specific Florida Product Approval or Miami Dade County Notice of Acceptance must be submitted for all windows, doors, storefronts and roofing systems. Florida Product Approval number will end in a .1 .2 .3 .12 number etc. Mettemeyer Comment: Reference attached Florida Product Data. 2. Sheet S200. Foundation notes, See Plans or Per Plans. Not specific as to location of details. Cannot locate any details or tables for dimensions. Mettemeyer Comment: Reference Sheet S200, Per Plan dimension references removed and dimensional values provided on details. MECHANICAL 1. Two sets of Energy Forms must be submitted. MFEC Comment: Refer to the attached forms. 3612 Karnes Blvd, Kansas City — MO 64111 P — (816) 531-0200 HUFFT.COM 10-19-2017 PLUMBING 1. Based on Occupancy load of 52, table 403.1 Florida Building Code, Plumbing, requires one male and one female bathroom. MFEC Comment: Separate facilities were added as required. 2. Section 403.2 Florida Building Code, Plumbing. Toilet room location. Toilet roams shall not open directly into a room used for the preparation of food for service to the public. MFEC Comment: Toilet facilities were revised with doors opening to the exterior. 3. Submit two sets of revised plans addressing all above comments. MFEC Comment: Two sets of plans will be provided. Should you require any further clarifications, please do not hesitate to contact me. Sincerely, Roger Bost H ufft Projects Attached: 5) sets of revised/requested drawings 2) sets of Energy Forms % 2) sets of Florida Product Data Approvals 1) City of Sanford Revision Form i 2 3612 Karnes Blvd, Kansas City_ MO 64111 P _ (816) 531-0200 HUFFT.COM ; i Rvision City of Sanford Response to Comments ® Building & Fire Prevention Division i Ph: 407.688.5150 Fax: 407.688.5152,, l Email: building@sanfordfl.gov f Permit # 17-2110 r Submittal Date 10.19.2017 Project Address: Blue Topaz Lane, Sanford, FL ' Roger BostContact: g I Ph: 816-531-0200 Fax: w Email: roost@hufft.com Trades encompassed in revision: General description of revision: Building Revised restroom layout Plumbing Revised restroom layout Electrical Mechanical Requested sets of Plans b: Life Safety Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building 14400 4 0( as '° s 3 . ,S • p6 A 70/ Oo o`•F / aZ O d ay9 a ., Y 3 0 ,ams A- s o z o ID 4 Z0 Z / o -/S sQ o 4f a Z qt 2- rr I S A- S'o 7 46-108 So p6 Permit 4 Projectject Address: Contact: Ph: Email: Trades encompassed in revision: gBuilding 1020V - Ro flumbing WPITI-ectrical. U04chanical D-Life-Safety- D Waste Water Submittal Date Yo k 'j -) Fax: 7 - City . of Sanford, Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov w General description of revision: ROUTING INFORMATION 1Ip&rtrnenl Approvals Utilities Wfaste Water Mannin NOOrngineering Fire Prevention 6 uilding JUL a k 5 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 111-7— 0 a5 c _hos Docu ented Construction Value: $ 800,000 Job Address: _ St -John's Pgray andBhp_Tnnaz-tape Historic District: Yes No X Parcel ID: Residential Commercial FRI Type of Work: New M Addition Alteration Repair Demo Change of Use Move Description of Work: _ New frozen custard store. with drive-thru. 1.300 GSF with no indoor dining Plan Review Contact Person: Kimball Hales U lP Title: Architect Phone: 816.531.0200 Fax: 816.531.0201 Property Owner Information Name Richard C. Wholfarth . Southgate Development LLC Phone: 407-350-9090 Street: 1642 Bridgewater Dr. Resident of property? : No City, State Zip: Lake Mary, FL 32746 Contractor Information Name TBD Phone: Street: City, State Zip: Fax: State License No.: Architect/Engineer Information Name: Hlifft. Phone: Street: 3612 Karnes Blvd. Fax: City, St, Zip: Kansas City, MO 64111 E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. 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: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 i__ , , _. - .. . 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. Sig tureofOwner/AgentDte Y,, Signature of Contractor/Agent Date q les Print Owner/Agent's Name Print Contractor/Agent's Name Notary Public State of Platte Commission Commission EXDlrc Notary Seal e Missouri ounty 16511519 September 15, 2020 Signature of Notary -State of Florida Date Owner/Agent is )( Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID 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. Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: June 30, 2015 UTILITIES: FIRE: WASTE WATER: BUILDING: Permit Application Revision 11 4° y City of Sanford Response to Comments 11Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 `. Email: buildin @sanfordfl.gov9 . R Permit # Submittal Date Project Address: Li (9 -s-E -Ybk rJ-5 Contact:.... _ .. __ . AA .. _ _.. _.. tiU. .... Ph• Fax: Email: . Trades encompassed in revision: General description of revision: Building lumbing lectrical g0fechanical 0—Life-Safety-- El L-ifeSafety El Waste Water ROUTING INFORMATION Department Approvals Utilities aste Water Fire Prevention uilding t - City of SanfordRevision E 3 T F Response to Comments Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Submittal Date Project Address: 4 (9 -E::3Ok t S Contact:......._..N:4 Ph: Email: Fax: w Trades encompassed in revision: General description of revision: Building Iumbing A- lectrical 1 0QAechanical 0—Life-Safety--- EJ L- ifeSafetyC7WasteWater Department ROUTING INFORMATION Approvals aste Water 1 I - lannmg _ ngineering Fire Prevention wilding Revision Response to Comments C City of Sanford 7- 1 9 & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152r—KM Email: building@sanfordfi.00v 17-2110 J 11.16.2017Permit # ubmittal Date lProjectaddress: Blue Topaz Lane, Sanford, FL Contact: Roger Bost Ph: 816-531-0200 Fax: Email: rbost@hufft.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities 0- Waste Water Planning Engineering Fire Prevention 11 Building General description of revision: Grease Interceptor removed from ME1 5heet. Reference Civil for continuation. ROUTING INFORMATION Approvals November 16, 2017 Joy Deen, Plans Examiner City of Sanford Building Division 300 N. Park Ave. Sanford, Florida 32771 Phone: (407) 688-5150 Email: ioy.deenPsanfordfl.ciov RE: Andy's Frozen Custard Application Number: 17-2110 Dear Mr. Deen, Modifications have been made to the drawings submitted on July 11, 2017 based on the comments received November g, 2017 from Hope Duncan, Environmental Coordinator, Utilities Department. Please see the below comments and associated attachments. MECHANICAL, ELECTRICAL, PLUMBING 1. On sheet M3, please add grease interceptor and sampling box detail attached. MFEC Comment: All references to the grease interceptor have been removed from ME1. Refer to Civil drawings for grease interceptor and sampling box details. 2. On sheet ME1, the sampling box location has not been added as requested. It can't be located in a parking spot as it must be accessible at all times for inspection and cleaning. Then, you must show the grease waste line after the interceptor wyeing together with the sanitary waste line prior to entering the sample box. The sample box can only have one inlet. Please revise. MFEC Comment: All references to the grease interceptor have been removed from ME1. Refer to attached drawing and refer to Civil drawings for grease interceptor and sampling box details. 3. Sheet M1 states "refer to sheet ME1 for continuation of underground grease waste and waste." But on sheet ME1, you do not show the grease waste line connection to the interceptor and then after the interceptor you do not show the grease waste line and sanitary line wyeing together prior to entering the sample box. Please revise. MFEC Comment: All references to the grease interceptor have been removed from ME1. Refer to attached drawing and refer to Civil drawings for grease interceptor and sampling box details. Should you require any further clarifications, please do not hesitate to contact me. Sincerely, Roger Bost Hufft Projects Attached: 2) sets of revised/requested drawings 3612 Karnes Blvd, Kansas City_ MO 64111 P-(816) 531-0200 HUFFT.COM Revision 11 City of Sanford Response to Comments 0 Building & Fire Prevention Division Ph: 407.688.5150 Fax. 407.688.5152 Email: building@sanfordfl.gov Permit 4 Project 'Address: Contact: Ph: Email: Submittal Date Fax: Trades encompassed in revision: General description of revision: OoBuilding MO rIumbing UO Oechanical L6 fj E]—UfeSafety A Waste Water Fire Prevention rte. x...-, - - ? .} ..-- - i Revision 1 V City of Sanford Response to Comments „ y ;, j Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Project Address: 4 Contact• ..._.. __ Ph: Email: Trades encompassed in revision: Buildin Submittal Date 3-0k (,J 5 Fax: General description of revision: g 000 lumbing ectrical e Ofeocohoa L-ife Safety D Waste Water Department wouwt, ilities aste Water fanning 900!rngineering Fire Prevention uilding ROUTING INFORMATION Approvals Revision -.;. 1 City of Sanford. Response to Comments ® ingg Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 irk„I J F6. i 1 Email: building@sanfordfl.gov 2 Permit # 17-2110 - ubmittal Date 11.16.2017 Project Address: Blue Topaz Lane, Sanford, FL Contact: Roger Bost Ph: 816-531-0200 Email: rbost@hufft.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department EYUtilities Waste Water Planning Engineering Fire Prevention Building Fax: General description of revision: Grease Interceptor removed from ME1 s eet. Reference Civil for continuation. ROUTING INFORMATION Approvals r Hufft November 16, 2017 Joy Deen, Plans Examiner City of Sanford Building Division 300 N. Park Ave. Sanford, Florida 32771 Phone: (407) 688-5150 Email: *oy.deenPsanfordfl.gov RE: Andy's Frozen Custard Application Number: 17-2110 Dear Mr. Deen, Modifications have been made to the drawings submitted on July 11, 2017 based on the comments received November g, 2017 from Hope Duncan, Environmental Coordinator, Utilities Department. Please see the below comments and associated attachments. MECHANICAL, ELECTRICAL, PLUMBING 1. On sheet M3, please add grease interceptor and sampling box detail attached. MFEC Comment: All references to the grease interceptor have been removed from ME1. Refer to Civil drawings for grease interceptor and sampling box details. 2. On sheet ME1, the sampling box location has not been added as requested. It can't be located in a parking spot as it must be accessible at all times for inspection and cleaning. Then, you must show the grease waste line after the interceptor wyeing together with the sanitary waste line prior to entering the sample box. The sample box can only have one inlet. Please revise. MFEC Comment: All references to the grease interceptor have been removed from ME1. Refer to attached drawing and refer to Civil drawings for grease interceptor and sampling box details. 3. Sheet M1 states "refer to sheet ME1 for continuation of underground grease waste and waste." But on sheet ME1, you do not show the grease waste line connection to the interceptor and then after the interceptor you do not show the grease waste line and sanitary line wyeing together prior to entering the sample box. Please revise. MFEC Comment: All references to the grease interceptor have been removed from ME1. Refer to attached drawing and refer to Civil drawings for grease interceptor and sampling box details. Should you require any further clarifications, please do not hesitate to contact me. Sincerely, Roger Bost Hufft Projects Attached: 2) sets of revised/requested drawings 3612 Karnes Blvd, Kansas City — MO 64111 P — (816) 531-0200 HUFFECOM Revision Response to Comments 10 Permit # 17-2110 iSanfordCtyof ingg Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov ubmittal Date 11.16.2017 a Project address: Blue Topaz Lane, Sanford, FL Contact: Roger Bost Ph: 816-531-0200 Email: rbost@hufft.Com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department D' Utilities Wasteftt r Planning Engineering Fire Prevention Building Fax: General description of revision: Grease Interceptor removed from ME1 s eet. Reference Civil for continuation. ROUTING INFORMATION Approvals November 16, 2017 Joy Deen, Plans Examiner City of Sanford Building Division Soo N. Park Ave. Sanford, Florida 32771 Phone: (407) 688-5150 Email: iov.deenr sanfordfl.gov RE: Andy's Frozen Custard Application Number: 17-2110 Dear Mr. Deen, Modifications have been made to the drawings submitted on July 11, 2017 based on the comments received November g, 2017 from Hope Duncan, Environmental Coordinator, Utilities Department. Please see the below comments and associated attachments. MECHANICAL, ELECTRICAL, PLUMBING 1. On sheet M3, please add grease interceptor and sampling box detail attached. MFEC Comment: All references to the grease interceptor have been removed from ME1. Refer to Civil drawings for grease interceptor and sampling box details. 2. On sheet ME1, the sampling box location has not been added as requested. It can't be located in a parking spot as it must be accessible at all times for inspection and cleaning. Then, you must show the grease waste line after the interceptor wyeing together with the sanitary waste line prior to entering the sample box. The sample box can only have one inlet. Please revise. MFEC Comment: All references to the grease interceptor have been removed from ME1. Refer to attached drawing and refer to Civil drawings for grease interceptor and sampling box details. 3. Sheet M1 states "refer to sheet MEl for continuation of underground grease waste and waste." But on sheet ME1, you do not show the grease waste line connection to the interceptor and then after the interceptor you do not show the grease waste line and sanitary line wyeing together prior to entering the sample box. Please revise. MFEC Comment: All references to the grease interceptor have been removed from ME1. Refer to attached drawing and refer to Civil drawings for grease interceptor and sampling box details. Should you require any further clarifications, please do not hesitate to contact me. Sincerely, Roger Bost Hufft Projects Attached: 2) sets of revised/requested drawings 3612 Karnes Blvd, Kansas City_ MO 64111 P _ (816) 531-0200 HUFFT.COM I7 - AL 4 x. SCIS Home Log In ( User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC staff SCIS Site Map Links Search Florida pr Product Approval USER: Public User3uYFE, MITral U "1 _ Product Aooroval Menu > Application etas FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL10008-R3 Revision 2014 Approved X Kawneer Company, Inc. 555 Guthridge Court Norcross, GA 30092 770)840-6426 tanya.dolby@alcoa.com Tanya Dolby tanya.dolby@alcoa.com Tanya A. Dolby 555 Guthridge Court Norcross, GA 30092 770)840-6426 tanya.dolby@alcoa.com Mr. Scott Near 500 East 12th Street Bloomsburg, PA 17815 570)784-8000 scott.near@alcoa.com Panel Walls Storefronts Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer OEvaluation Report - Hardcopy Received Warren W. Schaefer PE -44135 Architectural Testing, Inc. 12/31/2018 James L. Buckner, P.E. @ CBUCK, Inc. OO Validation Checklist - Hardcopy Received FL10008 R3 COI Certification of indeoendence.pdf Standard Year AAMA 501 2005 ASTM E330 2002 ASTM E331 2000 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 01/29/2015 02/06/2015 02/10/2015 04/15/2015 08/03/2017 FL # Model, Number or Name Description 10008.1 TRI -FAB 451T Non -Impact Store Front System Limits of Use Installation Instructions Approved for use in HVHZ: No FL10008 R3 II Drawina 1553.Ddf Approved for use outside HVHZ: Yes Verified By: Warren W. Schaefer PE 44135 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Storefront size, pressure, assembly, and installation FL10008 R3 AE evaluation report WWS-137.Ddf reclurements shall be in accordance with the attached drawing Created by Independent Third Party: Yes No. 1553. Pressure shall be calculated in accordance with the FBC-Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: N ® RE E Credit Card Safe W.W. Schaefer Engineering & Consulting, P.A. (CA #6809) 7480 150th Court North Palm Beach Gardens, FL 33418 Phone (561)744-3424 CERTIFICATION OF INDEPENDENCE FOR EVALUATION Let it be known that neither Warren W. Schaefer, P.E. nor W. W. Schaefer Engineering & Consulting, P.A. has nor will have any ties, financial or otherwise, with any company manufacturing, distributing or installing products that are evaluated by Warren W. Schaefer, P.E., except as contracted by those companies to provide engineering services as required for product approval evaluations and submittals. In addition, neither Warren W. Schaefer, P.E. nor W. W. Schaefer Engineering & Consulting, P.A. has nor will have any ties, financial or otherwise, with any entity involved in the approval process of the products being evaluated including the test laboratory that has tested the applicable product(s). Sincerely, f JAN 0 6 2015 Warren W`Schaefer, P.E. Florida-'P.E. No. 44135 t Revision Response to Comments ® ku" OCT 2 4 2097 Permit # 17-2110 Submittal Date Project Address: Blue Topaz Lane, Sanford, FL Contact: Roger Bost Ph: 816-531-0200 Fax: Email: rbost@hufft.com Trades encompassed in revision: Building Plumbing Electrical Z Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov 10.19.2017 General description of revision: Revised restroom lavout Revised restroom layout UUD Requested sets o Rins ROUTING INFORMATION Approvals F.. R gra s r . + e" .^.,,..,. Il BCIS Home ( Log In A ( User Registration oHot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map ( Links Search Florida 0 Product ApprovalPUSER: Public User PERMIT Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL14083-R14 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ( Product Manufacturer Carlisle SynTec Systems Address/Phone/Email 1285 Ritner Highway P.O. Box 7000 Carlisle, PA 17013 717)245-7000 maIpezzi@syntec.carlisle.com Authorized Signature Joe Malpezzi malpezzi@syntec.carlisle.com Technical Representative Robert Patton Address/Phone/Email 1555 Ritner Highway Carlisle, PA 17013 717)245-7264 Robert. PAT-rON@syntec.carlisle.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Single Ply Roof Systems Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert J. M. Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 08/24/2018 Validated By John W. Knezevich, PE OO Validation Checklist - Hardcopy Received Certificate of Independence FL14083 R14 COI 2017 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D6878 2008 FM 4470 1992 FM 4474 2004 UL 1897 2004 Equivalence of Product Standards Certified By F. L_ Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/30/2017 Date Validated 02/06%2017 'v '; Date Pending FBC Approval U.. 02/08/2017 Date Approved 04/04/2017 Date Revised 08/30/2017 Summary of Products FL # Model, Number or Name Description 14083.1 Carlisle Sure -Weld TPO Single Ply Thermoplastic Olefin (TPO) Single Ply Roof Systems Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL14083 R14 II 2017 01 FINAL Al ER CARLISLE SURE - WELD TPO FL14083-R14.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert 1. M. Nieminen PE - 59166 Design Pressure: +N/A/ -495 Created by Independent Third Party: Yes Other: 1.) The design pressure in this application relates to Evaluation Reports one particular assembly. Refer to the ER Appendix all systems FL14083 R14 AE 2017 01 FINAL ER CARLISLE SURE - WELD TPO FL14083-R14.odfmax. design presssures. 2.) Refer to ER, Section 5 for Limits of Use. 3.) This Product Approval is for Non-HVHZ jurisdictions. Created by Independent Third Party: Yes Refer to FL16440 for HVHZ. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 999 Credit Card Safe 7 EVALUATION REPORT Carlisle SynTec Systems P.O. Box 7000 Carlisle, PA 17013 SCOPE: EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report C33680.09.10-1114 FL14083-1114 Date of Issuance: 09/08/2010 Revision 14: 01/30/2017 This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 51h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Carlisle Sure -Weld TPO Single Ply Roof Systems LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6, plus a 57 -page Appendix. Prepared by: Robert J.M. Nieminen, P.E. C The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 01/30/2017. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to theFloridaRegistrationNo. 59166, Florida DCA ANE1983 Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. i .- J ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Single Ply Roof Systems Compliance Statement: Carlisle Sure -Weld TPO Single Ply Roof Systems, as produced by Carlisle SynTec Systems, have demonstrated compliance with the following sections of the Sth Edition (2014) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind FM 4474 2004 1504.3.1 Wind UL 1897 2004 1504.7 Impact FM 4470 1992 1507.13.2 Physical Properties ASTM D6878 2008 3. REFERENCES: Entity Examination Reference Date ACRC (TST4671) Wind 07-051 08/29/2007 ACRC(TST4671) Wind 07-059 10/15/2007 ACRC(TST4671) Wind 10-009 05/19/2010 ACRC(TST4671) Wind 10-018 08/25/2010 ACRC(TST4671) Wind 10-019 08/25/2010 ACRC(TST4671) Wind 11-034 06/28/2011 ACRC(TST4671) Wind 11-035 06/28/2011 ACRC(TST4671) Wind 11-036 06/29/2011 ACRC(TST4671) Wind 11-037 06/29/2011 ACRC(TST4671) Wind 15-002 03/30/2015 ACRC(TST4671) Wind 15-008 04/02/2015 ACRC(TST4671) Wind 15-009 04/06/2015 ACRC(TST4671) Wind 15-011 07/07/2015 ACRC(TST4671) Wind 15-012 07/07/2015 ACRC(TST4671) Wind 15-015 07/09/2015 ACRC(TST4671) Wind 15-016 07/09/2015 ACRC(TST4671) Wind 15-018 07/10/2015 ACRC(TST4671) Wind 15-019 07/14/2015 ACRC(TST4671) Wind 15-020 07/14/2015 ACRC(TST4671) Wind 15-021 07/15/2015 ACRC(TST4671) Wind 15-037 12/28/2015 ACRC(TST4671) Wind 15-038 12/28/2015 ACRC(TST4671) Wind 15-041 12/30/2015 ACRC(TST4671) Wind 15-043 01/04/2016 ACRC(TST4671) Wind 15-045 01/11/2016 ACRC(TST4671) Wind 15-046 01/11/2016 ACRC(TST4671) Wind 15-047 01/12/2016 ATI (TST1588) FM 4470 01-37050.01 03/13/2000 ATI (TST1588) FM 4470 01-39152.01 03/28/2001 ATI (TST1588) Physical Properties 01-37490.01 05/26/2004 ATI (TST1588) FM 4470 63524.01-111-47 03/16/2006 ATI (TST1588) FM 4470 76506.01-111-47 09/06/2007 ATI (TST1588) FM 4470 77891.01-111-47 10/26/2007 ATI (TST1588) FM 4474 C1141.01-109-18 09/13/2012 ATI (TST1588) TAS 114 D7772.01-109-18 07/09/2014 ATI (TST1588) TAS 114 D7772.02-109-18 07/14/2014 ATI (TST1588) TAS 114 E4981.01-109-18 02/26/2015 CTL(TST1577) FM 4474 CTLA-105R 10/13/2008 CTL(TST1577) FM 4474 CTLA-105R-1 10/13/2008 CTL(TST1577) FM 4474 CTLA-105R-2 10/13/2008 Exterior Research and Design, U.C. Evaluation Report C33680.09.10 -R14 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL14083-R14 Revision 14: 01/30/2017 Page 2 of 6 Q0TPuNjTYjERD Entity Examination Reference Date CTL(TST1577) FM 4474 CTLA-106R 10/16/2008 CTL(TST1577) FM 4474 CTLA-106R-1 10/16/2008 CTL(TST1577) FM 4474 CTLA-106R-2 10/16/2008 CTL(TST1577) FM 4474 CTLA-106R-3 10/16/2008 CTL(TST1577) FM 4474 CTLA-106R-4 10/16/2008 CTL(TST1577) TAS 117 CTLA 111R 01/13/2009 PRI CMT(TST5878) FM 4474 CST -016-02-01 05/04/2011 PRI CMT(TSTS878) FM 4474 CST -016-02-01 05/05/2011 ERD (TST 6049) Physical Properties U0215.05.06-1 05/30/2006 ERD (TST 6049) FM 4470 E9490.03.08 03/25/2008 ERD (TST 6049) Physical Properties C32760.01.11 01/19/2011 ERD (TST 6049) Physical Properties A35880.04.12 -R1 10/26/2012 ERD (TST 6049) Physical Properties C46470.07.14 -1A 07/16/2014 ERD (TST 6049) Physical Properties C46470.07.14-113 07/16/2014 ERD (TST 6049) Physical Properties C46470.07.14 -4-R1 07/21/2014 ERD (TST 6049) Physical Properties C46470.07.14 -2A 07/30/2014 ERD (TST 6049) Physical Properties C46470.07.14-213 07/30/2014 ERD (TST 6049) FM 4470/4474 SC10010.02.16 02/29/2016 ERD (TST 6049) FM 4470/4474 13380.01.17 01/27/2017 ERD (TST 6049) FM 4470/4474 CEL-SC13450.01.17 01/31/2017 FM Approvals (TST1867) FM 4470 3Z9A1.AM 10/15/1997 FM Approvals (TST1867) FM 4470 3001580 11/16/1998 FM Approvals (TST1867) FM 4470 3001522 03/26/1999 FM Approvals (TST1867) FM 4470 3003393 03/30/1999 FM Approvals (TST1867) FM 4470 3003337 06/11/1999 FM Approvals (TST1867) FM 4470 3006110 06/13/2001 FM Approvals (TST1867) FM 4470 3011329 06/10/2002 FM Approvals (TST1867) FM 4470 3012879 04/04/2003 FM Approvals (TST1867) FM 4470 3013584 06/27/2003 FM Approvals (TST1867) FM 4470 3014692 08/05/2003 FM Approvals (TST1867) FM 4470 3016355 09/15/2003 FM Approvals (TST1867) FM 4470 3019890 12/16/2004 FM Approvals (TST1867) FM 4470/4474 3017662 06/07/2005 FM Approvals (TST1867) FM 4470/4474 3023032 07/20/2005 FM Approvals (TST1867) FM 4470/4474 3018631 11/03/2005 FM Approvals (TST1867) FM 4470/4474 3023999 11/08/2005 FM Approvals (TST1867) FM 4470/4474 3020845 01/25/2006 FM Approvals (TST1867) FM 4470/4474 3021941 03/20/2006 FM Approvals (TST1867) FM 4470/4474 3023340 03/20/2006 FM Approvals (TST1867) FM 4470/4474 3023458 07/18/2006 FM Approvals (TST1867) FM 4470/4474 3024593 07/27/2006 FM Approvals (TST1867) FM 4470/4474 3022174 09/25/2006 ` FM Approvals (TST1867) FM 4470/4474 3021235 06/01/2007 FM Approvals (TST1867) FM 4470/4474 3026964 07/25/2007 FM Approvals (TST1867) FM 4470/4474 3028438 08/22/2007 FM Approvals (TST1867) FM 4470/4474 3031350 09/27/2007 FM Approvals (TST1867) FM 4470/4474 3030536 10/09/2007 FM Approvals (TST1867) FM 4470/4474 3028655 11/09/2007 FM Approvals (TST1867) FM 4470/4474 3026951 01/21/2008 FM Approvals (TST1867) FM 4470/4474 3031349 05/13/2008 FM Approvals (TST1867) FM 4470/4474 3031765 07/21/2008 FM Approvals (TST1867) FM 4470/4474 3029840 09/08/2008 FM Approvals (TST1867) FM 4470/4474 3033217 12/08/2008 FM Approvals (TST1867) FM 4470/4474 3034985 12/15/2008 FM Approvals (TST1867) FM 4470/4474 3034066 04/14/2009 FM Approvals (TST1867) FM 4470/4474 3034776 08/07/2009 FM Approvals (TST1867) FM 4470/4474 3037400 09/02/2009 FM Approvals (TST1867) FM4470/4474 3033356 10/09/2009 FM Approvals (TST1867) FM4470/4474 3034297 11/13/2009 FM Approvals (TST1867) FM 4470/4474 3040639 08/11/2010 FM Approvals (TST1867) FM 4470/4474 3036762 03/08/2011 FM Approvals (TST1867) FM 4470/4474 3041535 06/08/2011 Exterior Research and Design, U.C. Evaluation Report C33680.09.10-1134 Certificate ojAuthorization #9503 FBC NON-HVHZ EVALUATION FL14083-1114 Revision 14: 01/30/2017 Page 3 of 6 Entity FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) Miami -Dade (CER1592) Miami -Dade (CER1S92) Miami -Dade (CER1592) UL, LLC. (TST9628) UL, LLC. (QUA9625) 4. PRODUCT DESCRIPTION: Examination FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 Fastener Tension Loading FM4470/4474 FM 4470/4474 FM4470/4474 FM4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM4470/4474 FM 4470/4474 FM4470/4474 FM4470/4474 FM4470/4474 FM4470/4474 FM 4470/FM 4474 FM4470/4474 FM 4470/FM 4474 FM 4470/FM 4474 Wind Uplift Certification Wind Uplift Certification Wind Uplift Certification UL 1897 Quality Control i Reference 3039340 3043858 3041797 3039073 1X9A4.AM, 3000919, 3041535, 3044748 3040260 3041799 3043824 3039762 3047327 3040639 3043858 3042075 3049189 3048753 3051392 (data) 3054838 3055462 3050229 3058125 3055167 3056745 3058125 12-0216.01 13-0617.20 13-0307.02 08CA15815 Inspection Report Date 06/24/2011 08/25/2011 10/13/2011 11/22/2011 12/06/2011 02/27/2012 03/29/2012 04/06/2012 09/07/2012 09/13/2012 09/18/2012 09/25/2012 10/23/2012 03/11/2014 09/16/2014 10/15/2014 02/13/2015 04/01/2015 01/25/2016 02/04/2016 02/10/2016 09/28/2016 12/06/2016 03/08/2012 09/05/2013 09/26/2013 10/22/2008 08/24/2016 The following roof covers are mechanically attached or fully adhered to Approved substrates using fasteners, stress plates and adhesives, as outlined in the Limitations / Conditions of Use herein. 4.1 Sure -Weld membranes are nominal 45 -mil (1.1 -mm) or 60 -mil (1.5 -mm) thick, polyester -scrim reinforced, thermoplastic olefin (TPO) single -ply roof membranes. 4.2 Sure -Weld EXTRA membranes are nominal 72 -mil (1.8 -mm) or 80 -mil (2.0 -mm) thick, polyester -scrim reinforced, thermoplastic olefin (TPO), single -ply roof membranes. 4.3 Sure -Weld HS membranes are nominal 60 -mil (1.5 -mm) thick, polyester -scrim reinforced, thermoplastic olefin TPO) single -ply roof membranes. 4.4 Spectro-Weld membranes are nomina1.60-mil (1.5 -mm) or 80 -mil (2.0 -mm) thick, polyester -scrim reinforced, thermoplastic olefin (TPO) single -ply roof membranes. 4.5 Sure -Weld FleeceBACK 100, 115 or 135 membranes are nominal 45 -mil (1.1 -mm), 60 -mil (1.5 -mm) or 80 -mil 2.0 -mm) thick, respectively, polyester -scrim reinforced, thermoplastic olefin (TPO) single -ply roof membranes with a polyester fleece backing. 4.6 Sure -Weld AFX 120, AFX 135 or AFX 155 membranes are nominal 45 -mil (1.1 -mm), 60 -mil (1.5 -mm) or 80 -mil 2.0 -mm) thick, respectively, polyester -scrim reinforced, thermoplastic olefin (TPO) single -ply roof membranes with a polyester fleece backing formulated for hot asphalt application. 4.7 Spectro-Weld FleeceBACK membranes are nominal 60 -mil (1.5 -mm) thick, polyester -scrim reinforced, thermoplastic olefin (TPO) single -ply roof membranes with a polyester fleece backing. 4.8 Sure -Weld SAT-TPO membrane is a nominal 60 -mil (1.5 -mm) thick, polyester -scrim reinforced, thermoplastic olefin (TPO) single -ply roof membrane laminated to an elastomeric pressure -sensitive adhesive. 4.9 SureMB 90TG Base is a smooth -surfaced, fiberglass reinforced, SBS modified bitumen, torch -applied base membrane; meets ASTM D6163, Type 1, Grade S. Exterior Research and Design, U.C. Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report C33680.09.30 -R14 FL14083-R14 Revision 14: 01/30/2017 Page 4 of 6 i 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in anyway, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in HVHZ jurisdictions. 5.3 Refer to a current UL Roofing Materials Directory for fire ratings of this product. SA For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.5 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1510. 5.7 For mechanically attached insulation or membrane or strip -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. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, RAS 117 and RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.8 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. No rational analysis is permitted for these systems. 5.9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX - 1 or TAS 105. 5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ANSI/SPRI IA -1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or TAS 124. 5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES -1 or RAS 111, except the basic wind speed shall be determined from FBC Figure 1609. 5.13 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Carlisle Sure -Weld TPO Single Ply Roof Systems shall be installed in accordance with Carlisle SynTec Systems published installation instructions, subject to the Limitations / Conditions of Use noted herein. Exterior Research and Design, I.I.C. Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report C33680.09.10-1114 F1.14083-1114 Revision 14: 01/30/2017 Page 5 of 6 TRINITYIERD 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 6.3 For mechanically fastened membrane systems (Type D) over profiled steel deck, membrane shall be installed running perpendicular to steel deck flutes. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered by QA procedures in accordance with FAC Rule 61G20-3. 9. QUALITY ASSURANCE ENTITY: UL, LLC —QUA9625; (414) 248-6409; karen.buchmann@ul.com THE 57 -PAGES THAT FOLLOWFORM PART OF THIS EVALUATION REPORT- Exterior EPORT- Exterior Research and Design, I.I.C. Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report C33680.09.30-1134 FL14083-1114 Revision 14: 01/30/2017 Page 6 of 6 Q0TRIN'TYIERD' Table Deck Application Type Description Page 1A Wood New, Reroof (Tear-Off), Recover C Mechanically Attached Insulation, Bonded Roof Cover 4 IJJM Wood New, Reroof (Tear-Off), Recover D-1 Insulated, Mechanically Attached Roof Cover 5 1C Wood New, Reroof (Tear-Off), Recover D-3 Non-Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 5 1D Wood New, Reroof (Tear -Off), Recover E-1 Non -Insulated, Mechanically Attached Roof Cover 5 1E Wood New, Reroof (Tear -Off), Recover E-2 Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 6 1F Wood New, Reroof (Tear -Off), Recover G Optional Insulation, Loose -Laid Roof Cover, Pressure Equalizing Vent 6 2A Steel or Structural Concrete New, Reroof (Tear -Off), Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 7-10 2B Steel or Structural Concrete New, Reroof (Tear -Off), Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Base Ply, Bonded Roof Cover 11 2C Steel New, Reroof (Tear -Off), Recover B-2 Mech. Attached Thermal Barrier, Bonded Vapor Barrier, Bonded Insulation, Bonded Roof Cover 12-13 2D Steel or Structural Concrete New, Reroof (Tear -Off), Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 14-19 2E Steel or Structural Concrete New, Reroof (Tear -Off), Recover C-1 Mechanically Attached Insulation, Bonded Base Ply, Bonded Roof Cover 20 2F Steel New, Reroof (Tear -Off), Recover C-2 Mechanically Attached Insulation,. Plate -Bonded Roof Cover 21-22 2G Steel or Structural Concrete New, Reroof (Tear -Off), Recover D-1 Insulated, Mechanically Attached Roof Cover (Stress Plates) 23-28 2H Steel or Structural Concrete New, Reroof (Tear -Off), Recover D-2 Insulated, Mechanically Attached Roof Cover (RUSS Strips) 29 3A Concrete New, Reroof (Tear -Off) A -1A Bonded Insulation, Bonded Roof Cover 30-36 313 Concrete New, Reroof (Tear -Off) A -SA Bonded Insulation, Bonded Base Ply, Bonded Roof Cover 37 3C Concrete New, Reroof (Tear -Off), Recover C-2 Mechanically Attached Insulation, Plate -Bonded Roof Cover 38-39 31) Concrete New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 40 3E Concrete New, Reroof (Tear -Off), Recover G Optional Insulation, Loose -Laid Roof Cover, Pressure Equalizing Vent 40 4A LWC New, Reroof (Tear -Off) A -1A Bonded Insulation, Bonded Roof Cover 41 4B LWC New, Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 41 4C LWC over Steel New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 42-44 4D LWC over Structural Concrete New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 45-46 SA CWF New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 47 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 48 6B Gypsum Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 48 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 49-50 7B Various Recover A-1 Bonded Insulation, Bonded Base Ply, Bonded Roof Cover 51 7C Steel Recover C-2 Mechanically Attached Insulation, Plate -Bonded Roof Cover 52 7D Steel Recover D-1 Insulated, Mechanically Attached Roof Cover 53 7E Steel Recover D-2 Insulated, Mechanically Attached Roof Cover (RUSS Strips) 54 7F Various Recover E-1 Non -Insulated, Mechanically Attached Roof Cover 55 7G Various Recover F-1 Non -Insulated, Bonded Roof Cover 56 7H Various Recover F-2 New LWC over Existing Roof, Bonded Roof Cover 57 Exterior Research and Design, LLC. d/b/a Trinity ) ERD Evaluation Report C33680.09.10 -R14 for FL14083-R14 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 1 of 57 I r i I0 i TRI, INITY I 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 Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: Wood Deck: Sure -Seal HP Fastener with Sure -Seal Insulation Plate (aka, Carlisle's Insulation Fastening Plate). Minimum 1 -inch wood penetration. Steel Deck: Sure -Seal HP Fastener with Sure -Seal Insulation Plate (aka, Carlisle's Insulation Fastening Plate). Minimum 1/4 -inch steel penetration, engage the top flute of the steel deck. Concrete Deck: Sure -Seal HD 14-10 Concrete Fastener, Carlisle CD -10 or HP Concrete Spike (1/4) with Sure -Seal Insulation Plate (aka, Carlisle's Insulation Fastening Plate). 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 polyisocya nu rate, polystyrene, fiberboard, perlite and/or gypsum -based insulation board that meets the CIA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4. Minimum 200 psi, minimum 2 -inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type C-2 (plate bonded roof cover) or Type D (mechanically attached membrane), whereby the membrane fasteners are installed through the LWIC to engage the structural steel or concrete 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 Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Preliminary insulation attachment for System Type D: Refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions Hot asphalt: • - Full -coverage at 25 lbs/square. Carlisle FAST 100, FAST 100 LV (FULL): Full -coverage at 1 gal./square. , Carlisle FAST 100, FAST 100 LV (RIBBON): Continuous 0.75 to 1 -inch wide ribbons, 12 -inch o.c. Carlisle Flexible FAST (FULL): Full -coverage at 1 gal./square. Carlisle Flexible Fast (RIBBON): Continuous 0.75 to 1 -inch wide ribbons, 12 -inch o.c. Carlisle FAST Dual -Cartridge (FAST D -C): Continuous 0.75 to 1 -inch wide ribbons, 12 -inch o.c. Carlisle FAST Bag in a Box Adhesive (BIAB): Continuous 0.75 to 1 -inch wide ribbons, 12 -inch o.c. Carlisle FAST Dual -Tank (FAST D -T) (FULL): Continuous 0.5 -inch wide, wet -beads, 4 -inch o.c. Carlisle FAST Dual -Tank (FAST D -T) (RIBBON): Continuous 0.5 -inch wide, wet -beads, 12 -inch o.c. Note: When installing multiple layers of insulation, FAST Dual -Tank beads shall be placed perpendicular to those placed for attachment of the previous layer OlyBond 500 (OB500): Continuous 0.75 to 1 -inch wide ribbons, 12 -inch o.c. using PaceCart or SpotShot. Note: OlyBond 500 Green may be used where OlyBond 500 is referenced. Note: When multiple loyers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, boards shall be staggered from layer -to -layer. Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (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: FAST 100, FAST 100 LV or Flexible FAST: MDP -157.5 psf (Min. 0.5 -inch thick) OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5 -inch thick) 8. Bonded polyisocyanu rate 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 Loss Prevention Data Sheet 1-29 and ANSI/SPRI WD1. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 10. For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. Exterior Research and Design, LLC. d/b/a Trinity ) ERD Evaluation Report C33680.09.10 -R14 for FL14083-1134 Certificate of Authorization 69503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 2 of 57 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 Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data Sheet 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 (Plate Bonded Roof Cover) or Type D (Mechanically Attached Roof Cover), the insulation is optional. Alternatively, min. 0.5 -inch HP Recovery Board, SecurShield HD or H -Shield HD or min. 0.25 -inch to 0.625 -inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof Board or min. 3/8 -inch Insulfoam R -Tech EPS or Fan -Fold may be used as a separator board, preliminarily attached prior to roof cover installation. 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 applications. 15. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2 -inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. 16. For adhered membrane systems, side laps shall be minimum 2 -inch wide sealed with min. 1.5 -inch heat weld. Unless otherwise noted, membrane adhesive application rates are as follows: Membrane n- v..r_ Adhesive..:,.; _ Method x Rates. Sure -Weld, Sure -Weld HS or Spectro-Weld Sure -Weld Bonding Adhesive Contact (both sides) 60 ft /gal Sure -Weld, Sure -Weld HS or Spectro-Weld Aqua Base 120 Bonding Adhesive Contact (both sides) .,, 120 ftZ/gal Sure -Weld, Sure -Weld HS or Spectro-Weld Low VOC Bonding Adhesive Contact (both sides) 60 ft /gal Sure -Weld or Sure -Weld HS Sure -Seal 90-8-30A Bonding Adhesive Contact (both sides) 60 ft'/gal Sure -Weld FleeceBACK Aqua Base 120 Bonding Adhesive Wet lay (substrate) 120ft /gal Sure -Weld FleeceBACK HydroBond Water -Based Adhesive Wet lay (substrate) 100 to 133 ft /gal Sure -Weld FleeceBACK FAST 100, FAST 100LV, Flexible FAST, FAST D -C, FAST D -T Wet lay (substrate) RIBBON spaced as noted herein or Full Coverage =1 gal/square or continuous ribbons, maximum 4 -inch o.c. Spectro-Weld FleeceBACK FAST 100LV, Flexible FAST Wet lay (substrate) 100 ft'/gal Sure -Weld AFX Carlisle Cold Applied Adhesive (C -CAA) Wet lay (substrate) 1.5 gal/square Sure -Weld AFX Hot asphalt Wet lay (substrate) 25 lbs/square 17. For membrane systems attached using TPO 10 -inch Pressure -Sensitive RUSS, the underside of the membrane which comes in contact with the tape shall be primed with TPO Primer. The membrane shall be secured by placing the primed portion onto the tape portion of the Sure -Weld TPO 10 -inch Pressure -Sensitive RUSS and roll with a steel hand roller to ensure contact. 18. For adhered membrane systems, unless otherwise noted: Reference to "Sure -Weld" membrane below also includes "Sure -Weld EXTRA", "Sure -Weld HS" and "Spectro-Weld"; Reference to "Sure -Weld FleeceBACK" includes 100, 115 and 135; Reference to "Sure -Weld AFX" includes AFX 120, AFX 135 and AFX 155; Reference to "Sure -Weld FleeceBACK" includes Spectro-Weld FleeceBACK applied in FAST 100LV (FULL coverage) only. Exterior Research and Design, LLC. d/b/a Trinity ) ERD Evaluation Report C33680.09.10-1114 for FL14083-1134 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 3 of 57 19. Vapor barrier options for use over structural concrete deck followed by adhesive -applied insulation carry the following Maximum Design Pressure (MDP) limitations. Table 3A or 3B applies. QOTRINITY ERD The lesser of the MDP listings below vs. those in il , . k.. . Y n .. .,. VAPOR'BARRIER QPTIONSySTRUCiURALiCONCREiE,DECK FOLLOWEDBY.ADHESIVEcAPPLIEOtINSULATION'PER;TABLE•3A-1':OR;3A 2 z*.:' .,_. ,.-: .r, .., • ' , ,;:,:: •= e. Option # Primer Type Vapor BarrierApplication Insulation Adhesive MDP (psf) VB -1. 702 Primer VapAir Seal 725TR Self -adhering FAST 100 LV, FULL -coverage at 1 gal/square. 67.5 VB -2. 702 Primer VapAir Seal 725TR Self -adhering FAST 100 LV, FAST Bag in a Box (BIAB) or FAST Dual Cartridge (RIBBON, 12 -inch o.c.) 67.5 VB -3. 702 LV Primer VapAir Seal 725TR Self -adhering FAST 100 LV, FULL -coverage at 1 gal/square. 97.5 VB -4. 702 LV Primer VapAir Seal 725TR Self -adhering FAST 100 LV, FAST Bag in a Box (BIAB) or FAST Dual Cartridge (RIBBON, 12 -inch o.c.) 97.5 VB -5. CAV -GRIP Primer VapAir Seal 725TR Self -adhering FAST 100 LV, FULL -coverage at 1 gal/square. 127.5 VB -6. CAV -GRIP Primer VapAir Seal 725TR Self -adhering FAST 100 LV, FAST Bag in a Box (BIAB) or FAST Dual Cartridge (RIBBON, 12 -inch o.c.) 127.5 VB -7. ASTM D41 SureMB 90TG Base Torch -applied FAST 100 LV or FAST Dual Cartridge (RIBBON, 12 -inch o.c.) 165.0 VB -8. ASTM D41 SureMB 90 Base Hot -asphalt Hot asphalt at 25 lbs/square 172.5 VB -9. ASTM D41 SureMB 90TG Base Torch -applied Hot asphalt at 25 lbs/square 180.0 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. TABEE1A WOOD.DECKS.'NEW.'CONSTRUCTION RERCOF TEAR -OFF ORRECO VEft >r fi „ , f, -;, ,. . SYSTEM TYPE C MECHANICALLY ATTACHED_1NSULATION, BONUED.ROOF COVER _ . * t , .. ,. Nom. .. System Deck Top Insulation Layer Roof Cover / Adhesive MDP No. Note 1) Base Insulation Layer Notes 16 & 18) psf) Type Fasteners Attach U...e.... ' h„. iM 4.. -. W-1 Min. 23/32 -inch plywood Optional) One or more layers, Min 0.5 -inch SECUROCK Gypsum- Note 2 1 per 3.2 Sure -Weld / Low VOC BA 45.0anycombination, loose laid Fiber Roof Board ftz Min. 1.5 -inch ACFoam II, Polyiso Min. 19/32 -inch plywood or wood Optional) One or more layers, HP -H, InsulBase, H -Shield, 1 per 2 Sure -Weld / Aqua Base 120 BAW2 plank any combination, loose laid SecurShield, H -Shield CG or Note 2 ftZ or Sure -Weld BA 45.0* ENRGY 3 Min. 19/32 -inch CDX plywood or Optional) One or more layers, Min. 0.5 -inch SECUROCK Gypsum- Carlisle InsulFast with Sure -Seal 1 per 2 Sure -Weld /Sure -Weld BA orW-3 wood plank at max. 24 -inch spans; Insulation Plate (aka, Carlisle's 75.0 8d ring shank nails, 6 -inch o.c. any combination, loose laid Fiber Roof Board Insulation Fastening Plate) ftZ Low VOC BA URE-WELDFLEEGEBACK OR SPECTRO==WELD FLEECEBACK.MEMBRANEAPPLICATIONS w.. - `. '.,: - 1. _-._,_- ,. ..=*. ,.. ,, W-4 Min. 23/32 -inch Optional) One more layers, Min 0 inch SECUROCK Gypsum- Note 2 1 per 3.2 Sure -Weld Fleece BACK /FAST plywood any combinationn,, loose laid RFiberRoof Board ftZ 100, FAST 100 LV, Flexible FAST, 45.0* FAST D -T (FULL) Min. 19/32 -inch CDX plywood or Optional) One more layers, Min. 0.5 -inch SECUROCK Gypsum Carlisle InsulFast with Sure -Seal 1 per 2 Sure -Weld FleeceBACK / FAST W-5 wood plank at max. 24 -inch spans; any combination, n, loose laid Fiber Roof Board Insulation Plate (aka, Carlisle's ft2 100, FAST 100 LV, FAST D -T 75.0 8d ring shank nails, 6 -inch o.c. Insulation Fastening Plate) FULL) Exterior Research and Design, LLC. d/b/a Trinity ) ERD Evaluation Report C33680.09.10 -R14 for FL14083-R14 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 4 of 57 QOTRINITYIERD zF A " - NEW CONSTRUCTION, RERO;OF (TEAaOFF) oR'RECOVER' SYSTEM TYPE D I 'INSULATED, MECHANICALLY ATTACHED ROOF COVER ' t 4 r. o`>. '.,'.Y. } Insulation Layer (Note 14) Roof Cover System No. Deck ( ) Note 1 MDP psf) Type Fastener System Lap Seam Insulation (Note 14) Base Sheet MDP(psf) Attach Membrane Fasteners Spacing Lap Width Spacing Weld Attach Base Sheet Fasteners Min. 19/32 -inch CDX plywood or wood plank at One or more layers, Prelim. Sure -Weld, Carlisle HP-XTRA Fasteners and 90.5 -inch 1.5 -inch One or more W 6 max. 24 -inch spans; 8d ring shank nails, 6 -inch o.c. any combination attach min. 60 -mil Piranha XTRA Plates 12 -inch o.c. 5.5 -inch O.C. outside 45.0 InsulFast and Sure- Min. 19/32 -inch plywood or wood plank at max. W-10 wood plank at max. 24 -inch spans; Carlisle HP -X Fasteners and max. 24 -inch spans; #10 x 2- Sure Weld, layers, any Loose -laid Synthetic 5.5 -inch 90.5 -inch O.C. 24 -inch spans; 8d ring shank nails 6 -inch o.c. in One or more layers, Prelim. 8d ring shank nails, 6 -inch o.c. Piranha Plates or #15 Roofgrip laid min. 60 mil 90.5 -inch 1.5 -inch equally spaced rows in theFastening W-7 the field; #10 ring shank nails 4 -inch o.c. at the any combination attach Sure Weld with 2-3/8" Eyehook Seam 6 -inch o.c. 5.5 -inch O.C. outside 52.5 perimeter Min. 19/32 -inch plywood at max. Plates (AccuSeam) Plates center of the sheet. 48 -inch o.c. Min. 19/32 -inch plywood or wood plank at max. W-11 24 -inch spans; 8d ring shank nails, Carlisle HP -X Fasteners and Loose- Sure -Weld Eyehook Seam Plates (AccuSeam) 6 -inch o.c. 5.5 -inch over structural 24 -inch spans; 8d ring shank nails 6 -inch o.c. in One or more layers, Prelim. 6 -inch o.c. Piranha Plates or #15 Roofgrip laid 66.5 -inch 1.5 -inch W 8 the field; #10 ring shank nails 4 -inch o.c. at the any combination attach Sure Weld with 2-3/8" Eyehook Seam 6 -inch o.c. 5.5 inch O.C. outside 67.5 perimeter Plates (AccuSeam) yy, s >v .. ^,. *::': h, Y , ,..:.:,y K~t , r+>;myK, . .:.., .€`. „.. sz:4.K .....ci; ,"„ ... + ..r , ..... ': ,. s z .+..: r:: ,. K:. S .: x: L'+...Yx`.'".Y..}M, iS• M.. zTABLE,IC : WOOD DECKS''= NEUU CONSTRUCTION` REROOF: TEAR -OFF oR RECO IER r 3tp\' .,ta+ 5" o`>. '.,'.Y. } Roof Cover SYSTEM TYPED 3 INSULATEUk'MECHANICALLY ATTACHED BASE SH EET'BONDED:ROOF.COVER _ Fastener System Insulation (Note 14) Base Sheet MDP(psf) Roof Covers Type Deck (Note 1) Membrane MDP (psf) Type Attach Base Sheet Fasteners Attach Membrane AdhesiveNo. Min. 19/32 -inch plywood at Spacing One or more Atlas Summit Carlisle #12 12 -inch o.c. at the 4 -inch laps Min. 19/32 -inch CDX plywood or Optional) Any InsulFast and Sure- and 12 -inch o.c. at three, W-10 wood plank at max. 24 -inch spans; W-9 max. 24 -inch spans; #10 x 2- Sure Weld, layers, any Loose -laid Synthetic 5.5 -inch 90.5 -inch O.C. Sure -Weld SAT-TPO Self -adhered 120.0 8d ring shank nails, 6 -inch o.c. thermal barrier laid min. 60 mil XTRAHP- XPlatesPiranhaXTRAPlates Seal Seam equally spaced rows in theFastening outside outside inch wood screws, 6 -inch o.c. combination Underlayment Carlisle HP -X Fasteners and Piranha Min. 19/32 -inch plywood at max. Optional) Any Plates center of the sheet. 48 -inch o.c. Y^v;w.,'.','.. TABLE 1D WC20D DECKS:-NEW°CONSTRUCTION REROOF TEAR OFF 'oIrREEOVER mss, ., . , ,- ,m. ...,..,a - .- f v Au1•. a' ,,,, :SYSTEM T1fPE-E-1: N N -.IN sOSULATE[l ,MECHANICALLY ATTACHED.ROOF CODER 5 Thermal Barrier Roof Cover System FastenerNo. Deck Note 1 MDP(psf) Type Attach Membrane Fasteners Lap Width Lap Spacing Seam Weld Spacing Min. 19/32 -inch CDX plywood or Optional) Any W-10 wood plank at max. 24 -inch spans; approved Loose- Sure Weld, Carlisle Fasteners and 12 -inch o.c. 5.5 -inch 90.5 -inch O.C. 45.0 8d ring shank nails, 6 -inch o.c. thermal barrier laid min. 60 mil XTRAHP- XPlatesPiranhaXTRAPlates outside outside Carlisle HP -X Fasteners and Piranha Min. 19/32 -inch plywood at max. Optional) Any Plates or #15 Roofgrip with 2-3/8" 48 -inch o.c. W-11 24 -inch spans; 8d ring shank nails, approved Loose- Sure -Weld Eyehook Seam Plates (AccuSeam) 6 -inch o.c. 5.5 -inch over structural 1.5 -inch 75.0 6 -inch o.c. thermal barrier laid installed through wood sheathing members) outside to engage structural members Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report C33680.09.10-1114 for F1.14083-1134 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 5 of 57 QOTRINITYI ERD TABLE'lE WOOD DECKS NEIN k rrCONSTRUCTIOEROOARORAECOVER` a - N, R F (Te FF) o SYSTEMTYPE E, 2 NON"INSULATED, MECHANICALLY ATTACHED;BASE SHEET BONDED ROOF COVER, SHEET, 4,. .n..., . .n System System Thermal Barrier Base Sheet Roof Cover Deck (Note 1) MDP (psf) Type Attach Base Sheet Fasteners Attach Membrane AdhesiveNo. MDP (psf) Type Attach Min. 19/32 -inch plywood at Optional) Any Atlas Summit Carlisle #12 12 -inch o.c. at the 4 -inch laps W-12 max. 24 -inch spans; #10 x 2- p approvedpp Loose -laid Syntheticy InsulFast and Sure- and 12 -inch o.c. at three, Sure -Weld SAT-TPO Self -adhered 120.0 inch wood screws, 6 -inch o.c. thermal barrier Underlayment Seal Seam equally spaced rows in the W-13 inch, Type B -Cyp Fastening Plates center of the sheet. 97'5 v TABLE 11F' WOOD DECKS.- NEW,CONSTRUCTION REROOF TEaR OFF oR-REcoveR a.. v`',. 2'2 - ..3, ;F:'.r-.y :•. .. ..., t. >. W,.x. .. ..T, .. 2,>x a^..> ,z...S..Y; .v .:.-.•..,. e. sa4; ..,.', -Y. 'r. >.'a4tiwfiiii x SYSTEM TYPE-G'O PTIONALJNSULATION LOOSE-LAIDROOFCOVER`=PRESSURE E "L VENT w r, ,, .. .,:-' System Deck Roof Cover Air Barrier Insulation Underlayment MDP (psf) Type Attach No. Note 1) Min. 15/32- All joints and penetrations sealed Optional) Any fire classified roof 12 -inch wide strips of polypropylene, Acrylife V2T installed in with VapAir Seal 725TR in accordance insulation and/or coverboard air permeable filter fabric, loose laid Sure -Weld, Sure - accordance with AcrylifeW-13 inch, Type B -Cyp Weld HS or 97'5 with Carlisle and Acrylife combination, any thickness, loose- in a crossing pattern, connecting the Spectro-Weld instructions, spaced plywood requirements. laid with staggered joints V2T vents maximum 50 ft o.c. Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report C33680.09.10 -R14 for F1.34083-1114 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 6 of 57 TTRINITY I ERD TABLE 2A 'STEEL oR STRUCTURAL'GONCRETE°DECKS =NEW CONSTRUCTION, REROOF:(TEAIt=OFF) oR RECOVER N n SYSTEM TYPE B ;1 MECHANICALLY ATTACHED BASE INSULATION BONDED TORINSULATION BONDED ROOF-COVERa ti .. , <.. ... ,, . « .:..,.., _ „ .: ,n, System Deck Base Insulation Layer Top Insulation Layer Roof Cover /Adhesive MDP No. Note 1) Type Fastener Attach Type Attach Notes 16 & 18) psf) 77 URE-WECD SURE..WELD H5. R' P • R - ': :.. .,..: ..:..:. ECT O WELD.MEMBRANEAP.PLICATIONs.... rs r ,.,...t. ",....... 2 .„ •_.<... ,. r,: ` . "' .. a. a,.,. ,.._.', u;'"'^, E+ .,,. w^a ic.'•,. ,. :..x`..' ..;-e ki..."'1s ";. ..:tm. ,aN.;'- r. .. w ;S..-',i:r,-i.``..k,.s+. .v,,,s:-"..., Min. 22 ga., type B, Grade Min. 1.5 -inch Polyiso HP -H, FAST 100, FAST 100 LV, SC -1 steel min. psi H -Shield, SecurShield Note 2 1 per 3.2 Min. 0.25 -inch SECUROCK Flexible FAST, BIAB, Sure -Weld / Aqua Base 120 BA, 45.0* structural lstructural concreteto or H -- hie, or H -Shield CG ftZ Gypsum -Fiber Roof Board FAST D -T (Ribbon or Sure -Weld BA or Low VOC BA Full) Min. 22 ga., type B, Grade SC -2 steel min. psi Min. 0.5 -inch Dens Deck followed Note 2 1 per 2.7 Min. 1.5 -inch Insulam (OSB) Flexible FAST, FAST D -T Sure -Weld /Aqua Base 120 BA or 37.5* t lstructural concreteto b min. 2.0 -inch Insulfoam VIIIy ftZ Ribbon, 6 -inch o.c.) Sure -Weld BA Min. 22 ga., type B, Grade SC -3 33 steel or min. 2,500 psi Min. 0.5 -inch Dens Deck followed Note 2 1 per 2.0 Min. 2.0 -inch Insulfoam HD Flexible FAST, FAST D -T Sure -Weld / Sure -Weld BA or Low 45.0* structural concrete by min. 2.0 inch Insulfoam VIII ft' Composite Ribbon, 6 -inch o.c.) VOC BA Min. 22 ga., type B, Grade SC 4 steel min. psi Min. 0.5 -inch Dens Deck followed Note 2 1 per 2.0 Min. 1.5 -inch Insulam (OSB) FAST 100 LV, FAST D -T Sure -Weld / Aqua Base 120 BA or 75.0 t lstructural concreteto b min. 3.0 -inch Insulfoam Villy ftZ Ribbon, 6 -inch o.c.) Sure -Weld BA Insull'ast with Min. 22 ga., type B, Grade Min. 1.5 -inch Polyiso HP -H, Sure -Seal SC -5 33 steel or min. 2,500 psi InsulBase, H -Shield, SecurShield, Insulation Plate 1 per 1.78 Min. 0.5 -inch SecurShield Flexible FAST, FAST D -T Sure -Weld / Low VOC BA or Sure- 52.5 structural concrete H -Shield CG aka, Carlisle's ft2 HD or H -Shield HD Ribbon, 6 -inch o.c.) Seal 90-8-30A BA Insulation Fastening Plate) InsulFast with Min. 22 ga., type B, Grade Min. 1.5 -inch Polyiso HP -H, Sure -Seal SC -6 33 steel or min. 2,500sip InsulBase, H -Shield, SecurShield, Insulation Plate 1 per 1.33 Min. 0.5 -inch SecurShield Flexible FAST, FAST D -T Sure Weld /SureSure -Seal BA 75.0 structural concrete H -Shield CG aka, Carlisle's ftZ HD or H -Shield HD Ribbon, 4 -inch o.c.) Insulation Fastening Plate) InsulFast with Min. 22 ga., type B, Grade Min. 1.5 -inch Polyiso HP -H, Sure -Seal SC -7 33 steel or min. 2,500siP InsulBase, H -Shield, SecurShield, Insulation Plate 1 per 1.33 Min. 0.5 -inch SecurShield Flexible FAST, FAST D -T Sure Weld Low VOC BA 82.5 structural concrete H -Shield CG aka, Carlisle's ftz HD or H -Shield HD Ribbon, 4 -inch o.c.) Insulation Fastening Plate) Min. 1.5 -inch ACFoam 11, Min. 22 ga., type B, Grade Polyiso HP -H, InsulBase, H- SC -8 33 steel or min. 2,500 psi Min. 0.5 -inch Dens Deck or Dens Note 2 1 per 2.0 Shield, SecurShield, H -Shield 08500 Sure -Weld / Aqua Base 120 BA or 37.5* structural concrete Deck Prime ftZ CG, ENRGY 3 followed by Sure -Weld BA Min. 0.25 -inch Dens Deck Prime Min. 22 ga., type B, Grade Min. 2 -inch Polyiso HP -H, SC -9 33 steel or min. 2,500 psi InsulBase, H -Shield, SecurShield, Note 2 1 per 4.0 Min inch S K OB500 Sure -Weld / Aqua Base 120 BA, 37.5* structural concrete H -Shield CG ftZ um- RoofBoaGypsum -Fiber Roof Board Sure Weld BA or Low VOC BA Exterior Research and Design, I.I.C. d/b/a Trinity ) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 FBC NON-HVHZ EVALUATION Evaluation Report C33680.09.10-1114 for FL34083-1114 Revision 14: 01/30/2017 Appendix 1, Page 7 of 57 r 40, TRINITY ERD i- TABLE 2A, STEEL OR STRUCTURAL -CON CONSTRUCTION, REROOF (TEAR OFF) 'OR RECOVER w:=, _. 64OOERSYSTEMTYPEB-'1 MECHANICALLY ATTACHED BASE INSULATION; BONDED TOP INSULATION; BONDED RF COVa, ......_. System Deck Base Insulation Layer Top Insulation Layer Roof Cover / Adhesive MDP Type Fastener Attach Type AttachNo. Note 1) Notes 16 & 18) psf) Min. 1.5 -inch ACFoam II, Polyiso Min. 22 ga., type B, Grade HP -H, InsulBase, H -Shield, 1 per 2.0 Additional layers of base Sure -Weld / Aqua Base 120 BA or SC 10 steel min. 2,500 psi SecurShield, H -Shield CG, ENRGY Note 2 ft2 insulation 08500 Sure -Weld BA 45.0* t lstructural concrete 3 Min. 1.5 -inch ACFoam II, Polyiso Min. 22 ga., type B, Grade Min. 1.5 -inch SecurShield HP -H, InsulBase, H -Shield, 1 per 2.0 Sure -Weld / Sure -Weld BA or Low SC -11 33 steel or min. 2,500 psi SecurShield, H -Shield CG, ENRGY Note 2 ft2 HD Composite, H -Shield HD OB500 VOC BA 45.0* structural concrete Composite 3 Min. 1.5 -inch ACFoam II, Polyiso Min. 22 ga., type B, Grade HP -H, InsulBase, H -Shield, 1 per 2.0 Min. 0.25 -inch Dens Deck, Sure -Weld / Aqua Base 120 BA or SC -12 steel min. psi SecurShield, H -Shield CG, ENRGY Note 2 ft2 Dens Deck Prime OB500 Sure -Weld BA 45.0* lstructural ettconcrete 3 Min. 1.5 -inch ACFoam II, Min. 22 ga., type B, Grade Min. 0.5 -inch Dens Deck or Dens 1 per 2.0 Polyiso HP -H, InsulBase, H- Sure -Weld / Aqua Base 120 BA or SC -13 33 steel or min. 2,500 psi Deck Prime Note 2 ft2 Shield, SecurShield, H -Shield OB500 Sure -Weld BA 45.0* structural concrete CG, ENRGY 3 Min. 2.0 -inch ACFoam II, Polyiso Min. 22 ga., type B, Grade HP -H, InsulBase, H -Shield, 1 per 4.0 Additional layers of base Sure -Weld / Aqua Base 120 BA or SC -14 steel min. 2,500 psi SecurShield, H CG, ENRGY Note 2 ft2 insulation OB500 Sure 45.0* lstructural concretet Shield Weld BA 3 Min. 2.0 -inch ACFoam II, Polyiso Min. 22 ga., type B, Grade Min. 1.5 -inch SecurShield HP -H, InsulBase, H -Shield, 1 per 4.0 Sure -Weld / Sure -Weld BA or Low SC -15 33 steel or min. 2,500 psi SecurShield, H CG, ENRGY Note 2 ft2 HD Composite, H -Shield HD 06500 45.0* structural concrete Shield Composite VOC BA 3 Min. 2.0 -inch ACFoam II, Polyiso Min. 22 ga., type B, Grade HP -H, InsulBase, H -Shield, 1 per 4.0 Min. 0.25 -inch Dens Deck, Sure -Weld / Aqua Base 120 BA or SC -16 steel min. psi SecurShield, H -Shield CG, ENRGY Note 2 ft2 Dens Deck Prime OB500 Sure -Weld BA 45.0* lstructural etconcretet 3 Min. 22 ga., type B, Grade Min. 1.5 -inch Polyiso HP -H, 1 per 3.2 Min. 0.25 -inch SECUROCK Sure -Weld / Aqua Base 120 BA, SC -17 33 steel or min. 2,500 psi InsulBase, H -Shield, SecurShield, Note 2 ft2 Gypsum Roof Board OB500 45.0* structural concrete H -Shield CG Fiber Sure -Weld BA or Low VOC BA Min. 22 ga., type B, Grade Min. 2 -inch Polyiso HP -H, 1 per 2.67 Min 0.25 -inch SECUROCK Sure -Weld / Aqua Base 120 BA, SC -18 33 steel or min. 2,500 psi InsulBase, H -Shield, SecurShield, Note 2 ft2 Gypsum Roof Board OB500 45.0* structural concrete H -Shield CG Fiber Sure -Weld BA or Low VOC BA Min. 22 ga., type B, Grade Min. 2 -inch Polyiso HP -H, 1 per 1.6 Min 0.25 -inch SECUROCK Sure -Weld / Aqua Base 120 BA, SC -19 33 steel or min. 2,500 psi InsulBase, H -Shield, SecurShield, Note 2 ft2 Gypsum Roof Board OB500 60.0 structural concrete H -Shield CG Fiber Sure -Weld BA or Low VOC BA t - URE FLEEGEBACK OR$PECTRO-WELD FLEECEBACKMEMBRANE APPLICATIONS, WELD ., n, n Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report C33680.09.10 -R14 for FL14083-1174 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 8 of 57 O I TRINITY I ERD TA, BLE 2A 'STEEL QR STRUCTURAL CONCRETE DECKS'=`NEW CQNSTRUCTION;'REROOF (TeA11 QFF) oR RECOVER k ", SYSTEM TYPE$`=1. IVIECMANICAL`L=Y.ATTACHED B` E I TI iiN, BASNSULAO_ ONDEz OP INSULATIO ON ROOF COVERo DzT z> x; System Deck Base Insulation Layer Top Insulation Layer Roof Cover / Adhesive MDP No. Note 1) Type Fastener Attach Type Attach Notes 16 & 18) psf) Min. 22 ga., type B, Grade Sure -Weld FleeceBACK / AquaBase SC -20 33 steel or min. 2,500 psi Min. 0.5 -inch Dens Deck followed Note 2 1 per 2.7 Min. 1.5 -inch Insulam (OSB) Flexible FAST, FAST D -T 120 BA or FAST 100, FAST 100 LV, 37.5* structural concrete b min. 2.0 -inch InsulfoaVIIIym ftZ Ribbon , 6 -inch o.c.) Flexible FAST, FAST D -T Min. 22 ga., type B, Grade Min. 0.5 -inch Dens Deck followed 1 per 2.0 Min. 2.0 -inch Insulfoam HD Flexible FAST, FAST D -T Sure -Weld FleeceBACK / FAST 100, SC -21 33 steel or min. 2,500 psi b min. 2.0 -inch Insulfoam VIIIY Note 2 ftz CompositeP Ribbon, 6 inch o.c.) FAST 100 LV, Flexible FAST, FAST D- 45.0* structural concrete T Min. 22 ga., type B, Grade Sure -Weld FleeceBACK / AquaBase SC 22 steelorl min. psi Min. 0.5 -inch Dens Deck followed Note 2 1 per 2.0 Min. 1.5 inch Insulam (OSB) FAST 100 LV, FAST D -T 120 BA or FAST 100, FAST 100 LV, 75.0 tstructural concreteto by min. 3.0 -inch Insulfoam VIII ftZ Ribbon, 6 -inch o.c.) Flexible FAST, FAST D -T (RIBBON, 6 -inch o.c.) Min. 22a., tgtype B, Grade One or more layers Min. 1.5 -inch FAST 100, FAST 100 LV, Sure -Weld FleeceBACK /FAST 100, SC -23 33 steel or min. 2,500 psi Polyiso HP -H, InsulBase, HP -N or Note 2 1 per 2.0 Min. 0.25 -inch Dens Deck FAST D -C, Flexible FAST, FAST 100 LV, Flexible FAST 37.5* structural concrete HP -W, H -Shield, SecurShield, H- ftZ BIAB (RIBBON) RIBBON, 12 -inch o.c.) Shield CG, ENRGY 3, or AC Foam II Min. 1.5 -inch Pactiv Min. 22 ga., type B, Grade Min. 0.5 -inch Dens Deck or Dens 1 per 2.0 GreenGuard Extruded FAST 100, FAST 100 LV, Sure -Weld FleeceBACK / FAST 100, SC -24 33 steel or min. 2,500 psi Deck Prime Note 2 ftZ Polystyrene followed by Flexible FAST, BIAB FAST 100 LV, Flexible FAST, FAST D- 37.5* structural concrete min. 0.25 -inch Dens Deck RIBBON) T (RIBBON, 12 -inch o.c.) Prime Min. 22, a.type B, GradegYP One or more layers Min. 1.5 -inch FAST 100, FAST 100 LV, Sure -Weld FleeceBACK /FAST 100, SC -25 33 steel or min. 2,500 psi Polyiso HP -H, InsulBase, HP -N or Note 2 1 per 2.0 Additional layers of base FAST D -C, Flexible FAST, FAST 100 LV, Flexible FAST, FAST D- 45.0* structural concrete HP -W, H -Shield, SecurShield, H- ftZ insulation BIAB, FAST D -T T (RIBBON, 12 -inch o.c.) Shield CG, ENRGY 3, or AC Foam II RIBBON) Min. 1.5 -inch additional Min. 22 ga., type B, Grade Min. 1.5 -inch Polyiso HP -H, layers of base insulation or FAST 100, FAST 100 LV, Sure -Weld FleeceBACK / FAST 100, SC -26 33 steel or min. 2,500 psi InsulBase, H -Shield, SecurShield Note 2 1 per 3.2 ft Z min. 2 -inch SecurShield HD FAST D -C, FAST D -T FAST 100 LV, FAST D -T (RIBBON, 45.0* structural concrete or H -Shield CG Composite or H -Shield HD Ribbon or Full) 12 -inch o.c.) Composite Min. 1 -inch additional layers Min. 22 ga., type B, Grade Min. 2 -inch Polyiso HP -H, of base insulation or min. 2- FAST 100, FAST 100 LV, Sure-Weld-FleeceBACK / FAST 100, SC -27 33 steel or min. 2,500 psi InsulBase, H -Shield, SecurShield Note 2 1 per 4.0 inch SecurShield HD FAST D -C, FAST D -T FAST 100 LV, FAST D -T (RIBBON, 45.0* structural concrete or H -Shield CG ftZ Composite or H -Shield HD Ribbon or Full) 12 -inch o.c.) Composite Min. 22 a., type B, GradegYP Min. 1.5 inch Polyiso HP -H, Y FAST 100, FAST 100 LV, Sure -Weld FleeceBACK / FAST 100, SC -28 33 steel or min. 2,500 psi InsulBase, H -Shield, SecurShield Note 2 1 per 3.2 Min. 0.25 -inch Dens Deck FAST D-C,Flexible FAST, FAST 100 LV, Flexible FAST, FAST D- 45.0* structural concrete or H -Shield CG ft2 Prime BIAB, FAS D-T (Ribbon T (RIBBON, 12 -inch o.c.) or Full) Exterior Research and Design, LLC. d/b/a Trinity ( ERD Evaluation Report C33680.09.10 -R14 for FL14083-1134 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 9 of 57 QOTRINITYIERD TABLE 2A STEEL oR:STRUCTURAL CONCRETE'DECKS .'NEW CONSTRUCTION; REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B=T: MECHANICALL'Y.ATTACHEDBA5E INSULATION'BONDEDTOp INSULATION BONDED ROOF.COVER x System Deck Base Insulation Layer Top Insulation Layer Roof Cover / Adhesive MDP No. Note 1) Type Fastener Attach Type Attach Notes 16 & 18) psf) Min. 22 ga., type B, Grade Min. 2 -inch Polyiso HP -H, FAST 100, FAST 100 LV, Sure -Weld FleeceBACK /FAST 100, SC -29 33 steel or min. 2,500 psi InsulBase, H -Shield, SecurShield Note 2 1 per 4.0 Min. 0.25 -inch Dens Deck FAST D -C, Flexible FAST, ftZ FAST 100 LV, Flexible FAST, FAST D- 45.0* Prime BIAB, FAST D -T (Ribbon structural concrete or H -Shield CG or Full) T (RIBBON, 12 -inch o.c.) Min. 22 ga., type B, Grade Min. 1.5-incheH- Polyiso FAST 100 LV, FAST D -C, SC -30 33 steel or min. 2,500 psi InsulBase, H -Shield, SecurShield SecurShield Note 2 1 per 3.2 Min 0.25 -inch SECUROCK Flexible FAST, BIAB, Sure -Weld FleeceBACK / FAST 100 45.0* structural concrete or H -Shield CG ft : Gypsum -Fiber Roof Board FAST D -T (RIBBON 6- LV, Flexible FAST, FAST D -T (FULL). inch o.c.) Min. 22 ga., type B, Grade Min. 1.5 -inch Polyiso HP -H, FAST 100, FAST 100 LV, Sure -Weld FleeceBACK /FAST 100, SC -31 33 steel or min. 2,500 psi InsulBase or H -Shield, Note 2 1 per 3.2 Min. 1.0 -inch base FAST D -C, Flexible FAST, FAST 100 LV, Flexible FAST, FAST D- 45.0* structural concrete SecurShield, H -Shield CG ftZ insulation BIAB, FAST D -T T (FULL) RIBBON) Min. 22 ga., type B, Grade Min. 1.5 -inch Polyiso HP -H, FAST 100, FAST 100 LV, Sure -Weld FleeceBACK /FAST 100, SC -32 33 steel or min. 2,500'psi InsulBase or H -Shield, Note 2 1 per 3.2 Min. -O.25 -inch Dens Deck FAST D -C, Flexible FAST, FAST 100 LV, Flexible FAST, FAST D- 45.0* structural concrete SecurShield, H -Shield CG ft Prime BIAB, FAST D -T T (FULL) RIBBON) Min. 22 ga., type B, Grade Min. 2.0 -inch Polyiso HP -H, FAST 100, FAST 100 LV, Sure -Weld FleeceBACK /FAST 100, SC -33 33 steel or min. 2,500 psi InsulBase or H -Shield, Note 2 1 per 4.0 Min. 1.0 -inch base FAST D -C, Flexible FAST, FAST 100 LV, Flexible FAST, FAST D- 45.0* structural concrete SecurShield, H -Shield CG ftZ insulation BIAB, FAST D -T T (FULL) RIBBON) Min. 22 ga., type B, Grade Min. 2.0 -inch Polyiso HP -H, FAST 100, FAST 100 LV, Sure -Weld FleeceBACK / FAST 100, SC -34 33 steel or min. 2,500 psi InsulBase or H -Shield, Note 2 1 pe 24.0 Min. 0.25 inch Dens Deck FAST D -C, Flexible FAST, FAST 100 LV, Flexible FAST, FAST D- 45.0* structural concrete SecurShield, H -Shield CG ft Prime BIAB, FAST D -T T (FULL) RIBBON) Min. 22 ga., type B, Grade Min. 1.5 -inch Polyiso HP -H, Min. 1.0 -inch base FAST 100, FAST 100 LV, Sure -Weld FleeceBACK /FAST 100, SC -35 33 steel or min. 2,500 psi InsulBase or H -Shield, Note 2 1 per 1.6 insulation or minimum 2- FAST D -C, Flexible FAST, FAST 100 LV, Flexible FAST, FAST D- 82.5 structural concrete SecurShield, H -Shield CG ft z inch SecurShield HD BIAB, FAST D -T (Ribbon, T (FULL) Composite 6 -inch o.c.) Exterior Research and Design, LLC. d/b/a Trinity ) ERD Certificate of Authorization 89503 Prepared by: Robert Nieminen, PE -59166 FBC NON-HVHZ EVALUATION Evaluation Report C33680.09.10 -R14 for F1.14083-1114 Revision 14: 01/30/2017 Appendix 1, Page 10 of 57 TTRINITY I ERD TABLE 2B 'STEEL oRSTRUCTURAL CCtNCRETE DECKS-NEW;CONSTRUCTION,'.REROOR(TeAR` OEF) oR RECOVER - SYSTEM TYPE B 1. MECHANICALLY ATTACHED B`ASE'.INSULATION ''BONDEDTOP:INSULATION BASE PLY BONDED RQOF,CONERBONDED Roof Cover / Adhesive System Deck Base Insulation Layer Top Insulation Layer MDP Notes 16 & 18) No. Note 1) Psf) Type Fastener Attach Type Attach Base Ply Top Ply t Y Nw Min. 22 ga., type B, Grade 33 Min. 2 -inch Polyiso HP -H, Min. 0.25 -inch Dens Deck Prime SureMB 90TG / Sure -Weld AFX / C- SC -36 steel or min. 2,500 psi Note 2 1 per 4 ft2 or SECUROCK Gypsum -Fiber Hot asphalt 45.0* structural concrete InsulBase, H -Shield Roof -Board torch -applied CAA or hot asphalt Min. 22 ga., type B, Grade 33 Min. 0:25 -inch Dens Deck Prime Min. 2 -inch Polyiso HP -H, 1 per 1.6 SureMB 90TG / Sure -Weld AFX / C- SC -37 steel or min. 2,500 psi InsulBase, H -Shield Note 2 ft 2 or SECUROCK Gypsum -Fiber Hot asphalt torch applied CAA or hot asphalt 60.0 structural concrete Roof Board Min. 22 ga., type B, Grade 33 Min. 2 -inch Polyiso HP -H, FAST 100 LV, Flexible SureMB 90TG / Sure -Weld AFX / C- SC -38 steel or min. 2,500 psi Note 2 1 per 4 ft2 Min. 0.25 -inch Dens Deck Prime FAST, FAST D -C, BIAB, 45.0* structural concrete InsulBase, H -Shield FAST D -T (RIBBON) torch -applied CAA or hot asphalt Min. 22 ga., type B, Grade 33 FAST 100 LV, Flexible Min. 1.5Polyiso HP -H, 1 per 3.2 SureMB 90TG / Sure Weld AFX / C- SC -39 steel or min. 2,500 psi InsulBase, H- Shield Note 2 ft2 Min. 0.25 -inch Dens Deck Prime FAST, FAST D -C, BIAB, CAA hot 45.0* structural concrete e FAST D -T (RIBBON) torch -applied or asphalt Min. 22 ga., type B, Grade 33 Min. 2 -inch Polyiso HP -H, SureMB 90TG / Sure -Weld AFX / C- SC -40 steel or min. 2,500 psi Note 2 1 per 4 ft2 Min. 0.25 -inch Dens Deck Prime OB500 45.0* structural concrete InsulBase, H -Shield torch -applied CAA or hot asphalt Min. 22 ga., type B, Grade 33 Min. 1.5 -inch Polyiso HP -H, SureMB 90TG / Sure -Weld AFX / C- SC -41 steel or min. 2,500 psi Note 2 1 per 2 ft2 Min. 0.25 -inch Dens Deck Prime OB500 45.0* InsulBase, H -Shield torch -applied CAA or hot asphalt structural concrete Min. 22 ga., type B, Grade 33 Min. 2 -inch Polyiso HP -H, 1 per 1.6 Min. 0.25 -inch Dens Deck Prime SureMB 90TG / Sure -Weld AFX / C- SC -42 steel or min. 2,500 psi InsulBase, H Note 2 ft2 or SECUROCK Gypsum -Fiber OB500, 6 -inch o.c. hot 60.0 structural concrete Shield Roof Board torch -applied CAA or asphalt Exterior Research and Design, I.I.C. d/b/a Trinity ) ERD Evaluation Report C33680.09.10-1114 for FL14083-R14 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 11 of 57 TABLE 2C STEEL oR STRUCTURAL CONCRETE DECKS - NEW CONSTRUCTION, REROOF (TEAR OFF) OR RECOVER s` v: SYSTEMYPE S -Y: `IVIECHANICALCY ATTACHED THERMAL`BARRIER BONDED VAPOR=BARRIER` B NDED 1 NSUL_ATION, BONDEDtROOF COVER4aS y, ..,.>...-, s. c n ' System Deck Thermal Barrier Vapor Base Insulation Top Insulation Roof Cover / Adhesive MDP No. Note 1 Primer Barrier Notes 16 & 18TypeAttachTypeAttach ( ) sfp ) Type Fasten Attach SURE -,WELD SURE -WELD H$.OR SPECTRO WELDMEMBRANE APPLICATIONS a..F, ,. .,:._ .....-. - m. ......a.. .., ._: FAST 100, FAST Min. 0. 25 -inch FAST 100, FAST Min. 22 ga., type B, Min. 0.5 -inch Dens Deck Min. 1.5 -inch Dens Deck Grade 33 steel or Prime or min. 0.625 -inch 1 per 2 CAV- VapAir Seal Polyiso HP -H, 100 LV, BIAS, Prime or 100 LV, BIAS, Sure -Weld / Sure - SC -43 min. 2,500 psi SECUROCK Gypsum -Fiber Note 2 ft2 GRIP 725TR, self- InsulBase, H- FAST D -C, SECUROCK FAST D -C, Weld BA or Low VOC 45.0* structural concrete Roof Board Primer adhering Shield Flexible FAST Gypsum -Fiber Flexible FAST BA RIBBONRIBBON) RIBBON) Roof Board Min. 22 ga., type B, Min. 0.5 -inch Dens Deck Min. 1.5 -inch Optional) Grade 33 steel or Prime or min. 0.625 -inch 1 per 2 CAV- VapAir Seal Polyiso HP -H, FAST 100 Additional FAST 100 Sure -Weld /Sure SC -44 min. 2,500sip SECUROCK Gypsum -FiberYp Note 2 ft2 GRIP 725TR, self- InsulBase, H- Ribbon or Full) layers base Ribbon or Full) Weld BA or Low VOC 52.5 structural concrete Roof Board Primer adhering Shield insulation BA Min. 22 ga., type B, Min. 0.5 -inch Dens Deck Min. 1.5 -inch FAST 100 LV, Optional) FAST 100 LV, Grade 33 steel or Prime or min. 0.625 -inch 1 per 2 CAV- VapAir Seal Polyiso HP -H, BIAB, FAST D -C, Additional BIAB, FAST D -C, Sure -Weld / Sure - SC -45 min.,2,500 psi , - SECUROCK Gypsum -Fiber Note 2. ft2 GRIP 725TR, self- InsulBase, H- Flexible FAST layers base Flexible FAST Weld BA or Low VOC 52.5 structural concrete Roof Board PrimGr er adhering Shield RIBBON) insulation RIBBON) BA CEBASPECTRO,W,ELDFLEECEBACK MEMBRANEAPPLICATIONSSURE -W ELDFLEECKOR Min. 22 ga., type B, Min. 0.5 -inch Dens Deck Optional) FAST 100 LV, FAST 100 LV, Sure -Weld FleeceBACK Grade 33 steel or Prime or min. 0.625 -inch 1 per 2 CAV- VapAir Seal Min. 1.5 -inch BIAS, FAST D -C, Min. 2 -inch BIAS, FAST D -C, FAST 100 LV, FAST D- SC -46 min. 2,500 psi SECUROCK Gypsum -Fiber Note 2 ft2 GRIP 725TR, self- Polyiso HP -H, Flexible FAST SecurShield HD Flexible FAST C, Flexible FAST, FAST 45.0* structural concrete Roof Board Primer adhering InsulBase, H- RIBBON) Composite RIBBON) D -T (RIBBON, 12 -inch Shield o.c.) Min. 0.25 -inch Min. 22 ga., type B, Min. 0.5 -inch Dens Deck Min. 1.5 inch FAST 100 LV, Dens Deck FAST 100 LV Sure-Weld FleeceBACK 33 steel or Prime or min. 0.625 -inch 1 per 2 CAV- VapAir Seal Polyiso HP -H, BIAB, FAST D -C, Prime or BIAB, FAST D -C, FAST 100 LV, FAST D- SC-47Grade min. 2,500 psi SECUROCK Gypsum -Fiber Note 2 ft2 GRIP 725TR, self- InsulBase, H- Flexible FAST SECUROCK Flexible FAST Flexible FAST, FAST 45.0* structural concrete Roof Board Primer adhering Shield RIBBON) RIBBON Gypsum -FiberYP RIBBON) DD -T (RIBBON, 6 -inch Roof Board o.c.) Min. 22 ga., type B, Min. 0.5 -inch Dens Deck CAV- VapAir Seal Min. 1.5 -inch FAST 100 LV, Min. 0.5 -inch FAST 100 LV, BIAB, FAST D Sure -Weld FleeceBACK Grade 33 steel or Prime or min. 0.625 -inch 1 per 2 Polyiso HP -H, BIAS, FAST D -C, SecurShield HD C, FAST 100 LV, FAST D- SC -48 min. 2,500 psi SECUROCK Gypsum -Fiber Note 2 ft2 GRIP 725TR, self- InsulBase, H- Flexible FAST or SecurShield Flexible FAST C, Flexible FAST, FAST 45.0* structural concrete Roof Board Primer adhering Shield RIBBON) HD Plus RIBBON, 6 -inch D -T (FULL) o.c.) Min. 22 ga., type B, Min. 0.5 -inch Dens Deck Min1.5-inch Grade 33 steel or Prime or min. 0.625 -inch 1 per 2 CAV- VapAir Seal Polyiso HP -H, FAST 100 Min. 0.5 -inch FAST 100 Sure -Weld FleeceBACK SC -49 min. 2,500 psip SECUROCK Gypsum -Fiberyp Note 2 ft2 GRIP 725TR, self- InsulBase, H- Ribbon or Full) HP Recovery Ribbon or Full) FAST 100, FAST D -T 52.5 structural concrete Roof Board Primer adhering Shield Board FULL) FBC NON-HVHZ EVALUATION Evaluation Report C33680.09.10 -R14 for F1.14083-1114 Revision 14: 01/30/2017 Appendix 1, Page 12 of 57 n+ -. TABLE 2C ;STEEL Ora STRUCTURAL CONCRETE DECKS "- NEW:CONSTRUCTION, REROOF; TEAR OR RECOVEROFF s."..' x.•-....'. Sr SYSTEM TYPE B 2: MECHANIGALLYATTACHE16 DTRERMAL"-BARRIER BONDED VAPOR=BARRIER'' BONDED INSULATION 4 r, w System Deck Thermal Barrier Vapor Base Insulation Top Insulation Roof Cover / Adhesive MDP No. Note 1 Primer Barrier Notes 16 & 18TypeAttachTypeAttach ( 1 psf) Typeyp Fasten Attach Min. 0.25 -inch Min. 22 ga., type B, Min. 0.5 -inch Dens Deck Min. 1.5 -inch FAST 100 LV, Dens Deck FAST 100 LV, Sure -Weld FleeceBACK Grade 33 steel or Prime or min. 0.625 -inch 1 per 2 CAV- VapAir SealPolyiso HP -H, BIAB, FAST D -C, Prime or BIAB, FAST D -C, /-FAST 100 LV, FAST D- SC -50 min. 2,500 psi SECUROCK Gypsum -Fiber Note 2 ft2 GRIP 725TR, self- InsulBase, H- Flexible FAST SECUROCK Flexible FAST C, Flexible FAST, FAST 52.5 structural concrete Roof Board Primer adhering Shield RIBBON) Gypsum -Fiber RIBBON) D -T (FULL) Roof Board Exterior Research and Design, LLC. d/b/a Trinity ) ERD Evaluation Report C33680.09.10 -R14 for FL14083-R14 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 13 of 57 QOTRINITYIERD TABLE 2D STEEL ori STRUCTURAL CONCRETE DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C-1 MECHANICALLY ATTACHED INSULATION BONDED ROOF COVERA System Deck Base Insulation Layer Top Insulation Layer Roof Cover / Adhesive MDP Type Fasteners AttachNo. Note 1) Optional for Recover) Notes 16 & 18) psf) T _ SURE WELD $URE WELD H$ OR SPE CTRO WELD MEMB(2AIJE APPLICATIONS ' '. 11. Min. 22 ga., type B, Grade Min. 1.5 -inch thick, one or more layers, Min 7/16 -inch APA or TECO rated 1 per 3.2 Sure -Weld / Aqua Base 120 BA or 37.5* SC -51 33 steel any combination, loose laid OSB Trufast SIP LD Fasteners ftZ Sure -Weld BA Min. 22 ga., type B, Grade Optional) One or more layers, any 1 per 1.6 Sure -Weld /Aqua Base 120 BA or SC -52 33 steel or min. 2,500 psi Min. 1 -inch ACFoam II or ENRGY 3 Note 2 37.5* structural concrete combination, loose laid ftZ Sure -Weld BA Min. 22 ga., type B, Grade Min. 1.5 -inch thick, one or more layers, Min 0.25 -inch SECUROCK 1 per 2.67 SC -53 33 steel or min. 2,500 psi Note 2 Sure -Weld / Low VOC BA 37.5* structural concrete any combination, loose laid Gypsum -Fiber Roof Board ftZ Min. 22 ga., type B, Grade Min. 1.5 -inch thick, one or more layers, Min. 0.5 -inch SecurShield HD or 1 per 2.67 Sure -Weld /Sure -Weld BA or LowSC -54 33 steel or min. 2,500 psi Note 2 37.5* structural concrete any combination, loose laid H -Shield HD ftZ VOC BA Min. 22 ga., type B, Grade Min. 1.5 -inch thick, one or more layers, Min 0.25 -inch SECUROCK 1 per 2.67 Sure -Weld / Aqua Base 120 BA, SC -55 33 steel or min. 2,500 psi Note 2 37.5* structural concrete any combination, loose laid Gypsum -Fiber Roof Board ftZ Sure Weld BA or Low VOC BA Carlisle InsulFast or OMG #12 SC Min. 22 ga., type B, Grade Min. 2 -inch thick, one or more layers, Min 0.5 -inch SECUROCK Gypsum- Roofgrip with SecurFast 1 per 5.33 Sure -Weld / Aqua Base 120 BA, 56 33 steel any combination, loose laid Fiber Roof Board Insulation Fastening Plate or ftZ Sure -Weld BA or Low VOC BA 37.5* OMG 3 in. Galvalume Steel Plate Carlisle InsulFast or CMG #12 Min. 22 ga., type B, Grade Min. 2 -inch thick, one or more layers, Min 0.25 -inch SECUROCK Roofgrip with SecurFast 1 per 3.2 Sure -Weld / Aqua Base 120 BA, SC -57 33 steel any combination, loose laid Gypsum -Fiber Roof Board Insulation Fastening Plate or ftZ Sure -Weld BA or Low VOC BA 45.0* CMG 3 in. Galvalume Steel Plate Min. 22 ga., type B, Grade Min. 1.5 -inch thick, one or more layers, Min 0.25 -inch SECUROCK 1 per 2.0 Sure -Weld /Aqua Base 120 BA, SC -58 33 steel or min. 2,500 psi Note 2 45.0* structural concrete any combination, loose laid Gypsum -Fiber Roof Board ftZ Sure -Weld BA or Low VOC BA Carlisle InsulFast or OMG #12 Min. 22 ga., type B, Grade Min. 2 -inch thick, one or more layers, Min 0.375 -inch SECUROCK Roofgrip with SecurFast 1 per 4.0 Sure -Weld /Aqua Base 120 BA, SC -59 33 steel any combination, loose laid Gypsum -Fiber Roof Board Insulation Fastening Plate or ftz Sure -Weld BA or Low VOC BA 45.0* OMG 3 in. Galvalume Steel Plate Min. 22 ga., type B, Grade Min. 1.5 -inch thick, one or more layers, Carlisle InsulFast with Sure -Seal 1 per 4.0 Sure -Weld / Sure -Weld BA or LowSC -60 33 steel any combination, loose laid Min 0.5 -inch Dens Deck Prime Insulation Plate (aka, Carlisle's ftZ VOC BA 45.0* nsulation Fastening Plate) Min. 22 ga., type B, Grade SC -61 33 steel or min. 2,500 psi Min. 1.5 -inch thick, one or more layers, Min 0.50 -inch SECUROCK Note 2 1 per 3.2 Sure -Weld / Aqua Base 120 BA, 45.0* structural concrete any combination, loose laid Gypsum -Fiber Roof Board ftz Sure -Weld BA or Low VOC BA Carlisle InsulFast or OMG #12 SC -62 Min. 22 ga., type B, Grade Min. 2 -inch thick, one or more layers, Min 0.625 -inch SECUROCK Roofgrip with SecurFast 1 per 5.33 Sure -Weld / Aqua Base 120 BA, 33 steel any combination, loose laid Gypsum -Fiber Roof Board Insulation Fastening Plate or ftZ Sure -Weld BA or Low VOC BA 45.0* CMG 3 in. Galvalume Steel Plate Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report C33680.09.10 -R14 for F1.34083-1114 Certificate of Authorization #9503 FBC NON-HVH2 EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 14 of 57 QOTRINITYIERD ` e+.:r, TABLE 2D: STEEL oRSTRUCT.URAL CQNCRETEDECKS ,"_NEW CONS CRUCTION REROOF TeAR OFF }011 RECOVER SYSTEM TYPE C, MECHANICALLY ATTACHED'INSULATIQN'.BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover / Adhesive MDP No. Note 1) Optional for Recover) Notes 16 & 18) psf) Type Fasteners Attach Min. 22 ga., type B, Grade SC -63 33 steel or min. 2,500 psi Min. 1.5 -inch thick, one or more layers, Min 0.625 -inch SECUROCK Note 2 1 per 4.0 Sure -Weld /Aqua Base 120 BA, 45.0* structural concrete any combination, loose laid Gypsum -Fiber Roof Board ft2 Sure -Weld BA or Low VOC BA Min. 22 ga., type B, Grade Min. 1.5 -inch thick, one or more layers, Min 7/16 -inch APA or TECO rated 1 per 2.67 Sure -Weld / Aqua Base 120 BA or SC 64 33 steel any combination, loose laid OSB Trufast SIP LD Fasteners ft2 Sure -Weld BA 45.0* Min. 22 ga., type B, Grade Min. 1.5 -inch thick, one or more layers, Min 7/16 -inch APA or TECO rated 1 per 3.6 Sure -Weld /Aqua Base 120 BA or SC -65 33'steel or min. 2,500 psi Note 2 45.0* any combination, loose laid OSB ft2 Sure -Weld BA structural concrete Min. 22 ga., type B, Grade Optional) One or more layers, any Min. 1 -inch Polyiso HP -H, 1 per 1.6 Sure -Weld / Aqua Base 120 BA or SC -66 33 steel or min. 2,500 psi InsulBase, H -Shield, SecurShield, Note 2 45.0* structural concrete combination, loose laid H -Shield CG ft2 Sure -Weld BA Min. 22 ga., type B, Grade Min. 1.5 -inch ACFoam II, Polyiso Optional) One or more layers, any HP -H, InsulBase, H -Shield, 1 per 2.0 Sure -Weld / Aqua Base 120 BA or SC 67 steelorl min. psi Note 2 45.0* structuralt concreteto combination, loose laid SecurShield, H -Shield CG, ENRGY ft2 Sure -Weld BA 3 Min. 22 ga., type B, Grade Min. 1.5 -inch Polyiso HP -H, Carlisle InsulFast or OMG #12 SC -68 steel min. psi Optional) One or more layers, any InsulBase, H -Shield, SecurShield, Roofgrip with OMG 3 in. 1 per 3.2 Sure -Weld / Aqua Base 120 BA, 45.0 * structural Structural l Concretteo combination, loose laid H -Shield CG Galvalume Steel Plate or CMG ft2 Sure -Weld BA or Low VOC BA Flat Bottom Metal Plate Min. 22 ga., type B, Grade Min. 1.5 -inch SecurShield HD Optional) One or more layers, any 1 per 2.0 Sure Weld /Sure Weld BA or Low SC -69 33 steel or min. 2,500 psi Composite, H -Shield HD Note 2 BA 45.0* structural concrete combination, loose laid Composite ft VOC Min. 22 ga., type B, Grade Min. 2.0 -inch ACFoam II, Polyiso SC -70 steel min. psi Optional) One or more layers, any HP -H, InsulBase, H -Shield, Note 2 1 per 4.0 Sure -Weld / Aqua Base 120 BA or 45.0 * structuralstconcrete combination, loose laid SecurShield, H -Shield CG, ENRGY ft2 Sure -Weld BA 3 Min. 22 ga., type B, Grade Optional) One or more layers, any Min. 2.0 -inch SecurShield HD 1 per 4.0 Sure -Weld /Sure -Weld BA or Low SC -71 33 steel or min. 2,500 psi Composite, H -Shield HD Note 2 45.0* structural concrete combination, loose laid Composite ft2 VOC BA Min. 22 ga., type B, Grade 40 steel, 6 ft span; 5/8" diameter Carlisle InsulFast or CMG #12 SC -72 puddle welds 6" o.c., side laps Optional) One or more layers, any Min. 1.5 -inch Polyiso HP -H, Roofgrip with SecurFast 1 per 2.0 Sure -Weld / Sure -Weld BA 45.0secured24" o.c. w/ %"-14x1" combination, loose laid InsulBase, H -Shield Insulation Fastening Plate or ft2 long self -tapping hex -head CMG 3 in. Galvalume Steel Plate screw Min. 22 ga., type B, Grade SC -73 33 steel or min. 2,500 psi Min. 1.5 -inch thick, one or more layers, Min. 0.5 -inch SecurShield HD or Note 2 1 per 2.0 Sure -Weld /Sure -Weld BA or Low 45.0* structural concrete any combination, loose laid H -Shield HD ft2 VOC BA Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report C33680.09.10 -R14 for F1.14083-1114 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 15 of 57 r i s iQOTRINITYERD x...w.v...>. r. .r» -:.s. •. .z' ..'+fn GTZs. TABLE 2-P.:: STEEL oa STRUCTURAL C'OkRETE DECKS - NEW CONSTRUCTION, REROOF (TeAR-OFFf oR RECOVER yz 471"SYSTE-WI TYPE G1 MECHANICAL`LY ATTACHED INSULATIC+N, BONDED ROOF COVER q A y System Deck Base Insulation Layer Top Insulation Layer Roof Cover / Adhesive MDP Type Fasteners AttachNo. Note 1) Optional for Recover) Notes 16 & 18) psf) Min. 22 ga:, type B, Grade Min. 1.5 -inch Polyiso HP -H, InsulBase, SC -74 33 steel or structural HP -N or HP -W, H -Shield, SecurShield, Min. 0.5 -inch SecurShield HD Plus Note 2 1 per 4 ft' Sure Weld /Sure -Weld BA or Low 45.0* concrete H -Shield CG, ENRGY 3 or ACFoam II VOC BA Min. 22 ga., type B, Grade Min. 1.5 -inch thick, one or more layers, Min 7/16 inch APA or TECO rated 1 per 1.9 SC -75 33 steel or min. 2,500 psi any combination, loose laid OSB Note 2 ftZ Sure -Weld / Aqua Base 120 BA 52.5 structural concrete Min. 22 ga., type B, Grade Min. 1.5 -inch Polyiso HP -H, InsulBase, SC -76 33 steel or structural HP -N or HP -W, H -Shield, SecurShield, Min. 0.5 -inch SecurShield HD Plus. Note 2 1 per 1.78 Sure Weld /Sure Weld BA or Low 60.0 concrete H -Shield CG, ENRGY 3 or ACFoam II ftZ VOC BA Min. 22 ga., type B, Grade Min. inch thick, one omore layers, 1 per 1.6 SC -77 33 steel or min. 2,500 psi any combination, loose laid Min 0.5 -inch Dens Deck Prime Note 2 ftZ Sure -Weld / Sure -Weld BA 60.0 structural concrete Carlisle InsulFast or CMG #12 SC 78 Min. 22 ga„ type B, Grade Min. 1.5 -,inch thick, one or more layers, Min -0.25 -inch SECUROCK Roofgrip with SecurFast 1 1 ft2 Sure -Weld /Aqua Base 120 BA, 33 steel any combination, loose laid Gypsum -Fiber Roof Board Insulation Fastening Plate or per Sure -Weld BA or Low VOC BA 60.0 OMG 3 in. Galvalume Steel Plate Min. 22 ga., type B, Grade Min. inch thick, one omore layers, Min 7/16 -inch APA or TECO rated 1 per 1.9 SC -79 33 steel or min. 2,500 psi any combination, loose laid OSB Note 2 ft2 Sure -Weld / Sure -Weld BA 75.0 structural concrete Min. 22 ga., type B, Grade Min 2.0 -inch ACFoam II, Polyiso SC -80 steelorl min. psi Optional) One or more layers, any HP -H, InsulBase, H -Shield, Note 2 1 per 1.6 Sure -Weld /Sure -Weld BA 75.0 structural ttconcrete combination, loose laid SecurShield, H -Shield CG, ENRGY ftZ 3 Min. 22 ga., type B, Grade Optional) One or more layers, any Min2.0-inch SecurShield HD 1 per 1.6 Sure -Weld /Sure -Weld BA or LowSC -81 33 steel or min. 2,500 psi Composite, H -Shield HD Note 2 75.0 structural concrete combination, loose laid Composite ftZ VOC BA Min. 22 ga., type B, Grade Min. inch thick, one omore layers, Min 0.5 -inch SECUROCK Gypsum- 1 per 1.6 SC -82 33 steel or min. 2,500 psi any combination, loose laidd RoFiberRoof Board Note 2 ftZ Sure -Weld / Low VOC BA 75.0 structural concrete Min. 22 ga., type B, Grade SC -83 33 steel or min. 2,500 psi Min. 1.5 -inch thick, one or more layers, Min 0.5 -inch SECUROCK Gypsum- Note 2 1 per 1.6 Sure -Weld / Sure -Weld BA 82.5 structural concrete any combination, loose laid Fiber Roof Board ftZ Min. 22 ga., type B, Grade Min. 1.5 -inch thick, one or more layers, Carlisle InsulFast with Sure -Seal Sure Weld /Sure -Weld BA or LowSC -84 33 steel any combination, loose laid Min 0.5 -inch Dens Deck Prime Insulation Plate (aka, Carlisle's 1 per 1 ftZ VOC BA 82'5 Insulation Fastening Plate) Min. 22 ga., type B, Grade Min. 1.5 -inch thick, one or more layers, Min 7/16 -inch APA or TECO rated SC -85 33 steel or min. 2,500 psi any combination, loose laid OSB Note 2 1 per 1 ftZ Sure -Weld / Sure -Weld BA 97.5 structural concrete Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 FBC NON-HVHZ EVALUATION t Evaluation Report C33680.09.10 -R14 for FL34083-1134 Revision 14: 01/30/2017 Appendix 1, Page 16 of 57 MIT M TABLE 2D -STEEL OR STRUCTURAL CONCRETE DECKS,: NEW CONSTRUCTION; REROOF (TeAR OFF) Oa RECOVER n x. SYSTEM TYPE C-1 MECHANICALLY ATfiACHED INSULATION BONDED;ROOF COVER " System Deck Base Insulation Layer ` Top Insulation Layer Roof Cover/ Adhesive MDP No. Note 1) Optional for Recover) Notes 16 & 18) psf) Type Fasteners Attach Min. 20 ga., type B, Grade Optional) Min. 1.5 -inch thick, one or SC -86 33 steel or min. 2,500 psi more layers, any combination, loose Min. 0.625 inch SECUROCK Note 2 1 per 1.33 Sure -Weld /Sure -Weld BA 112.5 structural concrete laid Gypsum -Fiber Roof Board ft2 Min. 18 ga., type B, Grade SC -87 33 steel or min. 2,500 psi Min. 2 -inch thick, one or more layers, Min. 0.5 -inch SECUROCK Gypsum- Note 2 1 per 1.33 Sure -Weld / Sure -Weld BA 112.5 structural concrete any combination, loose laid Fiber Roof Board ft2 Min. 22 ga., type B, Grade Min. 1.5 -inch Polyiso HP -H, InsulBase, 1 per 1.33 Sure Weld /Sure -Weld BA or Low SC -88 33 steel or structural HP -N or HP -W, H -Shield, SecurShield, Min. 0.5 -inch SecurShield HD Plus Note 2 112.5 concrete H -Shield CG, ENRGY 3 or ACFoam II ft2 VOC BA Min. 22 ga., type B, GradeMin. 2.0 -inch SecurShield HD Min. inch thick, one more layers, Sure -Weld /Sure Weld BA or Low SC -89 33 steel or min. 2,500 psi Composite, H -Shield HD Note 2 1 per 1 ft2 112.5 structural concrete omanycombination, loose laida Composite VOC BA Min. 22 ga., type B, Grade SC -90 33 steel or min. 2,500 psi Optional) One or more layers, any Min 2 -inch SecurShield, H -Shield Note 2 1 per 1 ft2 Sure -Weld / Sure -Weld BA 120.0 structural concrete combination, loose laid CG Min. 22 ga., type B, Grade SC -91 33 steel or min. 2,500 psi Min. 1.5 -inch thick, one or more layers, Min 0.5 -inch SECUROCK Gypsum - Note 2 1 per 1 ft2 Sure -Weld / Low VOC BA 127.5 structural concrete any combination, loose laid Fiber Roof Board Min. 22 ga., type B, Grade Min. 1.5 -inch thick, one or more layers, Carlisle InsulFast with Sure -Seal Sure -Weld / Sure -Weld BA or Low SC -92 80 steel any combination, loose laid Min 0.5 -inch Dens Deck Prime Insulation Plate (aka, Carlisle's 1 per 1 ft2 VOC BA 127.5 Insulation Fastening Plate) Min. 22 ga., type B, Grade SC -93 33 steel or min. 2,500 psi Min. inch thick, one omore layers, Min. 2.0 -inch SecurShield or H- Note 2 1 per 1 ft2 Sure -Weld / Low VOC BA 127.5 structural concrete any combination, loose laid Shield CG x a 3 ...: ^b...'a.n 1:, Yk y T. >,. vs 1. 5.., 7t`. y_::: 1: „s. ... F r. a. ; SURE..,WELOFLEECEBACK:QRSPECTRO.WELDFLEECEBACK.MEMBRANEAP.P.LICATIONS K...e ,:a,. „r.,- .:..;, a,...`"5..»s r4 .ew.:.\'.w U`,i.x .c,^;i';.; r,' xn,ea"F. a,k:+u{ k ...•. .,1„ ,a Carlisle InsulFast or CMG #12 Min. 22 ga., type B, Grade Min. 2 -inch thick, one or more layers, Min 0.5 -inch SECUROCK Gypsum- Roofgrip with SecurFast 1 per 5.33 Sure -Weld FleeceBACK / FAST 100 SC -94 33 steel any combination, loose laid Fiber Roof Board Insulation Fastening Plate or ft2 LV, FAST D -T (FULL) 37.5* OMG 3 in: Galvalume Steel Plate Min. 1.5 -inch Polyiso HP -H, Carlisle InsulFast or OMG #12 Min. 22 ga., type B, Grade Optional) One or more layers, any Roofgrip with CMG 3 in. 1 per 3.2 Sure -Weld FleeceBACK / FAST 100 SC -95 InsulBase, H -Shield, SecurShield, 45.0* 33 steel combination, loose laid Galvalume Steel Plate or OMG ft2 LV, Flexible FAST, FAST D -T (FULL) H -Shield CG Flat Bottom Metal Plate Min. 22 ga., type B, Grade Min. 1.5 -inch Polyiso HP -H, Sure -Weld FleeceBACK / FAST 100 or SC -96 33 steel or min. 2,500 psi Optional) One or more layers, any InsulBase, H -Shield, SecurShield, Note 2 1 per 3.2 FAST 100 LV, FAST D -T (RIBBON, 12- 45.0* combination, loose laid ft2 structural concrete H -Shield CG inch o.c.) Min. 22 ga., type B, Grade Min. 2 -inch Polyiso HP -H, Sure -Weld FleeceBACK / FAST 100 or Optional) One or more layers, anySC -97 33 steel or min. 2,500 psi combinationloose laid InsulBase, H -Shield, SecurShield, Note 2 1 per 4 ft2 FAST 100 LV, FAST D -T (RIBBON, 12- 45.0* structural concrete H -Shield CG I I inch o.c.) Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report C33680.09.10-1314 for F1.34083-1134 Certificate of Authorization #19503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 17 of 57 TABLE 2D:,STEEL oR STRUCTURAL' CONCRETE' -DECKS - NiW CONSTRUCTION; REROOF NEAR OFF) oR RECOVER SYSTEM TYPE C;.1 MECHANICALLY ATTACHED INSULATION, BONDED ROOF System Deck Base Insulation Layer Top Insulation Layer Roof Cover / Adhesive MDP Type Fasteners AttachNo. Note 1) Optional for Recover) Notes 16 & 18) psf) Min. 22 ga., type B, Grade Optional) One or more layers, any Min. 2 -inch SecurShield HD Sure -Weld FleeceBACK / FAST 100 or SC -98 33 steel or min. 2,500 psi combination, loose laid Composite, H -Shield HD Note 2 1 per 4 ftZ FAST 100 LV, FAST D -T (RIBBON, 12- 45.0* structural concrete Composite inch o.c.) Min. 22 ga., type B, Grade Min. 1.5 -inch thick, one or more layers, 1 per 2.0 Sure -Weld FleeceBACK / FAST 100, SC -99 33 steel or min. 2,500 psi any combination, loose laid Min 0.25 -inch Dens Deck Prime Note 2 ftz FAST 100 LV, FAST D -T (RIBBON, 12- 45.0* structural concrete inch o.c.) Min. 22 ga., type B, Grade Min. 1.5 -inch thick, one or more layers, 1 per 2.0 Sure -Weld FleeceBACK / FAST 100, SC -100 33 steel or min. 2,500 psi any combination, loose laid Min 0.5 -inch Dens Deck Prime Note 2 ft2 FAST 100 LV, Flexible FAST, FAST D -T 45.0* structural concrete RIBBON, 12 -inch o.c.) Carlisle InsulFast or OMG #12 SC Min. 22 ga., type B, Grade Min. 2 -inch thick, one or more layers, Min 0.25 -inch SECUROCK Roofgrip with SecurFast 1 per 3.2 Sure -Weld FleeceBACK / FAST 100 101 33 steel any combination, loose laid Gypsum -Fiber Roof Board Insulation Fastening Plate or ftZ LV, FAST D -T (FULL) 45.0* CMG 3 in. Galvalume Steel Plate Carlisle InsulFast or CMG #12 SC Min. 22 ga.,""type B, Grade Min. 2 -inch thick, ohe or more layers, Min 0.375 -inch SECUROCK Roofgrip with SecurFast 1 per 4.0 Sure -Weld FleeceBACK / FAST 100102 33 steel any combination, loose laid Gypsum -Fiber Roof Board Insulation Fastening Plate or ftZ LV, FAST D -T (FULL) 45.0* OMG 3 in. Galvalume Steel Plate Carlisle InsulFast or OMG #12 SC Min. 22 ga., type B, Grade Min. 2 -inch thick, one or more layers, Min 0.625 -inch SECUROCK Roofgrip with SecurFast 1 per 5.33 Sure -Weld FleeceBACK / FAST 100103 33 steel any combination, loose laid Gypsum -Fiber Roof Board Insulation Fastening Plate or ftZ LV, FAST D -T (FULL) 45.0* CMG 3 in. Galvalume Steel Plate Min. 22 ga., type B, Grade Min. 1.5 -inch Polyiso HP -H, InsulBase, SC -104 33 steel or structural HP -N or HP -W, H -Shield, SecurShield, Min. 0.5 -inch SecurShield HD Plus Note 2 1 per 4 ft Sure -Weld FleeceBACK / Flexible 45.0* concrete H -Shield CG, ENRGY 3 or ACFoam II FAST, FAST D -T (FULL) Min. 22 ga., type B, Grade Min. 1.5 -inch Polyiso HP -H, InsulBase, SC -105 33 steel or structural HP -N or HP -W, H -Shield, SecurShield, Min. 0.5 -inch SecurShield HD Plus Note 2 1 per 1.78 Sure -Weld FleeceBACK / Flexible 60.0 concrete H -Shield CG, ENRGY 3 or ACFoam II ftZ FAST, FAST D -T (FULL) Carlisle InsulFast or CMG #12 SC -106 Min. 22 ga., type B, Grade Min. 1.5 -inch thick, one or more layers, Min 0.25 -inch SECUROCK Roofgrip with SecurFast 1 1 ft' Sure -Weld FleeceBACK / FAST 100 33 steel any combination, loose laid Gypsum -Fiber Roof Board Insulation Fastening Plate or per LV, FAST D -T (FULL) 60.0 OMG 3 in. Galvalume Steel Plate Min. 22 ga., type B, Grade Min. 1.5 -inch thick, one or more layers, Min 7/16 -inch APA or TECO rated 1 per 1.9 Sure -Weld FleeceBACK /FAST 100, SC -107 33 steel or min. 2,500 psi any combination, loose laid OSB Note 2 ftz FAST 100 LV, Flexible FAST, FAST D -T 75.0 structural concrete FULL) Min. 22 ga., type B, Grade SC -108 33 steel or min. 2,500 psi Min. 1.5 -inch thick, one or more layers, Min 0.5 -inch SECUROCK Gypsum- Note 2 1 per 1 ftZ Sure -Weld FleeceBACK / FAST 100, 82.5 structural concrete any combination, loose laid Fiber Roof Board FAST 100 LV, FAST D -T (FULL) A Exterior Research and Design, LLC. d/b/a Trinity ( ERD Evaluation Report C33680.09.10-1314 for FL14083-1114 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 18 of 57 r. QOTRINITYIERDI TY .." w ,:+a'Y% , i .„. y,..^3 . Y TABLE 2D tSTEEL oR`STRUCT,U.RAL CONCRETE DECKS YNEW CONSTRUCTION; REROOF' TEAR=OFF oR RECOVER r SYSTEM'TYPE G;1 MECHANICALLY ATTACHED:INSULATIQN,'BONDED ROOF.COVER a rt T System beck Base Insulation Layer Top Insulation Layer Roof Cover/ Adhesive MDP No. Note 1) Optional for Recover) Notes 16 & 18) psf) Type Fasteners Attach Min. 22 ga., type B, Grade 1 per 1.9 SC -109 33 steel or min. 2,500 psi Min. 1.5 -inch thick, one or more layers, Min 15/32 -inch OSB Note 2 ft2 Sure -Weld FleeceBACK /Aqua Base 82.5 structural concrete any combination, loose laid Carlisle 120 BA, HydroBond Water -Based SW F -27C) Min. 22 ga., type B, Grade Min. 1.5 -inch Polyiso HP -H, InsulBase, SC -110 33 steel or structural HP -N or HP -W, H -Shield, SecurShield, Min. 0.5 -inch SecurShield HD Plus Note 2 1 per 1.33 Sure -Weld FleeceBACK /Flexible 112.5 concrete H -Shield CG, ENRGY 3 or ACFoam II ft2 FAST, FAST D -T (FULL) Min. 22 ga., type B, Grade SC -111 33 steel or min. 2,500 psi Optional) One or more layers, any Min 2 -inch SecurShield, H-ShieldSure-Weld Note 2 1 per 1 ft2 FleeceBACK /FAST 100, 135.0 structural concrete combination, loose laid CG FAST 100 LV, FAST D -T (FULL) Min. 22 ga., type B, Grade Sure -Weld FleeceBACK / FAST 100, SC -112 33 steel or min. 2,500 psi Min. 1.5 inch thick, one or more layers, Min 7/16 -inch APA or TECO rated Note 2 1 per 1 ft2 FAST 100 LV, Flexible FAST, FAST D -T 135.0 structural concrete any combination, loose laid OSB FULL) Min. 22 ga., type B, Grade SC -113 80 steel or min. 2,500 psi Min. 1.5 -inch thick, one or more layers, Min 0.5 -inch SECU ROCK Gypsum -Sure Note 2 1 per 1 ft2 Weld FleeceBACK / FAST 100, 135.0 structural concrete any combination, loose laid Fiber Roof Board FAST 100 LV, FAST D -T (FULL) Min. 22 ga., type B, Grade Optional) One or more layers, any Min. 2.0 -inch SecurShield HD Sure -Weld FleeceBACK / FAST 100 SC -114 33 steel or min. 2,500 psi Composite, H -Shield HD Note 2 1 per 1 ft' 157.5 structural concrete combination, loose laid Composite LV (FULL) SURE WELDSAT_TPOMEMBRANEAPFUCATIONS Min. 22 ga., type B, Grade Optional for Recover) Min. 1.5 -inch SC -115 33 steel or min. 2,500 psi thick, one or more layers, any Min. 2 -inch Insulfoam SP Note 2 1 per 2.7 Sure -Weld SAT-TPO, self -adhered 30.0* structural concrete combination, loose laid ft2 Min. 22 ga., type B, Grade Optional for Recover) Min. 1.5 -inch SC -116 33 steel or min. 2,500 psi thick, one or more layers, any Min. 2 -inch Insulfoam SP Note 2 1 per Sure -Weld SAT-TPO, self -adhered 45.0* structural concrete combination, loose laid Min. 22 ga., type B, Grade Optional for Recover) Min. 1.5 -inch Min. 0.25 -inch Dens Deck Prime SC -117 33 steel or min. 2,500 psi thick, one or more layers, any or SECUROCK Gypsum -Fiber Roof Note 2 1 per 2.0 Sure -Weld SAT-TPO, self -adhered 45.0* structural concrete combination, loose laid Board or min 7/16 -inch APA or ft2 TECO rated OSB Min. 22 ga., type B, Grade Optional) Min. 1.5 -inch thick, one or Min. 1.5 -inch Polyiso HP -H, SC -118 33 steel or min. 2,500 psi more layers, any combination, loose InsulBase, H -Shield, SecurShield, Note 2 1 per 2.0 Sure -Weld SAT-TPO, self -adhered 45.0* structural concrete laid H -Shield CG Min. 22 ga., type B, Grade Optional) Min. 1.5 -inch thick, one or Min. 2.0 -inch Polyiso HP -H, SC -119 33 steel or min. 2,500 psi more layers, any combination, loose InsulBase, H -Shield, SecurShield, Note 2 1 per 1.6 Sure -Weld SAT-TPO, self -adhered 60.0 structural concrete laid H -Shield CG Exterior Research and Design, LLC. d/b/a Trinity ( ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 FBC NON-HVHZ EVALUATION Evaluation Report C33680.09.10 -R14 for FL14083-R14 Revision 14: 01/30/2017 Appendix 1, Page 19 of 57 QOTRINITYIERD TABLE 2E, STEEL oR STRUCTURAL CONCRETEbECKS -:NEW CONSTRUCTION; REROOF--(TEAR OFFS oR RECOVER Eb PLSYSTEMTYPEC4MEC.HANICALLY ATTACHED INSULATION,.BONED BASE PLY, BONDED ROOF. COVER k..., ,' .,.. --.. . . .,_ Roof Cover Adhesive System Deck Top Insulation Layer MDP Base Insulation Layer Notes 16 & 18) No. Note 1) psf) Type Fasteners Attach Base Ply Top Ply SUREzWELD AFXMEMBRANE APPLICATIONS ` x '. ' 't.z r. '., f Min. 22 ga., type B, Grade SC -120 33 steel or min. 2,500 psi Min. 1.5 -inch thick, one or more Min. 0.5 -inch Dens Deck Note 2 1 per 1.6 ftZ SureMB 90TG / Sure -Weld AFX / C- 52.5 structural concrete layers, any combination, loose laid Prime torch -applied CAA or hot asphalt Min. 22 ga., type B, Grade InsulFast with Sure -Seal SC -121 33 steel or min. 2,500 psi Min. 1.5 -inch thick, one or more Min. 0.5 -inch Dens Deck Insulation Plate (aka, 1 per 1.78 ft2 SureMB 90TG / Sure -Weld AFX / C- 67.5 structural concrete layers, any combination, loose laid Prime Carlisle's Insulation torch -applied CAA or hot asphalt Fastening Plate) Min. 22 ga., type B, Grade InsulFast with Sure -Seal SC -122 33 steel or min. 2,500 psi Min. 1.5 -inch thick, one or more Min. 0.5 -inch Dens Deck Insulation Plate (aka, 1 per 1.6 ftZ SureMB 90TG / Sure -Weld AFX / C- 75.0 structural concrete layers, any combination, loose laid Prime Carlisle's Insulation torch -applied CAA or hot asphalt Fastening Plate) Min. 22 ga.,B, Grade SC -123 33 steel min.in. 00 psi Min. 1.5 -inch thick, one or more Min. 0.5 -inch SECUROCK Note 2 1 per 1.6 ftZ SureMB 90TG / Sure -Weld AFX / C 75.0 structurall concrete layers, any combination, loose laid Gypsum -Fiber Roof Board torch -applied CAA or hot asphalt Min. 22 ga., type B, Grade Insull'ast with Sure -Seal SC -124 33 steel or min. 2,500 psi Min. 1.5 -inch thick, one or more Min. 0.5 -inch SECUROCK Insulation Plate (aka, 1 per 1 ft' SureMB 90TG / Sure -Weld AFX / C- 120.0 structural concrete layers, any combination, loose laid Gypsum -Fiber Roof Board Carlisle's Insulation torch -applied CAA or hot asphalt Fastening Plate) IN-HVHZ EVALUATION Evaluation Report C33680.09.10-1114 for F1.34083-1114 Revision 14: 01/30/2017 Appendix 1, Page 20 of 57 QOTRINITYIERD'- r TASTREROOF (Tear:Off) or RECOVERR SYSTEM TYPE C 2 _MECHANICALLY ATTACHEDaINSULATION^;PL'ATE-BONDED ROOF:COVER r _.r:. .^.. .... r .., r .. a r System Deck Attachment MDP No. Note 1) Insulation Layer RRoof Cover psf) Fasteners Density 7 Y per 5.33 ftZ Min. 22 a., typegyp Min. 1 -inch thick, one or more layers, Y ers Carlisle HP -X Fastener and 6 parts per 4 x 8 ft board) Sure -Weld bonded to RHINOBOND Insulation Plate SC -125 B, Grade 33 steel any combination. Note A. RHINOBOND Insulation Plate (TPO) or Per FM Loss Prevention Data TPO) or RHINOBOND TreadSafe Plate (TPO) with 45.0 RHINOBOND TreadSafe Plate (TPO) RHINOBOND tool per manufacturer's instructions. Sheet 1-29; Note B 1 per 4 ft2 Min. 22 a., typegYp Min. 1 -inch thick, one or more layers, Y Carlisle HP -X Fastener and 8 parts per 4 x 8 ft board) Sure -Weld bonded to RHINOBOND Insulation Plate SC -126 g Grade 33 steel_ an combination. Note A. y RHINOBOND Insulation Plate (TPO) or Per FM Loss Prevention Data TPO) or RHINOBOND TreadSafe Plate (TPO) with 52.5 RHINOBOND TreadSafe Plate (TPO) RHINOBOND tool per manufacturer's instructions. Sheet 1-29; Note B 1 per 4 ft' Min. 22 ga., type Min. 1 -inch thick, one or more layers, Carlisle HP -X Fastener and g parts per 4 x 8 ft board) Sure -Weld bonded to RHINOBOND Insulation Plate SC -127 B, Grade 80 steel any combination. Note A. RHINOBOND Insulation Plate (TPO) or Per FM Loss Prevention Data TPO) or RHINOBOND TreadSafe Plate (TPO) with 60.0 RHINOBOND TreadSafe Plate (TPO) RHINOBOND tool per manufacturer's instructions. Sheet 1-29; Note B 1per 2ft' Min. 22 ga., type Min. 1.5 -inch thick, one or more Carlisle HP -X Fastener and 16 parts per 4 x 8 ft board) Sure -Weld bonded to RHINOBOND Insulation Plate SC -128 B, Grade 33 steel layers, any combination. Note C. RHINOBOND Insulation Plate (TPO) or Per FM Loss Prevention Data TPO) or RHINOBOND TreadSafe Plate (TPO) with 97.5 RHINOBOND TreadSafe Plate (TPO) RHINOBOND tool per manufacturer's instructions. Sheet 1-29 Min. 1.5 -inch thick, one or more Carlisle HP -X Fastener and Sure -Weld (minimum 60 -mil) bonded to RHINOBOND SC -129 Min. 22 ga., type layers, any combination, prelim RHINOBOND Insulation Plate (TPO) or 12 -inch o.c. in rows 120 -inch o.c. Insulation Plate (TPO) or RHINOBOND TreadSafe Plate 30.0B, Grade 80 steel attach (Note 14) RHINOBOND TreadSafe Plate (TPO) TPO) with RHINOBOND tool per manufacturer's instructions. Min. 22 ga., type Min. 1.5 -inch thick, one or more Carlisle HP -X Fastener and Sure -Weld bonded to RHINOBOND Insulation Plate SC -130 g Grade 80 steel layers, any combination, prelim RHINOBOND Insulation Plate (TPO) or 6 -inch o.c. in rows 120 -inch o.c. TPO) or RHINOBOND TreadSafe Plate (TPO) with 37.5 attach (Note 14) RHINOBOND TreadSafe Plate (TPO) RHINOBOND tool per manufacturer's instructions. Min. 22 ga., type Min. 1.5 -inch thick, one or more Carlisle HP -X Fastener and Sure -Weld bonded to RHINOBOND Insulation Plate SC -131 B, Grade 80 steel layers, any combination, prelim RHINOBOND Insulation Plate (TPO) or 12 -inch o.c. in rows 60 -inch o.c. TPO) or RHINOBOND TreadSafe Plate (TPO) with 37.5 attach (Note 14) RHINOBOND TreadSafe Plate (TPO) RHINOBOND tool per manufacturer's instructions. Min. 1.5 -inch thick, one or more Carlisle HP -X Fastener and Sure -Weld (minimum 60 -mil) bonded to RHINOBOND SC -132 Min. 22 ga., type layers, any combination, prelim RHINOBOND Insulation Plate (TPO) or 12 -inch o.c. in rows 60 -inch o.c. Insulation Plate (TPC) or RHINOBOND TreadSafe Plate 45.0B, Grade 80 steel attach (Note 14) - RHINOBOND TreadSafe Plate (TPO) TPO) with RHINOBOND tool per manufacturer's instructions. Min. 1.5 -inch thick, one or more Carlisle.HP-X fastener and Sure -Weld (minimum 60 -mil) bonded to RHINOBOND SC -133 Min. 22 ga., type layers, any combination, prelim RHINOBOND Insulation Plate (TPO) or 6 -inch o.c. in rows 120 -inch o.c. Insulation Plate (TPO) or RHINOBOND TreadSafe Plate 52.5gGrade80steel attach (Note 14) RHINOBOND TreadSafe Plate (TPO) TPO) with RHINOBOND tool per manufacturer's instructions. Exterior Research and Design, LLC. d/b/a Trinity ( ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 FBC NON-HVHZ EVALUATION Evaluation Report C33680.09.10 -R14 for FL34083-R14 Revision 14: 01/30/2017 Appendix 1, Page 21 of 57 TABLE 2F *STEEL DECKS NEWCONSTRUCTIBN, REROOF (Tear- Off)-orRECOVER SYSTEM TYPE C 2 INSULATION;'PLATE':BONDED.ROOF COVER`,' MECHANICALLY,ATTACHED System Deck Attachment MDP Insulation Layer Roof Cover Fasteners DensityNo. Note 1) psf) Min. 1.5 -inch thick, one or more Carlisle HP -X Fastener and Sure -Weld bonded to RHINOBOND Insulation Plate SC -134 Min. 22 ga., type layers, any combination, prelim RHINOBOND Insulation Plate (TPO) or 6 -inch o.c. in rows 60 -inch o.c. TPO) or RHINOBOND TreadSafe Plate (TPO) with 67.5B, Grade 80 steel attach (Note 14) RHINOBOND TreadSafe Plate (TPO) RHINOBOND tool per manufacturer's instructions. Notes: A. For these assemblies, the 8 ft insulation board length is placed perpendicular to the steel deck ribs. B. The plate/fastener combination offset 12 inch from adjacent rows. C. For these assemblies, the 8 ft insulation board length is placed perpendicular to the steel deck ribs and each row of insulation is staggered by 1 foot. ISOWELD INDUCTION WELDING SYSTEM. ; , y, !°" ' ' "fit ` _ a - ,.. , w r ._. -. -.. ,:_ -, - Min. 22 ga., type One or more layers, any combination, Dekfast #15 HS with SFS isoweld® TPO Sure -Weld or Sure -Weld EXTRA bonded to SFS isoweld® SC -135 B, Grade 40 steel min. 1.5 -inch (Note 14) Plates (FI-P-6.8-TPO) 12 -inch o.c. in rows 60 -inch o.c. TPO Plates with SFS isoweld® 3000 stand-up tool. 37.5 Min. 22 ga., type One or more layers, any combination, Dekfast #12 DP with SFS isoweld® TPO Sure -Weld or Sure -Weld EXTRA bonded to SFS isoweld® SC -136 B, Grade 80 steel min. 1.5 -inch (Note 14) Plates (FI-P-6.8-TPO) 12 -inch o.c. in rows 60 -inch o.c. TPO Plates with SFS isoweld® 3000 stand-up tool. 37.5 Min. 22 ga., type One or more layers, any combination, Dekfast #15 HS with SFS isoweld® TPO 1 per 6 ft2 Sure -Weld or Sure -Weld EXTRA bonded to SFS isoweld® SC -137 B, Grade 40 steel min. 1.5 -inch (Note,14) Plates (F1 -P -6.8 -TPP) _,•. ••. 2x3 -ft, grid, staggered - TPO Plates -with SFS isoweld® 3000 stand-up tool. 52.5 SC Min. 22 ga., type One or more layers, any combination, Dekfast #12 with SFS isoweld® TPO 1 per 6 ft2 Sure -Weld or Sure -Weld EXTRA bonded to SFS isoweld® 138 B, Grade 80 steel min. 1.5 -inch (Note 14) Plates (FI-P-6.8-TPO) 2x3 -ft grid, staggered TPO Plates with SFS isoweld® 3000 stand-up tool. 52.5 SC Min. 22 ga., type One or more layers, any combination, Dekfast #15 HS with SFS isoweld® TPO 1 per 4 ft2 Sure -Weld or Sure -Weld EXTRA bonded to SFS isoweld® 139 B, Grade 40 steel min. 1.5 -inch (Note 14) Plates (FI-P-6.8-TPO) 2x2 -ft grid, staggered TPO Plates with SFS isoweld® 3000 stand-up tool. 60.0 SC Min. 22 ga., type One or more layers, any combination, Dekfast #12 with SFS isoweld® TPO 1 per 4 ft2 Sure -Weld or Sure -Weld EXTRA bonded to SFS isoweld® 140 B, Grade 80 steel min. 1.5 -inch (Note 14) Plates (FI-P-6.8-TPO) 2x2 -ft grid, staggered TPO Plates with SFS isoweld® 3000 stand-up tool. 60.0 SC Min. 22 ga., type One or more layers, any combination, Dekfast #15 HS with SFS isoweld® TPO 1 per 3 ft2 Sure -Weld or Sure -Weld EXTRA bonded to SFS isoweld® 141 B, Grade 40 steel min. 1.5 -inch (Note 14) Plates (FI-P-6.8-TPO) 1.5 x 2 -ft grid, staggered TPO Plates with SFS isoweld® 3000 stand-up tool. 82.5 Min. 22 ga., type One or more layers, any combination, Dekfast #12 DP with SFS isoweld® TPO 1 per 3 ft' Sure -Weld or Sure -Weld EXTRA bonded to SFS isoweld® SC -142 B, Grade 80 steel min. 1.5 -inch (Note 14) Plates (FI-P-6.8-TPO) 1.5 x 2 -ft grid, staggered TPO Plates with SFS isoweld® 3000 stand-up tool. 82'5 Min. 22 ga., type One or more layers, any combination, Dekfast #15 HS with SFS isoweld® TPO Sure -Weld or Sure -Weld EXTRA bonded to SFS isoweld® SC 143 g Grade 40 steel min. 1.5 -inch (Note 14) Plates (FI-P-6.8-TPO) 6 -inch o.c. in rows 60 -inch o.c. TPO Plates with SFS isoweld® 3000 stand-up tool. 90.0 SC -144 Min. 22 ga., type One or more layers, any combination, Dekfast #12 DP with SFS isoweld® TPO 6 -inch o.c. in rows 60 -inch o.c. Sure-Weld or Sure -Weld EXTRA bonded to SFS isoweld® 90.0BGrade80steelmin. 1.5 -inch (Note 14) Plates (FI-P-6.8-TPO) TPO Plates with SFS isoweld® 3000 stand-up tool. Exterior Research and Design, LLC. d/b/a Trinity ) ERD Evaluation Report C33680.09.10 -R14 for F1.74083-1134 ' Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 22 of 57 QOTRINITY I ERD TABLE 2G STEELokSTRUCTURALCONCRETE.:DECKS=NEWCONSTRU'CTION REROOF Tenn -OFF oeRECOVER y == M 5 ySYSTEMTYPED1MECHANICALLYATTACHEDROOFCOVER " INSULATED, laT -TPI,,. AR System Insulation Layer (Note 14) Roof Cover No. Deck (Note 1) Fastener La p La p Seam MDP Type Attach Membrane Fasteners psf) Spacing Width Spacing Weld BARE MEMBRANE,APPLICATiONs ^ . t iw:zt " d 1 a` .'•^ •°;#T k'4w sBACK s a ...? k`-k r. ...... _, -. v.r. p=.:. k3 z.[4•;,isi - `.-,. r 1, a t. - "`~ Sure -Weld or Min. 22 ga., type B, Carlisle HP -X Fastener (steel only), Carlisle HD 14-10 Grade 33 steel or min. Min: 1.5 -inch, one Prelim. Sure -Weld concrete only) or CD -10 (concrete only) Fasteners and 5.5- 138.5 -inch 1.5 -inchSC145 2,500 ppsi structural more layers, any attach EXTRA, Sure- Piranha Plate or #15 Roofg pri (steel only) with 2-3/8" 12 -inch o.c. inch O.C. outside 30.0 combinationco Weld HS or concrete Eyehook Seam Plates (AccuSeam) Spectro-Weld Min. 1.5 -inch, one Sure -Weld or Min. 22 ga., type B, Prelim. Trufast #15 EHD Fastener with Trufast 2.4" Barbed Metal 5.5- 138.5 -inch 1.5 -inchSC -146 Grade 33 steel or more layers, any attach Sure -Weld Seam Plates 12 -inch o.c. inch 30.0 combination EXTRA O.C. outside Min. 22 ga., type B, Sure -Weld or Carlisle HP -X Fastener (steel only), Carlisle HD 14-10Min. 1.5 -inch, one Grade 33 steel or min. Prelim. Sure -Weld concrete only) or CD -10 (concrete only) Fasteners and 5.5- 90.5 -inch 1.5 -inchSC -147 2,500 ppsi structural more layers, any attach EXTRA or Piranha Plate or #15 Roofg pri (steel only) with 2-3/8" 12 -inch o.c. inch O.C. outside 30.0 concrete cocombinationco Spectro-Weld Eyehook Seam Plates (AccuSeam) Min. 22 ga., type B, Grade Min. 1 -inch, one or 33 steel, 6 ft span, 5/8" more layers, any Sure -Weld or SC -148 diameter puddle welds 6" combination (optional Prelim. Sure Weld Carlisle HP -Xtra Fasteners and Piranha Xtra Plates 12 -inch o.c. 5.5- 90.5 -inch 1.5 -inch 30.0o.c., side laps secured 24" for recover) followed attach inch O.C. outside o.c. w/'/." -14x1" long self- by 3/8 -inch Insulfoam EXTRA tapping hex -head screw R -Tech EPS or Fan -Fold Min. 1.5 -inch, one Sure -Weld or Min. 22 ga., type B, Prelim. Trufast #15 EHD Fastener with Trufast 2.4" Barbed Metal 5.5- 66.5 -inch 1.5 -inchSC -149 or more layers, any Sure -Weld 18 -inch o.c. 30.0Grade80steel combination attach EXTRA Seam Plates inch O.C. outside Min. 22 ga., type B, Grade 40 steel or min. Min. 1 -inch, one or Prelim. Sure -Weld or Carlisle HP -X Fastener (steel only), Carlisle HD 14-10 5.5- 138.5 -inch 1.5 -inchSC -150 more layers, an y Sure -Weld concrete only) or CD -10 (concrete only) Fasteners and 6 inch o.c. 37.52,500 psi structural combinationa attach EXTRA Piranha Plate inch O.C. outside concrete Min. 22 ga., type B, Grade 80 steel or min. Min. 1.5 -inch, one Prelim. Carlisle HP -X Fastener (steel only), Carlisle HD 14-10 5.5- 138.5 -inch 1.5 -.inchSC -151 or more layers, any Sure -Weld HS concrete only) or CD -10 (concrete only) Fasteners and 6 -inch o.c. 37.5 psi structural attach inch O.C. outside combination Piranha Plate concreteconcrete Min. 22 ga., type B, Sure -Weld or Carlisle HP -X Fastener (steel only), Carlisle HD 14-10 Grade 80 steel or min. Min. 1.5 -inch, one Prelim. Sure -Weld concrete only) or CD -10 (concrete only) Fasteners and 5.5- 114.5 -inch 1.5 -inchSC -152 2,500 psi structural or more layers, an y attach EXTRA or Piranha Plate or #15 Roofgrip (steel only) with 2-3/8" 12 -inch o .c. inch O.C. outside 37.5 concrete combination Spectro-Weld Eyehook Seam Plates (AccuSeam) Min. 1.5 -inch, one Sure -Weld or Min. 22 ga., type B, Prelim. Trufast #15 EHD Fastener with Trufast 2.4" Barbed Metal 5.5- 114.5 -inch 1.5 -inchSC -153 Grade 80 steel or more layers, any attach Sure -Weld Seam Plates 12 -inch o.c. inch O.C. outside 37.5 combination EXTRA Exterior Research and Design, I.I.C. d/b/a Trinity ) ERD Evaluation Report C33680.09.10-1114 for FL14083-1114 Certificate of Authorization #9503 FBC NON-HVH2 EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 23 of 57 r m rvr TABLE 2G STEEL ok'STRUCTURAL CONC-RETE:DECKS ; NEW;CONSTRUCTION, RE_ROOF{TEAR OfF) oe RECOVER SYSTEM TYPE D ly ;'INSULATED, MECHANICALLY ATTACHED ROOF COVER A n o . System Insulation Layer (Note 14) Roof Cover Deck Note 1 ( ) Fastener lap Lap Seam MDP No. Type Attach Membrane Fasteners psf) Spacing Width Spacing Weld Min. 22 ga., type B, Min. 1.5 -inch, one Carlisle HP -Xtra Fasteners and Piranha Xtra Plates (steel SC -154 Grade 80 steel or min. or more layers, any Prelim. Sure -Weld HS only) or Carlisle HD 14-10 (concrete only) or CD -10 12 -inch o.c. 5.5- 114.5 -inch 1.5 -inch 37.5 2,500 psi structural combination attach concrete only) Fasteners and Piranha Plates inch O.C.outside concrete Min. 22 ga., type B, Grade Sure -Weld 33 steel, 6 ft span, 5/8" Min. 1 -inch, one or min. nominal SC 155 diameter puddle welds 6" more layers, any Prelim. 60 -mil) or Carlisle HP -Xtra Fasteners and Piranha Xtra Plates 12 -inch O.C. 5.5- 90.5 -inch 1.5 -inch 37.5 o.c., side laps secured 24" Attach inch O.C. outside o.c.w/%"-14x1"long self- combination Sure -Weld tapping hex -head screw EXTRA Min. 1.5 -inch, one Sure -Weld or Min. 22 ga., type B, Prelim. Trufast #15 EHD Fastener with Trufast 2.4" Barbed Metal 5.5- 66.5 -inch 1.5 -inch SC -156 or more layers, any Sure -Weld 12 -inch o.c. 37.5 Grade 33 steel combination attach EXTRA Seam Plates inch O.C. outside Min. 22 ga., type B, Grade 33 steel, 6 ft span, 5/8" Min. 1 -inch, one or Sure -Weld or diameter puddle welds 6"- Prelim. Carlisle HP -X Fasteners and Piranha Plates or #15 Roofgrip 5.5- 138.5 -inch 1.5 -inch SC 157 o.c., side laps secured 24" p more layers, any attach Sure Weld with 2-3/8" Eyehook Seam Plates (AccuSeam) 6 -inch o.c. inch O.C. outside 45.0 o.c. w/'/." -14x1" long self - combination EXTRA tapping hex -head screw Min. 22 ga., type B, Min. 1.5 -inch, one Sure -Weld or Carlisle HP -Xtra Fasteners and Piranha Xtra Plates (steel Grade 80 steel or min. Prelim. 5.5- 114.5 -inch 1.5 -inch SC -158 or more layers, any Sure -Weld only) or Carlisle HD 14-10 (concrete only) or CD -10 12 -inch o.c. 45.02,500 psi structural combination attach EXTRA concrete only) Fasteners and Piranha Plates inch O.C. outside concrete Min. 18 ga., type B, Carlisle HP -X Fasteners (steel only), Carlisle HD 14-10Min. 1.5 -inch, one WelSure - d or Grade 33 steel or min. Prelim. concrete only) or CD -10 (concrete only) Fasteners and 5.5- 114.5 -inch 1.5 -inch SC 159 more layers, any Sure - Weld 12 -inch o.c. 45.0 2,500 p structural attach Piranha Plates or #15 Roofgripri (steel only) with 2-3/8" inch O.C. outside concrete cosi co mbination EXTRA Eyehook Seam Plates (AccuSeam) Min. 22 ga., type B, Min. 1.5 -inch, one Sure -Weld or Grade 33 steel or min. Prelim. Trufast #15 EHD Fastener with Trufast 2.4" Barbed Metal 114.5 -inch 1.5 -inch SC -160 or more layers, any Sure -Weld 6 -inch O.C. 5.5- 45.02,500 psi structural attach Seam Plates inch O.C. outside concrete combination EXTRA Min. 22 ga., type B, Grade Sure -Weld 33 steel, 6 ft span, 5/8" Min. 1 -inch, one or min. nominal SC -161 diameter puddle welds 6" more layers, any Prelim. 60 mil) or Carlisle HP -X Fasteners and Piranha Plates or #15 Roofgrip 6 inch o.c. 5.5- 114.5 -inch 1.5 -inch 45.0o.c., side laps secured 24" p attach with 2-3/8" Eyehook Seam Plates (AccuSeam) inch O.C. outside o.c. w/'/." -14x1" long self - combination Sure -Weld tapping hex -head screw EXTRA Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report C33680.09.10-1114 for F1.14083-1114 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 24 of 57 STEELoRSTRUCTIIRAL-GONCRETEDECKS=NEW CONSTRUCTION RERQOF Tenn OFF roe RECOVER '- ' - - - 1:. .. .,....: 2 b n: ;; •.; t < .{,. . ..; -.`..': } SYSTEM TYPE:D,I.INSULATED ATTACHED ROOF,COVER. MECHANICALLY Insulation Layer (Note 14) Roof Lover System Deck (Note 1) Fastener Lap Lap Seam MDP No. Type Attach Membrane Fasteners psf) Spacing Width Spacing Weld Min. 22 ga., type B, Carlisle HP -X Fastener (steel only), Carlisle HD 14-10 Grade 80 steel or min. Min. 1.5 -inch, one Prelim. Sure - Weld or concrete only) or CD -10 (concrete only) Fasteners and 5.5- 114.5 -inch 1.5 -inch SC 162 more layers, any Sure - Weld 12 inch o.c. 45.0 2,500 p structural attach Piranha Plate or #15 Roofgripri (steel only) with 2-3/8" inch O.C. outside concrete cosi co mbination EXTRA Eyehook Seam Plates (AccuSeam) Sure -Weld orCarlisleMin. 1.5 -inch, one HP -Xtra Fasteners and Piranha Xtra Plates or Min. 22 ga., type B, Prelim. Sure -Weld 5.5- 90.5 -inch 1.5 -inch SC -163 Grade 33 steel or more layers, any attach EXTRA or Trufast #15 EHD Fastener with Trufast 2.4" Barbed Metal 12 -inch o.c. inch 45.0 combination Seam Plates O.C. outside Spectro-Weld Min. 22 ga., type B, Sure -Weld or Carlisle HP -X Fastener (steel only), Carlisle HD 14-10Min. 1.5 -inch, one Grade 80 steel or min. Prelim. Sure -Weld concrete only) or CD -10 (concrete only) Fasteners and 5.5- 90.5 -inch 1.5 -inch SC 164 more layers, any 12 -inch o.c. 45.0 psi structural2,500 p attach EXTRA or Piranha Plate or #15 Roofgripri (steel only) with 2-3/8" inch O.C. outside concrete co mbinationco Spectro-Weld Eyehook Seam Plates (AccuSeam) Min. 22 ga., type B, Grade 33 steel, 6 ft span, 5/8" Min. 1 -inch, one or Sure -Weld or diameter puddle welds 6" Prelim. Carlisle HP -X Fasteners and Piranha Plates or #15 Roofgrip 5.5- 66.5 -inch 1.5 -inch SC 165 o.c., side laps secured 24" more layers, any attach Sure Weld with 2-3/8" Eyehook Seam Plates (AccuSeam) 6 inch o.c. inch o.c. outside 45.0 o.c. w/ %"-141" long self- combination EXTRA tapping hex -head screw Min. 22 ga., type B, Sure -Weld or Carlisle HP -X Fastener (steel only), Carlisle HD 14-10Min. 1.5 -inch, one Grade 33 steel or min. Prelim. Sure -Weld concrete only) or CD -10 (concrete only) Fasteners and 5.5- 138.5 -inch 1.5 -inch SC 166 2,500 psi structural more layers, any attach EXTRA or Piranha Plate or #15 Roofgrip (steel only) with 2-3/8" 6 inch o.c. inch O.C. outside 52.5 concrete co mbinationco Spectro-Weld Eyehook Seam Plates (AccuSeam) Min. 1.5 -inch, one Sure -Weld or Min. 22 ga., type -B, Prelim. Trufast #15 EH Fastener with Trufast 2.4" Barbed Metal 5.5- 138.5 -inch 1.5 -inch SC -167 or more layers, any Sure -Weld 6 -inch o.c. 52.5 Grade 33 steel combination attach EXTRA Seam Plates inch O.C. outside Min. 22 ga., type B, Grade Sure -Weld 33 steel, 6 ft span, 5/8" Min. 1 -inch, one or min. nominal SC -168 diameter puddle welds 6" more layers, any Prelim. 60 mil) or Carlisle HP -Xtra Fasteners and Piranha Xtra Plates 6 inch O.C. 5.5- 114.5 -inch 1.5 -inch 52.5 o.c., side laps secured 24" attach inch O.C. outside o.c. w/ /"-14x1" long self- combination Sure -Weld tapping hex -head screw EXTRA Min. 22 ga., type B, Grade Min. 1 -inch, one or 33 steel, 6 ft span, 5/8" more layers, any Sure -Weld or diameter puddle welds 6" combination (optional Prelim. Sure -Weld Carlisle HP -X Fastener and Piranha Plate or #15 Roofgrip 5.5- 90.5 -inch 1.5 -inch SC -169 o.c., side laps secured 24" for recover) followed attach EXTRA or with 2-3/8" Eyehook Seam Plates (AccuSeam) 6 -inch o.c. inch O.C. outside 52.5 o.c. w/ YV-14x1" long self- by 3/8 -inch Insulfoam Spectro-Weld tapping hex -head screw R -Tech EPS or Fan -Fold Exterior Research and Design, I.I.C. d/b/a Trinity ) ERD Evaluation Report C33680.09.10-1114 for FL14083-R34 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 25 of 57 T .n,.5.. TABLE 2G.:STEEL0R.STRUCTURA1LCQNCRETESDECKS-NEW CCINSTRUCTION; REROOF (TEAR OFF) oR RECOVER ; SYSTEM TYPED 1:'INSULATED, MECHANICALLYATTACHEDROOF,CQVER m ,. h: M a„Y.. . .. -' '.r. .,. .. ... . u .:... F. .,z.....1. . %.n bAmne System Insulation Layer (Note 14) Roof Cover No. Deck (Note 1) Type Attach Membrane Fasteners Fastener Lap Lap Seam MDP psf) Spacing Width Spacing Weld Min. 22 ga., type B, Grade 33 steel or min. Min. 1.5 -inch, one Prelim. Sure -Weld or Trufast #15 EHD Fastener with Trufast 2.4" Barbed Metal 5.5- 90.5 -inch 1.5 -inchSC -170 2,500 psi structural more layers, any attach Sure -Weld Seam Plates 6 inch o.c. inch O.C. outside 52.5 co mbinationco EXTRA concrete Min. 22 ga., type B, Grade 33 steel, 6 ft span, 5/8" Min. 1 -inch, one or Sure -Weld or SC 171 diameter puddle welds 6" more layers, any Prelim. Sure -Weld Carlisle HP -X Fasteners and Piranha Plates or #15 Roofgrip 6 -inch o.c. 5.5- 90.5 -inch 1.5 -inch 52.5o.c., side laps secured 24" attach with 2-3/8" Eyehook Seam Plates (AccuSeam) inch O.C. outside o.c. w/'/." -14x1" long self- combination EXTRA tapping hex -head screw Min. 22 ga., type B, Sure -Weld or Carlisle HP -X Fastener (steel only), Carlisle HD 14-10 Grade 33 steel or min. Min. 1.5 -inch, one Prelim. Sure -Weld concrete only) or CD -10 (concrete only) Fasteners and 5.5- 42.5 -inch 1.5 -inchSC -172 2,500 psi structural or more layers, any attach EXTRA or Piranha Plate or #15 Roofgrip (steel only) with 2-3/8" 12 -inch o.c. inch 0. C. outside 52.5 concrete __. combination Spectro-Weld Eyehook:Seam Plates (AccuSeam) Min. 22 ga., type B, Min. 1.5 -inch, one Sure -Weld or Grade 33 steel or min. Prelim. Trufast #15 EHD Fastener with Trufast 2.4" Barbed Metal 5.5- 42.5 -inch 1.5 -inchSC -173 2,500 psi structural or more layers, any attach Sure -Weld Seam Plates 12 -inch o.c. inch O.C. outside 52.5 combination EXTRA concrete Recover only: Min. 22 ga., type B, Grade 33 steel, 6 ft span, 5/8" diameter 3/8 -inch Insulfoam R- Prelim. Sure -Weld or Carlisle HP -X Fasteners and Piranha Plates or #15 Roofgrip 5.5- 138.5 -inch 1.5 -inchSC -174 puddle welds 6" o.c., side Tech EPS or Fan -Fold attach Sure-W21d with 2-3/8" Eyehook Seam Plates (AccuSeam) 6 -inch O.C. inch O.C. Outside 60.0 laps secured 24" o.c. w/ EXTRA Y" -14x1" long self -tapping hex -head screw Min. 22 ga., type B, Sure -Weld or Min. 1.5 -inch, one Carlisle HP -Xtra Fasteners and Piranha Xtra Plates (steel SC -175 Grade 33 steel or min. or more layers, any Prelim. Sure -Weld only) or Carlisle HD 14-10 (concrete only) or CD -10 6 -inch o.c. 5.5- 138.5 -inch 1.5 -inch 60.02,500 psi structural combination attach EXTRA or concrete only) Fasteners and Piranha Plates inch O.C. outside concrete Spectro-Weld Min. 22 ga., type B, Sure -Weld or Carlisle HP -X Fasteners (steel only), Carlisle HD 14-10 Grade 80 steel or min. Min. 1.5 -inch, one Prelim. Sure -Weld concrete only) or CD -10 (concrete only) Fasteners and 5.5- 138.5 -inch 1.5 -inchSC -176 2,500 psi structuralp or more layers, an y attach EXTRA or Piranha Plate or #15 Roofgripgp (steel only) with 2-3/8" 6 -inch o.c. inch O.C.oc outside 0.0 combination concrete Spectro-Weld Eyehook Seam Plates (AccuSeam) Min. 22 ga., type B, Min. 1.5 -inch, one Prelim. Sure -Weld or Trufast #15 EHD Fastener with Trufast 2.4" Barbed Metal 5.5- 138.5 -inch 1.5 -inchSC -177 Grade 80 steel or more layers, any attach Sure -Weld Seam Plates 6 -inch o.c. inch O.C. outside 60.0 combination EXTRA Min. 22 ga., type B, Min. 1.5 -inch, one Prelim. Sure -Weld or Trufast #15 EHD Fastener with Trufast 2.4" Barbed Metal 5.5- 114.5 -inch 1.5 -inchSC -178 Grade 80 steel or more layers, any attach Sure -Weld Seam Plates 6 -inch o.c. inch O.C. outside 60.0 combination EXTRA Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report C33680.09.10 -R14 for FL14083-R14 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 26 of 57 QO TRINITY I ERD TABLE 2G.,5TEEL oR STRUCTURAL CQNCRETE;DECKS:= NEW CONSTRUCTION;fREROOF Ten11.OFF) oR RECOVER ' v s. SYSTEM TYPED 1 INSULATED ME HANI ALLY TTA R rCACHEDC System Insulation Layer (Note 14) Roof Cover No. Deck (Note 1) Type Attach Fastener La p La P Seam MDP psf) Membrane Fasteners Spacing Width Spacing Weld Recover only: Min. 22 Sure -Weld or Carlisle HP -X Fastener (steel only), Carlisle HD 14-10 ga., type B, Grade 33 3/8 -inch Insulfoam R- Loose Sure -Weld concrete only) or CD -10 (concrete only) Fasteners and 5.5- 90.5 -inch 1.5 -inch SC -179 steel or min. 2,500 psi Tech EPS or Fan -Fold laid EXTRA or Piranha Plate or #15 Roofgrip (steel only) with 2-3/8" 6 inch o.c inch O.C. outside 60.0 structural concrete Spectro-Weld Eyehook Seam Plates (AccuSeam) Min. 22 ga., type B, Grade 80 steel or min. Min. 1.5 -inch, one Prelim. Carlisle HP -X Fastener (steel only), Carlisle HD 14-10 5.5- 90.5 -inch 1.5 -inch SC -180 or more layers, any Sure -Weld HS concrete only) or CD -10 (concrete only) Fasteners and 6 -inch o.c. 60.0 2,500 psi structural attach inch O.C. outside combination Piranha Plate concrete Min. 22 ga., type B, 55 ksi steel, 6 ft span, S/8" Min. 300 psi, min 2- Sure -Weld or Carlisle HP -X Fastener (steel only) or Carlisle HD 14-10 SC -181 puddle welds 6" o.c. or inch thick cellular N/A Sure -Weld concrete only) and Piranha Plate (through to engage 6 -inch o.c. 5.5- 114.5 -inch 1.5 -inch 67.5 min. 2,500 psi lightweight EXTRA structural deck) inch O.C. outside structural concrete concrete Min. 22 ga., type B, Sure -Weld or Carlisle HP -X Fastener (steel only), Carlisle HD 14-10 Grade 80 steel or min. Min. 1.5 -inch, one Prelim. Sure -Weld concrete only) or CD -10 (concrete only) Fasteners and 5.5- 90.5 -inch 1.5 -inch SC 182 2,500 ppsi structural more layers, any attach EXTRA or Piranha Plate or #15 Roofgripri (steel only) with 2-3/8" 6 -inch o.c. inch O.C. outside 67.5 concrete co mbinationco Spectro-Weld Eyehook Seam Plates (AccuSeam) Min. 22 ga., type B, Min. 1.5 -inch, one Prelim. Sure -Weld or Trufast #15 EHD Fastener with Trufast 2.4" Barbed Metal 5.5- 90.5 -inch 1.5 -inch SC -183 Grade 80 steel or more layers, any attach Sure -Weld Seam.Plates 6 -inch o.c. inch O.C. outside 67.5 combination EXTRA Min. 22 ga., type B, Carlisle HP -X Fastener (steel only), Carlisle HD 14-10 Grade 80 steel or min. Min. 1.5 -inch, one Prelim. Sure -Weld or concrete only) or CD -10 (concrete only) Fasteners and 5.5- 54.5 -inch 1.5 -inch SC 184 2,500 psi structural more layers, any attach Sure -Weld Piranha Plate or #15 Roofgrip (steel only) with 2-3/8" 9 inch o.c. inch O.C. outside 75.0 coco mbination EXTRA concrete Eyehook Seam Plates (AccuSeam) Min. 22 ga., type B, Sure -Weld or Carlisle,HP-X Fastener (steel only), Carlisle HD 14-10 Grade 33 steel or min. Min. 1.5 -inch, one Prelim. Sure -Weld concrete only) or CD -10 (concrete only) Fasteners and 5.5- 42.5 -inch 1.5 -inchSC -185 2,500 p structural more layers, any attach EXTRA or Piranha Plate or #15 Roofgripri (steel only) with 2-3/8" 6 -inch o.c. inch O.C. outside 82.5 cosi combinationco concrete Spectro-Weld Eyehook Seam Plates (AccuSeam) Min. 22 ga., type B, Min. 1.5 -inch, one Prelim. Sure -Weld or Trufast #15 EHD Fastener with Trufast 2.4" Barbed Metal 5.5- 42.5 -inch 1.5 -inchSC -186 Grade 33 steel or more layers, any attach Sure -Weld Seam Plates 12 -inch o.c. inch o.c. outside 82.5 combination EXTRA Min. 22 ga., type B, Min. 1.5 -inch, one Sure -Weld or Carlisle HP -X Fastener (steel only), Carlisle HD 14-10 SC -187 Grade 80 steel or min. more layers, any Prelim. Sure -Weld concrete only) or CD -10 (concrete only) Fasteners and 6 inch o.c. 5.5- 54.5 -inch 1.5 -inch 90.02,500 psi structural attach Piranha Plate or #15 Roofgrip (steel only) with 2-3/8" inch O.C. outside concrete co co mbination EXTRA Eyehook Seam Plates (AccuSeam) Exterior Research and Design, LLC. d/b/a Trinity ( ERD Evaluation Report C33680.09.10-1114 for F1.14083-1114 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 27 of 57 TABLE 2G STEEL oR STRUCTURAL CONCRETE,DECKS= NEW CQNSTRUCTION,,REROOF ffeAR QFF) OR RECOVER x :SYSTEM TYPED 1 INSULATED, MECHANICALLY ATTACHED ROOF CQVER e, $ System Insulation Layer (Note 14) Roof Cover Deck (Note 1) Fastener La La Seam MDP No. Type Attach Membrane Fasteners psf) Spacing Width Spading Weld Min. 22 ga., type B, Min. 1.5 -inch, one Sure -Weld or Grade 80 steel or min. Prelim. Trufast #15 EHD Fastener with Trufast 2.4" Barbed Metal 5.5- 42.5 -inch 1.5 -inch SC -188 or more layers, any Sure -Weld 6 -inch o.c. 112.52,500 psi structural attach Seam Plates inch O.C. outside concrete combination EXTRA SURE.,WELD FLEECEBACKAP.PLICATIONS x-....; . ,. .-....,.. .,. .,........ ham,. ...i; ,,...x.. ,,. ... .::.,,'kk..:, a..,. ,?'* ,ay.,•. 7; ,.,..:,"r, 7 nw, Min. 22 ga., type B, Carlisle HP -X Fasteners (steel only), Carlisle HD 14-10Min. 1.5 -inch, one Grade 80 steel or min. Prelim. Sure -Weld concrete only) or CD -10 (concrete only) Fasteners and 5.5- 138.5 -inch 1.5 -inch SC 189 more layers, any 12 -inch o.c. 30.02,500 psi structural attach FleeceBACK Piranha Plates or #15 Roofgrip (steel only) with 2-3/8" inch O.C. outside concrete co mbinationco Eyehook Seam Plates (AccuSeam) Carlisle HP -Xtra Fasteners and Piranha Xtra Plates (steel Min. 22 ga., type B, Min. 1.5 -inch, one only) or Carlisle HD 14-10 (concrete only) or CD -10Grade80steelormin. Prelim. Sure -Weld 5.5- 114.5 -inch 1.5 -inch SC -190 or more layers, any concrete only) Fasteners and Piranha Plates or #15 12 -inch o.c. 37.52,500 psi structural combination attach FleeceBACK Roofgrip (steel only) -with 2-3/8"-Eyehook Seam Plates inch O.C. outside concrete AccuSeam) Min. 22 ga., type B, Carlisle HP -X Fasteners (steel only), Carlisle HD 14-10Min. 1.5 -inch, one Grade 80 steel or min. Prelim. Sure -Weld concrete only) or CD -10 (concrete only) Fasteners and 5.5- 138.5 -inch 1.5 -inchSC -191 2,500 psi structural more layers, any attach FleeceBACK Piranha Plates or #15 Roofgrip (steel only) with 2-3/8" 6 -inch o.c. inch O.C. outside 37.5 concrete co mbinationCo Eyehook Seam Plates (AccuSeam) Min. 22 ga., type B, Carlisle HP -X Fasteners (steel only), Carlisle HD 14-10Min. 1.5 -inch, one Grade 80 steel or min. Prelim. Sure -Weld concrete only) or CD -10 (concrete only) Fasteners and 5.5- 90.5 -inch 1.5 -inchSC -192 2,500 psi structural more layers, any attach FleeceBACK Piranha Plates or #15 Roofgrip (steel only) with 2-3/8" 6 inch o.c. inch O.C. outside 60.0 concrete co mbinationco Eyehook Seam Plates (AccuSeam) Exterior Research and Design, I.I.C. d/b/a Trinity ( ERD Evaluation Report C33680.09.10-1314 for FL34083-R14 - Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 28 of 57 TABLE 2H ,STEEL OR STRUCTURAL CONCRETE;DECKS - NEW'CONSTRUCTION,,REROOF (TEAR OFF) OR RECOVER i. t# SYSTEM TYPED 2 INSULATED, NIECHANICALLY,ATTACHED11OOF COVER RUSS STRIPS ", System Deck Insulation Roof Cover No. Type Attach Membrane Fasteners Attachment MDP (psf) Min. 22 ga., type B, Carlisle HP-X Fasteners (steel Sure-Weld TPO, 10-inch Pressure-Sensitive RUSS strips are applied over Grade 80 steel or min. One or more Prelim. Sure- Weldord only), Carlisle HD 14-10 the insulation spaced 138-inch o.c. The plates are centered over each SC-193 2,500 psi structural layers, any attached Sure-=d EXTRA concrete only) or CD-10 strip and fastened 6-inch o.c. Roof cover adhered to each strip by first 30.0 concrete combi concrete only) Fasteners and priming with TPO Primer at the strip location, then rolling into place with Piranha Plates a hand roller. Min. 22 ga., type B, Carlisle HP-X Fasteners (steel Sure-Weld TPO 10-inch Pressure-Sensitive RUSS strips are applied over Grade 80 steel or min. One or more Prelim. Sure-Weld or only), Carlisle HD 14-10 the insulation spaced 114-inch o.c. The plates are centered over each SC-194 2,500 psi structural layers, any attached Sure-=d EXTRA concrete only) or CD-10 strip and fastened 6-inch o.c. Roof cover adhered to each strip by first 45.0 concrete combi concrete only) Fasteners and priming with TPO Primer at the strip location, then rolling into place with Piranha Plates a hand roller. Min. 22 ga., type B, Carlisle HP-X Fasteners (steel Sure-Weld TPO 10-inch Pressure-Sensitive RUSS strips are applied over Grade 80 steel or min. One or more Prelim. Sure-Weld or only), Carlisle HD 14-10 the insulation spaced 90-inch o.c. The plates are centered over each strip SC-195 psi structural layers, any attached Sure Weld EXTRA concrete only) or CD-10 and fastened 6-inch o.c. Roof cover adhered to each strip by first priming 52.5 combination concrete only) Fasteners and with TPO Primer at the strip location, then rolling into place with a handconcreteconcrete Piranha Plates roller. Min. 22 ga., type B, Carlisle HP-X Fasteners (steel Sure-Weld TPO 10-inch Pressure-Sensitive RUSS strips are applied over Grade 80 steel or min. One or more Prelim. Sure-Weld or only), Carlisle HD 14-10 the insulation spaced 120-inch o.c. The plates are centered over each SC-196 psi structural layers, any attached Sure-Weld EXTRA concrete only) or CD-10 strip and fastened 6-inch o.c. Roof cover adhered to each strip by first 60.0 combination or Spectro-Weld concrete only) Fasteners and priming with HP-250 Primer at the strip location, then rolling into placeconcrconcrete Piranha Plates with a hand roller. Min. 22 ga., type B, Carlisle HP-X Fasteners (steel Sure-Weld TPO 10-inch Pressure-Sensitive RUSS strips are applied over Grade 80 steel or min. One or more Prelim. Sure-Weld or only), Carlisle HD 14-10 the insulation spaced 60-inch o.c. The plates are centered over each strip SC-197 2,500 psi structural layers, any attached Sure-Weld EXTRA concrete only) or CD-10 and fastened 12-inch o.c. Roof cover adhered to each strip by first 60.0 combination or Spectro-Weld concrete only) Fasteners and priming with HP-250 Primer at the strip location, then rolling into placeconcrete Piranha Plates with a hand roller. Exterior Research and Design, LLC. d/b/a Trinity ) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 FBC NON-HVHZ EVALUATION Evaluation Report C33680.09.10 -R14 for FL34083-1114 Revision 14: 01/30/2017 Appendix 1, Page 29 of 57 i QOTRINITYIERD r.. n TABLE 3A.,STRUCTURAL CONCRETE DECKS -NEW CONSTRUCTION oR REROOF (TEaRrOFF' SYSTEM TYPE A -1A BONDED INSULATION BONDED ROOF COVER t. NOTE FOR VAPOR BARRIER<OPTIONS ? x zREFER TO:NOTEz19 r i a. Roof Cover System Deck Base Insulation Layer Top Insulation Layer MDP No. Notes 16 & 18) Note 1) Type Attach Type Attach Membrane Application psf) URE=.WELD $URE WELD HS OR $PECTRO WELD -M EMB RAN EAPPLICATIONS Structural Optional) Min. 0.5 -inch base C-1. Min. 0.5 -inch Polyiso HP -H, InsulBase or H -Shield BIAB BIAB Sure -Weld Aqua Base 120 BA 45.0 concrete insulation Min. 1.5 -inch Polyiso HP -H, InsulBase, H -Shield, Structural Min. 0.25 -inch SECUROCK C-2. SecurShield, H -Shield CG or min. 1 -inch Insulfoam BIAS BIAB Sure -Weld Sure -Weld BA, LVOC BA 97.5 concrete Gypsum -Fiber Roof Board I, II, IX, VIII, XIV or XV Min. 0.5 -inch Polyiso HP -H, InsulBase, H -Shield or Structural Min. 0.5 -inch SecurShield HD C-3. min. 1.5 -inch SecurShield, H -Shield CG or min. 1- BIAB BIAB Sure -Weld LVOC BA 112.5 concrete or SecurShield HD Plus inch Insulfoam I, II, IX, VIII, XIV or XV Min. 0.5 -inch Polyiso HP -H, InsulBase, H -Shield or Structural Min. 0.5 -inch SecurShield HD C-4. min. 1.5 -inch SecurShield, H -Shield CG or min. 1- BIAB BIAB Sure -Weld Sure -Weld BA 120.0 concrete or SecurShield HD Plus in Insulfoain I, II, IX, VIII, XIV or XV. Min. 1.5 -inch Polyiso HP -H, InsulBase, HP -N, HP - W, H -Shield, SecurShield, H -Shield CG, ENRGY 3, Structural Min. 0.5 -inch HP RecoveryC-5. ACFoam II, Pactiv GreenGuard or Foamular 150 or BIAB BIAB Sure -Weld Sure -Weld BA 157.5 concrete Min. 1.0 -inch Dow Styrofoam or min. 1 -inch Board Insulfoam I, II, IX, VIII, XIV or XV Min. 1 -inch Pactiv GreenGuard or Foamular 150 or Structural Min. 0.25 -inch Dens Deck C-6. Min. 1.0 -inch Dow Styrofoam or min. 1 -inch BIAB BIAB Sure -Weld Sure -Weld BA 157.5 concrete Insulfoam I, II, IX, VIII, XIV or XV Prime Structural Optional) Min. 0.5 -inch base Sure -Weld BA or LVOCC7. Min. 0.5 inch Polyiso HP -H, InsulBase or H -Shield BIAB BIAB Sure -Weld 157.5 concrete insulation BA Min. 1.5 -inch Polyiso HP -H, InsulBase, HP -N, HP - Structural W, H -Shield, SecurShield, H -Shield CG, ENRGY 3, Min. 0.25 -inch Dens Deck C 8. concrete ACFoam II or min. 1 -inch Insulfoam I, II, 1X, VIII, XIV BIAB Prime BIAB Sure Weld Sure -Weld BA 232.5 or XV Structural Min. 2 -inch Polyiso HP -H, InsulBase or H -Shield, C 9 concrete SecurShield, H -Shield CG BIAB None N/A Sure Weld Sure Weld BA 240.0 Structural FAST 100, FAST 100 LV, Optional) Min. 0.5 -inch base FAST 100, FAST 100 LV, C-10. Min. 0.5 inch Polyiso HP -H, InsulBase or H -Shield Sure Weld Aqua Base 120 BA 45.0 concrete Flexible FAST (RIBBON) insulation Flexible FAST (RIBBON) Min. 0.5 -inch Polyiso HP -H, InsulBase, H -Shield or Structural FAST 100 LV, FAST D -C, Min. 0.5 -inch SecurShield HD FAST 100 LV, FAST D -C, C-11. min. 1.5 -inch SecurShield, H -Shield CG or min. 1- Sure -Weld LVOC BA 112.5 concrete Flexible FAST (RIBBON) or SecurShield HD Plus Flexible FAST (RIBBON) inch Insulfoam I, II, IX, VIII, XIV or XV Min. 0.5 -inch Polyiso HP -H, InsulBase, H -Shield or Structural FAST 100 LV, FAST D -C, Min. 0.5 -inch SecurShield HD FAST 100 LV, FAST D -C, C-12. min. 1.5 -inch SecurShield, H -Shield CG or min. 1- Sure -Weld Sure -Weld BA 120.0 concrete Flexible FAST (RIBBON) or SecurShield HD Plus Flexible FAST (RIBBON) inch Insulfoam I, II, IX, VIII, XIV or XV Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report C33680.09.10-1114 for FL34083-1134 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 30 of 57 QO TRINITY I ERD TABLE 3Aw:5TRUCTURAL CONCRETE DECKS= NEW;CONS,TRUCTION oR REROOF (TEaR-OFF) x.., ._ .... ,., . ... .. µ4:.. .,.. .. . a>,, %.., >'-_ ... ... i , d•.:xz ,„?"' } 4tS ' 4ic : Fl 'i' s :. SYSTEM TYPE A-lA. BONDEDiNSULATION BONDED.ROOF DOVER. k .f. a. :... . ..av, .e.. - ....,.4 ...... .t,xx " b',..'i'v.L S , i '.3:. i"4i',.• '* Aa*.' .stitih „ ... w ,. s.. ., . . . .,j .x.iac. NOTE.=REFER TO>NOTE 19:FOR;VAPOR BARRIER'OPTIONS, 3, _. # " ,i E- ,,.,.,.ez'hhi t k. .;,...< .•d^, :.d Roof Cover System Deck Base Insulation Layer Top Insulation Layer MDP No. 1) Notes 16 & 18) Note Type - Attach Type Attach Membrane Application psf) Min. 1.5 -inch Polyiso HP -H, InsulBase, H -Shield, Structural FAST 100 LV, FAST D -C, Min. 0.25 inch SECUROCK FAST 100 LV, FAST D C, C-13. SecurShield, ld CG or min. 1 -inch Insulfoam Sure -Weld LVOC BA 127.5 concrete Flexible FAST (RIBBON) Gypsum -Fiber Roof Board Flexible FAST (RIBBON) I, II, IX, VIII, XIVIV or XVor Min. 1.5 -inch Polyiso HP -H, InsulBase, H -Shield, Structural FAST 100 LV, FAST D -C, Min. 0.25 -inch SECUROCK FAST 100 LV, FAST D -C, Sure -Weld BA or Aqua C-14. SecurShield, H -Shield CG or min. 1 -inch Insulfoam Sure -Weld 157.5 concrete Flexible FAST (RIBBON) Gypsum -Fiber Roof Board Flexible FAST (RIBBON) Base 120 BA I, II, IX, VIII, XIV or XV Structural FAST 100, FAST 100 LV, Optional) Min. 0.5 -inch base FAST 100, FAST 100 LV, Sure -Weld BA or LVOC C 15. Min. 0.5 -inch Polyiso HP -H, InsulBase or H -Shield Sure -Weld 157.5 concrete Flexible FAST (RIBBON) insulation Flexible FAST (RIBBON) BA Min. 1.5 -inch Polyiso HP -H, InsulBase, HP -N, HP - W, H -Shield, SecurShield, H -Shield CG, ENRGY 3, FAST 100, FAST 100 LV, FAST 100, FAST 100 LV, Structural Min. 0.25 inch Dens Deck C-16. ACFoam II, Pactiv GreenGuard or Foamular 150 or FAST D -C, Flexible FAST FAST D -C, Flexible FAST, Sure -Weld Sure -Weld BA 232.5 concrete Min. 1.0 -inch Dow Styrofoam or min. 1 -inch RIBBON) Prime BIAB (RIBBON) Insulfoam I, II, IX, VIII, XIV or XV Structural FAST 100 LV, Flexible Min. 0.5 -inch HP Recovery FAST 100 LV, Flexible C-17. Min. 1 -inch Insulfoam I, II, IX, VIII, XIV or XV Sure -Weld Sure -Weld BA 232.5 concrete FAST (RIBBON) Board FAST (RIBBON) Structural Min. 2 -inch Polyiso HP -H, InsulBase or H -Shield, FAST 100, FAST 100 LV, C-18. FAST D -C, Flexible FAST None N/A Sure -Weld Sure -Weld BA 240.0 concrete SecurShield, H -Shield CG RIBBON) Min. 1.5 -inch Polyiso HP -H, InsulBase, HP -N, HP- Structural W, H -Shield, SecurShield, H -Shield CG, ENRGY 3, FAST 100, FAST 100 LV, Min. 0.5 -inch HP Recovery FAST 100, FAST 100 LV, C -19. Sure -Weld Sure -Weld BA 322.5 concrete ACFoam II, Pactiv GreenGuard or Foamular 150 or Flexible FAST (RIBBON) Board Flexible FAST (RIBBON) Min. 1.0 -inch Dow Styrofoam Structural Optional) Min. 0.5 -inch base C-20. Min. 0.5 -inch Polyiso HP -H, InsulBase or H -Shield FAST D -T (RIBBON) FAST D -T (RIBBON) Sure Weld Aqua Base 120 BA 45.0 concrete insulation Structural Optional) Min. 0.5 -inch base Sure -Weld BA or LVOC C-21. Min. 0.5 -inch Polyiso HP -H, InsulBase or H -Shield FAST D -T (RIBBON) FAST D -T (RIBBON) Sure -Weld 112.5 concrete insulation BA Min. 0.5 -inch Polyiso HP -H, InsulBase, H -Shield or Structural Min. 0.5 -inch SecurShield HD Sure Weld BA or LVOC C-22. min. 1.5 -inch SecurShield, H -Shield CG or min. 1- FAST D -T (RIBBON) FAST D -T (RIBBON) Sure -Weld 112.5 concrete inch Insulfoam VIII or SecurShield HD Plus BA Min. 0.5 -inch Polyiso HP -H, InsulBase, H -Shield or Structural Min. 0.25 -inch SECUROCK Sure -Weld BA, LVOC BA C-23. min. 1.5 -inch SecurShield, H -Shield CG or min. 1- FAST D -T (RIBBON) FAST D -T (RIBBON) Sure -Weld 112.5 concrete inch Insulfoam VIII Gypsum -Fiber Roof Board or AquaBase 120 BA Min. 1.5 -inch Polyiso HP -H, InsulBase, H -Shield, Structural Min. 0.25 inch Dens Deck C-24. SecurShield, H -Shield CG or min. 1 -inch Insulfoam FAST D -T (RIBBON) FAST D -T (RIBBON) Sure -Weld Sure -Weld BA 112.5 concrete VIII Prime Exterior Research and Design, I.I.C. d/b/a Trinity ) ERD Evaluation Report C33680.09.10 -R14 for FL14083-R14 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 31 of 57 I ID l TRINITY I ERD K ;. TABLE 3A: STRUCTURAL CONCRETE DECKS.- NEW CONSTRUCTION oa REROOF (TEAR OFF SYSTEM TYPE A -1A BONDED;INSULATIQN, BONDED ROOF COVER ,. y t° i`.t ffi 3 :•f ,t_x t a, Yw, i,. n..",,a ? i ...°f' s NOTE:}REFER.TO;NOTE 19fOR VAPOR BARRIER`OPTIONS Y y : System Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP No. Notes 16 & 18) Note 1) Type Attach Type Attach Membrane Application psf) Structural C 25. Min. 1.5 -inch Insulam (GYP) Flexible FAST (FULL) None N/A Sure -Weld LVOC BA 127.5 concrete C-26. Structural Min. 1.5 inch Insulam (GYP) Flexible FAST (FULL) None N/A Sure Weld Sure -Weld BA or Aqua 157.5 concrete Base 120 BA C 27. Structural Min. 0.5 -inch Polyiso HP -H, InsulBase or H -Shield FAST 100, FAST 100 LV, Optional) Min. 0.5 -inch base FAST 100, FAST 100 LV, Sure -Weld Sure -Weld BA or LVOC 157.5 concrete Flexible FAST (FULL) insulation Flexible FAST (FULL) BA Optional) Polyiso HP -H, InsulBase, HP -N, or HP -W, Structural ENRGY 3, H -Shield, SecurShield, H -Shield CG, or AC FAST 100, FAST 100 LV, Polyiso HP -NB, Storm Base, H- FAST 100, FAST 100 LV, C 28. concrete Foam II or min. 1 -inch Insulfoam I, II, IX, VIII, XIV or Flexible FAST (FULL) Shield NB Flexible FAST (FULL) Sure Weld Sure Weld BA 187.5 XV Structural C-29. Min. 1.5 -inch Insulam (WF) Flexible FAST (FULL) None N/A Sure -Weld Sure -Weld BA 255.0 concrete Structural Min. 1 -inch Polyiso HP -H, InsulBase or H -Shield, FAST 100, FAST 100 LV, C-30. concrete SecurShield, H -Shield CG Flexible FAST (FULL) None N/A Sure -Weld Sure -Weld BA 352.5 C-31. Structural Min. 0.5 inch Polyiso HP -H, InsulBase or H -Shield FAST D -T (FULL) Optional) Min. 0.5 -inch base FAST D -T (FULL) Sure -Weld Sure -Weld BA or LVOC 157.5 concrete insulation BA Optional) Polyiso HP -H, InsulBase, H -Shield, Structural Polyiso HP -NB, Storm Base, H- C -32. SecurShield, H -Shield CG or min. 1 -inch Insulfoam FAST D -T (FULL) FAST D -T (FULL) Sure -Weld Sure -Weld BA 187.5 concrete VIII Shield NB Structural Min. 1 -inch Polyiso HP -H, InsulBase or H -Shield, C-33. concrete SecurShield, H -Shield CG FAST D -T (FULL) None N/A Sure -Weld Sure -Weld BA 352.5 Structural Min. 1.5 -inch Polyiso HP -H, InsulBase, H -Shield, Min. 0.25 -inch SECUROCKC-34. concrete SecurShield, H -Shield CG OB500 Gypsum -Fiber Roof Board OB500 Sure -Weld Sure -Weld BA, LVOC BA 120.0 Structural Min. 1.5 -inch ACFoam II, Polyiso HP -H, InsulBase, Optional) Additional layers C-35. concrete H -Shield, SecurShield, H -Shield CG, ENRGY 3 OB500 of base insulation 08500 Sure -Weld Aqua Base 120 BA 127.5 Optional) Min. 1.5 -inch ACFoam II, Polyiso HP -H, Structural Min. inch Dens Deck or C-36. InsulBase, H -Shield, SecurShield, H -Shield CG, OB500 0B500 Sure -Weld Aqua Base 120 BA 127.5concrete ENRGY 3 DeckDensDeck PrimeD Structural Min. 1.5 -inch ACFoam II, Polyiso HP -H, InsulBase, Optional) Additional layers C-37. concrete H -Shield, SecurShield, H -Shield CG, ENRGY 3 OB500 of base insulation OB500 Sure -Weld Sure -Weld BA 150.0 Optional) Min. 1.5 -inch ACFoam II, Polyiso HP -H; C-38. Structural InsulBase, H -Shield, SecurShield, H -Shield CG, OB500 Min. 0.25 -inch Dens Deck or OB500 Sure -Weld Sure -Weld BA 150.0concrete ENRGY 3 Dens Deck Prime C-39. Structural Min. 0.5 inch Polyiso HP -H, InsulBase or H -Shield OB500 Optional) Min. 0.5 -inch base 08500 Sure -Weld Sure -Weld BA or LVOC 157.5 concrete insulation BA Exterior Research and Design, LLC. d/b/a Trinity ) ERD Evaluation Report C33680.09.10 -R14 for FL14083-R14 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 32 of 57 0 TABLE 3ST1146CTURAC ONCRIETEDECKS-NEW-CONSTRUCTION, oR`,REROOF'(TEAR-OFF)',,,-;,' p - MSYSTEM"4bib'11 N fjO' N', B`0_"'Nxfi'D'ED-Rddr,Cbvtk j RX52"! _ 11 01Aw, asn",7E"P A!T!k5, g, K J99 Roof Cover System Deck Base Insulation Layer Top Insulation Layer MDP No. 1) Notes 16 & 18) Note Type Attach Type Attach Membrane Application Psf) Structural Min. 2 -inch Polyiso HP -H, InsulBase, H -Shield, Min. 0.25 -inch SECUROCK Sure -Weld BA or Aqua C-40. concrete SecurShield, H -Shield CG OB500 Gypsum -Fiber Roof Board OB500 Sure- . Weld Base 120 BA 247.5 AZ6 Min. 1 -inch Polyiso HP -H, InsulBase, HP -N or HID - W, H -Shield, SecurShield, H -Shield CG, ENRGY 3, FAST 100, FAST 100 LV, FAST 100, FAST 100 LV FAST 100, FAST 100 LV, Structural Min. 0.25 -inch Dens Deck C-41. AC Foam 11 or min. 1.5 -inch Pactiv GreenGuard FAST D -C, Flexible FAST, FAST D -C, Flexible FAST, Sure-Weld Flexible FAST, FAST D -T 37.5 concrete Extruded Polystyrene or min. 1 -inch Insulfoam 1, 11, BIAB (RIBBON) Prime BIAB (RIBBON) FleeceBACK RIBBON, 12 -inch o.c.) IX, VIII, XIV or XV Structural FAST 100 LV, FAST D -C, Optional) Additional layers FAST 100 LV, FAST D -C Sure -Weld FAST 100 LV, FAST D -C, C-42. Min. 1 -inch Polyiso HP -H, InsulBase or H -Shield Flexible FAST,,BIAB Flexible FAST, BIAB Flexible FAST, FAST D -T 45.0 concrete of base insulation FleeceBACK RIBBON) RIBBON) RIBBON, 12 -inch o.c.) C-43. Structural Min. 1 -inch Insulfoam SP FAST 100 LV or FAST D- Optional) Additional layers FAST 100 LV or FAST D -C - Sure -Weld FAST 100 LV, FAST D -C 45.0 concrete C (RIBBON) of base insulation RIBBON) FleeceBACK RIBBON, 12 -inch o.c.) Structural Optional) Min. 1 -inch Polyiso HP -H, InsulBase or FAST 100 LV, FAST D -C, Min. 2 -inch SecurShield HD 1 FAST 100 LV, FAST D -C, C-44. H -Shield or min. 1 -inch Insulfoam 1, 11, IX, Vill, XIV Flexible FAST, BIAB Composite or H -Shield HD FAST 100, FAST 100 LV, Sure -Weld Flexible FAST, FAST D -T 45.0 concrete FAST D -C (Ribbon or Full) FleeceBACK or XV RIBBON) Composite RIBBON, 12 -inch o.c.) Min. 0.25 -inch Dens Deck, Dens Deck Prime or Structural Min. 1 -inch Polyiso HP -H, InsulBase or H -Shield or FAST 100 LV, FAST D -C, SECUROCK Gypsum -Fiber FAST 100 LV, FAST D -C, Sure -Weld FAST 100 LV, FAST D -C, C-45. concrete min. 1 -inch Insulfoam 1, 11, IX, VIII, XIV or XV Flexible FAST, BIAB Roof Board or Min. 0.5 -inch Flexible FAST, BIAB FleeceBACK Flexible FAST, FAST D -T 45.0 RIBBON) RIBBON) RIBBON, 12 -inch o.c.) SecurShield HD or H -Shield HD Min. 1.5 -inch Polyiso HP -H; InsulBase, H -Shield, Structural SecurShield or H -Shield CG or min. 1 -inch FAST 100, FAST 100 LV, Min. 0.5 -inch SecurShield HID, FAST 100, FAST 100 LV, Sure -Weld FAST 100, FAST 100 LV, C-46. concrete Insulfoam I or Insulfoam Vill or min. 1 -inch FAST D -C, Flexible FAST, SecurShield HD Plus, H -Shield FAST D -C, Flexible FAST, FleeceBACK Flexible FAST, FAST D -T 90.0 Insulfoam 1, 11, IX, VIII, XIV or XV BIAB (Ribbon or Full) HD or H -Shield HD 90 BIAB (Ribbon or Full) RIBBON, 6 -inch o.c.) Structural FAST 100 LV, Flexible Min. 0.25 -inch SECUROCK FAST 100 LV Flexible Sure -Weld FAST 100 LV, FlexibleC-47. Min. 1 -inch Insulfoam 1, 11, IX, VIII, XIV or XV FAST, BAB (Ribbon or FAST, BIAB (Ribbon or 127.5 concrete Gypsum -Fiber Roof Board FleeceBACK FAST, FAST D -T (FULL) Full) Full) C-48. Structural Min. 0.5 -inch Polyiso HP -H, InsulBase, H -Shield FAST 100, FAST 100 LV, Min. 0.5 -inch base insulation FAST 100, FAST 100 LV, Sure -Weld FAST D -T (FULL) 135.0 concrete BIAB (Ribbon or Full) BIAB (Ribbon or Full) FleeceBACK I I Min. 0.5 -inch SecurShield HD Structural Min. 1 -inch Polyiso HP -H, InsulBase, H -Shield, FAST 100 LV, FAST D -C, or H -Shield HD or Min. 1.5- FAST 100 LV, FAST D -C, C-49. SecurShield, H -Shield CG or min. 1 -inch Insulfoam Flexible FAST, BIAB inch SecurShield HD Flexible FAST, BIAB Sure Weld FAST D -T (FULL) 135.0 concrete 1, 11, IX, VIII, XIV or XV Ribbon or Full) Composite, H -Shield HD Ribbon or Full) FleeceBACK Composite Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report C33680.09.10-1114 for F1.14083-1114 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 33 of 57 QOTRINITYIERD n_ i I_ -- ... STRUCTURAL CONCRETE DECKS- NEW R RERCONSTRUCTIONoOOF (TEAR -OFF) a SYSTEM TYPE AlA BONDED INSULATION, BONDED ROOF COVER 4 3 'o' 4: a .... .', 1',.E ... -a , x. i., ..., . 5•"v S -. ,.: v'.: :^ , z T ,. e, NOTE. 19 FOR VAPOR BARRIER'OPTIONS, REFERvTO;bNOTE , z Roof Cover System Deck Base Insulation Layer Top Insulation Layer MDP No. Notes 16 & 18) Note 1) Type Attach Type Attach Membrane Application psf) Min. 1 -inch Polyiso HP -H, InsulBase, H -Shield, Structural FAST 100 LV or FAST D- Min. 0.25 -inch SECUROCK FAST 100 LV or FAST D -C Sure -Weld C-50. SecurShield, H -Shield CG or min. 1 -inch Insulfoam FAST D -T (FULL) 135.0 concrete C (Ribbon or Full) Gypsum -Fiber Roof Board Ribbon or Full) FleeceBACK I, 11, IX, VIII, XIV or XV C 51. Structural Min. 0.5 inch Polyiso HP -H, InsulBase, H -Shield FAST 100, FAST 100 LV, Min. 0.5 -inch base insulation FAST 100, FAST 100 LV, Sure -Weld FAST 100, FAST 100 LV 157.5 concrete BIAB (Ribbon or Full) BIAB (Ribbon or Full) FleeceBACK FULL) Min. 1 -inch Polyiso HP -H, InsulBase or H -Shield, FAST 100 LV, FAST D -C, FAST 100 LV, FAST D -C, C-52. Structural SecurShield, H -Shield CG or min. 1 -inch Insulfoam Flexible FAST, BIAB Min. 0.5 -inch SecurShield HD Flexible FAST, BIAB Sure -Weld FAST 100 LV, Flexible 157.5 concrete I, II, IX, VIII, XIV or XV Ribbon or Full) or H -Shield HD Ribbon or Full) FleeceBACK FAST (FULL) Min. 1.5 -inch Polyiso HP -H, InsulBase, HP -N, HP - W, H -Shield, SecurShield, H -Shield CG, ENRGY 3, C-53. Structural ACFoam II, Pactiv GreenGuard or Foamular 150 or BIAB Min. 0.5 -inch HP Recovery BIAB Sure -Weld FAST 100, FAST 100 LV, 157.5 concrete Min: 1.0-inch'Dow Styrofoam or min. 1=inch Board. FleeceBACK Flexible FAST (FULL) Insulfoam 1, 11"IX, VIII, XIV or XV Structural Min. 1 -inch Polyiso HP -H, InsulBase or H -Shield or FAST 100 LV or FAST D- Min. 0.5 -inch SecurShield HD FAST 100 LV or FAST D -C Sure -Weld C-54. concrete min. 1 -inch Insulfoam I, II, IX, VIII, XIV or XV C (RIBBON) or H -Shield HD RIBBON) FleeceBACK HydroBond Water -Based 160.0 Structural Min. 1 -inch Polyiso HP -H, InsulBase or H -Shield or FAST 100 LV or FAST D- Min. 0.5 -inch SecurShield HD FAST 100 LV or FAST D -C Sure -Weld FAST 100 LV, FAST D -CC55. concrete min. 1 -inch Insulfoam I, II, IX, VIII, XIV or XV C (RIBBON) or H -Shield HD RIBBON) FleeceBACK FULL) 172.5 Structural Min. 1 -inch Polyiso HP -H, InsulBase or H -Shield or FAST 100 LV or FAST D- Min. 0.25 -inch SECUROCK FAST 100 LV or FAST D -C Sure -Weld FAST 100 LV, FAST D -C C 56. concrete min. 1 -inch Insulfoam I, II, IX, VIII, XIV or XV C (RIBBON) Gypsum -Fiber Roof Board RIBBON) FleeceBACK FULL) 187.5 C 57. Structural Min. 1 inch Insulfoam I, II, IX, VIII, XIV or XV FAST 100 LV or FAST D- Min. 0.25 -inch SECUROCK FAST 100 LV or FAST D -C Sure -Weld HydroBond Water -Based 232.5 concrete C (RIBBON) Gypsum -Fiber Roof Board RIBBON) FleeceBACK Structural FAST 100, FAST 100 LV, Min. 1.5 -inch SecurShield HD FAST 100, FAST 100 LV, Sure -Weld C-58. Min. 1 -inch Insulfoam I, Il, IX, VIII, XIV or XV FAST D -C, Flexible FAST Composite, H -Shield HD FAST D -C, Flexible FAST FAST 100 LV (FULL) 232.5 concrete RIBBON) Composite RIBBON) FleeceBACK C-59. Structural Min. 1 -inch Polyiso HP H, InsulBase or H -Shield FAST 100 LV or FAST D- Optional) Additional layers FAST 100 LV or FAST D -C Sure -Weld HydroBond Water -Based 280.0 concrete C (RIBBON) of base insulation RIBBON) FleeceBACK Min. 1.5 -inch Polyiso HP -H, InsulBase, HP -N, HP- Structural W, H -Shield, SecurShield, H -Shield CG, ENRGY 3, FAST 100, FAST 100 LV, Min. 1.5 -inch SecurShield HD FAST 100, FAST 100 LV, Sure -Weld C-60. concrete ACFoam 11, Pactiv GreenGuard or Foamular 150 or FAST D -C, Flexible FAST Composite, H -Shield HD FAST D -C, Flexible FAST FleeceBACK FAST 100 LV (FULL) 285.0 Min. 1.0 -inch Dow Styrofoam RIBBON) Composite RIBBON) C 61. Structural Min. 1 -inch Insulfoam SP FAST 100 LV or FAST D- Optional) Additional layers FAST 100 LV or FAST D -C Sure -Weld FAST 100 LV, FAST D -C concrete C (RIBBON) of base insulation RIBBON) FleeceBACK FULL) 290.0 C-62. Structural Min. 1 -inch Polyiso HP -H, InsulBase or H -Shield FAST 100 LV or FAST D- Optional) Additional layers FAST 100 LV or FAST D -C Sure -Weld FAST 100 LV, FAST D -C 322.5 concrete RIBBON) C RIBBON of base insulation RIBBON) FleeceBACK FULL) Exterior Research and Design, LLC. d/b/a Trinity ) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 FBC NON-HVHZ EVALUATION Evaluation Report C33680.09.10 -R14 for F1.14083-1114 Revision 14: 01/30/2017 Appendix 1, Page 34 of 57 TABLE 3A,STRUCTURALCONCRETE DECKS- NEW,CONSTRUCTION oR REROQF (TEnR:OFF) ro:.....,., .. f.1 ..: , ..» , 7.. .... u , :. ..., ,..; 4Us c. ,-f;.,,.. r vtx. R ., .,....:,. ... .... .'?::..x '-? ;:: -x'?s" rz,'. x s.2.:,•»^ .. .+: .. ,,., ,1'•,, ; , .4 : x.. , 5........ , r •y i1, ..-4 .. , .. ,'x ...ry r ,. ...- .. .: .. . ,, xY Fi Y 3. S 3 ... ,..";` } --;,:3 .-.S r: :es: 7 . ,:ws.. w -., r } ., ,....,., k , 3,.. .,.. 5., i -. . '..,<.. . a,raa ,,.:. rv•*n v.. ,ip,a• Y `1. ti > Yt *»•n rz.. -; , ;w: x.:'" ... "`u. h txs.:,. c.... , ,., ..,.,. e.., ,,.x r xx.,. ,.::. .,. , .., a.. •€a .,:,., ,.E. .,y , .. .+ r .,: ,:Scar a -,.. „ e m ` :. ,,.:°: ...:? .°,,._s` "' _ "s-xk .:, -NOTE:REF.ER,TONOTE•i19.FOR~;VAPOR BARRIER.OPTIONS .,..,::.. ;^';, -, .h,;:. . :.h,•r` . y . ah .. ,.. v s. w'"°"'' . x.,, « ? , r}ww va=v+ a.. , m,, ,.. -,K avm: ,, E,;a e,_t _;..,,- `n c, .+, ', 4::a a,._':,w: .. ,..,,:..x• .r%:,aasti,.. Roof Cover System Deck Base Insulation Layer Top Insulation Layer MDP No. 1) Notes 16 & 18) Note Type Attach Type Attach Membrane Application psf) Min. 1.5 -inch Polyiso HP -H, InsulBase, HP -N, HP - W, H -Shield, SecurShield, H -Shield CG, ENRGY 3, C-63. Structural ACFoam II, Gre d 150 or FAST 100, FAST 100 LV, Min. 0.5 inch HP Recovery FAST 100, FAST 100 LV, Sure Weld FAST 100, FAST 100 LV, 330.0 concrete h Do rofoarMin. 1.0 -inch Dow Styrofoam or min. 1 -inchrin. 1 -inch Flexible FAST (RIBBON) Board Flexible FAST (RIBBON) FleeceBACK Flexible FAST (FULL) Insulfoam I, II, IX, VIII, XIV or XV C 64. Structural Min. 1 -inch Polyiso HP -H, InsulBase or H -Shield FAST 100 LV or FAST D- Min. 0.25 -inch SECUROCK FAST 100 LV or FAST D -C Sure -Weld HydroBond Water -Based 395.0 concrete C (RIBBON) Gypsum -Fiber Roof Board RIBBON) FleeceBACK Structural Min. 1 -inch Polyiso HP -H, InsulBase, H -Shield, Min. 0.25 -inch Dens Deck Sure -Weld FAST 100, FAST 100 LV, C-65. SecurShield, H -Shield CG or min. 1 -inch Insulfoam FAST D -T (RIBBON) FAST D -T (RIBBON) Flexible FAST, FAST D -T 37.5 concrete VIII Prime FleeceBACK RIBBON, 12 -inch o.c.) Structural(Optional) Additional layers Sure -Weld C-66. Min. 1 -inch Polyiso HP -H, InsulBase or H -Shield FAST D -T (RIBBON) FAST D -T (RIBBON) Flexible FAST, FAST D -T 45.0 concrete of base insulation FleeceBACK RIBBON, 12 -inch o.c.) Structural Optional) Min. 1 -inch Polyiso HP -H, InsulBase, H- Min. 2 -inch SecurShield HD Sure -Weld FAST 100 LV, FAST D -C, C-67. Shield, SecurShield, H -Shield CG or min. 1 -inch FAST D -T (RIBBON) Composite or H -Shield HD FAST D -T (RIBBON) Flexible FAST, FAST D -T 45.0 concrete Insulfoam Vill Composite FleeceBACK RIBBON, 12 -inch o.c.) Min. 0.25 -inch Dens Deck Structural Min. 1 -inch Polyiso HP -H, InsulBase, H -Shield, Prime or SECUROCK Gypsum- Sure -Weld FAST 100 LV, FAST D -C, C-68. SecurShield, H -Shield CG or min. 1 -inch Insulfoam FAST D -T (RIBBON) Fiber Roof Board or Min. 0.5- FAST D -T (RIBBON) Flexible FAST, FAST D -T 45.0 concrete FleeceBACK VIII inch SecurShield HD or H- RIBBON, 12 -inch o.c.) Shield HD Structural Optional) Additional layers Sure -Weld HydroBond Water -Based C-69. Min. 0.5 -inch Polyiso HP -H, InsulBase, H -Shield FAST D -T (RIBBON) FAST D -T (RIBBON) or FAST 100 LV, FAST D -C, 112.5 concrete of base insulation FleeceBACK FAST D -T (FULL) Min. 0.5 -inch Polyiso HP -H, InsulBase, H -Shield, 25 -inch SECUROCK0Min. . HydroBond Water -Based C 70. Structural SecurShield,.H-Shield CG or min. 1 -inch Insulfoam FAST D -T (RIBBON) Gypsum -Fiber Roof Board or FAST D -T (RIBBON) Sure -Weld or FAST 100 LV, FAST D -C, 112.5 concrete VIII Min05-inch SecurShield HD FleeceBACK FAST D -T (FULL) or H -Shield HD Optional) Min. 0.5 -inch Polyiso HP -H, InsulBase, Min. 1.5 -inch SecurShield HD HydroBond Water -Based C-71. Structural H -Shield, SecurShield, H -Shield CG or min. 1 -inch FAST D -T (RIBBON) Composite, H -Shield HD FAST D -T (RIBBON) Sure -Weld or FAST 100 LV, FAST D -C, 112.5 concrete Insulfoam VIII Composite FleeceBACK FAST D -T (FULL) Optional) Polyiso HP -H, InsulBase, HP -N, or HP -W, Structural ENRGY 3, H -Shield, SecurShield, H -Shield CG, or AC FAST 100, FAST 100 LV, Polyiso HP -NB, Storm Base, H- FAST 100, FAST 100 LV, Sure -Weld FAST 100, FAST 100 LV, C 72. concrete Foam II or min. 1 -inch Insulfoam I, II, IX, VIII, XIV or Flexible FAST (FULL) Shield NB Flexible FAST (FULL) FleeceBACK Flexible FAST (FULL) 187.5 XV Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 FBC NON-HVHZ EVALUATION Evaluation Report C33680.09.10-1114 for F1.14083-1134 Revision 14: 01/30/2017 Appendix 1, Page 35 of 57 QOTRINITYIERD TABLE 3A STRUCTURAL CONCRETE DECKS= NEW CONSTRUCTION oR REROOF (TEAR:,OFF) NDED INSULATION, BONDED ROOF COVER. x ... SYSTEM TYPErA-1A BOitv. 3 '_` S..t? ,+ .• .. 1:. r. ''t. Y '`.v` .x::, 4.2 4-? w.... ys„z-q'', p :. v yNOTE..REFER TO.NOTE 19 FOR VAROR BARRIER;OPTIOfVScx Roof Cover System Deck Base Insulation Layery To Insulation LayerPy MDP Notes 16 & 18) Note 1 p ) Type Attach Type Attach Membrane Application Structural Min. 0.25 -inch SECUROCK Sure -Weld C 73. Min. 1 -inch Insulfoam I, II, IX, VIII, XIV or XV FAST 100 LV (FULL) FAST 100 LV (FULL) HydroBond Water -Based 322.5 concrete Gypsum -Fiber Roof Board FleeceBACK Min. 7/16 -inch APA rated Structural FAST 100 LV, Flexible FAST 100 LV, Flexible Sure -Weld FAST 100 LV, Flexible C-74. Min. 1 -inch Insulfoam I, II, IX, VIII, XIV or XV OSB or min. 0.25 -inch Dens 322.5 concrete FAST (FULL) FAST (FULL) FleeceBACK FAST (FULL) Deck or Dens Deck Prime Structural Sure -Weld C-75. Min. 1 -inch Insulfoam SP FAST 100 LV (FULL) None N/A FAST 100 LV (FULL) 330.0 concrete FleeceBACK Structural Sure -Weld C-76. Min. 1 -inch Insulfoam SP Flexible FAST (FULL) None N/A Flexible FAST (FULL) 365.0 concrete FleeceBACK Structural Min. 1.5 -inch SecurShield HD Composite, H -Shield FAST 100, FAST 100 LV, Sure -Weld C 77. concrete HD Composite Flexible FAST (FULL) None N/A FleeceBACK FAST 100 LV (FULL) 427.5 Structural Min. 1 -inch Polyiso HP -H, InsulBase, H -Shield, FAST 100 LV, Flexible Optional) Min. 1 -inch base FAST 100 LV, Flexible Sure -Weld FAST 100 LV, Flexible C 78. concrete SecurShield or H -Shield CG FAST (FULL) insulation FAST (FULL) FleeceBACK FAST (FULL) 427'5 Optional) One or more layers min. 7/16 -inch APA Structural Min. 7/16 -inch APA rated OSB min. 0.25 -inch Dens FAST 100, FAST 100 LV, FAST 100, FAST 100 LV, Sure -Weld FAST 100, FAST 100 LV, C-79. rated OSB min. 0.25 -inch 457.5 concrete Deck or Dens Deck Prime Flexible FAST (FULL) Flexible FAST (FULL) FleeceBACK Flexible FAST (FULL) Dens Deck or Dens Deck Prime Min. 7/16 -inch APA rated Structural Polyiso HP -H, InsulBase, HP -N, or HP -W, ENRGY 3, FAST 100, FAST 100 LV, FAST 100, FAST 100 LV, Sure -Weld FAST 100, FAST 100 LV, C-80. OSB, 0.25 -inch Dens Deck or 457.5 concrete H -Shield, SecurShield, H -Shield CG, or AC Foam II Flexible FAST (FULL) Flexible FAST (FULL) FleeceBACK Flexible FAST (FULL) thick Dens Deck Prime C-81. Structural Min. 0.5 -inch Polyiso HP -H, InsulBase, H -Shield 06500 Min. 0.5 -inch base insulation OB500 Sure -Weld FAST 100, FAST 100 LV 157.5 concrete FleeceBACK FULL) SURE=WELD AFXMEMBRANEAPPLICATIONS,: Structural Sure -Weld C-82. Min. 0.5 -inch HP Recovery Board HA None HA Hot Asphalt 150.0 concrete AFX One or more layers min. 1.5 -inch Polyiso HP -H, Structural InsulBase, Polyiso HP -N, Polyiso HP -W, ACFoam II, Min. 0.5 -inch HP Recovery Sure -Weld C-83. concrete H -Shield, SecurShield, H -Shield CG, ENRGY 3 or ISO HA Board HA AFX Hot Asphalt 150.0 95+ GL URE -WELD SAT-TPO MEMBRANE APPLICATIONS` i v r Optional) One or more layers, min. 1 -inch FM Structural FAST 100, FAST 100 LV, FFAST 100, FAST 100 LV, Sure Weld C-84. Approved EPS (BASF, NOVA, or Huntsman beads) Min. 2 -inch Insulfoam SP Self -adhered 315.0 concrete Flexible FAST (FULL) Flexible FAST (FULL) SAT-TPO or min. 1 -inch Insulfoam I, II, IX, VIII, XIV or XV Exterior Research and Design, I.I.C. d/b/a Trinity ) ERD Evaluation Report C33680.09.10-1114 for F1.14083-1114 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 36 of 57 QOTRINITYIERD z.; zv `, = TABLE 3B:; STRUCTURAL CONCRETE DECKS-NEW CONSTRUCTION oR REROOF (TEAR -OFF) t., r ° k SYSTEMTYPE°A=lA BONDED INSULATION •BONDED BASEBONDED ROOF.000ER a x...-. 1,..: + w .. -„ •... o ..., 1. .., ar w ., v . - . _ tir. , s. - , ,...... L, :,.,.. >+_ ,....: r a ...: ' ` , . s. ,. '., "a,. . , , ro.,....,..7`s.e.,.a, ,. +?, .. . ?w.....,, .. >... .kAE'R. •'-a...,wr..,.., 3+ . x,. ,;a. 2aa: vk4tR z $ v S. r,`.;,' s. ,, yt.:,, .,.•,:.. .. ;.: .:Y."..,.,,s. . ., ., , BARRIER OPTIONS Roof Cover Adhesive System Deck Base Insulation Layer Top Insulation Layer No. 1) Notes 16 & 18) MDP (psf) Note Type Attach Type,. Attach Base Ply Top Ply SURE-WELDAFX:MEMBRANEAPPLICATIONS r "`, x.. a`v Min. 0.25 -inch Dens Deck Prime or Structural Min. 2 -inch Polyiso HP -H, InsulBase or SureMB 90TG / torch- Sure -Weld AFX / C C-85. Hot as phalt Gypsum -Fiber Roof Hot asphalt 157.5 concrete H -Shield applied CAA or hot asphalt Board Board Structural Min. 1.5 -inch Polyiso HP -H, InsulBase Min. 0.25 -inch SECUROCK Gypsum- SureMB 90TG / torch- Sure -Weld AFX / C C-86. BIAB (RIBBON) BIAB (RIBBON) 97.5 concrete or H -Shield Fiber Roof Board applied CAA or hot asphalt FAST 100 LV, FAST FAST 100 LV, FAST Structural Min. 1.5 -inch Polyiso HP -H, InsulBase Min. 0.25 -inch SECUROCK Gypsum- SureMB 90TG /torch- Sure -Weld AFX / C- C -87. D -C, Flexible FAST D -C, Flexible FAST 157.5 concrete or H -Shield Fiber Roof Board applied CAA or hot asphalt RIBBON) RIBBON) FAST 100 LV, FAST FAST 100 LV, FASTSureMBStructuralMin. 1.5 -inch Polyiso HP -H, InsulBase 90TG / torch- Sure -Weld AFX / C- C -88. D -C, Flexible FAST, Min. 0.25 -inch Dens Deck Prime D -C, Flexible FAST, 202.5 concrete or H -Shield applied CAA or hot asphalt BIAB (RIBBON) BIAB (RIBBON) Min. 25 -inch Dens Deck Prime or0. Structural Min. 1.5 -inch Polyiso HP -H, InsulBase SureMB 90TG /torch- Sure -Weld AFX / C- C -89. FAST D -T (RIBBON) SECUROCK Gypsum -Fiber Roof FAST D -T (RIBBON) 112.5 concrete or H -Shield applied CAA or hot asphalt Board Min. 1.5 -inch Polyiso HP -H, InsulBase Structural Min. 0.25 -inch SECUROCK Gypsum- SureMB 90TG /torch- Sure -Weld AFX / C- C -90. or H -Shield or min. 2 -inch Insulfoam I OB500 08500 105.0 concrete Fiber Roof Board applied CAA or hot asphalt or VIII Structural SureMB 90TG / torch- Sure -Weld AFX / C C 91. Min. 2 -inch Insulfoam I or VIII OB500 Min. 0.25 -inch Dens Deck Prime 06500 120.0 concrete applied CAA or hot asphalt Structural Min. 1.5 -inch Polyiso HP -H, InsulBase SureMB 90TG / torch- Sure -Weld AFX / C- C -92. OB500 Min. 0.25 inch Dens Deck Prime OB500 150.0 concrete or H -Shield applied CAA or hot asphalt. Structural Min. 2 -inch Polyiso HP -H, InsulBase or SureMB 90TG / torch- Sure -Weld AFX / C C 93. OB500 Min. 0.5 inch Dens Deck Prime OB500 202.5 concrete H -Shield applied CAA or hot asphalt Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 FBC NON-HVHZ EVALUATION Evaluation Report C33680.09.10 -R14 for FL14083-1134 Revision 14: 01/30/2017 Appendix 1, Page 37 of 57 TRINITY TABLE=3C.-STRUCTURAL CONCRETE DECKS NEW CONSTRUCTION, REROOF-(Tear Off,)'or RECOVERC SYSTEM TYPE C 2 ' MECHANICALLY ATTACHED INSULATION.PLATE BONDED ROOF COVERcr, a -.c.•...» ..... , ern . „-e... r4.,,, . , .... , v:M. „ Ar.. ., ,.:zwtts.. ,. w ...wk+.. s .......- .... az?ri«. w.e2sw' x. System Deck Attachment No. Note 1) Insulation Layer Roof Cover Fasteners Density MDP (psf) i kRHINOBOND:SvsTenns ; _ ' a sem, 1 per 5.33 ft' Structural Min. 1 -inch thick, one or more layers, y Carlisle HD 14-10 Concrete Fastener or Carlisle 6 parts per 4 x 8 ft board) Sure -Weld bonded to RHINOBOND Insulation Plate C-94. concrete any combination. CD -10 and RHINOBOND Insulation Plate (TPO) TPO) or RHINOBOND TreadSafe Plate (TPO) with 45.0 or RHINOBOND TreadSafe Plate (TPO) Per FM Loss Prevention Data RHINOBOND tool per manufacturer's instructions. Sheet 1-29; Note A 1 per 4 ft' Structural Min. 1 -inch thick, one or more layers, Carlisle HD 14-10 Concrete Fastener or Carlisle 8 parts per 4 x 8 ft board) Sure -Weld bonded to RHINOBOND Insulation Plate C-95. concrete any combination. CD -10 and RHINOBOND Insulation Plate (TPC) TPO) or RHINOBOND TreadSafe Plate (TPC) with 52.5 or RHINOBOND TreadSafe Plate (TPO) Per FM Loss Prevention Data RHINOBOND tool per manufacturer's instructions. Sheet 1-29; Note A 1 per 4 ft' Structural Min. 1 -inch thick, one or more layers, y ers Carlisle HD 14-10 Concrete Fastener or Carlisle 8 parts per 4 x 8 ft board) Sure -Weld bonded to RHINOBOND Insulation Plate C-96. concrete any combination. CD -10 and RHINOBOND Insulation Plate (TPO) TPO) or RHINOBOND TreadSafe Plate (TPO) with 60.0 or RHINOBOND TreadSafe Plate (TPO) Per FM Loss Prevention Data RHINOBOND tool per manufacturer's instructions. Sheet 1-29; Note A 1 per 2 ft' Structural Min. 1.5 -inch thick, one or more Carlisle HD 14-10 Concrete Fastener or Carlisle 16 parts per 4 x 8 ft board) Sure -Weld bonded to RHINOBOND Insulation Plate C-97. concrete layers, any combination. Note B. CD -10 and RHINOBOND Insulation Plate TPOTPC) Per FM Loss Prevention Data TPC) or RHINOBOND TreadSafe Plate (TPO) with 97.5 or RHINOBOND TreadSafe Plate (TPC) RHINOBOND tool per manufacturer's instructions. Sheet 1-29 Min. 1.5 -inch thick, one or more Carlisle HD 14-10 Concrete Fastener and Sure -Weld (minimum 60 -mil) bonded to RHINOBOND C-98. Structural layers, any combination, prelim RHINOBOND Insulation Plate (TPO) or 12 -inch o.c. in rows 120 -inch Insulation Plate (TPO) or RHINOBOND TreadSafe Plate 30.0concrete attach (Note 14) RHINOBOND TreadSafe Plate (TPO) O.C. TPC) with RHINOBOND tool per manufacturer's instructions. Structural Min. 1.5 -inch thick, one or more Carlisle HD 14-10 Concrete Fastener or Carlisle Sure -Weld bonded to RHINOBOND Insulation Plate C-99. layers, any combination, prelim CD -10 and RHINOBOND Insulation Plate (TPC) 6 -inch o.c. in rows 120 -inch o.c. TPO) or RHINOBOND TreadSafe Plate (TPO) with 37.5 concrete attach (Note 14) or RHINOBOND TreadSafe Plate (TPC) RHINOBOND tool per manufacturer's instructions. Structural Min. 1.5 -inch thick, one or more Carlisle HD 14-10 Concrete Fastener or Carlisle Sure -Weld bonded to RHINOBOND Insulation Plate C-100. layers, any combination, prelim CD -10 and RHINOBOND Insulation Plate (TPC) 12 -inch o.c. in rows 60 -inch o.c. TPO) or RHINOBOND TreadSafe Plate (TPO) with 37.5concrete attach (Note 14) or RHINOBOND TreadSafe Plate (TPO) RHINOBOND tool per manufacturer's instructions. Min. 1.5 -inch thick, one or more Carlisle HD 14-10 Concrete Fastener or Carlisle Sure -Weld (minimum 60 -mil) bonded to RHINOBOND C-101. Structural layers, any combination, prelim CD -10 and RHINOBOND Insulation Plate (TPO) 12 -inch o.c. in rows 60 -inch o.c. Insulation(TPO) Insulation Plate (TPO) or RHINOBOND TreadSafe Plate 45.0concrete attach (Note 14) or RHINOBOND TreadSafe Plate (TPC) with RHINOBOND tool per manufacturer's instructions. Min. 1.5 -inch thick, one or more Carlisle HD 14-10 Concrete Fastener or Carlisle Sure -Weld (minimum 60 -mil) bonded to RHINOBOND C-102. Structural layers, any combination, prelim CD -10 and RHINOBOND Insulation Plate (TPO) 6 -inch o.c. in rows 120 -inch o.c. O) or RHINOBOND TreadSafe Plate (TPO) PlateInsulationPla TPOND 52.5concrete attach (Note 14) or RHINOBOND TreadSafe Plate (TPO) TPC) with RHINOBOND tool per manufacturer's instructions. Exterior Research and Design, LLC. d/b/a Trinity ) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 FBC NON-HVHZ EVALUATION Evaluation Report C33680.09.10-1114 for FL34083-1134 Revision 14: 01/30/2017 Appendix 1, Page 38 of 57 QOTRINITYIE'RD mt. STRUCTURALCONGRETE DECKS -NEW CONSTRUCTION"REROOF Tear=off or'RECOVER ' '' "° `` YSTEM TYPE C.2., MECMANICALLY;ATTAGHED INSULATION' PLATE„'BONDED ROOF COVER ' €° ` z v ., .a., x>., _. .,... _ _k,,,_ ,,.._, x f . . tr,. e,,.x, a, ... i.....a. ,.,.,,.,«.w.+'"x w.>a?, -... •ry ....:.... r ...,.:aa, ..: mva4o .m ,,....:.0 ... .,..... Y,.. ...a n.c:,"s s. w`n k`.u,.. System Deck Attachment No. Note 1) Insulation Layer Roof Cover MDP (psf) Fasteners Density Structural Min. 1.5 -inch thick, one or more Carlisle HD 14-10 Concrete Fastener or Carlisle Sure -Weld bonded to RHINOBOND Insulation Plate C-103. layers, any combination, prelim CD -10 and RHINOBOND Insulation Plate (TPO) 6 -inch o.c. in rows 60 -inch o.c. (TPO) or RHINOBOND TreadSafe Plate (TPO) with 67.5 concrete attach (Note 14) or RHINOBOND TreadSafe Plate (TPO) RHINOBOND tool per manufacturer's instructions. Notes: A. The plate/fastener combination offset 12 inch from adjacent rows. B. For these assemblies each row of insulation is staggered by 1 foot. ISINDUCTIONOWELD rr ;< r~. r, WELDING SYSTEM: u y''- E «.f, t._,: w.o.. t., .. ...xl .. ek4 c.+.r ,ate, ..,3,, .s nx`Ar k:.l ..G4r"sEi i4 uai'U, "' S. 3`.Y",; w,.xx ui',. .• m. ....4r2S' r.,..',.zz. .`."'fb Structural One or more layers, any Dekfast #14 or Dekfast #15 HS with SFS Sure -Weld or Sure -Weld EXTRA bonded to SFS C-104. concrete combination, min. 1.5 -inch (Note 14) isoweld®TPO Plates (FI-P-6.8-TPO) 12 -inch o.c. in rows 60 -inch o.c. isoweld®TPO Plates with SFS isoweld® 3000 stand -up --37.5 tool. Structural One or more layers, any Dekfast #14 or Dekfast #15 HS with SFS 1 per 6 ft2 Sure -Weld or Sure -Weld EXTRA bonded to SFS C-105. concrete combination, min. 1.5 -inch (Note 14) isoweld TPO Plates (FI-P-6.8-TPO) 2x3 -ft grid, staggered isoweld® TPO Plates with SFS isoweld® 3000 stand-up 52.5 tool. Structural One or more layers, any Dekfast #14 or Dekfast #15 HS with SFS 1 per 4 ft Sure -Weld or Sure -Weld EXTRA bonded to SFS C-106. concrete combination, min. 1.5 -inch (Note 14) isoweld TPO Plates (FI-P-6.8-TPO) 2x2 -ft grid, staggered isoweld® TPO Plates with SFS isoweld® 3000 stand-up 60.0 tool. Structural One or more layers, any Dekfast #14 or Dekfast #15 HS with SFS 1 per 3 ftZ Sure -Weld or Sure -Weld EXTRA bonded to SFS C-107. concrete combination, min. 1.5 -inch (Note 14) isoweld TPO Plates (FI-P-6.8-TPO) 1.5 x 2 -ft grid, staggered isoweld® TPO Plates with SFS isoweld® 3000 stand-up 82.5 tool. Structural One or more layers, any Dekfast #14 or Dekfast #15 HS with SFS Sure -Weld or Sure -Weld EXTRA bonded to SFS C 108. concrete combination, min. 1.5 -inch (Note 14) isoweld® TPO Plates (FI-P-6.8-TPO) 6 -inch o.c. in rows 60 -inch o.c. isoweld® TPO Plates with SFS isoweld® 3000 stand-up 90.0 tool. Exterior Research and Design, I.I.C. d/b/a Trinity ) ERD Evaluation Report C33680.09.10-1114 for F1.14083-1134 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 39 of 57 QOTRINITYIERD TABLE 3D CONCRETE DECKS'= NEW oR REROOF (TEAR=OFF) w:STRUCTURAL CONSTRUCTION SYSTEM TYPE -'F NON INSULATED, BONDED'ROOF COVER r , . s.. System Deck Roof Cover (Notes 16 & 18) Roof Cover Deck Primer MDP (psf) Type AttachNo. Underlayment MDP (psf) Type r`SURE-WELD..FLEECEBACK'OR N _ y_. ...... ... -.. ... ,,..-c _. <,..... ..... ,,......, .< .,, nw. ....w....q a,>:... .,. ... ,-.. a ... '_-..,';;.. .. ....,.'. C...>,'.Ai. - u n :.k.x... ,,,':'a,.., 5*x.d. ..z`iw 'S'. .$„ ,.SSk?ceu.»+ ".r.`v . +?n ,`:^"7 L.•. .,&'s. > vtxT:>1 F C-109. Gypsum concrete None Sure -Weld Fleece BACK FAST 100, FAST 100 LV, Flexible FAST (FULL) -295.0 C-110. Structural concrete None Sure -Weld Fleece BACK FAST D -C (FULL) -392.5 C-111. Structural concrete None Sure -Weld FleeceBACK FAST 100, FAST 100 LV, Flexible FAST (FULL) -495.0 SURE -WELD AFX'MEMBRANE APPLICATIONS , C-112. Structural concrete None Sure -Weld AFX Hot Asphalt 97.5 CCW -702 or cut-back Min. 2,500 psi 90TG/torch-applied in C 113. Structural concrete Sure -Weld, Sure- Sure -Weld AFX Hot Asphalt 495.0 structural primer at 250-300 ftZ/gal Weld HS or Spectro- with Acrylife instructions, spaced a,. .. .,. .. .:. r„ Yf 4+f SURE-WELDSAT=TPOMEMBRANEAP.PLICATION9 w ..`.,. .;-... i.:'>' k.., :3. 5.3:i' f '.f'tab"<-•^i ' 5 x .>x" is f.. Via•.:. 3 a::2,. *- x v.. k`m t in a crossing pattern, connecting the C-114. Structural concrete None Sure -Weld SAT-TPO Self -adhered 7-425.0 e.. t .<.>, TABLE 3E ST,RUCTURALCONCRETE DECKS 'NEW CONSTRU CTION; REROOF 4.. v. ::... ;, r . , a ,... ..?.x`i r. ;w. is i. rt v'i #, ..,,. ..F . `4.* r... ;.`.. ...., ?r.., ,..t . h;T _. as ". > . , , C . j,>y}kJ .,,, .._,q's .. `Y` ..i'' }"3SYSTEMTYP.E!GA OPTIONAL,INSIIL'ATION, LOOSE=LAID ROOF COVER; PRESSURE, UTALIZING VENTS r , . s.. System Deck Roof Cover Air Barrier Insulation Underlayment MDP (psf) Type Attach No. Note 1) VapAir Seal 725TR or SureMB Optional) Any fire classified roof 12 -inch wide strips of polypropylene, Min. 2,500 psi 90TG/torch-applied in insulation and/or coverboard air permeable filter fabric, loose laid Sure -Weld, Sure- Acrylife V2T installed in accordance C-115. structural Weld HS or Spectro- with Acrylife instructions, spaced 97.5 accordance with Carlisle and combination, any thickness, in a crossing pattern, connecting the concrete Acrylife requirements. loose -laid with staggered joints V2T vents Weld maximum 50 ft o.c. Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report C33680.09.10-1114 for FL34083-1114 y Certificate of Authorization #19503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 40 of 57 QOTRINITYIERD' TABLE 4A:'LIGHTWEIGHTCONCRETE DECKS NEW CONSTRIIGTIONyOR REROOF)TEaR'OFF) TY, A 2. ,MECHANICALLY ATTACHEp ANCHOR SHEET`BONDED INSULATION BONDED ROOF —COVER; System SYSTEM 4} Roof Cover / s 3..zex..aF., ... : 51 ON . _,. s ..,... System Deck (Note 1) Base Insulation Layer Coverboard Roof Cover / Adhesive Struct. LWC (Note 15) Type MDP (psf) Struct Base LWC (Note 15) Type Attachment Type AttachmentNo. Notes 16 & 18) Min. 1 -inch Polyiso Notes 16 & 18) Min. 22 ga., Type Min. 250 psi, 9 -inch o.c. in the 3 -inch side Min. 250 psi, Min. 2 -inch B, Grade 33 vented Min. 2 -inch thick, Structural OMG CR lap and 9 -inch o.c. in two HP -H, InsulBase or H- FAST 100, FAST 100 LV, Optional) Additional FAST 100, FAST 100 LV, LWC-2 LWC-1 thick, Elastizell Range II HP Recovery Sure Weld /Sure -Weld BA 340.0 concrete Elastizell Range II 28 Shield, SecurShield, Flexible FAST (FULL) layers base insulation Flexible FAST (FULL) asphalt Hot asphalt concrete LW IC H -Shield CG Sheet Fasteners center of the sheet CG, AC Foam II, or ENRGY 3 Board 4r TABLE 4B CIGFITWEIGHT,CONCRETE DECKS' :NEW CONSTRUCTION'oR REROOF TEAR=OFF .' --, 111 x . ; :. ; SYSTEM TY, A 2. ,MECHANICALLY ATTACHEp ANCHOR SHEET`BONDED INSULATION BONDED ROOF —COVER; System Deck (Note 1) Anchor Sheet Insulation Roof Cover / Adhesive MDP (psf) No. Struct. LWC (Note 15) Type Fasteners Attach Base Top Attach Notes 16 & 18) Min. 22 ga., Type Min. 250 psi, 9 -inch o.c. in the 3 -inch side Min. 1.0 -inch Polyiso HP -H, B, Grade 33 vented Min. 2 -inch thick, Perma Ply OMG CR lap and 9 -inch o.c. in two InsulBase, HP -N or HP -W, H- Min. 1.0 -inch Hot Sure -Weld AFX / LWC-2 Assembled Base HP Recovery 45.0 steel or structural Elastizell Range II 28 staggered rows in the Shield, SecurShield, H -Shield asphalt Hot asphalt concrete LWIC Sheet Fasteners center of the sheet CG, AC Foam II, or ENRGY 3 Board Exterior Research and Design, I.I.C. d/b/a Trinity ) ERD Evaluation Report C33680.09.10 -R14 for FL14083-1114 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 41 of 57 QOTRINITYIERD 11 -- . ___ :_. ., _.. - L DECK NEW CONSTRUCTION OR RE ROOF (TEARyOFF) Y SYSTEM TYPE F NON INSULATEy.._ D, BONDED ROOF,COVER., n,.>; h Deck (Note 1) Roof Cover (Notes 16 & 18) System MDP No. Surface Supplemental Attachment psf) Struct. Deck LWC (Note 15) Type Attach Fasteners DensityTreatment SURE -WELD SURE WELD`HS OR SPECTRO WELD MEMBRANE APPLICATIONS Min. 20 ga., Type BV, Grade 33 steel; max. 6 -ft 3 -inch spans; Min. 320 psi, min. 2 -inch thick, Elastizell Range II LWIC (EPS LWC 3 5/8" puddle welds orTek/5 board optional) None None N/A Sure Weld Sure Weld BA 52.5 screws spaced 6 -inch o.c. Min. 22 ga., Type BV, Grade 33 steel; max. 6 -ft spans; 5/8" Min. 320 psi, min. 2 -inch thick, Elastizell Range II LWIC LWC-4 puddle welds or Tek/5 screws Minimum 2 -inch thick, minimum 1.0 pcf EPS holey board None None N/A Sure -Weld Sure -Weld BA 82.5 required) spaced 6 -inch o.c. Min. 22 ga., Type BV, Grade 33 steel; max. 5 -ft spans; 5/8" Min. 320 psi, min. 2 -inch thick, Elastizell Range II LWIC LWC-5 puddle welds or Tek/5 screws Minimum 1 -inch thick, minimum 1.0 pcf EPS holey board None None N/A Sure -Weld Sure, Weld BA 97.5 requi red) spaced 6 -inch o.c. Min. 22 ga., Type BV, Grade 33 Min. 320 psi, min. 2 -inch thick, Elastizell Range II LWIC steel; max. 5 - spans; S/8" tft LWC-6 puddle welds Tek/5 screws Minimum 2 -inch thick, minimum 1.0 pcf EPS holey board None None N/A Sure -Weld Sure -Weld BA 112.5 required) spaced 6 -inch o.c. Min. 22 ga., Type B, Grade 33 Min. 36 pcf wet cast density, min. 200 psi, min. 2 -inch thick Aqua Base 120 BA orLWC-7 steel at max. 6 ft spans attached 6 -inch o.c. Celcore MF Cellular Concrete (cast with or without min. 1 -inch EPS holey board). Note A. None None / N/A Sure -Weld Sure Weld BA 60.0 LWC-8 Min. 22 ga., Type B, Grade 33 steel at max. 4 ft spans attached 6 -inch o.c. Min. 38 pcf wet cast density, min. 200 psi, min. 1.625 -inch thick Celcore MF Cellular Concrete followed by min. 1 -inch EPS holey board with min. 2.0 -inch thick top slurry coat. Note A. Celcore PVA None N/A Sure -Weld Sure -Weld BA 67.5 LWC-9 Min. 22 ga., Type B, Grade 33 steel at max. 6 ft spans Min. 36 pcf wet cast density, min. 200 psi, min. 2 -inch thick Celcore MF Cellular Concrete (cast with or min. 1 -inch None Carlisle Fastener 1 9 ftZ Sure Aqua Base 120 BA or 67.5 attached 6 -inch o.c. without EPS holey board). Note A. uwithInsulation Plate per Weld Sure -Weld BA Note e LWC-10 Min. 22 ga., Type B, Grade 33 steel at max. 6 ft spans Min. 36 pcf wet cast density, min. 200 psi, min. 2 -inch thick Celcore MF Cellular Concrete (cast with or without min. 1 -inch None Carlisle HP Fastener 1 1 ft' Sure Aqua Base 120 BA or 1 attached 6 -inch o.c. EPS holey board). Note A. with Insulation Plate per Weld Sure Weld BA to BNoteB LWC-11 Min. 22 ga., Type BV, Grade 33 steel; max. 5 -ft spans; 5/8" puddle welds with weld- washers spaced 6 -inch o.c. Deck primed with Concrecel Bonding Agent at 600 ftz/gallon. Min. 350 psi, min. 2 -inch thick, Concrecel Lightweight Insulating Concrete (Minimum 1 -inch thick, minimum 1.0 pcf EPS holey board required) Optional) Concrecel Curing Compound None N/A Sure -Weld Sure -Weld BA 97.5 10.09.10-R14 for FL14083-R14 Revision 14: 01/30/2017 - Appendix 1, Page 42 of 57 QOTRINITY I ERD x '." :TABLE 4C rLIGHTWEIGH f CONCRETE OVER STEELYDECK -NEW CONSTRUCTION OR RE ROOF. (TEAR_OFF) try: 4 SYSTEM TYPE F:.NON-INSUI AT `'80ND.Ep RPTSOVERl ..+. Deck (Note 1) Roof Cover (Notes 16 & 18) SyNo. IVI) Surface Supplemental Attachment pDStruct. Deck LWC (Note 15) Type Attach Fasteners DensityTreatment Min. 22 ga., Type BV, Grade 33 steel; max. 6 -ft spans; 5/8" Min. 350 psi, min. 2 -inch thick, Concrecel Lightweight LWC-12 puddle welds spaced 6 -inch Insulating Concrete (No EPS board) None None N/A Sure -Weld Sure -Weld BA 105.0 O.C. Min. 22 ga., Type BV, Grade 33 steel; max. 6 -ft spans; 5/8" Min. 350 psi, min. 2 -inch thick, Concrecel Lightweight LWC-13 Insulating Concrete (Minimum 2 -inch thick, minimum 1.0 pcf None None N/A Sure -Weld Sure -Weld BA 135.0 puddle welds with weld- EPS holey board required) washers spaced -6 -inch o.c. n"x :i'"'.WasG..^._* .rv'tiY=tx. .h. SUREaWELDF.IEECEBAGK.oR SPE@TRO-WELD4FCEECEBACK".MEMBRANE AP.P,LICATIONS'" Min. 20 ga., Type BV, Grade 33 steel; max. 6 -ft 3 -inch spans; Min. 320 psi, min. 2 -inch thick, Elastizell Range II LWIC (EPS Sure -Weld LWC-14 5/8" puddle welds or Tek/5 board optional) None None N/A FleeceBACK Flexible FAST (FULL) 52.5 screws spaced 6 -inch o.c. Min. 22 ga., Type BV, Grade 33 steel; max. 6 -ft spans; 5/8" Min. 320 psi, min. 2 -inch thick, Elastizell Range II LWIC Sure -Weld LWC-15 puddle welds or Tek/5 screws Minimum 2 -inch thick, minimum 1.0 pcf EPS holey board None None N/A FleeceBACK Flexible FAST (FULL) 82.5 required) spaced 6 -inch o.c. Min. 22 ga., Type BV, Grade 33 5 -ft -spans; steel; max. 5 -ft's 5 8" p / Min. 320 psi, min. 2 -inch thick, Elastizell Range II LWIC Sure -Weld LWC-16 puddle welds or Tek/5 screws Minimum 1 -inch thick, minimum 1.0 pcf EPS holey board None None N/A FleeceBACK Flexible FAST (FULL) 97.5 spaced 6 -inch o.c. required) Min. 22 ga., Type BV, Grade 33 steel; max. 5 -ft spans; 5/8" Min. 320 psi, min. 2 -inch thick, Elastizell Range II LWIC Sure -WeldLWC-17 puddle welds or Tek/5 screws Minimum 2 -inch thick, minimum 1.0 pcf EPS holey board None None N/A FleeceBACK Flexible FAST (FULL) 112.5 spaced 6 -inch o.c. required) Min. 22 ga., Type B, Grade 33 Min. 36 pcf wet cast density, min. 200 psi, min. 2 -inch thick LWC-18 steel at max. 6 ft spans Celcore MF Cellular Concrete (cast with or without min. 1 -inch Celcore None N/A Sure Weld FAST 100, FAST 100 LV, 60.0 attached 6 -inch o.c. EPS holey board). Note A. PVA FleeceBACK Flexible FAST (FULL) Min. 22 ga., Type B, Grade 33 Min. 38 pcf wet cast density, min. 200 psi, min. 1.625 -inch LWC-19 steel at max. 4 ft spans thick Celcore MF Cellular Concrete followed by min. 1 -inch EPS Celcore None N/A Sure -Weld FAST 100, FAST 100 LV, 67.5 attached 6 -inch o.c. holey board with min. 2.0 -inch thick top slurry coat. Note A. PVA FleeceBACK Flexible FAST (FULL) Min. 22 ga., Type B, Grade 33 Min. 36 pcf wet cast density, min. 200 psi, min. 2 -inch thick LWC-20 steel at max. 6 ft spans Celcore MF Cellular Concrete (cast with or without min. 1 -inch Celcore Carlisle HP Fastener 1 per 9 ftz Sure -Weld FAST 100, FAST 100 LV, 67.5 attached 6 -inch o.c. EPS holey board). Note A. PVA with Insulation Plate FleeceBACK Flexible FAST (FULL) Note e Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report C33680.09.10-1114 for FL14083-1114 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 43 of 57 T INITY I ERD TM TA9LE 4C LIGHTWEIGHT CONCRETE OVER STEEL 'DECK.- NEW CONSTRUCTION OR RE ROOF,(TEAR-OFF) - SYSTEM TYPE f NONANSULATED BONDED.ROOF.COVER y Deck (Note 1) Roof Cover (Notes 16 & 18) System Surface Supplemental Attachment MDP No. Struct. Deck LWC (Note 15) Type Attach psf) Fasteners DensityTreatment Min. 22 ga., Type B, Grade 33 Min. 36 pcf wet cast density, min. 200 psi, min. 2 -inch thick LWC-21 steel at max. 6 ft spans Celcore MF Cellular Concrete (cast with or without min. 1 -inch Celcore Carlisle HP Fastener 1 per 1 ftz Sure -Weld FAST 100, FAST 100 LV, 1 attached 6 -inch o.c. EPS holey board). Note A. PVA with Insulation Plate FleeceBACK Flexible FAST (FULL) BNoteB Min. 22 ga., Type BV, Grade 33 Deck primed with Concrecel Bonding Agent at 600 ftz/gallon. Optional) steel; max. 5 -ft spans; 5/8" Min. 350 psi, min. 2 -inch thick, Concrecel Lightweight Concrecel Sure -Weld FAST 100 LV or FAST DLWC-22 puddle welds with weld- Insulating Concrete (Minimum 1 -inch thick, minimum 1.0 pcf Curing None N/A FleeceBACK C (FULL) 97'5 washers spaced 6 -inch o.c. EPS holey board required) Compound Min. 22 ga., Type BV, Grade 33 steel; max. 6 -ft spans; 5/8" Min. 350 psi, min. 2 -inch thick, Concrecel Lightweight Sure -Weld FAST 100 LV or FAST D- LWC-23 puddle welds spaced 6 -inch Insulating Concrete (No EPS board) None None N/A FleeceBACK C (FULL) 105.0 O.C. Min. 22 ga., Type BV, Grade 33 steel; max. 6 -ft spans; 5/8" Min. 350 psi, min. 2 -inch thick, Concrecel Lightweight Sure -Weld FAST 100 LV or FAST D- LWC-24 Insulating Concrete (Minimum 2 -inch thick, minimum 1.0 pcf None None N/A 135.0 puddle welds with weld- EPS holey board required) FleeceBACK C (FULL) washers spaced 6 -inch o.c. Note A.) If the type of LWC to be used on the project is unknown, as in a re -roof (tear -off) condition, compressive strength and fastener withdrawal resistance testing shall be conducted. Compressive strength testing shall be in accordance with ASTM C495 (for new pour) or ASTM C109 (for existing) and shall yield a minimum 200 psi result. Field withdrawal resistance testing in accordance with TAS 105 or ANSI/SPRI FX -1 and shall yield an average withdrawal performance not less than 55 Of with a Trufast FM -90 Base Sheet Fastener. If question exists as to the adhesion to the LWC surface, field testing in accordance with ASTM E907 or FM Loss Prevention Data Sheet 1-29 is recommended. All testing shall be performed by an accredited testing agency acceptable to the Authority Having Jurisdiction. Note B.) Linear interpolation between supplemental attachment at 1 per 9 ftz for -67.5 psf and 1 per 1 ftz for -120.0 psf is permissible. Such interpolation shall be performed by a qualified design professional to the satisfaction of the Authority Having Jurisdiction. Exterior Research and Design, LLC. d/b/a Trinity ) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 FBC NON-HVHZ EVALUATION Evaluation Report C33680.09.10-1114 for F1.34083-1134 Revision 14: 01/30/2017 - Appendix 1, Page 44 of 57 QO TRINITY I ERD TABLE 4D OVERSTRUC°TURALCONCRETE NEW.CONSTRUCTION ;} ` LIGHTWEIGHT,"CONCRETE is i k k,. y,, t •'} SYSTEM TXP.EFNON="INSULATED' BONDED ROOF COVER ;' w z,?n ... l.. System Deck (Note 1) Roof Cover (Notes 16 & 18) No. Deck (Note 1) LWC (Note 15) Membrane Application MDP (psf) aSURE-WELD SURE WELDFISOR$PECTRO-WELD:MEMBRANEAPPLICATIONS r . " ,"" '"'"` •*'`A Ff. :. ;; s - ,as., pr.:v" Min. 2,500 psi structural LWC-25 Min. 250 psi, Min. 2 -inch thick, Elastizell Range II LWIC Sure -Weld Aqua Base 120 BA 67.5 concrete Min. 2,500 psi structural LWC-26 Min. 250 psi, Min. 2 -inch thick, Elastizell Range II LWIC (EPS board optional) Sure Weld Sure -Weld BA 240.0 concrete Min. 2,500 psi structural LWC-27 Min. 300 psi, Min. 2 -inch thick, Elastizell Range II LWIC (no EPS board) Sure Weld Sure -Weld BA 495.0 concrete Min. 2,500 psi structural LWC-28 Min. 300 psi, Min. 2 -inch thick, Celcore Cellular Concrete (EPS board optional) Sure -Weld Aqua Base 120 BA 82.5 concrete Min. 2,500 psi structural LWC-29 Min. 300 psi, Min. 2 -inch thick, Celcore Cellular Concrete (EPS board optional) Sure -Weld Sure -Weld BA 135.0 concrete Min. 2,500 psi structural Min. 36 pcf wet cast density, min. 200 psi, min. 2 -inch thick Celcore MF Cellular ConcreteLWC-30 Sure -Weld Aqua Base 120 BA 217.5 concrete EPS board optional). Note A. Min. 2,500 psi structural Min. 36 pcf wet cast density, min. 200 psi, min. 2 -inch thick Celcore MF Cellular ConcreteLWC-31 Sure -Weld Sure -Weld BA 480.0 concrete EPS board optional). Note A. Min. 2,500 psi structural Min. 350 psi, min. 2 -inch thick, Concrecel Lightweight Insulating Concrete (EPS boardLWC-32 Sure -Weld Sure -Weld BA 452.5 concrete optional) Min. 350 psi, cellular lightweight insulating concrete; Note: To qualify the LWIC under thisMin. 2,500 psi structural LWC-33 assembly, an OMG CR -R Assembled Base Sheet Fastener (1.7 in.) shall achieve an average Sure -Weld Sure -Weld BA 452.5 concrete withdrawal of 101 Ibf or greater when tested perANSI/SPRI FX -1 or TAS105. Min. 320 psi, cellular, lightweight insulating concrete; Note: To qualify the LWIC under thisMin. 2,500 psi structural LWC-34 assembly, an OMG CR -R Assembled Base Sheet Fastener (1.7 in.) shall achieve an average Sure -Weld Sure -Weld BA 492.5 concrete withdrawal of 148lbf or greater when tested perANSI/SPRI FX -1 or TAS105. m fi. ,. ,... ..irrc- Ze$ #- ..zz h.S ,.s ., ,. ? r•. i, . i i ,`R, 4 k.-.M 4fi 'e': r" r- T$'`h .,.i^•: xa, ., c..u...;._x n. ,..£.1 3`'ii.+w,+^..- m.. ,. — x k"., Min. 2,500 psi structural Sure -Weld LWC-35 Min. 250 psi, Min. 2 -inch thick, Elastizell Range II LWIC (EPS board optional) FAST 100 (FULL) 240.0 concrete FleeceBACK Min. 2,500 psi structural Sure -Weld LWC-36 Min. 320 psi, min. 2 -inch thick, Elastizell Range II LWIC (EPS board optional) flexible FAST (FULL) 240.0 concrete FleeceBACK Min. 2,500 psi structural Sure -Weld LWC-37 Min. 320 psi, min. 2 -inch thick, Elastizell Range II LWIC (no EPS board) Flexible FAST (FULL) 250.0 concrete FleeceBACK Min. 2,500 psi structural Sure -Weld LWC-38 Min. 300 psi, Min. 2 -inch thick, Elastizell Range II LWIC (no EPS board) FAST 100 (FULL) 495.0 concrete FleeceBACK Min. 270 psi, Min. 2 -inch thick Celcore MF Cellular Concrete with Celcore HS Rheology LWC-39 Min. 2,500 psi structural Modifying Admixture (EPS board optional) Sure Weld FAST 100 -LV (FULL) or Flexible FAST 225.0 concrete FleeceBACK FULL) Surfacing: Celcore SBS (Sanded Bonding Surface) at 1 gal/square. Exterior Research and Design, LLC. d/b/a Trinity ( ERD Evaluation Report C33680.09.10 -R14 for FL14083-R14 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 45 of 57 TABLE4D,UGHTWEIGHTCONCRETEOVERSTRUCTURAL CONCRETE ':NEWGONSTRUCTION x :. SYSTEMTYPEF NON INSULATE D'BONDE*D°ROOFCOVEW' a System Deck (Note 1) Roof Cover (Notes 16 & 18) MDP (psf) No. Deck (Note 1) LWC (Note 15) Membrane Application Min. 2,500 psi structural Min. 36 pcf wet cast density, min. 200 psi, min. 2 -inch thick Celcore MF Cellular Concrete Sure -Weld FAST 100, FAST 100LV, Flexible FAST LWC-40 concrete EPS board optional). Note A. FleeceBACK FULL) 232.5 Min. 2,500 psi structural Min. 350 psi, min. 2 -inch thick, Concrecel Lightweight Insulating Concrete (EPS board Sure -Weld LWC-41 concrete optional) FleeceBACK FAST 100 LV or FAST D -C (FULL) 282.5 Min. 320 psi, cellular lightweight insulating concrete; Note: To qualify the LWIC under thisMin. 2,500 psi structural Sure -Weld LWC-42 assembly, an OMG CR -R Assembled Base Sheet Fastener (1.7 in.) shall achieve on average Flexible FAST (FULL) 250.0 concrete withdrawal of 148 Ibf or greater when tested per ANSI/SPRI FX -1 or TAS105. FleeceBACK Min. 350 psi, cellular lightweight insulating concrete; Note: To qualify the LWIC under thisMin. 2,500 psi structural Sure -Weld LWC-43 assembly, an OMG CR -R Assembled Base Sheet Fastener (1.7 in.) shall achieve an average FAST 100 LV or FAST D -C (FULL) 282.5 concrete withdrawal of 101 Ibf or greater when tested per ANSI/SPRI FX -1 or TAS105. FleeceBACK SURE -WELD SAT=TPO MEMBRANE rt Min. 3,000 psi structural LWC-44 Min. 250 psi, Min. 2 -inch thick, Elastizell Range II LWICSure-Weld SAT-TPO Self -adhered 282.5 concrete Note A.) If the type of LWC to be used on the project is unknown, as in a re -roof (tear -off) condition, compressive strength and fastener withdrawal resistance testing shall be conducted. Compressive strength testing shall be in accordance with ASTM C495 (for new pour) or ASTM 0109 (for existing) and shall yield a minimum 200 psi result. Field withdrawal resistance testing in accordance with TAS 105 or ANSI/SPRI FX -1 and shall yield an average withdrawal performance not less than 55 Ibf with a Trufast FM -90 Base Sheet Fastener. If question exists as to the adhesion to the LWC surface, field testing in accordance with ASTM E907 or FM Loss Prevention Data Sheet 1-29 is recommended. All testing shall be performed by an accredited testing agency acceptable to the Authority Having Jurisdiction. Exterior Research and Design, LLC. d/b/a Trinity ) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 FBC NON-HVHZ EVALUATION Evaluation Report C33680.09.10 -R14 for FL14083-R14 Revision 14: 01/30/2017 . Appendix 1, Page 46 of 57 r' QOTRIN' ITY I ERD TABLE 5A. CEMENTITOUS WOOD FIBER DECKS NEW CONSTRUCTION oR REROOF (TeAR OFF) t?Y A-1: DOVER` ` nw . :`°SYSTEM:TYP.,E BONDEDdIVSUL'AIION BONDED ROOF R Base Insulation Layer Top Insulation Layer Roof Cover (Notes 16 & 18) System No. Deck (Note 1) Type Attachment Type Attachment Type Application M DP (psf) SURE-VIIEL-.D. Min. 2 -inch FAST 100, FAST 100 LV, CWF -1 Min. 7/16 -inch APA rated OSB None N/A Sure -Weld Aqua Base 120 BA 52.5 Tectum Plank Flexible FAST (FULL) Min. 2 -inch Min. 1.5 -inch Polyiso HP -H, InsulBase, FAST 100, FAST 100 LV, Optional) Additional FAST 100, FAST 100 LV, CWF -2 Sure Weld Sure Weld BA 75.0 Tectum Plank H -Shield, SecurShield, H -Shield CG Flexible FAST (FULL) layers of base insulation Flexible FAST (FULL) Optional) Min. 1.5 -inch Polyiso HP -H, Min. 2 -inch FAST 100, FAST 100 LV, Min. 7/16 -inch APA rated FAST 100, FAST 100 LV, CWF -3 InsulBase, H -Shield, SecurShield, H- Sure -Weld Sure -Weld BA 75.0 Tectum Plank Flexible FAST (FULL) OSB Flexible FAST (FULL) Shield CG Min. 2 -inch Optional) Min. 1.0 -inch Polyiso HP -N FAST 100, FAST 100 LV, Min. 0.625 -inch Dens Deck FAST 100, FAST 100 LV, CWF -4 Sure -Weld Sure -Weld BA 90.0 Tectum Plank or Polyiso HP -H, InsulBase Flexible FAST (FULL) Prime Flexible FAST (FULL) SURE' WELD FLEECEBACK MEMBRANE APPLICATIONS n_ max"., , _ " ,- 5 - Min. 2 -inch Min. 1.0 -inch Polyiso HP -N or Polyiso FAST 100 LV, Flexible FAST Optional) Min. 0.5 -inch FAST 100 LV, Flexible Sure -Weld FAST 100, FAST D -T CWF -5 90.0 Tectum Plank HP -H, InsulBase FULL) HP Recovery Board FAST (FULL) FleeceBACK FULL) Min. 2 -inch FAST 100 LV, Flexible FAST Sure -Weld FAST 100 LV or CWF -6 Min. 1 -inch Insulfoam SP None N/A 90.0 Tectum Plank FULL) FleeceBACK Flexible FAST (FULL) Min. 2 -inch Min. 1.0 -inch Polyiso HP -N or Polyiso Optional) Min. 0.5 -inch Sure -Weld FAST 100, FAST D -T CWF -7 FAST 100 (FULL) FAST 100 (FULL) 120.0 Tectum Plank HP -H, InsulBase I I HP Recovery Board FleeceBACK FULL) Exterior Research and Design, I.I.C. d/b/a Trinity ) ERD Evaluation Report C33680.09.10-1114 for F1.14083-1114 Certificate of Authorization 69503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 47 of 57 QOTRINITYIERD LE 6, GYPSUM DECKS GYPSUM DECKS REROOF(TEaR OFF) x , Y STEM TYPEA 1 BONDED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Base Insulation Layer Top Insulation Layer Roof Cover (Notes 16 & 18) No. Deck (Note 1) PrimerType MDPMDP (psf) MDP (psf) G-3. Existing poured gypsum or gypsum plank Type Attachment Type Attachment Type Application Sure -Weld FleeceBACK FAST D -C (FULL) 330.0 Existing poured G-1. gypsum or gypsum Min. 1 -inch Insulfoam SP FAST 100 LV (FULL), None N/A Sure -Weld FleeceBACK FAST 100 LV, Flexible 295.0 plank Flexible FAST (FULL) FAST (FULL) Existing poured Optional) Min. 1 -inch G 2 gypsum or gypsum Insulfoam IIIVIIIIXXIV or FAST 100 LV (FULL) Min. 1 -inch Insulfoam FAST 100 LV (FULL) Sure -Weld FleeceBACK FAST LV, Flexible 295.0 plank XV SP FULL) FAST (FU LL)) TABLE 66 GYPSUM DECKS REROOF (TEaR OFF) p SYSTEM<TYPE F.,NON..INSULATED.BONDED..ROOF COVER R ., U a s... .... ,:1'}a=,*4.'.•.>.: ., :. uq,:. ,„t .. n..:'xx G>. ,, .., ..n v. rc={CiAv ..\:a a ,:,-i.: .S a'a..., .Y, ,.'t System Roof Cover (Notes 16 & 18) No. Deck (Note 1) PrimerType MDPMDP (psf) G-3. Existing poured gypsum or gypsum plank None Sure -Weld FleeceBACK FAST 100, FAST 100 LV, Flexible FAST (FULL) 295.0 Existing poured gypsum or gypsum plank None Sure -Weld FleeceBACK FAST D -C (FULL) 330.0 Exterior Research and Design, I.I.C. d/b/a Trinity ) ERD Certificate of Authorization #9503 i V Prepared b Robert Nieminen, PE -59166Ip FBC NON-HVHZ EVALUATION Evaluation Report C33680.09.10 -R14 for FL14083-1134 Revision 14: 01/30/2017 _ Appendix 1, Page 48 of 57 QOTRINITYIERD w ' " ' TABLE 7A RECOVER APPLICATIONS, 7, SY STEM TYPE A 1 BONDED INSULATION, BONDED ROOF COVERr. y - System No. Substrate Base Insulation Layer Top Insulation Layer Roof Cover (Notes 16 & 18) Note 12) Type Attach Type Attach Type Application MDP (psf) SURE WELD,HS,ORSPECTRO.WELD:!MEMBRANEAP.P.LICATIONS.,> rv t.'Q,sYrt*-`:: tt.,.r c. .:v.',..:>ex. o ,. si,.;,.b.` Y., Y, a '', H.y ,k. .Y.....e. .: v„ SURE.WELD ro .. ;r c.E _.,., a ..w , x. >,.-. ...n,.....o- r 4a s ,.. , . .k .:, ..x :.. :.,, v, .,k rx-... ,>,.. .z.-.... ...._c:-v..uta..s rr:. Y, +vt L'`>. x aY.. i. `.:az•%'`f;±,ax.YR-`ti:'z^'. Existing asphaltic FAST 100FAST 100 FAST 100, FAST R-1 BUR or mineral Min. 1.0 inch Polyiso HP -H, InsulBase, H- LV, Flexible FAST Optional) Additional layers of 100 LV, Flexible Sure -Weld Aqua Base 120 BA or 45.0 surface ca p sheet Shield, SecurShield, H -Shield CG RIBBON, 6 -inch o.c.) base insulation FAST (RIBBON, 6- Sure -Weld BA inch o.c.) inExisting asphaltic R-2 BUR Min. 1.0 -inch Polyiso HP -H, InsulBase, H- FAST 100, FAST 100 LV Optional) Additional layers of FAST 100, FAST Aqua Base 120 BA or mineral surface cap sheet Shield, SecurShield, H -Shield CG FULL) base insulation 100 LV (FULL) Sure -Weld Sure -Weld BA 157.5 Existing asphaltic Optional) Polyiso HP -H, InsulBase, HP -N, R-3 BUR or mineral or HP -W, ENRGY 3, H -Shield, SecurShield, FAST 100, FAST 100 LV Polyiso HP -NB, Storm Base, H- FAST 100, FAST Sure -Weld Sure -Weld BA 187.5 surface cap sheet H -Shield CG, or AC Foam II FULL) Shield NB 100 LV (FULL) Existing asphaltic One or more layers Min. 1.0 -inch FM R-4 BUR or mineral Approved EPS (BASF, NOVA, or Huntsman FAST 100, FAST 100 LV Min. 0.5 -inch FM approved FAST 100, FAST Sure -Weld Sure -Weld BA 232.5 surface cap sheet beads) FULL) fiberboard 100 LV (FULL) Existing asphaltic Min. 1.5 -inch ACFoam II, Polyiso HP -H, R-5 BUR or mineral InsulBase, H -Shield, SecurShield, H -Shield OB500 Optional) Additional layers of OB500 Sure -Weld Aqua Base 120 BA or 120.0 surface cap sheet CG, ENRGY 3 base insulation Sure -Weld BA Existing asphaltic Optional) Min. 1.5 -inch ACFoam 11, R-6 BUR or mineral Polyiso HP -H, InsulBase, H -Shield, 06500 Min. inch Dens Deck or OB500 Sure -Weld Aqua Base 120 BA or 120.0 surface cap sheet SecurShield, H -Shield CG, ENRGY 3 Dens DeckDeck Prime Sure -Weld BA Existing asphaltic Optional) Min. 1.5 -inch ACFoam II, Aqua Base 120 BA, R-7 BUR or mineral Polyiso HP -H, InsulBase, H -Shield, 06500 Min. 0.25 -inch SECUROCK OB500 Sure -Weld Sure -Weld BA or LVOC 120.0 surface cap sheet SecurShield, H -Shield C6, ENRGY 3 Gypsum -Fiber Roof Board BA SURE. WELDFLEECEBACK.ORSPECTRO..WELDFLEECEBQCK,MEMBRANEAP.P.LICATIONS K. -,:. e e .` ., . 0. . y,.: xtat. 2.. :.. h ,i.:.. , '? -.. . a_ .":4+i' i .. •, ax..vt- `, s'S§.r a.,,,m*t,. y, ..., 1 .:..v C. ,... r ; `.. n>4, :.( i4 f..."See ,q q....., r. . .. y:s. ..., c..x'k'.:. y .,.-$ ,sw.. .`4a':}.i`N. xti .x `'3,. 'y:,`„'+`d`.x' 4 .?7;.. u. ,;„, t`a^- Optional) Min. 1.5 -inch Polyiso HP -H, Existing asphaltic InsulBase, HP -N, HP -W, H -Shield, FAST 100, FAST 100 Min. 1.5 -inch SecurShield HD FAST 100, FAST FAST 100, FAST 100 LV, R-8 BUR or mineral SecurShield, H -Shield CG, ENRGY 3, LV, Flexible FAST Composite, H -Shield HD 100 LV, Flexible Sure -Weld Flexible FAST, FAST D -T 45.0 surface ca sheetp ACFoam II, Pactiv GreenGuard or RIBBON6-inch o c.) Composite or min. 0.5 -inch HP FAST (RIBBON, 6- FleeceBACK FULL) Foamular 150 or Min. 1.0 -inch Dow Recovery Board inch o.c.) Styrofoam Existing asphaltic Min. 1 -inch Polyiso HP -H, InsulBase, HP -N FAST 100, FAST 100 FAST 100, FAST FAST 100, FAST 100 LV, R-9 BUR or mineral or HP -W, H -Shield, SecurShield, H -Shield LV, Flexible FAST Min. 0.25 -inch Dens Deck 100 LVFlexible Sure -Weld Flexible FAST, FAST D -T 37.5 surface cap sheet CG, ENRGY 3, AC Foam II or min. 1.5 -inch FULL) Prime FAST(FULL) FleeceBACK RIBBON, 12 -inch o.c.) Pactiv GreenGuard Extruded Polystyrene inExisting asphaltic R-10 BUR mineral Optional) Min. 0.5 -inch Polyiso HP -H, FAST 100, FAST 100 LV Min. 0.5 -inch base insulation FAST 100, FAST Sure -Weld FAST D -T (FULL) 135.0 surface cap sheet InsulBase, H -Shield FULL) 100 LV (FULL) FleeceBACK Exterior Research and Design, LLC. d/b/a Trinity ( ERD Evaluation Report C33680.09.10 -R14 for F1.34083-1134 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 49 of 57 QOTRINITYIERD TABLE 7A RECOVER APFIICATIONS' SYSTEM TYPE A 1 BONDED INSULATION BONDED ROOF COVERe^. ,. !., Substrate Base Insulation Layer Top Insulation Layer Roof Cover (Notes 16 & 18) System No. Note 12) Type Attach Type Attach Type Application MDP (psf) Optional) Min. 1 -inch Polyiso HP -H, Min. 0.5 -inch SecurShield HD Existing asphaltic InsulBase, H -Shield, SecurShield, H -Shield FAST 100 LV, FAST D -C, or H -Shield HD or Min. 1.5 -inch FAST 100 LV, FAST Sure -Weld R-11 BUR or mineral CG or min. 1 -inch Insulfoam I, II, IX, VIII, Flexible FAST (FULL) SecurShield HD Composite, H- Flexible FAST FleeceBACK FAST D -T (FULL) 135.0 surface cap sheet FULL) FU XIV or XV Shield HD Composite Optional) Min. 1 -inch Polyiso HP -H, Existing asphaltic InsulBase, H -Shield, SecurShield, H -Shield FAST 100 LV or FAST Min. 0.25 -inch SECUROCK FAST 100 LV or Sure -Weld R-12 BUR or mineral CG or min. 1 -inch Insulfoam I, II, IX, VIII, D -C (FULL) Gypsum -Fiber Roof Board FAST D -C (FULL) FleeceBACK FAST D -T (FULL) 135.0 surface cap sheet XIV or XV Existing asphaltic Optional) Polyiso HP -H, InsulBase, HP -N, R-13 BUR or mineral or HP -W, ENRGY 3, H -Shield, SecurShield, FAST 100, FAST 100 LV Polyiso HP -NB, StormBase, H- FAST 100, FAST Sure -Weld FAST 100, FAST 100 LV, 187.5 FULL) Shield NB 100 LV (FULL) FleeceBACK Flexible FAST (FULL) surface cap sheet H -Shield CG, or AC Foam II Existing gravel- R-14 surfaced Min. 1 -inch Insulfoam SP Flexible FAST (FULL) None N/A Sure -Weld Flexible FAST (FULL) 222.5 asphaltic.BUR FleeceBACK Existing asphaltic Min. 1.5 -inch Polyiso HP -H, InsulBase, HP- FAST 100, FAST 100 Optional) Additional layers of FAST 100, FAST Sure -Weld Aqua Base 120 BA, R-15 BUR or mineral N, HP -W, ACFoam II, H -Shield, LV, Flexible FAST 100 LV, Flexible HydroBond Water- 232.5 surface cap sheet SecurShield, H -Shield CG, ENRGY-3 FULL) base insulation FAST (FULL) FleeceBACK Based Existing asphaltic R-16 BUR or mineral Min. 1 -inch Insulfoam SP FAST 100 LV (FULL) None N/A Sure -Weld FAST 100 LV (FULL) 232.5 surface cap sheet FleeceBACK Existing asphaltic Min. 1.5 -inch SecurShield HD Composite, FAST 100, FAST 100 LV Sure -Weld R-17 BUR or mineral H -Shield HD Composite FULL) None N/A FleeceBACK FAST 100 LV (FULL) 232.5 surface cap sheet Optional) One or more layers Existing asphaltic Min. 7/16 -inch APA rated OSB or min. FAST 100, FAST 100 LV min. 7/16 -inch APA rated OSB FAST 100, FAST Sure -Weld FAST 100, FAST 100 LV, R-18 BUR or mineral 0.25 -inch Dens Deck or Dens Deck Prime FULL) or min. 0.25 -inch Dens Deck or 100 LV (FULL) FleeceBACK Flexible FAST (FULL) 232.5 surface cap sheet Dens Deck Prime Existing asphaltic Polyiso HP -H, InsulBase, HP -N or HP -W, Min. 7/16 -inch APA rated OSB R-19 BUR or mineral ENRGY 3, H -Shield, SecurShield, H -Shield FAST 100, FAST 100 LV or min. 0.25 -inch Dens Deck or FAST 100, FAST Sure -Weld FAST 100, FAST 100 LV, 232.5 surface cap sheet CG, or AC Foam II FULL) Dens Deck Prime 100 LV (FULL) FleeceBACK Flexible FAST (FULL) Existing asphaltic Min. 1.0 -inch Polyiso HP -H, InsulBase, H- FAST 100, FAST 100 LV Optional) Additional layers of FAST 100, FAST Sure -Weld FAST 100, FAST 100 LV, R-20 BUR or mineral Shield, SecurShield, H -Shield CG FULL) base insulation 100 LV (FULL) FleeceBACK Flexible FAST (FULL) 300.0 surface cap sheet Existing gravel- R-21 surfaced Min. 1 -inch Insulfoam SP FAST 100 LV (FULL) None N/A Sure -Weld FAST 100 LV (FULL) 395.0 asphaltic BUR FleeceBACK Exterior Research and Design, LLC. d/b/a Trinity ) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 FBC NON-HVHZ EVALUATION Evaluation Report C33680.09.10-1114 for F1.14083-1134 Revision 14: 01/30/2017 _ Appendix 1, Page 50 of 57 A QOTRINI-rYIERD' I TABLE 76 RECOVER ARPLICATIONS I'< SYSTENr;TYPE A-;1 `BONDED INSULATON; BONDED BASE PLY BONDED`ROOF COVERr ,i , „ Roof Cover/ Adhesive .. System Substrate Base Insulation Layer Top Insulation Layer MDP No. Notes 16 & 18) _ Note 12) Type Attach Type Attach Base Application psf) I..a v.,, `xu.E k < .. t,•tah<:4 y i$. ....::.. .. ,a rs' t S at,.,.. s,..:an nz;,,_rw w .... s ' h:a 3. ,.eu,» u?s..,, t " K ,a sem. .:, ¢ i"''.;...k. .:.3 1?*.'v."-. zu,•;,n3.. t'".,"., . .. w..€ 1. r ..,.ce :,.,- i..u.;:,, r ., Existing asphaltic BUR Min. 1 -inch Polyiso HP -H, FAST 100 LV, FAST D -C, Min. 0.25 -inch Dens Deck FAST 100 LV, FAST D -C , SureMB 90TG / Sure -Weld AFX / C- R 22 over steel deck InsulBase, H -Shield BIAB (RIBBON, 6 -inch Prime Flexible FAST , BIAB torch -applied CAA or hot asphalt 60.0 o.c.) RIBBON, 6 -inch o.c.) Existing asphaltic BUR Min. 1 -inch Polyiso HP -H, FAST 100 LV, FAST D -C, Min. 0.25 -inch Dens Deck FAST 100 LV, FAST D -C, SureMB 90TG / Sure -Weld AFX / C R-23 BIAB (RIBBON, 6 inch Flexible FAST, BIAB 75.0 over concrete deck InsulBase, H -Shield Prime torch -applied CAA or hot asphalt o.c.) RIBBON, 6 -inch o.C.) Min. 1 -inch Polyiso HP -H, FAST 100 LV, FAST D -C, Min. 0.25 -inch FAST 100 LV, FAST D -C, SureMB 90TG / Sure -Weld AFX / C- R -24 Existing asphaltic BUR BIAB (RIBBON, 6 -inch SECUROCK Gypsum -Fiber Flexible FAST, BIAB 75.0 InsulBase, H -Shield torch -applied CAA or hot asphalt o.c.) Roof Board RIBBON, 6 -inch o.c.) Existing asphaltic BUR Min. 1 -inch Polyiso HP -H, Min. 0.25 -inch Dens Deck SureMB 90TG / Sure -Weld AFX / C- R-25 over steel deck InsulBase, H -Shield FAST 100 LV (FULL) Prime FAST 100 LV (FULL) torch -applied CAA or hot asphalt 60.0 Existing asphaltic BUR Min. 1 -inch Polyiso HP -H, Min. 0.25 -inch Dens Deck SureMB 90TG / Sure -Weld AFX / C- R -26 over concrete deck InsulBase, H -Shield FAST 100 LV (FULL) Prime FAST 100 LV (FULL) torch -applied CAA or hot asphalt 75.0 Min. 1 -inch Polyiso HP -H, Min. 0.25 -inch SureMB 90TG / Sure -Weld AFX / C- R -27 Existing asphaltic BUR FAST 100 LV (FULL) SECUROCK Gypsum -Fiber FAST 100 LV (FULL) 75.0 InsulBase, H -Shield torch -applied CAA or hot asphalt Roof Board Existing asphaltic BUR Min. 1.5 -inch Polyiso HP -H, Min. 0.25 -inch SureMB 90TG / Sure Weld AFX / C- R -28 over concrete deck InsulBase or H -Shield or min. 2- 08500 SECUROCK Gypsum -Fiber OB500 torch -applied CAA or hot asphalt 105.0 inch Insulfoam I or VIII Roof Board Min. 1.5 -inch Polyiso HP -H, Existing asphaltic BUR Min. 0.25 -inch Dens Deck SureMB 90TG / Sure -Weld AFX / C- R -29 InsulBase or H -Shield or min. 2- OB500 OB500 120.0 over concrete deck inch Insulfoam I or VIII Prime torch -applied CAA or hot asphalt Exterior Research and Design, I.I.C. d/b/a Trinity ( ERD Evaluation Report C33680.09.10-1134 for F1.34083-1134 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 51 of 57 QOTRIN'ITYIERD n. TABLE 7C STEEL RECOVER r SYSTEM TYPE C 2 PLATE BONDED ROOF COVER _ « kty1 rYAlhareaswhrhexi ? e. e t e st n metal anels do not;la on the underl m' uchn sha"ll<ha a°0:25 inch diameter' ilotyhole' re dulled `into the< to driven the.Ru'r6n,Fastener thehw.. _.. .lush ye Anel: cror nto urbn_ System Substrate Attachment Insulation Layer Roof Cover /Adhesive MDP (psf) Fasteners SpacingNo. Note 1) Y Y•iC 3i ~'. nRHINOBOND.SSTEMs..t., Yx".... .. ..:.. x..,,e `.,... ?,..:. t. '.. F„ .. a.. '. -.. -5. X.x," ,;''-i :. v . Q.,.. ."S ,,`„. Existing standing seam or lap seam metal Sure -Weld (minimum 60 -mil) bonded to roof covers having min. 16 ga. (0.0598- One or more layers, any Carlisle HP Purlin Fasteners and RHINOBOND Insulation Plate (TPO) with R-30 inch) to max. 3/16 -inch thick steel purlins combination, RHINOBOND Insulation Plate (TPO) 12 -inch o.c. along purlins RHINOBOND tool per manufacturer's 30.0 preliminarily fastened are fastened through to purlins spaced max. 120 -inch o.c. instructions. Existing standing seam or lap seam metal roof covers having min. 16 ga. (0.0598 One or more layers, any Carlisle HP Purlin Fasteners and Sure -Weld bonded to RHINOBOND Insulation R-31 inch) to max. 3/16 -inch thick steel purlins combination, TPO) RHINOBOND Insulation Plate TPO 6 -inch o.c. alongg purlins Plate (TPO) with RHINOBOND tool per. 37.5 spaced max. 120 -inch o.c. preliminarily fastened are fastened through to purlins manufacturer's instructions. Existing standing seam or lap seam metal roof covers having min. 16 ga. (0.0598- One or more layers, any Carlisle HP Purlin Fasteners and Sure -Weld bonded to RHINOBOND Insulation R-32 inch) to max. 3/16 -inch thick steel purlins combination, RHINOBOND Insulation Plate (TPO) 12 -inch o.c. along purlins Plate (TPO) with RHINOBOND tool per 37.5 max. 60 -inch o.c preliminarily fastened are fastened through liufacturer's d: to pur--ns instructions. man,_ Existing standing seam or lap seam metal Sure -Weld (minimum 60 -mil) bonded to roof covers having min. 16 ga. (0.0598- One or more layers, any Carlisle HP Purlin Fasteners and RHINOBOND Insulation Plate (TPO) withR-33 inch) to max. 3/16 -inch thick steel purlins combination, RHINOBOND Insulation Plate (TPO) 12 -inch o.c. along purlins RHINOBOND tool per manufacturer's 45.0 reliminarilfastenedpy are fastened throuh tourlinsgpspacedmax. 60 -inch o.c. instructions. Existing standing seam or lap seam metal Sure -Weld (minimum 60 -mil) bonded to roof covers having min. 16 ga. (0.0598- One or more layers, any Carlisle HP Purlin Fasteners and RHINOBOND Insulation Plate (TPO) withR-34 inch) to max. 3/16 -inch thick steel purlins combination, RHINOBOND Insulation Plate (TPO) 6 -inch o.c. along purlins RHINOBOND tool per manufacturer's 52.5 preliminarily fastened are fastened through to purlins spaced max. 120 -inch o.c. instructions. Existing standing seam or lap seam metal roof covers having min. 16 ga. (0.0598- One or more layers, any Carlisle HP Purlin fasteners and Sure -Weld bonded to RHINOBOND Insulation R-35 inch) to max. 3/16 -inch thick steel purlins combination, RHINOBOND Insulation Plate (TPO) 6 -inch o.c. along purlins Plate (TPO) with RHINOBOND tool per 67.5 spaced max. 60 -inch o.c. preliminarily fastened are fastened through to purlins manufacturer's instructions. ISOWELD INDUC77 a< + tTIONWELDINGSYSTEM: * f - ' _. Existing standing seam or lap seam metal One or more layers, any SFS Purlin Fastener with SFS Sure -Weld or Sure -Weld EXTRA bonded to SFS roof covers having min. 16 gauge (0.0598R-36 inch), 50 ksi steel purlins spaced max. 60 -inch combination, preliminarilypy isoweld® TPO Plates FI-P-6.8-TPO 12 -inch o.c. alongg purlins isoweld TPO Plates with SFS isoweld 3000 37.5 fastened are fastened through to purlins stand-up tool. O.C. Existing standing seam or lap seam metal One or more layers, any SFS Purlin Fastener with SFS Sure -Weld or Sure -Weld EXTRA bonded to SFS roof covers having min. 16 gauge (0.0598R-37 inch), 50 ksi steel purlins spaced max. 60 -inch combination, preliminarilypy isoweld® TPO Plates FI-P-6.8-TPO 6 -inch o.c, alongg purlins isoweld TPO Plates with SFS isoweld 3000 90.0 fastened are fastened through to purlins stand-up tool. O.C. Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 FBC NON-HVHZ EVALUATION Evaluation Report C33680.09.10-1114 for FL14083-1114 ' Revision 14: 01/30/2017 Appendix 1, Page 52 of 57 7y QOTRINITYIERD Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report C33680.09.10-1114 for F1.14083-1114 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 53 of 57 YP -D- gi COVER7*j I, INSULATED`,MECHANICALLY'ATTACHED.ROOF All areas where the ewstm :metal _94k 4 4 o' 4 o A0 Insulation Roof Cover System No. Deck MDP (psf) Type Attach Membrane Fasteners Attachment Existing standing seam or lap seam metal roof covers having min. 16 ga. (0.0598 -inch) to One or more Prelim. Sure -Weld or Sure- Carlisle HP Purlin 12 -inch o.c. within 5.5 -inch wide laps spaced max. 138.5- R-38 max. 3/16 -inch thick steel purlins spaced max. layers, any attach Weld EXTRA or Fastener and inch o.c. to engage steel purlin. Laps sealed with 1.5 -inch 30.0 138.5 -inch o.c. combination Spectro-Weld Piranha Plate heat weld. Existing standing seam or lap seam metal roof covers having min. 16 ga. (0.0598 -inch) to One or more Prelim. Sure -Weld or Sure- Carlisle HP Purlin 12 -inch o.c. within 5.5 -inch wide laps spaced max. 115- R-39 max. 3/16 -inch thick steel purlins spaced max. layers, any attach Weld EXTRA Fastener and inch o.c. to engage steel purlin. Laps sealed with 1.5 -inch 45.0 115 -inch o.c. combination Piranha Plate heat weld. Existing standing seam or lap seam metal roof covers having min. 16 ga. (0.0598 -inch) to One or more Prelim. Carlisle HP Purlin 12 -inch o.c. within 5.5 -inch wide laps spaced max. 91 -inch R-40 max. 3/16 -inch thick steel purlins spaced max. layers, any attach Spectro-Weld Fastener and o.c. to engage steel purlin. Laps sealed with 1.5 -inch heat 45.0 combination Piranha Plate weld. 91 -inch o.c. Existing standing seam or lap seam metal roof covers having min. 16 ga. (0.0598 -inch) to One or more Prelim. Sure -Weld or Sure- Carlisle HP Purlin 12 -inch o.c. within 5.5 -inch wide laps spaced max. 54.5- R-41 max. 3/16 -inch thick steel purlins spaced max. layers, any attach Weld EXTRA or Fastener and inch o.c. to engage steel purlin. Laps sealed with 1.5 -inch 60.0 54.5 -inch o.c. combination Spectro-Weld Piranha Plate heat weld. Existing standing seam or lap seam metal roof covers having min. 16 ga. (0.0598 -inch) to One or more Prelim. Sure -Weld or Sure- Carlisle HP Purlin 6 -inch o.c. within 5.5 -inch wide laps spaced max. 138.5- R-42 max. 3/16 -inch thick steel purlins spaced max. layers, any attach Weld EXTRA or Fastener and inch o.c. to engage steel purlin. Laps sealed with 1.5 -inch 60.0 138.5 -inch o.c. combination Spectro-Weld Piranha Plate heat weld. Existing standing seam or lap seam metal roof covers having min. 16 ga. (0.0598 -inch) to One or more Prelim. Sure -Weld or Sure- Carlisle HP Purlin 6 -inch o.c. within 5.5 -inch wide laps spaced max. 90.5 -inch R-43 max. 3/16 -inch thick steel purlins spaced max. layers, any attach Weld EXTRA or Fastener and o.c. to engage steel purlin. Laps sealed with 1.5 -inch heat 67.5 90.5 -inch o.c. combination Spectro-Weld Piranha Plate weld. Existing standing seam or lap seam metal roof covers having min. 16 ga. (0.0598 -inch) to One or more Prelim. Sure -Weld or Sure- Carlisle HP Purlin 9 -inch o.c. within 5.5 -inch wide laps spaced max. 114.5- R-44 max. 3/16 -inch thick steel purlins spaced max. layers, any attach Weld EXTRA or Fastener and inch o.c. to engage steel purlin. Laps sealed with 1.5 -inch 75.0 combination Spectro-Weld Piranha Plate heat weld. 114.5 -inch o.c. Existing standing seam or lap seam metal roof covers having min. 16 ga. (0.0598 -inch) to One or more Prelim. Sure -Weld or Sure- Carlisle HP Purlin 6 -inch o.c. within 5.5 -inch wide laps spaced max. 42.5 -inch R-45 max. 3/16 -inch thick steel purlins spaced max. layers, any attach Weld EXTRA or Fastener and o.c. to engage steel purlin. Laps sealed with 1.5 -inch heat 82.5 combination Spectro-Weld Piranha Plate weld. 42.5 -inch o.c. Existing standing seam or lap seam metal roof covers having min. 16 ga. (0.0598 -inch) to One or more Prelim. Sure -Weld or Sure- Carlisle HP Purlin 6 -inch o.c. within 5.5 -inch wide laps spaced max. 114.5- R-46 max. 3/16 -inch thick steel purlins spaced max. layers, any attach Weld EXTRA or Fastener and inch o.c. to engage steel purlin. Laps sealed with 1.5 -inch 90:0 114.5 -inch o.c. combination Spectro-Weld Piranha Plate heat weld. Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report C33680.09.10-1114 for F1.14083-1114 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 53 of 57 i NTINITY I ERD TABLE 7E STEEL RECOVER ' Y. " SYSTEM 14 D-2 INSULATED,,ftAECHANICALLY'ATTACHED ROOF COVER IIRUSSSTRIPS ll.# .... ... ::.. ... .... ,,..„ s.., .. » ,.:_ . ,,. s _;.`, . .5,.. N'.k .. _...,. r. .s_J .k 3 . .,,..... 3.:u.. "r y. ,,.. t .a .. .,-e.. areas;where the;ewstm metal anels'do not la': lush on;`the+underl m urhmshalhhave a 0:25-meh'didmetec Uotchole- rentlr lled mto;the. anf driving the Purlin Fastener " the9......., p, Yf 9,pY„ _ to into purlin <a System Insulation Roof Cover MDPDeck Type Attach Membrane fasteners AttachmentNo. psf) Existing standing seam or lap seam metal roof covers having One or more Sure -Weld or Carlisle HP Purlin Sure -Weld TPO 10 -inch Pressure -Sensitive RUSS strips are applied over the insulation R-47 min. 16 ga. (0.0598 -inch) to max. layers, any Prelim. Sure -Weld Fastener Piranha spaced 138 -inch o.c. The plates are centered over each strip and fastened 6 -inch o.c. 30.0 3/16 -inch thick steel purlins combination attached EXTRA Plates to engage the purlin. Roof cover adhered to each strip by first priming with TPO spaced max. 138 -inch o.c. Primer at the strip location, then rolling into place with a hand roller. Existing standing seam or lap seam metal roof covers having One or more Sure -Weld or Carlisle HP Purlin Sure -Weld TPO 10 -inch Pressure -Sensitive RUSS strips are applied over the insulation R-48 min. 16 ga. (0.0598 -inch) to max. layers, any Prelim: Sure -Weld Fastener and spaced 114 -inch o.c. The plates are centered over each strip and fastened 6 -inch o.c. 45.0 3/16 -inch thick steel purlins combination attached EXTRA Piranha Plates to engage the purlin. Roof cover adhered to each strip by first priming with TPO spaced max. 114 -inch o.c. Primer at the strip location, then rolling into place with a hand roller. Existing standing seam or lap seam metal roof covers having One or more Sure -Weld or Carlisle HP Purlin Sure -Weld TPO 10 -inch Pressure -Sensitive RUSS strips are applied over the insulation R-49 min. 16 ga. (0:0598 -inch) to max. layers, any Prelim. Sure -Weld Fastener and.._, spaced 90 -inch o.c. The plates are centered over each strip and fastened 6 -inch o.c. 52.5 3/16 -inch thick steel purlins combination attached-' EXTRA Piranha Plates tb"6ngage the purlin. Roof It " er adhered to each str=ip by first priming with TPO spaced max. 90 -inch o.c. primer at the strip location, then rolling into place with a hand roller. Existing standing seam or lap seam metal roof covers having One or more Sure -Weld or Carlisle HP Purlin Sure -Weld TPO 10 -inch Pressure -Sensitive RUSS strips are applied over the insulation R-50 min. 16 ga. (0.0598 -inch) to max. layers, any Prelim. Sure -Weld Fastener and spaced 120 -inch o.c. The plates are centered over each strip and fastened 6 -inch o.c. 60.0 3/16 -inch thick steel purlins combination attached EXTRA or Piranha Plates to engage the purlin. Roof cover adhered to each strip by first priming with HP -250 spaced max. 120 -inch o.c. Spectro-Weld Primer at the strip location, then rolling into place with a hand roller. Existing standing seam or lap seam metal roof covers having One or more Sure -Weld or Carlisle HP Purlin Sure -Weld TPO 10 -inch Pressure -Sensitive RUSS strips are applied over the insulation R-51 min. 16 ga. (0.0598 -inch) to max, layers, any Prelim. Sure -Weld Fastener and spaced 60 -inch o.c. The plates are centered over each strip and fastened 12 -inch o.c. 60.0 3/16 -inch thick steel purlins combination attached EXTRA or piranha Plates to engage the purlin. Roof cover adhered to each strip by first priming with HP -250 spaced max. 60 -inch o.c. Spectro-Weld Primer at the strip location, then rolling into place with a hand roller. Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 FBC NON-HVHZ EVALUATION Evaluation Report C33680.09.10 -R14 for FL14083-1134 ` Revision 14: 01/30/2017 Appendix 1, Page 54 of 57 QOTRINITYIERD TABLE 7F RECOVER APPLICATIONS a SYSTEM`TYPE E 1 NON;INSULATE,D;MECHANlCALLY ATTACHED ROOF.COVER avvc- arc " System Deck Roof Cover No. Note 1) Membrane Fasteners Fastener Spacing Lap Width Lap Spacing Seam Weld MDP (psf) R-52 Existing steel deck Sure -Weld AFX Carlisle HP -X Fasteners and Piranha Plates installed through to 12 -inch o.c. 5.5 -inch 138.5 -inch o.c. 1.5 -inch outside 30.0 engage existing deck (Field W/D> 693 lbf) R-53 Existing steel deck Sure -Weld Carlisle HP -Xtra Fasteners and Piranha Xtra Plates installed 12 -inch O.C. 5 -inch 139 -inch o.c. 1.5 -inch outside 30.0 FleeceBACK 135 through to engage existing deck (Field W/D> 695lbf) Existing steel deck, Sure -Weld Carlisle HP -X Fasteners and Piranha Plates installed through to 30.0 R-54 min. Grade 80 FleeceBACK engage existing deck (Field W/D > 695lbf) 12 -inch o.c. 5.5 -inch 139 -inch o.c. 1.5 -inch outside Sure -Weld Carlisle HP -Xtra Fasteners and Piranha Xtra Plates installed R-55 Existing steel deck FleeceBACK 135 through to engage existing deck (Field W/D> 434 Ibf) 6 -inch o.c. 5 -inch 139 -inch o.c. 1.5 -inch outside 37.5 Existing steel deck, Sure -Weld Carlisle HP -X Fasteners and Piranha Plates installed through to R-56 min. Grade 80 FleeceBACK engage existing deck (Field W/D > 434 Ibf) 6 -inch o.c. 5.5 -inch 139 -inch o.c. 1.5 -inch outside 37.5 Sure -Weld Carlisle HP -Xtra Fasteners and Piranha Xtra Plates installed R-57 Existing steel deck FleeceBACK 135 through to engage existing deck (Field W/D> 719lbf) 12 -inch o.c. 5 -inch 115 -inch o.c. 1.5 -inch outside 37.5 Existing steel deck, Sure -Weld Carlisle HP -Xtra Fasteners and Piranha Xtra Plates installed R-58 min. Grade 80 FleeceBACK through to engage existing deck (Field W/D> 719lbf) 12 -inch o.c. 5.5 -inch 115 inch o.c. 1.5 inch outside 37.5 R-59 Existing steel deck Sure -Weld AFX Carlisle HP -X Fasteners and Piranha Plates installed through to 6 -inch o.c. 5.5 -inch 138.5 -inch o.c. 1.5 -inch outside 52.5 engage existing deck (Field W/D> 606lbf) R-60 Existing steel deck Sure -Weld AFX Carlisle HP -Xtra Fasteners and Piranha Xtra Plates installed 6 -inch o.c. 5.5 -inch 138.5 -inch o.c. 1.5 -inch outside 60.0 through to engage existing deck (Field W/D> 693 Ibf) Existing steel deck, Carlisle HP -X Fasteners and Piranha Plates installed through to R-61 min. Grade 80 Sure -Weld AFX engage existing deck (Field W/D> 693lbf) 6 -inch o.c. 5.5 -inch 138.5 inch o.c. 1.5 inch outside 60.0 Existing steel deck, Sure -Weld Carlisle HP -X Fasteners and Piranha Plates installed through toR-62 min. Grade 80 FleeceBACK engage existing deck (Field W/D> 455lbf) 6 -inch o.c. 5.5 -inch 91 -inch o.c. 1.5 -inch outside 60.0 Existing steel deck, Sure -Weld Carlisle HP -Xtra Fasteners and Piranha Xtra Plates installed R-63 min. Grade 80 FleeceBACK 135 through to engage existing deck (Field W/D> 910 Of) 12 -inch o.c. 5 -inch 91 -inch o.c. 1.5 -inch outside 60.0 Existing structural Sure -Weld Carlisle HD 14-10 or CD -10 Fasteners and Piranha Plates installed R-64 concrete FleeceBACK through to engage existing deck (Field W/D> 695 lbf) 12 -inch o.c. 5.5 -inch 139 inch o.c. 1.5 inch outside 30.0 Existing structural Sure -Weld Carlisle HD 14-10 or CD -10 Fasteners and Piranha Plates installed R-65 concrete FleeceBACK through to engage existing deck Plates (Field W/D> 434 Ibf) 6 -inch o.c. 5.5 -inch 139 -inch o.c. 1.5 -inch outside 37.5 Existing structural Sure -Weld Carlisle HD 14-10 or CD -10 Fasteners and Piranha Plates installed R-66 concrete FleeceBACK through to engage existing deck (Field W/D> 719lbf) 12 -inch o.c. 5.5 -inch 115 -inch o.c. 1.5 -inch outside 37.5 Existing structural Sure -Weld Carlisle HD 14-10 or CD -10 Fasteners and Piranha Plates installed R-67 concrete FleeceBACK through to engage existing deck (Field W/D > 455 Ibf) 6 -inch o.c. 5.5 -inch 91 -inch o.c. 1.5 -inch outside 60.0 Existing structural Sure -Weld Carlisle HD 14-10 or CD -10 Fasteners and Piranha Plates installed R-68 concrete FleeceBACK 135 through to engage existing deck (Field W/D> 910 Of) 12 -inch o.c. 5 -inch 91 -inch o.c. 1.5 -inch outside 60.0 Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report C33680.09.10-1114 for FL14083-1114 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 55 of 57 t RECOVER APPLICATIONS a. ITTABLE76 r SYSTEM TYPE FINSULAI ED' BONDED ROOF. COVER: System Substrate Roof Cover (Notes 16 & 18) No. Notes 1 & 12) MDP (psf) Type Attach R-69 Existing asphaltic BUR or granule -surface cap sheet (Note 12) Sure -Weld FleeceBACK FAST 100, FAST 100 LV (RIBBON, 6 -inch o.c. or Full) 75.0 R-70 Existing fully adhered EPDM single ply over steel deck (Note 12) Sure -Weld FleeceBACK FAST 100 LV (RIBBON, 6 -inch o.c. or Full) 75.0 Existing roof system with granule -surfaced modified bitumen cap sheet installed overR-71 existing cellular lightweight concrete (Note 12) Sure -Weld FleeceBACK FAST 100 LV or FAST D -C (FULL) 187.5 R-72 Existing asphaltic BUR or granule -surface cap sheet (Note 12) Sure -Weld FleeceBACK FAST 100, FAST 100 LV, Flexible FAST (FULL) 232.5 R-73 Existing fully adhered EPDM single ply over structural concrete deck (Note 12) Sure -Weld FleeceBACK FAST 100 LV (FULL) 315.0 Existing roof system with granule -surfaced modified bitumen cap sheet installed overR74 existing Tectum roof deck (Note 12) Sure -Weld FleeceBACK FAST 100 LV or FAST D -C (FULL) 325.0 R-75 Existing asphaltic BUR or granule -surface cap sheet (Note 12) Sure -Weld AFX Hot Asphalt 367.5 Existing roof system with granule -surfaced modified bitumen cap sheet installed over R-76 existing gypsum roof deck (Note 12) Sure -Weld FleeceBACK FAST 100 LV or FAST D -C (FULL) 400.0 Existing roof system with granule -surfaced modified bitumen cap sheet (Note 12) R 77 installed over existing structural concrete deck Sure Weld FleeceBACK FAST 100 LV or FAST D -C (FULL) 410.0 Exterior Research and Design, I.I.C. d/b/a Trinity ) ERD Evaluation Report C33680.09.10-1114 for FL14083-1134 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 ,%, Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 56 of 57 " Y TTRINI :, ERD ir?.. ••},. i TABLE 7GRECONER APPLICATIONS t _ v` < SYSTEM TYPEF 2 NEW LIGHTWEIGHT CONCRETE OUEF! EXISTING'ROOF'.BONDED.ROOF=.GONER' .< .. a _ ,_.r--... .,_, n..... , System Substrate (Notes 1 & 12) Roof Cover (Notes 16 & 18) MDP No. Deck Existing Roof Lightweight Concrete Type Attach psf) n .y.. -.t<}^.... _' r:. ir.+Y..s.- SURE-WELD; SURE»WELD'HS ORSPECTRO-.WELp?MEMBRANEAPPLICATIONS A-..:... _. .....,-.,<....<, Structural Existing asphalt BUR or smooth- or granule- Min. 250 psi, Min. 2 -inch thick, Elastizell Range II LWIC (EPSR-718 concrete surface SBS modified bitumen board optional) Sure -Weld Aqua Base 120 BA 675 Structural Existing asphalt BUR or granule -surface SBS Min. 250 psi, Min. 2 -inch thick, Elastizell Range II LWIC (EPSR-79 concrete modified bitumen board optional) Sure -Weld Sure -Weld BA 302.5 Structural Existing asphalt BUR or smooth -surface SBS Min. 250 psi, Min. 2 -inch thick, Elastizell Range II LWIC (EPSR-80 concrete modified bitumen board optional) Sure -Weld Sure -Weld BA 342.0 R-81 Structural Existing ravel surface BURgg Min. 300 psi, Min. 2 -inch thick, Celcore Cellular Concrete or Sure -Weld Aqua Base 120 BA or Sure -Weld BA 75.0 concrete Celcore MF Cellular Concrete (EPS board optional) Structural Existing mineral surface cap sheet, smooth surface Min. 300 psi, Min. 2 -inch thick, Celcore Cellular ConcreteR-82 concrete BUR or smooth surface modified cap sheet EPS board optional) Sure -Weld Aqua Base 120 BA 82.5 Structural Existing mineral surface cap sheet, smooth surface Min. 300 psi, Min. 2 -inch thick, Celcore Cellular ConcreteR-83 concrete BUR or smooth surface modified cap sheet EPS board optional) Sure -Weld Sure -Weld BA 135.0 Structural Min. 36 pcf wet cast density, min. 300 psi, min. 2 -inch thickR-84 Existing mineral surface cap sheet Sure -Weld Aqua Base 120 BA or Sure -Weld BA 135.0 concrete Celcore MF Cellular Concrete (EPS board optional). Structural Existing smooth surface BUR or smooth surface Min. 36 pcf wet cast density, min. 300 psi, min. 2 -inch thickR-85 concrete modified cap sheet Celcore MF Cellular Concrete (EPS board optional). Sure -Weld Aqua Base 120 BA 217.5 Structural Existing smooth surface BUR or smooth surface Min. 36 pcf wet cast density, min. 300 psi, min. 2 -inch thickR-86 concrete modified cap sheet Celcore MF Cellular Concrete (EPS board optional). Sure -Weld Sure -Weld BA 262.5 R-87 Structural Existing asphalthalt BUR Min. 350 psi, min. 2 -inch thick, Concrecel Lightweight Sure -Weld Sure Weld BA 375.0 concrete Insulating Concrete (EPS board optional) e r.. SURE_WELDFLEECEBACK IVIEMBRANE.APBLI c...-..„.,..,,.._.<— N':-,».:..w•<tS^ ". rTn: ., ..- .k-,w.v'4c°`a C AT ..:. 'i' ..' ar •- ti,*.. sY ,., r < q z.^yE'n'e <".°'+.y..v>". A <:<., r:.u. .=t_. `! a< ., e : Y+. •.:: "S'4> .::'.' r.. S tet. e R 88 Structural Existing asphalt BUR or smooth- or granule- Min. 320 psi, min. 2 -inch thick, Elastizell Range II LWIC (EPS Sure -Weld concrete surface SBS modified bitumen optional board) FleeceBACK Flexible FAST (FULL) 250.0 R-89 Structural Existing asphalt BUR or granule -surface SBS Min. 250 psi, Min. 2 -inch thick, Elastizell Range II LWIC (EPS Sure -Weld concrete modified bitumen board optional) FleeceBACK FAST 100 (FULL) 302.5 R-90 Structural Existing asphalt BUR or smooth -surface SBS Min. 250 psi, Min. 2 -inch thick, Elastizell Range II LWIC (EPS Sure -Weld concrete modified bitumen board optional) FleeceBACK FAST 100 (FULL) 342.0 R-91 Structural Existing gravel surface BUR Min. 36 pcf wet cast density, min. 200 psi, min. 2 -inch thick Sure -Weld FAST 100, FAST 100LV, Flexible FAST 75.0 concrete Celcore MF Cellular Concrete (EPS board optional). FleeceBACK FULL) R 92 Structural Existing mineral surface cap sheet Min. 36 pcf wet cast density, min. 200 psi, min. 2 -inch thick Sure -Weld FAST 100, FAST 100LV, Flexible FAST 135.0 concrete Celcore MF Cellular Concrete (EPS board optional). FleeceBACK FULL) R-93 Structural Existing smooth surface BUR or smooth surface Min. 36 pcf wet cast density, min. 200 psi, min. 2 -inch thick Sure -Weld FAST 100, FAST 100LV, Flexible FAST concrete modified cap sheet Celcore MF Cellular Concrete (EPS board optional). FleeceBACK FULL) 232.5 R-94 Structural Existing pas halt BUR Min. 350 psi, min. 2 -inch thick, Concrecel Lightweight Sure Weld FAST 100 LV or FAST D -C (FULL) 282.5 concrete Insulating Concrete (EPS board optional) FleeceBACK Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report C33680.09.10 -R14 for FL14083-R14 Certificate of Authorization 69503 FBC NON-HVHZ EVALUATION Revision 14: 01/30/2017 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 57 of 57 i l_ ov *, 0TRS I Elis Certificate of Authorization #9503 January I, 2017 RE: Certification of Independence, Florida F.A.C. Rule 61 G20-3 To Whom It May Concern: This letter serves to document the following in accordance with Florida F.A.C. Rule 61 G20-3: I . Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. Building Code Evaluations issued by Trinityl ERD and Robert Nieminen, P.E. are not, in anyway, to be construed to mean or imply that TrinitylERD;:or Robert Nieminen, P.E. are the Designer of Record for any project on which the Evaluation Report is/was used for permitting or design guidance unless retained specifically for that purpose on a given project. Please contact our office with any questions. Sincerely, Robert Nieminen, P.E. Florida Reg. No. 59166 Vice President Email: robertnieminen@trinityerd.com TRINITY ERD WA: 80 Yesler Way, Suite 200 CT: 353 Christian Street, Unit 13 sc: 10 Mauney Court MI: 735 Bishop Street, Suite 430 Seattle, WA 98104 P: (206) 467-0054 F: (206) 267-0272 '" _ Oxford, CT 06478 P: (203) 262-9245 F: (203) 262-9243 llColumbia, SC 29201 P: (803) 988-8133 F: (803) 988-8111 Honolulu, HI 96813 P: (808) 535-3144 F: (808) 535-3147 ACCREDITED' dingI+S+aM t gg'T""°,' v BCIS Home Log In I User Registration I Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff I BCIS Site Map Links Search Flodda PERMIT # ji it , Product ApprovalPMUSER: Public User - d Product Approval Menu > Product or Application Search > Application List > Application Detail OFFICOL FL # FL11537-R6 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By I CURRIES Division of AADG, Inc 1502 12th Street NW Mason City, IA 50401 641)423-1334 Ext 4168 nelson.kraschei@assaabloy.com Nelson Kraschel nelson.kraschel@assaabloy.com Nelson Kraschel 1502 12th St NW Mason City, IA 50401 nelson.kraschel@doorgroup.com Nelson Kraschel 1502 12th St. NW Mason City, IA 50401 641)494-2846 nelson.kraschel@doorgroup.com Exterior Doors Exterior Door Components Certification Mark or Listing UL LLC Ted Berman, PE OO Validation Checklist - Hardcopy Received Standard ASTM E1886 ASTM E330 ASTME1996 TAS 201 TAS 202 TAS 203 Year 2005 2002 2009 1994 1994 1994 roduct Approval Method Method 1 Option A ate Submitted 07/21/2015 Date Validated 07/21/2015 Date Pending FBC .A.,.. pproval M_-. , ..., .,. .... ..,ter Date, Approved 07/27/2015 Summary of Produets Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you''do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: III . eC hark Credit Card Safe FL # Model, Number or, Name Description 11537.1 607, 707, 727, 747, and 847 Single Flush, Glazed, and Louvered single and pairs of hollow metal and Pairs of Doors doors. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11537 R6 C CAC Curries UL Door Certificate. odf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes 12/31/2017 Design Pressure: N/A Installation Instructions Other: Mutiple Design Pressures include 50, 60, 70, 115, 100, FL11537 R6 II Curries Door Product Information and Installation Instructions.Ddfand150psf. See RD0510r5 Curries Door Product Information and Installation Instructions for door gauge, options, and Verified By: Underwriters Laboratories Inc. swing. Product is not qualified for Water Infiltration. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11537.2 M, CM, and G Series Frames Three sided and four sided single and pairs of frames. Tansom frames. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11537 R6 C CAC Curries UL Frame Certificate.pdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes 12/31/2017 Design Pressure: N/A Installation Instructions Other: Mutiple Design Pressures include 50, 60, 70, 115, and FL11537 R6 II Curries Frame Product Information and Installtion Instructions.pdf150psf. See RD0568r5 Curries Door Frame Product Information and Installtion Instuctions. Product is not qualified Verified By: Underwriters Laboratories Inc. for Water Infiltration. Weatherstrip frames may be used. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you''do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: III . eC hark Credit Card Safe Page Bottom ZHCW.R6666 Swinging Doors, Exterior Swinging Doors, Exterior See General Information for Swinging Doors, Exterior CURRIES -DIVISION OF AADG INC 1502 12TH ST NW MASON CITY, IA 50401 USA R6666 Latch Latch Stiffness Design Impact Latching Throw Strength Test Max Pressure Hardware Min Min Method Model Configuration Size Class psf) ft -lbs) Type in.) lbf) s)* 607 Series 60720 Single - Out 30 x V 50 psf 350 ft- Cylindrical or 1/2 525 AWG Swing 70 lbs Mortise Lock 60720AWG Single - Out 30 x V 50 psf 350 ft- Rim Exit 1/2 NA Swing 70 lbs 60718 Single - Out 30 x I t 60 psf 350 ft- Cylindrical, Mortise 1/2 630 AWG Swing or In 70 lbs or Interconnected swing Lock 60718 Single - Out 30 x I t 60 psf 350 ft- Rimor Mortise Exit 3/4 N/A AWG Swing 70 lbs 60718 Single - Out 60 x I t 60 psf 350 ft- Rim with Mullion 3/4 N/A AWG Swing 70 lbs 60718 Single - Out 30 x I t 70 psf 350 ft- Cylindrical w Dead 1/2 735 AWG Swing or In 70 lbs Bolt, Mortise with swing Dead Bolt, or Interconnected Lock 707 Series 70720 Single - Out 30 x V t 50 psf 350 ft- Cylindrical, 1/2 630 AWG Swing or In 70 lbs Mortise, or swing Interconnected Lock 70720 Single - Out 30 x V t 50 psf 350 ft- Rimor Mortise Exit 3/4 N/A AWG Swing 70 lbs 70718 Single - Out 30 x I t 60 psf 350 ft- Cylindrical, 1/2 630 AWG Swing or In 70 lbs Mortise, or swing Interconnected Lock 70718 Single - Out 30 x I t 60 psf 350 ft- Rimor Mortise Exit 3/4 N/A AWG Swing 70 lbs 70718 Single - Out 30 x I f 70 psf 350 ft- Cylindricalw Dead 1/2 735 AWG Swing or In 70 lbs Bolt, Mortise with swing Dead Bolt, or Interconnected Lock 70718 Pairs 60 x I f 60 psf 350 ft- Rims with mullion 3/4 N/A AWG 70 lbs 70716 Single - Out 30 x I t 60 psf 350 ft- Mortise Lock with 3/4 720 AWG Swing or In 80 I 1 lbs Dead Balt Swing 70716 Single - Out 30 x I t 60 psf 350 ft- Rim Exit 3/4 N/A AWG Swing 80 lbs 70716 Single - Out 30 x I t 60:psf 350 ft- 2 Point Latching 3/4 N/A AWG Swing 80 lbs 70716 Single - Out 40 x I t 70 psf 350 ft- Mortise Lock with 3/4 1120 AWG Swing or In 80 lbs Latch Bolt and Swing Dead Bolt 70716 Single - Out 40 x I t 70 psf 350 ft- Rim Exit 3/4 N/A AWG Swing 80 lbs 70716 Single - Out 40 x I t 70 psf 350 ft- 2 Point Latching 3/4 N/A AWG Swing 80 lbs 70716 Pair 60 x I 60 psf 350 ft- 3 Point Latching 3/4 N/A AWG 80 lbs 70716 Pair 60 x I 60 psf 350 ft- 4 Point Latching 3/4 N/A AWG 80 lbs 70716 Pair 60 x I 60 psf 350 ft- Rims x Mullion 3/4- N/A AWG 80 lbs 707 16 Pair 60 x I 70 psf 350 ft- Mortise (Active), 3/4 N/A AWG 70 lbs Flushbolt (inactive) Mortise, 1-1/4 flushbolt 70716 Pair 80 x I 70 psf 350 ft- 3 Point Latching 3/4 N/A AWG 80 lbs 70716 Pair 80 x I 70 psf 350 ft- 4 Point Latching 3/4 N/A AWG 80 lbs 70716 Single- Out 30 x I 100 psf 350 ft- Cylindrical or 1/2 1050 AWG Swing or In 70 lbs Mortise swing 70716 Single- Out 30 x I 100 psf 350 ft- Rim Exit 3/4 N/A AWG Swing 70 lbs 70716 Single- Out 30 x I 115 psf 350 ft- Mortise Lock w 3/4 1207.5 AWG Swing or In 70 lbs Dead Bolt swing 70716 Single- Out 30 x I t 115 psf 350 ft- Rim Exit 3/4 N/A AWG Swing 70 lbs 70714 Single -Out 40 x I 150 psf 350 ft- 2 point latching 3/4 N/A AWG Swing 80 lbs 70714 Pair 80 x I 150 psf 350 ft- 4 point latching 3/4 N/A AWG 80 lbs 70714 Single Out 40 x I 150 psf 350 ft- 2 point latching 3/4 , 1" N/A AWG Swing or In 80 lbs dead bolt Swing 70714 Pair Out Swing 80 x I 150 psf 350 ft3 point latching 3/41" N/A AWG or In Swing 80 lbs deadbolt 727 Series 72718 Single - Out 30 x I 60 psf 350 ft- Cylindrical, 1/2 630 AWG Swing or In 70 lbs Mortise, or swing Interconnected Lock 72718 Single - Out 30 x I 60 psf 350 ft- Rimor Mortise Exit 3/4 N/A AWG Swing 70 lbs 72718 Single - Out 30 x I 70 psf 350 ft- Cylindrical w\ Dead 1/2 735 AWG Swing or In 70 lbs Bolt, Mortise with swing Dead Bolt, or Interconnected Lock 72716 Single - Out 30 x I t 60 psf 350 ft- Mortise Lock with 1/2 720 AWG Swing 80 lbs Dead Bolt 72716 Single - Out 30 x I 60 psf 350 ft- Rim Exit 3/4 N/A AWG Swing 80 lbs 72716 Single - Out 30 x I t 60 psf 350 ft- 2 Point Latching 3/4 N/A AWG Swing 80 lbs 72716 Single - Out 40 x I 70 psf 350 ft- Mortise Lock with 3/4 1120 AWG Swing 80 lbs Latch Bolt and Dead Bolt 72716 Single - Out 40 x 1 70 psf 350 ft- Rim Exit 3/4 N/A AWG Swing 80 lbs 72716 Single - Out 40 x 1 t 70 psf 350 ft- 2 Point Latching 3/4 N/A AWG Swing 80 lbs 72716 Pair 60 x 1 t 60 psf 350 ft- 3 Point Latching 3/4 N/A AWG 80 lbs 72716 Pair 60 x 1 60 psf 350 ft- 4 Point Latching 3/4 N/A AWG 80 lbs 72716 Pair 60 x I Rims x Mullion N/A AWG 80 727 16 Pair 60 x I 70 psf 350 ft- Mortise (Active), 3/4 N/A AWG 70 lbs Flushbolt (inactive) Mortise, 1-1/4 flushbolt 72716 Pair 80 x I 70 psf 350 ft- 3 Point Latching 3/4 N/A AWG 80 lbs 72716 Pair 80 x I 70 psf 350 ft- 4 Point Latching 3/4 N/A AWG 80 lbs 72716 Pair 80 x I 70 psf 350 ft- Rims x Mullion 3/4 N/A AWG 80 lbs 72716 Single- Out 30 x I 100 psf 350 ft- Cylindrical or 1/2 1050 AWG Swing or In 70 lbs Mortise swing 72716 Single- Out 30 x I 100 psf 350 ft- Rim Exit 3/4 N/A AWG Swing 70 lbs 72716 Single- Out 30 x I 115 psf 350 ft- Mortise Lock with 3/4 1207.5 AWG Swing or In 70 lbs Dead Bolt swing 72714 Single -Out 40 x I 150 psf 350 ft- 2 point latching 3/4 N/A AWG Swing 80 lbs 72714 Pair 80 x I 150 psf 350 ft- 4 point latching 3/4 N/A AWG 80 lbs 72714 Single Out 40 x I 150 psf 350 ft- 2 point latching 3/4, 1" N/A AWG Swing or In 80 lbs deadbolt Swing 72714 Pair Out Swing 80 x I 150 psf 350 ft- 3 point latching 3/41" N/A AWG or In Swing 80 lbs deadbolt 747 and 847 Series 747/84718 Single - Out 30 x I t 60 psf 350 ft- Cylindrical, 1/2 630 AWG Swing or In 70 lbs Mortise, or swing Interconnected Lock 747/84718 Single - Out 30 x 1 t 60 psf 350 ft- Rimor Mortise Exit 3/4 N/A AWG Swing 70 lbs 747/84718 Single - Out 30 x 1 t 70 psf 350 ft- Cylindrical w Dead 1/2 735 AWG Swing or In 70 lbs Bolt, Mortise with swing Dead Bolt, or Interconnected Lock 747/84716 Single - Out 30 x I t 60 psf 350 ft- Mortise Lock with 1/2 720 AWG Swing or In 80 lbs Dead Bolt Swing 747/84716 Single Out 30 x I 60 psf 350 ft- Rim Exit 3/4 N/A AWG Swing 80 lbs 747/84716 Single - Out 30 x I 60 psf 350 ft- 2 Point Latching 3/4 N/A AWG Swing 80 lbs 747/84716 Single - Out 40 x I 70 psf 350 ft- Mortise Lock with 3/4 1120 AWG Swing or In 80 lbs Latch Bolt and Swing Dead Bolt 747/84716 Single - Out 40 x I 70 psf 350 ft- Rim Exit 3/4 N/A AWG Swing 80 lbs 747/84716 Single - Out 40 x I 70 psf 350 ft- 2 Point Latching 3/4 N/A AWG Swing 80 lbs 747/84716 Pair 60 x I 60 psf 350 ft- 3 Point Latching 3/4 N/A AWG 80 lbs 747/84716 Pair 60 x I 60 psf 350 ft- 4 Point Latching 3/4 N/A AWG 80 lbs 747/84716 Pair 60 x I 60 psf 350 ft- Rims x Mullion 3/4 N/A AWG 80 lbs 747/84716 Pair 60 x I 70 psf 350 ft- Mortise (Active), 3/4 N/A AWG 70 lbs Flushbolt (inactive) Mortise, 1-1/4 flushbolt 747/84716 Pair 80 x I 70 psf 350 ft- 3 Point Latching 3/4 N/A AWG 80 lbs 747/84716 Pair 80 x I 70 psf 350 ft- 4 Point Latching 3/4 N/A AWG 80 lbs 747/84716 Pair 80 x I 70 psf 350 ft- Rims x Mullion 3/4 N/A AWG 80 lbs 747/84716 Single- Out 30 x I 100 psf 350 ft- Cylindrical or 1/2 1050 AWG Swing or In 70 lbs Mortise Swing 747/84716 Single - 30 x I 100 psf 350 ft- Rim Exit 3/4 N/A AWG Outswing 70 lbs 747/84716 Single- Out 30 x I 115 psf 350 ft- Mortise Lock w 3/4 1207.5 AWG Swing or In 70 lbs Dead Bolt Swing 747/84716 Single- Out 30 x I 115 psf 350 ft- Rim Exit 3/4 N/A AWG Swing 70 lbs 747/84714 Single -Out 40 x I 1'50 psf 350 ft- 2 point latching 3/4 N/A AWG Swing 80 lbs 747/84714 Pair 80 x I 150 psf 350 ft- 4 point latching 3/4 N/A AWG 80 lbs 747/84714 Single Out 40 x I 150 psf 350 ft- 2 point latching 3/4, 1 N/A AWG Swing or In 80 lbs deadbolt Swing 747/84714 Pair Out Swing 80 x I 150 psf 350 ft- 3 point latching 3/41 dead N/A AWG or In Swing 80 lbs bolt 757 Series 757 16 Single- Out 30 x I 100 psf 350 ft- Cylindrical or 1/2, 3/4 1050 AWG Swing or In 70 lbs Mortise Mortise, Swing 1-1/4 flusbolt 757 16 Single - 30 x I 115 psf 350 ft- Mortise 3/4 1050 AWG Outswing 70 lbs Mortise, 1-1/4 flushbolt 777 Series 777 18 Single- Out 30 x I t 100 psf 350 ft- Cylindrical or 1/2 1050 AWG Swing or In 70 lbs Mortise i See ZHCH for ratings and construction details. Indicates testing complies with the following standards. SDI-BHMA, A250.13, ASTM E330, ASTM E1886, ASTM E1996, TAS 201, TAS 202, TAS 203. See manufacturer's installation instructions. Last Updated on 2012-02-13 Questions? Print this page Notice of Disclaimer Page Top 2012 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online,Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2012 UL LLC". Swing 777 18 Single - 30 x I t 100 psf 350 ft- Rim Exit 3/4 1050 AWG Outswing 70 lbs 777 18 Pair Inswing or 60 x I t 70 psf 350 ft- Mortise (Active), 3/4 N/A AWG Outswing 70 lbs Flushbolt (inactive) Mortise, 1-1/4 flushbolt See ZHCH for ratings and construction details. Indicates testing complies with the following standards. SDI-BHMA, A250.13, ASTM E330, ASTM E1886, ASTM E1996, TAS 201, TAS 202, TAS 203. See manufacturer's installation instructions. Last Updated on 2012-02-13 Questions? Print this page Notice of Disclaimer Page Top 2012 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online,Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2012 UL LLC". ZHDL.R5067 Door Frames Page Bottom Door Frames See General Information for Door Frames CURRIES DIVISION OF AADG INC 1502 12TH ST NW MASON CITY, IA 50401 USA R5067 Max Impact Opening Design Size (ft- Load ft - Model Configuration Wall Type in.) psf) Ibs) Hollow Metal, M, Single Swing Drywall, 4-0,8-0 70 350 CM, G, CG Masonry Hollow Metal, M, Single swing Drywall, 3-0, 7-0 115 350 CM, G, CG Masonry Hollow Metal, M, Single Swing with Readyset Frame (Single -point Drywall, 3-0, 7-0 60 350 CM, G, CG lock) Masonry Hollow Metal, M, Single Swing with Readyset Frame (Single -point Drywall, 3-0, 7-0 70 350 CM, G, CG lock and deadbolt) Masonry Hollow Metal, M, Standard Swing Pair, With or Without Hardware or Drywall, 8-0,8-0 70 350 CM, G, CG Hollow Metal Mullion Masonry Hollow Metal, M, Single Swing with Sidelight, Transom or Drywall, 3-0*, 8-0** 60 350 CM, G, CG Transom/Sidelight (++) Masonry Hollow Metal, M, Standard Swing Pair with Sidelight, Transom or Drywall, 6-0*, 8-0** 60 350 CM, G, CG Transom/Sidelight (++) Masonry Hollow Metal, M, Window Frame (++) Drywall, 3-0***, 10- 60 350 CM, G, CG Masonry 0 Hollow Metal, M, Single Swing Knock Down Drywall, 3-0, 7-0 100 350 CM, G, CG Masonry Hollow Metal, M, Single Swing Drywall, 4-0, 8-0 150 350 CM, G, CG Masonry Hollow Metal, M, Standard Swing Pair, With or Without Hardware or Drywall, 8-0,8-0 150 350 CM, G, CG Hollow Metal Mullion Masonry Hollow Metal, M, Four Sided Door Frame Drywall, 3-0, 7-0 60 350 CM, G, CG Masonry Hollow Metal, M, Four Sided Door Frame Drywall, 3-0, 8-0 60 3S0 CM, G, CG Masonry Hollow Metal, M, Four Sided Door Frame Drywall, 3-0, 8-0 60 350 CM, G, CG Masonry Hollow Metal, M, Four Sided Door Frame Drywall, 6-0,8-01 60 350 CM, G, CG Masonry Hollow Metal, M, Four Sided Door Frame Drywall, 8-0, 8-0 70 350 CM, G, CG Masonry Hollow Metal, M, Four Sided Door Frame Drywall, 8-0, 8-0 150 350 CM, G, CG Masonry Hollow Metal, M, Single Swing with Side Panel, Transom or Drywall, 4-0*, 8-0** 150 350 CM, G, CG Transom/Side Panel Masonry Hollow Metal, M,I Standard Swing Pair with Transom Panel CM, G, CG Drywall,I S-0, 8-0** I +/ 150 1350 Masonry Products also tested to TAS 201, TAS 202, TAS 203, PA 201, PA202, PA 203, ASTM E330, ASTM E1886 and ASTM E1996. Width is size of door opening (jamb to jamb). Sidelights may be mulled to the frame to increase the width of the opening. Height is size of door opening (header to floor/sill). A transom may be mulled to, the frame to increase the height of the opening. Width size of individual window frame. Multiple window frames may be mulled together to increase the width of the opening. Note: (+) load applied to outdoor (exterior) side of assembly. M = Double Rabbet frame for use in masonry walls, block walls, or welded to building structure CM = Double Rabbet frame for use in wood or metal stud walls G = Single Rabbet frame for use in masonry walls, block walls, or welded to building structure CG = Single Rabbet frame for use in wood or metal stud walls Frames for use in masonry walls, block walls, or welded to building structure may also be used for wood or metal stud walls Glass for window, transom and sidelight frames must be Glasslam laminated glass with a 0.090 in. minimum inner layer. Multiple frames may be mulled together to increase the width of the opening. 1-3/4 in. thick Curries metal door panels may be used to glaze window, transom and sidelight frames. Door vision light frames and louvers may be installed in the 1-3/4 in. thick panels. Last Updated on 2012-02-13 Ouestions? Print this page Notice of Disclaimer Page Top 2012 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject, to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2012 UL LLC". CURRIES Door Product Information and Installation Instructions General Information 1) Product is qualified for Large and Small Missile Impact. 2) Product meets the requirements of the High Velocity Hurricane Zone. See below for water infiltration requirements 3) Doors qualify for water infiltration where the overhang (OH) ratio is equal to or more than 1. The over hang ratio shall be calculated by the following equation- OH rutin = OH I Pnnth/nH Hpinht RD0510r5 01/10/2011 1 of 10 Used with FL11537 Max. Design Max. Min. Group pressure Door Series Door Size Door Glazing Hardware PSF And Swing Gauge 1 50 607,707 3'0" x 7'0" Single 20 NONE Cylindrical Lock; Mortise Lock; Out -Swing Rim Exit 607, 707, 3'0" x 7'0" Glasslam, Concealed Vertical Rod; 2 60 727, 747, Single 18 Polycarbonate Cylindrical Lock, Mortise Lock; or 847 Out -Swing or Louver Mortise Exit; Rim Exit; SurfaceVerticalRod 607, 707, 3'0" x 7'0" Glasslam, 3 60 727, 747, Single 18 Polycarbonate Cylindrical Lock; Mortise Lock; or 847 In -swing or or Louver Interconnected lock Out -Swing 607, 707, 6'0" x 7'0" Glasslam, Concealed Vertical Rod; 4 60 727, 747, Pair 18 Polycarbonate Rim Exit; or 847 Out -Swing or Louver Surface Vertical Rod 3'0" x 8'0" Glasslam, Concealed Vertical Rod; 5 60 707' 727' Single 16 Polycarbonate Mortise Lock (Latch Bolt and Dead 747,847 Out -Swing or Louver Bolt); Rim Exit; Surface Vertical Rod 707' 727' 3'0" x 8'0" m , GlasslaSingleMortiseLock (Latch Bolt and Dead 6 60 747,847 16 Polycarbonate Bolt) In-Swingor Louver Concealed Vertical Rod; 707 727 6'0" x 8'0" Glasslam, Mortise Lock (latch bolt and dead 7 60 747, 847 Pair 16 Polycarbonate bolt) active, Surface Bolts inactive; Out -Swing or Louver Rim Exit; Surface Vertical Rod 607, 707, 3'0" x 7'0" Glasslam, Mortise Lock (Latch Bolt and Dead 8 70 727, 747, Single 18 Polycarbonate Bolt);, Cylindrical Lock with Cylindrical or 847 In -swing or or Louver Dead Bolt; Out -Swing Interconnected Lock Concealed Vertical Rod; 707 727 4'0" x 8'0" Glasslam, Mortise Lock (latch bolt and dead 9 70 747,847 Single 16 Polycarbonate bolt); Out -Swing or Louver Rim Exit; Surface Vertical Rod 707' 727' 4'0" x 8'0" Glasslam, Mortise Lock (Latch Bolt and Dead 10 70 747,847 Single 16 Polycarbonate Bolt) In-Swingor Louver 6'0" x 7'0" 11 70 707, 727, Pair 16 None Mortise Lock (Latch Bolt and Dead 747, 847 In -Swing or Bolt); Flush Bolt Out -Swing RD0510r5 01/10/2011 1 of 10 Used with FL11537 Additional Door Information 1) Curries 707 1'8 gauge 3'0" x 7'0" embossed doors'are permitted. 2) Curries 707 16 gauge CURRIStain doors are permitted, 115 psf.maximum design pressure. 3) Door edges maybe CURRIES' "S "(Visible Seam), "N" (Seamless), or "T" (Seamless) 4) Door Undercuts: a.) 3/8" Maximum undercut for doors with vertical and concealed exit devices and 150 psf doors. b.) 3/4" Maximum undercut for all other doors not included in 4a above. 5) Cold rolled or Galvanized steel may be used, gauges as noted. 16 ga Stainless Steel 707 doors may be used. RD0510r5 2 of 10 Used with FL11537 01/10/2011 Max. Design Max. Min. Group Pressure Door Series Door Size Door Glazing Hardware PSF And Swing Gauge 60" x 7'0" 12 70 777 Pair 18 None Mortise Lock (Latch Bolt and Dead In -Swing or Bolt); Flush Bolt Out: -swing Concealed Vertical Rod; 8'0" x 8'0" Glasslam, Mortise Lock (latch bolt and dead bolt) 13 70 707, 727, Pair 16 Polycarbonate or active, Surface Bolts inactive; 747, 847 Out -Swing Louver Rim Exit; Surface Vertical Rod 757 3'0" x 7'0" Cylindrical Lock 14 100 STC 46) Single 16 NONE Mortise Lock (Latch Bolt and Dead Bolt) Outswin 707, 727, TO" x TO" 15 100 747, Single 18 NONE Cylindrical Lock 847,777 In -Swing or Mortise Lock (Latch Bolt and Dead Bolt) Out -Swing 707, 727, 3 0 x TO" 16 100 747, 847, Single 18 NONE Rim Exit 777 In -Swing or Out -Swing 757 3'0" x 7'0" 17 115 STC 46) Single 16 NONE. Mortise Lock (Latch Bolt and Dead Bolt) Out -Swing 3'0" x 7'0" 18 115 707, 727, Single 16 NONE Mortise Lock (Latch Bolt and Dead Bolt) 747,847 In Swing Or Out -Swing 707, 727, 3'0" x TO" 19 115 747,847 Single 16 NONE Rim Exit Out -Swing 4'0" x 8'0" 20 150 707, 727, Single 14 Vetrotech Keralite Multi -Point Lock 747,847 In -swing or Ultra IGU HI Out -Swing 8'0" x 8'0" 21 150 707, 727, Pair 14 Vetrotech Keralite Multi -Point Lock active, 747,847 In -swing or Ultra IGU HI Surface Bolts inactive Out -Swing 707' 727' 4'0" x 8'0" Vetrotech"Keralite 22 150 747, 847 Single 14 IGU HI Surface Vertical Rod Exit Devices Out- SwingUltra 23 150 707' 727' 8'0" x 8'0" Pair 14 Vetrotech Keralite Surface Vertical Rod Exit Devices 747,847 Out -Swing Ultra IGU HI Additional Door Information 1) Curries 707 1'8 gauge 3'0" x 7'0" embossed doors'are permitted. 2) Curries 707 16 gauge CURRIStain doors are permitted, 115 psf.maximum design pressure. 3) Door edges maybe CURRIES' "S "(Visible Seam), "N" (Seamless), or "T" (Seamless) 4) Door Undercuts: a.) 3/8" Maximum undercut for doors with vertical and concealed exit devices and 150 psf doors. b.) 3/4" Maximum undercut for all other doors not included in 4a above. 5) Cold rolled or Galvanized steel may be used, gauges as noted. 16 ga Stainless Steel 707 doors may be used. RD0510r5 2 of 10 Used with FL11537 01/10/2011 Door Glazing Information 1.) Markar WLV60 Louver or Pemko LV -WS, or any louver with a valid FBC component approval are permitted in doors with max design pressure of 60 or 70 psf. Maximum louver size is 34" x 78" on 4'0" x 8'0' doors. Minimum stile is 6". 2.) CURRIES Type 2 or Type 3 Vision light kits are permitted for Glasslam impact rated glass Maximum DLO size is 24" x 66", maximum DLO area per leaf is 1584 sq. in. at 60 psf. Maximum DLO size is 32" x 42", maximum DLO area per leaf is 1344 sq. in. at 70 psf. Minimum stile and rail is 6". 3.) CURRIES Type 1 or Type 3 Vision Light Kit are permitted with approved polycarbonate Maximum DLO size is 32" x 42" maximum DLO area per leaf is 1344 sq. in at 60 psf. Maximum DLO size is 32" x 42" maximum DLO area per leaf is 1344 sq. in at 70 psf. Minimum stile and rail is 6". 4.) CURRIES Type 8 Vision Light Kit may be used with Vetrotech Keralite Ultra IGU HI Maximum Design pressure is 150 psf Maximum DLO size is 10" x 30" maximum DLO area per leaf is 180 sq. in Minimum stile and rail is 6". 5.) All glazing and louver cutouts require channel surround. Hardware Information Hardware, vision light kits, and louvers may be used with the products listed above. The components must have a valid FBC Approval for use as a door component. Components used in the High Velocity Hurricane Zone must have a valid FBC Product Approval or a Dade County Product Control Component NOA for use in the High Velocity Hurricane Zone. Group 1 Group 2 Yale Cylindrical Lock: 4600LN, 470OLN Mortise Lock:.8800 Series Mortise lock Rim Exit Devices: 2100(F)WS Group 2 RD0510r5 01/10/2011 L_ 3of10 Used with FL11537 Corbin Russwin Cylindrical Lock: CL3300, CL33800, CL3900 Series Mortise Lock: ML2000, ML20800 Series Rim Exit Device: ED5200S(A) x M107; ED5200S(A) x M107 x 9800 Series Trim Surface Vertical Rod Device: ED5470 B X M107 Sargent Cylindrical Lock: 6500, 7 Line, 10 Line, 10G77, 11 Line Mortise Lock: 7800, 8200, R8200, 8200 Profile Series Mortise Exit: WS8900, 12-WS8900 Series Rim Exit Device: HC8800, 12- HC8800, HC8800 Profile Series, 12-HC8800 Profile Series Concealed Vertical Rod: MD8600, 12 -MD -8600 Securitron Cylindrical Unlatch: UNL Mortise Unlatch: MUNL Power Transfer: EPT, EPTL, CEPT Ving Mortise Lock: Classic, US ANSI Rim Exit Device: VC3000 Yale Cylindrical Lock: 4800/4800LN, 5400/5400LN, eBOSS E540OLN Series Mortise Lock: 8800, eBOSS E8800 Series Rim Exit Devices: 7150/7250M(F)WS Surface Vertical Rod Device: 7170(F)WS RD0510r5 01/10/2011 L_ 3of10 Used with FL11537 rZrniin I Grmin 4 Corbin Russwin Cylindrical Lock: CL3300, CL33800, CL3900 Series Sargent Mortise Lock: ML2000, ML20800 Series Sargent Cylindrical Lock: 6500, 1,0 Line, 10G77 Yale Interconnected Lock: 7500 Series Mortise Lock: .7800, 8200, R8200, 8200 Profile Series Securitron Power Transfer: EPT; EPTL, CEPT Yale Cylindrical Lock: 4800/4800LN, 5400/5400LN, eBOSS E540OLN Series Yale Interconnected Lock: 4800 Series Mortise Lock: 8800, eBOSS E8800 Series Grmin 4 Grouo5&9 Corbin Russwin Rim Exit Devices: ED5200S(A) x M107; ED5200S(A) x M107 x 9800 Series Trim Surface vertical Rod Device: ED5470 B X M107 Sargent Rim Exit: HC8800, 12-HC8800, HC8800 Profile Series, 12- HC8800 Profile Series Concealed Vertical Rod: MD8600, 12-MD8600 Securitron Power Transfer: EPT; EPTL, CEPT Yale Rim Exit Devices: 7150/7250M(F)WS Surface Vertical Rod Device: 7170(F)WS Grouo5&9 Group 6 & 10 Corbin. Mortise Lock: ML2000, ML20800 Series with latch bolt & dead bolt Russwin Rim Exit Devices: ED5200S(A) x M107; ED5200S(A) x M107 x 0800 Series Trim Securitron Surface vertical Rod Device: ED5470 B X M107 Sargent Mortise Lock: 8200, R8200, 8200 Profile Series with latch bolt & dead bolt Rim Exit: HC8800, 12-HC8800, HC8800 Profile Series, 12- HC8800 Profile Series Concealed Vertical Rod: MD8600, 12-MD8600 Securitron Power Transfer: EPT; EPTL, CEPT Yale Mortise Lock: 8800, eBOSS E8800 Series with latch bolt & dead bolt Rim Exit Devices: 7150/7250M(F)WS Surface Vertical Rod Device: 7170(F)WS Group 6 & 10 RD0510r5 01/10/2011 4of10 Used with FL11537 Corbin Russwin Mortise Lock: ML2000 Series with latch bolt & dead bolt Sargent Mortise Lock: 8200, R8200, 8200 Profile Series with latch bolt & dead bolt Securitron Power Transfer: EPT, EPTL, CEPT Yale Mortise Lock: 8800 Series with latch bolt & dead bolt RD0510r5 01/10/2011 4of10 Used with FL11537 Group 7 & 13 Group 8 Corbin Russwin Mortise Lock: ML2000 Series with latch bolt & dead bolt (active leaf); Sargent 988CR Surface Bolts (inactive leaf) Securitron Rim Exit Devices: ED5200S(A) x M107, ED5200S(A) x M107 x 9800 Series Trim with Yale FE707A, FE708A, WS707AKM, or WS708AKM Mullion Mortise Lock: Surface vertical Rod Device: ED5470 B X M107 Sargent Mortise Lock: 8200, R8200, 8200 Profile Series with latch bolt & dead bolt Yale active leaf); 988 surface bolts (inactive leaf) 8800, R8200 8200 Profile Series with latch bolt & dead bolt (Active) Rim Exit: HC8800, 12- H6800; HC8800 Profile Series 12- HC8800 Profile Series with HC980, 12-HC980, HCL980 or 12-HCL9980 Mullion Concealed Vertical Rod: MD8600, 12-MD8600 Securitron Power Transfer: EPT, EPTL, CEPT Yale Mortise Lock: 8800 Series with latch bolt & dead bolt (active leaf),- eaf); 988Y988YSurface Bolts (inactive leaf) Rim Exit Device: 7150/7250M(F)WS with M200FWS or KRM200FWS Mullion Surface Vertical Rod Device: 7170(F)WS Group 8 Group 11 & 12 Corbin Russwin Cylindrical Lock: CL3300 Series with DL3100 Series Dead Bolt Mortise Lock: ML2000 Series with latch bolt & dead bolt Sargent Cylindrical Lock: 10 Line Series with 480 Series Dead Bolt Mortise Lock: 7800, 8200, R8200, 8200 Profile series with latch bolt & dead bolt Securitron Power Transfer: EPT; EPTL, CEPT Yale Cylindrical Lock: 5400/540OLN Series with 3600 Series Dead Bolt Interconnected Lock: 4800 Series' Mortise Lock: 8800 Series with latch bolt & dead bolt Group 11 & 12 Group 14 8,17 Corbin Russwin Corbin Russwin Mortise Lock: ML2000 Series with latch bolt & dead bolt (Active) Rockwood Flush Bolts: 556 WS Inactive Sargent Mortise Lock: 7800, 8200, R8200, 8200 Profile Series, with latch bolt & dead bolt Active Securitron Power Transfer: EPT, EPTL, CEPT Yale Mortise Lock: 8800, R8200 8200 Profile Series with latch bolt & dead bolt (Active) Group 14 8,17 RD0510r5 01/10/2011 5 of 10 Used with FL11537 Corbin Russwin Mortise Lock: ML2000 Series with latch bolt & dead bolt Sargent Mortise Lock: 8200 Series with latch bolt & dead bolt Cylindrical Lock: 11 Line Yale Mortise Lock: 8800 Series with latch bolt & dead bolt Note: Continuous hinges, pivots, EPT's, and position switches may not be used with the 757 STC 46 door. RD0510r5 01/10/2011 5 of 10 Used with FL11537 mi in 11; f;rni in 1R Corbin Russwin Mortise Lock: ML2000 Series with latch bolt & dead bolt Sargent Mortise Lock: 8200 Series with latch bolt & dead bolt Cylindrical Lock: 11 Line Securitron Power Transfer: EPT, EPTL, CEPT Yale Mortise Lock: 8800 Series with latch bolt & dead bolt f;rni in 1R Grnun 18 Corbin Russwin Rim Exit Device: ED5200S(A) x M107; ED520OS(A) x M107 x 9800 Series Trim Closer: DC8000 (Required) Norton Controls Closer: 7500 (Required if Corbin Russwin, Norton, Sargent or Yale closer is not used Sargent Rim Exit: HC8800, 12- HC8800; HC8800 Profile Series 12- HC8800 Profile Series Closer: 281 (Required) Securitron Power Transfer: EPT, EPTL, CEPT Yale Rim Exit Device: 7150/7250M(F)WS Closer: 4400 (Required) Grnun 18 GroUD 19 Corbin Russwin Mortise Lock: ML2000 Series with latch bolt & dead bolt Sargent Mortise Lock: 8200 Series with latch bolt & dead bolt Securitron Power Transfer: EPT, EPTL, CEPT Yale Mortise Lock: 8800 Series with latch bolt & dead bolt GroUD 19 Group 20 Corbin Russwin Corbin Russwin Rim Exit Device: ED5200S A x M107; ED5200S A x M107 x 9800 Series Trim Securitron Power Transfer: EPT, EPTL, CEPT Yale Rim Exit Device: 7150/7250M F WS Group 20 Group 21 Corbin Russwin Corbin Russwin Multi -Point Lock: FE6800 Sargent Multi -Point Lock: FM7100 Securitron Power Transfer: EPT, EPTL, CEPT Yale , Multi -Point Lock: 7380F Group 21 uroup LL 6, L.5 Sargent Surface Vertical Rod Device: HC4-8700 RD0510r5 6 of 10 Used with FL11537 01/10/2011 Corbin Russwin Multi -Point Lock: FE6800 active, 988CR surface bolts in -active Sargent Multi -Point Lock: FM7100 active, 988 surface bolts in -active Securitron Power Transfer: EPT, EPTL, CEPT Yale Multi -Point Lock: 7380F active, 988Y surface bolts in -active uroup LL 6, L.5 Sargent Surface Vertical Rod Device: HC4-8700 RD0510r5 6 of 10 Used with FL11537 01/10/2011 Auxiliary Hardware 1.) Von Duprin EPT 2 and EPT 10 may be used. 2.) 1" diameter preparations for door position switches are permitted. 3.) Door position switches that fit in a cutout measuring 1.25" x 4.875" may be used in single 3'0" x 7'0" doors rated 60 psf or less. 4.) Magnetic locks may be used in addition to the latching hardware listed above. Hinges 1.) 4-1/2" x 4-1/2" 0.134" thick steel hinges or any FBC approved hinges may be used. 2.) McKinney HG305, MCK-12 HD, MCK-14HD, MCK-25HD; Markar FM100, FM200, FM300, FM3500, FM100, or FM1111; Pemko CFMSLF-HD continuous hinges may be used. 3.) Rixson 195 Pivot set with M19 intermediate pivots may be used. 4.) Any FBC approved continuous hinge or pivot may be used. Thresholds and Weather-strip 1) Thresholds; McKinney Products Part Nos. MCK177, MCK181, MCK2005 Pemko Part Nos. 177, 181, 2005 2) Weather-strips; MCKS88, MCK303 (Use MCK303 with continuous hinges) Pemko Part Nos. S88, 303 (Use 303 with continuous hinges) Polvcarbonate Glazina Instructions 1/4" THICK POLYCARBONATE 375 POLYCARBONATE SHEET SHEET .250 250 1/8" X 1/2" CLOSED CELL FOAM GLAZING TAPE USED ON FIXED #6 X 1-1/4" OVAL GLAZING AND REMOVABLE STOPS HEAD TEK SCREW SHIMS #6 X 1-1/4" OVAL HEAD TEK SCREW AS NEEDED 625 500 .625 .500 r GLAZING S NEEDED STOPS GLASS STOP Curries Type 1 Vision Light Kit Curries Type 3 Vision Light Kit 1) Before removing the removable stops, check to be sure there are screws in every hole. Pre -drill holes with a #36 bit where there are screw holes but no screws. Do not remove stops. 2) Using a pencil, mark alignment marks on the removable stops and the door. 3) Unscrew the #6 x 1-1/4" oval head TEK screws from the removable stops and remove the removable stops. Keep the screws. 4) Apply 1/8" x 1/2" closed cell foam glazing tape to the fixed stop. 5) If there is plastic release on the foam glazing tape, pull the plastic release back about 2" from each end of the foam tape. Pull the plastic release around the fixed stop so it can be grasped after placing the polycarbonate on the unexposed foam tape. 6) If there is paper release on the foam glazing tape, remove the paper release before glazing. Spray the exposed foam tape with a mild soap solution immediately before placing the polycarbonate on the exposed foam tape. 7) Place glazing shims, as needed, then set the polycarbonate on the foam glazing tape. 8) Adjust the polycarbonate, as necessary, to center the polycarbonate in the cutout. RD0510r5 01/10/2011 L 7of10 Used with FL11537 9) If the release is plastic, grasp the free end of the plastic release, while holding the polycarbonate to keep it from moving. Then slowly pull the plastic release off the foam tape that was applied to the fixed stop. 10) Apply 1/8" x 1/2" closed cell foam glazing tape to the removable stop. 11) If there is plastic release on the foam glazing tape, pull the plastic release back about 2" from each end of the foam tape. Pull the plastic release around the removable stop so it can be grasped after placing the removable stop on the polycarbonate. 12) If there is paper release on the foam glazing tape, remove the paper. Spray the exposed foam tape with a mild soap solution immediately before placing the removable stops against the polycarbonate. 13) Using the alignment marks, position the removable stops against the polycarbonate. 14) Install and tighten the #6 x 1-1/4" oval head TEK screws in the removable stops. Be careful not to over tighten. 15) If the release is plastic, grasp the free end of the plastic release, and slowly pull the plastic release off the foam tape that was applied to the removable stop. 16) Using the Dow Corning 995 silicone or other high quality silicone, apply a cap bead over the closed cell foam tape on the exterior side of the door vision light kit. Glasslam Glazing Instructions 1/8" X 1/2" CLOSED CELL FOAM 1/8" X 1/2" CLOSED CELL GLAZING BY OTHERS GLAZING TAPE USED ON FIXED FOAM GLAZING TAPE AND REMOVABLE STOPS 0.625° - SED ON FIXED AND 0.625'- GLASSLAM (NEBULA GLASS) REMOVABLE STOPS LAMINATED GLASS ASSEMBLY GLASSLAM (NEBULA GLASS) 0.050 NOMINAL THICKNESS LAMINATED GLASS ASSEMBLY WITH 0.090 (MIN.) INTERLAYER 0.050 NOMINAL THICKNESS 6 X 1-1/4" OVAL HEAD TEK SCREW WITH 0.090 (MIN.) INTERLAYER PET FLAP OVAL 625 500" HEAD TEK SCREW GLASS STOP GLAZING SHIMS J PET FLAP GLAZING GLASS STOP AS NEEDEDZ7SHIMS -/ I AS NEEDED DOW CORNING 995 DOW CORNING 995 STRUCTURAL SILICONE STRUCTURAL SILICONE Curries Type 2 Vision Light Kit Curries Type 3 Vision Light Kit 1) Before removing the removable stops, check to be sure there are screws in every hole. Pre -drill holes with a #36 bit where there are screw holes but no screws. Do not remove stops. 2) Using a pencil, mark alignment marks on the removable stops and the door. 3) Unscrew the #6 x 1-1/4" oval head TEK screws from the removable stops and remove the removable stops. Keep the screws. 4) Apply 1/8" x 1/2" closed cell foam glazing tape to the fixed stop. 5) If there is plastic release on the foam glazing tape, pull the plastic release back about 2" from each end of the foam tape. Pull the plastic release around the fixed stop so it can be grasped after placing the Glasslam on the unexposed foam tape. 6) If there is paper release on the foam glazing tape, remove the paper release before glazing. Spray the exposed foam tape with a mild soap solution immediately before placing the Glasslam on the exposed foam tape. 7) Place glazing shims, as needed, then set the Glasslam on the foam glazing tape. RD0510r5 8 of 10 Used with FL11537 01/10/2011 Glasslam Glazing Instructions (Cont'd) 8) Adjust the Glasslam assembly, as necessary, to center the assembly in the cutout. 9) If the release is plastic, grasp the free end of the plastic release, while holding the Glasslam to keep it from moving. Then slowly pull the plastic release off the foam tape that was applied to the fixed stop. 10) Trim the PET flap so it does not extend beyond the removable glass stop. 11) Take a putty knife and insert it between the PET flap and the edge of the cutout in the door. Using the putty knife pull the PET flap away from the cutout in the door. 12) While holding the PET flap back away from the cutout with the putty knife, use a caulking gun to apply Dow Corning 995 silicone between the PET flap and the steel in the cutout of the door. IMPORTANT: Ensure that the Dow Corning 995 silicone fully wets out or covers the PET flap and comes in contact with the steel around the cutout in the door. 13) Slowly move the putty knife around the door ahead of the caulking gun and apply the 995 silicone around the entire cutout in the door. 14) Apply 1/8" x 1/2" closed cell foam glazing tape to the removable stop. 15) If there is plastic release on the foam glazing tape, pull the plastic release back about 2" from each end of the foam tape. Pull the plastic release around the removable stop so it can be grasped after placing the removable stop on the polycarbonate. 16) If there is paper release on the foam glazing tape, remove the paper. Spray the exposed foam tape with a mild soap solution immediately before placing the removable stops against the Glasslam. 17) Using the alignment marks, position the removable stops against the Glasslam. 18) Install and tighten the #6 x 1-1/4" oval head TEK screws in the removable stops. Be careful not to over tighten. 19) If the release is plastic, grasp the free end of the plastic release, and slowly pull the plastic release off the foam tape that was applied to the removable stop. 20) Using the Dow Corning 995 silicone or other high quality silicone, apply a cap bead over the closed cell foam tape on the exterior side of the door vision light kit. Vetrotech Glazing Instructions 0.090" PVB OR SGP DOW CORNING 995 INTERLAYER OR GE SSG4000 _ STOP HEIGHT STRUCTURAL SILICONE Ji I li 0.625" MIN WELD 6 -20 X 0.75" SCREW '- LOCATED 2.5" FROM .plUlltn/ 11, ELD EACH END AND 8.2F' ,I ON CENTER MAX. INSULATING POCKET WIDTH GLASS SPACER 0.375" THROUGH 1.625" IN 0.125" INCREMENTS _ j/ CURRIES Type 8 Vision Light Kit Glass Glass Thickness Impact Resistant Product Vetrotech 1-1/2° DuPont Butacite PVB Keralite Ultra 90 HI DuPont Sentry Glass Pus SGP Vetrotech Swissflam 1-3/8" DuPont Butacite PVB 45 HI DuPont Sentry Glass Pus SGP RD0510r5 01/10/2011 9of10 Used with FL11537 Vetrotech Glazing Instructions cont'd 1.) Before removing the removable stops, check to be sure there are screws in every hole. Pre -drill holes with a #36 bit where there are screw holes but no screws. Do not remove stops. 2.) Using a pencil, mark alignment marks on the removable stops and the door. 3.) Unscrew the #6 x 1-1/4" oval head TEK screws from the removable=stops and remove the removable stops. Keep the screws. 4.) Wipe the fixed stop clean and then apply closed cell foam tape to the fixed stop. 5.) Wipe the removable stop clean and then apply closed cell foam „tape to the removable stop. 6.) Use 1/8" thick max glazing shims at the sill. Glazing shims should be the full thickness of the glass. 7.) Run a generous toe bead of Dow Corning 995 or GE structural silicone around the opening. 8.) Remove the release tape from the closed cell foam tape on the fixed, stop. 9.) Place glass down on glazing blocks and press up against closed cell foam tape. 10.) Run a heel bead around the perimeter to, the glass. 11.) Using the alignment marks, position the removable stops against the glass. Lightly grind the end of each stop for additional clearance. 12.) Install and tighten the #6 x 1-1/4" oval head TEK screws in the removable stops. Be careful not to over tighten. 13.) Using the Dow Corning 995 or GE SGG 4000 apply a cap bead over the closed cell foam tape. Test Protocols Used 1) ANSI A250.13 Testing and Rating of Severe Windstorm Resistant Components for Swinging Door Assemblies 2) ASTM E330 Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference 3) ASTM E1886 Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials 4) _ ASTM Ell 996 Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes 5) TAS 201-94, Impact Test Procedures 6) TAS 202-94, Criteria for Testing Impact and Non -Impact Resistant Building Envelope Components Using Uniform Static Air Pressure. TAS 203-94, Criteria For Testing Products Subject to Cyclic Wind Pressure Loading RD0510r5 10 of 10 Used with FL11537 01/10/2011 CURRIES Three Sided Door Frame, Four Sided Door Frame, and Transom Frame Product Information and Installation Instructions GENERAL INFORMATION 1) Building walls must be designed to support and sustain loads developed by the door and frame assembly and transfer loads to the building structure. 2) Rough opening material, by others, must be installed properly to transfer loads to the building structure. 3) Anchoring or loading conditions not shown in these details are not part of this approval. 4) Anchor embedment to base material shall be beyond wall dressing or stucco. 5) Masonry "T", Pipe Spacer, wire, welded EWA, wood stud, or steel stud anchors required. 6) Wood density, G = 0.55. 7) Anchors shall be as listed and spaced as shown in the table for each group of products. 8) Substitution of components must be in compliance with the current Florida Building Code. FRAME CONFIGURATIONS ALLOWED Model Configuration Wall Type Max Opening Design Load Impact ft -lbs) Size (ft -in.) psf) Hollow Metal, Single Swing Drywall, 4-0,8-0 70 350 M, CM, G, CG Masonry Hollow Metal, Single swing Drywall, 3-0,7-0 115 350 M, CM, G, CG Masonry Hollow Metal, Single Swing with Readyset Frame Drywall, 3-0,7-0 60 350 M, CM, G, CG Single -point lock) Masonry Hollow Metal, Single Swing with Readyset Frame Drywall, 3-0,7-0 71 350 M, CM, G, CG I Single -point lock and deadbolt) Masonry Hollow Metal, Standard Swing Pair, With or Drywall, 8-0, 870 70 350 M, CM, G, CG Without Hardware or Hollow Masonry Metal Mullion Hollow Metal, Single Swing with Sidelight, Drywall, 3-0*, 8-0** 60 350 M, CM, G, CG Transom or Transom/Sidelight Masonry Hollow Metal, Standard Swing Pair with Drywall, 6-0*, 8-0** 60 350 M, CM, G, CG Sidelight, Transom or Masonry Transom/Sidelight (++) Hollow Metal, Window Frame (++) Drywall, 3-0***, 10-0 60 350 M, CM, G, CG Masonry Hollow Metal, Single Swing Drywall, 4-0, 8-0 1-150 350 M, CM, G, CG Masonry RD0568r5 Page 1 of 21 Used for 01/17/2012 FL 11537 Model Configuration Wall Type Max Opening Design Load Impact ft -lbs) Size (ft -in.) psfl Hollow Metal, Standard Swing Pair, With or Drywall, 8-0,8-0 150 350 M, CM, G, CG Without Hardware or Hollow Masonry Metal Mullion Hollow Metal, Four Sided Door Frame Drywall, 3-0,7-0 60 350 M, CM, G, CG Masonry Hollow Metal, Four Sided Door Frame Drywall, 3-0,8-0 60 350 M, CM, G, CG Masonry Hollow Metal, Four Sided Door Frame Drywall, 3-0, 8-0 60 350 jM, CM, G, CG Masonry j Hollow Metal, Four Sided Door Frame Drywall, 6-0, 8-0 60 350 M, CM, G, CG i Masonry Hollow Metal, Four Sided Door Frame Drywall, 8-0, 8-0 70 350 M, CM, G, CG Masonry Hollow Metal, Four Sided Door Frame Drywall, 8-0,8-0 150 350 M, CM, G, CG Masonry Hollow Metal, Single Swing with Side Panel, Drywall, 4-0*, 8-0** 150 350 M, CM, G, CG Transom or Transom/Side Panel Masonry Hollow Metal, Standard Swing Pair with Drywall, 8-0, 8-0** 150 350 M, CM, G, CG Transom Panel Masonry Width is size of door opening (jamb to jamb). Sidelights maybe mulled to the frame to increase the width of the opening. Height is size of door opening (header to floor/sill). A transom may be mulled to the frame to increase the height of the opening. Width size of individual window frame. Multiple window frames may be mulled together to increase the width of the opening. Glass for window, transom and sidelight frames must be Glasslam laminated glass with a 0.090 in. minimum inner layer. Multiple frames may be mulled together to increase the width of the opening. M = Double Rabbet frame for use in masonry walls, block walls, or welded to building structure CM = Double Rabbet frame for use in wood or metal stud walls G = Single Rabbet frame for use in masonry walls, block walls, or welded to building structure CG = Single Rabbet frame for use in wood or metal stud walls Frames for use in masonry walls, block walls, or welded to building structure may also be used for wood or metal stud walls. 1-3/4 in. thick Curries metal door panels may be used to glaze window, transom and sidelight frames. Door vision light frames and louvers may be installed in the 1-3/4 in. thick panels RD0568r5 Page 2 of 21 Used for 01/17/2012 FL11537 FRAME ANCHORING MASONRY T AND MASONRY WIRE ANCHORS CMU BLOCK AND THROAT OF FRAME FILLED WITH 3000 PSI MORTAR MASONRY WIRE ANCHOR n Irr," nin nnini OPERATING RANGE 3" - 12" MAXIMUM SHIM THICKNESS 0.25' 16 GA (0.053" MIN) MASONRY T ANCHOR WELDED PIPE SPACER AND WELDED EWA ACNHORS EXISTING MASONRY OR POURED CONCRETE, 3000 psi MIN. WOOD STUD PIPE SPACER ANCHOR WITH 3/8" FLAT HEAD PIPE SPACER ANCHOR WITH 3/8" WOOD EXPANSION HEAD ANCHOR BOLTS SCREW OR LAG BOLT MINIMUM EDGE DISTANCE = 4.00" MINIMUM EDGE DISTANCE = 1.75' MAXIMUM SHIM THICKNESS = 0.25' MAXIMUM SHIM THICKNESS = 0.25' a 1 p a Ell 2.50" MIN. o 2.50" MIN -r - 16 GA (0.053" MIN) _ PIPE SPACER ANCHOR I O TO SUIT JAMB DEPTH RD0568r5 Page 3 of 21 01/17/2012 I 3.0" MII 16 GA (0.053" MIN) EWA ANCHOR To SUIT JAMB DEPTH I Used for FL11537 FRAME ANCHORING (CONT'D) WELDED STEEL STUD ANCHORS 18 ga. (0.041" MIN.) WELDED SLIP -IN MULTI-PURPOSE ANCHOR FOR STEEL STUDS --7, SLIP -IN STUD ANCHOR WELDEED TO FRAME. CONNECT TO STEEL STUD WITH #8 X 1" GRADE 5 SHEET METAL SCREW; 4 SCREWS REQUIRED PER ANCHOR; MIN EDGE DISTANCE - 0.328" WELDED STEEL CHANNEL ANCHOR 14 x 1" GRADE 5 SHEET METAL SCREW; 2 SCREWS REQUIRED PER ANCHOR LOCATION WELDED WOOD STUD ANCHORS 16 ga (0.053" MIN.) WELDED WOOD STUD ANCHOR 18 ga (0.041" min.) STEELSTUDS 8 ga (0.041" min.) STEEL STUDS WELDED WOOD STUD ANCHORS 4 EA #8 X 1" GRADE 5 SHEET METAL SCREWS REQUIRED PER ANCHOR; MIN EMBEDMENT = 1" MIN EDGE DISTANCE = 0.524" EXTERIOR SHEETING , WOOD STUD INTERIOR DRYWALL 16 ga (0.053" MIN.) WELDED WOOD STUD ANCHOR RD0568r5 Page 4 of 21 Used for 01/17/2012 FL11537 RIOR TING WOOD STUD RIOR NALL FRAME ANCHORING (CONT'D) EX WELDED TO THE BULDING STRUCTURE 4" MAX. THICK A-36 STEEL SHIMS WELDED TO STRUCTURAL BUILDING SHIM PLATE 1.25' MEMBER WITH FILLET WELDS LONGER THAN MEASURING 2" LONG AND FRAME JAMB DEPTH SIZED TO THE SAME THICKNESS AS THE SHIM PLATE USING E6018 ELECTRODES WELD HOLLOW METAL FRAME TO SHIM WITH 3/16" x 1" LONG FLARE BEVEL WELDS, BOTH SIDES OF FRAME USING E6018 ELECTRODES 4" MAX THICK, 2" WIDE A-36 STEEL SHIMPLATE(S), LENGTH 1.25' GREATER THAN FRAME JAMB DEPTH RD0568r5 Page 5 of 21 01/17/2012 i 36 4TE FRAME WELDED TO SHIM WITH 3/6" x 1" LONG FLARE BEVEL WELDS BOTH SIDES OF FRAME WITH E6018 ELECTRODES Used for FL11537 THREE SIDED AND FOUR SIDED DOOR FRAME ELEVATIONS FOR FRAMES RATED UP TO AND INCLUDING 150 PSF 100" Max I, 100" MAX - 100" MAX n 52" MAX Three sided door frames may be KD corner or face welded. Four sided door frames must be face welded. RD0568r5 Page 6 of 21 Used for 01/17/2012 FL11537 96" MAX 04" AAX 96" MAX 100" MAX - 100" MAX n 52" MAX Three sided door frames may be KD corner or face welded. Four sided door frames must be face welded. RD0568r5 Page 6 of 21 Used for 01/17/2012 FL11537 104" MAX THREE AND FOUR SIDED DOOR FRAME UP TO AND INCLUDING 70 PSF 96" MAX 100" WITH MULLION 96" MAX WITHOUT MULLION 104" WITH MULLION 100" MAX WITHOUT MULLION 100" Max Three sided door frames may be KD corner or face welded. Four sided door frames and mullions must be face welded. Only doors ma be installed in 4 sided door frames. HEAD & SILL ANCHORING REQUIREMENTS FOR PAIRS OF DOORS IN THREE & FOUR SIDED DOOR FRAMES UP TO AND INCLUDING 70 PSF JAMB ANCHOR REQUIREMENT TABLE QUANTITY ANCHOR TYPE THREE SIDED AND FOUR SIDED DOOR FRAMES UP TO AND INCLUDING 70 PSF ANCHORS ANCHORS ANCHORS IN MASONRY"T" 2 located on each side of the centerline of the head FOR STEEL STUD FOR STEEL MASONRY OR WIRE OPENING ANCHORS IN MASONRY W/ 3/8 MAX. W/ITH 3/8" DIA. MAX. ANCHORS, MAX. HEIGHT STUD SPACING EXPANSION SPACING OR WELDED SPACING OR WOOD STUD SHELL ANCHOR TO BUILDING WALLS BOLT STRUCTURE 80" — 88" 1 4 1 22 1 4 1 24 1 4 24 90" 5 22 4 24 4 24 92" — 96" 5 22 5 24 4 24 115 PSF THREE SIDED AND FOUR SIDED DOOR FRAMES (MAX OPENING WIDTH 3'0") 80" — 88" 5 1 21 1 4 1 24 1 4 24 HEAD & SILL ANCHORING REQUIREMENTS FOR PAIRS OF DOORS IN THREE & FOUR SIDED DOOR FRAMES UP TO AND INCLUDING 70 PSF QUANTITY ANCHOR TYPE OF LOCATION ANCHORS ANCHORS 2 located on each side of the centerline of the head FOR STEEL STUD 4 @ 9" and 12" from the centerline of the headORWOODSTUDWALLS ANCHORS IN MASONRY W/ 3/8 2 1 each located 9" from the centerline of the head EXPANSION SHELL ANCHOR BOLT WELDED TO BUILDING STRUCTURE 2 1 each located 9" from the centerline of the head RD0568r5 01/17/2012 Page 7 of 21 Used for FL11537 e --J JAMB ANCHOR REQUIREMENT TABLE FOR 150 psf THREE & FOUR SIDED FRAMES DOORFRAMES QUANTITY QUANTITY MAX ANCHOR TYPE OPENING WIDTH OPENING HEIGHT OF SPACING ANCHORS 4 located on each side of the centerline of the head ANCHORS 8 @ 9" 12" 15", and 18" from the centerline of the head Up to and including 4'0" Up to and including T0" 6 12" ANCHORS 2 located on each side of the centerline of the head EXPANSION SHELL ANCHOR BOLT 4 @ 9" and 12" from the centerline of the head FOR STEEL STUD Up to and including 3'6" Up to and including 7'6" 7 12" OR WOOD STUD WALLS Over 3'6" and Over 7'6" and 8 12" up to and including 4'0" up to and including 8'0" ANCHORS IN Up to and including 4'0" Up to and including 7'6" 4 24" MASONRY W/ 3/8 Up to and including 4'0" Up to and including 8'0" 5 24" EXPANSION SHELL ANCHOR BOLT MASONRY °T" OR Up to and including 4'0" Up to and including 8'0" 5 24" WIRE ANCHORS WELDED TO BUILDING Up to and including 4'0" Up to and including 8'0" 4 24" STRUCTURE HEAD & SILL ANCHORING REQUIREMENTS FOR PAIRS OF DOORS IN 150 PSF THREE & FOUR SIDED DOORFRAMES QUANTITY ANCHOR TYPE OF LOCATION ANCHORS ANCHORS 4 located on each side of the centerline of the head FOR STEEL STUD 8 @ 9" 12" 15", and 18" from the centerline of the head OR WOOD STUD WALLS ANCHORS IN MASONRY W/ 3/8 2 located on each side of the centerline of the head EXPANSION SHELL ANCHOR BOLT 4 @ 9" and 12" from the centerline of the head WELDED TO BUILDING STRUCTURE 2 1 each located 9" from the centerline of the head RD0568r5 Page 8 of 21 Used for 01/17/2012 FL11537 HOLLOW METAL MULLION ANCHOR REQUIREMENTS FOR VERTICAL HOLLOW METAL MULLIONS IN 60 PSF AND 70 PSF THREE SIDED DOOR FRAMES The head end of mullions shall be anchored using any of the anchors as indicated below. ANCHOR REQUIREMENTS AT THE HEAD END OF HOLLOW METAL MULLIONS IN THREE SIDED FRAMES ANCHOR TYPE QUANTITY REQUIRED REQUIRED EMBEDMENT MIN EDGE DISTANCE ANCHORS WITH 3/8" LAG SCREW 4 3" 1.75" ANCHORS WITH 3/8" EXPANSION SHELL ANCHOR BOLT 2 2.5" 4.00" STEEL STUD ANCHORS WITH FOUR #8 x 1" SHEET METAL SCREWS, or #14 x 1" SMS 4 N/A 0.328" WOOD STUD ANCHORS WITH FOUR #8 x 1" SHEET METAL SCREWS 2 1" 0.528" WELDED TO BUILDING STRUCTURE 2 N/A N/A The sill end of hollow metal mullions shall be anchored using 3/8" lag bolts into southern pine or expansion shell anchors bolts into masonry. ANCHOR REQUIREMENTS AT SILL END OF HOLLOW METAL MULLIONS IN THREE SIDED FRAMES ANCHOR TYPE QUANTITY REQUIRED REQUIRED EMBEDMENT MIN EDGE DISTANCE ANCHORS WITH 3/8" LAG SCREW 4 3" 1.75" ANCHORS WITH 3/8" EXPANSION SHELL ANCHOR BOLT 2 2.5" 4.00" 12 GA (0.094" MIN) MULLION FOOT CLIP AT SILL END OF THE MULLION NOTE: TWO FOOT CLIPS REQUIRED FOR EXSPANSION SHELL ANCHOR BOLTS INTO MASONRY. FOUR FOOT CLIPS REQUIRED FOR 3/8" LAG BOLTS INTO WOOD. RD0568r5 Page 9 of 21 Used for 01/17/2012 FL11537 4'0" x 7'0' SIDELIGHT FRAME JAMB ANCHOR REQUIREMENT TABLE FOR 4'0" x 7'0" SIDELIGHT QUANTITY REQUIRED MASONRY "T" ANCHOR TYPE REQUIRED EMBEDMENT ANCHORS W/ 3/8 ANCHORS WITH 3/8" LAG SCREW OR WIRE 3" OPENING ANCHORS W/ 3/8" LAG EXPANSION MAX. ANCHORS MAX. HEIGHT SCREW, STEEL STUD, SHELL ANCHOR SPACING OR WEDLED TO SPACING OR WOOD STUD BOLT THE BULDING STRUCTURE 80" - 88" 1 4 1 4 1 22 1 4 24 SILL ANCHOR REQUIREMETNS FOR 4'0" X 7'0' SIDELIGHT QUANTITY REQUIRED MIN EDGE ANCHOR TYPE REQUIRED EMBEDMENT DISTANCE ANCHORS WITH 3/8" LAG SCREW 2 3" 1.75" ANCHORS WITH 3/8" EXPANSION 2 2.5" 4.00 SHELL ANCHOR BOLT Head anchors are not required for a 4'0" x 7'0" sidelight frame. Mullion requirements for 4'0" x 7'0' sidelights 1.) Mullions must be anchored as described. 2.) Mullions for 4'0" x 7'0" sidelights do not require additional reinforcement 3.) Mullions must be face welded. 54" MAX. 4.0 .12 GAUGE MAX. MULLION BASE ANCHOR 01/17/2012 88" MAX. TO SUIT JAMB DEPTH MULLION STIRRUP ANCHOR MAY ONLY BE USED WITH 4'0" X 7'0" SIDELIGHT FRAME U ed for Fl 1 37 TRANSOM FRAME WITH 3'0" X 7'0" MAX SINGLE DOOR 1.) See glazing and panel installation information for more details 122" MAX. There are no head anchors required for a single transom frame. Mullion Requirements for Single Transom Frame 1.) Mullions for single transom frames do not require additional reinforcement 2.) Mullions must be face welded. RD0568r5 01/17/2012 Page 11 of 21 Used for FL11537 JAMB ANCHOR REQUIREMENT TABLE - TRANSOM FRAME with SINGLE DOOR MASONRY "T" ANCHORS W/ 3/8" ANCHORS W/ 3/8 OR WIRE OPENING LAG SCREW, STEEL EXPANSION MAX. ANCHORS, OR MAX. HEIGHT STUD, OR WOOD SHELL SPACING WELDED TO SPACING STUD BUILDING STRUCTURE 90" 5 4 22 4 24 92" - 96" 5 1 5 22 4 24 98" - 104" 6 6 22 5 24 106" - 126" 6 6 22 5 24 There are no head anchors required for a single transom frame. Mullion Requirements for Single Transom Frame 1.) Mullions for single transom frames do not require additional reinforcement 2.) Mullions must be face welded. RD0568r5 01/17/2012 Page 11 of 21 Used for FL11537 TRANSOM FRAME WITH 3'0" WIDE SINGLE 6'0" WIDE MAX PAIR OF DOORS 1.) Anchors required in the head of a transom frame greater than 4'0" in width. 2.) Transom may be arched. 3.) 10 gauge C Channels required in mullions over 3 feet in length 4.) See glazing and panel installation information for additional details j— 72" MAX— 36" Max JAMB ANCHOR REQUIREMENT TABLE — TRANSOM FRAME with SINGLE DOOR or PAIRS of DOORS ANCHOR TYPE REQUIRED LOCATION MASONRY "T" PER JAMB ANCHORS W/ 3/8" ANCHORS W/ 3/8 14" ON CENTER MAX OR WIRE OPENING HEIGHT LAG SCREW, STEEL EXPANSION MAX. ANCHORS, MAX. SPACING STUD, OR WOOD SHELL BOLT SPACING OR WELDED STUD TO BUILDING STRUCTURE 90" 5 4 22 4 24 92" — 96" 5 5 22 4 24 98" — 104" 6 6 22 5 24 106" — 126" 6 6 22 5 24 ANCHOR REQUIREMENT TABLE AT TRANSOM MULLION CONNECTION TO JAMBS IN ADDITION TO JAMB ANCHORS ABOVE DISTANCE FROM END QUANTITY ANCHOR TYPE REQUIRED LOCATION PER JAMB WOOD STUD, or ANCHORS WITH 3/8" ANCHORS W/ 3/8" LAG SCREW, STEEL STUD,' 14" ON CENTER MAX AT 2" AND 4" ABOVE AND AT WOOD STUD, or ANCHORS WITH 3/8" 4 2" AND 4" BELOW MULLION EXPANIOSN SHELL BOLT 30" ON CENTER MAX ANCHORS WITH 3/8" EXPANIOSN SHELL BOLT 2 AT 2" ABOVE AND 2" BELOW MULLION HEAD ANCHOR REQUIREMENT TABLE - TRANSOM FRAME HEAD WITH PAIR OF DOORS ANCHOR TYPE DISTANCE FROM END SPACING OF THE HEAD ANCHORS W/ 3/8" LAG SCREW, STEEL STUD, WOOD STUD, or ANCHORS WITH 3/8" 2" 14" ON CENTER MAX EXPANIOSN SHELL BOLT WELDED TO THE BUILDING STRUCTURE 3" 30" ON CENTER MAX RD0568r5 Page 12 of 21 Used for 01/17/2012 FL 11537 WINDOW FRAMES Head and sill anchor reauirements for Window Frames HEAD AND SILL ANCHOR LOCATIONS FOR 3/8" LAG BOLTS 3/8" EXPANSION SHELL BOLTS, DROP IN CONCRETE ANCHORS WOOD STUD ANCHORS, AND STEEL STUD ANCHORS JAMB ANCHOR REQUIREMENT TABLE 94.. MAX I MASONRY "T" 36" MAX OPENING ANCHORS W/ 3/8" LAG ANCHORS W/ 3/8 MAX. OR WIRE ANCHORS, MAX. HEIGHT SCREW, STEEL STUD, EXPANSION SPACING OR WELDED SPACINGORWOODSTUDSHELLBOLT TO BUILDING STRUCTURE 80" - 88" 4 4 24 4 24 90" 5 4 24 4 24 92" - 96" 5 5 24 4 24 98" - 104" 6 6 24 5 24 106" - 126" 6 6 24 5 24 Head and sill anchor reauirements for Window Frames HEAD AND SILL ANCHOR LOCATIONS FOR 3/8" LAG BOLTS 3/8" EXPANSION SHELL BOLTS, DROP IN CONCRETE ANCHORS WOOD STUD ANCHORS, AND STEEL STUD ANCHORS RD0568r5 01/17/2012 i TWO ANCHORS REQUIRED AT BASE OF MULLIONS ADJACENT TO DOORS 3" Page 13 of 21 HEAD AND SILL ANCHOR LOCATIONS FOR FRAMES WELDED TO THE BUILDING STRUCTURE 94.. MAX I 36" MAX rI 30" 6" j 16" MAX RD0568r5 01/17/2012 i TWO ANCHORS REQUIRED AT BASE OF MULLIONS ADJACENT TO DOORS 3" Page 13 of 21 HEAD AND SILL ANCHOR LOCATIONS FOR FRAMES WELDED TO THE BUILDING STRUCTURE TO DOORS Used for FL11537 94„ MAX 36" MAX rI 30" 6" TWO ANCHORS REQUIRED AT nACG AC RAI III I^MO AM IAf C.7 TO DOORS Used for FL11537 Frame Construction Corner Details —Three -sided and Four sided Frames 1,) Three sided door frames may be KD or Face welded 2.) Four sided door frames and transom frames must be face welded FG(`P: \A/FI hF f) ED RD0568r5 Page 14 of 21 Used for 01/17/2012 FL11537 Frame Construction & Mullion Details —Three and Four Sided Door Frames and Transom Frames l.) Mullions must be face welded 2.) Mullions over 3' in length require 10 gauge "C" channels. 3.) Mullions must run through heads, sills, or jambs and be reinforced with 10 Ga. (0.126") C" channels if greater than 3' in length. 4.) "C" channels to be installed at the factory. FRAME FACE CONTINUOUSLY WELDED 3/4" LEG OF "C" CHANNELS FULLY WELDED TO FRAME C -CHANNELS k` AT FACTORY CONTINUOUSLY WELDED AT FACTORY ONI --, BOTH ENDS AT SEAMS DOOR FRAME WITH VERTICAL HOLLOW METAL MULLION FRAME WITH HORIZONTAL MILLION FOR TRANSOM 3'0" WIDE AND SAMLLER. C -CHANNELS NOT REQUIRED Frame Splice RD0568r5 01/17/2012 875" Page 15 C" CHANNELS 1 MIN 3" IMAX 1_ MULLION FOR TRANSOM nn OVER 3'0" WIDE It 0.75" C -CHANNELS REQUIRED WIhPROFILEDTH t/4" I Altemate 1/4" Long Welds 4 Places WELD FACES, GRIND SMOOTH,AND PAINT Used for FL11537 GLAZING & PANEL INFORMATION Glass may be installed on either side of the fixed stop. 1-3/4" Steel door panels must be installed on the exterior side of the fixed stop and sealed with silicone or other sealant around the perimeter of the panel. c DOW C( SIL GLASSLAM LAMINATED CURRIES MODEL 747 GLASS PANEL CURRIES MODEL 707 OR 707 CURRIESTAIN PANEL 10 GA "C" CHANN RD0568r5 Page 16 of 21 Used for 01/17/2012 FL11537 Panel installation 3" WELD LOCATIONS FOR CURRIES MODEL 707, CURRIESTAIN MODEL 707, AND CURRIES MODEL 747 FLUSH PANELS WELD PANEL TO FRAME WITH %4' x %Z" LONG FILLET WELDS USING E6018 ELECTRODES @ OC SPACING. MAXIMUM DAYLIGHT OPENING SIZE 36" X 72" PANEL WELD Note: CURRIES Type 2 or Type 3 vision light kit or r Markar WLV60 Louver may be installed in panels. 20 gauge surround channel is required. Maximum size is 24" x 60". Glazing and Louvers 1) Curries Type 2 and Type 3 Vision Light Kit may be installed in panels. 2) Markar WLV60 or Pemko LV -WS Louver may installed in panels. 3) Surround Channel — Minimum 20 gauge (0.032") GLASSLAM GLAZING INSTRUCTIONS — FRAMES 0.472" 0.097" GLASSLAM LAMINATED GLASS ASSEMBLY 8" X 1/2" CLOSED CELL FOAM TAPE RD0568r5 01/17/2012 DOW Ccpup(D 995 SILICONE CAP 3EAD PET FLAP 8 X 1-2' OVAL HEAD TEK SCREW III:tb'iY GLASS STOP Used for FL11537 j Glasslam Glass Glazing Instructions — Frames —cont'd l.) Before removing the removable stops, using a pencil mark alignment marks on the stops and the frame 2.) Unscrew the #8-1-/2" Oval head TEK screws from the removable stops and remove the stops. 3.) Wipe the fixed stop clean and then apply the closed cell foam tape to the fixed stop. 4.) If there is plastic release on the foam glazing tape, pull the plastic release back about 2" from each end of the foam tape. Pull the plastic release around the fixed stop so it can be grasped after placing the Glasslam on the unexposed foam tape. Steps 5- may require the assistance of another person to help hold the Glasslam in place. 5.) If there is paper release on the foam glazing tape, remove the paper release before glazing. Spray the exposed foam tape with a mild soap solution immediately before placing the Glasslam on the exposed foam tape. 6.) Place glazing shims, as needed, then set the Glasslam on the foam glazing tape. 7.) Adjust the Glasslam assembly, as necessary, to center the assembly in the opening. 8.) If the release is plastic, grasp the free end of the plastic release, while holding the Glasslam to keep it from moving. Then slowly pull the plastic release, off the foam tape that was applied to the fixed stop. Press the Glasslam against the foam tape. 9.) Insert a putty knife between the PET flap and the frame rabbet. Using the putty knife pull the PET flap up and off the frame rabbet. 10.) While holding the PET flap back away from the frame rabbet with the putty knife, use a caulking gun to apply Dow Corning 995 silicone between the PET, flap and the frame rabbet. IMPORTANT: Ensure that the Dow Corning 995 silicone fully wets out or covers the PET flap and comes in contact with frame rabbet. 11.) Slowly move the putty knife around the door ahead of the caulking gun and apply the silicone around the entire opening between the PET flap and the door rabbet. 12.) Apply 1/8" x 1/2" closed cell foam tape to the removable stop. 13.) If there is plastic release on the foam glazing tape, pull the plastic release back about 2" from each end of the foam tape. Pull the plastic release around the removable stop so it can be grasped after placing the removable stops against the Glasslam. 14.) If there is paper release on the foam glazing tape, remove the paper. Spray the exposed foam tape with a mild soap solution immediately before placing the removable stops against the Glasslam. 15.) Using the alignment marks, position the removable glass stops against the glass. If stops are too tight lightly grind the end of stop for additional clearance 16.) Install and tighten the #8 x 1-1/2" Oval Head TEK screws in the removable stops. Be careful not to over tighten. 17.) If the release is plastic grasp the free end of the plastic release tape and slowly pull the plastic release off the foam tape. 18.) Trim the PET flap as needed. 19.) Using the Dow Corning 995 silicone or other high quality silicone, apply a small cap bead over the closed cell foam tape. RD0568r5 Page 18 of 21 Used for 01/17/2012 FL11537 I GLASSLAM GLAZING INSTRUCTIONS — VISION LIGHT KITS IN 1-3/4" PANELS 0.625" 1/8" X 1/2" CLOSED CELL 0.625"- GLAZING BY OTHERS 0.472" FOAM GLAZING TAPE 0.472" 1/8" X 1/2" CLOSED CELL FOAM 0.1875"-USED ON FIXED AND 0.1875- I GLAZING TAPE USED ON FIXED- REMOVABLE STOPS. 0.097"- AND REMOVABLE STOPS 0.097" CAP - GLASSLAM (NEBULA GLASS) LAMINATED GLASS ASSEMBLY CAP 6 X 1-1/4" OVAL HEAD TEK SCREW BEABEAD D # 6 X 1-1/4" OVAL HEAD TEK SCREW PET FLAP SGO" PET FLAP I GLAZING GLASS STOP GLASS STOP SHIMS AS NEEDED DOW CORNING 99 DOW CORNING 99 STRUCTURAL SILICONE STRUCTURAL SILICONE Curries Type 2 Vision Light Kit Curries Type 3 Vision Light Kit 1) Before removing the removable stops, check to be sure there are screws in every hole. Pre- drill holes with a #36 bit where there are screw holes but no screws. Do not remove stops. 2) Using a pencil, mark alignment marks on the removable stops and the door. 3) Unscrew the #6 x 1-1 /4" oval head TEK screws from the removable stops and remove the removable stops. Keep the screws. 4) Apply 1/8" x 1/2" closed cell foam glazing tape to the fixed stop. 5) If there is plastic release on the foam glazing tape, pull the plastic release back about 2" from each end of the foam tape. Pull the plastic release around the fixed stop so it can be grasped after placing the Glasslam on the unexposed foam tape. 6) If there is paper release on the foam glazing tape, remove the paper release before glazing. Spray the exposed foam tape with a mild soap solution immediately before placing the Glasslam on the exposed foam tape. 7) Place glazing shims, as needed, then set the Glasslam on the foam glazing tape. 8) Adjust the Glasslam assembly, as necessary, to center the assembly in the vision light kit. 9) If the release is plastic, grasp the free end of the plastic release, while holding the Glasslam to keep it from moving. Then slowly pull the plastic release off the foam tape that was applied to the fixed stop. 10) Trim the PET flap so it is flush with the door face. 11) Take a putty knife and insert it between the PET flap and the edge of the cutout in the door. Using the putty knife pull the PET flap away from the cutout in the door. 12) While holding the PET flap back away from the cutout with the putty knife, use a caulking gun to apply Dow Corning 995 silicone between the PET flap and the steel in the cutout of the door. IMPORTANT: Ensure that the Dow Corning 995 silicone fully wets out or covers the PET flap and comes in contact with the steel around the cutout in the door. 13) Slowly move the putty knife around the door ahead of the caulking gun and apply the 995 silicone around the entire cutout in the door between the PET flap and the steel in the cut out around the door. . RD0568r5 01/17/2012 Page 19 of 21 Used for FL11537 J GLASSLAM GLAZING INSTRUCTIONS — VISION LIGHT KITS IN 1-3/4" PANELS CONT'D 14) Apply 1/8" x 1/2" closed cell foam glazing tape to the removable. stop. 15) If there is plastic release on the foam glazing tape, pull the plastic release back about 2 from each end of the foam tape. Pull the plastic release around the removable stop so it can be grasped after placing the removable stop on the polycarbonate. 16) If there is paper release on the foam glazing tape, remove the paper. Spray the exposed foam tape with a mild soap solution immediately before placing the removable stops against the Glasslam. 17) Using the alignment marks, position the removable stops against the Glasslam. 18) Install and tighten the #6 x 1-1 /4" oval head TEK screws in the removable stops. Be careful not to over tighten. 19) If the release is plastic, grasp the free end of the plastic release, and slowly pull the plastic release off the foam tape that was applied to the removable stop. 20) Using the Dow Corning 995 silicone or other high quality silicone, apply a cap bead over the closed cell foam tape on the exterior side of the door vision light kit. Hinges 1) Any Steel Door Institute (SDI) Member hinge spacing is permitted. 2) Minimum hinge size is 4-1/2" x 4-1/2" Std. Wt. unless otherwise noted. 3) McKinney HG305, MCK-12 HD, MCK-141-11), MCK-25HD; Markar FM100, FM200, FM300, FM3500, FM 100, or FM1111; Pemko CFMSLF-HD continuous hinges are permitted. 4) Approved continuous hinges and pivots are allowed. 5) Install butt hinges, continuous hinges, and,pivots in accordance with manufacturer's instructions. Locks 1) Any SDI Member lock locations are permitted. 2) Install latching hardware in accordance with manufacturers installation instructions 3.) 1" diameter preparations for door position switches are permitted. 4.) Door position switches that fit in a cutout measuring 1.25" x 4.875" may be used in single 3'0" x 7'0" doors rated 60 psf or less. 5.) Securitron EPT, EPTL, and CEPT and Von Duprin EPT 2 and EPT 10 power transfers may be used. 6.) Magnetic locks may be used in addition to the required latching hardware RD0568r5 01/17/2012 Page 20 of 21 Used for FL11537 Thresholds and Weather-strip 1.) Thresholds McKinney Products Part Nos. MCK177, MCK181, MCK2005 National Guard Part Nos. 803, 804, 896, 8315 Pemko Part Nos. 177, 181; 2005 2.) Weather -Strips McKinney Products Part Nos. MCKS88, MCK303 (Use MCK303 with continuous hinges) National Guard Part Nos. 160, 5050 (Use 160 with continuous hinges) Pemko Part Nos. S88, 303 (Use 303 with continuous hinges) Threshold Installation 12" OC TYP 5.25" TYPICAL THRESHOLD MOUNTING DETAIL NOTE: 1/8" CLEARANCE BETWEEN THE BOTTOM OF THE DOOR AND THE THRESHOLD IS TYPICAL 10 x 1-1/2" WOOD SCREW OR 3/16" X1-1/4" TAP CON M THRESHOLD Test Protocols Used 1) ANSI A250.13 Testing and Rating of Severe Windstorm Resistant Components for Swinging Door Assemblies 2) ASTM E330 Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference 3) ASTM E1886 Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials 4) ASTM E1996 Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors and Impact Protective Systems Impacted by Windbome Debris in Hurricanes 5) TAS 201-94, Impact Test Procedures 6) TAS 202-94, Criteria for Testing Impact and Non -Impact Resistant Building Envelope Components Using Uniform Static Air Pressure. 7) TAS 203-94, Criteria For Testing Products Subject to Cyclic Wind Pressure Loading RD0568r5 01/17/2012 Page 21 of 21 Used for FL11537 0IP BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications FBC Staff I 'SCIS Site Map I Links I Search Florida 1-21 Z10 Product Approval ITaoprUSER: Public User PERMIT FI^E Product Approval Menu > Application Detail r FL # FL11491-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Kawneer Company, Inc. 555 Guthridge Court Norcross, GA 30092 770)840-6426 tanya.dolby@alcoa.com Tanya Dolby tanya.dolby@alcoa.com Tanya A. Dolby 555 Guthridge Court Norcross, GA 30092 770)840-6426. tanya.dolby@alcoa.com Mr. Mike D. Hust 600 Kawneer Drive Springdale, AR 72765 479)750-6317 mike.hust@alcoa.com Panel Walls Curtain Walls Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer OEvaluation Report - Hardcopy Received Warren W. Schaefer PE -44135 Architectural Testing, Inc. 12/31/2018 James L. Buckner, P.E. @ CBUCK, Inc. Validation Checklist - Hardcopy Received FL11491 R2 COI Certification of indeoendence.odf Standard AAMA 501 ASTM E330 ASTM E331 Year 2005 2002 2000 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/29/2015 Date Validated 02/06/2015 Date Pending FBC Approval 02/13/2015 Date Approved 04/15/2015 Date Revised 09/30/2017 Summary of Products FL # Model, Number or Name Description 11491.1 1600 System 2 Curtain Wall 2 1/2" SSG Aluminum Curtain Wall System Limits of Use Installation Instructions Approved for use in HVHZ: No FL11491 R2 II Drawing 1610.pdf Approved for use outside HVHZ: Yes Verified By: Warren W. Schaefer FL PE 44135 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: Wall system size, assembly, and installation FL11491 R2 AE evaluation report WWS-143.odf requirements are to be as specified in attached drawing No. Created by Independent Third Party: Yes 1610. Design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eCliecY. ism Credit Card Safe W.W. Schaefer Engineering & Consulting, P.A. (CA #6809) 7480 150`h Court North Palm Beach Gardens, FL 33418 Phone (561)744-3424 CERTIFICATION OF INDEPENDENCE FOR EVALUATION Let it be known that neither Warren W. Schaefer, P.E. nor W. W. Schaefer Engineering & Consulting, P.A. has nor will have any ties, financial or otherwise, with any company manufacturing, distributing or installing products that are evaluated by Warren W. Schaefer, P.E., except as contracted by those companies to provide engineering services as required f6r product approval evaluations and submittals. In addition, neither Warren W. Schaefer, P.E. nor W. W. Schaefer Engineering & Consulting, P.A. has nor will have any ties, financial or otherwise, with any entity involved in the approval process of the products being evaluated including the test laboratory that has tested the applicable product(s). Sincerely, JAN 0 6 2015 Warren W4. Schaefer, P.E. E. No. 44135 Alf, BCIS Home Log In 1 User Registration Hot Topics Submit Surcharge I Stats & Facts Publications ( FBC Staff I BCIS Site Map Links Search Florida Product Approval/ USER: Public User - PERMIT / 7 o r P.7.scnY Product Approval Menu > Application Detail U a,... r r ar' FL # FL16517 R2 t r. OFr Application Type Editorial Change Code Version 2014 Application Status Approved Comments Tanya Dolby Archived O Product Manufacturer Kawneer Company, Inc. Address/Phone/Email 555 Guthridge Court the Evaluation Report Norcross, GA 30092 Florida License 770)840-6426 Quality Assurance Entity tanya.dolby@alcoa.com Authorized Signature Tanya Dolby tanya.dolby@alcoa.com Technical Representative Tanya A. Dolby Address/Phone/Email 555 Guthridge Court the Evaluation Report Norcross, GA 30092 Florida License 770)840-6426 Quality Assurance Entity tanya.dolby@alcoa.com Quality Assurance Representative Mr. Scott Near Address/Phone/Email 500 East 12th Street Bloomsburg, PA 17815 570)784-8000 scott.near@alcoa.com Category Panel Walls Subcategory Storefronts Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Warren W. Schaefer the Evaluation Report Florida License PE -44135 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Terrence E. Lunn, PE O Validation Checklist - Hardcopy Received Certificate of Independence FL16517 R2 COI Certification of Independence.odf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 ASTM E331 2000 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07j06/2015 Date Validated 07/13/2015 Date Pending FBC Approval 08/09/2015 I Date 'Approved 10/16/2015 Date Revised 09/30/2017 Summary of Products FL * Model, Number or Name Description 16517.1 Trifab 601T Storefront & AA250/425 Large Missile Impact Store Front with & without AA250/425 Doors Doors Limits of Use Installation Instructions Approved for use in HVHZ: No FL16517 R2 II Drawing 1864.pdf Approved for use outside HVHZ: Yes Verified By: Warren W. Schaefer 44135 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Store front & door size, pressure, assembly and FL16517 R2 AE evaluation report WWS-245.pdf installation requirements are to be as specified in the attached Created by Independent Third Party: Yes drawing No. 1864. Job required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures. This storefront/door system is rated as a wind zone 3 missile level "D" product. Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here.. Product Approval Accepts: eCheck Credit Card Safe W.W. Schaefer Engineering & Consulting, P.A. (CA #6809) 7480 150th Court North Palm Beach Gardens, FL 33418 Phone (561)744-3424 CERTIFICATION OF INDEPENDENCE FOR EVALUATION Let it be known that neither Warren W. Schaefer, P.E. nor W. W. Schaefer Engineering & Consulting, P.A. has nor will have any ties, financial or otherwise, with any company manufacturing, distributing or installing products that are evaluated by Warren W. Schaefer, P.E., except as contracted by those companies to provide engineering services as required for product approval evaluations and submittals. In addition, neither Warren W. Schaefer, P.E. nor W. W. Schaefer Engineering & Consulting, P.A. has nor will have any ties, financial or otherwise, with any entity involved in the approval process of the products being evaluated including the test laboratory that has.tested the applicable product(s). Sincerely, JAN 0 6 2015 Warren WfSchaefer, P.E. E. No. 44135 i f COMcheck Software Version 4.3.5.2 Envelope Compliance Certificate OFMCE8/ 1" 1 PERMIT k 17 — c—//0 . Project Information Energy Code: 2014 Florida Building Code, Energy Conservation Project Title: Andy's Custard Sanford Location: Sanford, Florida Climate Zone: 2a Project Type: New Construction Vertical Glazing / Wall Area: 39% Construction Site: Owner/Agent: Designer/Contractor: Blue Topaz Lane Sanford, Florida 32771 Building Area Floor Area 1 -Food prep & support (Dining: cafeteria/fast food) : Nonresidential 1265 Additional Efficiency Package 19.0 6.3 0.045 High efficiency HVAC. Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. 0.290 0.500 Envelope Assemblies 19.0 6.3 0.045 Assembly Gross Area Cavity Cont. Proposed Budget U - 0.290 or R -Value R -Value U -Factor Factor(a) 24.0 Perimeter . 0.064 634 Roof: All -Wood Joist/Rafter/Truss, [Bldg. Use 1 - Food prep & support] 1265 38.0 6.0 0.023 0.027 Floor: Unheated Slab -On -Grade, Horizontal without vertical 2 ft., [Bldg. 149 --- 0.0 0.730 0.730 Use 1 - Food prep & support] (c) NORTH Ext. Wall: Wood Frame, Any Spacing, [Bldg. Use 1 - Food prep & support] Window: , Perf. Specs.: Product ID Vitro Solarban 90, SHGC 0.23, Bldg. Use 1 - Food prep & support] (b) EAST Ext. Wall: Wood Frame, Any Spacing, [Bldg. Use 1 - Food prep & support] Window: , Perf. Specs.: Product ID Vitro Solarban 90, SHGC 0.23, Bldg. Use 1 - Food prep & support] (b) Ext. Wall: Wood Frame, Any Spacing, [Bldg. Use 1 - Food prep & support] SOUTH Ext. Wall: Wood Frame, Any Spacing, [Bldg. Use 1 - Food prep & support] Door: Glass (over 50% glazing), Perf. Specs.: Product ID FA-KAW- 50626, SHGC 0. 19, [Bldg. Use 1 - Food prep & support] (b) Window: , Perf. Specs.: Product ID Vitro Solarban 90, SHGC 0.23, Bldg. Use 1 - Food prep & support] (b) Ext. Wall: Wood Frame, Any Spacing, [Bldg. Use 1 - Food prep & support] WEST Project Title: Andy's Custard Sanford Data filename: 665 19.0 6.3 0.045 0.064 542 0.290 0.500 562 19.0 6.3 0.045 0.064 278 0.290 0.500 108 1.0 24.0 0.036 0.064 634 19.0 6.3 0.045 0.064 21 0.731 0.830 24 0.290 0.500 132 1.0 24.0 0.036 0.064 Report date: 10/20/17 Page 1 of 10 Assembly Gross Area Cavity Cont. or R -Value R -Value Perimeter Proposed U -Factor Budget U. Factorm Ext. Wall: Wood Frame, Any Spacing, [Bldg. Use 1 - Food prep & 574 19.0 6.3 0.045 0.064 support] Window: , Perf. Specs.: Product ID Vitro Solarban 90, SHGQ 0..23: ';. 168 --- --- 0.290 0.500 Bldg. Use 1 - Food prep & support] (b)""' Door: Glass (over 50% glazing), Perf. Specs.: Product ID FA-KAW- 21 --- --- 0.731 0.830 50626, SHGC 0.19, [Bldg. Use 1 - Food prep & support] (b) Door: Glass (over 50% glazing), Perf. Specs.: Product ID FA-KAW- 21 --- --- 0.731 0.830 50626, SHGC 0. 19, [Bldg. Use 1 - Food prep & support] (b) Door: Glass (over 50% glazing), Perf. Specs.: Product ID FA-KAW- 21 --- --- 0.731 0.830 50626, SHGC 0. 19, [Bldg. Use 1 - Food prep & support] (b) Ext. Wall: Wood Frame, Any Spacing, [Bldg. Use 1 - Food prep & 108 1.0 24.0 0.036 0.064 support] a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. c) Slab -On -Grade proposed and budget U -factors shown in table are F -factors. Project Notes 1300 SF frozen custard store. Walk-up and Drive-thru service; No interior seating --the patio is covered but open. Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2014 Florida Building Code, Energy Conservation requirements in COMcheck Version 4.3.5.2 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date Project Title: Andy's Custard Sanford Report date: 10/20/17 Data filename: Page 2 of 10 7 COMcheck Software Version 4.3.5.2 Onspection Checkflst Energy Code: 2014 Florida Building Code, Energy Conservation Requirements: 95.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section; Plan Review Complies Comments/Assumptions Req ID.i A, W a C103.2 Plans and/or specifications provide all I Complies ;Requirement will be met. PR1]1 information with which compliance Does Not can be determined for the building Not Observable envelope and document where Not Applicableexceptionstothestandardare claimed. C405.7 Plans, specifications, and/or Complies Requirement will be met. PR17]1 calculations provide all information Does Not with which compliance can be Not Observable determined for the electrical systems Not Applicableandequipmentanddocumentwhere exceptions are claimed. Provisions are j made for metering individual tenant units. Feeder connectors sized in — accordance with approved plans with maximum drop of 2% and branch circuits sized for maximum drop of 3%. C406 Plans, specifications, and/or Complies Requirement will be met. PR9]1 calculations provide all information Does Not with which compliance can be determined for the additional energy 17Not Observable j Not Applicableefficiencypackageoptions. C402.3.1 The skylight area <= 3 percent of the ;Complies Requirement will be met. PR11]1 gross roof area. Does Not Not Observable Not Applicable C402.3.1. Vertical Fenestration Area Allowance: Complies 1 A maximum of 40 percent of gross Does Not PR12]1 ;above grade wall area is permitted to Not Observablebeverticalfenestrationareaprovided 50 percent of the conditioned floor Not Applicable area is within a daylight zone, automatic daylighting controls are installed, and glazing assemblies within the scope of NFRC 200 have visible transmittance >= 1.1 times SHGC. 111 High Impact (Tier 1) -` I Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Andy's Custard Sanford Report date: 10/20/17 Data filename: Page 3 of 10 Section Plan Review Complies? Comments/Assumptions Req.ID: C402.3.2 In enclosed spaces > 10,000 ft2 Complies Exception: Requirement does not apply. PR14]1 directly under a roof with ceiling I Does Not heights >15 ft. and used as an office, Not Observable': lobby, atrium, concourse, corridor, Applicablestorage, gymnasium/exercise center, .Not convention center, automotive service, manufacturing, non - refrigerated warehouse, retail store, distribution/sorting area, transportation, or workshop, the following requirements apply: (a) the daylight zone under skylights is >_ half the floor area; (b) the skylight area to daylight zone is >= 3 percent with a skylight VT >= 0.40; or a minimum skylight effective aperture 1 percent. C402.3.2. :Skylights in office, storage,Complies Exception: Requirement does not apply. 2 'automotive service, manufacturing, Does Not PR15]1 j non -refrigerated warehouse, retail Not Observable; store, and distribution/sorting area have a measured haze value > 90 Not Applicable j j percent unless designed to exclude direct sunlight. C402.4.9 (Ceilings with vented dropped ceiling j Complies ;Requirement will be met. PR16]1 cavities over conditioned spaces have Does Not a continuous air barrier between the Not Observable conditioned space and the vented unconditioned space and are sealed to;Not Applicable the air barrier of the walls. Unvented dropped ceiling cavities over conditioned spaces without air barrier between the conditioned and unconditioned space are sealed from the exterior environment and adjacent; spaces by a continuous air barrier and is sealed to the air barrier of the walls. j Unconditioned spaces above separate tenancies contain dividing partitions between the tenancies to form a continuous air barrier that is sealed at the ceiling and roof. Building cavities designed to be air distribution system components are sealed according to the criteria for air ducts, plenums, etc. j in Section C403.2.7. Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2;! Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Andy's Custard Sanford Data filename: Report date: 10/20/17 Page 4 of 10 J section-,' Footing /,F oundation Inspection. Complies Comments/Assumptions` C402 2 6` ` Slab edge insulation R -value. Complies ; See the Envelope Assemblies table for values. F0;3]z . ` j Does Not Not Observable I Not Applicable C303 2 Slab edge insulation installed per Complies Requirement will be met. manufacturer's instructions. Does Not j Not Observable j Not Applicable t462.2.6""NSlab edge insulation depth/length.Complies See the Envelope Assemblies table for values. FQ5]2 t Slab insulation extending away from Does Not building is covered by pavement or Not Observable I10inchesofsoil. j Not Applicable C408.2.8, Exterior insulation protected against Complies Requirement will be met. C404.5 Idamage, sunlight, moisture, wind, I Does Not F06]1 (landscaping and equipment Observable; maintenance activities. Not Not Applicable C402.2.8 ; Bottom surface of floor structures Complies :Exception: Requirement does not apply. FO 12]3 _-'incorporating radiant heating i insulated to >=R-3.5. Does Not See the Envelope Assemblies table for values. Not Observable; j Not Applicable Additional Comments/Assumptions: 1 IHigh Impact (Tier 1) 2,_! Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Andy's Custard Sanford Report date: 10/20/17 Data filename: Page 5 of 10 Section: Framing /'Rough-In Inspection, Complies? Comments/Assumptions- Req:ID - j C402.4.3, Factory-built fenestration and 'doors Complies ' Requirement will be met. C402.4.4 are labeled as meeting air leakage Does Not FR18]3 requirements. Not Observable! bservable; EINotNot Applicable C402.3.3, Vertical fenestration U-Factor. ;Complies See the Envelope Assemblies table for values. C402.3.4 Does Not FR8]1 Not Observable Not Applicable C402.3.3 Vertical fenestration SHGC value.Complies See the Envelope Assemblies table for values. FR10]1 Does Not Not Observable' Not Applicable 0303.1 3 Fenestration products rated in ;Complies Requirement will be met. FR12]zaccordance with NFRC.Does Not j Not Observable: s' Not Applicable C303.1.3 Fenestration products are certified as Complies j Requirement will be met. FR13]1 to performance labels or certificates Does Not provided. Not Observable j Not Applicable j U-factor of opaque doors associated Complies j See the Envelope Assemblies table for values. F,R14]? ': j with the building thermal envelope Does Not l meets requirements. Not Observable; j Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1):2' Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Andy's Custard Sanford Report date: 10/20/17 Data filename: Page 6 of 10 I Mechanical; Rough -In Inspection Cdmplies7 Comments/Assumptions Req ID`:; ,` C402.4.5. ;Stair and elevator shaft vents have ;Complies Exception: Requirement does not apply. 1 motorized dampers that automatically :Does Not ME3]3 close. Not Observable' Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2°. Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Andy's Custard Sanford Report date: 10/20/17 Data filename: Page 7 of 10 Section; Insulation Inspection Complies? Comments/Assumptions Req.I Da C402.4.1. All sources of air leakage in the Complies Requirement will be met. 1 building thermal envelope are sealed,Does Not IN1]1 caulked, gasketed, weather stripped Not Observable or wrapped with moisture vapor permeable wrapping material to ;Not Applicable minimize air leakage. C402.4.2. :Roof R -value. For some ceiling Complies ;See the Envelope Assemblies table for values. 1 systems, verification may need to Does Not IN2]1 occur during Framing Inspection. Not Observable Not Applicable j C303.2, ; Roof insulation installed per Complies Requirement will be met. C407.2.1 :manufacturer's instructions. Blown or Does Not IN3]1 !poured loose -fill insulation is installed Not Observableonlywheretheroofslopeis <=3 in 12. Roof/ceiling insulated to an R- ;Not Applicable value of at least R-10. Multiple -family residential roofs/ceilings insulated to ; an R -value of at least R-19. Where cavities beneath a roof deck are ventilated, the ceiling is considered the envelope component. C402.2.1. High -albedo roofs satisfy one of the Complies Requirement will be met. 1 following: 3 -year -aged solar Does Not IN5]3 ; reflectance >= 0.55 and thermal emittance >= 0.75, 3 -year -aged solar Not Observable reflectance index >= 64.0, initial year Not Applicable solar reflectance >= 0.70 and thermal emittance >= 0.75, or initial year j solar reflectance index >= 82.0. C303.2 ;Above grade wall insulation installed Complies Requirement will be met. IN7]1 :per manufacturer's instructions. Does Not Not Observable Not Applicable C402.2.5`. Floor insulation R -value. ;Complies See the Envelope Assemblies table for values. IN8]2 Does Not j Not Observable UNot Applicable C303.1 Building envelope insulation is labeled ;Complies I Requirement will be met. IN10]2 xwith R -value or insulation certificate Does Not providing R -value and other relevant d data. j Not Not Observable Applicable j C303 2 1 ` Exterior insulation is protected from ;Complies I Requirement will be met. IN AJ2 ]damage with a protective material Does Not Verification for exposed foundation Not Observable insulation may need to occur during Not ApplicableFoundationInspection. C402.2.1 Insulation intended to meet the roof ;Complies Requirement will be met. IN17]3 .insulation requirements cannot be Does Not installed on top of a suspended ceiling. Mark this requirement I Not Observable ApplicablecompliantifinsulationisinstalledNot accordingly. Additional Comments/Assumptions: 11 High Impact (Tier 1) 2'' Medium Impact (Tier 2) 1 3 ILow Impact (Tier 3) Project Title: Andy's Custard Sanford Data filename: Report date: 10/20/17 Page 8 of 10 d section'' E Final Inspection'."', Comments/Assumptions C402.4.6 I Weatherseals installed on all loading Complies Exception: Requirement does not apply. FI37]1 dock cargo doors. j Does Not j Not Observable Not Applicable C402.4.8 Recessed luminaires in thermal Complies Requirement will be met. F126]3 ;envelope to limit infiltration and be IC Does Not rated and labeled. Seal between Not Observable interior finish and luminaire housing. Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Andy's Custard Sanford Report date: 10/20/17 Data filename: Page 9 of 10 Project Title: Andy's Custard Sanford Data filename: Report date: 10/20/17 Page 10 of 10 C®hlcheck Software Version 4.0.6.2 Interior Lighting Compliance Certificate Project Information Energy Code: 2014 Florida Building Code, Energy Conservation Project Title: Andy's Frozen Custard Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: Sanford, FL Nyssa Brockhoff MFEC, Inc. Additional Efficiency Package 3333 E. Battlefield Rd. Suite 1000 Springfield, MO 65804 472-881-0020 nbrockhoff@mfec.com High efficiency HVAC. Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. C of Fixtures D Fixture Watt. E C X D) Allowed Interior Lighting Power 1 14 26 A B C D Area Category Floor Area Allowed Allowed Watts 3 112) Watts / ft2 B X C) 1 -Common Space Types:Food preparation 1122 1.20 1346 2 -Common Space Types:Restroom 129 1.00 129 3 -Common Space Types:Office - Enclosed 50 1.10 55 24 48 Total Allowed Watts = 1530 Proposed Interior Lighting Power A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B Lamps/ Fixture C of Fixtures D Fixture Watt. E C X D) 1 -Common Space Ty"sfood preparationation Andy T: LED Other Fixture Unit 25W: 1 14 26 364 Andy A: LED Roadway -Parking Unit 54W: 1 4 53 212 Andy RH09: LED A Lamp 25W: 1 3 26 78 Andy RF14: LED Panel 54W: 1 6 55 330 2 -Common Space Types:Restroom Andy RH09: LED A Lamp 25W: 1 2 26 52 Andy WF08: Twin Tube 24/26/27W: Electronic: 1 2 24 48 3 -Common SpaceTypes:Office - Enclosed Andy RF13: LED Panel 44W: 1 1 48 48 Total Proposed Wafts = 1132 Project Title: Andy's Frozen Custard Report date: 10/16/17 Data filename: H:\huff\ACSF\E\COMCHECK\Comcheck Sanford, FL.cck Page 1 of 15 I Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2014 Florida Building Code, Energy Conservation requirements in COMcheck Version 4.0.6.2 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Cameron K. Collins, P.E. 11::_- 10-16-17 Name - Title Signature Date 11 Q ° 0 e • ICY. OL • e s e e e • w` T, per. / p}r e i •i V , ` V. • ee QQ ' • • AW 0,,ONAL E;;. ' 000000000 Project Title: Andy's Frozen Custard Report date: 10/16/17 Data filename: H:\huff\ACSF\E\COMCHECK\Comcheck Sanford, FL.cck Page 2 of 15 C®Mcheck Software Version 4.0.6.2 Mechanical Compliance Certificate Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Construction Site: Sanford, FL Additional Efficiency Package 2014 Florida Building Code, Energy Conservation Andy's Frozen Custard Sanford, Florida 2a New Construction Owner/Agent: Designer/Contractor: Nyssa Brockhoff MFEC, Inc. 3333 E. Battlefield Rd. Suite 1000 Springfield, MO 65804 472-881-0020 nbrockhoff@mfec.com High efficiency HVAC. Systems that do not meet the performance requirement_ will be identified in the mechanical requirements checklist report. Mechanical Systems List Quantity; System Type & Description 1 HVAC System 1 (Single Zone): Packaged Terminal Heat Pump Heating Mode: Capacity r= 11 kBtu/h, No minimum efficiency requirement applies Cooling Mode: Capacity = 10 kBtu/h, Proposed Efficiency = 12.00 EER, Required Efficiency: 11.30 EER Fan System: None Water Heater 1: Electric Storage Water Heater, Capacity: 120 gallons w/ Circulation Pump Proposed Efficiency: 1.00 EF, Required Efficiency: 0.77 EF Mechanical Compliance Statement_ Compliance Statement. The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet.the 2014 Florida Building Code, Energy Conservation requirements in COMcheck Version 4.0.6.2 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Cameron K. Collins, P.E. 10-16-17 Name - Title SignatureDates®p®oeoeInAl/o®o0'e ur e :. dP A. e s e eTTEOF o I Project Title: Andy's Frozen Custard Data filename: H:\huff\ACSF\E\COMCHECK\Comcheck Sanford, FL.cck Report date: 10/16/17 Page 3 of 15 COMcheck Software Version 4.0.6.2 Inspection Checklist Energy Code: 2014 Florida Building Code, Energy Conservation Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plan Review Complies? Comments/Assumptions Re .ID C103.2 Plans, specifications, and/or Complies Requirement will be met. PR2]1 calculations provide all information Does Not with which compliance can be Location Not Observable on plans/spec: ME3 determined for the mechanical Not Applicablesystemsandequipmentand document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. C103.2 Plans, specifications, and/or Complies Requirement will be met. PR3]1 calculations provide all information ;Does Not with which compliance can be Observable: Location on plans/spec: ME3determinedfortheservicewater Not Not Applicableheatingsystemsandequipmentand document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. C405.7 Plans, specifications, and/or Complies Requirement will be met. PR17]1 calculations provide all information 'Does Not with which compliance can be Not Observable Location on plans/spec: ME3determinedfortheelectricalsystems Not Applicableandequipmentanddocumentwhere exceptions are claimed. Provisions are made for metering individual tenant units. Feeder connectors sized in accordance with approved plans with maximum drop of 2% and branch circuits sized for maximum drop of 3%. C103.2 Plans, specifications, and/or Complies Requirement will be met. PR4]1 calculations provide all information Does Not with which compliance can beLocation Not Observable. on plans/spec: E2 determined for the interior lighting Not Applicableandelectricalsystemsandequipment 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. C406 Plans, specifications, and/or Complies Requirement will be met. PR9]1 calculations provide all information Does Not with which compliance can be Not Observable Location on plans/spec: ME3 determined for the additional energy Not Applicableefficiencypackageoptions. Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Andy's Frozen Custard Data filename: H:\huff\ACSF\E\COMCHECK\Comcheck Sanford, FL.cck Report date: 10/16/17 Page 4 of 15 J 111 High Impact (Tier 1) 1 2 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Andy's Frozen Custard Report date: 10/16/17 Data filename: H:\huff\ACSF\E\COMCHECK\Comcheck Sanford, FL.cck Page 5 of 15 Section Footing / Foundation Inspection Complies? Comments/Assumptions Req.ID C403.2.4. Freeze protection and snow/ice ;ElComplies Exception: Requirement does not apply. 5 melting system sensors for future Does Not FO9]3 connection to controls. E]Not Observable LINot Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 1, 2 1 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project Title: Andy's Frozen Custard Data filename: H:\huff\ACSF\E\COMCHECK\Comcheck Sanford, FL.cck L_ ..... . _ Report date: 10/16/17 Page 6 of 15 Section: Plumbing Rough -in Inspection Complies? Comments/Assumptions Req.ID C404.3 Temperature controls installed on Complies Requirement will be met. PL5]3 service water heating systems (110 F Does Not for dwelling units and lavatories in Not Observable Location on plans/spec: M2 public restrooms and 90 F for other Not Applicable occupancies.) C404.4 Automatic time switches installed to Complies Requirement will be met. PL3]' automatically switch off the ODoes Not recirculating hot-water system or heat Not Observable' Location on plans/spec: Ml trace. Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) T72Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title:, Andy's Frozen Custard Report date: 10/16/17 Data filename: H:\huff\ACSF\E\COMCHECK\Comcheck Sanford, FL.cck Page 7 of 15 Section Mechanical Rough-In Inspection Complies? Comments/Assumptions Re .ID C403 2'3' .'HVAC equipment efficiency verified. Complies See the Mechanical Systems list for values. Does Not Not Observable Not Applicable C403.2.5. Demand control ventilation provided Complies :Requirement will be met. 1 for spaces >500 sq.ft. and >25 :Does Not ME59]' people/1000 sq.ft. occupant density - Not Observable Location on plans/spec: M4andservedbysystemswithairside Applicableeconomizer, auto modulating outside Not air damper control, or design airflow 3,000 cfm. C403 HVAC ducts and plenums insulated Complies 'Requirement will be met. and sealed according to Florida Does Not ME60]a :Section C403.2.7, Table C403.2.7.1, Not Observable,Location on plans/spec: ME3TableC403.2.7.2. Not Applicable C403 2 Z. ` All ducts, air handlers, filter boxes, :Complies Requirement will be met. 2 `building cavities, mechanical closets Does Not ME79]z -,,,and enclosed support platforms that Not Observable Location on plans/spec: ME3formtheprimaryaircontainment passageways for air distribution ;Not Applicable systems are constructed and erected in accordance with Table C403.2.7.2 and with Chapter 6 of the Florida Building Code, Mechanical. Ducts are be constructed, braced, reinforced and installed to provide structural strength and durability. All transverse joints, longitudinal seams and fitting connections are securely fastened in accordance with the applicable standards of this section. 04;03 2.7:' Duct insulation is protected from Complies Requirement will be met. 1:2 ;damage but not limited to the Does Not ME80)2;following: 1. Insulation exposed to Not Observable Location on plans/spec: ME3weatherissuitableforoutdoor Applicableservice. Cellular foam insulation is ;Not protected or painted with a coating that is water retardant and provides shielding from solar radiation. 2. Insulation covering cooling ducts located outside the conditioned space is vapor retardant located outside the insulation, all penetrations and joints of which shall be sealed. C403 2 7; -!Additional insulation with vapor ;Complies Requirement will be met. 1 A barrier is provided where the Does Not ME81j2 minimum duct insulation requirements :Location on plans/spec: ME3 of ' Not ObservableSectionC403.2.7.1.1 are determined to be insufficient to Not Applicable prevent condensation. C403.2.8. : Piping Insulation exposed to weather Complies Requirement will be met. 1 is protected from damage (due to sun, Does Not ME7]3 moisture, wind, etc.). Not Observable Location on plans/spec: ME3 Not Applicable C403.2.8 Thermally ineffective panel surfaces of;Complies Requirement will be met. ME41]3 sensible heating panels have Does Not insulation >= R-3.5. Not Observable Location on plans/spec: M5 Not Applicable 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) 1 Project Title: Andy's Frozen Custard Report date: 10/16/17 Data filename: H:\huff\ACSF\E\COMCHECK\Comcheck Sanford, FL.cck Page 8 of 15 Section Mechanical Rough-in Inspection Complies? Comments/Assumptions Req.ID C403.23: ; Ducts, air handlers, filter boxes,Complies Requirement will be met. l 3 building cavities, mechanical closets Does Not ME10]2 and enclosed support platforms that Location on plans/spec: M5 Not Observable , form the primary air containment Not Applicablepassagewaysforairdistribution systems are sealed in accordance with the applicable criteria of this section and Table C403.2.7.2. tC403.2c7 ;Air distribution systems are sized and 'Complies Requirement will be met. 5"-,',!_ ',designed in accordance with Does Not ME76]2 ;recognized engineering standards..Location on plans/spec: M4NotObservable' Refer to section details.. Not Applicable C403.2.7. ;Air-handling units not installed in Complies Exception: Requirement does not apply. 6_ attics of commercial buildings. Does Not ME77]2 Not Observable; j,Not Applicable 0403 2 7. "Cavities in framed spaces are not Complies "Requirement will be met. 4 : 'used to deliver air from. or return air to'Does Not ME78]2 the conditioning system unless they Location on plans/spec: M5 Not Observablecontainanairductinsertwhichis ApplicableinsulatedinaccordancewithSectionNot C403.2.7.1 and constructed and sealed in accordance with the requirements of Section C403.2J.2 appropriate for the duct materials used. C403.2.7. Ductwork operating >3 in. water Complies Exception: Requirement does not apply. 1.3 column requires air leakage testing. Does Not ME11]3 I NotObservable, Not Applicable C408.2.2. 'Air outlets and zone terminal devices Complies ;Requirement will be met. 1 have means for air balancing. Does Not ME53]3 Location on plans/spec: M4 Not Observable' Not Applicable 0403 4 2 :VAV fan motors >=7.5 hp to be driven ;Complies Exception: Requirement does not apply. ME661?' ; by variable speed drive, have a vane- Does Not axial fan with variable pitch blades, or Not Observablehavecontrolstolimitfanmotor Not Applicabledemand. 0403 4 2, `VAV fan motors >=7.5 hp to be driven ;Complies Exception: Requirement does not apply. ME6614` 'by variable speed drive, have a vane- DDoes Not axial fan with variable pitch blades, or Not Observablehavecontrolstolimitfanmotor Not Applicabledemand. C403.2.6 Exhaust air energy recovery on Complies ME57]1 systems meeting Table C403.2.6 ` `Does Not Not Observable Not Applicable 0403:2.11 Unenclosed spaces that are heated Complies Exception: Requirement does not apply. ME71]2 use only radiant heat. RDoes Not Not Observable Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Andy's Frozen Custard Report date: 10/16/17 Data filename: HAhuff\ACSF\E\COMCHECK\Comcheck Sanford, FL.cck Page 9 of 15 Section Rough -In Electrical Inspection Complies? Comments/Assumptions Req.ID 0405;2.2. ,Automatic controls to shut off all Complies Requirement will be met. T_ 'building lighting installed in all Does Not EL22]2 , buildings. Not Observable Location on plans/spec: E2 Not Applicable 0405.21. Independent lighting controls installed ;Complies Requirement will be met. 1 per approved lighting plans and all Does Not EL23]2 manual controls readily accessible and; Observable Location on plans/spec: E1visibletooccupants. ,Not Not Applicable C405.2.1. Lighting controls installed to uniformly Complies Requirement will be met. 2 reduce the lighting load by at least Does Not EL15]1 50%. Not Observable Location on plans/spec: E1 Not Applicable 6405.2.2. 'Daylight zones provided with ;Complies Requirement will be met. 3 ; individual controls that control the Does Not EL16]2 lights independent of general area Not Observable Location on plans/spec: E1lighting. Not Applicable C405.2.3 Sleeping units have at least one Complies Exception: Requirement does not apply. EL17]3 master switch at the main entry door ;Does Not that controls wired luminaires and Not Observable; switched receptacles. Not Applicable ; C405.2.2. Occupancy sensors installed in Complies Requirement will be met. 2 required spaces. Does Not EL18]1 Not Observable Location on plans/spec: E1 Not Applicable C405.2.2. Primary sidelighted areas are Complies Requirement will be met. 3 equipped with required lighting EDoes Not EL20]1 controls. Not Observable Location on plans/spec: E1 Not Applicable C405.2.2. Enclosed spaces with daylight area 'Complies Exception: Requirement does not apply. 3 under skylights and rooftop monitors Does Not EL21]1 are equipped with required lighting Not Observable controls. Not Applicable C405.2.3 Separate lighting control devices for Complies Requirement will be met. EL4]1 specific uses installed per approved Does Not lighting plans. Not Observable Location on plans/spec: E2 Not Applicable C405.3 Fluorescent luminaires with odd Complies Exception: Requirement does not apply. EL19]3 'numbered lamp configurations that Does Not are within 10 feet center to center (if Not Observablerecessmounted) or are within 1 foot Not Applicableedgetoedge (if pendant or surface mounted) shall be tandem wired. C405.4 Exit signs do not exceed 5 watts per Complies Requirement will be met. EL6]1 face. Does Not Not Observable Location on plans/spec: E2 Not Applicable C405.2.3 Additional interior lighting power Complies Requirement will be met. EL8]1 allowed for special functions per the Does Not approved lighting plans and is Not Observable Location on plans/spec: E1 automatically controlled and Not Applicableseparatedfromgenerallighting. Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Andy's Frozen Custard Report date: 10/16/17 Data filename: H:\huff\ACSF\E\COMCHECK\Comcheck Sanford, FL.cck . Page 10 of 15 A 11 High Impact (Tier 1) 1:-,.2.1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Andy's Frozen Custard Report date: 10/16/17 Data filename: H:\huff\ACSF\E\COMCHECK\Comcheck Sanford, FL.cck Page 11 of 15 Section Final Inspection Complies? Comments/Assumptions Re .ID C403.2.4. ; Heating and cooling to each zone is Complies ; Requirement will be met. 1 controlled by a thermostat control. Does Not FI47]3 I Location on M4plans/spec: Not Observable: Not Applicable C403.2.4. ' Minimum one humidity control device Complies Requirement will be met. 3.4 per installed Does Not FI51]3 humidification/dehumidification Not Observable Location on plans/spec: ME5system. Controls prevent simultaneous operation of Not Applicable humidification and dehumidification equipment. C403.2.4. :Thermostatic controls have a 5 °F Complies Requirement will be met. 2 deadband. ;Does Not FI38]3 Not ObservableLocation on plans/spec: M5 Not Applicable C403.2.4. Temperature controls have setpoint Complies Requirement will be met. 2 overlap restrictions. Does Not F120]3 Location on plans/spec: M5NotObservable' Not Applicable C403.2.4. ; Each zone equipped with setback ;Complies Requirement will be met. 3 controls using automatic time clock or Does Not FI39]3 !programmable control system. Location on plans/spec: Not Observable M5 i j Not Applicable C403.2,4. ;Automatic Controls: Setback to 55°F ;Complies 'Requirement will be met. 3 heat) and 85°F (cool); 7 -day clock, 2- t Does Not FI40]3 hour occupant override, 10 -hour Location on plans/spec: M5 Not Observable. backup Not Applicable C403.2.4. `Heat pump controls prevent UComplies Requirement will be met. 1.1 supplemental electric resistance heat 'Does Not F142]3 from coming on when not needed. Location on plans/spec: M5 Not Observable ; Not Applicable C408.2.5. . Furnished HVAC as -built drawings °Complies Requirement will be met. 1 submitted within 90 days of system 'Does Not F17]3 acceptance. Not Observable ; Not Applicable C303.3, Furnished O&M manuals for HVAC Complies ; Requirement will be met. C408.2.5. systems within 90 days of system Does Not 3 F18]3 acceptance. Not Observable Not Applicable , C408.2.5. An air and/or hydronic system Complies Requirement will be met. 3 balancing report is provided for HVAC Does Not F[43]1 systems. Location on plans/spec: M4 Not Observable Not Applicable C408.2.3. HVAC control systems have been Complies Requirement will be met. 2 tested to ensure proper operation,. ;Does Not FI10]1 calibration and adjustment of controls. ,[-] Not Observable Not Applicable 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Andy's Frozen Custard Report date: 10/16/17 Data filename: H:\huff\ACSF\E\COMCHECK\Comcheck Sanford, FL.cck Page 12 of 15 Section Final Inspection Complies? Comments/Assumptions Req.ID C404.8.2 Public lavatory facilities equipped with Complies Requirement will be met. F153]3 outlet devices which limit the flow of Does Not hot water to a maximum of 0.5 gpm or,Not Observable Location on plans/spec: M2 are equipped with self-closing valves Not Applicablethatlimitdeliverytoapercycle maximum of 0.25 gallons of hot water for recirculating systems and to a maximum of 0.50 gallons for non - recirculating systems. C404.8.2 Public lavatory water temperature Complies Requirement will be met. Fl 1113 110°F. ,Does Not Not Observable Location on plans/spec: M2 Not Applicable C404.8.1 Showers used for non -safety reasons 'Complies Exception: Requirement does not apply. FI52]3 ;equipped with flow control devices to Does Not limit the water discharge to a Not Observable, head. maximum of 2.5 gpm per shower Flow restricting inserts used as Not Applicable a component part of a showerhead are mechanically retained at the point of manufacture C408.2.2 ;An air and/or hydronic system Complies ; Requirement will be met. FI54]3 'balancing report is provided for HVAC Does Not systems serving zones >5,000 ft2 of Not Observableconditionedarea. Refer to section for Not Applicablefulldetails. 404 5 - ;z All piping in circulating system ;Complies Requirement will be met. F.12512 insulated :Does Not Not Observable Location on plans/spec: M3 Not Applicable C404.6 :Controls are installed that limit the ;Complies Requirement will be met. FI12]3 operation of a recirculation pump Does Not installed to maintain temperature of aLocation Not Observable on plans/spec: M3 storage tank. . Not Applicable , C403.2.1 HVAC systems and equipment design ;Complies Requirement will be met. FI50]3 'loads calculated in accordance with ;Does Not ANSI/ASHRAE/ACCA Standard 183 or Not Observable Location on plans/spec: ME3183orACCAManualNandshallbe . attached to the code compliance form :Not Applicable submitted to the building department when the building is permitted or, in the event the mechanical permit is obtained at a later time, the sizing calculation shall be submitted with the application for the mechanical permit. C403.2.2 : HVAC systems and equipment Complies Requirement will be met. F127]3 capacity does not exceed calculated Does Not loads. Not Observable . Location on plans/spec: M5 Not Applicable C408.2.5. Furnished as -built drawings for :Complies Requirement will be met. 1 electric power systems within 30 days Does Not FI16]3 of system acceptance. Not Observable Not Applicable C303.3, Furnished O&M instructions for 'Complies Requirement will be met. C408.2.5_ -systems and equipment to the Does Not 2 building owner or designated FI17]3 representative. Not Observable Not Applicable 11 High Impact (Tier 1) 12'.1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Andy's Frozen Custard Report date: 10/16/17 Data filename: H:\huft\ACSF\E\COMCHECK\Comcheck Sanford, FL.cck Page 13 of 15 Section Final Inspection Complies? Comments/Assumptions Req.ID C405.5.2 Interior installed lamp and fixture Complies See the Interior Lighting fixture schedule for values. FI1811 lighting power is consistent with what E Does Not is shown on the approved lighting Not Observable: plans, demonstrating proposed watts Not Applicablearelessthanorequaltoallowed watts. C408.2.1 Commissioning plan developed by Complies Requirement will be met. FI2811 registered design professional or Does Not approved agency. Not Observable Location on plans/spec: ME3 Not Applicable C408.2.4 Preliminary commissioning report Complies ;Requirement will be met. FI2911 completed and certified by registered Does Not design professional or approved Not Observable agency. Not Applicable C408.2.5. Final commissioning report due to Complies Requirement will be met. 4 building owner within 90 days of Does Not F13011 receipt of certificate of occupancy. Not Observable Not Applicable C408.2.3. HVAC equipment has been tested to E Complies Requirement will be met. 1 ensure proper operation. :Does Not FI31]1 Not Observable, j Not Applicable C408.3 Lighting systems have been tested to :Complies Requirement will be met. FI3311 ensure proper calibration, adjustment,Does Not programming, and operation. Not Observable Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project Title: Andy's Frozen Custard Data filename: H:\huff\ACSF\E\COMCHECK\Comcheck Sanford, FL.cck Report date: 10/16/17 Page 14 of 15 Project Title: Data filename: Andy's Frozen Custard H:\huff\ACSF\E\COMCHECK\Comcheck Sanford, FL.cck Report date: Page 10/16/17 15 of 15 JOB 0/0 00 LP CITY ; r Sjk 4FORD DEPARTMENTFiRE Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: ` S ' Jo S%,Cw '-4 3,) 77% Historic District: Yes NoI-XI Parcel IDv- - / - 000 -DO , 6 Residential Commercial[Zl Type of Work: Newo Addition Alteration Repair F—] Demo Change of Use[] Move El N // f t/f G 0 Af ,,6'WWk--s iyDescriptionofWork: / /0 7 1,4"n/ / Plan Review Contact Person: Title: Phone: Fax: Email:khrmilQ c V OC t 1 Property Owner Information Name 2,g ff S G' s 0 0a , Phone: Street: '0 Resident of property? City, State Zip•°°^'' Contractor Information Name '41e Phone: 4/07 ?3/-.3(00 Street: 05-41 /90R'J . Fax: 10 Ud 4--) (- City, State Zip: State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Arch itectlEngineer Information Phone: Fax: E-mail: 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 pen -nit 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: 6°i Edition (2017) Florida Building Code M Revised: January 1, 2018 Permit Application INOTICE 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 nanagement.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 constructionvalue 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 pennit 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 of Owner(Agem Date Print Dwner/Agent's Name Signature of Notary -State. of. Florida Date MAR 14 2018 Print ona No"Q%$IVW9%f Florida ZDate, Jenftr Caporusclo a My_Commission F.F. 903796 rOF Expires,07I27f2019 Owner/Agent is; Personally Known to Me or Contractor/Agent's erson ally KnooMe or Produced III Type of ID Produced ID Type of ID' BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical. ' Mechanical F Plumbing[] Gas Roof R Construction Type Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric.--# of Amps Fire Sprinkler' Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1,, 2018 Permit Application Building & Fire Prevention Division APR 1 i PERMIT APPLICATION12018 1 Y.-- Application No: Documented Construction Value: $ 7548.00 Job Address: 4625 St. Johns Parkway Historic District: Yes No Parcel ID: 29-19-30-511-0000-0060 Residential Commercial/ Type of Work: NewR1 Addition Alteration Repair 11 Demo[] Change of Use Move Description of Work: Install walk in cooler / freezer combo. Unit has 2 condensers, one has 1 hp and the other has 3/4 hp. Plan Review Contact Person: Phone: 407-947-1046 Zack Craver Fax: Title: Service Manager Email: alison_hilburn@yahoo.com Property Owner Information Name OZARKS INV. PROPERTIES LLC Phone: (417) 771-8646 Street: 4625 ST JOHNS PKWY City, State Zip: SANFORD, FL 32771 Resident of property? : Contractor Information Name WAYNE VIGOR Street: 6418 MILNER BLVD, STE D City, State Zip: ORLANDO, FL 32809 Name: Street: City, St, Zip: Bonding Company: Address: Phone: 407-855-6370 NO Fax: State License No.: CAC043954 Architect/Engineer Information Phone: Fax: E-mail: 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 constructs \M in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, J 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: 6`h Edition (2017) Florida Building Co Revised: January I, 2018 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 constriction 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 of Owner/Agent Date .gnature of Co r/Agent Date 1a Print Owner/Agent's Name Print Contr t r/A nt's Na Signature of Notary -State of Florida Date Si ture..of Notary -State of Florida Date JANET MARIE WELCH Notary Public State of Florida s• _ Commission # GG 024574 My Comm. E pires Aug 25, 2020 Owner/Agent is Personally Known to Me or i' @eAthr(Wh Nftp&ftlad sly wn to Me or Produced ID Type of ID Pro aced D ype o BELOW IS FOR OFFICE USE ONLY Permits Required: Building Construction Type: Total Sq Ft of Bldg: Electrical Mechanical Occupancy Use: _ Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Plumbing Gas[] Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: - Revised: January 1, 2018 Permit Application r - t 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 constriction 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 of Owner/Agent Date .gnature of Co r/Agent Date 1a Print Owner/Agent's Name Print Contr t r/A nt's Na Signature of Notary -State of Florida Date Si ture..of Notary -State of Florida Date JANET MARIE WELCH Notary Public State of Florida s• _ Commission # GG 024574 My Comm. E pires Aug 25, 2020 Owner/Agent is Personally Known to Me or i' @eAthr(Wh Nftp&ftlad sly wn to Me or Produced ID Type of ID Pro aced D ype o BELOW IS FOR OFFICE USE ONLY Permits Required: Building Construction Type: Total Sq Ft of Bldg: Electrical Mechanical Occupancy Use: _ Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Plumbing Gas[] Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: - Revised: January 1, 2018 Permit Application r - a LIMITED POWER ER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: lo l l I hereby name and appoint: Z -O -C- ey— an agent of: oz --!r S&-V(ce N- ie of Company) to be my lawfiil attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): si! The Expiration Date for This Limited Power of Attorney: —I 1 t o License Holder Name: State License Number: Signature of License H r STATE OF FLORIDA COUNTY OF The foregoing instrument was acl novel dged before me this I D day of (l , 20 (' , b who is a erson' all knownY1Y to me or o who has pro aced as identification and who did (did no take o r S1 tore Notary Seal) Print or type name uuy,, JANET MARIE WELCH y Notary Public State of Florida Commission # GG 024574 NIy Comm. Expires Aug 25, 2020 gpndsdthrouo National Notary Assn. Rev. 08.12) Notary Public - State of s.— Commission No. My Commission Expires: LIMITED POWER ER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: lo l l I hereby name and appoint: Z -O -C- ey— an agent of: oz --!r S&-V(ce N- ie of Company) to be my lawfiil attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): si! The Expiration Date for This Limited Power of Attorney: —I 1 t o License Holder Name: State License Number: Signature of License H r STATE OF FLORIDA COUNTY OF The foregoing instrument was acl novel dged before me this I D day of (l , 20 (' , b who is a erson' all knownY1Y to me or o who has pro aced as identification and who did (did no take o r S1 tore Notary Seal) Print or type name uuy,, JANET MARIE WELCH y Notary Public State of Florida Commission # GG 024574 NIy Comm. Expires Aug 25, 2020 gpndsdthrouo National Notary Assn. Rev. 08.12) Notary Public - State of s.— Commission No. My Commission Expires: WALK - IN SPECIFICATIONS O Cooler/Freezer OVERALL SIZE: 164" X 12'-6" X 8'-6 1/4" PANELS FOAMED IN PLACE URETHANE FOAM 4" EXTERIOR FINISH WALL: GALVALUME - EMBOSSED 26 GA TOP: GALVANIZED - SMOOTH 2OGA. WITH SUPPORT CHANNEL FLOOR: GALVALUME - EMBOSSED 26 GA INTERIOR FINISH WALL: GALVALUME - EMBOSSED 26 GA TOP: GALVALUME-EMBOSSED 26 GA FLOOR TYPE COl COOLER : SCREED, METAL 4" HIGH FOi FREEZER: ALUMINUM - SMOOTH ALUMINUM .100 WALK-IN ACCESSORIES 1) LOT, TIE DOWN ANGLE - 1-1/2" X 6" X 96" (W -IN FL TO FOUNDATION) 1) LOT, LOCKS 11.5" SPACING 1) LOT, TIE DOWNANGLE - 1-1/2" X 1-1/2" X 96" (INT WALL TO CL INCL PARTITIONS) l) LOT, TIE DOWN ANGLE - (WALK-IN CL TO BUILDING) 1) LOT, RACKING CLIP 1) LOT, TAPCON FASTENERS 2) LIGHT FIXTURE, FLUORESCENT 48 -INCH T5 (-20-) - BULBS BY OTHERS 1) LOT, HIGH WIND ROOF CAP - SLOPED MEMBRANE FLASHED (SLOPE 1/4" PER FOOT) 42) LIF COVE BASE, GALVALUME EMBOSSED 26 GA 1.25 X 4.25 2) "LETTER A" TRIM ANGLED 3" X 3" X 60" GALVALUME EMBOSSED 26 GA 2) "LETTER A" TRM ANGLED 3" X 3" X 102.25" GALVALUME EMBOSSED 26 GA 4) "LETTER A" TRIM ANGLED 3" X 3" X84" GALVALUME EMBOSSED 26 GA REFRIGERATION PCL99MOP-2 VOLTS: 208-230-60-1,BTU:9610 AM26-87-IEC-PCL-4 VOLTS: 115-60-1,BTU:8700 TEMP: WALK-IN 35,AMBIENT TEMP: 100 1)PRE-CHARGED LINES, 20', 3/8X 5/8 R404A 1) RACK TWO TIER B OVER B RDI PCL149LOP-2 VOLTS: 208-230-60-1,BTU:4839 EL1646-2EC-PCL4 VOLTS: 208-230-60-1,BTU:4600 TEMP: WALK-IN-IO,AMBIENT TEMP: 100 i) PRE -CHARGED LINES, 20', 3/8X 5/8 R404A 1. nom .: i k zt4TTE NTIO N 1. DRAWING NOT INTENDED FOR INSTALLATION - DESIGN APPLICATION ONLY. 2. ALL WALK-INS ARE DESIGNED FOR INDOOR APPLICATION UNLESS NOTED OTHERWISE 3. PENETRATIONS AND SEALING OF ARE THE RESPONSIBILITY OF OTHERS 4.A OW 2" MINIMUM CLEARANCE WITH AIRFLOW OF 5 CFM PER 100 SOFT AROUND ENTIRE PANEL SURFACES, INDOOR WALK-INS REQUIRE A 75-F AMBIENT AND 55% RELATIVE HUMIDITY OR LESS AROUND THE EXTERIOR OF THE WALK-IN. 5. GENERAL CONTRACTOR TO REFER TO DESIGN AND SPECIFICATION MANUAL FOR FLOOR DETAIL INFORMATION 6. QUARRY TILE OR CONCRETE FLOOR APPLICATIONS: METAL PANEL FACING MAY BE SUSCEPTIBLE TO STAINING DUE TO EXCESSIVE MOISTURE CREATED BY THE HYDRATION OF CONCRETE TYPE MATERIALS. IT IS ABSOLUTELY NECESSARY THAT EACH ROOM BE PROPERLY VENTILATED. SPECIAL PRECAUTIONS MUST ALSO BE TAKEN WHEN USING MURIATIC ACID DUE TO EFFECTS HYDROCHLORIC FUMES HAVE ON METAL MATERIALS 7. PANEL LAYOUT MAY CHANGE BASED ON OPTIMAL MANUFACTURING STANDARDS 8. WALK-IN TOP IS NOT DESIGNED FOR FOOT TRAFFIC OR STORAGE UNLESS NOTED OTHERWISE 9.IF CONDENSING UNIT 15 LOCATED IN THE INTERIOR OF BUILDING A MINIMUM OF 24" OF CLEARANCE IS REQUIRED AROUND TOP AND SIDES l0. FLOOR, CURB, AND PIT DETAILS ARE FOR GENERAL REFERENCE ONLY. THESE DRAWINGS SHOULD NOT BE USED OR INCORPORATED IN THE DESIGN OR PREPARATION OF THE INSULATED FLOOR, SUB SLAB OR WRBS, WITHOUT HAVING THE DESIGN REVIEWED BY A QUALIFIED ENGINEER. ALL FOOTINGS, FOUNDATION WALLS AND CONCRETE WEAR SLABS ARE THE RESPONSIBILITY OF THE BUILDING ENGINEER OR ARCHITECT. Il. THE FOAM PLASTIC USED IN THIS PRODUCT COMPLIES TO THE IBC SECTION 2603 AS FOLLOWS: FLAME SPREAD RATING: 20; SMOKE DEVELOPED RATING: 450: FLASH IGNITION TEMPERATURE RATING: 915-f, SPONTANEOUS IGNITION TEMPERATURE RATING: 950°f. F01 - FREEZER: W/FLOOR 8' - 6 1/4" O.A. HEIGHT 7 - 10 5/8" I.D. 16'-4" 9,-$„ CO1 - COOLER NO FLOOR 8'- 6 L/4" O.A. HEIGHT 8' - 2 1/4" 1. D, L EWE! TOPS LAYOUT 9t 46" X 88" MIN. 46"X84" MIN. T-5" FINISHED OPENING FINISHED OPENING CENTER TO CENTER WALLS LAYOUT PERMIT # sD PO-SMASFL02-001 FOR APPROVAL YOU MUST REVIEW ALL NOTES, DETAILS, DIMENSIONS, FINISHES, DOORS SIZES, LOCATIONS AND SWINGS SMOOTH FINISH DISCLAIMER APPROVAL- NO CHANGE REQUIRED, MANUFACTURE AS DRAWN. Panels with non -textured and/or no -profile panel finishes (smooth finishes) on the APPROVED AS NOTED- MAKE REQUIRED CHANGES AND exterior and interior faces may exhibit `oil canning" and flatness imperfections on theMANUFACTUREASDRAWN. Surface. Our standard panels have a Stucco embossed texture on both faces that helps to NOT APPROVED- DESIGN CHANGES REQUIRE DRAWING reduce oil canning and any other irregularities in the exposed surface. Please be aware REVISION AND RESUBMISSION. Of this potential situation In your Specification process. Such "oil canning" and flatness A 01/03/17 Suzanne Mielcarek issues are typical and are not covered under standard warranties. U, U, w V I O w Z V I NOTE: DOOR JAMB EXTENDS DOWN PAST 11 SCREEDS TO FLOOR. 11 III 47!" —}— 35" 9•-3, END TO CENTER FLOORS LAYOUT EN JW 0 n O tV W M in LL O 93 Z H ZZ< CZVI V/ W U W V7 a W U Z O U SHEET # AD -1 of 2 DR 34.00' x78.00' FR 46.00' x 98.25' DW -1 O FRAME: RECESSED 0" WITH 0" LEVELING SAND AND 0" TILE AND GROUT EXT: GALVALUME EMBOSSED 26 GA INT: GALVALUME - EMBOSSED 26 GA PLUG: EXT: GALVALUME-EMBOSSED 26 GA EXT: KICKPLATE, ALUM .063 DIAMOND TREAD 36" HIGH INT: GALVALUME - EMBOSSED 26 GA NT: KICKPLATE, ALUM .063 DIAMOND TREAD 36" HIGH HARDWARE AND ACCESSORIES: 1) THERMOMETER - DIGITAL W/20' LEAD TAI201-12V 1) LIGHT FIXTURE - KASON 1803LED W/BULB AND GLOBE (STD) 1)SWITCH - PILOT LIGHT INCLUDED UL (STD) 1)DOOR CLOSER - KASON 1098 W/COVER AND HOOK (STD) 1) HANDLE - KASON 28 WITH LOCKING ASSEMBLY (STD) 2) HINGE - KASON 1345 ADJUSTABLE / SPRING ASSISTED (STD) DOOR ELECTRICAL INFORMATION DESCRIPTION CITY VOLT AMP AMPLOAD FLUORESCENT LIGHT 1 LED LIGHT 1 115 1.7 1.7 0.4 0.4 HEATER WIRE 0 DIGITAL THERMOMETER 1 0.9 0.0 0.1 0.1 HEATED AIR VENT 0 0.1 0.0 0.9 0.0HEATEDVIEWPORT0 AIR SHIELD 0 1.4 0.0 0.1 0.0IN/OUT BUZZER 0 MODULAHM 75/758 OR DATALARM 0 6.0 00 1.0 00OTHERALARMS0 115 VOLT, SINGLE PHASE, 60 Hz, TOTAL DOOR AMPq 2.2 OFFSET 1.00 DR 34.00' x 78.00' FR 58.50' x 94.25' DW -2 O FRAME: RECESSED 0" WITH 0" LEVELING SAND AND 0" TILE AND GROUT EXT: GALVALUME - EMBOSSED 26 GA INT: GALVALUME EMBOSSED 26 GA PLUG: EXT: GALVALUME-EMBOSSED 26 GA EXT: KICKPLATE, ALUM .063 DIAMOND TREAD 36" HIGH INT: GALVALUME - EMBOSSED 26 GA NT: KICKPLATE, ALUM .063 DIAMOND TREAD 36" HIGH HARDWARE AND ACCESSORIES: 1) THERMOMETER - DIGITAL W/20' LEAD TA1201-12V 1)LIGHT FIXTURE - KASON 1803LED W/BULB AND GLOBE (STD) 1) SWITCH - PILOT LIGHT INCLUDED UL (STD) 1) VENT - PRESSURE RELIEF, HEATED KASON 1825 (STD) 1) HEATER WIRE, 2.5 WATT / FT 1) DOOR CLOSER - KASON 1098 W/COVER AND HOOK (STD) 1)HANDLE - KASON 28 WITH LOOONG ASSEMBLY (STD) 2) HINGE - KASON 1345 ADJUSTABLE / SPRING ASSISTED (STD) 1) THRESHOLD, STAINLESS STEEL 14 GA DOOR ELECTRICAL INFORMATION DESCRIPTION CITY I VOLT AMP AMP LOAD FLUORESCENT LIGHT 0 LED LIGHT 1 HEATER WIRE 1 115 1.7 0.0 0.4 0.4 0.9 0.9 0.1 0.1DIGITALTHERMOMETER1 HEATED AIR VENT 1 0.1 0.1 0.9 0.0HEATEDVIEWPORT0 AIR SHIELD 0 1A 0.0 0.1 0.0IN/OUT BUZZER 0 MODULARM 75/758 OR DATALARM 0 OTHER ALARMS 0 6.0 0.0 1.0 0.0 115 VOLT, SINGLE PHASE, 60 Hz, TOTAL DOOR AMPq 1.5 COMPARTMENT 1/4" x 1-3/4" TAPCON ANCHOR HEX 1/4" x 4" TAPCON ANCHOR, PHILLIPS CONNECTIONS O.D. HZ 0 FLA V TOTAL AMPS MX AMP DISC SUCT LIQ 60 1 1 1.1 1 208-230 1 1 DESCRIPTION TEMP F WI QTY COMPRESSOR MODEL# TYPE L(A) DIMENSIONS W (B) H (C) LBS Cooler 35 1 PCL99MOP-2 Hermetic 33 25.5 1/4" x #14. 2" HEX WASHER 19.25 156 Freezer 10 1 PCL149LOP-2 Hermetic 33 25.5 POSI LOCK CONNECTORS 19.25 177 WITH HURRICANE STRAP AND W ANGLE @ 11.5" O.C. TYP. WALL PANEL Z DESCRIPTION TEMP F WI QTY MODEL # DEFROST: A -AIR E -ELECTRIC) L(D) DIMENSIONS W (E) H (F) Cooler 35 1 AM26-87-IEC-PCL-4 41.5 15 15.25 Freezer 10 1 EL16-46-2EC-PCL-4 27.5 15 15.25 2) #14 x 1" HEX HEAD TEK SCREWS (12" ON CENTER) 1.5" x 1.5" TIE DOWN ANGLE TO MATCH CEILING FINISH DETAIL - TIE DOWN ANGLE -INT WALL TO CL INCLUDING 7 PARTITIONSScale: NTS CONDENSING UNIT COMPRESSOR HP RLA LRA V 1 6 43 208-230 1 1/2 6.4 52 208-230 UNIT COOLER DOOR SWEEP GASKET FLAT BOTTOM WALL FINISHED FLOOR y \DETAIL - FLAT BOTTOM 1 Style: NTS NOTES: 1) WALL TO CEILING AND WALL TO FLOOR LOCKS ARE 11.5" ON CENTER. 1/4" x #14 x 1" HEX WASHER HEAD TEK SCREW! 3" ON CENTER (500000038 14 GA. PAINTED SHEET METAL ANGLE 1-1/2" x 6" (28911-1090)'1. 1/4" x 1-3/4" TAPCON ANCHOR HEX WASHER HEAD; USE 3/16" x 4-1/2" CONCRETE DRILL, TAPCON BIT #790-1018 OR EQUAL 28931-1075); TAPCONS ARE 6 ON CENTER WITH MINIMUM{ i-1/4" EMBEDMENT. POSI-LOCK CONNECTORS WITH HURRICANE STRAP ANGLE @ 11.5" O.C. NP JOINT STABILIZER BRACKET (228211075) 2) 1/4" x 4" TAPCON I ANCHOR PHILLIPS FLAT HEAD; USE 3/16"x 6-1/2" CONCRETE DRILL BIT 790-1026 OR EQUAL 28930-1076); DRILL THRU HOLE 3000 PSI CONCRETE' FASTENER AT 11.5" ON CENTER DETAIL - NURRICANE MOUNTING ANGLE -WALK IN FLTO 9 \FOUNDATION P /S le: NTS 20 GA. SMOOTH GALVANIZED 11 5 11.5" ^ 11.5" 1 11.5" I F SUPER CEILING REINFORCEMENT 8 DETAIL - SUPER CEILINGSale: NTS CONDENSER FAN MTR 1/4" x 1-3/4" TAPCON ANCHOR HEX 1/4" x 4" TAPCON ANCHOR, PHILLIPS CONNECTIONS O.D. HZ 0 FLA V TOTAL AMPS MX AMP DISC SUCT LIQ 60 1 1 1.1 1 208-230 1 1 7.2 15 5/8 3/8 60 1 1.1 1 208-230 1 1 1 7.1 15 5/8 1 3/8 DOOR SWEEP GASKET HEATER WIRE THRESHOLD 4 1/8" FINISHEDFLOOR FLOOR PANEL 1 \DETgIL-4IN FLOOR -HTR WIRE G Scale: NTS IF REQUIRED, PLACE LEVELING 1/4" x 1-3/4" TAPCON ANCHOR HEX 1/4" x 4" TAPCON ANCHOR, PHILLIPS SHIMS AT EACH SCREW BS AMP V AMP V FLAT HEAD. USE 3/16" x 6-1/2" LOCATION TO MAINTAIN A`,, LIQ TCONCRETE DRILL BIT #790-1026 LEVEL FLOOR. ", 7/8 OR EQUAL (28930-1075); DRILL 47 0.45 208-230 4.4 208-230 1 1 1 THRU HOLE. FINISH FLOOR,. METAL SCREED 11/4 MIN FASTENER AT 11.5" ON CENTER DETAIL - TAPCON ANCHOR 1 J /Scale: NTS 1/4" x #14. 2" HEX WASHER ANGLE TRIM ANGLE (I DF MEMBRANE SLOPED FOAM; INSULATION SLOPE = 1/4" PER FT 9 0-"L SLOPE MEM ROOF CAP FLASHED Style: NTS FAN HEATER 1/4" x 1-3/4" TAPCON ANCHOR HEX LUMINUM ANGLE iA CONNECTIONS BS AMP V AMP V m SUCT LIQ 74 1.8 115 0 N/A 0 7/8 3/8 47 0.45 208-230 4.4 208-230 1 1 1 5/8 3/8 LLQ If i LOCKS SPACED - @23" O.C. 77 3 LATCH r s I STRIKE' i J.. FLOOR R METAL SCREED DETAIL - PANEL CONNECTION AT FLOORS OR METAL 3 SCREEDSJScale: NTS WALL PANEL CLIPS MeC \DETAIL - RACKING CLIP V Scale: NTS N LL 0: nN W M LL O oaz 4Zw 1/4" x 1-3/4" TAPCON ANCHOR HEX LUMINUM ANGLE iA WASHER HEAD; USE 3/16" x 4-1/2" 3000 PSI CONCRETE CONCRETE DRILL, TAPCON BIT OR BLOCK WALL 4790-1018 OR EQUAL (28931-1075) 12 f 1_ MEMBRANE TAPCONS ARE 9" O.C. WITH MIN 1-1/4" EMBEDMENT. EVAPORATOR - MODEL AM, EM, EL, AMB, FLIT ROOF `N FLASHED ROOFCAP TRIM 6" CEILING PANEL 1-3" x 4" x 1/4" 6063-T6 N LL 0: nN W M LL O oaz 4Zw lUNIS ale: NTS RCV CAP CONDENSING UNIT ASSEMBLY LUMINUM ANGLE iA C SUCTION AND LIQUID LINE @ 90% FULL (lbs) 0) Yl WBEADS 10.2 12 f 1_ MEMBRANE DRAIN 3/4 - EVAPORATOR - MODEL AM, EM, EL, AMB, FLIT ROOF `N 6" CEILING PANEL 1/4" x #14. 2" HEX WASHER HEAD TEK SCREW (279161075) 6 O.C. TYP. POSI LOCK CONNECTORS WITH HURRICANE STRAP AND W ANGLE @ 11.5" O.C. TYP. WALL PANEL Z DETAIL - HURRICANE MOUNTING ANGLE -WALK IN CLTO U lUNIS ale: NTS RCV CAP CONDENSING UNIT ASSEMBLY I AIR INLET, A A C SUCTION AND LIQUID LINE @ 90% FULL (lbs) 10.4 10.2 DRAIN 3/4 - EVAPORATOR - MODEL AM, EM, EL, AMB, FLIT D-------- I I - T I,.N-w1° 0 a-, CLEARANCE REQUIREMENT MINIMUM CLEARANCE" 18"-y REQ - -.R REQwIR0.E0 - PROFFER OPERATION SERVIUNG 11- soE v1Ew o AD -2 of 2