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HomeMy WebLinkAbout300 W Lake Mary Blvd11- -2s53 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: an agent of: Name to be my lawful 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): 9 The specific permit and application for work located at: 7ZS5 - 7,6e) ze'l Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: FVVN-47-'r Id1 - p9j-_ State License Number: C ea Lol'1 %-1-7 Signature of License Holder: i. 3 1v- STATE OF FLORIDA COUNTY OF —' N&Vloa The foregoing ins t ment was acknowledged before me this day o1 , 204r /;-JC , by y4FtrGt) • ?**A)6 who is MIpersonally known to me or who has produced /u * as identification and who did (did not) take th. v S' ature Notary Seal) '' n'1 l'. c* My COMMISSION # 1 s EXPIRES: June 14, 2018 Print ortypename e0FFIo*`O! B 0'4dThru Budget Notary Services Notary Public - State of /-1 A Commission No. L m3i3 My Commission Expires: Rev. 08. 12) LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: /Z - Z 97'/9 I hereby name and appoint: an agent of: //` -' C IST/1/ , L Name of Company) to be my lawful 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): jhe specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: j206—Iz1- State License Number: CSC - Signature of License Holder: STATE OF FLORIDA COUNTY OF -St-MIWO E The foregoing in trument was cknowledged before me this /tday o , 200 I - , by b&,er o• PAA.NE who is ersonally know to me or who has produced (( as identification and who did (did not) take an oath. evk S1 ature S.E.CAMIACHO A MY COMMISSION # FF 113933 Notary Seal) Rev. 08.12) c liCr4r#' 0co D Print or type name Notary Public - State of AcWi ,) A Commission No. a<F/I'J 3 My Commission Expires: G-.0--/j( EXPIRES: June 14, 2018 Bondld Thru Budget Notary Services S ICity of Sanford Fire Police and Recreation Impact Fees Effective September 1, 2017 IRecreation Impact fee applies to all residential properties at a per unit rate: $1,103.95 RESIDENTIAL UNIT POLICE I FIRE Single Family & Mobile Homes Dwelling Unit Dwelling Unit 384.82 383.81 Multi -Family (2 DUs and above) 384.82 287.85 INDUSTRIAL Industrial - Manufacturing 1,000 sq. ft. 1,000 sq. ft. 1,000 sq. ft. 1,000 sq. ft. 1,000 sq. ft. 1,000 sq. ft. Bed 157.78 157.36 Warehousing 100.05 99.79 Mini -Warehousing 73.12 72.92 INSTITUTIONAL All Educational/Day Care Center 273.23 272.51 Church 134.69' 134.33 Hospital 207.81 207.25 Nursing Home/ALF 197.53 197.01 OFFICE Office 1,000 sq. ft. 1,000 sq. ft. 265.53 1 $ 264.83 Medical Office/Clinic 481.04 1 $ 479.76 I RECREATIONAL I I I Movie Theater 1,000 sq. ft. 1,000 sq. ft. 1,000 sq. ft. 200.11 199.58 Racquet/Tennis 292.46 291.69 Health/Fitness 681.14 679.34 I RETAIL I I I Retail 1,000 sq. ft. 1,000 sq. ft. 1,000 sq. ft. 1,000 sq. ft. 1,000 sq. ft. 1,000 sq. ft. 1,000 sq. ft. Per Pump 1,000 sq. ft. 1,000 sq. ft. 654.20" 652.48 Pharmacy - Drugstore 1,123.69' 1,120.72 Nursery - Garden Center 850.46 848.21 Automobile Care Center 261.68 260.99 Car Sales 461.79 460.57 Supermarket 1,123.69 1,120.72 Convenience Market - No Gas 2,085.75 2,080.24 Service Station 669.60 667.82 Restaurant - Non -Fast Food 1,789.44 1,784.70 Fast Food Restaurant w/Drive Thru 3,628.89 3,419.31 TRANSIENT IHotel/Motel I Per Room 1 $ 111.60 1 $ 114.30 1 City of Sanford Unified Police Fire and Recreation Impact Fees Effective September 1, 2016 RESIDENTIAL UNIT POLICE FIRE RECREATION Single Family Per Dwelling Unit Per Dwelling Unit 374.90 373.91 1086.29 Multi -Family (2DUs and above) 374.90 280.43 1086.29 INDUSTRIAL Industrial - Manufacturing 1,000 sq. ft. 155.26 154.84 0 Warehousing 1,000 sq. ft. 98.45 98.20 0 Mini Marehousing 1,000 sq. ft. 71.95 71.75 0 INSTITUTIONAL All EducationaUDay Care Center 1,000 sq. ft. 268.86 268.15 0 Church 1,000 sq. ft. 132.54 132.19 0 Hospital 1,000 sq. ft. 204.49 203.94 0 Nursing Home/ALF Bed 194.38 193.86 0 OFFICE Office 1,000 sq. ft. 261.28 260.59 0 Medical Office/Clinic 1,000 sq. ft. 473.34 472.09 0 RECREATIONAL Movie Theater 1,000 sq. ft. 196.91 196.39 0 Racquet/Tennis 1,000 sq. ft. 287.79 287.03 0 Health/Fitness 1,000 sq. ft. 670.24 668.48 0 RETAIL Retail 1,000 sq. ft. 643.74 642.04 0 Pharmacy - Drugstore 1,000 sq. ft. 1,105.72 1,102.80 0 Nursery - Garden Center 1,000 sq. ft. 836.86 834.65 0 Automobile Care Center 1,000 sq. ft. 257.49 256.82 0 Car Sales 1,000 sq. ft. 454.40 453.20 0 Supermarket 1,000 sq. ft. 1,105.72 1,102.80 0 Convenience Market - No Gas 1,000 sq. ft. 2,052.40 2,046.97 0 Service Station Per Pump 658.89 657.14 0 Restaurant - Non -Fast Food 1,000 sq. ft. 1,760.82 1,756.17 0 Fast Food Restaurant w/Drive Thru 1,000 sq. ft. 3,570.86 3,561.43 0 TRANSIENT Hotel/Motel I Per Room 109.81 1 $ 109.52 1 0 RAIA TY — Document A107 2007 Standard Form of Agreement Between Owner and Contractor for a Project of Limited Scope AGREEMENT made as of the Second day of November in the year Two Thousand Seventeen ADDITIONS AND DELETIONS: In words, indicate clap, n onth and }year.) The author of this document has added information needed for its BETWEEN the Owner: completion. The author may also Naine, legal status, address and other infor/rralion) have revised the text of the original AIA standard form. An Additions and Boulevard Plaza LLC, a Florida Limited Liability Company Deletions Report that notes added 3200 N Military Trail, 4th Floor information as well as revisions to Boca Raton, FL 33431 the standard form text is available James Hanson from the author and should be 352) 989-2240 reviewed. A vertical line in the left margin of this document indicates and the Contractor: where the author has added Marne, legal status, address and other information) necessary information and where the author has added to or deleted R.A. Rogers Construction Co., LLC from the original AIA text. 234 N Westrnonte Drive, Suite 2000 This document has Important legal Altamonte Springs, FL 32714_ consequences. Consultation with an Robert W. Drane attorney is encouraged with respect 407) 339-4001 to Its completion or modification. for the following Projecl: Narne, location and detailed description) Boulevard Shopping Center, Suite 300 Landlord Improvements (LA Fitness) 300 W Lake Mary Blvd., Sanford, FL 32773 The. Architect: Na ne, legal slalus, address and other- irrforniation) Schroeder Architects 3118 E. Shadowlawn Ave, NE Atlanta, GA 30305 David Schroeder 404)733-2626 The Owner and Contractor agree as follows. AIA Document A107"' - 2007. CopyrightID 1936. 1951, 1956, 1961. 1963, 1966, 1970. 1974, 1975. 1967. 1997 and 2007 by The American Institute of L Architects. All rights reserved. WARNING: This AIAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in seven civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 10.5023 on 11/14/2017 under Order No. 44655961103 which expires on 06/Q1r2016, and Is not foe resale User Notes: (3 a9ADA 1 F) Issuance of Building Permit and Letter to Proceed by Owner. ^ 2.2 The Contract Time shall be measured from the date of commencement. 430 2.3 The Contractor shall achieve Substantial Completion of the entire Work not later than ninety ( Q days from the date of commencenlem, or as follows: Insert nni{fiber of calendcu• dcrys..11tei•nalively. a calendtrr• date miry be used when coor•tlinaled with the dine of commencement. Ijapproln•i ile, insert requirenrenis fire earlier Subweinlicd Completion of c•erlain portions of the 11'or•b. ) Portion of Work Substantial Completion Date subject to adjustments of this Contract Time as provided in the Contract Documents. insert previsions, if arrv, for liquidated danurges relciting to failure to achieve Substanticd Completion on lime orfor bones payments for early completion of the i i-k) ARTICLE 3 CONTRACT SUM 3. 1 Th'e Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be one aof the following: Check the appropriate box) X ] Stipulated Sum, in accordance with Section 3.2 below Cost of the Work plus the Contractor's Fee, in accordance with Section 3.3 below j Cost of the Work plus the Contractor's Fee with a Guaranteed Maximum Price, in accordance with Section 3.4 below Based oil the selection above, complete Sectiirn 3.2, 3.3 or 3.4 below.) 3. 2 The Stipulated Sum shall be $One Million Eight Hundred Forty -Seven Thousand and rt/100 (S 1,847,000.00 subject to additions and deductions as provided in the Contract Documents. 3. 2.1 The Stipulated Sum is based upon the following alternates, if any, which are described in t ntra Documents and are hereby accepted by the Owner: Slate the numbers or other identific•ution of incepted alternates. IJ the.bielding or proposal documents permit the Owner to (iccept other alternates subsequent to the execution of this Agreement, auctc•h it scheditle oJ'suc•h other a alternatesshowingthemount for eerch and the dale it -hen thal cunuirni expires.) 3. 2.2 Unit prices, if any: identify and stale the unit price, and state the quantity limitations, if ciny. to which the unit price hill be appliccihle.) Item Units and Limitations Price Per Unit ($0.00) 3. 2.3 Allowances included in the stipulated sum, if any: ldentiJ), allolranc•e and state exclusions. if tiny. Join the cillowunce price.) Item Allowance AIA Document A107'" — 2007. Copyright 0 1936. 1951. 1958, 1961. 1963, 1986. 1970, 1974. 1978. 1987, 1997 and 2007 by The American Institute of It. Architects. AN rights reserved. WARNING: This AIAa Document is protected by U.S. Copyright Law and International Treaties. Unauthorized 3 reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penakles, and will be prosecuted to the Amaximumextentpossibleunderthelaw. This document was produced by AIA software at 10:50 23 on 1111412017 under Order No. 4465596803 which expires on 0810112018. and is not for resale. User Notes: (389ADA 1 F) This Al;rement entered Prime(l name and Lille) of the day and year first written above. CONTRA CTO igminrre) Primed name and rifle) AIA Document A1071" — 2007. CopyrightlD 1936, 1951, 1958, 1961. 1963, 1966. 1970. 1974, 1978. 1907. 1997 and 2007 by The American Institute of Init. Architects. All rights reserved. WARNING: This AIAe Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized 20reproductionordistributionofthisAIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the f maximum extent possible under the law. This document was produced by AIA software at 10 50;23 on 11/1412017 under Order No. 4465596803 which expires on 0810112015, and is not for resale. User Notes: (389ADAIF) CLERIC OF 1'iiF C120JIT COURT "~4w 'AND COAAPPI01.i.r11 SWUM E C UNT2' IiDr1 BY a' This Instrument Prepared By: Date FU ERIt Name: David J. Wiener, P.A. 17 Address: 3200 N. Military Trail, 41' Floor Boca Raton, FL 33431 Permit # / / 5763 Folio # 11-20-30-523-0000-0010 NOTICE OF COMMENCEMENT Fee Owner) GRANT MALOY, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY. 9023 Pss 1082-1083 QPss) CLERK'S 4 2017118427 RECORDED 11/22/2017 03:10:56 P11 RECORDING FEES $18.50 RECORDED BY ,iecl<enro The undersigned hereby gives notice that improvements 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: SEE EXHIBIT "A" Street Address, if available: 3 v D w - LA ie1E M A'2 k rj (Vice 2. General description of improvements: riv-z v / ;, tE¢ v R tZ ;E N e11JA--?7uA% 3. Owner information: a. Name and address: Boulevard Plaza LLC, 3200 N. Military Trail, 41' Floor, Boca Raton, FL 33431 b. Interest in property- FEE SIMPLE 4. Contractor: a. Name and address: A A T2 o to ' CKIA412 b. Phone number c. Fax num er. optional, if service by fax is acceptable) 5. Surety: a. Name and address: b. Phone number. c. Amount of bond $ 6.. Lender. a. Name and address: First Green Bank, 18251 US Highway 441, Mount Dora, Florida 21757 b. Phone number. f 1 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: David J. Wiener, P.A., 3200 N. Military Trail, 4" Floor, Boca Raton, FL 33431 b. Phone number. (561) 989-2910 8. In addition to the above named, the Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Lisa McCulloch, 3200 N. Military Trail, 41 Floor, Boca Raton, FL 33431 (561) 989-2240 9. Expiration date of notice of commencement: , 20 Expiration date is (1] year from the date of recording unless otherwise specified above). 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. Sigmture•of Owner's Authorized Officer: Boulevard Plaza C, a Florida limited liability company By: STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me this day of , 20 11 , by Jorge Morell, Vicerum President of Boulevard Plaza LLC, a Florida limited liability company, who is personally known o me. VSignatureofNotaryPublic YV SEAL) Print Name: 1 y V VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated herein are true, to the best of my knowledge and belief. Boulevard Pl LLC, a Florida limited liability company B tip+' - USA MARIEVELAZOUQ MY COMMISSION S GG 006426 EXPIRES: June 28, 2020 P',tttQr' Bonded TNu Notary PublicUndeiwrilen: MARIEVELAZOUQ MY COMMISSION S GG 006426 EXPIRES: June 28, 2020 P',tttQr' Bonded TNu Notary PublicUndeiwrilen: Exhibit "A" Legal Description Main Shoaainar Center Folio # 11-20-30-523-0000-0010 Lot 1, of Boulevard Plaza Subdivision Replat, according to the plat thereof as recorded in Plat Book 81, Pages 62 through 65, Public Records of Seminole County, Florida. 11 0 INSPECTION SEQUENCE BP# 17-2553 ADDRESS: 300 West Lake Mary Blvd GAS PERMIT Min Max Inspection Description Gas Underground Piping 10 Gas Rough -In 1000 Gas Final ` Medical Gas Rough -In Medical Gas Final HOOD SYSTEM PERMIT Y. Min Max Max Inspection Description Hood System Rough Hood System Insulation Light/Water Test Ck Welds Hood System Final ROOFING PERMIT Min Max. Ins ection Description Roof Dry -In Final Roof REVISED: June 2014 INSPECTION SEQUENCE BP# 17-2553 _ ADDRESS: 300 West Lake Ma Blvd ` Tt 0'w1Wd kiyr BUILDING PERMIT Min Max Inspection Description 10 Footer / Setback Stemwall 10 Slab / Mono Slab 10 Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In 10 Frame Insulation Rough Firewall Screw Pattern Drywall / Sheetrock 10 Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'1) 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 Final Commercial — 1000 Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough 10 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final PLUMBING PERMIT Min Max Inspection Description 10 Rough Plumb Plumbing Underground Plumbing 2"d Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough 1000 Plumbing Final MECHANICAL PERMIT - Min Max Inspection Description 10 Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap 1000 Mechanical Final I'"^VISED: June 2014 N AUG 2 1, 2017 CITY OF SANFORD r. BUILDING & FIRE PREVENTION PERMIT APPLICATION n Application No: y Documented Construction Value: $ 1,000,000 Boulevard Shopping Center , Job Address: 300 West Lake Mary.Blvd., Suite 300 - Sanford, Florida 32773 Historic District: Yes No x Parcel ID: 11-20-30-518-0000-0050 'Residential Commercial x Type of Work: New Addition Alteration El Repair Demo 0 ' Change of Use El Move Description of Work: Landlord interior demolition, selective exterior demolition, and shell- modifications for future LA Fitness tenant. LA Fitness tenant work will immediately follow shell work, under a separate client and permit. Plan Review Contact Person: Kevin Cliff, Schroeder Architects Title: Project Manager Phone: 678-904-4998 Fax: N.A. Email: KCliffrcDschroeder-architects.com Property Owner Information Name _Woolbright Development. Inc.. Contact: Jim Hanson Phone: 407-595-9989 r Street: 2121 E.'Semoran Blvd. l Resident of property? : Unoccupied. City, State Zip: Apopka, Florida 32703 Contractor Information Name Not selected at this time: Submitting for plan review only. Phone: ~ Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: Schroeder Architects, David Schroeder s Phone: 404-733-2626 Street: 3118 E. Shadowlawn Ave. NE Fax: N.A. City, St, Zip: Atlanta, Georgia 30305 E-mail: David@schroeder-architects.com Not applicable. Submitting for plan Not applicable. Submitting for plan Bonding Company: review only. Mortgage Lender: review only. Address: 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 understand1that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. l. 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 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. Name Signature of Notary -State of Florida Date DONNA MOOSER Notary Public - State of Florida commission # GG 067002 m. Foc goyd hnwghNlalonalNolaryAscn. Own own to Me or Produced ID Type of ID Qr r- NM•• Signature ofContractor/Agent Date (jO• At33l00;%. Po S roc r- f Pri n or/ V6. NOT 9 Sk' ent' s Name r yZ, = Q j i.AUBL12 i.00 Signature of Notary -State of Florida Date d I"/ OUN-T - ;`, Signed by Schroeder Architects as Agent. 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: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: 'WASTE WATER: 4;1*k7 r ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application DATE: I BUSINESS/PROJECT NAME: ADDRESS: CONTACT NAME: `I ev.-J CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 PERMIT NUMBE l 5 PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER []HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO o TOTAL FEES: U e • ;' AUG z , Z0% CITY OF SANFORD Dyg UILDING & FIRE PREVENTION PERMIT APPLICATION ? aa0 3 -r Application No: Documented Construction Value: $ Boulevard Shopping Center Job Address: 300 West Lake Mary Blvd., Suite 300 - Sanford, Florida 32773 Historic District: Yes No x Parcel ID: 11-20-30-518-0000-0050 Residential Commercial x Type of Work: New Addition Alteration FAI Repair Demo 0 Change of Use x Move Description of Work: Landlord interior demolition, selective exterior demolition, and shell modifications for'future LA Fitness tenant. LA Fitness tenant work will immediately follow shell work, under a separate client and permit. Plan Review Contact Person: Kevin Cliff, Schroeder Architects Title: Project Manager Phone: 678-904-4998 Fax: N.A. Email: KCliff(@schroeder-architects.com 730, 66e 10(fj Property Owner Information Name Woolbriclht Development, Inc.. Contact: Jim Hanson Phone: 4o7-595-9989 Street: 2121 E. Semoran Blvd. Resident of property? : Unoccupied: City, State Zip: Apopka, Florida 32703 Contractor Information Name Not selected at this time. Submitting for plan review only. Phone: Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: Schroeder Architects, David Schroeder Phone: 404-733-2626 Street: 3118 E. Shadowlawn Ave. NE Fax: N.A. City, St, Zip: Atlanta, Georgia 30305-1- E-mail: David@schroeder-architects.com Not applicable. Submitting for plan Not applicable. Submitting for plan Bonding Company: review only. -Mortgage Lender: review only. Address: 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 Appli anon / 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. 111111//// nature of weer/ g Date ignature of Contractor/Agent Date Q.••jsAlSSlpNAti•. PRAZCI Jte" Name a scaPriGen r/ ert'sNae-Z/-int wrier/ Aggnt'sQ=. VOA NU oBrLg1G9 ` oyj== 2a• Signature of Notary - State of Florida ON as dh Date DONNA MOOSER Notary Public — State of Florida 0 Commission # GG 06702FF`o•' My Comm. Expires Feb 19.2021 Bond through National NotaryAasn. Own own to Me or Produced ID Type of ID Signature of Notary - State of Florida Date Signed by Schroeder Architects as Agent. 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: !NIA Occupancy Use: -OVI-4 Flood Zone: Total Sq Ft of Bldg: N/Q- ' Min. Occupancy Load: of Stories: e Avg New Construction: Electric - # of Amps /.ZOO Plumbing - # of Fixtures AIA Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes No TE WATER: i BUILDING: Revised: June 30, 2015 Permit Application til`Gl dSig M 7 r E , AU z , 2017 p CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 1,000,000 Boulevard Shopping Center Job Address: 300 West Lake Mary Blvd., Suite 300 - Sanford, Florida 32773 Parcel ID: 11-20-30-518-0000-0050 Historic District: Yes No x Residential Commercial x Type of Work: New Addition Alteration 0 Repair Demo x Change of Use El Move Description of Work: Landlord interior demolition, selective exterior demolition, and shell modifications for future LA Fitness tenant. LA Fitness tenant work will immediately follow shell work, under a separate client and permit. Plan Review Contact Person: Kevin Cliff, Schroeder Architects Title: Project Manager Phone: 678-904-4998 Fax: N.A. Email: KCliffO-schroeder-architects.com Property Owner Information Name Woolbright Development, Inc.. Contact: Jim Hanson Phone: 407-595-9989 Street: 2121 E. Semoran Blvd. Resident of property? : Unoccupied. City, State Zip: _Apopka. Florida 32703 Contractor Information Name Not selected at this time. Submitting for plan review only. Phone: Street: Fax: City, State Zip: State License No.: t Arch itectlEngineer Information Name: Schroeder Architects, David Schroeder Phone: 404-733-2626 Street: 3118 E. Shadowlawn Ave. NE City, St, Zip: Atlanta, Georgia 30305 Not applicable. Submitting for plan Bonding Company: review only. ' Address: Fax: N.A. E-mail: David@schroeder-architects.com Not applicable. Submitting for plan Mortgage Lender: review only. 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. a • QW, •. i Print Owner/Agent's Name Signature of Notary -State of Florida Date DONNA MOOSER Notary Public — State of Florida Commission # GG 067002 My Comm. Expires Feb 19.2021 F gp d thioughNellonalNouryAun. Own own to Me or Produced ID Type of ID gt 111111////' gnature of Contractor/Agent Date `% 4k •.O A1331py. Po&S kper fa OT Fiq may' v O Sct DC,1 (A4C s • ye aPrinor/ ent's Name p • VBLA1G t? r.i r• 06 2 Signature of Notary -State of Florida Date 0%r// O(J'N-T, Signed by Schroeder Architects as Agent. Contractor/Agent is Personally Known to Me or Produced ID IType 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: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No UTILITIES: (5• - 2 WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application i f iii'M' \`d til\4lc IS59 AUG 2 1 2017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No. Documented Construction Value: S 1,000,000 Boulevard Shopping Center. Job Address: 300 West Lake Mary Blvd., Suite 300 - Sanford, Florida 32773 Historic District: Yes No x Parcel ID: 11-20-30-518-0000-0050 Residential Commercial x Type of Work: New Addition Alteration x Repair Demo 0 Change of Use x Move Description of Work: Landlord interior demolition, selective exterior demolition, and shell modifications for future LA Fitness tenant. LA Fitness tenant work will immediately follow shell work, under a separate client and permit. Plan Review Contact Person: Kevin Cliff, Schroeder Architects Title: Project Manager Phone: 678-904-4998 Fax: N.A. Email: KCliff(c-)schroeder-architects.com- Property Owner Information ' Name Woolbright Development. Inc.. Contact: Jim Hanson Phone: 407-595-9989 Street: 2121 E. Semoran Blvd Resident of property? : Unoccupied. City, State Zip: Apopka, Florida 32703 Contractor Information 1 Name Not selected at this time. Submitting for plan review only. Phone: Street: City, State Zip: Fax: State License No.: Architect/Engineer Information Name: Schroeder Architects, David Schroeder Phone: 404-733-2626 Street: 3118 E. Shadowlawn Ave. NE , Fax: N.A. City, St, Zip: Atlanta, Georgia 30305 Not applicable. Submitting for plan Bonding Company: review only. Address: E-mail: David@schroeder-architects.com Not applicable. Submitting for plan Mortgage Lender: review only. 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. 1 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. DONNA) MOOSER Nola I Public — Slate of Florida?; • `_ Commission # GG 067002 osF.?.•"' 9ayid olhrougm. Expires 'eNoaryAun. Own own to Me or Produced ID Type of ID ignatureofContractor/Agent Date Q'I .•W- 183lpN•.; C // 0 Pri n or/ ent's Name r = = Q NON, o : •. Signature of Notary -State of Florida Date // 0 O(JlNT ;`` Signed by Schroeder Architects as Agent. 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: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction:.' Electric - # of Amps Fire Sprinkler Permit: Yes No y#doff Heads APPROVALS: ZONING: 5-24-0- UTILITIES: ENGINEERING: COMMENTS: 1I Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Schroeder Architects Architecture .. Interiors .. Urban Design 3118 East Shadowlawn Avenue, NE Atlanta, Georgia 30305 Phone 404.733.2626 August 17, 2017 City of Sanford Building Permits Department 300 N. park Avenue Sanford, Florida 32772-1788 Re: Boulevard Shopping Center Suite 300 — Landlord Improvements To Whom It May Concern, We are submitting landlord improvements to the empty retail space at Boulevard Shopping Center, 300 West Lake Mary Blvd., Suite 300. This work includes interior demolition, selective exterior demolition, and building shell modifications to accommodate the future LA Fitness tenant. The tenant work will immediately follow the landlord improvements. The tenant work will be submitted under a separate client and permit. Please note that we are only submitting for plan review at this time. The work has not been bid, nor has a contractor been selected. We are submitting the following information: 5) copies of the drawings — wet sealed and signed. 1) copy of the completed permit form. 1) copy of the completed product approval form. 2) copies of the installation details for each product listed on the product approval form. 2) copies of the Mayne Coating, Longboard Siding Structural Opinion Letter. 3) copies of the energy code compliance forms for mechanical and electrical. Please note that the building envelope energy code compliance is not included as the building is existing construction. 1) CD containing pdfs of the drawings, installation details, Longboard siding letter, and energy code calculations. 1) plan review fee check. Please note that the door hardware sets for this project are on the sheet with the door hardware schedule. Sincerely, Kevin Cliff Schroeder Architects 3118 East Shadowlawn Ave, NE Atlanta, Georgia 30305 Phone: 678.904.4998 Email: KCliff@schroeder-architects.com Cc: N.A. Page I of T \PR0i--IN70764 LAF Sanfo,&Zorrespondence\C_Commum tlon\7_Ptsn ReA—\SencNr,bat BuddlnQ Depa t —t SubmRtA(\BuAdlnq Department Submitbt Letter do Schroeder Architects Architecture Interiors Urban Design 3118 East Shadowlawn Avenue, NE Atlanta, Georgia 30305 Phone 404.733.2626 August 17, 2017 City of Sanford Building Permits Department 300 N. park Avenue Sanford, Florida 32772-1788 Re: Boulevard Shopping Center Suite 300 — Landlord Improvements To Whom It May Concern, We are submitting landlord improvements to the empty retail space at Boulevard Shopping Center, 300 West Lake Mary Blvd., Suite 300. This work includes interior demolition, selective exterior demolition, and building shell modifications to accommodate the future LA Fitness tenant. The tenant work will immediately follow the landlord improvements. The tenant work will be submitted under a separate client and permit. Please note that we are only submitting for plan review at this time. The work has not been bid, nor has a contractor been selected. We are submitting the following information: 5) copies of the drawings — wet sealed and signed. 1) copy of the completed permit form. 1) copy of the completed product approval form. 2) copies of the installation details for each product listed on the product approval form. 2) copies of the Mayne Coating, Longboard Siding Structural Opinion Letter. 3) copies of the energy code compliance forms for mechanical and electrical. Please note that the building envelope energy code compliance is not included as the building is existing construction. 1) CD containing pdfs of the drawings, installation details, Longboard siding letter, and energy code calculations. 1) plan review fee check. Please note that the door hardware sets for this project are on the sheet with the door hardware schedule. Sincerely, I % 2 pA c.KA6 S Kevin Cliff Schroeder Architects 3118 East Shadowlawn Ave, NE Atlanta, Georgia 30305 Phone: 678.904.4998 Email: KCliff@schroeder-architects.com Cc: N.A. Page I of I TAPROI-17V70264 LAF SanforcNCorrespondence\,,Commun6-atlan\7_Plan Review\S—Nnitlal Bulldhq Department SubrNttfiMv1td1ng Department Submittal Letter tl c PERMIT # /7 - s'1 6 COMcheck Software Version 4.0.7.0 8 e Interior Lighting Compliance Certificate s,Q> Project Information Energy Code: 2014 Florida Building Code, Energy Conservation Project Title, Boulevard Shopping Center Suite 301 Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 300 West Lake Mary Blvd. PA James F. Turner Engineers, LP Sanford, FL 32773 8340 Meadow Road, Suite 160 Dallas, TX 75231 Additional Efficiency Package 214.750.2900 Reduced interior lighting power. Requireinents are implicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power A B ' C D Area Category Floor Area Allowed Allowed Watts M) Watts / ft2 (B X C) 1-Retail 15589 1.30 20266 Total Allowed Watts = .20266 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 1-Retail LED 1: B: LED Panel 55W: 2 122 56 6832 Total Proposed Watts = 6832 jr Linhtinn PARRF_R- Dpcinn 660/. hatter than cede 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 applica The proposed interior lighting systems have been designed to meet the 2014 Florida Building Code, Energy Conservatio re uirements in COMcheck Version 4.0.7.0 and to comply with any applicable mandatory requirements listed in the Ins ist. 17 rtidti," • /a/W 7 Name - Title SlQna_4 Date Project Title: Boulevard Shopping Center Suite 301 Report date: 09/28/17 Data filename: F:\63025\63025-Fancy Fruit-2014-4.0.6.2.cck Page 1 of 15 a ht y OFFICE City of Sanford PERMIT Building and Fire Prevention Product Approval Specification Form Permit # Boulevard Shopping Center Project Location Address 300 West Lake Mary Blvd., Suite 300 - Sanford, Florida 32773 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Sliding Sectional Roll Up Overhead Door Corp. Model 625 15960.1 Automatic Other eco winging Doors evere mdstorm Resistant Door and Frame 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category/Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation See low -slope roofing systems below. Waterproofing Built up roofing System Firestone (Patch and repair of existing roofing) SBS Asphalt Roofing FL9840R12M, System No. S-142. Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating See low -slope roofing systems above. Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7, Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name WIL.l,r- TIkF LI.. Please Print) June 2014 Lti t OFFICE PERMIT # /77 ,2s S`-? Windstorm Door Installation Instructions For Use With FL 4553 Stiffness Class I Max. Door r- , Configuration Max. Min. Design Load Min. Latch Throw (in) Lock Side - Min. Latch Hardware Type i .Type r.• Size Gauge Strength (lbf) Medallion k Legion Cylindrical Lock, Ultra Inswing/ 30 x 70 18 60 1/2" cylindrical 630 Mortise Lock Regent Outs_wing Single 3/4" mortise Deadbolt not Y Omega" 4tv `' required) Fue o Medallion Legion 1/2" cylindrical, 1" deadlock Cylindrical Lock x Ultra - Inswing/ 30 x 70 18 70 3/4" mortise, 1" deadbolt 735 Deadlock, Mortise Regent Outswing• - Single' 1/2" act latch, 1" deadbolt Lock w/deadbolt, Omega ICL) Interconnected lock Fue o Medallion Mortise Lock Legion Ultra Outswing 30 x 80 18 60 3/4" mortise, 1" deadbolt 4 720 w/deadbolt, Rim Regent- Single n/a rim/vertical rod exit Exit, Vertical Rod Omega Exit Medallion Cylindrical Lock, Legion 1/2" cylindrical Mortise Lock Ultra Outswing-' 30 x 70 18 60 3/4" mortise lock 630 Deadbolt not Regent Single n/a mortise/rim/vertical required), Mortise Omega rod exit Exit, Rim Exit, Fue o Vertical Rod Exit Medallion Legion-- Mortise Lock Ultra Outswing 40 x 80 16 70 3/ 4" mortise 1" deadbolt 1120 w/ deadbolt, Regent.. Single n/a rim/vertical rod exit Rim Exit, Vertical Omega- Rod Exit Fue o Mortise Lock Medallion w/deadbolt (active) Legions 80 x 80 3/ 4" mortise, 1" deadbolt / Surface Bolts Ultra Outswing pair 16 70 1'/4" surface bolt 1120 inactive), Vertical n/ a rim/vertical rod exit Rod x Vertical Rod mega Exit, Rim Exit x LtifRegentMullionfness Class -I Continued on next page Glass lights may limit design loads.. See details to follow for additional information. Louvers are excluded from use with Trio and Trio-E Doors Optional All Door Series - 1/2" max. diameter cutout for viewer. PaCecoDoor Page 1 of 16 AMA AUDY in Windstorm Door Installation Instructions For Use With FL 4553 Stiffness Class I -. Max. Door Max. Min. Design Min. Latch Throw Lock Side - Min. Configuration Type Size Gauge Load (in) Latch Strength Hardware Type lbf) psf Mortise Lock Fuego Outswing 80 x 80 16 70 3/4" mortise 1" deadbolt / 1120 w/deadbolt (active) Pair lYa"surface bolt, Surface Bolts inactive Medallion Regent Inswing/ 40 x 80 14 3/a" mortise, 1" deadbolt 2400 Multi -Point Lock Imperial Outswing Single 150 w/deadbolt Medallion Multi -Point Lock Regent Inswing/ 80 x 80 14 3/4" mortise 1" deadbolt / 2400 w/deadbolt (active) Imperial Outswing Pair 150 1 '/a" surface bolt Surface Bolts inactive Trio Inswing/ 30 x 70 Yz" cylindrical Cylindrical Lock, Trio-E Outswing Single 18 100 3/4" mortise lock 1050 Mortise Lock w/ deadbolt function TrioTrio - Cylindrical Outswing Sin e0 18 100 3/4" rim exit 1050 Rim Exit Lock x 1/2" cylindrical Deadlock, Mortise Trio Inswing/ 60 x 70 i"deadlock Lock w/ deadbolt Trio-E Outswing Pair 18 70 3/a" mortise lock, 735 function (active), 1" flushbolt Flush Bolt or Surface Bolt (In- active) Trio Inswing/ 40 x 80 1/2" cylindrical Cylindrical Lock, Trio-E Outswing Single 18 70 3/4" mortise lock 1120 Mortise Lock w/ deadbolt function Trio Outswing 40 x 80 18 70 3/4" rim exit 1120 Rim Exit Trio-E Single 3/4" rim exit x 3/4" rim exit Rim Exit Trio 80 x 80 X Hardware Mullion Trio-E Outswing Pair 18 70 3/a" Vertical Rod Exit x 1120 3/4" Vertical Rod Exit Vertical Rod Exit x Vertical Rod Exit Cylindrical Lock x Deadlock, Trio Yz cylindrical Mortise Lock Inswing/ 80 x 80 18 70 1"deadlock 1120 w/Deadbolt Trio-E Outswing pair 3/4" mortise lock Function (active) Flush Bolt or Surface Bolt Inactive Glass lights may limit design loads. See details to follow for additional information. Louvers are excluded from use with Trio, Trio-E. Glass lights and louvers are excluded from use with 150 PSF Doors. CCecoDoor Page 2 of 16 AMA ABLOY Windstorm Door Installation Instructions For Use With FL 4553 Stiffness Class 11 Max. Lock Side - Door t _ - Configuration Max. Min. Design Min. Latch Min. Latch Throw (in) Hardware Type Type--- Size Gauge Load Strength sf Ibf Cylindrical Lock, Imperial Inswing/ 30 x 70 18 60 2" cylindrical 630 Mortise Lock Versadoor Outswing~"••' Single 3/4" mortise Deadbolt not required) 30 x 70 18 70 1/2" cylindrical, 1" deadlock 3/4" mortise 1" deadbolt 735 Cylindrical Lock x Deadlock, Mortise Lock w/deadbolt, Imperial Inswing/ Versadoor Outs_ wing ._ Single 1/2" act latch, 1" deadbolt Interconnected ICL) lock Imperial- Inswing/—"" 30 x 80 18 60 3/4" mortise 1" deadbolt 720 Mortise Lock Versadoor Outswin Sin le w deadbolt Cylindrical Lock, 1/2" cylindrical Mortise Lock Imperial Outswing 30 x 70 18 60 3/4" mortise 630 Deadbolt not Versadoor t--- --- Single n/a mortise/rim/vertical required), Mortise rod exit Exit, Rim Exit, Vertical Rod Exit Mortise Lock imperial Outswing 30 x 80 18 60 3/4" mortise, 1" deadbolt 720 w/deadbolt, Rim Versadoor Single n/a rim/vertical rod exit Exit, Vertical Rod Exit Imperial- Inswin /--"- 16 70 3/4" mortise, 1" deadbolt 1120 Versadoor 0utswin Sin le w deadbolt Mortise Lock Imperial MOutswing -- 40 x 80 Single 16 70 3/4" mortise 1" deadbolt 1120 w/deadbolt, Versadoor n/a rim/vertical rod exit Rim Exit, Vertical Rod Exit Imperial Outswin g"` 60 x 70 18 60 n/a rim exit 630 Rim Exit x Mullion Versadoor Pair t Mortise Lock Imperial Outswing 80 x 80 16 3/4" mortise 1" deadbolt / 1120 w/deadbolt Versadoor Pair+/- 70 11/4" surface bolt active) / Surface Bolts inactive Imperial Inswing/ 40 x 80 14 3 a" mortise, 1" deadbolt 2400 Multi -Point Lock Outswin Single' 150 w deadbolt Multi -Point Lock Imperial Inswing/ 80 x 80 14 3/4" mortise, 1" deadbolt / 2400 w/deadbolt Active) Outswing Pair 150 1 1/4" surface bolt Surface Bolts Inactive Glass lights may limit design loads. See details to follow for additional information. Louvers are excluded from use with Trio, Trio-E. Glass lights and louvers are excluded from use with 150 PSF Doors. Meco Door - Page 3 of 16 ASM ABLOY T , I Windstorm Door Installation Instructions For Use With FL 4553 Vertically Stiffened Door CONSTRUCTION DETAILS LOCK AND HINGE EDGES ARE BEVELED 1/8- IN 2- (1 16) SOLWRE EDGE OPTIONAL HINGE PREPARATION14 GAGE REINFOR REINFORCEMENTD 0 2 3 5 BHANNEL OPTIONAL) ISEWELDED TO BOTH FACEER 16 GAGETOPCSHEETSFIBERGLASSINSULATION BETWEEN 18 GAGE CAP CHANNEL IS SCREWED STIFFENERS — MINIMUM TO INVERTED CHANNEL (OPTIONAL) DENSITY 0 5 PCF l CLOSER REINF. 1 14Gox6' x20' r LOCK BOTTOM flf ( FACE SHEET f / fsi/ EDGE VERTICAL SECTION I f) THRU TOP OF DOOR I I f) Jft(I STANDARD: CENTER EDGE SEAM VERTICAL EDGE SEAMS ARE VISIBLE WITH 18 GAUGE BACKUP CHANNEL FULL HEIGHT OF DOOR I WITH OPTIONAL RONDO FILLED OR WELDED fL1 J SEAMLESS EDGE AVAILABLE I' 1_ 3/4- TOP FACE SHEET , OPTIONAL' TAB k SLOT MECHANICAL INTERLOCK II' WELD SEAMED EDGES GROUND SMOOTH ARE OPTIONAL f HINGE 1 - 3/4' EDGE LOCK PREPARATION HORIZONTAL SECTION THRU LOCK EDGE RECESSED 16 GAGE BOTTOM CHANNEL IS SPOT WELDED TO BOTH FACE SHEETS VERTICAL SECTION THRU BOTTOM OF DOOR Note: 1. Drawing Not To Scale 22 GAGE FORMED STEEL STIFFENERS 20 GAGE AND GALV STEEL OPTIONAL) POSITIONED NOT MORE THAN 6' APART AND SPOT WELDED TO BOTH FACE SHEETS AT 5' O.C. MAX HORIZONTAL SECTION THRU VERTICAL STIFFENER Medallion Steel - Stiffened Core Door Details C=—Ceco Door Page 4 of 16 ASM ABIAY v If HINGE PREPARATION BOTTOM FACE SHEET Windstorm Door Installation Instructions For Use With FL 4553 TRIO DOOR LOCK EDGE IS BEVELED 1/8- IN 2- CONSTRUCTION DETAILS HINGE EDGE IS PERPENDICULAR TO FACES HINGE BACKSET IS 1/4- (VARIES PER CONDITION) s 14 GAGE CLOSER REINFORCEMENT INVERTED (16 GAGE MIN.. 14 GA. kW ) TOP OPTIONAL) CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 18 GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL) POLYURETHANE INSULATION BETWEEN STIFFENERS DENSITY : 1.8-2.0 LBS/CUBIC FOOT 22 GA LINER RVETICAL SECTION THRU TOP OF DOOR LOCK 1 TOP FACE SHEET GE-/ E LOCK PREPARATION FACE SHEETS 18 GAGE CRCO STEEL (STANDARD) 16 GAGE CRCQ STEEL (OPTIONAL) GALVANIZED ( A60) STEEL (OPTIONAL) OPTIONAL CONTINUOUS BEAD OF STRUCTURAL D0 2 9,513 LANGES APPLIED BOTTOMSKIN 16 OR 18 GA. (WELDING OPTIONAL) VERTICAL EDGES ARE WELDED THE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN COMPLETELY SEAMLESS HINGE AND LOCK EDGES. 22 GA 1-3/4- LINER VERTICAL EDGES ARE CECO' S STANDARD HORIZONTAL SECTION TAB & SLOT THRU LOCK EDGE MECHANICAL INTERLOCK STANDARD 22 GAGE (20 or 18 GAGE OPTIONAL) FORMED STEEL STIFFENERS. POSITIONED NOT MORE THAN 6- APART. AND WELDED TO 22 GAGE LINER (5- O.0 MAX.). 22 GA LINER 22 GA STIFFENER HORIZONTAL SECTION THRU VERTICAL STIFFENER INVERTED ( 18 CAGE MIN.. 14 GA MAX) BOTTOM CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 22 GA LINER 5 8- MIN. 1 MAX' VERTICAL SECTION THRU BOTTOM OF DOOR Trio Steel -Stiffened Core Door Details PRecoDoor ASSA ABLOY Page 5 of 16 Windstorm -Door Installation Instructions For Use With FL 4553 TRIO-E DOOR CONSTRUCTION DETAILS 14 GAGE CLOSER REINFORCEMENT HINGE (OPTIONAL) PREPARATION POLYURETHANE INSULATION BETWEEN STIFFENERS DENSITY : 1.8-2.0 LBS/CUBIC FOOT BOTTOM FACE SHEET EDGEK TOP FACE SHEET LOCK PREPARATION FACE SHEETS 18 GAGE CRCO STEEL (STANDARD) 16 GAGE CRCO STEEL (OPTIONAL) GALVANIZED (A40) STEEL (OPTIONAL) OPTIONAL CONTINUOUS BEAD OF STRUCTURAL D0 2 9 6 B AGE APPLIEDTTTOM SKIN" LOCK EDGE IS BEVELED 1/8- IN 2- HINGE EDGE IS PERPENDICULAR TO FACES HINGE BACKSET IS 1/4- (VARIES PER CONDITION) INVERTED (16 GAGE MIN. 14 GA. MAX.) TOP CHANNEL SPOT OR PROJECTION WELDED TO TOP h BOTTOM SKIN 18 GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). 22 GA VERTICAL SECTION LINER THRU TOP OF DOOR 16 OR 18 GA (WELDING OPTIONAL) VERTICAL EDGES ARE WELDED THE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN COMPLETELY SEAMLESS HINGE AND LOCK EDGES. 22 GA 1-3/4" LINER VERTICAL EDGES ARE HORIZONTAL SECTION CETAB STANDARD TAB & SLOT THRU LOCK EDGE MECHANICAL INTERLOCK STANDARD 22 GAGE (20 or 18 GAGE OPTIONAL) FORMED STEEL STIFFENERS. POSITIONED NOT MORE THAN 6' APART. AND WELDED TO 22 GAGE LINER (S" O.0 MAX.). 22 GA LINER 22 GA STIFFENER HORIZONTAL SECTION THRU VERTICAL STIFFENER INVERTED ( 18 GAGE MIN.. 14 GA MAX.) BOTTOM CHANNEL SPOT OR PROJECTION WELDED TO TOP h BOTTOM SKIN 22 GA LINER 5 8* MIN. t MAX. VERTICAL SECTION THRU BOTTOM OF DOOR Trio- E Steel -Stiffened Core Door Details Meco Door Page 6 of 16 ASM ABIAY D Windstorm Door Installation Instructions For Use With FL 4553 HING PREPARA ION\ See Section "E" of R3791 \ Volume 1 for Hinge Options) \\\ FACE SHEET Glazed Trio/Trio—E LOCK EDGE,IS BEVELED 1/6- IN 2- CONSTRUCTION DETAILS HINGE EDGE IS PERPENDICULAR TO FACES HINGE BACKSET IS 1/4- (VARIES PER CONDITION) INVERTED (16 GAGE MIN.. 14 GA. MAX) TOP CHANNEL SPOT OR PROJECTION WELDED 14 GAGE CLOSER TO TOP A BOTTOM SKIN REINFORCEMENT REQUIRED WITH RIM EXITS IS GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL) DPOLYURETHANE INSULATION STIFFENERS f!LENSITYDENSITY1.8-2.0 LBS/CUBIC FOOT 22 GA TOP FACE HE EDGE TOP FACE SHEET T \ FACE SHEETS to GAGE CRCO STEEL (STANDARD) 16 GAGE CRCO STEEL (OPTIONAL) GALVANIZED (A60) STEEL (OPTIONAL) I VERTICAL SECTION LINER THRU TOP OF DOOR 16 OR 16 GA. (WELDING OPTIONAL) VERTICAL EDGES ARE WELDED THE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN COMPLETELY SEAMLESS HINGE AND LOCK EDGES. EDGE STIFFENER 22 GA 1-3/4' LINER VERTICAL EDGES ARE HORIZONTAL SECTION CECO'S STANDARD THRU LOCK EDGE TAB t SLOT MECHANICAL INTERLOCK r EDCE STANDARD 22 GAGE (20 or 16 GAGE OPTIONAL) FORMED STEEL STIFFENERS, POSITIONED See Section "F'& "G" NOT MORE THAN 6- APART, AND WELDED of R3791 Volume 1 TO 22 GAGE LINER (5. O.0 MAX.). for Lock Options) 22 GA LINER 22 GA STIFFENER HORIZONTAL SECTION OPTIONAL THRU Tno-E VERTICAL STIFFENER CONTINUOUS BEAD OF STRUCTURAL ADHESIVE APPUED TO BOTH FIANCES OF BOTTOM SKIN STANDARD 22 GAGE (20 or 16 GAGE OPTIONAL) FORMED STEEL STIFFENERS, POSITIONED NOT MORE THAN 6- APART, AND WELDED TO 22 GAGE LINER (5. O C MAX.). 22 GA LINERlj::-'22A STIFFENER HORIZONTAL SECTIOND0323THRUTrioVERTICALSTIFFENER INVERTED (16 GAGE MIN., 14 GA MAX) BOTTOM CHANNEL SPOT OR PROJECTION WELDED TO TOP a BOTTOM SKIN 22 GA LINER se- MIN 1_MAX' VERTICAL SECTION THRU BOTTOM OF DOOR Glazed Trio/Trio-E Core Door Details Available with Rim Exit or Vertical Rod Only) CCeco Door Page 7 of 16 ASM ABLAY D Windstorm Door Installation Instructions For Use With FL 4553 LOCK EDGE IS BEVELED 1/8" IN 2" (1:16) POLYSTYRENE DOOR SQUARE EDGE OPTIONAL CONSTRUCTION DETAILS INVERTED (16 GAGE MIN., 14 GA. MAX.) TOP CHANNEL SPOT OR PROJECTION WELDED TO TOP do BOTTOM SKIN 14 GAGE CLOSER 18 GAGE CAP CHANNEL IS SCREWED REINFORCEMENT TO INVERTED CHANNEL (OPTIONAL). HINGE (OPTIONAL) CLOSER REINF. PREPARATION 14GA. 20" LONG POLYSTYRENE CORE: (Optionol) 11b/ft' UL LISTED ASSEMBLE WITH ADHESIVE _ BOTTOM _ _ FACE SHEET APPLIED TO BOTH SIDES). VERTICAL SECTION THRU TOP OF DOOR LEDGE VERTICAL EDGES ARE CECO'S STANDARD TAB h SLOT MECHANICAL INTERLOCK WELD SEAMED EDGES GROUND SMOOTH ARE OPTIONAL I I I I 1 3/4" OPTIONAL: CENTER EDGE SEAM VERTICAL EDGES ARE CONTINOUSLY WELDED WITH 18GA MINIMUM BACKUP ANGLE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN SEAMLESS TOP FACE SHEET ----- HINGE k LOCK EDGES T 1-3/4• LOCK PREPARATION HORIZONTAL SECTION THRU LOCK EDGE INVERTED (18 GAGE MIN., 14 GA. MAX) BOTTOM CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 8 8" MIN. 1" MAX. VERTICAL SECTION D 0 2 5 5 B THRU BOTTOM OF DOOR Polystyrene Core Door Details CCeco Door Page 8 of 16 ASSA ABL OY r, Windstorm Door Installation Instructions For Use With FL 4553 Honeycomb Core Door CONSTRUCTION DETAILS HINGE PREPAR, B[ FACT HINGE EDGE D0238B LOCK EDGE IS BEVELED I/0' IN 2' (116) SQUARE EDGE OPTIONAL INVERTED (16 GAGE MIN., 14 GA MAX) TOP CHANNEL SPOT OR PROJECTION WELDED TO TOP L BOTTOM SKIN 18 GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL.). TrCLOSER REINF. 14GA. x 20' LONG Optional) VERTICAL SECTION THRU TOP OF DOOR LOCK VERTICAL EDGES ARE CECO'S STANDARDEDGE TAB L SLOT MECHANICAL INTERLOCK VELD SEAMED EDGES GROUND SMOOTH ARE OPTIONAL I-3/4' OPTIONAL. CENTER EDGE SEAM VERTICAL EDGES ARE CONTINOUSLY WELDED WITH 16GA MINIMUM BACKUP ANGLE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN SEAMLESS HINGE k LOCK EDGES EllI-3/4' HORIZONTAL SECTION THRU LOCK EDGE INVERTED (18 GAGE MIN, 14 GA. MAX) BOTTOM CHANNEL SPOT OR PROJECTION WELDED TOj TOP L BOTTOM SKIN I 5/8' MIN r I' MAX. VERTICAL SECTION THRU BOTTOM OF DOOR Honeycomb Core Door Details Meco,Door ASSA ABLAY Page 9 of 16 Windstorm Door Installation Instructions For Use With FL 4553 Polyurethane Foam Core Door CONSTRUCTION DETAILS HINGE PREPAR BI FACT EMBOSSED SK OPTIONAL HINGE EDGE I UL 1/L1 LOCK EDGE IS BEVELED 1/8' IN 2' 016) SQUARE EDGE OPTIONAL INVERTED (16 GAGE MIN, 14 GA. MAX.) TOP CHANNEL SPOT OR PROJECTION WELDED TO TOP L BOTTOM SKIN 18 GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). CLOSER REINF. I4GA x 20' LONG Optional) M CORE VERTICAL SECTION THRU TOP OF DOOR LOCK VERTICAL EDGES ARE CECO'S STANDARD EDGE TAB L SLOT MECHANICAL INTERLOCK WELD SEAMED EDGES GROUND SMOOTH ARE OPTIONAL OPTIONAL CENTER EDGE SEAM VERTICAL EDGES ARE CONTINOUSLY WELDED WITH 18GA MINIMUM BACKUP ANGLE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN SEAMLESS HINGE h LOCK EDGES I HORIZONTAL SECTION THRU LOCK EDGE INVERTED (18 GAGE MIN., 14 GA. MAX.) BOTTOM CHANNEL SPOT OR PROJECTION WELDED TO1TOP L BOTTOM SKIN 1 4 5/8' MIN j- I' MAX. VERTICAL SECTION THRU BOTTOM OF DOOR Polyurethane Core Door Details Meco Door Page 10 of 16 ASSA ABLOY Windstorm Door Installation Instructions For Use With FL 4553 Mineral Core Door LOCK AND HINGE EDGES ARE BEVELED 1/0- IN 2- (1 16) CONSTRUCTION DETAILS SQUARE EDGE OPTIONAL RECESSED 16 GAGE TOP CHANNEL IS WELDED TO BOTH FACE SHEETS HINGE PREPARATION14 GAGE CLOSER 18 GAGE CAP CHANNEL IS SCREWED l` REINFORCEMENT TO INVERTED CHANNEL (OPTIONAL) OPTIONAL) 3/ 16 US GYPSUM IREDOOR COREBOARD CLOSER REINF. Assemble With Adhesive 14GaK6'K2O' pplied To Both Surfaces) / VERTICAL SECTION THRU TOP OF DOOR FAr LOCK CEE SHEET j EDGE STANDARD: CENTER EDGE SEAM VERTICAL EDGES ARE CON WELDED WITH 18GA MINIMUM BACKUP ANGLEGLE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN SEAMLESS HINGE do LOCK EDGES I /4 OPTIONAL: TAB Qc SLOT MECHANICAL INTERLOCK WELD SEAMED EDGES GROUND SMOOTH ARE OPTIONAL TOP FACE SHEET I HINGE HORIZONTAL SECTION EDGE LOCK PREPARATION THRU LOCK EDGE RECESSED 16 GAGE BOTTOM CHANNEL IS SPOT WELDED TO BOTH FACE SHEETS 3/16" lo D 0 2 6 2 B VERTICAL SECTION THRU BOTTOM OF DOOR Mineral Core Door Details CCeco Door ASSA ABLAY Page 11 of 16 c E Windstorm Door Installation Instructions For Use With FL 4553 ie<_ M wwGLAZING (OPTIONAL) 1/4' MAKROLON POLYCARBONATE SHEET BY SHEFFIELD PLASTICS TYPE 1 VISION LIGHT KIT SEE LIMITATIONS BELOW 22 112' MAX j6' EXPOSED i I GLASS 6' MIN I I 0 750' nin 1 33 112' MAX. NOTE: EXPOSED SURROUND CHANNEL GLASS LENGTH IS EQUAL TO CUT—OUT IN DOOR FOR VISION LIGHT KIT. — 625' OPTIONAL PR FILES GLASSLAM SAFETY PLUS 2 LAMINATED GLASS MUST BE GLAZED WITH DOW CORNING 995 SILICONE MULTIPLE KITS NOT ALLOWED 4650' 187`. GLAZING SHI AS NEEDEE wGLAZING GLASSLAM SAFETY PLUS 2 LAMINATED GLASS TYPE 2 VISION LIGHT KIT SEE LIMITATIONS BELOW 24' MAX iMIN EXPOSED I GLASS 6' MIN I I 66' MAX. EXPOSED GLASS MULTIPLE KITS ALLOWED DESIGN LOAD = +/- 60 PSF DESIGN LOAD +/- 60 PSF IMPACT RATING = 350 FT LBF IMPACT RATING = 350 FT LBF NOT AVAILABLE WITH TRI OR TRI-E VISION LIGHT KIT DETAILS NOTES, U 1/8 1/2 • PERIMETER OF VISION LIGHT KIT CLOSED CELL FOAM TAPE PER VISION LIGHT VISION LIGHT 2) 06 X 11/4' OVAL HEAD TEK SCREW - CORNER WELD MAXIMUM SCREW HOLE SPACING IS 975' ON CENTER DETAIL 3) GLASSLAM SAFETY PLUS 2 LAMINATED GLASS O O/ ( 4 SPOT WELDS 4) 18 GA. (.043) MIN. TYPE 2 VISION LIGHT KIT AT EACH CORNER ) 5) 14 GA (068) MIN PIECES SURROUND CHANNEL 4 PER VISION LIGHT 6) 1/4' MAKROLON POLYCARYONATE SHEET D0254 DOW CORNING 995 SILICONE Applied Glass Kit Details Meco Door Page 12 of 16 ASSA ABLAY GLAZING AS NEE Windstorm Door Installation Instructions For Use With FL 4553 GLAZING GLASSLAM SAFETY PLUS 2 LAMINATED GLASS TYPE 2 VISION LIGHT KIT SEE LIMITATIONS BELOW - 32" MAX 6 EXPOSED MIN GLASS 6" MIN I I 42" MAX. EXPOSED GLASS MULTIPLE KITS NOT ALLOWED DESIGN LOAD = +/- 70 PSF IMPACT RATING = 350 FT LBF D0322 VISION LIGHT KIT DETAILS VISION LIGHT CORNER WELD DETAIL 1 4 SPOT WELDS IW CORNING AT EACH CORNER ) 5 SILICONE 4 GLASSLAM SAFETY PLUS 2 LAMINATED GLASS MUST BE GLAZED WITH DOW CORNING 995 SILICONE NOTES: 1) 1 /8 1 /2 PERIMETER OF VISION LIGHT KIT CLOSED CELL FOAM TAPE PER VISION LIGHT 2) /6 X 1 1/4- OVAL HEAD TEK SCREW - MAXIMUM SCREW HOLE SPACING IS 8.250' ON CENTER AND 3.5" MAX. FROM ENDS 3) GLASSLAM SAFETY PLUS 2 LAMINATED GLASS 4) 18 GA (.043) MIN. TYPE 2 VISION LIGHT KIT 5) 20 GA (.032) MIN. GAGE SURROUND CHANNEL Applied Glass Kit Details Trio/Trio-E PXecoDoor ASSA ABLAY Page 13 of 16 Windstorm Door Installation Instructions For Use With FL 4553 D0256 TYPE "A" 375" l" X 4" Foom Tope N8 X 1 }" Phil. F.H. TEK Screw 500"' Spotwelds 3" Max. From End do 12" Max. On Center 625" Spotwelds J" Max. From End k B" Max. On Center VXI" Foam Tape 500" 750" X J" Double J Sided Tope NOTES: 1) Gloss is 1/4" Makrolon Polycorbonate 2\ M,,ltinle kits not allowed rio—E or Imperiol/Versadoor TYPE "B" 420" p8 X 1 J" Phil. F.H. TEK Screw Spotwelds J" Max. From End & 8" Max. On Center 22" MAX 6 EXPOSED MIN GLASS 6" MIN I I 33 1/2" MAX. EXPOSED GLASS DESIGN LOAD = +/— 60 PSF IMPACT RATING = 350 FT LBF Flush Welded Glass Kit Details P:Cec0000r Page 14 of 16 AMA ABLOY I, i" X 4" Foam Tape 500" 750" X a" Double Sided Tape Windstorm Door Installation Instructions For Use With FL 4553 TYPE "C" D0258 TYPE "D" 625" i" X i" Foam Tape 8 X 1 J" Phil. F.H. TEK Screw Dow Corning 625" .500" 995 Silicone Spotwelds J" Max. From End & 8" X. On Center Spotweids 3' Max. From End & 12" Mox. On Center NOTES: 1) Glass is Glosslom Safety Plus II 2) Multiple kits allowed 22" Trio/Trio-1, or Imperial/Versodoor 6„ MAX IMIN EXPOSED GLASS 6" MIN I I 66" MAX. EXPOSED GLASS DESIGN LOAD = +/— 60 PSF IMPACT RATING = 350 FT LBF Alternate Flush Welded Glass Kit Details C=—Ceco Door ASSA ABLOY 625" 8 X 1 J" Phil. F.H. TEK Screw Dow Corning 995 Silicone Spotwelds J" Max. From End & 4" Max. On Center Page 15 of 16 SECURITY GRILLE E) Windstorm Door Installation Instructions For Use With FL 4553 LOUVER INSTALLATION NOTES' 1. DESIGN PRESSURE - 70 PSF MAX. (OUTSWING ONLY). 2. MARKAR WLV60 LOUVER WITH SECURITY GRILLE SHOWN. 3. ANY LISTED LOUVER MAY BE USED 4. MAXIMUM LOUVER SIZE IS 34X 78'. 5. 6' MINIMUM STILES AND RAILS. 6. MULTIPLE LOUVERS ALLOWED PER DOOR 7. NOT AVAILABLE WITH TRI OR TRIO-E INTERIOR 1636• 730 PTIONAL END CHANNEL SURROUND PROFILES 16x• . 625' I300• L 18 GA. MIN. URROUND CHANNEL Louver Details CCeco Door D0274 Page 16 of 16 ASSA ABIAY L Windstorm Frame Installation Instructions For Use With FL 4553 F0260 RI OPnONAL 4" FACE FRAME HEAD W fl 3070 t 100 PSF MAX. DESIGN LOAD 4080 t 70 PSF MAX. DESIGN LOAD 4" MIN ./14" MAX. DEPTH 16 GA MIN. KID OR WELDED (12 GA. WELDED) IMPACT RATING = 350 FT—LBF II II II II II II — II II II II I I I I OPTIONALIIII HARDWAREIIII OR HM Illl JII MULLION _ lil Ili — II II II II DOUBLE SWING II II II II II I II II — II II II II u _u 8080 MAX. 4" MIN./14" MAX. DEPTH 16 GA. MIN. KD OR WELDED (12 GA. WELDED) DESIGN LOAD - +/-70 PSF IMPACT RATING = 350 FT—LBF ANCHORS do METHOD OF ATTACHMENT ANCHOR TYPE LOCATION EO — PIPE do SLEEVE BUTTERFLY UP TO 3070 MAX.) 12" MAX. FROM EACH WOOD BUCK END do 19" O.C. 3/8" X 6" LAG SCREW EO — PIPE do SLEEVE BUTTERFLY UP TO 3070 MAX.) 12" MAX. FROM EACH MASONRY BUCK END k 19" O.C. 3/8" X 6" EXPANSION SHELL MASONRY "T" — GROUTED 16" — 24" O.C. Head: 3/8" x 6" Expansion Shell) O GROUT JOINTS WIRE MASONRY — GROUTED 16" — 24" O.C. Head: 3/8" x 6" Expansion Shell) O GROUT JOINTS WOOD STUD METAL STUD 6", 6" do EOUAL — 21" MAX. FOR INTERMEDIATE SPACES NO FLOOR ANCHORS) Poured In Place Wall NA FOR DOUBLE SWING FRAMES WITH 4' FACE FRAME HEADS, (2) EO ANCHORS REWIRED WHEN INSTALLED IN MASONRY WALL OR (2) STUD ANCHORS REWIRED WHEN INSTALLED IN STUD WALL. LOCATION OF ANCHORS TO BE 16' FROM CENTERUNE OF FRAME HEAD, OR CAN BE GROUTED FULL WITH 2O00 PSI MIN. CONCRETE. FOR SIZES 6070 OR LESS REFER TO TABLE ABOVE. THREE -SIDED FRAMES Trio k Tno—E Opening Sizes Over 6070 Pairs LOCATION O Jomb:12"Mox. From Each End & 19" O.C. O Head: (4) Total Req'd, 9" Max. From Centerline of Head, 9" Max, from Each Hine Jamb O Jamb:12"Mox. From Each End & 19" O.C. O Head- (4) Total Req'd, 9" Max. From Centerline of Head, 9" Max. from Each Hinge Jamb O Jomb:16"-24" O.C.O Grout Joints C= Head: (4) Total Req'd, 9" Max. from Centerline of Head, 9" Max. From Each Hinge Jamb. O Jamb:16"-24" O.C.O Grout Joints Head: (4) Total Req'd, 9" Max. from Centerline of Head, 9" Max. From Each Hinge Jamb. O Jomb:6", 6" k Equol-21" Max for Intermediate Spaces. O Head: (4) Total Req'd, 6" Max. From Centerline of Head, 6" Max from Each Hinge Jamb NA CCeco Door Page 1 of 13 A%A ABLY F0277 B DIMPLED WDLES 001H FACES Windstorm Frame Installation Instructions For Use With FL 4553 2" I- VARIES HINGE JAMB PROFILE Q111--r, F d z' z1. V7ARiE5 s VARIES FRAME HEAD at LOCK JAMB' PROFILE 3070 MAX, IIN,/14" MAY, DEPTH 16 GA. WELDED ONLY DESIGN LOAD = .+/-,6a PSF (WITHOUT DEADBOLT) DESIGN LOAD = +/-70 PSF (WITH DEADBOLT) IMPACT RATING = 350 FT- LB F ANCHORS & METHOD OF ATTACHMENT. ANCHOR TYPE LOCATION PLUMB ANCHOR TOP .PLUMB ANCHOR_ 0 STD LOCATION .& WOOD STUD SCREW BT_M PLUMB ANCHOR OR 15" MAX. FROM METAL STUD SCREW BTM. ,OF FRAME, TWO-PIECE THREE -SIDED FRAME MecoDoor Page 2 of 13 ASSA ABLOY Windstorm Frame Installation Instructions For Use With FL 4553 F0291 10a, 96" Max. Opening FRAME MATERIAL 14 GAGE (067 MIN ) COLD ROLLED KD OR WELDED (12 GA WELDED) Head Anchor (Bolts Only) Locations OR ZED (A6O) STEEL DESIGN LOAD=+/-15D PSF 4" MINN FFRARAME DEPTH IMPACT RATING= 35D FT-LBF 4" Max. 4" Max, 3 Anchors Equally Spaced (see note #3) I 2" Min. I B I 4" Max 193mn.) lintel 96 " Max. Opening 625'' Max. 6" TMTax. T m12ga ( OMm O headlintel D n r B o Cr n D m : 3 nc o r c i 0o cn 6" Max. C B-- Intertior View Pair Notes 1) 8080 max. for pairs, 4080 max for singles. Single openings are described in active leaf of pair. 2) EO anchor locations shown. MT or WM jamb anchors are optional EO bolts only option for header 3) ( 2) EO bolts in header up through 3'0" singles. (3) bolts up through 40" singles. 4) bolts up through 60" pairs and (5) bolts up through 8'0" pairs. 4) Hinge (4.5 x 4.5 x 180) locations are Ceco standard. Curries & Fleming locations are optional or+/- 1" of any locations tested 5) Frame header is reinforced for 12 gauge lintel. 6) Frame is prepared for approved Mufti -point lock and surface bolts for pairs and approved Multi -point lock for singles. 7) Frame header is prepared for surface bolt strike Preparation is In door rabbet for inswing as shown and preparation is in soffit for outswing. THREE - SIDED FRAME PcecoDoor ASSA ABWY gljl! ACC Page 3 of 13 Windstorm Frame Installation Instructions For Use With FL 4553 F0260_A OPTIONAL 4' FACE FRAME HEAD 3070 MAX. 4" MIN./14" MAX. DEPTH 16 GA. MIN. KID OR WELDED (12 GA. WELDED) DESIGN LOAD = +/-100 PSF IMPACT RATING = 350 FT-LBF Kw PNOW ANCHORS & METHOD OF ATTACHMENT ANCHOR TYPE LOCATION EO - PIPE & SLEEVE BUTTERFLY UP TO 3070 MAX.) 12" MAX. FROM EACH WOOD BUCK END & 19" O.C. 3/8" X 6" LAG SCREW EO - PIPE.& SLEEVE BUTTERFLY UP TO 3070 MAX.) 12" MAX. FROM EACH MASONRY BUCK END & 19" O.C. 3/8" X 6" EXPANSION SHELL MASONRY "T" - GROUTED 16" - 24" O.C. GROUT JOINTS WIRE MASONRY - GROUTED 16" - 24" O.C. GROUT JOINTS WOOD STUD 6", 6" & EQUAL - 21 " MAX. METAL STUD NO FLOOR ANCHORS) FOR INTERMEDIATE SPACES Poured In Place Wall NA THREE SIDED FRAMES PC=Door ASSA ABIAY Page 4 of 13 t Windstorm Frame Installation Instructions For Use With FL 4553 12'-8" MAX. NOTE DOOR _ OPENING I SEE ILLUSTRATION /4 OF THIS SECTION FOR ALTERNATE FRAME ELEVATIONS. 7 1. DESIGN PRESSURE _ +/— 60 PSF IMPACT RATING = 350 FT—LBF 2 ALL FRAME PERIMETERS Sc HEADS OF F0261 5" FASTENERS SEALED WITH SILICONE GLAZING DIM. 8" DIM. A DIM. A DIM. A FRAME FACES DIM. A MATERIAL MIN. MAX. 3. CORNER CONSTRUCTION = WELDED ONLY MAX. MAX. MAX. MAX GLASSLAM4ANCHORSSEECHARTBELOW 5 FRAME DEPTH = 4" MIN. / 14" MAX. SAFETY PLUS 2 36" 72" 36" 94" 2" 4" 16 GA MIN. LAMINATED- 6. DOOR OPENING = 3•—O" X 8'-0" SINGLE MAX6. U X 8 -U YAMS MAX. BEDDING IS CLOSED CELL FOAM TAPE 1/6' X 1/2' AND DOW CORNING 995 STRUCTURAL 7. STOP HEIGHT = 5/8" MIN. SILICONE. 1 3/4" STEEL STIFFENED, HONEYCOMB, POLYURETHANE. MINERAL CORE OR FULL & HORIZONTAL POLYSTYRENE CORE PANELS (18 Go Min - 14 Go Max) MAY BE USED IN LIEU OF 8. HEIGHT VERTICAL 6 GLASSLAM. PANELS ARE WELDED TO FRAME WITH WELDS LOCATED ON THE SIDES 3' MAX. MULLIONS MUST BE REINFORCED WITH FROM EACH END & 3' MAX OC & ON THE TOP & BOTTOM 3' MAX. FROM EACH END & 2) 10-GAUGE X 3/4 X FRAME DEPTH AT 12' MAX. O.C. THE WELDS ARE MIN 1/4" WELDS X 1/2' LONG PANELS TO BE C" CHANNELS INSTALLED BACK TO INSTALLED IN EXTERIOR (OUTSIDE) RABBET. WELDS ARE LOCATED WHERE PANEL ABUTS BACK TO FORM SIMULATED "I" BEAM. CCC n1C "A -A' FRAME SOFFIT. PANELS ARE SEALED WITH SILICONE. ANCHORS & METHOD OF ATTACHMENT ANCHOR TYPE LOCATION EO - PIPE & SLEEVE OR BUTTERFLY WOOD BUCK 3/B' X 6" LAG SCREW O JAMB 12' MAX. FROM SILL, 8" FROM HEAD & 20' O.0 O HEAD 2" FROM EACH VERTICAL MEMBER & 14" O.C. O SILL 2" FROM EACH VERTICAL MEMBER & O MIDSPAN EO - PIPE & SLEEVE OR BUTTERFLY MASONRY BUCK 8" X 6" EXPANSION SHELLSO O JAMB 12" MAX FROM SILL, 8" FROM HEAD & 20" O.C. O HEAD 2-FROM EACH VERTICAL MEMBER & 14" O.C. SILL 2" FROM EACH VERTICAL MEMBER & O MIDSPAN WIRE MASONRY OR MASONRY "T' - GROUTED, WELDED TO STEEL HEADER, EO OR BUTTERFLY - 3/8- X 6" BOLTS O JAMB 8" MAX. FROM EACH END & 16" O.C. O HEAD WELDED TO STEEL CHANNEL HEADER O SILL 2" FROM EACH VERTICAL MEMBER & O MIDSPAN WELDED TO STEEL BUCK O JAMB 5" MAX. FROM SILL & 27.5" MAX. 0 C O H WELDED TO STEEL CHANNEL HEADER' O SILL 2" FROM EACH VERTICAL MEMBER & O MIDSPAN WOOD STUD METAL STUD NO FLOOR ANCHORS) O JAMB 5" MAX. FROM SILL & 27.5" MAX. O.C. HEAD 1--2- MAX FROM EACH VERTICAL MEMBER & 14' O.0 O SILL 1 2" FROM EACH VERTICAL MEMBER & O MIDSPAN FOR 6' & UP HEAD MEMBERS. FOR HEADS LESS THAN 6'. LOCATE ANCHORS 2' MAX. FROM EACH VERTICAL MEMBER & O MIDPOINT OF SPAN. 1/4' THICK MAX. SHIM PLATES (2' WIDE X 7' LONG OR TO SUIT JAMB DEPTH) WELDED TO STEEL CHANNEL & FRAMES WELDED TO SHIM PLATES. SHIM PLATES TO BE 1-1/4' GREATER THAN JAMB DEPTH. HEADER WELDS LOCATED 3' FROM EACH JAMB & 3' FROM EACH SIDE OF VERTICAL MULLIONS & O MIDPOINT OF SPAN OF HEAD ABOVE DOORS. WELDS ARE MIN 3/16" X 1' LONG. SHIM PLATES ARE PROVIDED BY OTHERS. AFTER WELDING FRAME TO SHIMS. CAULK GAPS BETWEEN FRAME AND STRUCTURAL STEEL CHANNEL WHERE SHIM PLATES ARE VOID. SIDE LITE AND TRANSOM FRAMES I DEPTH - 1/4" 0-GAUGE 0 750 0.750 ETAIL "A —A,' Meco Door Page 5 of 13 A-SS-A- AEWY A Windstorm Frame Installation Instructions For Use With FL 4553 12'-8" MAX. F0262 A.. B., .'A" "B" „B" A.. 17 IC..,, A TIC , 10'-6" MAX. A„ C" 1. DESIGN PRESSURE _ +/— 60 PSF IMPACT RATING - 350 FT—LBF 2. ALL FRAME PERIMETERS & HEADS OF FASTENERS SEALED WITH SILICONE. 3. CORNER CONSTRUCTION = WELDED ONLY 4. ANCHORS = SEE CHART BELOW 5 FRAME DEPTH = 4" MIN. / 14" MAX. 16 GA MIN. 6 STOP HEIGHT 5/8" MIN. 7 FULL HEIGHT VERTICAL & 6' HORIZONTAL MULLIONS MUST BE REINFORCED WITH 2) 10—GAUGE X 3/4" X FRAME DEPTH C" CHANNELS INSTALLED BACK TO BACK TO FORM SIMULATED "I" BEAM. SEE DETAIL "A —A". GLAZING FRAME FACES DIM. B" DIM. C" MAX. EXPOSED DIM. A MATERIAL GLAZED AREA MIN. MAX. MAX. MAX. in' GLASSLAM SAFETY PLUS 2 2" 4" 72" 94" 3384 LAMINATED GLASS BEDDING IS CLOSED CELL FOAM TAPE 1/6" X 1/2' AND DOW CORNING 995 STRUCTURAL SILICONE 1 3/4" STEEL STIFFENED, HONEYCOMB, POLYURETHANE. MINERAL CORE OR POLYSTYRENE CORE PANELS (16 Go 16n - 14 Go Max) MAY BE USED IN LIEU OF GLASSLAM PANELS ARE WELDED TO FRAME WITH WELDS LOCATED ON THE SIDES 3" MAX FROM EACH END & 3" MAX O.C. & ON THE TOP & BOTTOM 3" MAX. FROM EACH END & AT 12" MAX O.C. THE WELDS ARE MIN 1/4- WELDS X 1/2" LONG PANELS ARE SEALED WITH SILICONE. ANCHORS & METHOD OF ATTACHMENT ANCHOR TYPE LOCATION EO — PIPE & SLEEVE OR BUTTERFLY WOOD BUCK 3/8" X 6" LAG SCREW O JAMB 12" MAX. FROM SILL, 8' FROM HEAD &'20" O.C. O HEAD 2" FROM EACH VERTICAL MEMBER & 14" O.C. O SILL 2" FROM EACH VERTICAL MEMBER & O MIDSPAN EO — PIPE & SLEEVE OR BUTTERFLY MASONRY BUCK 8" X 6" EXPANSION SHELLSO O JAMB 12" MAX. FROM SILL, 8" FROM HEAD & 20" O.C. O HEAD 2" FROM EACH VERTICAL MEMBER & 14" O.C. SILL 2" FROM EACH VERTICAL MEMBER & O MIDSPAN WIRE MASONRY OR MASONRY 'T" — GROUTED, WELDED TO STEEL HEADER, EO P&S OR BUTTERFLY — 3/'88" X 6" BOLTS O JAMB 8" MAX. FROM EACH END & 16' O.C. O HEAD WELDED TO STEEL CHANNEL HEADER O SILL 2" FROM EACH VERTICAL MEMBER & O MIDSPAN WELDED TO STEEL BUCK O JAMB 5" MAX. FROM SILL & 27.5" MAX O.C. 0 H WELDED TO STEEL CHANNEL HEADER O SILL 2" FROM EACH VERTICAL MEMBER & O MIDSPAN WOOD STUD METAL STUD NO FLOOR ANCHORS) O JAMB 5" MAX. FROM SILL & 27.5" MAX. O C. 9 HEAD 12" MAX. FROM EACH VERTICAL MEMBER & 14" O.0 O SILL 2" FROM EACH VERTICAL MEMBER & O MIDSPAN FOR 6' ! UP HEAD MEMBERS. FOR HEADS LESS THAN 6'. LOCATE ANCHORS 2" MAX. FROM EACH VERTICAL MEMBER t O MIDPOINT OF SPAN 1/4" THICK MAX SHIM PLATES (2" WIDE X 7- LONG OR TO SUIT JAMB DEPTH) WELDED TO STEEL CHANNEL k FRAMES WELDED TO SHIM PLATES. SHIM PLATES TO BE 1-1/4- GREATER THAN JAMB DEPTH. HEADER WELDS LOCATED 3" FROM EACH JAMB & 3' FROM EACH SIDE OF VERTICAL MULLIONS & O MIDPOINT OF SPAN OF HEAD ABOVE DOORS WELDS ARE MIN 3/16" X 1' LONG. SHIM PLATES ARE PROVIDED BY OTHERS. AFTER WELDING FRAME TO SHIMS. CAULK GAPS BETWEEN FRAME AND STRUCTURAL STEEL CHANNELWHERESHIMPLATESAREVOID BORROWED LITE FRAMES L DEPTH - 1/4" 0-GAUGE 0_750 0 750 ETAI L "A —A" Meco Door Page 6 of 13 MRSA. AB MY Windstorm Frame Installation Instructions For Use With FL 4553 I" BEAM CONSTRUCTION DETAILS 3/4" LEG OF "C' CHANNELS FULLY WELDED TO FRAME FRAME FACE CONTINUOUSLY WELDED CONTINUOUSLY WELDED ON BOTH ENDS AT SEAMS SEE NOTE 1 NOTE: 1. MULLIONS MUST RUN THROUGH HEADS, SILLS, OR JAMBS AND BE REINFORCED WITH 10 GAUGE "C" CHANNELS (ITEM 10) IF EQUAL TO OR GREATER THAN 6' IN LENGTH. 2. 10 GA. "C" CHANNELS MUST BE INSTALLED BEFORE WELDING TOGETHER. OFFSET 3/4" ON EACH END. 3. EQUALLY SPACED AT EACH END OF MULLION. FRAME CONSTRUCTION AND MULLION DETAIL Weco Door Page 7 of 13 AMA ABWY r r F0263 Windstorm Frame Installation Instructions For Use With FL 4553 TFRSL TFRSL TFRSL OPTION: ARCHED UNITS LSL RSL L j LPSL RPSL 2SL P2SL VARIES WINDOW FRAME ABOVE FLOOR TF TFLPSL ARCHED FRAMES TF2PSL TFRPSL SLOPED FRAMES WINDOW FRAME ON FLOOR ALTERNATE FRAME DESIGN C=—Ceco Door ASSA ABLAY Page 8 of 13 0 Windstorm Frame Installation Instructions For Use With FL 4553 F0282 CONVENTIONAL FRAME CORNER ASSEMBLY SLOTS FOR CORNER TABS R TABS JAMB SLOTS FOR JAMB TABS JAMB TABS Install rubber silencers before frome is setup to ovoid grout plugging holes. BEND CORNER TABS TOWARD INSIDE OF FRAME ---- 7— BEND JAN TOWARD ( OF FRAME DRYWALL FRAME CORNER ASSEMBLY T B x 1N MITER GUIDES PHSMSMS ff Bend Head 8 xPHSMS MINI UP AoTabs n HEAD JAM6 CORNER ASSEMBLY I DOOR OPG AT HEAD _ SPREADER SQUARING THE FRAME Typical wood.spreader must be square and made from lumber at least 1" thick. Length of spreader The installer should use wood spreaders, equals door opening width at the head. Cut clear— s carpenters level and a carpenters square. once notches for frame stops as shown. Spreader Set the frame in the desired location. Level must be nearly as wide as frame depth for proper head and plumb jombs. Shim under jambs if installation. necessary. KD FRAME CORNERS Meco Door Page 9 of 13 ASM ABLAY Windstorm Frame Installation Instructions For Use With FL 4553 Pocket Provided for 1/2' or 5/8" thick wall board Do Flush p with II O stud 2" h Snap —in type METAL STUD ANCHOR Pocket erovided for 1/2 or 5/8" thick wall board I Flush with Welded stud METAL STUD "Z" ANCHOR Pocket erovided for 1/2 or 5/8" thick wall board r5,8" Welded WOOD STUD "Z" STRAP ANCHOR 11010 r*41 EXISTING OPENING ANCHOR F0283 Welded METAL STUD "Z" ANCHOR Pocket erovided for 1/2 or 5/8" thick wall board 0 0 Flush 0 with stud 2" t Snop—in type WOOD STUD ANCHOR Used also for METAL STUD Walls) STUD WALL FRAME ANCHORS Memo= Page 10 of 13 ASSA ABLY Windstorm Frame Installation Instructions For Use With FL 4553 Snap -in type WIRE MASONRY ANCHOR YOKE AND STRAP MASONRY ANCHOR o Welded EXISTING OPENING ANCHOR POURED IN PLACE WALL F0284 A no MASONRY "T" ANCHOR Bend in field to fit. Snap -in type MASONRY "T" ANCHOR ADJUSTABLE) Welded STANDARD FLOOR ANCHOR MASONRY WALL FRAME ANCHORS PRecoDoor AS SA ABLOY Page 11 of 13 Windstorm Frame Installation Instructions For Use With FL 4553 P381 AND 3E 12' LONG PIECE OF P381 APPLIED ON LOCK JAMB DOOR RABBET STARTING AT SILL. REMAINDER OF JAMB IS P385. P385 1= 1 -1Q:IY PEMKO PEMKO P242 P261 NGTH OF P381 APPLIED ON AOLD STARTING AT THE LOCK JAMB. REMAINDER OF THRESHOLD WEATHERSTRIP IS P385. 7 7s zw 3 r=: 1 PEMKO PEMKO PEMKO P266 P381 P365 a 2 1 dJ I. --1a 7142 PEMKO PEMKO PEMKO PEMKO 312 5771 S44 315CN s PEMKO 346C PEMKO 2008 WEATHER STRIP FOR WATER INFILTRATI N SINGLE DOORS PER TAS DESIGN PRESSURE 50 PSF F0305 WATER INFILTRATION PREPARATIONS SINGLE SWING Reco Door Page 12 of 13 AMA ABLAY r.. Windstorm Frame'lnstallation Instructions For Use With FL 4553 4 ^ PAIR WITH RIM EXIT P385 AND HARDWARE MULLION P385 P266 P266 312 S44 312 i PAIR WITH HOLLOW METAL MULLION 312 P385 12' LENGTH OF P381 APPLIED ON BOTH MULLION RABBETS STARTING AT THE SILL. REMAINDER OF MULLION IS P385. rn PEMKO PEMKO PEMKO PEMKO PEMKO P242 P261 P266 P381 P385 4H 1 Ib PEMKO PEMKO PEMKO PEMKO 312 S771 S44 315CN n PEMKO 2008 0 PEMKO 346C PEMKO P255 WEATHER STRIP FOR WATER INFILTRATION PAIRS OF DOORS PER TAS 202 DESIGN PRESSURE 60 PSF F0306 WATER INFILTRATION PREPARATIONS STANDARD SWING PAIR Weco Door Page 13 of 13 SSA ABLY UNDERWRITERS LABORATORIES FOLLOW-UP SERVICE PROCEDURE DRAWN BY: BNR MANUFACTURING LOCATIONS PROJECT REF: TSO4CL57 Label for Windstorm Resistant Doors S31A, EXTERIOR SWINGING DOOR R27575 49 INACCORDANCE WITH ANSI/SDI-BHMA A250.13 STIFFNESS CLASS= U IMPACT RATING : 350 FT-LBS MCODOOF DESIGN LOAD RATING PSF0 ASSAABLOY 4YZ5 PRODUCT CONFORMS TO ASTM E330/E1886/E1996 & TAS-201 TAS-202 TAS-203 TEST PROTOCOLS 7000681 The label design has the following information: 1. UL classified logo 2. Ceco Door/ ASSA ABLOV logo 3. UL assigned Control Number 4YZ5 4. Complimentary classification (Classified Windstorm Resistant Door) 5. Stiffness Classification (1, If or 111) 6. Design Load Rating & Impact Rating 7. ANSI/ASTM/TAS Test Number References 8. Ceco part number (7000681) Labels will be metal with holes for fastener attachment. ISSUE Meco Door FILE : R27575 ASSAABLOY VOL: 1 SEC: 2 Windstorm Label Detail ILL: 9 UNDERWRITERS LABORATORIES INC. FOLLOW-UP SERVICE PROCEDURE DRAWN BY: TTH I MANUFACTURING & SERVICE CENTER LOCATIONS I PROJECT REF: TS03CL61 I! Label for Windstorm Resistant Frames EXTERIOR DOOR FRAME IN ACCORDANCE WITH ANSI/SDI-BHMA A250.13 WINDSTORM RESISTANCE IMPACTRATING : 350 FT-LBSDESIGN R27576 k! lp, LOAD RATING PSFALSO IANSI/ ASTM CLASSIFIED IN ACCORDANCE WITH E330, AN51/AST1I E16E6, ASTM E1996, TAS- 207, TAS-202 and/or TAS-203 7000746 r The label design has the following information: 1. UL classified logo 2. Ceco Door / ASSA ABLOY logo 3. UL assigned Control Number (4ZB l ) 4. Complimentary classification (Windstorm Resistant Frame) 5. Design Load Rating & Impact Rating 6. ANSI/ASTM/TAS Test Number References 7. Ceco part number (7000746) Labels will be metal with holes for fastener attachment. ISSUE Meco Door FILE: R27576 AWAABLQY VOL: 1 SEC: 1 WINDSTORM LABEL DETAIL (FRAMES) ILL: 7 W G. LL! V LL LLI 0 QOTRINITYIERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE I Table Deck Application Type Description Page 1A Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 6 16 Wood New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 6 1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 6-7 1D Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 7 1E-1 Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 8 1E-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 9 2A-1 Steel or Structural Concrete New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 10-17 2A-2 Steel or Structural Concrete New, Reroof (Tear -Off) or Recover B-2 Mech. Attached Thermal Barrier, Bonded Temp Roof, Bonded Insulation, Bonded Roof Cover 18-19 2B Steel or Structural Concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 20-25 2C Steel or Structural Concrete Nev;, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 26-27 3A Structural Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 28-37 3B Structural Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 37 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 38-50 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 51 4C-1 LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 52-55 4C-2 LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 56 5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 57 5B CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 57 SC CWF New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 58 5D CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 58 5E CWF New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 58 SF CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 50 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 60-61 6B Gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 62 6C Gypsum Reroof (Tear -Off) B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 63 6D Gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 63 6E Gypsum Reroof (Tear -Off) D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 63 5F, Gypsum Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 64 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 65-73 The followins 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, insulation / base sheet fasteners shall be the following with the noted minimum fastener engagement for each deck type. For deck -types not listed, refer to the specific system listings herein: Wood: Firestone Insulation Fastening Plates with Firestone All -Purpose Fasteners; Firestone Pre -Assembled Fastener and Plate (consisting of 0.196-inch thread diameter fastener with 3-inch diameter metal plate). Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. Steel: Firestone Insulation Fastening Plates with Firestone All -Purpose Fasteners or Firestone Heavy -Duty Fasteners; Firestone Pre -Assembled Fastener and Plate (consisting of 0.196-inch thread diameter fastener with 3-inch diameter metal plate); Firestone Pre -Assembled Heavy -Duty Fastener and Plate (consisting of 0.275-inch thread diameter fastener with 3-inch diameter metal plate); AP AccuTrac; HD AccuTrac. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report F8970.01 08-2-1112 for FL984-1112 Certificate of Authorization N9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 1 of 73 QOTRINITYIERD Structural Concrete: Firestone Insulation Fastening Plates with Firestone Heavy -Duty Fasteners or Firestone Concrete Drive Fasteners; Firestone Pre -Assembled Heavy -Duty Fastener and Plate (consisting of 0.275-inch thread diameter fastener with 3-inch diameter metal plate); HD AccuTrac. Minimum 1-inch embedment into pilot hole in accordance with published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocya n u rate, polystyrene, fiberboard, perlite and/or gypsum -based insulation board that meets the QA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System 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. 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: f :.y Hot asphalt: Full coverage, 20-40 Ibs/square. 1 Firestone I.S.O. FIX II: Continuous 0.75-inch beads, 8-inch o.c. r Firestone I.S.O. Spray R: Continuous 0.5 to 0.75-inch ribbons, 12-inch o.c. Firestone I.S.O. Spray S: Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. Firestone I.S.O. Stick: Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. Firestone I.S.O. Twin Pack: Continuous 0.5 to 0.75-inch beads, 12-inch o.c. Firestone LiquiGard: Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. Firestone Multi -Purpose MB Cold Adhesive: Full coverage, 1.5 to 2 gal./square. ICP Adhesives CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. Note: When multiple loyers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, board joints shall be staggered 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 6. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanu rate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed fora particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table. Hot asphalt: MDP -120.0 psf (Min. 0.5-inch thick) Firestone I.S.O. FIX II: MDP -112.5 psf (Min. 0.5-inch thick) Firestone I.S.O. Stick: MDP -187.5 psf (Min. 0.5-inch thick) Firestone I.S.O. Twin Pack or I.S.O. Spray R: MDP -157.5 psf (Min. 0.5-inch thick) ICP Adhesives CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 7. Bonded polyisocyanu rate insulation boards shall be maximum 4 x 4 ft. 8. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD-1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 or Roofing Application Standard RAS 137. Assemblies marked with an asterisk' carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 9. 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. 10. 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 companson to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 11. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 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 Firestone Building Products Company, LLC; (800) 443-4272 Evaluation Report F8970.01.08-2-1112 for FL984-R12 Revision 12: 03/28/2017 Appendix 1, Page 2 of 73 QOTRINITYIERD 13. 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. 14. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. FIRESTONE ROOF COVERS Reference Layer Material Application BP -CA Base MB Base Base and Ply sheets, Cold -Applied) Ply Ply VI Base SBS Base, SBS Base-P, SBS PolyBase, SBS Premium Base, SBS Premium Poly Base Ply SBS Base, SBS Base-P, SBS PolyBase, SBS Premium Base, SBS Premium Poly BaseSBS-CA Firestone Multi -Purpose MB SBS, Cold -Applied) SBS Cap, SBS Cap UltraWhite, SBS FR Cap, SBS Smooth, SBS Premium, SBS Premium UltraWhite, SBS Premium FR, SBS Premium FR UltraWhite, SBS Glass, Cold Adhesive at 1.S - 2.0 Cap SBS Glass UltraWhite, SBS Glass FR, SBS Glass FR UltraWhite gal/square Base APP 80 Glass Base, APP 80 Glass Base-P, APP 160-P, APP 160 COOL, APP 170 COOL, APP Premium Base APP-CA Cap APP 160-P, APP 160 COOL, APP 170 COOL, APP 180-P, APP 180 COOL, APP 180 FR COOL, APP 180 FR COOL UltraWhite, APP Premium FR, APP Premium APP, Cold -Applied) FR UltraWhite BP-CA2 Base MB Base Base and Ply sheets, Cold -Applied) Ply Ply VI Firestone LigwGard Membrane Adhesive at 1.5 - Base SBS Base, SBS Base-P, SBS PolyBase, SBS Premium Base, SBS Premium Poly Base SBS-CA2 Ply SBS Base, SBS Base-P, SBS PolyBase, SBS Premium Base, SBS Premium Poly Base 2.0 gal/square SBS, Cold -Applied) SBS Cap, SBS Cap UltraWhite, SBS FR Cap, SBS Smooth, SBS Premium, SBS Premium UltraWhite, SBS Premium FR, SBS Premium FR UltraWhite, SBS Glass, Cap SBS Glass UltraWhite, SBS Glass FR, SBS Glass FR UltraWhite BP -AA Base MB Base, Ply IV, Ply VI Ply Ply IV, Ply VIBaseandPlysheets, Asphalt -Applied) Base SBS Base, SBS Base-P SBS PolyBase, SBS Premium Base, SBS Premium Poly Base, SBS Smooth Hot asphalt at 20-40 SBS-AA Ply SBS Base, SBS Base-P SBS PolyBase, SBS Premium Base, SBS Premium Poly Base, SBS Smooth Ibs/square SBS, Asphalt -Applied) SBS Cap, SBS Cap UltraWhite, SBS FR Cap, SIBS Smooth, SBS Premium, SBS Premium UltraWhite, SBS Premium FR, SBS Premium FR UltraWhite, SBS Glass, Ca p SBS Glass UltraWhite, SBS Glass FR, SBS Glass FR UltraWhite Base SBS Poly Torch Base, SBS Glass Torch Base, SBS Glass Torch Base 1.5, SBS Smooth SBS-TA Ply SBS Poly Torch Base, SBS Glass Torch Base, SBS Glass Torch Base 1.5, SBS Smooth Torch -Applied SBS Glass FR Torch, SBS Glass FR Torch UltraWhite, SBS Torch, SBS Torch UltraWhite, SBS FR Torch, SBS FR Torch UltraWhite, SBS Smooth, SBS PremiumSBS, Torch -Applied) Cap' p Torch, SBS Premium Torch UltraWhite, SBS Premium FR Torch, SBS Premium FR Torch UltraWhite - Base APP 80 Glass Base, APP 80 Glass Base-P, APP 160, APP 160-P, APP 170, APP Premium Base Ply APP 160, APP 160-P, APP 170, APP Premium BaseAPP-TA Torch -Applied APP, Torch -Applied) APP 160, APP 160-P, APP 170, APP 180, APP 180-P, APP 180 UltraWhite, APP 180 FR, APP 180 FR UltraWhite, APP Premium FR, APP Premium FR Ca p UltraWhite SBS-SA Base BASEGARD SA (see specific listings) Self -Adhering SBS, self -adhering) Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report F8970.01.08-2-1112 for F1984-R32 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 3 of 73 QOTRINITYIERD 15. The following cap sheets maybe installed over sand -top -surfaced SBS-AA or SBS-TA base or ply membranes within asphalt -applied and torch -applied systems noted herein with the noted Maximum Design Pressure MDP) limitations. In no case shall the substitution and the associated limitation be used to 'increase' the MDP listing in the table; rather If the particular system is less than or equal to the noted cold -cap limitation, then the substitution is permitted. Deck Type x System Type Listed Cap Sheet Alternate Cold -Cap MDP (psf) Wood, Steel, Structural Concrete, SBS-CA: SBS Cap, SBS Cap UltraWhite, SBS FR Cap, SBS Smooth, SBS Premium, SBS Premium LWC, CWF, Gypsum or Recover A-2, B-1, B-2, C, D or E SBS-AA or SBS-TA UltraWhite, SBS Premium FR or SBS Premium FR UltraWhite 127.5 Structural Concrete, LWC (over SBS-CA: SBS Cap, SBS Cap UltraWhite, SBS FR Cap, SBS Smooth, SBS Premium, SBS Premium structural concrete), Gypsum or A-1, A-3 or F SBS-AA or SBS-TA UltraWhite, SBS Premium FR, SBS Premium FR UltraWhite, SBS Glass, SBS Glass UltraWhite, SBS 180.0 Recover (over structural concrete) Glass FR or SBS Glass FR UltraWhite Structural Concrete, LWC (over SBS-AA, SBS-TA or APP-CA: APP 160 COOL, APP 170 COOL, APP 180 COOL, APP 180 FR COOL or APP 180 FR COOL structural concrete), Gypsum or A-1, A-3 or F APP-TA UltraWhite 225.0 Recover (structural over concrete) 16. Vapor barrier options for use over structural concrete deck followed by adhesive -applied insulation carry the following Maximum Design Pressure (MDP) limitations. Use the lesser of the MDP listings below vs. those in Table 3A. VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; FOLLOWED By ADHESIVE -APPLIED INSULATION PER TABLE 3A: T Option # Primer Vapor Barrier Insulation Adhesive (Note 5) MDP (psf) Type Application VB-1. ASTM D41 Base Ply: BP -CA, SBS-CA, APP-CA (Note 14) Multi -Purpose MB Cold Adhesive Multi -Purpose MB Cold Adhesive 67.5* VB-2. None MB Base LiquiGard I.S.O. Spray R, 12-inch o.c. 240.0* VB-3. None MB Base LiquiGard I.S.O. Twin Pack, 12-inch o.c. 240.0* VB-4. None Base Ply: SBS-CA2 (Note 14) LiquiGard I.S.O. Spray R, 12-inch o.c. 240.0* VB-5. None Base Ply: SBS-CA2 (Note 14) LiquiGard I.S.O. Twin Pack, 12-inch o.c. 240.0* VB-6. ASTM D41 MB Base I.S.O. Twin Pack, 4-inch o.c. I.S.O. Twin Pack, 12-inch o.c. 232.5* VB-7. ASTM D41 Asphaltic (Note 17) Hot asphalt Hot asphalt 120.0* VB-8. ASTM D41 Asphaltic (Note 17) Hot asphalt I.S.O. Spray S, 5-inch o.c. 255.0* VB-9. ASTM D41 Asphaltic (Note 17) Hot asphalt I.S.O. Spray R or I.S.O. Twin Pack, 12-inch o.c. 495.0* VB-10. ASTM D41 Base Ply: SBS-TA Torch -applied I.S.O. Spray R or I.S.O. Twin Pack, 12-inch o.c. 495.0* VB-11. V-Force SB Primer V-Force Vapor Barrier Self -adhering I.S.O. Spray R, 12-inch o.c. 255.0* VB-12. V-Force SB Primer V-Force Vapor Barrier Self -adhering I.S.O. Stick, 12-inch o.c. 262.5* VB-13. V-Force SB Primer V-Force Vapor Barrier Self -adhering I.S.O. Twin Pack, 12-inch o.c. 255.0* 17. "Asphaltic" vapor barrier / temp roof referenced herein refers to 1 or 2 plies Ply IV or Ply VI or 1 ply MB Base, SBS Base, SBS Polybase or SBS Premium Base applied in a full mopping of hot asphalt. 18. "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. Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report F8970.01.08-2-1112 for FL984-R32 Certificate of Authorization N9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (BDO) 443-4272 Appendix 1, Page 4 of 73 TRINITYJERD 19. Unless otherwise noted, insulation or coverboard attachment patterns for Type B and Type C systems are as outlined below: I INSULATION ATTACHMENT PATTERNS I61 Ir 1r I6'1 I il -2Y 6 I x4- I- o-- o— -.Ir I— + Ir O IT IT O Ir O J- 1SO Oco00oT0Ir Xr . 36' rr + + +C 0zr• OO x. Y Ir vL U Iz, + + + O o . 96- r %---------------------- 9V 6O O O O o e 0 JU 0 O 0 O 0• + + + 0 O 0 0 01 O O O O O U O i.I + + + C O O C ± O O I 4r y i Ar 1 W J i it 1per4ft2 1per 3.6ftz 1per 2.7ftz 1per 2.3ftz 1per 2.1ftz 1per 2ftz IT IT IT jlr C r C C O 6 O IT o Ir + + + T O C IY01 I- C O— t Ir o it y, e _ Ir z12 IT IT C) ai• 0 - + + U . T C U O U O —, r OO O-43' xr IT O IrO1u• O 0 - + + + 'C 1 0 I U O O Ir r O r r ) O O O C ~ U 0 - + + + C C C I I U O o 0 W IT U O O O O— + + + O U C U O 0 C o 0 0 0 0 0 0 0 0 0 0 + + 0 .0 0 0 0 0 0 0 U U O 0 O 0 0 C C U 0 1 per 1.8 ftz 1 per 1.6 ftz 1 per 1.s ftz 1 per 1.3 ftz 1 per 1 ftz Exterior Research and Design, U.C. d/ b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 FBC NON-HVHZ EVALUATION Firestone Building Products Company, LLC; (800) 443- 4272 Evaluation Report F8970 01 08-2-R12 for FL984-R12 Revision 12: 03/28/2017 Appendix 1, Page 5 of 73 Q0TRINITYIERD TABLE 3A: WOOD DECKS -NEW CONSTRUCTION OR REROOF (TEAR -OFF) - SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Insulation Roof Cover (Note 14) MDP No. Note 1) Type Fasteners Attach Base Top Attach Base Ply Cap psf) Min. 19/32-inch MB Base, Channel FBC HVHZ 9-inch o.c. in the 4-inch side One or more layers Min. 0.5- Optional) One or SBS-AA, 1519.5.1 lap and 18-inch o.c. in two min. 1.4-inch ISO 95+ Hot BP -AA or W-1 plywood at max. Venting Base, SBS nails & tin staggered rows in the GL, GenFlex ISO inch asphalt SBS-AA more BP -AA, SBS-AA, SBS-TA or 45.0• 24-inch spans Base, SBS Base-P caps center of the sheet Insulation FiberTop SBS-TA or APP-TA APP-TA FBC HVHZ 9-inch o.c. in the 4-inch side One or more layers Min. 19/32-inch MB Base, Channel Min. 0.5- Optional) One or SBS-AA, 1519.5.1 lap and 18-inch o.c. in two min. 1.4-inch ISO 95+ Hot BP -AA or W-2 plywood at max. Venting Base, 585 nails & tin staggered rows in the GL, GenFlex ISO inch asphalt SBS-AA more BP -AA, SBS-AA, SBS-TA or 52.5 24-inch spans Base, SBS Base P caps center of the sheet Insulation FiberTop SBS-TA or APP-TA APP-TA TABLE 16: WOOD DECKS- NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP No. Deck (Note 1) Psf) Type Fasteners Attach (Note 19) Type Attach Base Ply Cap Min. 19/32-inch Min. 1.3-inch ISO 95+ GL, Note 2 z 1 2.3 ft Min. 0.5-inch Hot BP -AA or SBS- Optional) One or more BP -AA, SBS-AA, SBS-TAW-3 plywood at max. GenFlex ISO Insulation per FiberTop asphalt AA SBS-AA, SBS-TA or APP-TA or 45.0• 24-inch spans APP-TA W-4 Min. 19/32-inch Min. 1.5-inch ISO 95+ GL, Note 2 1 2 ft Min. 0.5-inch Hot BP -AA or SBS- Optional) One or more BP -AA, SBS-AA, SBS-TAplywoodatmax. GenFlex 150 Insulation per FiberTop asphalt AA SBS-AA, SBS-TA or APP-TA or 52.5 24-inch spans APP-TA TABLE 1C: WOOD DECKS -NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER - SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Top Insulation Layer Roof Cover (Note 14) MDP No. Deck (Note 1) Base Insulation layer Psf) Type Fasteners Attach (Note 19) Base Ply Cap COLD -APPLIED BASE PLY; FIRESTONE MULTI -PURPOSE MB COLD ADHESIVE: Min. 15/32-inch Optional) One or more Min. 1-inch RESISTA, GenFlex Optional) BP -CA, SBS-CA, SBS-CA SBS-CA2, W-5 plywood at max. 24- layers, any combination, Note 2 1 per 2.7 ft2 SBS-CA BP-CA2, SBS-CA2, SBS-AA, 40.0• inch spans. loose laid Coated Glass Facer SBS-TA SBS-AA, SBS-TA Min. 15/32-inch 24- Optional) One or more layers, Min. 0.5-inch ISOGARD HD, Note 2 2 1 2.1 ft SBS-CA Optional) BP -CA, SBS-CA, BP-CA2, SBS-CA2, SBS-AA, SBS-CA, SBS-CA2, W-6 plywood at max. any combination, GenFlex HD I50 per SBS-AA, SBS-TA 50.0• inch spans. loose laid SBS-TA ASPHALT/ TORCH APPLIED BASE: Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report F8970 01 08-2-R12 for FL984-1112 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 6 of 73 QOTRINITYIERD TABLE 1C: WOOD DECKS- NEW CONSTRUCTION',, REROOF (TEnR-OFF) OR RECOVER - SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Top Insulation Layer Roof Cover (Note 14) MDP No. Deck (Note 1) Base Insulation Layer psf) Type Fasteners Attach (Note 19) Base Ply Cap W-7 Min. 19/32-inch 24- One or more layers, any Min. 0.25-inch Dens Deck Prime SECUROCK Gypsum- Note 2 2 1 2 ft BP -AA, SBS-AA, Optional) BP -AA, SBS-AA, SBS-AA, SBS-TA plywood at max. combination, loose laid or per SBS-TA or APP-TA SBS-TA or APP-TA or APP-TA 30.0• inch spans Fiber Roof Board Min. 19/32-inch 24- One or more layers, any Min. 0.5-inch FiberTop Note 2 2 1 2 ft BP SBS-AA Optional) One or more BP SBS-AA, SB5-TA SBS-AA, SBS-TA 45.0` W-8 plywood at max. combination, loose laid per AA or AA, or or APP-TA inch spans APP-TA W-9 Min. 23/32-inch plywood at max. 24- One or more layers, any Min. 0.5-inch Dens -Deck, Note 2 2 1 per 3.6 ft SBS-AA Optional) SBS-AA SBS-AA 45.0` combination, loose laid Dens -Deck Prime inch spans SELF -ADHERING BASE: - W-10 Min. 15/32-inch 24- Optional) One or more layers, Min. 1-Inch RESISTA, GenFlex Note 2 2 1 2.77 ft BASEGARD SA Optional) BP -AA, SBS-AA, SBS-AA, SBS-TAplywoodatmax. any combination, Coated Glass Facer per SBS-TA 40.0• inch spans. loose laid W-11 Min. 15/32-inch 24- Optional) One or more layers, Min. 0.5-inch ISOGARD HD, Note 2 2 1 2.1 ft SBS-SA Optional) BP -AA, SBS-AA, SBS-AA, SBS-TAplywoodatmax. any combination, GenFlex HD ISO per SBS-TA 50.0` inch spans. loose laid Min. 19/32-inch Optional) One or more Min. 1.5-inch RESISTA, GenFlex W 12 plywood at max. 24- layers, any combination, Coated Glass Facer, long joints Note 2 1 per 1.8 ft2 BASEGARD SA Optional) BP -AA, SBS-AA, SBS-AA, SB5-TA 75.0 inch spans, blocked loose laid staggered 4 ft. SBS-TA max. 78-inch o.c. TABLE 1D: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Insulation Layer(s) Base or Anchor Sheet Roof Cover (Note 14) MDP Deck (Note 1) No. Type Attach Base Fasteners Attach Base Ply Cap Psf) Min. 19/32-inch 12-inch o.c. in the 4-inch side lap and 18-inch o.c. in Optional) One or SBS-AA, One or more layers, Prelim. MB Base, Channel W-13 plywood at max. 24- Note 2 two, equally spaced, staggered rows in the center of more BP -AA, SBS-AA, SB5-TA or 45.0 inch spans any combination Attached Venting Base • the sheet SBS-TA or APP-TA APP-TA Min. 19/32-inch 12-inch o.c. in the 4-inch side lap and 12-inch o.c. in Optional) One or SBS-AA, One or more layers, Prelim. MB Base, Channel W 14 plywood at max. 24- Note 2 two, equally spaced, staggered rows in the center of more BP -AA, SBS-AA, SBS-TA or 52.5 inch spans any combination Attached Venting Base the sheet SBS-TA or APP-TA APP-TA Exterior Research and Design, U.C. d/b/a Trinityl ERD Evaluation Report F8970.01.08-2-1112 for F1.984-1112 Certificate of Authorization N9503 F8C NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 7 of 73 TRINITYJERD TABLE 1E-1: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover (Note 14) MDP Base Fasteners Attach Base Ply CapNo. Note 1) Psf) COLD -APPLIED BASE PLY; FIRESTONE UQUIGARD MEMBRANE ADHESIVE: Min. 19/32-inch plywood FBC HVHZ 1519.5.1 6-inch o.c. at the 3-inch side lap and 6-inch o.c. at three (3), One or more BP-CA2, SBS- SBS-CA2, SBS- W-15 at max. 24-inch spans, SBS Base nails & tin caps equally spaced, staggered rows in the center of the sheet CA2 AA, SBS-TA 97.5 blocked max. 78-inch o.c. ASPHALT OR TORCH APPLIED BASE PLY: Min. 19/32-inch plywood MB Base, Channel Venting FBC HVHZ 1519.5.1 9-inch o.c. at the 4-inch side lap and 18-inch o.c. at two (2), Optional) One or more SBS-AA, SBS- W-16 at max. 24-inch spans Base nails & tin caps equally spaced, staggered rows in the center of the sheet BP -AA, SBS-AA, SBS-TA or TA or APP-TA 45.0" APP-TA Min. 15/32-inch plywood MB Base, Channel Venting Simplex MAXX Cap 9-inch o.c. at the 2-inch side lap and 18-inch o.c. at two (2), Optional) One or more SBS-AA, SBS- W 17 at max. 24-inch spans Base, SBS Base, SBS PolyBase Fastener equally spaced, staggered rows in the center of the sheet BP -AA, SBS-AA or SBS-TA TA 45.0 Min. 15/32-inch plywood MB Base, Channel Venting Simplex MAXX Cap 9-inch o.c. at the 2-inch side lap and 18-inch o.c. at two (2), Optional) One or more W 18 at max. 24-inch spans Base Fastener equally spaced, staggered rows in the center of the sheet APP-TA APP-TA 45.0" Min. 19/32-inch plywood MB Base, Channel Venting FBC HVHZ 1519.5.1 6-inch o.c. at the 4-inch side lap and 6-inch o.c. at two (2), Optional) One or more SBS-AA; SBS- W-19 at max. 24-inch spans Base nails & tin caps equally spaced, staggered rows in the center of the sheet BP -AA, SBS-AA, SBS-TA or TA or APP-TA 52.5 APP-TA Min. 19/32-inch plywood MB Base, Channel Venting FBC HVHZ 1519.5.1 9-inch o.c. at the 2-inch side lap and 9-inch o.c. at three (3), One or more BP -AA, SBS- SBS-AA, SBS- W-20 at max. 24-inch spans, Base nails & tin caps equally spaced, staggered rows in the center of the sheet AA or SBS-TA TA 52.5 blocked max. 78-inch o.c. Min. 15/32-inch plywood MB Base, Channel Venting Simplex MAXX Cap 9-inch o.c. at the 2-inch side lap and 12-inch o.c. at two (2), Optional) One or more SBS-AA, SBS- W 21 at max. 24-inch spans Base, SBS Base, SBS PolyBase Fastener equally spaced, staggered rows in the center of the sheet BP -AA, SBS-AA or SBS-TA TA 52.5 Min. 15/32-inch plywood MB Base, Channel Venting Simplex MAXX Cap 9-inch o.c. at the 2-inch side lap and 12-inch o.c. at two (2), Optional) One or more W 22 at max. 24-inch spans Base Fastener equally spaced, staggered rows in the center of the sheet APP-TA APP-TA 52.5 Min. 15/32-inch plywood MB Base, Channel Venting Simplex MAXX Cap 6-inch o.c. at the 2-inch side lap and 6-inch o.c. at two (2), Optional) One or more SBS-AA, SBS- W 23 at max. 24-inch spans Base, SBS Base, SBS PolyBase Fastener equally spaced, staggered rows in the center of the sheet BP -AA, SBS-AA or SBS-TA TA 90.0 Min. 15/32-inch plywood MB Base, Channel Venting Simplex MAXX Cap 6-inch o.c. at the 2-inch side lap and 6-inch o.c. at two (2), Optional) One or more W 24 at max. 24-inch spans Base Fastener equally spaced, staggered rows in the center of the sheet APP-TA APP-TA 90.0 Min. 19/32-inch plywood FBC HVHZ 1519.5.1 6-inch o.c. at the 3-inch side lap and 6-inch o.c. at three (3), One or more BP -AA, SBS- SBS-CA2, SBS- W-25 at max. 24-inch spans, SBS Base nails & tin caps equally spaced, staggered rows in the center of the sheet AA, SBS-TA AA, SBS-TA 97.5 blocked max. 78-inch o.c. Min. 15/32-inch plywood MB Base, Channel Venting Simplex MAXX Cap 6-inch o.c. at the 2-inch side lap and 6-inch o.c. at three (3), Optional) One or more SBS-AA, SBS- W 26 at max. 24-inch spans Base, SBS Base, SBS PolyBase Fastener equally spaced, staggered rows in the center of the sheet BP -AA, SBS-AA or SBS-TA TA 105.0 Min. 15/32-inch plywood MB Base, Channel Venting Simplex MAXX Cap 6-inch o.c. at the 2-inch side lap and 6-inch o.c. at three (3), Optional) One or more W 27 at max. 24-inch spans Base Fastener equally spaced, staggered rows in the center of the sheet APP-TA APP-TA 105.0 SELF -ADHERING BASE PLY: Min. 19/32-inch plywood MB Base, Channel Venting FBC HVHZ 1519.5.1 9-inch o.c. at the 2-inch side lap and 9-inch o.c. at three (3), SBS-AA, SBS- W-28 at max. 24-inch spans, Base nails & tin caps equally spaced, staggered rows in the center of the sheet BASEGARD SA TA 52.5 blocked max. 78-inch o.c. Exterior Research and Design, I.I.C. d/b/a Trinity ERD Evaluation Report F8970.01 08-2-1112 for F1.984-1112 Certificate of Authorization N9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 8 of 73 TRINITYJERD TABLE 1E-2: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover (Note 14) MDP Base Fasteners Attach Base Ply CapNo. Note 1) psf) COLD -APPLIED BASE PLY; FIRESTONE LIQUIGARD MEMBRANE ADHESIVE: Min. 19/32-inch plywood at max. 24- MB Base, Channel 12-inch o.c. in the 3.5-inch side lap and 12-inch o.c. in two (2), equally Optional) One or more SBS-CA2, SBS- W 29 inch spans, blocked max. 78-inch o.c. Venting Base Note 2 spaced, staggered rows in the center of the sheet BP-CA2, SBS-CA2 AA, SBS-TA 60.0 ASPHALT OR TORCH APPLIED BASE PLY: Min. 19/32-inch plywood at max. 24- MB Base, Channel 12-inch o.c. in the 4-inch side lap and 12-inch o.c. in two (2), equally Optional) One or more SBS-AA, SBS-TA W-30 inch spans attached Venting Base Note 2 spaced, staggered rows in the center of the sheet BP -AA SBS-AA, SBS-TA or APP-TA 52.5 or APP-TA Min. 19/32-inch plywood at max. 24- MB Base, Channel 12-inch o.c. in the 3.5-inch side lap and 12-inch o.c. in two (2), equally Optional) One or more5BS-CA2, SBS- W-31 inch spans, blocked max. 78-inch o.c. Venting Base Note 2 spaced, staggered rows in the center of the sheet BP - TA AA. SBS-AA or SBS- AA SBS-TA 60.0 Min. 19/32-inch plywood at max. 24- MB Base, Channel 12-inch o.c. in the 2-inch side lap and 12-inch o.c. in two (2), equally One or more BP -AA, 5BS-CA2, SBS- W 32 inch spans, blocked max. 78-inch ox.- Venting Base Note 2 spaced, staggered rows in the center of the sheet SBS-AA or SBS-TA AA, 5BS-TA 75.0 SELF -ADHERING BASE PLY: Min. 19/32-inch plywood at max. 24- MB Base, Channel 12-inch o.c. in the 2-inch side lap and 12-inch o.c. in two (2), equally W-33 inch spans, blocked max. 78-inch o.c. Venting Base Note 2 spaced, staggered rows in the center of the sheet BASEGARD SA SBS-AA, SBS-TA 75.0 Exterior Research and Design, I.I.C. d/b/a Trinity ERD Evaluation Report F8970.01 08-2-1132 for FL984-1112 Certificate of Authorization N9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 9 of 73 I TRINITY I ERD TABLE 2A-1: STEEL OR STRUCTURAL CONCRETE DECKS -NEW CONSTRUCTION, REROOF (TEAR -OFF) opt RECOVER SYSTEM TYPE B-1: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) System No. Deck Note 1) Type Fasten Attach Type Attach Base Ply Cap MDP Psf) Note 19) COLD -APPLIED BASE; FIRESTONE MULTI -PURPOSE MB COLD ADHESIVE: Min.0.5-inch Dens Min. 1.5-inch ISO 95+GL, GenFlex ISO Min. 22 ga., type B, Grade Deck, Dens Deck Prime Insulation followed by min. 0.25-inch Dens SC-1. steel min. psi Note 2 1 per 2 ft z I.S.O. FIX II APP-CA None APP-CA 37.5' or SECUROCK Gypsum- Deck Prime or SECUROCK Gypsum Fiber l concretetstructuralet Fiber Roof Board Roof Board Min. 1.5-inch ISO 95+ Min. 22 ga., type B, Grade GL, GenFlex ISO Min. 0.25-inch Dens Deck Prime or SC-2. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 1 per 2 ft I.S.O. FIX II APP-CA None APP-CA 37.5' structural concrete GenFlex Coated Glass SECUROCK Gypsum Fiber Roof Board Facer Min. 1.5-inch ISO 95+ Optional base insulation or Min. 0.5-inch Min. 22 ga., type B, Grade GL, GenFlex ISO Tapered 150 95+ GL, GenFlex ISO Insulation SC-3. 33 steel or min: 2,500 psi Insulation or RESISTA, Note 2 1 per 2 ft2 or Tapered RESISTA, GenFlex Coated Glass I.S.O. FIX II APP-CA None APP-CA 45.0' structural concrete GenFlex Coated Glass Facer; Min. 0.5-inch ISOGARD HD, GenFlex Facer HD ISO Min. 0.5-inch Dens Min. 1.5-inch ISO 95+ GL, GenFlex ISO Min. 22 ga., type B, Grade Deck, Dens Deck Prime Insulation followed by min. 0.25-inch Dens BP -CA or Optional) BP- SC-4. 33 steel or min. 2,500 psi Note 2 1 per 2 ft2 I.S.O. FIX 11 SBS-CA 30.0' or SECUROCK Gypsum- Deck Prime or SECUROCK Gypsum Fiber SBS-CA CA, SBS-CA structural concrete Fiber Roof Board Roof Board Min. 22 ga., type B, Grade Min. 0.5-inch Dens Min. 1.5-inch ISO 95+ GL, GenFlex ISO SC-5. 33 steel or min. 2,500 psi Deck, Dens Deck Prime Note 2 1 per 2 ftz Insulation followed by min. 0.5-inch I.S.O. FIX II BP -CA or Optional) BP- SBS-CA 37.5' structural concrete or SECUROCK Gypsum- FiberTop C, E or S SBS-CA CA, SBS-CA Fiber Roof Board Min. 1.5-inch ISO 95+ Optional base insulation or Min. 0.5-inch Min. 22 ga., type B, Grade GL, GenFlex ISO Tapered ISO 95+ GL, GenFlex ISO Insulation SC-6. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 1 per 2 ft z or Tapered RESISTA, GenFlex Coated Glass I.S.O. FIX II BP -CA or Optional) BP- SBS-CA 45.0{ structural concrete GenFlex Coated Glass Facer; Min. 0.5-inch ISOGARD HD, GenFlex SBS-CA CA, SBS-CA Facer HD ISO Min. 1.5-inch ISO 95+. SC-7. Min. 22 ga., type B, Grade 33 2,500 GL, GenFlex ISO Insulation RESISTA, Note 2 1 2 it z Min. 0.25-inch Dens Deck Prime or I.S.O. FIX II BP -CA or Optional) BP- steel or min. psi or per SECUROCK Gypsum Fiber Roof Board SBS-CA CA, SBS-CA SBS-CA 45.0' structural concrete GenFlex Coated Glass Facer Min. 22 ga., type B, Grade Min. 1.5-inch ISO 95+ Optional min. 1.5-inch ISO 95+ GL, GenFlex SC-8. 33 steel or min. 2,500 psi GL, GenFlex ISO Note 2 1 per 2 ftz ISO Insulation followed by Min. 0.5-inch I.S.O. Spray S APP-CA None APP-CA 45.0• structural concrete Insulation I I Tapered ISO 95+ GL, GenFlex ISO Insulation Exterior Research and Design, I.I.C. d/b/a Trinity ERD Evaluation Report F8970 01.08-2-1112 for FL964-R12 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-S9166 Firestone Building Products Company, LLC; (BDO) 443-4272 Appendix 1, Page 10 of 73 l TRINITY I ERD TABLE 2A-1: STEEL OR STRUCTURAL CONCRETE DECKS -NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B-1: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) System Deck MDP Type Fasten Attach Type Attach Base Ply CapNo. Note 1) psf) Note 19) Min. 1.5-inch ISO 95+ Optional base insulation or Min. 0.5-inch Min. 22 ga., type B, Grade GL, GenFlex ISO Tapered ISO 95+ GL, GenFlex ISO Insulation SC-9. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 1 per 2 ft2 or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray S APP-CA None APP-CA 45.0` structural concrete GenFlex Coated Glass Facer; Min. 0.5-inch ISOGARD HD, GenFlex Facer HD ISO Min. 22 ga., type B, Grade Min. 1.5-inch ISO 95+ Optional min. 1.5-inch ISO 95+ GL, GenFlex BP -CA or Optional) BP- SC-10. 33 steel or min. 2,500 psi GL, GenFlex ISO Note 2 1 per 2 ft 2 ISO Insulation followed by Min. 0.5-inch I.S.O. Spray S SBS-CA 45.0 s structural concrete Insulation Tapered ISO 95+ GL, GenFlex ISO Insulation SBS-CA CA, SBS-CA Min. 1.5-inch ISO 95+ Optional base insulation or Min. 0.5-inch Min. 22 ga., type B, Grade GL, GenFlex ISO ' Tapered ISO 95+ GL, GenFlex ISO Insulation SC-11. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 1 per 2 ft2 or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray S BP -CA or Optional) BP- SBS-CA 45.0 structural concrete GenFlex Coated Glass Facer; Min. 0.5-inch ISOGARD HD, GenFlex SBS-CA CA, SBS-CA Facer HD ISO Min. 0.5-inch Dens Min. 1.5-inch ISO 95+ GL, GenFlex 150 Min. a., g type B, Grade Deck, Dens Deck Prime Insulation followed by min. 0.25-inch Dens SC 12. a min. psisteel or SECUROCK Gypsum- Note 2 1 per 2 ft 2 Deck Prime or SECUROCK Gypsum Fiber I.S.O. Stick APP-CA None APP-CA 37.5 * l tostructuralstructuralconcrete Fiber Roof Board Roof Board Min. 1.5-inch ISO 95+ Min. 22 ga., type B, Grade GL, GenFlex ISO Min. inch Dens Deck Prime or SC-13. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 1 per 2 ft2 ROCK Gypsum Fiber Roof Board SECUROCKI. S.O. Stick APP-CA None APP-CA 37.5' structural concrete - GenFlex Coated Glass Facer Min. 1.5-inch ISO 95+ Optional base insulation or Min. 0.5-inch Min. 22 ga., type B, Grade GL, GenFlex ISO Tapered ISO 95+ GL, GenFlex ISO Insulation SC- 14. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 1 per 2 ft2 or Tapered RESISTA, GenFlex Coated Glass I.S.O. Stick APP-CA None APP-CA, 45.0` structural concrete GenFlex Coated Glass Facer; Min. 0.5-inch ISOGARD HD, GenFlex Facer HD ISO Min. 0.5-inch Dens Min. 1.5-inch ISO 95+ GL, GenFlex ISO Min. 22 ga., type B, Grade Deck, Dens Deck Prime . Insulation followed by min. 0.25-inch Dens BP -CA or Optional) BP- SC- 15. 33 steel or min. 2,500 psi or SECUROCK Gypsum- Note 2 1 per 2 ft2 Deck Prime or SECUROCK Gypsum Fiber I. S.O. Stick SBS- CA CA, SBS-CA SBS- CA 30.0' structural concrete Fiber Roof Board Roof Board Min. 22 ga., type B, Grade Min. 0.5-inch Dens Min. 1.5-inch ISO 95+ GL, GenFlex ISO SC- 16. 33 steel or min. 2,500 psi Deck, Dens Deck Prime Note 2 1 per 2 ft 2 Insulation followed by min. 0.5-inch I.S.O. Stick BP - CA or Optional) BP- SBS- CA 37.5 structural concrete or SECUROCK Gypsum- FiberTop C, E or S SBS- CA CA, SBS-CA Fiber Roof Board Exterior Research and Design, U.C. d/b/a Trinity ERD Evaluation Report F8970 01.08-2-R12 for FL984-1112 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 11 of 73 TRINITYJERD TABLE ZA-1: STEEL OR STRUCTURAL CONCRETE DECKS -NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B-1: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) System Deck M DP Type Fasten Attach Type Attach Base Ply CapNo. Note 1) psf) Note 19) Min. 1.5-inch ISO 95+ Optional base insulation or Min. 0.5-inch Min. 22 ga., type B, Grade GL, GenFlex ISO Tapered ISO 95+ GL, GenFlex ISO Insulation BP -CA or Optional) BP- SC-17. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 1 per 2 ft= or Tapered RESISTA, GenFlex Coated Glass I.S.O. Stick SBS-CA 45.0 structural concrete GenFlex Coated Glass Facer; Min. 0.5-inch ISOGARD HD, GenFlex SBS-CA CA, SBS-CA Facer HD ISO Min. 1.5-inch ISO 95+ Min. 22 ga., type B, Grade GL, GenFlex ISO RESISTA, Note 2 1 2 ftZ Min. inch Dens Deck Prime or I.S.O. Stick or Optional) BP- SBS-CASC-18. 33 steel or min. 2,500 psi Insulation or per SECUROCK Gypsum Fiber Roof Board SBS-CBS-CA CA, SBS CA 45.0' structural concrete GenFlex Coated Glass Facer Optional base insulation or Min. 0.5-inch Min. 2-inch ISO 95+ GL, Tapered ISO 95+ GL, GenFlex ISO Insulation Min. 22 ga., type B, Grade GenFlex ISO Insulation or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray R; I.S.O. SC-19. 33 steel or structrual or RESISTA, GenFlex Note 2 1 per 4 ft= Facer; Min. 0.25-inch Dens Deck Prime or Twin Pack APP-CA None APP-CA 37.5 concrete Coated Glass Facer SECUROCK Gypsum Fiber Roof Board or min. 0.5-inch ISOGARD HD, GenFlex HD ISO Min. 1.5-inch ISO 95+ Min. 22 ga., type B, Grade GL, GenFlex ISO 1 per 3.2 Min. 0.25-inch Dens Deck Prime or I.S.O. Spray R; I.S.O. SC-20. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 ftZ SECUROCK Gypsum Fiber Roof Board Twin Pack APP-CA None APP-CA 37.5 structural concrete GenFlex Coated Glass Facer Min 1.5-inch ISO 95+ Min. 22 ga., type B, Grade GL, GenFlex ISO Min. 0.5-inch Tapered RESISTA, GenFlex I.S.O. Spray R; I.S.O. SC-2 1. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 1 per 2 ftZ Coated Glass Facer Twin Pack APP-CA None APP-CA 37.5' structural concrete GenFlex Coated Glass Facer Min. 0.5-inch Dens Min. 1.5-inch ISO 95+ GL, GenFlex ISO Min. 22 ga., type B, Grade Deck, Dens Deck Prime Insulation followed by min. 0.25-inch Dens LS.0. Spray R; I.S.O. SC-22. 33 steel or min. 2,500 psi or SECUROCK Gypsum- Note 2 1 per 2 ft2 Deck Prime or SECUROCK Gypsum Fiber Twin Pack APP-CA None APP-CA 37.5" structural concrete Fiber Roof Board Roof Board Min. 0.5-inch Dens Min. 1.5-inch 150 95+ GL, GenFlex ISO Min. 22 ga., type B, Grade Deck, Dens Deck Prime Insulation followed by min. 0.25-inch Dens I.S.O. Spray R; I.S.O. BP -CA or Optional) BP- SC-23. 33 steel or min. 2,500 psi or SECUROCK Gypsum- Note 2 1 per 2 ft2 Deck Prime or SECUROCK Gypsum Fiber Twin Pack SBS-CA CA, SBS-CA SBS-CA 30.0` structural concrete Fiber Roof Board Roof Board Exterior Research and Design, I.I.C. d/b/a Trinityl ERD Evaluation Report F8970.01.08-2-R32 for FL984-1132 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 12 of 73 TRINITYJERD TABLE 2A-1: STEEL OR STRUCTURAL CONCRETE DECKS- NEW CONSTRUCTION, REROOF (TEAR -OFF) oR RECOVER SYSTEM TYPE B-1: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) System Deck M DP No. Note 1) Type Fasten Attach Type Attach Base Ply Cap psf) Note 19) Optional base insulation or Min. 0.5-inch Min. 2-inch ISO 95+ GL, Tapered ISO 95+ GL, GenFlex ISO Insulation Min. 22 ga., type B, Grade GenFlex ISO Insulation ft2 or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray R; I.S.O. BP -CA or Optional) BP- SC-24. 33 steel or structrual or RESISTA, GenFlex Note 2 1 per 4 Facer; Min. 0.25-inch Dens Deck Prime or Twin Pack SBS-CA CA, SBS-CA SBS-CA 37.5' concrete Coated Glass Facer SECUROCK Gypsum Fiber Roof Board or min. 0.5-inch ISOGARD HD, GenFlex HD ISO j Min. 1.5-inch ISO 95+ Min. 22 ga., type B, Grade GL, GenFlex ISO 1 per 3.2p Min. 0.25-inch Dens Deck Prime or I.S.O. Spray R; I.S.O. P Y BP -CA or Optional) BP- SC-25. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 2ft SECUROCK Gypsum Fiber Roof Board Twin Pack SBS-CA CA, SBS-CA SBS-CA 37.5' structural concrete GenFlex Coated Glass Facer Min 1.5-inch ISO 95+ Min. 22 ga., type B, Grade GL, GenFlex ISO Min. 0.5-inch Tapered ISO 95+ GL, GenFlex SC-26. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 1 per 2 ft2 ISO Insulation or RESISTA, GenFlex Coated I.S.O. Spray R; I.S.O. BP -CA or Optional) BP- SBS-CA 37.5' structural concrete GenFlex Coated Glass Glass Facer Twin Pack SBS-CA CA, SBS CA Facer Min. 22 ga., type B, Grade Min. 0.5-inch Dens Min. 1.5-inch ISO 95+ GL, GenFlex ISO SC-27. steel min. psi Deck, Dens Deck Prime Note 2 1 per 2 ft2 Insulation followed by min. 0.5-inch I.S.O. Spray R; I.S.O. BP -CA or Optional) BP- SBS-CA 37.5` t lstructural etconcrete or SECUROCK Gypsum- FiberTop C, E or S Twin Pack SBS-CA CA, SBS-CA Fiber Roof Board Min. 2.2-inch ISO 95+ Optional base insulation or Min. 0.5-inch Min. 22 ga., type B, Grade GL, GenFlex ISO Tapered ISO 95+ GL, GenFlex ISO Insulation SC-28. 33 steel or structrual Insulation or RESISTA, Note 2 1 per 4 ft 2 or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray R; I.S.O. APP-CA None APP-CA 45.0 concrete GenFlex Coated Glass Facer; Min. 0.5-inch ISOGARD HD, GenFlex Twin Pack Facer HD ISO Min. 1.5-inch ISO 95+ Optional base insulation or Min. 0.5-inch Min. 22 ga., type B, Grade GL, GenFlex ISO Tapered ISO 95+ GL, GenFlex ISO Insulation SC-29. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 1 per 2 ft2 or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray R; I.S.O. APP-CA None APP-CA 45.0' structural concrete GenFlex Coated Glass Facer; Min. 0.5-inch ISOGARD HD, GenFlex Twin Pack Facer HD ISO Optional base insulation or Min. 0.5-inch Min. 2.2-inch ISO 95+ Tapered ISO 95+ GL, GenFlex ISO Insulation Min. 22 ga., type B, Grade GL, GenFlex ISO or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray R; I.S.O. BP -CA or Optional) BP- SC-30. 33 steel or structrual Insulation or RESISTA, Note 2 1 per 4 ft 2 SBS-CA 45.0' Facer; Min. 0.25-inch Dens Deck Prime or Twin Pack SBS-CA CA, SBS-CA concrete GenFlex Coated Glass SECUROCK Gypsum Fiber Roof Board or Facer min. 0.5-inch ISOGARD HD, GenFlex HD ISO Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report F8970 03.08-2-1112 for FL984-R32 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 13 of 73 TRINITYJERD TABLE ZA-1: STEEL OR STRUCTURAL CONCRETE DECKS -NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE'B-1: MECHANICALLY ATTACHED BASE INSULATION, BONFDED TOP INSULATION, BONDED ROOF COVER Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) System Deck MDP Type Fasten Attach Type Attach Base Ply CapNo. Note 1) Psf) Note 19) Min. 1.5-inch ISO 95+ Optional base insulation or Min. 0.5-inch Min. 22 ga., type B, Grade GL, GenFlex ISO Tapered ISO 95+ GL, GenFlex ISO Insulation SC-31. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 1 per 2 ft= or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray R; I.S.O. BP -CA or Optional) BP- SBS-CA 45.0' structural concrete GenFlex Coated Glass Facer; Min. 0.5-inch ISOGARD HD, GenFlex Twin Pack SBS-CA CA, SBS-CA Facer HD ISO COLD -APPLIED BASE; FIRESTONE LIQUIGARD MEMBRANE ADHESIVE: Min. 1.5-inch ISO 95+ Min. 22 ga., type B, Grade GL, GenFlex ISO Tapered ISO 95+ GL, GenFlex ISO Insulation I.S.O. Spray R; I.S.O. SC-32. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 1 per 2.7 ft2 or min. 1.5-inch 150 95+ GL, GenFlex ISO Twin Pack, I.S.O. FIX BP-CA2 or Optional) BP- SBS-CA2 30.0' structural concrete GenFlex Coated Glass Insulation II, I.S.O. Stick SBS-CA2 CA2 or SBS-CA2 Facer Min. 22 ga., type B, Grade Min. 2-inch ISO 95+ GL, Tapered ISO 95+ GL, GenFlex ISO Insulation I.S.O. Spray R; I.S.O. SC-33. 33 steel or min. 2,500 psi GenFlex ISO Insulation Note 2 z 1 per 4 ft or min. 1.5-inch ISO 95+ GL, GenFlex ISO Twin Pack, I.S.O. FIX BP-CA2 or Optional) BP- SBS-CA2 37.5' structural concrete or RESISTA, GenFlex Insulation ll, I.S.O. Stick SBS-CA2 CA2 or SBS-CA2 Coated Glass Facer Min. 1.5-inch ISO 95+ Min. 22 ga., type B, Grade GL, GenFlex ISO Optional min. 1.5-inch ISO 95+ GL, GenFlex SC-34. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 1 per 2 ftZ ISO Insulation; Min. 0.5-inch Tapered ISO I.S.O. Spray S BP-CA2 or Optional) BP- SBS-CA2 45.0 structural concrete GenFlex Coated Glass 95+ GL, GenFlex ISO Insulation SBS-CA2 CA2 or SBS-CA2 Facer Min. 1.5-inch ISO 95+ Optional min. 1.5-inch ISO 95+ GL, GenFlex Min. 22 ga., type B, Grade GL, GenFlex ISO ISO Insulation or Min. 0.5-inch ISOTaperedp BP-CA2 or Optional) SC-35. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 1 per 2 ft= 95+ GL, GenFlex ISO Insulation; Min. 0.5- I.S.O. Spray S SBS-CA2 CCA2orSBSA2 SBS-CA2 45.0• structural concrete GenFlex Coated Glass inc h ISOGARD HD, GenFlex HD ISOFacernc Min. 22 ga., type B, Grade Min. 1.5-inch ISO 95+ 1 P 2.7per Min. 0.25-inch Dens Deck Prime or BP-CA2 or Optional) SC-36. 33 steel or min. 2,500 psi GL, GenFlex ISO Note 2 zft SECUROCK Gypsum Fiber Roof Board LiquiGard SBS-CA2 CCA2orSBSA2 SBS-CA2 45.0• structural concrete Insulation Min. 22 ga., type B, Grade Min. 0.25-inch Dens Deck Prime or LiquiGard, I.S.O. SC-37. 33 steel or min. 2,500 psi Min. 2-inch ISO 95+ GL, Note 2 i 1 per 4 ft SECUROCK Gypsum Fiber Roof Board or Spray R; I.S.O. Twin BP-CA2 or Optional) BP- 585-CA2 45.0" structural concrete GenFlex I50 Insulation min. 0.5-inch ISOGARD HD, GenFlex HD ISO Pack, I.S.O. FIX II, SBS-CA2 CA2 or SBS-CA2 I.S.O. Stick Min. 22 ga., type B, Grade Min. 1.5-inch ISO 95+ 1 per 1.6 Min. 1.5-inch ISO 95+ GL, GenFlex I50 I.S.O. Spray R; I.S.O. BP-CA2 or Optional) BP- SC-38. 33 steel or min. 2,500 psi GL, GenFlex ISO Note 2 W Insulation Twin Pack, I.S.O. FIX SBS-CA2 CA2 or SBS-CA2 SBS-CA2 75.0 structural concrete Insulation II or I.S.O. Stick ASPHALT AND/OR TORCH APPLIED BASE: Exterior Research and Design, I.I.C. d/b/a Trinity ERD Evaluation Report F8970.01.08-2-R32 for F1.984-1132 Certificate of Authorization X9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-S9166 Firestone Building Products Company, LLC; (SDO) 443-4272 Appendix 1, Page 14 of 73 TRINITYJERD TABLE 2A-1: STEEL OR STRUCTURAL CONCRETE DECKS- NEW CONSTRUCTION, REROOF (TeAR-OFF) OR RECOVER SYSTEM TYPE B-1: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) System Deck MDP No. Note 1) Type Fasten Attach Type Attach Base Ply Cap psf) Note 19) Min. 2-inch ISO 95+ GL, Optional base insulation or Min. 0.5-inch Optional) One SBS-AA, Min. 22 ga., type B, Grade GenFlex ISO Insulation Tapered ISO 95+ GL, GenFlex ISO Insulation I.S.O. Spray R; I.S.O. BP -AA or or more BP -AA, SBS-TA SC-39. 33 steel or structrual or RESISTA, GenFlex Note 2 1 per 4 ft2 or Tapered RESISTA, GenFlex Coated Glass Twin Pack SBS-AA SBS-AA, SBS-TA or APP- 37.5• concrete Coated Glass Facer Facer; Min. 0.5-inch Fiber Top or APP-TA TA Optional base insulation or Min. 0.5-inch Min. 2-inch ISO 95+ GL, Optional) One SBS-AA, Min. 22 ga., type B, Grade Tapered ISO 95+ GL, GenFlex ISO Insulation BP -AA, SBS- SC-40. 33 steel or structrual GenFlex ISO Insulation Note 2 1 per 4 ft2or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray R; I.S.O. AA, SBS-TA or more BP -AA, SBS-TA 37.5• concrete or RESISTA, GenFlex Facer; Min. 0.25-inch Dens Deck Prime or Twin Pack or APP-TA SBS-AA, SBS-TA or APP- Coated Glass Facer SECUROCK Gypsum Fiber Roof Board or APP-TA TA Optional) One SBS-AA, Min. 22 ga., type B, Grade Min. 1.3-inch ISO 95+ SC-41. 33 steel or min. 2,500 psi GL, GenFlex ISO Note 2 1 per 2.4 Min. 0.5-inch Fiber Top Hot asphalt BP -AA or or more BP -AA, SBS-TA 45.0` ft2 SBS-AA SBS-AA, SBS-TA or APP- structural concrete Insulation or APP-TA TA Min. 22 ga., type B, Grade Min. 2.2-inch ISO 95+ Optional) One SBS-AA, SC-42. 33 steel or min. 2,500 psi GL, GenFlex ISO Note 2 1 per 4 ft2 Min. 0.5-inch Fiber Top Hot asphalt BP -AA or or more BP -AA, SBS-TA 45.0• structural concrete Insulation SBS-AA SBS-AA, SBS-TA or APP- APP- or APP-TA TA Min. 22 ga., type B, Grade Min. 1.5-inch ISO 95+ Optional) One SBS-AA, SC-43. 33 steel or min. 2,500 psi GL, GenFlex ISO Note 2 1 per 2 ft2 Min. 0.5-inch Fiber Top Hot asphalt BP -AA or or more BP -AA, SBS-TA 60.0 SBS-AA SBS-AA, SBS-TA or APP- structural concrete .. Insulation or APP-TA TA Min. 22 ga., type B, Grade Min. 1.5-inch ISO 95+ Optional) One SBS-AA, SC-44. 33 steel or min. 2,506 psi GL, GenFlex ISO Note 2 1 per 1.6 Min. 0.5-inch Fiber Top Hot asphalt BP -AA or or more BP -AA, SBS-TA 75.0 structural concrete Insulation ' ft2 SBS-AA SBS-AA, SBS-TA or APP- or APP-TA TA Min. 2.2-inch ISO 95+ Optional base insulation or Min. 0.5-inch Optional) One SBS-AA, Min. 22 ga., type B, Grade GL, GenFlex ISO Tapered ISO 95+ GL, GenFlex ISO Insulation I.S.O. Spray R; I.S.O. BP -AA or or more BP -AA, SBS-TA SC-45. 33 steel or structrual Insulation or RESISTA, Note 2 1 per 4 ft2 or Tapered RESISTA, GenFlex Coated Glass Twin Pack SBS-AA SBS-AA, SBS-TA or APP- 45. 0 concrete GenFlex Coated Glass Facer; Min. 0.5-inch Fiber Top or APP-TA TA Facer Min. 0.5-inch Dens Optional) One SBS-AA, Min. 22 ga., type B, Grade Deck, Dens Deck Prime Min. 1.5-inch ISO 95+ GL, GenFlex I50 I. S.O. FIX ll; I.S.O. BP - AA or or more BP -AA, SBS-TA SC- 46. 33 steel or min. 2,500 psi or SECUROCK Gypsum- Note 2 1 per 2 ft2 Insulation; Min. 0.5-inch FiberTop C, E or S Stick; I.S.O. Spray R; SBS-AA SBS-AA, SBS-TA or APP- 45. 0' structural concrete Fiber Roof Board I. S.O. Twin Pack or APP-TA TA Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report F8970 01.08-2-1112 for FL984-1132 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 1S of 73 QoTpuNITYIERD TABLE 2A-1: STEEL OR STRUCTURAL CONCRETE DECKS- NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B-1: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) System Deck MDP No. Note 1) Type Fasten Attach Type Attach Base Ply Cap Psf) Note 19) Min. 2.2-inch ISO 95+ Optional base insulation or Min. 0.5-inch Min. 22 ga., type B, Grade GL, GenFlex ISO Tapered ISO 95+ GL, GenFlex ISO Insulation BP -AA, SBS- Optional) One SBS-AA, SC-47. 33 steel or structrual Insulation or RESISTA, Note 2 1 per 4 ft' or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray R; I.S.O. AA SBS-TA or more BP -AA, SBS-TA 45.0' concrete GenFlex Coated Glass Facer; Min. 0.25-inch Dens Deck Prime or Twin Pack or APP-TA SBS-AA, SBS-TA or APP- Facer SECUROCK Gypsum Fiber Roof Board or APP-TA TA Min. 22 ga., type B, Grade Min. 0.5-inch Dens Min. 1.5-inch ISO 95+ GL, GenFlex ISO I.S.O. FIX II; I.S.O. BP -AA, SBS- Optional) One SBS-AA, SC-48. 33 steel or min. 2,500 psi Deck, Dens Deck Prime Note 2 1 per 2 ft' Insulation; Min. 0.25-inch Dens Deck Prime Stick; I.S.O. Spray R; AA, SBS-TA or more BP -AA, SBS-TA 45.0' structural concrete or SECUROCK Gypsum- or SECUROCK Gypsum Fiber Roof Board I.S.O. Twin Pack or APP-TA SBS-AA, SBS-TA or APP- Fiber Roof Board or APP-TA TA Min. 22 ga., type B, Grade Optional min. 0.5-inch base insulation; Optional) OneSBS-CA2, Min. 2-inch ISO 95+ GL, 1 per 1.6 I.S.O. Stick, 6-inch BP -AA, SBS- or more SBS- SC-49. 80 steel or min. 2,500 psi GenFlex ISO Insulation Note 2 ftz Min. 0.5-inch SECUROCK Gypsum -Fiber D.C. AA, SBS-TA CA2, BP -AA, SBS-AA, 67.5 structural concrete Roof Board SBS-AA, SBS-TA SBS-TA Min. 22 ga., type B, Grade Optional) BP- SC-50. 80 steel or min. 2,500 psi Min. 2-inch ISO 95+ GL, Note 2 1 per 1 ft' Min. 0.5-inch Dens Deck Prime I.S.O. Spray R BP -AA, SBS- AA, SBS-AA, SBS-TA 82.5 GenFlex ISO Insulation AA SBS-TA structural concrete SBS-TA Min. 22 ga., type B, Grade Optional) BP- SC-51. 80 steel or min. 2,500 psi Min. 2-inch ISO 95+ GL, Note 2 1 per 1 ft' Min. 0.5-inch Dens Deck Prime I.S.O. Spray R BP -AA, SBS- AA, SBS-AA, SBS-TA 97.5 GenFlex ISO Insulation AA SBS-TA structural concrete SBS-TA SELF -ADHERING BASE: Optional base insulation or Min. 0.5-inch Min. 22 ga., type B, Grade Min. 2-inch ISO 95+ GL, Tapered ISO 95+ GL, GenFlex ISO Insulation SBS-TA SC-52. 33 steel or structrual GenFlex ISO Insulation Note 2 1 per 4 ft' or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray R; I.S.O. SBS-SA Optional) SBS- or APP- 37.5' or RESISTA, GenFlex Twin Pack TA or APP-TA concrete Facer; Optional min. 0.5-inch ISOGARD HD, TA Coated Glass Facer GenFlex HD ISO Min. 22 ga., type B, Grade Min. 0.5-inch Dens Min. 1.5-inch ISO 95+ GL, GenFlex ISO I.S.O. FIX II; I.S.O. SBS-TA SC-53. 33 steel or min. 2,500 psi Deck, Dens Deck Prime Note 2 1 per 2 ft' Insulation; Min. 0.25-inch Dens Deck Prime Stick; I.S.O. Spray R; BASEGARD Optional) SBS- or APP- 45.0' structural concrete or SECUROCK Gypsum- or SECUROCK Gypsum Fiber Roof Board I.S.O. Twin Pack SA TA or APP-TA TA Fiber Roof Board Min. 1.5-inch ISO 95+ Min. 22 ga., type B, Grade GL, GenFlex ISO Optional min. 1.5-inch ISO 95+ GL, GenFlex SBS-TA SC-54. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 1 per 2 ft= ISO Insulation; Min. 0.5-inch Tapered ISO I.S.O. Spray S BASEGARD Optional) SBS- or APP- 45.0+ structural concrete GenFlex Coated Glass 95+ GL, GenFlex ISO Insulation SA TA or APP-TA TA Facer Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report F8970 01 08-2-R12 for FL984-R12 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12. 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 16 of 73 QOTRININ I ERD TABLE 2A-1: STEEL OR STRUCTURAL CONCRETE DECKS:: NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B-1: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER ' Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) System Deck MDP No. Note 1) Type Fasten Attach Type Attach Base Ply Cap Psf) Note 19) Min. 1.5-inch ISO 95+ Optional min. 1.5-inch ISO 95+ GL, GenFlex Min. 22 ga., type B, Grade GL, GenFlex ISO ISO Insulation or Min. 0.5-inch Tapered I50 BASEGARD Optional) SBS- SBS-TA SC-55. 33 steel or min. 2,500 psi' Insulation or RESISTA, Note 2 1 per 2 ftx I.S.O. Spray S or APP- 45.0` 95+ GL, GenFlex ISO Insulation; Min. 0.5- SA TA or APP-TA structural concrete GenFlex Coated Glass inch ISOGARD HD, GenFlex HD ISO TA Facer Min. 2.2-inch ISO 95+ Optional base insulation or Min. 0.5-inch Min. 22 ga., type B, Grade GL, GenFlex ISO Tapered ISO 95+ GL, GenFlex ISO Insulation SBS-TA SC-56. 33 steel or structrual Insulation or RESISTA, Note 2 1 per 4 ft = or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray R; I.S.O. SBS-SA Optional) SBS- or APP- 45.0• concrete GenFlex Coated Glass Facer; Optional min. 0.5-inch ISOGARD HD, Twin Pack TA or APP-TA TA Facer GenFlex HD ISO Min. 22 ga., type B, Grade Min. 2-inch I50 95+ GL, 1 per 1.6 Optional min. 0.5-inch base insulation; I.S.O. Stick, 6-inch BASEGARD Optional) SBS- SBS-AA, SC-57. 33 steel or min. 2,500 psi GenFlex ISO Insulation Note 2 ftz Min. 0.5-inch SECUROCK Gypsum -Fiber O.C. SA AA, SBS-TA SBS-TA 67.5 structural concrete Roof Board I.S.O. FIX ll, I.S.O. Min. 22 ga., type B, Grade Min. 2-inch ISO 95+ GL, Min. 0.5-inch Dens Deck Prime or Spray S or I.S.O. BASEGARD Optional) SBS- SBS-AA, SC-58. steelorl min. psi GenFlex ISO Insulation Note 2 1 per 1 ft, SECUROCK Gypsum -Fiber Roof Board Spray R; I.S.O. Twin SA AA, SBS-TA SBS-TA 67. 5 structural concrete totPack, 4-inch o.c. Min. 22 ga., type B, Grade Min. 2-inch ISO 95+ GL, I. S.O. FIX II, I.S.O. BASEGARD Optional) SBS- SBS-AA, SC- 59. 33 steel or min. 2,500 psi Note 2 1 per 1 ft' Min. 0.5-inch ISOGARD HD, GenFlex HD ISO Spray 5 or I.S.O. Twin 105.0 structural concrete GenFlex ISO Insulation Pack, 4-inch o.c. SA AA, SBS-TA SBS-TA Exterior Research and Design, I.I.C. d/b/a Trinity ERD Evaluation Report F8970 01 08-2-R12 for FL984-R12 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (BM) 443-4272 Appendix 1, Page 17 of 73 QOTRINITYIERD TABLE 2A-2: STEEL DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) - SYSTEM TYPE B-2: MECHANICALLY ATTACHED THERMAL BARRIER, BONDED TEMP ROOF, BONDED TOP INSULATION, BONDED ROOF COVER Thermal Barrier Insulation Layer(s) Roof Cover (Note 14) System Deck No. Note 1) Type Fasten COLD -APPLIED BASE; FIRESTONE MULTI -PURPOSE MB COLD ADHESIVE: Min. 22 ga., Type Min. 0.25-inch Dens B, Grade 33 steel Deck or 0.5-inch SC-60. or min. 2,500 psi SECUROCK Gypsum Note 2 structural Fiber Roof Board primed concrete with V-Force SB Primer Min. 22 ga., Type Min. 0.25-inch Dens B, Grade 33 steel Deck or 0.5-inch SC-61. or min. 2,500 psi SECUROCK Gypsum Note 2 structural Fiber Roof Board primed concrete with V-Force SB Primer Min. 22 ga., Type Min. 0.25-inch Dens B, Grade 33 steel Deck or 0.5-inch SC-62. or min. 2,500 psi SECUROCK Gypsum Note 2 structural Fiber Roof Board primed concrete with V-Force SB Primer Min. 22 ga., Type Min. 0.25-inch Dens B, Grade 33 steel Deck or 0.5-inch SC-63. or min. 2,500 psi SECUROCK Gypsum Note 2 structural Fiber Roof Board primed concrete with V-Force SB Primer Min. 22 ga., Type Min. 0.25-inch Dens B, Grade 33 steel Deck or 0.5-inch SC-64. or min. 2,500 psi SECUROCK Gypsum Note 2 structural Fiber Roof Board primed concrete with V-Force SB Primer Min. 22 ga., Type Min. 0.25-inch Dens B, Grade 33 steel Deck or 0.5-inch SC-65. or min. 2,500 psi SECUROCK Gypsum Note 2 structural Fiber Roof Board primed concrete with V-Force SB Primer Min. 22 ga., Type Min. 0.25-inch Dens B, Grade 33 steel Deck or 0.5-inch SC-66. or min. 2,500 psi SECUROCK Gypsum Note 2 structural Fiber Roof Board primed concrete with V-Force SB Primer COLD -APPLIED BASE; FIRESTONE LIQUIGARD MEMBRANE ADHESIVE: Attach Temp Note Roof Type Attach Base Ply 19) One or more layers Min. 1.5-inch ISO 95+ GL, 1 per 4 I.S.O. BP -CA or (Optional) BP -CA, ft2 V-Force GenFlex ISO Insulation; optional Min. 0.5-inch Stick SBS-CA SBS-CA Tapered ISO 95+ GL, GenFlex ISO Insulation One or more layers Min. 1.5-inch ISO 95+ GL, 1 ft2r 4 V-Force GenFlex ISO Insulation; optional Min. 0.5-inch SI.tick Tapered ISO 95+ GL, GenFlex ISO Insulation One or more layers Min. 1.5-inch ISO 95+ GL, 1 per 4 GenFlex ISO Insulation; optional Min. 0.5-inch I.S.O. ft2 V-Force Tapered ISO 95+GL, GenFlex ISO Insulation; Stick Min. 0.50-inch FiberTop C, E, S One or more layers Min. 1.5-inch ISO 95+ GL, 1 per 4 GenFlex ISO Insulation; optional Min. 0.5-inch I.S.O. ft2 V-Force Tapered ISO 95+ GL, GenFlex ISO Insulation; Stick Min. 0.50-inch ISOGARD HD, GenFlex HD ISO 1 per 4 ft2 V-Force One or more layers Min. 1.5-inch ISO 95+ GL, GenFlex ISO Insulation; optional Min. 0.5-inch Tapered ISO 95+ GL, GenFlex ISO Insulation; Min. 0.50-inch ISOGARD HD, GenFlex HD ISO I.S.O. Stick One or more layers Min. 1.5-inch ISO 95+ GL, 1 per 4 GenFlex ISO Insulation; optional Min. 0.5-inch I.S.O. ft2 V-Force Tapered ISO 95+ GL, GenFlex ISO Insulation; Stick Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum Fiber Roof Board One or more layers Min. 1.5-inch ISO 95+ GL, 1 per 4 GenFlex ISO Insulation; optional Min. 0.5-inch ft2 V-Force Tapered ISO 95+ GL, GenFlex ISO Insulation; StickMin. 0.25-inch Dens Deck Prime or SECUROCKStick GVDSUm Fiber Roof Board APP-CA I None BP -CA or (Optional) BP -CA, SBS-CA SBS-CA BP -CA or I (Optional) BP -CA, SBS-CA SBS-CA APP-CA I None BP -CA or I (Optional) BP -CA, SBS-CA I SBS-CA APP-CA I None Cap IMDPpsf) SBS-CA 1 -45.0* APP-CA 1 -45.0* SBS-CA 1 -37.5* SBS-CA 1 -45.0* APP-CA 1 -45.0* SBS-CA 1 -30.0* APP-CA 1 -37.5* Exterior Research and Design, I.I.C. d/b/a Trinityl ERD Evaluation Report F8970 01 08-2-1112 for FL984-1132 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 18 of 73 TRINITYJERD TABLE 2A-2: STEEL DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) SYSTEM TYPE B-2: MECHANICALLY ATTACHED THERMAL BARRIER, BONDED TEMP ROOF, BONDED TOP INSULATION, BONDED ROOF COVER Thermal Barrier Insulation Layer(s) Roof Cover (Note 14) System Deck Attach Temp MDP No. (Note 1) Type Fasten (Note Roof Type Attach Base Ply Cap (psf) 19) Min. 22 ga., Type Min. 0.25-inch Dens B, Grade 33 steel Deck or 0.5-inch One or more layers Min. 1.5-inch ISO 95+ GL, 1 per 4 I.S.O. BP-CA2 or (Optional) BP-CA2 or SC-67. or min. 2,500 psi SECUROCK Gypsum Note 2 ft2 V-Force GenFlex ISO Insulation; optional Min. 0.5-inch Stick SBS-CA2 SBS-CA2 SBS-CA2 -45.0' structural Fiber Roof Board primed Tapered ISO 95+ GL, GenFlex ISO Insulation concrete with V-Force SB Primer or 0. One or more layers Min. 1.5-inch ISO 95+ GL, Min. 22 ga., Type Min. inch Dens GenFlex ISO Insulation; optional Min. 0.5-inch B, Grade 33 steel Deck or 5-inch 1 per 4 Tapered ISO 95+ GL, GenFlex ISO Insulation; I.S.O. BP-CA2 or (Optional) BP-CA2 or SC-68. or min. 2,500 psi SECUROCK Gypsum Note 2 ft2 V-Force Min. 0.50-inch ISOGARD HD, GenFlex HD ISO Stick SBS-CA2 SBS-CA2 SBS-CA2 -45.0• structural Fiber Roof Board primed concrete with V-Force SB Primer or Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum Fiber Roof Board ASPHALT AN D/OR TORCH APPLIED BASE: Min. 22 ga., Type Min. 0.25-inch Dens One or more layers Min. 1.5-inch ISO 95+ GL, B, Grade 33 steel Deck or 0.5-inch 1 per 4 GenFlex ISO Insulation; optional Min. 0.5-inch I.S.O. BP -AA or ( Optional) One or SBS-AA, SC-69. or min. 2,500 psi SECUROCK Gypsum Note 2 2 V-Force more BP -AA, SBS-AA, SBS-TA or -45.0' ft Tapered ISO 95+ GL, GenFlex ISO Insulation; Stick SBS-AA structural Fiber Roof Board primed Min. 0.50-inch FiberTop C, E, S SBS-TA or APP-TA APP-TA concrete with V-Force SB Primer Min. 22 ga., Type Min. 0.25-inch Dens One or more layers Min. 1.5-inch ISO 95+ GL, B, Grade 33 steel Deck or 0.5-inch 1 per 4 GenFlex ISO Insulation; optional Min. 0.5-inch I.S.O. BP -AA, SBS- (Optional) One or SBS-AA, SC-70. or min. 2,500 psi SECUROCK Gypsum Note 2 ft2 V-Force Tapered ISO 95+ GL, GenFlex ISO Insulation; Stick AA, SBS-TA more BP -AA, SBS-AA, SBS-TA or -45.0• structural Fiber Roof Board primed Min. 0.25-inch Dens Deck Prime or SECUROCK or APP-TA SBS-TA or APP-TA APP-TA concrete with V-Force SB Primer Gypsum Fiber Roof Board SELF -ADHERING BASE: Min. 22 ga., Type Min. 0.25-inch Dens B, Grade 33 steel Deck or 0.5-inch One or more layers Min. 1.5-inch ISO 95+ GL, 1 per 4 I.S.O. BASEGARD (Optional) SBS-TA or SBS-TA or SC-71. or min. 2,500 psi SECUROCK Gypsum Note 2 ft2 V-Force GenFlex ISO Insulation; optional Min. 0.5-inch Stick SA APP-TA APP-TA - 45.0' structural Fiber Roof Board primed Tapered ISO 95+ GL, GenFlex ISO Insulation concrete with V-Force SB Primer Dec or 0. inch Dens One or more layers Min. 1.5-inch ISO 95+ GL, Min. 22 ga., Type GenFlex ISO Insulation; optional Min. 0.5-inch B, Grade 33 steel Deck or 5-inch 1 per 4 Tapered ISO 95+ GL, GenFlex ISO Insulation; I.S.O. BASEGARDpp (Optional) SBS-TA or SBS-TA or SC-72. or min. 2,500 psi SECUROCK Gypsum Note 2 ft2 V-Force Min. 0.50-inch ISOGARD HD, GenFlex HD ISO Stick SA APP-TA APP-TA - 45.0` structural Fiber Roof Board primed concrete with V-Force SB Primer or Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum Fiber Roof Board Exterior Research and Design, U.C. d/b/a Trinity ERD Evaluation Report F8970 01.08-2-1112 for FL984-R32 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 19 of 73 QOTRINITYIERD TABLE 2B: STEEL OR STRUCTURAL CONCRETE DECKS -NEW CONSTRUCTION, REROOF (TEAR -OFF) oR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER Top Insulation Layer Roof Cover (Note 14) System Deck (Note 1) Base Insulation Layer MDP Attach No. Type Fasteners Note 19) Base Ply Cap Psf) COLD -APPLIED BASE; FIRESTONE MULTI -PURPOSE MB COLD ADHESIVE: t Min. 22 ga., type B, Grade 2,500 Optional) One or more layers, y Min. 1.5-inch ISO 95+ GL, GenFlex ISO Note 2 2 1 2 ft2 BP SBS-CA Optional) BP -CA, SBS-CASC-73. 33 steel or min. psi any combination, loose laid Insulation per CA, SBS-CA 45.0' structural concrete Min. 22 ga., type B, Grade 2,500 Optional) One or more layers, Min. 1.5-inch ISO 95+ GL, GenFlex ISO Note 2 212ft2 APP-CA None APP-CASC-74. 33 steel or min. psi any combination, loose laid Insulation per 45.0' structural concrete SC-75. Min. 22 ga., type B, Grade Optional) One or more layers, Min. 2.3-inch ISO 95+ GL, GenFlex ISO Note 2 2 1 per 2 ft BP-CA, SBS-CA Optional) BP -CA, SBS-CA 45.0' 33 steel any combination, loose laid Insulation SBS-CA SC-76. Min. 22 ga., type B, Grade Optional) One or more layers, Min. 2.3-inch ISO 95+ GL, GenFlex ISO Note 2 1 per 2 ft2 APP-CA None APP-CA 45.0' 33 steel any combination, loose laid Insulation Min. 2,500 psi structural Optional) One or more layers, Min. 1.5-inch ISO 95+ GL, GenFlex ISO Note 2 1 2 ft2 BP SBS-CA Optional) BP -CA, SBS-CASC-77. concrete any combination, loose laid Insulation per CA, SBS-CA 45.0' SC-78. Min. 2,500 psi structural Optional) One or more layers, Min. 1.5-inch ISO 95+ GL, GenFlex ISO Note 2 1 per 2 ft2 APP-CA None APP-CA 45.0' concrete any combination, loose laid Insulation Min. 22 ga., type B, Grade Min. 0.5-inch Fiber Top or min. 0.25-inch SC-79. 33 steel or min. 2,500 psi One or more layers, any Dens Deck or 0.25-inch SECUROCK Gypsum Note 2 1 per 2 ft2 BP -CA, SBS-CA Optional) BP -CA, SBS-CA 45.0' structural concrete combination, loose laid Fiber Roof Board SBS-CA Min. 22 ga., type B, Grade One or more layers, any Min. 0.5-inch Fiber Top or min. 0.25-inch SC-80. 33 steel or min. 2,500 psi Dens Deck or 0.25-inch SECUROCK Gypsum Note 2 1 per 2 ft2 APP_CA None APP-CA 45.0+ structural concrete combinationloose laid Fiber Roof Board SC- 81. Min. 22 ga., Type B, Grade 33 or min. 2,500 Optional) One or more la ers,, Min. 0.5-inch ISOGARD HD, GenFlex HD ISO Note 2 2 1 per 2.7 ft BP - CA or SBS- Optional) BP -CA, SBS- CA 45.0' any combination, loose laid CA SBS-CA psi structural Concrete SC- 82. Min. 22 ga., Type B, Grade 33 or min. 2,500 Optional) One or more layers, Min. 0.5-inch ISOGARD HD, GenFlex HD ISO Note 2 1 per 2.7 ft2 APP-CA None APP-CA 45.0 any combination, loose laid psi structural concrete Min. 22 ga., Type B, Optional) One or more layers, Min. 1.5-inch ISOGARD HD Composite, Note 2 1 4 ft2 BP -CA or SBS- Optional) BP -CA, SBS- CA SC-83. Grade 33 or min. 2,500 any combination, loose laid GenFlex HD Composite ISO per CA SBS-CA 45. 0' psi structural concrete Min. 22 ga., Type B, Optional) One more layers, Min. 1.5-inch ISOGARD Composite, Note 2 1 4 ft2 APP-CA None APP-CA SC-84. Grade 33 or min. 2,500 any combinationn,, loose laid IS GenFlexHDCompositeISOper 45.0' psistructural concrete Min. 22 ga., type B, Grade Optional) One or more layers, yMin. 2-inch Optional) BP -CA, SC- 85. 33 steel or min. 2,500 psi any combination, loose laid ISO 95+ GL, GenFlex ISO Insulation Note 2 1 per 1.3 ft2 BP -CA, SBS-CA SBS- CA SBS- CA 52.5 structural concrete Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report F8970.01.08-2-1112 for FL984-R32 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 20 of 73 V TRINI7YIERD TABLE 2B: STEEL OR STRUCTURAL CONCRETE DECKS- NEW CONSTRUCTIONf;RER0 F (TEAR -OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER Top Insulation Layer Roof Cover (Note 14) System Deck (Note 1) Base Insulation Layer MDP Attach No. Type Fasteners Note 19) Base Ply Cap Psf) SC-86. Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi Optional) One or more layers, Min. 2-inch Note 2 2 1 per 1.3 ft APP-CA None APP-CA 52.5 any combination, loose laid ISO 95+ GL, GenFlex ISO Insulation structural concrete SC-87. Min. 22 ga., type B, Grade Optional) One or more layers, Min. 2.3-inch ISO 95+ GL, GenFlex ISO Note 2 1 per 1.3 ft BP -CA, SBS-CA Optional) BP -CA, SBS-CA 52.5 33 steel any combination, loose laid Insulation SBS CA Min. 22 ga., type B, Grade Optional) One or more layers, Min. 2.3-inch ISO 95+ GL, GenFlex ISO SC 88 33 steel any combination, loose laid Insulation Note 2 1 per 1.3 ft2 APP-CA None APP-CA 52.5 SC-89. Min. 2,500 psi structural Optional) One or more layers, Min. 2-inch ISO 95+ GL, GenFlex ISO Note 2 z 1 per 1.3 ft BP -CA, SBS-CA Optional) BP -CA, SBS CA 52.5 concrete any combination, loose laid Insulation SBS-CA SC-90. Min. 2,500 psi structural Optional) One or more layers, Min. 2-inch ISO 95+ GL, GenFlex ISO Note 2 1 per 1.3 ft2 APP-CA None APP-CA 52.5 concrete any combination, loose laid Insulation SC-91. Min. 22 ga. Type B, Grade Optional) One or more layers, Min. 2-inch ISO 95+ GL, GenFlex ISO Note 2 2 1 per 1.8 ft SBS-CA None SBS CA 60.0 33 steel any combination, loose laid Insulation, long joints staggered 4 ft Min. 1.5-inch ISOGARD HD Composite, SC 92 Min. 22 ga. Type B: Grade Optional) One more layers, GenFlex HD Composite ISO, long joints Note 2 1 per 2.7 ft2 SBS-CA None SBS-CA 60.0 33 steel any combinationn,, loose laid staggered 4 ft Min. 1-inch RESISTA, GenFlex Coated Glass Min. 22 ga. Type B, Grade One or more layers, min. 0.5- inch, loose Facer or min. 0.5-inch Dens Deck Prime or Note 2 1 1.6 ft2 SBS-CA None SBS-CA 67.5SC-93. 33 steel any combination, SECUROCK Gypsum -Fiber Roof Board, long per laid joints staggered 4 ft Min. 1.5-inch ISOGARD HD Composite, SC-94. Min: 22 ga. Type B, Grade Optional) One or more layers, GenFlex HD Composite ISO, long joints Note 2 1 per 1.8 ft2 SBS-CA None SBS-CA 75.0 33 steel any combination, loose laid staggered 4 ft Min. 22 ga., type B, Grade Min. 1.5-inch Min. 0.5-inch SECUROCK Gypsum -Fiber SC-95. 33 steel or min. 2,500 psi ISO 95+ GL, GenFlex ISO Roof Board Note 2 2 1 per 1.5 ft SBS-CA None SBS-CA 90.0 structural concrete Insulation COLD -APPLIED BASE; FIRESTONE LIQUIGARD MEMBRANE ADHESIVE: - w Min. 22 ga., Type B, Optional) One or more layers, Min. 1.5-inch ISO 95+ GL, GenFlex ISO Note 2 2 1 2.7 ft BP-CA2 or SBS- Optional) BP-CA2 or SBS-CA2SC-96. Grade 33 or min. 2,500 any combination, loose laid Insulation per CA2 SBS-CA2 45.0' psi structural concrete Min. 22 ga., Type B, Optional) One or more layers, Min. 2-inch ISO 95+ GL, GenFlex 150 Note 2 z 1 4 ft BP-CA2 or SBS- Optional) BP-CA2 or SBS-CA2SC-97. Grade 33 or min. 2,500 any combination, loose laid Insulation per CA2 SBS-CA2 45.0 psi structural concrete Min. 22 ga., Type B, p ) yO tlonal One or more layers, Min. 0.25-inch Dens Deck Prime or min. Note 2 1 2.7 ft2 BP-CA2 or SBS- Optional) BP-CA2 or SBS-CA2SC-98. Grade 33 or min. 2,500 any combination, loose laid-- 0.5 inch ISOGARD HD, GenFlex HD ISO per CA2 SBS-CA2 45.0' psi structural concrete Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970 01 08-2-R12 for FL984-R12 Certificate of Authorization N9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 21 of 73 TRINITYJERD TABLE 2B: STEEL OR STRUCTURAL CONCRETE DECKS- NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER Top Insulation Layer Roof Cover (Note 14) System Deck (Note 1) Base Insulation Layer MDP AttachNo. Type Fasteners Base Ply Cap Psf) Note 19) SC-99. Min. 22 ga., Type B, Grade 33 or min. 2,500 Optional) One or more layers, y Min. 1.5-inch ISO 95+ GL, GenFlex ISO Note 2 2 1 per 1.8 ft or SBS- Optional) BP-CA2 or SBS-CA2 60.0 psi structural concrete any combination, loose laid Insulation CA2 CA2 SBS-CA2 SC-100. Min. 22 ga. Type B, Grade Optional) One more layers, Min. 1.5-inch ISOGARD HD Composite, GenFlex HD Composite ISO, long Note 2 1 2.7 ft2 BP - or SBS- Optional) BP-CA2 or 33 steel any combinationn,, loose laid joints per CA2CA2 SBS-CA2 SBS-CA2 60.0 staggered 4 ft Min. 1-inch RESISTA, GenFlex Coated Glass One or more layers, min. 0.5- Min. 22 ga. Type B, Grade Facer or min. 0.5-inch Dens Deck Prime or 2 BP-CA2 or SBS- Optional) BP-CA2 or SC-101. 33 steel inch, any combination, loose SECUROCK Gypsum -Fiber Roof Board, long Note 2 1 per 1.6 ft CA2 SBS-CA2 SBS-CA2 67.5 laid joints staggered 4 ft Min. 1.5-inch ISOGARD HD Composite, SC-102. Min. 22 ga. Type B. Grade Optional) One or more layers, GenFlex HD Composite ISO, long joints Note 2 1 per 1.8 ft2 BP-CA2 or SBS- Optional) BP-CA2 or SBS-CA2 75.0 33 steel any combination, loose laid staggered 4 ft CA2 SBS-CA2 SC-103. Min. 22 ga., Type B, Grade 33 or min. 2,500 Optional) One or more layers, y Min. 2-inch ISO 95+ GL, GenFlex ISO Note 2 1 per 1.6 ft2 or SBS- Optional) BP-CA2 or SBS-CA2 82.5 psi structural concrete any combination, loose laid Insulation CA2A2C SBS-CA2 Min. 22 ga., Type B, Optional) One or more la ers, y Min. 1.5-inch ISO 95+ GL, GenFlex ISO or SBS- Optional) BP-CA2 or SC-104. Grade 33 or min. 2,500 any combination, loose laid Insulation Note 2 1 per 1.3 ft2 CA2CA2 SBS-CA2 SBS-CA2 90.0 psi structural concrete SC-105. Min. 22 ga., Type B, Grade 33 or min. 2,500 Optional) One or more layers, Min. 1.5-inch ISO 95+ GL, GenFlex ISOBP Note 2 1 per 1 ft2 or SBS- Optional) BP-CA2 or SBS-CA2 97.5 psi structural concrete any combination, loose laid Insulation CA2A2C SBS-CA2 SC-106. Min. 22 ga., Type B, Grade 33 or min. 2,500 Optional) One or more layers, y Min. 2-inch ISO 95+ GL, GenFlex ISO Note 2 1 per 1 ft' or SBS- Optional) BP-CA2 or SBS-CA2 112.5 psi structural concrete any combination, loose laid Insulation A2CA2C SBS-CA2 SC-307. Min. 22 ga., Type B, Grade 80 2,500 Optional) One or more layers, Min. 2-inch I50 95+ GL, GenFlex I50 Note 2 1 1 ft2 BP-CA2 or SBS- Optional) BP-CA2 or or min. any combination, loose laid Insulation per CA2 SBS-CA2 SBS-CA2 135.0 psi structural concrete ASPHALT AND/OR TORCH APPLIED BASE: Min. 22 ga., type B, Grade One or more layers, any y or SBS- Optional) One or SBS-AA, SC-108. 33 steel or min. 2,500 psi combination, loose laid Min. 0.5inch Fiber Top Note 2 1 per 2 ft2 AAAA more BP -AA, SBS-AA, SBS-TA or 45.0' structural concrete SBS-TA or APP-TA APP-TA Min. 22 ga., type B, Grade Optional) One or more layers, BP -AA, SBS-AA, Optional) One or SBS-AA, SC-109. 33 steel or min. 2,500 psi Min. 0.25-inch Dens -Deck Prime Note 2 2 1 per 4 ft SBS-TA or APP- more BP -AA, SBS-AA, SBS-TA or 45.0' structural concrete any combination, loose laid TA SBS-TA or APP-TA APP-TA Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report F8970.01.08-2-R12 for FL984-R12 Certificate of Authorization 89503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 22 of 73 QOTRINITYIERD Y TABLE 2B: STEEL OR STRUCTURAL CONCRETE DECKS -NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER Top Insulation Layer Roof Cover (Note 14) SNtoem Deck (Note 1) Base Insulation Layer PD ) Attach Type Fasteners Note 19) Base Ply Cap Min. 22 ga., type B, Grade Optional) One or more layers, Min. inch Dens Deck inch Note 2 1 2 ft2 BP -AA, SBS-AA, SBS-TA APP- Optional) One or BP SBS-AA, SBS-AA, SBS-TASC-110. 33 steel or min. 2,500 psi any combination, loose laid SECUROCK Gypsum Fiber Roof ardooffBoard per or more -AA, or 45.0` structural concrete TA SBS-TA or APP-TA APP-TA Min. 22 ga. Type B, Grade One or more layers, min. 1-inch, Min. 0.5-inch Dens Deck Prime, long joints Note 2 1 1.3 ft2 BP -AA, SBS-AA, Optional) BP -AA, SBS-AA, SC-111. 33 steel any combination, loose laid staggered 4 ft per SBS-TA SBS-AA, SBS-TA SBS-TA 67.5 Min. 22 ga. Type B, Grade One or more layers, min. 1-inch, Min. 0.25-inch SECUROCK Gypsum -Fiber Note 2 2 1 1.8 ft2 BP -AA, SBS-AA, Optional) BP -AA, SBS-AA, 67.5SC-112. 33 steel any combination, loose laid Roof Board, long joints staggered 4 ft per SBS-TA SBS-AA, SBS-TA SBS-TA Min. 22 ga. Type B, Grade One or more layers, min. 1-inch, Min. 0.5-inch SECUROCK Gypsum -Fiber Note 2 1 1.8 ft2 BP -AA, SBS-AA, Optional) BP -AA, SBS-AA, 75.0SC-113. 33 steel any combination, loose laid Roof Board, long joints staggered 4 ft per SBS-TA SBS-AA, SBS-TA SBS-TA Min. 22 ga., type B, Grade Min. 1.5-inch SC-114. 33 steel or min. 2,500 psi ISO 95+ GL, GenFlex ISO Min. 0.5-inch Dens -Deck Prime • Note 2 1 per 1.3 ft2 SBS-TA None SBS-TA 97.5 structural concrete Insulation Min. 22 ga., type B, Grade Min. 2.2-inch SC-115. 33 steel or min. 2,500 psi ISO 95+ GL, GenFlex ISO Min. 0.5-inch Dens -Deck Prime Note 2 21per1.3 ft2 BP -AA or SBS- One or more BP -AA SBS-AA 112.5 structural concrete Insulation AA or SBS-AA Min. 22 ga., type B, Grade Min. 1.5-inch SC-116. 33 steel or min. 2,500 psi ISO 95+ GL, GenFlex ISO Min. 0.5-inch Dens -Deck Prime Note 2 1 per 1 ft2 SBS-TA None SBS-TA 127.5 structural concrete Insulation Min. 22 ga., type B, Grade Min. 1.5-inch Min. 0.5-inch SECUROCK Gypsum -Fiber Note 2 2 1 1 ft SBS-TA SBS-TA SBS-TASC-117. 33 steel or min. 2,500 psi ISO 95+ GL, GenFlex ISO Roof Board per Optional) 150.0 structural concrete Insulation Min. 22 ga., type B, Grade Min. 2.2-inch Min. 0.5-inch Dens Prime Note 2 1 1 ft2 BP -AA or SBS- One or more BP -AA SBS-AASC-118. 33 steel or min. 2,500 psi ISO 95+ GL, GenFlex ISO Deck per AA SBS-AAorstructural 157.5 concrete Insulation Min. 22 ga., type B, Grade Min. 2.2-inch Min. 0.5-inch SECUROCK Gypsum -Fiber Note 2 1 1.3 ft2 BP -AA or SBS- One or more BP -AA SBS-AASC-119. 33 steel or min. 2,500 psi ISO 95+ GL, GenFlex ISO Roof Board per AA or SBS-AA 157.5 structural concrete Insulation Min. 22 ga., type B, Grade Min. 2.2-inch Min. 0.5-inch SECUROCK Gypsum -Fiber Note 2 2 1 1 ft2 BP -AA or SBS- One or more BP -AA SBS-AASC-120. 33 steel or min. 2,500 psi ISO 95+ GL, GenFlex ISO Roof Board per AA or SBS-AA 172.5 structural concrete Insulation SELF -ADHERING BASE: • I Min. 22 ga., type B, Grade One or more la ers, anyy Min. 0.25-inch Dens Prime Note 2 2 1 2 ft BASEGARD SA Optional) SBS-TA or SBS-TA or SC-121. 33 steel or min. 2,500 psi combination, loose laid Deck per APP-TA APP-TA 45.0 structural concrete Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report F8970.01 08-2-1112 for FL984-R12 Certificate of Authorization N9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Produce Company, LLC; (800) 443-4272 Appendix 1, Page 23 of 73 QOTRINITYIERD µ TABLE_ 2B: STEEL OR STRUCTURAL CONCRETE DECKS -NEWCONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C:. MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER Top Insulation Layer Roof Cover (Note 14) SNtoem Deck (Note 1) Base Insulation Layer IVIDP Attach Type Fasteners Note 19) Base Ply Cap P f) Min. 22 ga., type B, Grade SC-122. 33 steel or min. 2,500 psi One or more layers, any Min. 0.25-inch Dens -Deck Prime Note 2 21per2ft2 BASEGARD SA Optional) SBS-AA SBS-AA 45.0' combination, loose laid structural concrete SC-123. Min. 22 ga., type B, Grade Optional) One or more layers, Min. 2.2-inch Note 2 1 per 4 ft2 BASEGARD SA Optional) SBS-TA or SBS-TA or 45.0' 33 steel any combination, loose laid ISO 95+ GL, GenFlex ISO Insulation APP-TA APP-TA Min. 2,500 psi structural Optional) One or more layers, Min. 1.5-inch Optional) SBS-TA or SBS-TA or SC-124. concrete any combination, loose laid ISO 95+ GL, GenFlex ISO Insulation Note 2 1 per 4 ft2 BASEGARD SA APP-TA APP-TA 45.0• SC-125. Min. 22 ga., type B, Grade 33 2,500 Optional) One or more layers, Min. 1.5-inch Note 2 1 2.7 ft2 BASEGARD SAsteelormin. psi any combination, loose laid ISO 95+ GL, GenFlex ISO Insulation per Optional) SBS-TA SBS-TA 45.0• structural concrete SC-126. Min. 22 ga., type B, Grade Optional) One or more layers„ Min. 2.2-inch Note 2 1 per 4 ft2p BASEGARD SA Optional) SBS-AA SBS-AA 45.0' 33 steel any combination, loose laid ISO 95+ GL, GenFlex 150 Insulation SC-127. Min. 2,500 psi structural Optional) One or more layers, Min. 1.5-inch Note 2 1 4 ft2 BASEGARD SA SBS-AA concrete any combination, loose laid ISO 95+ GL, GenFlex ISO Insulation perP Optional) SBS-AA 45.0' SC-128. Min. 22 ga., Type B, Grade 33 or min. 2,500 Optional) One or more la ers, y Min. 1.5-inch RESISTA, GenFlex Coated Note 2 1 per 2.7 ft2 BASEGARD SA Optional) SBS-TA or SBS-TA or 45.0' psi structural concrete any combination, loose laid Glass Facer APP-TA APP-TA SC-129. Min. 22 ga., Type B, Grade 33 or min. 2,500 Optional) One or more layers, Min. 0.5-inch ISOGARD HD, GenFlex HD ISO Note 2 2 1 per 2.7 ft BASEGARD SA Optional) SBS TA or SBS-TA or 45.0• psi structural concrete any combination, loose laid APP-TA APP-TA SC-130. Min. 22 ga., Type B, Grade 33 2,500 Optional) One or more layers, Min. 1.5-inch ISOGARD HD Composite, Note 2 1 4 ft2 BASEGARD Optional) SBS-TA or SBS-TA or or min. any combination, loose laid GenFlex HD Composite ISO per SA APP-TA APP-TA 45.0' psi structural concrete SC-131. Min. 22 ga., Type B, Grade 33 or min. 2,500 Optional) One more layers, Min. RESISTA, GenFlex Coated Note 2 1 per 2.7 ft2P BASEGARD SA Optional) SBS-AA SBS-AA 45.0• any combination, loose laidn, FacerGlassFacer psi structural concrete Min. 22 ga., Type B, Optional) One or more layers, 2SC-132. Grade 33 or min. 2,500 Min. 0.5-inch ISOGARD HD, GenFlex HD ISO Note 2 1 per 2.7 ft2 BASEGARD SA Optional) SBS-AA SBS-AA 45.0' psi structural concrete any combination, loose laid SC-133. Min. 22 ga., Type B, Grade 33 2,500 Optional) One or more layers, Min. 1.5-inch ISOGARD HD Composite, Note 2 214ft2 BASEGARDormin. any combination, loose laid GenFlex HD Composite ISO per SA Optional) SBS-AA SBS-AA 45.0• psi structural concrete SC-134. Min. 22 ga. Type B, Grade Optional) One or more layers, Min. 2-inch ISO 95+ GL, GenFlex ISO Note 2 212.7 ft BASEGARD SA Optional) BP -AA, SBS-AA, 33 steel any combination, loose laid Insulation per SBS-AA, SBS-TA SBS-TA 45.0 SC-135. Min. 22 ga. Type B, Grade Optional) One or more layers, Min. 1.5-inch ISO 95+ GL, GenFlex ISO Note 2 1 1.8 ft2 BASEGARD SA Optional) SBS-AA or SBS-AA or 33 steel any combination, loose laid Insulation per SBS-TA SBS-TA 60.0 Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report F8970.01.08-2-1112 for FL984-R32 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 24 of 73 i t 11 ( TRINITY ERD TABLE 2B: STEEL OR STRUCTURAL CONCRETE DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER Top Insulation Layer Roof Cover (Note 14) SNtoem Deck (Note 1) Base Insulation Layer MDP psf) Attach Type Fastener Note 19) Base Ply Cap SC-136. Min. 22 ga. Type B, Grade Optional) One more layers, Min. 1.5-inch ISOGARD HD Composite, GenFlex HD Composite ISO, long joints Note 2 1 per 2.7 ft2 BASEGARD SA Optional) SBS-AA or SBS-AA or 60.0 33 steel any combination, loose laid staggered 4 ft SBS-TA SBS-TA Min. 1-inch RESISTA, GenFlex Coated Glass SC 137. Min. 22 ga. Type B, Grade One or more layersmin. 0.5- inch, any combination, loose Facer or min. 0.5-inch Dens Deck Prime or Note 2 2 1 per 1.6 ft BASEGARD SA Optional) BP -AA, SBS-AA, 67. 5 33 steel SECUROCK Gypsum -Fiber Roof Board, long SBS-AA, SBS-TA SBS-TA laid joints staggered 4 It SC- 138. ' Min. 22 ga. Type B, Grade One or more layers, min. 1-inch, Min. 0.25-inch SECUROCK Gypsum -Fiber Note 2 i 1 per 1.8 ft BASEGARD SA Optional) BP -AA, SBS-AA, 67. 5 33 steel any combination, loose laid Roof Board, long joints staggered 4 ft SBS-AA, SBS-TA SBS-TA SC- 139. Min. 22 ga. Type B, Grade Optional) One or more layers, Min. 1.5-inch ISOGARD HD Composite, GenFlex HD Composite ISO, long joints Note 2 1 per 1.8 ftZ BASEGARD SA Optional) BP -AA, SBS-AA, 75. 0 33 steel any combination, loose laid staggered 4 ft SBS- AA, SBS-TA SBS-TA SC- 140. Min. 22 ga. Type B, Grade One or more layers, any Min. 0.5-inch Dens Deck Prime Note 2 Z 1 per 1.3 ft BASEGARD SA Optional) BP -AA, SBS-AA, 75. 0 33 steel combination, loose laid SBS-AA, SBS-TA SBS-TA SC- 141. Min. 22 ga. Type B, Grade One or more layers, min. 1-inch, Min. 0.5-inch SECUROCK Gypsum -Fiber Note 2 2 1 per 1.8 ft BASEGARD SA Optional) BP -AA, SBS-AA, 75. 0 33 steel any combination, loose laid . Roof Board, long joints staggered 4 ft SBS-AA, SBS-TA SBS-TA Exterior Research and Design, U.C. d/b/a Trinityl ERD Evaluation Report F8970 01 08-2-R12 for FL984-R12 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 25 of 73 QOTRINITYIERD TABLE 2C: STEEL OR STRUCTURAL CONCRETE DECKS- NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPED: INSULATED; MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Insulation Layer(s) Base Sheet 77771 Roof Cover (Note 14) MDP No. Deck (Note 1) Type Attach Type Fasteners Attach Ply Cap Psf) COLD -APPLIED; FIRESTONE MULTI -PURPOSE MB COLD ADHESIVE: 18-inch o.c. at the 3-inch side lap and Min. 22 ga., type B, Grade One more 585 Base, SBS Note 2, but with Dekfast 12-inch o.c. at two, equally sqYspaced, Optional) BP- SC-142. 33 steel or min. 2,500 psi layerss,, any Loose -laid Base-P, SBS Hex only staggered rows in the center of the CA or SBS-CA SBS-CA 45.0' structural concrete combination Premium sheet Min. 22 ga., type B, Grade One or more MB Base, 12-inch o.c. at the 4-inch side lap and SC-143. steel min. psi layersany Loose -laid Channel Venting Note 2 12-Inch o.c. at two, equally spaced, Optional) BP- SBS-CA or APP- 45. 0' l concrete structuralstcombination Base staggered rows in the center of the CA or SBS-CA CA sheet Min. 22 ga., type B, Grade One or more Prelim. Firestone All Purpose 12- inch o.c. within the 4-inch torch side SBS-CA or APP- SC- 144. 33 steel or min. 2,500 psi layers, any SBS Poly Base Fastener with MB 2" Barbed None 45.0' AttachedlapCAstructural concrete combination Metal Lap Plates Min. 1.5-inch ISO Min. 22 ga., type B, Grade 95+ GL, GenFlex SBS Poly Torch Firestone Heavy -Duty Plus 12-inch o.c. through the batten strips SBS-CA SC- 145. Loose -laid with Firestone Coiled Metal within the 3-inch torched laps spaced None polyester only) 67.5 33 steel ISO Insulation or ISO 300 Base Batten Strip 36.5-inch o.c. or APP-CA Min. 1.5-inch ISO Min. 22 ga., type B, Grade 95+ GL, GenFlex SBS Poly Torch Firestone Heavy -Duty Plus 6-inch o.c. through the batten strips SBS-CA SC- 146. 33 steel ISO Insulation or Loose - laid Base with Firestone Coiled Metal within the 3-inch torched aced lapssPPNone polyester only) 112.5 ISO 300 Batten Strip 36.5-inch o.c. or APP-CA Min. 1.5-inch ISO Firestone Heavy -Duty Plus 6-inch o.c. through the batten strips SBS-CA Min. 22 ga., type B, Grade 95+ GL, GenFlex SBS Poly Torch SC- 147. Loose -laid with Firestone Coiled Metal within the 3-inch torched laps spaced None polyester only) 127.5 g0 steel ISO Insulation or ISO 300 Base Batten Strip 36.5-inch o.c. or APP-CA COLD - APPLIED; FIRESTONE LIQUIGARD MEMBRANE ADHESIVE: MB Base, Channel Venting Min. 22 ga., type B, Grade One or more Prelim. Base, SBS Base, 18-inch o.c. at the min. 3-inch side lap Optional) SBS- SC- 148. 33 steel or min. 2,500 psi layers, any Attached SBS PolyBase, Note 2 and 18-inch o.c. at one staggered row in CA2 SBS- CA2 45.0' structural concrete combination the center of the sheet SBS Premium Base MB Base, Min. 22 ga., type B, Grade One or more Channel Venting 12-inch o.c. at the min. 4-inch side lap SC- 149. 33 steel min. 2,500 psi layersany Loose -laid Base, SBS Base, Note 2 and 12-inch o.c. at two, equally spaced SBS-CA2 SBS-CA 60.0 SBS PolyBase, staggered rows in the center of the structurall concrete combination SBS Premium sheet Base ASPHALT AND/ OR TORCH APPLIED: Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report F8970 01.08-2-1112 for FL984-R12 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 26 of 73 QOTRINITYIERD TABLE 2C: STEEL OR STRUCTURAL CONCRETE DECKS- NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Insulation Layer(s) Base Sheet Roof Cover (Note 14) MDP No. Deck (Note 1) Type Attach Type Fasteners Attach Ply Cap Psf) 18-inch o.c. at the 3-inch side lap and Optional) One Min. 22 ga., type B, Grade One or more Prelim. MB Base, 36-inch o.c. at two, equally spaced, or more BP -AA, SBS-AA, SBS-TA SC-150. 33 steel or min. 2,500 psi layers, any Attached Channel Venting Note 2 staggered rows in the center of the 5BS-AA, SBS-TA or APP-TA 45.0 structural concrete combination Base sheet or APP-TA Min. 22 ga., type B, Grade One or more Prelim. 5BS Poly Torch Firestone All Purpose 18-inch o.c. within the 4-inch torched Optional) SBS- SC-151. 33 steel layers, any Attached Base Fastener with MB 2" Barbed side lap. TA SBS-TA 45.0' combination Metal Lap Plates Min. 22 ga., type B, Grade One or more Prelim. Firestone HD Fasteners with 18-inch o.c. through the batten strips at One or more SBS-AA or SBS- SC-152. 33 steel layers, any Attached SBS Poly Base Firestone Coiled Metal the 4-inch laps BP -AA, SBS-AA TA 52.5 combination Batten Strip or SBS-TA Min. 22 ga., type B, Grade One or more Prelim. SBS Poly Torch Firestone HD Fasteners with 12-inch o.c. through the batten strips Optional) SBS- SBS-TA SC-153. 33 steel or min. 2,500 psi layers, any Attached Base Firestone Batten StripsP within the 4-inch wide torched lapsP TA polyester only) 67.5 structural concrete combination MB Base, 12-inch o.c. at the 4-inch side lap and Optional) One Min. 22 ga., type B, Grade One more Prelim. Channel Venting 12-inch o.c. at two, equally spaced, or more BP -AA, SBS-AA or SBS- SC-154. steel min. psi layers, any Attached Base or Venting Note 2 staggered rows in the center of the SBS-AA or SBS- TA 82.5 t tostructuralconcretel combination Base Sheet sheet TA Min. 22 ga., type B, Grade One or more Firestone HD Plus Fasteners SC-155. 33 steel or min. 2,500 psi layers, any Prelim. SBS Poly Torch with Firestone Coiled Metal 6-inch o.c. through the batten strips Optional) SBS- SBS-TA 157.5 Attached Base within the 4-inch torched laps TA polyester only) structural concrete combination Batten Strip SELF -ADHERING BASE PLY: , Min. 22 ga., type B, Grade One or more Prelim. Firestone HD Fasteners with 18-inch o.c. through the batten strips at SBS-AA or SBS- SC-156. 33 steel layers, any Attached SBS Poly Base Firestone Coiled Metal the 4-inch laps BASEGARD SA TA 52.5 combination Batten Strip Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970.01.08-2-R32 for FL984-1132 Certificate of Authorization 89503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) "3-4272 Appendix 1, Page 27 of 73 I TRINITY I ERD TABLE 3A: STRUCTURAL CONCRETE DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MOPOP No. Note 1) Primer Type Attach Type Attach Base Ply Cap COLD=APPLIED BASE; FIRESTONE MULTI -PURPOSE MB COLD ADHESIVE: I.S.O. FIX II; I.S.O. FIX II; I.S.O. Spray I.S.O. Spray Min. 2,500 Min. 1.5-inch RESISTA, S; I.S.O. Optional additional layers or base insulation and/or S; I.S.O. Optional BP -CA, SBS- Optional) BP -CA, C-1 psi structural GenFlex Coated Glass Stick; I.S.O. min. 0.5-inch Tapered RESISTA, GenFlex Coated Glass Stick; I.S.O. SBS-CA 52.5 concrete ASTM D41 Facer Spray R; Facer Spray R; CA SBS CA I.S.O. Twin I.S.O. Twin Pack Pack I.S.O. FIX II; I.S.O. FIX ll; I.S.O. Spray I.S.O. Spray Min. 2,500 Min. 1.5-inch RESISTA, S; I.S.O. Optional additional layers or base insulation and/or S; I.S.O. C-2 psi structural Optional GenFlex Coated Glass Stick; I.S.O. min. 0.5-inch Tapered RESISTA, GenFlex Coated Glass Stick; I.S.O. APP-CA None APP-CA 52.5 concrete ASTM D41 Facer Spray R; Facer Spray R; I.S.O. Twin I.S.O. Twin Pack Pack I.S.O. FIX II; I.S.O. FIX II; I.S.O. Spray Optional) Additional layers of min. 1-inch base I.S.O. Spray Min. 2,500 5; I.S.O. insulation and/or min. 0.5-inch Tapered ISO 95+ GL, S; I.S.O. C-3 psi structural Optional Min. 1.5-inchIS095+GL, Stick; I.S.O. GenFlex ISO Insulation followed by min. 0.5-inch Stick; I.S.O. SBS-CA Optional) SBS-CA SBS-CA 60.0 concrete ASTM D41 GenFlex ISO Insulation Spray R; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Spray R; I.S.O. Twin Board I.S.O. Twin Pack Pack I.S.O. FIX II; I.S.O. FIX II; I.S.O. Spray Optional) Additional layers of min. 1-inch base I.S.O. Spray Min. 2,500 S; I.S.O. insulation and/or min. 0.5-inch Tapered ISO 95+ GL, S; I.S.O. C-4 psi structural Optional Min. 1.5-inch ISO 95+GL, Stick; I.S.O. GenFlex ISO Insulation followed by min. 0.5-inch Stick; I.S.O. APP-CA None APP-CA 60.0 ASTM D41 GenFlex I50 Insulation concrete Spray R; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Spray R; I.S.O. Twin Board I.S.O. Twin Pack Pack I.S.O. FIX II; I.S.O. FIX ll; I.S.O. Stick; I.S.O. Stick; Min. Optional Min. 1.5-Inch ISO 95+ GL, I.S.O. Spray I.S.O. Spray BP -CA, SBS- Optional) BP -CA, C-5 psi structural Optional) One or more layers base insulation SBS-CA 67.5 ASTM D41 GenFlex ISO Insulation R; I.S.O. R; I.S.O. CA SBS-CA concrete Twin Pack Twin Pack or CR-20 or CR-20 Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report 1`8970.01.08-2-1112 for FL984-R12 Certificate of Authorization 99503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 28 of 73 TRINITYJERD y TABLE 3A: STRUCTURAL CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) ` SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP No. Note 1) Primer Type Attach Type Attach Base Ply Cap psf) I.S.O. FIX 11; I.S.O. FIX II; I.S.O. Stick; I.S.O. Stick; Min. Optional Min. 1.5-inch ISO 95+ GL, I.S.O. Spray I.S.O. Spray C-6 psi structural Optional) One or more layers base insulation APP-CA None APP-CA 67.5 ASTM D41 GenFlex ISO Insulation R; I.S.O. R; I.S.O. concrete Twin Pack Twin Pack or CR-20 or CR-20 Optional) One or more I.S.O. FIX II; I.S.O. FIX II; Min. 2,500 Optional layers of min. 1.5-inch I.S.O. Stick; I.S.O. Stick; BP -CA or Optional) BP -CA, C-7 psi structural I.S.O. Spray Min. 0.5-inch ISOGARD HD, GenFlex HD ISO I.S.O. Spray SBS-CA 67.5 concrete ASTM D41 ISO 95+GL, GenFlex ISO R; I.S.O. R; I.S.O. SBS-CA SBS-CA Insulation Twin Pack Twin Pack I.S.O. FIX 11; I.S.O. FIX II; Min. 2,500 Optional) One or more I.S.O. Stick; I.S.O. Stick; C-8 psi structural Optional layers of min. 1.5-inch I.S.O. Spray Min. 0.5-inch ISOGARD HD, GenFlex HD ISO I.S.O. Spray APP-CA None APP-CA 67.5 concrete ASTM D41 ISO 95+ GL, GenFlex ISO R; I.S.O. R; I.S.O. Insulation Twin Pack Twin Pack I.S.O. FIX 11; I.S.O. FIX II; I.S.O. Stick; I.S.O. Stick; Min. Min. 1.5-inch ISO 95+ GL, I.S.O. Spraypy I.S.O. Spraypy BP -CA, SBS Optional) BP -CA, C-9 structuralpsistructural None Optional) One or more layers base insulation SBS-CA 82.5 GenFlex ISO Insulation R; I.S.O. R; I.S.O. CA SBS-CA concrete Twin Pack Twin Pack or CR-20 or CR-20 I.S.O. FIX 11; Min. 2,500 Min. 0.25-inch I.S.O. Stick; Optional) SBS-CA, SBS-CA, SBS- C-10 psi structural None SECUROCK Gypsum -Fiber I.S.O. Spray None N/A SBS-CA SBS-CA2, SBS-AA, CA2, SBS-AA 144.5 concrete Roof Board R; I.S.O. SBS-TA or SBS-TA Twin Pack Min. 2,500 Optional) Additional layers of base insulation and/or C-11 psi structural None Min. 1-inch ISO 95+ GL, I.S.O. Spray min. 0.5-inch Tapered ISO 95+ GL, GenFlex ISO I.S.O. Spray APP-CA None APP-CA 67.5 concrete GenFlex ISO Insulation S Insulation S Min. 2,500 Optional) Additional layers of base insulation and/or C-12 psi structural None Min. 1-inch ISO 95+ GL, I.S.O. Spray min. 0.5-inch Tapered ISO 95+ GL, GenFlex ISO I.S.O. Spray BP -CA or Optional) BP -CA, SBS-CA 82.5 concrete GenFlex ISO Insulation S Insulation S SBS-CA SBS-CA Min. 2,500 Min. 1-inch RESISTA, Optional) Additional layers of base insulation and/or C-13 psi structural None GenFlex Coated Glass I.S.O. Spray min. 0.5-inch Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray APP-CA None APP-CA 52.5 concrete Facer S Facer S Min. 2,500 Min. 1-inch RESISTA, Optional) Additional layers of base insulation and/or C-14 psi structural None GenFlex Coated Glass I.S.O. Spray min. 0.5-inch Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray BP -CA or Optional) BP -CA, SBS-CA 52.5 concrete Facer S Facer S SBS-CA SBS-CA Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report F8970.01.08-2-1112 for F1.984-1132 Certificate of Authorization 89503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 29 of 73 I TRINITY I ERD TABLE 3A: STRUCTURAL CONCRETE'DECKS—NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MOP No. Note 1) Primer psf) Type Attach Type Attach Base Ply Cap Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. 0.5-inch Min. 2,500 GenFlex ISO Insulation or I.S.O. Spray Tapered ISO 95+ GL, GenFlex ISO Insulation or I.S.O. SprayC-15 psi structural None RESISTA, GenFlex Coated S Tapered RESISTA, GenFlex Coated Glass Facer; Min. S APP-CA None APP-CA 67.5 concrete Glass Facer 0.5-inch ISOGARD HD, GenFlex HD ISO Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. 0.5-inch Min. GenFlex ISO Insulation or I.S.O. Spray Tapered ISO 95+ GL, GenFlex ISO Insulation or I.S.O. Spray BP -CA or Optional) BP -CA, C-16 psi structural None RESISTA, GenFlex Coated S Tapered RESISTA, GenFlex Coated Glass Facer; Min. S SBS-CA SBS-CA SBS-CA 67.5 concrete Glass Facer 0.5-inch ISOGARD HD, GenFlex HD ISO Additional layers of base insulation or min. 0.5-inch Min. 2,500 Min. 1-inch ISO 95+ GL, Tapered ISO 95+ GL, GenFlex ISO Insulation or C-17 psi structural None GenFlex ISO Insulation I.S.O. Spray Tapered RESISTA, GenFlex Coated Glass Facer; Min. I.S.O. Spray APP-CA None APP-CA 37.5RESISTA, GenFlex Coatedd S S concrete Glass Facer 0.25-inch Dens Deck Prime or SECUROCK Gypsum Fiber Roof Board Additional layers of base insulation or min. 0.5-inch Min. 1-inch ISO 95+ GL, Min. 2,500 Tapered ISO 95+ GL, GenFlex ISO Insulation or GenFlex ISO Insulation or I.S.O. Spray I.S.O. Spray BP -CA or Optional) BP -CA, C-18 psi structural None Tapered RESISTA, GenFlex Coated Glass Facer; Min. SBS-CA 37.5 RESISTA, GenFlex Coated S S SBS-CA SBS-CA concrete Glass Facer 0.25-inch Dens Deck Prime or SECUROCK Gypsum Fiber Roof Board COLD -APPLIED BASE; FIRESTONE LIQUIGARD MEMBRANE ADHESIVE: Min. 1-inch ISO 95+ GL, Min. 2,500 GenFlex ISO Insulation or Min. 0.25-inch Dens Deck or 0.25-inch SECUROCK BP-CA2 or Optional) BP-CA2 C-19 psi structural None RESISTA, GenFlex Coated LiquiGard Gypsum Fiber Roof Board LiquiGard SBS-CA2 or SBS-CA2 SBS-CA2 255.0 concrete Glass Facer Min. 1-inch ISO 95+ GL, Min. 2,500 GenFlex ISO Insulation or BP-CA2 or Optional) BP-CA2 C-20 psi structural None RESISTA, GenFlex Coated LiquiGard Optional) One or more layers base insulation LiquiGard SBS-CA2 or SBS-CA2 SBS-CA2 292.5 concrete Glass Facer Min. 1-inch ISO 95+ GL, Min. 2,500 GenFlex ISO Insulation or BP-CA2 or Optional) BP-CA2 C-21 psi structural None LiquiGard Min. 0.5-inch ISOGARD HD, GenFlex HD ISO LiquiGard SBS-CA2 292.5RESISTA, GenFlex Coated SBS-CA2 or SBS-CA2 concrete Glass Facer Min. 2,500 Min. 0.25-inch I.S.O. FIX Il; Optional) SBS- SBS-CA, SBS- I.S.O. Stick; C-22 psi structural None SECUROCK Gypsum -Fiber I.S.O. Twin None N/A SBS-CA2 CA2, SBS-AA, SBS- CA2, SBS-AA 400.0 concrete Roof Board pack TA or SBS-TA Min. 1-inch ISO 95+ GL, Optional) Additional layers of base insulation and/or Min. 2,500 GenFlex ISO Insulation or I.S.O. Spray min. 0.5-inch Tapered ISO 95+ GL, GenFlex ISO I.S.O. Spray BP-CA2 or Optional) BP-CA2 C-23 psi structural None RESISTA, GenFlex Coated S Insulation or Tapered RESISTA, GenFlex Coated Glass S SBS-CA2 or SBS-CA2 SBS-CA2 277.5 concrete Glass Facer Facer Exterior Research and Design, I.I.C. d/b/a Trinity ERD Evaluation Report F8970.01 08-2-1112 for FL984-R12 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12, 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 30 of 73 TRIN' ITY I ERD TABLE 3A: STRUCTURAL CONCRETE DECKS- NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP No. Note 1) Primer Type Attach Type Attach Base Ply Cap Psf) Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. 0.5-inch Min. 2,500 GenFlex ISO Insulation or I.S.O. Spray Tapered ISO 95+ GL, GenFlex ISO Insulation or I.S.O. Spray BP-CA2 or Optional) BP-CA2 C-24 psi structural None RESISTA, GenFlex Coated S Tapered RESISTA, GenFlex Coated Glass Facer; Min. S SBS-CA2 or SBS-CA2 SBS-CA2 277.5 concrete Glass Facer 0.5-inch ISOGARD HD, GenFlex HD ISO Additional layers of base insulation or min. 0.5-inch Min. 1-inch ISO 95+ GL, Min. 2,500 Tapered ISO 95+GL, GenFlex ISO Insulation or GenFlex ISO Insulation or I.S.O. Spray I.S.O. Spray BP-CA2 or Optional) BP-CA2 C-25 psi structural None RESISTA, GenFlex Coated S Tapered RESISTA, GenFlex Coated Glass Facer; Min. S SBS-CA2 or SBS-CA2 SBS-CA2 255.0 concrete 0.25-inch Dens Deck Prime or SECUROCK Gypsum Glass Facer Fiber Roof Board ASPHALT AND/OR TORCH APPLIED BASE: " Min. Min. 1.5-inch ISO 95+ GL, Min. 0.25-inch Dens Deck Prime or SECUROCK BP -AA or C-26 psi structural ASTM D41 GenFlex ISO Insulation Hot Asphalt Gypsum Fiber Roof Board Hot Asphalt SBS AA Optional) SBS-TA SBS-TA 45.0 concrete Min. 2,500 Min. 1.5-inch ISO 95+ GL, C-27 psi structural ASTM D41 Hot Asphalt Min. 0.5-inch FiberTop Hot Asphalt BP -AA None APP-TA 97.5 concrete GenFlex ISO Insulation Min. 2,500 Min. 1.5-inch ISO 95+ GL, BP -AA or Optional) One or SBS-AA or C-28 psi structural ASTM D41 GenFlex ISO Insulation Hot Asphalt Min. 0.5-inch FiberTop Hot Asphalt SBS AA more BP -AA, SBS- APP-TA 120.0 concrete AA or APP-TA Min. 2,500 Min. 1.5-inch ISO 95+ GL, Min. 0.25-inch Dens Deck, Dens Deck Prime or BP -AA or C-29 psi structural ASTM D41 GenFlex ISO Insulation Hot asphalt SECUROCK Gypsum Fiber Roof Board Hot asphalt SBS AA Optional) SBS-AA SBS-AA 120.0 concrete Min. 2,500 Min. 1.5-inch ISO 95+ GL, Min. 0.25-inch Dens Deck Prime or SECUROCK C-30 psi structural ASTM D41 GenFlex ISO Insulation Hot asphalt Gypsum Fiber Roof Board Hot asphalt SBS-TA Optional) SBS-TA SBS-TA 127.5 concrete Min. 2,500 Min. 1.5-inch ISO 95+ GL, Min. 0.25-inch Dens Deck or SECUROCK Gypsum- BP -AA or Optional) One or SBS-AA or C-31 psi structural ASTM D41 GenFlex ISO Insulation Hot Asphalt Fiber Roof Board Hot Asphalt SBS AA more BP -AA, SBS- APP-TA 225.0 concrete AA or APP-TA Min. 2,500 Min. 1.5-inch ISO 95+ GL, BP -AA or Optional) One or SBS-AA or C-32 psi structural ASTM D41 GenFlex ISO Insulation Hot Asphalt Min. 0.5-inch FiberTop Hot Asphalt SBS AA more BP -AA, SBS- APP-TA 422.5 concrete AA or APP-TA Min. 2,500 Min. 1.5-inch ISO 95+ GL, BP -AA or Optional) One or SBS-AA or C-33 psi structural ASTM D41 GenFlex ISO Insulation Hot Asphalt Min. 0.5-inch Structodek High Density Fiberboard Hot Asphalt SBS AA more BP -AA, SBS- APP-TA 520.0 concrete AA or APP-TA Min. 2,500 Min. 0.25-inch Optional) SBS- SBS-CA, SBS- C-34 psi structural None SECUROCK Gypsum -Fiber I.S.O. FIX II None N/A SBS-AA, SBS- CA2, SBS-AA, SBS- CA2, SBS-AA 400.0 concrete Roof Board TA TA or SBS-TA Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report F8970 01.08-2-1312 for FL984-R12 Certificate of Authorization N9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by- Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 31 of 73 V TRINITYIERD TABLE 3A: STRUCTURAL CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation layer Top Insulation Layer Roof Cover (Note 14) MDP No. Note 1) Primer Type Attach Type Attach Base Ply Cap psf) Min. 2,500 Min. 0.25-inch C-35 psi structural None SECUROCK Gypsum -Fiber I.S.O. FIX II None N/A APP-TA Optional) APP-TA APP-CA or 462.5 concrete Roof Board APP-TA Min. 2,500 Optional Min. 1.5-inch ISO 95+ GL, I.S.O. Spray Min. 0.25-inch Dens Deck, Dens Deck Prime or I.S.O. Spray C-36 psi structural ASTM D41 GenFlex ISO Insulation R; I.S.O. SECUROCK Gypsum Fiber Roof Board R; I.S.O. SBS-TA Optional) SBS-TA SBS-TA 127.5 concrete Twin Pack Twin Pack Min. 2,500 Optional Min. 1.5-inch ISO 95+ GL, I.S.O. Spray Min. 0.25-inch Dens Deck or SECUROCK Gypsum- I.S.O. Spray BP -AA or Optional) One or SBS-AA or C-37 psi structural ASTM D41 GenFlex ISO Insulation R; I.S.O. Fiber Roof Board R; I.S.O. SBS AA more BP -AA, SBS- APP-TA 157.5 concrete Twin Pack Twin Pack AA or APP-TA Min. 2,500 Min. 0.25-inch Twin SBS-AA, SBS- Optional) SBS- SBS-CA, SBS- C-38 psi structural None SECUROCK Gypsum -Fiber None N/A CA2, SBS-AA, SBS- CA2, SBS-AA 400.0 concrete Roof Board PackPack TA TA or SBS-TA Min. 2,500 Min. 0.25-inch I.S.O. Twin APP-CA or C-39 psi structural None SECUROCK Gypsum -Fiber Pack None N/A APP-TA Optional) APP-TA 462.5 concrete Roof Board APP TA Min. 2,500 Min. 1.5-inch ISO 95+ GL, Min. 0.25-inch Dens Deck Prime or SECUROCK C-40 psi structural None GenFlex ISO Insulation I.S.O. Stick Gypsum Fiber Roof Board I.S.O. Stick SBS-TA Optional) SBS-TA SBS-TA 127.5 concrete Min. 2,500 Min. 1.5-inch ISO 95+ GL, Min. 0.25-inch Dens Deck or SECUROCK Gypsum- BP -AA or Optional) One or SBS-AA or C-41 psi structural None GenFlex ISO Insulation I.S.O. Stick Fiber Roof Board I.S.O. Stick SBS AA more BP -AA, SBS- APP-TA 225.0 concrete AA or APP-TA Min. 2,500 Min. 0.25-inch Optional) SBS- SBS-CA, SBS- C-42 psi structural None SECUROCK Gypsum -Fiber I.S.O. Stick None N/A SBS-AA, SBS- CA2, SBS-AA, SBS- CA2, SBS-AA 400.0 concrete Roof Board TA TA or SBS-TA Min. 2,500 Min. 0.25-inch C-43 psi structural None SECUROCK Gypsum -Fiber I.S.O. Stick None N/A APP-TA Optional) APP-TA APP-CA or 462.5 concrete Roof Board APP-TA Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. 0.5-inch Min. GenFlex ISO Insulation or I.S.O. Spray Tapered ISO 95+ GL, GenFlex ISO Insulation or I.S.O. Spray BP -AA or C-44 psi structural None RESISTA, GenFlex Coated S Tapered RESISTA, GenFlex Coated Glass Facer; Min. S SBS-AA Optional) APP-TA APP-TA 97.5 concrete Glass Facer 0.5-inch FiberTop C, E or S Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. 0.5-inch Min. 2,500 GenFlex ISO Insulation or I.S.O. Spray Tapered ISO 95+ GL, GenFlex ISO Insulation or I.S.O. Spray BP -AA or Optional) One or C-45 psi structural None RESISTA, GenFlex Coated S Tapered RESISTA, GenFlex Coated Glass Facer; Min. S SBS-AA more BP -AA, SBS- SBS-AA 120.0 concrete Glass Facer 0.5-inch FiberTop C, E or S AA Exterior Research and Design, I.I.C. d/b/a Trinity ERD Evaluation Report F8970.01.08-2-R12 for FL984-1112 Certificate of Authorization N9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 32 of 73 TRINITYJERD TABLE 3A: STRUCTURAL CONCRETE DECKS— NEW CONSTRUCTION'OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP No. Note 1) Primer Type Attach Type Attach, Base Ply Cap psf) Additional layers of base insulation or min. 0.5-inch Min. 2,500 Min. 1-inch ISO 95+ GL, Tapered ISO 95+ GL, GenFlex ISO Insulation or C-46 psi structural None GenFlex ISO Insulation or I.S.O. Spray Tapered RESISTA, GenFlex Coated Glass Facer; Min. I.S.O. Spray SBS-TA Optional) SBS-TA SBS-TA 127.5 RESISTA, GenFlex Coated S S concrete Glass Facer 0.25-inch Dens Deck Prime or SECUROCK Gypsum Fiber Roof Board Additional layers of base insulation or min. 0.5-inch Min. 1-inch ISO 95+ GL, Min. 2,500 Tapered ISO 95+ GL, GenFlex ISO Insulation or Optional) One or C-47 psi structural None GenFlex ISO Insulation or I.S.O. Spray Tapered RESISTA, GenFlex Coated Glass Facer; Min. I.S.O. Spray BP -AA or more BP -AA, SBS- SBS-AA 157.5 concrete RESISTA, GenFlex Coated S 0.25-inch Dens Deck Prime or SECUROCK Gypsum S SBS-AA AA. Glass Facer Fiber Roof Board Additional layers of base insulation or min. 0.5-inch Min. 2,500 Min. 1-inch ISO 95+ GL, Tapered ISO 95+ GI., GenFlex ISO Insulation or GenFlex ISO Insulation or I.S.O. Spray I.S.O. SprayC-48 psi structural None RESISTA, GenFlex Coated S Tapered RESISTA, GenFlex Coated Glass Facer; Min. S APP-TA Optional) APP-TA APP-TA 232.5 concrete Glass Facer 0.25-inch Dens Deck Prime or SECUROCK Gypsum Fiber Roof Board Additional layers of base insulation or min. 0.5-inch Min. 1-inch ISO 95+ GL, Min. 2,500 GenFlex I50 Insulation or I.S.O. Spray Tapered ISO 95+ GL, GenFlex ISO Insulation or I.S.O. Spray BP -AA or C-49 psi structural None Tapered RESISTA, GenFlex Coated Glass Facer; Min. Optional) APP-TA APP-TA 240.0 RESISTA, GenFlex Coated S S SBS-AA concrete Glass Facer 0.25-inch Dens Deck Prime or SECUROCK Gypsum Fiber Roof Board Min. 2,500 Min. 1.5-inch, min. 1.25 Min, 0.25-inch Dens Deck or SECUROCK Gypsum- BP -AA or Optional) One or SBS-AA or C-50 psi structural None pcf ASTM C578 EPS board CR-20 Fiber Roof Board CR-20 SBS AA more BP -AA, SBS- APP-TA 87.5 concrete AA or APP-TA Min. 2,500 Min. 1.5-inch ISO 95+ GL, Min. 0.25-inch Dens Deck Prime or SECUROCK C-51 psi structural None GenFlex ISO Insulation CR 20 Gypsum Fiber Roof Board CR-20 SBS-TA Optional) SBS-TA SBS-TA 127.5 concrete Min. 2,500 Min. 1.5-inch, min. 1.5 Min. 0.25-inch Dens Deck or SECUROCK Gypsum- BP -AA or Optional) One or SBS-AA or C-52 psi structural None pcf ASTM C578 EPS board CR-20 Fiber Roof Board CR-20 SBS'-AA more BP -AA, SBS- APP-TA 180.0 concrete AA or APP-TA Min. 2,500 Min. 1.5-inch ISO 95+ GL, Min. 0.25-inch Dens Deck or SECUROCK Gypsum- BP -AA or Optional) One or SBS-AA or C-53 psi structural None GenFlex ISO Insulation CR-20 Fiber Roof Board CR-20 SBS AA more BP -AA, SBS- APP TA 225.0 concrete AA or APP-TA Min. 2,500 Min. 1.5-inch, min. 2.0 Min. 0.25-inch Dens Deck or SECUROCK Gypsum- BP -AA or Optional) One or SBS-AA or C-54 psi structural None pcf ASTM C578 EPS board CR 20 Fiber Roof Board CR-20 SBS AA more BP -AA, SBS- APP TA 225.0 concrete AA or APP-TA SELF -ADHERING BASE: Min. 2,500 Min. 1.5-inch ISO 95+ GL, Min. 0.5-inch Dens Deck Prime or SECUROCK BASEGARD Optional) SBS-AA, SBS-AA, SBS- C-55 psi structural ASTM D41 GenFlex ISO Insulation Hot asphalt Gypsum -Fiber Roof Board Hot asphalt SA SBS-TA or APP-TA TA or APP-TA 82.5 concrete Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report F8970.01.08-2-R12 for FL984-R32 Certificate of Authorization N9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 33 of 73 QOTRINITYIERD TABLE 3A: STRUCTURAL CONCRETE DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP No. Note 1) Primer Type Attach Type Attach Base Ply Cap psf) Min. 2,500 Min. 1.5-inch ISO 95+ GL, BASEGARD Optional) SBS-TA SBS-TA or C-56 psi structural None I.S.O. FIX II Tapered ISO 95+ GL, GenFlex ISO Insulation I.S.O. FIX II 112.5 concrete GenFlex I50 Insulation SA or APP-TA APP-TA Min: 2,500 Min. 1.5-inch 150 95+ GL, BASEGARD C-57 psi structural None I.S.O. FIX II Tapered ISO 95+ GL, GenFlex ISO Insulation I.S.O. FIX II Optional) SBS-AA SBS-AA 112.5 GenFlex ISO Insulation SA concrete Min. Min. 1.5-inch ISO 95+ GL, BASEGARD Optional) SBS-TA SBS-TA or C-58 psi structural None I.S.O. FIX II Optional) One or more layers base insulation I.S.O. FIX II 230.0 GenFlex ISO Insulation SA or APP-TA APP-TA concrete Min. 2,500 Min. 1.5-inch ISO 95+ GL, BASEGARD C-59 psi structural None I.S.O. FIX II Optional) One or more layers base insulation I.S.O. FIX II Optional) SBS-AA SBS-AA 247.5 concrete GenFlex ISO Insulation SA Min. 2,500 Min. 1.5-inch RESISTA, Optional additional layers or base insulation and/or C-60 psi structural None GenFlex Coated Glass I.S.O. FIX II min. 0.5-inch Tapered RESISTA, GenFlex Coated Glass I.S.O. FIX II BASEGARD Optional) SBS-AA SBS-AA 187.5 concrete Facer Facer SA Min. 2,500 Min. 1.5-inch RESISTA, Optional additional layers or base insulation and/or C-61 psi structural None GenFlex Coated Glass I.S.O. FIX II min. 0.5-inch Tapered RESISTA, GenFlex Coated Glass I.S.O. FIX II BASEGARD Optional) SBS-TA SBS-TA or 202.5 concrete Facer Facer SA or APP-TA APP-TA Optional) One or more Min. 2,500 layers of min. 1.5-inch BASEGARD C-62 psi structural None I.S.O. FIX II Min. 0.5-inch ISOGARD HD, GenFlex HD ISO I.S.O. FIX II Optional) SBS-AA SBS-AA 187.5 ISO 95+ GL, GenFlex I50 SA concrete Insulation Optional) One or more Min. layers of min. 1.5-inch BASEGARD Optional) SBS-TA SBS-TA or C-63 psi structural None I.S.O. FIX II Min. 0.5-inch ISOGARD HD, GenFlex HD I50 I.S.O. FIX II 217.5 ISO 95+ GL, GenFlex ISO SA or APP-TA APP-TA concrete Insulation Min. 0.25-inch Min. SECUROCK Gypsum -Fiber BASEGARD Optional) BP -AA, SBS-AA or C-64 psi structural None Roof Board primed with I.S.O. FIX II None N/A SA SBS-AA, SBS-TA SBS-TA 400.0 concrete Firestone SA Primer Min. 2,500 Optional Min. 1.5-inch ISO 95+ GL, I.S.O. Spray I.S.O. Spray BASEGARD Optional) SBS-AA, SBS-AA, SBS- C-65 psi structural R; I.S.O. Optional) One or more layers base insulation R; I.S.O. 157.5 concrete ASTM D41 GenFlex ISO Insulation Twin Pack Twin Pack SA SBS-TA or APP-TA TA or APP-TA Min. 2,500 Min. 1.5-inch RESISTA, I.S.O. Spray Optional additional layers or base insulation and/or I.S.O. Spray C-66 psi structural None GenFlex Coated Glass R; I.S.O. min. 0.5-inch Tapered RESISTA, GenFlex Coated Glass R; I.S.O. BASEGARD Optional) SBS-AA SBS-AA 187.5 concrete Facer Twin Pack Facer Twin Pack SA Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report F8970 01.08-2-1112 for FL984-R12 Certificate of Authorization N9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 34 of 73 l TRINITY I ERD TABLE 3A: STRUCTURAL CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) - SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MOP No. Note 1) Primer Psf) Type Attach Type Attach Base Ply Cap Min. 2,500 Min. 1.5-inch RESISTA, I.S.O. Spray Optional additional layers or base insulation and/or I.S.O. Spray BASEGARD Optional) SBS-TA SBS-TA or C-67 psi structural None GenFlex Coated Glass R; I.S.O. min. 0.5-inch Tapered RESISTA, GenFlex Coated Glass R; I.S.O. 202.5 concrete Facer Twin Pack Facer Twin Pack SA or APP-TA APP-TA Min. 2,500 Optional) One or more I.S.O. Spray I.S.O. Spray C-68 psi structural Optional layers of min. 1.5-inch R; I.S.O. Min. 0.5-inch ISOGARD HD, GenFlex HD ISO R; I.S.O. BASEGARD Optional) SBS-AA SBS-AA• 187.5 concrete ASTM D41 ISO 95+ GL, GenFlex ISO Twin Pack Twin Pack SA Insulation Min. 2,500 Optional) One or more I.S.O. Spray I.S.O. Spray Optional layers of min. 1.5-inch BASEGARD Optional) SBS-TA SBS-TA or C-69 psi structural R; I.S.O. Min. 0.5-inch ISOGARD HD, GenFlex HD ISO R; I.S.O. 217.5 concrete ASTM D41 ISO 95+ GL, GenFlex ISO Twin Pack Twin Pack SA or APP-TA APP-TA Insulation Min. 2,500 Optional Min. 1.5-inch ISO 95+ GL, I.S.O. Spray Min. 0.25-inch Dens Deck Prime or SECUROCK I.S.O. Spray BASEGARD Optional) SBS-AA, SBS-AA, SBS- C-70 psi structural ASTM D41 GenFlex ISO Insulation R; I.S.O. Gypsum Fiber Roof Board R; I.S.O. SA SBS-TA or APP-TA TA or APP-TA 82.5 concrete Twin Pack Twin Pack Min. 0.25-inch Min. SECUROCK Gypsum -Fiber I.S.O. Twin None N/A BASEGARD Optional) BP -AA, SBS-AA or 400.0C-71 psi structural None Roof Board primed with Pack SA SBS-AA, SBS-TA SBS-TA concrete Firestone SA Primer Min. 2,500 Min. 1.5-inch ISO 95+ GL, BASEGARD Optional) SBS-TA SBS-TA or C-72 ' psi structural None I.S.O. Stick Optional) One or more layers base insulation I.S.O. Stick 210.0 GenFlex ISO Insulation SA or APP-TA APP-TA concrete Min. 2,500 Min. 1.5-inch ISO 95+ GL, BASEGARD C-73 psi structural None I.S.O. Stick Optional) One or more layers base insulation I.S.O. Stick Optional) SBS-AA SBS-AA 240.0 GenFlex ISO Insulation SA concrete Min. 2,500 Min. 1.5-inch RESISTA, Optional additional layers or base insulation and/or C-74 psi structural None GenFlex Coated Glass I.S.O. Stick min. 0.5-inch Tapered RESISTA, GenFlex Coated Glass I.S.O. Stick BASEGARD Optional) SBS-AA SBS-AA 187.5 concrete Facer Facer SA Min. 2,500 Min. 1.5-inch RESISTA, Optional additional layers or base insulation and/or BASEGARD Optional) SBS-TA SBS-TA or C-75 psi structural None GenFlex Coated Glass I.S.O. Stick min. 0.5-inch Tapered RESISTA, GenFlex Coated Glass I.S.O. Stick 202.5 concrete Facer Facer SA or APP-TA APP-TA Min. 2,500 One or more layers, min. BASEGARD C-76 psi structural None 1.5-inch ISO 95+ GL, I.S.O. Stick Min. 0.5-inch ISOGARD HD, GenFlex HD ISO I.S.O. Stick Optional) SBS-AA SBS-AA 187.5 concrete GenFlex ISO Insulation SA Min. 2,500 One or more layers, min. BASEGARD Optional) SBS-TA SBS-TA or C-77 psi structural None 1.5-inch ISO 95+ GL, I.S.O. Stick Min. 0.5-inch ISOGARD HD, GenFlex HD ISO I.S.O. Stick 217.5 concrete I I GenFlex ISO Insulation I r I SA I or APP-TA APP-TA Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report F8970.01.08-2-R12 for FL964-R12 Certificate of Authorization N9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (BDD) 443-4272 Appendix 1, Page 35 of 73 TRINITYJERD TABLE 34: STRUCTURAL CONCRETE DECKS —NEW CONSTRUCTION oR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP No. Note 1) Primer Type Attach Type Attach Base Ply Cap psf) Min. 0.25-inch C-78 Min. psi structural None SECUROCK Gypsum -Fiber I.S.O. Stick None N/A BASEGARD Optional) BP -AA, SBS-AA or 400.0 Roof Board primed with SA SBS-AA, SBS-TA SBS-TA concrete Firestone SA Primer Min. 2,500 Optional) Additional layers of base insulation and/or C-79 psi structural None Min. inch ISO 95+ GL, I.S.O. Spray min. 0.5-inch Tapered ISO 95+ GL, GenFlex ISO I.S.O. Spray BASEGARD Optional) SBS-TA SBS-TA or 210.0 ex ISO InsulationGenFlex S S SA or APP-TA APP-TA concrete Insulation Min. 2,500 Optional) Additional layers of base insulation and/or C-80 psi structural None Min. 1-inch I50 95+ GL, I.S.O. Spray min. 0.5-inch Tapered ISO 95+ GL, GenFlex ISO I.S.O. Spray BASEGARD Optional) SBS-AA SBS-AA 247.5 concrete GenFlex ISO Insulation S., Insulation S SA Min. 2,500 Min. 1-inch RESISTA, Optional) Additional layers of base insulation and/or C-81 psi structuralp None GenFlex Coated Glass I.S.O. Spray min. 0.5-inch Tapered RESISTA, GenFlex Coated Glassp I.S.O. Spray BASEGARD Optional) SBS-AA SBS-AA 187.5 concrete Facer S Facer S SA Min. 2,500 Min. 1-inch RESISTA, Optional) Additional layers of base insulation and/or C-82 psi structural None GenFlex Coated Glass I.S.O. Spray min. 0.5-inch Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray BASEGARD Optional) SBS-TA SBS-TA or 202.5 concrete Facer S Facer S SA or APP-TA APP-TA Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. 0.5-inch Min. 2,500 GenFlex ISO Insulation or I.S.O. Spray Tapered ISO 95+ GL, GenFlex ISO Insulation or I.S.O. Spray BASEGARD C-83 psi structural None RESISTA, GenFlex Coated S Tapered RESISTA, GenFlex Coated Glass Facer; Min. 5 SA Optional) SBS-AA SBS-AA 187.5 concrete Glass Facer 0.5-inch ISOGARD HD, GenFlex HD ISO Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. 0.5-inch Min. GenFlex ISO Insulation or I.S.O. Spray Tapered ISO 95+ GL, GenFlex ISO Insulation or I.S.O. Spray BASEGARD Optional) SBS-TA SBS-TA or C-84 psi structural None RESISTA, GenFlex Coated S Tapered RESISTA, GenFlex Coated Glass Facer; Min. S SA or APP-TA APP-TA 217.5 concrete Glass Facer 0.5-inch ISOGARD HD, GenFlex HD ISO Additional layers of base insulation or min. 0.5-inch Min. 2,500 Min. 1-inch ISO 95+ GL, Tapered ISO 95+ GL, GenFlex ISO Insulation or C-85 psi structural None GenFlex I50 Insulation or I.S.O. Spray Tapered RESISTA, GenFlex Coated Glass Facer; Min. I.S.O. Spray BASEGARD Optional) SBS-AA, SBS-AA, SBS- 82.5 concrete RESISTA, GenFlex Coated S 0.25-inch Dens Deck Prime or SECUROCK Gypsum S SA SBS-TA or APP-TA TA or APP-TA Glass Facer Fiber Roof Board Min. 2,500 Min. 1.5-inch ISO 95+ GL, BASEGARD Optional) SBS-TA SBS-TA or C-86 psi structural None CR-20 Tapered ISO 95+GL, GenFlex ISO Insulation CR-20 112.5 concrete GenFlex ISO Insulation SA or APP-TA APP-TA Min. 2,500 Min. 1.5-inch ISO 95+ GL, BASEGARD C-87 psi structural None CR-20 Tapered ISO 95+GL, GenFlex ISO Insulation CR-20 Optional) SBS-AA SBS-AA 112.5 concrete GenFlex ISO Insulation SA Min. 2,500 Min. 1.5-inch ISO 95+ GL, BASEGARD C-88 psi structural None CR-20 Optional) One or more layers base insulation CR-20 Optional) SBS-AA SBS-AA 247.5 concrete GenFlex ISO Insulation SA Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report F8970.01.08-2-1112 for FL984-1132 Certificate of Authorization M9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 36 of 73 r ; TRINITY I ERD TABLE 3A: STRUCTURAL CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP No. ( Note 1) Primer Type Attach Type Attach Base Ply Cap (Psf) Min. 2,500 Min. 1.5-inch ISO 95+GL, BASEGARD (Optional) SBS-TA SBS-TA or C-89 psi structural None GenFlex ISO Insulation CR-20 (Optional) One or more layers base insulation CR-20 SA or APP-TA APP-TA - 210.0 concrete TABLE 3B: STRUCTURAL CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEnR-OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System No. Deck (Note 1) Primer Roof Cover (Note 14) MDP (psf) Base Ply Cap COLD -APPLIED BASE; FIRESTONE MULTI -PURPOSE MB COLD ADHESIVE: C-90 Min. 2,500 psi structural concrete ASTM D41 BP -CA or SBS-CA Optional) BP -CA SBS-CA 67.5 C-91 Min. 2,500 psi structural concrete ASTM D41 APP-CA None APP-CA 127.5 C-92 Min. 2,500 psi structural concrete None SBS-CA None SBS-CA 142.5 C-93 Min. 2,500 psi structural concrete ASTM D41 SBS-CA (excluding SBS Smooth) None SBS-CA 180.0 C-94 Min. 2,500 psi structural concrete ASTM D41 SBS-CA None APP-CA 225.0 COLD -APPLIED BASE; FIRESTONE LIQUIGARD MEMBRANE ADHESIVE: C-95 Min. 2,500 psi structural concrete None BP-CA2 Optional) BP-CA2 or SBS-CA2 SBS-CA2 337.5 C-96 Min. 2,500 psi structural concrete None MB Base in LiquiGard or SBS-CA2 Optional) BP-CA2 or SBS-CA2 SBS-CA2 495.0 ASPHALT AND/OR TORCH APPLIED BASE: C-97 Min. 2,500 psi structural concrete ASTM D41 APP-TA Optional) APP-TA APP-TA 312.5 C-98 Min. 2,500 psi structural concrete ASTM D41 BP -AA or SBS-AA Optional) One or more BP -AA, SBS-AA or APP-TA APP-TA 522.5 C-99 Min. 2,500 psi structural concrete ASTM D41 BP -AA or SBS-AA Optional) One or more BP -AA or SBS-AA SBS-AA 547.5 SELF -ADHERING BASE: - C-100 Min. 2,500 psi structural concrete ASTM D41 BASEGARD SA Optional) SBS-AA SBS-AA 202.5 C-101 Min. 2,500 psi structural concrete ASTM D41 BASEGARD SA Optional) SBS-TA SBS-TA 232.5 a Exterior Research and Design, I.I.C. d/b/a Trinity ERD _ Evaluation Report F8970.01.08-2-R12 for FL984-1112 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 37 of 73 QOTRINITYIERD TABLE 4A: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION oR REROOF (TEAR -OFF) a SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Coverboard Roof Cover (Note 14) MDP Lightweight Concrete (Note 13) Type Attach Type Attach Base Ply CapNo. Note 1) psf) COLD -APPLIED BASE; FIRESTONE MULTI -PURPOSE MB COLD ADHESIVE: ' Minimum 200 psi, minimum 2-inch thick Min. 015-inch Dens Deck Min. 2,500 Approved cellular LWIC. Note: To qualify Prime, SECUROCK Gypsum- Optional) SBS- SBS-CA, LWC-1 psi structural the LWIC under this assembly, the subject Fiber Roof Board or min. I.S.O. None N/A SBS-CA CA, SBS-CA2, SBS-CA2, 76.5 concrete fastener shall achieve an average 0.5-inch ISOGARD HD, FIX II SBS-AASBS-TA SBS- AA or withdrawal of 4016f when tested per TAS GenFlex HD ISO SBS- TA 105 or ANSI/SPRI FX-1. Min. 300 psi Celcore MF Cellular Concrete Min. 2,500 with Celcore HS Rheology Modifying Min. 1-inch ISO 95+ GL, I. S.O. Optional) One or more layers, I. S.O. BP -CA, SBS- 67. 5 LWC- 2 psi structural Admixture; Celcore PVA Curing GenFlex ISO Insulation Twin min. 0.5-inch base insulation Twin CA or APP- None APP-CA concrete Compound Pack Pack CA Min. 300 psi Celcore MF Cellular Concrete Min. 2,500 with Celcore HS Rheology Modifying Min. 1-inch ISO 95+ GL, I. S.O. Optional) One or more layers, I. S.O. Optional) SBS- 82.5 LWC- 3 psi structural Admixture; Celcore PVA Curing GenFlex ISO Insulation Twin min. 0.5-inch base insulation Twin SBS-CA CA SBS- CA concrete Compound Pack Pack Min. 300 psi Celcore MF Cellular Concrete Min. 2,500 with Celcore HS Rheology Modifying Min. 1-inch RESISTA, I. S.O. Optional) One or more layers, I. S.O. BP -CA, SBS- LWC- 4 psi structural Admixture; Celcore PVA Curing GenFlex Coated Glass Facer Twin min. 0.5-inch base insulation Twin CA or APP- None APP-CA 52.5 concrete Compound Pack Pack CA Min. 300 psi Celcore MF Cellular Concrete Min. 2,500 with Celcore HS Rheology Modifying Min. 1-inch ISO 95+ GL, I. S.O. Optional) One or more layers, I. S.O. Optional) SBS- LWC- 5 psi structural Admixture; Celcore PVA Curing GenFlex ISO Insulation Twin min. 0.5-inch base insulation Twin SBS-CA CA SBS- CA 52.5 concrete Compound Pack Pack Min. 300 psi Celcore MF Cellular Concrete Optional) Min. 0.5-inch ISO Min. 2,500 with Celcore HS Rheology Modifying 95+ GL, GenFlex ISO I. S.O. Min. 2-inch ISOGARD HD I.S.O. BP -CA, SBS- LWC- 6 psi structural Admixture; Celcore PVA Curing Insulation or RESISTA, Twin Composite, GenFlex HD Twin CA or APP- None APP-CA 67.5 concrete Compound GenFlex Coated Glass Facer Pack Composite ISO Pack CA Min. 300 psi Celcore MF Cellular Concrete Optional) Min. 0.5-inch ISO Min. 2,500 with Celcore HS Rheology Modifying 95+ GL, GenFlex ISO I. S.O. Min. 2-inch ISOGARD HD I.S.O. Optional) SBS- LWC- 7 psi structural Admixture; Celcore PVA Curing Insulation or RESISTA, Twin Composite, GenFlex HD Twin SBS-CA CA SBS- CA 67.5 concrete Compound GenFlex Coated Glass Facer Pack Composite ISO Pack Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Optional one or more layers, Min. 2,500 with Celcore HS Rheology Modifying GenFlex ISO Insulation or I. S.O. min. 0.5-inch base insulation; I. S.O. BP -CA, SBS- LWC- 8 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Twin Min. 0.5-inch ISOGARD HD, Twin CA or APP- None APP-CA 67.5 concrete Compound Glass Facer Pack GenFlex HD ISO Pack CA Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Optional one or more layers, Min. 2,500 with Celcore HS Rheology Modifying GenFlex ISO Insulation or I. S.O. min. 0.5-inch base insulation; I. S.O. Optional) SBS- LWC- 9 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Twin Min. 0.5-inch ISOGARD HD, Twin SBS-CA CA SBS- CA 67.5 concrete Compound Glass Facer Pack GenFlex HD ISO Pack Exterior Research and Design, I.I.C. d/b/a Trinityl ERD Evaluation Report F8970.01.08-2-1132 for FL984-1132 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12- 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 38 of 73 QOTRINITYIERD TABLE 4A: LIGHTWEIGHT CONCRETE DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Coverboard Roof Cover (Note 14) MDP Lightweight Concrete (Note 13) No. Note 1) Type Attach Type Attach Base Ply Cap psf) Optional one or more layers, Min. 2,500 Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, I.S.O. min. 0.5-inch base insulation; I.S.O. BP -CA, SBS- LWC-10 psi structural with Celcore HS Rheology Modifying GenFlex ISO Insulation or Twin Min. 0.25-inch Dens Deck Twin CA or APP- None APP-CA 37.5 Admixture; Celcore PVA Curing RESISTA, GenFlex Coated concrete Compound Glass Facer Pack Prime or SECUROCK Gypsum Pack CA Fiber Roof Board Optional one or more layers, Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Min. 2,500 with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. Optional) SBS- LWC-11 psi structural Twin Min. 0.25-inch Dens Deck Twin SBS-CA SBS-CA 37.5 concrete Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Pack Prime or SECUROCK Gypsum Pack CA Compound Glass Facer Fiber Roof Board Minimum 200 psi, minimum 2-inch thick Min. 0.25-inch Dens Deck Min. 2,500 Approved cellular LWIC. Note: To qualify Prime, SECUROCK Gypsum- I.S.O. Optional) SBS- SBS-CA, LWC-12 psi structural the LWIC under this assembly, the subject Fiber Roof Board or min. Twin None N/A SBS-CA CA, SBS-CA2, SBS-CA2, 76.5 concrete fastener shall achieve an average 0.5-inch ISOGARD HD, Pack SBS-AA, SBS-TA SBS-AA or withdrawal of 40lbf when tested per TAS SBS-TA 105 or ANSI/SPRI FX-1. GenFlex HD ISO Min. 0.25-inch Dens Deck Min. 2,500 Min. 277 psi Celcore MF Cellular Concrete Prime, SECUROCK Gypsum- I.S.O. Optional) SBS- SBS-CA, LWC-13 psi structural with Celcore HS Rheology Modifying Fiber Roof Board or min. Twin None N/A SBS-CA CA, SBS-CA2, SBS-CA2, 106.0 concrete Admixture; Celcore PVA Curing 0.5-inch ISOGARD HD, Pack SBS-AA, SBS-TA SBS-AA or Compound GenFlex HD ISO SBS-TA Min. 2,500 Min. 160 psi Elastizell or Min. 200 psicc Min. 1.5-inch ISO 95+ GL, I.S.O. Optional) One or more layerscY I.S.O. Optional) BP -CA, LWC-14 psi structural Celcore, GenFlex ISO Insulation Stick lbaseinsulation Stick BP -CA SBS-CA SBS-CA 67.5 concrete Min. Min. 160 psi Elastizell'or Min. 200 psi Min. 1.5-inch ISO 95+ GL, I.S.O. Optional) One or more layers I.S.O. LWC-15 psi structural Celcore GenFlex ISO Insulation Stick base insulation Stick APP-CA None APP-CA 67.5 concrete Min. 2,500 Min. 160 psi Elastizell or Min. 200 psi Min. 1.5-inch ISO 95+ GL, I.S.O. Optional) One or more layers I.S.O. LWC-16 psi structural Celcore GenFlex 150 Insulation Stick base insulation Stick SBS-CA None SBS-CA 82.5 concrete Min. 300 psi Celcore MF Cellular Concrete Min. 2,500 with Celcore HS Rheology Modifying Min. 1-inch ISO 95+ GL, I.S.O. Optional) One or more layers, I.S.O. BP -CA, SBS- LWC-17 concrete si structural Admixture; Celcore PVA Curing GenFlex ISO Insulation Stick min. 0.5-inch base insulation Stick CA or APP- None APP-CA 67.5 Compound CA Min. 300 psi Celcore MF Cellular Concrete LWC-18 Min. 2,500 psi structural with Celcore HS Rheology Modifying_ Min. 1-inch ISO 95+ GL, I.S.O. Optional) One or more layers, I.S.O. SBS-CA Optional) SBS- SBS-CA 82.5 Admixture; Celcore PVA Curing GenFlex ISO Insulation Stick min. 0.5-inch base insulation Stick CA concrete Compound Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report F8970.01.08-2-R12 for FL984-R32 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 39 of 73 NTINITYIERD TABLE 4A: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION oR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Coverboard Roof Cover (Note 14) MDP Lightweight Concrete (Note 13) Type Attach Type Attach Base Ply CapNo. Note 1) psf) Min. 300 psi Celcore MF Cellular ConcreteMin. 2,500 with Celcore HS Rheology Modifying Min. 1.5-inch RESISTA, I.S.O. Optional) One or more layers, I.S.O. BP -CA, SBS- LWC-19 psi structural Admixture; Celcore PVA Curing GenFlex Coated Glass Facer Stick min. 0.5-inch base insulation Stick CA or APP- None APP-CA 52.5 concrete Compound CA Min. 300 psi Celcore MF Cellular Concrete Min. 2,500 with Celcore HS Rheology Modifying Min. 1.5-inch RESISTA, I.S.O. Optional) One or more layers, I.S.O. Optional) SBS- LWC-20 psi structural Admixture; Celcore PVA Curing GenFlex Coated Glass Facer Stick min. 0.5-inch base insulation Stick SBS-CA CA SBS-CA 52.5 concrete Compound Min. 300 psi Celcore MF Cellular Concrete Optional) Min. 0.5-inch ISO Min. 2,500 with Celcore HS Rheology Modifying 95+ GL, GenFlex 150 I.S.O. Min. 2-inch ISOGARD HD I.S.O. BP -CA, SBS- LWC-21 psi structural Admixture; Celcore PVA Curing Insulation or RESISTA, Stick Composite, GenFlex HD Stick CA or APP- None APP-CA 67.5 concrete Compound GenFlex Coated Glass Facer Composite ISO CA Min. 2,500 Min. 300 psi Celcore MF Cellular Concrete Optional) Min. 0.5-inch ISO Min. 2-inch ISOGARD HD LWC-22 psi structural with Celcore HS Rheology Modifying 95+ GL, GenFlex ISO I.S.O. Composite, GenFlex HD I.S.O. SBS-CA Optional) SBS- SBS-CA 67.5 Admixture; Celcore PVA Curing Insulation or RESISTA, Stick Stick CA concrete Compound GenFlex Coated Glass Facer Composite ISO Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Optional one or more layers, Min. 2,500 with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. BP -CA, SBS- LWC-23 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Stick Min. 0.5-inch ISOGARD HD, Stick CA or APP- None APP-CA 67.5 concrete Compound Glass Facer GenFlex HD ISO CA Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Optional one or more layers, Min. with Celcore HS RheologyModifying g GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. Optional) SBS- LWC-24 psi structural structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Stick Min. 0.5-inch ISOGARD HD, Stick SBS-CA CA SBS-CA 67.5 concrete Compound Glass Facer GenFlex HD ISO Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Optional one or more layers, Min. 2,500 with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. BP -CA, SBS- LWC-25 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Stick Min. Dens Deck Stick CA or APP- None APP-CA 37.5 concrete Compound Glass Facer or SinchPrimeor CK Gypsum CA f BoardFiberRoof Board Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Optional one or more layers, Min. 2,500 with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. Optional) SBS LWC-26 psi structural ch Dens DeckMin. 0or SBS-CA SBS-CA 37.5 Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Stick Stick CA concrete Compound Glass Facer Prime or SE CK Gypsum f BoardFiberRoof Board Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report F8970.01.08-2-R12 for F1.984-1132 Certificate of Authorization N9S03 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 40 of 73 TRINITYJERD TABLE 4A: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) - SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Coverboard Roof Cover (Note 14) MDP Lightweight Concrete (Note 13) psf) No. Note 1) Type Attach Type - Attach Base Ply Cap Minimum 200 psi, minimum 2-inch thick Min. 0.25-inch Dens Deck Min. 2,500 Approved cellular LWIC. Note: To qualify Prime, SECUROCK Gypsum- Optional) SBS- SBS-CA, LWC-27 psi structural the LWIC under this assembly, the subject Fiber Roof Board or min. I.S.O. None N/A SBS-CA CA, SBS-CA2, SBS-CA2, 76.5 concrete fastener shall achieve on average HD, Stick SBS-AA, SBS-TA SBS-AA or withdrawal of 40lbf when tested per TAS GeninchFlex HD SOHDISOISOGARDGen SBS-TA 105 or ANSI/SPRI FX-1. Min. 277 psi Celcore MF Cellular Concrete Min. 0.25-inch Dens Deck SBS-CA, Min. 2,500 with Celcore HS Rheology Modifying Prime, SECUROCK Gypsum- I.S.O. Optional) SBS- SBS-CA2, LWC-28 psi structural Admixture; Celcore PVA Curing Fiber Roof Board or min. Stick None N/A SBS-CA CA, 565-CA2, SBS-AA or 106.0 concrete Compound 0.5-inch ISOGARD HD, SBS-AA, SBS-TA SBS-TA GenFlex HD ISO Min. 0.25-inch Dens Deck SBS-CA, Min. 2,500 Min. 415 psi Elastizell Lightweight Prime, SECUROCK Gypsum- I.S.O. Optional) SBS- SBS-CA2, LWC-29 psi structural Insulating Concrete with Zell -Crete Fibers Fiber Roof Board or min. Stick None N/A SBS-CA CA, SBS-CA2, SBS-AA or 144.5 concrete 0.5-inch ISOGARD HD, SBS-AA, SBS-TA SBS-TA GenFlex HD ISO Min. 2,500 Min. 200 psi Elastizell, Celcore or Min. 1.5-inch ISO 95+ GL, Optional) One or more layers Optional) BP -CA, LWC-30 psi structural Mearlcrete GenFlex ISO Insulation CR-20 base insulation CR-20 BP -CA SBS-CA SBS-CA 67.5 concrete Min. 2,500 Min. 200 psi Elastizell, Celcore or Min. 1.5-inch ISO 95+ GL, Optional) One or more layers LWC-31 psi structural Mearlcrete GenFlex ISO Insulation CR 20 base insulation CR-20 APP-CA None APP-CA 67.5 concrete Min. 2,500 Min. 200 psi Elastizell, Celcore or Min. 1.5-inch 150 95+ GL, Optional) One or more layers LWC-32 psi structural Mearlcrete GenFlex ISO Insulation CR-20 base insulation CR-20 SBS-CA None SBS-CA 82.5 concrete Minimum 200 psi, minimum 2-inch thick Min. 2,500 Approved cellular LWIC. Note: To qualify Min. 0.25-inch Dens Deck Optional) SBS- SBS-CA, LWC-33 psi structural the LWIC under this assembly, the subject Prime, SECUROCK Gypsum- CR-20 None N/A SBS-CA CA, SBS-CA2, SBS-CA2, 76.5 concrete fastener shall achieve an average Fiber Roof Board SBS-AA, SBS-TA SBS-AA or withdrawal of 40Of when tested per TAS SBS-TA 105 or AN51/SPRI FX-1. Min. 2,500 Min. 277 psi Celcore MF Cellular Concrete Min. 0.25-inch Dens Deck Optional) SBS- SBS-CA, LWC-34 psi structural with Celcore HS Rheology Modifying Prime, SECUROCK Gypsum- CR-20 None N/A SBS-CA CA, SBS-CA2, SBS-CA2, 106.0 concrete Admixture; Celcore PVA Curing Fiber Roof Board SBS-AA, SBS-TA SBS-AA or Compound SBS-TA Min. 2,500 Min. 0.25-inch Dens Deck Optional) SBS- SBS-CA, LWC-35 psi structural Min. 415 psi Elastizell Lightweight Prime, SECUROCK Gypsum- CR-20 None N/A SBS-CA CA, SBS-CA2, SBS-CA2, 144.5 concrete Insulating Concrete with Zell -Crete Fibers Fiber Roof Board SBS-AA, SBS-TA SBS-AA or SBS-TA Exterior Research and Design, U.C. d/b/a Trinity ERD Evaluation Report F8970.01.08-2-1112 for FL984-1112 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 41 of 73 TRINITYJERD TABLE 4A: LIGHTWEIGHT CONCRETE DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Coverboard Roof Cover (Note 14) MDP Lightweight Concrete (Note 13) Type Attach Type Attach Base Ply CapNo. Note 1) psf) COLD -APPLIED BASE; FIRESTONE UQUIGARD MEMBRANE ADHESIVE: Min. 300 psi Celcore MF Cellular Concrete Min. 1-inch ISO 95+ GL, Min. 2,500 With Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. Optional) One or more layers, I.S.O. BP-CA2, Optional) BP- LWC-36 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Twin min. 0.5-inch base insulation Twin SBS-CA2 CA2, SBS-CA2 SBS-CA2 217 5 concrete Compound Glass Facer Pack Pack Min. 300 psi Celcore MF Cellular Concrete Optional) Min. 0.5-inch ISO Min. 2,500 with Celcore HS Rheology Modifying 95+ GL, GenFlex ISO I.S.O. Min. 2-inch ISOGARD HD 15.0. BP-CA2, Optional) BP- LWC-37 psi structural Admixture; Celcore PVA Curing Insulation or RESISTA, Twin Composite, GenFlex HD Twin SBS-CA2 CA2, SBS-CA2 SBS-CA2 217.5 concrete Compound GenFlex Coated Glass Facer Pack Composite ISO Pack Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Optional one or more layers, Min. 2,500 with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. BP-CA2, Optional) BP- LWC-38 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Twin Min. 0.5-inch ISOGARD HD, Twin SBS-CA2 CA2, SBS-CA2 SBS-CA2 217.5 concrete Compound Glass Facer Pack GenFlex HD ISO Pack Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Optional one or more layers, Min. 2,500 I.S.O. min. 0.5-inch base insulation; I.S.O. with Celcore HS Rheology Modifying GenFlex ISO Insulation or BP-CA2, Optional) BP- LWC-39 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Twin Min. 0.25-inch Dens Deck Twin SBS-CA2 CA2, SBS-CA2 SBS-CA2 217.5 concrete Compound Glass Facer Pack Prime or SECUROCK Gypsum Pack Fiber Roof Board Min. 300 psi Celcore MF Cellular ConcreteMin. 2,500 with Celcore HS Rheology Modifying Min. 1-inch ISO 95+ GL, I.S.O. Optional) One or more layers, I.S.O. BP-CA2, Optional) BP- LWC-40 psi structural Admixture; Celcore PVA Curing GenFlex ISO Insulation Stick min. 0.5-inch base Insulation Stick SBS-CA2 CA2, SBS-CA2 SBS-CA2 187.5 concrete Compound Min. 300 psi Celcore MF Cellular ConcreteMin. with Celcore HS RheologyModifying g Min. 1.5-inch RESISTA, I.S.O. Optional) One or more layers, P ) y I.S.O. BP-CA2, Optional) BP- LWC-41 structuralpsistructural Admixture; Celcore PVA Curing GenFlex Coated Glass Facer Stick min. 0.5-inch base insulation Stick SBS-CA2 CA2, SBS-CA2 SBS-CA2 187.5 concrete Compound Min. 300 psi Celcore MF Cellular Concrete Optional) Min. 0.5-inch ISO Min. 2,500 Min. 2-inch ISOGARD HD with Celcore HS Rheology Modifying 95+GL, GenFlex ISO I.S.O. I.S.O. BP-CA2, Optional) BP- LWC-42 psi structural Admixture; Celcore PVA Curing Insulation or RESISTA, Stick Composite, GenFlex HD Stick SBS-CA2 CA2, SBS-CA2 SBS-CA2 187.5 concrete Compound GenFlex Coated Glass Facer Composite ISO Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GI., Optional one or more layers, Min. 2,500 with Celcore HS Rheology Modifying GenFlex 150 Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. BP-CA2, Optional) BP- LWC-43 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Stick Min. 0.5-inch ISOGARD HD, Stick SBS-CA2 CA2, SBS-CA2 SBS-CA2 187.5 concrete Compound Glass Facer GenFlex HD ISO Min. 300 psi Celcore MF Cellular Concrete Min. 1.5 inch ISO 95+ GL, Optional one or more layers, Min. 2,500 with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. BP-CA2, Optional) BP- LWC-44 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Stick Min. Dens Deck Stick SBS-CA2 CA2, SBS-CA2 SBS CA2 187.5 concrete Compound Glass Facer or SinchPrime CK Gypsum Fiber Roo off BBoardoardExterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report F8970.01.08-2-1112 for FL984-R12 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 42 of 73 QOTRINITYIERD TABLE 4A: LIGHTWEIGHT CONCRETE DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Coverboard Roof Cover (Note 14) MDP Lightweight Concrete (Note 13) Type Attach Type Attach Base Ply CapNo. Note 1) psf) ASPHALT AND/OR TORCH APPLIED BASE: Minimum 200 psi, minimum 2-inch thick Min. 2,500 Approved cellular LWIC. Note: To qualify Min. 0.25-inch Dens Deck BP -AA, SBS- Optional) BP- SBS-AA, LWC-45 psi structural the LWIC under this assembly, the subject Prime, SECUROCK Gypsum- I.S.O. None N/A AA, SBS-TA, AA, SBS-AA, SBS- SBS-TA, 76.5 concrete fastener shall achieve an average Fiber Roof Board FIX II APP-TA TA, APP-TA APP-TA withdrawal of 40lbf when tested per TAS 105 or ANSI/SPRI FX-1. Optional one or more layers, Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Min. 2,500 with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. LWC-46 psi structural Twin Min. 0.25-inch Dens Deck Twin SBS-TA None SBS-TA 127.5 concrete Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Pack Prime or SECUROCK Gypsum Pack Compound Glass Facer Fiber Roof Board Min. 3D0 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Optional one or more layers, Min. 2,500 with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. BP -AA, SBS- Optional) BP- LWC-47 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Twin Min. 0.25-inch Dens Deck Twin AA. SBS-AA SBS-AA 157.5 concrete Compound Glass Facer Pack Prime or SECUROCK Gypsum PackAA Fiber Roof Board Optional one or more layers, Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Min. 2,500 with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. LWC-48 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Twin Min. 0.25-inch Dens Deck Twin APP-TA None APP-TA 217.5 concrete Compound Glass Facer Pack Prime or SECUROCK Gypsum Pack Fiber Roof Board Minimum 200 psi, minimum 2-inch thick Approved cellular LWIC. Note: To qualify Min. 2,500 Min. 0.25-inch Dens Deck I.S.O. BP -AA, SBS- Optional) BP- SBS-AA, LWC-49 psi structural the LWIC under this assembly, the subject Prime, SECUROCK Gypsum- Twin None N/A AA, SBS-TA, AA, SBS-AA, SBS- SBS-TA, 76.5 concrete fastener shall achieve an average Fiber Roof Board Pack APP-TA TA, APP-TA APP-TA withdrawal of 40lbf when tested per TAS 105 or ANSI/SPRI FX-1. Min. 2,500 Min. 277 psi Celcore MF Cellular Concrete Min. 0.25-inch Dens Deck I.S.O. BP -AA, SBS- Optional) BP- SBS-AA, LWC-50 psi structural with Celcore HS Rheology Modifying Prime, SECUROCK Gypsum- Twin None N/A AA, SBS-TA, AA, SBS-AA, SBS- SBS-TA, 106.0 concrete Admixture; Celcore PVA Curing Fiber Roof Board Pack APP-TA TA, APP-TA APP-TA Compound Min. 2,500 Min.1.5-inch ISO 95+GL, I.S.O. Hot LWC-51 psi structural Min. 160 psi Elastizell GenFlex ISO Insulation Stick Min. 0.5-inch FiberTop Asphalt BP -AA Optional) BP -AA APP-TA 97.5 concrete Exterior Research and Design, I.I.C. d/b/a Trinity ERD Evaluation Report F8970.01.08-2-R12 for FL984-R12 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 - Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 43 of 73 QOTRINITYIERD TABLE 4A: LIGHTWEIGHT CONCRETE DECKS- NEWWCONSTRUCTION OR REROOF (TE'AR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Coverboard Roof Cover (Note 14) MDP Lightweight Concrete (Note 13) Type Attach Type Attach Base Ply CapNo. Note 1) psf) Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+GL, Optional one or more layers, Min. 2,500 with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. LWC-52 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Stick Min. Dens Deck Stick SBS-TA None SBS-TA 127.5 concrete Compound Glass Facer or SinchPrimeorSECUROCK Gypsum Fiber Roof Board Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Optional one or more layers, Min. 2,500 with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. BP -AA, SBS- Optional) BP- LWC-53 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Stick Dens DeckMin. 0or Stick AA AA, SBS-AA SBS-AA 157.5 concrete Compound Glass Facer Prime or SE U ROCK Gypsum Fiber Rooff Board Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Optional one or more layers, Min. 2,500 with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. LWC-54 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Stick Min. Dens Deck Stick APP-TA None APP-TA 187.5 concrete Compound Glass Facer Prime or SinchSECUROCK Gypsum Fiber Roo off BBoardoardMinimum 200 psi, minimum 2-inch thick Approved cellular LWIC. Note: To qualify Min. 2,500 the LWIC under this assembly, the subject Min. 0.25-inch Dens Deck I. S.O. BP - AA, SBS- Optional) BP- SBS-AA, LWC- 55 psi structural fastener shall achieve an average Prime, SECUROCK Gypsum- Stick None N/A AA, SBS-TA, AA, SBS-AA, SBS- SBS-TA, 76.5 concrete withdrawal cf 40lbf when tested per TAS Fiber Roof Board APP-TA TA, APP-TA APP-TA 105 or ANSI/SPRI FX-1. Min. 277 psi Celcore MF Cellular Concrete Min. 2,500 with Celcore HS Rheology Modifying Min. 0.25-inch Dens Deck I. S.O. BP - AA, SBS- Optional) BP- SBS-AA, LWC- 56 psi structural Admixture; Celcore PVA Curing Prime, SECUROCK Gypsum- Stick None N/A AA, SBS-TA, AA, SBS-AA, SBS- SBS-TA, 106.0 concrete Compound Fiber Roof Board APP-TA TA, APP-TA APP-TA Min. 2,500 Min. 415 psi Elastizell Lightweight Min. 0.25-inch Dens Deck I. S.O. BP - AA, SBS- Optional) BP- SBS-AA, LWC- 57 psi structural Insulating Concrete with Zell -Crete Fibers Prime, SECUROCK Gypsum- Stick None N/A AA, SBS-TA, AA, SBS-AA, SBS- SBS-TA, 144.5 concrete Fiber Roof Board APP-TA TA, APP-TA APP-TA Min. 2,500 Min. 2D0 psi Elastizell, Celcore or Min. 1.5-inch ISO 95+ GL, Hot LWC- 58 psi structural CR-20 Min. 0.5-inch FiberTop BP -AA Optional) BP -AA APP-TA 97.5 MearlcreteGenFlexISOInsulationAsphaltconcrete Minimum 200 psi, minimum 2-inch thick Approved cellular LWIC. Note: To qualify Min. 2,500 the LWIC under this assembly, the subject Min. 0.25-inch Dens Deck BP -AA, SBS- Optional) BP- SBS-AA, LWC- 59 psi structural fastener shall achieve an average Prime, SECUROCK Gypsum- CR-20 None N/A AA, SBS-TA, AA, SBS-AA, SBS- SBS-TA, 76.5 concrete withdrawal cf 40lbf when tested per TAS Fiber Roof Board APP-TA TA, APP-TA APP-TA 105 or ANSI/SPRI FX-1. Exterior Research and Design, LLC. d/b/a TrinityI ERD Evaluation Report F8970.01.08-2-1112 for FL984-R32 Certificate of Authorization R9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 44 of 73 TRINITYJERD TABLE 4A: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1:. BONDED INSULATION, BONDED ROOF COVER t System Deck Base Insulation Layer Coverboard Roof Cover (Note 14) MOP Lightweight Concrete (Note 13) No. Note 1) Type Attach Type Attach Base Ply Cap psf) Min. 2,500 Min. 277 psi Celcore MF Cellular Concrete Min. 0.25-inch Dens Deck BP -AA, SBS- Optional) BP- SBS-AA, LWC-60 psi structural with Celcore HS Rheology Modifying Prime, SECUROCK Gypsum- CR-20 None N/A AA, SBS-TA, AA, SBS-AA, SBS- SBS-TA, 106.0 concrete Admixture; Celcore PVA Curing Fiber Roof Board APP-TA TA, APP-TA APP-TA Compound Min. 2,500 Min. 0.25-inch Dens Deck BP -AA, SBS- Optional) BP- SBS-AA, LWC-61 psi structural Min. 415 psi Elastizell Lightweight Prime, SECUROCK Gypsum- CR-20 None N/A AA, SBS-TA, AA, SBS-AA, SBS- SBS-TA, 144.5 concrete Insulating Concrete with Zell -Crete Fibers Fiber Roof Board APP-TA TA, APP-TA APP-TA SELF -ADHERING BASE: Min. 2,500 Min. 300 psi Celcore MF Cellular Concrete Optional) SBS- SBS-AA, LWC-62 psi structural with Celcore HS Rheology Modifying Min. 1.5-inch ISO 95+ GL, I.S.O. None N/A BASEGARD AA SBS-TA or SBS-TA or 177.5 Admixture; Celcore PVA Curing GenFlex ISO Insulation FIX II SA concrete Compound APP-TA APP-TA Minimum 200 psi, minimum 2-inch thick Min. 0.25-inch Dens Deck Min. 2,500 Approved cellular LWIC. Note: To qualify Prime, SECUROCK Gypsum- Optional) SBS- SBS-AA, LWC-63 psi structural the LWIC under this assembly, the subject Fiber Roof Board or min. I.S.O. None N/A BASEGARD AA, SBS-TA or SBS-TA or 76.5 concrete fastener shall achieve an average 0.5-inch ISOGARD HD, FIX II SA APP-TA APP-TA withdrawal of 40lbf when tested per TAS 105 or ANSI/SPRI FX-1. I GenFlex HD ISO Min. 0.25-inch Dens Deck Min. 2,500 Min. 277 psi Celcore MF Cellular Concrete Prime, SECUROCK Gypsum- Optional) SBS- SBS-AA, LWC-64 psi structural with Celcore HS Rheology Modifying Fiber Roof Board or min. I.S.O. None N/A BASEGARD AA, SBS-TA or SBS-TA or 106.0 concrete Admixture; Celcore PVA Curing 0.5-inch ISOGARD HD, FIX II SA APP-TA APP-TA Compound GenFlex HD ISO . Min. 300 psi Celcore MF Cellular ConcreteMin. 2,500 with Celcore HS Rheology Modifying Min. 1-inch ISO 95+ GL, I.S.O. Optional) One or more layers, I.S.O. Optional) APP- LWC-65 psi structural Admixture; Celcore PVA Curing GenFlex ISO Insulation Twin min. 0.5-inch base insulation Twin SBS-SA TA APP-TA 112.5 concrete Compound Pack Pack Min. 2,500 Min. 300 psi Celcore MF Cellular Concrete I.S.O. I.S.O. with Celcore HS Rheology Modifying Min. 1-inch ISO 95+ GL, Optional) One or more layers, BASEGARD Optional) SBS- LWC-66 psi structural Admixture; Celcore PVA Curing GenFlex ISO Insulation Twin min. 0.5-inch base insulation Twin SA TA SBS-TA 210.0 concrete Compound Pack Pack Min. 2,500 Min. 300 psi Celcore MF Cellular Concrete I.S.O. I.S.O. with Celcore HS Rheology Modifying Min. 1-inch ISO 95+ GL, Optional) One or more layers, BASEGARD Optional) SBS- LWC-67 psi structural Admixture; Celcore PVA Curing GenFlex ISO Insulation Twin min. 0.5-inch base insulation Twin SA AA SBS-AA 217.5 concrete Compound Pack Pack Min. 2,500 Min. 300 psi Celcore MF Cellular Concrete I.S.O. I.5.0. with Celcore HS Rheology Modifying Min. 1-inch RESISTA, Optional) One or more layers, BASEGARD Optional) SBS- LWC-68 psi structural Admixture; Celcore PVA Curing GenFlex Coated Glass Facer Twin min. 0.5-inch base insulation Twin SA AA SBS-AA 187.5 concrete Compound Pack Pack Exterior Research and Design, I.I.C. d/b/a Trimtyl ERD 'Evaluation Report F8970.01.08-2-R12 for FL984-1132 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12. 03/28/2017 Prepared by: Robert Niemmen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 45 of 73 QOTRINITYIERD TABLE 4A: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Coverboard Roof Cover (Note 14) MDP No. Note 1) Lightweight Concrete (Note 13) Psf) Type Attach Type Attach Base Ply Cap Min. 300 psi Celcore MF Cellular Concrete Min. 2,500 with Celcore HS Rheology Modifying Min. 1-inch RESISTA, I.S.O. Optional) One or more layers, I.5.0. BASEGARD Optional) APP- LWC-69 psi structural Admixture; Celcore PVA Curing GenFlex Coated Glass Facer Twin min. 0.5-inch base insulation Twin SA TA APP-TA 187.5 concrete Compound Pack Pack Min. 300 psi Celcore MF Cellular Concrete Min. 2,500 with Celcore HS Rheology Modifying Min. 1-inch RESISTA, I.S.O. Optional) One or more layers, I.5.0. Optional) SBS- LWC-70 psi structural Admixture; Celcore PVA Curing GenFlex Coated Glass Facer Twin min. 0.5-inch base insulation Twin SBS-SA TA SBS-TA 202.5 concrete Compound Pack Pack Min. 300 psi Celcore MF Cellular Concrete Optional) Min. 0.5-inch ISO Min. 2,500 with Celcore HS Rheology Modifying 95+ GL, GenFlex ISO I.S.O. Min. 2-inch ISOGARD HD I.S.O. BASEGARD Optional) SBS- LWC-71 psi structural Twin Composite, GenFlex HD Twin SBS-AA 187.5 concrete Admixture; Celcore PVA Curing Insulation or RESISTA, Pack Composite ISO Pack SA AA Compound GenFlex Coated Glass Facer Min. 2,500 Min. 3D0 psi Celcore MF Cellular Concrete Optional) Min. 0.5-inch ISO I.S.O. Min. 2-inch ISOGARD HD I.S.O. LWC-72 psi structural with Celcore HS Rheology Modifying 95+ GL, GenFlex 150 Twin Composite, GenFlex HD Twin SBS-SA Optional) SBS- SBS-TA 217.5 Admixture; Celcore PVA Curing Insulation or RESISTA, TA concrete Compound GenFlex Coated Glass Facer Pack Composite ISO Pack Min. 3D0 psi Celcore MF Cellular Concrete Optional) Min. 0.5-inch ISO Min. 2,500 with Celcore HS Rheology Modifying 95+ GL, GenFlex ISO I.S.O. Min. 2-inch ISOGARD HD I.S.O. Optional) APP- LWC-73 psi structural Twin Composite, GenFlex HD Twin SBS-SA APP-TA 217.5 Admixture; Celcore PVA Curing Insulation or RESISTA, TA concrete Compound GenFlex Coated Glass Facer Pack Composite ISO Pack Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Optional one or more layers, Min. 2,500 with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. BASEGARD Optional) SBS- LWC-74 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Twin Min. 0.5-inch ISOGARD HD, Twin SA AA SBS-AA 187.5 concrete Compound Glass Facer Pack GenFlex HD ISO Pack Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Optional one or more layers, Min. 2,500 with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. Optional) SBS- LWC-75 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Twin Min. 0.5-inch ISOGARD HD, Twin SBS-SA TA SBS-TA 217.5 concrete Compound Glass Facer Pack GenFlex HD ISO Pack Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Optional one or more layers, Min. 2,500 with Celcore HS Rheology Modifying GenFlex I50 Insulation or I.S. O. min. 0. 5-inch base insulation; I.S. O. Optional) APP- LWC-76 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Twin Min. 0. 5-inch ISOGARD HD, Twin SBS- SA TA APP- TA 217.5 concrete Compound Glass Facer Pack GenFlex HD ISO Pack Optional one or more layers, Min. 2, 500 Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, I.S. O. min. 0.5-inch base insulation; I.S.O. with Celcore HS Rheology Modifying GenFlex ISO Insulation or BASEGARD Optional) APP- LWC-77 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Twin Min. 0.25-inch Dens Deck Twin SA TA APP-TA 45.0 concrete Compound Glass Facer Pack Prime or SECUROCK Gypsum Pack Fiber Roof Board Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report F8970.01.08-2-R12 for FL984-R32 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 46 of 73 TRINITYJERD TABLE4A: LIGHTWEIGHTCONCRETEDECKS- NEW CONSTRUCTION ORREROOF(TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Coverboard Roof Cover (Note 14) MDP Lightweight Concrete (Note 13) Type Attach Type Attach Base Ply CapNo. Note 1) psf) Optional one or more layers, Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Min. 2,500 with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. Optional) SBS- LWC-78 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Twin Min. 0.25-inch Dens Deck Twin SBS-SA TA SBS-TA 82.5 concrete Compound Glass Facer Pack Prime or SECUROCK Gypsum Pack Fiber Roof Board Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Optional one or more layers, Min. 2,500 with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. BASEGARD Optional) SBS- LWC-79 psi structural Twin Min. 0.25-inch Dens Deck Twin SBS-AA 187.5 Admixture; Celcore PVA Curing RESISTA, GenFlex Coated SA AA concrete Compound Glass Facer Pack Prime or SECUROCK Gypsum Pack Fiber Roof Board Minimum 200 psi, minimum 2-inch thick Min. nch Dens Deck Approved cellular LWIC. Note: To qualifyMin. 2,500 Prime,, SECUROCK Gypsum- I.S.O. Optional) SBS- SBS-AA, LWC-80 psi structural the LWIC under this assembly, the subject Fiber Roof Board or min. Twin None N/A BASEGARD AA, SBS-TA or SBS-TA or 76.5 concrete fastener shall achieve an average 0.5-inch ISOGARD HD, Pack SA APP-TA APP-TA withdrawal of 40lbf when tested per TAS 105 orANSI/SPRI FX-1. GenFlex HD ISO Min. 0.25-inch Dens Deck Min. 277 psi Celcore MF Cellular ConcreteMin. 2,500 with Celcore HS Rheology Modifying Prime, SECUROCK Gypsum- I.S.O. BASEGARD Optional) SBS- SBS-AA, LWC-81 psi structural Fiber Roof Board or min. Twin None N/A AA, SBS-TA or SBS-TA or 106.0 concrete Admixture; Celcore PVA Curing 0.5-inch ISOGARD HD, Pack SA APP-TA APP-TA Compound GenFlex HD ISO Min. 300 psi Celcore MF Cellular ConcreteMin. 2,500 with Celcore HS Rheology Modifying Min. 0.25-inch Dens Deck I.S.O. BASEGARD Optional) SBS- LWC-82 psi structural Admixture; Celcore PVA Curing Prime or SECUROCK Stick None N/A SA AA SBS-AA 82.5 concrete Compound Gypsum Fiber Roof Board Min. 300 psi Celcore MF Cellular ConcreteMin. 2,500 with Celcore HS Rheology Modifying Min. 0.5-inch ISOGARD HD, I.S.O. BASEGARD Optional) SBS- SBS-AA, LWC-83 psi structural Admixture; Celcore PVA Curing GenFlex HD ISO Stick None N/A SA AA SBS-TA or SBS-TA or 172.5 concrete _ Compound APP-TA APP-TA Min. 2,500 Min. 300 psi Celcore MF Cellular Concrete Min. 0.25-inch Dens Deck LWC-84 psi structural with Celcore HS Rheology Modifying Prime or SECUROCK I.S.O. None N/A BASEGARD Optional) SBS- SBS-TA or 177.5 concrete Admixture; Celcore PVA Curing Gypsum Fiber Roof Board Stick SA TA or APP-TA APP-TA Compound Min. 2,500 Min. 1.5-inch I50 95+ GL, I.S.O. Optional) One or more layers I.S.O. BASEGARD Optional) SBS- SBS-AA, LWC-85 psi structural Min. 160 psi Elastizell GenFlex ISO Insulation Stick base insulation Stick SA' AA, SBS-TA or SBS-TA or 90.0 concrete APP-TA APP-TA Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report F8970.01.08-2-1112 for FL984-R12 Certificate of Authorization N9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 47 of 73 TRINITYJERD TABLE 4A: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Coverboard Roof Cover (Note 14) MOP Lightweight Concrete (Note 13) Type Attach Type Attach Base Ply CapNo. Note 1) Psf) Min. 300 psi Celcore MF Cellular ConcreteMin. 2,500 with Celcore HS Rheology Modifying Min. 1-inch ISO 95+ GL, I.S.O. Optional) One or more layers, I.S.O. Optional) APP- LWC-86 psi structural Admixture; Celcore PVA Curing GenFlex ISO Insulation Stick min. 0.5-inch base insulation Stick SBS-SA TA APP-TA 112.5 concrete Compound Min. 300 psi Celcore MF Cellular Concrete Min. 1-inch ISO 95+ GL, Min. with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. Optional) One or more layers, I.S.O. Optional) SBS- LWC-87 psi structural Admixture; Celcore PVA Curing min. 1.5-inch RESISTA, Stick min. 0.5-inch base insulation Stick SBS-SA TA SBS-TA 187.5 concrete Compound GenFlex Coated Glass Facer Min. 300 psi Celcore MF Cellular Concrete Min. 1-inch ISO 95+ GL, Min. 2,500 with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. Optional) One or more layers, I.S.O. BASEGARD Optional) SBS- LWC 88 psi structural Admixture; Celcore PVA Curing min. 1.5-inch RESISTA, Stick min. 0.5-inch base insulation Stick SA AA SBS-AA 187.5 concrete Compound GenFlex Coated Glass Facer Min. 300 psi Celcore MF Cellular ConcreteMin. with Celcore HS RheologyModifying g Min. 1.5-inch RESISTA, I.S.O. Optional) One or more layers, P ) y I.S.O. Optional) APP- LWC-89 structuralpsistructural Admixture; Celcore PVA Curing GenFlex Coated Glass Facer Stick min. 0.5-inch base insulation Stick 565-SA TA APP-TA 187.5 concrete Compound Min. 300 psi Celcore MF Cellular Concrete Optional) Min. 0.5-inch ISO Min. 2,500 Min. 2-inch ISOGARD HD LWC-90 psi structural with Celcore HS Rheology Modifying 95+ GL, GenFlex ISO I.S.O. Composite, GenFlex HD I.S.O. SBS-SA Optional) APP- APP-TA 187.5 Admixture; Celcore PVA Curing Insulation or RESISTA, Stick Stick TA concrete Compound GenFlex Coated Glass Facer Composite ISO Min. 300 psi Celcore MF Cellular Concrete Optional) Min. 0.5-inch ISO Min. 2,500 Min. 2-inch ISOGARD HD with Celcore HS Rheology Modifying 95+ GL, GenFlex ISO 1.5.0. I.S.O. Optional) SBS- LWC-91 psi structural Admixture; Celcore PVA Curing Insulation or RESISTA, Stick Composite, GenFlex HD Stick SBS-SA TA SBS-TA 187.5 concrete Compound GenFlex Coated Glass Facer Composite ISO Min. 300 psi Celcore MF Cellular Concrete Optional) Min. 0.5-inch ISO Min. 2,500 Min. 2-inch ISOGARD HD LWC-92 psi structural with Celcore HS Rheology Modifying 95+ GL, GenFlex ISO I.S.O. Composite, GenFlex HD I.S.O. BASEGARD Optional) SBS- SBS-AA 187.5 Admixture; Celcore PVA Curing Insulation or RESISTA, Stick Stick SA AA concrete Compound GenFlex Coated Glass Facer Composite ISO Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Optional one or more layers, Min. with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. Optional) APP- LWC-93 structuralpsistructural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Stick Min. 0.5-inch ISOGARD HD, Stick SBS-SA TA APP-TA 187.5 concrete Compound Glass Facer GenFlex HD ISO Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Optional one or more layers, Min. 2,500 with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. Optional) SBS- LWC-94 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Stick Min. 0.5-inch ISOGARD HD, Stick SBS-SA TA SBS-TA 187.5 concrete Compound Glass Facer GenFlex HD ISO Exterior Research and Design, U.C. d/b/a Trinity ERD Evaluation Report F8970.01.08-2-1112 for FL984-R32 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 48 of 73 TRINITYJERD' TABLE4A: LIGHTWEIGHT CONCRETE DECKS— NEW'CONSTRUCTIONORREROOF(TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Coverboard Roof Cover (Note 14) MOP No. Note 1) Lightweight Concrete (Note 13) Psf) Type Attach Type Attach Base Ply Cap Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Optional one or more layers, Min. 2,500 with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. BASEGARD Optional) SBS- LWC-95 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Stick Min. 0.5-inch ISOGARD HD, Stick SA AA SBS-AA 187.5 concrete Compound Glass Facer GenFlex HD ISO Optional one or more layers, Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Min. 2,500 with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. BASEGARD Optional) APP- LWC-96 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Stick Min. Dens Deck Stick SA TA APP-TA 45.0 concrete Compound Glass Facer Prime or SorSECUROCKECUROCKGypsum Fiber Roof Board Optional one or more layers, Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Min. 2,500 with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I. S.O. Optional) SBS- LWC- 97 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Stick Min. 0.25-inch Dens Deck Stick SBS- SA TA SBS- TA 82.5 concrete Compound Glass Facer Prime or SECUROCK Gypsum Fiber Roof Board Optional one or more layers, Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Min. 2,500 with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I. S.O. BASEGARD Optional) SBS- LWC- 98 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Stick Min. 0.25-inch Dens Deck Stick SA AA SBS- AA 187.5 concrete Compound Glass Facer Prime or SECUROCK Gypsum Fiber Roof Board Minimum 200 psi, minimum 2-inch thick Min. 0.25-inch Dens Deck Min. 2,500 Approved cellular LWIC. Note: To qualify Prime, SECUROCK Gypsum- Optional) SBS- SBS-AA, LWC- 99 psi structural the LWIC under this assembly, the subject Fiber Roof Board or min. I. S.O. None N/A BASEGARD pip SBS-TA or SBS-TA or 76.5 fastener shall achieve an average Stick SA concrete withdrawal of 40lbf when tested per TAS 0. 5-inch ISOGARD HD, APP-TA APP-TA 105 orANS1/SPRI FX-1. GenFlex HD I50 Min. 0.25-inch Dens Deck Min. 277 psi Celcore MF Cellular Concrete Min. 2,500 with Celcore HS Rheology Modifying Prime, SECUROCK Gypsum- I. S.O. BASEGARD Optional) SBS- SBS-AA, LWC- 100 psi structural Fiber Roof Board or min. None N/A AA SBS-TA or SBS-TA or 106.0 Admixture; Celcore PVA Curing Stick SA concrete 0.5-inch ISOGARD HD, APP-TA APP-TA Compound GenFlex HD ISO Min. 0.25-inch Dens Deck Min. 2,500 Prime, SECUROCK Gypsum- Optional) SBS- SBS-AA, LWC- 101 psi structural Min. 415 psi Elastizell Lightweight Fiber Roof Board or min. I. S.O. None N/A BASEGARD AA, SBS-TA or SBS-TA or 144.5 Insulating Concrete with Zell -Crete Fibers Stick SA concrete 0.5-inch ISOGARD HD, APP-TA APP-TA GenFlex HD ISO Min. 2,500 Min. 200 psi Elastizell, Celcore or Min. 1.5-inch ISO 95+ GL, Optional) One or more layers BASEGARD Optional) SBS- SBS-AA, LWC- 102 psi structural Mearlcrete GenFlex ISO Insulation CR- 20 base insulation CR- 20 SA AA, SBS-TA or SBS-TA or 90.0 concrete I APP-TA APP-TA Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report F8970.01.08-2-1112 for F1.984-1132 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 49 of 73 NRINITY I ERD TABLE 4A: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Coverboard Roof Cover (Note 14) MDP Lightweight Concrete (Note 13) Type Attach Type Attach Base Ply CapNo. Note 1) Psf) Min. 2,500 Min. 1.5-inch ISO 95+ GL, Optional) One or more layers BASEGARD Optional) SBS- SBS-AA, LWC-103 psi structural Min. 200 psi Elastizell GenFlex ISO Insulation CR-20 base insulation CR-20 SA AA, SBS-TA or SBS-TA or 180.0 concrete APP-TA APP-TA Min. 2,500 Min. 1.5-inch ISO 95+ GL, layersOneormorelaOptional) y BASEGARD Optional) SBS- SBS-TA or LWC-104 psi structural Min. 200 psi Celcore GenFlex I50 Insulation CR-20 base insulationation CR-20 SA TA or APP-TA APP-TA 210.0 concrete Min. 2,500 Min. 1.5-inch ISO 95+ GL, Optional) One or more layers BASEGARD Optional) SBS- LWC-105 psi structural Min. 200 psi Celcore GenFlex ISO Insulation CR-20 base insulation CR-20 SA AA SBS-AA 222.5 concrete Min. 2,500 Min. 1.5-inch ISO 95+ GL, Optional) One or more layers BASEGARD Optional) SBS- SBS-TA or LWC-106 psi structural Min. 200 psi Mearlcrete GenFlex ISO Insulation CR-20 base insulation CR-20 SA TA or APP-TA APP-TA 210.0 concrete Min. 2,500 Min. 1.5-inch ISO 95+ GL, Optional) One or more layers BASEGARD Optional) SBS- LWC-107 psi structural Min. 200 psi Mearlcrete GenFlex ISO Insulation CR-20 base insulation CR-20 SA AA SBS-AA 240.0 concrete Minimum 200 psi, minimum 2-inch thick Approved cellular LWIC. Note: To qualify Min. 2,500 Min. 0.25-inch Dens Deck Optional) SBS- SBS-AA, LWC-108 psi structural the LWIC under this assembly, the subject Prime, SECUROCK Gypsum- CR-20 None N/A BASEGARD AA SBS-TA or SBS-TA or 76.5 concrete fastener shall achieve an average Fiber Roof Board SA APP-TA APP-TA withdrawal of 40lbf when tested per TAS 105 or ANSI/SPRI FX-1. Min. 2,500 Min. 277 psi Celcore MF Cellular Concrete Min. 0.25-inch Dens Deck Optional) SBS- SBS-AA, LWC-109 psi structural with Celcore HS Rheology Modifying Prime, SECUROCK Gypsum- CR-20 None N/A BASEGARD AA, SBS-TA or SBS-TA or 106.0 concrete Admixture; Celcore PVA Curing Fiber Roof Board SA APP-TA APP-TA Compound Min. 2,500 Min. 0.25-inch Dens Deck Optional) SBS- SBS-AA, LWC-110 psi structural Min. 415 psi Elastizell Lightweight Prime, SECUROCK Gypsum- CR-20 None N/A BASEGARD AA, SBS-TA or SBS-TA or 144.5 Insulating Concrete with Zell -Crete Fibers SA concrete Fiber Roof Board APP-TA APP-TA Exterior Research and Design, I.I.C. d/b/a Trinityl ERD Evaluation Report F8970.01.08-2-R12 for FL984-1132 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-S9166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page SO of 73 r) QOTRINITYIERD TABLE 4B: LIGHTWEIGHT CONCRETE DECKS -NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Lightweight Concrete (Note Anchor Sheet Insulation Roof Cover (Note 14) MDP Type Fasteners Attach Base Top Attach Base Ply CapNo. Note 1) 13) psf) Minimum 200 psi, minimum Min. 1-inch Optional) Optional 2-inch thick Approved MB Base, Min. 1.8-inch 7-inch o.c. at the ISO 95+ GL, additional layers I.S.O. FIX Min. 22 ga., cellular LWIC. Note: To Venting Base Firestone 4-inch side lap and GenFlex base insulation, flat II, I.S.O. type BV steel qualify the LWIC under this Sheet, SBS Base, Two Piece 7-inch o.c. at two, ISO or tapered; Min. Stick, BP -CA, SBS-CA, LWC-111 or min. 2,500 assembly, the subject SBS PolyBase, Impact Nail equally spaced, Insulation, 0.5-inch ISOGARD I.S.O. SBS-CA, None APP-CA 45.0 psi structural fastener shall achieve an SBS Smooth, SBS or Firestone staggered rows in RESISTA, GenFlex HD ISO Twin APP-CA concrete average withdrawal of 52 Premium Base LWC Base the center of the GenFlex oror Min. inch Pack Ibf when tested per TAS 105 Ply Fasteners sheet Coated Dens Decckk Prime or ANSI/SPRI FX-1. Glass Facer Minimum 200 psi, minimum Min. 1-inch 2-inch thick Approved Min. 1.8-inch 7-inch o.c. at the ISO 95+ GL, Min. 22 ga., cellular LWIC. Note: To MB Base, Firestone 4-inch side lap and GenFlex Optional) Optional I.S.O. FIX qualify the LWIC under this Venting Base additional layers II, I.S.O. SBS- type BV steel assembly, the subject Sheet, SBS Base, Two Piece 7-inch o.c. at two, ISO base insulation, flat Stick, AA, LWC-112 at 5 ft spans fastener shall achieve an SBS PolyBase, Impact Nail equally spaced, Insulation, or tapered; Min. I.S.O. SBS-SA None SBS_ TA, 45.0 or structural average withdrawal of 52 SBS Smooth, SBS or Firestone staggered rows in RESISTA, 0.25-inch Dens Twin APP-TA concrete Ibf when tested per Testing Premium Base LWC Base the center of the GenFlex Deck Prime Pack Ply Fasteners sheet Coated Application Standard TAS Glass Facer 105. Minimum 200 psi, minimum MB Base, 2-inch thick Approved Channel Venting 9-inch o.c. at the Min. 1.5- Min. 0.5-inch Fiber Min. 22 ga., cellular LWIC. Note: To Base, Venting Firestone 3-inch side lap and inch ISO Top or min. 0.25- Optional) type BV steel qualify the LWIC under this Base Sheet, SBS LWC Base 9-inch o.c. at two, 95+ GL, inch Dens Deck or Hot BP -AA or One or more SBS-AA LWC-113 or min. 2,500 assembly, the subject Base, SBS Base-P, Ply Fasteners equally spaced, GenFlex SECUROCK asphalt SBS-AA BP -AA, SBS- or APP- 45.0 psi structural fastener shall achieve an SBS PolyBase, or Trufast staggered rows in ISO Gypsum -Fiber Roof AA or APP- TA concrete average withdrawal of 68 SBS Smooth, SBS FM-90 the center of the Insulation Board TA Ibf when tested per TAS 105 sheet or ANSI/SPRI FX-1. Premium Base Minimum 200 psi, minimum MB Base, 2-inch thick Approved Channel Venting 12-inch o.c. at the Min. 1.5- Min. 0.5-inch Fiber Min. 22 ga., cellular LWIC. Note: To Base, Venting Firestone 3-inch side lap and inch ISO Top or min. 0.25- Optional) . type BV steel qualify the LWIC under this Base Sheet, SBS LWC Base 12-inch o.c. at 95+ GL, inch Dens Deck or Hot BP -AA or One or more SBS-AA LWC-114 or min. 2,500 assembly, the subject Base, SBS Base-P, Ply Fasteners three, equally GenFlex SECUROCK asphalt SBS-AA BP -AA, SBS- or APP- 45.0 psi structural fastener shall achieve an SBS PolyBase, or Trufast spaced, staggered ISO Gypsum -Fiber Roof AA or APP- TA concrete average withdrawal of 68 SBS Smooth, SBS FM-90 rows in the center Insulation Board TA Ibf when tested per TAS 105 of the sheet or ANSI/SPRI FX-1. Premium Base Exterior Research and Design, U.C. d/b/a TrinityI ERD Evaluation Report F8970.01.08-2-R12 for FL984-R12 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12- 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 51 of 73 V TRINITY I ERD TABLE 4C-1: LIGHTWEIGHT CONCRETE DECKS— NEW CONSTRUCTION OR REROOF (TEaR-OFF)- SYSTEM TYPE E:MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck (Note 1) Lightweight Concrete (Note 13) Base Sheet Roof Cover (Note 14) MDP Type Fasteners Attach Ply CapNo. Psfl COLD -APPLIED BASE; FIRESTONE MULTI -PURPOSE MB COLD ADHESIVE: Min. 22 ga., type BV MB Base, Channel Venting Base, 7-Inch o.c. at the 4-inch side lap LWC-115 steel at max 5 ft spans or min. 2,500 Min. 200 psi, min. 2-inch thick Range II Venting Base Sheet, SBS Base, Firestone Two Piece and 7-inch o.c. at two, equally SBS-CA or APP- SBS-CA or psi structural Elastizell Lightweight Insulating Concrete SBS Base-P, SBS PolyBase, SBS Impact Nails spaced, staggered rows in the CA APP-CA 45.0 Smooth, SBS Premium Base center of the sheet concrete Min. 22 ga., type BV MB Base, Channel Venting Base, 7-inch o.c. at the 4-inch side lapsteelatmax5ft Min. 300 psi, min. 2-inch thick Mearlcrete Venting Base Sheet, SBS Base, Firestone Two Piece and 7-inch o.c. at two, equally SBS-CA or APP- SBS-CA orLWC-116 spans or min. 2,500 psi structural cellular lightweight insulating concrete SBS Base-P, SBS PolyBase, SBS Impact Nails spaced, staggered rows in the CA APP-CA 45.0 Smooth, SBS Premium Base center of the sheet concrete Min. 22 ga., type BV MB Base, Channel Venting Base, 7-inch o.c. at the 4-inch side lapsteelatmax5ft Min. 200 psi, min. 2-inch thick Celcore Venting Base Sheet, SBS Base, Firestone Two Piece and 7-inch o.c. at two, equally SBS-CA or APP- SBS-CA orLWC-117 spans or min. 2,500 Cellular Concrete SBS Base-P, SBS PolyBase, SBS Impact Nails spaced, staggered rows in the CA APP-CA 45.0 psi structural Smooth, SBS Premium Base center of the sheet concrete Min. 22 ga., type BV Existing, min. 200 psi, min. 2-inch thick steel at max 5 ft Approved cellular lightweight insulating MB Base, Channel Venting Base, 7-inch o.c. at the 4-inch side lap LWC-118 spans or min. 2,500 concrete. Note: To qualify the LWIC under Venting Base Sheet, SBS Base, Firestone Two Piece and 7-inch o.c. at two, equally SBS-CA or APP- SBS-CA or psi structural this assembly, the subject fastener shall SBS Base-P, SBS PolyBase, SBS Impact Nails spaced, staggered rows in the CA APP-CA 45.0 achieve on average withdrawal of 51 Ibf Smooth, SBS Premium Base center of the sheet concrete when tested per TAS 105 or ANSI/SPRI FX-1. COLD-APPUED BASE; FIRESTONE LIQUIGARD MEMBRANE ADHESIVE: Min. 22 ga., type BV steel at max 6 ft Min. 460 psi, min. 2-inch thick Mearlcrete 7-inch o.c. in the 4-inch wide Optional) SBS- LWC-119 spans or min. 2,500 cellular lightweight insulating concrete SBS Poly Torch Base Trufast FM-290V laps CA2 SBS-CA2 45.0 psi structural concrete Min. 22 ga., type BV Min. 342 psi, min. 2-inch thick Approved steel at max 5 ft cellular lightweight insulating concrete. Channel Venting BaseMBBase 7-inch o.c. at the 3-inch side lap LWC-120 spans or min. 2,500 Note: To qualify the LWIC under this SBS Base, SBS PolyBase, SBS Firestone 1.7" LWC and 7-inch o.c. at two, equally Optional) SBS- SBS-CA2 60.0 psi structural assembly, the subjectfastener shall achieve Premium Base Base Ply Fasteners spaced, staggered rows in the CA2 an average withdrawal of 71 Ibf when tested center of the sheet concrete per TAS 105 or ANSI/SPRI FX-1. ASPHALT AND/OR TORCH APPLIED BASE: ` Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report F8970.01.08-2-R12 for FL984-1132 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 52 of 73 V TRINI7YJERD TABLE 4C-1: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Base Sheet Roof Cover (Note 14) MDP Deck (Note 1) Lightweight Concrete (Note 13) No. Type Fasteners Attach Ply Cap Psf) Min. 200 psi, min. 2-inch thick Approved Min. 22 ga., type BV cellular lightweight insulating concrete. MB Base, Channel Venting Base, 9-inch o.c. at the 2-inch side lap Optional) One steel at max 5 ft Note: To qualify the LWIC under this Venting Base Sheet, SBS Base, Firestone LWC Base and 9-inch o.c. at two, equally or more BP -AA, SBS-AA, LWC-121 spans min. 2,500 assembly, the subject fastener shall achieve SBS Base-P, SBS PolyBase, SBS Ply Fasteners or spaced, staggered rows in the SBS-AA, SBS-TA SBS-TA or 45.0 psi structural an average withdrawal of 70lbf when tested Smooth, SBS Premium Base Trufast FM-90 center of the sheet or APP-TA APP-TA concrete per TAS 105orANS1/SPRIFX-1. Min. 200 psi, min. 2-inch thick Approved Min. 22 ga., type BV cellular lightweight insulating concrete. MB Base, Channel Venting Base, 12-inch o.c. at the 2-inch side Optional) One steel at max 5 ft Note: To qualify the LWIC under this Venting Base Sheet, SBS Base, Firestone LWC Base lap and 12-inch o.c. at three, or more BP -AA, SBS-AA, LWC-122 spans or min. 2,500 assembly, the subject fastener shall achieve SBS Base-P, SBS PolyBase, SBS Ply Fasteners or equally spaced, staggered rows SBS-AA, SBS-TA SBS-TA or 45.0 psi structural an average withdrawal of 70lbf when tested Smooth, SBS Premium Base Trufast FM-90 in the center of the sheet or APP-TA APP TA concrete per TAS 105 or ANSI/SPRI FX-1. Min. 200 psi, min. 2-inch thick Approved Min. 22 ga., type BV cellular lightweight insulating concrete. MB Base, Channel Venting Base, 9-inch o.c. in the 2-inch side lap steel at max 5 ft Note: To qualify the LWIC under this Venting Base Sheet, SBS Base, Min. 1.8-inch and 9-inch o.c. in two, equally BP -AA, SBS-AA SBS-AA or LWC-123 spans min. 2,500 assembly, the subject fastener shall achieve SBS Base-P, SBS PolyBase, SBS Firestone Two Piece spaced, staggered rows in the or SBS-CA SBS-CA 45.0 psi structural on average withdrawal of 70lbf when tested Smooth, SBS Premium Base Impact Nail center of the sheet concrete per TAS 105 or AN51/SPRI FX-1. Min. 22 ga., type BV steel at max 6 ft Min. 460 psi, min. 2-inch thick Mearlcrete 7-inch o.c. in the 4-inch wide Optional) SBS- LWC-124 spans or min. 2,500 F cellular lightweight insulating concrete SBS Poly Torch Base Trufast FM-290V laps TA SBS-TA 45.0 psi structural concrete Min. 22 ga., type BV MB Base, Channel Venting Base, 7-inch o.c. at the 4-inch side lapsteelatmax5ft Min. 200 psi, min. 2-inch thick Range II Venting Base Sheet, SBS Base, Firestone Two Piece and 7-inch o.c. at two, equally SBS-TA or APP- SBS-TA or LWC-125 spans or min. 2,500 Elastizell Lightweight Insulating Concrete SBS Base-P, SBS PolyBase, SBS Impact Nails spaced, staggered rows in the TA APP-TA 45.0 psi structural Smooth, SBS Premium Base center of the sheet concrete Min. 22 ga., type BV MB Base, Channel Venting Base, 7-inch o.c. at the 4-inch side lap steel at max 5 ft Min. 300 psi, min. 2-inch thick Mearlcrete Venting Base Sheet, SBS Base, Firestone Two Piece and 7-inch o.c. at two, equally SBS-TA or APP- SBS-TA or LWC-126 spans or min. 2,500 cellular lightweight insulating concrete SBS Base-P, SBS PolyBase, SBS Impact Nails spaced, staggered rows in the TA APP-TA 45.0 psi structural Smooth, SBS Premium Base center of the sheet concrete Min. 22 ga., type BV MB Base, Channel Venting Base, 7-inch o.c. at the 4-inch side lap steel at max 5 ft Min. 200 psi, min. 2-inch thick Celcore Venting Base Sheet, SBS Base, Firestone Two Piece and 7-inch o.c. at two, equally SBS-TA or APP- SBS-TA or LWC-127 spans or min. 21500 Cellular Concrete SBS Base-P, SBS PolyBase, SBS Impact Nails spaced, staggered rows in the TA APP-TA 45.0 psi structural Smooth, SBS Premium Base center of the sheet concrete Exterior Research and Design, U.C. d/b/a Trinity ERD Evaluation Report F8970.01.08-2-R32 for FL984-1112 Certificate of Authorization 89503 FBC NON-HVHZ EVALUATION Revision 12 03/28/2017 Prepared by: Robert Nieminen, PE-S9166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 53 of 73 QOTRINITYIERD TABLE4C-1: LIGHTWEIGHT CONCRETE DECKS— NEWCONSTRLICTIOWORREROOF(TEA&CFF) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Base Sheet Roof Cover (Note 14) MDP Deck (Note 1) Lightweight Concrete (Note 13) Type Fasteners Attach Ply CapNo. Psf) Existing, min. 200 psi, min. 2-inch thick Min. 22 ga., type BV Approved cellular lightweight insulating MB Base, Channel Venting Base, 7-inch o.c. at the 4-inch side lapsteelatmax5ft concrete. Note: To qualify the LWIC under Venting Base Sheet, SBS Base, Firestone Two Piece and 7-inch o.c. at two, equally SBS-TA or APP- SBS-TA or LWC-128 spans or min. 2,500 this assembly, the subject fastener shall SBS Base-P, SBS PolyBase, SBS Impact Nails spaced, staggered rows in the TA APP-TA 45.0 psi structural achieve on average withdrawal of 52 Ibf Smooth, SBS Premium Base center of the sheet concrete when tested per TA5105 orANSI/SPRI FX-1. Min. 22 ga., type BV MB Base, Channel Venting Base, Firestone LWC Base 7-inch o.c. at the 3-inch side lap Optional) One steel at max 5 ft Min. 300 psi, min. 2-inch thick Mearlcrete Venting Base Sheet, SBS Base, Ply Fasteners, and 7-inch o.c. at two, equally or more BP -AA, SBS-AA, LWC-129 spans or min. 2,500 cellular lightweight insulating concrete SBS Base-P, SBS PolyBase, SBS Trufast FM-90 or spaced, staggered rows in the SBS-AA, SBS-TA SBS-TA or 52.5 psi structural Smooth, SBS Premium Base OMG CR Base Felt center of the sheet or APP-TA APP-TA concrete Fasteners Min. 22 ga., type BV MB Base, Channel Venting Base, 9-inch o.c. at the 4-inch side lapsteelatmax5ft Min. 300 psi, min. 2-inch thick Mearlcrete Venting Base Sheet, SBS Base, Firestone LWC Base and 9-inch o.c. at two, equally BP -AA or SBS- LWC-130 spans or min. 2,500 cellular lightweight insulating concrete SBS Base-P, SBS PolyBase, SBS Ply Fasteners, spaced, staggered rows in the AA SBS-AA 52.5 psi structural Smooth, SBS Premium Base Trufast-90 center of the sheet concrete Min. 300 psi, min. 2-inch thick Approved Min. 22 ga., type BV cellular lightweight insulating concrete. MB Base, Channel Venting Base, 9-inch o.c. at the 4-inch side lap Optional) One steel at max 5 ft Note: To qualify the LWIC under this Venting Base Sheet, SBS Base, Min. 1.8-inch and 9-inch o.c. at two, equally or more BP -AA, SBS-AA,. LWC-131 spans or min. 2,500 assembly, the subject fastener shall achieve SBS Base-P, SBS PolyBase, SBS Firestone Two Piece spaced, staggered rows in the SBS-AA, SBS-TA SBS-TA or 60.0 psi structural an average withdrawal of 88lbf when tested Smooth, SBS Premium Base Impact Nail center of the sheet or APP-TA APP-TA concrete per TAS 105 or AN51/SPRI FX-1. Min. 1.8-inch Min. 22 ga., type BV Firestone Two PieceFasteners SBS-AA or steel at max 6 ft Min. 300 psi, min. 2-inch thick Celcore MF 6-inch o.c. through SBS-TA LWC-132 spans or min. 2,500 Cellular Concrete with Celcore HS Rheology SBS PolyTorch Base Impact Nails batten bars within 3-inch wide, Optional) SBS- ASTM 60.0 psi structural Modifying Admixture through Trufast torched side laps. AA or SBS-TA D6164 Products Straight concrete Line Batten Bars only) Min. 22 ga., type BV 6-inch o.c. at the 4-inch side lap SBS-AA or steel at max 6 ft Min. 300 psi, min. 2-inch thick ell Firestone Venting Base, SBS Base, Min. 1.8-inch and 6-inch o.c. at two, equally SBS-AA or SBS- SBS-TA LWC-133 spans or min. 2,500 cellular lightweight insulating concreconcElastrete SBS Base-P, SBS PolyBase, SBS Firestone Two Piece spaced, staggered rows in the TA (ASTM ASTM 60.0 psi structural Smooth, SBS Premium Base Impact Nail D6164 only) D6164 concrete center of the sheet only) MB Base, Channel Venting Base, Min. 22 ga., type BV SBS Base, SBS-Base P, SBS Firestone LWC Base 9-inch o.c. at the 4-inch side lap Optional) One steel at max 5 ft Min. 350 psi, min. 2-inch thick Celcore MF PolyTorch, SBS PolyBase, SBS Ply Fasteners, and 12-inch o.c. at two, equally or more BP-AA SBS-AA, LWC-134 spans or min. 2,500 Cellular Concrete with Celcore HS Rheology Premium Base, SBS Smooth, SBS Trufast FM-90 or spaced, staggered rows in the SBS-AA, SBS-TA SBS-TA or 60.0 psi structural Modifying Admixture Torch Base, APP 160, APP 160-P, Trufast FM-290 center of the sheet or APP-TA APP-TA concrete APP 80 Glass Base, APP 80 Glass Base-P, APP Premium Base Exterior Research and Design, I.I.C. d/b/a Trinityl ERD Evaluation Report F8970.01.08-2-1112 for FL984-1132 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12. 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 54 of 73 QOTRINITYIERD TABLE4C-i: LIGHTWEIGHTCONCRETEDECKS — NEW CONSTRUCTION ORREROOF(TEAR-OFF) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Base Sheet Roof Cover (Note 14) MDP Deck ( Note 1) Lightweight Concrete (Note 13) Psf) No. Type Fasteners Attach Ply Cap Existing, min. 350 psi, min. 2-inch thick Min. 22 ga., type BV Approved cellular lightweight insulating MB Base, Channel Venting Base, 9-inch o.c. at the 4-inch side lap steel at max 5 ft concrete. Note: To qualify the LWIC under SBS Base, SBS Base P, SBS Firestone LWC Base and 12-inch o.c. at two, equally One or more LWC- 135 spans min. 2,500 this assembly, the subject fastener shall Premium Base, SBS Smooth, SBS Ply Fasteners (1.7- spaced, staggered rows in the SBS-TA SBS- TA 60.0 psi structural achieve on average withdrawal of 106lbf PolyBase inch) center of the sheet concrete when tested per TAS 105 or ANSI/SPRI FX-1. MB Base, Channel Venting Base, Min. 22 ga., type BV SBS Base, SBS-Base P, SBS Firestone LWC Base 7-inch o.c. at the min. 3-inch Optional) One steel at max 6 ft Min. 300 psi, min. 2-inch thick Celcore MF PolyTorch, SBS PolyBase, SBS Ply Fasteners, side lap and 7-inch o.c. at two, or more BP -AA, SBS- AA, LWC- 136 spans or min. 2,500 Cellular Concrete with Celcore HS Rheology Premium Base, SBS Smooth, SBS Trufast FM-90 or equally spaced, staggered rows SBS-AA, SBS-TA SBS- TA or 60.0 psi structural Modifying Admixture Torch Base, APP 160, APP 160-P, Trufast FM-290 in the center of the sheet or APP-TA APP- TA concrete APP 80 Glass Base, APP 80 Glass Base- P, APP Premium Base Min. 342 psi, min. 2-inch thick Approved Min. 22 ga., type BV cellular lightweight insulating concrete. 7-inch o.c. at the 3-inch side lap steel at max 5 ft Note: To qualify the LWIC under this MB Base, Channel Venting Base, Firestone 1.7" LWC and 7-inch o.c. at two, equally Optional) One SBS- AA, LWC- 137 spans or min. 2,500 assembly, the subjectfastener shall achieve Venting Base Sheet, SBS Base, Base Ply Fasteners spaced, staggered rows in the or more BP -AA, SBS-TA 60.0 psi structural an average withdrawal of 71 Ibf when tested SBS PolyBase, SBS Premium Base center of the sheet' SBS-AA, SBS-TA concrete per TAS 105 orAN51/SPRI FX-1. Min. 22 ga., type BV 6-inch o.c. at the 4-inch side lap SBS-AA or steel at max 6 ft Min. 300 psi, min. 2-inch thick Concrecel Firestone Venting Base, SBS Base, Min. 1.8-inch and 6- inch o.c. at two,_equally SBS-AA or SBS- SBS-TA LWC-138 spans or min. 2,500 cellular lightweight insulating concrete SBS Base- P, SBS PolyBase, SBS Firestone Two Piece spaced, staggered rows in the TA (ASTM ASTM 67.5 psi structural Smooth, SBS Premium Base Impact Nail center of the sheet D6164 only) D6164 concrete only) Min. 300 psi, min. 2-inch thick Approved Min. 22 ga., type BV cellular lightweight insulating concrete. MB Base, Channel Venting Base, 7.5-inch o.c. at the 3-inch side Optional) One steel at max 5 ft Note: To qualify the LWIC under this Venting Base Sheet, SBS Base, Firestone LWC Base lap and 7.5-inch o.c. at two, or more BP -AA, SBS-AA, LWC-139 spans or min. 2,500 assembly, the subject fastenershall achieve SBS Base-P, SBS PolyBase, SBS Ply Fasteners or equally spaced, staggered rows SBS-AA, SBS-TA SBS-TA or 75.0 psi structural an average withdrawal of 95lbf when tested Smooth, SBS Premium Base Trufast FM- 90 in the center of the sheet or APP-TA APP-TA concrete per TAS 105 orAN51/5PR1 FX-1. Min. 22 ga., type BV Concrecel Bonding Agent is applied to the MB Base, Channel Venting Base, steel at max 5 ft deck at a rate of 600 ft:/gal. Min. 300 psi, Venting Base Sheet, SBS Base, 7-inch o.c. at the 3-inch side lap Optional) One SBS-AA, LWC-140 spans or min. Z,500 min. 2. 25-inch thick Concrecel cellular SBS Base- P, 585 PolyBase, SBS OMG CR Base Ply and 7-inch o.c. at two, equally or more BP -AA, SBS-TA or 82.5 psi structural lightweight insulating concrete followed by Smooth, SBS Premium Base, APP Fasteners spaced, staggered rows in the SBS-AA, SBS-TA APP-TA Concrecel Curing Compound at a rate of 600 center of the sheet or APP-TA concrete ftZ/ gal 160, APP 160-P Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report F8970.01.08-2-1132 for FL984-1132 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 55 of 73 QOTRINITYIERD TABLE 4C-2: LIGHTWEIGHT CONCRETE DECKS (OVER THERMAL BARRIER / VAPOR BARRIER)— NEW CONSTRUCTION OR REROOF (TEAR -OFF) - SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER Thermal Barrier Base Sheet Roof Cover (Note 14) System Deck Lightweight Concrete MDP Type Attach Type Fasteners Attach Base Ply Cap PlyNo. Note 1) Temp Roof Note 13) Psf) Note Min. 5/8- MB Base, SBS Base, Min. 1.8-inch Min. 22 inch Fasteners SBS Smooth or SBS Min. 300 psi, min. 2- Firestone Two Piece Fasteners 6-inch o.c. SBS-AA or ga., type B inch thick Celcore MF Optional) SBS-TA LWC-141 steel at SECUROCK per Note Premium Base in hot Cellular Concrete with SBS PolyTorch Base Impact Nails through through batten bars SBS-AA or ASTM 60.0 Gypsum- 2 at 1 per asphalt or SBS Smooth Trufast Products within 3-inch wide, max ft Celcore HS Rheology SBS-TA 6164 spanss Fiber Roof 1.6 ft' Torch or APP 160, Modifying Admixture Straight Line Batten torched side laps. only) o only) Board torch -applied Bars MB Base, Channel Min. 5/8- MB Base, SBS Base, Venting Base, SBS 7-inch o.c. at the min. Min. 22 inch Fasteners SBS Smooth or SBS Min. 300 psi, min. 2- Base, SBS-Base P, 5BS Firestone LWC Base 3-inch side lap and 7- ga., type B inch thick Celcore MF Optional) LWC-142 steel at SECUROCK per Note Premium Base in hot Cellular Concrete with PolyTorch, SBS Ply Fasteners, Trufast inch o.c. at two, SBS-AA SBS-AA, 60.0 Gypsum- 2 at 1 per asphalt or SBS Smooth PolyBase, SBS FM-90 or Trufast FM- equally spaced, SBS-TA max ft Fiber Roof 1.6 ft' Torch or APP 160, Celcore HS Rheology Premium Base, SBS 290 staggered rows in the SBS-TA' sspans Board torch -applied Modifying Admixture Smooth, SBS Torch center of the sheet Base Min. 5/8- MB Base, SBS Base, MB Base, Channel 7-inch o.c. at the min. Min. 22 Min. 300 psi, min. 2- ga., type B inch Fasteners SBS Smooth or SBS inch thick Celcore MF Venting Base, APP Firestone LWC Base 3-inch side lap and 7- LWC-143 steel at SECUROCK per Note Premium Base in hot Cellular Concrete with 160, APP 160-P, APP Ply Fasteners, Trufast inch o.c. at two, Optional) APP-TA 60.0 Gypsum- 2 at 1 per asphalt or SBS Smooth 80 Glass Base, APP FM-90 or Trufast FM- equally spaced, APP-TA max ft Fiber Roof 1.6 ft' Torch or APP 160, Celcore HS Rheology 80 Glass Base-P, APP 290 staggered rows in the spanss Board torch -applied Modifying Admixture Premium Base center of the sheet Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report F8970.01.08-2-1112 for FL984-R32 Certificate of Authorization N9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 56 of 73 1 TRINITY I ERD TABLE SA: CEIVIENTITIOUS WOOD FIBER DECKS -NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Coverboard Roof Cover (Note 14) MDP No. Note 1) Type Attach Type Attach Base Ply Cap Psf) Min. 0.5-inch ISOGARD HD, I.S.O. Optional) Min. 0.5-inch ISOGARD HD, Optional) SBS-AA, SBS- SBS-AA, SBS-TA CWF-1 Tedum GenFlex HD ISO or min. 1-inch ISO GenFlex HD ISO or min. 1-inch ISO I.S.O. Twin Pack BASEGARD SA 45.0` 95+ GL, GenFlex ISO Insulation Twin Pack 95+ GL, GenFlex ISO Insulation TA or APP-TA or APP-TA TABLE SB: CEMENTITIOUS WOOD FIBER DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) oa RECOVER SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet (Note A below) Insulation Roof Cover (Note 14) MDP Type Fasteners Attach Base Top Attach Base Ply CapNo. Note 1) Pso Firestone Polymer 12-Inch o.c. at the 4-inch Optional) Min. I Optional) One MB Base, Channel Fastener and laps and 18-inch o.c. at 1.5-inch ISO 95+ Min. 0.5-inch Hot BP -AA or or more BP -AA, SBS-AA, CWF-2 Tectum Venting Base Polymer Fastener two, equally spaced, GL, GenFlex ISO FiberTop asphalt SBS-AA SBS-AA, SBS-TA SBS-TA or 45.0` staggered rows in the APP-TA Insulation Plates center of the sheet Insulation or APP-TA MB Base, Channel 9-inch o.c. at the 2-inch Venting Base, SBS Min. 1.8-inch laps and 18-inch o.c. in Min. 1.5-inch ISO Optional) One SBS-AA, CWF-3 Tectum Base, SBS Base-P, SBS Firestone Two Piece two, equally spaced, 95+ GL, GenFlex Min. 0.5-inch I.S.O. Stick BP -AA or or more BP -AA, SBS-TA or 45.0' Premium Base, SBS Impact Nail staggered rows in the ISO Insulation FiberTop SBS-AA SBS-AA, SBS-TA APP-TA PolyBase, SBS Smooth center of the sheet or APP-TA MB Base, Channel 9-inch o.c. at the 2-inch Min. 0.25-inch Dens Optional) One Venting Base, SBS Min. 1.8-inch laps and 18-inch o.c. in Min. 1.5-inch ISO Deck, Dens Deck BP -AA, SBS- SBS-AA, CWF-4 Tectum Base, SBS Base-P, SBS Firestone Two Piece two, equally spaced, 95+ GL, GenFlex Prime or SECUROCK I.S.O. Stick AA, SBS-TA or more BP -AA, SBS-TA or 45.0` Premium Base, SBS Impact Nail staggered rows in the ISO Insulation Gypsum -Fiber Roof or APP-TA SBS-AA, SBS-TA APP-TA PolyBase, SBS Smooth center of the sheet Board or APP-TAorPP MB Base, Channel 12-inch o.c. at the 2-inch Min. 0.5-inch Optional) Min. 0. 5- I.S.O. FIX Venting Base, Venting Min. 1.8-Inch laps and 18-inch o.c. in ISOGARD HD, inch ISOGARD HD, II, I.S.O. Optional) SBS- SBS-AA, CWF- 5 Tectum Base Sheet, SBS Base, Firestone Two Piece two, equally spaced, GenFlex HD ISO or GenFlex HD ISO or Stick or BASEGARD AA, SBS-TA or SBS-TA or 45.0` SBS Base-P, SBS Impact Nail staggered rows in the min. 1-inch ISO min. 1-inch ISO 95+ I. S.O. SA APP- TA APP-TA PolyBase, SBS Smooth, center of the sheet 95+ GL, GenFlex GL, GenFlex ISO Twin Pack SBS Premium Base ISO Insulation Insulation Note A: Anchor sheet may be covered with optional temporary roof consisting of one or two plies BP -AA or SBS-AA, or one Base Ply of BP -AA or SBS-AA followed by one Cap Ply of SBS-AA, SBS-TA or APP-TA. Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report F8970 01 08-2-R12 for FL984-1132 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/29/2017 Prepared by: Robert Niemmen, PE-59166 Firestone building Products Company, LLC; (800) 443-4272 Appendix 1, Page 57 of 73 VrTRINITYIERD TABLE SC: CEMENTITIOUS WOOD FIBER DECKS- NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP Type Fasteners Attach (Note 19) Type Attach Base Ply CapNo. Note 1) psf) Min. 1.5-inch ISO Firestone Polymer Optional) One or more CWF-6 Tectum 95+ GL, GenFlex Fastener and Polymer 1 per 2 ftz Min. 0.5-inch Fiber Top Hot asphalt BP AA or BP -AA, SBS-AA, SBS-TA SBS-AA, SBS-TA or ISO Insulation Fastener Insulation Plates SBS AA or APP-TA APP-TA TABLE SD: CEMENTITIOUS WOOD FIBER DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C:' MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER Top Insulation Layer Roof Cover (Note 14) System Deck Base Insulation Layer MDP Attach (Note No. Note 1) Type Fasteners 19) Base Ply Cap psf) Optional) One or more Firestone Polymer Fastener and Optional) One or more CWF-7 Tectum layers, any combination, Min. 0.5-inch FiberTop Polymer Fastener Insulation 1 per 2 ftz BP -AA or BP -AA, SBS-AA, SBS-TA SBS-AA, SBS-TA or 45.0' loose laid Plates SBS AA or APP-TA APP-TA Min. 0.5-inch ISOGARD CWF-8 Tectum Optional) One or more layers, any combination, HD, GenFlex HD ISO or Firestone Polymer Fastener and Polymer Fastener Insulation 2 1 per 2.1 ft BASEGARD Optional) SBS-AA, SBS- SBS-AA, SBS-TA or 45.0' loose laid min. 1-inch ISO 95+ GL, Plates SA TA or APP-TA APP-TA GenFlex ISO Insulation TABLE SE: CEMENTITIOUS WOOD FIBER DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Insulation Layer(s) Base Sheet Roof Cover (Note 14) MDP No. Note 1) Type Attach Type Fasteners Attach Ply Cap psf) One or more MB Base, Firestone Polymer Fastener and 12-inch o.c. in the 4-inch side lap and Optional) One or more CWF-9 Tectum layers, any Prelim: Channel Polymer Fastener Insulation 18-inch o.c. in two staggered rows in BP -AA, SBS-AA, SBS-TA SBS-AASBS-TA or 45. 0' combination Attached Venting Base Plates the center of the sheet or APP-TA APP- TA Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970.0108-2-1112 for FL984-R12 Certificate of Authorization M9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (B00) 443-4272 Appendix 1, Page 58 of 73 V TRINITYIERD TABLE SF: CEMENTITOUS WOOD FIBER DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck _ Base Sheet Roof Cover (Note 14) MDP No. Note 1) Type Fasteners Attach Ply Cap Psf) MB Base, Channel Venting Base, Venting Min. 1.8-inch Firestone Two 9-inch o.c. in the 2-inch side lap and 12-inch CWF-10 Tectum Base Sheet, SBS Base, SBS Base-P, SBS Piece Impact Nail o.c. in two, equally spaced, staggered rows in SBS-CA SBS-CA 45.0' PolyBase, SBS Smooth, SBS Premium Base the center of the sheet Firestone Polymer Fastener 12-inch o.c. in the 4-inch side lap and 18-inch Optional) One or more CWF-11 Tectum MB Base, Channel Venting Base and Polymer Fastener o.c. in two, equally spaced, staggered rows in BP -AA, SBS-AA, SBS-TA SBS-AA, SBS-TA or 45.0• Insulation Plates the center of the sheet or APP-TA APP-TA MB Base, Channel Venting Base, Venting Min. 1.8-inch Firestone Two 9-inch o.c. in the 2-inch side lap and 12-inch CWF-12 Tectum Base Sheet, SBS Base, SBS Base-P, SBS o.c. in two, equally spaced, staggered rows in BP -AA, SBS-AA SBS-AA 45.0' PolyBase, SBS Smooth, SBS Premium Base Piece Impact Nail the center of the sheet MB Base, Channel Venting Base, Venting 9-inch o.c. in the 3-inch side lap and 12-inch Optional) One or more CWF-13 Tectum Base Sheet, SBS Base, SBS Base-P, SBS Min. 1.8-inch Firestone Two o.c. in two, equally spaced, staggered rows in BP -AA, SBS-AA, SBS-TA SBS-AA, SBS-TA or 67.5 PolyBase, SBS Smooth, SBS Premium Base Piece Impact Nail the center of the sheet or APP-TA APP-TA Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report F8970 01.08-2-1112 for FL984-1132 Certificate of Authorization #9503 F8C NON-HVHZ EVALUATION Revision 12 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (SDO) 443-4272 Appendix 1, Page 59 of 73 l TRINITY I ERD TABLE 64: GYPSUM DECKS- REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer I Roof Cover (Note 14) MDP No. Deck (Note 1 & 11) Type Attach Type Attach Base Ply Cap Psf) COLD -APPLIED BASE; FIRESTONE MULTI -PURPOSE MB COLD ADHESIVE: Existing poured gypsum Min. 1.5-inch I50 95+ GL, I.tick; OI.S.O. Optional) One or more layers base I . S. Stick; S.O. Optional) BP -CA, SBS- G-1 or gypsum plank GenFlex ISO Insulation I.S.O. Twin insulation I.S.O. Twin BP -CA CA SBS-CA or APP-CA 67.5 Pack; CR-20 Pack; CR-20 Existing poured gypsum Min. 1.5-inch ISO 95+ GL, 1.5.0. Stick; Optional) One or more layers base I.5.0. Stick; G 2 or gypsum plank GenFlex ISO Insulation I.5.0. Twin insulation I.S.O. Twin APP-CA None APP-CA 67.5 Pack; CR-20 Pack; CR-20 Existing poured gypsum Min. 1.5-inch ISO 95+ GL, S.O. StickI; Optional) One or more layers base I S.O. Stick; G-3 or gypsum plank GenFlex ISO Insulation I.S.O. Twin insulation I.S.O. Twin SBS-CA None SBS-CA 82.5 Pack; CR-20 Pack; CR-20 ASPHALTAND/OR TORCH APPLIED BASE: Existing poured gypsum or gypsum plank primed Min. 1.5-inch ISO 95+ GL, I.S.O. Twin Min. 0.25-inch Dens Deck Prime or I.S.O. Twin G-4 with WeatherTite GenFlex ISO Insulation Pack SECUROCK Gypsum Fiber Roof Board Pack SBS-TA Optional) SBS-TA SBS-TA 45.0 Universal Primer Existing poured gypsum Min. 1.5-inch ISO 95+ GL, I.S.O. Twin Min. 0.25-inch Dens Deck or I.S.O. Twin BP -AA or Optional) One or more G-5 or gypsum plank GenFlex ISO Insulation Pack SECUROCK Gypsum -Fiber Roof Board Pack SBS-AA BP -AA, SBS-AA or APP- SBS-AA or APP-TA 157.5 TA Existing poured gypsum Min. 1.5-inch ISO 95+ GL, Min. 0.25-inch Dens Deck Prime or G-6 or gypsum plank GenFlex ISO Insulation I.S.O.Stick SECUROCK Gypsum Fiber Roof Board I.S.O. Stick SBS-TA None SBS-TA 127.5 Existing poured gypsum Min. 1.5-inch ISO 95+ GL, Min. 0.25-inch Dens Deck or BP -AA or Optional) One or more G-7 or gypsum plank GenFlex ISO Insulation I.S.O. Stick SECUROCK Gypsum -Fiber Roof Board I.S.O. Stick SBS-AA BP -AA, SBS-AA or APP- SBS-AA or APP-TA 135.0 TA Existing poured gypsum Min. 1.5-inch ISO 95+ GL, Min. 0.25-inch Dens Deck Prime or G 8 or gypsum plank GenFlex ISO Insulation CR-20 SECUROCK Gypsum Fiber Roof Board CR-20 SBS-TA None SBS-TA 127.5 Existing poured gypsum Min. 1.5-inch ISO 95+ GL, Min. 0.25-inch Dens Deck or BP AA or Optional) One or more G 9 or gypsum plank GenFlex ISO Insulation CR-20 SECUROCK Gypsum -Fiber Roof Board CR-20 SBS-AA BP -AA, SBS-AA or APP- SBS-AA or APP-TA 225.0 TA Optional) One or more Existing poured gypsum Min. 1.5-inch, min. 1.25 Min. 0.25-inch Dens Deck or BP -AA or G-10 or gypsum plank pcf ASTM C578 EPS board CR-20 SECUROCK Gypsum -Fiber Roof Board CR-20 SBS AA BP -AA, SBS-AA or APP- SBS-AA or APP-TA 87.5 TA Existing poured gypsum Min. 1.5-inch, min. 1.5 Min. 0.25-inch Dens Deck or BP -AA or Optional) One or more G-11 or gypsum plank pcf ASTM C578 EPS board CR-20 SECUROCK Gypsum -Fiber Roof Board CR-20 SBS-AA BP -AA, SBS-AA or APP- SBS-AA or APP-TA 180.0 TA Optional) One or more Existing poured gypsum Min. 1.5-inch, min. 2.0 Min. 0.25-inch Dens Deck or BP -AA or G-12 or gypsum plank pcf ASTM C578 EPS board CR-20 SECUROCK Gypsum -Fiber Roof Board CR-20 SBS-AA BP -AA, SBS-AA or APP- SBS-AA or APP-TA 225.0 TA Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report F8970.01.08-2-1112 for FL984-R12 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 60 of 73 TRINITYJERD TABLE 6A: GYPSUM DECKS —REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER - System Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP No. Deck (Note 1'& 11) Type Attach Type Attach Base Ply Cap psf) SELF -ADHERING BASE: Existing poured gypsum Min. 1.5-inch ISO 95+ GL, I.S.O. Twin Tapered ISO 95+ GL, GenFlex ISO I.S.O. Twin BASEGARD Optional) SBS-AA, SBS- SBS-AA, SBS-TA or G-13 or gypsum plank GenFlex ISO Insulation Pack Insulation Pack SA TA or APP-TA APP-TA 112.5 Existing poured gypsum Min. 1.5-inch ISO 95+ GL, I.S.O. Twin Optional) One or more layers base I.S.O. Twin BASEGARD Optional) SBS-AA, SBS- SBS-AA, SBS-TA or G-14 or gypsum plank GenFlex ISO Insulation Pack insulation Pack SA TA or APP-TA APP-TA 157.5 Existing poured gypsum Min. 1.5-inch ISO 95+ GL, Tapered ISO 95+ GL, GenFlex ISO BASEGARD Optional) SBS-AA, SBS- SBS-AA, SBS-TA or G-15 or gypsum plank GenFlex ISO Insulation I.S.O. Stick Insulation I.S.O. Stick SA TA or APP-TA APP-TA 112.5 Existing poured gypsum Min. 1.5-inch ISO 95+ GL, Optional) One or more layers base BASEGARD Optional) SBS-AA, SBS- SBS-AA, SBS-TA or G-16 or gypsum plank GenFlex ISO Insulation I.S.O. Stick insulation I.S.O. Stick SA TA or APP-TA APP-TA 135.0 Existing poured gypsum Min. 1.5-inch ISO 95+ GL, Tapered ISO 95+ GL, GenFlex ISO BASEGARD Optional) SBS-AA, SBS- SBS-AA, SBS-TA or G-17 or gypsum plank GenFlex ISO Insulation CR-20 Insulation CR-20 SA TA or APP-TA APP-TA 112.5 G-18 Existing poured gypsum Min. 1.5-inch ISO 95+ GL, CR 20 Optional) One or more layers base CR-20 BASEGARD Optional) SBS-TA or SBS-TA or APP-TA 210.0 or gypsum plank GenFlex ISO Insulation insulation SA APP-TA G-19 Existing poured gypsum Min. 1.5-inch ISO 95+ GL, CR 20 Optional) One or more layers base CR-20 BASEGARD Optional) SBS-AA SBS-AA 247.5 or gypsum plank GenFlex ISO Insulation insulation SA Exterior Research and Design, LLC. d/b/a TrinityI ERD Evaluation Report F8970.01.08-2-1112 for FL984-R12 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 61 of 73 I TRINITY I ERD TABLE6B: GYPSUM DECKS —REROOF(TEAR-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Insulation Roof Cover (Note 14) MDP Type Fasteners Attach Base Top Attach Base Ply CapNo. Note 1) psf) 12-inch o.c. in the 4- Existing Firestone Polymer Optional) inch side lap and 18- Optional) One or poured MB Base, Channel Fastener and inch o.c. in twoequally , Min. 1.5-inch Hot BP -AA or more BP -AA, SBS- SBS- AA, G- 20 gypsum or Venting Base Polymer Fastener spaced, staggered rows ISO 95+ GL, Min. 0.5-inch FiberTop asphalt SBS-AA AA, SBS-TA or APP- SBS- TA or 45.0' gypsum Note A below) Insulation Plates in the center of the GenFlex ISO TA APP TA plank W/D > 114 Ibf) Insulation sheet MB Base, Channel Existing Venting Base, SBS 9-inch o.c. at the 2-inch poured Base, SBS Base-P, Firestone Two laps and 18-inch o.c. in Min. 1.5-inch Optional) One or SBS- AA, G- 21 gypsum or SBS Premium Piece Impact Nail two, equally spaced, ISO 95+ GL, Min. 0.5-inch FiberTop I. S.O. BP -AA or more BP -AA, SBS- SBS- TA or 45.0" gypsum Base, SBS W/ D > 105 Ibf) staggered rows in the GenFlex ISO Stick SBS-AA AA, SBS-TA or APP- APP- TA plank PolyBase, SBS center of the sheet Insulation TA Smooth ( Note A below) MB Base, Channel Existing Venting Base, SBS 9-inch o.c. at the 2-inch Min. 0.25-inch Dens poured BaseSBS Base-P , , Firestone Two laps and 18-inch o.c. in Min. 1. 5-inch Deck, Dens Deck Prime BP -AA, SBS- Optional) One or SBS-AA, G-22 gypsum or SBS Premium Piece Impact Nail two, equally spaced, ISO 95+ GL, or SECUROCK I.S. O. AA, SBS- TA more BP - AA, SBS- SBS-TA or 45.0` gypsum Base, SBS W/D > 105 Ibf) staggered rows in the GenFlex ISO Gypsum -Fiber Roof Stick or APP- TA AA, SBS- TA or APP- APP-TA plank PolyBase, SBS center of the sheet Insulation Board TA Smooth ( Note A below) Existing 9- inch o.c. in the 4-inch Optional) Min. 0.25-inch Dens poured Firestone Two side lap and 12-inch o.c. Min. 1.5-inch Deck or 0.25-inch Optional) One or SBS-AA, G-23 gypsum or MB Base, Channel Piece Impact Nail in two, equally spaced, ISO 95+ GL, SECUROCK Gypsum Hot BP - AA or more BP -AA, SBS- SBS-TA or 67.5 gypsum Venting Base W/0 > 119 Ibf) staggered rows in the GenFlex ISO Fiber Roof Board, min. asphalt SBS- AA AA, SBS-TA or APP- APP-TA plank center of the sheet Insulation 0.5-inch FiberTop TA Note A: Anchor sheet may be covered with optional temporary roof consisting of one or two plies BP -AA or SBS-AA, or one Base Ply of BP -AA or SBS-AA followed by one Cap Ply of SBS-AA, SBS-TA or APP-TA. Exterior Research and Design, I.I.C. d/b/a Trinity ERD Evaluation Report F8970.01.08-2-R12 for FL984-1112 Certificate of Authorization #9503 FBC NON-HVH2 EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 4434272 Appendix 1, Page 62 of 73 TRINITYJERD TABLE 6C: GYPSUM DECKS —REROOF (TEAR -OFF) SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) System Deck MDP Type Fasteners Attach Note 19) Type Attach Base Ply CapNo. Note 1) Psf) Firestone Polymer Existing poured Min. 1.5-inch ISO Fastener and Min. 0.25-inch Dens Deck or 0.25-inch Optional) One or more SBS-AA, G-24 gypsum or 95+ GL, GenFlex Polymer Fastener 1 per 2 ft2 SECUROCK Gypsum Fiber Roof Board, Hot asphalt BP -AA or SBS-AA BP -AA, SBS-AA, SBS-TA SBS-TA or 45.0' gypsum plank ISO Insulation Insulation Plates min. 0.5-inch FiberTop or APP-TA APP-TA W/D > 180 Ibf) TABLE 61): GYPSUM DECKS—REROOF (TEAR -OFF) ' SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER Top Insulation Layer Roof Cover (Note 14) System Deck Base Insulation Layer MDP Attach No. Note 1) Type Fasteners Note 19) Base Ply Cap Psf) Existing poured Firestone Polymer Fastener Optional) One or more G 25 gypsum Optional) One or more layers, Min . 0.5 inch FiberTop and Polymer Fastener 2 1 per 2 ft BP -AA or SBS- BP -AA, SBS-AA, SBS-TA SBS-AA, SBS-TA 45.0 * any combination, loose laid Insulation Plates (W/D > 180 AA or APP-TA plankgypsumplank Ibf) or APP-TA TABLE6E: GYPSUM DECKS —REROOF(TEAR-OFF) SYSTEM TYPE D: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Insulation Layer(s) Base Sheet Roof Cover (Note 14) MDP No. Note 1) Type Attach Type Fasteners Attach Ply Cap Psf) Existing poured One or more MB Base, Firestone Polymer Fastener and 12-inch o.c. in the 4-inch side lap and 18- Optional) One or more G-26 gypsum or layers, any Prelim. Channel Polymer Fastener Insulation inch o.c. in two staggered rows in the BP -AA, SBS-AA, SBS-TA SBS-AA, SBS-TA 45.0` gypsum plank combination Attached Venting Base Plates (W/D > 114 Ibf) center of the sheet or APP-TA or APP-TA Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report F8970.01.08-2-1112 for FL984-R12 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 63 of 73 TRINITYJERD TABLE 6F: GYPSUM DECKS—REROOF (TEAR -OFF)' SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover (Note 14) MDP No. Note 1) Type Fasteners Attach Ply Cap psf) Existing Firestone Polymer Fastener 12-inch o.c. in the 4-inch side lapand 18- Optional) One or more G-27 poured MB Base, Channel Venting Base and Polymer Fastener inch o.c. in two, equally spaced, staggered BP -AA, SBS-AA, SBS-TA SBS-AA , SBS-TA 45.0' gypsum or Insulation Plates (W/D > 114 rows in the center of the sheet or APP-TA or APP-TA gypsum plank Ibf) Existing MB Base, Channel Venting Base, Venting Base 9-inch o.c. In the 2-inch side lap and 18-inch G 28 poured Sheet, SBS Base, SBS Base-P, SBS PolyBase, Firestone Two Piece Impact D.C. in two, equally spaced, staggered rows BP -AA, SBS-AA or SBS- SBS-AA or SBS- 45.0' gypsum or SBS Smooth, SBS Premium Base Nail (W/D > 105 Ibf) in the center of the sheet CA CA gypsum plank Existing MB Base, Channel VentingBase, Venting Baseg 9-inch o.c. in the 4-inch side la and 12-inchp Optional) One or more G-29 poured Sheet, SBS Base, SBS Base-P, SBS PolyBase, Firestone Two Piece Impact o.c. in two, equally spaced, staggered rows BP -AA, SBS-AA, SBS-TA SBS-AA, SBS-TA 67.5 gypsum or SBS Smooth, SBS Premium Base Nail (W/D > 119 Ibf) in the center of the sheet or APP-TA or APP-TA gypsum plank 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 Firestone Building Products Company, LLC; (800) 443-4272 Evaluation Report F8970.01 08-2-1112 for FL984-R32 Revision 12: 03/28/2017 Appendix 1, Page 64 of 73 ra I TRINITY I ERD TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP Type Attach Type Attach Base Ply CapNo. Notes 1 & 11) Psf) COLD -APPLIED BASE; FIRESTONE MULTI -PURPOSE MB COLD ADHESIVE: Min. 1.5-inch I50 95+ GL, I.S.O. Twin I.S.O. Twin BP -CA, SBS- Optional) BP -CA, SBS- R-1 Existing asphalt BUR Pack, I.S.O. Optional) One or more layers base insulation Pack, I.S.O. SBS-CA 67.5 GenFlex 150 Insulation Stick or CR-20 Stick or CR-20 CA CA Min. 1.5-inch ISO 95+ GL, I.S.O. Twin I.S.O. Twin R-2 Existing asphalt BUR Pack, I.S.O. Optional) One or more layers base insulation Pack, I.S.O. APP-CA None APP-CA 67.5 GenFlex ISO Insulation Stick or CR-20 Stick or CR-20 Optional) One or more I.S.O. Twin Pack I.S.O. Twin layers of min. 1.5-inch BP -CA or Optional) BP -CA, SBS- R-3 Existing asphalt BUR or I.S.O. Stick Min. 0.5-inch ISOGARD HD, GenFlex HD ISO Pack or I.S.O. SBS-CA 67.5 ISO 95+ GL, GenFlex I50 Adhesive Stick Adhesive SBS-CA CA Insulation Optional) One or more I.S.O. Twin Pack I.S.O. Twin R-4 Existing asphalt BUR layers of n. 1.5-inchmin. mi or I.S.O. Stick Min. 0.5-inch ISOGARD HD, GenFlex HD ISO Pack or I.S.O. APP-CA None APP-CA 67.5 ISO 95+ GenFlex ISO Adhesive Stick Adhesive Insulation I.S.O. Twin I.S.O. Twin R-5 Existing asphalt BUR Min. 1.5-inch 150 95+ GL, Pack, I.S.O. Optional) One or more layers base insulation Pack, I.S.O. SBS-CA None SBS-CA 82.5 GenFlex ISO Insulation Stick or CR-20 Stick or CR-20 Optional) Additional layers of base insulation R-6 Existing asphalt BUR Min. 1-inch ISO 95+ GL, I.S.O. Spray S, and/or min. 0.5-inch Tapered ISO 95+ GL, I.S.O. Spray S, APP-CA None APP-CA 67.5 GenFlex ISO Insulation 5-inch o.c. 6-inch o.c. GenFlex ISO Insulation Optional) Additional layers of base insulation R-7 Existing asphalt BUR Min. ISO gat GL, I.S.O. Spray 5, and/or min. 0.5-inch Tapered ISO 95+ GL, Spray S, or Optional) BP -CA, SBS- SBS-CA 82.5 GenFlex ISO InsulationGenFlex15 6-inch o.c. GenFlex ISO Insulation 6-inc6-inch o.c. SBS-CBP-CA SBS-CA CA Min. 1-inch RESISTA, Optional) Additional layers of base insulation R-8 Existing asphalt BUR GenFlex Coated Glass I.S.O. Spray S, and/or min. 0.5-inch Tapered RESISTA, GenFlex Spray S, APP-CA None APP-CA 52.5 Facer 6-inch o.c. Coated Glass Facer 6-inc6-inch o.c. Min. 1-inch RESISTA, Optional) Additional layers of base insulation R-9 Existing asphalt BUR GenFlex Coated Glass I.S.O. Spray S, and/or min. 0.5-inch Tapered RESISTA, GenFlex I.S.O. Spray 5, BP -CA or Optional) BP -CA, SBS- SBS-CA 52.5 Facer 6-inch o.c. Coated Glass Facer 5-inch o.c. SBS-CA CA Additional layers of base insulation or min. 0.5- Min. 1-inch ISO 95+ GL, inch Tapered ISO 95+ GL, GenFlex ISO Insulation R-10 Existing asphalt BUR GenFlex ISO Insulation or I.S.O. Spray S, or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray S, APP-CA None APP-CA 67.5 RESISTA, GenFlex Coated 6-inch o.c. Facer; Min. 0.5-inch ISOGARD HD, GenFlex HD 6-inch o.c. Glass Facer ISO Exterior Research and Design, I.I.C. d/b/a Trinity ERD Evaluation Report F8970.01.08-2-R12 for FL984-R32 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 65 of 73 V TRINITY ERD TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP No. Notes 1 & 11) Type Attach Type Attach Base Ply Cap psf) Additional layers of base insulation or min. 0.5- Min. 1-inch ISO 95+ GL, inch Tapered 150 95+ GL, GenFlex ISO Insulation R-11 Existing asphalt BUR GenFlex ISO Insulation or I.S.O. Spray S, or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray S, BP -CA or Optional) BP -CA, SBS- SBS-CA 67.5 RESISTA, GenFlex Coated 6-inch o.c. 6-inch o.c. SBS-CA CA Facer; Min. 0.5-inch ISOGARD HD, GenFlex HD Glass Facer ISO Additional layers of base insulation or min. 0.5- Min. 1-inch ISO 95+ GL, inch Tapered ISO 95+ GL, GenFlex ISO Insulation R-12 Existing asphalt BUR GenFlex I50 Insulation or I.S.O. Spray S, or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray S, APP-CA None APP-CA 37.5 RESISTA, GenFlex Coated 6-inch o.c. Facer; Min. 0.25-inch Dens Deck Prime or 6-inch o.c. Glass Facer SECUROCK Gypsum Fiber Roof Board Additional layers of base insulation or min. 0.5- Min. 1-inch ISO 95+ GL, GenFlex ISO Insulation or I.S.O. Spray S, inch Tapered ISO 95+ GL, GenFlex ISO Insulation I.S.O. Spray S, BP -CA or Optional) BP -CA, SBS- R-13 Existing asphalt BUR RESISTA, GenFlex Coated 6-inch o.c. or Tapered RESISTA, GenFlex Coated Glass 6-inch o.c. SBS-CA CA SBS-CA 37.5 Facer; Min. 0.25-inch Dens Deck Prime or Glass Facer SECUROCK Gypsum Fiber Roof Board Existing granule I.S.O. FIX II; Optional) Additional layers of base insulation I.S.O. FIX II; R-14 surface modified Min. 1-inch ISO 95+ GL, I.S.O. Spray S; and/or min. 0.5-inch Tapered ISO 95+ GL, I.S.O. Spray S; APP-CA None APP-CA 67.5 bitumen GenFlex ISO Insulation I.S.O. Twin Pack GenFlex ISO Insulation I.S.O. Twin Pack Existing granule I.S.O. FIX II; Optional) Additional layers of base insulation I.S.O. FIX 11; R-15 surface modified Min. 1-inch ISO 95+ GL, I.S.O. Spray S; and/or min. 0.5-inch Tapered I50 95+ GL, I.S.O. Spray S; BP -CA or Optional) BP -CA, SBS- SBS-CA 82.5 GenFlex ISO Insulation I.S.O. Twin SBS-CA CA bitumen I.S.O. Twin Pack GenFlex ISO Insulation Pack Existing granule Min. 1-inch RESISTA, I.S.O. FIX II; Optional) Additional layers of base insulation I.S.O. FIX II; R-16 surface modified GenFlex Coated Glass I.S.O. Spray S; and/or min. 0.5-inch Tapered RESISTA, GenFlex I. S.O. Spray S; APP-CA None APP-CA 52.5 bitumen Facer I.S.O. Twin Pack Coated Glass Facer I.5.0. Twin Pack Existing granule Min. 1-inch RESISTA, I.S.O. FIX 11; Optional) Additional layers of base insulation I.S.O. FIX II; R-17 surface modified GenFlex Coated Glass I.S.O. Spray 5; and/or min. 0.5-inch Tapered RESISTA, GenFlex I. S.O. Spray S; BP -CA or Optional) BP -CA, SBS- SBS-CA 52.5 bitumen Facer I.S.O. Twin Pack Coated Glass Facer I.S.O. Twin SBS-CA CA Pack Additional layers of base insulation or min. 0.5- Existing granule Min. 1-inch 150 95+ GL, I.S.O. FIX II; inch Tapered ISO 95+ GL, GenFlex ISO Insulation I.S.O. FIX II; R-18 surface modified GenFlex ISO Insulation or I.S.O. Spray S; or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray S; APP-CA None APP-CA 67.5 RESISTA, GenFlex Coated' I.S.O. Twin bitumen Glass Facer I.S.O. Twin Pack Facer; Min. 0.5-inch ISOGARD HD, GenFlex HD Pack ISO Exterior Research and Design, I.I.C. d/b/a Trinity ERD Evaluation Report F8970.01.08-2-R12 for FL984-1132 Certificate of Authorization N9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 66 of 73 r• TRINITYJERD TABLE 7A: RECOVER APPLICATIONS y SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP No. Notes 1 & 11) Type Attach Type Attach Base Ply Cap psf) Additional layers of base insulation or min. 0.5- Existing granule Min. 1-inch ISO 95+ GL, I.S.O. FIX II; inch Tapered ISO 95+ GL, GenFlex ISO Insulation I.S.O. FIX II; R-19 surface modified GenFlex ISO Insulation or I.S.O. Spray S; or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray S; BP -CA or Optional) BP -CA , SBS- SBS-CA 67.5 bitumen RESISTA, GenFlex Coated I.S.O. Twin Pack Facer; Min. 0.5-inch ISOGARD HD, GenFlex HD I.S.O. Twin SBS-CA CA Glass Facer ISO Pack Additional layers of base insulation or min. 0.5- Existing granule Min. 1-inch ISO 95+ GL, I.S.O. FIX 11; inch Tapered ISO 95+ GL, GenFlex ISO Insulation I.S.O. FIX 11; R-20 surface modified GenFlex ISO Insulation or I.S.O. Spray S; or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray S; APP-CA None APP-CA 37.5 RESISTA, GenFlex Coated I.S.O. Twin bitumen I.S.O. Twin Pack Facer; Min. 0.25-inch Dens Deck Prime or Glass Facer SECUROCK Gypsum Fiber Roof Board Pack Additional layers of base insulation or min. 0.5- Existing granule Min. 1-inch ISO 95+ GL, I.S.O. FIX 11; inch Tapered ISO 95+ GL, GenFlex ISO Insulation I.S.O. FIX II; R-21 surface modified GenFlex ISO Insulation or I.S.O. Spray S; or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray S; BP -CA or Optional) BP -CA, SBS- SBS-CA 37.5 bitumen RESISTA, GenFlex Coated I.S.O. Twin Pack Facer; Min. 0.25-inch Dens Deck Prime or I.S.O. Twin SBS-CA CA Glass Facer SECUROCK Gypsum Fiber Roof Board Pack COLD -APPLIED BASE; FIRESTONE LIQUIGARD MEMBRANE ADHESIVE: Min. 1-inch ISO 95+ GL, Optional)' Additional layers of base insulation GenFlex ISO Insulation or I.S.O. Spray S, and/or min. 0.5-inch Tapered ISO 95+ GL, I.S.O. Spray S, BP-CA2 or Optional) BP-CA2 or R-22 Existing asphalt BUR RESISTA, GenFlex Coated 6-inch o.c. GenFlex ISO Insulation or Tapered RESISTA, 5-inch o.c. SBS-CA2 SBS-CA2 SBS-CA2 255.0 Glass Facer GenFlex Coated Glass Facer Additional layers of base insulation or min. 0.5- Min. 1-inch ISO 95+ GL, inch Tapered ISO 95+ GL, GenFlex ISO Insulation GenFlex ISO Insulation or I.S.O. Spray 5, or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray S, BP-CA2 or Optional) BP-CA2 or R-23 Existing asphalt BUR RESISTA, GenFlex Coated 5-inch o.c. Facer; Min. 0.5-inch ISOGARD HD, GenFlex HD 5-inch o.c. SBS-CA2 SBS-CA2 SBS-CA2 255.0 Glass Facer ISO or Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum Fiber Roof Board Existing granule Min. 1-inch ISO 95+ GL, Optional) Additional layers of base insulation- GenFlex ISO Insulation or and/or min. 0.5-inch Tapered ISO 95+ GL, BP-CA2 or Optional) BP-CA2 or R-24 surface modified RESISTA, GenFlex Coated I.S.O. FIX II GenFlex ISO Insulation or Tapered RESISTA, _ I.S.O. FIX II SBS-CA2 SBS-CA2 SBS-CA2 195.0 bitumen Glass Facer GenFlex Coated Glass Facer Additional layers of base insulation or min. 0.5- Min. 1-inch ISO 95+ GL, inch Tapered ISO 95+ GL, GenFlex ISO Insulation Existing granule GenFlex ISO Insulation or or Ta PTapered RESISTA, GenFlex Coated Glass BP-CA2 or Optional) BP-CA2 or R-25 surface modified RESISTA, GenFlex Coated I.S.O. FIX II Facer; Min. 0.5-inch ISOGARD HD, GenFlex HD I.S.O.FIX II SBS-CA2 SBS-CA2 SBS-CA2 195.0 bitumen Glass Facer ISO or Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum Fiber Roof Board Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report F8970.01.08-2-R12 for FL984-1112 Certificate of Authorization 69503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 67 of 73 rTRINITYIERD TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP No. Notes 1 & 11) Type Attach Type Attach Base Ply Cap Psf) Min. 1-inch ISO 95+ GL, Optional) Additional layers of base insulation Existing granule GenFlex ISO Insulation or I.S.O. Spray S; and/or min. 0.5-inch Tapered ISO 95+ GL, I.S.O. Spray S; BP-CA2 or Optional) BP-CA2 or R-26 surface modified RESISTA, GenFlex Coated I.S.O. Twin Pack GenFlex ISO Insulation or Tapered RESISTA, I.S.O. Twin SBS-CA2 SBS-CA2 SBS-CA2 202.5 bitumen Pack Glass Facer GenFlex Coated Glass Facer Additional layers of base insulation or min. 0.5- Min. 1-inch ISO 95+ GL, inch Tapered ISO 95+ GL, GenFlex ISO Insulation Existing granule GenFlex ISO Insulation or I.S.O. Spray S; or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray S; BP-CA2 or Optional) BP-CA2 or R-27 surface modified RESISTA, GenFlex Coated I.S.O. Twin Pack Facer; Min. 0.5-inch ISOGARD HD, GenFlex HD Twin SBS-CA2 SBS-CA2 SBS-CA2 205.5 bitumen Glass Facer ISO or Min. 0.25-inch Dens Deck Prime or Pack Pack SECUROCK Gypsum Fiber Roof Board ASPHALT AND/OR TORCH APPUED BASE: Min. 1.5-inch ISO 95+ GL, GenFlex R-28 Existing asphalt BUR Hot Asphalt Min. 0.5-inch FiberTop Hot Asphalt BP -AA None APP-TA 97.5 ISO Insulation Optional) One or more R-29 Existing asphalt BUR Min. 1.5-inch ISO 95+ GL, Hot Asphalt Min. 0.5-inch Fiber Top Hot Asphalt BP -AA or AA, SBS-AA or APP- SBS-AA or 120.0AGenFlexISOInsulationSBSAATPAPP-TA Min. 1.5-inch ISO 95+ GL, Min. inch Dens Deck or SECUROCK BP -AA or Optional) One or more SBS-AA or R-30 Existing asphalt BUR GenFlex ISO Insulation Hot Asphalt iber Roof BoardGypsum -Fiber Hot Asphalt SBS AASBS- BP -AA SBS-AA or APP- APP-TA 225.0 TA Min. 1.5-inch ISO 95+ GL, BP -AA or Optional) One or more SBS-AA or R-31 Existing asphalt BUR GenFlex ISO Insulation Hot Asphalt Min. 0.5-inch Fiber Top Hot Asphalt SBS AA AA, SBS-AA or APP- APP-TA 422.5ATP Min. 1.5-inch ISO 95+ GL, Min. 0.5-inch Structodek High Density BP -AA or Optional) One or more SBS-AA or R-32 Existing asphalt BUR GenFlex ISO Insulation Hot Asphalt Fiberboard Hot Asphalt SBS AA SBS-AA or APP- APP-TA 520.0ATP-AA, Min. 1.5-inch ISO 95+ GL, Min. 0.25-inch Dens Deck or SECUROCK I.S.O. Twin BP -AA or One or more. SBS-AA or R-33 Existing asphalt BUR GenFlex ISO Insulation I.S.O. Twin Pack Gypsum -Fiber Roof Board Pack SBS-AA BAP -AA, SBS-AA or APP- APP-TA 157.5 R-34 Existing asphalt BUR Min. 1.5-inch ISO 95+ GL, I.S.O. Stick Min. 0.25-inch Dens Deck Prime or SECUROCK I.S.O. Stick SBS-TA None SBS-TA 120.0 GenFlex ISO Insulation Gypsum Fiber Roof Board Min. 1.5-inch ISO 95+ GL, Min. 0.25-inch Dens Deck or SECUROCK BP -AA or Optional) One or more SBS-AA or R-35 Existing asphalt BUR GenFlex ISO Insulation I.S.O. Stick Gypsum -Fiber Roof Board I.S.O. Stick SBS AA BAP AA, SBS-AA or APP- APP TA 120.0 Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. 0.5- GenFlex ISO Insulation or I.S.O. Spray S, inch Tapered ISO 95+ GL, GenFlex ISO Insulation I.S.O. Spray S, BP -AA or R-36 Existing asphalt BUR RESISTA, GenFlex Coated 6-inch o.c. or Tapered RESISTA, GenFlex Coated Glass 5-inch o.c. SBS-AA Optional) APP-TA APP-TA 97.5 Glass Facer Facer; Min. 0.5-inch FiberTop C, E or S Exterior Research and Design, LLC. d/b/a Trinityl ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 FBC NON-HVHZ EVALUATION Firestone Building Products Company, LLC; (800) 443-4272 Evaluation Report F8970.01.08-2-R12 for FL984-R12 Revision 12: 03/28/2017 Appendix 1, Page 68 of 73 ra t. ' 0 QOTRINITYIERD TABLE 7A: RECOVER APPLICATIONS — • I - SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP Type Attach Type Attach Base Ply CapNo. Notes 1 & 11) psf) Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. 0.5- GenFlex ISO Insulation or I.S.O. Spray 5, inch Tapered ISO 95+ GL, GenFlex ISO Insulation I.S.O. Spray S, BP -AA or Optional) One or more R-37 Existing asphalt BUR RESISTA, GenFlex Coated 6-inch o.c. or Tapered RESISTA, GenFlex Coated Glass 6-inch o.c. SBS-AA BP -AA, SBS-AA SBS-AA 120.0 Glass Facer Facer; Min. 0.5-inch FiberTop C, E or S Additional layers of base insulation or min. 0.5- Min. ISO gOGL, inch Tapered ISO 95+ GL, GenFlex ISO Insulation R-38 Existing asphalt BUR InsulationGenFlexSion orexIS I.S.O. Spray S, or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray S, SBS-TA Optional) SBS-TA SBS-TA 127.5 RESISTA, GenFlex Coated 6-inch o.c. Facer; Min. 0.25-inch Dens Deck Prime or 6-inch o.c. Glass Facer SECUROCK Gypsum Fiber Roof Board Additional layers of base insulation or min. 0.5- Min. 1-inch ISO 95+ GL, inch Tapered ISO 95+ GL, GenFlex ISO Insulation R-39 Existing asphalt BUR GenFlex ISO Insulation or I.S.O. Spray S, or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray 5, BP -AA or Optional) One or more SBS-AA 157.5 RESISTA, GenFlex Coated 6-inch o.c. Facer; Min. 0.25-inch Dens Deck Prime or 6-inch o.c. SBS-AA BP -AA, SBS-AA Glass Facer SECUROCK Gypsum Fiber Roof Board Additional layers of base insulation or min. 0.5- Min. 1-inch 150 95+ GL, inch Tapered ISO 95+ GL, GenFlex ISO Insulation R-40 Existing asphalt BUR GenFlex ISO Insulation or I.S.O. Spray S, or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray S, APP-TA Optional) APP-TA APP-TA 232.5 . RESISTA, GenFlex Coated 6-inch o.c. Facer; Min. 0.25-inch Dens Deck Prime or 6-inch o.c. Glass Facer SECUROCK Gypsum Fiber Roof Board Additional layers of base insulation or min. 0.5- Min. inch ISO 95+ GL, inch Tapered ISO 95+ GL, GenFlex ISO Insulation R-41 Existing asphalt BUR GenFlleex I50 Insulation or I.S.O. Spray S, or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray 5, BP -AA or Optional) APP-TA APP-TA 240.0 RESISTA, GenFlex Coated 6-inch o.c. Facer; Min. 0.25-inch Dens Deck Prime or 6-inch o.c. SBS-AA Glass Facer SECUROCK Gypsum Fiber Roof Board Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. 0.5- Existing granule GenFlex ISO Insulation or inch Tapered ISO 95+ GL, GenFlex ISO Insulation BP -AA or R.42 surface modified RESISTA, GenFlex Coated I.S.O. Spray S or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray S SBS AA Optional) APP-TA APP-TA 97.5 bitumen Glass Facer Facer; Min. 0.5-inch FiberTop C, E or S Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. 0.5- Existing granule GenFlex ISO Insulation or inch Tapered ISO 95+ GL, GenFlex ISO Insulation BP-AA or Optional) One or more R-43 surface modified RESISTA, GenFlex Coated I.5.0. Spray S or Tapered RESISTA, GenFlex Coated Glass I.5.0. Spray S' SBS-AA BP -AA, SBS-AA SBS-AA 120.0 bitumen Glass Facer Facer; Min. 0.5-inch FiberTop C, E or S Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. 0.5- I.S.O. FIX II; Existing granule GenFlex ISO Insulation or I.S.O. FIX II; inch Tapered ISO 95+ GL, GenFlex ISO Insulation I.S.O. Spray S; R-44 surface modified RESISTA, GenFlex Coated I.S.O. Spray S; or Tapered RESISTA, GenFlex Coated Glass Twin SBS-TA Optional) SBS-TA SBS-TA 127.5 bitumen Glass Facer I.S.O. Twin Pack Facer; Min. 0.25-inch Dens Deck Prime or PackPack SECUROCK Gypsum Fiber Roof Board Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report F8970.01.08-2-1112 for FL984-R12 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 69 of 73 TRINITYJERD TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP Type Attach Type Attach Base Ply CapNo. Notes 1 & 11) psf) Additional layers of base insulation or min. 0.5- Existing granule Min. 1-inch ISO 95+ GL, I.S.O. FIX II; inch Tapered ISO 95+ GL, GenFlex ISO Insulation I.S.O. FIX II; R-45 surface modified GenFlex ISO Insulation or I.S.O. Spray S; or Tapered RESISTA, GenFlex Coated Glass I.S.O. Sprayy S; BP -AA or Optional) One or more SBS-AA 157.5 bitumen RESISTA, GenFlex Coated I.S.O. Twin Pack Facer; Min. 0.25-inch Dens Deck Prime or I.S.O. Twin SBS-AA BP -AA, SBS-AA Glass Facer SECUROCK Gypsum Fiber Roof Board Pack Additional layers of base insulation or min. 0.5- Existing granule Min. 1-inch ISO 95+ GL, inch Tapered ISO 95+ GL, GenFlex ISO Insulation BP -AA, SBS- R-46 surface modified GenFlex ISO Insulation or I.S.O. FIX II or Tapered RESISTA, GenFlex Coated Glass I.S.O. FIX II AA or APP- Optional) APP-TA APP-TA 195.0 bitumen RESISTA, GenFlex Coated Facer; Min. 0.25-inch Dens Deck Prime or TA Glass Facer SECUROCK Gypsum Fiber Roof Board Additional layers of base insulation or min. 0.5- Min. 1-inch I50 95+ GL, Existing granule GenFlex ISO Insulation or I.S.O. Spray S; inch Tapered ISO 95+ GL, GenFlex ISO Insulation I.S.O. Spray S; BP -AA, SBS- R-47 surface modified RESISTA, GenFlex Coated I.S.O. Twin Pack or Tapered RESISTA, GenFlex Coated Glass I.S.O. Twin AA or APP- Optional) APP-TA APP-TA 202.5 bitumen Facer; Min. 0.25-inch Dens Deck Prime or Pack TA Glass Facer SECUROCK Gypsum Fiber Roof Board Min. 1.5-inch, min. 1.25 Min. Dens Deck or SECUROCK BP -AA or Optional) One or more SBS-AA or R-48 Existing asphalt BUR pcf ASTM C578 EPS CR-20 um -FinchGypsum -Fiber Roof Board CR-20 SBS AA BP -AA, SBS-AA or APP- APP-TA 87.5 board TA Min. 1.5-inch ISO 95+ GL, Min. 0.25-inch Dens Deck Prime or SECUROCK R-49 Existing asphalt BUR GenFlex ISO Insulation CR 20 Gypsum Fiber Roof Board CR-20 SBS-TA None SBS-TA 127.5 Min. 1.5-inch, min. 1.5 Min. 0.25-inch Dens Deck or SECUROCK BP -AA or Optional) One or more SBS-AA or R-50 Existing asphalt BUR pcf ASTM C578 EPS CR-20 Gypsum -Fiber Roof Board CR-20 SBS AA BP -AA, SBS-AA or APP- APP-TA 180.0 board TA Min. 1.5-inch ISO 95+ GL, Min. 0.25-inch Dens Deck or SECUROCK BP -AA or Optional) One or more SBS-AA or R-51 Existing asphalt BUR GenFlex ISO Insulation CR-20 Gypsum -Fiber Roof Board CR-20 SBS-AA BAP AA, 5B5-AA or APP- APP TA 225.0 Min. 1.5-inch, min. 2.0 Min. 0.25-inch Dens Deck or SECUROCK BP -AA or Optional) One or more SBS-AA or R-52 Existing asphalt BUR pcf ASTM C578 EPS CR-20 Gypsum -Fiber Roof Board CR-20 SBS AA BP -AA, SBS-AA or APP- APP-TA 225.0 board TA SELF -ADHERING BASE: Min. 1.5-inch ISO 95+ GL, BASEGARD Optional) SBA -AA, SBS- SBS-AA, R-53 Existing asphalt BUR GenFlex ISO Insulation I.S.O. FIX II Tapered ISO 95+ GL, GenFlex ISO Insulation I.S.O. FIX II SA TA or APP-TA 5B5-TA or 45.0 APP-TA Existing granule Optional) Additional layers of base insulation SBS-AA, R-54 surface modified Min. 1-inch ISO 95+ GL, I.S.O. FIX II and/or min. 0.5-inch Tapered ISO 95+ GL, I.S.O. FIX II BASEGARD Optional) SBA -AA, SBS- SBS-TA or 195.0 bitumen GenFlex I50 Insulation GenFlex ISO Insulation SA TA or APP-TA APP-TA Exterior Research and Design, I.I.C. d/b/a Trinityl ERD Evaluation Report F8970.01.08-2-1112 for FL984-1112 Certificate of Authorization N9503 FBC NON-HVHZ EVALUATION Revision 12 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 70 of 73 Crp TRINITYJERD TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP Type Attach Type Attach Base Ply CapNo. Notes 1 & 11) Psf) Existing granule Min. 1-inch RESISTA, Optional) Additional layers of base insulation R-55 surface modified GenFlex Coated Glass I.S.O. FIX II and/or min. 0.5-inch Tapered RESISTA, GenFlex I.S.O. FIX II BASEGARD Optional) SBA -AA SBS-AA 187.5 bitumen Facer Coated Glass Facer SA Existing granule Min. 1-inch RESISTA, Optional) Additional layers of base insulation R-56 surface modified GenFlex Coated Glass I.S.O. FIX II and/or min. 0.5-inch Tapered RESISTA, GenFlex I.S.O. FIX II BASEGARD Optional) SBS-TA or SBS-TA or 195.0 bitumen Facer Coated Glass Facer SA APP-TA APP-TA Additional layers of base insulation or min. 0.5- Min. 1-inch ISO 95+ GL, Existing granule inch Tapered ISO 95+ GL, GenFlex ISO Insulation R-57 surface modified GenFlex ISO Insulation or I.S.O. FIX II or Tapered RESISTA, GenFlex Coated Glass I.S.O. FIX II BASEGARD Optional) SBA -AA SBS-AA 187.5 bitumen RESISTA, GenFlex Coated Facer; Min. 0.5-inch ISOGARD HD, GenFlex HD SA Glass Facer ISO Additional layers of base insulation or min. 0.5- Min. 1-inch I5O 95+ GL, Existing granule GenFlex ISO Insulation or inch Tapered ISO 95+ GL, GenFlex ISO Insulation BASEGARD Optional) SBS-TA or SBS-TA or R-58 surface modified I.S.O. FIX II or Tapered RESISTA, GenFlex Coated Glass I.S.O. FIX II 195.0 bitumen RESISTA, GenFlex Coated Facer; Min. 0.5-inch ISOGARD HD, GenFlex HD SA APP-TA APP-TA Glass Facer ISO Additional layers of base insulation or min. 0.5- Existing granule Min. 1-inch I5O 95+ GL, inch Tapered I5O 95+ GL, GenFlex ISO Insulation SBS-AA, R-59 surface modified GenFlex ISO Insulation or I.S.O. FIX II or Tapered RESISTA, GenFlex Coated Glass I.S.O. FIX II BASEGARD Optional) SBA -AA, SBS- SBS-TA or 82.5 bitumen RESISTA, GenFlex Coated Facer; Min. 0.25-inch Dens Deck Prime or SA TA or APP-TA APP-TA Glass Facer SECUROCK Gypsum Fiber Roof Board Min. 1.5-inch ISO 95+ GL, I.S.O. Twin BASEGARD Optional) SBA -AA, SBS- SBS-AA, R-60 Existing asphalt BUR I.S.O. Twin Pack Optional) One or more layers base insulation SBS-TA or 157.5 GenFlex ISO Insulation Pack SA TA or APP-TA APP-TA Existing granule Optional) Additional layers of base insulation SBS-AA, R-61 surface modified Min. 1-inch ISO 95+ GL, I.S.O. Twin Pack and/or min. 0.5-inch Tapered ISO 95+GL, I.S.O. Twin BASEGARD Optional) SBA -AA, SBS- SBS-TA or 202.5 GenFlex ISO Insulation Pack SA TA or APP-TA bitumen GenFlex ISO Insulation APP TA Existing granule Min. 1-inch RESISTA, Optional) Additional layers of base insulation R-62 surface modified GenFlex Coated Glass I.S.O. Twin Pack and/or min. 0.5-inch Tapered RESISTA, GenFlex I.S.O. Twin BASEGARD Optional) SBA -AA SBS-AA 187.5 bitumen Facer Coated Glass Facer Pack SA Existing granule Min. 1-inch RESISTA, Optional) Additional layers of base insulation R-63 surface modified GenFlex Coated Glass I.S.O. Twin Pack and/or min. 0.5-inch Tapered RESISTA, GenFlex I.S.O. Twin BASEGARD Optional) SBS-TA or SBS-TA or 202.5 bitumen Facer Coated Glass Facer Pack SA APP-TA APP-TA Optional) One or more layers, min. 1.5-inch ISO Twin BASEGARD Optional) SBA -AA, SBS- SBS-AA, R-64 Existing asphalt BUR I.S.O.. S.O. S.O. Twin Pack Min. 0.5-inch ISOGARD HD, GenFlex HD ISO SBS-TA or 157.5 95+GL, GenFlex ISO Pack SA TA or APP-TA Insulation APP-TA Exterior Research and Design, I.I.C. d/b/a Trinityl ERD Evaluation Report F8970.01.08-2-1132 for FL984-R32 Certificate of Authorization #9503 F8C NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 71 of 73 i QOTRINITY1,ERD 1 TABLE 7A: RECOVER APPLICATIONS _( 4 F SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF, COVER t System Substrate Base Insulation_ Layer Top Insulation Layer ! Roof Cover (Note 14) I MDP Type Attach Type Attach Base Ply CapNo. Notes 1 & 11) Psf) Additional layers of base insulation or min. 0.5- Existing granule Min. 1-inch ISO 95+ GL, inch Tapered ISO 95+ GL, GenFlex ISO Insulation R-65 surface modified GenFlex ISO Insulation I.S.O. Twin Pack or Tapered RESISTA, GenFlex Coated GlassP I.S.O. Twin BASEGARD Optional) SBA -AA SBS-AA 187.5 RESISTA, GenFlex Coatedd Pack SA bitumen Facer; Min. 0.5-inch ISOGARD HD, GenFlex HD Glass Facer ISO Additional layers of base insulation or min. 0.5- Existing granule Min. 1-inch ISO 95+ GL, inch Tapered ISO 95+ GL, GenFlex ISO Insulation R-66 surface modified GenFlex I50 Insulation or I.S.O. Twin Pack or Tapered RESISTA, GenFlex Coated Glass I.S.O. Twin BASEGARD Optional) SBS-TA or SBS-TA or 202.5 bitumen RESISTA, GenFlex Coated Facer; Min. 0.5-inch ISOGARD HD, GenFlex HD Pack SA APP-TA APP-TA Glass Facer ISO Additional layers of base insulation or min. 0.5- Existing granule Min. 1-inch ISO 95+ GL, inch Tapered ISO 95+ GL, GenFlex ISO Insulation SBS-AA, GenFlex ISO Insulation or I.S.O. Twin BASEGARD Optional) SBA -AA, SBS- R-67 surface modified I.S.O. Twin Pack or Tapered RESISTA, GenFlex Coated Glass SBS-TA or 82.5 RESISTA, GenFlex Coated Pack SA TA or APP-TA bitumen Facer; Min. 0.25-inch Dens Deck Prime or APP-TA Glass Facer SECUROCK Gypsum Fiber Roof Board Existing granule Optional) Additional layers of base insulation SBS-AA, R-68 surface modified Min. 1-inch ISO 95+ GL, I.S.O. Spray S and/or min. 0.5-inch Tapered ISO 95+GL, I.S.O. Spray S BASEGARD Optional) SBA -AA, SBS- SBS-TA or 202.5 bitumen GenFlex ISO Insulation GenFlex ISO Insulation SA TA or APP-TA APP-TA Optional) Additional layers of base insulation R-69 Existing asphalt BUR Min. 1-inch ISO 95+ GL, I.S.O. Spray S, and/or min. 0.5-inch Tapered ISO 95+ GL, I.S.O. Spray S, BASEGARD Optional) SBS-TA or SBS-TA or 210.0 GenFlex ISO Insulation 6-inch o.c. GenFlex ISO Insulation 5-inch o.c. SA APP-TA APP-TA Optional) Additional layers of base insulation R-70 Existing asphalt BUR Min. ISO 95+ GL, I.S.O. Spray S, and/or min. 0.5-inch Tapered ISO 95+ GL, Spray S, BASEGARD Optional) SBA -AA SBS-AA 247.5 ISGenFlexISO InsulationGenFlex 6-inch o.c. GenFlex ISO Insulation 6-inch o.c. 5-inc SA Existing granule Min. 1-inch RESISTA, Optional) Additional layers of base insulation R-71 surface modified GenFlex Coated Glass I.S.O. Spray 5 and/or min. 0.5-inch Tapered RESISTA, GenFlex I.S.O. Spray S BASEGARD Optional) SBA -AA SBS-AA 187.5 bitumen Facer Coated Glass Facer SA Min. 1-inch RESISTA,, Optional) Additional layers of base insulation R-72 Existing asphalt BUR GenFlex Coated Glass I.S.O. Spray S, and/or min. 0.5-inch Tapered RESISTA, GenFlex I.S.O. Spray S, BASEGARD Optional) SBA -AA SBS-AA 187.5 Facer 6-inch o.c. Coated Glass Facer 6-inch o.c. SA Existing granule Min. 1-inch RESISTA, Optional) Additional layers of base insulation R-73 surface modified GenFlex Coated Glass I.S.O. Spray S and/or min. 0.5-inch Tapered RESISTA, GenFlex I.S.O. Spray S BASEGARD Optional) SBS-TA or SBS-TA or 202.5 bitumen Facer Coated Glass Facer SA APP-TA APP-TA Min. 1-inch RESISTA, Optional) Additional layers of base insulation R-74 Existing asphalt BUR GenFlex Coated Glass I.S.O. Spray S, and/or min. 0.5-inch Tapered RESISTA, GenFlex I.S.O. Spray S, BASEGARD Optional) SBS-TA or SBS-TA or 202.5 6-inch o.c. 6-inch o.c. SA APP-TA APP-TA Facer Coated Glass Facer Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report F8970.01 08-2-R12 for F1984-R12 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 72 of 73 C, f ar QOTRINITYIERD TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP No: Notes 1 & 11) Type Attach Type Attach Base Ply Cap psf) Additional layers of base insulation or min. 0.5- Existing granule Min. 1-inch ISO 95+ GL, inch Tapered ISO 95+ GL, GenFlex ISO Insulation R-75 surface modified GenFlex ISO Insulation or I.S.O. Spray S or Tapered RESISTA, GenFlex Coated Glass I.S.O: Spray S BASEGARD Optional) SBA -AA SBS-AA 187.5 RESISTA, GenFlex Coated SA bitumen Facer; Min. 0.5-inch ISOGARD HD, GenFlex HD Glass Facer ISO Additional layers of base insulation or min. 0.5- Min. 1-inch ISO 95+ GL, inch Tapered ISO 95+ GL, GenFlex ISO Insulation R-76 Existing asphalt BUR GenFlex ISO Insulation or I.S.O. Spray S, or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray S, BASEGARD Optional) SBA -AA SBS-AA 187.5 RESISTA, GenFlex Coated 6-inch o.c. Facer; Min. 0.5-inch ISOGARD HD, GenFlex HD 5-inch o.c. SA Glass Facer ISO Additional layers of base insulation or min. 0.5- Existing granule Min. 1-inch ISO 95+ GL, inch Tapered ISO 95+ GL, GenFlex ISO Insulation R-77 surface modified GenFlex ISO Insulation or I.S.O. Spray S or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray S BASEGARD Optional) SBS-TA or SBS-TA or 202.5 bitumen RESISTA, GenFlex Coated Facer; Min. 0.5-inch ISOGARD HD, GenFlex HD SA APP-TA APP-TA Glass Facer ISO Additional layers of base insulation or min. 0.5- Min. 1-inch ISO 95+ GL, inch Tapered ISO 95+ GL, GenFlex ISO Insulation GenFlex ISO Insulation or I.S.O. Spray S, I.S.O. Spray S, BASEGARD Optional) SBS-TA or SBS-TA or R-78 Existing asphalt BUR or Tapered RESISTA, GenFlex Coated Glass 217.5 RESISTA, GenFlex Coated 6-inch o.c. Facer; Min. 0.5-inch ISOGARD HD, GenFlex HD 6-inch o.c. SA APP-TA APP-TA Glass Facer ISO Additional layers of base insulation or min' 0.5- Existing granule Min. 1-inch ISO 95+ GL, inch Tapered ISO 95+ GL, GenFlex ISO Insulation SBS-AA, R-79 surface modified GenFlex ISO Insulation or I.S.O. Spray S or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray S BASEGARD Optional) SBA -AA, SBS- SBS-TA or 82.5 bitumen RESISTA, GenFlex Coated Facer; Min. 0.25-inch Dens Deck Prime or SA TA or APP-TA APP-TA Glass Facer SECUROCK Gypsum Fiber Roof Board Additional layers of base insulation or min. 0.5- Min. 1-inch ISO 95+ GL, inch Tapered ISO 95+ GL, GenFlex ISO Insulation SBS-AA, R-80 Existing asphalt BUR GenFlex ISO Insulation or I.S.O. Spray S, or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray S, BASEGARD Optional) SBA -AA, SBS- SBS-TA or 82.5 RESISTA, GenFlex Coated 6-inch o.c. 6-inch o.c. SA TA or APP-TA Facer; Min. 0.25-inch Dens Deck Prime or APP-TA Glass Facer SECUROCK Gypsum Fiber Roof Board Min. 1.5-inch ISO 95+ GL, BASEGARD Optional) SBA -AA, SBS- SBS-AA, R-81 Existing asphalt BUR GenFlex ISO Insulation CR-20 Tapered ISO 95+ GL, GenFlex ISO Insulation CR-20 SA TA or APP-TA SBS-TA or 112.5 APP-TA R-82 Existing asphalt BUR Min. 1.5-inch ISO 95+ GL, CR-20 Optional) One or more layers base insulation CR-20 BASEGARD Optional) SBS-TA or SBS-TA or 210.0 GenFlex ISO Insulation SA APP-TA APP-TA R-83 asphalt BURExistingas Min. 1.5-inch ISO 95+ GL, CR-20 O One or more layers base insulationOptional) y CR-20 BASEGARD Optional) SBA -AA SBS-AA 247.5 GenFlex ISO Insulation SA Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report F8970.01.08-2-R12 for FL984-R32 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 73 of 73 OFFICE COMcheck Software Version 4.0.7.0 Interior Lighting Compliance Certificate Project Information PERMIT # 0- ds" n Energy Code: 2014 Florida Building Code, Energy Conservation Project Title: Boulevard Shopping Center Suite 301 Project Type: New Construction Construction Site. Owner/Agent: Designer/Contractor: 300 West Lake Mary Blvd. PA James F. Turner Engineers, LP Sanford, FL 32773 8340 Meadow Road, Suite 160 Dallas, TX 75231 Additional Efficiency Package 214.750.2900 Reduced interior lighting power. Requirements are implicitly enforced within intenor lighting allowance calculations. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts ft2) Watts / ft2 (B X C) 1-Retail 15589 1.30 20266 Total Allowed Watts = 20266 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 1-Retail LED 1: B: LED Panel 55W: 2 122 56 6832 Total Proposed Watts = 6832 D•code A 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 require is in COMcheck Version 4.0.7.0 and to comply with any applicable mandatory requirements listed in the Inspection Checkli aM e, T. ••.. ;?,z I Name - Title Siqnature Date Project Title: Boulevard Shopping Center Suite 301 Data filename: F:\63025\63025-Fancy Fruit-2014-4.0.6.2.cck Report date: 09/28/17 Page 1 of 15 COMcheck Software Version 4.0.7.0 Exterior Lighting Compliance Certificate Project Information Energy Code: Project Title: Project Type: Exterior Lighting Zone Construction Site: 300 West Lake Mary Blvd. Sanford, FL 32773 Allowed Exterior Lighting Power A Area/Surface Category 2014 Florida Building Code, Energy Conservation Boulevard Shopping Center Suite 301 New Construction 2 (Neighborhood business district) Owner/Agent: Designer/Contractor: PA James F. Turner Engineers, LP 8340 Meadow Road, Suite 160 Dallas, TX 75231 214.750.2900 B C D E Quantity Allowed Tradable Allowed Watts Watts / Unit Wattage (B X C) Other door (not main entry) 6 ft of door 20 Yes 120 Total Tradable Watts (a) = 120 Total Allowed Watts = 120 Total Allowed Supplemental Watts (b) = 600 a) Wattage tradeoffs are only allowed between tradable areas/surfaces. b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Other door (not main entry) (6 ft of door width): Tradable Wattage LED 1: F4BEM: LED PAR 13W: 1 2 13 26 Total Tradable Proposed Watts = 26 3r.Liahtina PASSES:-Desiari 969% better than code Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in thi document is consistent with the building plans, specifications, and other calculations submitted with this permit application. T roposed exterior lighting systems have been designed to meet the 2014 Florida Building Code, Energy Conservation req ' e nts in COMcheck Version 4.0.7.0 and to comply with any applicable mandatory requirements listed in the Inspection Chec s Jam_ 7 40 C Name - Title Signature Date Project Title: Boulevard Shopping Center Suite 301 Report date: 09/28/17 Data filename: F:\63025\63025-Fancy Fruit-2014-4.0.6.2.cck Page 2 of 15 COMcheck Software Version 4.0.7.0 Mechanical Compliance Certificate Project Information Energy Code: 2014 Florida Building Code, Energy Conservation Project Title: Boulevard Shopping Center Suite 301 Location: Sanford, Florida Climate Zone: 2a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 300 West Lake Mary Blvd. PA James F. Turner Engineers, LP Sanford, FL 32773 8340 Meadow Road, Suite 160 Dallas, TX 75231 Additional Efficiency Package 214.750.2900 Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Mechanical Systems List Quantity System Type & Description 1 HVAC System 1 (Single Zone): Heating: 1 each - Central Furnace, Electric, Capacity = 184 kBtu/h No minimum efficiency requirement applies Cooling: 1 each - Single Package DX Unit, Capacity = 485 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 11.20 EER, Required Efficiency: 10.00 EER + 10.1 IEER Fan System: FAN SYSTEM 3 — Compliance (Motor nameplate HP method) : Passes Fans: FAN 2 Supply, Constant Volume, 16000 CFM, 15.0 motor nameplate hp 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 pqpposed mechanical systems have been designed to meet the 2014 Florida Building Code, Energy Conservation require s in COMcheck Version 4.0.7.0 and to comply with any applicable mandatory requirements listed in the Inspection Checkli Name - Title Signature rl Date Project Title: Boulevard Shopping Center Suite 301 Data filename: F:\63025\63025-Fancy Fruit-2014-4.0.6.2.cck Report date: 09/28/17 Page 3 of 15 COMcheck Software Version 4.0.7.0 Inspection Checklist Energy Code: 2014 Florida Building Code, Energy Conservation Requirements: 94.0% 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?, z Comments/Assumptions Reg.ID u C103.2 Plans, specifications, and/or Complies :Requirement will be met. PR2]1 calculations provide all information Does Not with which compliance can be determined Not Observable' for the mechanical ApplicablesystemsandequipmentandNot document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. C405.7 Plans, specifications, and/or Complies 'Requirement will be met. PR17]1 calculationsprovide all information Does Not with which compliance can be determined Not Observable fortheelectricalsystemsNot Applicable andequipmentanddocumentwhereexceptions 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 be determined Not Observable for the interior lighting and electrical systems and equipment Not Applicable 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. C103. 2 Plans, specifications, and/or Complies ,Requirement will be met. PR8] 1 calculations provide all information ;Does Not with which compliance can be Not Observable determined for the exterior lighting and electrical systems and equipment 'Not Applicable and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. 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: determined for the additional energy Not Applicable efficiencypackageoptions. Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) ! Project Title: Boulevard Shopping Center Suite 301 Report date: 09/28/17 Data filename: F:\63025\63025-Fancy Fruit-2014-4.0.6.2.cck Page 4 of 15 11 High Impact (Tier 1) 2 J Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Boulevard Shopping Center Suite 301 Report date: 09/28/17 Data filename: F:\63025\63025-Fancy Fruit-2014-4.0.6.2.cck Page 5 of 15 Section L3 Footing / Foundation Inspection` Complies? Comments/Assumptions Re :ID C403.2.4. :Freeze protection and snow/ice Complies ; Exception: Requirement does not apply. 5 melting system sensors for future Does Not FO9]3 connection to controls. Not Observable, Not Applicable Additional Comments/Assumptions: j 11 High Impact (Tier 1) , 2 ' Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) j Project Title: Boulevard Shopping Center Suite 301 Report date: 09/28/17 Data filename: F:\63025\63025-Fancy Fruit-2014-4.0.6.2.cck Page 6 of 15 Section i'. i Mechanical Rough -In Inspection Re .ID i Y •• Complies? Comments/Assumptions C403.2.3 G n VAC equipment efficiency verified. Complies See the Mechanical Systems list for values. ME55]2 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 ; and served by systems with air side Applicableeconomizer, auto modulating outside :Not air damper control, or design airflow 3,000 cfm. C403.2.7. HVAC ducts and plenums insulated Complies 'Requirement will be met. 1 gand sealed according to Florida Does Not ME60]2 Section C403.2.7, Table C403.2.7.1, Z Not ObservableTableC403.2.7.2. Not Applicable ; C403.2.7. rAll ducts, air handlers, filter boxes, Complies !Exception: Requirement does not apply. 2• ` building cavities, mechanical closets Does Not ME79]2 and enclosed support platforms that Not Observable form the primary air containment Not Applicablepassagewaysforairdistribution systems are constru_ted and erected in accordance with Table C403.2.7.2 and with Chapter 6 of the Florida Building Code, Mecrivnical. Ducts are i be constructed, braced, reinforced t be andinstalled to provide structural and durability.'All transverse 1 joints, longitudinal seams and fitting connections are securely fastened in accordance with the applicable standards of this section. C403.2.7: Duct insulation is protected from Complies 'Exception: Requirement does not apply. 1.2 damage but not limited.to the Does Not ME80]2 following: 1. Insulation exposed to Not Observable' weather is suitable for outdoor Not Applicableservice. Cellular foam insulation is j 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 Exception: Requirement does not apply. 1.3 barrier is provided where the Does Not i ME81]2 minimum duct insulation requirements Not Observable!` of Section C403.2.7.1.1 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 ; Not Applicable ; C403.2.8 -Thermally ineffective panel surfaces of Complies ,Exception: Requirement does not apply. ME41]3 sensible heating panels have Does Not insulation >= R-3.5. Not Observable' Not Applicable , 1 (High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low impact (Tier 3) Project Title: Boulevard Shopping Center Suite 301 Report date: 09/28/17 Data filename: F:\63025\63025-Fancy Fruit-2014-4.0.6.2.cck Page 7 of 15 Section I I. Mechanical Rough -In Inspection Complies? Comments/Assumptions Re :ID C403.2.7.• ;Ducts, air handlers, filter boxes, Complies :Requirement will be met. 3 building cavities, mechanical closets Does Not ME10]2 and enclosed support platforms that Not Observable, form the primary air containment passageways for air distribution Not Applicable systems are sealed in accordance with the applicable criteria of this section and Table C403.2.7.2. C403.2.7. 'Air distribution systems are sized and Complies ;Requirement will be met. 5•'. !designed in accordance with Does Not ME76]2 ;recognized engineering standards. Not ObservableRefertosectiondetails. Not Applicable C403.2.7. ,Air handling units not installed in Complies ;Requirement will be met. 6 1 "attics of commercial buildings. Not ME77]2 Does Not Observable: Not Applicable C403.2.7. `,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 contain the conditioning system unless they Not Observable; an air duct insert which is insulated in accordance with Section Not Applicable C403.2.7.1 and constructed and sealed in accordance with the 4 requirements of Section C403.2.7.2 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 Not Observable' Not Applicable , C403.3.1, Air economizers provided where Complies ;Requirement will be met. C403.3.1, required, meet the requirements for Does Not 1 ME62]1 design capacity, control signal, ventilation controls, high -limit shut-off, Not Observable' integrated economizer control, and Not Applicable provide a means to relieve excess outside air during operation. C408.2.2. Air outlets and zone terminal devices Complies ;Requirement will be met. 1 have means for air balancing. Does Not ME53]3 Not Observable' Not Applicable C403.4:2 VAV fan motors >=7.5 hp to be driven Complies ;Exception: Requirement does not apply. ME66]2 by variable speed drive, have a vane- Does Not axial fan with variable pitch blades, or Not Observable ; have controls to limit fan motor demand. Not Applicable C403.2.6 Exhaust air energy recovery on Complies ME57]1 systems meeting Table C403.2.6 Does Not Not Observable'. Not Applicable C403.2.11 Unenclosed spaces that are heated Complies ; Exception: Requirement does not apply. ME71]2 a use only radiant heat. Does Not Not Observable Not Applicable Additional Comments/Assumptions: 1 1High Impact (Tier 1) 2 Medium Impact (Tier 2) 1 3 .1Low Impact (Tier 3) Project Title: Boulevard Shopping Center Suite 301 Data filename: F:\63025\63025-Fancy Fruit-2014-4.0.6.2.cck Report date: 09/28/17 Page 8 of 15 I I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 131 Low Impact (T Project Title: Boulevard Shopping Center Suite 301 Report date: 09/28/17 Data filename: F:\63025\63025-Fancy Fruit-2014-4.0.6.2.cck Page 9 of 15 Section Rough -In Electrical Inspection Complies? Comments/&ssumptions% Re .ID C405.2.2. 'Automatic controls to shut off all Complies ;Requirement will be met. 1 building lighting installed in all Does Not EL22]2 buildings. Not Observable: Not Applicable C405:2.1. 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, Not Observable visible to occupants. 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: Not Applicable ; C405.2.2. 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; lighting. Not Applicable 1 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 Observableswitchedreceptacles. Not Applicable C405.2.2. Occupancy sensors installed in Complies Requirement will be met. 2 required spaces. Does Not EL18]1 Not Observable i Not Applicable C405.2.2. Primary sidelighted areas are Complies !Requirement will be met. 3 equipped with required lighting Does Not EL20]1 controls. Not Observable 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 C405.2.4 ,Automatic lighting controls for exterior, Complies 'Requirement will be met. EL25]2 lighting installed. Does Not Not Observable 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' 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 recess Not Observable mounted) 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: Not Applicable 1 IHigh Impact (Tier 1) 12 IMediurn Impact (Tier 2) 3 ILow Impact (Tier 3) Project Title: Boulevard Shopping Center Suite 301. Data filename: F:\63025\63025-Fancy Fruit-2014-4.0.6.2.cck Report date: 09/28/17 Page 10 of 15 Section Rough -In Electrical Inspection Complies? Comments/Assumptions Reicl.IDI C405.6 Exterior grounds lighting over 100 W Complies Requirement will be met. EL24]1 provides >60 Im/W unless on motion Does Not sensor or fixture is exempt from scope ; Not Observable of code or from external LPD. 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; automatically controlled and Not Applicableseparatedfromgenerallighting. Additional Comments/Assumptions: 1 i High Impact (Tier 1) j 2 1 Medium Impact (Tier 2) 3 !Low Impact (Tier 3) Project Title: Boulevard Shopping Center Suite 301 Data filename: F:\63025\63025-Fancy Fruit-2014-4.0.6.2.cck Report date: 09/28/17 Page 11 of 15 1 Section j Final Inspection Complies? Comments/Assumptions Reg.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 1' 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 1system. Controls prevent simultaneous ApplicableoperationofNot 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 Observable; Not Applicable ; C403.2.4. Temperature controls have setpoint Complies 2 • overlap restrictions. Does Not FI20j3 Not Observable ; Not Applicable C403.2.4. -,Each zone equipped with setback Complies 'Requirement will be met. 3' controls using automatic time clock or Does Not F139]3 programmable control system. Not Observable; 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- ;Does Not F140]3 hour occupant override, 10-hour backup Not Observable ; Not Applicable , C403.2.4. ',Systems include optimum start Complies ;Requirement will be met. 3.3 ' controls. Not FI41]3 Does 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 FI7]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 FI43]1 systems. Not Observable' Not Applicable C408.2.3. HVAC control systems have been :[]Complies Requirement will be met. 2 Rested to ensure proper operation, :Does Not FI10]1 calibration and adjustment of controls. Not Observable t Not Applicable C408.2.2 ;An air and/or hydronic system t Complies Requirement will be met. F[54]3 balancing report is provided for HVAC Does Not systems serving zones >5,000 ft2 of Not Observableconditionedarea. Refer to section for Not Applicablefulldetails. 1 !High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 ,Low Impact (Tier 3) Project Title: Boulevard Shopping Center Suite 301 Report date: 09/28/17 Data filename: F:\63025\63025-Fancy Fruit-2014-4.0.6.2.cck Page 12 of 15 Section.,: y Final,lnspection- Complies? Comments/Assumptions Re .ID I' C403:2.1 HVAC systems and equipment design Complies F150]3 loads calculated in accordance with Does Not ANSI/ASHRAE/ACCA Standard 183 or 183 Not ObservableorACCAManualNandshallbe Not Applicableattachedtothecodecomplianceform 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. F[27]3 capacity does not exceed calculated Does Not loads. y Not Observable 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 0Does Not 2 FI17]3 building owner or designated representative. Not Observable; Not Applicable ; C405.5.2 Interior installed lamp and fixture Complies 'See the Interior Lighting fixture schedule for values. FI18]1 lighting power is consistent with what Does Not is shown on the approved lighting Not Observable plans, demonstrating proposed watts Not Applicablearelessthanorequaltoallowed watts. C405.6.2 Exterior lighting power is consistent Complies See the Interior Lighting fixture schedule for values. F119]1 with what is shown on the approved ODoes Not lighting plans, demonstrating Not Observable,' proposed watts are less than or equal to allowed watts. Not Applicable ; C408.2.1 Commissioning plan developed by Complies ;Requirement will be met. FI28]1 registered design professional or Does Not approved agency. Not Observable' Not Applicable C408.2.4 Preliminary commissioning report Complies F129]1 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 Not F130]1 receipt of certificate of occupancy. Does Not Observable. Not Applicable C408.2.3. HVAC equipment has been tested to Complies ;Requirement will be met. 1 ensure proper operation. Does Not FI3111 Not Observable t t Not Applicable C408.2.3. Economizers have been tested to Complies ;Requirement will be met. 3 ensure proper operation. Does Not FI32]1 Not Observable ; Not Applicable 11 High Impact (Tier 1) 1 2 Medium Impact (Tier 2) 3 !Low Impact (Tier 3) Project Title: Boulevard Shopping Center Suite 301 Report date: 09/28/17 Data filename: F:\63025\63025-Fancy Fruit-2014-4.0.6.2.cck Page 13 of 15 d Final Inspection Complies? k Comments/Assumptions Reg:ID C408.3 Lighting systems have been tested to :[]Complies 'Requirement will be met. FI33]1 ensure proper calibration, adjustment, ;Does Not programming, and operation. Not Observable Not Applicable C408.3 Lighting systems have been tested to ;Complies :Requirement will be met. F148]1 ensure proper calibration, adjustment, I Does Not programming, and operation. ;Not Observable Additional Comments/Assumptions: 1 IHigh Impact (Tier 1) 2 I Medium Impact (Tier 2) 3 '1Low Impact (Tier 3) Project Title: Boulevard Shopping Center Suite 301 Report date: 09/28/17 Data filename: F:\63025\63025-Fancy Fruit-2014-4.0.6.2.cck Page 14 of 15 Project Title: Boulevard Shopping Center Suite 301 Data filename: F:\63025\63025-Fancy Fruit-2014-4.0.6.2.cck Report date: 09/28/17 Page 15 of 15 COMcheck Software Version 4.0.6.2 Exterior Lighting Compliance Certificate PERMIT Project Information Energy Code: Project Title: Project Type: Exterior Lighting Zone Construction Site: 300 West Lake Mary BLVD Sanford, FL 32773 Allowed Exterior Lighting Power A Area/Surface Category 2014 Florida Building Code, Energy Conservation LA Sanford Shell Package 0V:1:10E New Construction 2 (Neighborhood business district) Owner/Agent: Designer/Contractor: PA James F. Turner Engineers, LP 8340 Meadow Road, Suite 160 Dallas, TX 75231 214.750.2900 B C D E Quantity Allowed Tradable Allowed Watts Watts / Unit Wattage (B X C) Main entry 6 ft of door 20 Yes 120 Illuminated length of facade wall or surface 510 ft 2.5 No 1275 Total Tradable Watts (a) = 120 Total Allowed Watts = 1395 Total Allowed Supplemental Watts (b) = 600 a) Wattage tradeoffs are only allowed between tradable areas/surfaces. b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B Lamps/ Fixture C of Fixtures D Fixture Watt. E C X D) Main entry (6 ft of door width): Tradable Wattage LED 1: F14A: LED PAR 17W: 1 4 26 106 Illuminated length of facade wall or surface (510 ft)i Non -tradable Wattage LED 2: F15: Other: 1 8 48 384 LED 4: F9EXT: Other: 1 102 4 449 Total Tradable Proposed Watts = 106 Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2014 Florida Building Code, Energy Conservation ements in COMcheck Version 4.0.6.2 and to comply with any applicable mandatory requirements listed in the Inspec ' t. ACA'Mcs, ' ury\Q.r 17K S-1$-&n Name - Title Signatur Date Project Title: LA Sanford Shell Package Report date: 08/15/17 Data filename: F:\63025\63025-shell-2014-4.0.6.2.cck Page 1 of 14 COMcheck Software Version 4.0.6.2 Mechanical Compliance Certificate Project Information Energy Code: 2014 Florida Building Code, Energy Conservation Project Title: LA Sanford Shell Package Location: Sanford, Florida Climate Zone: 2a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 300 West Lake Mary BLVD. PA James F. Turner Engineers, LP Sanford, FL 32773 8340 Meadow Road, Suite 160 Dallas, TX 75231 Additional Efficiency Package 214.750.2900 Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Mechanical Systems List Quantity System Type & Description 2 HVAC System 1 (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 108 kBtu/h Proposed Efficiency = 80.00% AFUE, Required Efficiency = 80.00% AFUE Cooling: 1 each - Single Package DX Unit, Capacity = 62 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 13.00 SEER, Required Efficiency: 13.00 SEER Fan System: Unspecified 1 HVAC System 31 (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 360 kBtu/h Proposed Efficiency = 80.00% Et, Required Efficiency = 80.00% Et Cooling: 1 each - Single Package DX Unit, Capacity = 192 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 12.00 EER, Required Efficiency: 10.80 EER + 11.0 IEER Fan System: Unspecified 4 HVAC System 32 (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 360 kBtu/h Proposed Efficiency = 80.00% Et, Required Efficiency = 80.00% Et Cooling: 1 each - Single Package DX Unit, Capacity = 176 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 12.00 EER, Required Efficiency: 10.80 EER + 11.0 IEER Fan System: Unspecified 3 HVAC System 33 (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 180 kBtu/h Proposed Efficiency = 80.00% AFUE, Required Efficiency = 80.00% AFUE Cooling: 1 each - Single Package DX Unit, Capacity = 118 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 12 50 EER, Required Efficiency: 11.00 EER + 11.2 IEER Fan System: Unspecified 1 HVAC System 35 (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 300 kBtu/h Proposed Efficiency = 80.00% Et, Required Efficiency = 80.00% Et Cooling:, 1 each - Single Package DX Unit, Capacity = 168 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 10.80 EER, Required Efficiency: 10.80 EER + 11.0 IEER Fan System. Unspecified 1 HVAC System 36 (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 108 kBtu/h Project Title: LA Sanford Shell Package Report date: 08/15/17 Data filename: F:\63025\63025-shell-2014-4.0.6.2.cck Page 2 of 14 Quantity System Type & Description Proposed Efficiency = 80.00% AFUE, Required Efficiency = 80.00% AFUE Cooling: 1 each - Single Package DX Unit, Capacity = 47 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 13.00 SEER, Required Efficiency: 13.00 SEER Fan System: Unspecified 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 ;on rements in COMcheck Version 4.0.6.2 and to comply with any applicable mandatory requirements listed in the Inspecti2Dg oe st. Name - Title Sig nat a Date Project Title: LA Sanford Shell Package Report date: 08/15/17 Data filename: F:\63025\63025-shell-2014-4.0.6.2.cck Page 3 of • 14 eCOMcheck Software Version 4.0.6.2 4 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 r t 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 determined for the mechanical ; systems and equipment and Not Observable' Not Applicable document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. C405.7 Plans, specifications, and/or Complies 'Requirement will be met. PR17]1 calculations provide all information Does Not with which compliance can be determined for the electrical systems Not Observable , Not Applicablelandequipmentanddocumentwhere 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. PR8]1 calculations provide all information Does Not with which compliance can be determined for the exterior lighting Not Observable, Not Applicablelandelectricalsystemsandequipment land document where exceptions to the standard are claimed. Information 1 provided should include exterior 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 determined for the additional energy efficiency package options. Not Applicable , Additional Comments/Assumptions: 1 ,High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: LA Sanford Shell Package Report date: 08/15/17 Data filename: F:\63025\63025-shell-2014-4.0.6.2.cck Page 4 of 14 Section - a Footing /'Foundation Inspection Req.ID C403.2.4. ; Freeze protection and snow/ice 5 melting system sensors for future FO9]3 connection to controls. i Additional Comments/Assumptions: Complies? Comments/Assumptions i' LJComplies ;Requirement will be met. Does Not ; Not Observable ` Not Applicable 11 High Impact (Tier 1) 12 IMedium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: LA Sanford Shell Package Report date: 08/15/17 Data filename: F:\63025\63025-shell-2014-4.0.6.2.cck Page 5 of 14 Section Mechanical, Rough -In -inspection Complies? - Comments/Assumptions Req.ID C403.2.3 1 HVAC equipment efficiency verified. Complies See the Mechanical Systems list for values. ME55]2 Does Not Not Observable: Not Applicable ; C403.2.5. I Demand control ventilation provided Complies ; Requirement will be met. 1 !for spaces >500 sq.ft. and >25 Does Not ME59]1 ! people/1000 sq.ft. occupant density and served by systems with air side economizer, auto modulating outside Not Observable; Not Applicable air damper control, or design airflow 3,000 cPm. C403.2.7. HVAC ducts and plenums insulated Complies Requirement will be met. 1 :and sealed according to Florida Does Not ME60]2 . 'Section C403.2.7, Table C403.2.7.1, Not Observable, Table C403.2.7.2. Not Applicable C403.2.7. ;All ducts, air handlers, filter boxes, Complies Requirement will be met. 2 jbuilding cavities, mechanical closets Does Not ME79]2 , land enclosed support platforms that Not Observable form the primary air containment 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 jconnections are securely fastened in accordance with the applicable standards of this section. C403.2.7.: 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. weather is suitable for outdoor service. Cellular foam insulation is ;Not Applicable 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 I 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. 1.3 'barrier is provided where the •Does Not ME81]2 ; minimum duct insulation requirements Not Observable; of Section C403.2.7.1.1 are determined to be insufficient to Not Applicable prevent condensation. C403.2.8..Piping Insulation exposed to weather Complies ;Requirement will be met. 1 i is protected from damage (due to sun, Does Not ME7]3 ,moisture, wind, etc.). Not Observable 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. Not Applicable 1 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: LA Sanford Shell Package Report date: 08/15/17 Data filename: F:\63025\63025-shell-2014-4.0.6.2.cck Page 6 of 14 Section Mechanical Rough -In Inspection Complies? Comments/Assumptions Req.ID. C403.2.7. Ducts, air handlers, filter boxes, Complies '.Requirement will be met. 3 !building cavities, mechanical closets Does Not ME10]2 land enclosed support platforms that Not Observable form the primary air containment 1 passageways for air distribution Not Applicable systems are sealed in accordance with the applicable criteria of this section 1 and Table C403.2.7.2. C403.2.7. ',Air distribution systems are sized and Complies :Requirement will be met. 5 - 'idesigned in accordance with Does Not ME76]2 recognized engineering standards. Not Observable Refer to section details. Not Applicable , C403.2.7. ;Air -handling units not installed in Complies Requirement will be met. 6 lattics of commercial buildings. Does Not ME77]2 i Not Observable Not Applicable C403.2.7. ;Cavities in framed spaces are not Complies ;Requirement will be met. 4 +used to deliver air from or return air to Does Not ME7.8]2 the conditioning system unless they Not Observable; contain an air duct insert which is I insulated in accordance with Section Not Applicable ; yC403.2.7.1 and constructed and sealed in accordance with the requirements of Section C403.2.7.2 w appropriate for the duct materials r used. C403.2.7. ;Ductwork operating >3 in. water Complies Exception: Requirement does not apply. 1.3 column requires air leakage testing. Does Not ME1,1]3 Not Observable Not Applicable C403.2.7. 'Ductwork operating >3 in. water Complies Exception: Requirement does not apply. 1.3 i column requires air leakage testing. Does Not ' ME11]3 Not Observable; Not Applicable C403.2.7. Ductwork operating >3 in. water Complies :Exception: Requirement does not apply. 1.3 1 column requires air leakage testing. Does Not ; ME11]3 Not Observable, Not Applicable 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 Not Observable Not Applicable 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 Not Observable ; Not Applicable , 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 Not Observable Not Applicable C403.3.1, ;Air economizers provided where Complies Requirement will be met. C403.3.1. !required, meet the requirements for Does Not 1 ;design capacity, control signal, ME62]1 'ventilation controls, high -limit shut-off, Not Observable' integrated economizer control, and Not Applicable provide a means to relieve excess outside air during operation. 1 1 (High Impact (Tier 1) 2 (Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project Title: LA Sanford Shell Package Report date: 08/15/17 Data filename: F:\63025\63025-shell-2014-4.0.6.2.cck Page 7 of 14 Section 2 1, . 1 11r : " ` ' Mechanical Rough -In Inspection Complies? i Comments/Assumptions .' Req.ID C403.3.1, Air economizers provided where Complies Requirement will be met. C403.3.1. required, meet the requirements for Does Not 1 ME62]1 design capacity, control signal, ventilation controls, high -limit shut-off, Not Observable' integrated economizer control, and Not Applicable provide a means to relieve excess outside air during operation. C403.3.1, Air economizers provided where Complies :Requirement will be met. C403.3.1. required, meet the requirements for Does Not 1 ME62]1 design capacity, control signal, ventilation controls, high -limit shut-off,'Not Observable, integrated economizer control, and Not Applicable provide a means to relieve excess outside air during operation. C403.3.1, Air economizers provided where Complies ,Requirement will be met. C403.3.1. required, meet the requirements for Does Not 1 ME62]1 design capacity, control signal, ventilation controls, high -limit shut-off,'Not Observable' integrated economizer control, and Not Applicable provide a means to relieve excess outside air during operation. ; C403.3.1, Air economizers provided where Complies 'Requirement will be met. C403.3.1. required, meet the requirements for :Does Not 1 ME62]1 design capacity, control signal, ventilation controls, high -limit shut-off, Not Observable; integrated economizer control, and Not Applicable provide a means to relieve excess outside air during operation. C403.3.1, Air economizers provided where Complies 'Requirement will be met. C403.3.1. required, meet the requirements for []Does Not 1 ME62]1 design capacity, control signal, ventilation controls, high -limit shut-off, [:)Not Observable: integrated economizer control, and ;Not Applicable provide a means to relieve excess outside air during operation. C408.2.2. 'iAir outlets and zone terminal devices Complies 'Requirement will be met. 1 have means for air balancing. []Does Not ME53]3 Not Observable Not Applicable C403.4.2 VAV fan motors >=7.5 hp to be driven Complies Exception: Requirement does not apply. ME66]2 Iby variable speed drive, have a vane- []Does Not axial fan with variable pitch blades, or Not Observable! - have ldemand. controls to limit fan motor Not Applicable C403.4.2 ;VAV fan motors >=7.5 hp to be driven Complies ;Exception: Requirement does not apply. ME66]2 :by variable speed drive, have a vane- Does Not axial fan with variable pitch blades, or Not Observable! demand. have controls to limit fan motor Not Applicable C403.4.2 ' VAV fan motors >=7.5 hp to be driven Complies :Exception: Requirement does not apply. ME66]2 !by variable speed drive, have a vane- DDoes Not 4axial fan with variable pitch blades, or have controls to limit fan motor [-]Not Observable: Not Applicabledemand. , C403.4.2 ;VAV fan motors >=7.5 hp to be driven Complies :Exception: Requirement does not apply. ME66]2 'by variable speed drive, have a vane -Does Not axial fan with variable pitch blades, or Not Observablehavecontrolstolimitfanmotor demand. IDNot Applicable ; 111 High Impact (Tier 1) 12 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: LA Sanford Shell Package . Report date: 08/15/17 Data filename: F:\63025\63025-shell-2014-4.0.6.2.cck Page 8 of 14 Section Mechanical Rough -In Inspection I I Complies? _` Comments/Assumptions ; Req.ID C403:4.2 ;VAV fan motors >=7.5 hp to be driven Complies ;Exception: Requirement does not apply. ME66]2 l by variable speed drive, have a vane- Does Not axial fan with variable pitch blades, or have controls to limit fan motor Not Observable Not Applicabledemand. C403.4.2 ; VAV fan motors >=7.5 hp to be driven ,Complies Exception: Requirement does not apply. ME66]2 !by variable speed drive, have a vane- Does Not axial fan with variable pitch blades, or have controls to limit fan motor Not Observable Not ApplicableIdemand. C403.2.6 ;Exhaust air energy recovery on Complies ME57]1 systems meeting Table C403.2.6 Does Not Not Observable' Not Applicable C403.2.11 Unenclosed spaces that are heated Complies ;Requirement will be met. ME71]2 fuse only radiant heat. -Does Not Not Observable i 'Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12'1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: LA Sanford Shell Package Report date: 08/15/17 Data filename: F:\63025\63025-shell-2014-4.0.6.2.cck Page 9 of 14 Section Req.ID Rou'gh-In.Electrical Inspection Complies? Comments/Assumptions C405.2.4 ;Automatic lighting controls for exterior Complies 'Requirement will be met. EL25]2 installed. Does NotIlighting y Not Observable: EINot Applicable C405.6 Exterior grounds lighting over 100 W Complies ; Requirement will be met. EL24]1 provides >60 Im/W unless on motion E]Does Not sensor or fixture is exempt from scope of code or from external LPD. Not Observable Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: LA Sanford Shell Package Report date: 08/15/17 Data filename: F:\63025\63025-shell-2014-4.0.6.2.cck Page 10 of 14 Section Finallnspection Complies? Comments/Assumptions Req'ID C403.2.4. ,,Heating and cooling to each zone is Complies Requirement will be met. 1 l controlled by a thermostat control. Does Not FI47]3 i Not Observable Not Applicable 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 Not Observable; I Not Applicable C403.2.4. 'Heating and cooling to each zone is Complies ;Requirement will be met. 1 I controlled by a thermostat control. Does Not FI47]3 Not Observable; Not Applicable C403.2.4. Heating and cooling to each zone is Complies Requirement will be met. 1 controlled by a thermostat control. Does Not F147]3 a Not Observable j Not Applicable C403.2.4. ; Heating and cooling to each zone is Complies , Requirement will be met. 1 controlled by a thermostat control. Does Not F147]3 Not Observable Not Applicable ; C403.2.4. Heating and cooling to each zone is Complies Requirement will be met. 1 controlled by a thermostat control. Does Not F147]3 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 system. Controls prevent Not Observable; Not Applicablesimultaneousoperationof humidification and dehumidification S equipment. C403.2.4. ;,Minimum one humidity control device Complies Requirement will be met. 3.4 I per installed Does Not FI51]3 humidification/dehumidification Not Observable' system. Controls prevent simultaneous operation of Not Applicable j humidification and dehumidification equipment. C403.2.4. Minimum one humidity control device Complies Requirement will be met. 3.4 per installed Does Not F151]3 ; humidification/dehumidification Not Observable; simultaneous system. Controls prevent operation of Not Applicable humidification and dehumidification equipment. C403.2.4. ;Minimum one humidity control device Complies ;Requirement will be met. 3.4 per installed Does Not FI51]3 ; humidification/dehumidification Not Observablesystem. Controls prevent simultaneous operation of Not Applicable humidification and dehumidification a equipment. 1 I High Impact (Tier 1) 12 ,1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: LA Sanford Shell Package Report date: 08/15/17 Data filename: F:\63025\63025-shell-2014-4.0.6.2.cck Page 11 of 14 Section 21. r -.. , Final inspection Complies? Comments/Assumptions Req.ID 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' lsystem. Controls prevent simultaneous operation of ' Not Applicable humidification and dehumidification equipment. C403.2.4. Minimum one humidity control device Complies Requirement will be met. 3.4 per installed Does Not FI51]3 I humidification/dehumidification system. Controls prevent Not Observable ; simultaneous operation of Not Applicable humidification and dehumidification equipment. C403.2.4. Thermostatic controls have a 5 °F Complies Requirement will be met. 2 11deadband. Does Not FI38]3 1 Not Observable Not Applicable C403.2.4. Temperature controls have setpoint Complies !Requirement will be met.. 2 overlap restrictions. Does Not F120]3 Not Observable , 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. Not Observable' 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- Does Not F140]3 hour occupant override, 10-hour backup 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 Ebalancing report is provided for HVAC Does Not F143]1 systems. Not Observable , I ,Not Applicable ; C408.2.3. HVAC control systems have been Complies ,Requirement will be met. 2 nested to ensure proper operation, Does Not FI10]1 calibration and adjustment of controls. : Not Observable Not Applicable C408.2.2 An air and/or hydronic system Complies Requirement will be met. F[54]3 balancing report is provided for HVAC Does Not systems serving zones >5,000 ft2 of Not Observable 1conditionedarea. Refer to section for full details. Not Applicable , 1 JHigh Impact (Tier 1) 2 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: LA Sanford Shell Package Report date: 08/15/17 Data filename: F:\63025\63025-shell-2014-4.0.6.2.cck I Page 12 of 14 Section Final Inspection Complies? Comments%Assumptions Req.ID - C403.2.1 HVAC systems and equipment design Complies Requirement will be met. F150]3 loads calculated in accordance with Does Not ANSI/ASHRAE/ACCA Standard 183 or 1183 or ACCA Manual N and shall be attached to the code compliance form Not Observable Not Applicable jsubmitted to the building department when the building is permitted or, in the event the mechanical permit is obtained at a later time, the sizing I calculation shall be submitted with the application for the mechanical permit. C403.2.2 HVAC systems and equipment Complies ;Requirement will be met. FI27]3 capacity does not exceed calculated Does Not loads. Not Observable Not Applicable C405.6.2 Exterior lighting power is consistent Complies See the Interior Lighting fixture schedule for values. FI19]1 with what is shown on the approved Does Not lighting plans, demonstrating Not Observable proposed watts are less than or equal to allowed watts. Not Applicable C408.2.1 Commissioning plan developed by Complies 'Requirement will be met. F128]1 registered design professional or Does Not approved agency. Not Observable' Not Applicable C408.2.4 Preliminary commissioning report Complies Requirement will be met. F129]1 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 F130]1 receipt of certificate of occupancy. Not Observable , Not Applicable C408.2.3. HVAC equipment has been tested to Complies ;Requirement will be met. 1 ensure proper operation. Does Not F131]1 Not Observable' Not Applicable C408.2.3. ;,Economizers have been tested to ;Complies Requirement will be met. 3 ensure proper operation. Does Not F132]1 Not Observable Not Applicable C408.3 Lighting systems have been tested to Complies 'Requirement will be met. F148]1 ensure proper calibration, adjustment, Does Not programming, and operation. Not Observable Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) ' Project Title: LA Sanford Shell Package Report date: 08/15/17 Data filename: F:\63025\63025-shell-2014-4.0.6.2.cck Page 13 of .14 Project Title: LA Sanford Shell Package Report date: 08/15/17 Data filename: F:\63025\63025-shell-2014-4.0.6.2.cck Page 14 of 14 The Genuine., The Original. 0 Installation Instructions for ROLLING SERVICE DOOR Series 610/620/625 Contents Warnings & Safety Information 2 KeyDrawing.....................................................3 Door Installation Data Sheet ......................4 Pre -Installation Checks &Tasks 5 Installation....................................................6-12 This installation manual provides the owner or service person information required to install, troubleshoot and maintain a Rolling Service Door. This document also refers to the following other documents or specifications; Expansion Anchor Requirements 307390 Installation Instructions, Cast Gear Drive Chain Hoist 308042 Chain Hoist Assemblies and Operation 300951 300922-0007 Rev 12/02/2011 www.overheaddoor.com 02011 Overhead Door Corporation SAFETY INFORMATION OVERVIEW OF POTENTIAL HAZARDS READ THIS SAFETY INFORMATION Overhead doors are large, heavy objects that move with the help of springs under high tension and electric motors. Since moving objects, springs under tension, and electric motors can cause injuries, your safety and the safety of others depend on you reading the information in this manual: If you have questions or do not understand the information presented, call your nearest trained door system technician. In this section, and those that follow, the words Danger, Warning, and Caution are used to emphasize important safety information. The word: A DANGER indicates an imminently hazardous situation which, if not avoided, will result in death or serious injury. A WARNING indicates a potentially hazardous situation which, if not avoided, could result in death or serious injury. A CAUTION indicates a potentially hazardous situation which, if not avoided, may result in injury or property damage. The word NOTE is used to indicate important steps to be followed or important considerations. IMPORTANT SAFETY INSTRUCTIONS READ AND FOLLOW ALL INSTRUCTIONS SAVE THESE INSTRUCTIONS Potential Hazard Effect Prevention A WARNING Keep people clear of opening while Door is moving. Do NOT allow children to play with the Door Operator. Could result in Death or Serious Injury Do NOT operate a Door thatjams or one that has a broken spring. MOVING DOOR A WARNING Turn OFF power before removing operator cover. When replacing cover, make sure wires are NOT pinching or near moving parts. Could result in Death or Serious Injury Operator must be fully grounded. ELECTRICAL SHOCK A WARNING Do NOT try to remove, install, repair or adjust springs or anything to which door spring parts are fastened, such as, wood blocks, steel brackets, cables or other like items. Could result in Death or Serious Injury Installations, repairs and adjustments must be done by a trained door system technician using proper tools and instructions. HIGH SPRING TENSION L swyLL-Wul Mt!V ILIVL/LV I I www.uverneaaaoVr.CVm UZU I I Overhead Door Corporation Key Drawing Rolling Service Door with parts. Right hand door is illustrated. In a left hand door the barrel and both brackets are reversed. Guides for masonry jambs shown. Interior Hood Support Barrel When Required Tension End Assembly Drive End Bracket Bracket Tension Hood Wheel Drive Sprocket DRIVE END TENSION END Warning Decals Angle Guide 5 feet from floor Assembly Shown Curtain Assembly Bottom Bar Fig 1 Please note that components and component locations are shown here for REFERENCE ONLY. Your unit installation and component locations may be different. 3 300922-0007 Rev 12/02/2011 www.overheaddoor.com 02011 Overhead Door Corporation Door Installation Data Sheet A sample of the "DOOR INSTALLATION DATA" sheet is shown here. Locate the work order "Door Installation Data" sheet inside the door hardware box. You will need to refer to the "Door Installation Data" sheet. See Figure 2. Factory order number on door components must match with factory order number on the "Door Installation Data" sheet. Each door has it's own individual sheet. W O R K O R D E R ** Page Date W.O./Parent. WO ++++++++++++++++++++++++++++++++++„ Plant. . . 17 Related SO Lot #. . . Item Number. HARDWARE Qty. Start Dt Req D. Customer . . Job. Drawing #. CONFIGURED Status . . . FAX: Pty. Type P.O. # . . WALL OPENING WIDE X HIGH PRDCT: AT TAPE GAUGE WINDLOAD 20 GUIDE TYPE GUIDE ENTRY TYPE V DRIVE SIDE DRIVE NO. BOTTOM BAR TYPE: BBAR MATL.: BBAR .lNISH DOOR MOUNT, WALL MOUNT OPERATION BBAR WEATHERSTRIP DOOR SERIES *** ABBV/COLOR HARDWr.:8 DETAILS ++++++++++++++++++*++++++++++++++++++++++++++++++++ OR INS ATION DATA: DOOR SERIES : WALL OPENING WIDTH WALL OPENING HEIGHT GV Dt, '-)E S REFERENCE HAND DRIVE OPERATION TYPE INITIAL TOTAL RELEASE DRIVr NC CURTAIN/BOTTOM BAR WT. COUNTERBALANCE WEIGHT TURNS TURNS TURN 4------------------------------------------------- ------------------------ GUIDE GUIDE MOUNTI,Q..1 GAP CONFIG `r I Messages . . . . . . . . . . . Fig 2 4 300922-0007 Rev 12/02/2011 www.overheaddoor.com 02011 Overhead Door Corporation Pre -Installation Check L-'ist Verify that the door installation can be accomplished before proceeding: ' Locate the work order "DOOR INSTALLATION DATA" sheet, see Figure 2;-il side the door.hardware box. F Does the wall opening match the Opening Width and Height shown on the "Door Installation Data" sheet and Figure 3? Are the guides you received suitable for the jambs? Compare the guides type shown on the "Door Installation Data" sheet with Figure 4. Can the guides be installed plumb? Check the sill for level. If sill is not level, mark the high sill location on the low side jamb. ROLLED GUIDES 5 l S" Distance Location E" GUIDE ANGLE GUIDES "S" Distance Location E" GUIDE Fig 4 Pre -Installation Task Z" GUIDE If you plan to use the sling method to wrap the curtain onto the barrel, and if the inside/outside angles are flared, then remove the angles from the wall angle at this time. They will be bolted to the wall angle in Step 10 after the curtain installation is complete. The Guide Gap must be set to the dimension shown on the Door Installation Data" sheet. See Figure 6. Fig 5 h i., r WALL MIDDLE ANGLE ANGLE OUTSIDE ANGLE JAMB ANGLE BETWEEN JAMB tc r t• - WALL ANGLE MIDDLE OUTSIDE ANGLE ANGLE 1p Header J Jamb Opening Height r.. Sill I— Opening Width Fig 3 GUIDE \ . GAPC• WITHOUT .S WINDBAR "'" ,.Y..i SCREW,• WALL FASTENER ANGLE GAP WITH WINDBAR Pi 6 Z" Guide "E" Guide g 5 300922-0007 Rev 12/02/2011 www.overheaddoor.com 02011 Overhead Door Corporation Install STEP 1 INSTALL GUIDE ASSEMBLIES Locate the guide assemblies such that the "S" distance exists between the guides as shown in Fig 4 on page 5. The "S"dimension is shown under "S REFERENCE" in Fig 2 on page 4.. Both guides MUST be on a level line and both guides MUST be plumb. The "S" distance must be held within 1 /8" over the entire height of guides. MASONRY JAMBS Hold "Z" guide, or wall angle, or jamb angle against wall and drill mounting holes through the slots using drill size shown below. Install jamb fasteners on one guide. Recheck "S" distance, and continue with installation. STEEL JAMBS — Screw Attachment Option Hold "E" guide wall angle against steel jamb and mark the spot to be drilled, or hold wall angle or jamb angle against steel jamb and drill holes through the slots using drill size shown below. Install all jamb fasteners on one guide. Recheck "S" distance and continue with installation. JAMB FASTENER JAMB FASTENER DRILL SIZE SPECIFICATIONS 318" Self -Tap Screw 11/32" Dia. Steel jambs must beSteel1/2" Bolt 27/64" Dia. minimum 3116" thick 5/8" Bolt 17/32" Dia. 3/8" Expansion Bolt 3/8" Dia. Concrete 1/2" Expansion Bolt 112" Dia. Drill holes at least 4 inches 5/8" Expansion Bolt 5/8" Dia. from jamb corner per Overhead Door Filled Block 3/8" Expansion Bolt 3/8" Dia. instruction 307390-0001 1/2" Expansion Bolt 112" Dia. Wood 3/8" Lag Screw 1/4" Dia. Drill hole 3" deep 3/8" Thru Bolt 7/16" Dia. Install 3" O.D. steel washer Unfilled Block 112" Thru Bolt 9/16" Dia. on opposite side of wall 5/8" Thru Bolt 11/16" Dia. Fastener Table 3/16" Fillet Weld, on one side of slot for full length of each slot. 3/16" Fillet Weld, 1 1/2" long at toe of wall leg between each slot. STEEL JAMBS — Weld Attachment Option Hold "E" guide wall angle against steel jamb and tack weld wall angle (jamb angle) in place. Recheck "S" distance before proceeding. Apply vertical welds as shown in Edge Fig 8 using electrodes E6010, E6011 or E7014. (Fig 8 is shown without the middle and openii outside angles attached.) Steel Jamb NOTE: When steel jamb does not extend above the opening, use three thru-bolts to Fig 8fasteneachwallangleabovetheopening. See Figure 7. Wall Angle Bolt through Wall Steel Jamb Below Header Flat Washer Fig 7 Curtain Entry Self -Tapping Bolt 6 300922-0007 Rev 12/02/2011 www.overheaddoor.com 02011 Overhead Door Corporation STEP 2 LINTEL INSTALLATION If lintel baffle is required, install baffle using 1/4" fasteners suitable for the wall material (wood, masonry, steel). Install per Figure 9 with brush aligned 1" above top of guide middle angle. STEP 3 IDENTIFY HEADPLATE BRACKETS Right Hand Drive shown; Left Hand Drive is opposite. See Figure 10. STEP 4 GEAR DRIVE HEADPLATE: NOTE: Install gear hoist mounting bolts in headplate ATTHISTIME; see Overhead Door instructions 308042. STEP 5 IDENTIFY BARREL ASSEMBLY DRIVE END Right hand drive shown in Figure 11; left hand drive is opposite. Look for an "R" for right hand drive or an "L" for left hand drive stamped on the end of the drive shaft. SPRING CONFIGURATION —See Figure 12. Left hand drive configuration has end of spring pinned to barrel near tension end. Right hand drive counterbalance has end of spring pinned to barrel several feet from tension end. At tension end of barrel the bearing assembly may be pinned to the barrel as shown in Figure 12, or the bearing assembly may be welded into end of barrel. Counterbalance damage could allow curtain to close rapidly which could result in death or serious injury. A right hand drive headplate must be used with right hand barrel assembly to prevent damage; left hand drive headplate and left hand barrel must also match. R HEADPLATE BRACKET TENSION END DRIVE END BRACKET BRACKET WELDED TENSION STOP IDENTIFIED O BY BOLTED -IN OUTSIDE --- INSIDE BEARING Fig 10 BARREL ASSEMBLY TENSION END DRIVE END BEARING WELD KEYWAY Fig 11r' ROTATING SHAFT RIGID DRIVE SHAFT WITH PINHOLE OR KEYWAY TOWARDS CENTER TENSION OF PIPE DRIVE SHAFT SHAFT 0 RIGHT HAND DRIVE 0 3l8" PINS SEVERAL INCHES DRIVE TENSION SHAFT SHAFT LEFT HAND DRIVE 0 0 Fig 12 3l8" PINS 7 300922-0007 . Rev 12/02/2011 www.overheaddoor.com 02011 Overhead Door Corporation STEP 6 BARREL AND HEADPLATE BRACKETS Slide drive end of barrel assembly through drive bracket bearing and tension end through tension bracket. Install set collars on shafts on outside of headplate brackets. When a hole is in the tension shaft, no set collar is used on tension shaft because the tension wheel must rest against tension headplate bracket. Secure tension wheel to tension shaft using a key or a pin as shown in Figure 13. The pin must fully engage the tension wheel which is against the tension headplate bracket. The distance between the headplate brackets should be the "S" dimension on the "Door Installation Data" sheet shown on Figure 2 on Page 4. Use proper lifting equipment and correct lifting procedure to avoid -injury. TENSION END DRIVE END BARREL SSEMBLY PIN TENSION WHEEL TENSION END SHAFT'=A Fig 13 STEP 7 LIFT HEADPLATE BRACKETS AND BARREL AND BOLT THEM TO GUIDE WALL ANGLES Use hex bolts to fasten headplate brackets to the inside of guide wall angle. Bolt heads must be on the inside of the headplate brackets. See Figure 14. Headplate brackets must be square to the wall and parallel. Use a level to make sure the barrel is level. Center the barrel between the headplate brackets with tension wheel against the outside of tension bracket and with set collar against outside of drive bracket. This will prevent barrel from moving sideways. Two set collars are required for drive headplate with cast flange bearing. Headplate brackets may have two or three mounting slots. Put flat steel washer under bolt head and under nut. STEP 8 DRIVE HEADPLATE ASSEMBLY Complete the installation of drive components. See Overhead Door 308042 for gear drive. See Overhead Door 300951 for chain and sprocket. The use of electric operator during installation of the door could result in death or serious injury. Do not connect power to electric operator until door installation is complete including hood and covers. Fig 14 8 300922-0007 Rev 12/02/2011 www.overheaddoor.com 02011 Overhead Door Corporation STEP 9 INSTALLATION OF CURTAIN See Figure 15 The Sling Method is recommended because rolling the curtain onto the barrel assembly on the floor can cause curtain damage. Sling Method requires flared guide angles to be removed at this time. Suspend the curtain below the barrel on two or more slings or ropes rated for the weight of the curtain shown on the "Installation Data" sheet. Fasten the top slat to sling/rope and rotate the barrel to bring the Top Slat into place. Center the curtain between the headplate brackets with pinned tension wheel against the headplate. If the barrel has rings, hold the top slat on the rings and make holes in the top slat aligned with holes in rings. Use drill/driver to attach top slat to rings with 3/8" round head Torx screws and washers provided. Set the drill/ driver clutch to minimum torque required to drive screws. DO NOT USE IMPACT WRENCH because it will strip the screw threads in rings. See Figure 17. If the barrel has studs, the top slat will have slots to attach to barrel. Hook curtain over studs and fasten with 5/16" round head screws and washers and TWO clamp washers provided. See Figure 16. Rapidly closing curtain could result in death or serious injury. Use slings/ropes and locking pliers on both guides to keep curtain in the open position until spring tension is applied to the barrel assembly. STEP 10 COMPLETE CURTAIN INSTALLATION Coil curtain completely onto barrel. If guides are flared, then bolt middle and outside angles to the wall angles as shown in Fig 5 on page 5. The guide gap must be set as shown in Fig 6 on page 5. Find the GUIDE GAP dimension on the "DOOR INSTALLATION DATA" sheet, see Fig 2 on'page 4. Place locking pliers on LH & RH guides at 2 to 3 inches below the top of the guides as shown in Fig 18. Create enough slack in the sling/rope so the curtain can be lowered into the guides and rest on the locking pliers. 5/16" x 1/2" long --_ / 5/16" flat washer round head screw I Two clamp washers required Weld stud 5"Fi 16 5 9 9 Curtain to ring self -tap 3/6" X 5/8" bolt, Torx T45 drive 3/6" Flat Washer N4 y I Y/ Guide Locking Pliers Fig 18 9 300922-0007 Rev 12/02/2011 www.overheaddoor.com 02011 Overhead Door Corporation Tension wheel is under high spring tension and could spin rapidly which could result in death or serious injury. Door must be open when adjusting spring tension. Use two winding bars 1/2" diameter steel rod, 2 to 3 feet long. STEP 11 LOCKTHE DRIVE INSIDE STOP BAR Using one or more of the options in this step: Clamp locking pliers on the drive sprocket or gear with the end of the pliers against the GUIDE OUTSIDE STOP BAR wall or lintel. Secure the hand chain on the mounted chain keeper. I rq.,. Lock the crank handle. I :4 STEP 12 I I I BLOCKING INSTALL CURTAIN STOPS PLIERS In guides are not flared, install bellmouth stops on guides as shown in Fig 19b. Be certain Fig 19athatthebackofthebellmouthisflushagainsttheheadplatebeforethenutsaretightened. If the guides are flared, slide each stop bar into the channel welded on the guide and install 3/8"cap screw per Fig 19a. STEP 13 APPLY INITIAL TENSION —Right hand drive shown, left hand opposite. Wind Tension Wheel in the direction shown in Figure 20. Apply the Initial Turns shown on the tension headplate decal and on the "Installation Data" sheet. After proper tension is applied, install the tension pin into the tension wheel adjacent to the tension stop. Use TENSION STOP two winding bars to allow the tension wheel to rotate until the pin is against the tension stop. See Fig 20. \ If reduction tension headplate assembly is required the factory will provide an Installation Instruction sheet. STEP 14 CLEAR RESTRAINTS Remove the drive shaft lock procedure(s) installed in Step 11. Remove slings or ropes. Remove the locking pliers from the guides. Clear the area in path of closing door. ' STEP 15 BEGIN TESTING Close and open the door five (5) times and evaluate the tension adjustment. A rolling door should snap into the head and barely tend to rise off the floor. It will also fall through the middle of its height. Large doors may require a 35 lbs. pull to raise with hand chain. A chain pull of up to 35 lbs. is permissible. NOTE: Instruct customers to use both hands to control both hand chains during the closing operation. Guide Fig 19b WINDING BAR Fig 20 Inside Bellmouth Stop 111 - 7-T! TURN WITH ARROWS TO APPLY INITIAL TURN 10 300922-0007 Rev 12/02/2011 www.overheaddoor.com 02011 Overhead Door Corporation STEP 16 ADJUSTTENSION WITH DOOR IN FULLY OPEN POSITION Use two winding bars to adjust tension one notch at a time to increase or decrease torque as required. Use locking pliers on guides during adjustment process. STEP 17 FINAL CHECK (to be completed before installing the hood) Verify through entire travel of the door that the endlocks or windlocks on the end of the curtain are not rubbing the headplate brackets. Operate door several times to check for problems. Check that the bottom bar is level in full down and full up positions and that curtain is not binding against back of guide. If curtain is level at bottom and not level at top, put shims between curtain and barrel on the low side. The guides may be lubricated with a paste wax or silicone spray. DO NOT USE GREASE. Verify good mechanical connection and tightness of fasteners, e.g., guides, headplates, set screws and roller chain link. STEP 18 HOOD INSTALLATION If hood supports are provided, snap a line across top of headplate brackets on the wall. Measure length of hood sections and locate hood support so the hood splice will fall on center of support. For exterior applications, a bead of caulk may be applied between the mating surface of the hood and the exterior wall in order to seal the hood. (Caulk not provided.) Attach hood to hood bands on headplate brackets (and to supports if provided) by drilling a 7/32" hole through hood and,band. Then secure with 1/4" dia. x 3/8" long self - tapping screws (four per bracket and four per support). See Figures 21 and 22. Fig 21 SECURE HOOD FLANGE TO WALL ATTACH HOOD — TO HOOD BANDS Fig 22 11 300922-0007 Rev 12/02/2011 www.overheaddoor.com 02011 Overhead Door Corporation STEP 19 " PRODUCT SAFETY INSTRUCTIONS The door installer has the following responsibilities: Find labels in hardware box. Attach Product Safety Label 301603 as directed on label. Attach Hand Chain Safety Label 308126 to wall at eye level adjacent to hand chain, when applicable. Demonstrate to the door user the correct way to control the closing speed of the rolling door with crank, hand chain or push-up operation; show that two hands should be used to control the hand chain. Inform the door user about the following requirements from ANSI Z535.4: "Product safety labels should be periodically inspected and cleaned by the product user as necessary to maintain good legibility'" The product user should order replacement safety labels from the door manufacturer as required to maintain legibility. Electric operators must be installed on the door in accordance with the instructions from the manufacturer of the operator. Doors with sensing edge must have Safety Label 607873 attached to the bottom bar and at eye level on the drive side guide or jamb. STEP 21 CHAINKEEPER Attach to wall or door guide assembly. Instruct door users to wrap hand chain as shown in Figure 24. IN PATH (1) r (3) Fig 24 A WARNING 0 NOT close door doorwayuntil MOVINGdoor could result in death . serious injury I 0 Pull han17, chain slowly and steadily, DO NOT exceed 35 pounds of pulling force. Maintain control of hand chain as the door opens and closes. DO NOT release control of hand chain until door is fully open or fully closed. Should the hand chain pull force exceed 35 pounds, contact a trained door system technician for door repair and adjustment as soon as possible. Secure hand chain in chain keeper after opening door. Atbch the label to ..4 r-t to host hand dui. D NOT repant ovemove. cove[ or r ttn label The Genuine. The Original. 07/31120M 308126-0001 Fig 23 A WARNING 0 MOVING door could result in death or serious injury Do NOT close door until doorway is clear. 1. Control the closing speed of crank, hand chain or push- up operated doors. 2. Do NOT stand or walk under door while door is moving. 3. Keep doorway clear and in full view while operating door. 4. Do NOT allow children to operate door. 5. Unlock door before opening door. 6. Motor operated doors with sensing edge should be tested frequently. 7. Doors that do not open or dose must be repaired by a trained door system technician. Place label at a readable height on door drive side guide or Iamb. Do NOT remove, cover, or paint overlabel Product user should inspect this label periodically for legibility, and should order a replacement label from the door manufacturer as needed The Genuine. The Original. 0110--NN i 1011wT301603- 0003 12 300922- 0007 Rev 12/02/201 1 www.overheaddoor.com 02011 Overhead Door Corporation NOTES (UNLE33 OTHERW13E 3PECFIED) ENSIGN 1 DE NATOANDTEST D INCOli K FESSI KAEN 1 EEWAeLDGCOOEAND WTEEI O T Y FOR VEM RLDG CODE MLOFES D CCW ENGINEERS SEAL RLOVIDEDON-Y FOR VEPoFICATION OF WIID LOAD CONSiRUCigN DETAXS 2 VIAL ANGLES MAY BE WEIOED TO STEEL Y1 KUG ELDS IN THE IEADPLATE WALL ANGLE SLOTS TIE THICKNESS OF THE ANGLE OR FILLET WELO AT TIE IEEL AND TOE OF TIE WALLANGLE T LONG AT EALH S-EOFIED IOLT LOCATION. TO HOLD THE LOADS LISTED N THE GUIDE WILE 31 YIP) = NEGATIVE W NDLOAD OAR) = POSITIVE WSNDLOAD CURTAIN A SEE CHANT FOR DESIGN PRESSURE E WNO1.0"I ATIACIED TO EACH SLAT(CONIINUOLS) 6 ASTM A-36, GUIDE ANGLE MATEFW 7 DIMENSIONT'FORZ-GUIDEASSEMRLYISME,ISUREDFROLIWA1L - - ANCHOR CENTERLINE TO EDGE OF WAL1 ANGLE 007. 1THISDOORISCAPABLEOFNTERIOROREXTERIORBAR MOUNTNG ° WEATHERSTRIP 316 151 CQIii12U0US WWDLOCIL RTNI PN MUST RE ENGAGED FOR DOOR TO WITHSTAND DESIGN LOADS- STORM PIN DETAIL NrGrr MlR(aw wvN r r Hoop GLIDE I 10 SHOYINI 3R MAX OPENINGSTORM PN 2PL SECTION'AJC E- GUI IAIDF2EL— 1GA 25T WF- XS FRONT SLIT 22 MCKCOYER 21GA S' 1' 2Le OENSTTI' FFIMEDWPoACEYU E HAKE 1FJ7 F- 265 SLAT GAUGE OPIIONLS 11 FIR SLAT GAUGE OPTIONS n, M,11 Sq N c e 1175 ANGLE 15 STATE OF .; i lcs•(pR1Qp'j;:. MARK A. fAWEK1 PE FL E1 OVERHEAD CORPORATION r 2501 SOUTH STATE HWY 121 BUSINESS LEWISV[LE U 75067 i MIVMUM EDGE gSTANCE STRUCRIRAL STEEL 1 REACTIDN 3000 PSI CON.0 / MOMENT" YOIE 1 PS SUP CURTAINI1.rlOWKt ICLT7 ET w501(1Y ANLNOR PARALLEL PARAL L FORCE INIXWAL ASSEM/IY BOLT WWDLOC[ FpLCE ( N0.1 FORCE WRIOR I - E1iUDE (.WL) FFJ oOFRt Z-GUIDE I Y2RIipRLf1012 iunATUITv TO 11A ODS.— ."TO I—DT1 DOORCORP Nl D[ t AREN p{.. LLFRBVN mmlx OES LEWSMlE 1FY/ 5 uIDLa-: sAw I rxnl2 HIGH PSF WINDLOAD SERIES610, m wrs; xc daFS, SEE NOTES 620, 625 F265, RIP SLATS 81•J SEE NOTES D cwo 308573 101 EV 101SGNEI LON I SLEET I OF I tip: la • e i n nE-CESVE ,rc t/ < A r CITY OF SANFORD n UG 2 1 2017 G BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: M- 07.E , 3 Documented Construction Value: $ 1,000,000 Boulevard Shopping Center Job Address: 300 West Lake Mary Blvd., Suite 300 - Sanford, Florida 32773 -Historic District: Yes No x Parcel ID: 11-20-30-518-0000-0050 Residential Commercial x Type of Work: New Addition Alteration 10 Repair Demo x Change of Use x Move Description of Work: Landlord interior demolition, selective exterior demolition, and shell modifications for future LA Fitness tenant. LA Fitness tenant work will immediately follow shell work, under a separate client and permit. Plan Review Contact Person: Kevin Cliff, Schroeder Architects Title: Project Manager Phone: 678-904-4998 Fax: N.A. Email: KCliff(schroedeF-architects.com AQ Property Owner Information np Name v l Phone: L M4aV211n)) Street: 2121 E. Semoran Blvd. Resident of property? : Unoccupied. City, State Zip: Apopka, Florida 32703 Contractor Information Name Not selected at this time. Submitting for plan review only. Phone: Street: City, State Zip: Fax: State License No.: Architect/Engineer Information Name: Schroeder Architects, David Schroeder Phone: 404-733-2626 Street: 3118 E. Shadowlawn Ave. NE City, St, Zip: Atlanta, Georgia 30305 Not applicable. Submitting for plan Bonding Company: review only. Address: Fax: E-mail: David@schroeder-architects.com Not applicable. Submitting for plan Mortgage Lender: review only. 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 S Y NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will 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. ygnature of,0wner/ g Date PRrve 2 6c CAi-- Pnnt caner/Agent's Name Signature of Notary -State of Florida Date DONNA JMOOSER ri YNotarypublic — State of Florida commission # GG 067002 My Comm. Expires Feb 19.2021 9 through Natlonat Notary Aun. Own own to Me or Produced ID Type of ID 11111111 ignature of Contractor/Agent Date .• jAt tOH'•, i t' o US got t NOT4A" Z = c1 n z ,ass . PrrM gtsame r : rnt Q r A. 8L1G Signature of Notary -State of Florida Date /COUM"1` filSigned by Schroeder Architects as Agent. 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: 0 02,E Occupancy Use: 4 r< < w 6 /i Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load:-m- r--- # of Stories: owd' 2Clt'). c1U New Construction: Electric - # of Amps 9 Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: ex A.Cp lv'ccp _µix UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF l t uilding & Fire Prevention DivisionSANF' RDPERMITAPPLICATION FIRE DEPARTMENT Application No: 5 Dflcuirierited Cbiistriictioii Valii : S y 5, 000 Job Address: JW 1 akZ M(A &Jj Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition Alteration[] Repair Demo Change of Use Move DesclPiption of Work: Mi" -- cL sQ() n oer s AcAx_M pt c N EPA - Yl t Plan Review Contact Person: Title:LIQ0EC Phone:' G 2102 n I q 2 Fax: Email: OUJJuca PC( rotipa ri ce . c.Zr,-\ Property Owner Information Name - Phone: ( D Street: 1(a l M i C.1f 6 &n LDf , Su 1 15- p 00 Resident of property? City, State Zip: ky l cw l CA q 2(Q(2 `© ' ' N — Cowl Contractor Information 0 Name MaflUe i -T ((D)O-e- P,hone: 51 2Co2 D (G C Street: 3IaS J)jP rjec-&)n , 01 ,, 4205 Fax. City, State Zip: TGYY1P:1, fG '%(o 2J61 State License No.: -D0000S Architect/ Engineer Information Name: Phone: Street: Fax: City,. St; Zip: E-mail: f 1 V Bonding Company: Mortgage Lender: I I Address: Address: I Q CIO WARNING TO OWNER: YOUR FAILURE TO.RECORD'A NOTICE OF COMMENCEMENT MAY RESULT IN'YOUR PAYING fV' fI E FOI2 IMPROVEMENTS TQ Ydtk- PROYE]kTY. A N(XTIICE Of C09NCEMEliT' 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 alllaws regulating construction ill this jurisdiction, si separate permit must be secured, for electrical work, plumbing; signs; weUs, 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: 61 Edition (2017) Florida Building Code Revised: January 1, 2018 [-- ' e— F Pemut Application NOTICE: Im addition to the requirements of this permif, there may be additional restrictions applicable to this property they 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,platrreview charge and..will', be conside eckhe estiimted construction value of the job at the time of submittal. The actual- construction value will be figured based on the current ]CC Valuation' Table in effect at the time the permit is issued,- in - accordance with local ordinance. 'Should calculated•charges figured off the executed •contract, exceed the actual 'construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of•Owner/Agent Print Owner/Agent's Name Date 3 1 2 [, S" lure of.Contractor/Agent Date ManuP 1 -I- Oe (noe . Print Contractor/Agent's Name Sa 312 18 Signature of Notary -State of Florida Date Signahue o Notary -State of lorida _ Date SAMANTHA MORALES c. ; Notary Public - State of Florida My Comm. Expires Apr 27, 2013' oµ,, Commission # FF 1779F`` Owner/Argent is PersomUy Known -to Me or Contras r! ....... `. BeBo d rou h Nat n I Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Me or Peritbits-Requfred: 13uildiag.[I- Elec`tricalG. MechmfcalC> fiuftib[hgC]. :©aso_ Roof'Q Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire.Sprinkler Permit: Yes No 0• # of flea& APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures FIRE Fire AFarm Permit: Yes-0- No 0• WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application LIMITED. POWER: OF A'T'TORN:' Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I •herebyyname -and appoint: an agent of.cA m ne 1 e T(Vtc(Al Liil LUG Name of Company) to be my lawful 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): t% The specific'perinit-and application.,fonwork located at: Street Address) Expiration Date for This Limited Power of Attorney: 212 2-D it License Holder Name: 'Manus) T Pe_ cpn-e- State License Number: Signature of License H STATE OF FLORIDA I COUNTY OF \\ The foregoing iiistiVrrient was ackiiowledged before me this a day of M&Ajh—, 266", by (YlwLo 7 Pzyya,_e who isz?personally known to me or who has produced identification and who did (did not) take a oath. ignature Notary Seal) SAMANTHA MORALES alb(.% g . Notary Public - State of Florida My Comm. Expires Apr 27, 2019 or Commission # FF 1779 FO,`, Bonded Through National Notary Assn Rev. 08.12) m 4 Print or type name Notary Public - State of fl1)Y A Commission No. My Commission Expires: PeR CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 DATE: 3 ERMIT NUMBER: / 7 BUSINESS/PROJECT NAME: r+, ADDRESS: CONTACT NAME: W A \\M PLAN REVIEW ORMATION STRUCTION [ ]C/O [ ] FIRE A RM4FIRE SPRINKLEDNO HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: TOTAL FEES: iso rT1f i YMAR 1u ,V MATERIAL SUBMITTAL PERMIT CONTRACTOR: PERRONE FIRE PROTECTION, LLC P.O. BOX 10208 TAMPA, FLORIDA 33679 OFFICETELEPHONE: 1-813-262-0192 PROJECT: L. A. FITNESS 300 W. LAKE MARY BLVD. SANFORD, FL. Reviewed BY; cam• Sanford F ate: " m Plans Received 11 201 k By Fire M . Rigidlite° Coupling LOK The Gruvlok° Figure 7400 Rigidlite Coupling is specially de- signed to provide a rigid, locked -in pipe connection to meet the specific demands of rigid design steel pipe. Fast and easy swing -over installation of the rugged lightweight housing produces a secure, rigid pipe joint. The Figure 7400 Rigidlite Coupling is UL/ULC Listed, LPCB, VdS and FM Approved for fire protection service in both wet and dry systems, with roll grooved or cut grooved steel pipe prepared in accordance with Gruvlok grooving specifications. Working pressure ratings shown are for reference only and are based on Schedule 40 pipe. For the latest UL/ULC listed, LPCB, VdS and FM Approved pressure ratings versus pipe schedule, see www.anvilintl.com or contact your local Anvil Representative. The Figure 7400 Rigidlite Coupling with a Pre -Lubricated Grade E" EPDM, Type "A" gasket (coupling is easily identified by purple nuts) is intended for use in fire protection systems installed in accordance with NFPA Standard 13 "Sprinkler Systems". Y&WIL COUL FM I'LPM") VCJS LEM APPROVED For Lismngs/Approval Details and Lmitanons, visit our website at www anwhntl com or contact an Anvil' Sales Represenlanve Available galvanized When ordering, refer to product as FP7400. MATERIAL SPECIFICATIONS HOUSING: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 ANSI BOLTS & HEAVY HEX NUTS: Heat treated, oval -neck track head bolts conforming to ASTM A-183 Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts of carbon steel conforming to ASTM A-563 Grade A or Grade B, or J995 Grade 2 Bolts and nuts are provided zinc electroplated as standard. METRIC BOLTS & HEAVY HEX NUTS: Heat treated, zinc electroplated oval -neck track head bolts made of carbon steel with mechanical properties per ISO 898-1 Class 8 8. Hex nuts and bolts are zinc electroplated followed by a yellow chromate dip. COATINGS: Rust inhibiting paint Color: ORANGE (standard) Hot Dipped Zinc Galvanized (optional) Other available options: Example: RAL3000 or RAL9000 Series For other coating requirements contact an Anvil Representative. LUBRICATION: Standard Gruvlok Gruvlok XtremeT" required for dry pipe systems and freezer applications. GASKETS: Materials Properties as designated in accordance with ASTM D-2000. Pre -Lubricated Grade "E" EPDM, Type A Gasket (Violet color code) 40°F to 1507 (Service Temperature Range)(-40°C to 66°C) Recommended For wet and dry (oil free air) pipe fire protection sprinkler systems. For dry pipe systems and freezer applications, Gruvlok XtremeTM Lubricant is required. Grade "EP" EPDM (Green and Red color code) 407 to 2507 (Service Temperature Range)(-40°C to 121'Q Recommended for water service, diluted. acids, alkalies solutions, oil -free air and many other chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. GASKET TYPE: Standard C Style Flush Gap PROJECT INFORMATION Project: APPROVAL Approved Address: E] Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 Rigidlite°- Coupling L INLOK ANVIL° FIGURE RIGIDLITEO COUPLING Nominal Pipe Max. Max Range of Coupling Dimensions (oupling Bolts Specified Torque § Approx. Size O.D. Working Pressured End Load Pipe End Separation X Y Z Oty. Size Min. Max. Wt. Ea. In./DN(mm) In./mm P51/bor Lbs./kN In./mm In./mm In./mm In./mm In/mm ft-Lbs.4in Lbs./K 1'/4 1.660 300 649 0'/32 21/8 43/4 13/4 2 x 2'/4 30 45 1.3 31 1 422 207 1 289 0079 67 121 1 44 1 Mlox 57 40 60 06 1' h 1900 300 851 0-'/32 22/e 42/e IY4 2 Ye x 2'/4 30 45 1.4 40 483 207 378 0.079 73 124 44 MIOx57 40 60 06 2 2 375 300 1,329 0-'/32 3'h 5'/2 13/, 2 3/8 x 2'/4 30 45 16 50, 603 207 591 0079 83 140 44 MIOx57 40 60 07 2'/ 2 2 875 300 1,948 0—'/32 3% 6 13/4 2 3/e x 2 i 30 45 1.9 65 730 20.7 866 0-079 98 152 44 M 10 x 57 40 60 0 9 3 0 D 2996 300 1,115 0137 4 5/e 1% 2 ix7% 30 45 19 76.1 76.1 20.7 9.41 0-0.79 102 149 44 MI ox 57 40 60 0.9 3 3. 500 300 2,886 0-/32 4/2 63/4 13/4 2 3/e x 23/4 30 45 2.1 80 689 207 1284 0-079 114 171 44 MIOx70 40 60 10 4 4. 500 300 4,771 0.3h2 51/8 73/4 12/e 2 x 2 1 30 45 3.1 100 1143 207 2122 0-238 143 197 46 M10x70 40 60 14 5%0. 0 5.500 300 7,127 03/2 6314 9% 1 2 6x3 80 100 45 139.7 139.7 20.7 3170 0-2.38 171 235 51 MI 2 x 76 110 150 2 0 5 5. 563 300 7,292 0-3/32 62/e 91/4 2 2 x 3 80 100 4.6 125 1413 207 3244 0.238 175 235 51 M 11 x 76 110 150 2.1 6% 0 D. 6 500 300 9,955 01i3; 7'/, 105 1 1 h x 3 80 100 55 165 1 165.1 20.7 44.28 0-2.38 200 264 51 MI 2 x 76 110 150 2 5 6 6. 625 300 10,341 0.3/32 72/8 103/8 2 2 2 x 3 80 100 5 5 150 168 3 207 4600 0-2 38 200 264 51 M 11 x 76 110 150 25 8 8. 625 300 17,528 0.3/32 10'/4 123/4 23/e 2 1/7x 3'/2 80 100 8 4 200' 2191 207 7797 0-2 38 260 324 60 M 12 x 89 110 150 38 7400 Grade " EP" EPDM gasket is required for use in copper system Range of Pipe End Seperaton values are for roll grooved pipe and may be doubled for cut groove pipe For additional Bolt Torque information see Technical Data Section Working Pressure Ratings are for reference only and based on Sch 40 pipe For the latest UL/ULC, FM, VdS and LPCB pressure ratings versus pipe schedule, please visit onwhntl corn or contact your local Anvil Representative. Other sizes available, see Gruvlok Catalog or contact an Anvil Representative A WARNING For dry pipe systems and freezer applications lubrication of the gasket is required, Gruvloke Xtreme— Lubricant is required. FP-4. 12 Fig. 65 and Fig. 66 Reversible C-Type Beam Clamps 3/4" and 11/4" Throat Openings Size Range — (Fig. 65 and Fig. 66) 3/8", 1/2" and 5/8" rod Material — Carbon Steel with hardened cup point set screw and jam nut Function — Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (Fig. 65) or 11/4" (Fig. 66). Features — All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with the set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada (WL). Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet 13, 3/8" rod will support 1/2" thru 4" pipe, 1/2" rod will support 1/2" thru 8" pipe. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish — Plain Note — Available in Electro-Galvanized and HDG finish. Order By — Figure number, rod size and finish Fig. 65 Patent #4,570,885 Fig. 65 Dimensions • Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* WtJ100 3/8 13/16 3/4 1 7/16 1 610 28 1/2 11h 3/4 1 9/16 11/4 1130 55 5/8 11/2 3/4 1 ' 9/16 11/4 1130 55 Max. loads for clamp with set screw in up or down position. Fig. 66 Dimensions • Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* WtJ100 3/8 13/16 11/4 1 7/16 1 610 28 1/2 11/2 11/4 1 9/16 11/4 1130 55 5/8 11/2 11/4 1 9/16 11/4 1130 55 Max. loads for clamp with set screw in up or down position. Component of State of California OSHPD Approved C L US Lima Restraints System OFFICEIMANUFACTURING FACILITY - 1375 SAMPSON AVE - CORONA, CA 92879 - PH 951.737 5599 - FAX 951 737 0330mCUSTOMERSERVICE - 800 786 5266 www.taka.com E)POTTER The Symbol of Protection 5O A,)* These vibrating type bells are designed for use as lire. burglar or general signaling devices. They have low potser consumption and high decibel ratings. The unit mounts on a standard 4" (101 nmm) square electrical box for indoor use or on a model 13BK-I %\catherproof backbo\ or 1313X-1 deep x%eatherprool'backbo.x for outdoor applications. Weatherproof backboa model 13BK-I. Stock No. 1500001. BELLS PBA-AC & MBA -DC UI„ UI,C, and FRI Approved Sizes Available: 6" (150nmm). 8" (700mm) and 10" (250nmrt) Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) 400 to 150OF (400 to 66°C) Outdoor use requires weatherproof'backbox.) Termination: AC Bells - 4 No. 18 AWG stranded \\ ires DC Bells - Terminal strip Finish: Red powder coating Optional: Model BBK-I \ealhcrprool'backbos Model 1313X-1 deep weatherproof'backbox Notes: I. Minimum d13 ratings arc calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30' to I50°I' (-340 to 660C). 2. Typical d13 ratings are calculated Isom measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. 3. ULC only applies to M13A DC bells. Size inches min) t Voltage Model Number Stock Number Current Max.) Typical d13 at I011. (3m) (2) Minimum dB at 10 ft. (ant) (I) 6(150) 12VDC M13A126 1750070 12A 85 76 8(200) 12VDC M13A128 1750080 12A 90 77 10(250) 12VDC M13A1210 1750060 12A 92 78 6050) 24VDC MBA246 1750100 06A 87 77 8 (200) 24VDC MBA248 1750110 06A 91 79 10 (250) 24VDC MBA2410 1750090 06A 94 80 6 (150) 24VAC PRA246 1806024* 17A 91 78 8 (200) 24VAC PBA248 1808024* 17A 94 77 10 (250) 24VAC PBA2410 1810024* 17A 94 78 6 (I50) 120VAC PBA 1206 1806120* 05A 92 83 8(200) 120VAC 1313A1208 1808120* 05A 99 84 10 (250) 120VAC 1)13A 12010 1810120* 05A 99 86 All DC bells are polarized and have built-in transient protection Does not have UI-C listing AWARNINGt In outdoor or %set installations. bell must be mounted with weatherproofbackbov BBK-I or BBX-I. Standard electrical boxes will not provide a weatherproofenclosure. Iflhe bell and/or assembly is exposed to moisture. it ntay fail or create an electrical hazard. Potter Electric Signal Company. LLC • 2081 Craig Road. St. Louts. MO.63146-4161 • Phone- 800-325-3936/Canada 888-882-1833 • x\wt\.pottcrsignal coin PRINTED IN USA NIFG 95400776 - REV Y PAGE 1 OF 2 5 u8 E)POTTER The Symbol of Protection Bells Dimensions Inches (mm) Fig I 10 115o) 200) 6. I 15o) I l7 I I J '_ I1nG- I (R) D'1 771.-1 Weatherproof Backbox Dimensions Inches (mm) Fig. 2 Box has one threaded 1/2" conduit entrance Sii OIlihl Fj 1 I S R L fill IIIRI Wiring (rear vieA Fig. 3 A.C. BELLS BELLS PBA-AC & MBA -DC HITI (IN) N HITT (OUT) 0 FROM (UV IR(IL PANrL UR PRI_(A DIM. HI -I L, 0 IIL\l A I IV I Co", A HTIONIIrNrLl l-nll(AL tiUI I R\ ltil(IN I1 RrQiTi RrU Iltir: IN AN[) OIJI LI NIDAM lHUN N NOTI 1 I \\ HrNI1SINl,Al I1rLLSTrR1.IIVATI'L\('III\1R,1\\IRr STR\R.%TrL)ArTrRLASTIIrLL rND- OF-LINIt RrSI\TOR I\ NOl Rr1J111Rrf)U\ A( 13r LLS Installation I. The bell shall be installed in accordance with NFI A13. 72. or local AH.1. The top of the device shall be no less than 90" AFF and not less than 6" below the ceiling. 2. Remove the gong. 3. Connect \wing (see Fig. 3). d. Mount bell mechanism to backbos (bell mechanism must be mounted with the striker pointing down). 5. Reinstall the gong (be sure that the gong positioning pin. in the mechanism housing. is in the hole in the gong). 6. - test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority ha\ ingjurisdiction). WARNING` Failure to install striker do\\n will prevent bell from operating. PRINTED IN USA NII'G d5400776 - REV Y PACE 2 OF 2 5/ os 300 lb. VWIIP UL/FM Butterfly Valves Fire Protection Valve • Grooved Mechanical Style • Nylon Coated Ductile Iron • Extended Neck • Elastomer Encapsulated Disc * Accepts Internal Supervisory Switches 300 PSI/20.7 Bar Non -Shock Cold Water 21/2' - 8" 175 PSI/12.1 Bar Non -Shock Cold Water 10" UL/ULC LISTED • FM APPROVED • 21/2" - 10" UL LISTED FOR INDOOR AND OUTDOOR SERVICE • CALIFORNIA STATE FIRE MARSHALL APPROVAL NO 7770-1243-101 - APPROVED BY THE NEW YORK CITY MEA 9-97-E WITH APPROPRIATE NYC INDICATOR MATERIAL LIST PART SPECIFICATION 1 Upper Stem Stainless Steel ASTM A 582 Type 416 2 Upper Bushing PTFE Bronze Slntered on Steel 3 T" Rlno Buna-N 4. Body Ductile Iron ASTM A 395 with Polvmlde Coatlna 5. Disc Ductile Iron ASTM A 395 with EPDM Encapsulation 6 Lower Bushing PTFE Bronze Slntered on Steel 7. Lower Stem Stainless Steel ASTM A 582 Type 416 8 Dust Plug PVC 9 Nameplate Aluminum 10 Gear Operator Cast Iron and Steel 11 Indicator Flag Cast Iron 12 Handwheel Cast Iron 8N version has two factory mounted internal supervisory switches. 9N version is pear operated only Uses NIBC0 model NTS-4 Switch Kit. Polymide coating has NSF certification. DIMENSIONS—WEIGHTS—O.UANTITIES GD-T 10" not shown) Dimensions Size A B C D E F G H In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. 2'/2 65 2 88 73 272 69 031 8 063 16 385 98 242 61 1194 303 2 91 74 30 D 76 300 76 2 B4 72 031 B 063 16 385 98 242 61 1194 303 291 74 3 BO 3.50 89 334 85 031 8 063 16 385 98 286 73 1248 317 291 74 4 100 450 114 4 33 110 0.38 10 063 16 456 116 384 98 1418 360 291 74 5 125 556 141 539 137 038 10 063 16 586 149 4 79 122 1517 385 291 74 6 150 663 168 645 164 038 10 063 16 586 149 573 146 17 54 446 291 74 6 0 D 165 651 165 632 161 038 10 063 16 586 149 573 146 17 54 446 291 74 8 200 863 219 844 214 044 11 0 75 19 526 134 771 196 1942 493 291 74 10 250 1075 273 1056 268 050 13 075 19 629 160 956 243 2403 610 3.90 99 Dimensions Size J K L M N P Q R Weight In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. Lbs. Kg. 21/2 65 3 54 90 2 13 54 582 148 567 144 4 19 106 3 25 83 59 150 346 B8 22 10 0 30 0 76 3 54 90 2 13 54 582 148 567 144 4 19 106 325 83 59 150 346 88 22 104 3 80 3 54 90 2 13 54 582 148 594 151 4.44 113 354 90 59 150 397 101 23 104 4 100 3.54 90 2 13 54 7 64 194 6 31 173 5 33 135 4 35 110 59 150 503 128 28 12.7 5 125 3 54 90 2 13 54 7 64 194 7 32 186 5 83 148 4 84 123 59 150 627 159 31 14 1 6 150 3 54 90 2 13 54 7 64 194 B 62 219 7 11 181 593 151 59 150 7 25 184 41 1136 6 0 D 165 3 54 90 2 13 54 7 64 194 B 62 219 7 11 181 593 151 59 150 7 25 184 41 1 B 6 8 200 3 54 90 2.13 54 7 91 201 9 BO 249 805 204 687 174 98 250 925 235 53 24 1 10 250 398 101 303 77 949 241 11 61 295 9 86 250 9 17 233 11 8 300 11 25 286 88 400 C UL US LISTED F nn APPROVED GD-4765-8N* Grooved 21/2" thru 8" m NIBCO INC WORLD HEADQUARTERS - 1516 MIDDLEBURY ST - ELKHART, IN 46516-4740 - USA - PH 1 800 234 0227 TECH SERVICES PH 1 888 4464226 - FAX 1 888 336 4226 - INTERNATIONAL OFFICE PH +1 574 2953327 - FAX +1 574 295 3455 www nibco com E)POTTER The Symbol of Protection U.S. Pat. No. 3921989 Canadian Pat. No. 1009680 Other Patents Pending Potter Electric, Rd., 1990 GENERAL INFORMATION The Model VSR-F is a vane type waterflow switch for use on wet sprinkler systems. It is UL Listed and FM Approved for use on steel pipe; schedules 10 through 40, sizes 2" thru 8" 50mm thru 200mm). LPC approved sizes are 2" thru 8" (50mm thru 200mm). The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic re- tard The switches are actuated when a flow of 10 gallons per minute (38 LPM) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. ENCLOSURE: The unit is enclosed in a general purpose, die- cast housing. The cover is held in place with two tamper resis- tant screws which require a special key for removal. A field in- stallable cover tamper switch is available as an option which may be used to indicate unauthorized removal of the cover. See bulletin no. 5400775 for installation instructions of this switch. VSR-F VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD U L, ULCandCSFM Listed, FM and LPCBApproved, NYMEA Accepted, CE Marked Service Pressure: Up to 450 PSI (31 BAR) Minimum Flow RateforAlarm:1 OGPM (38 LPM) Maximum Surge: 18 FPS (5,5 m/s) Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive Conduit Entrances: Two knockouts provided for 112" conduit Environmental Specifications: Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. NEMA 4/IP54 Rated Enclosure - use with appropriate conduit fitting. Temperature Range: 40oF/120oF, 4,5°C/49°C Non -corrosive sleeve factory Installed in saddle. Caution: This device is not Intended for applications in explosive environments. Sizes Available: Steel Pipe schedules 1 Othru 40, sizes 2" thru 8" BS 1387 pipe 50mm thru 200mm Note: For copper or plastic pipe use Model VSR-CF. Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit, Stock No. 0090018 INSTALLATION: See Fig.2 These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be in- stalled within 6" (15cm) of a fitting which changes the direction of the waterflow or within 24" (60 cm) of a valve or drain. Drain the system and drill a hole in the pipe using a circular saw in a slow speed drill. The 2" (50mm) and 2 112" (65mm) devices require a hole with a diameter of 1 1 /4" + 1 /8" - 1 /16" (33mm t2mm). All other sizes require a hole with a diameter of 2" t1/8" 50mm t2mm). Clean the inside pipe of all growth or other material for a dis- tance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterflow. Install the saddle strap and tighten nuts alternately to an eventual 50 ft-lbs. (68 n-m) of torque (see Fig. 2). The vane must not rub the inside of the pipe or bind in any way. Specifications subject to change without notice. Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • www pottersignal.com PRINTED IN USA MKT #8800001 -REV W PAGE 1 OF 2 MFG #5400761 - 7102 E)POTTER The Symbol of Protection FIG. 1 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL 110OA CAUTION: An uninsulated section of a single conductor should not be looped around the termi- nal and serve as two sepa- rate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. FIG. 2 OPTIONAL TAMPER SWITCH RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) FOR DESIRED TIME DELAY. USE THE MINIMUM AMOUNT OF RETARD NECESSARY TO PREVENT FALSE ALARMS. A "B" SETTING IS USUALLY ADEQUATE FOR THIS FACTORY IS SET TO "B" TO INSTALL, DRILL HOLE AS INDICATED PIPE SIZE HOLE SIZE 2" to 2 1/2" 1 1/4" +1/8" -1/16" 50mm to 65mm) 33mm t2mm) 3" to 8" 2" f 1 /8" 80mm to 200mm) 50mm 32mm) Cover Tamper with cover in place) n A DIRECTION OF WATERFLOW C NO NC TAT) ( m) (mo) DWG #761-30 O VSR-F VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME C^-7 TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL 5OF7.-1_BS (68 n-m) OF TORQUE MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW APPROX RETARD SETTINGS (IN SECS.) 0 0 A 10-25 B 20-AO C 35-55 D 50-70 E 60-90 FIG. 3 TYPICAL ELECTRICAL CONNECTIONS NOTES FIG. 4 1. The Model VSR-F has two To remove knockouts: Place switches, one can be used to screwdriver at edge of knock- 2 Y,s OF operate a central station, pro- outs, not in the center. E" OP" °',A ra win prietary or remote signaling unit, while the other contact is used to operate a local audible r s r r N: or visual annunciator. 2 A condition of LPC Approval of ON Nt AN, o ,M,E OC this product is that the electri- ARE FOR OR NOT ACaNME CD . voN AM AVMY W4+OM. XLL cal entry must be sealed toy n< CONTAM A on AAC exclude moisture. ON ,NE OEVCE 15 .. p4 Tom,_, NOAY CMCMD L 3. For supervised circuits see Switch Terminal Connec- tions" drawing and caution note (Fig. 1). APPLICATION WARNING! Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times, waterflow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. TESTING The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-F is not recommended or advisable. A minimum flow of 10 gpm (38 Lpm) is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. PRINTED IN USA MKT, #8800001 - REV W PAGE 2 OF 2 MFG. #5400761 - 7/02 September 17, 2013 Miscellaneous 906a 41MN4 WATER AND AIR PRESSURE GAUGES The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-6464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking Pressure Gauges give visual indication of the water or air pressure available to the fire protection sys- tem 2. LISTINGS AND APPROVALS UL Listed - VEVX ULc Listed - VEVXC FM Approved - Pressure Gauges 3. TECHNICAL DATA Connection: 1/4" NPT Working Pressure - Water Gauge 300 psi (20.7 bar) Air Gauge: 80 PSI (5.5 bar) Maximum Pressure- Water Gauge: 300 PSI (20.7 bar) 10 e ` 1 0 '' 9 30 40 50 9 100 200 VI 20 VIId 60 50 r 250 10 O 70 co ( V vATER AIR 80 V% 300 ED IF Q W Water Pressure Gauge Air Pressure Gauge Water Gauge: 600 PSI (41.4 bar) Air Gauge: 250 PSI (17.2 bar) (Air gauge includes a "Retard Zone" between 80 and 250 PSI) Material Standards Case: ABS (Acrylonitrile Butadiene Styrene) Window: Polycarbonate Dial- Black Figures on White Background Pointer: Black, Aluminum Movement: Suspended Spring with Polyester Segment Bourdon Tube- Bronze Socket Brass, Soft Soldered Ordering Information Available since 1977. 300 PSI (20 7 bar) Water Pressure Gauge - VWATERSF 600 PSI (41.4 bar) Water Pressure Gauge - VWATERSF600 250 PSI (17.2 bar) Air Pressure Gauge - VAIRSF Viking Technical Data may be found on The Viking Corporation's Web site at http-//www vikinggroupinc com. The Web site may include a more recent edition of this Technical Data Page. 4. INSTALLATION 1. Gauges are to be installed in accordance with the latest published standards of the National Fire Protection Association or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards whenever applicable 2. Gauges must be handled with care. They must be stored in a cool, dry place in their original shipping container. Never install gauges that have been dropped or damaged in any way Such gauges should be destroyed immediately. 3. Adequate heat must be provided where gauges are installed. 4. The gauges must be protected from mechanical damage. Install the gauges according to the following steps: a. Apply a small amount of pipe -joint compound or tape to the external threads of the gauge only. Take care that no joint com- pound is allowed into the orifice of the gauge b Turn the unit clockwise to thread the gauge into the 1/4" (6.4 mm) NPT connection of the fitting. DO NOT over -tighten the gauge. 5. AVAILABILITY The water and air gauges are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation 6. GUARANTEES For details of warranty, refer to Vikmg's current list price schedule or contact Viking directly Form No. F_052197 Revised page replaces page 906a-b dated May 11, 2012. Added 600 PSI Water Gauge and Updated Figure 1 Dimensions.) Miscellaneous 906b September 17, 2013 1 WATER AND AIR PRESSURE GAUGES The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1-3/16" C30,21 04" 1101,61 V ® 2-13/16" C71,41 Li 15/32" E11,91 Figure 1 - Gauge Dimensions Dimensions Apply to Air and Water Gauges) Form No. F_052197 Revised page replaces page 906a-b dated May 11, 2012. Added 600 PSI Water Gauge and Updated Figure 1 Dimensions.) 90° Elbow ANVIL SPF/RNVIL it• O.D. Nominal Max. CenterO.D. Working Approx. Size Pressure to End Wt. Ea. In./DN(mm) In mm PSI/bar In lmm Lbs./K 1 1.315 300 21/4 0.6 15 334 207 57 03 1'A 1.660 300 21/4 0 8 32 422 0 7 70 0 4 1'12 1.900 300 21/4 11 40 483 207 70 05 2 2.375 300 3'/4 15 50 603 20.7 83 07 21h 2.875 300 31/4 2.5 05 700 207 95 I I 3 0 D 2 996 300 31 2 9 76.1 76.1 20.7 95 1.3 3 3 500 300 4'/4 4 2 80 88.9 207 108 19 4 4 500 300 5 6.7 100 1143 207 127 3 0 5% 0.0 5 500 300 5'h 139.7 139 7 20 7 140 5 5.563 300 51h 11.9 125 1413 207 140 54 6 00 6 500 300 6 18 2 165.1 165.1 20 7 165 83 6 6 625 300 61/2 17 3 150 1663 20.7 165 7 9 8 8.625 300 73/4 32.2 200 2191 207 197 146 10 10.750 300 9 S41 250 2731 20.7 29 4 5 12 12 750 300 10 700 330 3239 07 254 316 C@ Us FM (IIWI) VCI.S usm APPROVED For Listinps/Approval Details and Limitations visd our wa65ne at www anvilintl corn or contact an Anvil- Sales Representative CAST FITTINGS: Ductile Iron conforming to ASTM A-536 FINISH: Rust inhibiting paint Color ORANGE (standard) or Hot Dipped Zinc Galvanized conforming to ASTM A-153 (optional) Other available options Example: RAL3000 or RAL9000 Series PROJECT1 1APPROVAL Project: Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 Cap LOK• O.D. EtoE FIGURE i CAP Nominal 0 0 End Approx. Size to End Wt. Ea. In./0(mm) In/mm In./mm bs/K 1 1.315 1'/4 03 25 334 32 0.1 1'/ 1660 1'/4 0.4 32 42 2 32 0.2 1'h 1.900 1'/4 05 40 48.3 32 02 2 2.375 1 0.5 50 603 15 02 21/2 2.875 1 0.7 65 730 15 03 30D 2996 1 08 76.1 76.1 25 04 3 3.500 1 1.1 80 889 25 0 5 4 4.500 1'/e 2.8 100 1143 29 13 5/ 0D. 5500 1; 4.0 139.7 139 7 29 1.8 5 5 563 1'/e 4 0 125 1413 29 18 6100 6500 1/r 60 165.1 1651 29 2.7 6 6.625 15/16 6.0 150 1683 33 2.1 8 8.625 1'12 12.5 200 2191 38 5.1 10 10 750 11/2 21.9 250 2731 38 9 9 12 12 750 1'/2 33 8 300 323 9 38 153 Additional saes available, see Gruvlok Catalog or contact an Anvil Representative. C &us FM I.rWd 7dS LILTED APPROVED ' G° W —Available galvanized For Lisunps/Approval Details and Limitations, visa our mbsite at vnvvi anvilmtl com or contact an Anvile Sales Representative When ordering, refer to product as FP7074 MATERIAL SPECIFICATIOPJS CAST FITTINGS: Ductile Iron conforming to ASTM A-536 COATINGS: Rust inhibiting paint Color ORANGE (standard) or Hot Dipped Zinc Galvanized conforming to ASTM A-153 (optional) Other available options. Example: RAL3000 or RAL9000 Series PROJECT Project: Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 FIG. 7000 Lightweight Flexible Coupling The Fig. 7000 Lightweight Flexible Coupling is designed for applications where system flexibility is desired. The Fig. 7000 Coupling is approximately 30% lighter in weight than the Fig 7001 Coupling, and allows for working pressure ratings up to 600 psi (41.4 bar). The Figure 7000 Lightweight Flexible Coupling is intended for use in several applications. See gasket Grade Index for gasket recommendations. APMOVIEo See technical data section for design factors. w or.r ru unrro"r r rift ri..'raom r Soft Aft-wftn.. MATERIAL SPECIFICATIONS ANSI BOLTS B HEAVY HEX NUTS: Heat treated, oval neck track head bolts conforming to ASTM A 183 Grade 2 with a minimum tensile strength of 110.000 psi and heavy hex nuts of carbon steel conforming to ASTM A 563 Grade A or Grade B. a J995 Grade 2. Bolts and nuts are provided zinc electroplated as standard METRIC BOLTS & HEAVY HEX NUTS: Heat treated. zinc electroplated oval -meek track head bolts made of carbon steel with mechanKal properties per ISO 898-1 Class 8.8. Hex nuts and bolts are zinc electroplated followed by a yellow dvornate dip. STAINLESS STEEL BOLTS 8 NUTS: Stainless steel bolts and nuts are also available Contact an Anvil Representative for more information. HOUSING: Ductile Iron conforming to ASTM A 536, Grade 65-45-12 COATINGS: Rust inhibiting paint — Color; ORANGE (standard) Hot Dipped Zinc Galvanized (optional) Other Colors Available (IL- RAL3000 and RAL9000) For other Coating requirements contact an Anvil Representative GASKETS: Materials Properties as designated in accordance with ASTM D 2000 Grade "E" EPDM (Green color code) 40'F to 2301F (Service Temperature RangeX-40'C to 11(7C) Recommended for water service. diluted acids, alkalies solutions. oil -free air and many other chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. Grade "EP" EPDM (Green and Red color code) 40'F to 250'F (Service Temperature Range(-40'C to 12.1'C) Recommended for water service, diluted acids. alkalies solutions, oil -free air and many other chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. For hot water applications the use of Gruvlok Extreme Temperature lubricant is recommended. NSF-61 Certified for cold and hot water applications up through 17. Grade'T Nitrile (Orange color code) 21YF to 18UF (Service Temperature Range)(-29 C to 82'C) Recommended for petroleum applications air with oil vapors and vegetable and mineral oils. NOT FOR USE IN HOT WATER OR HOT AIR Grade "O" Fluoro-Elastomer (Blue color code) 29F to 300'F (Service Temperature RangeX-27C to 149'C) Recommended for high temperature resistance to oxidizing acids. petroleum oils. hydraulic fluids. halogenated hydrocarbons and lubricants_ Grade "L' Silicone (Red color code) 401F to 3501F (Service Temperature RangeX-417C to 177'C) Recommended for dry, hot air and some high temperature chemical services. GASKET TYPE Standard C Style Flush Gap 0' - 8") LUBRICATION: Standard Gruvlok Gruvlok Xtreme" (Do Not use with Grade "L") Print Page 1 of 1 Fig. 69 Adjustable Swivel Ring, Tapped Per NFPA Standards Size Range:'/," through 8' Material: Carbon steel Finish: Galvanized Service: Recommended for suspension of non -insulated stationary pipe line. Maximum Temperature: 650' F Approvals: Complies with Federal Specification A-A-1192A (Type 10) KW-H•171-E (Type 10). ANSI/MSS SP-69 and MSS SP•58 (Type 10). UL Listed and FM Approved (Sizes'/.' - 8"). Features: Threads are countersunk so that they cannot become burred or damaged. Knurled swivel nut provides vertical adjustment after piping is in place. Captured swivel nut in the'/i through 6" sizes. The capture is permanent in the bottom portion of the band. allowing the hanger to be opened during installation if desired. but not allowing the nut to fall completely out. Ordering: Specify size. figure number and name. Note: The acceptability of galvanr7ed coatings at temperatures above 450T is at the discretion of the end user. Metric nut available upon request. Non -captured nut also available upon request l i I 6 F l G I through 1' pipe 1'/4- through 8" pipe YL us FM us= APPROVED FIG. 69: LOADS (LBS) WEIGHT (LBS) • DIMENSIONS IN) Pipe Size Max Load Weight Rod Size A B C F G Width 4 300 0.10 2'A 2 yIr 0.10 2V 1'/1 1YtE 1 0.10 2% r. 1''. 1 11A 010 2:5 1 `/1 1'A 0.10 2'/. 1'/r 2 0.11 3'A 2% 11/6 2 ..• 525 0.20 4 2'/ l Y'. h 3 0.20 3"/,4 2"A& 4 650 0.30 4'%n 3"/+. 155. 5 1.000 0.54 I 5%. 4% 6 0.65 6"A, 5'/. 2A 8 1.00 8 7 2' %r. 1 Note. Relkcts changes m rod diameter from previously puDIMW data per recent revisims In MSS-SP. 58 & 69 http://www.anvi11nd.corn/productsearch/Print Product. aspx?lid=3448 5/2/2013 FM Approved and Fully Listed Sprinkler Pipe Wheatland's Schedule 10 and Schedule 40 steel fire sprinkler pipe is FM Approved and UL, C-UL and FM Listed. Approvals and Specifications Both products meet or exceed the following standards: ASTM A135, Type E, Grade A (Schedule 10) ASTM A795, Type E, Grade A (Schedule 40) NFPA 13 Manufacturing Protocols Schedule 10 and Schedule 40 are subjected to the toughest possible testing protocols to ensure the highest quality and long-lasting performance. Finishes and Coatings All Wheatland black steel fire sprinkler pipe up to 6" receives a proprietary mill coating to ensure a clean, corrosion -resistant surface that outperforms and outlasts standard lacquer coatings. This coating allows the pipe to be easily painted, without special preparation. Schedule 10 and Schedule 40 can be ordered in black, or with hot -dip galvanizing, to meet FM/UL requirements for dry systems that meet the zinc coating specifications of ASTM A795 or A53. All Wheatland galvanized material is also UL Listed. Product Marking Each length of Wheatland fire sprinkler pipe is continuously stenciled to show the manufacturer, type of pipe, grade, size and length. Barcoding is acceptable as a supplementary identification method. SCHEDULE 10 SPECIFICATIONS NOMINAL NOMINAL NPS NOM OD NOM ID WALL WEIGHT UL PIECES In. mm mmED In, mm Ibs./ kg/m CRR* El 1 %4 1 660 422 1 442 366 109 277 181 269 73 61 11/2 1 900 483 1 682 427 109 2.77 209 311 58 61 2 2 375 603 2157 548 109 277 264 393 47 37 2'/, 2 875 730 2 635 669 120 305 3.53 526 3.5 30 3 3 500 889 3 260 828 120 305 434 646 26 19 4_] 4 500 1143 4 260 1082 120 3.05 562 837 16 19 5 5.563 1413 5 295 1345 134 340 778 1158 15 13 6 1 6 625 1683 6 357 161.5 134 340 930 1385 10 10 a 8 625 2191 8 249 2095 188 478 1696 2526 21 7 Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category WZY. The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). SCHEDULE 40 SPECIFICATIONS NOMINAL NOMINAL NPS NOM OD NOM ID WALL WEIGHT UL PIECES In. mm In. mm In. mm Ibs./ft. kg/m CRR' Llft 1 1 315 334 1 049 266 133 338 168 250 100 70 1'/. 1 1 660 422 1380 351 140 356 227 339 100 51 1'% 1900 483 1 610 409 145 368 272 405 100 44 2 2 375 603 2067 525 154 3.91 366 545 1.00 30 Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category WZY. The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). UL C U` ..>. s A.R PROJECT: CONTRACTOR: DATE: ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: BLACK HOT -DIP GALVANIZED ell Wheatland Tube JMC STEEL ROUR TFP I Page 5 of 10 A 8 _ B I B A A gi FIGURE 814 FIGURE 818 IRON TEE STRAIGHT COUPLING NOMINAL DIMENSIONS FIGURES 814 d 818 Nominal Pipe Figure 814 Figure 818Size A B Approx. A 6 Approx. ANSI Inches Inches Inches Weight Part Inches Inches Weight Part DN mm) mm) Lbs. Number mm) mm) Lbs. Number kg) kg) 1/2 1.13 0.56 0.33 66340 1.38 0.31 0.18 72779DN1528,7) 14,2) 0,15) 35,1) 7,9) 0.08) 3!4 1.31 0.75 0.50 86341 1.63 0.56 0.26 DN20 33,3) 19,0) 0,23) 41,4) 14,0) Page 7 of 10 TFP171 O C IA D' FIGURE 815 REDUCING TEE Nominal Pipe Size Figure 815 A B C D E F Approx. ANSI Inches Inches Inches Inches Inches Inches Inches Weight Part DN mm) mm) mm) mm) mm) mm) Lbs. Number kg) 1-1/2 x 1-114 x 1/2 1.44 1.31 1.69 0.69 0.63 1.13 1.03 DN40x32x15 366 333 429 175 160 287 047 86257 1-1/2 x 1-1/4 x 3/4 1.50 1.44 1.75 0.75 0.75 1.19 1.10 DN40 x 32 x 20 381 36,6) 44.5) 19.0) 19.0) 301 0 50 86258 1-1/2 x 1-1/4 x 1 1.63 1.56 1.81 0.88 0.88 1.13 1.31 DN40x32x25 414 397 460 224 224 28 059 86259 1-1/2 x 1-1/4 x 2 2.19 2.13 2.00 1.44 1.44 1.25 1.94 DN40 x 32 x 50 55.6) 541 50,8) 36.6) 36.6) 571 0,88) 86260 1-1/2 x 1-1/2 x 1/2 1.44 1.44 1.69 0.69 0.69 1.13 1.14 DN40 x 40 x 15 36.61 36.6) 42.9) 17.51 17,5) 28 0.52) 86261 1-1/2 x 1-1/2 x 3/4 1.50 1.50 1.75 0.75 0.75 1.19 1.23 86262DN40x40x2038138144,4) 19.0) 19.0) 301 0 56 1-1/2 x 1-1/2 x 1 163 1.63 1.81 0.88 0.88 1.13 1.38 86263DN40x40x2541.2) 41.21 46.0) 22.4) 22.4) 28.7) 0,62) 1-1/2 x 1-1/2 x 1-1/4 1.81 1.81 1.88 1.06 1.06 1.19 1.50 86264DN40x40x32460146.0) 47.6) 27.0) 27.0) 301 0 68 1-1/2 x 1-1/2 x 2 2.19 2.19 2.00 1.44 1.44 1.25 2.00 86265DN40x40x5055555,51 50.8) 36,6) 36.6) 31,7) 0 97 2 x 1 x 2 2.25 2.00 2.25 1.50 1.31 1.50 2.18 86266 DN50 x 25 x 50 57.2) 50.8) 57.21 381 33.31 381 0.99) 2 x 1-1/4 x 2 2.25 2.13 2.25 1.50 1.44 1.50 2.31 86267 DN50 x 32 x 50 57.2) 541 57.2) 381 36.6) 381 1,05) 2 x 1-1/2 x 1/2 1.50 1.44 1.88 0.75 0.69 1.31 1.50 86268 DN50 x 40 x 15 381 36.61 47,8) 19,0) 17.5 33,3) 068 2 x 1-1/2 x 3/4 1.63 1.50 1.94 0.88 0.75 1.38 1.61 86269 DN50 x 40 x 20 41 4 381 49,3) 22,4) 19,0) 35.0) 0.73) 2 x 1-1/2 x 1 1.75 1.63 2.00 1.00 0.88 1.31 1.65 86270 DN50 x 40 x 25 44.5) 41,4) 50.8) 25.4) 22,4) 33,3) 0,751 2 x 1-1/2 x 1-1/2 2.06 1.94 2.19 1.31 1.19 1.44 2.03 86272 DN50 x 40 x 40 52,4) 49.2) 55.5) 33.3 30,2) 36,6) 0 92 2 x 1-1/2 x 2 2.25 2.19 2.50 1.50 1.44 1.50 2.37 86273 DN50 x 40 x 50 571 155.5) 63.5 381 36,6) 381 1 07 2 x 2 x 1/2 1.50 1.50 1.88 0.75 0.75 1.31 1.50 86222 DN50x50x15 381 381 478 190 190 333 068 2 x 2 x 3/4 1.63 1.63 1.94 0.88 0.88 1.38 1.67 86223 DN50 x 50 x 20 41.4) 41.41 49.3) 22.41 22 4 35.0) 0.76) 2 x 2 x 1 1.75 1.75 2.00 1.00 1.00 1.31 1.91 86224 ON50x50x25 445 445 508 254 254 333 086 2 x 2 x 1-1/4 1.88 1.88 2.13 1.13 1.13 1.44 2.05 86225 DN50 x 50 x 32 478 478 541 28.7) 28 36.6 0.93) 2 x 2 x 1-1/2 2.00 2.00 2.19 1.25 1.25 1.50 2.11 86226 DNSO x 50 x 40 50 8 50.81 55 6 31.8) 31 B 381 0.96) 2 x 2 x 2-1/2 2.63 2.63 2.38 1.75 1.88 1.44 3.67 86227 DN50 x 50 x 65 66,8) 66.8) 60.51 44.5) 47,8) 36.6) 166 2-1/2 x 2 x 3/4 1.75 1.63 2.31 0 63 0.88 1.75 2.22 86274DN65x50x2044.51 41,4) 7 15.9) 22.4 44.5 1 01 TABLE 5 (2 OF 2) NOMINAL DIMENSIONS FIGURE 815 TFP1710 Page 9 of 10 IB= A may I FIGURE 825 FIGURE 827 FIGURE 816 EXTENSION PIECE HEX BUSHING REDUCING COUPLING Nominal Pipe Figure 825 Figure 827 Figure 816 Size Extension Piece Hex Bushing Reducing Coupling A Approx. A Approx. A B Approx. ANSI Inches Inches Weight Part Inches Weight Part Inches Inches Weight Part ON mm) Lbs. Number mm) Lbs Number mm) mm) Lbs. Number k9) 1k91 k9) 1/2 x 1!2 1.50 0.20 72751 DN15 x 15 38.1) 0,09) 1/2 x 1/2 2.00 0.27 72980 DN15 x 15 50,8) 0,12) 3/4 x 3!4 1.50 0.22 72981 DN20 x 20 3811) 0,10) 3/4 x 3/4 2.00 0.31 73982 DN20 x 20 50,8) 0,14) 3/4 x 1/2 1.75 0.69 038 86772 DN20 x 15 43,2) 17,5) 0,17) 1 x 1/2 1.06 0.22 72726 1.69 0.50 0.38 86228 DN25 x 15 26.9) 0,10) 42,9) 12,7) 0,17) 1 z 3/4 1.06 0.18 72762 1.75 0.50 0.53 86229 DN25 x 20 26,9) 0,08) 43,2) 12.7) 0,24) 1-1/4 x 1 1.19 0.31 72763 DN32 x 25 30,2) 0.14) 1-1/2 x 1 1.25 053 72757 DN40 x 25 31,7) 0,24) 1-1/2 x 1-1/4 1.25 0.35 72764 DN40 x 32 31,7) 0110) 2 x 1 1.38 0.75 72759 DN50 x 25 35,1) 0.34) 2 x 1-1/4 1.38 0.69 72761 ON50 x 32 35,1) 0,31) 2 x 1-1/2 1.38 0.62 72775 DN50 x 40 35,1) 0,28) tqco Fire Protection Products Series RFII — 5.6 K-factor Worldwide I www.tyco-fire.comContacts Royal Flush 11" Concealed Pendent Sprinklers Quick & Standard Response, Standard Coverage General Description The TYCO Series RFII 5.6 K-factor, Royal Flush II" Concealed Pendent Sprinklers Quick Response (3-mm bulb) and Standard Response (5-mm bulb), are decorative sprinklers fea- turing a flat cover plate designed to conceal the sprinkler. These sprinklers are optimal for architecturally sensi- tive areas such as hotel lobbies, office buildings, churches, and restaurants. Each sprinkler includes a Cover Plate/ Retainer Assembly and a Sprinkler/ Support Cup Assembly. The separa- ble, two-piece assembly design pro- vides the following benefits: Allows installation of the sprinklers and pressure testing of the fire pro- tection system prior to installation of a suspended ceiling or application of the finish coating to a fixed ceiling. Permits the removal of suspended ceiling panels for access to building service equipment without having to first shut down the fire protection system and remove sprinklers. Provides for 112 inch (12,7 mm) of vertical adjustment to allow a measure of flexibility in determining the length of fixed piping to cut for the sprinkler drops. The Series RFII Sprinklers are shipped with a Disposable Protective Cap. The Protective Cap is temporarily removed during installation and replaced to help protect the sprinkler during ceiling installation or finish. The tip of the Pro - IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 tective Cap can be used to mark the center of the ceiling hole into plaster board or ceiling tiles by gently pushing the ceiling product against the Pro- tective Cap. When ceiling installa- tion is complete, the Protective Cap is removed and the Cover Plate/Retainer Assembly is installed. As an option, the Series RFII Standard Response (5-mm bulb) "Royal Flush II" Concealed Pendent Sprinklers can be fitted with a silicone Air and Dust Seal. Refer to Figure 5.) The Air and Dust Seal is intended for sensitive areas where it is desirable to prevent air and dust from the area above the ceiling to pass through the cover plate. The Series RFII Concealed Pendent Sprinklers described herein must be installed and maintained in compliance with this document and with the appli- cable standards of the National Fire Protection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number (SIN) TY3531 — 3 mm bulb TY3551 — 5 mm bulb APRIL 2016 Technical Data Sprinkler Approvals Approvals apply only to the service conditions indicated in the Design Criteria section. TY3531 (3 mm Bulb) is UL Listed, C-UL Listed and NYC Approved MEA 353-01-E) as Quick Response. TY3531 (3 mm Bulb) is VdS Approved Certificate No. G4090007). TY3531 (3 mm Bulb) is FM and LPCB Approved (Ref. No. 094a/10) as Standard Response. Note: FM and LPCB do not approve concealed sprinklers for quick response. TY3551 (5 mm Bulb) is UL Listed, C-UL Listed, FM Approved, LPCB Approved (Ref. No. 094a/9), and NYC Approved (MEA 353-01-E) as Standard Response. Approvals for Air and Dust Seal UL and C-UL Listed for use with the RFII Standard Response Concealed Sprinkler TY3551) Maximum Working Pressure Maximum 250 psi (17,3 bar) by UL, C-UL, and NYC Maximum 175 psi (12,1 bar) by FM, VdS, and LPCB Temperature Rating 155°F (68°C) Sprinkler with 139°F (59°C) Plate 200°F (93°C) Sprinkler with 165°F (74°C) Plate Discharge Coefficient K= 5.6 GPM/psis/2 (80,6 LPM/bars/2) TFP181 TFP181 Page 2 of 4 Adjustment 1/2 inch (12,7 mm) Finishes See the Ordering Procedure section. Physical Characteristics Frame .... ... Bronze Support Cup. . Chrome Plated Steel Guide Pins .. .. .. Stainless Steel Deflector . ...... Bronze Compression Screw Brass Bulb ................ Glass Cap ... .................Bronze or Copper Sealing Assembly. Beryllium Nickel w/TEFLON Cover Plate ... ... Brass Retainer ..................... Brass Election Spring . Stainless Steel Design Criteria The TYCO Series RFII 5.6 K-factor, Royal Flush II" Concealed Pendent Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules recognized by the applicable Listing or Approval agency; for example, UL Listing is based on NFPA 13 and VdS Approval is based on the CEA 4001. For more information on LPCB and VdS Approvals, contact Tyco Fire Protection Products at the following office: Enschede, Netherlands Telephone:31-53-428-4444 Fax:31-53-428-3377 The Series RFII Concealed Pendent Sprinklers are only listed and approved with the Series RFII Concealed Cover Plates having a factory applied finish. Do not use the Series RFII in applica- tions where the air pressure above the ceiling is greater than that below. Down drafts through the Sprinkler/Support Cup Assembly can delay sprinkler operation in a fire situation. Operation When exposed to heat from a fire, the Cover Plate, normally soldered to the Retainer at three points, falls away to expose the Sprinkler/Support Cup Assembly. The Deflector — supported by the Guide Pins — then drops down to its operational position. The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, activating the sprinkler and allowing water to flow. 1/2" NPT FRAME SUPPORT CUP WITF ROLL FORM THREAD; GUIDE PINS (2) DEFLECTOR SPRINKLER/SUPPORT CUP ASSEMBLY I I EALING SEMBLY CAP BULB PRESSION CREW FLECTOR BOPPED POSITION) THREAD INTO RETAINER SUPPORT WITH THREAD CUP UNTIL CD CD DIMPLES MOUNTING SURFACE IS EJECTION FLUSH WITH SPRING CEILING a SOLDER J COVER TABS (3) COVER PLATE/RETAINER PLATE ASSEMBLY FIGURE 1 MODEL RFII CONCEALED SPRINKLER ASSEMBLY Installation The TYCO Series RFII 5.6 K-factor, Royal Flush II" Concealed Pendent Sprinklers must be installed in accor- dance with this section. General Instructions Do not install any bulb -type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch 1,6 mm) for the 155°F (68°C) and 3/32 inch (2,4 mm) for the 200°F (93°C) tem- perature ratings. A leak -tight 1/2 inch NPT sprinkler joint should be obtained by applying a minimum to maximum torque of 7 to 14 ft.-Ibs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Sprinkler by under- or over -tightening the Sprin- kler/Support Cup Assembly. Re -adjust the position of the sprinkler fitting to suit. Step 1. Install the sprinkler only in the pendent position with the center -line of the sprinkler perpendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant applied to the pipe threads, hand - tighten the sprinkler into the sprinkler fitting. Step 4. Wrench -tighten the sprinkler using only the RFII Sprinkler Wrench. Refer to Figure 3.) Apply the RFII Sprinkler Wrench to the Sprinkler as shown in Figure 3. FACE OF CLEARANCE HOLE SPRINKLER DIAMETER - FITTING i DIMENSION C SPRINKLER SUPPORT CUP ASSEMBLY 1/2" (12,7 mm) THREADED D ADJUSTMENT FACE OF CEILING, RETAINING RING MOUNTING SURFACE T-- z 3/16" to 11/16" MANUFACTURER DEFLECTOR COVER PLATE 4,8 to 17,5 mm) PRESET GAP IN DROPPED RETAINER REFERENCE 3/32" (2,4 mm) POSITION ASSEMBLY COVER PLATE COVER PLATE PROFILE DEPTH DIAMETER DIMENSION B DIMENSION A A: 3-1/4 inches 82,6 mm) C: 2-3/8 to 2-5/8 inches (60,3 to 66,7 mm) B: 3/16 inches (4,8 mm) D: 1-3/4 to 2-1/4 inches (44,5 to 57,2 mm) FIGURE 2 SERIES CONCEALED SPRINKLER INSTALLATION DIMENSIONS TFP181 Page 3 of 4 Step 5. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. (Refer to Figure 4.) The Protective Cap helps prevent damage to the Deflector and Arms during ceiling installation and/or finish. You can also use the Protective Cap to locate the center of the clear- ance hole by gently pushing the ceiling material up against the center point of the Protective Cap. As long as the Protective Cap remains in place, the system is considered "Out of Service". Step 6. After the ceiling has been completed with the 2-1/2 inch (63,5 mm) diameter clearance hole and in preparation for Installing the Cover Plate/Retainer Assembly, remove and discard the Protective Cap. Verify that the Deflector moves up and down freely. If the Sprinkler is damaged and the Deflector does not move up and down freely, replace the entire Sprinkler. Do not attempt to modify or repair a damaged sprinkler. Step 7. When installing an Air and Dust Seal, refer to Figure 5; otherwise, proceed to Step 8. To attach the Air and Dust Seal, verify the angle of the outside edge of the seal is oriented according to Figure 5. Start the edge of the Retainer in the grooved slot of the Air and Dust Seal and continue around the retainer until the entire Air and Dust Seal is engaged. TFP181 Page 4of4 Step 8. Screw on the Cover Plate/ Retainer Assembly until the Retainer shown in Figure 2) or the Air and Dust Seal (shown in Figure 5) contacts the ceiling. Do not continue to screw on the Cover Plate/Retainer Assembly so that it lifts a ceiling panel out of its normal position. If you cannot engage the Cover Plate/Retainer Assembly with the Support Cup or you cannot engage the Cover Plate/Retainer Assembly suf- ficiently to contact the ceiling, you must reposition the Sprinkler Fitting. Care and Maintenance The TYCO Series RFII 5.6 K-factor, Royal Flush II" Concealed Pendent Sprinklers must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection system from the proper authorities and notify all personnel who may be affected by this action. Absence of the Cover Plate/Retainer Assembly can delay sprinkler opera- tion in a fire situation. When properly Installed, there is a nominal 3/32 inch (2,4 mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 2. This air gap is necessary for proper operation of the sprinkler. If the ceiling requires repainting after sprinkler installation, ensure that the new paint does not seal off any of the air gap. Do not pull the Cover Plate relative to the Enclosure. Separation may result. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. SUPPORT SPRINKLER FACE OF ORIENT CUP CEILING SEAL BEVEL AS COVER SHOWN PLATE RETAINER ASSEMBLY AIR AND DUST LIP OF COVER SEAL RETAINER PLATE FIGURE 5 OPTIONAL AIR AND DUST SEAL FOR SERIES RFII (TY3551) Care must be exercised to avoid damage to the sprinklers - before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion Section.) Exercise care to avoid damage to sprin- klers before, during, and after instal- lation. Replace sprinklers damaged by dropping, striking, wrench twist- ing, wrench slipping, or the like. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. Refer to the Installation section.) If you must remove a sprinkler, do not reinstall it or a replacement without reinstalling the Cover Plate/Retainer Assembly. If a Cover Plate/Retainer Assembly becomes dislodged during service, replace it immediately. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or sprinkler manufac- turer regarding any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national code. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for availability. When placing an order, Indicate the full product name. Sprinkler/Support Cup Assembly Specify: Series RFII (specify SIN), K=5.6, "Royal Flush II" Pendent Sprin- klers (specify) temperature rating and specify) finish, P/N` (specify): 155-F (68-C) 200-F (93-C) TY3531 51-792-1-155 51-792-1-200 TY3551 51-790-1-155 51-790-1-200 Use Suffix "I" for ISO 7-1 connection; for example, 51-792-1-155-1 Separately Ordered Cover Plate/ Retainer Assembly: Specify: (temperature rating from below) Series RFII Concealed Cover Plate with (finish), P/N (specify). 139'F (59'10)(a) 165'F (74'40)(b) Grey White RAL9002) . 56-792-0-135 56-792-0-165 Brass .......... 56-792-1-135 56-792-1-165 Pure White (c) RAL9010). 56-792-3-135 56-792-3-165 Signal White RAL9003) .... 56-792-4-135 56-792-4-165 Jet Black RAL9005) 56-792-6-135 59-792-6-165 Brushed Chrome.... . 56-792-8-135 56-792-8-165 Chrome........ 56-792-9-135 56-792-9-165 Custom ...... 56-792-X-135 56-792-X-165 a) For use with 155'F (68'C) sprinklers. b) For use with 200°F (93'C) sprinklers. c) Eastern Hemisphere sales only. Sprinkler Wrench Specify: RFII Sprinkler Wrench, P/N 56-000-1-075 Air and Dust Seal Specify: Air and Dust Seal, P/N 56-908-1-001 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 Copyright © 2016 Tyco Fire Products, LP. All rights reserved. tI C11DTEFLONistrademarkofTheDuPontCorporation Fire Protection Products Tyco Fire Protection Products Worldwide I www.tyco-fire.com Contacts Series TY-FRB — 2.8, 4.2, 5.6, and 8.0 K-Factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright, Pendent, and Recessed Pendent Sprinklers described in this data sheet are quick response, standard coverage, deco- rative 3 mm glass bulb -type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY-FRB Pendent Sprinkler, where applicable, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: A two-piece Style 10 (112 inch NPT) or Style 40 (3/4 inch NPT) Recessed Escutcheon with 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjustment from the flush pendent position, or a A two-piece Style 20 (1/2 inch NPT) or Style 30 (3/4 inch NPT) Recessed Escutcheon with 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Corrosion -resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be obtained IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 10 when exposed to corrosive atmo- spheres. Although corrosion -resistant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suit- ability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. An intermediate level of the Series TY-FRB Pendent Sprinklers is detailed in Technical Data Sheet TFP356, and Sprinkler Guards are detailed in Tech- nical Data Sheet TFP780. MUM The Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright, Pendent, and Recessed Pendent Sprinklers described herein must be installed and maintained in compliance with this document and with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. NOVEMBER 2015 Sprinkler Identification Number (SIN) TY1131 - Upright 2.8K, 1/2- NPT TY1231 - Pendent 2.8K, 1/2" NPT TY2131 - Upright 4.2K, 1/2" NPT TY2231 - Pendent 4.2K, 1/2- NPT TY3131 - Upright 5.6K, 1/2-NPT TY3231 - Pendent 5.6K, 1/2" NPT TY4131 - Upright 8.OK, 3/4" NPT TY4231 - Pendent 8.OK, 3/4" NPT TY4831 - Upright 8.OK, 1/2" NPT TY4931 - Pendent 8.OK, 1/2- NPT TFP171 TFP171 Page 2 of 10 Temperature rating ** Pipe thread connections per 1 Frame is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 Button Deflector. special request. PLATE SEATING SURFACE 7/16" 11,1 mm) NOMINAL 2-1/4" Ax MAKE -IN (57,2 mm) 2-3/16" 55,6 mm) 1 1-9/16" 39,7 mm) 112" NPT** WRENCH STYLE 10 or 20 FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON 3 - Sealing 5 Compression Assembly Screw 4 - Bulb 6 - Deflector* 7 - Bushing 2-7/8"(73,0 mm) DIA. — RECESSED PENDENT CROSS SECTION FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY1131) AND PENDENT (TY1231) SPRINKLERS 2.8 K-FACTOR, 112 INCH NPT Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on Deflector. special request. 7116" 11.1 mm) NOMINAL MAKE -IN 2. 6" 55,6 mm) 1/2" NPT** WRENCH FLATS UPRIGHT PENDENT ESCUTCHEON PLATE SEATING SURFACE I — 2-3/16" 55,6 mm) 38,1 mm) 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector* STYLE 10 or 20 2-7/8" (73,0 mm) DIA. — RECESSED ESCUTCHEON RECESSED PENDENT CROSS SECTION FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K-FACTOR, 112 INCH NPT Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on ESCUTCHEON Deflector. special request. PLATE SEATING SURFACE 7/16" 11,1 mm) NOMINAL 2-3/16" MAKE -IN 55,6 mm) 2-3/16" 1li-1/2" 55,6 mm) (38,1 mm) 1/2" NPT** WRENCH FLATS UPRIGHT PENDENT STYLE 10 or 20 RECESSED ESCUTCHEON 1 Frame 3 Sealing 5 - Compression 2 Button Assembly Screw 4 Bulb 6 - Deflector* 2-7/8" (73,0 mm) DIA. -- RECESSED PENDENT CROSS SECTION FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY3131) AND PENDENT (TY3231) SPRINKLERS 5.6 K-FACTOR, 112 INCH NPT TFP171 Page 3 of 10 Temperature rating ** Pipe thread connections per 1 Frame 3 - Sealing 5 - Compression is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 Button Assembly Screw Deflector. special request. PLATE SEATING 4 - Bulb 6 - Deflector* SURFACE 1/2" 12,7 r NOMINAL 2-5/16" MAKE -IN (58,7 mm) 2-1/4" 57,2 mm) 3/4" NPT** WRENCH STYLE 30 or 40 FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON 2-7/8" (73,0 mm) DIA. fl*914*1_4b]]=1zIa]=UIII III CROSS SECTION FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4131) AND PENDENT (TY4231) SPRINKLERS 8. 0 K-FACTOR, 314 INCH NPT CEILING PLATE 1 - Frame 5 - Compression SEATING SURFACE 2 - Button Screw 1 3 - Sealing 6 -Deflector Assembly 3 4 - Bulb 7/ 16" 2-1/4" 11, 1 mm) (57,2 mm)Y6* 2NOMINALMAKE - IN *Temperature rating is 2- 3/16" 1-9/16"4 indicated on Deflector. 55, 6 mm) 1 (39,7 mm) 5 ** Pipe thread connections per ISO 7-1 can be provided on special 1/ 2" NPT** WRENCH request. FLATS UPRIGHT PENDENT CROSS SECTION FIGURE 5 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4831) AND PENDENT (TY4931) SPRINKLERS 8. 0 K-FACTOR, 112 INCH NPT WRENCH RECESS END " A" USED FOR 1/ 2" NPT MODELS) WRENCH RECESS END " B" USED FOR 3/ 4" NPT MODELS) FIGURE 6 W- TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 7 W- TYPE 7 RECESSED SPRINKLER WRENCH TFP171 Page 4 of 10 Technical Data Approvals UL and C-UL Listed FM, LPCB, and NYC Approved Refer to Table A and B for complete approval information including corrosion - resistant status. Maximum Working Pressure Refer to Table C. Discharge Coefficient K=2.8 gpm/psi," (40,3 Ipm/bars) K=4.2 gpm/psis (60,5 Ipm/bar'h) K=5.6 gpm/psih (80,6 Ipm/bar%) K=8.0 gpm/psis (115,2 Ipm/bars) Temperature Rating Refer to Table A and B. Finishes Sprinkler: Refer to Table D. Recessed Escutcheon: Signal or Pure White, Jet Black, Chrome Plated, or Natural Brass Physical Characteristics Frame ........... . . ..........Bronze Button . ................. Brass/Copper Sealing Assembly. . Beryllium Nickel w/TEFLON Bulb .. ........... . ........... ..Glass Compression Screw .... .. .........Bronze Deflector ................ Copper/Bronze Bushing (K=2.8)................. Bronze Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright, Pendent, and Recessed Pendent Sprinklers are intended for fire protection systems designed in accordance with the stan- dard installation rules recognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the require- ments of FM's Loss Prevention Data Sheets). Only the Style 10, 20, 30, or 40 Recessed Escutcheon, as applica- ble, is to be used for recessed pendent installations. Installation The TYCO Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright, Pendent, and Recessed Pendent Sprinklers must be installed in accordance with this section. General Instructions Do not install any bulb -type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch 1,6 mm) for the 135°F (57°C) and 3/32 inch (2,4 mm) for the 286°F (141 °C) tem- perature ratings. A leak -tight 112 inch NPT sprinkler joint should be obtained by applying a minimum to maximum torque of 7 to 14 ft.-Ibs. (9,5 to 19,0 Nm). A leak tight 3/4 inch NPT sprinkler joint should be obtained with a torque of 10 to 20 ft.- Ibs. (13,4 to 26,8 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over -tightening the sprinkler. Re -adjust the position of the sprinkler fitting to suit. Series TY-FRB Upright and Pendent Sprinklers The Series TY-FRB Pendent and Upright Sprinklers must be installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe -thread sealant applied to the pipe threads, hand - tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 6). With ref- erence to Figures 1 through 5, apply the W-Type 6 Sprinkler Wrench to the sprinkler wrench flats. Series TY-FRB Recessed Pendent Sprinklers The Series TY-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 10, 20, 30, or 40 Mounting Plate, as applica- ble, over the sprinkler threads and with pipe -thread sealant applied to the pipe threads, hand -tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 7). With reference to Figures 1 to 4, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Step C. After ceiling installation and finishing, slide on the Style 10, 20, 30, or 40 Closure over the Series TY-FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. TFP171 Page 5 of 10 SPRINKLER FINISH (See Note 5) K FACTOR FACTOR TYPE TEMPERATURE BULB LIQUID COLOR NATURAL BRASS CHROME PLATED POLYESTER- 2.8 1/2" NPT PENDENT TY1231) and UPRIGHT TY1131) 57°C) Orange 1, 2, 3, 4 155°F (68°C) Red 175°F (79°C) Yellow 200F 93C Green 286°F (141°C) Blue RECESSED PENDENT TY1231)* Figure 8 135°F (57°C) Orange 1,2,4 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green RECESSED PENDENT TY1231)** Figure 9 135°F(57°C) Orange 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 4,2 1/2" NPT PENDENT TY2231) and UPRIGHT TY2131) 135°F(57°C) Orange 1,2 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue RECESSED PENDENT TY2231)* Figure 10 135°F (57°C) Orange 155°F 68°C Red 175°F (79°C) Yellow 200°F (93°C) Green RECESSED PENDENT TY2231)** Figure 11 135°F(57°C) Orange 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green NOTES: 1 Listed by Underwriters Laboratories, Inc , (UL) as Quick Response Sprinklers. 2 Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) as Quick Response Sprinklers 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers 4 Approved by the City of New York under MEA 354-01-E 5 Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion -Resistant Sprinklers Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable Frame and Deflector only. N/A Not Available TABLE A LABORATORY LISTINGS AND APPROVALS FOR 2.8 AND 4.2 K-FACTOR SPRINKLERS TFP171 Page 6 of 10 SPRINKLER FINISH (See Note 8) K FACTOR TYPE TEMPERATURE BULB LIQUID COLOR NATURAL BRASS CHROME PLATED POLYESTER," LEAD COATED 5.6 1/2" NPT PENDENT TY3231) and UPRIGHT TY3131) 135'F(57'C) Orange 1, 2, 3, 4, 5, 6, 7 1, 2, 3, 5 155'F (68'C) Red 175-F (79'C) Yellow 200'F (93'C) Green 286-F (141'C) Blue RECESSED PENDENT TY3231)• Figure 12 135'F(57'C) Orange 1, 2, 4, 5 N/A 155-F (68'C) Red 175'F (79'C) Yellow 200'F (93'C) Green 286'F (141'C) Blue RECESSED PENDENT TY3231) Figure 13 135'F (57'C) Orange 1, 2, 3, 4, 5 N/A 155-F (68'C) Red 175'F (79'C) Yellow 200'F (93'C) Green 286-F (141'C) Blue 8.0 3/4' NPT PENDENT TY4231) and UPRIGHT TY4131) 135'F (57'C) Orange 1, 2, 3, 4, 5, 6, 7 1, 2, 5 155-F (68'C) Red 175'F (79'C) Yellow 200'F (93'C) Green 286'F (141'C) Blue RECESSED PENDENT TY4231)• Figure 14 135-F(57'C) Orange 1, 2, 5 N/A 155'F (68'C) Red 175'F (79'C) Yellow 200'F (93'C) Green 286'F (141'C) Blue RECESSED PENDENT TY4231) Figure 15 135-F(57'C) Orange 1, 2, 3, 5 N/A 155'F (68°C) Red 175'F (79'C) Yellow 200'F (93'C) Green 286'F (141'C) Blue 1/28 NPT PENDENT TY4931) and UPRIGHT TY4831) 135'F (57'C) Orange 1, 2, 4, 5, 6 1, 2, 5 155'F (68'C) Red 175-F (79'C) Yellow 200'F (93'C) Green 286'F(141'C) Blue NOTES: 1 Listed by Underwriters Laboratories, Inc , (UL) as Quick Response Sprinklers 2. Listed by Underwriters Laboratories, Inc , for use in Canada (C-UL) as Quick Response Sprinklers 3 Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers 4 Approved by the Loss Prevention Certification Board (LPCB Ref No 007k/04) as Quick Response Sprinklers However, LPCB does not rate the thermal sensitivity of recessed sprinklers 5 Approved by the City of New York under MEA 354-01-E 6 VdS Approved (For details, contact Tyco Fire Suppression 3 Building Products, Enschede, Netherlands, Tel 31-53-428-4444/Fax 31-53-428-3377) 7. Approved by the Loss Prevention Certification Board (LPCB Ref. No 094a/06) as Quick Response Sprinklers 8. Where Polyester Coated and Lead -Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion -Resistant Sprinklers Where Lead -Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion -Resistant Sprinklers. Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 314" Total Adjustment Recessed Escutcheon, as applicable. Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable Frame and Deflector only N/A Not Available TABLE B LABORATORY LISTINGS AND APPROVALS FOR 5.6 AND 8.0 K-FACTOR SPRINKLERS TFP171 Page 7 of 10 SPRINKLER FINISH K TYPE NATURAL I CHROME POLYESTER LEAD FACTOR BRASS PLATED COATED PENDENT (TY1231) and 2.8 UPRIGHT (TY1131) 1/2" NPT 175 PSI (12,1 BAR) N/A RECESSED PENDENT (TY1231) PENDENT (TY2231) and 4.2 UPRIGHT (TY2131) 1/2" NPT 175 PSI (12,1 BAR) N/A RECESSED PENDENT (TY2231) PENDENT (TY3231) and 5.6 UPRIGHT (TY3131) 250 PSI (17,2 BAR) 1/2" NPT OR 175 PSI (12,1 BAR) RECESSED SEE NOTE 1) PENDENT (TY3231) PENDENT (TY4231) 175 PSI 8.0 and UPRIGHT (TY4131) 12,1 BAR) 3/4" NPT 175 PSI (12,1 BAR) RECESSED N/APENDENT (TY4231) 8.0 PENDENT (TY4931) 175 PSI 1/2" NPT and 175 PSI (12,1 BAR) 12,1 BAR) UPRIGHT (TY4831) NOTES: 1 The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories Inc. (UL), the Listing by Under- writers Laboratories, Inc. for use in Canada (C-UL), and, the Approval by the City of New York Care and Maintenance The TYCO Series TY-FRB must be maintained and serviced In accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but TABLE C MAXIMUM WORKING PRESSURE have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), In addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or sprinkler manufac- turer regarding any questions. Automatic sprinkler systems are rec- ommended to be Inspected, tested, and maintained by a qualified Inspec- tion Service In accordance with local requirements and/or national codes. Care must be exercised to avoid damage to the sprinklers -before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion Section). Initial and frequent visual Inspections of random samples are recommended for corrosion -resistant sprinklers to verify the integrity of the corrosion -resistant material of construction. Thereafter, annual Inspections per NFPA 25 should suffice. Inspections of corrosion -resistant sprinklers are recommended at close range, instead of from the floor level per NFPA. Inspection at close range can better determine the exact sprin- kler condition and the long-term integ- rity of the corrosion -resistant material, which can be affected by the corrosive conditions present. TFP171 Page 8 of 10 2-7/8" DIA. 5/8t1/4" ( 73,0 mm) 3/4" (19,1 mm) 15,9t6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF mm MOUNTING SPRINKLER PLATE FITTING 1/8" 3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-5/16" (33,3 mm) TY-FRB 13/16" (20,6 mm) FIGURE 8 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 2.8 K-FACTOR, 112 INCH NPT 2-7/8" DIA. 5/8t1/4" ( 73,0 mm) 3/4" (19,1 mm) 15,9t6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF ( 57,2 mm) MOUNTING SPRINKLER PLATE FITTING 3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-1/4" (31,8 mm) TY-FRB 3/4" (19,1 mm) FIGURE 10 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 4.2 K-FACTOR, 112 INCH NPT 2-7/8" DIA. 12,7 mm1/2t1/8" ( 73,0 mm) 1/2" ( ) 12,7t3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF ( 57,2 mm) MOUNTING SPRINKLER PLATE FITTING 1/8" 3 m) i MOUNTING SURFACE CLOSURE SERIES 1-5/16" (33,3 mm) TY-FRB 1-1/16" (27,0 mm) FIGURE 9 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 112 INCH NPT 2-7/8" DIA. 1/2t1/8" ( 73,0 mm) 1/2" (12,7 mm) 12,7t3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE FITTING 1/8" 3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-1/4" (31,8 mm) TY-FRB 1" (25,4 mm) FIGURE 11 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 112 INCH NPT 2-7/8" DIA. 5/8t1/4" ( 73,0 mm) 3/4" (19,1 mm) 15,9t6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF ( 57,2 mm) MOUNTING SPRINKLER PLATE FITTING 3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-1/4" (31,8 mm) TY-FRB 3/4" (19,1 mm) FIGURE 12 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FACTOR, 112 INCH NPT 2-7/8" DIA. 5/8t1/4" ( 73,0 mm) 3/4" (19,1 mm) 15,9t6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) 57,2 mm) FACE OF MOUNTING SPRINKLER PLATE FITTING 3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-5/16" (33,3 mm) TY-FRB 13/16" (20,6 mm) FIGURE 14 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 8.0 K-FACTOR, 314 INCH NPT TFP171 Page 9 of 10 2-7/8" DIA. 12,7 mm1/2t1/8" ( 73,0 mm) 1/2( ) 12,7t3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF ( 57,2 mm) MOUNTING SPRINKLER PLATE FITTING 3,2 mm) MOUNTING SURFACE 7 CLOSURE SERIES 1-114" (31,8 mm) TY-FRB 1" (25,4 mm) FIGURE 13 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 112 INCH NPT 2-7/8" DIA. 1/2t1/8" ( 73,0 mm) 1/2" (12,7 mm) 12,7t3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF ( 57,2 mm) MOUNTING SPRINKLER PLATE FITTING 1/8" 3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-5/16" (33,3 mm) TY-FRB 1-1/16" (27,0 mm) FIGURE 15 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 314 INCH NPT TFP171 Page 10 of 10 P/N 57 - XXX - X - XXX SIN SPRINKLER FINISH 330 2.8K UPRIGHT (1/2"NPT) TY1131 331 2.8K PENDENT (1/2"NPT) TY1231 340 4.2K UPRIGHT (1/2"NPT) TY2131 341 4.2K PENDENT (1/2"NPT) TY2231 370 5.6K UPRIGHT (1/2"NPT) TY3131 371 5.6K PENDENT (1/2"NPT) TY3231 390 8.OK UPRIGHT (3/4"NPT) TY4131 391 8.OK PENDENT (3/4"NPT) TY4231 360 8.OK UPRIGHT (1/2"NPT) TY4831" 361 8.OK PENDENT (1/2"NPT) TY4931" 1 NATURAL BRASS 3 PURE WHITE POLYESTER (RAL9010)1 4 SIGNAL WHITE POLYESTER (RAL9003) 5 JET BLACK POLYESTER (RAL9005)2 7 LEAD COATED 9 1 CHROME PLATED TEMPERATURE RATINGS 135 135-F(57°C) 155 155°F(68°C) 175 175°F(79°C) 200 200°F (93°C) 286 286°F (141°C) NOTES: 1. Eastern Hemisphere sales only 2. Available in only 2 8K, 4 2K, and 8 OK, 155'F (68'C) and 200'F (93'C). requires lead time to manufacture TABLE D SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS PART NUMBER SELECTION Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for availability. When placing an order, Indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB (Specify SIN), specify K-factor), (specify Pendent or Upright) Sprinkler (specify) temperature rating, (specify) finish or coating, P/N specify from Table D) Recessed Escutcheon Specify: Style (10, 20, 30, or 40) Recessed Escutcheon with (specify") finish, P/N (specify") Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 Refer to Technical Data Sheet TFP770 GLOBAL HEADQUARTERS ) 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-352-0700 Copyright © 2015 Tyco Fire Products, LP. All rights reserved. t(COTEFLONistrademarkofTheDuPontCorporation Fire Protection Products tqco Fire Protection Products Series EC-11 and 11.2 K and 14.0 K Extended Covera General Description TYCO Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers are decorative glass -bulb sprinklers designed for use in light or ordinary hazard occu- pancies. They are intended for use in automatic sprinkler systems designed in accordance with standard installa- tion rules (e.g., NFPA 13) for a maximum coverage area of 400 ft2 (37,2 m2), as compared to the maximum coverage area of 130 ft2 (12,1 m2) for standard coverage sprinklers used in ordinary hazard occupancies or 225 ft2 (20,6 m2) for standard coverage sprinklers used in light hazard occupancies. Series EC-11 and EC-14 Sprinklers feature a UL and C-UL Listing that permits their use with unobstructed or non-combustible obstructed ceiling construction as defined and permitted by NFPA 13, as well as a specific appli- cation listing for use under concrete tees. Series EC-11 and EC-14 Extended Coverage Sprinklers have been fire tested to compare their performance to that of standard coverage spray sprin- klers. These tests have shown that the protection provided is equal to or more effective than standard coverage spray sprinklers. IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page i of 8 EC-14 Sprinklers, Upright an ge Light and Worldwide I www.tyco-fire.comContacts d Pendent Ordinary Hazard Corrosion -resistant coatings, where applicable, help extend the life of copper alloy sprinklers beyond that which occurs when exposed to corrosive atmospheres. Although corro- sion -resistant coated sprinklers passed standard corrosion tests of the appli- cable approval agencies, this testing is not representative of all possible corrosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these corrosion -resistant coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/ chemical velocity should be consid- ered, along with the corrosive nature of the chemical to which the sprinklers will be exposed. INOTM Series EC-11 and EC-14 Extended Coverage Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating condition. Contact the installing contractor or product manufacturer with any questions. NOVEMBER 2014 Sprinkler Identification Numbers (SINS) TY5137 - Upright, 11.2K TY5237 - Pendent, 11.2K TY6137 - Upright, 14.OK TY6237 - Pendent, 14.OK TY5137 is a re -designation for C5137, G1894, and S2510. TY5237 is a re -designation for C5237, G1893, and S2511. TY6137 is a re -designation for C6137, G1896, and S2610. TY6237 is a re -designation for C6237, G1895, and S2611. TFP220 TFP220 Page 2 of 8 WRENCH FLAT 3/4" NPT** 7- 2-7/16" 61,9 mm) UPRIGHT & PENDENT 1/2" (12,7 mm) NOMINAL MAKE -IN UPRIGHT Technical Data ESCUTCHEON PLATE RPATwr si iRFACE 1 2 3 16" 4 nm) 5 6* CROSS PENDENT SECTION Components: 1 - Frame 2 - Button 3 - Sealing Assembly 4 - Bulb 5 - Compression Screw 6 - Deflector Temperature rating is indicated on Deflector. Pipe thread connections per ISO 7-1 can be provided on special request. FIGURE 1 SERIES EC-11 AND EC-14 EXTENDED COVERAGE SPRINKLERS 11.2 K-FACTOR UPRIGHT (TY5137) AND PENDENT (TY5237) 14.0 K-FACTOR UPRIGHT (TY6137) AND PENDENT (TY6237) ASSEMBLY Approvals TYCO Series EC-11 and EC-14 Extended Coverage Upright, Pendent, and Recessed Pendent Sprinklers are UL and C-UL Listed. Refer to Table A for complete sprinkler approval infor- mation including corrosion -resistant status. The approvals apply to the service conditions indicated in the Design Criteria section. Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers are FM Approved. Refer to Table A for complete sprinkler approval information including corrosion -resis- tant status. The approvals apply to the service conditions indicated in the Design Criteria section. The Style 60 Two -Piece Flush Escutcheon (Figure 4) is UL Listed and FM Approved for use with the Series EC-11 and EC-14 Pendent Sprinklers. Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection 3/4 inch NPT Discharge Coefficients K = 11.2 gpm/psis/2 (161,3 Ipm/bars/2) K = 14.0 gpm/psis/2 (201,6 Ipm/bars/2) Temperature Ratings Refer to Table A. Finish Sprinkler: Refer to Table A. Recessed or Flush Escutcheon: White -Coated, Chrome -Plated, and Brass -Plated Physical Characteristics Frame ....................... Bronze Button ....................... Bronze Sealing Assembly....... Beryllium Nickel w/TEFLON Bulb ................... Glass (3 mm) Compression Screw............ Bronze Deflector ...................... Brass Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, which then allows the sprinkler to activate and flow water. Design Criteria TYCO Series EC-11 and EC-14 Extended Coverage Sprinklers must only be installed in accordance with the applicable UL and C-UL Listing or FM Approval requirements as indicated below. Only Style 30 or 40 Recessed Escutcheons are to be used for recessed installation, as applicable. Refer to Tables A, B, and C. TFP220 Page 3 of 8 Hazard Type Temperature Bulb Liquid Sprinkler Finish (See Note 5) Natural Brass Chrome Plated I Polyester' Lead Coated Upright K=11.2 (TY5137) 135°F(57°C) Orange 1, 2, 3", 4 155°F (68°C) Red 175°F (79°C) YellowLight Pendent Table B describes UL and C-UL K=11.2 (TY5237) K=14.0 (TY6237) 1, 2, 4 1, 2, 4200°F (93°C) Green 286°F (141°C) Blue Recessed Pendent K=11.2 (TY5237) K=14.0 (TY6237) With Style Escutcheonn 135°F (57°C) Orange 1, 2, 3, 4 1, 2, 4 N/A Sensitivity Rating Table C describes FM Sensitivity Rating 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue Ordinaryy Table B describes UL and C-UL Sensitivity Rating Table C describes FM Sensitivity Rating Upright K=11.2 (TY5137) K=14.0 (TY6137) Pendent K=11.2 (TY5237) K=14.0 (TY6237) 135°F (57°C) Orange 1, 2, 3, 4 1, 2, 3, 4 155°F (68°C) Red 175°F (79°C) Yellow 1, 2, 4200°F (93°C) Green 286°F (141°C) Blue Recessed Pendent 11.2 =TY5237K ( ) K=14.0 (TY6237) With Style 30 or 40 135°F(57°C) Orange 1, 2, 4 N/A 155°F (68°C) Red 175°F (79°C) Yellow 200°F(93°C) GreenEscutcheon Notes (5). Where Polyester Coated or Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Cor- 1) Listed by Underwriters Laboratories, Inc. (UL) rosion Resistant Sprinklers 2) Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) Frame and Deflector only 3) Approved by Factory Mutual Research Corporation (FM) Pendent Only 4) Approved by the City of New York under MEA 177-03-E N/ANot Available TABLE A LABORATORY LISTINGS AND APPROVALS Light Hazard Ordinary Hazard Area Style 135° F 155°F 175°F 200°F 286°F 135°F 155°F 175°F 200°F 286°F 57° C) 68°C) 79°C) 93°C) 141°C) 57°C) 68°C) 79°C) 93°C) 141°(C) Upright or Pendent OR OR OR QR QR 14 x 14 Style 30 Recessed OR QR OR OR QR Style 40 Recessed QR OR QR OR QR Upright or Pendent QR' QR' QR' QR' QR' SR SR SR SR SR 16 x 16 Style 30 Recessed QR' QR' QR' QR' OR' SR SR SR SR SR Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR SR Upright or Pendent QR' QR' QR' QR' QR' SR SR SR SR SR 18 x 18 Style 30 Recessed QR' QR' QR' QR' QR' SR SR SR SR SR Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR SR Upright or Pendent QR' QR' QR' SR' SR' SR SR SR SR SR 20 x 20 Style 30 Recessed QR' QR' QR' SR' SR' SR SR SR SR SR Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR SR QR: Quick Response SR: Standard Response N/ A: Not Applicable Does not apply to Upright K=14.0 TABLE B SENSITIVITY RATING FOR UL AND C-UL LISTING OF SERIES EC-11 OR EC-14 SPRINKLERS Refer to Table D for Permitted K-Factor/Area Combinations) TFP220 Page 4 of 8 HCA Linear Spacing Area Spacing Ceiling Height Ceiling Type K-factor Style Response Min Max Min Max Noncombustible Unobstructed, 11.2 EC Pendent or 10 20 100 400 Up to 30 Noncombustible Obstructed, or 14.0 EC Upright Combustible Unobstructed Noncombustible Unobstructed, 11.2 EC Pendent 10 20 100 400 Up to 30 Noncombustible Obstructed, or 14.0 EC Recessed Combustible Unobstructed Style 30 Quick1020100400Upto30Combustibleobstructed11.2 EC 14.0 EC Pendent or Upright 11.2 EC Pendent 10 20 100 400 Up to 30 Combustible obstructed 14.0 EC Recessed Style 30 10 20 100 400 Over 30 and up to 45 Noncombustible Unobstructed 11.2 EC 14.0 EC Upright HC-2 Linear Spacing Area Spacing Ceiling Height Ceiling Type K-factor Style Response Min Max Min Max 10 20 100 400 Up to 30 Noncombustible Unobstructed, 11.2 EC Upright Quick1020100400Upto3014.0 EC Pendent or UprightCombustibleUnobstructed 10 16 100 256 Over 30 and 11.2 EC Upright up to 45 14.0 EC HC-3 Linear Spacing Area Spacing Ceiling Height Ceiling Type K-Factor Style Response Min Max Min Max 10 16 100 256 Up to 30 Noncombustible Unobstructed, 11.2 EC Upright Quick 10 20 100 400 Up to 30 14.0 EC Pendent or UprightCombustibleUnobstructed 10 16 100 256 Over 30 and up to 45 11.2 EC, 14.0 EC I Upright NOTE 1 The design for K 11.2 EC (K 160 EC) sprinklers should not include fewer than six sprinklers or have a design pressure of less than 12 psi (0,8 bar); similarly the design for K 14.0 EC (K 200 EC)sprinklers should not include fewer than four sprinklers or have a design pressure of less than 18 psi (1,2 bar) 2. For flow criteria, refer to FM Loss Prevention Data Sheet 3-26 TABLE C SENSITIVITY RATING FOR FM APPROVAL OF SERIES EC-11 OR EC-14 SPRINKLERS Note: Refer to FM Loss Prevention Data Sheet 2-0 for permitted K-factor/area combinations) UL and C-UL Listing Requirements 1. Series EC-11 and EC-14 Sprinklers may be used for the coverage areas shown in Table D, based on main- taining the minimum specified flow rate as a function of coverage area and hazard group for all sprinklers in the design area. 2. Series EC-11 and EC-14 Sprinklers are permitted to be used with unobstructed or non-combustible obstructed ceiling construction as defined and permitted by NFPA 13; for example: Unobstructed, combustible or noncombustible, ceiling construc- tion with a deflector to ceiling/roof deck distance of 1 to 12 inches 25 to 300 mm). Obstructed, non-combustible, ceiling construction with a deflector location below struc- tural members of 1 to 6 inches 25 to 150 mm) and a maximum deflector to ceiling/roof deck distance of 22 inches (550 mm). 3. Series EC-11 and EC-14 Sprinklers, specifically tested and listed for non-combustible obstructed construction, are permitted to be used within trusses or bar joists having non-combustible web members greater than 1 inch (25.4 mm) when applying the 4 times obstruction criteria rule defined under "Obstructions to Sprinkler Discharge Pattern Development'. 4. To prevent cold soldering, the minimum allowable spacing between Series EC-11 and EC-14 Sprinklers, is 8 feet (2,4 m) for upright sprinklers and 9 feet (2,7 m) for pendent sprinklers. TFP220 Page 5 of 8 Description Area Light Hazard 010 Hazard Group I Ordinary Hazard 0.15 gpM/ft2 Group II Ordinary Hazard 0.20 gpm/ft gpm psi gpm psi gpm psi 14 x 14 30 7.2 30 7.2 39 12.1 TY5137 16 x 16 30 7.2 39 12.1 51 20.7 18 x 18 33 8.7 49 19.1 65 33.7 K=11.2) Upright 20 x 20 40 12.8 60 28.7 80 51.0 14 x 14 30 7.2 30 7.2 39 12.1 TY5237 16 x 16 30 7.2 39 12.1 51 20.7 K=11.2) Pendent 18 x 18 33 8.7 49 19.1 65 33.7 20 x 20 40 12.8 60 28.7 80 51.0 14 x 14 N/A N/A 39 7.8 51 13.3 TY6137 16 x 16 N/A N/A 39 7.8 51 13.3 18 x 18 N/A N/A 49 12.3 65 21.6 K=14.0) Upright 20 x 20 N/A N/A 60 18.4 80 32.7 14 x 14 37 7.0 39 7.8 51 13.3 TY6237 16 x 16 37 7.0 39 7.8 51 13.3 K=14.0) Pendent 18 x 18 37 7.0 49 12.3 65 21.6 20 x 20 40 8.2 60 18.4 80 32.7 1 ft. = 0.3048 m 1 psi = 0.06895 bar1ft.z =0.093 m2 1 gpm = 3.785 Ipm 1 gpm/ft2 = 40.74 mm/min TABLE D FLOW CRITERIA FOR UL AND C-UL LISTING OF SERIES EC-11 AND EC-14 SPRINKLERS 5. Series EC-11 and EC-14 Sprinklers are to be installed in accordance with all other requirements of NFPA 13 for extended coverage upright and pendent sprinklers; For example, obstructions to sprinkler discharge, obstructions to sprinkler pattern development, obstructions to prevent sprinkler discharge from reaching hazard and clearance to storage. UL and C-UL Specific Application Listing Requirements for Installation under Concrete Tees Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers (TY5137, TY5237, TY6137 and TY6237) have a UL and C-UL Specific Application Listing for use under concrete tees when installed as follows: 1. Stems of the concrete tee construc- tion must spaced at less than 7.5 feet (2,3 m) on center but more than 3 feet (0,9 m) on center. The depth of the concrete tees must not exceed 30 inches (762 mm). The maximum permitted concrete tee length is 32 feet (9,8 m). However, where the concrete tee length exceeds 32 feet 9,8 m), non-combustible baffles, equal in height to the depth of the tees, can be installed so that the space between the tees does not exceed 32 feet (9,8 m) in length. The sprinkler deflectors are to be located in a horizontal plane at or above 1 inch (25,4 mm) below the bottom of the concrete tee stems. When the sprinkler deflectors are located higher than a horizontal plane 1 inch (25,4 mm) beneath the bottom of the concrete tee stems, the obstruction to sprinkler discharge criteria requirements of NFPA 13 for extended coverage upright and pendent sprinklers applies. FM Approval Requirements Series EC-11 and EC-14 Extended Coverage Sprinklers are to be installed in accordance with the applicable Factory Mutual Loss Prevention Data Sheet for limited use in buildings of specific roof construction and for the protection of certain specific ordinary hazard (non -storage and/or non-flam- mable or combustible liquid) occu- pancies. Information provided in the FM Loss Prevention Data Sheets relates to, but not limited to, hydraulic design, ceiling slope, and obstructions, minimum and maximum allowable spacing, and deflector -to -ceiling distance. These criteria may differ from UL and/or NFPA criteria. Therefore, the designer should review and become familiar with Factory Mutual requirements before proceeding with design. TFP220 Page 6of8 2-7/8" DIA. 1/2t1/8" (73,0 mm) 1/2" (12,7 mm) 12,7t3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF ( 57,2 mm) SPRINKLER 1/8" FITTING (3,2 mm) MOUNTING MOUNTINGSURFACE PLATE CLOSURE 1-3/8" (34,9 mm) 1-1/8" (28,6 mm) FIGURE 2 SERIES EC-11 AND EC-14 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 2-7/8" DIA. 5/8t1/4" (73,0 mm) 3/4" (19,1 mm) 15,9t6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF ( 57,2 mm) SPRINKLER 1/8'. FITTING (3,2 mm) MOUNTING MOUNTING SURFACE PLATE CLOSURE 1-3/8" (34,9 mm) 7/8" (22,2 mm) FIGURE 3 SERIES EC- 11 AND EC-14 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 2-7/8" DIA. 73,0 mm) INTERNAL 2-1/4" DIA. DIMENSIONS OF 57,2 mm) STYLE 60 ESCUTCHEON ACCOMMODATE CLASS 150 MALLEABLE FACE OF IRON REDUCING SPRINKLER FITTING: SPRINKLER FITTING 3/8" (9,5 mm) ABOVE TO 1/8" (3,2 mm) BELOW MOUNTING MOUNTING SURFACE 1/8" SURFACE I V 3,2 mm) ESCUTCHEON PLATE SEATING SURFACE: 1/4" (6,4 mm) ABOVE CLOSURE TO 1/2" (12,7 mm) BELOW 3/4" NPT 2-5/16" (58,7 mm) MOUNTING SURFACE; MOUNTING 1-13/16" (46,0 mm) 3/4" (19,1 mm) TOTAL PLATE ADJUSTMENT FIGURE 4 SERIES EC-11 AND EC-14 PENDENT SPRINKLER ASSEMBLY WITH 314 INCH TOTAL ADJUSTMENT STYLE 60 TWO-PIECE FLUSH ESCUTCHEON Installation Series EC-11 and EC-14 Sprinklers must be installed in accordance with this section. General Instructions Do not install any bulb -type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch 1,6 mm) for the 135°F (57°C) to 3/32 inch (2,4 mm) for the 286°F (141°C) temperature ratings. A leak -tight 3/4 inch NPT sprinkler joint should be obtained by applying a minimum -to -maximum torque of 10 to 20 ft.-Ibs. (13,4 to 26,8 Nm). Higher levels of torque may distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in an Escutcheon Plate by under or over - tightening the Sprinkler. Re -adjust the position of the sprinkler fitting to suit. Step 1. Install the sprinkler with the deflector parallel to the mounting surface. Install pendent sprinklers in the pendent position; install upright sprin- klers in the upright position. Step 2. After installing the Style 30, 40, or 60 mounting plate (or other FITTING SIDE" TOWARDS SPRINKLER FITTING WRENCH RECESS END "A") FIGURE 5 W-TYPE 3 SPRINKLER WRENCH WRENCH RECESS NO WRENCH HEX FIGURE 6 W-TYPE 22 RECESSED SPRINKLER WRENCH applicable escutcheon) over the sprinkler pipe threads and with pipe - thread sealant applied to the pipe threads, hand -tighten the sprinkler into the sprinkler fitting. Step 3. For upright or pendent sprin- klers wrench -tighten using only the TFP220 Page 7 of 8 P/N 51 -XXX I X XXX SPRINKLER TEMPERATURE SIN FINISH' RATING 893 11.2K PENDENT TY5237 1 NATURAL BRASS SIGNAL WHITE (RAL9003) 894 11 2K UPRIGHT TY5137 4 POLYESTER 895 14.OK PENDENT TY6237 5 JET BLACK (RAL9005) POLYESTER I896 I 14.OK UPRIGHT I TY6137 I 1 7 1 LEAD COATED Escutcheon ordered separately 9 1 CHROME -PLATED 135 135°F (57°C) 155 155'F (68°C) 175 175°F(79'C) 200 200oF(93oC) 286 286°F (141°C) 000 OPEN" OPEN indicates sprinkler assembly without glass bulb, button, and sealing assembly. TABLE E SERIES EC-11 AND EC-14 UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION W-Type 3 (End A) Sprinkler Wrench. For the pendent sprinkler installed with Style 30, 40, or 60 Escutcheon, wrench -tighten the sprinkler using only the W Type 22 Sprinkler Wrench. Apply the wrench recess of the appli- cable sprinkler wrench (Figure 5 and 6) to the sprinkler wrench flats (Figure 1). Care and Maintenance TYCO Series EC-11 and EC-14 Sprinklers must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section.) Frequent visual inspections are recom- mended to be initially performed for corrosion resistant coated sprin- klers, after the installation has been completed, to verify the integrity of the corrosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of inspecting from the floor level, a random sampling of close-up visual inspections should be made, so as to better determine the exact sprinkler condition and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards recognized by the Approval agency e.g., NFPA 25), in addition to the standards of any authorities having jurisdiction. Contact the installing contractor or product manufacturer with any questions. Automatic sprinkler systems are recom- mended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series EC-11 or EC-14 (specify) Sprinkler, SIN (specify), (specify) K-factor, Pendent or Upright (specify) Extended Coverage, (specify) temper- ature rating, (specify) finish, P/N (from to Table E) Recessed Escutcheon, Two -Piece Specify: Style (30 or 40) Two -Piece Recessed Escutcheon with (specify) finish, P/N (specify') Flush Escutcheon, Two -Piece Specify: Style 60 Two -Piece Flush Escutcheon with (specify) finish, P/N specify`) Refer to Technical Data Sheet TFP778 Sprinkler Wrenches Specify: W-Type 3 Sprinkler Wrench, P/N 56-895-1-001 Specify: W-Type 22 Recessed Sprinkler Wrench, P/N 56-665-7-001 TFP220 Page 8 of 8 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. t/ Cin TEFLON is trademark of The DuPont Corporation. Fire Protection Products i BELLS PPOTTER PBA-AC & PBD-DC File Symbol of Proleclion DIMENSIONS INCHES(mm) FIG.1 BELLS FIG.2 WEATHERPROOFBACKBOX BOX HAS ONE THREADED 12•CONDUI t ErdTRAr•:Ck j ,--- IN I ;zoo) 1 I I Erb ! u+•r., In.-I FIG. 3 WIRING (REAR VIEW) D.C. HELLS (OUSERVE I-IOLARITY) NC- r—{I V' IU 1• •' bill Ir.o-a-1,r1 wIII r. tt(t lw :., (uM••+ISCI. IS M(')VI4(0 VA A wD DWI It AU: AS S• JA'• I C850M r-0tAPoIr TO Rrrc CC brils t:li Alrt 1•Uil ll'.1 (r ) D'.% #'775- S r.I co-.4lm. I,•LcI I ( T.) N" lc1la•4 art, wlll'r I,I CI.ILA. SWIwyO. IS -M,-tO u)l •(1 all :uC1 •. S•UAw NGI t S. 1 NI•I I: U511.:. -.L h[ItS. 1[MU'r.AI( (ACII 1r14A -1k( •1•:rl Aillr tl N P .JASI rlrl l i4n-[:•-IINf Kf-;I%I0I1 I: %0I RILVIRfn 0•. ,C Nt,t_ INSTALLATION I The Uell should be mounted a rnininium of © ft. (2,4m) from the floor or as close to the ceiling as possible 2 Remove the gong. 3. Connect wiring (see Fig. 3). a fvlowni hell mechanism to backbox (bell mechanlSrn must be ntou(tled with the striker pointing [town; 5. Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing. is in the hole in the gone). 5. Test all bells for proper operation and observe that they can be heard where required (bells must he heard In all areas • as designated by the authority having jurisdiction). PI,INI L U IN USA MKl a[M4001 • REV 0 P UE ? 01 Print Welded Outlet Fittings ANVIL' MER IT. For Fire Protection & Other Low Pressure Piping Systems Merit Weld -Miser"',' Tee -Leta Welding Branch Outlet Fittings offer the user a high strength, low cost forged threaded and grooved line of fittings specifically designed and manufactured to be installed on Schedules 5 thru 10, proprietary thin wall flow pipe and standard wall pipe. Merit Tee -Lets ore forged steel welding outlet fittings. The material used in manufacture meets the chemical and physical requirements of ASTM A 53, Grades A or B, Type E, A-135, A-795, Tee -lets employ a low weld volume design to provide for either a partial or full penetration weld employing a single pass with minimum burn -through and pipe distortion. Weld Miser Tee -lets ore recommended for use on proprietary thin wall, Schedules 5, 10 and 40 pipe. Threads comply with ANSI B 1.20.1 or ISO7/ 1. They ore UL listed and FM Approved for use conforming to the requirements of Bulletin 13 1999 of the National Fire Protection Association. When used in fire sprinkler systems, Tee -lets are rated for 300 psi. OUTLET EX6032, FM APPROVAL Outlet Model Owlet Pipe Size Heoder Pipe Site Rated Pressure 4 h lee•{et Type A F•Threokl (nd) 3 1 I , 15s, 2. 2h, 3,4 6 (Sch.10. 40) 30D Nh S, DyrroFlow) 1 4 V4170 2.4 6 (El4bw) Ter{et lype { Grooved Ind) 11,11- 6 1!6.6 (56.10, 40) 300 leNer IM (/P. Roll Grooved Ind) 1''- • 6 1B (AU Schedules) 300 http:/ hvwNv.anviIintl.com/ProductSearch/PrintProduct.aspx?lid=4213 5/8/2013 Print 11 7WJtiwi UNIFIED DESIGN" SERIES Merit's Unified Design Series carries all importo design considerations into its entire line of weldin branch outlet fittings. www.anvilintl.com rr. A s 12.1 Welded Outlet Fittings =' AIV L Merits Weld -Miser'" Tee -lets¢ are designed and Manufactured to reduce the amount of weld required to install the Tee -Lets on thin wall or proprietary flow pipe. Typically only one weld -pass completes the installation. Merit Tee -Let install with less weld volume than any other bra of welding outlet fittings for fire sprinkler applico accomplish this: The contoured end of the fittings employs a reduced outside diameter. Two major advantages are immediately apparent: The thinner wall on the contoured end permits welding temperatures to be matched to the thickness of the branch line or main thereby insuring complete penetration without cold welds, weld roll -off, burn. through or excessive distortion. On smaller sizes a heavier section is maintained on the threaded end of the fitting. This protects the threads from damage during shipping and handling prior to installation as well as from weld distortion. Each outlet size P12' and larger, whether male or femole threaded, cut grooved or beveled requires the some hole size in the header pipe. This simplifies the installation process. GENERAL SPECIFICATIONS Tee -let welding outlet fittings are manufactured from highly weldable steel which conforms to the chemical and physical requirements of ASTM A-53, Grades A or B, Type E. Ease of installation is assured when automatic welding equipment is used to install Merit Tee -Lets. nt , m g t to 0 s fi nd oth lions. To Threads are cut in accordance with the require- ents of ANSI B 1.20.1, national standard for pered pipe threads, or ISO.7.1 threads re available. Tee -let threaded and grooved welding outlet fittings are Ul/ULC Listed and FM Approved for use in the fire sprinkler systems installed in accordance with the requirements of NFPA Bul. letin 13. They ore rated for 300 PSI operation in re sprinkler systems, and higher pressures in er noncritical piping systems. Tee -lets are offered in a wide variety of header sizes. The consolidated header sizes shown in the following charts allow the fittings to be installed on more than one header size, permitting the first size listed to fit the header perfectly, while a small gap along the longitudinal center line of the header will appear for the second size listed. Merita Weld -Miser" Tee -lets' are identified by a lot number that provides full traceability per ISO 9000 specifications. FOR YOUR PIPING SYSTEMS SPECIFY WELD -MISER" TEE -LET' Branch Outlet Fillings shall be Merit Weld -Miser Tee -let, Lightweight forged steel, employing low weld volume profile to provide for full penetration welds with minimum burn through and pipe distortion on Schedule 5 thru 10, proprietary thin wall, and standard wall pipe. Threads are to be ANSI B 1.20.1, or ISO.7.1, and the bore of the fittings calculated to improve flow. Welding outlets to be UL listed, FM Approved for use conforming to NFPA, Bulletin 13 and pressure rated for 300 PSI maximum. http://www.anvilinti.com/ProductSearch/PrintProduct.aspx'?lid=4213 5/8/2013 HYDRAULIC CALCULATIONS FOR L.A. FITNESS SANFORD, FL. BASKETBALL COURT JAN 31, 2018 DESIGN DATA - OCCUPANCY CLASSIFICATION: LIGHT HAZARD SYSTEM TYPE: WET SYSTEM DENSITY: 1 gpm/sf AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 187 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 11 heads TOTAL SPRINKLER WATER FLOW REQUIRED: 215.9 gpm TOTAL WATER REQUIRED (including hose): 315.9 gpm FLOW & PRESSURE (at base of riser): 215.9 gpm @ 35.0 psi FLOW & PRESSURE (at source): 315.9 gpm @ 42.1 psi SAFETY FACTOR: 17.0 psi SPRINKLER ORIFICE SIZE: 5.6K 1/2 inch AUTHORITY HAVING JURISDICTION: FIRE MARSHAL FOR DRAWN BY: R. THOMPSON NICET III #131349 PERRONE FIRE PROTECTION TAMPA, FL. Jt'K11VriLr.K JYJ1 11 riYLKtiUL1l. 1-l1VtiLYJ1J Date: 01/31 JOB TITLE: L.A. FITNESS SANFORD BASKETBALL WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL NODE PRESS. PRESS. @ PRESS. @ DEMAND TAG PSI) PSI) GPM) (PSI) GPM) SRC 60.0 52.0 1050.0 59.1 315.9 AGGREGATE FLOW ANALYSIS: rage i LAFSAN2.SDF REQ'D PRESS. PSI) 42.1 TOTAL FLOW AT SOURCE 315.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 215.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE FT) PSI) GPM) 21 24.0 K= S.60 11.1 18.7 22 24.0 K= 5.60 11.3 18.8 23 24.0 K= 5.60 11.8 19.2 24 24.0 K= 5.60 12.9 20.1 25 24.0 K= 5.60 11.2 18.7 26 24.0 K= 5.60 11.4 18.9 27 24.0 K= 5.60 11.9 19.3 28 24.0 K= 5.60 13.0 20.2 29 24.0 K= 5.60 13.3 20.4 30 24.0 K= 5.60 13.4 20.5 31 24.0 K= 5.60 14.0 21.0 41 24.0 15.2 42 24.0 15.3 43 24.0 15.6 TR 15.0 28.7 BR 2.0 3S.0 R1 2.0 35.9 DO 2.0 36.1 DI 2.0 41.1 SRC 0.0 SOURCE 42.1 215.9 7Y1[11Vt\lCJx 5lz3lt1l1 MIUrv-iULll.. Ei1VtiLYJ1J rage 2 Date: 01/31 LAFSAN2.SDF JOB TITLE: L.A. FITNESS SANFORD BASKETBALL PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -18.7 1.682 PL 13.50 PF 0.2 21 24.0 5.6 11.1 18.7 2.7 120 FTG ---- PE 0.0 22 24.0 5.6 11.3 18.8 0.011 TL 13.50 PV 0.0 Pipe: 2 -37.5 1.682 PL 13.00 PF 0.5 22 24.0 5.6 11.3 18.8 5.4 120 FTG ---- PE 0.0 23 24.0 5.6 11.8 19.2 0.042 TL 13.00 PV 0.2 Pipe: 3 -56.7 1.682 PL 12.00 PF 1.1 23 24.0 5.6 11.8 19.2 8.2 120 FTG ---- PE 0.0 24 24.0 5.6 12.9 20.1 0.090 TL 12.00 PV 0.5 Pipe: 4 -76.8 1.682 PL 4.67 PF 2.3 24 24.0 5.6 12.9 20.1 11.1 120 FTG T PE 0.0 41 24.0 0.0 15.2 0.0 0.157 TL 14.67 PV 0.8 Pipe: 5 -18.7 1.682 PL 13.50 PF 0.2 25 24.0 5.6 11.2 18.7 2.7 120 FTG ---- PE 0.0 26 24.0 5.6 11.4 18.9 0.012 TL 13.50 PV 0.0 Pipe: 6 -37.6 1.682 PL 13.00 PF 0.5 26 24.0 5.6 11.4 18.9 5.4 120 FTG ---- PE 0.0 27 24.0 5.6 11.9 19.3 0.042 TL 13.00 PV 0.2 Pipe: 7 -57.0 1.682 PL 12.00 PF 1.1 27 24.0 5,6 11.9 19.3 6.2 120 FTG ---- PE 0.0 28 24.0 5.6 13.0 20.2 0.090 TL -12.00 PV 0.5 Pipe: 8 -77.1 1.682 PL 4.67 PF 2.3 28 24.0 5.6 13.0 20.2 11.1 120 FTG T PE 0.0 42 24.0 0.0 15.3 0.0 0.159 TL 14.67 PV 0.8 Pipe: 9 -20.4 1.682 PL 13.00 PF 0.2 29 24.0 5.6 13.3 20.4 2.9 120 FTG ---- PE 0.0 30 24.0 5.6 13.4 20.5 0.014 TL 13.00 PV 0.1 Pipe: 10 -40.9 1.682 PL 12.00 PF 0.6 30 24.0 5.6 13.4 20.5 5.9 120 FTG ---- PE 0.0 31 24.0 5.6 14.0 21.0 0.049 TL 12.00 PV 0.2 Pipe: 11 -61.9 1.682 PL 4.67 PF 1.5 31 24.0 5.6 14.0 21.0 8.9 120 FTG T PE 0.0 43 24.0 0.0 15.6 0.0 0.105 TL 14.67 PV 0.5 Pipe: 12 -76.8 3.260 PL 19.67 PF 0.1 41 24.0 0.0 15.2 0.0 3.0 120 FTG ---- PE 0.0 42 24.0 0.0 15.3 0.0 0.006 TL 19.67 PV 0.1 Pipe: 13 -154.0 3.260 PL 10.67 PF 0.2 42 24.0 0.0 15.3 0.0 5.9 120 FTG ---- PE 0.0 43 24.0 0.0 15.6 0.0 0.023 TL 10.67 PV 0.2 Z)eK111jriLnK ZD1Z> 'L.111 HILKhlULll., JIUW-L10113 rage Date: 01/31 LAFSAN2.9DF JOB TITLE: L.A. FITNESS SANFORD BASKETBALL PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -215.8 3.260 PL 164.00 PF 9.3 43 24.0 0.0 15.6 0.0 8.3 120 FTG T5L PE 3.9 TR 15.0 0.0 28.7 0.0 0.042 TL 219.00 PV 0.5 Pipe: 15 -215.8 4.260 PL 13.00 PF 0.6 TR 15.0 0.0 28.7 0.0 4.9 120 FTG LC PE 5.6 BR 2.0 0.0 35.0 0.0 0.012.TL 50.00 PV 0.2 Pipe: 16 -215.8 6.357 PL 515.00 PF 1.0 BR 2.0 0.0 35.0 0.0 2.2 120 FTG 7LG PE 0.0 R1 2.0 0.0 35.9 0.0 0.002 TL 596.00 PV 0.0 Pipe: 17 -215.8 6.080 PL 55.00 PF 0.2 R1 2.0 0.0 35.9 0.0 2.4 150 FTG T2L PE 0.0 DO 2.0 0.0 36.1 0.0 0.001 TL 129.00 PV 0.0 Pipe: 18 FIXED PRESSURE LOSS DEVICE DI 2.0 0.0 41.1 0.0 5.0 psi, 215.8 gpm DO 2.0 0.0 36.1 0.0 Pipe: 19 -215.9 6.080 PL 15.00 PF 0.1 DI 2.0 0.0 41.1 0.0 2.4 150 FTG T2LG PE 0.9 SRC 0:0 SRCE 42.1 (N/A) 0.001 TL 94.00 PV 0.0 NOTES: 1) Calculations were performed by the HASS 6.0 computer program under license no. ' F675. _ granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 2) The system has been balanced to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.056 gpm. 3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 11.1 ft/sec at pipe B. Jrx11v111 x JYJl'P1 tYYUt(LiULlI xivfu sJ1J rage 4 Date: 01/31 LAFSAN2.SDF JOB TITLE: L.A. FITNESS SANFORD BASKETBALL 4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly 7 ---------------------------------------------- N NPTee 1.682 5.00 10.00 3.00 11.00 7.00 1.00 12.00 12.00 10.00 3.260 9.00 20.00 7.00 22.00 13.00 1.00 18.00 13.00 20.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 13.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 24.00 38.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.080 21.00 46.00 14.00 49.00 15.00 5.00 46.00 J YK11V111.1:.t( J Y J'11J1 1 ri Y Lt(t UL1l. i 1V1iL r J 1 J Date: 01/31. JOB TITLE: L.A. FITNESS SANFORD BASKETBALL WATER SUPPLY CURVE 60*\\\ I 0 55+ I 52.0 psi @ I Flow Test 50+ I I I 45+ I I X I P 40+ R I E S I S 35+ U I R I E I 30+ 1 P I S I I 25+ I I I 2 0+ I I I 15+ I I 10+ f1 LEGEND 1 X Required Water Supply it I 42.10 psi @ 315.9 gpm TV 5 + IT I 0 Available Water Supply I I 59.13 psi @ 315.9 gpm IT 1050 gpm Point rage j LAFSAN2.SDF 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) HYDRAULIC CALCULATIONS FOR L.A. FITNESS SANFORD, FL. FREE WEIGHTS (MAIN AREA) JAN 31, 2018 DESIGN DATA - OCCUPANCY CLASSIFICATION: LIGHT HAZARD SYSTEM TYPE:. WET SYSTEM DENSITY: .1 gpm/sf AREA OF APPLICATION: 11S00 sq. ft. COVERAGE PER SPRINKLER: 324 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 6 heads TOTAL SPRINKLER WATER FLOW REQUIRED: 210.2 gpm TOTAL WATER REQUIRED (including hose): 310.2 gpm FLOW & PRESSURE (at base of riser): 210.2 gpm @ 42.6 psi FLOW & PRESSURE (at source): 310.2 gpm @ 49.7 psi SAFETY FACTOR: 9.5 psi SPRINKLER ORIFICE SIZE: 11.2K 3/4 inch AUTHORITY HAVING JURISDICTION: FIRE MARSHAL FOR DRAWN BY: R. THOMPSON NICET III #131349 PERRONE FIRE PROTECTION TAMPA, FL. JYx11vt1LLx 5IJlydrl riYLxtiVLll_, ruvti.UI51J rage 1 Date: 01/31 LAFSANI.SDF JOB TITLE: L.A. FITNESS SANFORD FREE WEIGHTS WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG PSI) PSI) GPM) PSI) GPM) PSI) SRC 60.0 52.0 1050.0 59.2 310.2 49.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 310.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 210.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE FT) PSI) GPM) 1 25.0 K=11.20 8.7 33.0 2 25.0 K=11.20 9.2 34.0 3 25.0 K=11.20 11.4 37.8 4 25.0 K=11.20 8.8 33.2 5 25.0 K=11.20 9.3 34.2 6 25.0 K=11.20 11.5 38.0 7 25.0 18.3 8 25.0 18.5 9 15.0 28.3 TR 15.0 36.3 BR 2.0 42.6 R1 2.0 43.5 DO 2.0 43.7 DI 2.0 48.7 SRC 0.0 SOURCE 49.7 210.2 JYx11VCWY,tt JYJ'1'Ll l riYLtttiULll 111VHLYJIJ rage G Date: 01/31 LAFSANI.SDF JOB TITLE: L.A. FITNESS SANFORD FREE WEIGHTS PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) K) PSI) GPM) F.L./FT PSI) Pipe: 1 33.0 1.682 PL 16.00 PF 0.5 1 25.0 11.2 8.7 33.0 4.8 120 FTG PE 0.0 2 25.0 11.2 9.2 34.0 0.033 TL 16.00 PV 0.2 Pipe: 2 67.0 1.682 PL 18.00 PF 2.2 2 25.0 11.2 9.2 34.0 9.7 120 FTG PE 0.0 3 25.0 11.2 11.4 37.8 0.122 TL 18.00 PV 0.6 Pipe: 3 104.8 1.682 PL 14.67 PF 6.9 3 25.0 11.2 11.4 37.8 15.1 120 FTG T PE 0.0 7 25.0 0.0 18.3 0.0 0.280 TL 24.67 PV 1.5 Pipe: 4 33.2 1.682 PL 16.00 PF 0.5 4 25.0 11.2 8.8 33.2 4.8 120 FTG PE 0.0 5 25.0 11.2 9.3 34.2 0.033 TL 16.00 PV 0.2 Pipe: 5 67.3 1.682 PL 18.00 PF 2.2 5 25.0 11.2 9.3 34.2 9.7 120 FTG PE 0.0 6 25.0 11.2 ll.5 38.0 0.123 TL 18.00 PV 0.6 Pipe: 6 105.3 1.682 PL 14.67 PF 7.0 6 25.0 11.2 11.5 38.0 15.2 120 FTG T PE 0.0 8 25:0 0.0 18.5 0.0 0.282 TL 24.67 PV 1.6 Pipe: 7 104.8 3.260 PL 16.00 PF 0.2 7 25.0 0:0 18.3 0.0 4.0 120 FTG PE 0.0 8 25.0 0.0 18.5 0.0 0.011 TL 16.00 PV 0.1 Pipe: 8 210.2 3.260 PL 103.00 PF 5.5 8 25.0 0.0 18.5 0.0 8.1 120 FTG T2L. PE 4.3 9 15.0 0.0 28.3 0.0 0.040 TL 137.00 PV 0.4 Pipe: 9 210.2 3.260 PL 170.00 PF 8.0 9 15.0 0.0 28.3 0.0 8.1 120 FTG 4L PE 0.0 TR 15.0 0.0' 36.3 0.0 0.040 TL 198.00 PV 0.4 Pipe: 10 210.2 4.260 PL 13.00 PF 0.6 TR 15.0 0.0 36.3 0.0 4.7 120 FTG CB PE 5.6 BR 2.0 0.0 42.6 0.0 0.011 TL 58.00 PV 0.2 Pipe: 11 210.2 6.357 PL 515.00 PF 0.9 BR 2.0 0.0 42.6 0.0 2.1 120 FTG 7LG PE 0.0 R1 2.0 0.0 43.5 0.0 0.002 TL 596.00 PV 0.0 Pipe: 12 210.2 6.080 PL 55.00 PF 0.2 Rl 2.0 0.0 43.5 0.0 2.3 150 FTG T2L PE 0.0 DO 2.0 0.0 43.7 0.0 0.001 TL 129.00 PV 0.0 Pipe: 13 FIXED PRESSURE LOSS DEVICE DI 2.0 0.0 48.7 0.0 5.0 psi, 210.2 gpm DO 2.0 0.0 43.7 0.0 rxllvr.l,r,x Z 101rLl n1L)rtxUj-Lk- rage Date: 01/31 LAFSANI.SDF JOB TITLE: L.A. FITNESS SANFORD FREE WEIGHTS PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT PSI) Pipe: 14 -210.2 6.080 PL 15.00 PF 0.1 DI 2.0 0.0 48.7 0.0 2.3 150 FTG T2LG PE 0.9 SRC 0.0 SRCE 49.7 (N/A) 0.001 TL 94.00 PV 0.0 NOTES: 1) Calculations were performed by the HASS 6.0 computer program under license no. F675 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 2) The system has been balanced to provide an average imbalance at each node of 0.007 gpm and a maximum imbalance at any node of 0.094 gpm. 3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 15.2 ft/sec at pipe 6. 4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet in) E. T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly N NPTee 1.682 5.00 10.00 3.00 11.00 7.00 1.00 12.00 12.00 10.00 3.260 9.00 20.00 7.00 22.00 13.00 1.00 18.00 13.00 20.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 13.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 24.00 38.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee DeM.L Vt\Lc,K 5x.Dlr 1v1 nll)±r uijll_ tIUNJ"LYJlJ rage 4 Date: 01/31 L.FSANI.SDF JOB TITLE: L.A. FITNESS SANFORD FREE WEIGHTS 6.080 21.00 46.00 14.00 49.00 15.00 5.00 46.00 JYK11VriL K JYJ1'Y 1 1 riYlJKtiUL1l HiVH1 YJ1J Date: 01/31 JOB TITLE: L.A. FITNESS SANFORD FREE WEIGHTS WATER SUPPLY CURVE rage 5 LAFSANI.SDF 60*\\\ I 0 \\\ 55+ \\\ 52.0 psi @ 1050 gpm I Flow Test Point 50+ X I I I 45+ I I I P 40+ ' R E S I S 35+ U I R I E I. 30+ I P I S I I 25+ I I I 20+ 1 I I 15+ I 10+ LEGEND " I" X = Required Water Supply 49.69 psi @ 310.2 gpm 5+ " 0 = Available Water Supply 59.16 psi @ 310.2 gpm " I " 0++-+---+----+-----+------+--------+--------+---------+----- 400 600 800 1000 1200 1400 1600 1800 FLOW (GPM) 2000 HYDRAULIC CALCULATIONS FOR L.A. FITNESS SANFORD, FL. POOL AREA JAN 31, 2018 DESIGN DATA - OCCUPANCY CLASSIFICATION: LIGHT HAZARD SYSTEM TYPE: WET SYSTEM DENSITY: .1 gpm/sf AREA OF APPLICATION: 1035 sq. ft. COVERAGE PER SPRINKLER: 187 sq. ft. NUMBER OF.SPRINKLERS CALCULATED: 8 heads TOTAL SPRINKLER.WATER FLOW REQUIRED: 169.5 gpm TOTAL WATER REQUIRED (including hose): 269.5 gpm FLOW & PRESSURE (at base of riser): 169.5 gpm @ 46.4 psi FLOW & PRESSURE (at source): 269.5 gpm @ 53.1 psi SAFETY FACTOR: 6.3 psi SPRINKLER ORIFICE SIZE: 5.6K 1/2 inch AUTHORITY HAVING JURISDICTION: FIRE MARSHAL FOR DRAWN BY: R. THOMPSON NICET III #131349 PERRONE FIRE PROTECTION TAMPA, FL. JrtC11Vt\LlJtt JY51L,1"1 riYUlt[-LUL1. ti1VH1YJ1J Date: 01/31 JOB TITLE: L.A. FITNESS SANFORD POOL WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL NODE PRESS. PRESS. @ PRESS. @ DEMAND TAG PSI) PSI) GPM) PSI) GPM) SRC 60.0 52.0 1050.0 59.4 269.5 AGGREGATE FLOW ANALYSIS: rage 1 LAFSANO.SDF REQ'D PRESS. PSI) 53.1 TOTAL FLOW AT SOURCE 269.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 169.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE FT) PSI) GPM) 101 15.0 K= 5.60 11.1 18.7 102 15.0 K= 5.60 12.7 20.0 103 15.0 K= 5.60 14.2 21.1 104 15.0 K= 5.60 16.0 22.4 105 15.0 K= 5.60 12.2 19.5 106 15.0 K= 5.60 13.9 20.9 107 15.0 K= 5.60 17.4 23.3 108 15.0 K= 5.60 17.7 23.6 111 15.0 15.0 112 15.0 16.4 113 15.0 18.6 114 15.0 33.7 TR 15.0 40.4 BR 2.0 46.4 R1 2.0 47.1 DO 2.0 47.2 DI 2.0 52.2 SRC 0.0 SOURCE 53.1 169.5 J t K11Vt\1,r.K J Y J'1 C.1 1 n Y 1JKtiV L.L tilVtY J 1 J rage 2 Date: 01/31 LAFSANO.SDF JOB TITLE: L.A. FITNESS SANFORD POOL PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) K) PSI) GPM) F.L./FT PSI) Pipe: 1 18.7 1.049 PL 14.00 PF 1.6 101 15.0 5.6 11.1 18.7 6.9 120 FTG PE 0.0 102 15.0 5.6 12.7 20.0 0.114 TL 14.00 PV 0.3 Pipe: 2 38.6 1.380 PL 14.17 PF 2.3 102 15.0 5.6 12.7 20.0 8.3 120 FTG T PE 0.0 ill 15.0 0.0 15.0 0.0 0.116.TL 20.17 PV 0.5 Pipe: 3 21.1 1.049 PL 0.67 PF 0.8 103 15.0 5.6 14.2 21.1 7.8 120 FTG T PE 0.0 ill 15.0 0.0 15.0 0.0 0.144 TL 5.67 PV 0.4 Pipe: 4 19.5 1.049 PL 14.00 PF 1.7 105 15.0 5.6 12.2 19.5 7.3 120 FTG PE 0.0 106 15.0 5.6 13.9 20.9 0.12S TL 14.00 PV 0.4 Pipe: 5 40.4 1.380 PL 14.17 PF 2.5 106 15.0 5.6 13.9 20.9 8.7 120 FTG T PE 0.0 112 15.0 0.0 16.4 0.0 0.126 TL 20.17 PV 0.5 Pipe: 6 23.6 1.380 PL 14.17 PF 0.9 108 15.0 5.6 17.7 23.6 5.1 120 FTG T PE 0.0 113 15.0 0.0 18.6 0.0 0.046 TL 20.17 PV 0.2 Pipe: 7 59.7 1.610 PL 8.00 PF 1.0 ill 15.0 O;O 15.0 0.0 9.4 120 FTG PE 0.0 104 i5.0 5.6 16.0 22.4 0.122 TL 8.00 PV 0.6 Pipe: 8 82.1 2.067 PL 6.67 PF 0.4 104 15.0 5.6 16.0 22.4 7.9 120 FTG PE 0.0 112 15.0 0.0 16.4 0.0 0.065 TL 6.67 PV 0.4 Pipe: 9 122.6 2.067 PL 6.67 PF 0.9 112 15.0 0.0 16.4 0.0 11.7 120 FTG PE 0.0 107 15.0 5.6 17.4 23.3 0.137 TL 6.67 PV 0.9 Pipe: 10 145.9 2.067 PL 6.67 PF 1.3 107 15.0 5.6 17.4 23.3 13.9 120 FTG PE 0.0 113 15.0 0.0 18.6 0.0 0.189 TL 6.67 PV 1.3 Pipe: 11 169.5 2.067 PL 40.67 PF 15.1 113 15.0 0.0 18.6 0.0 16.2 120 FTG 2T PE 0.0 114 15.0 0.0 33.7 0.0 0.249 TL 60.67 PV 1.8 Pipe: 12 169.5 3.260 PL 197.00 PF 6.6 114 15.0 0.0 33.7 0.0 6.5 120 FTG T4L PE 0.0 TR 15.0 0.0 40.4 0.0 0.027 TL 245.00 PV 0.3 Pipe: 13 169.5 4.260 PL 13.00 PF 0.4 TR 15.0 0.0 40.4 0.0 3.8 120 FTG CB PE 5.6 BR 2.0 0.0 46.4 0.0 0.007 TL 58.00 PV 0.1 Jrxl,,,rc Jr51rr, ns,xr uLl tllVtlLiJ1J rage 3 Date: 01/31 LAFSANO.SDF JOB TITLE: L.A. FITNESS SANFORD POOL PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 23 -169.5 6.3S7 PL 515.00 PF 0.6 BR 2.0 0.0 46.4 D.D 1.7 120 FTG 7LG PE 0.0 R1 2.0 0.0 47.1 0.0 0.001 TL 596.00 PV 0.0 Pipe: 24 -169.5 6.080 PL 55.00 PF 0.1 R1 2.0 0.0 47.1 0.0 1.9 150 FTG T2L PE 0.0 DO 2.0 0.0 47.2 0.0 0.001 TL 129.00 PV 0.0 Pipe: 25 FIXED PRESSURE LOSS DEVICE DI 2.0 0.0 52.2 0.0 5.0 psi, 169.5 gpm DO 2.0 0.0 47.2 0.0 Pipe: 26 -169.S 6.080 PL 15.00 PF 0.1 DI 2.0 0.0 52.2 0.0 1.9 150 FTG T2LG PE 0.9 SRC 0.0 SRCE 53.1 (N/A) 0.001 TL 94.00 PV 0.0 NOTES: 1) Calculations were performed by the HASS 6.0 computer program under license no. F675" granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 2) The system has been balanced to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.110 gpm. 3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 16.2 ft/sec at pipe 11. 4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly N NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 Z>rAINMJ nA rage 4 Date: 01/31 LAFSANO.SDF JOB TITLE: L.A. FITNESS SANFORD POOL 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly N NPTee 3. 260 9.00 20.00 7.00 22.00 13.00 1.00 18.00 13.00 20. 00 4. 260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 13.00 26. 00 6. 357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 24.00 38. DO I PAGE: E MATERIAL:.PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6. 080 21.00 46.00 14.00 49.00 15.00 5.00 46.00 I JrK11VitL1:,K JYJ1'C.l"1 riYUKNVLIL 1-1V1-LY51J Date: 01/31 JOB,TITLE: L.A. FITNESS SANFORD POOL WATER SUPPLY CURVE 60*\\\ I 0 \\\ 55+ \\\ X * <-52.0 psi @ 1050 gpm I Flow Test Point 50+ I I I 45+ I I I P 40+ R E I S I S 35+ U R I E 30+ I P S I I 25+ I I I 20+ I I I 15+ I I 10+ LEGEND I I X = Required Water Supply 53.12 psi @ 269.5 gpm 5+ 1 0 = Available Water Supply I 59.35 psi @ 269.5 gpm 0 ----------------------------------------- 400 600 800 1000 1200 1400 FLOW GPM) rage 6 LAFSANO.SDF 1600 1800 2000