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HomeMy WebLinkAbout300 W Lake Mary Blvd 17-2774; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100008 DATE BUILDING APPLICATION #: 17-10000824 BUILDING PERMIT NUMBER: 17-10000824 November 09, 2017 CC UNIT ADDRESS: LAKE MARY BLVD W 300 11-20-30-523-0000-0010 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BOULEVARD PLAZA LLC ADDRESS: 300 W. LAKE MARY BLVD SANFORD FL 32773 LAND USE: LA FITNESS TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: CHANGE OF USE FROM SUPERMARKET TO LA FITNESS. 34,200 SQ. FT. FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Special Use ROADS -COLLECTORS N/A Special Use FIRE RESCUE N/A LIBRARY N/A SCHOOLS N/A PARKS N/A LAW ENFORCE N/A DRAINAGE N/A CREDIT FEES: SCI ROAD ARTERIALS C Retail 50-99999 Square Feet STATEMENT RECEIVED BY 4,179.00 34.200 unit 142,921.80 00 .000 unit 00 00 00 00 00 00 00 2,494.00 34.200 1000gsft 85,294.80- AMOUNT DUE 571627.00 IGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT• FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: /Z,/g/7 I hereby name and appoint: '2 Lae an agent of: a /,i G / Cam© — 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): The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: '4 1 4 0"V State License Number. Signature of License Holder: z1- f—h.J Onl-, STATE OF FLORIDA COUNTY OF 44Z>" A/OGE The foregoing 200 ! - , by_ day of , who is ersonally known to me or who has produced PIA - identification and who did (did not) take oath. Ow d-6nature Notary Seal) Rev. 08.12) Arument was a knowledged before me this o & C, k;r- it)/-,qol E 4: 2 1-'roor o Print or type name as o` PA' Fbe S.E. CAMACHO MY COMMISSION # FF 113933 EXPIRES: June 14, 2018 r9lFOF F4 P1 e Baeded Thru Budget Notary Services Notary Public - State of I-40X -11A Commission No. ocF //,35FA 3 My Commission Expires: G "i'/ /Y Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: /Z'/X I hereby name and appoint: oldz:14/ /•j an agent of. M Name of Company) N 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): The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: '4 G./ Z4 zL State License Number: 4 f L 6F l $ - l Signature of License Holder: 94-r^-3104 -t- STATE OF FLORIDA COUNTY OF W /xro6F The foregoing trument was aclQowledged before me this /8 day of , 20fQ / , by / 0 3Er-T W - 4CAW6 who is ersonally known to me or who has produced W A- as identification and who did (did not) take oath. a gnature Notary Seal) SPR •P.B% S.E. CAMACHO MY COMMISSION # FF 113033 EXPIRES: June 14, 2018 FOF P\Qa Bonded Thru Budget Notary Services Rev. 08.12) Cogrp a Print or type name Notary Public - State of 0'72479/14 Commission No. j6 ' //3 ' My Commission Expires: eo /4-'/r 1 r7 - z 77 4 David Schroeder & Associates, Inc dba: Schroeder Architects 3118 East Shadowtawn Ave. NE Atlanta, Georgia 30305 July 23, 2018 RE: LA Fitness — Boulevard Shopping Center, Sanford Flordia To whom it may concern: JUL 14 2018 The pool equipment room was initially designed with surrounding 1 hour rated walls as a precaution in case LA Fitness has decided to heat the pool with boilers in lieu of water heaters. Since the pool heating utilizes water heaters, no 1 hour rating of this room is required. As it relates to the HVAC duct encroaching the wall between the pool equipment room and pool we are satisfied with how the General Contractor has encapsulated the pool side and fire caulked the duct as an extra precaution. Please do not hesitate to call me with any questions or concerns. 13 David Schroeder & Associates, INC Name: David E. Schroeder Title: President llA 6tAcC kiL5 0 CITY OF SANFORD BUILDING & FIRE PREVENTION SAP Q 2Oi7 PERMIT APPLICATION 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 0 Type of Work: New Addition AlterationEl Repair Demo x Change of Use E Move Description of Work: Tenant interior fit out and improvements for LA Fitness. Shell work has already been submitted for permit review. Note Flonda building products approval form has not been included as there is not exterior scope in Plan Review Contact Person: Kevin Cliff, Schroeder Architects Title: Project Manager Phone: 678-904-4998 Fax: N.A. Email: KCliffCa schroeder-architects.com Property Owner Information Name Woolbright Development Inc Contact: Jim Hanson Phone: - - ? Street: 2121 E. Semoran Blvd. Resident of property? : Unoccupied. TENANT: City, State Zip: Apopka, Florida 32703 FITNESS INTERNATIONAL, LLC 3161 MICHELSON DRIVE, SUITE 600, IRVINE CA 92612 BOB STEPHENS, PROJECT MANAGER A- 0 ^} - Contractor Information 770.455.3834, bob@fitnessinU com 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 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: 5' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 7 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. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID i ontractor/ gel Date V/foD tAs c, Print Contractor/Agent's Name V P NoWyPubk Signature of Notary -State of Florida My L` Expires 019 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 2"' Electrical D"' Mechanical 2- Plumbing, -_GasRoof Construction Type: C' Occupancy Use: Ar e, ,0. 6 A- Flood Zone: 4 Total Sq Ft of Bldg: i .` lam. Occupancy Load: f/ O # of Stories: 0& New Construction: Electric - # of Amps /o!c) 0 Plumbing - # of Fixtures Q Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 02O - 4 Revised: June 30, 2015 Permit Application 0 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION L.I Ll l — 7 Application No: Documented Construction Value: $ 4,000,000 Boulevard Shopping Center Job Address: 300 West Lake Mary Blvd., Suite 300 - Sanford, Florida 32773 Historic District: Yes No 0 Parcel ID: 11-20-30-518-0000-0050 Residential Commercial 0 Type of Work: New Addition Alteration 0 Repair Demo 0 Change of Use x Move Description of Work: Tenant interior fit out and improvements for LA Fitness. Shell work has already been submitted for permit review. Note: Florida Building products approval orm has not 5een included as there is not exterior scope in thPsa drswings Plan Review Contact Person: Kevin Cliff, Schroeder Architects Title: Project Manager Phone: 678-904-4998 Fax: N.A. Email: KCliff( 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. TENANT: City, State Zip: Apopka, Florida 32703 FITNESS INTERNATIONAL, LLC 3161 MICHELSON DRIVE, SUITE 600, IRVINE CA 92612 BOB STEPHENS, PROJECT MANAGER Contractor Information 770.455.3834,bob@fitnessin0.com Name Not selected at this time. Submitting for plan review only Street: City, State Zip: Phone: 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 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: 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. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Sri ure of ontracior get Date 49,,4W9 S 2oF Df2 tAS c, Print Contractor/Agent's Name V nitna c Cobb , Signature of Notary -State of Florida My C&ftlssion Explfes1012W19 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application DATE: 9 • BUSINESS/PROJECT NAME: ADDRESS: 3oc> l CONTACT NAME: Yxp—V 1 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE:-407.688.5052 FAX: 407.688.5051 PERMIT NUMBER: 17 ^ L, PHO isf"—, LL -. (4 PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER []HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES ,Nb 1 Of L r r' TOTAL FEES. 0-A o CITY OF SANFORD e K= BUILDING & FIRE PREVENTION 1 PERMIT APPLICATIONqrp94r120i Application No: Documented Construction Value: $ 4,000,000 Boulevard Shopping Center Job Address: 300 West Lake Mary Blvd., Suite 300 - Sanford, Florida 32773 Historic District: Yes No Parcel ID: 11-20-30-518-0000-0050 Residential Commercial Q Type of Work: New Addition Alteration x Repair Demo x Change of Use 0 Move Description of Work: Tenant interior fit out and improvements for LA Fitness. Shell work has already been submitted for permit review. Noted Florida building products approval orm has not been included as there is not exterior scope in Plan Review Contact Person: Kevin Cliff, Schroeder Architects Title: Project Manager Phone: 678-904-4998 Fax: N.A. Email: KCliffanschroeder-architects.com Property Owner Information TO .'j ,jjj___'JJJ` Name Woolbright Development, Inc.. Contact: Jim Hanson Phone. 407-595-9989 Street: 2121 E. Semoran Blvd. Resident of property? : Unoccupied. TENANT: City, State Zip: Apopka, Florida 32703 FITNESS INTERNATIONAL, LLC 3161 MICHELSON DRIVE, SUITE 600, IRVINE CA 92612 BOB STEPHENS, PROJECT MANAGER Contractor Information 770.455.3834,bob@fitnessin8.com Name Not selected at this time. Submitting for plan review only. Street: City, State Zip: Phone: 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: 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: 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. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Xure of ontractor get Date p4v D scna Fpf/t, 39c Print Contractor/Agent's Name V bCowl Gewo Signature of Notary -State of Florida My CMft Wo Expires 019 Signed by Schroeder Architects as Agent. Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: 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: 11213 9'29/ WASTEWATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application D CITY OF SANFORD BUILDING & FIRE PREVENTIONs 3 PERMIT APPLICATION Application. No: Documented Construction Value: $ 4,000,000 Boulevard Shopping Center Job Address: 300 West Lake Mary Blvd., Suite 300 - Sanford, Florida 32773 Historic District: Yes No 0 Parcel ID: 11-20-30-518-0000-0050 Residential Commercial Q Type of Work: New Addition Alteration 0 Repair Demo 0 Change of Use E Move Description of Work: Tenant interior fit out and improvements for LA Fitness. Shell work has already been submitted for permit review. Note' Flonda building products approval form has not been included as there is not exterior scope in Plan Review Contact Person: Kevin Cliff, Schroeder Architects Title: Project Manager Phone: 678-904-4998 Fax: N.A. Email: KCliff(a)schroeder-architects.co.m_ Property Owner Information LhJ Name Woolbright Development, Inc.. Contact: Jim Hanson Phone: 407-595-9989 Street: 2121 E. Semoran Blvd. Resident of property? : Unoccupied. TENANT: City, State Zip: Apopka, Florida 32703 FITNESS INTERNATIONAL, LLC 3161 MICHELSON DRIVE, SUITE 600. IRVINE CA 92612 BOB STEPHENS, PROJECT MANAGER Contractor Information 770.455.3834, bob@ritnessinTcom 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 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: 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. Signature of Owner/Agent Date P ure of ontractor get Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name V f/ A64 v Cobb Cowly, Georgia Signature of Notary -State of Florida My C& tlission Expires lo/2=19 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 # of Heads 3 ' APPROVALS: ZONING: -.),&47 UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Tenant interior fit out and improvements for LA Fitness. Shell work has already been submitted CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 7-71ApplicationNo: Documented Construction Value: $ 4,000,000 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 AlterationEl Repair Demo O Change of Use E] Move Description of Work: for permit review. Note: Plan Review Contact Person: Kevin Cliff, Schroeder Architects Phone: 678-904-4998 Fax: N.A. Email: KCliff@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. TENANT: City, State Zip: Apopka, Florida 32703 FITNESS INTERNATIONAL, LLC 3161 MICHELSON DRIVE, SUITE 600, IRVINE CA 92612 BOB STEPHENS, PROJECT MANAGER Contractor Information 770.455.3834.bob@fitnessin8.com 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 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: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in 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. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID bure of ontractor get Date 9,4vkp Seke7m',A NS,<nc; Print Contractor/Agent's Name V Dud" Cobb Cotuft Geotro Signature of Notary -State of Florida My Ctlission Expires 10/2812019 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: _ FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: l 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 Transmittal To: lames Hanson Phone: Email: Project Manager Woolbright Development, Inc. 407) 595 9989 jhanson@woolbright.net Wekiva Riverwalk 2121 E. Semoran Blvd. Apopka, FL 32703 From: Will Bethell Phone: Email: 678) 904-4141 wbethell@schroeder- architects.com Date Sent: September 15, 2017 Via: FedEx job Number: 170264 Subject: Construction document sets for building plans review submittal. Contents: I. (1) Building permit application. 2. (1) Building department submittal letter. 3. (5) Sets of construction documents. 4. (1) copy of the door hardware specification. 5. (3) COMcheck energy calculations. 6. (1) CD of submittal documents. You should already have the permit fee check directly from LA Fitness. Please notify us if you don't. Remarks: Please see the attached documents for the submittal of the Sanford, FL LA Fitness Tenant Improvement project. Sincerely, Wil Bethell Schroeder Architects 3118 East Shadowlawn Ave, NE Atlanta, Georgia 30305 Page I of TAPR%-17V70264LAF Sanford\Correspondence\C_Communication\7_Plan Review\Send\TI- Iniba1 Building Department Submittal\2017-09-07Transmittal I Hanson Rd— City of Sanford 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 Kawneer (Alum. Swinging Doors) 350 Aluminum Entrance Doors 10388.1 Sliding Sectional Roll U Automatic Other Ceco (H.M. Swinging Doors) Severe Windstorm Resistant Door and Frame 55 2. Windows Single Hung Horizontal Slider Casement Double Hung Fixed Kawneer (Alum. Curtainwall) 2250 IG Non -Impact Curtainwall 9924.1 Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll up 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 r ,-O Please Print) June 2014 Schroeder Architects Architecture .. Interiors .. Urban Design 3118 East Shadowlawn Avenue, NE Atlanta, Georgia 30305 Phone 404.733.2626 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, a September 15, 2017 We are submitting tenant improvements to the empty retail space at Boulevard Shopping Center, 300 West Lake Mary Blvd., Suite 300. This work includes interior tenant fit out and improvements. There is no exterior work as part of this scope; we have not included a florida product approval form as there is no exterior work. The landlord shell work has already been 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 door hardware specification. 1) copy of the completed permit form. 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, permit form, specification, and energy code calculations, and this letter. 1) plan review fee check. Sincerely, l` 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_IT170264 LAF Sanford\Correspondence\C_Communication\7_Ptan Review\Send\TI - Initial Building Department Submittal\Building Department Submittal Lett-d— a-7'7 FITNESS INTERNATIONAL, LLC November 8, 2017 Rob Johnston RA Rogers Construction Company, Inc. 234 N. Westmonte Drive Suite 2000 Altamonte Springs, Florida 32714 RE: Project located at, 300 West Lake Mary Boulevard, Sanford Florida 32773 Dear Mr. Johnston, Please accept this letter as an intent to award a contract in the amount of $2,542,410.00, for the construction and Tenant Improvement of the aforementioned facility. The project will start on December 11, 2017 and open on or about May 20, 2018. I look forward to working with you on this project and continuing our mutually beneficial relationship. Sincerely, Electronically Signed Robert H Stephens Director of Development Cc: Jon Zaich OPM File 208 Smith Street, La Grange, GA 3024 1 Robert Stephens 1 (706) 416-32441 bobs@lafitness.com Schroeder Architects Architecture :. Interiors .. Urban Design 3118 East Shadowlawn Avenue, NE Atlanta, Georgia 30305 Phone 404.733.2626 Transmittal To: lames Hanson Phone: Email: Project Manager Woolbright Development, Inc. 407) 595-9989 jhanson@woolbright.net Wekiva Riverwalk 2121 E. Semoran Blvd. Apopka, FL 32703 From: Will Bethell Phone: Email: 678) 904-4141 wbethell@schroeder- architects.com Date Sent: September 15, 2017 Via: FedEx lob Number: 170264 Subject: Construction document sets for building plans review submittal. Contents: I. (1) Building permit application. 2. (1) Building department submittal letter. 3. (5) Sets of construction documents. 4. (1) copy of the door hardware specification. 5. (3) COMcheck energy calculations. 6. (1) CD of submittal documents. You should already have the permit fee check directly from LA Fitness. Please notify us if you don't. Remarks: Please see the attached documents for the submittal of the Sanford, FL LA Fitness Tenant Improvement project. Sincerely, Wit Bethell Schroeder Architects 3118 East Shadowlawn Ave, NE Atlanta, Georgia 30305 Page I of TAPR0J-17\170264 LAF Sanford\Correspondence\C_Communicatlon\7_Ptan Review\Send\TI - Initial Building Department Submittat\2017-09-07 Transmittal Manson Rdo Schroeder Architects Project # 170264 SECTION 0871.0 DOOR HARDWARE PART 1 GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Commercial door hardware for the following: a. Swinging doors. b. Other doors to the extent indicated. 2. Cylinders for doors specified in other Sections. 3. Electrified door hardware. LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 B. Products furnished, but not installed, under this Section include the following. Coordinating, purchasing, delivering, and scheduling remain requirements of this Section. 1. Pivots, thresholds, weather stripping and cylinders for locks specified in other Sections. 2. Permanent cores to be installed by Owner. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: Details of electrified door hardware, including wiring diagrams. C. Door Hardware Sets: Prepared by or under the supervision of Architectural Hardware Con- sultant, detailing fabrication and assembly of door hardware, as well as procedures and dia- grams. 1. Format: Use same scheduling sequence and format and use same door numbers as in the Contract Documents. 2. Content: Include the following information: a. Identification number, location, hand, fire rating, and material of each door and frame. b. Type, style, function, size, quantity, and finish of each door hardware item. C. Complete designations of every item required for each door or opening including name and manufacturer. d. Description of each electrified door hardware function, including location, se- quence of operation, and interface with other building control systems. D. Keying Schedule: Prepared by or under the supervision of Architectural Hardware Consult- ant, detailing Owner's final keying instructions for locks. 1.3 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has completed door hardware similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance. DOOR HARDWARE 08710 - 1 yr , 1. Schroeder Architects Project # 170264 LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 B. Supplier Qualifications: Door hardware supplier with warehousing facilities in Project's vi- cinity and who is or employs a qualified Architectural Hardware Consultant, available during the course of the Work to consult with Contractor, Architect, and Owner about door hardware and keying. 1. Electrified Door Hardware Supplier Qualifications: An experienced door hardware supplier who has completed projects with electrified door hardware similar in material, design, and extent to that indicated for this Project, whose work has resulted in con- struction with a record of successful in-service performance, and who is acceptable to manufacturer of primary materials. a. Engineering Responsibility: Prepare data for electrified door hardware, including Shop Drawings, based on testing and engineering analysis of manufacturer's standard units in assemblies similar to those indicated for this Project. 2. Scheduling Responsibility: Preparation of door hardware and keying schedules. C. Architectural Hardware Consultant Qualifications: A person who is currently certified by the Door and Hardware Institute as an Architectural Hardware Consultant and who is experi- enced in providing consulting services for door hardware installations that are comparable in material, design, and extent to that indicated for this Project. 1. Electrified Door Hardware Qualifications: Experienced in providing consulting serv- ices for electrified door hardware installations. D. Source Limitations: Obtain each type and variety of door hardware from a single manufac- turer, unless otherwise indicated. 1. Provide electrified door hardware from same manufacturer as mechanical door hard- ware, unless otherwise indicated. Manufacturers that perform electrical modifications and that are listed by a testing and inspecting agency acceptable to authorities having jurisdiction are acceptable. E. Fire -Rated Door Assemblies: Assemblies complying with NFPA 80 that are listed and la- beled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire ratings indicated, based on testing according to NFPA 252. 1. Test Pressure: After 5 minutes into the test, neutral pressure level in furnace shall be established at 40 inches or less above the sill. F. Keying Conference: Conduct conference at Project site to comply with requirements in Divi- sion 01 Section "Administrative Requirements." Incorporate keying conference decisions into final keying schedule after reviewing door hardware keying system. G. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 01 Section "Administrative Requirements." 1. Review methods and procedures related to electrified door hardware including, but not limited to, the following: a. Inspect and discuss electrical roughing -in and other preparatory work performed by other trades. b. Review sequence of operation for each type of electrified door hardware. C. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. DOOR HARDWARE 08710 - 2 Schroeder Architects LA Fitness — Sanford Shell and TI Project # 170264 Sanford, FL Bid Issue — 9/5/2017 1.4 DELIVERY, STORAGE, AND HANDLING A. Deliver keys and permanent cores to Owner by registered mail or overnight package service. 1.5 COORDINATION A. Templates: Distribute door hardware templates for doors, frames, and other work specified to be factory prepared for installing door hardware. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing door hardware to com- ply with indicated requirements. B. Coordinate layout and installation of recessed pivots and closers with floor construction. Cast anchoring inserts into concrete. Concrete, reinforcement, and formwork requirements are specified in Division 03. C. Electrical System Roughing -in: Coordinate layout and installation of electrified door hard- ware with connections to power supplies; fire alarm system and detection devices; access control system; security system; building control system. D. Existing Openings: Where new hardware components are scheduled for application to exist- ing construction or where modifications to existing door hardware are required, field verify existing conditions and coordinate installation of door hardware to suit opening conditions and to provide for proper operation. 1.6 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of door hardware that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following: a. Structural failures including excessive deflection, cracking, or breakage. b. Faulty operation of operators and door hardware. C. Deterioration of metals, metal finishes, and other materials beyond normal weathering and use. 2. Warranty Period: One year from date of Substantial Completion, except as follows: a. Locks: Five years from date of Substantial Completion. b. Exit Devices: Two years from date of Substantial Completion. C. Manual Closers: Ten years from date of Substantial Completion. d. Concealed Floor Closers: Twenty-five years from date of Substantial Comple- tion. PART 2 PRODUCTS 2.1 SCHEDULED DOOR HARDWARE A. General: Provide door hardware for each door to comply with requirements in this Sec- tion and door hardware sets indicated in Part 3 "Door Hardware Sets" Article. DOOR HARDWARE 08710 - 3 Schroeder Architects Project # 170264 LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 Door Hardware Sets: Provide quantity, item, size, finish or color indicated, and named manufacturers' products. B. Designations: Requirements for design, grade, function, finish, size, and other distinctive qualities of each type of door hardware are indicated in Part 3 "Door Hardware Sets" Article. Products are identified by using door hardware designations, as follows: 1. Named Manufacturers' Products: Manufacturer and product designation are listed for each door hardware type required. Subject to compliance with requirements, provide products by the manufacturers specified. Manufacturers' names are abbreviated in Part 3 "Door Hardware Sets" Article. C. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: 1. Specified: Manufacturers indicated in Part 3 "Door Hardware Sets" Article. 2. Approved: Subject to compliance with requirements, manufacturers offering similar products that may be incorporated into the Work. 2.2 SUBSTITUTIONS A. Comply with procedures and requirements of Division 1. 2.3 HINGES, GENERAL A. Quantity: In any case, provide the following. 1. Two Hinges: For doors with heights up to 60 inches. 2. Three Hinges: For doors with heights 61 to 90 inches. 3. Four Hinges: For doors with heights 91 to 120 inches. 4. For doors with heights more than 120 inches, provide 4 hinges, plus 1 hinge for every 30 inches of door height greater than 120 inches. B. Template Requirements: Except for hinges and pivots to be installed entirely (both leaves) into wood doors and frames, provide only template -produced units. C. Non -removable Pins: Provide set screw in hinge barrel that, when tightened into a groove in hinge pin, prevents removal of pin while door is closed; for out -swinging exterior doors and out -swinging corridor doors with locks. D. Fasteners: Comply with the following: 1. Machine Screws: For metal doors and frames. Install into drilled and tapped holes. 2. Wood Screws: For wood doors and frames. 3. Threaded -to -the -Head Wood Screws: For fire -rated wood doors. 4. Screws: Phillips flat -head. Finish screw heads to match surface of hinges. 2.4 HINGES A. Manufacturers: Specified: McKinney. Approved: Bommer, Hager. DOOR HARDWARE 08710 - 4 Schroeder Architects Project # 170264 2.5 SPRING HINGES A. Manufacturers: 1. Specified: McKinney. 2. Approved: Bommer, Hager. 2.6 PIVOTS AND PIVOT HINGES A. Manufacturers: 1. Specified: Rixson. 2. Approved: Dorma, Ives. 2.7 CONTINUOUS HINGES LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 A. General: Minimum 0.120-inch-thick, hinge leaves with minimum overall width of 4 inches; fabricated to full height of door and frame and to template screw locations; with components finished after milling and drilling are complete. 1. Fire Pins: Steel pins to hold labeled fire doors in place if required by tested listing. B. Continuous, Gear -Type Hinges: Extruded -aluminum, pinless, geared hinge leaves; joined by a continuous extruded -aluminum channel cap; with concealed, self-lubricating thrust bear- ings. 1. Manufacturers: a. Specified: McKinney. b. Approved: Pemko, Select. 2.8 LOCKS AND LATCHES, GENERAL A. Accessibility Requirements: Provide operating devices that do not require tight grasping, pinching, or twisting of the wrist and that operate with a force of not more than 5 lbf. B. Latches and Locks for Means of Egress Doors: Comply with NFPA 101. Latches shall not require more than 15 lbf to release the latch. Locks shall not require use of a key, tool, or special knowledge for operation. C. Lock Throw: Comply with testing requirements for length of bolts required for labeled fire doors. D. Rabbeted Meeting Doors: Provide special rabbeted front and strike on locksets for rabbeted meeting stiles. E. Backset: 2-3/4 inches, unless otherwise indicated. F. Strikes: Manufacturer's standard strike with strike box for each latchbolt or lock bolt, with lip extended to protect frame, finished to match door hardware set, and as follows: 1. Curved -Lip Strikes: For locks with one-piece latchbolts. 2. Flat -Lip Strikes: For locks with three-piece antifriction latchbolts. Extra -Long -Lip Strikes: For locks used on frames with applied wood casing trim. DOOR HARDWARE 08710 - 5 Schroeder Architects Project # 170264 LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 G. Where required by Local Code, provide abrasive coating on lock trim to satisfy "Tactile Warning" requirements. 2.9 MECHANICAL LOCKS AND LATCHES A. Bored Locks: 1. Manufacturers: a. Specified: Yale. b. Approved: Best, Corbin Russwin, Sargent, Schlage. B. Mortise Locks: 1. Manufacturers: a. Specified: Yale. b. Approved: Best, Corbin Russwin, Sargent, Schlage. 2.10 AUXILIARY LOCKS AND LATCHES A. Auxiliary Locks: 1. Manufacturers: a. Specified: Yale. b. Approved: Best, Corbin Russwin, Sargent, Schlage. 2.11 ELECTROMAGNETIC LOCKS A. General: Electrically powered, of strength and configuration indicated; with electromagnet attached to frame and armature plate attached to door. B. Manufacturers: 1. Specified: Securitron. 2. Approved: Dortronics. 2.12 ELECTROMECHANICAL LOCKS A. Manufacturers: Same manufacturer as for mechanical locks and latches. 2.13 EXIT LOCKS AND EXIT ALARMS A. Stand -Alone Exit Alarms: Surface mounted, battery powered; with red -and -white lettering reading "EMERGENCY EXIT --ALARM WILL SOUND." B. Manufacturers: 1. Specified: Detex. 2. Approved: Arrow, Sargent. 2.14 DOOR BOLTS A. Bolt Throw: Comply with testing requirements for length of bolts required for labeled fire doors. DOOR HARDWARE 08710 - 6 Schroeder Architects LA Fitness — Sanford Shell and TI Project # 170264 Sanford, FL Bid Issue — 9/5/2017 B. Provide dust proof strikes for bottom bolts where a threshold is not scheduled. C. Manual Flush Bolts: designed for mortising into door edge. 1. Bottom bolt shall have 12-inch long operating rod. 2. Top bolt operating rod shall be determined by door height, assuring the operator is lo- cated approximately six -feet above the floor. D. Automatic and Self -Latching Flush Bolts: designed for mortising into door edge. 1. Top bolt operating rod shall be determined by door height, assuring the operator is lo- cated approximately six -feet above the floor. Provide automatic top bolt where design does not meet this requirement. E. Manufacturers: 1. Specified: McKinney. 2. Approved: Rockwood, Trimco. 2.15 EXIT DEVICES A. Accessibility Requirements: Provide operating devices that do not require tight grasping, pinching, or twisting of the wrist and that operate with a force of not more than 5 lbf. B. Exit Devices for Means of Egress Doors: Comply with NFPA 101. Exit devices shall not re- quire more than 15 lbf to release the latch. Locks shall not require use of a key, tool, or spe- cial knowledge for operation. C. Panic Exit Devices: Listed and labeled by a testing and inspecting agency acceptable to au- thorities having jurisdiction, for panic protection, based on testing according to UL 305. D. Fire Exit Devices: Devices complying with NFPA 80 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire and panic protec- tion, based on testing according to UL 305 and NFPA 252. E. Where required by Local Code, provide abrasive coating on device trim to satisfy "Tactile Warning" requirements. F. Fire -Exit Removable Mullions: Provide removable mullions for use with fire exit devices complying with NFPA 80 that are listed and labeled by a testing and inspecting agency ac- ceptable to authorities having jurisdiction, for fire and panic protection, based on testing ac- cording to UL 305 and NFPA 252. Mullions shall be used only with exit devices for which they have been tested. G. Electronic Exit Bars: Non -latching electronic releasing device, activated by an adjustable ca- pacitance sensor, with no moving parts; listed and labeled as panic exit hardware. Fabricate bar from extruded aluminum, and provide door and frame transfer device and 16 feet of cord to route wiring off the door frame. H. Manufacturers: Specified: Yale. Approved: Corbin Russwin, Sargent, Von Duprin. DOOR HARDWARE 08710 - 7 Schroeder Architects Project # 170264 2.16 LOCK CYLINDERS LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 A. Cylinders: Manufacturer's standard tumbler type, constructed from brass or bronze, stainless steel, or nickel silver, and complying with the following: 1. Number of Pins: Six. B. Permanent Cores: Manufacturer's standard; finish face to match lockset; with removable cores. C. Construction Keying: Comply with the following: 1. Construction Cores: Provide construction cores that are replaceable by permanent cores. Provide 10 construction master keys. a. Furnish permanent cores to Owner for installation. D. Manufacturer: Same manufacturer as for locks and latches. 2.17 KEYING A. Keying System: Factory registered, complying with guidelines in BHMA A156.28, Appen- dix A. Incorporate decisions made in keying conference into master key system. B. Keying Layout: Each facility to be keyed as follows: 1. Quantity: In addition to one extra key blank for each lock, provide three cylinder change keys and five of each master key used in the scope of work. C. Keys: Nickel silver. 1. K1 - Grand Master for the entire building. 2. K2 - Master Key for the exterior entry/exit doors. 3. K3 - Key for all interior doors. 4. K4 - Key for main front door. 2.18 KEY CONTROL SYSTEM A. Key Control Cabinet: Wall -mounted metal cabinet with baked -enamel finish; containing key -holding hooks, labels, 2 sets of key tags with self-locking key holders, key -gathering en- velopes, and temporary and permanent markers; with key capacity of 150 percent of the number of locks. B. Cross -Index System: Single -index system for recording key information. Include three re- ceipt forms for each key -holding hook. Set up by Supplier. 1. Manufacturers: Key Control Systems, Lund Equipment Co., MMF Industries. C. Key Control System Software: BHMMA A156.5, Grade 1; multiple -index system for record- ing and reporting key -holder listings, tracking keys and lock and key history, and printing re- ceipts for transactions. Include instruction manual. 1. Manufacturers: Same manufacturer as for lock cylinders. D. Key Lock Boxes: Designed for storage of two keys. Coordinate quantity and locations with the local fire marshal. DOOR HARDWARE 08710 - 8 Schroeder Architects LA Fitness — Sanford Shell and TI Project # 170264 Sanford, FL Bid Issue — 9/5/2017 1. Manufacturers: Abloy Security, Knox Company, Supra Products. 2.19 ELECTRIC STRIKES A. General: Use fail -secure electric strikes with fire -rated devices. B. Manufacturers: 1. Specified: HES Adams Rite. 2. Approved: Folger Adam EDC, Von Duprin. 2.20 OPERATING TRIM A. Manufacturers: 1. Specified: Rockwood. 2. Approved: McKinney, Trimco. 2.21 CLOSERS A. Accessibility Requirements: Comply with the following maximum opening -force require- ments: 1. Interior, Non -Fire -Rated Hinged Doors: 5 lbf applied perpendicular to door. 2. Sliding or Folding Doors: 5 lbf applied parallel to door at latch. 3. Fire Doors: Minimum opening force allowable by authorities having jurisdiction. B. Door Closers for Means of Egress Doors: Comply with NFPA 101. Door closers shall not require more than 30 lbf to set door in motion and not more than 15 lbf to open door to mini- mum required width. C. Provide mounting plates and brackets recommended by manufacturer to assure proper opera- tion and maintain warranty. D. Hold -Open Closers/Detectors: Coordinate and interface integral smoke detector and closer device with fire alarm system. E. Flush Floor Plates: Provide finish cover plates for floor closers unless thresholds are indi- cated. Match door hardware finish, unless otherwise indicated. F. Recessed Floor Plates: Provide recessed floor plates with insert of floor finish material for floor closers unless thresholds are indicated. Provide extended closer spindle to accommo- date thickness of floor finish. G. Size of Units: Unless otherwise indicated, comply with manufacturer's written recommenda- tions for size of door closers depending on size of door, exposure to weather, and anticipated frequency of use. Provide factory -sized closers, adjustable to meet field conditions and re- quirements for opening force. H. Surface Closers: Provide type of arm required for closer to be located on non-public side of door, unless otherwise indicated. 1. Manufacturers: DOOR HARDWARE 08710 - 9 Schroeder Architects Project # 170264 LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 a. Specified: Yale. b. Approved: Corbin Russwin, LCN, Norton, Sargent. I. Concealed Closers: 1. Manufacturers: a. Specified: LCN. b. Approved: CR Laurence, Dorma. J. Closer Holder Release Devices: BHMA A156.15. 1. Life -Safety Type: On release of hold open, door becomes self -closing. Automatic re- lease is activated by smoke detection system or loss of power. 2. Manufacturers: a. Specified: Yale. b. Approved: Corbin Russwin, LCN, Norton, Sargent. K. Coordinators: 1. Manufacturers: a. Specified: McKinney. b. Approved: Rockwood, Trimco. 2.22 PROTECTIVE TRIM UNITS A. Size: 2 inches less than door width on push side and 1 inch less than door width on pull side; height as specified in Hardware Sets. Coordinate and provide width required where other hardware dictates otherwise. B. Fasteners: Manufacturer's standard machine or self -tapping screws. C. Manufacturers: 1. Specified: McKinney. 2. Approved: Rockwood, Trimco. 2.23 STOPS AND HOLDERS A. Stops and Bumpers: 1. Do not mount floor stops where they will impede traffic. Where wall or floor stops are not appropriate, provide overhead stops. 2. Manufacturers: a. Specified: McKinney. b. Approved: Rockwood, Trimco. B. Electromagnetic Door Holders: 1. Manufacturers: a. Specified: Rixson. b. Approved: LCN, Sargent. DOOR HARDWARE 08710 - 10 Schroeder Architects Project # 170264 2.24 DOOR GASKETING LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 A. General: Provide continuous weather-strip gasketing on exterior doors and provide smoke, light, or sound gasketing on interior doors where indicated or scheduled. Provide non- corrosive fasteners for exterior applications and elsewhere as indicated. 1. Perimeter Gasketing: Apply to head and jamb, forming seal between door and frame. 2. Meeting Stile Gasketing: Fasten to meeting stiles, forming seal when doors are closed. 3. Door Bottoms: Apply to bottom of door, forming seal with threshold when door is closed. B. Air Leakage: Not to exceed 0.50 cfm per foot of crack length for gasketing other than for smoke control, as tested according to ASTM E 283. C. Smoke -Labeled Gasketing: Assemblies complying with NFPA 105 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for smoke - control ratings indicated, based on testing according to UL 1784. 1. Provide smoke -labeled gasketing on 20-minute-rated doors and on smoke -labeled doors. D. Fire -Labeled Gasketing: Assemblies complying with NFPA 80 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire ratings indicated, based on testing according to NFPA 252. 1. Test Pressure: After 5 minutes into the test, neutral pressure level in furnace shall be established at 40 inches or less above the sill. E. Sound -Rated Gasketing: Assemblies that are listed and labeled by a testing and inspecting agency, for sound ratings indicated, based on testing according to ASTM E 1408. F. Replaceable Seal Strips: Provide only those units where resilient or flexible seal strips are easily replaceable and readily available from stocks maintained by manufacturer. G. Gasketing Materials: ASTM D 2000 and AAMA 701/702. H. Manufacturers: Specified: McKinney. Approved: Pemko, National Guard. 2.25 THRESHOLDS A. Accessibility Requirements: Bevel raised thresholds with a slope of not more than 1:2. Pro- vide thresholds not more than 1/2 inch high. B. Thresholds for Means of Egress Doors: Comply with NFPA 101. Maximum 1/2 inch high. C. Manufacturers: 1. Specified: McKinney. 2. Approved: Pemko, National Guard. DOOR HARDWARE 08710 - 11 Schroeder Architects LA Fitness — Sanford Shell and TI Project # 170264 Sanford, FL Bid Issue — 9/5/2017 2.26 MISCELLANEOUS DOOR HARDWARE A. Boxed Power Supplies: Modular unit in NEMA ICS 6, Type 4 enclosure; filtered and regu- lated; voltage rating and type matching requirements of door hardware served; and listed and labeled for use with fire alarm systems. B. Auxiliary Hardware: 1. Manufacturers: Don -Jo, McKinney, Rockwood, Trimco. 2.27 FABRICATION A. Base Metals: Produce door hardware units of base metal, fabricated by forming method indi- cated, using manufacturer's standard metal alloy, composition, temper, and hardness. Furnish metals of a quality equal to or greater than that of specified door hardware units and BHMA A156.18. Do not furnish manufacturer's standard materials or forming methods if different from specified standard. B. Fasteners: Provide screws according to commercially recognized industry standards for ap- plication intended, except aluminum fasteners are not permitted. Provide Phillips flat -head screws with finished heads to match surface of door hardware, unless otherwise indicated. 1. Comply with NFPA 80 for fasteners of door hardware in fire -rated applications. 2.28 FINISHES A. Standard: BHMA A156.18, as indicated in door hardware sets. B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, tem- porary protective covering before shipping. C. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable varia- tions in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. PART 3 EXECUTION 3.1 EXAMINATION A. Examine doors and frames, with Installer present, for compliance with requirements for in- stallation tolerances, labeled fire door assembly construction, wall and floor construction, and other conditions affecting performance. B. Examine roughing -in for electrical power systems to verify actual locations of wiring connec- tions before electrified door hardware installation. C. Proceed with installation only after unsatisfactory conditions have been corrected. DOOR HARDWARE 08710 - 12 Schroeder Architects LA Fitness — Sanford Shell and TI Project # 170264 Sanford, FL Bid Issue — 9/5/2017 3.2 PREPARATION A. Steel Doors and Frames: Comply with DHI A 115 Series. 1. Surface -Applied Door Hardware: Drill and tap doors and frames according to ANSI A250.6. B. Wood Doors: Comply with DHI Al15-W Series. 3.3 INSTALLATION A. Mounting Heights: Mount door hardware units at heights indicated as follows unless other- wise indicated on Drawings or required to comply with governing regulations. 1. Standard Steel Doors and Frames: DHI's "Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames." 2. Wood Doors: DHI WDHS.3, "Recommended Locations for Architectural Hardware for Wood Flush Doors." B. Install each door hardware item to comply with manufacturer's written instructions. Where cutting and fitting are required to install door hardware onto or into surfaces that are later to be painted or finished in another way, coordinate removal, storage, and reinstallation of sur- face protective trim units with finishing work specified in Division 09 Sections. Do not in- stall surface -mounted items until finishes have been completed on substrates involved. 1. Set units level, plumb, and true to line and location. Adjust and reinforce attachment substrates as necessary for proper installation and operation. 2. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors according to industry standards. C. Key Control System: Tag keys and place them on markers and hooks in key control system cabinet, as determined by final keying schedule. D. Boxed Power Supplies: Locate power supplies as indicated or, if not indicated, above acces- sible ceilings or in equipment room. Verify location with Architect. 1. Configuration: Provide the least number of power supplies required to adequately serve doors with electrified door hardware. E. Thresholds: Set thresholds for exterior and acoustical doors in full bed of sealant complying with requirements specified in Division 07 Section "Joint Sealers." 3.4 FIELD QUALITY CONTROL A. Independent Architectural Hardware Consultant: Supplier will engage a qualified Architec- tural Hardware Consultant to perform inspections and to prepare inspection reports. DOOR HARDWARE 08710 - 13 Schroeder Architects Project # 170264 3.5 DOOR HARDWARE SETS ARDWARE SET #00.18.835 LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 Doors: EXTERIOR ALUM SGL - EGRESS, EXIT ONLY, ALARMED EMERGENCY EXIT FROM KID'S KLUB 1 Continuous Hinge MCK-12HD — DOOR HEIGHT" CLR MC 1 Exit Device 7200 630 YA 1 Exit Alarm EAX-2500FK GRY DX 1 Cylinder Core 1210 626 YA 1 Mortise Cylinder 2196 CMK - LENGTH/CAM TO SUIT 626 YA 1 Closer J7500 689 NO 1 Overhead Stop 6-X36 630 RX 1 Raindrip - Frame MCK346 C - OPENING WIDTH +4" MC 1 Sweep/Drip - Door MCK3452 CNB - DOOR WIDTH" MC 1 Threshold 171 A - OPENING WIDTH" SS/MS&ES25 PE NOTE: PROVIDE US10B FINISH WHERE STOREFRONT FINISH IS DARK BRONZE. COORDINATE THRESHOLD REQUIREMENTS WITH SILL DETAILS. PERIMETER/MEETING STILE SEALS BY FRAME/DOOR SUPPLIER. LOCATE ALARM PANEL BEHIND KID'S KLUB RESPTION DESK. HARDWARE SET #00.19.835 Doors: EXTERIOR ALUM SGL - EGRESS, EXIT ONLY, ALARMED EMERGENCY EXIT FROM PUBLIC AREAS 1 Continuous Hinge MCK-12HD — DOOR HEIGHT" CLR MC 1 Exit Device 7200 630 YA 1 Exit Alarm EAX-500 GRY DX 1 Cylinder Core 1210 626 YA 1 Mortise Cylinder 2196 CMK - LENGTH/CAM TO SUIT 626 YA 1 Closer J7500 689 NO 1 Overhead Stop 6-X36 630 RX 1 Raindrip - Frame MCK346 C - OPENING WIDTH +4" MC 1 Sweep/Drip - Door MCK3452 CNB - DOOR WIDTH" MC 1 Threshold 171 A - OPENING WIDTH" SS/MS&ES25 PE NOTE: PROVIDE US10B FINISH WHERE STOREFRONT FINISH IS DARK BRONZE. COORDINATE THRESHOLD REQUIREMENTS WITH SILL DETAILS. PERIMETER/MEETING STILE SEALS BY FRAME/DOOR SUPPLIER. DOOR HARDWARE 08710 - 14 Schroeder Architects LA Fitness — Sanford Shell and TI Project # 170264 Sanford, FL Bid Issue — 9/5/2017 HARDWARE SET #05.61.335 Doors: EXTERIOR ALUM PAIR — EGRESS, KEYED ENTRY MAIN ENTRANCE W/CONTINUOUS HINGE 2 Continuous Hinge MCK-12HD — DOOR HEIGHT" CLR MC 1 Exit Device 7220 630 YA 1 Exit Device 7220 x 503F 630 YA 1 Rim Cylinder 1193 6 PIN TEMP CORE 626 YA 1 Cylinder Core 1210 626 YA 2 Door Pull BF159 TYPE 12 FASTENING US32D RO 2 Closer J7500 689 NO 2 Overhead Stop 6-X36 630 RX 2 Door Sweep/Drip Edge MCK3452 CNB - DOOR WIDTH" MC 1 Threshold 171 A - OPENING WIDTH" SS/MS&ES25 PE NOTE: PROVIDE US10B FINISH WHERE STOREFRONT FINISH IS DARK BRONZE. COORDINATE THRESHOLD REQUIREMENTS WITH SILL DETAILS. PERIMETER/MEETING STILE SEALS BY FRAME/DOOR SUPPLIER. HARDWARE SET #15.09.810 Doors: EXTERIOR HM SGL - EGRESS, EXIT ONLY EXIT FROM ELECTRIC ROOM 1 Continuous Hinge MCK-25HD CLR MC 1 Exit Device 7100 630 YA 1 Rim Cylinder 1193 6 PIN TEMP CORE 626 YA 1 Cylinder Core 1210 626 YA 1 Closer CLP-7500 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Raindrip - Frame MCK346 C - OPENING WIDTH +4" MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC 1 Sweep/Drip - Door MCK3452 CNB - DOOR WIDTH" MC 1 Threshold 171 A - OPENING WIDTH" SS/MS&ES25 PE NOTE: COORDINATE THRESHOLD REQUIREMENTS WITH SILL DETAILS. DOOR HARDWARE 08710 - 15 Schroeder Architects Project # 170264 HARDWARE SET #15.18.810 LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 Doors: EXTERIOR HM SGL - EGRESS, EXIT ONLY, ALARMED EMERGENCY EXIT FROM PUBLIC AREAS 3 Hinges T4A3386 4 1/2 X 4 1/2 32D MC 1 Exit Device 7100 630 YA 1 Exit Alarm EAX-2500FK GRY DX 1 Cylinder Core 1210 626 YA 1 Mortise Cylinder 2196 CMK - LENGTH/CAM TO SUIT 626 YA 1 Closer CLP-7500 689 NO 1 Kickplate KP50 - 10" H134E US32D MC 1 Raindrip - Frame MCK346 C - OPENING WIDTH +4" MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC 1 Sweep/Drip - Door MCK3452 CNB - DOOR WIDTH" MC 1 Threshold 171 A - OPENING WIDTH" SS/MS&ES25 PE NOTE: COORDINATE THRESHOLD REQUIREMENTS WITH SILL DETAILS. HARDWARE SET #15.19.810 Doors: EXTERIOR HM SGL - EGRESS, EXIT ONLY, ALARMED EMERGENCY EXIT FROM PUBLIC AREAS 3 Hinges T4A3386 4 1/2 X 4 1/2 32D MC 1 Exit Device 7100 630 YA 1 Exit Alarm EAX-500 GRY DX 1 Cylinder Core 1210 626 YA 1 Mortise Cylinder 2196 CMK - LENGTH/CAM TO SUIT 626 YA 1 Closer CLP-7500 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Raindrip - Frame MCK346 C - OPENING WIDTH +4" MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC 1 Sweep/Drip - Door MCK3452 CNB - DOOR WIDTH" MC 1 Threshold 171 A - OPENING WIDTH" SS/MS&ES25 PE NOTE: COORDINATE THRESHOLD REQUIREMENTS WITH SILL DETAILS. DOOR HARDWARE 08710 - 16 r Schroeder Architects LA Fitness — Sanford Shell and TI Project # 170264 Sanford, FL Bid Issue — 9/5/2017 HARDWARE SET #16.19.810 Doors: EXTERIOR HM SGL - EGRESS, EXIT ONLY, ALARMED EMERGENCY EXIT FROM PUBLIC AREAS @ WIND STORM REGIONS 1 Continuous Hinge MCK-25HD CLR MC 1 Exit Device 7100 WS 630 YA 1 Exit Alarm EAX-500 GRY DX 1 Cylinder Core 1210 626 YA 1 Mortise Cylinder 2196 CMK - LENGTH/CAM TO SUIT 626 YA 1 Closer CLP-7500 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Raindrip - Frame MCK346 C - OPENING WIDTH +4" MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC 1 Sweep/Drip - Door MCK3452 CNB - DOOR WIDTH" MC 1 Threshold 171 A - OPENING WIDTH" SS/MS&ES25 PE NOTE: COORDINATE THRESHOLD REQUIREMENTS WITH SILL DETAILS. HARDWARE SET #26.40.310 Doors: EXTERIOR HM PAIR — ALWAYS LOCKED UTILITY/FIRE RISER ROOM 2 Continuous Hinge MCK-25HD CLR MC 1 Dustproof Strike DPS 1 US26D MC 2 Flush Bolt FBOIM or 02W US26D MC 1 Storeroom Lock AUR 8805FL 1210-6 PIN TEMP 630 YA 1 Cylinder Core 1210 626 YA 1 Closer CLP-7500 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Raindrip - Frame MCK346 C - OPENING WIDTH +4" MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC 1 Sweep/Drip - Door MCK3452 CNB - DOOR WIDTH" MC 1 Threshold 171 A - OPENING WIDTH" SS/MS&ES25 PE NOTE: COORDINATE THRESHOLD REQUIREMENTS WITH SILL DETAILS. DOOR HARDWARE 08710 - 17 Schroeder Architects Project # 170264 HARDWARE SET #26.40.81.0 Doors: EXTERIOR HM SGL — ALWAYS LOCKED UTILITY/FIRE RISER ROOM LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 1 Continuous Hinge MCK-25HD CLR MC 1 Storeroom Lock AUR 8805FL 1210-6 PIN TEMP 630 YA 1 Cylinder Core 1210 626 YA 1 Closer CLP-7500 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Raindrip - Frame MCK346 C - OPENING WIDTH +4" MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/11EIGHT' MC 1 Sweep/Drip - Door MCK3452 CNB - DOOR WIDTH" MC 1 Threshold 171 A - OPENING WIDTH" SS/MS&ES25 PE NOTE: COORDINATE THRESHOLD REQUIREMENTS WITH SILL DETAILS. HARDWARE SET #30.00.631 Doors: INTERIOR ALUM SGL — SGL ACTING, PASSAGE, EXIT DEVICE LOCKERS/SHOWER FROM POOL 1 Continuous Hinge MCK-12HD — DOOR HEIGHT" CLR MC 1 Exit Device 7200 x 508F 626 YA 1 Concealed Closer 2030 B - SIZE TO SUIT AL LC 1 Door Stop WSO4 -OR- FS03 US26D MC 1 Door Sweep MCK315 CN - DOOR WIDTH" MC DOOR HARDWARE 08710 - 18 Schroeder Architects LA Fitness — Sanford Shell and TI Project # 170264 Sanford, FL Bid Issue — 9/5/2017 HARDWARE SET #30.02.130 Doors: INTERIOR ALUM PAIR — SGL ACTING, KEYED, EXIT DEVICE, THRESHOLD PILATES 2 Continuous Hinge MCK-12HD — DOOR HEIGHT" CLR MC 1 Exit Device 7225 x 503F 630 YA 1 Exit Device 7225 630 YA 3 Cylinder Core 1210 626 YA 2 Mortise Cylinder 2196 CMK - LENGTH/CAM TO SUIT 626 YA 1 Rim Cylinder 1193 6 PIN TEMP CORE 626 YA 2 Door Pull BF158 TYPE 10 FASTENING US32D RO 2 Concealed Closer 2030 B - SIZE TO SUIT AL LC 1 Threshold 171 A - OPENING WIDTH" SS/MS&ES25 PE NOTE: COORDINATE THRESHOLD REQUIREMENTS WITH SILL DETAILS. PERIMETER/MEETING STILE SEALS BY FRAME/DOOR SUPPLIER. HARDWARE SET #31.11.630 Doors: INTERIOR ALUM SGL — SGL ACTING, EXIT DEVICE, STOREROOM/ALARM COMMON AREA FROM POOL 1 Continuous Hinge MCK-12HD — DOOR HEIGHT" CLR MC 1 Exit Device 7200 A x 503F (STOREROOM) 626 YA 2 Cylinder Core 1210 626 YA 1 Rim Cylinder 1193 6 PIN TEMP CORE 626 YA 1 Mortise Cylinder 2196 CMK - LENGTH/CAM TO SUIT 626 YA 1 Door Pull BF159 TYPE 12 FASTENING US26D RO 1 Concealed Closer 2030 B - SIZE TO SUIT AL LC 1 Door Sweep MCK315 CN - DOOR WIDTH" MC NOTE: PERIMETER SEALS BY FRAME SUPPLIER. DOOR HARDWARE 08710 - 19 Schroeder Architects Project # 170264 HARDWARE SET #31.15.631 LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 Doors: INTERIOR ALUM SGL — SGL ACTING, PUSH/PULL, LATCH MEN/WOMEN LOCKERS W/ LATCHING 1 Continuous Hinge MCK-12HD — DOOR HEIGHT" CLR MC 1 Deadlatch 4532 - BACKSET TO SUIT 628 AD 1 Paddle Operator 4591-01/03-00 RC130 AD 1 Paddle Operator 4591-02/04-00 RC130 AD 1 Concealed Closer 2030 B - SIZE TO SUIT AL LC 1 Threshold 171 A - OPENING WIDTH" SS/MS&ES25 PE NOTE: COORDINATE THRESHOLD REQUIREMENTS WITH SILL DETAILS. PERIMETER SEALS BY FRAME SUPPLIER. HARDWARE SET #31.45.631 Doors: INTERIOR ALUM SGL — SGL ACTING, EXIT DEVICE, NO KEYPAD SHOWER/POOL FROM LOCKERS Continuous Hinge MCK-12HD — DOOR HEIGHT" CLR MC Exit Device 7200 x 508F 626 YA Concealed Closer 2030 B - SIZE TO SUIT AL LC Door Stop WS04 -OR- FS03 US26D MC Door Sweep MCK315 CN - DOOR WIDTH" MC DOOR HARDWARE 08710 - 20 Schroeder Architects Project # 170264 HARDWARE SET #31.70.631 Doors: INTERIOR ALUM SGL — KEYPAD ACCESS SHOWER/POOL FROM LOCKERS LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 1 Continuous Hinge MCK-12HD — DOOR HEIGHT" CLR MC 1 Push/Pull Set BF15847 T1 - LENGTH TO SUIT US26D RO 1 Magnalock M38D US28 SN 1 Concealed Closer 2030 B - SIZE TO SUIT AL LC 1 Door Stop WS04 -OR- FS03 US26D MC 1 Power Supply BPS-24-2 SN 1 Emergency Exit But. EEB3N SN 1 Exit Motion Sensor XMS SN 1 Digital Keypad Sys. DK-26BK BLK SN 1 Door Sweep MCK315 CN - DOOR WIDTH" MC NOTE: COORDINATE WITH THRESHOLD REQUIREMENTS AND SILL DETAILS. TIE POWER SUPPLY INTO FAIRE ALARM SYSTEM. HARDWARE SET #31.71.631 Doors: INTERIOR ALUM SGL — KEYPAD ACCESS WITH POSITIVE LATCHING SHOWER/POOL FROM LOCKERS 1 Continuous Hinge MCK-12HD — DOOR HEIGHT" CLR MC 1 Deadlatch 4532 - BACKSET TO SUIT 628 AD 1 Paddle Operator 4591-01/03-00 RC130 AD 1 Paddle Operator 4591-02/04-00 RC130 AD 1 Magnalock M38D US28 SN 1 Concealed Closer 2030 B - SIZE TO SUIT AL LC 1 Door Stop WS04 -OR- FS03 US26D MC 1 Power Supply BPS-24-2 SN 1 Emergency Exit But. EEB3N SN 1 Exit Motion Sensor XMS SN 1 Digital Keypad Sys. DK-26BK BLK SN 1 Door Sweep MCK315 CN - DOOR WIDTH" MC NOTE: COORDINATE WITH THRESHOLD REQUIREMENTS AND SILL DETAILS. TIE POWER SUPPLY INTO FAIRE ALARM SYSTEM. DOOR HARDWARE 08710 - 21 Schroeder Architects Project # 170264 HARDWARE SET #31.76.631 LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 Doors: INTERIOR ALUM SGL — DELAYED EGRESS W/ LATCHING (MI CODE COMPLIANT) SHOWER/POOL FROM LOCKERS (MEN — INTERLOCKED WITH WOMEN) 1 Continuous Hinge MCK-12HD — DOOR HEIGHT" CLR MC 1 Deadlatch 4532 - BACKSET TO SUIT 628 AD 1 Paddle Operator 4591-01/03-00 RC130 AD 1 Paddle Operator 4591-02/04-00 RC130 AD 1 Magnalock M38 US28 SN 1 Concealed Closer 2030 - SIZE TO SUIT AL LC 1 Door Stop WS04 -OR- FS03 US26D MC 1 Delayed Egress Ctrl. XDT-24 SN 1 Motion Sensor Bolt SB-MXD SN 1 Sounder PZ-1 SN 1 Exit Delay Label EXD-IL SN 1 Key Switch MKA 630 SN 1 Mortise Cylinder 2196 CMK - LENGTH/CAM TO SUIT 626 YA 1 Cylinder Core 1210 626 YA 1 Power Supply BPS-24-2 SN 1 Door Sweep MCK315 CN - DOOR WIDTH" MC NOTE: COORDINATE WITH THRESHOLD REQUIREMENTS AND SILL DETAILS. TIE POWER SUPPLY INTO FIRE ALARM SYSTEM. DOOR HARDWARE 08710 - 22 r Schroeder Architects LA Fitness — Sanford Shell and TI Project # 170264 Sanford, FL Bid Issue — 9/5/2017 HARDWARE SET #31..77.631 Doors: INTERIOR ALUM SGL — DELAYED EGRESS W/ LATCHING (MI CODE COMPLIANT) SHOWER/POOL FROM LOCKERS (WOMEN — INTERLOCKED WITH MEN) 1 Continuous Hinge MCK-12HD — DOOR HEIGHT" CLR MC 1 Deadlatch 4532 - BACKSET TO SUIT 628 AD 1 Paddle Operator 4591-01/03-00 RC130 AD 1 Paddle Operator 4591-02/04-00 RC130 AD 1 Magnalock M38 US28 SN 1 Concealed Closer 2030 - SIZE TO SUIT AL LC 1 Door Stop WS04 -OR- FS03 US26D MC 1 Motion Sensor Bolt SB-MXD SN 1 Sounder PZ-1 SN 1 Exit Delay Label EXD-IL SN 1 Key Switch MKA 630 SN 1 Mortise Cylinder 2196 CMK - LENGTH/CAM TO SUIT 626 YA 1 Cylinder Core 1210 626 YA 1 Door Sweep MCK315 CN - DOOR WIDTH" MC NOTE: COORDINATE WITH THRESHOLD REQUIREMENTS AND SILL DETAILS. SHARE POWER SUPPLY SCHEDULED @ MENS LOCKER ROOM. DOOR HARDWARE 08710 - 23 Schroeder Architects LA Fitness — Sanford Shell and TI Project # 170264 Sanford, FL Bid Issue — 9/5/2017 HARDWARE SET #31.78.631 Doors: INTERIOR ALUM SGL — DELAYED EGRESS SHOWER/POOL FROM LOCKERS (MEN — INTERLOCKED WITH WOMEN) 1 Continuous Hinge MCK-12HD — DOOR HEIGHT" CLR MC 1 Push/Pull Set BF15847 T1 - LENGTH TO SUIT US26D RO 1 Magnalock M38 US28 SN 1 Concealed Closer 2030 HB - SIZE TO SUIT AL LC 1 Magnetic Holder 998 689 RX 1 Delayed Egress Ctrl. XDT-24 SN 1 Motion Sensor Bolt SB-MXD SN 1 Sounder PZ-1 SN 1 Exit Delay Label EXD-lL SN 1 Key Switch MKA 630 SN 1 Mortise Cylinder 2196 CMK - LENGTH/CAM TO SUIT 626 YA 1 Cylinder Core 1210 626 YA 1 Power Supply BPS-24-2 SN 1 Door Sweep MCK315 CN - DOOR WIDTH" MC NOTE: COORDINATE WITH THRESHOLD REQUIREMENTS AND SILL DETAILS. TIE POWER SUPPLY INTO FIRE ALARM SYSTEM. HARDWARE SET #31.79.631 Doors: INTERIOR ALUM SGL — DELAYED EGRESS SHOWER/POOL FROM LOCKERS (WOMEN — INTERLOCKED WITH MEN)) 1 Continuous Hinge MCK-12HD — DOOR HEIGHT" CLR MC 1 Push/Pull Set BF15847 T1 - LENGTH TO SUIT US26D RO 1 Magnalock M38 US28 SN 1 Concealed Closer 2030 HB - SIZE TO SUIT AL LC 1 Magnetic Holder 998 689 RX 1 Motion Sensor Bolt SB-MXD SN 1 Sounder PZ-1 SN 1 Exit Delay Label EXD-1 L SN 1 Key Switch MKA 630 SN 1 Mortise Cylinder 2196 CMK - LENGTH/CAM TO SUIT 626 YA 1 Cylinder Core 1210 626 YA 1 Door Sweep MCK315 CN - DOOR WIDTH" MC NOTE: COORDINATE WITH THRESHOLD REQUIREMENTS AND SILL DETAILS. SHARE POWER SUPPLY SCHEDULED @ MENS LOCKER ROOM. DOOR HARDWARE 08710 - 24 Schroeder Architects LA Fitness — Sanford Shell and TI Project # 170264 Sanford, FL Bid Issue — 9/5/2017 HARDWARE SET #31.95.130 Doors: INTERIOR ALUM PAIR — SGL ACTING, PUSH/PULL, THRESHOLD BASKETBALL, AEROBICS, CYCLE ENTRY 2 Continuous Hinge MCK-12HD — DOOR HEIGHT" CLR MC 2 Push/Pull Set BF15847 T1 - LENGTH TO SUIT US32D RO 2 Concealed Closer 2030 B - SIZE TO SUIT AL LC 1 Threshold 171 A - OPENING WIDTH" SS/MS&ES25 PE NOTE: COORDINATE THRESHOLD REQUIREMENTS WITH SILL DETAILS. PERIMETER/MEETING STILE SEALS BY FRAME/DOOR SUPPLIER. HARDWARE SET #31.95.630 Doors: INTERIOR ALUM PAIR — SGL ACTING, PUSH/PULL, THRESHOLD BASKETBALL, AEROBICS, CYCLE ENTRY 1 Continuous Hinge MCK-12HD — DOOR HEIGHT" CLR MC 1 Push/Pull Set BF15847 T1 - LENGTH TO SUIT US32D RO 1 Concealed Closer 2030 B - SIZE TO SUIT AL LC 1 Threshold 171 A - OPENING WIDTH" SS/MS&ES25 PE NOTE: COORDINATE THRESHOLD REQUIREMENTS WITH SILL DETAILS. PERIMETER/MEETING STILE SEALS BY FRAME/DOOR SUPPLIER. HARDWARE SET #31.95.631 Doors: INTERIOR ALUM SGL — SGL ACTING, PUSH/PULL, NO KEYPAD SHOWER/POOL FROM LOCKERS 1 Continuous Hinge MCK-12HD — DOOR HEIGHT" CLR MC 1 Push/Pull Set BF15847 T1 - LENGTH TO SUIT US26D RO 1 Concealed Closer 2030 B - SIZE TO SUIT AL LC 1 Door Stop WS04 -OR- FS03 US26D MC 1 Door Sweep MCK315 CN - DOOR WIDTH" MC DOOR HARDWARE 08710 - 25 Schroeder Architects Project # 170264 HARDWARE SET #31.96.631 LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 Doors: INTERIOR ALUM SGL — SGL ACTING, PUSH/PULL, DEADLOCK X CYL/T.T. SHOWER/POOL FROM LOCKERS 1 Continuous Hinge MCK-12HD — DOOR HEIGHT" CLR MC 1 Deadlock MS1852S - BACKSET TO SUIT 628 AD 1 Cylinder Core 1210 626 YA 1 Mortise Cylinder 2196 CMK - LENGTH/CAM TO SUIT 626 YA 1 Thumbturn Cylinder 4066 - LENGTH/CAM TO SUIT 628 AD 1 Push/Pull Set BF 15847 T 1 - LENGTH TO SUIT US26D RO 1 Concealed Closer 2030 HB - SIZE TO SUIT AL LC 1 Door Stop WS04 -OR- FS03 US26D MC 1 Door Sweep MCK315 CN - DOOR WIDTH" MC HARDWARE SET #31.97.630 Doors: INTERIOR ALUM SGL — SGL ACTING, PUSH/PULL BARS, CHIME KIDS KLUB ENTRY 1 Continuous Hinge MCK-12HD — DOOR HEIGHT" CLR MC 1 Push/Pull Set BF15847 T1 - LENGTH TO SUIT US32D RO 1 Concealed Closer 2030 B - SIZE TO SUIT AL LC 1 Door Chime PC-300 WHT AS www.atwbrand.com) 1 Transformer 4605 AR 1 Door Contact DPS-M-G GRY SN 1 Threshold 171 A - OPENING WIDTH" SS/MS&ES25 PE NOTE: COORDINATE THRESHOLD REQUIREMENTS WITH SILL DETAILS. PERIMETER SEALS BY FRAME SUPPLIER. CHIME WILL RING EACH TIME DOOR IS OPENED AND WILL NOT STOP CHIMIMNG UNTIL DOOR IS CLOSED. TRANSFORMER TO BE INSTALLED WITHIN KIDS KLUB MILLWORK. DOOR HARDWARE 08710 - 26 Schroeder Architects LA Fitness — Sanford Shell and TI Project # 170264 Sanford, FL Bid Issue — 9/5/2017 HARDWARE SET #31.98.630 Doors: INTERIOR ALUM SGL — SGL ACTING, PUSH/PULL, DEADLOCK SHOWER/POOL FROM LOCKERS 1 Continuous Hinge MCK-12HD — DOOR HEIGHT" CLR MC 1 Deadlock MS1852S - BACKSET TO SUIT 628 AD 1 Cylinder Core 1210 626 YA 1 Mortise Cylinder 2196 CMK - LENGTH/CAM TO SUIT 626 YA 1 Push/Pull Set BF15847 T1 - LENGTH TO SUIT US26D RO 1 Concealed Closer 2030 B - SIZE TO SUIT AL LC 1 Threshold 171 A - OPENING WIDTH" SS/MS&ES25 PE NOTE: COORDINATE THRESHOLD REQUIREMENTS WITH SILL DETAILS. PERIMETER SEALS BY FRAME SUPPLIER. HARDWARE SET #31.98.632 Doors: INTERIOR ALUM SGL — SGL ACTING, PUSH/PULL, DEADLOCK SHOWER/POOL FROM LOCKERS 1 Continuous Hinge MCK-12HD — DOOR HEIGHT" CLR MC 1 Deadlock MS1852S - BACKSET TO SUIT 628 AD 1 Cylinder Core 1210 626 YA 1 Mortise Cylinder 2196 CMK - LENGTH/CAM TO SUIT 626 YA 1 Push/Pull Set BF15847 Tl - LENGTH TO SUIT US26D RO 1 Concealed Closer 2030 HB - SIZE TO SUIT AL LC 1 Threshold 171 A - OPENING WIDTH" SS/MS&ES25 PE NOTE: COORDINATE THRESHOLD REQUIREMENTS WITH SILL DETAILS. PERIMETER SEALS BY FRAME SUPPLIER. HARDWARE SET #31.99.601 Doors: INTERIOR ALUM SGL — SGL ACTING, PUSH/PULL SAUNA 1 Continuous Hinge MCK-12HD — DOOR HEIGHT" CLR MC 2 Door Pull RM4130- TYPE 12 FASTENING US32D RO 1 Closer 2800ST 689 NO 1 Door Sweep MCK315 CN - DOOR WIDTH" MC NOTE: WOOD PULL ON BOTH SAUNA SIDES OF DOOR. DOOR HARDWARE 08710 - 27 4.. Schroeder Architects LA Fitness — Sanford Shell and TI Project # 170264 Sanford, FL Bid Issue — 9/5/2017 TEMPLATE CLOSER FOP MAXIMUM DEGREE SWING. HARDWARE SET #36.95.135 Doors: INTERIOR ALUM PAIR — SGL ACTING, PUSH/PULL, NO THRESHOLD ENTRY VESTIBULE W/CONTINUOUS HINGE 2 Continuous Hinge MCK-25HD CLR MC 2 Push/Pull Set BF15847 T1 - LENGTH TO SUIT US32D RO 2 Closer J7500 689 NO 2 Overhead Stop 6-X36 630 RX NOTE: PERIMETER/MEETING STILE SEALS BY FRAME/DOOR SUPPLIER. HARDWARE SET #40.09.610 Doors: INTERIOR SGL — EGRESS, EXIT ONLY, NON -RATED EXIT CORRIDOR DOORS 3 Hinge T4A3786 4 1/2 X 4 1/2 26D MC 1 Exit Device 7100 630 YA 1 Closer PR8501 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Door Stop WS04 -OR- FS03 US26D MC 3 Door Silencers SIM -OR- S2W MC HARDWARE SET #40.19.600 Doors: INTERIOR SGL — EGRESS, EXIT ONLY, ALARMED, NON -RATED, CLOSER ON PULL SIDE EXIT CORRIDOR DOORS 3 Hinge T4A3786 4 1/2 X 4 1/2 26D MC 1 Exit Device 7100 630 YA 1 Exit Alarm EAX-500 GRY DX 1 Cylinder Core 1210 626 YA 1 Mortise Cylinder 2196 CMK - LENGTH/CAM TO SUIT 626 YA 1 Closer 8501 689 NO 1 Kickplate KP50 - 10" H134E US32D MC 1 Door Stop WS04 -OR- FS03 US26D MC 3 Door Silencers SIM -OR- S2W MC DOOR HARDWARE 08710 - 28 Schroeder Architects LA Fitness — Sanford Shell and TI Project # 170264 Sanford, FL Bid Issue — 9/5/2017 HARDWARE SET #40.19.610 Doors: INTERIOR SGL — EGRESS, EXIT ONLY, ALARMED, NON -RATED, CLOSER ON PUSH SIDE EXIT CORRIDOR DOORS 3 Hinge T4A3786 4 1/2 X 4 1/2 26D MC 1 Exit Device 7100 630 YA 1 Exit Alarm EAX-500 GRY DX 1 Cylinder Core 1210 626 YA 1 Mortise Cylinder 2196 CMK - LENGTH/CAM TO SUIT 626 YA 1 Closer PR8501 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Door Stop WS04 -OR- FS03 US26D MC 3 Door Silencers SIM -OR- S2W MC HARDWARE SET #40.00.700 Doors: INTERIOR SGL — EGRESS, PASSAGE, RATED STAIR/EXIT CORRIDOR DOORS 3 Hinge T4A3786 4 1/2 X 4 1/2 26D MC 1 Exit Device 7100F x AU628F 630 YA 1 Closer 8501 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Door Stop WS04 -OR- FS03 US26D MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC HARDWARE SET #40.01.712 Doors: INTERIOR SGL — EGRESS, STOREROOM, RATED EXIT FROM ELECTRIC ROOM 3 Hinge T4A3786 4 1/2 X 4 1/2 26D MC 1 Exit Device 7100F x AU626F 630 YA 1 Rim Cylinder 1193 6 PIN TEMP CORE 626 YA 1 Cylinder Core 1210 626 YA 1 Closer PR8501 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Door Stop WS04 -OR- FS03 US26D MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC 1 Door Sweep MCK315 CN - DOOR WIDTH" MC 1 Threshold 171 A - OPENING WIDTH" SS/MS&ES25 PE DOOR HARDWARE 08710 - 29 Schroeder Architects Project # 170264 LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 HARDWARE SET #40.19.700 Doors: INTERIOR SGL — EGRESS, EXIT ONLY, ALARMED, RATED, CLOSER ON PULL SIDE EXIT CORRIDOR DOORS 3 Hinge T4A3786 4 1/2 X 4 1/2 26D MC 1 Exit Device 7100F 630 YA 1 Exit Alarm EAX-500 GRY DX 1 Cylinder Core 1210 626 YA 1 Mortise Cylinder 2196 CMK - LENGTH/CAM TO SUIT 626 YA 1 Closer 8501 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Door Stop WS04 -OR- FS03 US26D MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC HARDWARE SET #50.00.500 Doors: INTERIOR SGL — PASSAGE, NON -RATED 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Passage Latch AU 5401LN 626 YA 1 Door Stop WS04 -OR- FS03 US26D MC 3 Door Silencers SIM -OR- S2W MC HARDWARE SET #50.00.600 Doors: INTERIOR SGL — INSWINGING, PASSAGE, CLOSER, NON -RATED 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Passage Latch AU 5401LN 626 YA I Closer 8501 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Door Stop WS04 -OR- FS03 US26D MC 3 Door Silencers SIM -OR- S2W MC HARDWARE SET #50.00.610 Doors: INTERIOR SGL — OUTSWINGING, PASSAGE, CLOSER, NON -RATED 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Passage Latch AU 5401LN 626 YA 1 Closer PR8501 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Door Stop WS04 -OR- FS03 US26D MC 3 Door Silencers SIM -OR- S2W MC DOOR HARDWARE 08710 - 30 r Schroeder Architects LA Fitness — Sanford Shell and TI Project # 170264 Sanford, FL Bid Issue — 9/5/2017 HARDWARE SET ft50.00.700 Doors: INTERIOR SGL — INSWINGING, PASSAGE, CLOSER, RATED 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Passage Latch AU 5401LN 626 YA 1 Closer 8501 689 NO 1 Kickplate KP50 - 10" H134E US32D MC 1 Door Stop WS04 -OR- FS03 US26D MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC HARDWARE SET #50.00.710 Doors: INTERIOR SGL — OUTSWINGING, PASSAGE, CLOSER, RATED 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Passage Latch AU 5401LN 626 YA 1 Closer PR8501 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Door Stop WS04 -OR- FS03 US26D MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC HARDWARE SET #50.03.600 Doors: INTERIOR SGL — INSWINGING, PASSAGE X DEADBOLT, CLOSER/WALL STOP, NON -RATED SGL OCCUPANCY TOILET @ KID'S KLUB, 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Deadlock 352 LC 626 YA 1 Passage Latch AU 5401LN 626 YA 1 Thumbturn Cylinder S2053 — CAM/TRIM RING TO SUIT 626 YA 1 Closer 8501 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Door Stop WS04 -OR- FS03 US26D MC 3 Door Silencers S I M -OR- S2W MC DOOR HARDWARE 08710 - 31 Schroeder Architects Project # 170264 HARDWARE SET #50.03.610 LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 Doors: INTERIOR SGL — OUTSWINGING, PASSAGE X DEADBOLT, CLOSER/WALL STOP, NON -RATED SGL OCCUPANCY TOILET @ KID'S KLUB, 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Deadlock 352 LC 626 YA 1 Passage Latch AU 5401LN 626 YA 1 Thumbturn Cylinder S2053 — CAM/TRIM RING TO SUIT 626 YA 1 Closer PR8501 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Door Stop WSO4 -OR- FS03 US26D MC 3 Door Silencers SIM -OR- S2W MC HARDWARE SET #50.03.620 Doors: INTERIOR SGL — OUTSWINGING, PASSAGE X DEADBOLT, CLOSER W/ STOP ARM, NON -RATED SGL OCCUPANCY TOILET @ KID'S KLUB, 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Deadlock 352 LC 626 YA 1 Passage Latch AU 5401LN 626 YA 1 Thumbtum Cylinder S2053 — CAM/TRIM RING TO SUIT 626 YA 1 Closer CLP-8501 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 3 Door Silencers SIM -OR- S2W MC HARDWARE SET #50.04.600 Doors: INTERIOR SGL — INSWINGING, PASSAGE X DEADBOLT, CLOSER/WALL STOP, NON -RATED SGL OCCUPANCY TOILET @ PUBLIC AREA 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Deadlock D112 TEMP CORE 626 YA 1 Passage Latch AU 5401LN 626 YA 1 Cylinder Core 1210 626 YA 1 Closer 8501 689 NO 1 Kickplate KP50 - 10" H134E US32D MC 1 Door Stop WSO4 -OR- FS03 US26D MC 3 Door Silencers SIM -OR- S2W MC DOOR HARDWARE 08710 - 32 Schroeder Architects LA Fitness — Sanford Shell and TI Project # 170264 Sanford, FL Bid Issue — 9/5/2017 HARDWARE SET #50.04.610 Doors: INTERIOR SGL — OUTSWINGING, PASSAGE X DEADBOLT, CLOSER/WALL STOP, NON -RATED SGL OCCUPANCY TOILET @ PUBLIC AREA 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Deadlock D112 TEMP CORE 626 YA 1 Passage Latch AU 5401LN 626 YA 1 Cylinder Core 1210 626 YA 1 Closer PR8501 689 NO 1 Kickplate KP50 - 10" H134E US32D MC 1 Door Stop WS04 -OR- FS03 US26D MC 3 Door Silencers SIM -OR- S2W MC HARDWARE SET #50.04.620 Doors: INTERIOR SGL — INSWINGING, PASSAGE X DEADBOLT, CLOSER W/ STOP ARM, NON -RATED SGL OCCUPANCY TOILET @ PUBLIC AREA, 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Deadlock D 112 TEMP CORE 626 YA 1 Passage Latch AU 5401LN 626 YA 1 Cylinder Core 1210 626 YA 1 Closer CLP-8501 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 3 Door Silencers SIM -OR- S2W MC HARDWARE SET #50.06.600 Doors: INTERIOR SGL — INSWINGING, KEYED PRIVACY, CLOSER/WALL STOP, NON- RATED SGL OCCUPANCY TOILET @ PUBLIC AREA 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Privacy Lock AU 5406LN 626 YA 1 Cylinder Core 1210 626 YA 1 Closer 8501 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Door Stop WS04 -OR- FS03 US26D MC 3 Door Silencers SIM -OR- S2W MC DOOR HARDWARE 08710 - 33 Schroeder Architects LA Fitness — Sanford Shell and TI Project # 170264 Sanford, FL Bid Issue — 9/5/2017 HARDWARE SET #50.06.610 Doors: INTERIOR SGL — OUTSWINGING, KEYED PRIVACY, CLOSER/WALL STOP, NON- RATED SGL OCCUPANCY TOILET @ PUBLIC AREA 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Privacy Lock AU 5406LN 626 YA 1 Cylinder Core 1210 626 YA 1 Closer PR8501 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Door Stop WS04 -OR- FS03 US26D MC 3 Door Silencers SIM -OR- S2W MC HARDWARE SET #50.04.620 Doors: INTERIOR SGL — INSWINGING, KEYED PRIVACY, CLOSER W/ STOP ARM, NON- RATED SGL OCCUPANCY TOILET @ PUBLIC AREA, 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Privacy Lock AU 5406LN 626 YA 1 Cylinder Core 1210 626 YA 1 Closer CLP-8501 689 NO 1 Kickplate KP50 - 10" H134E US32D MC 3 Door Silencers SIM -OR- S2W MC HARDWARE SET #50.10.501 Doors: INTERIOR SGL — STOREROOM, KICKPLATE JANITOR 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Storeroom Lock AU 5405LN 1210-6 PIN TEMP 626 YA 1 Cylinder Core 1210 626 YA 1 Kickplate KP50 - 10" H134E US32D MC 1 Door Stop WS04 -OR- FS03 US26D MC 3 Door Silencers SIM -OR- S2W MC DOOR HARDWARE 08710 - 34 Schroeder Architects LA Fitness — Sanford Shell and TI Project # 170264 Sanford, FL Bid Issue — 9/5/2017 HARDWARE SET #50.10.511 Doors: INTERIOR SGL — STOREROOM, KICKPLATE, OVERHEAD STOP JANITOR 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Storeroom Lock AU 5405LN 1210-6 PIN TEMP 626 YA 1 Cylinder Core 1210 626 YA 1 Kickplate KP50 - 10" HB4E US32D MC 1 Overhead Stop 10-X36 652 RX 3 Door Silencers SIM -OR- S2W MC HARDWARE SET #50.10.600 Doors: INTERIOR SGL — INSWINGING, STOREROOM, CLOSER, NOT RATED AUDIOVISUAL 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Storeroom Lock AU 5405LN 1210-6 PIN TEMP 626 YA 1 Closer 8501 689 NO 1 Kickplate KP50 - 10" H134E US32D MC 1 Door Stop WS04 -OR- FS03 US26D MC 3 Door Silencers SIM -OR- S2W MC HARDWARE SET #50.10.610 Doors: INTERIOR SGL — OUTSWINGING, STOREROOM, CLOSER, NOT RATED AUDIO/VISUAL 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Storeroom Lock AU 5405LN 1210-6 PIN TEMP 626 YA 1 Closer PR8501 689 NO 1 Kickplate KP50 - 10" H134E US32D MC 1 Door Stop WS04 -OR- FS03 US26D MC 3 Door Silencers SIM -OR- S2W MC DOOR HARDWARE 08710 - 35 Schroeder Architects Project # 170264 HARDWARE SET #50.10.620 LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 Doors: INTERIOR SGL — OUTSWINGING, STOREROOM, CLOSER, W/STOP ARM, NOT RATED AUDIOVISUAL 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Storeroom Lock AU 5405LN 1210-6 PIN TEMP 626 YA 1 Closer PR8501 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Door Stop WSO4 -OR- FS03 US26D MC 3 Door Silencers SIM -OR- S2W MC HARDWARE SET #50.10.700 Doors: INTERIOR SGL — INSWINGING, STOREROOM, RATED RATED STOREROOM 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Storeroom Lock AU 5405LN 1210-6 PIN TEMP 626 YA 1 Closer 8501 689 NO 1 Kickplate KP50 - 10" H134E US32D MC 1 Door Stop WSO4 -OR- FS03 US26D MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC HARDWARE SET #50.10.701 Doors: INTERIOR SGL — INSWINGING, STOREROOM, RATED, THRESHOLD ELECTRICAL 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Storeroom Lock AU 5405LN 1210-6 PIN TEMP 626 YA 1 Cylinder Core 1210 626 YA 1 Closer 8501 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Door Stop WSO4 -OR- FS03 US26D MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC 1 Threshold 171 A - OPENING WIDTH" SS/MS&ES25 PE NOTE: COORDINATE THRESHOLD REQUIREMENTS WITH FLOOR CONDITIONS. DOOR HARDWARE 08710 - 36 i Ii Schroeder Architects LA Fitness — Sanford Shell and TI Project # 170264 Sanford, FL Bid Issue — 9/5/2017 HARDWARE SET #50.10.710 Doors: INTERIOR SGL — OUTSWINGING, STOREROOM, RATED RATED STOREROOM 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Storeroom Lock AU 5405LN 1210-6 PIN TEMP 626 YA 1 Cylinder Core 1210 626 YA 1 Closer PR8501 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Door Stop WS04 -OR- FS03 US26D MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC HARDWARE SET #50.10.711 Doors: INTERIOR SGL — OUTSWINGING, STOREROOM, RATED, THRESHOLD ELECTRICAL 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Storeroom Lock AU 5405LN 1210-6 PIN TEMP 626 YA 1 Cylinder Core 1210 626 YA 1 Closer PR8501 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Door Stop WS04 -OR- FS03 US26D MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/1-IEIGHT' MC 1 Threshold 171 A - OPENING WIDTH" SS/MS&ES25 PE NOTE: COORDINATE THRESHOLD REQUIREMENTS WITH FLOOR CONDITIONS. HARDWARE SET #50.10.712 Doors: INTERIOR SGL — OUTSWINGING, STOREROOM, RATED, THRESHOLD, SWEEP 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Storeroom Lock AU 5405LN 1210-6 PIN TEMP 626 YA 1 Cylinder Core 1210 626 YA 1 Closer PR8501 689 NO 1 Kickplate KP50 - 10" H134E US32D MC 1 Door Stop WS04 -OR- FS03 US26D MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC 1 Door Sweep MCK315 CN - DOOR WIDTH" MC 1 Threshold 171 A - OPENING WIDTH" SS/MS&ES25 PE NOTE: COORDINATE THRESHOLD REQUIREMENTS WITH FLOOR CONDITIONS. DOOR HARDWARE 08710 - 37 r r Schroeder Architects Project # 170264 LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 HARDWARE SET #50.10.720 Doors: INTERIOR SGL — OUTSWINGING, STOREROOM, RATED, OVERHEAD STOP RATED STOREROOM 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Storeroom Lock AU 5405LN 1210-6 PIN TEMP 626 YA 1 Cylinder Core 1210 626 YA 1 Closer CLP-8501 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC HARDWARE SET #50.11.620 Doors: INTERIOR SGL — OUTSWINGING, STOREROOM X FLUSH PULL O/S, CLOSER, W/STOP ARM, NOT RATED BASKETBALL COURT STORAGE 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Storeroom Lock AUR 8833FL 1210-6 PIN TEMP 626 YA 1 Closer CLP-8501 689 NO 1 Kickplate KP50 - 10" H134E US32D MC 3 Door Silencers S I M -OR- S2W MC HARDWARE SET #50.15.500 Doors: INTERIOR SGL — CLASSROOM DRY STORAGE, JUICE BAR 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Classroom Lockset AU 5408LN 1210-6 PIN TEMP 626 YA 1 Cylinder Core 1210 626 YA 1 Door Stop WS04 -OR- FS03 US26D MC 3 Door Silencers SIM -OR- S2W MC HARDWARE SET #50.15.510 Doors: INTERIOR SGL — CLASSROOM, OVERHEAD STOP DRY STORAGE, JUICE BAR 3 Hinge TA2714 4 1/2 X 4 1/2 26D MC 1 Classroom Lockset AU 5408LN 1210-6 PIN TEMP 626 YA 1 Cylinder Core 1210 626 YA DOOR HARDWARE 08710 - 38 i Schroeder Architects Project # 170264 1 Overhead Stop 10-X36 3 Door Silencers SIM -OR- S2W HARDWARE SET #51.04.600 Doors: INTERIOR SGL — INSWINGING, PRIVACY, CLOSER SGL OCCUPANCY TOILET @ WET AREA LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 652 RX MC 3 Hinge TA2314 4 1/2 X 4 1/2 32D MC 1 Deadlock D 112 TEMP CORE 626 YA 1 Passage Latch AU 5401LN 626 YA 1 Cylinder Core 1210 626 YA 1 Closer 8501 SRI 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Door Stop WS04 -OR- FS03 US26D MC 3 Door Silencers SIM -OR- S2W MC HARDWARE SET #51.10.120 Doors: INTERIOR PAIR — OUTSWINGING, STOREROOM, CLOSER W/ STOP POOL STORAGE, STORAGE ROOM @ WET AREA 6 Hinge TA2314 4 1/2 X 4 1/2 32D MC 2 Flush Bolt FBO1M or 02W US26D MC 1 Storeroom Lock AUR 8805FL 1210-6 PIN TEMP YMS 626 YA 1 Cylinder Core 1210 626 YA 2 Closer CLP-8501 SRI 689 NO 2 Kickplate KP50 - 10" HB4E US26D MC 1 Dustproof Strike DPS 1 US26D MC 2 Door Silencers SIM -OR- S2W MC HARDWARE SET #51.10.600 Doors: INTERIOR SGL — INSWINGING, STOREROOM, CLOSER POOL STORAGE, STORAGE ROOM @ WET AREA 3 Hinge TA2314 4 1/2 X 4 1/2 32D MC 1 Storeroom Lock AUR 8805FL 1210-6 PIN TEMP YMS 626 YA 1 Cylinder Core 1210 626 YA 1 Closer 8501 SRI 689 NO 1 Kickplate KP50 - 10" HB4E US26D MC 1 Door Stop WS04 -OR- FS03 US26D MC 3 Door Silencers SIM -OR- S2W MC DOOR HARDWARE 08710 - 39 c Schroeder Architects Project # 170264 HARDWARE SET #51.10.610 LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 Doors: INTERIOR SGL — INSWINGING, STOREROOM, CLOSER POOL STORAGE, STORAGE ROOM @ WET AREA 3 Hinge TA2314 4 1/2 X 4 1/2 32D MC 1 Storeroom Lock AUR 8805FL 1210-6 PIN TEMP YMS 626 YA 1 Cylinder Core 1210 626 YA 1 Closer PR8501 SRI 689 NO 1 Kickplate KP50 - 10" H134E US26D MC 1 Door Stop WS04 -OR- FS03 US26D MC 3 Door Silencers S I M -OR- S2W MC HARDWARE SET #51.10.620 Doors: INTERIOR SGL — OUTSWINGING, STOREROOM, CLOSER W/ STOP POOL STORAGE, STORAGE ROOM @ WET AREA 3 Hinge TA2314 4 1/2 X 4 1/2 32D MC 1 Storeroom Lock AUR 8805FL 1210-6 PIN TEMP YMS 626 YA 1 Cylinder Core 1210 626 YA 1 Closer CLP-8501 SRI 689 NO 1 Kickplate KP50 - 10" HB4E US26D MC 3 Door Silencers SIM -OR- S2W MC HARDWARE SET #51.10.700 Doors: INTERIOR SGL, RATED, 3'0" WIDE DOOR OR LESS — INSWINGING, STOREROOM, CLOSER POOL STORAGE, STORAGE ROOM @ WET AREA 3 Hinge TA2314 4 1/2 X 4 1/2 32D MC 1 Storeroom Lock AUR 8805FL 1210-6 PIN TEMP YMS 626 YA 1 Cylinder Core 1210 626 YA 1 Closer 8501 SRI 689 NO 1 Kickplate KP50 - 10" HB4E US26D MC 1 Door Stop WS04 -OR- FS03 US26D MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC DOOR HARDWARE 08710 - 40 iw• Schroeder Architects Project # 170264 HARDWARE SET #51.10.710 LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 Doors: INTERIOR SGL, RATED, 3'0" WIDE DOOR OR LESS — OUTSWINGING, STOREROOM, CLOSER POOL STORAGE, STORAGE ROOM @ WET AREA 3 Hinge TA2314 4 1/2 X 4 1/2 32D MC 1 Storeroom Lock AUR 8805FL 1210-6 PIN TEMP YMS 626 YA 1 Cylinder Core 1210 626 YA 1 Closer PR8501 SRI 689 NO 1 Kickplate KP50 - 10" HB4E US26D MC 1 Door Stop WS04 -OR- FS03 US26D MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC HARDWARE SET #51.10.720 Doors: INTERIOR SGL, RATED, 3'0" WIDE DOOR OR LESS — OUTSWINGING, STOREROOM, CLOSER W/STOP POOL STORAGE, STORAGE ROOM @ WET AREA 3 Hinge TA2314 4 1/2 X 4 1/2 32D MC 1 Storeroom Lock AUR 8805FL 1210-6 PIN TEMP YMS 626 YA 1 Cylinder Core 1210 626 YA 1 Closer CLP-8501 SRI 689 NO 1 Kickplate KP50 - 10" HB4E US26D MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC HARDWARE SET #52.01.500 Doors: INTERIOR SGL — GATE KIDS KLUB PLAY AREA, MILLWORK DOOR W/LEVER ON PLAY AREA SIDE ONLY 2 Spring Hinges 1502 4 1/2 X 4 1/2 26D MC 1 Exit Latch AU 5428LN 626 YA 1 Door Stop WS04 -OR- FS03 US26D MC 3 Door Silencers SIM -OR- S2W MC NOTE: COORDINATE WITH MILLWORK DOORFRAME REQUIREMENTS. DOOR HARDWARE 08710 - 41 4" 'W, Schroeder Architects Project # 170264 HARDWARE SET #52.70.500 LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 Doors: INTERIOR SGL — GATE KIDS KLUB ENTRY, MILLWORK DOOR W/ MAGNETIC LOCK & EXIT BUTTON 2 Spring Hinges 1502 4 1/2 X 4 1/2 26D MC 1 Magnetic Lock MCL 626 SN I Emergency Exit Button EEB2 SN 1 Door Stop WS04 -OR- FS03 US26D MC 3 Door Silencers SIM -OR- S2W MC 1 Power Supply BPS-24-1 SN NOTE: COORDINATE WITH MILLWORK DOORFRAME REQUIREMENTS. TIE POWER SUPPLY INTO FIRE ALARM SYSTEM. POWER SUPPLY TO BE LOCATED WITHIN KIDS KLUB MILLWORK. EXIT RELEASE BUTTON TO BE INSTALLED WITH ACCESS FROM OVER COUNTER — COORDINATE LOCATION WITH ARCHITECT. HARDWARE SET #52.99.500 Doors: INTERIOR SGL — DOUBLE-ACTING GATE JUICE BAR GATE 1 Dbl-Acting Gate Pivot 355 26D RX NOTE: COORDINATE WITH MILLWORK DOORFRAME REQUIREMENTS. HARDWARE SET #60.00.600 Doors: INTERIOR SGL INSWINGING, PASSAGE, CLOSER, NOT RATED HEAVY USE COMMON AREA DOOR 3 Hinge T4A3786 4 1/2 X 4 1/2 26D MC 1 Passage Latch AU 5401LN 626 YA 1 Closer 8501 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Door Stop WS04 -OR- FS03 US26D MC 3 Door Silencers SIM -OR- S2W MC DOOR HARDWARE 08710 - 42 Schroeder Architects Project # 170264 HARDWARE SET #60.05.620 LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 Doors: INTERIOR SGL — INSWINGING, PRIVACY, CLOSER W/STOP HEAVY USE COMMON AREA SGL OCCUPANCY TOILET ROOM 3 Hinge T4A3786 4 1/2 X 4 1/2 26D MC 1 Privacy Latch AU 5402LN 626 YA 1 Closer CLP-7500 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 3 Door Silencers SIM -OR- S2W MC HARDWARE SET #60.10.220 Doors: INTERIOR PAIR — OUTSWINGING, STOREROOM, CLOSER, RATED STORAGE ROOM 6 Hinge T4A3786 4 1/2 X 4 1/2 26D MC 1 Auto Flush Bolt FB06M or IOW US26D MC 1 Storeroom Lock AU 5405LN 1210-6 PIN TEMP 626 YA 1 Cylinder Core 1210 626 YA 1 Coordinator UC125 MC 2 Closer CLP-8501 689 NO 2 Kickplate KP50 - 10" H134E US32D MC 1 Dustproof Strike DPS1 US32D MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC 2 Meeting Stile Seal MCK297 AS — DOOR HEIGHT" MC HARDWARE SET #60.10.700 Doors: INTERIOR SGL — INSWINGING, OVER Y WIDE, STOREROOM, RATED RATED STOREROOM 3 Hinge T4A3786 4 1/2 X 4 1/2 26D MC 1 Storeroom Lock AU 5405LN 1210-6 PIN TEMP 626 YA 1 Closer 8501 689 NO 1 Kickplate KP50 - 10" HB4E US32D MC 1 Door Stop WS04 -OR- FS03 US26D MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC DOOR HARDWARE 08710 - 43 Schroeder Architects Project # 170264 HARDWARE SET #61.10.600 LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 Doors: INTERIOR SGL — INSWINGING, STOREROOM, CLOSER POOL EQUPMENT, STORAGE ROOM @ WET AREA 3 Hinge T4A3386 4 1/2 X 4 1/2 32D MC 1 Storeroom Lock AUR 8805FL 1210-6 PIN TEMP YMS 626 YA 1 Cylinder Core 1210 626 YA 1 Closer 8501 SRI 689 NO 1 Kickplate KP50 - 10" HB4E US26D MC 1 Door Stop WS04 -OR- FS03 US26D MC 3 Door Silencers SIM -OR- S2W MC HARDWARE SET #61.10.610 Doors: INTERIOR SGL — INSWINGING, STOREROOM, CLOSER POOL EQUPMENT, STORAGE ROOM @ WET AREA 3 Hinge T4A3386 4 1/2 X 4 1/2 32D MC 1 Storeroom Lock AUR 8805FL 1210-6 PIN TEMP YMS 626 YA 1 Cylinder Core 1210 626 YA 1 Closer PR8501 SRI 689 NO 1 Kickplate KP50 - 10" HB4E US26D MC 1 Door Stop WS04 -OR- FS03 US26D MC 3 Door Silencers SIM -OR- S2W MC HARDWARE SET #61.10.620 Doors: INTERIOR SGL — OUTSWINGING, STOREROOM, CLOSER W/ STOP POOL EQUPMENT, STORAGE ROOM @ WET AREA 3 Hinge T4A3386 4 1/2 X 4 1/2 32D MC 1 Storeroom Lock AUR 8805FL 1210-6 PIN TEMP YMS 626 YA 1 Cylinder Core 1210 626 YA 1 Closer CLP-8501 SRI 689 NO 1 Kickplate KP50 - 10" HB4E US26D MC 3 Door Silencers SIM -OR- S2W MC DOOR HARDWARE 08710 - 44 1W, -. Schroeder Architects Project # 170264 HARDWARE SET #61.10.700 LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 Doors: INTERIOR SGL, RATED, DOOR OVER 3'0" WIDE — INSWINGING, STOREROOM, CLOSER POOL EQUPMENT, STORAGE ROOM @ WET AREA 3 Hinge T4A3386 4 1/2 X 4 1/2 32D MC 1 Storeroom Lock AUR 8805FL 1210-6 PIN TEMP YMS 626 YA 1 Cylinder Core 1210 626 YA 1 Closer 8501 SRI 689 NO 1 Kickplate KP50 - 10" H134E US26D MC 1 Door Stop WS04 -OR- FS03 US26D MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC HARDWARE SET #61.10.710 Doors: INTERIOR SGL, RATED, DOOR OVER 3'0" WIDE — OUTSWINGING, STOREROOM, CLOSER POOL EQUPMENT, STORAGE ROOM @ WET AREA 3 Hinge T4A3386 4 1/2 X 4 1/2 32D MC 1 Storeroom Lock AUR 8805FL 1210-6 PIN TEMP YMS 626 YA 1 Cylinder Core 1210 626 YA 1 Closer PR8501 SRI 689 NO 1 Kickplate KP50 - 10" HB4E US26D MC 1 Door Stop WS04 -OR- FS03 US26D MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC HARDWARE SET #61.10.720 Doors: INTERIOR SGL, RATED, DOOR OVER 3'0" WIDE — OUTSWINGING, STOREROOM, CLOSER W/STOP POOL EQUPMENT, STORAGE ROOM @ WET AREA 3 Hinge T4A3386 4 1/2 X 4 1/2 32D MC 1 Storeroom Lock AUR 8805FL 1210-6 PIN TEMP YMS 626 YA 1 Cylinder Core 1210 626 YA 1 Closer CLP-8501 SRI 689 NO 1 Kickplate KP50 - 10" H134E US26D MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC DOOR HARDWARE 08710 - 45 4" - 9 c Schroeder Architects Project # 170264 HARDWARE SET #XX.XX.BDS LA Fitness — Sanford Shell and TI Sanford, FL Bid Issue — 9/5/2017 Doors: RAQUETBALL COURTS COURTS, OTHER DOORS WITH NO HARDWARE REQUIRED NOTE: ALL HARDWARE BY DOOR SUPPLIER. END OF SECTION DOOR HARDWARE 08710 - 46 Schroeder Architects Architecture :. Interiors .. Urban Design 3118 East Shadowlawn Avenue, NE Atlanta, Georgia 30305 Phone 404.733.2626 Transmittal To: lames Hanson Phone: Email: Protect Manager Woolbright Development, Inc. (407) 595 9989 jhanson@woolbright.net Wekiva Riverwalk 2121 E. Semoran Blvd. Apopka, FL 32703 From: Will Bethell Phone: Email: 678) 904-4141 wbethell@schroeder- architects.com Date Sent: September 15, 2017 Via: FedEx lob Number: 170264 Subject: Construction document sets for building plans review submittal. Contents: 1. (1) Building permit application. 2. (1) Building department submittal letter. 3. (5) Sets of construction documents. 4. (1) copy of the door hardware specification. 5. (3) COMcheck energy calculations. 6. (1) CD of submittal documents. You should already have the permit fee check directly from LA Fitness. Please notify us if you don't. Remarks: Please see the attached documents for the submittal of the Sanford, FL LA Fitness Tenant Improvement project. Sincerely, Wil Bethell Schroeder Architects 3118 East Shadowlawn Ave, NE Atlanta, Georgia 30305 Page I of T:\PR0-17\1702641AF Sanford\Correspondence\C_Communication\7_Plan Review\SendM - Initial Buitding Department Submittal\2017-09-07 Transmittal IHanson Tl.d— BP200I01 CITY OF SANFORD 11/17/17 Application Inquiry 08:48:00 Application number . . . . . : 17 00003096 Application status, date . . : CLOSED 10/24/17 Property . . . . . . . . . . : 300 W LAKE MARY BLVD Parcel Number. . . 11.20.30.518-0000-0050 Old CID . . . . . . . . . . . . Zoning . . . . . . . . . . . NA NOT APPLICABLE Application type . . . . . . ELEC ELECTRIC PERMIT APPLICATION Application date . . . . . . 10/23/17 Tenant number, name . . . . Master plan number, rev'wd by: AB Estimated valuation . . . . 50000 Total square footage . . . . 0 Public building NO Work description, qty . . . Pin number . . . . . . . . . 073744 Application desc . . . . . . rebuild elec room/added to building permit #1725 Press Enter to continue. F3=Exit F5=Land inq F7=Appl names F8=Tracking inq F9=Bond inquiry F10=Fees Fll=Receipts F12=Cancel F13=Val calcs F14=Misc info F24=More keys INSPECTION SEQUENCE BP# 17-2774 ADDRESS: 300 west Lake Mary Blvd BUILDING PERMIT Min Max Inspection Description 10 Footer / Setback Stemwall 10 Slab / Mono Slab Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In 20 Frame 30 Insulation Rough 40 Firewall Screw Pattern 40 Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence 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 100 IElectric Final PLUMsBING PERMIT.. Min Max Inspection Description Rough Plumb 10 Plumbing Underground 20 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 Descri tion 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 REVISED: June 2014 INSPECTION SEQUENCE BP# 17-2774 ADDRESS: 300 West Lake Maa Blvd. Ar GAS PERMIT a Min Max Inspection Description Gas Underground Piping 10 Gas Rough -In 1000 Gas Final Medical Gas Rough -In Medical Gas Final IObDSISENLTaI2NxTT$ Min Max EAt Inspection Description Hood System Rough Hood System Insulation Light/Water Test Ck Welds Hood System Final ROOFING °PERMIT 'A , , rs Min Max Inspection Descri tion Roof Dry -In Final Roof REVISED: June 2014 Y,STBROOK ENGINEERING August 17, 2017 Mr. David Schroeder Schroeder Architects 3118 East Shadowlawn Avenue NE Atlanta, GA 30305 R ' Re: Structural Opinion Letter for LA Fitness Cladding System 300 West Lake Mary Blvd, Sanford FL 32773 Dear Mr. Schroeder; We have reviewed the construction drawings prepared by your office for the referenced site, for the purpose of evaluating the installation of the proposed cladding system. The specified cladding system is the LONGBOARD V Groove Siding manufactured by Mayne Coatings Corporation. This material was tested by an independent firm — Intertek testing Services 1500 Brigantine Drive, Coquitlam, BC V3K 7CL The following information was provided to us or obtained for this letter: The existing building and proposed cladding system layout information were obtained from the building drawings prepared by Schroeder Architects, dated August 7, 2017. The proposed cladding system evaluation report provided by Intertek. WIND PRESSURE Wind pressure for this system was established for the proposed cladding system based on the requirements of the 2014 Florida Building Code and ASCE 7-10 Minimum Design Loads for Buildings and Other Structures. The specific design parameters used for this estimation were: Ultimate Design Wind Speed 144 mph Structural Category III Wind Exposure Factor C As a result of our analysis we determined that the maximum wind pressure the proposed cladding system will be subjected to at the LA Fitness is 91.9 psf. See attached wind load calculation for details. 10700 Abbotts Bridge Rd., Suite 110 • Duluth, GA 30097 • Telephone: 770.753.9059 • Facsimile: 770.753.0356 Mr. David Schroeder August 17, 2017 LA Fitness — Sanford, FL Cladding Analysis CLADDING SYSTEM ANALYSIS The Intertek testing subjected the cladding to a maximum pressure of 150 psf. The material passed all tests without deformation. This test pressure exceeds the maximum design load by approximately 2;1. CONNECTION ANALYSIS The Intertek testing was done with the cladding attached to 18 GA studs at 16" on center. Our analysis confirms that this attachment method is adequate. As a result of our evaluation, we recommend the use of #12 screws at a maximum spacing of 16" on center. CONCLUSION & RECOMMENDATION Based upon our analysis we conclude that the cladding system proposed for the LA Fitness at 300 West Lake Mary Blvd, Sanford FL is adequate to resist the wind pressures established for this location by the 2014 Florida Building Code and ASCE 7-10. We encourage you to retain Westbrook Engineering to review the shop drawings for this component so that we can verify the material to be installed is in conformance with our analysis and the testing completed by Intertek. If any questions arise from your review, please call us at your earliest convenience Very truly yours, Westbrook Engineering, Inc. James P. Westbrook Vice President A CO o.Pu o. w7 o oo q 0 s • E OF a i R QP q` S • i6oe•oe eo AW Ar ON Al - Attachments: 1. Wind Load Calculation 2. Intertek Testing Report James P. Westbrook PE# 55234 Westbrook Engineering Inc. COA# 28473 Page 2 of 2 Search Results for Map Page I of ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact Search Results Query Date: Wed Aug 16 2017 Latitude: 28.7584 Longitude: -81 2888 ASCE 7-10 Windspeeds 3-sec peak gust in mph*) Risk Category I: 126 Risk Category ll: 135 Risk Category III -IV: 144 MRI** 10-Year: 79 MR[— 25-Year: 93 MRI** 50-Year: 103 MR[— 100-Year: 112 ASCE 7-05 Windspeed: 108 (3-sec peak gust in mph) ASCE 7-93 Windspeed: 96 (fastest mile in mph) Mites per hour Mean Recurrence Interval Users should consult with local building officials to determine If there are community -specific wind speed requirements that govern u Print your results NENRASKA IOWA i ILLINOIS sited .Sietes INOI A NA nO KANSAS MISSOUR- OKLAHOMA 11, NNE SSE] ARKA46AS Dallas MlssIS9'. AV! O Ar ANAMA TE-S Of J— v Nexlco Cuba MerKo Onr C:2 gig. r-r CSNamalaHOIIdIKaa.-- Nicaragua Dom .man Republic n erb a.9 Map data 2017 Google, INEC-i WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct. ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website Users of the information from this website assume all liability arising from such use Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report Sponsored by the ATC Endowment Fund • Applied Technology Council • 201 Redwood Shores Parkway. Suite 240 • Redwood City. California 94065 - (650) 595-1542 http://wiiidspeed.atcouticii.org/index.plip?option=com_content&view=article&id=10&dec... 8/16/2017 Westbrook Engineering 10700 Abbotts Bridge Road Ste 110 Johns Creek, GA 30097 770-753-9059 Wind Loads: ASCE 7- 10 JOB TITLE LA Fitness Sanford FL JOB NO. - SHEET NO. - 2 CALCULATED BY KWK DATE 8/17/17 CHECKED BY DATE Ultimate Wind Speed 144 mph Nominal Wind Speed 111.5 mph Risk Category III Exposure Category C Enclosure Classif. Enclosed Building Internal pressure 0.18 Directionality (Kd) 0.85 Kh case 1 0.953 Kh case 2 0.953 Type of roof Monoslope Topographic Factor Kzt) Topography Flat Hill Height (H) 0.0 ft H< 15ft;exp C Half Hill Length (Lh) 0.0 ft Kzt=1.0 Actual H/Lh = 0.00 Use H/Lh = 0.00 Modified Lh = 0.0 ft From top of crest: x = 0.0 ft Bldg up/down wind? downwind H/Lh= 0.00 K, = 0.000 x/Lh = 0.00 K2 = 0.000 z/Lh = 0.00 K3 = 1.000 At Mean Roof Ht-. Kzt = (1+KiK2K3)12 = 1.00 Gust Effect Factor h = 26.0 ft B = 160.0 ft z (0.6h) = 15.6 ft Speedup ESCARPMENT 2D RIDGE or3D AXISYMMETRICAL HILL Flexible structure if natural frequency < 1 Hz (T > 1 second). However, if building h/B < 4 then probably rigid structure (rule of thumb). h/B = 0.16 Rigid structure G = 0.85 Using rigid structure default Rigid Structure Flexible or Dynamically Sensitive Structure e = 0.20 Natural Frequency (qj) = 0.0 Hz P = 500 ft Damping ratio (R) = 0 Zmin = 15 ft b = 0.65 c = 0.20 a = 0.15 9o, 9v = 3.4 Vz = 122.3 Lz = 430.4 ft N, = 0.00 Q = 0.85 Rn = 0.000 IZ = 0.23 Rh = 28.282 n = 0.000 G = 0.85 RB = 28.282 n = 0.000 RL = 28.282 n = 0.000 9R = 0.000 R = 0.000 G = 0.000 h = 26.0 ft Westbrook Engineering 10700 Abbotts Bridge Road Ste 110 Johns Creek, GA 30097 770-753-9059 Wind Loads - Components & Claddina : h <= 60' JOB TITLE LA Fitness Sanford FL JOB NO. CALCULATED BY KWK CHECKED BY Kh (case 1) = 0.95 h = 26.0 ft Base pressure (qh) = 43.0 psf a = 10.4 ft Minimum parapet ht = 9.0 ft GCpi = +/-0.18 Roof Angle (6) = 0.0 deg Type of roof = Monoslope Roof Are< Negative Zone 1 Negative Zone Negative Zone Positive Zone 1 Positive Zones 2 & Overhang Zone 1&, Overhang Zone ' Parapet SHEET NO. 3 DATE_ 8/17/17 DATE Ultimate Wind Pressures GCp +/- GCpi Surface Pressure (psf) User input 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 1.18 1.11 1.08 50.7 47.7 46.4 50.7 50.7 1.98 1.49 1.28 85.2 64.1 55.0 85.2 85.2 1.98 1.49 1.28 85.2 64.1 55.0 85.2 85.2 0.48 0.41 0.38 20.6 17.6 16.3 20.6 20.6 1.08 0.97 0.92 46.4 41.7 39.6 46A 46A 1.70 1.63 1.60 73.1 70.1 68.8 73.1 73.1 1.70 1.63 1.60 73.1 70.1 68.8 73.1 73.1 Negative zone 3 = zone z, since parapet - in. Overhang pressures in the table above assume an internal pressure coefficient (Gcpi) of 0.0 Overhang soffit pressure equals adjacent wall pressure reduced by internal pressure of 7.7 psf qp = 45.8 psf CASE A = pressure towards building (pos) CASE B = pressure away from bldg (neg) Walls Area Negative Zone 4 Negative Zone 5 Positive Zone 4 & 5 Solid Parapet Pressure Surface Pressure (psf) User input 10 sf 100 sf 500 sf 64 sf SASE A : Interior zone: Corner zone: 123.6 123.6 84.3 84.3 79.2 79.2 91.9 91.9 SASE B : Interior zone: Corner zone: 86.5 98.9 72.0 77.1 61.8 61.8 74.8 81.3 GCp +/- GCpi Surface Pressure (psf) User input 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 64 sf 1.17 1.01 0.90 50.3 43.5 38.7 44.8 50.3 1.44 1.12 0.90 61.9 48.3 38.7 50.9 61.9 1.08 0.92 0.81 46.4 39.6 34.8 40.9 46.4 Note: GCp reduced by 10% due to roof angle - 10 deg. Mayne Coatings Corp. Report No. 102525454COQ-003B APPENDIX A: Test Data (9 pages) October 7, 2016 w rEek UNIFORM LOAD Date: July 22, 2016 Client: Mayne Coatings Project No: G102525454 Product: 6" Longboard - Steel Stud Wall Assembly Size: Width: 2440 mm 96.06 inches Equipment: Fenestration Test Control Unit ID# 60650 Test Data: Standard: TAS 202 Tested By: Blair Hendry Reviewed By: Riccardo DeSant {,j Height: 2440 mm 96.06 inches Calibration Due Date: I 9-Jun-17 Rating Loading Pressure Center of sheathing @ mid -span of cavity Center Stud Center of middle longboard panel Results Direction Pa H20 psf Actual Residual Actual Residual Actual Residual Negative 2395 9.6 50.0 Pass 100 psf Negative 4790 19.2 100.0 2.41 0.11 2.38 0.16 3.43 0.16 Pass Negative 7185 28.8 150.1 3.42 0.24 3.27 0.24 6.75 0.26 Pass 2016-09-19 Mayne Coatings G102525454 Test Data/Uniform Load - Steel UNIFORM LOAD Date: Julv 22. 2016 Client: Mayne Coatings Project No: G102525454 Product: 6" Longboard - Wood Stud Wall Assembly Size: Width: 2440 mm 96.06 inches Equipment: Fenestration Test Control Unit ID# 60650 Test Data: Standard: TAS 202 Tested By: Blair Hendry Reviewed By: Riccardo DeSant Height: 2440 mm 96.06 inches Calibration Due Date: I 9-Jun-17 Rating Loading Direction Pressure Center of sheathing @ mid -span of cavity Center Stud Center of middle longboard panel Results Pa H20 psf Actual Residual Actual Residual Actual Residual Negative 2395 9.6 50.0 Pass 100 psf Negative 4790 19.2 100.0 3.92 0.11 3.33 0.18 5.08 0.25 Pass Negative 7185 28.8 150.1 4.98 0.42 4.94 0.53 8.34 0.23 Pass 2016-09-19 Mayne Coatings G102525454 Test Data/Uniform Load - Wood Test: FATIGUE LOADING SEQUENCE - Steel Stud Assembly Sample #1 Date: July 20-21, 2016 Test Method: TAS 203 Client: Mayne Coatings Tested By: Blair Hendry Project No: G102525454 Reviewed By: Riccardo DeSantis { Product: 6" Longboard on Steel Stud Wall Size: 96" x 96" Equipment: Fenestration Test Control Unit ID# 60650 Calibration Due Date: 9-Jun-17 Design Pressure, P: Pa psf Negative Wind P= 4790 100.0 Loading Sequence Direction Wind) Pressure Differential Number of Cycles Comments P) Pa) psf) HZO) 1 Negative O.OP to 0.5P 0 to 2395 0.0 to 50 0.0 to 9.6 600 Pass 2 Negative O.OP to 0.6P 0 to 2874 0.0 to 60 0.0 to 11.5 70 Pass 3 Negative I O.OP to 1.3P 0 to 6227 0.0 to 130 0.0 to 25.0 1 Pass Test: Date: Client: Project No: Product: Size: FATIGUE LOADING SEQUENCE - Steel Stud Assembly Sample #2 July 20-21, 2016 Mayne Coatings G102525454 6" Longboard on Steel Stud Wall 96" x 96" Equipment: Fenestration Test Control Unit ID# 60650 Design Pressure, P: Pa psf Negative Wind P= 4790 100.0 Test Method: TAS 203 _ Tested By: Blair Hendry Reviewed By: Riccardo DeSantis {( Calibration Due Date: I 9-Jun-17 Loading Sequence Direction Wind) Pressure Differential Number of Cycles Comments P) Pa) psf) H20) 1 Negative O.OP to 0.5P 0 to 2395 0.0 to 50 0.0 to 9.6 600 Pass 2 Negative O.OP to 0.6P 0 to 2874 0.0 to 60 0.0 to 11.5 70 Pass 3 Negative I O.OP to 1.3P 0 to 6227 0.0 to 130 0.0 to 25.0 1 Pass Test: Date: Client: Project No: Product: Size: FATIGUE LOADING SEQUENCE - Steel Stud Assembly Sample #3 Jul 21-22, 2016 Mayne Coatings G102525454 6" Longboard on Steel Stud Wall 96" x 96" Equipment: Fenestration Test Control Unit ID# 60650 Design Pressure, P: Pa psf Negative Wind P= 4790 100.0 Test Method: TAS 203 Tested By: Blair Hendry Reviewed By: Riccardo DeSantis Calibration Due Date: I 9-Jun-17 Loading Sequence Direction Wind) Pressure Differential Number of Cycles Comments P) Pa) psf) H20) 1 Negative 0.0P to 0.5P 0 to 2395 0.0 to 50 0.0 to 9.6 600 Pass 2 Negative O.OP to 0.6P 0 to 2874 0.0 to 60 0.0 to 11.5 70 Pass 3 Negative I O.OP to 1.3P 0 to 6227 0.0 to 130 0.0 to 25.0 1 Pass Test: FATIGUE LOADING SEQUENCE - Wood Stud Assembly Sample #1 Date: Sept 6-7, 2016 Test Method: TAS 203 Client: Mayne Coatings Tested By: Blair Hendry Project No: G102525454 Reviewed By: Riccardo DeSantis Product: 6" Longboard on Wood Stud Wall Size: 96" x 96" Equipment: Fenestration Test Control Unit ID# 60650 Calibration Due Date: 9-Jun-17 Design Pressure, P: Pa psf Negative Wind P= 4790 100.0 Loading Sequence Direction Wind) Pressure Differential Number of Cycles Comments P) Pa) psf) HZQ) 1 Negative O.OP to 0.5P 0 to 2395 0.0 to 50 0.0 to 9.6 600 Pass 2 Negative O.OP to 0.6P 0 to 2874 0.0 to 60 0.0 to 11.5 70 Pass 3 Negative O.OP to 1.3P 0 to 6227 0.0 to 130 0.0 to 25.0 1 Pass Test: Date: Client: Project No: Product: Size: FATIGUE LOADING SEQUENCE - Wood Stud Assembly Sample #2 Sept 6-7, 2016 Mayne Coatings G102525454 6" Longboard on Wood Stud Wall 96" x 96" Equipment: Fenestration Test Control Unit ID# 60650 Design Pressure, P: Pa psf Negative Wind P= 4790 100.0 Test Method: TAS 203 Tested By: Blair Hendry Reviewed By: Riccardo DeSantis Calibration Due Date: I 9-Jun-17 Loading Sequence Direction Wind) Pressure Differential Number of Cycles Comments P) Pa) psf) HZO) 1 Negative O.OP to 0.5P 0 to 2395 0.0 to 50 0.0 to 9.6 600 Pass 2 Negative O.OP to 0.6P 0 to 2874 0.0 to 60 0.0 to 11.5 70 Pass 3 Negative I O.OP to 1.3P 0 to 6227 0.0 to 130 0.0 to 25.0 1 Pass Test: Date: Client: Project No: Product: Size: FATIGUE LOADING SEQUENCE - Wood Stud Assembly Sample #3 Sept 7-8, 2016 Mayne Coatings G102525454 6" Longboard on Wood Stud Wall 96" x 96" Equipment: Fenestration Test Control Unit ID# 60650 Design Pressure, P: Pa psf Negative Wind P= 4790 100.0 Test Method: TAS 203 _ Tested By: Blair Hendry 10 Reviewed By: Riccardo DeSantis fb, Calibration Due Date: I 9-Jun-17 Loading Sequence Direction Wind) Pressure Differential Number of Cycles Comments P) Pa) psf) H20) 1 Negative O.OP to 0.5P 0 to 2395 0.0 to 50 0.0 to 9.6 600 Pass 2 Negative O.OP to 0.6P 0 to 2874 0.0 to 60 0.0 to 11.5 70 Pass 3 Negative I O.OP to 1.3P 0 to 6227 0.0 to 130 0.0 to 25.0 1 1 Pass Test: Tensile Strength Project #: G102525454 Client: Mayne Coatings Corp. Eng/Tech: Chris Chang Date: 21-Sep-16 Reviewer: Baldeep Sandhu Product: Longboard 6 in. V-Groove Siding Test Standard(s): Miami -Dade County, Checklist #0250 for the Approval of: Metal panel, Sandwich Panel, Siding & Soffit ASTM E8/E8M-16a, Standard Test Methods for Tension Testing of Metallic Materials Conditioning: Minimum 24 hours at a temperature of 23°C and relative humidity of 50% RH Equipment: Instron Universal Tensile Testing Machine (Intertek ID# P60553, cal due June 30, 2017) Mitutoyo Digital Caliper (Intertek ID# P52650, cal due May 11, 2017) Init. Jaw sep: 4 inches Load Rate: 0.2 ins/minute Gauge Length: 2 Time/Temp/RH: 8:30AM / 20.7°C / 47.0% AVG Initial Ultimate AVG Ultimate Origional Final gauge Elongation Thickness Gauge Ultimate Tensile Sample # gauge L (in) L (in) Displ. (in) Elongation in) Width load (lbf) Strength - Tensile Strengthgin) each (ksi) ksi 1 2.000 2.245 0.245 12% 12% 0.0600 0.499 989 33.02 32.71 2 2.000 2.274 0.274 14% 0.0600 0.498 971 32.49 3 2.000 2.205 0.205 10% 0.0600 0.503 976 32.34 4 2.000 2.198 0.198 10% 0.0600 0.498 983 32.90 5 2.000 2.295 0.295 15% 0.0600 0.500 983 32.78 Page 1 of 2 Mayne Coatings Corp. Report No. 102525454COQ-003B APPENDIX B: Drawings (1 page) September 29, 2016 Intertek 11.40 MM / ohs INCHES DETAIL: 6" V-GROOVE 1.001 168.63 MM /6 s/a BCNES PROFILE DETAIL - 6" V - GROOVE Profile Dimensions of Longboard 6" V-Groove Siding & Soffit Panel I PflEtJiLtf SOFfIT'6 SIDiGS' Mayne Coatings Corp. Report No. 102525454COQ-003B APPENDIX C: Photographs (2 pages) October 7, 2016 hitertek Mayne Coatings Corp. Report No. 102525454COO-003B Figure 1. Sample Construction and Installation Figure 2. Sample Construction and Installation October 7, 2016 Intertek Mayne Coatings Corp. October 7, 2016 Report No. 102525454COQ-003B Figure 3. Sample Construction and Installation Figure 4. Sample Construction and Installation Intertek Mayne Coatings Corp. Report No. 102525454COQ-003B Appendix D: Installation Instructions (3 pages) October 7, 2016 Int` ertekJ ir ayne Zw#&&4dTM PREMIUM POWDER COATINGS i?,9141t1 C Tif Psi CIS Note: These instructions are prepared for persons experienced in the field of soffit and siding installation and assume a foundational working knowledge of the tools and application process. Longboard® is a rear ventilated rain screen cladding system which meets the requirements of Part 9 of the building code when installed according to these instructions. In most applications Longboard® does not require traditional rain screen furring, please refer to your local building code to verify the air gap required. Longboard® is very similar to vinyl siding and soffit installation with the exception of the cutting and flexibility. Longboard® requires more precision and is not as fast to install. It is highly recommended that Longboard® be installed by an experienced professional. Please Note: The Quick -Screen TM Clips are included with each order. If you require additional clips they are available through your dealer for purchase. 0 1 Box of 4" V Groove 24 ft lengths: Includes 135 Clips o 1 box of 6" V Groove or Channel 24 ft lengths: Includes 90 Clips o Each piece of 12 ft Vent Strip: Includes 5 Clips On runs of siding or soffit which exceed 24 linear feet, an expansion joint using a "Double X or two piece "Flat Cap or U channel" is recommended to allow for material expansion. Important! Before starting the install: Check the delivery is complete and everything has arrived in good condition Inspect product prior to application. Longboard is not responsible for the installation of blemished or damaged product. Use appropriate PPE (personal protection equipment) cutting metal on a compound miter saw increases risk of eye injury USE EYE PROTECTION. Plan your install for best yield/finish appearance. On wood finishes understand the repeating pattern to ensure a satisfactory install. Do not install over pressure treated material without adequate barrier protection How is Longboard cut/fastened and what tools will I need: A compound miter saw and small table saw with a blade for non-ferrous materials must be used, for example: Dewalt DW 3217-10" 80T non-ferrous metal cutting blade Dewalt DW 3229-12" 80T non-ferrous metal cutting blade Holes for pot lights up to 4" use appropriate hole saw, larger holes will require a jig saw. Protect surface prior to cutting holes Longboard is fastened using the stainless steel clips provided with the order. The clips create the rear ventilation plane and allow for movement from thermal expansion/contraction. Use a 1 '/" length, #8 screw with corrosion resistance suitable for the application and climate. This will allow product to be removed if required without damage. Screws also allow the installer to "back off' the screw and shim to address substrate discrepancies. Cutting Tips Longboard Soffit is a finished material, complete upon install. A reasonable amount of care is essential to obtain the desired results; we recommend taping the face of the trim saw surface as well as table saw surface to prevent marring and scratches. Cut face up whenever possible. All Longboard Siding and Soffit profiles are produced a minimum of 1" longer than the spec'd length, specifically allowing the trimming of ends on woodgrain colour installations. Always cut off taped ends as comer trims and "J's" will not cover this. Use touch-up pens (light & dark) to cover cut ends of exposed aluminum. A proper amount of care, as with any prefinished product, will result in a premium quality installation and a lifetime of maintenance free enjoyment. Ex Da nsion/Contraction LongboardO is aluminum siding and soffit which expands and contracts at different rates than other metals. Longboard0 siding must be broken up by through wall flashing every 8-12 ft to accommodate expansion and contraction going up the wall vertically. The expansion coefficient for aluminum will create movement in length of 5.6mm (1/4") on a 7.3m (24') piece of Longboard when exposed to a temperature change of 30 degrees C (86 F). For example if a full length (7.3m) or 24' of Longboard is installed at 8 degrees C (46 F) and the temperature increases to 38 degrees C (100 F) each end will have moved 1/8" or just under 3mm. If the temperature drops 30 degrees C (86 F) the piece will "shrink" by this same amount therefore it is imperative that Longboard is fit to the midpoint of coverage in the trim pieces as this will allow for both expansion and contraction to take place without pushing the trim pieces. Do not fasten Longboard cladding profile and the trim profiles together as this will not allow the required movement to take place. If Longboard is confined at each end the expansion will cause waving. Install one fastener at the midpoint through the profile fastening area to prevent migration of the cladding left or right. Installation Instructions FWIA, STARTS-SMP 4' OR b' SOFFiT The stiffness of LongboardO allows for fastening @ 32" O/C Press starter strip against fascia, apply LongboardO Quick -Screen Clip and fasten using a corrosion resistant 1" 8 screw. Insert soffit female profile onto male starter strip, fasten with clip and screw. Insert integrated venting strip female profile onto male soffit profile, fasten with clip and screw. Note: some applications benefit from applying black building paper to the framing material above the vent area to reduce the visibility of framing lumber through the vent. Continue with soffit until completed Final soffit piece may need to be ripped and two piece closer profiles used The Longboard0 perforated vent provides 84 inches of NVA per 12' stock length. Ensure adequate venting as per code requirements 21 lineal ft. = 1 sgft of Net Vent Area mcx IMA TWO FA=A 2 Vr \MWr ®QFF T I Vr Mff 9OFM 1' OF O" Spq nT VW 1W Perpendicular to House Soffit Installation Center 2 start strips between fascia's and fasten through flange Insert soffit female profile onto male starter strip, fasten through flange Work out towards fascia corners Install enough integrated venting strips to meet local building codes Siding installation Follow the same principles as outlined for soffit, install all starter strips, J trims, and corner pieces before installing Longboard cladding profiles. On very short runs using a closer profile may be necessary as the siding profile will not be able to be flexed into the area between two trim pieces. Installation Tips Longboard Soffit and Siding is essentially a tongue and groove installation. The ability to shim or spread each board by up to 1/16" allows you to compensate for framing discrepancies. When mitering corners or creating butt joints it is recommended to use paint pens to trace over the exposed cut during install, eliminating any possible metal glint. The use of Longboard components like the Finishing Cap & Base (Stock # 102611), Flat Cap & Base (Stock # 102613) and U Cap & Base (Stock # 102612) create a much quicker installation, resulting in labor cost savings, and no need to fuss with that perfect miter. On runs of siding or soffit which exceed 24 linear feet, an expansion joint using a "Double T or 2 piece "snap cap and U channel" is recommended to allow for material expansion. Longboard products with the wood grain have a repeat pattern every 2' — 4' depending on the particular species. Some species have distinctive features which on a large wall format may display a noticeable pattern if not installed properly. Longboard arrives in boxes of 12 pcs with two pieces taped together at each end for a total of 6 sets. Each set has a "piece 1" and a "piece 2" (from a wood pattern perspective) these pieces are created from a different area of the pattern and therefore are distinct from each other however each will have the same repeat distance. To eliminate grain mirroring it is recommended to install a "piece 1" then a "piece 2" then an offset "piece 1" and then an offset "piece 2" and continue mixing the pieces up the wall. IMPORTANT: FAILURE TO INSTALLAND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDINGCODESAND LONGBOARDOWRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT LONGBOARDO PRODUCTS INSTRUCTIONS, VISIT LONG BOARDPRODUCTS.COM OR CALL 604.607.6630. Mayne Coatings Corp. Report No. 102525454COQ-003B REVISION SUMMARY October 7, 2016 DATE SECTION SUMMARY INTERTEK INITIALS TECHNICIAN REVIEWER October 7, Original Issue Date 2016 Intertek". TRINITY ERD i:.: "`;' . l%.. < .,^ '';..'. APPENDIX'1; ATTACHMENT REC(UIREMENTSFOR WIND UPLIFT RESISTANCE,•c •, h';,-', ice 3 Table Deck Application Type Description Page JA-1 Wood New, Reroof (Tear -Off), Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 4-5 1A-2 Wood New, Reroof (Tear -Off), Recover C-2 Plate -Bonded Roof Cover 6-7 113-1 Wood New, Reroof (Tear -Off), Recover D-1 Insulated, Mechanically Attached Roof Cover (stress plates) 8 16-2 Wood New, Reroof (Tear -Off), Recover D-1 Insulated, Mechanically Attached Roof Cover (batten strips) 8 1C Wood New, Reroof (Tear -Off), Recover E Non -Insulated, Mechanically Attached Roof Cover 9 1D Wood New Construction F Non -Insulated, Bonded Roof Cover 9 2A-1 Steel New or Reroof (Tear -Off) A-1A Bonded Insulation, Bonded Roof Cover 10 2A-2 Steel New or Reroof (Tear -Off) A-18 Bonded Vapor Barrier, Bonded Insulation, Bonded Roof Cover 10 2A-3 Steel New or Reroof (Tear -Off) A-1C Bonded Thermal Barrier, Bonded Vapor Barrier, Bonded Insulation, Bonded Roof Cover 11, 2B-1 Steel or Conc. New, Reroof (Tear -Off), Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 11-16 26-2 Steel or Conc. New, Reroof (Tear -Off), Recover B-2 Mech. Attached Base Insulation, Bonded Temp Roof, Bonded Top Insulation, Bonded Roof Cover 17-18 2C-1 Steel or Conc. New, Reroof (Tear -Off), Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 19-25 2C-2 Steel or Conc. New, Reroof (Tear -Off), Recover C-2 Plate -Bonded Roof Cover 26-27 2D-1 Steel or Conc. New, Reroof (Tear -Off), Recover D-1 Insulated, Mechanically Attached Roof Cover (Stress Plates) 28-30 2D-2 Steel or Conc. New, Reroof (Tear -Off), Recover D-1 Insulated, Mechanically Attached Roof Cover (Battens) 31-33 2E Steel or Conc. New, Reroof (Tear -Off), Recover D-2 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 33 3A-1 Concrete New, Reroof (Tear -Off) A-1A Bonded Insulation, Bonded Roof Cover 34-41 3A-2 Concrete New, Reroof (Tear -Off) A-1B Bonded Temp Roof, Bonded Insulation, Bonded Roof Cover 42-SO 3B Concrete New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 51 4A LWIC New, Reroof (Tear -Off) A-1A Bonded Insulation, Bonded Roof Cover 52-59 4B LWIC New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 60-61 5A CWF New, Reroof (Tear -Off) A-1A Bonded Insulation, Bonded Roof Cover 62 5B CWF New, Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 62 6A Gypsum Reroof (Tear -Off) A-1A Bonded Insulation, Bonded Roof Cover 63 6B Gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 64 7A Various Recover A-1A Bonded Insulation, Bonded Roof Cover 65-74 7B Steel Recover C-2 Plate -Bonded Roof Cover 75 7C Steel Recover D-1 Insulated, Mechanically Attached Roof Cover 76 7D Steel Recover D-2 Insulated, Mechanically Attached Roof Cover (RMA Strips) 76 7E Steel Recover E Non -Insulated, Mechanically Attached Roof Cover 77 7F Various Recover F Non -Insulated, Bonded Roof Cover 77 Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970.02.08-R12 for FL10264-R12 Certificate of Authorization #9503 Revision 12: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 77 TRINITY! ERD The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: Wood Deck: Firestone All -Purpose or Heavy -Duty Fasteners with Firestone Insulation Fastening Plates. Minimum 1-inch plywood penetration or wood plank embedment. Steel Deck: Firestone All -Purpose or Heavy -Duty Fasteners with Firestone Insulation Fastening Plates. Minimum Y-inch steel penetration, engage the top flute of the steel deck. Concrete Deck: Firestone Heavy -Duty or Concrete Drive Fasteners with Firestone Insulation Fastening Plates. Minimum 1-Inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite or gypsum -based roof board that meets the CIA requirements of F.A.C. Rule 61G20- 3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D-1 (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 configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Preliminary insulation attachment for System Types C-2 and D = Minimum four fasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board. 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions: Y Firestone I.S.O. Twin Pack: Continuous % to %-inch beads, 12-inch o.c. Y Firestone I.S.O. Stick: Continuous Y. to 1-inch wide ribbons, 12-inch o.c. Firestone I.S.O. Spray S: Continuous Y. to 1-inch wide ribbons, 12-inch o.c. Firestone I.S.O. FIX II: Continuous %to 1-inch wide ribbons, 12-inch o.c. 3M CR-20: Continuous 2%to 3Y inch ribbons, 12-inch o.c. Note: when multiple loyers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing. Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered ISO 95+ GL or Tapered RESISTA at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table. Firestone I.S.O. Twin Pack: MDP -157.5 psf (Min. 0.5-inch thick) Firestone I.S.O. Stick: MDP -187.5 psf (Min. 0.5-inch thick) Firestone I.S.O. Spray S: MDP -172.5 psf (Min. 0.5-inch thick) Firestone I.S.O. FIX II: MDP -172.5 psf (Min. 0.5-inch thick) 3MCR-20: MDP-117.5psf (Min.1.0-inch thick Tapered ISO 95+GLonly) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 10. For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing shall be in accordance with TAS 105 or ANSI/SPRI FX-1. Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970.02.08-R12 for FL10264-1312 Certificate of Authorization #9503 Revision 12: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 77 RIN 12. For existing substrates In a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 orTAS 124, 13. For System Type D, steel deck applications, the roof membrane shall be run with its length perpendicular to the steel deck flutes. 14. For Recover Applications using System Type C-2 or D, the insulation is optional. Alternatively, ISOGARD HD, ISO 95+ GL, RESISTA, other polyisocyanurate, Dens Deck, Dens Deck Prime, SECUROCK Gypsum -Fiber Roof Board, SECUROCK Glass -Mat Roof Board, ASTM C578 expanded or extruded polystyrene with necessary slip sheet or wood fiberboard may be used as a separator board, preliminarily attached prior to roof cover installation. The existing roof system shall be suitable for a recover application. The separator component shall be documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover in Recover applications. 15. For membrane attachment using batten -strips, batten -strip end laps shall be spliced with sufficient dimension to allow for minimum 2-fasteners at each batten -strip lap. 16. For adhered membrane systems, side laps shall be minimum 3-inch wide sealed with min. 1.5-inch heat weld. Membrane adhesive application rates are as follows: Membrane Adhesive Method Rate UltraPly TPO UltraPly Bonding Adhesive (UP -BA) Contact Application 45 to 60 ftZ/gal UltraPly TPO Water Based Bonding Adhesive-P (WBBA-P) Contact Application 100 to 120 ftZ/gal. UltraPly TPO Single -Ply LVOC Bonding Adhesive (LVOC-BA) Contact Application 45 to 60 ftZ/gal UltraPly TPO Single -Ply LVOC Bonding Adhesive 1168 (LVOC-BA-1168) Contact Application 45 to 60 ftz/gal UltraPly TPO XR XR Bonding Adhesive (XR-BA) Substrate Application 70 to 90 ftz/gal UltraPly TPO XR Water Based Bonding Adhesive-P (WBBA-P) Substrate Application 100 to 126 ftz/gal. UltraPly TPO XR XR Stick Membrane Adhesive Substrate Application Continuous Y. to 1-inch wide ribbons UltraPly TPO XR I.S.O. Spray S Substrate Application Continuous % to 1-inch wide ribbons 17. For InvisiWeld installations, care shall be taken to ensure that the InvisiWeld Plates do not line-up with seams in the TPO membrane. This condition precludes proper induction welding of the membrane to the InvisiWeld Plates. 18. "Asphaltic' Vapor Barrier / Temp Roof noted herein consists of 1 or 2 plies Type IV (4) M or Type VI (6) M or 1 ply MB Base, SBS Base, SBS PolyBase or SBS Premium Base in hot asphalt. 19. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind pressures. Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report 1`8970.02.08-1112 for FL10264-1112 Certificate of Authorization #9503 Revision 12: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 3 of 77 FTRINITYJ ERD TABLE 1A-1: WOOD DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation Layer No. See Note 1) Base Insulation Layer Roof Cover /Adhesive MDP (psf) Type Fasten Attach ti' U,LTRAPLV a_<.... b'4'.. .'., TPO SYSTEMS s,"% a.. z€ s., y,, ,, 1 x. I d:; z 7T':. i .. ...c- ems+.... 3 W 1 Min. 15/32-inch plywood at Optional) One or more layers, any Min. 1-inch RESISTA See Note 2 1 per 4 ft2 UltraPly TPO / UP -BA, LVOC-BA- 30.0* max 24-inch spans combination, loose laid 1168, LVOC-BA W 2 Min. 19/32-inch plywood at Optional) One or more layers, any Min. 2-inch ISO 95+ GL See Note 2 1 per 1.78 ftz UltraPly TPO / UP -BA, LVOC-BA- 45.0max24-inch spans combination, loose laid 1168, WBBA-P W 3 Min. 15/32-inch plywood at Optional) One or more layers, any Min. 1-inch RESISTA See Note 2 1 per 2.67 ftz UltraPly TPO / UP -BA, LVOC-BA- 45.0* max 24-inch spans combination, loose laid 1168, LVOC-BA W 4 Min. 15/32-inch plywood at Optional) One or more layers, any Min. 1-inch RESISTA See Note 2 1 per 1.6 ft' UltraPly TPO / UP -BA, LVOC-BA- 45.0max24-inch spans combination, loose laid 1168, LVOC-BA W 5 Min. 15/32-inch plywood at Optional) One or more layers, any Min. 0.5-inch ISOGARD HD See Note 2 1 per 2.67 ft2 UltraPly TPO / UP -BA, LVOC-BA- q5.0* max 24-inch spans combination, loose laid 1168, LVOC-BA W 6. Min. 15/32-inch plywood at Optional) One or more layers, any Min. 0.5-inch SECUROCK Gypsum -Fiber 2 UltraPly TPO / UP -BA, LVOC-BA- max 24-inch spans combination, loose laid Roof Board See Note 2 1 per 4 ft 1168, LVOC-BA 45.0* W 7 Min. 7/16-inch APA rated Optional) One or more layers, any Min0.25 inch Dens Deck Prime See Note 2 1 per 2.67 ftZ UltraPly TPO / UP -BA, LVOC-BA- 45. 0* OSBatmax. 24-inch o.c. combination, loose laid 1168, LVOC-BA, WBBA-P Min. 23/32-i plywood at Optional for Recover) Min. 1.5-inch thick, W 8 max 24-inch spa spanchns one or more layers, any combination, Min. 0.25-inch Dens Deck Prime See Note 2 1 per 2.67 ft2 UltraPly TPO / UP -BA, LVOC-BA 45.0* loose laid Min. 19/32-inch APA rated W 9. plywood or min. 7/16-inch Optional) One or more layers, any Min. 0.25-inch Dens Deck Prime or See Note 2 Z 1 per 2.13 ft UltraPly TPO / UP -BA, LVOC-BA- 45. 0* APAratedOSBatmax. 24- combination, loose laid SECUROCK Gypsum -Fiber Roof Board 1168, LVOC-BA, WBBA-P inch o.c. W- 10. Min. 15/32-inch APA rated Optional) One or more layers, any Min. 0.25-inch SECUROCK Gypsum -Fiber See Note 2 1 1.6 ftz UltraPly TPO / UP -BA, LVOC-BA- plywood at max. 24-inch o.c. combination, loose laid Roof Board per 1168, LVOC-BA, WBBA-P 45. 0 Min. 19/32-inch plywood at Optional) One or more layers, any Min. 5-inch SECUROCK Gypsum -Fiber 0. Z UltraPly TPO / UP -BA, LVOC-BA- W-11. max 24-inch spans combination, loose laid Roof Board, Dens Deck or Dens Deck See Note 2 1 per 1.6 ft 1168, WBBA-P 45. 0 Prime W 12. Min. 15/32-inch APA rated Optional) One or more layers, any Min. 0.5-inch SECUROCK Gypsum -Fiber See Note 2 Z 1 2.13 ft UltraPly TPO / UP -BA, LVOC-BA- 52. 5 woodatmax. 24-inch o.c. plywoodcombination, loose laid Roof Board per 1168, LVOC-BA W- 13. Min. 15/32-inch plywood at Optional) One or more layers, any Min. 0.5-inch SECUROCK Gypsum -Fiber See Note 2 a 1 1.78 ft UltraPly TPO / UP -BA, LVOC-BA- max 24-inch spans Pcombination, loose laid Roof Board per 1168, LVOC-BA 67.5 ULTRAPLYTPO XRSYSTEMS 0 JI ,.,..Ali r#. Min. 7 16-inch APA rated Optional) One or more layers, any UltraPly TPO XR / XR Stick, 12- OSB OSBat max. 24-inch o.c. combination, loose laid Min. 0.25-inch Dens Deck Prime See Note 2 1 per 2.67 ftZ inch o.c. or hot asphalt (full 45.0* coverage) Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization g9S03 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 4 of 77 i • r TABLE 1A-1: WOOD DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPEC-1: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation Layer No. See Note 1 Base Insulation Layer Roof Cover /Adhesive MDP (psf) Type Fasten Attach Min. 19/32-inch APA rated plywood or min. 7 16-inch Optional) One or more layers, any Min. 0.25-inch Dens Deck Prime or UltraPly TPO XR / XR Stick, W-15. APA rated OSB at max. 24- combination, loose laid SECUROCK Gypsum -Fiber Roof Board See Note 2 1 per 2.13 ft2 inch o.c. or hot asphalt (fulll 45.0* inch o.c. coverage) W-16. Min. 15/32-inch APA rated Optional) One or more layers, any Min. 0.25-inch SECUROCK Gypsum -Fiber See Note 2 2 1 1.6 ft2 UltraPly TPO XR / XR Stick, 12- inch hotplywoodatmax. 24-inch o.c. combination, loose laid Roof Board per o.c. or asphalt (full 45.0 coverage) O AT A% TPO SA SYSTEMS W 17 Min. 15/32-inch plywood at Optional) One or more layers, any Min. 1-inch RESISTA See Note 2 1 per 4 ft2 UltraPly TPO SA, self -adhered 30.0* max 24-inch spans combination, loose laid W 18 Min. 15/32-inch plywood at Optional) One or more layers, any Min. 0.5-inch SECUROCK Gypsum -Fiber max 24-inch spans combination, loose laid Roof Board See Note 2 1 per 4 ft2 UltraPly TPO SA, self -adhered 37.5* W 19 Min. 19/32-inch plywood at Optional) One or more layers, any Min. 2-inch ISO 95+ GL See Note 2 1 per 1.78 ft2 UltraPly TPO SA, self -adhered 45.0max24-inch spans combination, loose laid W 20 Min. 15/32-inch plywood at Optional) One or more layers, any Min. 1-inch RESISTA See Note 2 1 per 2.7 ft2 UltraPly TPO SA, self -adhered 45.0* max 24-inch spans combination, loose laid W 21 Min. 15/32-inch plywood at Optional) One or more layers, any Min. 1-inch RESISTA See Note 2 1 per 1.6 ft2 UltraPly TPO SA, self -adhered 45.0max24-inch spans combination, loose laid W 22 Min. 15/32-inch plywood at Optional) One or more layers, any Min. 0.5-inch ISOGARD HD See Note 2 1 per 2.7 ft2 UltraPly TPO SA, self -adhered 45.0* max 24-inch spans combination, loose laid W 23 Min. 7/16-inch APA rated Optional) One or more layers, any Min. 0.25-inch Dens Deck Prime See Note 2 1 per 2.67 ft2 UltraPly TPO SA, self -adhered 45.0* OSB at max. 24-inch o.c. combination, loose laid Min. 23/32-i plywood at Optional for Recover) Min. 1.5-inch thick, W 24 spanch nsmax24-inch spa one or more layers, any combination, Min. 0.25-inch Dens Deck Prime See Note 2 1 per 2.67 ft2 UltraPly TPO SA, self -adhered 45.0* loose laid Min. 19/32-inch APA rated W 25 plywood or min. 7/16-inch Optional) One or more layers, any Min. 0.25-inch Dens Deck Prime or See Note 2 1 per 2.13 ft2 UltraPly TPO SA, self -adhered 45.0* APA rated OSB at max. 24- combination, loose laid SECUROCK Gypsum -Fiber Roof Board inch o.c. W 26 Min. 15/32-inch APA rated Optional) One or more layers, any Min. 0.25-inch SECUROCK Gypsum -Fiber See Note 2 1 per 1.6 ft UltraPly TPO SA, self -adhered 45.0plywoodatmax. 24-inch o.c. combination, loose laid Roof Board W 27 Min. 19/32-inch plywood at Optional) One or more layers, any Min. 0.5-inch Dens Deck Prime See Note 2 1 per 1.6 ft2 UltraPly TPO SA, self -adhered 45.0max24-inch spans combination, loose laid W 28 Min. 15/32-inch APA rated Optional) One or more layers, any Min. 0.5-inch SECUROCK Gypsum -Fiber See Note 2 1 per 2.13 ft2 UltraPly TPO SA, self -adhered 52.5plywoodatmax. 24-inch o.c. combination, loose laid Roof Board W 29 Min. 15/32-inch plywood at Optional) One or more layers, any Min. 0.5-inch SECUROCK Gypsum -Fiber max 24-inch spans combination, loose laid Roof Board See Note 2 1 per 1.78 ft2 UltraPly TPO SA, self -adhered 67.5 Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R12 Revision 12: 04/09/201S Appendix 1, Page 5 of 77 TABLE 1A-2: WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C-2: PLATE -BONDED ROOF COVER System Deck Thermal Barrier and/or Insulation Attach MDP No. See Note 1 Laye YRoof Cover sf P ) FastenDensity/Pattern 6 parts per 4 x 8 ft board 1 per 5.33 ft' i Min. 19/32-inch APA Any approved thermal barrier Firestone Heavy Duty Fasteners j UltraPly TPO bonded to UltraPly TPO InvisiWeld Plates W 30. rated OSB or plywood and/ or insulation, any combination and UltraPly TPO InvisiWeld with RhinoBond Portable Plate Bonding Tool and weighted 45.0* at max. 24-inch o.c. Plates RhinoBond Cooling Clamps. 8 parts per 4 x 8 ft board 1 per 4 ftz Min. 19/32-inch APA Any approved thermal barrier Firestone Heavy Duty Fasteners UltraPly TPO bonded to UltraPly TPO InvisiWeld Plates W- 31. rated OSB or plywood and/ or insulation, any combination and UltraPly TPO InvisiWeld s with RhinoBond Portable Plate Bonding Tool and weighted 45.0* at max. 24-inch o.c. Plates RhinoBond Cooling Clamps. Min. 19/32-inch Optional) Any approved thermal Firestone Heavy Duty Fasteners UltraPly TPO bonded to UltraPly TPO InvisiWeld Plates W- 32. plywood at max. 24- barrier and/or insulation, any and UltraPly TPO InvisiWeld Max. o.c. in rows max. with RhinoBond Portable Plate Bonding Tool and weighted 52.5 inch spans combination, preliminarily attached Plates 72- inch oc o.c. RhinoBond Cooling Clamps. 12 parts per 4 x 8 ft board 1 per 2.67 ft' 0 0 0 t I Min. 15/32-inch Any approved thermal barrier Firestone Heavy Duty Fasteners 0 0 0 1 UltraPly TPO bonded to UltraPly TPO InvisiWeld Plates W- 33. plywood at max. 24- and/ or insulation, any combination and UltraPly TPO InvisiWeld W with RhinoBond Portable Plate Bonding Tool and weighted 52.5 inch spans Plates RhinoBond Cooling Clamps. O O O O O O X ty rExterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-1312 for FL10264-1312 Revision 12: 04/09/2015 Appendix 1, Page 6 of 77 TABLE 1A-2: WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C-2: PLATE -BONDED ROOF COVER System Deck Thermal Barrier and/or Insulation Attach MOP No. See Note 1) Layer Roof Cover psf) Fasten Density /Pattern Code minimum Optional) Any approved thermal Firestone Heavy Duty Fasteners Fasteners spaced max. 6-inch UltraPly TPO bonded to UltraPly TPO InvisiWeld Plates W-34. plywood or 058. See barrier and/or insulation, any and UltraPly TPO InvisiWeld O.C. in rows spaced max. 96- with RhinoBond Portable Plate Bonding Tool and weighted 75.0 Note 1 combination, preliminarily attached Plates inch o.c. along wood RhinoBond Cooling Clamps. structural members Min. 19/32-inch Optional) Any approved thermal Firestone Heavy Duty Fasteners UltraPly TPO bonded to UltraPly TPO InvisiWeld Plates W-35. plywood at max. 24- barrier and/or insulation, any and UltraPly TPO InvisiWeld Max. o.c. in rows max. with RhinoBond Portable Plate Bonding Tool and weighted 82.5 inch spans combination, preliminarily attached Plates 60-inch o.c. o.c. RhinoBond Cooling Clamps. Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report 1`8970.02.08-1112 for FL10264-1112 Certificate of Authorization #9503 Revision 12: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 7 of 77 TABLE 16-1: WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D-1: INSULATED, MECHANICALLY ATTACHED ROOF COVER (STRESS PLATES) System Deck Insulation Roof Cover MDP No. See Note 1) Type Attach Membrane Fasten Attach psf) Min. 7/16-inch APA Min. 1-inch ISO 95+GL or RESISTA, min. 0.5-inch ISOGARD HD and/or Firestone HD Fasteners 12-inch o.c. within 6-inch wide laps W-36. rated OSB at max. 24- min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum Fiber Prelim. UltraPly TPO with Firestone HD Seam spaced 42-inch o.c. Laps sealed 30.0* inch o.c. Roof Board attached Plates with 1.5-inch heat weld. Min. 7/16-inch APA Min. 1-Inch ISO 95+ GL or RESISTA, min. 0.5-inch ISOGARD HD and/or Firestone HD Fasteners 6-inch o.c. within 6-inch wide laps W-37. rated OSB at max. 24- min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum Fiber Prelim. UltraPly TPO with Firestone HD Seam spaced 42-inch o.c. Laps sealed 45.0* inch o.c. Roof Board attached Plates with 1.5-inch heat weld. Min. 19/32-inch APA Min. 1-inch ISO 95+GL or RESISTA, min. 0.5-inch ISOGARD HD and/or Firestone HD Fasteners 24-inch o.c. within 6-inch wide laps W-38. rated OSB or plywood min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum Fiber Prelim. UltraPly TPO with Firestone HD Seam spaced 42-inch o.c. Laps sealed 45.0* at max. 24-inch o.c. Roof Board attached Plates with 1.5-inch heat weld. Min. 15/32-inch Optional min. 1-inch ISO 95+ GL or RESISTA followed by min. 0.25-inch Firestone HD Fasteners 5-inch o.c. within 6-inch wide laps W-39. plywood at max. 24- Dens Deck, Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board, Prelim. UltraPly TPO with Firestone HD Seam spaced o.c. Laps sealed 45.0 inch spans min. 0.5-inch ISOGARD HD, min. 1-inch RESISTA or min. 1.5-inch attached min. 60-mil) Plates heatISOGARDHDCompositewith1.5-inchinch at weld. Min. 19/32-inch 6-inch o.c. within 6-inch wide laps plywood or wood Prelim. Firestone HD Fasteners spaced 90.5 inch o.c. Laps sealed W 40 plank at max. 24-inch Min. 1.5-inch thick, one or more layers, any combination attached UltraPly TPO with Firestone HD Seam with 5-inch heat weld that 60.0 Plates spanss P encapsulates plates. TABLE 16-2: WOOD DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D-1: INSULATED, MECHANICALLY ATTACHED ROOF COVER (BATTEN STRIPS) System Deck Insulation Roof Cover MDP No. See Note 1) Type Attach Membrane Fasten Attach psf) UltraPly QuickSeam R.M.A. Strips are applied over the Min. 15/32-inch plywood at Min. 0.5-inch thick, one Prelim. UltraPly QuickSeam R.M.A. Strips with insulation spaced 96-inch o.c. The batten is centered over W-41. max. 24-inch spans or more layers, any attached UltraPly TPO Firestone All -Purpose Fasteners with each strip and fastened 6-inch o.c. Roof cover adhered to 30.0 combination Firestone Polymer Batten Strip each strip by first priming with Single -Ply QuickPrime Primer at the strip location, then rolling into place with a hand roller. Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-1112 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 8 of 77 a. TABLE 1C: WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED ROOF COVER System Deck Roof Cover MDP No. See Note 1) Membrane Fasten Attach psf) W-42. Min. 19/32-inch plywood at max. 24-inch spans UltraPly TPO Firestone HD Fasteners with Firestone 6-inch o.c. within 6-inch wide laps spaced 72-inch 45.0HDSeamPlateso.c. Laps sealed with 1.5-inch heat weld. TABLE 113: WOOD DECKS —NEW CONSTRUCTION SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System Roof Deck Roof Cover MOP Membrane ApplicationNo. psf) W-43. Min. 7/16-inch thick, UL Classified Firestone CoverDXT" Roof Deck Panel attached to wood supports spaced max. UltraPly TPO Firestone WBBA-P at 100 ft2 24-inch o.c. using 8d common nails spaced 6-inch o.c. at all supports. y per gallon. 82.5 W 44. Min. 7/16-inch thick, UL Classified Firestone CoverDX'" Roof Deck Panel attached to wood supports spaced max. TPO Z Firestone WBBA-P at 100 ft 105.024-inch o.c. usingSax'" No. 8 x 2-inch Ion wood to wood screws spaced 6-inch o.c. at all supports.UltraPly p g p per gallon. Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970.02.08-R12 for FL10264-1312 Certificate of Authorization #9503 Revision 12: 04/09/2015 Prepared by: Robert Nieminen, PE-S9166 Appendix 1, Page 9 of 77 TRINITY ERR TABLE 2A-1: STEEL DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1A: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer MOP No. See Note 1) Roof Cover Adhesive psf) Type Attach Type Attach U T'fRAPIYP..Oa^"xIN SC-1. Min. 22 ga., type B, Min. 1.5-inch I50 95+ GL I.S.O. Stick or I.S.O. Twin Pack, 12-inch Optional) Additional layers I.S.O.ltraPly TPO / UP -BA, LVOC- Stick or I.S.O. Twin Pack 45.0* Grade 33 steel o.c. along top flanges of steel deck base insulation S.O. BA-1168, LVOC-BA SC 2. Min. 22 ga., type B, Min. 2-inch ISO 95+ GL I.S.O. Twin Pack, 6-inch o.c. along top Optional) Additional layers I.S.O. Twin Pack, 6-inch o.c. UltraPly TPO / UP -BA, LVOC 75.0* Grade 33 steel flanges of steel deck base insulation BA-1168, LVOC-BA UkTRAPLV TP..O SA•SYSTEM r, 011 SC 3. Min. 22 ga., type B, Min. 1.5-inch ISO 95+ GL I.S.O. Stick or I.S.O. Twin Pack, 12-inch Optional) Additional layers I.S.O. Stick or I.S.O. Twin Pack UltraPly TPO SA, self -adhered 45.0* Grade 33 steel o.c. along top flanges of steel deck base insulation SC-4. Min. 22 ga., type B, Grade 33 steel Min. 2-inch ISO 95+ GL I.S.O. Twin Pack, 6-inch o.c. along top flanges of steel deck Optional) Additional layers base insulation I.S.O. Twin Pack, 6-inch o.c. UltraPly TPO SA, self -adhered 75.0* TABLE 2A-2: STEEL DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-113: BONDED VAPOR BARRIER, BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer MOP No. See Note 1) Vapor Barrier Roof Cover / Adhesive psf) Type Attach Type Attach Q... LTR0tyY'TPOSYSTEMS. tea, ."ssr x x. -xW...'. ",-., I ".<.. aim, , 3-. x r. SC-5. Min. 22 ga., type B, V-Force with min. 3-inch side laps self -adhered to Min. 1.5-inch ISO I.S.O. Twin Pack, 12-inch o.c. along Optional) Additional I.S.O. Twin UltraPly TPO / UP -BA, LVOC- Grade 33 steel top flanges of steel deck 95+ GL top flanges of steel deck layers base insulation Pack BA-1168, LVOC-BA 37.5 Min. 22 ga., type B, V-Force with min. 3-inch Min. 1.5-inch ISO I.S.O. Stick or I.S.O. Twin Pack, 12- Optional) Additional I.S.O. Stick or UltraPly TPO / UP -BA, LVOCSC-6. Grade 33 steel side laps self -adhered to 95+ GL inch o.c. along top flanges of steel layers base insulation I.S.O. Twin BA-1168, LVOC-BA 45.0* top flanges of steel deck deck Pack SC-7. Min. 22 ga., type B, V-Force with min. 3-inch side laps self -adhered to Min. 2-inch I50 95+ I.S.O. Twin Pack, 6-inch o.c. along Optional) Additional I.S.O. Twin Pack, 6-inch UltraPly TPO / UP -BA, LVOC- Grade 33 steel top flanges of steel deck GL top flanges of steel deck layers base insulation BA-1168, LVOC-BA 60.0* O.C. U LTRAPLY TPO SA SYSTEMS SC-8. Min. 22 ga., type B, V-Force with min. 3-inch side laps self -adhered to Min. 1.5-inch ISO I.S.O. Twin Pack, 12-inch o.c. along Optional) Additional I.S.O. Twin Grade 33 steel 95+ GL top flanges of steel deck layers base insulation Pack UltraPly TPO SA, self -adhered 37.5 top flanges of steel deck Min. 22 ga., type B, V-Force with min. 3-inch Min. 1.5-inch I50 I.S.O. Stick or I.S.O. Twin Pack, 12- Optional) Additional I.S.O. Stick or SC-9. Grade 33 steel side laps self -adhered to 95+ GL inch o.c. along top flanges of steel layers base insulation I.S.O. Twin UltraPly TPO SA, self -adhered 45.0* top flanges of steel deck deck Pack SC-10. Min. 22 ga., type B, V-Force with min. 3-inch side laps self -adhered to Min. 2-inch ISO 95+ S.O.I.Twin Pack, 6-inch o.c. along Optional) Additional I.S.O. Twin Pack, 6-inch UltraPly TPO SA, self -adhered 60.0Grade33steel top flanges of steel deck GL top flanges of steel deck layers base insulation O.C. Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970.02.08-1112 for FL10264-R12 Certificate of Authorization #9503 Revision 12: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Ap pendix 1, Page 10 of 77 J I TRINITY11 ERD TABLE 2A-3: STEEL DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A -IC: BONDED THERMAL BARRIER, BONDED VAPOR BARRIER, BONDED INSULATION, BONDED ROOF COVER System Deck Thermal Barrier Base Insulation Layer Top Insulation Layer MOP No. See Note 1) Type Attach Vapor Barrier Type Attach Type Attach Roof Cover / Adhesive psf) ULl'RAPLY TPO SYSTEMS' '; e.., - `•'3 H... Min. 22 ga., Min. 0.5-inch I.S.O. Stick, 12-inch o.c. Optional) SC-11. type B, Grade Dens Deck along top flanges of steel BASEGARD SA with min. 3- Min. 0.5-inch Hot asphalt Additional layers Hot asphalt UltraPly TPO / UP -BA, 45.0* 33 steel Prime deck inch side laps self -adhered ISO 95+ GL base Insulation LVOC-BA-1168, LVOC-BA ULTRAPLY,TPOSAfSYSTEMS f°: Min. 22 ga., Min. 0.5-inch I.S.O. Stick, 12-inch o.c. Optional) SC-12. type B, Grade Dens Deck along top flanges of steel BASEGARD SA with min. 3- Min. inchFHt asphalt Additional layers Hot asphalt UltraPly TPO SA, self- 45.0* 33 steel Prime deck inch side laps self -adhered 5+ O. ISO 95+ GL base insulation adhered TABLE 2B-1: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B-1: MECHANICALLY FASTENED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer MOP No. See Note 1) Type Fastener Attach Type Attach Roof Cover Adhesive psf) U LTRAPLy TP OS YSTEMIS '' F `.,,. y I¢; k' s r SC-13. Min. 22 a., type B, Grade 33yp Min. 2-inch ISO 95+ GL or See Note 2 1 per 4 ft' Min. 0.5-inch ISOGARD HD S.C. FIX II; I.S.O. Spray S; I.S.O. Stick; I.S.O. Twin UltraPly, / LVOC- 37.5* steel or strutural concretes RESISTA BA, UP-B BA-1168, LVOC-BA, WBBA-PLVOC-BA, Pack SC-14. Min. 22 ga., type B, Grade 33 Min. 1.5-inch ISO 95+ GL See Note 2 1 per 2 ft' Optional min. 1.5-inch ISO 95+ GL followed I.S.O. Spray 5 UltraPly TPO / UP -BA, LVOC- 45.0* steel or strutural concrete by min. 0.5-inch Tapered ISO 95+GL BA-1168, LVOC-BA, WBBA-P SC-15. Min. 22 a., type B, Grade 33yp Min. 1.5-inch RESISTA See Note 2 1 per 2.7 ft' Optional min. inch RESISTA followed by I.S.O. FIX Il; I.S.O. Spray S; I.S.O. Stick; I.S.O. Twin UltraPly, / LVOC- 4S.0* ssteelorstrutural concrete min. 0.5-inch Tapered RESISTAap BAUP- BA 1168, LVOC-BALVOC-BA Pack SC-16. Min. 22 a., type B, Grade 33yp Min. 2-inch RESISTA See Note 2 1 per 4 ft' Optional min. inch RESISTA followed by I.S.O. FIX Il; I.S.O. Spray S; I.S.O. Stick; I.S.O. Twin UltraPly / LVOC- 45.0* ssteelorstrutural concrete min. 0.5 inch Tapered RESISTAap BAUP- LVOC-BABA-1168, LVOC-BA Pack SC-17. Min. 22 a., type B, Grade 33yp Min. 2-inch I50 95+ GL See Note 2 1 per 4 ftz Min. 1.5-inch ISOGARD HD Composite I.S.O. FIX II; I.S.O. Spray S; I.S.O. Stick; I.S.O. Twin LVOC- UltraPly, / LVOC 45.0* ssteelorstrutural concrete BAUP- LVOC-BABA-1168, LVOC-BA Pack SC-18. Min. 22 a., type B, Grade 33yp Min. 1.5-inch ISO 95+ GL See Note 2 1 per 2.7 ftz Min. 1.5-inch ISOGARD HD Composite I.S.O. FIX 11; I.S.O. Spray S; I.S.O. Stick; I.S.O. Twin UltraPly / LVOC- 45.0* steel or strutural concretes BAUP- BA-1168, LVOC-BALVOC-BAPack SC 19. Min. 22 ga., type B, Grade 33 Min. 1.5-inch ISO 95+ GL See Note 2 1 per 2 ft Min. 0.5 inch ISOGARD HD I.S.O. Twin Pack UltraPly TPO / UP -BA, LVOC- 45.0* steel or strutural concrete BA-1168 , LVOC-BA SC-20. Min. 22 ga., type B, Grade 33 Min. 2-inch ISO 95+ GL See Note 2 1 per 2 ft2 Min. 0.5-inch ISOGARD HD I.S.O. FIX II; I.S.O. Spray S; UltraPly TPO / UP -BA, LVOC- 45.0* steel or strutural concrete I.S.O. Stick BA-1168 , LVOC-BA Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970.02.08-R12 for FL10264-R12 Certificate of Authorization #9503 Revision 12: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 11 of 77 ERC TABLE 213-1: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B-1: MECHANICALLY FASTENED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer MDP No. See Note 1) Type Fastener Attach Type Attach Roof Cover / Adhesive Psf) SC 21. Min. 22 ga., type B, Grade 33 Min. 2-inch ISO 95+ GL See Note 2 2 1 per 1 ft Min. 0.5-inch ISOGARD HD I.S.O. FIX II; I.S.O. Stick; UltraPly TPO / WBBA-P 45.0steelorstruturalconcreteI.S.O. Twin Pack SC-22. Min. 22 ga., type B, Grade 33 Min. 1.5-inch ISO 95+ GL See Note 2 1 per 2 ft2 Min. 0.25-inch Dens Deck, Dens Deck Prime I.S.O. Twin Pack, I.S.O. UltraPly TPO / UP -BA 45.0* steel or strutural concrete or SECUROCK Gypsum -Fiber Roof Board Stick or 3M CR-20 SC-23. Min. 22 ga., type B, Grade 33 Min. 1.5-inch ISO 95+ GL See Note 2 1 per 2 ft2 Min. 0.25-inch Dens Deck Prime or I.S.O. Twin Pack, I.S.O: UltraPly TPO / LVOC-BA-1168 45.0* steel or strutural concrete SECUROCK Gypsum -Fiber Roof Board Stick or 3M CR-20 SC-24. Min. 22 a., type B, Grade 33yp Min. 1.5-inch ISO 95+ GL See Note 2 1 2 ft2 Optional min. 1.5-inch ISO 95+ GL or min. 0.5-inch Tapered ISO followed UltraPly / LVOC- ssteelorstrutural concrete per 95+ GL by I.S.O. Spray S BA, LIP-B BA-1168, LVOC-BA, WBBA-PLV 45.0* min. 0.5-inch ISOGARD HD Min. 0.5-inch Dens Deck SC-25. Min. 22 a., type B, Grade 33gyp Prime or SECUROCK See Note 2 2 1 4 ft Optional min. 1.5-inch RESISTA followed by I.S.O. FIX II; I.S.O. Spray S; Stick; UltraPly TPO / UP -BA, LVOC- steel or strutural concrete Gypsum -Fiber Roof per min. 0.5-inch Tapered RESISTA I.S.O. I.S.O. Twin BA-1168, LVOC-BA 45.0* Board Pack Min. 0.5-inch Dens Deck, SC-26. Min. 22 ga., type B, Grade 33 Dens Deck Prime or See Note 2 1 2 ft2 Min. 1.5-inch ISO 95+ GL followed by min. I.S.O. FIX II; I.S.O. Stick; UltraPly TPO / UP -BA, LVOC- steel or strutural concrete SECUROCK Gypsum -Fiber per 0.5-inch FiberTop C or S I.S.O. Twin Pack BA-1168, LVOC-BA 45.0* Roof Board Min. 0.5-inch Dens Deck, SC-27. Min. 22 a., type B, Grade 33gyp Dens Deck Prime or See Note 2 1 2 ft2 Min. 1.5-inch ISO 95+ GL followed by Min. 0.25-inch I.S.O. FIX II; I.S.O. Stick; UltraPly TPO / UP -BA, LVOC- steel or strutural concrete SECUROCK Gypsum -Fiber per Dens Deck Prime or SECUROCK I.S.O. Twin Pack BA-1168, LVOC-BA, WBBA-P- 45.0* Roof Board Gypsum -Fiber Roof Board S SC-28. Min. 22 a., type B, Grade 33yp Min. 1.5-inch ISO 95+ GL See Note 2 1 per 1.6 ft2 Min. inch Dens Deck Prime or I.S.O. FIX II; I.S.O. Stick; I.S.O. Twin Pack, 6-inch UltraPly / LVOC 60.0 ssteelorstrutural concrete ROSECUROCK Gypsum -Fiber Roof Board LV -BALIP- BA-1168, LVOC-BA O.C. SC-29. Min. 22 ga., type B, 50 ksi Min. 1.5-inch ISO 95+ GL See Note 2 1 per 1.78 Min. 1.5-inch ISOGARD HD Composite I.S.O. Stick, 12-inch o.c. UltraPly TPO / UP -BA, LVOC- 60.0steelorstruturalconcreteorRESISTAft2BA-1168, LVOC-BA SC 30. Min. 22 ga., type B, 50 ksi Min. 2-inch I50 95+ GL See Note 2 1 per 1.78 Min. 0.25-inch SECUROCK Gypsum -Fiber Stick, 6-inch o.c. UltraPly TPO / UP -BA, LVOC- 67.5steelorstruturalconcreteft2RoofBoardI.S.O. BA-1168, LVOC-BA SC 31. Min. 22 ga., type B, Grade 33 Min. 1.5-inch ISO 95+ GL See Note 2 z 1 per 1.6 ft Min. 1.5-inch I50 95+ GL or RESISTA I.S.O. Twin Pack UltraPly TPO / UP -BA, LVOC- 75.0steelorstruturalconcreteorRESISTABA-1168, LVOC-BA SC-32. Min. 22 a., type B, Grade 33gyp Min. 2-inch I50 95+ GL See Note 2 1 per 1.6 ft2 Min. 0.5-inch ISOGARD HD I.S.O. FIX II; I.S.O. Spray S; I.S.O. Stick; I.S.O. Twin UltraPly TPO / UP -BA, LVOC- 82 5steelorstruturalconcreteBA-1168, LVOC-BA Pack, 6-inch o.c. SC-33. Min. 22 a., type B, Grade 33yP Min. 2-inch ISO 95+ GL See Note 2 1 per 1 ft2 Min. 0.5-inch ISOGARD HD I.S.O. FIX II; I.S.O. Spray S; I.S.O. Stick; I.S.O. Twin UltraPly, / LVOC- 90.0steelorstruturalconcretesBALIP- BA-1168, LVOC-BALVPack, 4-inch o.c. Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970.02.08-R12 for FL10264-R12 Certificate of Authorization #9503 Revision 12: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 12 of 77 TABLE 26-1: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B-1: MECHANICALLY FASTENED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer MDP No. See Note 1) Type Fastener Attach Type Attach Roof Cover /Adhesive Psf) Min. 22 ga., type B, Grade 33 2 I.S.O. FIX II; I.S.O. Stick; SC-34. steel or strutural concrete Min. 2-inch ISO 95+ GL See Note 2 1 per 1 ft Min. 1-inch 150 95+ GL I.S.O. Twin Pack, 4-inch UltraPly TPO / WBBA-P 105.0 O.C. SC-35. Min. 22 a., type B, Grade 33Yp Min. 2-inch ISO 95+ GL See Note 2 1 per 1 ft2 Min. inch Dens Deck Prime or I.S.O. FIX II; I.S.O. Spray S; I.S.O. Stick; I.S.O. Twin UltraPly, / LVOC 105.0 ssteelorstrutural concrete ROSECUROCK Gypsum -Fiber Roof Board LV -BAUP- BA-1168, LVOC-BA Pack, 4-inch o.c. SC-36. Min. 22 ga., type B, Grade 33 Min. 2-inch ISO 95+ GL See Note 2 2 1 per 1 ft Min. 1.5-inch ISO 95+ GL S.O. Spray S, 6-inch o.c. UltraPly TPO / UP -BA, LVOC- 105.0steelorstruturalconcreteBA-1168, LVOC-BA SC-37. Min. 22 a., type B, Grade 33gyp Min. 2-inch ISO 95+ GL See Note 2 1 1 ft2 Min. 1.5-inch ISO 95+ GL followed by min. 0.5-inch ISOGARD HD 7/16-inch UltraPly TPO / UP -BA, LVOC- steel or strutural concrete per or min. I.S.O. Spray S, 6-inch o.c. BA-1168, LVOC-BA 105.0 OSB SC-38. Min. 22 a., type B, Grade 33yp Min. 2-inch ISO 95+GL See Note 2 1 1 ft2 Min. 1-inch ISO 95+GL I.S.O. FIX II; I.S.O. Stick; I.S.O. Twin Pack, 4-inch UltraPly, / LVOC steel or strutural concretes per LV -BAUP- BA-1168, LVOC-BA 112.5 O.C. SC 39. Min. 22 ga., type B, Grade 33 Min. 1.5 inch RESISTA See Note 2 2 1 per 1 ft Min. 1.5 inch RESISTA I.S.O. FIX II; I.S.O. Stick; UltraPly TPO / UP -BA, LVOC 120.0steelorstruturalconcreteI.S.O. Twin Pack BA-1168, LVOC-BA SC-40. typeMin. 22 a., t e B, Grade 80A-1168 Min. 2-inch ISO 95+ GL See Note 2 1 1 ft2 Min. 1-inch ISO 95+ GL I.S.O. FIX II; I.S.O.... Stick; I.S.O. Twin Pack, 4-inch UltraPly -LVOC- OCorssteelstruturalconcreteper LV BA BA 127.S O.C. SC-41. Min. 22 a., type B, Grade 80yp Min. 2-inch ISO 95+ GL See Note 2 1 per 1 ft2 Min. 0.5-inch ISOGARD HD I.S.O. FIX II; I.S.O. Spray S; I.S.O. Stick; I.S.O. Twin UltraPly, / LVOC 135.0 ssteelorstrutural concrete LV -BAUP- BA-1168, LVOC-BA Pack, 4-inch o.c. r r,, ULTRAPLVTPDXRSYSTEMS i ram; s ,?a. . . .. , a i .-y SC-42. MinY 22 ga., type B, Grade 333 Min. 1.5-inch ISO 95+ GL See Note 2 2 1 per 2 ft Min. 0.5-inch FiberTop C, or S wood fiber Hot Asphalt UltraPly TPO XR / XR-BA 30.0* steel or strutural concrete Min. 0.5-inch Dens Deck, Min. 1.5-inch ISO 95+ GL followed by min. SC-43. Min. 22 ga., type B, Grade 33 Dens Deck Prime or See Note 2 1 per 2 ft 2 0.5-inch FiberTop C or S or Min. 0.25-inch I.S.O. FIX II; I.S.O. Stick; UltraPly TPO XR / XR-BA 45.0* steel or strutural concrete SECUROCK Gypsum -Fiber Dens Deck Prime or SECUROCK Gypsum- I.S.O. Twin Pack Roof Board Fiber Roof Board Min. 0.5-inch Dens Deck, Min. 22 ga., type B, Grade 33 Dens Deck Prime or Min. 1.5-inch ISO 95+ GL followed by Min. I.S.O. FIX II; ; LS.0. Stick; SC-44. steel or strutural concrete SECUROCK Gypsum -Fiber See Note 2 1 per 2 ft2 0.25-inch Dens Deck Prime or SECUROCK I.S.O. Twin Pack UltraPly TPO XR / WBBA-P 37.5* Roof Board Gypsum -Fiber Roof Board Min. 22 ga., type B, Grade 33 1 per 2.67 I.S.O. FIX II; I.S.O. Spray S; UltraPly TPO XR / I.S.O. SpraySC-45. steel or strutural concrete Min. 1.5-inch ISO 95+ GL See Note 2 ft2 Min. 1.5-inch ISO 95+ GL I.S.O. Stick; I.S.O. Twin S, XR Stick, 12-inch o.c. 30.0* Pack Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization 49503 , Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-Ri2 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 13 of 77 j ERD TABLE 213-1: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B-1: MECHANICALLY FASTENED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer. Top Insulation Layer MDP No. See Note 1) Type Fastener Attach Type Attach Roof Cover / Adhesive psf) SC-46. Min. 22 typea., t e B, Grade 33g Min. 2-inch ISO 95+ GL See Note 2 1 per 4 ftz Min. 1.5-inch ISO 95+ GL I.S.O. FIX 11; I.S.O. Spray S; I.S.O. Stick; I.S.O. Twin UltraPly TPO XR / 1.5.0. Spray 37.5* steel or strutural concrete S, XR Stick, 12-inch o.c. Pack SC-47. Min. 22 typea., t e B, Grade 33g Min. 2.25-inch ISO 95+ See Note 2 1 per 4 ft' Min. 1.5-inch ISO 9S+ GL I.S.O. FIX 11; I.S.O. Spray S; I.S.O. Stick; I.S.O. Twin UltraPly TPO XR / 1.5.0. Spray 45.0* steel or strutural concrete GL S, XR Stick, 12-inch o.c. Pack Min. 1.5-inch ISO 95+ GL followed by Min. 22 type B, Grade 33a., t e Min. 0.5-inch Dens Deck optional min. 0.5-inch FiberTop C or 5 UltraPly XR / I.S.O. SpraySC-48. steel or sstrutural concrete or SECUROCK Gypsum- See Note 2 1 per 2 ftz wood fiber, Min. 0.5-inch Dens Deck Prime I.S.O. Spray S 1S, XR Stick, 2-inch o.c. 45.0* Fiber Roof Board or SECUROCK Gypsum -Fiber Roof Board or min. 7/16-inch OSB SC-49. Min. 22 a., type B, Grade 33Yp Min. 0.5-inch Dens Deck or SECUROCK Gypsum- See Note 2 1 per 2 ft' Min. 1.5-inch ISO 95+ GL followed by min. I.S.O. Spray S UltraPly TPO XR / I.S.O. Spray 45.0* ssteelorstrutural concrete Fiber Roof Board 0.5-inch ISOGARD HD S, XR Stick, 4-inch o.c. Min. 1-inch ISO 95+ GL followed by min. SC-50. Min. 22 ga., type B, Grade 33 Min. 1.5-inch ISO 95+ GL See Note 2 z 1 per 2 ft 0.5-inch FiberTop C or S wood fiber or Min. I.S.O. FIX 11; I.S.O. Spray S; I.S.O. Stick; I.S.O. Twin UltraPly TPO XR / I.S.O. Spray 45.0* steel or strutural concrete 0.25-inch Dens Deck Prime or SECUROCK S, XR Stick, 12-inch o.c. Gypsum -Fiber Roof Board Pack SC-51. Min. 22 typega., t B, Grade 33 Min. 1.5-inch ISO 95+ GL See Note 2 1 per 2 ft2 Optional min. 1-inch ISO 95+ GL followed I.S.O. FIX II; I.S.O. Spray S; I.S.O. Stick; I.S.O. Twin UltraPly TPO XR / I.S.O. Spray 45.0* steel or strutural concrete by min. 0.5-inch ISOGARD HD S, XR Stick, 12-inch o.c. Pack SC-52. Min. 22 a., type B, Grade 33gYp Min. 1.5-inch ISO 95+ GL See Note 2 1 per 1.6 ftZ Min. 0.5-inch Dens Deck Prime or I.S.O. FIX 11; I.S.O. Spray S; I.S.O. Stick; I.S.O. Twin UltraPly TPO XR / I.S.O. Spray 60.0steelorstruturalconcreteSECUROCKGypsum -Fiber Roof Board 5, XR Stick, 6-inch o.c. Pack, 6-inch o.c. SC-53. Min. 22 typea., t e B, Grade 33 Min. 2-inch ISO 95+ GL See Note 2 1 per 1.6 ftZ Min. 1-inch ISO 95+ GL I.S.O. FIX 11; I.S.O. Spray S; I.S.O. Stick; I.S.O. Twin UltraPly XR / I.S.O. Spray 82 5steelorssstruturalconcreteS, XR Stick, 6-inch o.c. 6 Pack, 6-inch o.c. SC-54. Min. 22 a., type B, Grade 33Yp Min. 2-inch ISO 95+ GL See Note 2 1 per 1.6 ftz Min. 0.5-inch ISOGARD HD I.S.O. FIX II; I.S.O. Spray S; I.S.O. Stick; I.S.O. Twin UltraPly TPO XR / I.S.O. Spray 82 5steelorssstruturalconcreteS; XR Stick, 6-inch o.c. Pack, 6-inch o.c. SC-55. Min. 22 ga., type B, Grade 33 Min. 2-inch ISO 95+ GL See Note 2 1 per 1 ft' Min. inch Dens Deck Prime or I.S.O. Twin PackI. S.O. FIX 11; I.S.O. Stick; 4- inch UltraPly TPO XR / I.S.O. Spray 127.5 steelorstruturalconcreteSECUROCKGypsum -Fiber Roof Board S, XR Stick, 4-inch o.c. O. C. 6" r`APLYTPq, A sTEmsI SC- 56. Min. 22 ga., type B, Grade 33 Min. 2-inch ISO 95+ GL or See Note 2 1 4 ftz Min. 0.5-inch ISOGARD HD I. S.O. FIX II; I.S.O. Spray S; steel or strutural concrete RESISTA per I.S.O. Stick; I.S.O. Twin UltraPly TPO SA, self -adhered 37.5* Pack Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 14 of 77 TRf 1TY ( ERD TABLE 2B-1: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B-1: MECHANICALLY FASTENED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer MDP No. See Note 1) Type Fastener Attach Type Attach Roof Cover / Adhesive psf) SC-57. Min. 22 ga., type B, Grade 33 Min. 1.5-inch ISO 95+ GL See Note 2 z 1 per 2 ft Optional min. 1.5-inch ISO 95+ GL followed I.S.O. Spray S UltraPly TPO SA, self -adhered 45.0* steel or strutural concrete by min. 0.5-inch Tapered ISO 95+ GL SC-58. Min. 22 typea., t e B, Grade 33 Min. 1.5-inch RESISTA See Note 2 1 per 2.7 ftz Optional min. inch RESISTA followed by I.S.O. FIX 11; I.S.O. Spray S; I.S.O. Stick; I.S.O. Twin UltraPly TPO SA, self -adhered 45.0* steel or sstrutural concrete min. 0.5-inch TapTapered RESISTA Pack SC-59. Min. 22 a., type B, Grade 33 Yptrutural Min. 2-inch RESISTA See Note 2 1 per 4.ftz Optional min. inch RESISTA followed by I.S.O. FIX Il; I.S.O. Spray S; I.S.O. Stick; I.S.O. Twin UltraPly TPO SA, self -adhered 45.0* steel or ss concrete min. O.S-inch Taperedered RESISTA Pack Min. 22 ga., type B, Grade 33 I.S.O. FIX 11; I.S.O. Spray S; SC-60. steel or strutural concrete Min. 2-inch ISO 95+ GL See Note 2 z 1 per 4 ft Min. 1.5-inch ISOGARD HD Composite I.S.O. Stick; I.S.O. Twin UltraPly TPO SA, self -adhered 45.0* Pack Min. 22 ga., type B, Grade 33 I.S.O. FIX 11; I.S.O. Spray S; SC-61. steel or strutural concrete Min. 1.5-inch_ISO 95+ GL See Note 2 1 per 2.7 ftz Min. 1.5-inch ISOGARD HD Composite I.S.O. Stick; I.S.O. Twin UltraPly TPO SA, self -adhered 45.0* Pack SC-62. Min. 22 ga., type B, Grade 33 steel or strutural concrete Min. 1.5-inch ISO 95+ GL See Note 2 1 per 2 ftz Min. 0.5-inch ISOGARD HD I.S.O. Twin Pack UltraPly TPO SA, self -adhered 45.0* SC-63. Min. 22 ga., type B, Grade 33 Min. 2-inch ISO 95+ GL See Note 2 1 per 2 ftz Min. 0.S-inch ISOGARD HD I.S.O. FIX 11; I.S.O. Spray S; UltraPly TPO SA, self -adhered 45.0* steel or strutural concrete I.S.O. Stick SC-64, Min. 22 ga., type B, Grade 33 Min. 2-inch ISO 95+ GL See Note 2 1 per 1 ftz Min. 0.5-inch ISOGARD HD I.S.O. FIX 11; I.S.O. Stick; UltraPly TPO SA, self -adhered 45.0steelorstruturalconcreteI.S.O. Twin Pack SC-65. Min. 22 ga., type B, Grade 33 Min. 1.5-inch ISO 95+ GL See Note 2 z 1 per 2 ft Min. 0.25-inch Dens Deck Prime or I.S.O. Twin Pack, I.S.O. UltraPly TPO SA, self -adhered 45.0* steel or strutural concrete SECUROCK Gypsum -Fiber Roof Board Stick or 3M CR-20 Min. 22 ga., type B, Grade 33 Optional min. 1.5-inch ISO 95+ GL or min. SC-66. steel or strutural concrete Min. 1.5-inch ISO 9S+ GL See Note 2 z 1 per 2 ft 0.5-inch Tapered ISO 95+ GL followed by I.S.O. Spray S UltraPly TPO SA, self -adhered 45.0* min. 0.5-inch ISOGARD HD Min. 0.5-inch Dens Deck SC-67. Min. 22 a., type B, Grade 33gYp Prime or SECUROCK See Note 2 z 1 4 ft Optional min. 1.5-inch RESISTA followed by I.S.O. FIX II; I.S.O. Spray S; I.S.O. Stick; I.S.O. TwinsteelorstruturalconcreteGypsum -Fiber Roof per min. 0.5-inch Tapered RESISTA UltraPly TPO SA, self -adhered 45.0* Board Pack Min. 0.5-inch Dens Deck, SC-68. Min. 22 ga., type B, Grade 33 Dens Deck Prime or See Note 2 1 2 ftz Min. 1.5-inch ISO 95+ GL followed by Min. 0.25-inch Dens Deck Prime SECUROCK I.S.O. FIX 11; I.S.O. Stick; steel or strutural concrete SECUROCK Gypsum -Fiber per or I.S.O. Twin Pack UltraPly TPO SA, self -adhered 45.0* Roof Board Gypsum -Fiber Roof Board SC-69. Min. 22 typea., t e B, Grade 33 Min. 1.5-inch ISO 95+ GL See Note 2 1 per 1.6 ftz Min. Dens Deck Prime or I.S.O. FIX 11; I.S.O. Stick; I.S.O. Twin Pack, 6-inch UltraPly TPO SA, self -adheredsteelorsstruturalconcreteGSECURROCKOCKGypsum -Fiber Roof Board 60.0 O.C. SC-70. Min. 22 ga., type B, 50 ksi Min. 1.5-inch ISO 95+ GL 1 per 1.78 steel or strutural concrete or RESISTA See Note 2 ftz Min. 1.5-inch ISOGARD HD Composite I.S.O. Stick, 12-inch o.c. UltraPly TPO, self -adhered 60.0 Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 1`8970.02.08-1112 for FL10264-1312 Revision 12: 04/09/2015 Appendix 1, Page 15 of 77 RINITYIERD TABLE 26-1: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B-1: MECHANICALLY FASTENED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer MDP No. See Note 1) Type Fastener Attach Type Attach Roof Cover /Adhesive psf) SC-71. Min. 22 ga., type B, 50 ksi Min. 2-inch I50 95+GL See Note 2 1 per 1.78 Min. 0.25-inch SECUROCK Gypsum -Fiber S.O. Stick, 6-inch o.c. Ultra Ply TPO SA, self -adhered 67.5 steel or strutural concrete ft2 Roof Board SC-72. Min. 22 ga., type B, Grade 33 Min. 1.5-inch ISO 95+ GL See Note 2 1 per 1.6 ft' Min. 1.5-inch ISO 95+ GL or RESISTA I.S.O. Twin Pack Ultra Ply TPO SA, self -adhered 75.0 steel or strutural concrete or RESISTA Min. 22 ga., type B, Grade 33 I.S.O. FIX II; I.S.O. Spray S; SC-73. steel or strutural concrete Min. 2-inch ISO 95+ GL See Note 2 1 per 1.6 fti Min. 0.5-inch ISOGARD HD I.S.O. Stick; I.S.O. Twin Ultra Ply TPO SA, self -adhered 82.5 Pack, 6-inch o.c. Min. 22 ga., type B, Grade 33 2 I.S.O. FIX 11; I.S.O. Spray S; SC-74. steel or strutural concrete Min. 2-inch ISO 95+ GL See Note 2 1 per 1 ft Min. 0.5-inch ISOGARD HD I.S.O. Stick; I.S.O. Twin Ultra Ply TPO SA, self -adhered 90.0 Pack, 4-inch o.c. Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 16 of 77 TR.II I I IERD TABLE 26-2: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B-2: MECHANICALLY FASTENED BASE INSULATION, BONDED TEMP ROOF, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Insulation MDP Temp Roof Roof Cover Adhesive Type Fasten Attach Type AttachNo. See Note 1) Psf) ULTRAPLV TPO SYSTEMS'' a l•t Min. 22 ga., type B, Two plies Firestone Min. 1.5-inch ISO 95+GL followed by UltraPly TPO / UP -BA, SC-75. Grade 33 steel or Min. 0.75-inch FM See Note 2 1 per 2 ftz Type IV or Type VI in Min. 0.25-inch Dens Deck Prime or Hot asphalt or LVOC-BA-1168, LVOC-BA, 45.0* structural concrete Approved perlite hot asphalt SECUROCK Gypsum -Fiber Roof Board I.S.O. Stick WBBA P Min. 22 ga., type B, Min. 0.5-inch Dens 1 per 2.67 V-Force WB Primer; V- One or more layers min. 1.5-inch ISO UltraPly TPO / UP -BA, SC-76. Grade 33 Deck Prime See Note 2 ft2 Force, self -adhered 95+ GL, optional min. 0.5-inch Tapered I.S.O. Twin Pack LVOC-BA-1168, LVOC-BA 37.5* 150 95+ GL Min. 22 ga., type B, Min. 0.5-inch Dens 1 per 2.67 V-Force WB Primer; V- One or more layers min. 1.5-inch ISO UltraPly TPO / UP -BA, SC-77. Grade 33 Deck Prime See Note 2 ftz Force, self -adhered 95+ GL, optional min. 0.5-inch Tapered I.S.O. Stick LVOC-BA-1168, LVOC-BA 45.0* ISO 95+ GL Min. 0.25-inch Dens Min. 22 ga., type B, Deck or min. 0.5- One or more layers min. 1.5-inch ISO UltraPly TPO / UP -BA, SC-78. Grade 33 steel or inch SECUROCK See Note 2 1 per 4 ft2 V-Force SB Primer; V- 95+ GL, optional min. 0.5-inch Tapered I.S.O. Stick LVOC-BA-1168, LVOC-BA, 45.0* Force, self -adhered structural concrete Gypsum -Fiber Roof ISO 95+ GL WBBA-P Board Min. 0.25-inch Dens One or more layers min. 1.5-inch ISO Min. 22 ga., type B, Deck or min. 0.5- 95+ GL, optional min. 0.5-inch Tapered UltraPly TPO / UP -BA, SC-79. Grade 33 steel or inch SECUROCK See Note 2 1 per 4 ftz V-Force SB Primer; V- ISO 95+ GL; Min. 0.5-inch FiberTop C or S I.S.O. Stick LVOC-BA-1168, LVOC-BA, 45.0* structural concrete Gypsum -Fiber Roof Force, self -adhered or ISOGARD HD or Min. 0.25-inch Dens WBBA P Deck Prime or SECUROCK Gypsum -Fiber Board Roof Board; or Min. 7/16-inch OSB Min. 0.25-inch Dens One or more layers min. 1.5-inch ISO SC 80. Min. 22 ga., type B, Grade Deck or min. 0.5 inch SECUROCK See Note 2 Z 1 4 ft V-Force SB Primer; V- 95+ GL, optional min. 0.5-inch Tapered I.S.O. Stick UltraPly TPO / UP -BA, 45.0* steel per Force, self -adhered ISO 95+ GL; Min. 0.25-inch Dens Deck or LVOC-BA, WBBA-P ra restructuralconcrete um -FibGypsum -Fiber Roof SECUROCK Gypsum -Fiber Roof Board Board Min. 0.25-inch Dens One or more layers min. 1.5-inch ISO Min. 22 ga., type B, Deck or min. 0.5- 95+ GL, optional min. 0.5-inch Tapered SC-81. Grade 33 steel or inch SECUROCK See Note 2 1 per 4 ftZ V-Force SB Primer; V- ISO 95+ GL; Min. 0.5-inch FiberTop C or S I.S.O. Stick UltraPly TPO XR / XR-BA 45.0* Forceself-adhered structural concrete Gypsum -Fiber Roof or Min. 0.2S-inch Dens Deck Prime or Board SECUROCK Gypsum -Fiber Roof Board ULTRAPLY, TPO SA SVST MS F', N bi x.. .:, ;..:':. ii 4 Min. 22 ga., type B, Two plies Firestone Min. 1.5-inch ISO 95+ GL followed by SC- 82. Grade 33 steel or Min. 0.75-inch FM See Note 2 Z 1 per 2 ft Type IV or Type VI in Min. 0.25-inch Dens Deck Prime or Hot asphalt or UltraPly TPO SA, self- 45. 0* structural concrete Approved perlite hot asphalt SECUROCK Gypsum -Fiber Roof Board I. S.O. Stick adhered Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970.02.08-R12 for FL10264-1112 Certificate of Authorization 49503 Revision 12: 04/09/201S Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 17 of 77 TABLE 2B-2: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B-2: MECHANICALLY FASTENED BASE INSULATION, BONDED TEMP ROOF, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Insulation MDP No. See Note 1) Temp Roof Roof Cover / Adhesive psf) Type Fasten Attach Type Attach Min. 22 ga., type B, Min. 0.5-inch Dens 1 per 2.67 V-Force WB Primer; V- One or more layers min. 1.5-inch ISO UltraPly TPO SA, self- SC-83. Grade 33 Deck Prime See Note 2 ft Force, self -adhered 95+ GL, optional min. 0.5-inch Tapered I.S.O. Twin Pack adhered 37.5* ISO 95+ GL Min. 22 ga., type B, Min. 0.5-inch Dens 1 per 2.67 V-Force WB Primer; V- One or more layers min. 1.5-inch ISO UltraPly TPO SA, self- SC-84. Grade 33 Deck Prime See Note 2 ftz Force, self -adhered 95+ GL, optional min. 0.5-inch Tapered I.S.O. Stick adhered 45.0* ISO 95+ GL Min. 0.25-inch Dens One or more layers min. 1.5-inch ISO Min. 22 ga., type B, Deck or min. 0.5- 95+ GL, optional min. 0.5-inch Tapered SC 85. Grade steel inch CK See Note 2 z 1 per 4 ft V-Force SB Primer; V- ISO 95+ GL; optional min. 0.5-inch I.S.O. Stick UltraPly TPO SA, self- 45.0 * ra restructuralconcrete um-FibSECURGypsum -Fiber Roof Force, self -adhered ISOGARD HD or Min. 0.25-inch Dens adhered Board Deck Prime or SECUROCK Gypsum -Fiber Roof Board; or Min. 7/16-inch OSB Exterior Research and Design, LLC. d/b/a Trinity ( ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-1112 Revision 12: 04/09/2015 Appendix 1, Page 18 of 77 TRINITY D TABLE 2C-1: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation Layer MDP No. See Note 1) Base Insulation Layer Roof Cover /Adhesive psf) Type Fasten Attach U LTRAPLYTPOSYSTEMSa a.. ..:;''. E ff-, Rz if SC-86. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 1-inch RESISTA See Note 2 1 per 3.2 ft2 UltraPly TPO / UP -BA, LVOC-BA- 30.0* steel or strutural concrete combination, loose laid 1168, LVOC-BA, WBBA-P 1 per 2.67 ftz 0 0 0 r t x Min. 22 ga., type B, Grade 33 Optional) One or more layers, any o UltraPly TPO / UP -BA, LVOC-BA- SC-87. steel or strutural concrete combination, loose laid Min. 1-inch ISO 95+ GL See Note 2 1168, LVOC-BA, WBBA-P 37.5* 0 O O 0 0 0 x 9T' SC-88. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 2-inch RESISTA See Note 2 Z 1 per 5.33 ft UltraPly TPO / UP -BA, LVOC-BA- 37.5 * steel or strutural concrete combination, loose laid 1168, LVOC-BA SC-89. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 2-inch ISO 95+ GL See Note 2 z 1 per 4 ft UltraPly TPO / UP -BA, LVOC-BA- 45.0* steel or strutural concrete combination, loose laid 1168, LVOC-BA 1 per 2.67 ft' o a o w. t- Min. 22 ga., type B, Grade 33 Optional) One or more layers, any UltraPly TPO / UP -BA, LVOC-BA- SC-90. steel or strutural concrete combination, loose laid Min. 1.25-inch ISO 95+ GL See Note 2 x 1168, LVOC-BA, WBBA-P 45.0* O 0 O O 0 O SC 91. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 1.5-inch ISO 95+ GL See Note 2 z 1 per 2 ft UltraPly TPO / UP -BA, LVOC-BA- 45.0* steel or strutural concrete combination, loose laid 1168, LVOC-BA Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 1`8970.02.08-1112 for FL10264-1112 Revision 12: 04/09/2015 Appendix 1, Page 19 of 77 TRINITY! ERDv TABLE 2C-1: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation Layer MOP Base Insulation Layer Roof Cover /Adhesive Type Fasten AttachNo. See Note 1) psf) 1 per 2.67 ft2 0 0 0 zr Min. 22 ga., type B, 50 ksi Optional) One or more layers, any o UltraPly TPO / UP -BA, LVOC-BA- SC-92. steel or strutural concrete combination, loose laid Min. 2-inch ISO 95+ GL See Note 2( 1168, LVOC-BA 45.0 0 0 0 2 O O O M Min. 22 ga., type B, Grade 33 Optional) One or more layers, any 2 UltraPly TPO / UP -BA, LVOC-BA- SC 93. steel or strutural concrete combination, loose laid Min. 1.5-inch RESISTA See Note 2 1 per 2.67 ft 1168, LVOC-BA, WBBA-P 45.0 * SC-94. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 1-inch RESISTA See Note 2 2 1 per 2 ft UltraPly TPO / UP -BA, LVOC-BA- 45.0 * steel or strutural concrete combination, loose laid 1168, LVOC-BA, WBBA-P SC-95. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 1.5-inch ISOGARD HD See Note 2 2 1 per 4 ft UltraPly TPO / UP -BA, LVOC-BA- 45.0* steel or strutural concrete combination, loose laid Composite 1168, LVOC-BA, WBBA-P SC-96. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 1.5-inch ISOGARD HD See Note 2 1 per 1.33 ft2 UltraPly TPO / WBBA-P 45.0steelorstruturalconcretecombination, loose laid Composite SC-97. Min. 22 ga., type B, Grade 33 One or more layers, any Min. 0.5 inch ISOGARD HD See Note 2 2 1 per 2.67 ft UltraPly TPO / UP -BA, LVOC-BA- 45.0* steel or strutural concrete combination, loose laid 1168 Min. 22 ga., type B, Grade 33 Min. 1.5-inch thick, one or more 2SC-98. steel or strutural concrete layers, any combination, loose laid Min. 0.5-inch ISOGARD HD See Note 2 1 per 1.33 ft UltraPly TPO /WBBA-P 45.0 Optional for Recover) Min. 0.5- SC-99. Min. 22 ga., type B, Grade 33 inch thick, one or more layers, any Min. 0.25-inch Dens Deck Prime See Note 2 2 1 per 2.67 ft UltraPly TPO / UP -BA, LVOC-BA 45.0* steel or strutural concrete combination, loose laid SC-100. Min. 22 ga., type B, Grade 33 One or more layers, any Min. 0.25-inch SECUROCK Gypsum- See Note 2 1 2 ft2 UltraPly TPO / UP -BA, LVOC-BA- steel or strutural concrete combination, loose laid Fiber Roof Board per 1168, LVOC-BA, WBBA-P 45.0* Optional for Recover) Min. 0.5- SC-101. Min. 22 ga., type B, Grade 33 inch thick, one or more layers, any Min. 0.5-inch SECUROCK Gypsum- See Note 2 1 per 4 ft2 UltraPly TPO / UP -BA, LVOC-BA- 45.0* steel or strutural concrete combination, loose laid Fiber Roof Board 1168, LVOC-BA, WBBA-P SC-102. Min. 22 ga., type B, 50 ksi One or more layers, any Min. 0.25-inch SECUROCK Gypsum- See Note 2 2 1 per 1.78 ft UltraPly TPO / UP -BA, LVOC-BA- 45.0steelorstruturalconcretecombination, loose laid Fiber Roof Board 1168, LVOC-BA SC-103. Min. 22 ga., type B, Grade 33 Min. 1.5-inch thick, one or more Min. 7/16-inch OSB Firestone HD HailGard 1 per 2.67 ft 2 UltraPly TPO / UP -BA, LVOC-BA- 45.0steelorstruturalconcretelayers, any combination, loose laid Fastener (steel only) 1168 SC-104. Min. 22 ga., type B, 50 ksi Optional) One or more layers, any Min. 1-inch RESISTA See Note 2 2 1 per 1.6 ft UltraPly TPO / UP -BA, LVOC-BA- 52.5steelorstruturalconcretecombination, loose laid 1168, LVOC-BA Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 20 of 77 TRINITY1 ERD TABLE 2C-1: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation Layer MDP No. See Note 1) Base Insulation Layer Roof Cover /Adhesive Psf) Type Fasten Attach Min. 22 ga., type B, Grade 33 Min. 1.5-inch thick, one or more Firestone HD HailGard Z UltraPly TPO / UP -BA, LVOC-BA- SC-105. steel or strutural concrete layers, any combination, loose laid Min. 7/16-inch OSB Fastener (steel only) 1 per 1.6 ft 1168 52.5 SC-106. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 1.5-inch ISO 95+GL See Note 2 1 per 1.78 ft' UltraPly TPO / UP -BA, LVOC-BA- 60.0 steel or strutural concrete combination, loose laid 1168 SC-107. Min. 22 ga., type B, 56 ksi One or more layers, any Min. 0.5-inch SECUROCK Gypsum- See Note 2 1 per 2.13 ftz UltraPly TPO / UP -BA, LVOC-BA- 60.0 steel or strutural concrete combination, loose laid Fiber Roof Board 1168, LVOC-BA Min. 22 ga., type B, 50 ksi One or more layers, any Min. 0.5-inch SECUROCK Gypsum- UltraPly TPO / UP -BA, LVOC-BA- SC-108. steel or strutural concrete combination, loose laid Fiber Roof Board See Note 2 1 per 1.78 ft' 1168, LVOC-BA 60.0 SC-109. Min. 22 ga., type B, Grade 33 Min. 1.5-inch thick, one or more Min. 0.5-inch ISOGARD HD See Note 2 1 per 1.33 ft' UltraPly TPO / UP -BA, LVOC-BA- 60.0 steel or strutural concrete layers, any combination, loose laid 1168, LVOC-BA Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 1.5-inch ISOGARD HD 2 UltraPly TPO / UP -BA, LVOC-BA- SC-110. steel or strutural concrete combination, loose laid Composite See Note 2 1 per 1.33 ft 1168, LVOC-BA 60.0 SC-111. Min. 22 ga., type B, 56 ksi One or more layers, any Min. 0.5-inch SECUROCK Gypsum- See Note 2 1 per 1.6 ft2 UltraPly TPO / UP -BA, LVOC-BA- 67.5 steel or strutural concrete combination, loose laid Fiber Roof Board 1168, LVOC-BA SC-112. Min. 22 a., type B, Grade 33gyp Min. 1.5 inch thick, one or more Min. 0.5-inch Dens Deck Prime or SECUROCK Gypsum Roof See Note 2 1 1.33 ft2 UltraPly TPO / UP -BA, LVOC-BA- steel or strutural concrete layers, any combination, loose laid Fiber per 1168 75.0 Board SC-113. Min. 22 ga., type B, Grade 33 Min. 1.5-inch thick, one or more Min. 7/16-inch OSB See Note 2 (Heavy 1 per 2 ft z UltraPly TPO / UP -BA, LVOC-BA- 75.0steelorstruturalconcretelayers, any combination, loose laid Duty only for steel) 1168 SC 114. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 1.5-inch Firestone HailGard See Note 2 (Heavy 1 per 2 ft Z UltraPly TPO / UP -BA, LVOC-BA- 75.0 steel or strutural concrete combination, loose laid Duty only for steel) 1168 SC-115. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 2-inch ISO 95+ GL See Note 2 Z 1 per 1.6 ft UltraPly TPO / UP -BA, LVOC-BA- 75.0steelorstruturalconcretecombination, loose laid 1168 SC-116. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 1.5-inch RESISTA See Note 2 z 1 per 1.6 ft UltraPly TPO / UP -BA, LVOC-BA- 75.0 steel or strutural concrete combination, loose laid 1168, LVOC-BA SC-117. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 2-inch RESISTA See Note 2 1 per 1 ft2 UltraPly TPO / WBBA-P 75.0 steel or strutural concrete combination, loose laid SC-118. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 2-inch RESISTA See Note 2 1 per 1.6 ftz UltraPly TPO / UP -BA, LVOC-BA- 82 5 steel or strutural concrete combination, loose laid 1168, LVOC-BA SC-119. Min. 22 ga., type B, 60 ksi One or more layers, any Min. O.S-inch SECUROCK Gypsum- See Note 2 1 per 1.78 ft' UltraPly TPO / UP -BA 82.S steel or strutural concrete combination, loose laid Fiber Roof Board SC 120. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 1.5-inch ISO 95+ GL See Note 2 Z 1 per 1.33 ft UltraPly TPO / UP -BA, LVOC-BA- 90.0 steel or strutural concrete combination, loose laid 1168 Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Z UltraPly TPO / UP -BA, LVOC-BA- SC-121. steel or strutural concrete combination, loose laid Min. 2-inch RESISTA See Note 2 1 per 1.33 ft 1168, LVOC-BA 105.0 Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report 1`8970.02.08-1112 for FL10264-1312 Certificate of Authorization #9503 Revision 12: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 21 of 77 jTRINITYI ERD TABLE 2C-1: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation Layer MDP No. See Note 1 Base Insulation Layer Roof Cover /Adhesive sfP ) Type Fasten Attach SC-122. Min. 22 ga., type B, Grade 33 Min. 1.5-inch thick, one or more Min. 0.5-inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof See Note 2 1 1 ft2 UltraPly TPO / UP -BA, LVOC-BA- 105.0 steel or strutural concrete layers, any combination, loose laid per 1168 Board SC 123. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 2-inch RESISTA See Note 2 21per1ft2 UltraPly TPO / UP -BA, LVOC-BA- 112.5 steel or strutural concrete combination, loose laid 1168, LVOC-BA Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 1.5-inch ISOGARD HD UltraPly TPO / UP -BA, LVOC-BA- SC-124. steel or strutural concrete combination, loose laid Composite See Note 2 1 per 1.33 ft2 1168, LVOC-BA 112.5 Min. 22 ga., type B, Grade 33 Min. 1.5-inch thick, one or more Min. 0.5-inch SECUROCK Gypsum- UltraPly TPO / UP -BA, LVOC-BA- SC-125. steel or strutural concrete layers, any combination, loose laid Fiber Roof Board See Note 2 1 per 1 ft2 1168, LVOC-BA 112.5 SC-126. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 2-inch ISOGARD HD Composite See Note 2 1 per 1.33 ft2 UltraPly TPO / UP -BA, LVOC-BA- 120.0 steel or strutural concrete combination, loose laid 1168, LVOC-BA SC-127, Min. 22 ga., type B, Grade 80 Optional) One or more layers, any Min. 2-inch RESISTA See Note 2 1 per 1 ft2 UltraPly TPO / UP -BA, LVOC-BA- 150.0 steel or strutural concrete combination, loose laid 1168, LVOC-BA SC-128. Min. 22 ga., type B, Grade 33 Min. 1.5-inch thick, one or more Min. 7/16-inch OSB See Note 2 (Heavy 1 per 1 ft2 UltraPly TPO / UP -BA, LVOC-BA- 150.0 steel or strutural concrete layers, any combination, loose laid Duty only for steel) 1168 SC 129. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 1.5 inch Firestone HailGard See Note 2 (Heavy 1 per 1 ft 2 UltraPly TPO / UP -BA, LVOC-BA- 150.0 steel or strutural concrete combination, loose laid Duty only for steel) 1168 ULTRAPLY TPO XR S,YSTE s..: SC-130. Min. 22 ga., type B, Grade 33 One or more layers, any Min. 0.5-inch FiberTop C or S wood See Note 2 2 1 2 ft UltraPly TPO XR / I.S.O. Spray S, 30.0 * steel or strutural concrete combination, loose laid fiber per XR Stick, 12-inch o.c. SC-131. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 1-inch ISO 95+GL See Note 2 2 1 per 2.7 ft UltraPly TPO XR / I.S.O. Spray S, 37.5* steel or strutural concrete combination, loose laid XR Stick, 12-inch o.c. SC-132. Min. 22 ga., type B, Grade 33 One or more layers, any Min. 0.25-inch Dens Deck Prime or 0.5-inch SECUROCK Gypsum- See Note 2 2 1 2.67 ft2 UltraPly TPO XR XR-BAsteelorstruturalconcretecombination, loose laid min. Fiber Roof Board per 45.0* SC-133. Min. 22 ga., type B, Grade 33 One or more layers, any Min. 0.5-inch FiberTop C or S wood See Note 2 1 per 2 ft2 UltraPly TPO XR / XR-BA 45.0* steel or strutural concrete combination, loose laid fiber Min. 22 ga., type B, Grade 33 Optional) One or more layers, any 2 UltraPly TPO XR / I.S.O. Spray S, SC 134. steel or strutural concrete combination, loose laid Min. 1.5-inch I50 95+GL See Note 2 1 per 2 ft XR Stick, 12-inch o.c. 45.0 * SC 135. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min . 2.25-inch ISO 95+ GL See Note 2 2 1 per 4 ft UltraPly TPO XR / I.S.O. Spray S, 45.0 * steel or strutural concrete combination, loose laid XR Stick, 12-inch o.c. Min. 0.25-inch Dens Deck Prime or SC-136. Min. 22 ga., type B, Grade 33 One or more layers, any SECUROCK Gypsum -Fiber Roof See Note 2 2 1 per 2 ft UltraPly TPO XR / I.S.O. Spray S, 4S.O* steel or strutural concrete combination, loose laid Board or min. 7/16-inch OSB XR Stick, 12-inch o.c. One or more layers, any SC-137. Min. 22 a., type B, Grade 33 Yr combination, loose laid (optional Min. 0.5-inch ISOGARD HD See Note 2 1 per 2.1 ft2 UltraPly TPO XR / I.S.O. Spray S, 45.0* ssteelorstrutural concrete for recover) 2- XR Stick, 12-inch o.c. Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 22 of 77 TABLE 2C-1: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation Layer MOP No. 1SeeNote Base Insulation Layer Roof Cover /Adhesive sfp ) Type Fasten Attach SC-138. Min. 22 ga., type B, Grade 33 One or more layers, any Min. O.S-inch ISOGARD HD See Note 2 z 1 per 2 ft UltraPly TPO XR / I.S.O. Spray S, 45.0 * steel or strutural concrete combination, loose laid XR Stick, 4-inch o.c. SC 139. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 2-inch I50 95+ GL See Note 2 Z 1 per 1.6 ft UltraPly TPO XR / I.S.O. Spray S, 82.5steelorstruturalconcretecombination, loose laid XR Stick, 6-inch o.c. SC 140. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 2-inch I50 95+ GL See Note 2 z 1 per 1 ft UltraPly TPO XR / I.S.O. Spray S, 142.5steelorstruturalconcretecombination, loose laid XR Stick, 4-inch o.c. UL[RAPLY TPOA 9SYSTEMSaF SC-141. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 1-inch RESISTA See Note 2 1 per 3.2 ft' UltraPly TPO SA, self -adhered 30.0* steel or strutural concrete combination, loose laid 1 per 2.67 ft' Min. 22 ga., type B, Grade 33 Optional) One or more layers, any a 00 SC-142. steel or strutural concrete combination, loose laid Min. 1-inch ISO 95+ GL See Note 2 UltraPly TPO SA, self -adhered 37.5* 0 0 0 CP 0 0 SC-143. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 2-inch RESISTA See Note 2 1 per5.33 ft' UltraPly TPO SA, self -adhered 37.5* steel or strutural concrete combination, loose laid Min. 22 ga., type B, Grade 33 Optional) One or more layers, any 2SC-144. steel or strutural concrete combination, loose laid Min. 2-inch I50 95+ GL See Note 2 1 per 4 ft UltraPly TPO SA, self -adhered 45.0* 1 per 2.67 ft' t. 0 0. 0 PF Min. 22 ga., type B, Grade 33 Optional) One or more layers, any 0 O O SC 145. steel or strutural concrete combination, loose laid Min. 1.25-inch ISO 95+ GL See Note 2 UltraPly TPO SA, self -adhered 45.0* 0 0 0 0 0 O-{-. Ze Min. 22 ga., type B, Grade 33 Optional) One or more layers, any z SC-146. steel or strutural concrete combination, loose laid Min. 1.5 inch ISO 95+ GL See Note 2 1 per 2 ft UltraPly TPO SA, self -adhered 45.0* Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report E8970.02.08-R12 for FL10264-1312 Certificate of Authorization #9503 Revision 12: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 23 of 77 sTRINITY C TABLE 2C-1: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation Layer MDP Base Insulation Layer Roof Cover /Adhesive No. See Note 1) Type Fasten Attach Psf) 1 per 2.67 ft2 b ,ao t-. 0 0 0 SC- 147. Min. 22 ga., type B, 50 ksi Optional) One or more layers, any Min. 2-inch ISO 95+GL See Note 2!" UltraPly TPO SA, self -adhered 45.0 steel or strutural concrete combination, loose laid jf__ o0a0 o n SC- 148. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 1.5-inch RESISTA See Note 2 1 per 2.67 ft2 UltraPly TPO SA, self -adhered 45.0* steel or strutural concrete combination, loose laid SC- 149. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 1-inch RESISTA See Note 2 1 per 2 ft2 UltraPly TPO SA, self -adhered 45.0* steel or strutural concrete combination, loose laid SC- 150. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 1.5-inch ISOGARD HD See Note 2 1 per 4 ft2 UltraPly TPO SA, self -adhered 45.0* steel or strutural concrete combination, loose laid Composite SC 151. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 1.5-inch ISOGARD HD See Note 2 Z 1 per 1.33 ft UltraPly TPO SA, self -adhered 45.0 steel or strutural concrete combination, loose laid Composite SC- 152. Min. 22 ga., type B, Grade 33 One or more layers, any Min. 0.5-inch ISOGARD HD See Note 2 1 per 2.67 ft' UltraPly TPO SA, self -adhered 45.0* steel or strutural concrete combination, loose laid SC- 153. Min. 22 ga., type B, Grade 33 Min. 1.5-inch thick, one or more Min. 0.5-inch ISOGARD HD See Note 2 1 per 1.33 ft' UltraPly TPO SA, self -adhered 45.0 steel or strutural concrete layers, any combination, loose laid Optional for Recover) Min. 0.5- SC- 154. Min. 22 ga., type B, Grade 33 inch thick, one or more layers, any Min. 0.25-inch Dens Deck Prime See Note 2 1 per 2.67 ft' UltraPly TPO SA, self -adhered 45.0* steel or strutural concrete combination, loose laid SC- 155. Min. 22 ga., type B, Grade 33 One or more layers, any Min. 0.25-inch SECUROCK Gypsum- See Note 2 1 per 2 ft2 UltraPly TPO SA, self -adhered 45.0* steel or strutural concrete combination, loose laid Fiber Roof Board Optional for Recover) Min. 0.5- SC- 156. Min. 22 ga., type B, Grade 33 inch thick, one or more layers, any Min. 0.5-inch SECUROCK Gypsum- See Note 2 1 per 4 ft2 UltraPly TPO SA, self -adhered 45.0* steel or strutural concrete Fiber Roof Board combination, loose laid SC- 157. Min. 22 ga., type B, 50 ksi One or more layers, any Min. 0.25-inch SECUROCK Gypsum- See Note 2 1 per 1.78 ft' UltraPly TPO SA, self -adhered 45.0 steel or strutural concrete combination, loose laid Fiber Roof Board SC- 158. Min. 22 ga., type B, Grade 33 Min. 1.5-inch thick, one or more Min. 7/16-inch OSB Firestone HD HailGard 1 per 2.67 ft' UltraPly TPO SA, self -adhered 45.0 steel or strutural concrete layers, any combination, loose laid Fastener (steel only) SC- 159. Min. 22 ga., type B, 50 ksi Optional) One or more layers, any Min. 1-inch RESISTA See Note 2 1 per 1.6 ft' UltraPly TPO SA, self -adhered 52.5 steel or strutural concrete I combination, loose laid Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 24 of 77 J' ERD TABLE 2C-1: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION On REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation Layer MOP No. See Note 1) Base Insulation Layer Roof Cover /Adhesive psf) Type Fasten Attach SC-160. Min. 22 ga., type B, Grade 33 Min. 1.5-inch thick, one or more Min. 7/16-inch OSB Firestone HD HailGard Z 1 per 1.6 ft UltraPly TPO SA, self -adhered 52.5 steel or strutural concrete layers, any combination, loose laid Fastener (steel only) SC 161. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 1.5-inch I50 95+ GL See Note 2 1 per 1.78 ft UltraPly TPO SA, self -adhered 60.0 steel or strutural concrete combination, loose laid SC 162. Min. 22 ga., type B, 56 ksi One or more layers, any Min. 0.5-inch SECUROCK Gypsum - See Note 2 1 per 2.13 ft UltraPly TPO SA, self -adhered 60.0 steel or strutural concrete combination, loose laid Fiber Roof Board SC-163. Min. 22 ga., type B, 50 ksi One or more layers, any Min. 0.5-inch SECUROCK Gypsum- See Note 2 1 per 1.78 ft2 UltraPly TPO SA, self -adhered 60.0 steel or strutural concrete combination, loose laid Fiber Roof Board SC-164. Min. 22 ga., type B, Grade 33 Min. 1.5-inch thick, one or more Min. 0.5 inch ISOGARD HD See Note 2 1 per 1.33 ft UltraPly TPO SA, self -adhered 60.0 steel or strutural concrete layers, any combination, loose laid SC-165. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 1.5-inch ISOGARD HD See Note 2 1 per 1.33 ft UltraPly TPO SA, self -adhered 60.0steelorstruturalconcretecombination, loose laid Composite SC-166. Min. 22 ga., type B, 56 ksi One or more layers, any Min. 0.5-inch SECUROCK Gypsum- See Note 2 1 per 1.6 ft2 UltraPly TPO SA, self -adhered 67.5 steel or strutural concrete combination, loose laid Fiber Roof Board SC-167. Min. 22 ga., type B, Grade 33 Min. 1.5-inch thick, one or more Min. 0.5-inch Dens Deck Prime or SECUROCK Gypsum Roof See Note 2 1 1.33 ft2 UltraPly TPO SA, steel or strutural concrete layers, any combination, loose laid Fiber per self -adhered 75.0 Board SC-168. Min. 22 ga., type B, Grade 33 Min. 1.5-inch thick, one or more Min. 7/16-inch OSB See Note 2 (Heavy z1per2ft2 UltraPly TPO SA, self -adhered 75.0 steel or strutural concrete layers, any combination, loose laid Duty only for steel) SC-169. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 1.5-inch Firestone HailGard See Note 2 (Heavy 1 per 2 ftz UltraPly TPO SA, self -adhered 75.0 steel or strutural concrete combination, loose laid Duty only for steel) SC-170. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 2-inch ISO 95+ GL See Note 2 Z 1 per 1.6 ft UltraPly TPO SA, self -adhered 75.0 steel or strutural concrete combination, loose laid SC-171. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 1.5-inch RESISTA See Note 2 1 per 1.6 ft UltraPly TPO SA, self -adhered 75.0 steel or strutural concrete combination, loose laid SC-172. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 2-inch RESISTA See Note 2 z 1 per 1 ff UltraPly TPO SA, self -adhered 75.0 steel or strutural concrete combination, loose laid SC-173. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 2-inch RESISTA See Note 2 Z 1 per 1.6 ft UltraPly TPO SA, self -adhered 82.5 steel or strutural concrete combination, loose laid SC-174. Min. 22 ga., type B, 60 ksi One or more layers, any Min. 0.5-inch SECUROCK Gypsum- See Note 2 1 per 1.78 ft2 UltraPly TPO SA, self -adhered 82.5 steel or strutural concrete combination, loose laid Fiber Roof Board SC 175. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 1.5-inch ISO 95+ GL See Note 2 z 1 per 1.33 ft UltraPly TPO SA, self -adhered 90.0 steel or strutural concrete combination, loose laid SC-176. Min. 22 ga., type B, Grade 33 Optional) One or more layers, any Min. 2-inch ISO 95+ GL See Note 2 1 per 1 ft' UltraPly TPO SA, self -adhered 90.0steelorstruturalconcretecombination, loose laid Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 25 of 77 a ITRINITY1 ERD TABLE 2C-2: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C-2: PLATE -BONDED ROOF COVER System Deck Vapor &Air Insulation Attach Roof Cover MOP Fasten Density /PatternNo. 1SeeNote Barrier psf) Min. 22 ga., type B, One or more layers, Firestone Heavy Duty Fasteners or UltraPly TPO bonded to UltraPly TPO InvisiWeld SC-177. Grade 33 steel or min. None any combination, Firestone Concrete Drive (concrete Max. 18-inch o.c. in rows max. 60- Plates with RhinoBond Portable Plate Bonding 30.0 2,500 psi concrete preliminarily attached only) and UltraPly TPO InvisiWeld inch o.c. Tool and weighted RhinoBond Cooling Clamps. Plates Min. 22 ga., type B, One or more layers, Firestone Heavy Duty Fasteners or UltraPly TPO bonded to UltraPly TPO InvisiWeldFirestoneConcreteDrive (concrete Max. 12-inch o.c. in rows max. 60- SC-178. Grade 33 steel or min. None any combination, plates with RhinoBond Portable Plate Bonding 45.0 only) and UltraPly TPO InvisiWeld inch o.c. 2,500 psi concrete preliminarily attached Plates Tool and weighted RhinoBond Cooling Clamps. Min. 22 ga., type B, One or more layers, Firestone Heavy Duty Fasteners or UltraPly TPO bonded to UltraPly TPO InvisiWeld SC-179. Grade 33 steel or min. None any combination, Firestone Concrete Drive (concrete Max. 6-inch o.c. in rows max. 60- Plates with RhinoBond Portable Plate Bonding 82.5 only) and UltraPly TPO InvisiWeld inch o.c. 2,500 psi concrete preliminarily attached Tool and weighted Rhinoeond Cooling Clamps. Plates Min. 22 ga., type B, One or more layers, Firestone Heavy Duty Fasteners 1 per 5.33 ft2 (6 parts per 48 ft UltraPly TPO bonded to UltraPly TPO InvisiWeld SC-180. Grade 33 steel or min. None Plates with RhinoBond Portable Plate Bonding 45.0 2,500 psi concrete any combination and UltraPly TPO InvisiWeld Plates board) Per FM LPDS 1-29 Tool and weighted RhinoBond Cooling Clamps. V-Force with Min. 2.5-inch ISO 95+ Min. 22 ga., type B, 50 min. 3-inch side GL, RESISTA or Firestone Heavy Duty Fasteners Z1per4ft (8 parts per 4x8 ft UltraPly TPO bonded to UltraPly TPO InvisiWeld SC-181. ksi steel laps self -adhered ISOGARD HD and UltraPly TPO InvisiWeld Plates board) in a 24 x 24-inch grid Plates with RhinoBond Portable Plate Bonding 52.5 to top flanges of Tool and weighted RhinoBond Cooling Clamps. steel deck Composite Min. 0.25-inch SECUROCK Gypsum -Fiber Min. 2.5-inch ISO 95+ UltraPly TPO bonded to UltraPly TPO InvisiWeldMin. 22 ga., type B, 50 Roof Board GL, RESISTA or Firestone Heavy Duty Fasteners 1 per 4 ft: (8 parts per 4x8 ftSC-182. ksi steel followed by V- ISOGARD HD and UltraPly TPO InvisiWeld Plates board) in a 24 x 24-inch grid Plates with Portable Plate Bonding 52.5 Force with min. Composite tedondweightedRhinoBond Cooling Clamps. Tool and weighted 3-inch side laps self -adhered Min. 22 ga., type B, One or more layers, Firestone Heavy Duty Fasteners 1 per 4 ftz (8 parts per 4x8 ft UltraPly TPO bonded to UltraPly TPO InvisiWeld SC-183, Grade 33 steel or min. None any combination and UltraPly TPO InvisiWeld Plates board) Per FM LPDS 1-29 Plates with RhinoBond Portable Plate Bonding 60.0 2,500 psi concrete Tool and weighted RhinoBond Cooling Clamps. Firestone Heavy Duty Fasteners with alternating Rows of: Min. 22 ga., type B, One or more layers, 1.) Firestone UltraPly TPO 1 per 2 ft2 (16 parts per 4x8 ft UltraPlybonded to UltraPly InvisiWeld SC- 184. Grade 33 steel or min. None any combination InvisiWeld Plates board) in a 12 x 24-inch grid Plates with thRhinoBond Portable Plate Bonding 67.5 2, 500 psi concrete Tool and weighted RhinoBond Cooling Clamps. 2.) Firestone Insulation Fastening Plates Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #f9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 26 of 77 5;TRINITY ERD TABLE 2C-2: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C-2: PLATE -BONDED ROOF COVER System Deck Vapor & Air Attach MDP No. See Note 1) Barrier Insulation Roof Cover psf) Fasten Density /Pattern SC-185. Min. 22 ga., type B, Grade 33 steel or min. None One more layers, Firestone Heavy Duty Fasteners Z1per2.7 ft parts per 4x8 ft UltraPly TPO bonded to UltraPly TPO InvisiWeld 2,500 concrete any combination and UltraPly TPO InvisiWeld Plates board) Per FMM LPDS 1-29 Plates with RhinoBond Portable Plate Bonding 75.0 psip Tool and weighted RhinoBond Cooling Clamps. SC 186. SEC Min. 22 ga., type B, Grade 33 steel or min. None One or more layers, Firestone Heavy Duty Fasteners 1er 2 ftZ (16artser 4x8 ftpppUltraPlyTPO bonded to UltraPly TPO InvisiWeld 2,500 psi concrete P anycombination and UltraPly TPO InvisiWeld Plates board) Per FM LPDS 1-29 Plates with RhinoBond Portable Plate Bonding 105.0 Tool and weighted RhinoBond Cooling Clamps. Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 1`8970.02.08-1312 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 27 of 77 TABLE 2D-1: STEEL OR CONCRETE DECKS -NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D-1: INSULATED, MECHANICALLY ATTACHED ROOF COVER (STRESS PLATES) System Deck Insulation Roof Cover MDP No. See Note 1) Vapor & Air Barrier psf) Type Attach Membrane Fasten Attach Min. 22 ga., type B, Grade Min. 1.5-inch thick, Firestone HD Fasteners or Firestone 18-inch o.c. within 6-inch wide laps SC-187. 33 steel or structural None one or more layers, Prelim. attached UltraPly rin ConcreteDrive (concrete oly) with rispaced 72-inch o.c. Laps sealed 30.0 concrete any combination TPO Firestone Seam Plates with 1.5-inch heat weld. UltraPly TPO Barbed Seam Plates Min. 22 ga., type B, Grade Min. 1.5-inch thick, UltraPly Firestone HD Plus Fasteners with 18- inch o.c. within 5-inch wide laps SC- 188. 33 steel None one or more layers, Prelim. attached TPO Firestone HD Plus Seam Plates spaced 90-inch o.c. Laps sealed 30.0 any combination with 1.5-inch heat weld. Min. 22 ga., type B, Grade Min. 1.5-inch thick, UltraPly Firestone HD Fasteners with 12- inch o.c. within 6-inch wide laps SC- 189. 33 steel None one or more layers, Prelim. attached TPO Firestone HD Seam Plates spaced 114-inch o.c. Laps sealed 30.0 any combination with 1.5-inch heat weld. Optional for Min. 22 ga., type B, Grade Recover) Min. O.S- UltraPly Firestone HD Fasteners or Firestone 6-inch o.c. within 6-inch wide laps SC- 190. 33 steel or structural None inch thick, one or Prelim. attached Concrete Drive (concrete only) with spaced 114-inch o.c. Laps sealed 30.0 concrete more layers, any TPO XR Firestone HD Seam Plates with 1.5-inch heat weld. combination Min. 22 ga., type B, Grade Min. 1.5-inch thick, Firestone HD Plus Fasteners (steel 12- inch o.c. within 6-inch wide laps SC- 191. 33 steel or structural None one or more layers, Prelim. attached UltraPly only) or Firestone Concrete Drive spaced 142-inch o.c. Laps sealed 30.0 concrete any combination TPO concrete only) with Firestone HD with 1.5 inch heat weld. Plus Seam Plates Min. 22 ga., type B, Grade Min. 1.5-inch thick, Firestone HD Plus Fasteners (steel 18-inch o.c. within 6-inch wide laps SC- 192. 80 steel or min. 20 ga., None one or more layers, Prelim. attached UltraPly only) or Firestone Concrete Drive spaced 90-inch o.c. Laps sealed 37. 5 typeB, Grade 33 steel or mbination anycombinationTPO concrete only) with Firestone HD with 5-inch heat weld that structural concrete Plus Seam Plates encapsulates plates. Min. 22 ga., type B, Grade Min. 1.5-inch thick, UltraPly Firestone HD Plus Fasteners with 12- inch o.c. within 6-inch wide laps SC- 193. 33 steel None one or more layers, Prelim. attached TPO Firestone HD Plus Seam Plates spaced 90-inch o.c. Laps sealed 37.5 any combination with 1.5-inch heat weld. Min. 22 ga., type B, Grade Min. 1.5-inch thick, UltraPly Firestone HD Plus Fasteners with 12- inch o.c. within 6-inch wide laps SC- 194. 33 steel None one or more layers, Prelim. attached TPO Firestone HD Plus Seam Plates spaced 114-inch o.c. Laps sealed 37.5 any combination with 1.5-inch heat weld. Min. 2-inch ISO 95+ See Note 2 (HD Min. 22 ga., type B, 60 ksi V- Force with min. 3-inch GL , RESISTA or only) 1 per 5.3 ft, UltraPly Firestone HD Fasteners with 12- inch o.c. within 6-inch wide laps SC- 195. steel side laps self -adhered to ISOGARD HD 24x36- inch grid, 12- TPO Firestone HD Seam Plates spaced 142-inch o.c. Laps sealed 37.5 top flanges of steel deck inch from board with 1.5-inch heat weld. Compositeedges Min. 22 ga., type B, Grade Min. 1.5-inch thick, Firestone HD Fasteners or Firestone 12- inch o.c. within 6-inch wide laps SC- 196. 33 steel or structural None one or more layers, Prelim. attached UltraPly rin ri ConcreteDrive (concrete oly) with spaced 72- inch o.c. Laps sealed 45.0 concrete any combination TPO Firestone Seam Plates with 1. 5 inch heat weld. UltraPly TPO Barbed Seam Plates Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 1`8970.02.08-1312 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 28 of 77 TABLE 2D-1: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D-1: INSULATED, MECHANICALLY ATTACHED ROOF COVER (STRESS PLATES) System Deck Insulation Roof Cover MDP No. See Note 1 Vapor &Air Barrier psf) T ype Attach Membrane Fasten Attach Min. 22 ga., type B, Grade 80 steel or min20 ga., Min. 1.5-inch thick, UltraPly Firestone HD Fasteners or Firestone 12-inch o.c. within 6-inch wide laps SC- 197. type 8, Grade steel or None one or more layers, Prelim. attached TPO Concrete Drive (concrete only) with spaced 90-inch o.c. Laps sealed 45.0 structural concrete any combination Firestone HD Seam Plates with 1.5-inch heat weld. Min. 22 ga., type B, Grade Min. 0.5-inch thick, Firestone HD Plus Fasteners (steel 12- inch o.c. within 6-inch wide laps SC- 198. 33 steel or structural None one or more layers, Prelim. attached UltraPly only) or Firestone Concrete Drive spaced 90-inch o.c. Laps sealed 45.0 concrete any combination TPO concrete only) with Firestone HD with 1.5-inch heat weld. Plus Seam Plates Min. 22 ga., type B, Grade Firestone HD Fasteners or Firestone 12- inch o.c. within 6-inch wide laps 80 steel or min. 20 ga., Min. 1.5-inch thick, UltraPly Concrete Drive (concrete only) with spaced 90-inch o.c. Laps sealed SC- 199. type B, Grade 33 steel or None one or more layers, Prelim. attached TPO Firestone HD Seam Plates or with 5-inch heat weld that 45. 0 structural concrete any combination UltraPly TPO Wide Weld Seam encapsulates plates. PlatesMin. 22 ga., type B, Grade Firestone HD Plus Fasteners (steel 80 steel or min. 20 ga., Min. thick, UltraPly only) or Firestone Concrete Drive o. c. within wide laps SC- 200. type B, Grade 33 steel or ypNone one or more layers, rmorePrelim. attached TPO concrete only) with Firestone HD spacednch . inch spaced 114-inch o.c. Laps sealed 45.0 structural concrete any combination Plus Seam Plates with 1.5-inch heat weld. Min. 22 ga., type B, Grade Firestone HD Plus Fasteners (steel 12- inch o.c. within 6-inch wide laps 80 steel or min. 20 ga., Min. 1.5-inch thick, UltraPly only) or Firestone Concrete Drive spaced 114-inch o.c. Laps sealed SC-201. type B, Grade 33 steel or None one or more layers, Prelim. attached TPO concrete only) with Firestone HD with 5-inch heat weld that 45. 0 structural concrete any combination Plus Seam Plates or UltraPly TPO encapsulates plates. WideWeldSeamPlatesSC- 202. Min. 22 ga., type B, 60 ksi V- Force with min. 3-inch la Min. 0.5-inch ISO 9S+ GL See Note 2 (HD 1 8 ftz UltraPly Firestone HD Fasteners with 12- inch o.c. within 6-inch wide laps steel side p s self -adhered to RESISTA or only) Y) per TPO Firestone HD Seam Plates spaced 114-inch o.c. Laps sealed 45.0 top flanges of steel deck ISOGARD HD 2402-inch grid with 1.5-inch heat weld. Min. 22 ga., type B, Grade Min. 1.5-inch thick, Firestone HD Fasteners or Firestone 6- inch o.c. within 6-inch wide laps SC- 203. 33 steel or structural None one or more layers, Prelim. attached UltraPly Concrete Drive (concrete Only) with spaced 72-inch o.c. Laps sealed 52.5 concrete any combination TPO Firestone HD Seam Plates or with 1.5-inch heat weld. UltraPly TPO Barbed Seam Plates Min. 22 ga., type B, Grade Min. 0.5-inch thick, Firestone HD Fasteners or Firestone 6-inch o.c. within 6-inch wide laps SC- 204. 33 steel or structural None one or more layers, Prelim. attached UltraPly Concrete Drive (concrete only) with spaced 114-inch o.c. Laps sealed 52.5 concrete any combination TPO Firestone HD Seam Plates with 1.5-inch heat weld. Min. 0.25-inch SC- 20S. 50 ksi typeBMin. 22 ga., , SECUROCK Gypsum -Fiber Roof Board followed by Min, 3-inch I50 95+ See Note 2 (HD 1 4 ftz UltraPly Firestone HD Fasteners with 12- inch o.c. within 6-inch wide laps steel GL or RESISTA only) per TPO Firestone HD Seam Plates spaced 114-inch o.c. Laps sealed 52.5 V- Force with min. 3-inch 24x24-inch grid with 1.5-inch heat weld. side laps self -adhered Exterior Research and Design, LLC. d/b/a Trinity 1 ERD Evaluation Report F8970.02.08-1112 for FL10264-1312 Certificate of Authorization #9503 Revision 12: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 29 of 77 TABLE 2D-1: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D-1: INSULATED, MECHANICALLY ATTACHED ROOF COVER (STRESS PLATES) System Deck Insulation Roof Cover MDP No. See Note 1) Vapor & Air Barrier psf) Type Attach Membrane Fasten Attach See Note 2 (HD Min. 22 a., type B, 60 ksigyp V-Force with min. 3-inch Min. 0.5-inch ISO 95+ only) 1 per 5.3 ftz UltraPly Firestone HD Fasteners with 12-inch o.c. within 6-inch wide laps SC-206. steel side laps self -adhered to GL, RESISTA or 24x36-inch grid, 12- TPO Firestone HD Seam Plates spaced 142-inch o.c. Laps sealed 52.5 top flanges of steel deck ISOGARD HD inch from board with 1.5-inch heat weld. edges Min. 22 ga., type B, Grade Min. 1.5-inch thick, UltraPly Firestone HD Fasteners or Firestone 6-inch o.c. within 6-inch wide laps SC-207. 80 steel or structural None one or more layers, Prelim. attached Concrete Drive (concrete only) with spaced 142-inch o.c. Laps sealed 52.5 concrete any combination TPO Firestone HD Seam Plates with 1.5-inch heat weld. Min. 22 ga., type B, 50 ksi Min. 0.5-inch thick, UltraPly Firestone HD Fasteners with 6-inch o.c. within 7-inch wide laps SC-208. steel None one or more layers, Prelim. attached TPO Firestone HD Seam Plates spaced 89-inch o.c. Laps sealed 60.0 any combination with 1.5-inch heat weld. Min. 22 a., type B, 50 ksigyp Min. 0.5-inch thick, UltraPly TPO, min. Firestone HD Fasteners with 6-inch o.c. within 6-inch wide Zaps SC-209. steel None one or more layers, Prelim. attached nominal Firestone HD Seam Plates spaced 114-inch o.c. Laps sealed 60.0 any combination 60-mil with 1.5-inch heat weld. Min. 22 ga., type B, Grade Min. 1.5-inch thick, Firestone HD Plus Fasteners (steel 6-inch o.c. within 6-inch wide laps SC-210. 33 steel or structural None one or more layers, Prelim. attached UltraPly only) or Firestone Concrete DriveTPOspaced142-inch o.c. Laps sealed 60.0 concrete any combination concrete only) with Firestone HD with 1.5-inch heat weld. Plus Seam Plates Min. 22 ga., type B, Grade Min. 0.5-inch thick, Firestone HD Plus Fasteners (steel 6-inch o.c. within 6-inch wide laps SC-211. 33 steel or structural None one or more layers, Prelim. attached UltrTPO only) or Firestone Concrete Drive spaced 114-inch o.c. Laps sealed 67.5 concrete any combination concrete concrete only) with Firestone HD with 1.5-inch heat weld. Plus Seam Plates Min. 22 ga., type B, Grade Min. 1.5-inch thick, Firestone HD Plus Fasteners (steel 6-inch o.c. within 6-inch wide laps SC-212. 33 steel or structural None one or more layers, Prelim. attached UltraPly only) or Firestone Concrete Drive spaced 90-inch o.c. Laps sealed 82 5 concrete any combination TPO concrete only) with Firestone HD with 5-inch heat weld that Plus Seam Plates encapsulates plates. Min. 3-inch ISO 95+ See Note 2 (HD Min. 22 ga., type B, 60 ksi Two (2) layers, V-Force GL, RESISTA or only) 1 per 5.3 ft2 UltraPly Firestone HD Fasteners with 12-inch o.c. within 6-inch wide laps SC-213. steel with min. 3-inch side laps ISOGARD HD 24x36-inch grid, 12- TPO Firestone HD Seam Plates spaced 142-inch o.c. Laps sealed 82.5 self -adhered Composite inch from board with 1.S-inch heat weld. edges Min. 22 ga., type B, Grade Min. 1.5-inch thick, Firestone HD Plus Fasteners (steel 6-inch o.c. within 6-inch wide laps SC-214. 80 steel or min. 20 ga., None one more layers, Prelim. attached UltraPly only) or Firestone Concrete Drive spaced 90-inch o.c. Laps sealed 90.0typeB, Grade 33 steel or mbinationanycombination TPO concrete only) with Firestone HD with 5-inch heat weld that structural concrete Plus Seam Plates encapsulates plates. Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-1112 for FL10264-1112 Revision 12: 04/09/2015 Appendix 1, Page 30 of 77 TTRINITYIERD TABLE 213-2: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D-1: INSULATED, MECHANICALLY ATTACHED ROOF COVER (BATTENS) System Deck Insulation Roof Cover MDP No. See Note 1) Type Attach Membrane Fasten Attach psf) Min. 22 ga., type B, Min. inch thick, oneers, Prelim. Firestone HD Fasteners or Firestone Fasteners 12-inch o.c. through batten within 6-inch wide laps SC-215. Grade 33 steel or lmorelay any combinationay attached UltraPly TPO Concrete Drive (concrete only) with spaced 90-inch o.c. Laps sealed with 5-inch heat weld that 30.0 structural concrete Firestone Polymer Batten Strip encapsulates batten. Min. 22 ga., type B, Prelim, Firestone HD Plus Fasteners with Fasteners 12-inch o.c. through batten within 6-inch wide laps SC-216. Grade 33 steel Min. 1.5-Inch thick ISO 95+GL attached UltraPly TPO Firestone Coiled Metal Batten Strip spaced 142-inch o.c. Laps sealed with 5-inch heat weld that 30.0 encapsulates batten. Min. 22 ga., type B, Min, inch thick, one or Prelim. Firestone HD Fasteners with Firestone Fasteners 12-inch o.c. through batten within 6-inch wide laps SC-217. Grade 33 steel more layers, any combinationlay attached UltraPly TPO Coiled Metal Batten Strip spaced 90-inch o.c. Laps sealed with 5-inch heat weld that 37.5 , encapsulates batten. UltraPly QuickSeam R.M.A. Strips with UltraPly QuickSeam R.M.A. Strips are applied over the Min. 22 ga., type B, Min. 1.5-inch thick, one or Prelim. Firestone HD Fasteners or Firestone insulation spaced 72-inch o.c. The batten is centered over SC-218. Grade 33 steel or more layers, any combination attached UltraPly TPO Concrete Drive (concrete only) with each strip and fastened 12-inch o.c. Roof cover adhered to 37.5 structural concrete each strip by first priming with Single -Ply QuickPrime PrimerFirestonePolymerBattenStrip at the strip location, then rolling into place with a hand roller. Min. 22 ga., type B, Grade 80 steel or Min. 1.5-inch thick, one or Prelim. Firestone HD Plus Fasteners (steel only) or Fasteners 12-inch o.c. through batten within 6-inch wide laps SC-219. min. 20 ga., type B, more layers, any combination attached UltraPly TPO Firestone Concrete Drive (concrete only) spaced 90-inch o.c. Laps sealed with 5-inch heat weld that 45.0 Grade 33 steel or with Firestone Coiled Metal Batten Strip encapsulates batten. structural concrete UltraPly QuickSeam R.M.A. Strips are applied over the Min. 22 ga., type B, Min. 1.5-inch thick, one or Prelim. UltraPly QuickSeam R.M.A. Strips with insulation spaced 120-inch o.c. The batten is centered over SC- 220. Grade 33 steel or more layers, any combination attached UltraPly TPO Firestone HD Fasteners with Firestone each strip and fastened 6-inch o.c. Roof cover adhered to 45.0 structural concrete Coiled Metal Batten Strip each strip by first priming with UltraPly TPO QuickPrime at the strip location, then rolling into place with a hand roller. Min. 22 ga., type B, Min. 1.5-inch thick, one or Firestone HD Fasteners with Firestone Fasteners 6-inch o.c. through batten within 6-inch wide laps SC- 221. Grade 80 steel or more layers, any combination Loose Laid UltraPly TPO Coiled Metal Batten Strip spaced 142-inch o.c. Laps sealed with 5-inch heat weld that 52.5 structural concrete encapsulates batten. Min. 22 ga., type B, Grade 80 steel or Firestone HD Fasteners or Firestone Fasteners 6-inch o.c. through batten in field of the roof SC- 222. min. 20 ga., type B, Min. 1.5-inch thick, one or Prelim. UltraPly TPO Concrete Drive (concrete only) with spaced 144-inch o.c. Battens sealed with 5-inch wide cover 60. 0 Grade steel more layers, any combination attached Firestone Batten Strip or Coiled Metal strip, with 1.5-inch heat weld on each side of the strip or by structural lconcrete Batten Strip applying Firestone TPO QuickSeam Flashing atop batten. Min. 22 ga., type B, Grade 80 steel or Min. 1.5-inch thick, one or Prelim. Firestone HD Fasteners or Firestone Fasteners 6-inch o.c. through batten within 6-inch wide laps SC- 223. min. 20 ga., type B, more layers, any combination attached UltraPly TPO Concrete Drive (concrete only) with spaced 114-inch o.c. Laps sealed with 5-inch heat weld that 60.0 Grade 33 steel or Firestone Polymer Batten Strips encapsulates batten. structural concrete Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-1312 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 31 of 77 ER© TABLE 2D-2: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D-1: INSULATED, MECHANICALLY ATTACHED ROOF COVER (BATTENS) System Deck Insulation Roof Cover MDP No. See Note 1) Type Attach Membrane Fasten Attach psf) Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-224. Min. 22 ga., type B, Min. 1.5-inch thick, one or Prelim. UltraPly TPO Firestone HD Plus Fasteners with spaced 142-inch o.c. Laps sealed with 5-inch heat weld that 60.0 Grade 33 steel more layers, any combination attached Firestone Coiled Metal Batten Strip encapsulates batten. Min. 22 ga., type B, Firestone HD Fasteners or Firestone Fasteners 6-inch o.c. through batten within 6-inch wide laps SC 225. Grade steel Min. 1.5-inch thick, one or Prelim. UltraPly TPO Concrete Drive (concrete only) with spaced Laps sealed with 5 inch heat weld that 67.5 more layers, any combination attached Firestone Coiled Metal Batten Strip or ra restructuralconcrete Firestone Polymer Batten Strip encapsulates batten. latinchbato.cten. Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-226. Min. 22 ga., type B, Min. 1.5-inch thick, one or Prelim. UltraPly TPO Firestone HD Plus Fasteners with spaced 114-inch o.c. Laps sealed with 5-inch heat weld that 67.5 Grade 33 steel more layers, any combination attached Firestone Coiled Metal Batten Strip encapsulates batten. Firestone HD Fasteners or Firestone Min. 22 ga., type B, Concrete Drive (concrete only) with Grade 80 steel or Firestone Batten Strip or Coiled Metal Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-227. min. 20 ga., type B, Min. inch thick, one or Prelim. UltraPly TPO Batten Strip or Firestone HD Plus spaced 114-inch o.c. Laps sealed with 5-inch heat weld that 75.0 Grade 33 steel or amorelayers, any combinationl attached Fasteners (steel only) or Firestone encapsulates batten. structural concrete Concrete Drive (concrete only) with Firestone Polymer Batten Strip Min. 22 ga., type B, Firestone HD Plus Fasteners (steel only) or, Fasteners 6-inch o.c. through batten within 6-inch wide laps Min. 1.5-inch thick, one or Prelim. Firestone Concrete Drive (concrete only) SC 228. Grade steel UltraPly TPO spaced Laps sealed with 5-inch heat weld that' 82.5 ra restructuralconcrete more layers, any combination attached with Firestone Batten Strip or Coiled encapsulates batten. latinchbato.cten. Metal Batten Strip Min. 22 ga., type B, Min. 1.5-inch thick, one or Firestone HD Plus Fasteners (steel only) Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-229. Grade 80 steel more layers, any combination Loose Laid UltraPly TPO with Firestone %" Polymer Batten Strips spaced 68-inch o.c. Laps sealed with 5-inch heat weld that 82.5 encapsulates battens. Min. 22 ga., type B, Fasteners through batten within inch wide laps SC-230. Grade 80 steel or Min. 1.5-inch thick, one or Prelim. UltraPly TPO Firestone HD Fasteners with Firestone inch .c. o. spaced hLapssealedwith5-inch heat weld that 90.0 min. 20 ga., type B, more layers, any combination attached Coiled Metal Batten Strip launchbatten. encapsulates batten. Grade 33 steel Min. 22 ga., type B, Firestone HD Plus Fasteners (steel only) Grade 80 steel or Min. 1.5-inch thick, one or Prelim. or Firestone Concrete Drive (concrete Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-231. min. 20 ga., type B, more layers, any combination attached UltraPly TPO only) with Firestone Batten Strip or Coiled spaced 90-inch o.c. Laps sealed with 5-inch heat weld that 97.5 Grade 33 steel or encapsulates batten. structural concrete Metal Batten Strip Firestone HD Plus Fasteners (steel only) Min. 22 ga., type B, Min. 1.5-inch thick, one or Prelim. or Firestone Concrete Drive (concrete Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-232. Grade steel more layers, any combination attached UltraPly TPO only) with Firestone Coiled Metal Batten spaced Laps sealed with 5 inch heat weld that 112.5 ra restructuralconcrete latinchbato.cten. encapsulates batten. Strip Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970.02.08-R12 for FL10264-R12 Certificate of Authorization #9503 Revision 12: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 32 of 77 J TRINITY I ERD TABLE 213-2: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D-1,: INSULATED, MECHANICALLY ATTACHED ROOF COVER (BATTENS) System Deck Insulation Roof Cover MOP No. See Note 1) Type Attach Membrane Fasten Attach psf) Min. 0.5-inch Dens Deck, Dens Deck Prime or SECUROCK Min. 22 ga., type B, Gypsum -Fiber Roof Board Prelim. Firestone HD Plus Fasteners (steel only) Fasteners 6-inch o.c. through batten within 6-inch wide laps SC-233. Grade 33 steel loose laid over min. 1.5-inch attached UltraPly TPO with Firestone Coiled Metal Batten Strip spaced 54-inch o.c. Laps sealed with 5-inch heat weld that 112.5 thick, one or more layers, any encapsulates batten. combination Lap Row: Fasteners 6-inch o.c. through battens within 6-inch wide laps spaced 142-inch o.c. Laps sealed with 5-inch heat weld that encapsulates the batten. Min. 22 ga., type B, Min. 1.5-inch thick, one or Firestone HD Plus Fasteners (steel only) SC-234. Grade 80 steel more layers, any combination Loose Laid UltraPly TPO with Firestone %" Polymer Batten Strips Field Row: Fasteners 6-inch o.c. through battens in one 135.0 intermediate row between laps. Batten strips covered with 5-inch wide UltraPly TPO strips sealed on both sides with 1.5- inch heat weld. TABLE 2E: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D-2: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER Deck Insulation Base Sheet MOP System No. Roof Cover /Adhesive Type Attach Type Fasten AttachSeeNote1) psf) Min. 22 ga., type B, Min. 1-inch thick, one or Max. 12-inch o.c. at the min. 3.4-inch laps UltraPly TPO XR / XR Stick, 12-inch SC-235. Grade 33 steel or more layers, any Loose Laid SBS Base See Note 2 12-inch o.c. at two (2) equally spaced, o.c. Ribbons centered between 37.5* structural concrete combination staggered center rows base sheet fastener rows Min. 22 ga., type B, Min. 1-inch thick, one or Max. 12-inch o.c. at the min. 3.4-inch laps UltraPly TPO XR / XR Stick, 12-inch SC-236. Grade 33 steel or more layers, any Loose Laid SBS Base See Note 2 12-inch o.c. at two (2) equally spaced, o.c. Ribbons placed atop stress 45.0* structural concrete combination staggered center rows plates in base sheet fastener rows Min. 22 ga., type B, Min. 0.5-inch thick, one or Max. 12-inch o.c. at the min. 2-inch laps 12- SC-237. Grade 33 steel or more layers, any Loose Laid MB Base See Note 2 inch o.c. at two (2) equally spaced, staggered UltraPly TPO XR / Hot asphalt 45.0* structural concrete combination center rows Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 1`8970.02.08-1112 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 33 of 77 TABLE 3A-1: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A -IA: BONDED INSULATION, BONDED ROOF COVER System Deck Primer Base Insulation Layer Top Insulation Layer MDP No. See Note 1 Type Attach Type Attach Roof Cover Adhesive Psf ) ULTRAPLYTPOSYSTENIS- Er .\ 3",., 4a' ,t is l Min. 2,500 Min. 1.5-inch ISO 95+ GL UltraPly TPO / UP -BA, LVOC- C-1 ASTM D41 with optional Tapered ISO Hot Asphalt Min. 0.5-inch Firestone FiberTop C or S Hot Asphalt 135.0psiconcrete95+ GL BA-1168 C 2 Min. 2,500 ASTM D41 Min. 1.5-inch ISO 95+ GL Hot Asphalt Optional) Tapered ISO 95+ GL Hot asphalt UltraPly TPO / UP -BA, LVOC- 180.0psiconcreteorRESISTABA-1168 Min. 2,500 Min. 1.5-inch ISO 95+ GL Min. 0.25-inch Dens Deck, Dens Deck Prime or SECUROCKC-3 ASTM D41 with optional Tapered ISO Hot Asphalt Hot Asphalt UltraPly TPO / UP -BA 195.0psiconcrete 95+ GL Gypsum -Fiber Roof Board Min. 2,500 Min. 1.5-inch ISO 95+ GL Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber UltraPly TPO / LVOC-BA- C 4 psi concrete ASTM D41 with optional Tapered ISO Hot Asphalt Roof Board Hot Asphalt 1168 195.0 95+ GL C-5 Min. 2,500 None Min. 1.5-inch ISO 95+ GL I.S.O. Twin Pack Optional) Additional layers of base insulation I.S.O. Twin Pack UltraPly TPO / UP -BA, LVOC- 165.0 psi concrete or RESISTA BA-1168, LVOC-BA C-6 Min. 2,500 None Min. 1.5-inch ISO 95+ GL I.S.O. Twin Pack, Optional) Additional layers of base insulation I.S.O. Twin Pack, UltraPly TPO / UP -BA, LVOC- 240.0 psi concrete or RESISTA 8-inch o.c. 8-inch o.c. BA-1168 C-7 Min. 2500 None Min. 1.5-inch ISO 95+ GL I.S.O. Twin Pack, Optional) Additional layers of base insulation I.S.O. Twin Pack, UltraPly TPO / ULIP -BA, LVOC- 285.0 psi concrete 4-inch o.c. 4-inch o.c. BA-1168 Min. 2,500 C 8 None Min. 1.5-inch RESISTA I.S.O. Twin Pack Optional) Additional layers of base insulation I.S.O. Twin Pack UltraPly TPO / WBBA-P 165.0 psi concrete C 9 Min. 2,500 None Min. 1.5-inch RESISTA I.S.O. Twin Pack, Optional) Additional layers of base insulation I.S.O. Twin Pack, UltraPly TPO /WBBA-P 240.0psiconcrete8-inch o.c. 8-inch o.c. C-10 Min. 2,500 None Min. 1.5-inch RESISTA I.S.O. Twin Pack, Optional) Additional layers of base insulation I.S.O. Twin Pack , UltraPly TPO /WBBA-P 247.5psiconcrete6-inch o.c. 6-inch o.c. C-11 Min. 2,500 None Min. 1.5-inch RESISTA I.S.O. Twin Pack, Optional) Additional layers of base insulation I.S.O. Twin Pack, UltraPly TPO / UP -BA, LVOC- 360.0psiconcrete5-inch o.c. 6-inch o.c. BA-1168, LVOC-BA Min. 2,500 None Min. 1-inch RESISTA I.S.O. Twin Pack Min. 1-inch RESISTA I.S.O. Twin Pack UltraPly TPO / LVOC-BA- 450.0 psi concrete 11681168 Min. 2,500 Min. two layers min. 1.5- UltraPly TPO / LVOC-BA- C-13 psi concrete None inch ISO 95+ GL I.S.O. Twin Pack Min. 0.5-inch FiberTop C or S I.S.O. Twin Pack 1168 210.0 C-14 Min. 2,500 None Min. 1.5-inch ISO 95+ GL I.S.O. Twin Pack Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber I.S.O. Twin Pack UltraPly TPO / UP -BA, LVOC- 127.5psiconcreteRoofBoardBA-1168 C-15 Min. 2,500 None Min. 1.5 inch ISO 95+ GL I.S.O. Twin Pack Min. 0.25-inch Dens Deck or SECUROCK Gypsum -Fiber Roof I.S.O. Twin Pack UltraPly TPO / UP -BA 157.5psiconcreteBoard Min. 2,500 None Min. 1.5-inch ISO 95+ GL I.S.O. Twin Pack, Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber I.S.O. Twin Pack, UltraPly TPO / UP -BA, LVOC- psi concrete 8-inch o.c. Roof Board 8-inch o.c. BA-1168 187.5 Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 1`8970.02.08-1312 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 34 of 77 TABLE 3A-1: CONCRETE DECKS - NEW CONSTRUCTION oR REROOF (TEAR -OFF) SYSTEM TYPE A-1A: BONDED INSULATION, BONDED ROOF COVER System Deck Primer Base Insulation Layer Top Insulation Layer MDP No. See Note 1) T eType Attach TType Attach Roof Cover / Adhesive sfp ) Min. 2,500 Two layers min. 1.5-inch I.S.O. Twin Pack, Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber I.S.O. Twin Pack, C-17 None UltraPly TPO / UP -BA 195.0 psi concrete ISO 95+ GL 8-inch o.c. Roof Board 8-inch o.c. Min. 2,500 I.S.O. Twin Pack, Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber I.S.O. Twin Pack, UltraPly TPO / UP -BA, LVOCC18NoneMin. 1.5-inch ISO 95+ GL 247.5 psi concrete 4-inch o.c. Roof Board 4-inch o.c. BA-1168 Min. 2,500 Min. two layers min. 1.5- Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber UltraPly TPO / LVOC-BA- C-19 psi concrete None inch ISO 95+ GL I.S.O. Twin Pack Roof Board I.S.O. Twin Pack 1168 262.5 Min. 2,500 One or more layers, min. C-20 None I.S.O. Twin Pack Min. 0.5-inch ISOGARD HD I.S.O. Twin Pack UltraPly TPO / WBBA-P 222.5 psi concrete 1.5-inch 150 95+ GL Min. 2,500 One or more layers, min. UltraPly TPO / UP -BA, C-21 None I.S.O. Twin Pack Min. 0.5-inch ISOGARD HD I.S.O. Twin Pack 247 5 psi concrete 1.5-inch ISO 95+ GL LVOC-BA-1168 Min. 2,500 UltraPly TPO / UP -BA, LVOC- C 22 None Min. 0.5-inch ISOGARD HD I.S.O. Twin Pack None N/A 300.0 psi concrete BA-1168, WBBA-P Min. 2,500 UltraPly TPO / UP -BA, LVOC- C-23 None Min. 1.5-inch ISO 95+ GL 3M CR-20 Optional) Additional layers base insulation 3M CR-20 270.0 psi concrete BA-1168 Min. 2,500 Min. 0.25-inch Dens Deck or SECUROCK Gypsum -Fiber Roof C 24 None Min. 1.5-inch ISO 95+ GL 3M CR-20 3M CR-20 UltraPly TPO / UP -BA 195.0 psi concrete Board Min. 2,500 Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber UltraPly TPO / UP -BA, LVOC- C-25 None Min. 1.5-inch ISO 95+ GL 3M CR-20 3M CR-20 240.0 psi concrete Roof Board BA-1168 Min. 2,500 Min. 1.5-inch ISO 95+ GL UltraPly TPO / UP -BA, LVOC- None I.S.O. Stick Optional) Additional layers of base insulation I.S.O. Stick 150.0 psi concrete or RESISTA BA-1168 Min. 2,500 C 27 None Min. 1.5-inch RESISTA I.S.O. Stick Optional) Additional layers of base insulation I.S.O. Stick UltraPly TPO / WBBA-P 150.0 psi concrete Min. 2,500 I.S.O. Stick, 6- I.S.O. Stick, 6- C 28 None Min. 1.5-inch RESISTA Optional) Additional layers of base insulation UltraPly TPO / WBBA-P 247.5 psi concrete inch o.c. inch o.c. Min. 2,500 I.S.O. Stick, 6- I.S.O. Stick, 6- UltraPly TPO / UP -BA, LVOC- C 29 None Min. 1.5-inch RESISTA Optional) Additional layers of base insulation 360.0 psi concrete inch O.C. inch o.c. BA-1168, LVOC-BA C-30 Min. te None Min. 1-inch RESISTA I.S.O. Stick Min. 1-inch RESISTA I.S.O. Stick UltraPly TPO / LVOC BA- 450.0 psi concrete 1168 Min. 2,500 Min. two layers min. 1.5- UltraPly TPO / LVOC-BA- C-31 None I.S.O. Stick Min. 0.5-inch FiberTop C or 5 I.S.O. Stick 210.0 psi concrete inch ISO 95+ GL 1168 Min. 2,500 Min. 0.25-inch Dens Deck, Dens Deck Prime or SECUROCK C 32 None Min. 1.5-inch ISO 95+ GL I.S.O. Stick I.S.O. Stick UltraPly TPO / UP -BA 150.0 psi concrete Gypsum -Fiber Roof Board Min. 2,500 Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber UltraPly TPO / LVOC-BA- C-33 None Min. 1.5-inch ISO 95+ GL I.S.O. Stick I.S.O. Stick 150.0psiconcreteRoofBoard1168 Min. 2,500 Min. two layers min. 1.5- Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber UltraPly TPO / LVOC-BA- C-34 psi concrete None inch ISO 95+GL I.S.O. Stick Roof Board I.S.O. Stick 1168 262.5 Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization tt9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 35 of 77 PTRINITY1ERD TABLE 3A-1: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A -IA: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer MOP No. See Note 1) Primer Type Attach Type Attach Roof Cover / Adhesive psf) C-35 Min. 2,500 None One or more layers, min. I.S.O. Stick Min. 0.5-inch ISOGARD HD I.S.O. Stick UltraPly TPO / WBBA-P 247.5 psi concrete 1.5-inch ISO 95+ GL Min. 2,500 One or more layers, min. UltraPly TPO / UP -BA, LVOC- C-36 psi concrete None 1.5-inch ISO 95+ GL I.S.O. Stick Min. 0.5-inch ISOGARD HD I.S.O. Stick BA-1168 300.0 Min. 2,500 I.S.O. Stick, 6- I.S.O. Stick, 6- UltraPly TPO / UP -BA, LVOC- C 37 None Min. 1.5-inch RESISTA Min. 0.5-inch ISOGARD HD 360.0 psi concrete inch o.c. inch o.c. BA-1168, LVOC-BA Min. 2,500 None Min. 0.5 inch ISOGARD HD I.S.O. Stick None N/A UltraPly TPO / UP -BA, LVOC- 405.0 psi concrete BA-1168, WBBA-PBA-1168, C-39 Min. 2,500 None Min. 1.5-inch RESISTA I.S.O. FIX II, 6 Optional) Additional layers of base insulation I.S.O. FIX II, 6- UltraPly TPO /WBBA-P 247.5 psi concrete inch o.c. inch o.c. Min. 2,500 I.S.O. FIX II, 6 I.S.O. FIX II, 6- UltraPly TPO / UP -BA, LVOCC40NoneMin. 1.5-inch RESISTA Optional) Additional layers of base insulation 360.0 psi concrete inch o.c. inch o.c. BA-1168, LVOC-BA Min. 2,500 UltraPly TPO / LVOC-BA- C-41 None Min. 1-inch RESISTA I.S.O. FIX II Min. 1-inch RESISTA I.S.O. FIX II 450.0 psi concrete 1168 Min. 2,500 Min. two layers min. 1.5- UltraPly TPO / LVOC-BA- C 42 psi concrete None inch ISO 95+ GL I.S.O. FIX II Min. 0.5 inch FiberTop C or S I.S.O. FIX II 1168 210.0 Min. 2,500 Min. two layers min. 1.S- Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber UltraPly TPO / LVOC-BA- C 43 psi concrete None inch ISO 95+ GL I.S.O. FIX II Roof Board I.S.O. FIX II 1168 262.5 C 44 Min. 2,500 None One or more layers, min. I.S.O. FIX II Min. 0.5-inch ISOGARD HD I.S.O. FIX II UltraPly TPO /WBBA-P 135.0 psi concrete 1.5-inch ISO 95+ GL C 45 Min. 2,500 None Min. 0.5 inch ISOGARD HD I.S.O. FIX II, 4- None N/A UltraPly TPO /WBBA-P 135.0 psi concrete inch o.c. Min. 2,500 I.S.O. FIX II, 4- UltraPly TPO / UP -BA, LVOC- C-46 psi concrete None Min. 0.5-inch ISOGARD HD inch o.c. None N/A BA-1168 247.5 Min. 2,500 One or more layers, min. UltraPly TPO / UP -BA, LVOC- C 47 psi concrete None 1.5-inch ISO 95+ GL I.S.O. FIX II Min. 0.5-inch ISOGARD HD I.S.O. FIX II BA-1168 300.0 Min. 2,500 I.S.O. FIX II, 6 I.S.O. FIX II, 6- UltraPly TPO / UP -BA, LVOC- C 48 psi concrete None Min. 1.5 inch RESISTA inch o.c. Min. 0.5-inch ISOGARD HD inch o.c. BA-1168, LVOC-BA 360.0 C 49 Min. 2,500 None Min. 0.5-inch ISOGARD HD I.S.O. FIX II, 4- None N/A UltraPly TPO / LVOC-BA 360.0 psi concrete inch o.c. Min. 2,500 Optional) Additional layers of base insulation and/or min. C-50 psi concrete None Min. 1-inch ISO 95+ GL I.S.O. Spray S 0.5-inch Tapered ISO 95+ GL I.S.O. Spray S UltraPly TPO / WBBA-P 45.0 Min. 2,500 Optional) Additional layers of base insulation and/or min. C-51 psi concrete None Min. 1-inch RESISTA I.S.O. Spray S 0.5-inch Tapered RESISTA I.S.O. Spray S UltraPly TPO / WBBA-P 247.5 Min. 2,500 Min. 1-inch ISO 95+ GL or Optional) Additional layers of base insulation and/or min. UltraPly TPO / UP -BA, LVOC- C-52 psi concrete None RESISTA I.S.O. Spray S 0.5-inch Tapered ISO 95+ GL or Tapered RESISTA I.S.O. Spray S BA-1168, LVOC-BA 277 5 Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 36 of 77 J 1 t(INITY ERD TABLE 3A-1: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1A: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer MOP No. See Note 1) Primer Type Attach Type Attach Roof Cover /Adhesive psf) C-53 Min. 2,500 None Min. 1.5-inch RESISTA I.S.O. Spray S, 6- Optional) Additional layers of base insulation I.S.O. Spray S, 6- UltraPly TPO / UP -BA, LVOC 360.0 psi concrete inch o.c. inch o.c. BA-1168, LVOC-BA C-54 Min. 2,500 None Min. 1-inch RESISTA I.S.O. Spray 5 Min. 1-inch RESISTA I.S.O.Spray S UltraPly TPO / LVOC-BA- 450.0 psi concrete 1168 Min. 2,500 Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch C-55 None I.S.O. Spray S Tapered ISO 95+GL or Tapered RESISTA; Min. 0.5-inch I.S.O. Spray 5 UltraPly TPO / WBBA-P 135.0 psi concrete RESISTA ISOGARD HD Min. 2,500 Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO / UP -BA, LVOC- C-56 None I.S.O. Spray S Tapered ISO 95+GL or Tapered RESISTA; Min. 0.5-inch I.S.O. Spray S 277.5 psi concrete RESISTA ISOGARD HD BA-1168, LVOC-BA Min. 2,500 Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO / UP -BA, LVOC- C-57 None I.S.O. Spray S Tapered ISO 95+GL or Tapered RESISTA; Min. 0.5-inch I.S.O. Spray S 60.0 psi concrete RESISTA FiberTop C or S BA Min. 2,500 Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch C-58 None I.S.O. Spray S Tapered ISO 95+GL or Tapered RESISTA; Min. 0.S-inch I.S.O. Spray S UltraPly TPO / WBBA-P 135.0 psi concrete RESISTA FiberTop C or S Optional additional layers of base insulation or min. 0.5-inch Min. 2,500 Min. 1-inch ISO 95+ GL or UltraPly TPO / LVOC-BA- C-59 psi concrete None RESISTA I.S.O. Spray S Tapered ISO 95+GL or Tapered RESISTA; Min. 0.5-inch I.S.O. Spray S 1168 262.5 FiberTop C or S Min. 2,500 Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch C-60 psi concrete None RESISTA I.S.O. Spray S Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens I.S.O. Spray S UltraPly TPO / WBBA-P 135.0 Deck Prime or SECUROCK Gypsum -Fiber Roof Board Min. 2,500 Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch LIP -BA, LVOC- UltraPly TPO / UC-61 psi concrete None RESISTA I.S.O. Spray S Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens I.S.O. Spray S BA 247.5 Deck Prime or SECUROCK Gypsum -Fiber Roof Board Min. Min. 1-inch I50 95+ GL or Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO / LVOC BA- C-62 concretepsiconcret None RESISTA I.S.O. Spray S Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens I.S.O. Spray S 1168 262.5 Deck Prime or SECUROCK Gypsum -Fiber Roof Board Min. 2,500 Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO / UP -BA, LVOC- C-63 psi concrete None RESISTA I.S.O. Spray S Tapered ISO 95+GL or Tapered RESISTA; Min. 7/16-inch OSB I.S.O. Spray 5 BA-1168, LVOC-BA, WBBA-P 247.5 ULTRAPLY'TPO'XR SYSTEMS IN XR BONDINATXDHESIVE 3 d g < y Min. 2,500 Min. 0.25-inch Dens Deck C-64 ASTM D41 Prime or SECUROCK Hot Asphalt None N/A UltraPly TPO XR / XR-BA 232.5 psi concrete Gypsum -Fiber Roof Board C-65 Min. 2,500 ASTM D41 One or two layers min. Hot Asphalt Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber Hot Asphalt UltraPly TPO XR / XR-BA 300.0psiconcrete1.5-inch ISO 95+GL Roof Board Min. 2,500 Min. 1-inch ISO 95+ GL or I.S.O. Twin Pack; Optional) Additional layer of base insulation or min. 0.5-inch I.S.O. Twin Pack; C-66 psi concrete None RESISTA I.S.O. Stick Tapered ISO 95+ GL or RESISTA I.S.O. Stick UltraPly TPO XR / XR-BA 112.5 Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R32 Revision 12: 04/09/2015 Appendix 1, Page 37 of 77 Q T INITY' ER® TABLE 3A-1: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1.A: BONDED INSULATION, BONDED ROOF COVER System Deck Primer Base Insulation Layer Top Insulation Layer MOP No. See Note 1) T eType Attach TType Attach Roof Cover /Adhesive p sf) Min. 2,500 Min. 1-inch ISO 95+ GL or I.S.O. Twin Pack; Optional additional layers of base insulation or min. 0.5-inch I.S.O. Twin Pack; C-67 None Tapered ISO 95+ GL or RESISTA followed by min. 0.5-inch UltraPly TPO XR / XR-BA 390.0 psi concrete RESISTA I.S.O. Stick I.S.O. Stick ISOGARD HD Min. 2,500 Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch C-68 None I.S.O. Twin Pack Tapered ISO 95+ GL or RESISTA followed by Min. 0.25-inch I.S.O. Twin Pack UltraPly TPO XR / XR-BA 300.0 psi concrete RESISTA Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Min. 2,500 Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch C-69 None I.S.O. Stick Tapered ISO 95+ GL or RESISTA followed by Min. 0.25-inch I.S.O. Stick UltraPly TPO XR / XR-BA 187.5 psi concrete RESISTA Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Min. 2,500 Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch C-70 psi concrete None RESISTA I.S.O. Spray S Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens I.S.O. Spray S UltraPly TPO XR / XR-BA 277.5 Deck Prime or SECUROCK Gypsum -Fiber Roof Board Min. 2,500 Min. 1-inch ISO 95+GL or Optional additional layers of base insulation or min. 0.5-inch C-71 None I.S.O. Spray S Tapered ISO 95+GL or Tapered RESISTA; Min. 0.5-inch I.S.O. Spray S UltraPly TPO XR / XR-BA 45.D psi concrete RESISTA FiberTop C or S TP.O XRRSYSTEMS`IN-HOL`ASPHALT f', µ' e.: DO s U.LTRAPLY s i_.. _ Min. 2,500 Optional) Min. 0.25-inch Dens Deck UltraPly TPO XR / HotC72PrimeorSECUROCKHotAsphaltNoneN/A 232.5 psi concrete ASTM D41 Gypsum -Fiber Roof Board Asphalt Min. 2,500 Optional) UltraPly TPO XR / HotC73Min. 1.5-inch ISO 95+ GL Hot asphalt Optional) Additional layers of base insulation Hot asphalt 300.0 psi concrete ASTM D41 Asphalt C-74 Min. 2,500 ASTM D41 Min. 1.5-inch ISO 95+ GL Hot Asphalt None N/A UltraPly TPO XR / Hot 382.5 psi concrete Asphalt C-75 Min. 2,500 None Min. 1.5-inch ISO 95+ GL Hot Asphalt None N/A UltraPly TPO XR / Hot 487.5 psi concrete Asphalt Min. 2,500 Optional) Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber UltraPly TPO XR / HotC-76 psi concrete ASTM D41 Min. 1.5-inch ISO 95+ GL Hot Asphalt Roof Board Hot Asphalt Asphalt 457.5 Min. 2,500 Optional) Two layers min. 1.5-inch Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber UltraPly TPO XR / HotC77 psi concrete ASTM D41 ISO 95+ GL Hot Asphalt Roof Board Hot Asphalt Asphalt 300.0 Min. 2,500 Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO XR / HotC78 psi concrete None RESISTA I.S.O. Twin Pack Tapered ISO 95+ GL or RESISTA followed by Min. 0.25-inch I.S.O. Twin Pack Asphalt 390.0 Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Min. 2,500 Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO XR / HotC79 psi concrete None RESISTA I.S.O. Stick Tapered ISO 95+ GL or RESISTA followed by Min. 0.25-inch I.S.O. Stick Asphalt 187.5 Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board ULTR r.: 1 TII. .OS•PRAYSOR% I,APLYTPDXRSYeS'TE! Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 1`8970.02.08-1112 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 38 of 77 TRINITY I ERD TABLE 3A-1: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A -IA: BONDED INSULATION, BONDED ROOF COVER System Deck Primer Base Insulation Layer Top Insulation Layer MOP No. See Note 1 Type Attach Type Attach Roof Cover / Adhesive psf) C-80 Min. 2,500 None Min. 1-inch ISO 95+ GL or I.S.O. Twin Pack; Optional) Additional layer of base insulation or min. 0.5-inch I.S.O. Twin Pack; UltraPly TPO XR / I.S.O psi concrete RESISTA I.S.O. Stick Tapered ISO 95+ GL or RESISTA I.S.O. Stick Spray S, XR Stick, 6-inch o.c. 142.5 Min. 2,500 Min. 1-inch ISO 95+ GL or I.S.O. Twin Pack; Optional) Additional layer of base insulation or min. 0.5-inch I.S.O. Twin Pack; UltraPly TPO / I.S.O C-81 psi concrete None RESISTA I.S.O. Stick Tapered ISO 95+ GL or RESISTA I.S.C. Stick Spray Stisck, 4-inch o.c. 172.5 full covv erraa ge) Min. 2,500 Min. 1-inch ISO 95+ GL or I.S.O. Twin Pack; Optional additional layers of base insulation or min. 0.5-inch I.S.O. Twin Pack; UltraPly TPO XR / I.S.O C 82 psi concrete None RESISTA I.S.O. Stick Tapered ISO 95+ GL or RESISTA followed by min. 0.5-inch I.S.O. Stick Spray S, XR Stick, 12-inch 45.0 ISOGARD HD O.C. Min. 2,500 Min. 1-inch ISO 95+ GL or I.S.O. Twin Pack; Optional additional layers of base insulation or min. 0.5-inch I.S.O. Twin Pack; UltraPly TPO XR / I.S.OC-83 None Tapered ISO 95+ GL or RESISTA followed by min. 0.5-inch 82.5psiconcreteRESISTAI.S.O. Stick ISOGARD HD I.S.O. Stick Spray S, XR Stick, 6-inch o.c. Min. 2,500 Min. 1-inch ISO 95+ GL or I.S.O. Twin Pack; Optional additional layers of base insulation or min. 0.5-inch I.S.O. Twin Pack; UltraPly TPO XR / I.S.O C-84 psi concrete None RESISTA I.S.O. Stick Tapered ISO 95+ GL or RESISTA followed by min. 0.5-inch I.S.O. Stick Spray S, XR Stick, 4-inch o.c. 172.5 ISOGARD HD full coverage) Min. 2,500 Min. 1-inch ISO 95+ GL or I.S.O. Twin Pack; Optional additional layers of base insulation or min. 0.5-inch I.S.O. Twin Pack; UltraPly TPO XR / I.S.O C-85 psi concrete None RESISTA I.S.O. Stick Tapered ISO 95+ GL or RESISTA followed by Min. 0.25-inch I.S.O. Stick Spray S, XR Stick, 12-inch 45.0 Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board O.C. Min. 2,500 Min. 1-inch ISO 95+ GL or I.S.O. Twin Pack; Optional additional layers of base insulation or min. 0.5-inch I.S.O. Twin Pack; UltraPly TPO XR / I.5.0C-86 psi concrete None RESISTA I.S.O. Stick Tapered ISO 95+ GL or RESISTA followed by Min. 0.25-inch 5.0. Stick Spray S, XR Stick, 6-inch o.c. 60.0 Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Min. 2,500 Min. 1-inch ISO 95+ GL or I.S.O. Twin Pack; Optional additional layers of base insulation or min. 0.S-inch I.S.O. Twin Pack; UltraPly TPO XR / I.S.O C 87 psi concrete None RESISTA I.S.O. Stick Tapered 150 95+ GL or RESISTA followed by Min. 0.25-inch I.S.O. Stick Spray S, XR Stick, 4-inch o.c. 172.5 Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board full coverage) Min. 2,500 Min. 1-inch 150 95+ GL or I.S.O. Twin Pack; Optional additional layers of base insulation or min. 0.5-inch I .5.0. Twin Pack; UltraPly TPO XR / I.5.0 C 88 psi concrete None RESISTA I.S.O. Stick Tapered ISO 95+ GL or RESISTA followed by min. 7/16-inch I.50Stick Spray S, XR Stick, 12-inch 45.0 APA or TECO rated OSB O.C. Min. 1-inch OC FOAMULAR Thermapink 25; Insulfoam C- 89 Min. 2,500 None 1 EPS or min. 2-inch Dow I.S.O. Spray S Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber I. S.O. Spray S UltraPly TPO XR / I.S.O. . 112. 5 psiconcreteSTYROFOAMDECKMATERoof Board Spray S, XR Stick, 4-inch o.c. Plus FA ULTRAPLY TPO SA SYSTEMS a yy . .. a-.3' r.... a . a'. •' e. C- 90 Min. 2,500 ASTM D41 Min. 1.5-inch ISO 95+ GL Hot Asphalt Optional) Tapered ISO 95+ GL Hot asphalt UltraPly TPO SA, self- -180. 0 psiconcreteorRESISTAadheredMin. 1.5-inch ISO 95+ GL C- 91 Min. 2,500 ASTM D41 with optional Tapered ISO Hot Asphalt Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber Hot Asphalt UltraPly TPO SA, self- 195. 0 psiconcrete95+ GL Roof Board adhered Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970.02.08-R12 for FL10264-R12 Certificate of Authorization #9503 Revision 12: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 39 of 77 TABLE 3A-1: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1A: BONDED INSULATION, BONDED ROOF COVER System Deck Primer Base Insulation Layer Top Insulation Layer MOP No. See Note 1) Type Attach Type Attach Roof Cover /Adhesive psf) C 92 Min. 2,500 None Min. 1.5-inch ISO 95+ GL I.S.O. Twin Pack Optional) Additional layers of base insulation I.S.O. Twin Pack UltraPly TPO SA, self- 165.0psiconcreteorRESISTAadhered C-93 Min. 2,500 None Min. 1.5-inch ISO 95+ GL I.S.O. Twin Pack, Optional) Additional layers of base insulation I.S.O. Twin Pack, UltraPly TPO SA, self- 240.0psiconcreteorRESISTA8-inch o.c. 8-inch o.c. adhered C-94 Min. 2,500 None Min. 1.5-inch ISO 95+ GL I.S.O. Twin Pack, Optional) Additional layers of base insulation I.S.O. Twin Pack, UltraPly TPO SA, self- 285.0psiconcrete4-inch o.c. 4-inch o.c. adhered C 95 Min. 2,500 None Min. 1.5 inch RESISTA I.S.O. Twin Pack, Optional) Additional layers of base insulation I.S.O. Twin Pack, UltraPly TPO SA, self- 360.0psiconcrete6-inch o.c. 6-inch o.c. adhered C-96 Min. 2;500 None Min. 1.5-inch ISO 95+ GL I.S.O. Twin Pack Min. 0.25 inch Dens Deck PrimeI.S.O.Twin Pack UltraPly TPO SAself- 127. 5 psiconcreteadheredC 97 Min. 2,500 None Min. 1.5-inch ISO 95+ GL I.S.O. Twin Pack Min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board I.S.O. Twin Pack UltraPly TPO SA, self- 157. 5 psiconcreteadheredC- 98 Min. 2,500 None Min.1.5-inchIS095+GL I. S.O. Twin Pack, Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber I.S.C. Twin Pack, UltraPly TPO SA, self- psi concrete 8-inch o.c. Roof Board 8-inch o.c. adhered 187. 5 C 99 Min. 2,500 Two layers min. 1.5-inch I.S.O. Twin Pack, Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber I.S.O. Twin Pack, UltraPly TPO SA, self- psi concrete None ISO 95+ GL 8-inch o.c. Roof Board 8-inch o.c. adhered 195. 0 C- 100 Min. 2,500 None Min. 1.5-inch ISO 95+ GL I. S.O. Twin Pack, Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber I.S.O. Twin Pack, UltraPly TPO SA, self- psi concrete 4-inch o.c. Roof Board 4-inch o.c. adhered 247. 5 C 101 Min. 2,500 None One or more layers, min. I. S.O. Twin Pack Min. 0.5-inch ISOGARD HD I.S.O. Twin Pack UltraPly TPO SA, self- 247. 5 psiconcrete1.5-inch ISO 95+GL adhered C- 102 Min. None Min. 0.5-inch ISOGARD HD I.S.O. Twin Pack None N/A UltraPly TPO SA, self - 300. 0 psiconcreteadheredC- 103 Min. None Min. 1.5-inch ISO 95+ GL 3M CR-20 Optional) Additional layers base insulation 3M CR-20 UltraPly TPO SA, self - 270. 0 psiconcreteadheredC- 104 Min. 2,500 None Min. 1.5-inch ISO 95+ GL 3M CR-20 Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber 3M CR-20 UltraPly TPO SA, self- 240. 0 psiconcreteRoofBoardadheredC- 105 Min. 2,500 None Min. 1.5-inch ISO 95+ GL I. S.O. Stick Optional) Additional layers of base insulation I.S.O. Stick UltraPly TPO SA, self- 150. 0 psiconcreteorRESISTAadheredC- 106 Min. 2500 None Min. 1.5-inch RESISTA I. S.O. Stick, 6- Optional) Additional layers of base insulation I. S.O. Stick, 6- UltraPly TPO SA, self- 360. 0 psiconcreteincho.c. inch o.c. adhered C- 107 Min. 2,500 None Min. 1.5-inch ISO 95+ GL I.S.O. Stick Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber I. S.O. Stick UltraPly TPO SA, self- 150. 0 psiconcreteRoofBoardadheredC- 108 Min. 2,500 None One or more layers, min. I. S.O. Stick Min. 0.5-inch ISOGARD HD I.S.O. Stick UltraPly TPO SA, self- 300. 0 psiconcrete1.5-inch ISO 95+ GL adhered C- 109 Min. 2,500 None Min. 1.5-inch RESISTA I. S.O. Stick, 6- Min. 0.5 inch ISOGARD HD I. S.O. Stick, 6- UltraPly TPO SA, self - 360. 0 psiconcreteincho.c. inch o.c. adhered Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 1`8970.02.08-1312 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 40 of 77 TABLE 3A-1: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1A: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer MDP No. See Note 1 Primer Type Attach Type Attach Roof Cover /Adhesive Psf ) C-110 Min. 2,500 None Min. 0.5-inch ISOGARD HD I.S.O. Stick None N/A UltraPly TPO SA, self- 405.0 psi concrete adhered C-111 Min. 2,500 None Min. 1.5-inch RESISTA I.S.O. FIX II, 5- Optional) Additional layers of base insulation I.S.O. FIX II, 5- UltraPly TPO SA, self - 360.0psiconcreteincho.c. inch o.c. adhered C-112 Min. 2,500 None Min. 0.5 inch ISOGARD HD I.S.O. FIX II, 4- None N/A UltraPly TPO SA, self- 247.5 psi concrete inch o.c. adhered C-113 Min. 2,500 None One or more layers, min. I.S.O. FIX II Min. 0.5-inch ISOGARD HD I.S.O. FIX II UltraPly TPO SA, self- 300.0 psi concrete 1.5-inch ISO 95+ GL adhered C-114 Min. 2,500 None Min. 1.5-inch RESISTA I.S.O. FIX II, 5- Min. 0.5-inch ISOGARD HD I.S.O. FIX II, 5- UltraPly TPO SA, self- 360.0 psi concrete inch o.c. inch o.c. adhered Min. 2,500 Min. 1-inch ISO 95+ GL or Optional) Additional layers of base insulation and/or min. UltraPly TPO SA, self- C-115 psi concrete None RESISTA I.S.O. Spray S 0.5-inch Tapered ISO 95+ GL or Tapered RESISTA I.S.O. Spray S adhered 277 5 C-116 Min. 2,500 None Min. 1.5-inch RESISTA I.S.O. Spray S, 5- Optional) Additional layers of base insulation I.S.O. Spray S, 6- UltraPly TPO SA, self- 360.0 psi concrete inch o.c. inch o.c. adhered Min. 2,500 Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO SA, self- C-117 None I.S.O. Spray S Tapered ISO 95+GL or Tapered RESISTA; Min. 0.5-inch I.S.O. Spray S 277.5 psi concrete RESISTA ISOGARD HD adhered Min. 2,500 Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO SA, self- C-118 None I.S.O. Spray S Tapered ISO 95+GL or Tapered RESISTA; Min. 0.25-inch Dens I.S.O. Spray S 247.5 psi concrete RESISTA adhered Deck Prime or SECUROCK Gypsum -Fiber Roof Board Min. 2,500 Min, 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. 0.5-inch UltraPly TPO SA, self- C-119 psi concrete None RESISTA I.S.O. Spray S Tapered ISO 95+GL or Tapered RESISTA; Min. 7/16-inch OSB I.S.O. Spray S adhered 247.5 Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R32 Revision 12: 04/09/2015 Appendix 1, Page 41 of 77 TABLE 3A-2: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-113: BONDED TEMP ROOF, BONDED INSULATION, BONDED ROOF COVER Sys. Deck Vapor Barrier/ Base Insulation Layer Top Insulation Layer MDP No. See Note 1 Primer Temporary RoofPN Roof Cover / Adhesive sfP ) Type Attach Type Attach ULTRAPLYTPOSYSTEMS' v s t 1 Min. MB Base M, Min. 1.5-inch ISO Min. inch Dens Deck, Dens Deck Prime or I.S.O. TwinC-120 ASTM D41 adhered in I.S.O. I. S.O. Twin Pack UltraPly TPO / UP -BA 232.5 psi concretncret e Twin Pack 95+GL SECUROCK Gypsum -Fiber Roof Board Pack Min. 2,500 MB Base M, Min. 1.5-inch ISO Min. 0.25-inch Dens Deck Prime or SECUROCK I.S.O. Twin C-121 ASTM D41 adhered in I.S.O. I.S.O. Twin Pack UltraPly TPO / LVOC-BA-1168 232.5 psi concrete Twin Pack 95+ GL Gypsum -Fiber Roof Board Pack SBS Poly Torch or C-122 Min. 2,500 ASTM D41 SBS Glass Torch Min. 1.5-inch ISO I.S.O. Twin Pack Min. 0.25-inch Dens Deck, Dens Deck Prime or I.S.O. Twin UltraPly TPO / UP -BA 232.5 psi concrete Base, torch applied 95+ GL SECUROCK Gypsum -Fiber Roof Board Pack Min. 2,500 SBS Poly Torch or Min. 1.5-inch I50 Min. 0.25-inch Dens Deck Prime or SECUROCK I.S.C. Twin C-123 ASTM D41 SBS Glass Torch I.S.O. Twin Pack UltraPly TPO / LVOC-BA-1168 232.5 psi concrete Base, torch applied 95+ GL Gypsum -Fiber Roof Board Pack Min. 2,500 Asphaltic Min. 1-inch ISO I.S.O. Spray S, 6- Optional) Additional layers of base insulation I.S.O. Spray S, C-124 psi concretep ASTM D41 See Note 18) 95+ GL inch o.c. and/or min. 0.5-inch Tapered ISO 95+ GL 6-inch o.c. UltraPly TPO / WBBA-P 45.0 Min. 2,500 Asphaltic Min. 1-inch I.S.O. Spray S, 6- Optional) Additional layers of base insulation I.S.O. Spray S, C 125 psi concrete ASTM D41 See Note 18) RESISTA inch o.c. and/or min. 0.5-inch Tapered RESISTA 6-inch o.c. UltraPly TPO /WBBA-P 247.5 Min. 2,500 Asphaltic Min. 1-inch ISO I.S.O. Spray S, 6- Optional) Additional layers of base insulation I.S.O. Spray 5, UltraPly TPO / UP -BA, LVOC-BA- C-126 ASTM D41 and/or min. 0.5-inch Tapered ISO 95+ GL or 255.0 psi concrete See Note 18) 95+ GL or RESISTA inch o.c. 6-inch o.c. 1168, LVOC BA Tapered RESISTA Min. 2,500 Asphaltic Min. 1-inch ISO I.S.O. Spray S, 6- Optional additional layers of base insulation I.S.O. Spray 5, C-127 ASTM D41 or min. 0.5-inch Tapered ISO 95+GL or UltraPly TPO / WBBA-P 135.0 psi concrete See Note 18) 95+ GL or RESISTA inch o.c. Tapered RESISTA; Min. 0.5-inch ISOGARD HD 6-inch o.c. Min. 2,500 Asphaltic Min. 1-inch ISO I.S.O. Spray S, 6- Optional additional layers of base insulation I.S.O. Spray 5, UltraPly TPO / UP -BA, LVOC-BA- C-128 psi concrete ASTM D41 See Note 18) 95+ GL or RESISTA inch o.c. or min. 0.5-inch Tapered ISO 95+GL or 6-inch o.c. 1168, LVOC-BA 255.0 Tapered RESISTA; Min. 0.5-inch ISOGARD HD Optional additional layers of base insulation Min. 2,500 Asphaltic Min. 1-inch ISO I.S.O. Spray 5, 5- or min. 0.5-inch Tapered ISO 95+GL or I.S.O. Spray 5, C-129 psi concrete ASTM D41 See Note 18) 95+ GL or RESISTA inch o.c. Tapered RESISTA; Min. 0.5-inch FiberTop C or 6-inch o.c. UltraPly TPO / UP -BA, LVOC BA 60.0 S Optional additional layers of base insulation Min. 2,S00 Asphaltic Min. 1-inch ISO I.S.O. Spray S, 6- or min. 0.5-inch Tapered ISO 95+GL or I.S.O. Spray S, C-130 ASTM D41 UltraPly TPO /WBBA-P 135.0 psi concrete See Note 18) 95+ GL or RESISTA inch o.c. Tapered RESISTA; Min. 0.5-inch FiberTop C or 6-inch o.c. 5 Optional additional layers of base insulation Min. 2,500 Asphaltic Min. 1-inch ISO I.S.O. Spray S, 6- or min. 0.5-inch Tapered ISO 95+GL or I.S.O. Spray S, C-131 psi concrete ASTM D41 See Note 18) 95+ GL or RESISTA inch o.c. Tapered RESISTA; Min. O.5-inch FiberTop C or 6-inch o.c. UltraPly TPO / LVOC-BA-1168 255.0 S Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization H9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 1`8970.02.08-1112 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 42 of 77 r TABLE 3A-2: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-16: BONDED TEMP ROOF, BONDED INSULATION, BONDED ROOF COVER Sys. Deck Vapor Barrier / Base Insulation Layer Top Insulation Layer MDP No. See Note 1 Primer Temporary RoofPrY Roof Cover /Adhesive psf) Type Attach Type Attach Optional additional layers of base insulation C-132 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. Spray S, 6- or min. 0.5-inch Tapered ISO 95+GL or I.S.O. Spray 5, UltraPly TPO / WBBA-P 135.0 psi concrete See Note 18) 95+ GL or RESISTA inch o.c. Tapered RESISTA; Min. 0.5-inch Dens Deck 6-inch o.c. Prime or SECUROCK Gypsum -Fiber Roof Board Optional additional layers of base insulation Min. 2,500 Asphaltic Min. 1-inch ISO I.S.O. Spray 5, 6- or min. 0.5-inch Tapered ISO 95+GL or I.S.O. Spray 5, C-133 ASTM D41 UltraPly TPO / UP -BA, LVOC-BA 247.5 psi concrete See Note 18) 95+ GL or RESISTA inch o.c. Tapered RESISTA; Min. 0.5-inch Dens Deck 6-inch o.c. Prime or SECUROCK Gypsum -Fiber Roof Board Optional additional layers of base insulation Min. 2,500 Asphaltic Min. 1-inch ISO I.S.O. Spray S, 6- or min. 0.5-inch Tapered ISO 95+GL or I.S.O. Spray 5, C-134 ASTM D41 UltraPly TPO / LVOC BA-1168 255.0psiconcreteSeeNote18) 95+ GL or RESISTA inch o.c. Tapered RESISTA; Min. 0.5-inch Dens Deck 6-inch o.c. Prime or SECUROCK Gypsum -Fiber Roof Board Min. 2,500 Asphaltic Min. 1-inch ISO I.S.O. Spray 5, 6- Optional additional layers of base insulation I.S.O. Spray S, UltraPly TPO / UP -BA, LVOC-BA- C-135 ASTM D41 or min. 0.5-inch Tapered ISO 95+GL or 247.5 psi concrete See Note 18) 95+ GL or RESISTA inch o.c. Tapered RESISTA; Min. 7/16-inch OSB 6 inch o.c. 1168, LVOC-BA, WBBA-P Min. 2,500 V-Force SB Min. 1.S-inch ISO I.S.O. Twin C-136 V-Force I.S.O. Twin Pack Optional) Additional layers of base insulation UltraPly TPO / WBBA-P 45.0 psi concrete Primer g5+ GL pack Min. 2,500 V-Force WB Min. 1.5-inch ISO I.S.O. Twin UltraPly TPO / UP -BA, LVOC-BA- C-137 V-Force I.5.0. Twin Pack Optional) Additional layers of base insulation g7 5 psi concrete Primer 95+ GL Pack 1168, LVOC-BA Min. 2,500 V-Force SB Min. 1.5-inch ISO UltraPly TPO / UP -BA, LVOC-BA- C-138 V-Force I.S.O. Twin Pack None N/A 277 5 psi concrete Primer 95+ GL 1168, LVOC-BA Min. 2,SOO V-Force 5B Min. 1.5-inch ISO C-139 V-Force I.S.O. Stick Optional) Additional layers of base insulation I.S.O. Stick UltraPly TPO / WBBA-P 45.0 psi concrete Primer 95+GL Min. 2,SOO V-Force WB Min. 1.5-inch ISO UltraPly TPO / UP -BA, LVOC-BA- C-140 V-Force I.S.O. Stick Optional) Additional layers of base insulation I.S.O.Stick 57.5 psiconcrete Primer 95+ GL 1168, LVOC-BA Min. 2,500 V-Force SB Min. 1.5-inch ISO UltraPly TPO / UP -BA, LVOC-BA- C-141 V-Force I.S.O. Stick Optional) Additional layers of base insulation I.S.O. Stick 262.5 psi concrete Primer 95+ GL 1168, LVOC-BA Min. 2,500 V-Force SB Min. 1.5-inch ISO UltraPly TPO / UP -BA, LVOC-BA- C-142 psi concrete Primer V-Force 95+ GL I.S.O. Stick None N/A 1168, LVOC-BA 277 5 Optional additional layers of base insulation Min. 2,500 V-Force SB Min. 1.5-inch ISO C-143 V-Force I.S.O. Stick or min. 0.5-inch Tapered ISO 95+ GL; Min. 0.5- I.S.O. Stick UltraPly TPO / WBBA-P 135.0psiconcretePrimer95+ GL inch ISOGARD HD Optional additional layers of base insulation C-144 Min. V-Force SB V-Force Min. 1.5 inch ISO I.S.O. Stick or min. 0.5-inch Tapered ISO 95+ GL; Min. 0.5- I.S.O.Stick UltraPly TPO / UP -BA, LVOC-BA- 262.5 concretepsiconcrete Primer 95+GL inch ISOGARD HD 1168, LVOC-BA Optional additional layers of base insulation Min. 2,500 V-Force SB Min. 1.5-inch I50 C- 145 V-Force I.S.O. Stick or min. 0.5-inch Tapered ISO 95+ GL; Min. 0.5- I.S.O. Stick UltraPly TPO / UP -BA, LVOC-BA 60.0 psiconcretePrimer95+ GL inch FiberTop C or S Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 1`8970.02.08-1312 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 43 of 77 TRINITY I ER® TABLE 3A-2: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-:16: BONDED TEMP ROOF, BONDED INSULATION, BONDED ROOF COVER Sys. Deck Vapor Barrier / Base Insulation Layer Top Insulation Layer MOP No. See Note 1) Primer Temporary Roof Roof Cover /Adhesive psf) Type Attach Type Attach Min. 2,500 V-Force SB Min. 1.5-inch ISO Optional additional layers of base insulation C-146 psi concrete Primer V-Force 95+ GL I.S.O. Stick or min. 0.5-inch Tapered ISO 95+ GL; Min. 0.5- I.S.O. Stick UltraPly TPO / WBBA-P 135.0 inch FiberTop C or S Min. 2,500 V-Force SB Min. 1.5-inch ISO Optional additional layers of base insulation C-147 psi concrete Primer V-Force 95+ GL I.S.O. Stick or min. 0.5-inch Tapered ISO 95+ GL; Min. 0.5- I.S.O. Stick UltraPly TPO / LVOC-BA-1168 262.5 inch FiberTop C or S Optional additional layers of base insulation C 148 Min. 2,500 V-Force SB V-Force Min. 1.5-inch ISO I.S.O. Stick or min. 0.5-inch Tapered ISO 95+ GL; Min. I.S.O. Stick UltraPly TPO /WBBA-P 135.0 psi concrete Primer 95+ GL 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Optional additional layers of base insulation C-149 Min. 2,500 V-Force SB V-Force Min. 1.5-inch ISO I.S.O. Stick or min. 0.5-inch Tapered ISO 95+ GL; Min. I.S.O. Stick UltraPly TPO / UP -BA, LVOC-BA 247.5psiconcretePrimer95+ GL 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Optional additional layers of base insulation C 150 Min. 2,500 V-Force SB V-Force Min. 1.5-inch ISO I.S.O. Stick or min. 0.5-inch Tapered ISO 95+ GL; Min. I.S.O. Stick UltraPly TPO / LVOC BA-1168 262.5psiconcretePrimer95+ GL 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Min. V-Force SB Min. 1.5 inch ISO Optional additional layers of base insulation UltraPly / BA, LVOC-BA- C-151 psi concreteconcrete Primer V-Force 95+GL I.S.O. Stick or min. 0.5-inch Tapered ISO 95+ GL; Min. I.S.O. Stick OC- TPO 1168, LVOC-BA, WBBA-P 247.5 7/16-inch OSB ULTRAPl1TPDXRSY9EMS: µrw , . ... ., Optional additional layers of base insulation Min. 2,500 Asphaltic Min. 1-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin C-152 psi concrete ASTM D41 See Note 18) 95+ GL or RESISTA I.S.O. Twin Pack RESISTA followed by Min. 0.25-inch Dens Deck Pack UltraPly TPO XR /Hot Asphalt 202.5 Prime or SECUROCK Gypsum -Fiber Roof Board Optional additional layers of base insulation Min. 2,500 Asphaltic Min. 1-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or C-153 psi concrete ASTM D41 See Note 18) 95+ GL or RESISTA I.S.O. Stick RESISTA followed by Min. 0.25-inch Dens Deck I.S.O. Stick UltraPly TPO XR /Hot Asphalt 60.0 Prime or SECUROCK Gypsum -Fiber Roof Board Optional additional layers of base insulation Min. 2,500 Asphaltic Min. 1-inch ISO I.S.O. Stick, 6- or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Stick, 6C154 psi concrete ASTM D41 See Note 18) 95+ GL or RESISTA inch o.c. RESISTA followed by Min. 0.25-inch Dens Deck inch o.c. UltraPly TPO XR /Hot Asphalt 247.5 Prime or SECUROCK Gypsum -Fiber Roof Board Optional additional layers of base insulation C-155 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. FIX II or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. FIX II UltraPly TPO XR /Hot Asphalt 210.0psiconcreteSeeNote18) 95+ GL or RESISTA RESISTA followed by Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization 49503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-1112 Revision 12: 04/09/2015 Appendix 1, Page 44 of 77 RINITY'ERD TABLE 3A-2: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-SB: BONDED TEMP ROOF, BONDED INSULATION, BONDED ROOF COVER Sys. Deck Vapor Barrier / Base Insulation Layer Top Insulation Layer MDP No. See Note 1) Primer Temporary Roof Roof Cover/ Adhesive psf) Type Attach Type Attach Min. 2,500 Asphaltic Min. 1.5-inch ISO Optional) Additional layer of base insulation I.S.O. TwinC-156 psi concrete ASTM D41 See Note 18) 95+ GL or RESISTA I.S.O. Twin Pack or min. 0.5-inch Tapered ISO 95+ GL or Pack UltraPly TPO XR / XR-BA 112.5 RESISTA Optional additional layers of base insulation C 157 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. Twin Pack or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin UltraPly TPO XR / XR-BA 202.5psiconcretepSeeNote18) 95+ GL or RESISTA RESISTA followed by min. 0.5-inch ISOGARD Pack HD Optional additional layers of base insulation C-158 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. Twin Pack or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin UltraPly TPO XR / XR-BA 202.5psiconcreteSeeNote18) 95+ GL or RESISTA RESISTA followed by Min. 0.25-inch Dens Deck Pack Prime or SECUROCK Gypsum -Fiber Roof Board Min. 2,500' Asphaltic Min. 1-inch ISO Optional) Additional layer of base insulation C-159 psi concrete ASTM D41 See Note 18) 95+ GL or RESISTA I.S.O. Stick or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Stick UltraPly TPO XR / XR-BA 60.0 RESISTA Min. 2,500 Asphaltic Min. 1-inch ISO I.S.O. Stick, 6- Optional) Additional layer of base insulation I.S.O. Stick, 6- C-160 psi concrete ASTM D41 See Note 18) 95+ GL or RESISTA inch o.c. or min. 0.5-inch Tapered ISO 95+ GL or inch o.c. UltraPly TPO XR / XR-BA 112.5 RESISTA Optional additional layers of base insulation C-161 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. Stick or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Stick UltraPly TPO XR / XR-BA 60.0psiconcretepSeeNote18) 95+ GL or RESISTA RESISTA followed by min. 0.5-inch ISOGARD HD Optional additional layers of base insulation C-162 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. Stick, 6- or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Stick, 6 - psi concrete See Note 18) 95+ GL or RESISTA inch o.c. RESISTA followed by min. 0.5-inch ISOGARD inch o.c. UltraPlyTPO XR XR-BA 247.5 HD Optional additional layers of base insulation C 163 Min. 2,500 ASTM D41I.S.O.Stick Asphaltic Min. 1-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or S.O. Stick UltraPly TPO XR / XR-BA 60.0psiconcreteSeeNote18) 95+ GL or RESISTARESISTA followed by Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Optional additional layers of base insulation C-164 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. Stick, 6- or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Stick, 6- psi concrete See Note 18) 95+ GL or RESISTA inch o.c. RESISTA followed by Min. 0.25-inch Dens Deck inch o.c. UltraPly TPO XR / XR-BA 247.5 Prime or SECUROCK Gypsum -Fiber Roof Board Min. 2,500 Asphaltic Min. 1.5-inch ISO Optional) Additional layer of base insulation C-165 psi concrete ASTM D41 See Note 18) 95+ GL or RESISTA I.S.O. FIX II or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. FIX II UltraPly TPO XR / XR-BA 112.5 RESISTA Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 1`8970.02.08-1112 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 45 of 77 JTRINITY11 ERR TABLE 3A-2: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-16: BONDED TEMP ROOF, BONDED INSULATION, BONDED ROOF COVER Sys. Deck Vapor Barrier / Base Insulation Layer Top Insulation Layer MOP No. See Note 1) Primer Temporary Roof Roof Cover Adhesive psf) Type Attach Type Attach Optional additional layers of base insulation C-166 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. FIX II or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. FIX II UltraPly TPO XR / XR-BA 210.0psiconcreteSeeNote18) 95+ GL or RESISTA RESISTA followed by min. 0.5-inch ISOGARD HD Optional additional layers of base insulation C-167 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. FIX II or min. 0.5-inch Tapered ISO 9S+ GL or I.S.O. FIX II UltraPly TPO XR / XR-BA 210.0psiconcreteSeeNote18) 95+ GL or RESISTA RESISTA followed by Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Optional additional layers of base insulation C-168 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. Spray S, 6- or min. 0.5-inch Tapered ISO 95+GL or I.S.O. Spray S, UltraPly TPO XR / XR-BA 45.0psiconcreteSeeNote18) 95+ GL or RESISTA inch o.c. Tapered RESISTA; Min. 0.5-inch FiberTop C or 6-inch o.c. S Optional additional layers of base insulation C-169 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. Spray S, 6- or min. 0.5-inch Tapered ISO 95+GL or I.S.O. Spray S, UltraPly TPO XR / XR-BA 255.0psiconcreteSeeNote18) 95+ GL or RESISTA inch o.c. Tapered RESISTA; Min. 0.25-inch Dens Deck 6-inch o.c. Prime or SECUROCK Gypsum -Fiber Roof Board C-170 Min. 2,500 V-Force SB V-Force Min. 1.5-inch ISO I.S.O. Twin Pack None N/A UltraPly TPO XR / XR-BA 112.5psiconcretePrimer95+ GL Min. V-Force SB Min. 1.5-inch ISO Optional additional layers of base insulation C-171 ncre tepsiconcrete Primer V-Force 95+ GL I.S.O. Stick or min. 0.5-inch Tapered ISO 95+GL; Min. 0.5- I.S.O. Stick UltraPly TPO XR / XR-BA 45.0 inch FiberTop C or S Optional additional layers of base insulation C-172 Min. 2,500 V-Force SB V-Force Min. 1.5-inch ISO I.S.O. r S.O. Stick min. 0.5-inch Tapered ISO 95+GL; Min. I.S.O. Stick UltraPly TPO XR / XR-BA 262.5psiconcretePrimer95+ GL 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Min. Firestone 80 Min. inch ISO Optional) Additional layer of base insulation I.S.O. TwinC-173 psi concreteconcrete ASTM D41 toAPPGlassBase, torched L o95+ GL or RESISTA I.S.O. Twin Pack or min. 0.5-inch Tapered ISO 95+ GL or Pack UltraPly TPO XR / XR-BA 112.5 RESISTA Min. 2,500 Asphaltic Min. 1-inch ISO Optional) Additional layer of base insulation I.S.O. Twin UltraPly TPO XR / I.S.O Spray S, C-174 psi concrete ASTM D41 See Note 18) 95+ GL or RESISTA I.S.O. Twin Pack or min. 0.5-inch Tapered ISO 95+ GL or Pack XR Stick, 6-inch o.c. 142.5 RESISTA Min. 2,500 Asphaltic Min. 1-inch ISO Optional) Additional layer of base insulation I.S.O. Twin UltraPly TPO XR / I.S.O Spray S, C-175 psi concrete ASTM D41 See Note 18) 95+ GL or RESISTA I.S.O. Twin Pack or min. 0.5-inch Tapered ISO 95+ GL or Pack XR Stick, 4-inch o.c. (full 172.5 RESISTA coverage) Optional additional layers of base insulation C 176 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. Twin Pack or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin UltraPly TPO XR / I.S.O Spray S, psi concrete See Note 18) 95+ GL or RESISTA RESISTA followed by min. 0.5-inch ISOGARD Pack XR Stick, 12-inch o.c. 45.0 HD Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970.02.08-R12 for FL10264-1312 Certificate of Authorization #9503 Revision 12: 04/09/201S Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 46 of 77 TABLE 3A-2: CONCRETE DECKS - NEW CONSTRUCTION oR REROOF (TEAR -OFF) SYSTEM TYPE A-16: BONDED TEMP ROOF, BONDED INSULATION, BONDED ROOF COVER Sys. Deck Vapor Barrier / Base Insulation Layer Top Insulation Layer MDP No. See Note 1 Primer Temporary RoofprY Roof Cover Adhesive psf) Type Attach Type Attach Optional additional layers of base insulation C-177 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. Twin Pack or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin UltraPly TPO XR / I.S.O Spray S, 82.5 psi concrete See Note 18) 95+ GL or RESISTA RESISTA followed by min. 0.5-inch ISOGARD Pack XR Stick, 6-inch o.c. HD Optional additional layers of base insulation Min. 2,500 Asphaltic Min. 1-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin UltraPly TPO XR / I.S.O Spray S, C-178 psi concrete ASTM D41 See Note 18) 95+ GL or RESISTA I.S.O. Twin Pack RESISTA followed by min. 0.5-inch ISOGARD Pack XR Stick, 4-inch o.c. (full 172.5 coverage) HD Optional additional layers of base insulation C-179 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. Twin Pack or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin UltraPly TPO XR / I.S.O Spray S, 45.0 psi concrete See Note 18) 95+ GL or RESISTA RESISTA followed by Min. 0.25-inch Dens Deck Pack XR Stick, 12-inch o.c. Prime or SECUROCK Gypsum -Fiber Roof Board Optional additional layers of base insulation C-180 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. Twin Pack or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin UltraPly TPO XR / I.S.O Spray S, 60.0 psi concrete See Note 18) 95+ GL or RESISTA RESISTA followed by Min. 0.25-inch Dens Deck Pack XR Stick, 6-inch o.c. Prime or SECUROCK Gypsum -Fiber Roof Board Optional additional layers of base insulation Min. 2,500 Asphaltic Min. 1-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin UltraPly TPO XR / I.S.O Spray S, C-181 psi concrete ASTM D41 See Note 18) 95+ GL or RESISTA I.S.O. Twin Pack RESISTA followed by Min. 0.25-inch Dens Deck Pack XR Stick, 4-inch o.c. (full 172.5 Prime or SECUROCK Gypsum -Fiber Roof Board coverage) Optional additional layers of base insulation Min. 2,500 Asphaltic Min. 1-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin UltraPly TPO XR / I.S.O Spray S, C 182 psi concrete ASTM D41 See Note 18) 95+ GL or RESISTA I.S.O. Twin Pack RESISTA followed by min. 7/16-inch APA or Pack XR Stick, 12-inch o.c. 45.0 TECO rated OSB Optional) Additional layer of base insulation Min. Firestone 80 Min. inch ISO I.S.O. Twin UltraPly TPO XR / I.S.O Spray S, C-183 concretepsiconcrete ASTM D41 toAPPGlassBase, torched L o95+ GL or RESISTA I.S.O. Twin Pack or min. 0.5-inch Tapered ISO 95+ GL or Pack XR Stick, 6 inch o.c. 142.5 RESISTA Optional) Additional layer of base insulation UltraPly TPO XR / I.S.O Spray S, C-184 Min. ASTM D41 Firestone APP 80 Min. inch ISOrI.S.O. Twin Pack or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Twin XR Stick, 4-inch o.c. (full 172.5 concretepsiconcret Glass Base, torched o RESISTA95+ GLIL o Pack RESISTA coverage) Min. 2,500 Asphaltic Min. 1-inch ISO Optional) Additional layer of base insulation UltraPly TPO XR / I.S.O Spray S, C-185 ASTM D41 I.S.O. Stick or min. O.5-inch Tapered ISO 95+ GL or I.S.O. Stick 60.0 psi concrete See Note 18) 95+ GL or RESISTA XR Stick, 12-inch o.c. RESISTA Min. 2,500 Asphaltic Min. 1-inch ISO I.S.O. Stick, 6- Optional) Additional layer of base insulation I.S.O. Stick, 6- UltraPly TPO XR / I:S.O Spray S, C-186 psi concrete ASTM D41 See Note 18) 95+ GL or RESISTA inch o.c. or min. O.S-inch Tapered ISO 95+ GL or inch o.c. XR Stick, 6-inch o.c. 142.5 RESISTA Min. 2,500 Asphaltic Min. 1-inch ISO I.S.O. 6- Stick Optional) Additional layer of base insulation I. I.S.O. 6- StickOS UltraPly TPO XR / I.S.O Spray S, C-187 psi concrete ASTM D41or See Note 18) 95+ GL or RESISTA inch o.c. min. O.5-inch Tapered ISO 95+ GL or inch o.c. XR Stick, 4-inch o.c. (full 182.5 RESISTA coverage) Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization a9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-1112 Revision 12: 04/09/2015 Appendix 1, Page 47 of 77 TRINITY 3 ERQ TABLE 3A-2: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-113: BONDED TEMP ROOF, BONDED INSULATION, BONDED ROOF COVER Sys. Deck Vapor Barrier / Base Insulation Layer Top Insulation Layer MOP No. See Note 1 Primer Temporary RoofpN Roof Cover /Adhesive psf) Type Attach Type Attach Optional additional layers of base insulation C-188 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. Stick or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Stick UltraPly TPO XR / I.S.O Spray S, 45.0psiconcreteSeeNote18) 95+ GL or RESISTA RESISTA followed by min. 0.5-inch ISOGARD XR Stick, 12-inch o.c. HD Optional additional layers of base insulation C-189 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O.Stick or min. 0.5-inch Tapered ISO 95+ GL or I.S.O.Stick UltraPly TPO XR / I.S.O Spray S, 60.0psiconcreteSeeNote18) 95+ GL or RESISTA RESISTA followed by min. 0.5-inch ISOGARD XR Stick, 6-inch o.c. HD Optional additional layers of base insulation C-190 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. Stick, 6- or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Stick, 6- UltraPly TPO XR / I.S.O Spray S, psi concrete See Note 18) 95+ GL or RESISTA inch o.c. RESISTA followed by min. 0.5-inch ISOGARD inch o.c. XR Stick, 6-inch o.c. 82 5 HD Optional additional layers of base insulation C-191 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. Stick, 6- or min. 0.5-inch Tapered ISO 95+ GL or I.S.O.Stick, 6- UltraPly TPO XR / I.S.O Spray S, psi concrete See Note 18) 95+ GL or RESISTA inch o.c. RESISTA followed by min. 0.5-inch ISOGARD inch o.c. XR Stick, 4-inch o.c. (full 172.5 HD coverage) Optional additional layers of base insulation C 192 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. StickI.S.O. or min. 0.5-inch Tapered ISO 95+ GL or Stick UltraPly TPO XR / I.S.O Spray S, 45.0psiconcreteSeeNote18) 95+ GL or RESISTA RESISTA followed by Min. 0.25-inch Dens Deck XR Stick, 12-inch o.c. Prime or SECUROCK Gypsum -Fiber Roof Board Optional additional layers of base insulation C-193 Min. 2,500 ASTM D41I.S.C. Asphaltic Min. 1-inch ISO Stick or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Stick UltraPly TPO XR / I.S.O Spray S, psi concrete See Note 18) 95+ GL or RESISTA RESISTA followed by Min. 0.25-inch Dens Deck XR Stick, 6-inch o.c. 60.0 Prime or SECUROCK Gypsum -Fiber Roof Board Optional additional layers of base insulation C-194 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. Stick, 6- or min. 0.5-inch Tapered ISO 95+ GL or I.S.O.Stick, 6- UltraPly TPO XR / I.S.O Spray S, psi concrete See Note 18) 95+ GL or RESISTA inch o.c. RESISTA followed by Min. 0.25-inch Dens Deck inch o.c. XR Stick, 4-inch o.c. (full 172.5 Prime or SECUROCK Gypsum -Fiber Roof Board coverage) Optional additional layers of base insulation C 195 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. Stick or min. 0.5-inch Tapered ISO 95+ GL or S.O. Stick UltraPly TPO XR / I.S.O Spray S, psi concrete See Note 18) 95+ GL or RESISTA RESISTA followed by min. 7/16-inch APA or XR Stick, 12-inch o.c. 45.0 TECO rated OSB Min. 2,500 Asphalticp Min. 1-inch ISO Optional) Additional layer of base insulation UltraPly TPO XR / I.S.O Spray S, C-196 psi concrete ASTM D41 See Note 18) 95+ GL or RESISTA I.S.O. FIX II or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. FIX 11 XR Stick, 6-inch o.c. 142.5 RESISTA Min. 2500 Asphaltic Min. 1-inch ISO Optional) Additional layer of base insulation UltraPly TPO XR / I.S.O Spray S, C-197 psi concrete ASTM D41 See Note 18) 95+ GL or RESISTA I.S.O. FIX 11 or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. FIX II XR Stick, 4-inch o.c. (full 172.5 RESISTA coverage) Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 48 of 77 M TRINITY ERD TABLE 3A-2: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -Orr) SYSTEM TYPE A-1B: BONDED TEMP ROOF, BONDED INSULATION, BONDED ROOF COVER Sys. Deck Vapor Barrier / Base Insulation Layer Top Insulation Layer MDP No. See Note 1) Primer Temporary Roof Roof Cover /Adhesive psf) Type Attach Type Attach Optional additional layers of base insulation C-198 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. FIX II or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. FIX II UltraPly TPO XR / I.S.O Spray S, psi concretep See Note 18) 95+ GL or RESISTA RESISTA followed by min. 0.5-inch ISOGARD XR Stick, 12-inch o.c. 45.0 HD Optional additional layers of base insulation C-199 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. FIX II or min. 0.5-inch Tapered ISO 95+ GL or UltraPly TPO XR / I.S.O Spray S, 82.5psiconcreteSeeNote18) 95+ GL or RESISTA RESISTA followed by min. 0.5-inch ISOGARD XR Stick, 6-inch o.c. HD Optional additional layers of base insulation C-200 Min. 2,500 Asphaltic Min. 1-inch I50 or min. 0.5-inch Tapered ISO 95+ GL or UltraPly TPO XR / I.S.O Spray S, psi concretep ASTM D41I.S.O.FIX See Note 18) 95+ GL or RESISTARESISTA II followed by min. 0.5-inch ISOGARD I.S.O. FIX II XR Stick, 4-inch o.c. (full 172.5 HD coverage) Optional additional layers of base insulation C 201 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. FIX II or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. FIX II UltraPly TPO XR / I.S.O Spray S, psi concrete See Note 18) 95+ GL or RESISTA RESISTA followed by Min. 0.25-inch Dens Deck XR Stick, 12-inch o.c. 45.0 Prime or SECUROCK Gypsum -Fiber Roof Board Optional additional layers of base insulation C-202 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. FIX II or min. 0.5-inch Tapered ISO 95+ GL or S.O. FIX II UltraPly TPO XR / I.S.O Spray S, 60.0psiconcreteSeeNote18) 95+ GL or RESISTA RESISTA followed by Min. 0.25-inch Dens Deck XR Stick, 6-inch o.c. Prime or SECUROCK Gypsum -Fiber Roof Board Optional additional layers of base insulation Min. 2,500 Asphaltic Min. 1-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or UltraPly TPO XR / I.S.O Spray S, C-203 psi concretep ASTM D41 See Note 18) 95+ GL or RESISTA I.S.O. FIX II RESISTA followed by Min. 0.25-inch Dens Deck I.S.O. FIX II XR Stick, 4-inch o.c. (full 172.5 Prime or SECUROCK Gypsum -Fiber Roof Board coverage) Optional additional layers of base insulation C-204 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O.FIX II or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. FIX II UltraPly TPO XR / I.S.O Spray S, psi concretep See Note 18) 95+ GL or RESISTA RESISTA followed by min. 7/16-inch APA or XR Stick, 12-inch o.c. 45.0 TECO rated OSB IJ LTRAPLY so may TPO SA SYsTl 0sF z ? t C-205 Min. 2,500 ASTM D41 MB Base M, adhered in I.S.O. Min. 1.5-inch ISO I.S.O. Twin Pack Min. 0.25-inch Dens Deck Prime or SECUROCK I.S.O. Twin UltraPly TPO SA, self -adhered 232.5psiconcrete Twin Pack 95+ GL Gypsum -Fiber Roof Board Pack C-206 Min. 2,500 ASTM D41 SBS Poly Torch or SBS Glass Torch Min. 1.5-inch 150 I.S.O. Twin Pack Min. 0.25-inch Dens Deck Prime or SECUROCK I.S.O. Twin UltraPly TPO SA, self -adhered 232.5psiconcrete Base, torch applied 95+ GL Gypsum -Fiber Roof Board Pack Min. 2,500 Asphaltic Min. 1-inch ISO I.S.O. Spray S, 6- Optional) Additional layers of base insulation I.S.O. Spray S, C-207 psi concrete ASTM D41 See Note 18) 95+ GL or RESISTA inch o.c. and/or min. 0.5-inch Tapered ISO 95+ GL or 6-inch o.c. UltraPly TPO SA, self -adhered 255.0 Tapered RESISTA Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-1112 Revision 12: 04/09/2015 Appendix 1, Page 49 of 77 TRINITY ERD TABLE 3A-2: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1B: BONDED TEMP ROOF, BONDED INSULATION, BONDED ROOF COVER Sys. Deck Vapor Barrier / Base Insulation Layer Top Insulation Layer MDP No. See Note 1) Primer Temporary Roof Roof Cover /Adhesive psf) Type Attach Type Attach Min. 2,500 Asphaltic Min. 1-inch I50 I.S.O. Spray S, 6- Optional additional layers of base insulation I.S.O. Spray S, C-208 psi concrete ASTM D41 See Note 18) 95+ GL or RESISTA inch o.c. or min. 0.5-inch Tapered ISO 95+GL or 6-inch o.c. UltraPly TPO SA, self -adhered 255.0 Tapered RESISTA; Min, 0.5-inch ISOGARD HD Optional additional layers of base insulation C-209 Min. 2,500 ASTM D41 Asphaltic Min. 1-inch ISO I.S.O. Spray S, 6- or min. 0.5-inch Tapered ISO 95+GL or I.S.O. Spray S, psi concrete See Note 18) 95+ GL or RESISTA inch o.c. Tapered RESISTA; Min. 0.5-inch Dens Deck 6-inch o.c. UltraPly TPO SA, self -adhered 247.5 Prime or SECUROCK Gypsum -Fiber Roof Board Min. 2,500 Asphaltic Min. 1-inch ISO I.S.O. Spray S, 6- Optional additional layers of base insulation I.S.O. Spray S, C-210 ASTM D41 or min. 0.5-inch Tapered ISO 95+GL or UltraPly TPO SA, self -adhered 247.5psiconcreteSeeNote18) 95+ GL or RESISTA inch o.c. Tapered RESISTA; Min. 7/16-inch OSB 6 inch o.c. C-211 Min. 2,500 V-Force WB V-Force Min. 1.5-inch ISO I.S.O. Twin Pack Optional) Additional layers of base insulation I.S.O. Twin UltraPly TPO SA, self -adhered 97.5 psi concrete Primer 95+ GL Pack Min. 2,500 V-Force SB Min. 1.5-inch ISO C 212 psi concrete Primer V-Force 95+ GL I.S.O. Twin Pack None N/A UltraPly TPO SA, self -adhered 277.5 Min. 2,500 V-Force WB Min. 1.5-inch ISO C 213 V-Force I.S.O. Stick Optional) Additional layers of base insulation S.O. Stick UltraPly TPO SA, self -adhered 57.5 psi concrete Primer 9S+GL Min. 2,500 V-Force SB Min. 1.5-inch ISOC-214 V-Force I.S.O. Stick Optional) Additional layers of base insulation I.S.O. Stick UltraPly TPO SA, self -adhered 262.5psiconcretePrimer95+ GL Min. 2,500 V-Force SB Min. 1.5-inch ISO C-215 psi concrete Primer V-Force 95+ GL I.S.O. Stick None N/A UltraPly TPO SA, self -adhered 277.5 Min. 2,500 V-Force SB Min. 1.5-inch ISO Optional additional layers of base insulation C-216 psi concrete Primer V-Force 95+ GL I.S.O. Stick or min. 0.5-inch Tapered ISO 95+ GL; Min. 0.5- I.S.O. Stick UltraPly TPO SA, self -adhered 262.5 inch ISOGARD HD Optional additional layers of base insulation Min. 2,500 V-Force SB Min. 1.5-inch ISO or min. 0.5-inch Tapered ISO 95+ GL; Min. C-217 psi concrete Primer V-Force 95+ GL I.S.O. Stick 0.25-inch Dens Deck Prime or SECUROCK I.S.O. Stick UltraPly TPO SA, self -adhered 247.5 Gypsum -Fiber Roof Board Min. 2,500 V-Force SB Min. 1.5-inch ISO Optional additional layers of base insulation C-218 psi concrete Primer V-Force 95+ GL I.S.O. Stick or min. 0.5-inch Tapered ISO 95+ GL; Min. I.S.O. Stick UltraPly TPO SA, self -adhered 247.5 7/16-inch OSB Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 50 of 77 TABLE 313: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System No. Deck See Note 1) Primer Roof Cover Base Ply Application Top Ply Application MDP psf) C-219 Min. 2,500 psi concrete None None N/A UltraPly TPO XR XR Stick, 12-inch o.c. 97.5 C-220 Min. 2,500 psi concrete None None N/A UltraPly TPO XR XR-BA 360.0 C-221 Min. 2,500 psi concrete None None N/A UltraPly TPO XR XR Stick, 6-inch o.c. 150.0 C-222 Min. 2,500 psi concrete ASTM D41 None N/A UltraPly TPO XR XR-BA 180.0 C-223 Min. 2,500 psi concrete ASTM D41 One or two plies Firestone Type IV (4) M or Type VI (6) M or one ply of MB Base, SBS Base, SBS PolyBase or SBS Premium Base Hot asphalt UltraPly TPO XR I.S.O. Spray S, 4-inch o.c. 240.0 C-224 Min. 2,500 psi concrete ASTM D41 One or two plies Firestone Type IV (4) M or Type VI (6) M or one ply of MB Base, SBS Base, SBS PolyBase or SBS Premium Base Hot asphalt UltraPly TPO XR XR Stick, 4-inch o.c. 315.0 C-225 Min. 2,500 psi concrete None None N/A UltraPly TPO XR Hot asphalt 487.5 C-226 Min. 2,500 psi concrete ASTM D41 None N/A UltraPly TPO XR Hot asphalt 382.5 C-227 Min. 2,500 psi concrete None None N/A UltraPly TPO XR I.S.O. Spray S, 4-inch o.c. 472.5 C-228 Min. 2,500 psi concrete ASTM D41 None N/A UltraPly TPO XR Hot asphalt 495.0 Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-S9166 Evaluation Report F8970.02.08-R12 for FL10264-1312 Revision 12: 04/09/2015 Appendix 1, Page 51 of 77 TRINITY ERD TABLE 4A: LIGHTWEIGHT CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A -IA: BONDED INSULATION, BONDED ROOF COVER Deck System See Note 1 Base Insulation Layer Coverboard MOP No. Roof Cover Adhesive psf) Struct LWC Type Attach Type Attach ULTRAPIY TPO SYSTEMS:'.,. v '.. i'. .. 4`:. Min. 350 psi, min. 2-inch thick Celcore MF Cellular LWC-1 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO I.S.O. Optional) Additional layer of base insulation I.S.O. UltraPly TPO / UP -BA, LVOC- concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL Twin Pack or min. 0.5-inch Tapered ISO 95+ GL Twin Pack BA-1168, LVOC-BA 217.5 board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular LWC-2 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch I.S.O. Optional) Additional layer of base insulation I.S.O. UltraPly TP0 / UP -BA, LVOC- concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Twin Pack or min. 0.5-inch Tapered RESISTA Twin Pack BA-1168, LVOC-BA 217.5 board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional) Min. LWC-3 Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered I.S.O. I.S.O. UltraPly TPO / UP -BA, LVOC- concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or Twin Pack Min. 2-inch ISOGARD HD Composite Twin Pack BA-1168, LVOC-BA 217.5 board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation LWC-4 Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO I.S.O. or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. UltraPly TPO / UP -BA, LVOC- concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or Twin Pack RESISTA followed by min. 0.5-inch ISOGARD Twin Pack BA-1168, LVOC-BA 217.5 board and surfacing of Celcore PVA Curing Compound. RESISTA HD Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation LWC-5 Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO 95+ I.S.O. or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. UltraPly TPO / UP -BA, LVOC- concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey or Twin Pack RESISTA followed by Min. 0.25-inch Dens Deck Twin Pack BA-1168, LVOC-BA 217.5 board and surfacing of Celcore PVA Curing Compound. SRESISTA Prime or SECUROCK Gypsum -Fiber Roof Board Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation LWC-6 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO 95+ S I.S.O. or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. UltraPly TPO / UP -BA, LVOC- concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey or Twin Pack RESISTA followed by min. 7/16-inch APA or Twin Pack BA-1168, LVOC-BA 217.5 board and surfacing of Celcore PVA Curing Compound. RESISTA TECO rated OSB Min. 350 psi, min. 2-inch thick Celcore MF Cellular LWC-7 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO I.S.O. Optional) Additional layer of base insulation I.S.O. concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL Twin Pack or min. 0.5-inch Tapered ISO 95+ GL Twin Pack UltraPly TPO /WBBA-P 45.0 board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular LWC-8 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch I.S.O. Optional) Additional layer of base insulation I.S.O. concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Twin Pack or min. 0.5-inch Tapered RESISTA Twin Pack UltraPly TPO / WBBA-P 217.5 board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional) Min. Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered I.S.O. I.S.O. LWC-9 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or Twin Pack Min. 2 inch ISOGARD HD Composite Twin Pack UltraPly TPO /WBBA-P 135.0 board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-1112 Revision 12: 04/09/2015 Appendix 1, Page 52 of 77 j TRINITY1 ERD TABLE 4A: LIGHTWEIGHT CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A -IA: BONDED INSULATION, BONDED ROOF COVER Deck System No. See Note 1 Base Insulation Layer Coverboard Roof Cover /Adhesive MDP Struct LWC Type. Attach Type Attach psf) Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch I50 I.S.O. or min. 0.5-inch Tapered ISO 95+GL or I.S.O. LWC-10 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+GLor Twin Pack RESISTA followed by min. 0.5-inch ISOGARD Twin Pack UltraPly TPO /WBBA-P 135.0 board and surfacing of Celcore PVA Curing Compound. RESISTA HD Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation LWC-11 Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO I.S.O. or min. 0.5-inch Tapered ISO 9S+GL or I.S.O. concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+GLor Twin Pack RESISTA followed by Min. 0.25-inch Dens Deck Twin Pack UltraPly TPO /WBBA-P 135.0 board and surfacing of Celcore PVA Curing Compound. RESISTA Prime or SECUROCK Gypsum -Fiber Roof Board Min. 350 psi, min. 2-inch thick Celcore MF Cellular LWC-12 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO Optional) Additional layer of base insulation UltraPly TPO / UP -BA, LVOC- concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL I.S.O. Stick or min. 0.5-inch Tapered 150 95+GL I.S.O. Stick BA-1168, LVOC-BA 187.5 board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular LWC-13 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch Optional) Additional layer of base insulation UltraPly TPO / UP -BA, LVOC- concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA I.S.O. Stick or min. 0.5-inch Tapered RESISTA I.S.O. Stick BA-1168, LVOC-BA 187.5 board and surfacing of Celcore PVA Curing Compound. Structural Min. 200 psi, min. 2-inch thick Celcore, Elastizell, Min. 1.5-inch ISO LWC-14 concrete Mearlcrete or Insulcel cellular LWIC. 95+ GL I.S.O. Stick Optional) Additional layers of base insulation I.S.O. Stick UltraPly TPO / UP -BA 225.0 Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional) Min. LWC-15 Structural Concrete with Celcore HIS Rheology Modifying 0.5-inch Tapered UltraPly TPO / UP -BA, LVOC- concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or I.S.O. Stick Min. 2-inch ISOGARD HD Composite I.S.O. Stick BA-1168, LVOC-BA 187.5 board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO or min. 0.5-inch Tapered ISO 95+GL or UltraPly TPO / UP -BA, LVOCLWC-16 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+GLor I.S.O. Stick RESISTA followed by min. 0.5-inch ISOGARD I.S.O. Stick BA-1168, LVOC-BA 187.5 board and surfacing of Celcore PVA Curing Compound. RESISTA HD Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation LWC 17 Structural Concrete with Celcore HIS Rheology Modifying Min. 1.5-inch I50 or min. 0.5-inch Tapered ISO 95+GL or UltraPly TPO / UP -BA, LVOC concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or I.S.O. Stick RESISTA followed by Min. 0.25-inch Dens Deck I.S.O. Stick BA-1168, LVOC-BA 187.5 board and surfacing of Celcore PVA Curing Compound. RESISTA Prime or SECUROCK Gypsum -Fiber Roof Board LWC-18 Structural Min. 200 psi, min. 2-inch thick Celcore, Elastizell, Min. 1.5-inch ISO I.5.0. Stick Min. 0.25-inch Dens Deck Prime or SECUROCK I.S.O. Stick UltraPly TPO / UP -BA 225.0 concrete Mearlcrete or Insulcel cellular LWIC. 95+GL Gypsum -Fiber Roof Board Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation LWC-19 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO 95+GLor I.S.O. Stick or min. 0.S-inch Tapered ISO 9S+GL or UltraPly TPO / UP -BA, LVOC- concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA followed by min. 7/16-inch APA or 50Stick BA- 1168, LVOC-BA 187. 5 board and surfacing of Celcore PVA Curing Compound. RESISTA TECO rated OSB Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 53 of 77 TRINITY1 ERQ TABLE 4A: LIGHTWEIGHT CONCRETE DECKS- NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A -IA: BONDED INSULATION, BONDED ROOF COVER Deck System No. See Note 1 ) Base Insulation Layer Coverboard Roof Cover / Adhesive MDP Psf) Struct LWC Type Attach Type Attach Min. 350 psi, min. 2-inch thick Celcore MF Cellular LWC-20 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO Additional layer of base insulation concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL I.S.O. Optional) Stick or min. 0.5-inch Tapered ISO 95+ GL I.S.O. Stick UltraPly TPO /WBBA-P 45.0 board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular LWC-21 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch Optional) Additional layer of base insulation concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA I.S.O. Stick or min. 0.5-inch Tapered RESISTAI.S.O. Stick UltraPly TPO /WBBA-P 187.5 board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional) Min. LWC-22 Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered I.S.O. Stick Min. 2-inch ISOGARD HD Composite I.S.O. Stick UltraPly TPO / WBBA-P 135.0 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch I50 or min. 0.5-inch Tapered ISO 95+ GL orLWC23 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or I.S.O. Stick RESISTA followed by min. 0.5-inch ISOGARD I.S.O. Stick UltraPly TPO /WBBA-P 135.0 board and surfacing of Celcore PVA Curing Compound. RESISTA HD Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or LWC-24 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or I.S.O. Stick RESISTA followed by Min. 0:25-inch Dens Deck I.S.O. Stick UltraPly TPO /WBBA-P 135.0 board and surfacing of Celcore PVA Curing Compound. RESISTA Prime or SECUROCK Gypsum -Fiber Roof Board LWC-25 Structural Min. 200 si, min. 2-inch thick Elastizell cellular LWIC. p Min. 1.5-inch ISO 3M CR-20 Optional) Additional layers base insulation 3M CR-20 UltraPly TPO / UP -BA 180.0 concrete 95+ GL LWC-26 Structural Min. 200 psi, min. 2-inch thick Celcore cellular LWIC. p Min. 1.5-inch ISO 3M CR-20 Optional) Additional layers base insulation 3M CR-20 UltraPly TPO / UP -BA 222.5concrete95+ GL LWC-27 Structural Min. 200 si, min. 2-inch thick Mearlcrete cellular LWIC. p Min. 1.5-inch ISO 3M CR-20 Optional) Additional layers base insulation 3M CR-20 UltraPly TPO / UP -BA 240.0 concrete 95+ GL LWC-28 Structural Min. 200 psi, min. 2-inch thick Elastizell cellular LWIC. Min. 1.5-inch ISO 3M CR-20 Min. 0.25-inch Dens Deck or SECUROCK 3M CR-20 UltraPly TPO / UP -BA 180.0concrete95+ GL Gypsum -Fiber Roof Board LWC-29 Structural Min. 200 psi, min. 2-inch thick Celcore or Mearlcrete Min. 1.5-inch ISO Min. 0.25-inch Dens Deck or SECUROCK concrete cellular LWIC. 95+ GL 3M CR-20 Gypsum -Fiber Roof Board 3M CR-20 UltraPly TPO / UP -BA 195.0 LWC-30 Structural Min. 200 psi, min. 2-inch thick Elastizell cellular LWIC. Min. 1.5-inch ISO 3M CR-20 Min. 0.25-inch Dens Deck Prime or SECUROCK 3M CR-20 UltraPly TPO / UP -BA 180.0concrete95+ GL Gypsum -Fiber Roof Board LWC-31 Structural Min. 200 psi, min. 2-inch thick Celcore cellular LWIC. Min. 1.5-inch ISO 3M CR-20 Min. 0.25-inch Dens Deck Prime or SECUROCK 3M CR-20 UltraPly TPO / UP -BA 222.5concrete95+ GL Gypsum -Fiber Roof Board LWC-32 Structural Min. 200 psi, min. 2-inch thick Mearlcrete cellular LWIC. Min. 1.5-inch ISO 3M CR-20 Min. 0.25-inch Dens Deck Prime or SECUROCK 3M CR-20 UltraPly TPO / UP -BA 240.0concrete95+ GL Gypsum -Fiber Roof Board ULTRA PLY TPC1 XRSYSTEMS: p,, Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 54 of 77 Q:fTRINITYI ERD TABLE 4A: LIGHTWEIGHT CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1A: BONDED INSULATION, BONDED ROOF COVER Deck System No. See Note 1 Base Insulation Layer Coverboard Roof Cover /Adhesive MOP Struct LWC Type Attach Type Attach Psf) Min. 350 psi, min. 2-inch thick Celcore MF Cellular Structural Concrete with Celcore HIS Rheology Modifying Min. 1-inch ISO I.S.O. Optional) Additional layer of base insulation I.S.O. LWC-33 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL Twin Pack or min. 0.5-inch Tapered ISO 95+ GL Twin Pack UltraPly TPO XR / XR-BA 112.5 board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch I.S.O. Optional) Additional layer of base insulation I.S.O. LWC-34 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Twin Pack or min. 0.5-inch Tapered RESISTA Twin Pack UltraPly TPO XR / XR-BA 142.5 board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional) Min. Structural Concrete with Celcore HIS Rheology Modifying 0.5-inch Tapered I.S.O. I.S.O. LWC-35 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or Twin Pack Min. 2-inch ISOGARD HD Composite Twin Pack UltraPly TPO XR / XR-BA 217.5 board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA Min. 350 psi, min. 2-inch thick Celcore MF Cellular Min. 1.5-inch ISO Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying I.S.O. or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. LWC 36 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ or Twin Pack RESISTA followed by min. 0.5-inch ISOGARD Twin Pack UltraPly TPO XR / XR-BA 217.5 board and surfacing of Celcore PVA Curing Compound, STRESISTA HD Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO I.S.O. or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. LWC-37 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or Twin Pack RESISTA followed by Min. 0.25-inch Dens Deck Twin Pack UltraPly TPO XR / XR-BA 217.5 board and surfacing of Celcore PVA Curing Compound. RESISTA Prime or SECUROCK Gypsum -Fiber Roof Board Min. 350 psi, min. 2-inch thick Celcore MF Cellular Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO I.S.O. Optional) Additional layer of base insulation I.S.O. UltraPly TPO XR / I.S.OLWC-38 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL Twin Pack or min. 0.5-inch Tapered ISO 95+ GL Twin Pack Spray S, XR Stick, 6-inch o.c. 142.5 board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch I.S.O. Optional) Additional layer of base insulation I.S.O. UltraPly TPO XR / I.S.OLWC-39 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Twin Pack or min. 0.5-inch Tapered RESISTA Twin Pack Spray S, XR Stick, 6-inch o.c. 142.5 board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional) Min. Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered I.S.O. I.S.O. UltraPly LWC-40 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or Twin Pack Min. 2-inch ISOGARD HD Composite Twin Pack XR Sic , 2-inSprayS, XR Stick, 12-inch 45.0 board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA O.C. Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO I.S.O. or min. 0.5-inch Tapered ISO 9S+ GL or I.S.O. UltraPly TPO XR / I.S.O LWC 41 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or Twin Pack RESISTA followed by min. 0.5-inch ISOGARD Twin Pack Spray S, XR Stick, 12-inch 45.0 board and surfacing of Celcore PVA Curing Compound. RESISTA HD O.C. Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 55 of 77 ERD TABLE 4A: LIGHTWEIGHT CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A -IA: BONDED INSULATION, BONDED ROOF COVER Deck System No. See Note 1 Base Insulation Layer Coverboard Roof Cover /Adhesive MDP Struct LWC Type Attach Type Attach Psf) Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO I.S.O. or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Ultra Ply TPO XR / I.5.0 LWC-42 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or Twin Pack RESISTA followed by Min. 0.25-inch Dens Deck Twin Pack Spray 5, XR Stick, 12-inch 45.0 board and surfacing of Celcore PVA Curing Compound. RESISTA Prime or SECUROCK Gypsum -Fiber Roof Board o c Min. 350 psi, min. 2-inch thick Celcore MF Cellular Min. 1-inch I50 Optional additional layers of base insulation Ultra Ply TPO XR / I.S.O LWC-43 Structural Concrete with Celcore HS Rheology Modifying 95+ GL or I.S.O. or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Spray S, XR Stick, 12-inch 45.0 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey Twin Pack RESISTA followed by min. 7/16-inch APA or Twin Pack board and surfacing of Celcore PVA Curing Compound. RESISTA TECO rated OSB O.C. Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional) Min. LWC-44 Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered I.S.O. Min. 2-inch ISOGARD HD Composite I.S.O. Ultra Ply TPO XR / I.S.O 82.5 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or Twin Pack Twin Pack Spray S, XR Stick, 6-inch o.c. board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA Min. 350 psi, min. 2-inch thick Celcore MF Cellular Min. 1.5-inch ISO Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying I.S.O. or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Ultra Ply TPO XR / I.S.OLWC-45 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or Twin Pack RESISTA followed by min. 0.5-inch ISOGARD Twin Pack Spray S, XR Stick, 6-inch o.c. 82.5 board and surfacing of Celcore PVA Curing Compound. RESISTA HD Min. 350 psi, min. 2-inch thick Celcore MF Cellular Min. 1.5-inch ISO Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying I.S.O. or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. Ultra Ply TPO XR / I.S.OLWC-46 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or Twin Pack RESISTA followed by Min. 0.25-inch Dens Deck Twin Pack Spray S, XR Stick, 6-inch o.c. 60,0 board and surfacing of Celcore PVA Curing Compound. RESISTA Prime or SECU ROCK Gypsum -Fiber Roof Board Min. 350 psi, min. 2-inch thick Celcore MF Cellular Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO I.S.O. Optional) Additional layer of base insulation I.S.O. Ultra Ply TPO XR / I.S.O LWC-47 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL Twin Pack or min. 0.5-inch Tapered ISO 95+ GL Twin Pack Spray Stick, 4-inch o.c. 172.5 board and surfacing of Celcore PVA Curing Compound. erraa ge) full coverage) Min. 350 psi, min. 2-inch thick Celcore MF Cellular Structural Concrete with Celcore HS RheologyModifyingy g Min. 1-inch I.S.O. Optional) Additional layer of base insulation I.S.O. Ultra Ply / I.S.O LWC-48 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA Twin Pack or min. 0.5-inch Tapered RESISTA Twin Pack XR SicSprayStick, 4-inch o.c. 172.5 board and surfacing of Celcore PVA Curing Compound. v rafullcoverage) Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional) Min. Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered I.S.O. I.S.O. Ultra Ply / I.S.O LWC-49 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or Twin Pack Min. 2-inch ISOGARD HD Composite Twin Pack Spray 5, XXRRSSticck, 4-inch o.c. 172.5 board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA full coverage) Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1. 5-inch ISO I.S. O. or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. UltraPly TPO XR / I.S.O LWC-SO concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or Twin Pack RESISTA followed by min. 0.5-inch ISOGARD Twin Pack Spray S, XR Stick, 4-inch o.c. 172.5 board and surfacing of Celcore PVA Curing Compound. RESISTA HD full coverage) Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970.02.08-R12 for FL10264-R12 Certificate of Authorization #9503 Revision 12: 04/09/201S Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 56 of 77 TABLE 4A: LIGHTWEIGHT CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -Orr) SYSTEM TYPE A -IA: BONDED INSULATION, BONDED ROOF COVER Deck Systoem See Note 1) Base Insulation Layer Coverboard MDP Roof Cover/ Adhesive Psf) Struct LWC Type Attach Type Attach Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation LWC-51 Structural Concrete with Celcore HIS Rheology Modifying Min. 5-inch ISO1. I.S.O. or min. 0.5-inch Tapered ISO 95+ GL or I.S.O. UltraPly TPO XR / I.S.O concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or Twin Pack RESISTA followed by Min. 0.25-inch Dens Deck Twin Pack Spray Stick, 4-inch o.c. 172.5 board and surfacing of Celcore PVA Curing Compound. RESISTA Prime or SECUROCK Gypsum -Fiber Roof Board erara ge) full coverage) Min. 350 psi, min. 2-inch thick Celcore MF Cellular LWC-52 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO Optional) Additional layer of base insulation concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL I.S.O. Stick or min. 0.5-inch Tapered ISO 95+ GL I.S.O. Stick UltraPly TPO XR / XR-BA 112.5 board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular LWC-53 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch Optional) Additional layer of base insulation concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA I.S.O. Stick or min. 0.5-inch Tapered RESISTA I.S.O. Stick UltraPly TPO XR / XR-BA 142.5 board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional) Min. LWC-54 Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or I.S.O. Stick Min. 2-inch ISOGARD HD Composite I.S.O. Stick UltraPly TPO XR / XR-BA 187.5 board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base Insulation LWC-55 Structural Concrete with Celcore HIS Rheology Modifying Min. 1.5-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or I.S.O. Stick RESISTA followed by min. 0.5-inch ISOGARD I.S.O. Stick UltraPly TPO XR / XR-BA 187.5 board and surfacing of Celcore PVA Curing Compound. RESISTA HD Min. 350 psi, min. 2-Inch thick Celcore MF Cellular Optional additional layers of base insulation LWC-56 Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or S.O. Stick RESISTA followed by Min. 0.25-inch Dens Deck I.S.O. Stick UltraPly TPO XR / XR-BA 187.5 board and surfacing of Celcore PVA Curing Compound. RESISTA Prime or SECUROCK Gypsum -Fiber Roof Board Min. 350 psi, min. 2-inch thick Celcore MF Cellular LWC-57 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO Optional) Additional layer of base insulation UltraPly TPO XR / I.S.O concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL I.S.O. Stick or min. 0.5-inch Tapered ISO 95+GL I.S.O. Stick Spray S, XR Stick, 6-inch o.c. 142.5 board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular LWC-58 Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch Optional) Additional layer of base insulation UltraPly TPO XR / I.S.O concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA I.S.O. Stick or min. 0.5-inch Tapered RESISTA I.S.O. Stick Spray S, XR Stick, 6-inch o.c. 142.5 board and surfacing of Celcore PVA Curing Compound. Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional) Min. Structural Concrete with Celcore HIS Rheology Modifying 0.5-inch Tapered UltraPly TPO XR / I.S.O LWC-59 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or I.S.O. Stick Min. 2-inch ISOGARD HD Composite I.S.O. Stick Spray S, XR Stick, 12-inch 45.0 board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA O.C. Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 57 of 77 J ( E i TABLE4A: LIGHTWEIGHT CONCRETE DECKS- NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1A: BONDED INSULATION, BONDED ROOF COVER Deck System No. See Note 1) Base Insulation Layer Coverboard Roof Cover / Adhesive MDP Struct LWC Type Attach Type Attach psf) Min. 350 psi, min. 2-inch thick Celcore MF Cellular Min. 1.5-inch I50 Optional additional layers of base insulation UltraPly TPO XR / I.S.O LWC-60 Structural Concrete with Celcore HS Rheology Modifying 95+ GL or I.S.O. Stick or min. 0.5-inch Tapered ISO 95+GL or I.S.O. Stick Spray S, XR Stick, 12-inch 45.0 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA followed by min. 0.5-inch ISOGARD board and surfacing of Celcore PVA Curing Compound. RESISTA HD O.C. Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or UltraPly TPO XR / I.S.O LWC-61 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or I.S.O. Stick RESISTA followed by Min. 0.25-inch Dens Deck I.S.O. Stick Spray S, XR Stick, 12-inch 45.0 board and surfacing of Celcore PVA Curing Compound. RESISTA Prime or SECUROCK Gypsum -Fiber Roof Board o c Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or UltraPly TPO XR / I.S.O LWC-62 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or I.S.O. Stick RESISTA followed by min. 7/16-inch APA or I.S.O. Stick Spray S, XR Stick, 12-inch 45.0 board and surfacing of Celcore PVA Curing Compound. RESISTA TECO rated OSB o C. Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional) Min. Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered UltraPly TPO XR / I.S.OLWC-63 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or I.S.O. Stick Min. 2-inch ISOGARD HD Composite I.S.O. Stick Spray S, XR Stick, 6-inch o.c. 82 5 board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or UltraPly TPO XR / I.S.OLWC-64 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or I.S.O. Stick RESISTA followed by min. 0.5-inch ISOGARD I.S.O. Stick Spray S, XR Stick, 6-inch o.c. 82.5 board and surfacing of Celcore PVA Curing Compound. RESISTA HD Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO or min. 0.5-inch Tapered ISO 95+ GL or UltraPly TPO XR / I.S.OLWC-65 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or I.S.O. Stick RESISTA followed by Min. 0.25-inch Dens Deck I.S.O. Stick Spray S, XR Stick, 6-inch o.c. 60.0 board and surfacing of Celcore PVA Curing Compound. RESISTA Prime or SECUROCK Gypsum -Fiber Roof Board Min. 350 psi, min. 2-inch thick Celcore MF Cellular Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch ISO Optional) Additional layer of base insulation UltraPly TPO XR / I.S.O LWC-66 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL I.S.O. Stick or min. 0.5-inch Tapered ISO 95+ GL I.S.O. Stick Spray Stick, 4-inch o.c. 172.5 board and surfacing of Celcore PVA Curing Compound. full coverage) erraa ge) Min. 350 psi, min. 2-inch thick Celcore MF Cellular Structural Concrete with Celcore HS Rheology Modifying Min. 1-inch Optional) Additional layer of base insulation UltraPly / I.5.0 LWC-67 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey RESISTA I.S.O. Stick or min. 0.5-inch Tapered RESISTA I.S.O. Stick Spray ck, 4-inch o.c. XR Stick, Sge) 172.5 board and surfacing of Celcore PVA Curing Compound. erraafullcoverage) Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional) Min. Structural Concrete with Celcore HS Rheology Modifying 0.5-inch Tapered UltraPly TPO XR / I.S.O LWC-68 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey ISO 95+ GL or I.S.O. Stick Min. 2-inch ISOGARD HD Composite I.S.O. Stick Spray S, XR Stick, 4-inch o.c. 172.5 board and surfacing of Celcore PVA Curing Compound. Tapered RESISTA full coverage) Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization 49503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 1`8970.02.08-1312 for FL10264-1112 Revision 12: 04/09/2015 Appendix 1, Page 58 of 77 y INITYIERD TABLE 4A: LIGHTWEIGHT CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1A: BONDED INSULATION, BONDED ROOF COVER Deck System No. See Note 1 Base Insulation Layer Coverboard Roof Cover /Adhesive MDP Struct LWC Type Attach Type Attach psf) Min. 350 psi, min. 2-inch thick Celcore MF Cellular Min. 1.5-inch ISO Optional additional layers of base Insulation Ultra Ply TPO XR / I.S.OStructuralConcretewithCelcoreHSRheologyModifyingormin. 0.5-inch Tapered ISO 95+GL or LWC-69 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or I.S.O. Stick RESISTA followed by min. O.5-inch ISOGARD I.S.O. Stick Spray S, XR Stick, 4-inch o.c. 172.5 board and surfacing of Celcore PVA Curing Compound. RESISTA I HD full coverage) Min. 350 psi, min. 2-inch thick Celcore MF Cellular Optional additional layers of base insulation Structural Concrete with Celcore HS Rheology Modifying Min. 1.5-inch ISO or min. 0.5-inch Tapered ISO 95+GL or UltraPly TPO XR / I.S.O LWC-70 concrete Admixture, with optional 1-inch thick, 1.0 pcf EPS holey 95+ GL or I.S.O. Stick RESISTA followed by Min. 0.25-inch Dens Deck I.S.O. Stick Spray 5, XR Stick, 4-inch o.c. 172.5 board and surfacing of Celcore PVA Curing Compound. RESISTA Prime or SECUROCK Gypsum -Fiber Roof Board full coverage) Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-1112 Revision 12: 04/09/2015 Appendix 1, Page 59 of 77 ERi TABLE 4B: LIGHTWEIGHT CONCRETE DECKS -NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System Deck (See Note 1) MDP No. Structural Deck LWC Roof Cover / Adhesive psf) ULTRAPLYTPO SYSTEMS:' > e '.UM $$ gg Min. 22 ga., type B, Grade 33 vented steel deck LWC-71 at max. 5 ft spans or min. 2,500 psi structural Min. 200 psi, min. 2-inch thick Approved cellular LWIC with optional 1-inch thick, 1.0 pcf EPS holey board. UltraPly TPO / UP -BA 67.5 concrete Min. 22 ga., type B, Grade 33 vented steel deck Min. 200 psi, min. 2-inch thick Approved cellular LWIC with optional 1-inch thick, 1.0 pcf EPS holey board. When LWC-72 at max. 5 ft spans or min. 2,500 psi structural walkable, LWC is mechanically attached with Firestone Insulation Fastening Plates with Firestone HD Fasteners at UltraPly TPO / UP -BA 135.0 concrete a density of 1 per 2 ft'. LWC-73 Min. 2,500 psi structural concretep Min. 350 psi, min. 2-inch thick Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture, with UltraPly TPO / UP -BA 247.5 optional 1-inch thick, 1.0 pcf EPS holey,board and surfacing of Celcore PVA Curing Compound. ULTRAPLV 0 XR SYSTEMS i. y: a. Min. 22 ga., type B, Grade 33 vented steel deck LWC-74 at max. 6 ft spans or min. 2,500 psi structural Min. 200 psi, min. 2-inch thick Celcore cellular LWIC with optional 1-inch thick, 1.0 pcf EPS holey board. UltraPly TPO XR / XR-BA 45.0 concrete Min. 22 ga., type B, Grade 33 vented steel deck Min. 200 psi, min. 2-inch thick Celcore cellular LWIC with optional 1-inch thick, 1.0 pcf EPS holey board. When LWC-75 at max. 6 ft spans or min. 2,500 psi structural walkable, LWC is mechanically attached with Firestone Insulation Fastening Plates with Firestone HD Fasteners at UltraPly TPO XR / XR-BA 90.0 concrete a density of 1 per 2 ft'. Min. 22 ga., type B, Grade 33 vented steel deck Min. 250 psi, min. 2-inch thick Approved cellular LWIC with optional 1-inch thick, 1.0 pcf EPS holey board. When LWC-76 at max. 6 ft spans or min. 2,500 psi structuralp walkable, LWC is mechanically attached with Firestone Insulation Fastening Plates with Firestone HD Fasteners at UltraPly TPO XR / XR-BA 75.0 a density of 1 per 2 ft'. Note: To qualify the LWIC under this assembly, on Trufast FM-90 Fastener shall achieve a concrete MCRF of 100 lbf when tested per TAS 105 or ANSI/SPRI FX-1. LWC-77 Min. 2,500 psi structural concretep Min. 250 psi, min. 2-inch thick Approved cellular LWIC. Note: To qualify the LWIC under this assembly, an Trufast U ItraPly TPO XR / XR-BA 467.5 FM-90 Fastener shall achieve a MCRF of 95 lbf when tested per TAS 105 or ANSI/SPRI FX-1. Min. 22 ga., type B, Grade 33 vented steel deck LWC-78 at max. 6 ft spans welded 6-inch o.c. with 3/8- Min. 350 psi, min. 2-inch thick Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture, with inch welding washers and two Traxx/1 screws at optional 1-inch thick, 1.0 pcf EPS holey board and surfacing of Celcore PVA Curing Compound. UltraPly TPO XR / XR-BA 52.5 sidelap even btwn spans Min. 22 ga., type B, Grade 33 vented steel deck LWC-79 at max. 6 ft spans attached 6-inch o.c. with Min. 350 psi, min. 2-inch thick Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture, with Traxx/5 screws and one Traxx/1 screw at sidelap optional 1-inch thick, 1.0 pcf EPS holey board and surfacing of Celcore PVA Curing Compound. UltraPly TPO XR / XR-BA 60.0 midspan Min. 22 ga., type B, Grade 33 vented steel deck LWC-80 at max. 5 ft spans attached 6-inch o.c. with Min. 350 psi, min. 2-inch thick Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture, with Traxx/5 screws and one Traxx/1 screw at sidelap optional 1-inch thick, 1.0 pcf EPS holey board and surfacing of Celcore PVA Curing Compound. UltraPly TPO XR / XR-BA 82.5 midspan Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization 49503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-1112 Revision 12: 04/09/2015 Appendix 1, Page 60 of 77 TRINITY! ED TABLE 46: LIGHTWEIGHT CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System Deck (See Note 1) MDP No. Structural Deck LWC Roof Cover / Adhesive psf) Min. 22 ga., type B, Grade 33 vented steel deck LWC-81 at max. 4 ft spans attached 6-inch o.c. with Min. 350 psi, min. 2-inch thick Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture, with UltraPly TPO XR / XR-BA 90.0Traxx/5 screws and one Traxx/1 screw at sidelap optional 1-inch thick, 1.0 pcf EPS holey board and surfacing of Celcore PVA Curing Compound. midspan Min. 22 ga., type B, Grade 33 vented steel deck Min. 350 psi, min. 2-inch thick Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture, with LWC-82 at max. 6 ft spans welded 6-inch o.c. with 3/8- optional 1-inch thick, 1.0 pcf EPS holey board and surfacing of Celcore PVA Curing Compound. When walkable, inch welding washers and two Traxx/1 screws at LWC is mechanically attached with Firestone Insulation Fastening Plates with Firestone HD Fasteners at a density UltraPly TPO XR / XR-BA 90.0 sidelap even btwn spans of 1 per 2 ftz. LWC-83 Min. 2,500 psi structural concretep Min. 350 psi, min. 2-inch thick Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture, with UltraPly TPO XR / XR-BA 90.0 optional 1-inch thick, 1.0 pcf EPS holey board and surfacing of Celcore PVA Curing Compound. Min. 22 ga., type B, Grade 33 vented steel deck LWC-84 at max. 6 ft spans welded 6-inch o.c. with 3/8- Min. 250 psi, min. 2-inch thick Elastizell Range II Lightweight Insulating Concrete with optional 1-inch thick, 1.0 pcf UltraPly TPO XR / XR-BA 37.5inchweldingwashersandtwoTraxx/1 screws at EPS holey board. sidelap even btwn spans Min. 22 ga., type B, Grade 33 vented steel deck at max. 6 ft spans welded 6-Inch o.c. with 3/8- Min. 250 psi, min. 2-inch thick Elastizell Range II Lightweight Insulating Concrete with optional 1-inch thick, 1.0 pcf LWC-85 inch welding washers and two Traxx/1 screws at EPS holey board. When walkable, LWC is mechanically attached with Firestone Insulation Fastening Plates with UltraPly TPO XR / XR-BA 82.5 sidelap even btwn spans Firestone HD Fasteners at a density of 1 per 2 W. LWC-86 Min. 2,500 psi structural concretep Min. 250 psi, min. 2-inch thick Elastizell Range II Lightweight Insulating Concrete with 1-inch thick, 1.0 pcf EPS UltraPly TPO XR / XR-BA 90.0holeyboard. LWC-87 Min. 2,500 psi structural concrete Min. 250 psi, min. 2-inch thick Elastizell Range II Lightweight Insulating Concrete. No EPS holey board. UltraPly TPO XR / XR-BA 210.0 LWC-88 Min. 2,500 psi structural concrete Min. 350 psi, min. 2-inch thick Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture, with UltraPly TPO XR / XR Stick; 4-inch o.c. (full 75.0optional1-inch thick, 1.0 pcf EPS holey board and surfacing of Celcore PVA Curing Compound. coverage) Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-1312 Revision 12: 04/09/2015 Appendix 1, Page 61 of 77 TABLE SA: CEMENTITIOUS WOOD FIBER DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1A: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer7777 Top Insulation Layer MOP No. See Note 1) Type Attach Type Attach Roof Cover Adhesive psf) ULTRAPLY.T PO SYSTEMS: 2. ' F.... CWF-1. Tectum Min. 1.5 inch ISO 95+ GL I.S.O. Stick Optional) Min. 0.25-inch Dens Deck, Dens Deck Prime or S.O. Stick UltraPly TPO / UP -BA 45.0 SECUROCK Gypsum -Fiber Roof Board Optional) Min. 0.25-inch Dens Deck Prime or SECUROCK UltraPly TPO / LVOC-BA- CWF-2. Tectum Min. 1.5-Inch ISO 95+ GL I.S.O. Stick Gypsum -Fiber Roof Board I.S.O. Stick 1168 45.0 CWF-3. Tectum Min. 1.5-inch ISO 95+ GL I.S.O. Spray S, full Optional) Min. 0.25-inch Dens Deck or SECUROCK I.S.O. Spray S, full UltraPly TPO / UP -BA 45.0 coverage Gypsum -Fiber Roof Board coverage CWF-4. Tectum or Min. 1.5-inch ISO 95+ GL 3M CR-20 Optional) Min. 0.25-inch Dens Deck, Dens Deck Prime or 3M CR-20 UltraPly TPO / UP -BA 52.5 Fibroplank SECUROCK Gypsum -Fiber Roof Board Tectum or Optional) Min. 0.25-inch Dens Deck Prime or SECUROCK UltraPly TPO / LVOC-BA- CWF-S. Fibroplank Min. 1.5-inch ISO 95+ GL 3M CR-20 Gypsum -Fiber Roof Board 3M CR-20 1168 52.5 UltraPly TPO UP -BA, LVOC- CWF-6. Tectum Min. 1-inch ISO 95+ GL I.S.O. Twin Pack None I.S.O. Twin Pack BA-1168, LVOC-BA 75.0 UltraPly TPO / UP-BALVOC CWF- 7. Tectum I Min. 0.5 inch ISO 95+ GL S.O. Twin Pack Min. 0.5-inch ISO 95+ GL S.O. Twin Pack 92.5 BA- 1168, LVOC-BA 1. 41 APLY'TPO XRSYSTEMS: . o"' Al UltraPly TPO XR XR Stick, CWF- 8. Tectum 1 Min. 1-inch ISO 95+ GL I.S.O. Twin Pack None I.S.O. Twin Pack 6- inch o.c. 75. 0 UltraPly TPO XR XR Stick, CWF- 9. Tectum I Min. ISO 9S+6L I.S.O. Twin Pack Min.0.5 inch I50 95+GL I.S.O. Twin Pack 6- inch o.c. 82. 5 TABLE SB: CEMENTITOUS WOOD FIBER DECKS - NEW CONSTUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover / MDP No. See Note 1) Type Fasten Attach Type Attach Type Attach Adhesive psf) Optional) Min. 0.25-inch SBS Base, SBS Two Piece 9- inch o.c. in the min. 2-inch lap Min. 1.5-inch Dens Deck, Dens Deck UltraPly TPO / UP- CWF- 10. Tectum Premium Base, MB Locking Nail and 18-inch o.c. in two, equally ISO 95+ GL I. S.O. Stick Prime or SECUROCK I. S.O. Stick BA 45. 0* Base or APP 160 spaced center rows Gypsum - Fiber Roof Board Optional) Min.0.25-inch SBS Base, SBS Two Piece 9- inch o.c. in the min. 2-inch lap Min. 1.5-inch Dens Deck Prime or UltraPly TPO / CWF- 11. Tectum Premium Base, MB Locking Nail and 18-inch o.c. in two, equally ISO 95+ GL S. O. Stick SECUROCK Gypsum -Fiber I. S.O. Stick LVOC- BA-1168 45. 0* Base or APP 160 spaced center rows Roof Board Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970.02.08-R12 for FL10264-R12 Certificate of Authorization #9503 Revision 12: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 62 of 77 ERD TABLE 6A: GYPSUM DECKS - REROOF (TEAR -OFF) SYSTEM TYPE A-1A: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer MDP No. (See Note 1) Type Attach Type Attach Roof Cover /Adhesive ( Psf) Existing poured gypsum or Min. 1.5-inch ISO UltraPly TPO / UP -BA, LVOC- G-1. gypsum plank 95+ GL S.O. Twin Pack Optional) Additional layers of base insulation I.S.O.Twin Pack BA-1168 165.0 Existing poured gypsum or Min. 1.5-inch ISO Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- UltraPly TPO / UP -BA, LVOC- G 2. gypsum plank 95+ GL I.S.O. Twin Pack Fiber Roof Board I.S.O. Twin Pack BA-1168 127.5 G 3. Existing poured gypsum or Min. 1.5-inch ISO I.5.0. Twin Pack Min. 0.25-inch Dens Deck or SECUROCK Gypsum -Fiber I.S.O. Twin Pack UltraPly TPO / UP -BA 157.5 gypsum plank 95+ GL Roof Board G 4 Existing poured gypsum or Optional) Min. 1.5- I.S.O. Twin Pack Min. 0.5-inch ISOGARD HD I.S.O. Twin Pack UltraPly TPO / UP -BA 230.0 gypsum plank inch ISO 95+ GL Existing poured gypsum or Min. 1.5-inch ISO UltraPly TPO / UP -BA, LVOC- G-5. gypsum plank 95+GIL 3M CR-20 Optional) Additional layers base insulation 3M CR-20 BA-1168 257.5 G-6. Existing poured gypsum or Min. 1.5-inch ISO 3M CR-20 Min. 0.25-inch Dens Deck or SECUROCK Gypsum -Fiber 3M CR-20 UltraPly TPO / UP -BA 195.0 gypsum plank 95+ GIL Roof Board Existing poured gypsum or Min. 1.5-inch ISO Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- UltraPly TPO / UP -BA, LVOC- G 7. gypsum plank 95+ GL 3M CR-20 Fiber Roof Board 3M CR-20 BA-1168 240.0 Optional) G-8 Existing poured gypsum or Min. 1.5-inch ISO I.S.O. Stick Min. 0.25-inch Dens Deck, Dens Deck Prime or SECUROCK I.S.O. Stick UltraPly TPO / UP -BA 112.5 gypsum plank 95+ GL Gypsum -Fiber Roof Board Optional) Existing poured gypsum or Min. 1.5-inch ISO UltraPly TPO / LVOC-BA- G-9. gypsum plank 95+GL I.S.O. Stick Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- I.S.O. Stick 1168 112.5 Fiber Roof Board Existing poured gypsum or (Optional) Min. 1.5- UltraPly TPO XR / XR Stick, G-10. gypsum plank inch ISO 95+ GL I.S.O. Twin Pack Min. 0.5-inch ISOGARD HD I.S.O. Twin Pack 4-inch o.c. (full co I 230.0 Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report 1`8970.02.08-1312 for FL10264-R12 Certificate of Authorization #9503 Revision 12: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 63 of 77 TRINITY1 ERD TABLE 66: GYPSUM DECKS - NEW CONSTUCTION oR REROOF (TEAR -OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover/ MOP No. SeelNote Type Fasten Attach Type Attach Type Attach Adhesive Psf ) Optional) Min.0.25-inch Existing SBS Base, SBS Two Piece 9-inch o.c. in the min. 2-inch lap Min. 1.5-inch Dens Deck, Dens Deck Ultra Ply TPO / UP- G-il. gypsum Premium Base, MB Locking Nail and 18-inch o.c. in two, equally ISO 95+ GL I.S.O. Stick Prime or SECUROCK I.S.O. Stick BA 45.0` deck Base or APP 160 spaced center rows Gypsum -Fiber Roof Board Optional) Min. 0.25-inch Existing I 565 Base, SBS Two Piece 9-inch o.c. in the min. 2-inch lap Min. 1.5-inch Dens Deck Prime or Ultra Ply TPO / G 12. gypsum Premium Base, MB and 18-inch o.c. in two, equally I.S.O. Stick S.O. Stick 45.0* deck Base or APP 160 Locking Nail spaced center rows ISO 95+ GL SECUROCK Gypsum -Fiber LVOC-BA-1168 Roof Board Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 64 of 77 ERD 1 TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A -IA: BONDED INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer MDP No. See Note 12) Roof Cover psf) Type Attach Type Attach 4 t k' UITR PLY>TPO SYSTEMS 30 11 Existing asphaltic BUR or Min. inch ISO GL UltraPly TPO / UP -BA, LVOC- R-1 granule surface modified Hot Hot Asphalt Min. 0.5-inch Firestone FiberTop C or S Hot Asphalt 135.0 ISO 95+ GwithoptionalnalTaperedISOGL bitumen Existing asphaltic BUR or UltraPly TPO / UP -BA, LVOC- R-2 granule surface modified Min. 1.5-inch ISO 95+ GL Hot Asphalt Optional) Tapered ISO 95+ GL Hot asphalt 180.0 bitumen BA-1168 Existing asphaltic BUR or Min. 1.5-inch ISO 95+ GL with Min. 0.25-inch Dens Deck, Dens Deck Prime or R-3 granule surface modified optional Tapered ISO 95+GL Hot Asphalt SECUROCK Gypsum -Fiber Roof Board Hot Asphalt UltraPly TPO / UP -BA 19S.0 bitumen Existing asphaltic BUR or Min. 1.5-inch ISO 95+ GL with Min. 0.25-inch Dens Deck Prime or SECUROCK UltraPly TPO / LVOC-BA- R-4 granule surface modified optional Tapered ISO 95+ GL Hot Asphalt Gypsum -Fiber Roof Board Hot Asphalt 1168 195.0 bitumen Existing asphaltic BUR or Optional) R-5 granule surface modified Min. 1.5-inch ISO 95+ GL I.S.O. Twin Pack Min. 0.25-inch Dens Deck, Dens Deck Prime or I.S.O. Twin Pack UltraPly TPO / UP -BA 157.5 bitumen SECUROCK Gypsum -Fiber Roof Board Existing asphaltic BUR or Optional) UltraPly TPO / LVOC-BA- R-6 granule surface modified Min. 1.5-inch ISO 95+ GL I.S.O. Twin Pack Min. 0.25-inch Dens Deck Prime or SECUROCK I.S.O. Twin Pack 1168 157.5 bitumen Gypsum -Fiber Roof Board Existing asphaltic BUR or Optional) Min. 1.5-inch ISO UltraPly TPO / UP -BA, LVOC- R-7 granule surface modified I.S.O. Twin Pack Min. 0.5-inch ISOGARD HD I.S.O. Twin Pack 157.5 bitumen 95+ GL BA-1168 R 8 Existing granule surface Min. 1-inch I50 95+ GL I.S.O. Twin Pack Optional) Additional layers of base insulation and/or I.S.O. Twin Pack UltraPly TPO /WBBA-P 45.0 modified bitumen min. 0.5-inch Tapered ISO 95+ GL R 9 Existing granule surface Min. 1-inch RESISTA I.S.O. Twin Pack Optional) Additional layers of base insulation and/or I.247.5S.O. Twin Pack UltraPly TPO /WBBA-Pmodifiedbitumenmin. 0.5-inch Tapered RESISTA Existing granule surface Min. 1-inch ISO 95+ GL or Optional) Additional layers of base insulation and/or TPO / UP -BA, LVOC- R-10 modified bitumen RESISTA I.S.O. Twin Pack min. 0.5-inch Tapered ISO 95+ GL or Tapered RESISTA I. UltraPlyS.O. Twin Pack BA-1168, LVOC-BA 262.5 Optional additional layers of base insulation or min. R-11 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Twin Pack 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Twin Pack UltraPly TPO / WBBA-P 135.0 modified bitumen RESISTA Min. 0.5-inch ISOGARD HD Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. UltraPly / LVOC- R 12 I.S.O. Twin Pack 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Twin Pack 262.5 modified bitumen RESISTA Min. 0.5-inch ISOGARD HD BA-1168, OCBABALV Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R12 Revision 12: 04/09/201S Appendix 1, Page 65 of 77 f1 ERD TABLE7A: RECOVER APPLICATIONS SYSTEM TYPE A-1A: BONDED INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer MDP No. See Note 12) Roof Cover psf) TypeAttachTypeAttachOptional additional layers of base insulation or min. R- 13 Existing granule surface Min. 1-inch ISO 95+ GL or I. S.O. Twin Pack 0. 5-inch Tapered ISO 95+GL or Tapered RESISTA; I. S.O. Twin Pack UltraPly TPO /WBBA-P 135.0 modified bitumen RESISTA Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum - Fiber Roof Board Optional additional layers of base insulation or min. Existing granule surface Min. 1-inch ISO 95+ GL or 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; TPO / UP -BA, LVOC- R- 14 modified bitumen RESISTA I. S.O. Twin Pack Min. 0.25-inch Dens Deck Prime or SECUROCK I. S.O.ltraPly S.O. Twin Pack BA 247. 5 Gypsum - Fiber Roof Board Optional additional layers of base insulation or min. Existing granule surface Min. 1-inch ISO 95+ GL or 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; UltraPly TPO / UP -BA, LVOC- R-15 modified bitumen RESISTA I. S.O. Twin Pack Min. 0.25-inch Dens Deck Prime or SECUROCK I. S.O. Twin Pack BA- 1168 262. 5 Gypsum - Fiber Roof Board Existing asphaltic BUR or UltraPly TPO / UP -BA, LVOC R-16 granule surface modified Min. 1.5-inch ISO 95+ GL 3M CR-20 Optional) Additional layers base insulation 3M CR-20 262.5 bitumen gq_ 1168 Existing asphaltic BUR or R- 17 granule surface modified Min. 1.5-inch ISO 95+ GL 3M CR-20 Min. 0.25-inch Dens Deck or SECUROCK Gypsum- 3M CR-20 UltraPly TPO / UP -BA 195.0 Fiber Roof Board bitumen Existing asphaltic BUR or Min. 0.25-inch Dens Deck Prime or SECUROCK UltraPly TPO / UP -BA, LVOC- R-18 granule surface modified Min. 1.5-inch ISO 95+ GL 3M CR-20 Gypsum - Fiber Roof Board 3M CR-20 BA- 1168 240. 0 bitumen Existing granule surface Optional) Additional layers of base insulation and/or R- 19 modified bitumen Min. 1-inch ISO 95+ GL I.S.O. FIX II min. 0.S-inch Tapered ISO 95+ GL I. S.O. FIX II UltraPly TPO /WBBA-P 45.0 Existing granule surface Optional) Additional layers of base insulation and/or R- 20 modified bitumen Min. 1-inch RESISTA I.S.O. FIX II min. 0.5-inch Tapered RESISTA I. S.O. FIX II UltraPly TPO /WBBA-P 195.0 Existing granule surface Min. 1-inch ISO 95+ GL or Additional layers of base insulation and/or UltraPly TPO / UP -BA, LVOC- R- 21 modified bitumen RESISTA I.( Optional) S. O. FIX II min. 0.5-inch Tapered ISO 95+ GL or Tapered RESISTA I. S.O. FIX II BA_ 1168, LVOC-BA 195. 0 Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. R- 22 modified bitumen RESISTA I. S.O. FIX II 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. FIX II UltraPly TPO / WBBA-P 135.0 Min. 0.5-inch ISOGARD HD Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. UltraPly TPO / UP -BA, LVOC- R-23 I.S.O. FIX II 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. FIX II 195.0 modified bitumen RESISTA Min. 0.5-inch ISOGARD HD BA- 1168, LVOC BA Optional additional layers of base insulation or min. Existing granule surface Min. 1-inch ISO 95+ GL or 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; R- 24 modified bitumen RESISTA I. S.O. FIX II Min. 0.25-inch Dens Deck Prime or SECUROCK I.S.O. FIX II UltraPly TPO /WBBA-P 135.0 Gypsum - Fiber Roof Board Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 66 of 77 INITY! Q ° , r D TABLE7A: RECOVER APPLICATIONS SYSTEM TYPE A-1A: BONDED INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer MDP No. See Note 12) Roof Cover psf) Type Attach Type Attach Optional additional layers of base insulation or min. Existing granule surface Min. 1-inch ISO 95+ GL or 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; UltraPly TPO / UP -BA, LVOC- R-25 modified bitumen RESISTA I.S.O. FIX II Min. 0.25-inch Dens Deck Prime or SECUROCK I.S.O. FIX II BA-1168, LVOC-BA 195.0 Gypsum -Fiber Roof Board Existing asphaltic BUR or Min. 1.5-inch ISO 95+ GL or Optional) Additional layers of base insulation and/or R-26 granule surface modified I.S.O. Stick I.S.O. Stick UltraPly TPO / WBBA-P 45.0 bitumen RESISTA min. 0.5-inch Tapered ISO 95+ GL Existing asphaltic BUR or Min. 1.5-inch ISO 95+ GL or Optional) Additional layers of base insulation and/or R-27 granule surface modified I.S.O. Stick I.S.O. Stick UltraPly TPO / WBBA-P 60.0 bitumen RESISTA min. 0.5-inch Tapered RESISTA Min. 1.5-inch ISO 95+ GL or Additional layers of base insulation and/or TPO / UP -BA, LVOC- R-28 Existing asphaltic BUR I.S.O. Optional) S.O. Stick I. UltraPlyS.O. Stick 60.0 RESISTA min. 0.5-inch Tapered ISO 95+ GL or Tapered RESISTA BA-1168, LVOC-BA Existing granule surface Min. 1.5-inch ISO 95+ GL or UltraPly TPO / UP -BA, LVOC- R 29 modified bitumen RESISTA I.S.O. Stick Optional) Additional layers of base insulation S.O. Stick BA-1168, LVOC-BA, WBBA-P 120.0 Existing asphaltic BUR or Min. 1.5-inch ISO 95+ GL or Optional additional layers of base insulation or min. UltraPly LVOC- OCBABA R-30 granule surface modified I.S.O. Stick 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Stick 60.0 bitumen RESISTA Min. 0.5-inch ISOGARD HD BA-1168, LV -, WBBA-P Optional additional layers of base insulation or min. Min. 1.5-inch ISO 95+ GL or 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; UltraPly TPO / UP -BA, LVOC- R-31 Existing asphaltic BUR RESISTA I .S.O. Stick Min. 0.25-inch Dens Deck Prime or SECUROCK I.5.0. Stick BA-1168, LVOC-BA, WBBA-P 60.0 Gypsum -Fiber Roof Board Existing granule surface Min. 1.5-inch ISO 95+ GL or Min. 0.25-inch Dens Deck Prime or SECUROCK UltraPly TPO / UP -BA, LVOCR-32 modified bitumen ' RESISTA I.S.O. Stick Gypsum -Fiber Roof Board I.S.O. Stick BA-1168, LVOC-BA, WBBA-P 120.0 R-33 Existing asphaltic BUR Min. 1-inch ISO 95+ GL I.S.O. Spray S, 6- Optional) Additional layers of base insulation and/or I.S.O. Spray S, 6 UltraPly TPO /WBBA-P 45.0 inch o.c. min. 0.5-inch Tapered ISO 95+GL inch o.c. I.S.O. Spray S, 6- Optional) Additional layers of base insulation and/or I.S.O. Spray S, 6- R-34 Existing asphaltic BUR Min. 1-inch RESISTA UltraPly TPO /WBBA-P 247.5 inch o.c. min. 0.5-inch Tapered RESISTA inch o.c. Min. 1-inch ISO 95+ GL or I.S.O. Spray S, 6- Optional) Additional layers of base insulation and/or I.S.O. Spray S, 6- UltraPly TPO / UP -BA, LVOC- R-35 Existing asphaltic BUR RESISTA inch o.c. min. 0.5-inch Tapered ISO 95+ GL or Tapered RESISTA inch o.c. BA-1168, LVOC-BA 255.0 Optional additional layers of base insulation or min. R-36 Existing asphaltic BUR Min. 1-inch ISO 95+ GL or I.S.O. Spray S, 6- 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Spray S, 6- UltraPly TPO / WBBA-P 135.0 RESISTA inch o.c. Min. 0.5-inch ISOGARD HD inch o.c. Optional additional layers of base insulation or min. R-37 Existing asphaltic BUR Min. 1-inch ISO 95+ GL or I.S.O. Spray S, 6- 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Spray S, 6- UltraPly TPO / UP -BA, LVOC- 255.0 RESISTA inch o.c. Min. 0.5-inch ISOGARD HD inch o.c. BA-1168, LVOC-BA Optional additional layers of base insulation or min. R-38 Existing asphaltic BUR Min. 1-inch ISO 95+ GL or I.S.O. Spray S, 6- 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Spray 5, 6- UltraPly TPO / UP -BA, LVOC- 60.0 RESISTA inch o.c. Min. 0.5-inch FiberTop C or S inch o.c. BA Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-1312 Revision 12: 04/09/2015 Appendix 1, Page 67of 77 5, a 1 E RD TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1A: BONDED INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer MOP No. See Note 12) Roof Cover psf) TType Attach Type Attach Min. 1-inch ISO 95+ GL or I.S.O. Spray S, 6- Optional additional layers of base insulation or min. I.S.O. Spray S, 6- R-39 Existing asphaltic BUR 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; UltraPly TPO / WBBA-P 135.0 RESISTA inch o.c. Min. 0.5-inch FiberTop C or S inch o.c. Min. 1-inch ISO 95+ GL or I.S.O. Spray S, 6- Optional additional layers of base insulation or min. I.S.O. Spray S, 6- UltraPly TPO / LVOC-BA- R-40 Existing asphaltic BUR RESISTA inch o.c. 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; inch o.c. 1168 255.0 Min. 0.5-inch FiberTop C or S Optional additional layers of base insulation or min. Min. 1-inch ISO 95+ GL or I.S.O. Spray S, 5- 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Spray S, 6- R-41 Existing asphaltic BUR RESISTA inch o.c. Min. 0.25-inch Dens Deck Prime or SECUROCK inch o.c. UltraPly TPO /WBBA-P 135.0 Gypsum -Fiber Roof Board Optional additional layers of base insulation or min. Min. 1-inch ISO 95+ GL or I.S.O. Spray S; 6- 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Spray S, 6- UltraPly TPO / UP -BA, LVOC- R-42 Existing asphaltic BUR RESISTA inch o.c. Min. 0.25-inch Dens Deck Prime or SECUROCK inch o.c. BA 247.5 Gypsum -Fiber Roof Board Optional additional layers of base insulation or min. Min. 1-inch ISO 95+ GL or I.S.O. Spray S, 6- 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Spray S, 6- UltraPly TPO / LVOC-BA- R-43 Existing asphaltic BUR RESISTA inch o.c. Min. 0.25-inch Dens Deck Prime or SECUROCK inch o.c. 1168 255.0 Gypsum -Fiber Roof Board Min. 1-inch ISO 95+ GL or I.S.O. Spray S, 6 Optional additional layers of base insulation or mina I.S.O. Spray S, 6- UltraPly TPO / UP -BA, LVOC- R-44 Existing asphaltic BUR Tapered ISO 95+GL or Tapered RESISTA; 247.5 RESISTA inch o.c. Min. Min. 7/16-inch OSB inch o.c. BA-1168, LVOC-BA, WBBA-P Existing granule surface Optional) Additional layers of base insulation and/or R-45 modified bitumen Min. 1-inch ISO 95+ GL I.S.O. Spray S min. 0.5-inch Tapered ISO 95+ GL I.S.O. Spray S UltraPly TPO /WBBA-P 45.0 Existing granule surface Optional) Additional layers of base insulation and/or UltraPly TPO / UP -BA, LVOC- R-46 modified bitumen Min. 1-inch ISO 95+ GL I.S.O. Spray S min. 0.5-inch Tapered ISO 95+ GL I.S.O. Spray S BA-1168, LVOC-BA 202.5 Existing granule surface Optional) Additional layers of base insulation and/or UltraPly TPO / UP -BA, LVOC- R 47 modified bitumen Min. 1-inch RESISTA I.S.O. Spray S min. 0.5-inch Tapered RESISTA I.S.O. Spray S BA-1168, LVOC-BA, WBBA-,P 202.5 Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. R-48 modified bitumen RESISTA I.S.O. Spray S 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Spray S UltraPly TPO / WBBA-P 135.0 Min. 0.5-inch ISOGARD HD Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. UltraPly / LVOC- R-49 modified bitumen RESISTA I.S.O. Spray S 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Spray S LV - BA-1168, OCBABA 202.5 Min. 0.5-inch ISOGARD HD Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. UltraPly TPO / UP -BA, LVOC- R-50 modified bitumen RESISTA I.S.O. Spray S 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Spray S gq 60.0 Min. 0.5-inch FiberTop C or S Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 68 of 77 z„ ERD TABLE7A: RECOVER APPLICATIONS SYSTEM TYPE A-1A: BONDED INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer MDP No. See Note 12) Roof Cover psf) Type Attach Type Attach Optional additional layers of base insulation or min. R-51 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Spray S 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Spray S UltraPly TPO / WBBA-P 135.0 modified bitumen RESISTA Min. 0.5-inch FiberTop C or S Existing granule surface Min. 1-inch I50 95+ GL or Optional additional layers of base insulation or min. UltraPly TPO / LVOC-BA- R-52 I.S.O. Spray S 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Spray S 202.5 modified bitumen RESISTA Min. 0.5-inch FiberTop C or S 1168 Optional additional layers of base insulation or min. R-53 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Spray S 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Spray S UltraPly TPO /WBBA-P 135.0 modified bitumen RESISTA Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Optional additional layers of base insulation or min. Existing granule surface Min. 1-inch ISO 95+ GL or 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; TPO / UP -BA, LVOC R-54 modified bitumen RESISTA I.S.O. Spray S Min. 0.25-inch Dens Deck Prime or SECUROCK I.S.O.ltraPly 5.0. Spray S BA-1168, LVOC-BA 202.5 Gypsum -Fiber Roof Board Existing granule surface Min. 1-inch I50 95+ GL or Optional additional layers of base insulation or min. UltraPly TPO / UP -BA, LVOC- R-55 I.S.O. Spray S 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Spray S 202.5 modified bitumen RESISTA Min. 7/16-inch OSB BA-1168, LVOC-BA, WBBA-P U ITRAPIY TPO XR Sv3TEr./I$ .. Existing granule surface Min. 0.25-inch Dens Deck UltraPly TPO XR /Hot R-56 modified bitumen Prime or SECUROCK Gypsum- Hot Asphalt None N/A Asphalt 457.5 Fiber Roof Board Optional additional layers of base insulation or min. Existing granule surface Min. 1-inch ISO 95+ GL or 0.5-inch Tapered ISO 95+ GL or RESISTA followed by TPO XR / Hot R-57 modified bitumen RESISTA I.S.O. FIX II Min. 0.25-inch Dens Deck Prime or SECUROCK I. UltraPlyS.O. FIX II Asphalt 195.0 Gypsum -Fiber Roof Board Optional additional layers of base insulation or min. Existing granule surface Min. 1-inch ISO 95+ GL or 0.5-inch Tapered ISO 95+ GL or RESISTA followed by UltraPly TPO XR / Hot R-58 modified bitumen RESISTA I.S.O. Twin Pack Min. 0.25-inch Dens Deck Prime or SECUROCK I.S.O. Twin Pack Asphalt 262.5 Gypsum -Fiber Roof Board Optional additional layers of base insulation or min. Existing granule surface Min. 1-inch ISO 95+ GL or Tapered ISO 95+ GL or RESISTA followed by UltraPly TPO XR / Hot R-59 modified bitumen RESISTA I. 0.5-inch S.O. Stick Min. 0.25-inch Dens Deck Prime or SECUROCK I.S.O. Stick Asphalt 352.5 Gypsum -Fiber Roof Board Existing granule -surfaced, Min. 0.25-inch Dens Deck R-60 Prime or SECUROCK Gypsum- Hot Asphalt None N/A UltraPly TPO XR / XR-BA 300.0 asphaltic modified bitumen Fiber Roof Board Exterior Research and Design, LLC. d/b/a Trinity ( ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R12 Revision 12: 04/09/201S Appendix 1, Page 69 of 77 TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1A: BONDED INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer MDP No. See Note 12) Roof Cover psf) Type Attach Type Attach R-61 Existinggranule surfaceg Min. 1.5-inch ISO 95+GL or I.S.O. FIX 11; I.S.O. Optional) Additional layer base insulation or min. I.S.O. FIX 11; I.S.O. modified bitumen RESISTA Stick; I.S.O. Twin 0.5-inch Tapered ISO 95+ GLL or RESISTA Stick; I.S.O. Twin UltraPly TPO XR / XR-BA 112.5 Pack pack Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. R-62 modified bitumen RESISTA I.S.O. Twin Pack 0.5-inch Tapered ISO 95+ GL or RESISTA followed by I.S.O. Twin Pack UltraPly TPO XR / XR-BA 262.5 min. 0.5-inch ISOGARD HD Optional additional layers of base insulation or min. R-63 Existing granule surface Min. 1-inch ISO 95+ GL or 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; modified bitumen RESISTA I.S.O. Twin Pack Min. 0.25-inch Dens Deck Prime or SECUROCK I.S.O. Twin Pack UltraPly TPO XR / XR-BA 262.5 Gypsum -Fiber Roof Board Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. R-64 modified bitumen RESISTA I.S.O. Stick 0.5-inch Tapered ISO 95+ GL or RESISTA followed by I.S.O. Stick UltraPly TPO XR / XR-BA 195.0 min. 0.5-inch ISOGARD HD Optional additional layers of base insulation or min. R-65 Existing granule surface Min. 1-inch ISO 95+ GL or 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; modified bitumen RESISTA I.S.O. FIX II Min. 0.25-inch Dens Deck Prime or SECUROCK I.S.O. FIX II UltraPly TPO XR / XR-BA 195.0 Gypsum -Fiber Roof Board Optional additional layers of base insulation or min. R-66 Existing asphaltic BUR Min. 1-inch ISO 95+ GL or I.S.O. Stick 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Stick UltraPly TPO XR / XR-BA 60.0RESISTAMin. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. R-67 modified bitumen RESISTA I.S.O. Stick 0.5-inch Tapered ISO 95+ GL or RESISTA followed by I.S.O. Stick UltraPly TPO XR / XR-BA 352.5 min. 0.5-inch ISOGARD HD Optional additional layers of base insulation or min. R-68 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Stick 0.5-inch Tapered ISO 95+ GL or RESISTA followed by I.S.O. Stick UltraPly TPO XR / XR-BA 300.0modifiedbitumenRESISTAMin. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Min. 1-inch ISO 95+ GL or I.S.O. Spray S, 6- Optional additional layers of base insulation or min. I.S.O.Spray S, 6- R-69 Existing asphaltic BUR RESISTA inch o.c. 0.5-inch Tapered ISO 95+GL or Tapered RESISTA.; inch o.c. UltraPly TPO XR / XR-BA 45.0 Min. 0.5-inch FiberTop C or S Optional additional layers of base insulation or min. R-70 Existing asphaltic BUR Min. 1-inch ISO 95+ GL or I.S.O. Spray S, 6- 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Spray S, 6- UltraPly TPO XR / XR-BA 255.0RESISTAincho.c. Min. 0.25-inch Dens Deck Prime or SECUROCK inch o.c. Gypsum -Fiber Roof Board Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. R-71 modified bitumen RESISTA I.S.O. Spray S 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Spray S UltraPly TPO XR / XR-BA 45.0 Min. 0.5-inch FiberTop C or S Exterior Research and Design, -LC. d/b/a Trinity I ERD Certificate of Authorization 49503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 70 of 77 JTRINITY I E D TABLE7A: RECOVER APPLICATIONS SYSTEM TYPE A-1A: BONDED INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer MOP No. See Note 12) Roof Cover psf) Type Attach Type Attach Optional additional layers of base insulation or min. R 72 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Spray S 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Spray S UltraPly TPO XR / XR-BA 202.5 modified bitumen RESISTA Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board Min. 0.25-inch Dens Deck I.S.O. FIX II; I.S.O. R-73 Existing asphaltic BUR Prime or SECUROCK Gypsum- Spray S; I.S.O. None N/A UltraPly TPO XR / I.S.O. 45.0 Fiber Roof Board or min. 0.5- Stick; I.S.O. Twin Spray S, XR Stick, 4-inch o.c. inch ISOGARD HD Pack R-74 Existing granule surface Min. 0.5-inch ISOGARD HD I.S.O. Spray S, 6- None N/A UltraPly TPO XR / I.S.O 82 5 modified bitumen inch o.c. Spray S, XR Stick, 6-inch o.c. Existing granule surface Min. 1.5-inch I50 95+ GL or I.S.O. FIX II; I.S.O. Optional) Additional layer of base insulation or min. I.S.O. FIX II; I.S.O. UltraPly TPO XR / I.S.O R-75 Stick; I.S.O. Twin Stick; I.S.O. Twin 142.5 modified bitumen RESISTA Pack 0.5-inch Tapered ISO 95+ GL or RESISTA Pack Spray S, XR Stick, 6-inch o.c. I.S.O. FIX II; I.S.O. I.S.O. FIX II; I.S.O. UltraPly TPO XR / I.S.O Existing granule surface Min. 1.5-inch I50 95+ GL or Optional) Additional layer of base insulation or min. R-76 Stick; I.S.O. Twin Stick; I.S.O. Twin Spray S, XR Stick, 4-inch o.c. 172.S modified bitumen RESISTA Pack 0.5 inch Tapered ISO 95+ GL or RESISTA Pack full coverage) I.S.O. FIX II; I.S.O. Optional additional layers of base insulation or min. I.S.O. FIX II; I.S.O. UltraPly TPO XR / I.S.O R-77 Existing granule surface Min. 1-inch ISO 95+ GL or Stick; I.S.O. Twin 0.5-inch Tapered ISO 95+ GL or RESISTA followed by Stick; I.S.O. Twin Spray S, XR Stick, 12-inch 45.0 modified bitumen RESISTA Pack min. 0.5-inch ISOGARD HD Pack O.C. Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. FIX II; I.S.O. Optional additional layers of base insulation or min. I.S.O. FIX II; I.S.O. UltraPly TPO XR / I.5.0R-78 Stick; I.S.O. Twin 0.5-inch Tapered ISO 95+ GL or RESISTA followed by Stick; I.S.O. Twin 82.5 modified bitumen RESISTA Pack min. 0.5-inch ISOGARD HD Pack Spray S, XR Stick, 6-inch o.c. I.S.O. FIX II; I.S.O. Optional additional layers of base insulation or min. I.S.O. FIX II; I.S.O. UltraPly TPO XR / I.S.O R-79 Existing granule surface Min. 1-inch ISO 95+GL or Stick; I.S.O. Twin 0.5-inch Tapered ISO 95+ GL or RESISTA followed by Stick; I.S.O. Twin Spray S, XR Stick, 4-inch o.c. 172.5 modified bitumen RESISTA Pack min. 0.5-inch ISOGARD HD Pack full coverage) I.S.O. FIX II; I.S.O. Optional additional layers of base insulation or min. I.S.O. FIX II; I.S.O. UltraPly TPO XR / I.S.O Existing granule surface Min. 1-inch ISO 95+ GL or 0.5-inch Tapered ISO 95+ GL or RESISTA followed byR-80 modified bitumen RESISTA Stick; I.S.O. Twin Min. 0.25-inch Dens Deck Prime or SECUROCK Stick; I.S.O. Twin Spray S, XR Stick, 12-inch 45.0 Pack Gypsum -Fiber Roof Board Pack O.C. Optional additional layers of base insulation or min. Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. FIX II; I.S.O. 0.5-inch Tapered ISO 95+ GL or RESISTA followed by I.S.O. FIX II; I.S.O. UltraPly TPO XR / I.S.O R-81 Stick; I.S.O. Twin Stick; I.S.O. Twin 60.0 modified bitumen RESISTA Pack Min. 0.25-inch Dens Deck Prime or SECUROCK Pack Spray S, XR Stick, 6-inch o.c. Gypsum -Fiber Roof Board Optional additional layers of base insulation or min. Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. FIX II; I.S.O. 0.5-inch Tapered ISO 95+ GL or RESISTA followed by I.S.O. FIX II; I.S.C. UltraPly TPO XR / I.S.O R 82 modified bitumen RESISTA Stick; I.S.O. Twin Min. 0.25-inch Dens Deck Prime or SECUROCK Stick; I.S.O. Twin Spray S, XR Stick, 4-inch o.c. 172.5 Pack Gypsum -Fiber Roof Board Pack full coverage) Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970.02.08-R12 for FL10264-R12 Certificate of Authorization 49503 Revision 12: 04/09/2015 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 71 of 77 I-jTRINITYI ERD TABLE7A: RECOVER APPLICATIONS SYSTEM TYPE A -IA: BONDED INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer MDP No. See Note 12) Roof Cover psf) Type Attach Type Attach I.S.O. FIX II; I.S.O. Optional additional layers of base insulation or min. I.S.O. FIX II; I.S.O. UltraPly TPO XR / I.S.O R-83 Existing granule surface Min. 1-inch ISO 95+ GL or Stick; I.S.O. Twin 0.5-inch Tapered ISO 95+ GL or RESISTA followed by Stick; I.S.O. Twin Spray S, XR Stick, 12-inch 45.0 modified bitumen RESISTA Pack min. 7/16-inch APA or TECO rated O56 Pack O.C. I.S.O. FIX II; I.S.O. Optional) Min. 0.5-inch ISOGARD HD or Min. 0.25- I.S.O. FIX II; I.S.O. R-84 Existing asphaltic BUR Min. 1-inch ISO 95+ GL Spray S; I.S.O. inch Dens Deck Prime or SECUROCK Gypsum -Fiber Spray S; I.S.O. UltraPly TPO XR / I.S.O 172.5 Stick; I.S.O. Twin Stick; I.S.O. Twin Spray 5, XR Stick, 4-inch o.c. Pack Roof Board Pack Min. 0.5-inch ISOGARD HD or I.S.O. FIX II; I.S.O. R-85 Existing asphaltic BUR Min. 0.25-inch Dens Deck Spray S; I.S.O. None N/A UltraPly TPO XR / I.S.O 172.5 Prime or SECUROCK Gypsum- Stick; I.S.O. Twin Spray S, XR Stick, 4-inch o.c. Fiber Roof Board Pack Existing granule surface Optional) Min. 0.5-inch ISOGARD HD, Min. 0.25-inch UltraPly TPO XR / I.S.O R-86 Min. 1-inch ISO 95+ GL I.S.O. Spray S Dens Deck Prime or SECUROCK Gypsum -Fiber Roof I.S.O. Spray S 172.5 modified bitumen Board or min. 7/16-inch OSB Spray S, 4-inch o.c. Min. 0.5-inch ISOGARD HD or Existing granule surface Min. 0.25-inch Dens Deck I. UltraPly S.O. Spray S None N/A TPO XR / I.S.O 172.5R87 modified bitumen Prime or SECUROCK Gypsum- Spray S, XR Stick, 4-inch o.c. Fiber Roof Board U LTRAPLY TPO SA SYSTEMSF s iq .. RF I': ,'. a 8 -i ai ,: 1 Existing asphaltic BUR or UltraPly TPO SA, self- R-88 granule surface modified Min. 1.5-inch ISO 95+ GL Hot Asphalt Optional) Tapered ISO 95+ GL Hot asphalt adhered 180.0 bitumen Existing asphaltic BUR or Min. 1.5-inch ISO 95+ GL with Min. 0.25-inch Dens Deck Prime or SECUROCK UltraPly TPO SA, self- R-89 granule surface modified optional Tapered ISO 95+ GL Hot Asphalt Gypsum -Fiber Roof Board Hot Asphalt adhered 195.0 bitumen Existing asphaltic BUR or Optional) Min. 0.25-inch Dens Deck Prime or UltraPly TPO SA', self- R-90 granule surface modified Min. 1.5-inch ISO 95+ GL I.S.O. Twin Pack SECUROCK Gypsum -Fiber Roof Board I.S.O. Twin Pack adhered 157.5 bitumen Existing asphaltic BUR or Optional) Min. 1.5-inch ISO UltraPly TPO SA, self- R-91 granule surface modified I.S.O. Twin Pack Min. 0.5-inch ISOGARD HD I.S.O. Twin Pack 157.5 bitumen 95+ GL adhered Existing granule surface Min. 1-inch ISO 95+ GL or Optional) Additional layers of base insulation and/or TPO SA, self- self - R 92 I. Twin Pack I.UltraPlyS.O. Twin Pack 262.5 modified bitumen RESISTA min. 0.5-inch Tapered ISO 95+ GL or Tapered RESISTA adhered Optional additional layers of base insulation or min. R-93 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Twin Pack 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Twin Pack UltraPly TPO SA, self- 262.5 modified bitumen RESISTA Min. 0.5-inch ISOGARD HD adhered Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization 49503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 1`8970.02.08-1312 for FL10264-1112 Revision 12: 04/09/2015 Appendix 1, Page 72 of 77 TABLE7A: RECOVER APPLICATIONS SYSTEM TYPE A -IA: BONDED INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer MDP No. See Note 12) Roof Cover psf) T ype Attach Type Attach Optional additional layers of base insulation or min. R-94 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. Twin Pack 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; Twin Pack UltraPly TPO SA, self- 247.5modifiedbitumenRESISTAMin. 0.25-inch Dens Deck Prime or SECUROCKI.S.O. adhered Gypsum -Fiber Roof Board Optional additional layers of base insulation or min. R-95 Existing granule surface Min. 1-inch ISO 95+ GL or 0.5-inch Tapered ISO 9S+GL or Tapered RESISTA; UltraPly TPO SA, self- modified bitumen RESISTA I.S.O. Twin Pack Min. 0.25-inch Dens Deck Prime or SECUROCK I.S.O. Twin Pack adhered 262.5 Gypsum -Fiber Roof Board Existing asphaltic BUR or R-96 granule surface modified Min. 1.5-inch ISO 95+ GL 3M CR-20 Optional) Additional layers base insulation 3M CR-20 UltraPly TPO SA, self- 262.5 bitumen adhered Existing asphaltic BUR or R-97 granule surface modified Min. 1.5-inch ISO 95+ GL 3M CR-20 Min. 0.25-inch Dens Deck Prime or SECUROCK 3M CR-20 UltraPly TPO SA, self- 240.0 bitumen Gypsum -Fiber Roof Board adhered R 98 Existing granule surface Min. 1-inch ISO 95+ GL or Optional) Additional layers of base insulation and/or UltraPly TPO SA, self- modified bitumen RESISTA I.S.O. FIX II min. 0.5-inch Tapered 150 95+ GL or Tapered RESISTA I.S.O. FIX II adhered 195.0 Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. UltraPly TPO SA, self- R 99 modified bitumen RESISTA I.S.O. FIX II 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. FIX II adhered 195.0 Min. 0.5-inch ISOGARD HD Optional additional layers of base insulation or min. R-100 Existing granule surface Min. 1-inch ISO 95+ GL or I.S.O. FIX II 0.S-inch Tapered ISO 9S+GL or Tapered RESISTA; UltraPly TPO SA, self- modified bitumen RESISTA Min. 0.25-inch Dens Deck Prime or SECUROCK I.S.O. FIX II adhered 195.0 Gypsum -Fiber Roof Board R-101 Existing asphaltic BUR Min. 1.5-inch ISO 95+ GL or I.S.O. Stick Optional) Additional layers of base insulation and/or I.S.O. Stick UltraPly TPO SA, self- 60.0RESISTAmin. 0.5-inch Tapered ISO 9S+ GL or Tapered RESISTA adhered R-102 Existing granule surface Min. 1.5-inch ISO 95+ GL or I.S.O. Stick Optional) Additional layers of base insulation I.S.O. Stick UltraPly TPO SA, self- 120.0modifiedbitumenRESISTAadhered Existing asphaltic BUR or Min. 1.5-inch ISO 95+ GL or Optional additional layers of base insulation or min. UltraPly TPO SA, self- R-103 granule surface modified I.S.O. Stick 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Stick 60.0 bitumen RESISTA Min. 0.5-inch ISOGARD HD adhered Optional additional layers of base insulation or min. R-104 Existing asphaltic BUR Min. 1.5-inch ISO 95+ GL or I.S.O. Stick 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Stick UltraPly TPO SA, self- 60.0RESISTAMin. 0.25-inch Dens Deck Prime or SECUROCK adhered Gypsum -Fiber Roof Board R-105 Existing granule surface Min. 1.5-inch ISO 95+ GL or I.S.O. Stick Min. 0.25-inch Dens Deck Prime or SECUROCK I.S.O. Stick UltraPly TPO SA, self- modified bitumen RESISTA Gypsum -Fiber Roof Board adhered 120.0 R-106 Existing asphaltic BUR Min. 1-inch ISO 95+ GL or I.S.O. Spray S, 6- Optional) Additional layers of base insulation and/or I.S.O. Spray S, 6- UltraPly TPO SA, self- RESISTA inch o.c. min. 0.5-inch Tapered ISO 95+ GL or Tapered RESISTA inch o.c. adhered 255.0 Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970.02.08-R12 for FL10264-1112 Certificate of Authorization #9503 Revision 12: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 73 of 77 TRINITY E RD TABLE7A: RECOVER APPLICATIONS SYSTEM TYPE A -IA: BONDED INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer MDP No. See Note 12) Roof Cover psf) Type Attach Type Attach Min, 1-inch ISO 95+ GL or I.S.O. Spray S, 6- Optional additional layers of base insulation or min. I.S.O. Spray 5, 6- UltraPly TPO SA, self- R-107 Existing asphaltic BUR 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; 255.0 RESISTA inch o.c. Min. 0.5-inch ISOGARD HD inch o.c. adhered Optional additional layers of base insulation or min. R-108 Existing asphaltic BUR Min. 1-inch ISO 95+ GL or I.S.O. Spray S, 6- 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Spray S, 6- UltraPly TPO SA, self- 247.5 RESISTA inch o.c. Min. 0.25-inch Dens Deck Prime or SECUROCK inch o.c. adhered Gypsum -Fiber Roof Board Min. 1-inch ISO 95+ GL or I.S.O. Spray S, 6- Optional additional layers of base insulation or min. I.S.O. Spray S, 6- UltraPly TPO SA, self- R-109 Existing asphaltic BUR 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; 247.5 RESISTA inch o.c. Min. 7/16-inch OSB inch o.c. adhered Existing granule surface Optional) Additional layers of base insulation and/or UltraPly TPO SA, self- R-110 modified bitumen Min. 1-inch ISO 95+ GL I.S.O. Spray 5 min. 0.5-inch Tapered ISO 95+ GL I.S.O. Spray S adhered 202.5 R-111 Existing granule surface Min. 1-inch RESISTA.S.O. I.S.C.5.0. Spray S Optional) Additional layers of base insulation and/or Spray S UltraPly TPO SA, self- 202.5modifiedbitumenmin. 0.5-inch Tapered RESISTA adhered Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. UltraPly TPO SA, self- R-112 modified bitumen RESISTA I.S.O. Spray S 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Spray 5 adhered 202.5 Min. O.5-inch ISOGARD HD Optional additional layers of base insulation or min. Existing granule surface Min. 1-inch ISO 95+ GL or 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; UltraPly TPO SA, self- R-113 modified bitumen RESISTA I.S.O. Spray S Min. 0.25-inch Dens Deck Prime or SECUROCK I.S.O. Spray 5 adhered 202.5 Gypsum -Fiber Roof Board Existing granule surface Min. 1-inch ISO 95+ GL or Optional additional layers of base insulation or min. UltraPly TPO SA, self- R-114 modified bitumen RESISTA I.S.O. Spray S 0.5-inch Tapered ISO 95+GL or Tapered RESISTA; I.S.O. Spray S adhered 202.5 Min. 7/16-inch OSB Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report 1`8970.02.08-1112 for FL10264-R12 Certificate of Authorization #9503 Revision 12: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 74 of 77 N i. 1 TABLE7B: STEEL -RECOVER SYSTEM TYPE C-2: PLATE -BONDED ROOF COVER Note: All areas where the existing metal panels do not lay flush on the underlying purlin shall have a 0.25-inch diameter pilot hole pre -drilled into the panel prior to driving the Purlin Fastener into the purlin. System No Substrate See Note 1) Insulation Layer Attach Roof Cover / Adhesive MOP Fasten Spacing psf) Existing standing seam or lap seam metal roof covers having min. 3/16-inch One or more layers, any combination, preliminarily Firestone Purlin Fasteners and 18-inch o.c. along UltraPly TPO bonded to UltraPly TPO InvisiWeld R-115 to max. %-inch thick steel purlins fastened per FM Approvals UltraPly InvisiWeld Plates are purlins Plates with RhinoBond Portable Plate Bonding Tool 30.0 spaced max. 60-inch o.c. requirements thrfastenedthrough to purlins and weighted RhinoBond Cooling Clamps. Existing standing seam or lap seam metal roof covers having min. 3/16-inch One or more layers, any combination, preliminarily Firestone Purlin Fasteners and 12-inch o.c. along UltraPly TPO bonded to UltraPly TPO InvisiWeld R-116 to max. %-inch thick steel purlins fastened per FM Approvals UltraPly TPO InvisiWeld Plates are purlins Plates with RhinoBond Portable Plate Bonding Tool 45.0 spaced max. 60-inch o.c. requirements fastened through to purlins and weighted RhinoBond Cooling Clamps. Existing standing seam or lap seam One or more layers, any metal roof covers having min. Y-inch combination, preliminarily Firestone Purlin Fasteners and 6-inch o.c. along UltraPly TPO bonded to UltraPly TPO InvisiWeld R-117 thick steel purlins spaced max. 120-inch fastened per FM Approvals UltraPly TPO InvisiWeld Plates are purlins Plates with RhinoBond Portable Plate Bonding Tool 52.5 O.C. requirements fastened through to purlins and weighted RhinoBond Coaling Clamps. Existing standing seam or lap seam One or more layers, any metal roof covers having min. 3/16-inch combination, preliminarily Firestone Purlin Fasteners and 6-inch o.c. along UltraPly TPO bonded to UltraPly TPO InvisiWeld R-118 to max. Y-inch thick steel purlins fastened per FM Approvals UltraPly TPO InvisiWeld Plates are purlins Plates with RhinoBond Portable Plate Bonding Tool 82.5 spaced max. 60-inch o.c. requirements fastened through to purlins and weighted RhinoBond Cooling Clamps. Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-1112 Revision 12: 04/09/2015 Appendix 1, Page 75,of 77 I ERD TABLE 7C: STEEL - RECOVER SYSTEM TYPE D-1: INSULATED, MECHANICALLY ATTACHED ROOF COVER Note: All areas where the existing metal panels do not lay flush on the underlying purlin shall have a 0.25-inch diameter pilot hole pre -drilled into the panel prior to driving the Purlin Fastener into the purlin. Systemstem Insulation Roof Cover MOP No. Deck psf) Type Attach Membrane Fasteners AttachFFExistingstandingseamorlapseammetalroofOneormoreFirestonePurlinFasteners18-inch o.c. within 6-inch wide laps spaced max. 72- 119 covers having min. 3/16-inch to max.'/< -inch thick layers, any Prelim. UltraPly TPO and Firestone HD Seam inch o.c. to engage steel purlin. Laps sealed with 30.0 purlins spaced max. 72-inch o.c. combination attached Plates 1.5-inch heat weld. Existing standing seam or lap seam metal roof One or more Firestone Purlin Fasteners 12-inch o.c. within 6-inch wide laps spaced max. R-120 covers having min. 3/16-inch to max. Y.-inch thick layers, any Prelim. UltraPly TPO and Firestone HD Seam 114-inch o.c. to engage steel purlin. Laps sealed 30.0 steel purlins spaced max. 114-inch o.c. combination attached Plates with 1.5-inch heat weld. 12-inch o.c. within 6-inch wide laps spaced max. Existing standing seam or lap seam metal roof One or more Firestone Purlin Fasteners 142-inch o.c. to engage steel purlin. Laps sealed R-121 covers having min. 3/16-inch to max. %-Inch thick layers, any Prelim. UltraPly TPO and Firestone Coiled Metal with 5-inch heat weld that encapsulates the batten 30.0 steel purlins spaced max. 142-inch o.c. combination attached Batten Strips and fasteners or are primed with UltraPly TPO QuickPrime and sealed with UltraPly TPO QuickSeam Flashing. Existing standing seam or lap seam metal roof One or more Firestone Purlin Fasteners 12-inch o.c. within 6-inch wide laps spaced max. 90- R-122 covers having min. 3/16-inch to max. Y-inch thick layers, any Prelim. UltraPly TPO and Firestone HD Seam inch o.c. to engage steel purlin. Laps sealed with 45.0 steel purlins spaced max. 90-inch o.c. combination attached Plates 1.5-inch heat weld. Existing standing seam or lap seam metal roof One or more Firestone Purlin Fasteners 6-inch o.c. within 6-inch wide laps spaced max. 142- R-123 covers having min. 3/16-inch to max. %-inch thick layers, any Prelim. UltraPly TPO and Firestone HD Seam inch o.c. to engage steel purlin. Laps sealed with 52.5 steel purlins spaced max. 142-inch o.c. combination attached Plates 1.5-inch heat weld. TABLE 7D: STEEL - RECOVER SYSTEM TYPE D-2: INSULATED, MECHANICALLY ATTACHED ROOF COVER (RMA STRIPS) Note: All areas where the existing metal panels do not lay flush on the underlying purlin shall have a 0.25-inch diameter pilot hole pre -drilled into the panel prior to driving the Purlin Fastener into the purlin. System Insulation Roof Cover MOP No. Deck Type Attach Membrane Fasten Attach psf) Existing standing seam or Firestone UltraPly QuickSeam R.M.A. Strips are applied over the insulation spaced 120- lap seam metal roof covers Firestone Purlin inch o.c. positioned over each steel purlin location. The batten is centered over each strip having min. 3/16-inch to One or more Prelim . Fasteners and and fastened into the purlins 6-inch o.c. R-124 max. X-inch thick steel layersanynation attached UltraPly TPO Firestone Coiled Roof cover adhered to each strip by first priming the membrane underside with Firestone 45. 0 purlins spaced max. 10-inch combi Metal Batten Strip UltraPly TPO QuickPrime at the strip location, then rolling into place with a hand roller. O. C. The min. 2-inch side laps are sealed with a min. 1.5-inch outside heat weld. Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-1112 Revision 12: 04/09/2015 Appendix 1, Page 76 of 77 RDTRINITYlE TABLE 7E: RECOVER APPLICATIONS SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED ROOF COVER System Deck (See Note 1) Roof Cover MOP No. psfi R-125 Min. 22 ga., type B, Grade 33 steel or UltraPly TPO XR Firestone HD Fasteners with Firestone HD Seam 12-inch o.c. within 6-inch wide laps spaced 114-inch o.c. Laps sealed structural concrete Plates with 1.5-inch heat weld. 30.0 R-126 Min. 22 ga., type B, Grade 80 steel UltraPly TPO XR Firestone HD Plus Fasteners with Firestone HD Plus 12-inch o.c. within 6-inch wide laps spaced 114-inch o.c. Laps sealed 45.0 Seam Plates with 1.5-inch heat weld. R-127 Min. 22 ga., type B, Grade 33 steel or UltraPly TPO XR Firestone HD Fasteners with Firestone HD Seam 6-inch o.c. within 6-inch wide laps spaced 114-inch o.c. Laps sealed structural concrete Plates with 1.5-inch heat weld. 45.0 R-128 Min. 22 ga., type B, Grade 80 steel UltraPly TPO XR Firestone HD Plus Fasteners with Firestone HD Plus 6-inch o.c. within 6-inch wide laps spaced 114-inch o.c. Laps sealed 67.5 Seam Plates with 1.5-inch heat weld. TABLE 7F: RECOVER APPLICATIONS SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER Roof Cover System Deck TypeMOPApplicationNo. See Note 1) Primer psf) R-129 Existing asphaltic BUR or granule -surfaced modified bitumen roof cover None UltraPly TPO XR I.S.O. Spray S, XR Stick, 12-inch o.c. 45.0 R-130 Existing granule -surfaced, asphaltic modified bitumen roof cover None UltraPly TPO XR I.S.O. Spray S, XR Stick, 6-inch o.c. 142.5 R-131 Existing asphaltic BUR over structural concrete deck None UltraPly TPO XR I.S.O. Spray S, 4-inch o.c. 240.0 R-132 Existing asphaltic BUR over structural concrete deck None UltraPly TPO XR XR Stick, 4-inch o.c. 315.0 Existing asphaltic BUR or granule surface modified bitumen over structuralR-133 concrete or steel deck None UltraPly TPO XR Hot asphalt 495.0 Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nleminen, PE-59166 Evaluation Report F8970.02.08-R12 for F1_10264-R12 Revision 12: 04/09/2015 Appendix 1, Page 77 of 77 ERD 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 1B 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 New, 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 5C CWF New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 58 SD CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 58 SE CWF New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 58 5F 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 6F 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 following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, 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 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 1 of 73 J TRINITY1 ERD Y 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 polyisocyanu rate, polystyrene, fiberboard, perlite and/or gypsum -based insulation board that meets the CIA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type 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. S. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions: Hot asphalt: Full coverage, 20-40 Ibs/square. Firestone I.S.O. FIX II: Continuous 0.75-inch beads, 8-inch o.c. Firestone I.S.O. Spray R: Continuous 0.5 to 0.75-inch ribbons, 12-inch o.c. Firestone I.S.O. 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. Y ICP Adhesives CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. Y 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 polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table. Hot asphalt: 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 polyisocyan u 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 comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 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, LLC. d/b/a Trinityl ERD Certificate of Authorization N9503 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 2 of 73 ERD i 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. FBESTONE BOOR OVE 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, SIBS Premium Base, SBS Premium Poly Base - SBS-CA Ply SBS Base, SBS Base-P, SBS PolyBase, SBS Premium Base, SBS Premium Poly Base Firestone Multi -Purpose MB SBS, Cold -Applied) Cap 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 1.5 - 2.0 SBS Glass UltraWhite, SBS Glass FR, SBS Glass FR UltraWhite gal/square APP-CA Base APP 80 Glass Base, APP 80 Glass Base-P, APP 160-P, APP 160 COOL, APP 170 COOL, APP Premium Base APP, Cold -Applied) Ca P 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 FR UltraWhite BP-CA2 Base I MB Base Base and Ply sheets, Cold -Applied) Ply I Ply VI Base SBS Base, SBS Base-P, SBS PolyBase, SBS Premium Base, SBS Premium Poly Base Firestone LiquiGard SBS-CA2 Ply SBS Base, SBS Base-P, SBS PolyBase, SBS Premium Base, SBS Premium Poly Base Membrane Adhesive at 1.5 - 2.0 gal/square SBS, Cold -Applied) Cap SBS Cap, SBS Cap UltraWhite, SBS FR Cap, SBS Smooth, SBS Premium, SBS Premium UltraWhite, SBS Premium FR, SBS Premium FR UltraWhite, SBS Glass, SBS Glass UltraWhite, SBS Glass FR, SBS Glass FR UltraWhite BP -AA Base MB Base, Ply IV, Ply VI _ Base and Ply sheets, Asphalt -Applied) Ply Ply IV, Ply VI 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) Cap SBS Cap, SBS Cap UltraWhite, SBS FR Cap, SBS Smooth, SBS Premium, SBS Premium UltraWhite, SBS Premium FR, SBS Premium FR UltraWhite, SBS Glass, 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 SBS, Torch -Applied) Cap SBS Glass FR Torch, SBS Glass FR Torch UltraWhite, SBS Torch, SBS Torch UltraWhite, SBS FR Torch, SBS FR Torch UltraWhite, SBS Smooth, SBS Premium Torch -Applied 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 APP-TA Ply APP 160, APP 160-P, APP 170, APP Premium Base - APP, Torch -Applied) Cap 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 Torch -Applied UltraWhite SBS-SA SBS, self -adhering) Base BASEGARD SA (see specific listings) Self-Adherin g 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 #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 1 ERD 15. The following cap sheets may be 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. Wood, Steel, Structural Concrete, LWC, CWF, Gypsum or Recover A-2, B-1, B-2, C, D or E SBS AA or SBS-TA SBS-CA: SBS Cap, SBS Cap UltraWhite, SBS FR Cap, SBS Smooth, SBS Premium, SBS Premium 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 structural concrete), Gypsum or A-1, A-3 or F 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 225.0 Recover (structural over concrete) APP-TA UltraWhite 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. Option # P 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.C. 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, 6-inch o.c. 255.0* VB-9. ASTM D41 Asphaltic (Note 17) Hot asphalt I.S.O. Spray R or I.S.C. 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 SIB Primer V-Force Vapor Barrier Self -adhering I.S.O. Stick, 12-inch o.c. 262.5* VB-13. V-Force SIB 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 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 4 of 73 TRI I Y I ERD 19. Unless otherwise noted, insulation or coverboard attachment patterns for Type B and Type C systems are as outlined below: O 14z' 12° O 24• E 68" I. O t8, C i O 2d 24' 49' 24' W 48• O ye O O r 18` Tn C ... O O O a O --' O i 0 C O l/ O O N O G O O q.. 1 per 4 ft2 1 per 3.6 ft2 1 per 2.7 ft2 1 per 2.3 ft2 1 per 2.1 ft2 1 per 2 ft2 24"_.- M' 12" IT' 12' 1 r e i 19, ' T ig 1 R O ... 49 1 1 — 24---4 IT Q 12` O 1 48. 12"68" x r C= O 1 a O O O O lO O O O O O i} C Ci v O O O O C; O O O I O O O O O O O 1 per 1.8 ft2 1 per 1.6 ft2 1 per 1.5 ft2 1 per 1.3 ft2 1 per 1 ft2 Exterior Research and Design, LLC. 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, L-C; (800) 443-4272 _. Appendix 1, Page 5 of 73 ERD 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, W-1 plywood at max. Venting Base, SBS 1519.5.1 lap and 18-inch o.c. in two min. 1.4-inch I50 95+ inch Hot BP -AA or more BP -AA, SBS-AA, SBS-TA or 45.0* 24-inch spans Base, SBS Base-P nails & tin staggered rows in the GL, GenFlex ISO FiberTop asphalt SBS-AA SBS-TA or APP-TA APP-TA caps center of the sheet Insulation 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, W-2 plywood at max. Venting Base, SBS 1519.5.1 lap and 18-inch o.c. in two min. 1.4-inch ISO 95+ inch Hot BP -AA or more BP -AA, SBS-AA, SBS-TA or 52.5 24-inch spans Base, SBS Base-P nails & tin staggered rows in the GL, GenFlex ISO FiberTop asphalt SBS-AA SBS-TA or APP-TA APP-TA caps center of the sheet Insulation System Deck (Note 1) Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) 1 MDP No. Type Fasteners Attach (Note 19) Type Attach Base Ply Cap psf) W-3 Min.19/32-inch plywood at max. Min. 1.3-inch GL, Note 2 1 per 23 ft' Min. 0.5-inch Hot asphalt or SBS Optional) One or more BP -AA, SBS-AA, SBS-TA or 45.0* 24-inch spans GenFlex ISO Insulationn FiberTop AA AA SBS-AA, SBS-TA or APP-TA APP-TA W-4 Min.19/32-inch plywood at max. Min. 1.5=inch I50 95+ GL, Note 2 1 per 2 ftz Min. 0.5-inch Hot asphalt BP -AA or SBS- Optional) One or more BP -AA, SBS-AA, SBS-TA or 52.5 24-inch spans GenFlex ISO Insulation FiberTop AA SBS-AA, SBS-TA or APP-TA APP TA Exterior Research and Design, LLC. 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 6 of 73 System Deck (Note 1) Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP Type Fasteners Attach (Note 19) Base Ply Cap No. psf) W-7 Min. 19/32-inch plywood at max. 24- One or more layers, any Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum- Note 2 1 per 2 ft' BP -AA, Optional) SBS AA, SBS-TA 30.0* inch spans combination, loose laid Fiber Roof Board or APP, SBS-TA or APP-TA S85-TA or APP-TAPP-T or APP- SBS-AA, or APP-TA Min. 19/32-inch One or more layers, any Optional) One or more SBS TAW-8 plywood at max. 24- combinationloose laid Min. 0.5-inch FiberTop Note 2 1 per 2 ftz BP -AA or SBS-AA BP -AA, SBS-AA, SBS-TA or 45.0* inch spans APP-TA or APP-, orPP -TA Min. 23/32-inch W- 9 plywood at max. 24- One or more layers, any Min. inch Dens -Deck, Note 2 1 per 3.6 ft' pSBS-AA Optional) SBS-AA SBS-AA 45.0* inch spans combination, loose laid Dens -Deck Prime SELF - ADHERING BASE:.''',. - t iffs" 14 3 Min. 1S/32-inch Optional) One or more W- 10 plywood at max. 24- layers, any combination, Min. 1-inch RESISTA, GenFlex Note 2 1. per 2.77 ft' BASEGARD SA Optional) BP -AA, SBS-AA, SBS- AA, SBS-TA 40.0* inch spans. loose laid Coated Glass Facer SBS-TA Min. 15/32-inch Optional) One or more W- 11 plywood at max. 24- layers, any combination, Min. 0.5-inch ISOGARD HD, Note 2 1 per 2.1 ft2 SBS-SA Optional) BP -AA, SBS AA, SBS- AA, SBS-TA 50.0* inch spans. loose laid GenFlex HD ISO SBS-TA Min. 19/32-inch plywood at max. 24- Optional) One or more Min. 1.5-inch RESISTA, GenFlex Z Optional) BP -AA, SBS-AA, W12inch spans, blocked layers, any combination, Coated Glass Facer, longjoints Note 2 1 per 1.8 ft BASEGARD SA SBS-AA, SBS-TA 75.0 loose laid staggered 4 ft SBS-TA max. 78-inch o.c. System Deck ( Note 1) Insulation Layer(s) Base or Anchor Sheet Roof Cover (Note 14) MDP No. Type Attach Base Fasteners Attach Base Ply Cap psf) Min. 19/32-inch One or more layers, Prelim. MB Base, Channel 12-inch o.c. in the 4-inch side lap and 18-inch o.c. in Optional) One or SBS-AA, W- 13 plywood at max. 24- any combination Attached Venting Base Note 2 two, equally spaced, staggered rows in the center of more BP -AA, SBS-AA, SBS-TA or 45.0* inch spans the sheet SBS-TA or APP-TA APP-TA Min. 19/32-inch One or more layers, Prelim. MB Base, Channel 12-inch o.c. in the 4-inch side lap and 12-inch o.c. in Optional) One or SBS-AA, W- 14 plywood at max. 24- any combination Attached Venting Base Note 2 two, equally spaced, staggered rows in the center of more BP -AA, SBS-AA, SBS-TA or 52.5 inch spans the sheet SBS-TA or APP-TA APP-TA Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report 178970.01.08-2-1112 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 7 of 73 I I ED z TABLE 1E=1 WOOD IIECKS NEW CQNSTRUGTIQN OR RERO.OF [TEmR=pFF}) t YS £i TYC E.,E Nt3h-1( SUEATE'Ci ; EGH64Nt A LYATfACWEC AS FiEET BONGEC>k?i i.Ct3VE i, : t,.., ram• .:,,.. y System Deck Base Sheet Roof Cover (Note 14) MDP No. (Note 1) Base Fasteners Attach Base Ply Cap psf) COIF APPUEDBASE I. PLY; FIRESTOE"LIQUIGARb.MEMBRANE ADHESIVE a s.; g':. 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- atat max. 24ainch 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 TORCHAPPUEcrBASEPLY:,. 111 i ..'. ,z.. \ ._ : !. 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. 1S/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 S2.5 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 D.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. 1S/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 D.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:Jff Ili w" ivtt£ Min. 19/32-inch plywood MB Base, Channel Venting FBC HVHZ 1S19.5.1 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 TBASEGARD 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 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; (80O) 443-4272 Appendix 1, Page 8 of 73 J I ( ERD System Deck Base Sheet Roof Cover (Note 14) MDP No. Note 1) Base Fasteners Attach Base Ply Cap psf) COL'DrAPPOED;BASE i '. ' PLY, FIRESTONE _UQUIGARDMEMBRliNE ADHESIVE , U s W 29 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- 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 ASPi4j7ORTORCii APPLIED BASE PLy: s a u, , W-30 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 inch spans attached Venting Base Note 2 spaced, staggered rows in the center of the sheet BP -AA SBS-AA5B5-TA or APP-TA 52. 5 or APP-TA W- 31 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- inch spans, blocked max. 78-inch o.c. Venting Base Note 2 spaced, staggered rows in the center of the sheet BP - AA, SBS-AA or SBS- AA, SBS-TA 60.0 A W- 32 Min. 19/32-inch plywood at max. 24- MB Base, Channel Note 2 12-inch o.c. in the 2-inch side lap and 12-inch o.c. in two (2), equally One or more BP -AA, SBS-CA2, SBS- inch spans, blocked max. 78-inch o.c. Venting Base spaced, staggered rows in the center of the sheet SBS-AA or SBS-TA AA, SBS-TA 75. 0 SELFADHERING AkP,LY'. - lti W- 33 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 inch spans, blocked max. 78-inch o.c. Venting Base Nate 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-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 9 of 73 System Deck Base Insulation Layer Top Insulation Layer No. (Note 1) Attach Type Fasten ( Note 19) Type Attach TYTRINI RD Roof Cover (Note 14) MDP Base Ply Cap (psf) Min. 22 ga., type B, Grade Min. 0.5-inch Dens Min. 1.5-inch ISO 95+ GL, GenFlex ISO SC-1. 33 steel or min. 2,500 psi Deck, Dens Deck Prime Note 2 1 per 2 W Insulation followed by min. 0.25-inch Dens I.S.O. FIX II APP-CA None APP-CA 37.5* structural concrete orSECUROCK Gypsum- Deck Prime or SECUROCK Gypsum Fiber Fiber Roof Board Roof Board Min. 1.5-inch ISO 95+ Min. 22 ga., type B, Grade GL, GenFlex ISO SC-2. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 1 per 2 ft2 Min. 0.25-inch Dens Deck Prime or 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 ISO 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. 22 ga., type B, Grade Min. 0.5-inch Dens Min. 1.5-inch ISO 95+ GL, GenFlex ISO SC-4. 33 steel or min. 2,500 psi Deck, Dens Deck Prime Note 2 1 per 2 ft2 Insulation followed by min. 0.25-inch Dens I.S.O. FIX II BP -CA or Optional) BP- SBS-CA 30.0* structural concrete or SECUROCK Gypsum- Deck Prime or SECUROCK Gypsum Fiber SBS-CA CA, SBS-CA 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 ft2 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 9S+ 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,S00 psi Insulation or RESISTA, Note 2 1 per 2 ft2 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+ Min. 22 ga., type B, Grade GL, GenFlex ISO SC 7. 33 steel min. 2,500 psi Insulation or RESISTA, Note 2 1 per 2 ft2 Min. 0.25-inch Dens Deck Prime or I.S.O. FIX II BP -CA or Optional) BP- SBS-CA 45.0* structural concrete GenFlex Coated Glass SECUROCK Gypsum Fiber Roof Board SBS-CA CA, SBS-CA 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 Tapered ISO 95+ GL, GenFlex ISO Insulation Exterior Research and Design, I-I.C. d/b/a Trinity I ERE) Evaluation Report 1`8970.01.08-2-1112 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 10 of 73 ERQ c TABLE 2A 1;: STEEL OR STRUCTURAL CONCRETE DE&S Aiw CUNS Tf2UG TI0N RERO F TEAR CIFF `" R ItEC01/ER Y,SYSTE(vI TYPEC)iAh1ICALLY ATTtEED d' } pp yy EASEi3SUAilCNBCbIV"i4ECiTr3P If+1 iATI A.'= gy'. FJD FE' 1dER: f 'g UAL f c 'N ;sia: .k, 1m+..,gF 4+''. System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) No. Note 1) Type Fasten Attach Note 19) Type Attach Base Ply Cap MDP psf) 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.S-inch ISO 95+GL, GenFlex SC- 10. 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 BP - CA or BP -CA Optional) BP- OCA, tonal) SBS- CA 45.0* structural concrete Insulation Tapered ISO 95+ GL, GenFlex ISO Insulation 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- 1 1. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 1 per 2 ftZ 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. 22 ga., type B, Grade Min. 0.5-inch Dens Min. 1.5-inch ISO 95+ GL, GenFlex ISO SC- 12. steel min. 2,500 psi Deck, Dens Deck Prime Note 2 1 per 2 ft ' Insulation followed by min. 0.25-inch Dens I. S.O. Stick APP-CA None APP-CA 37.5* t l structuralconcrete or SECUROCK Gypsum- Deck Prime or SECUROCK Gypsum Fiber Fiber Roof Board Roof Board Min. 1.5-inch ISO 95+ Min. 22 ga., type B, Grade GL, GenFlex ISO SC- 13. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 1 per 2 ft2 Min. 0.25-inch Dens Deck Prime or I. S.O. Stick 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 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 150 Min. 22 ga., type B, Grade Min. 0.5-inch Dens Min. 1.5-inch ISO 95+ GL, GenFlex ISO SC- 15. 33 steel or min. 2,500 psi Deck, Dens Deck Prime Note 2 1 er 2 ft' pInsulation followed by min. 0.25-inch Dens I. S.O. Stick BP - CA or Optional) BP- SBS- CA 30.0* structural concrete or SECUROCK Gypsum- Deck Prime or SECUROCK Gypsum Fiber SBS-CA CA, SBS-CA Fiber Roof Board Roof Board Min. 22 ga., type B, Grade Min. O.S-inch Dens Min. 1.5-inch ISO 95+ GL, GenFlex ISO SC- 16. 33 steel or min. 2,500 psi Deck, Dens Deck Prime DensNote 2 1 per 2 ftz Insulation followed by min. O.5-inch I.S.O. Stick BP - CA or BP -CA Optional) BP- OCA, tonal) SBS- CA 37.5* structural concrete or SECUROCK Gypsum- FiberTop C, E or S FiberRoofBoardExterior Research and Design, LI.C. d/b/a Trinity I ERD Evaluation Report F8970.01.08-2-1112 for FL984-1312 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nleminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 11 of 73 I' D4 TABLE 2A f.'! STEEL OR STRUCTUTRAL-CONCRETE ECKS - NEW CONSTRUCTION RE'ROOF TEAR -OFF oR REC01%ER SYS fE Tyf Efl-1:; ECAh11LLYATTAHEbA NUEA lON IOaNDEJbiSTo.::... System Deck Base Insulation Layer Tap Insulation Layer Roof Cover (Note 14) No. Note 1) T ype FastenAttach Type Attach Base Ply Cap MDP 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-17. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 1 per 2 ftz or Tapered RESISTA, GenFlex Coated Glass I.S.O. Stick 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 9S+ Min. 22 ga., type B, Grade GL, GenFlex ISO SC-18. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 1 per 2 ft2 Min. 0.25-inch Dens Deck Prime or I.S. O. Stick BP -CA or Optional) BP- SBS-CA 4S.0* structural concrete GenFlex Coated Glass SECUROCK Gypsum Fiber Roof Board SBS-CA CA, SBS-CA Facer 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 SC-19. 33 steel or structrual GenFlex ISO Insulation Note 2 1 per 4 ftz or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray R; I.S.O. APP-CA None APP-CA 37.5* concrete or RESISTA, GenFlex Facer; Min. 0.25-inch Dens Deck Prime or Twin Pack 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 SC-20. 33 steel or min. 2,500 psi p Insulationor RESISTA, Note 2 1 per 3.2 Min. 0.25-inch Dens Deck Prime or I.S.O. Spray R; I.S.O. APP-CA None APP-CA 37.5 structural concrete GenFlex Coated Glass ftz SECUROCK Gypsum Fiber Roof Board Twin Pack Facer Min 1. 5-inch ISO 95+ Min. 22 ga., type B, Grade GL, GenFlex,ISO SC-21. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 1 per 2 ftZ Min. 0. 5 inch Tapered RESISTA, GenFlex I.S.O. Spray R; I.S.O. APP-CA None APP-CA 37.5* structural concrete GenFlex Coated Glass Coated Glass Facer Twin Pack Facer Min. 22 ga., type B, Grade Min. 0. 5-inch Dens Min. 1.S-inch ISO 95+ GL, GenFlex ISO SC-22. steelorl min. 2, 500 psi Deck, Dens Deck Prime Note 2 1 per 2 ft z Insulation followed by min. 0.25-inch Dens I.S.O. Spray R; I.S.O. APP-CA None APP-CA 37.5* structural concrete t or SECUROCKGypsum- Deck Prime or SECUROCK Gypsum Fiber Twin Pack Fiber Roof Board Roof Board Min. 22 ga., type B, Grade Min. 0.5- inch Dens Min. 1.S-inch ISO 95+ GL, GenFlex ISO SC-23. 33 steel or min. 2,500 psi Deck, Dens Deck Prime Note 2 1 per 2 ftz Insulation followed by min. 0.25-inch Dens I.S.O. Spray R; I.S.O. BP -CA or Optional) BP- SBS-CA structural concrete or SECUROCK Gypsum- Deck Prime or SECUROCK Gypsum Fiber Twin Pack SBS-CA CA, SBS-CA Fiber Roof Board Roof Board Exterior Research and Design, LI.C. d/b/a Trinity I ERR 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 Nleminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 12 of 73 4 TRINITY ERD TABLE 2A 1: STEEL OR STRUCTURAL CONCRETE DECKS- NEW CONSTRUCTION, RER0, F,(TEAR-OFF) OR RECOVER SYME W NIC LLY EbSIs AT ESUROMTYF E6-1: bEbiP5ULA7 i IONRO bEb OAA FCCVERTE SystemDeck Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) No. Note 1) Type Fasten Attach Note 19) Type Attach Base Ply Cap MDP psf) 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 SC-24. 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. BP -CA or Optional) BP- SBS-CA 37.5* concrete or RESISTA, GenFlex Facer; Min. 0.25-inch Dens Deck Prime or Twin Pack SBS-CA CA, SBS-CA Coated Glass Facer SECUROCK Gypsum Fiber Roof Board or min. 0. 5-inch ISOGARD HD, GenFlex HD ISO Min. 1. 5-inch ISO 9S+ Min. 22 ga., type B, Grade GL, GenFlex ISO SC-25. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 1 per 23.2Min. 0.25-inch Dens Deck Prime or I.S.O. Spray R; I.S.O. BP -CA or Optional) BP- SBS CA 37.5* structural concrete GenFlex Coated Glass ft SECUROCK Gypsum Fiber Roof Board Twin Pack SBS-CA CA, SBS-CA 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 p Insulationor RESISTA, Note 2 1 per 2 ftz p ISOInsulation 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. 33 steel or min. 2,500 psi p Deck, Dens Deck Prime Note 2 1 per 2 ftz p Insulationfollowed b min. 0.5-inch y I.S. O. Spray R; I.S.O. BP -CA or Optional) BP- SBS-CA 37.5* structural concrete 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 ftz 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. S-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 ft' 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 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-30. 33 steel or structrual Insulation or RESISTA, Note 2 1 per 4 ft' p orTapered RESISTA, GenFlex Coated Glass I.S.O. Spray R; I.S.O. BP -CA or Optional) BP- SBS-CA 45.0 * concrete GenFlex Coated Glass Facer; Min. 0.25-inch Dens Deck Prime or Twin Pack SBS-CA CA, SBS-CA Facer SECUROCK Gypsum Fiber Roof Board or min. 0. 5-inch ISOGARD HD, GenFlex HD ISO Exterior Research and Design, LLC. d/b/a Trinity) ERD - Evaluation Report F8970.01.08-2-R12 for F1.984-1112 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 13 of 73 1 1ERD i a ,. i.::5:, TABLE 2A-1-, STEEL OR STRUCTURAL CONCRETE a!v ,, .,. fie•! : BECKS:.=NEW CONSTRIJ "IC ON: REROOF(TEaR OFF} oR RECOVER k; j. •,p9 F.: Y pgSYSTEMTYPE1EG AN9Gd1LL§Y AiiAHECi gypIAE9fi5ULT9t CiNC?Ei3 TOP, i#CATiON f30,NbEb RtCJFtj CtiUERO. xaate. : le....:_ w p c p'. v '.• System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) No. Note 1) Type Fasten Attach Note 19) Type Attach Base Ply Cap MDP psf) 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 ft2 or Tapered RESISTA, GenFlex Coated Glass I.S.O. S R; I.S.O. Spraypy BP -CA or Optional) BP- SBS-CA 4S.O* structural concrete GenFlex Coated Glass Facer; Min. 0.5-inch ISOGARD HD, GenFlex Twin Pack SBS-CA CA, SBS-CA Facer HD ISO C6LRAPPLIED! BA5E;FIRESTONELIQUTARDI IIEMBRANEQUHES N•E: s a fit! 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 pft22.7 or min. 1.5-inch ISO 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, GenFlex ISO Insulation Tapered ISO 95+ GL, GenFlex ISO Insulation I.S.O. Spray R; I.S.O. SC- 33. 33 steel or min. 2,500 psi or RESISTA, GenFlex Note 2 1 per 4 ftz or min. 1.5-inch ISO 95+ GL, GenFlex ISO Twin Pack, I.S.O. FIX or Optional) SBS- CA2 37.5* structural concrete Insulation II, I.S.O. Stick SBS- CA2 SBS-CA CA2 or SBS-C-CA2Coated 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. O.S-inch Tapered ISO I.S.O. Sprays 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+ Min. 22 ga., type B, Grade GL, GenFlex ISO Optional min. 1.5-inch ISO 95+ GL, GenFlex SC- 35. 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) SBS- CA2 45.0* structural concrete GenFlex Coated Glass 95+ x GL, GenFlex ISO Insulation; Min. 0.5- SBS-CA2 C CA2orSBSA2Facernc inch ISOGARD HD, GenFlex HD ISO Min. 22 ga., type B, Grade Min. 1.5-inch ISO 95+ SC 36. 33 steel or min. 2,500 psi GL, GenFlex ISO Note 2 1 per Min. 0.2SROC inch Dens Deck Prime or LiquiGard or Optional) SBS- CA2 45.0* structural concrete Insulation ft SECUROCK Gypsum Fiber Roof Board SBS-CA2 SBS-CA C CA2orSBS-CA2 Min. 22 ga., type B, Grade Min. 2-inch ISO 95+ GL, z Min. 0.25-inch Dens Deck Prime or LiquiGard, I.S.O. Spray R; I.S.O. Twin BP-CA2 or Optional) BP- SC-37. 33 steel or min. 2,500 psi GenFlex ISO Insulation Note 2 1 per 4 ft SECUROCK Gypsum Fiber Roof Board or Pack, I.S.O. FIX II, SBS-CA2 CA2 or SBS-CA2 SBS- CA2 45.0* structural concrete min. 0.5-inch ISOGARD HD, GenFlex HD ISO I. S.O. Stick Min. 22 ga., type B, Grade Min. 1.5-inch ISO 95+ I.S.O. Spray R; I.S.O. SC- 38. 33 steel or min. 2,500 psi pGL, GenFlex ISO Note 2 1 per 1.6 Min. 1.5-inch ISO 95+ GL, GenFlex ISO Twin Pack, I.S.O. FIX BP- CA2 or Optional) BP- SBS- CA2 75.0 structural concrete Insulation ftZ Insulation II or I.S.O. Stick SBS- CA2 CA2 or SBS-CA2 ASPHALT AND ORTQ RCHAPPLIED BASE: fir', c Exterior Research and Design, I.I.C. d/b/a Trinityl 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 14 of 73 TABLE 2A-1" STEELQR STRUCTURAL`GONCRETE;UECKS-NEW GONSTRUCTIQNREROOF TEAR>OFF DRREGOUER SYSTEM TYPE1: iViE H'APJIG LL'YAi ACHEb:B s SEISULATIOONaE[3 TQP IN5IJLATIO(tit BONCDEb ROC EGOVER' va. - C• fi t ': ffi z4cm . a^S.laa , System Base Insulation Layer Deck Top Insulation Layer Roof Cover (Note 14) No. Note 1) Type Fasten Attach Type Attach Base Ply Cap M DP psf) Note 19) Min. 22 ga., type B, Grade Min. 2-inch ISO 95+ GL, Optional base insulation or Min. 0.5-inch Optional) One SBS-AA, SC- 39. 33 steel or structrual GenFlex ISO Insulation Note 2 1 per 4 ftz Tapered ISO 9S+ GL, GenFlex ISO Insulation I.S.O. Spray R; I.S.O. BP -AA or or more BP -AA, SBS-TA 37. 5* or RESISTA, GenFlex or Tapered RESISTA, GenFlex Coated Glass Twin Pack SBS-AA SBS-AA, SBS-TA or APP- concrete Coated Glass Facer Facer; Min. 0.5-inch Fiber Top or APP-TA TA 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 9S+ GL, GenFlex ISO Insulation Spray R; I.S.O. BP - AA, SBS or more BP -AA, SC- 40. 33 steel or structrual Note 2 1 per 4 ftz or Tapered RESISTA, GenFlex Coated Glass AA, SBS-TA 37.5* concrete or RESISTA, GenFlex Facer; Min. 0.25-inch Dens Deck Prime or Twin TwinPack or APP-TA SBS- AA, SBS-TA or APP- orAPPCoated Glass Facer SECU ROCK Gypsum Fiber Roof Board or APP-TA TA Min. 22 ga., type B, Grade Min. 1.3-inch ISO 95+ Optional) One SBS-AA, 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* structural concrete Insulation ft SBS-AA SBS-AA, SBS-TA or APP- 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,S00 psi GL, GenFlex ISO Note 2 1 per 4 ftz 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- 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 structural concrete Insulation SBS- AA SBS-AA, SBS-TA or APP- 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. 2,500 psi GL, GenFlex ISO Note 2 1 pe z1.6 Min. 0.5-inch Fiber Top Hot asphalt BP - AA or or more BP -AA, SBS-TA 75. 0 structural concrete Insulation ft SBS-AA SBS-AA, SBS-TA or APP- orAPP- TA TA Min. 2.2-inch ISO 95+ Min. 22 ga., type B, Grade GL, GenFlex ISO Optional base insulation or Min. 0.5-inch Optional) One SBS-AA, SC- 45. 33 steel or structrual Insulation or RESISTA, Note 2 1 per 4 ft Z Tapered ISO 95+ GL, GenFlex ISO Insulation I.S.O. Spray R; I.S.O. BP -AA or or more BP -AA, SBS-TA 45. 0* concrete GenFlex Coated Glass or Tapered RESISTA, GenFlex Coated Glass Twin Pack SBS-AA SBS-AA, SBS-TA or APP- Facer Facer; Min. 0.5-inch Fiber Top or APP-TA TA Min. 22 ga., type B, Grade Min. 0.5-inch Dens I. S.O. FIX II; I.S.O. Optional) One SBS-AA, SC 46. steel min. 2,500 psi Deck, Dens Deck Prime Note 2 1 per 2 ftz Min. 1.5-inch ISO 95+ GL, GenFlex ISO I. S.O. Spray R;. BP - AA or or more BP -AA, SBS-TA 45. 0* l structuralconcrete tor SECUROCK Gypsum- Insulation; Min. 0.5-inch FiberTop C, E or S IStick; Twin Pack SBS- AA SBS-AA, SBS-TA or APP- Fiber Roof Board S. O. or APP-TA TA Exterior Research and Design, LI.C: d/b/a Trinity F.RD Evaluation Report F8970.01.08-2-1112 for FL984-R12 Certificate of Authorization 49503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nleminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 15 of 73 fINITYERD STEEL;QO R STRUCTURAL.CONCRETEYD%KS-.NEW=CONSTRUCTION REROOP• TEAR OFF oRRELOUER SYSTEM TYPE:B 1 ECNA;IICALLYAi eWED BASE IIUSIlLAT1QN„BQNmEiTC?P'INSU! ATIdM1f BdDED RdQF,COUER 4 System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) No. Note 1) Type Fasten Attach Type Attach Base Ply Cap M DP 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 iTaperedISO95+ 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. qq 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 ll; 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 er 2 ftzp 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) One SBS CA2, SC-49. 80 steel or min. 2,500 psi Min. 2-inch ISO 95+ GL, Note 2 1 per 1.6 2 Min. 0.5-inch SECUROCK Gypsum -Fiber I.S.O. Stick, 6-inch BP -AA, SBS- or more SBS- SBS-AA, 67.5 structural concrete GenFlex ISO Insulation ft Roof Board O.C. AA, SBS-TA CA2, BP -AA, SBS-TA SBS-AA, SBS-TA Min. 22 ga., type B, Grade Optional) BP-. SC-50. 80 steel or min. 2,S00 psi Min. 2-inch ISO 95+ GL, Note 2 1 per 1 ft2 Min. 0.5-inch Dens Deck Prime I.S.O. Spray R BP -AA, SBS- AA, SBS-AA, SBS-TA 82.5 structural concrete GenFlex ISO Insulation AA, SBS-TA SBS-TA Min. 22 ga., type B, Grade Optional) BP - SC-S1. 80 steel or min. 2,500 psi Min. 2-inch ISO 95+ GL, Note 2 1 per 1 ft2 Min. 0.5-inch Dens Deck Prime I.S.O. Spray R BP -AA, SBS- AA, SBS-AA, SBS-TA 97.5 structural concrete GenFlex ISO Insulation AA, SBS-TA SBS-TA SELF -ADHERING BASEC 5F' i , Min. 2-inch ISO 95+ GL, Optional base insulation or Min. 0.5-inch Min. 22 ga., type B, Grade GenFlex I50 Insulation Tapered ISO 95+ GL, GenFlex ISO Insulation I.S.O. IS.O. Spray ; .S.O. Optional) SBS- SBS-TA SC-52. 33 steel or structrual or RESISTA, GenFlex Note 2 1 per 4 ftz or Tapered RESISTA, GenFlex Coated Glass Twin Pack SBS-SA TA or APP-TA or APP- 37.5* concrete Coated Glass Facer Facer; Optional min. 0.5-inch ISOGARD HD, TA GenFlex HD ISO Min. 22 ga., type B, Grade Min. 0.5-inch DensDeck, 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 Dens Deck Prime Note 2 1 per 2 ftZ Insulation; Min. 0.25-inch Dens Deck Prime Stick; I.S.O. Spray R; gASEGARD 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-S4. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 1 per 2 ft 2 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, LLC. d/b/a Trinity I ERD Evaluation Report F8970.01.08-2-R12 for FL984-R12 Certificate of Authorization 49503 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 System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) No. Note 1) Type Fasten Attach Type Attach Base Ply Cap M DP psf) Note 19) 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-55. 33 steel or min. 2,500 psi Insulation or RESISTA, Note 2 1 per 2 ftz ISO Insulation or Min. 0.5-inch Tapered ISO I.S.O. Spray S BASEGARD Optional) SBS- or APP- 4S.0* structural concrete GenFlex Coated Glass 95+ GL, GenFlex ISO Insulation; Min. 0.5- SA TA or APP-TA TA inch ISOGARD HD, GenFlex HD ISO Facer Min. 2.2-inch ISO 95+ Optional base insulation or Min. 0.S-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 ftZ or Tapered RESISTA, GenFlex Coated Glass 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, TwinTwin Pack TA or APP-TA TA Facer GenFlex HD ISO Min. 22 ga., type B, Grade Optional min. 0.5-inch base insulation; SC-57. 33 steel or min. 2,500 psi Min. 2-inch I50 95+ GL, Note 2 1 per 1.6 Min. 0.5-inch SECUROCK Gypsum -Fiber I.S.O. Stick, 6-inch BASEGARD Optional) SBS- SBS-AA, 67.5 structural concrete GenFlex ISO Insulation ftz Roof Board O.C. SA AA, SBS-TA SBS-TA Min. 22 ga., type B, Grade I.S.O. FIX II, I.S.O. SC 58. steelorl min. 2,500 psi Min. 2-inch ISO 95+ GL, Note 2 1 per 1 ft z Min. 0.5-inch Dens Deck Prime or Spray 5 or I.S.O. BASEGARD Optional) SBS- SBS-AA, 67. 5 structural concrete tGenFlex ISO Insulation SECUROCK Gypsum -Fiber Roof Board Spray R; I.S.O. Twin SA AA, SBS-TA SBS-TA Pack, 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 GenFlex ISO Insulation Note 2 1 per 1 ftz Min. 0.5-inch ISOGARD HD, GenFlex HD ISO Spray S or I.S.O. Twin SA AA, SBS-TA SBS-TA 105. 0 structural concrete Pack, 4-inch o.c. Exterior Research and Design, LLC. 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 17 of 73 x,rf I I ERQ 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, SC-60. or min. 2,SOO psi SECUROCK Gypsum Note 2 1 per 4 2 V-Force GenFlex ISO Insulation; optional Min. 0.5-inch I.S.O. BP -CA or Optional) BP -CA, SBS-CA 4S.O* structural Fiber Roof Board primed ft Tapered ISO 95+ GL, GenFlex ISO Insulation Stick SBS CA SBS-CA concrete with V-Force SB Primer Min. 22 ga., Type Min. 0.25-inch Dens B, Grade 33 steel Deck or 0.S-inch One or more layers Min. 1.5-inch ISO 95+ GL, SC-61. or min. 2,500 psi SECUROCK Gypsum Note 2 1 per 4 V-Force GenFlex ISO Insulation; optional Min. 0.5-inch APP_CA None CA 45.0* structural Fiber Roof Board primed ft Tapered ISO 95+ GL, GenFlex ISO Insulation StickStick concrete with V-Force SB Primer 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, SC-62. or min. 2,500 psi SECUROCK Gypsum Note 2 1 per 4 2 V-Force GenFlex ISO Insulation; optional Min. 0.5-inch I.S.O. BP -CA or Optional) BP -CA, SBS-CA 37.5* structural Fiber Roof Board primed ft Tapered ISO 95+ GL, GenFlex ISO Insulation; Stick SBS-CA SBS-CA concrete with V-Force SB Primer Min. 0.50-inch FiberTop C, E, S Min. 22 ga., Type Min. 0.25-inch Dens B, Grade 33 steel Deck or 0.S-inch One or more layers Min. 1.5-inch ISO 95+ GL, SC-63. or min. 2,500 psi SECUROCK Gypsum Note 2 1 per 4 V-Force GenFlex ISO Insulation; optional Min. 0.5-inch I.S.O. BP -CA or Optional) BP -CA, SBS-CA 45.0* structural Fiber Roof Board primed ft2 Tapered ISO 95+ GL, GenFlex ISO Insulation; Stick SBS-CA SBS-CA concrete with V-Force SB Primer Min. 0.50-inch ISOGARD HD, GenFlex HD ISO Min. 22 ga., Type Min. 0.2S-inch Dens 3 sB, Grade 33 steelB, Deck or 0.5-inchDeckor One or more layers Min. 1.5-inch ISO 95+ GL, SC-64. min. 2, psip CK Gypsumyp Note 2 1 per 4 V-Force GenFlex ISO Insulation; optional Min. 0.5-inch I.S.O. APP-CA None APP-CA 45.0* structural Fiber Roof Board primed ft2 Tapered ISO 95+ GL, GenFlex ISO Insulation; Stick concrete with V-Force SB Primer Min. 0.50-inch ISOGARD HD, GenFlex HD ISO Min. 22 ga., Type Min. 0.25-inch Dens One or more layers Min. 1.5-inch ISO 9S+GL, B, Grade 33 steel Deck or O.5-inch GenFlex ISO Insulation; optional Min. 0.5-inch SC-65. or min. 2,500 psi SECUROCK Gypsum Note 2 1 per 4 V-Force Tapered ISO 95+ GL, GenFlex ISO Insulation; I.S.O. BP -CA or Optional) BP -CA, SBS-CA 30.0* structural Fiber Roof Board primed ft2 Min. 0.25-inch Dens Deck Prime or SECUROCK Stick SBS-CA SBS-CA concrete with V-Force SB Primer Gypsum Fiber Roof Board 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 GenFlex ISO Insulation; optional Min. 0.5-inch SC-66. or min. 2,500 psi SECUROCK Gypsum Note 2 1 per 4 V-Force Tapered ISO 95+ GL, GenFlex ISO Insulation; I.S.O. APP-CA None APP-CA 37.5* structural Fiber Roof Board primed t2 Min. 0.25-inch Dens Deck Prime or SECUROCK Stick concrete with V-Force SB Primer Gypsum Fiber Roof Board Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report 1`8970.01.08-2-1112 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 18 of 73 Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970.01.08-2-R12 for FL984-R 12 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 TfRINITY(ERD Top Insulation Layer Roof Cover (Note 14) System No. Deck (Note 1) Base Insulation Layer M DP Attach Type Fasteners Note 19) Base Ply Cap psf) COLD `APPLIED ri',-;' BASE FIRESTONE MULTI -PURPOSE MB CC RjD [)HESIVE r ya. N ¢a c " y° ' R. „. .. w- Al SC-73. Min. 22 ga., type B, Grade'._ 33 steel or min. 2,500 psi Optional) One or more layers, Min. 1.5-inch ISO 95+ GL, GenFlex ISO Note 2 1 per 2 ft2 BP -CA, SBS-CA Optional) BP -CA, SBS-CA 45.0* structural concrete any combination, loose laid Insulation SBS-CA SC-74. Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi 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* structural concrete any combination, loose laid Insulation 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 33 steel any combination, loose laid Insulation Note 2 1 per 2 ft2 APP-CA None APP-CA 45.0* SC-77. 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 BP -CA, SBS-CA Optional) BP -CA, SBS-CA 45.0* concrete any combination, loose laid Insulation SBS-CA SC 78. Min. 2,500 psi structural Optional) One or more layers, Min. 1.5-inch 150 95+ GL, GenFIex.ISO Note 2 2 1 2 ft APP-CA None concrete any combination, loose laid Insulation per APP-CA 45.0* 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 combinationloose 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 combination, loose laid Dens Deck or 0.25-inch SECUROCK Gypsum Note 2 2 1 per 2 ft APP_CA None APP-CA 45.0* structural concrete Fiber Roof Board SC 81. Min. 22 ga., Type B, Grade 33 or min. Optional) One or morelaid layers, Min. 0.5-inch ISOGARD HD, GenFlex HD I50 Note 2 2 1 per 2.7 ft BP - CA or SBS- Optional) BP -CA, SBS- CA 45.0* psi structural concrreteete any combination, loose CA SBS-CA Min. 22 ga., Type B, Optional) One or more layers, SC- 82. Grade 33 or min. 2,500 any combination, loose laid Min. 0.5-inch ISOGARD HD, GenFlex HD ISO Note 2 1 per 2.7 ft2 APP-CA None APP-CA 45.O* psi structural concrete SC- 83. Min. 22 ga., Type B, Grade 33 or min. 2,500 Optional) One or more layers, Min. 1.5-inch ISOGARD HD Composite, Note 2 1 per 4 ft2 BP -CA or SBS- Optional) BP -CA, SBS- CA 45.0* psi structural concrete any combination, loose laid GenFlex HD Composite I50 CA SBS CA SC- 84. Min. 22 ga., Type B, Grade 33 or min. 2,500 Optional) One or more layers, Min. 1.5-inch ISOGARDHD Composite, Note 2 1 per 4 ft2 APP-CA None APP-CA 45.0* psi structural concrete any combination, loose laid GenFlex HD Compositee ISO Min. 22 ga., type B, Grade Optional) One or more layers, Min. 2-inch z 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 ft BP -CA, SBS-CA SBS- CA SBS- CA 52.5 structural concrete Exterior Research and Design, LLC. d/b/a Trinityl ERD Certificate of Authorization N9503 Prepared by: Robert Nleminen, 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 20 of 73 TRINI ERo gym: T;.•, TABlE26:STEELORSTRUCTURAC-'CONCRETEDE'GK5-NEW,COINS7RUCTION REROOF TEAR-OFs oit=RECOVER SYSiEhaRTYRE+C:, MECNANICA LYAiTA FIEb BEV '' LAT! - 'B NC3EC3 f VERA Top Insulation Layer Roof Cover (Note 14) System Deck (Note 1) Base Insulation Layer Attach MDP No. Type Fasteners Base Ply Cap (psf) Note 19) Min. 22 ga., type B, Grade SC-86. 33 steel or min. 2,500 psi ( Optional) One or more layers, Min. 2-inch Note 2 1 per 1.3 ftZ APP-CA None APP-CA -S2.5 structural concrete any combination, loose laid ISO 95+5+ GLGenFlex ISO Insulation Min. 22 ga., type B, Grade (Optional) One or more layers, Min. 2.3-inch ISO 95+ GL, GenFlex ISO z (Optional) BP_ CA, SC-87. 33 steel any combination, loose laid Insulation Note 2 1 per 1.3 ft 8P-CA, SBS-CA SBS- CA SBS- CA 52.5 SC- 88. 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' APP-CA None APP-CA -52.5 33steelanycombination, loose laid Insulation Min. 2,500 psi structural (Optional) One or more layers, Min. 2-inch ISO 95+GL, GenFlex ISO Z (Optional) BP -CA, SC-89. concrete any combination, loose laid Insulation Note 2 1 per 1.3 ft BP -CA, SBS-CA SBS- CA SBS- CA 52.5 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 ft' APP=CA None APP-CA -52.5 concrete any combination, loose laid Insulation Min. 22 ga. Type B, Grade (Optional) One or more layers, Min. 2-inch ISO 95+GL, GenFlex ISO Z SC-91. 33 steel any combination, loose laid Insulation, long joints staggered 4 ft Note Z 1 per 1.8 ft SBS-CA None SBS-CA 60.0 Min. 22 ga. Type B, Grade (Optional) One or more layers, Min. 1.5-inch ISOGARD HD Composite, Z SC-92. 33 steel any combination, loose laid GenFlex HD Composite ISO, long joints Note 2 1 per 2.7 ft SBS-CA None SBS-CA -60.0 staggered 4 ft One or more layers, min. 0.5- Min. 1-inch RESISTA, GenFlex Coated Glass SC- 93. Min. 22 ga. Type B, Grade inch, any combination, loose Facer or min. 0.5-inch Dens Deck Prime or Note 2 1 per 1.6 ftz SBS-CA None SBS-CA -67.5 33steellaid SECUROCK Gypsum -Fiber Roof Board, long joints staggered 4 ft Min. 22 Type B, Grade a. T de Min. 1.5-inch ISOGARD HD Composite, SC- 94. g (Optional) One or more layers, GenFlex HD Composite ISO, long joints Note 2 1 per 1.8 ftz SBS-CA None SBS-CA -75.0 33steelanycombination, loose laid staggered 4 ft Min. 22 ga., type B, Grade Min. 1.5-inch Min. 0.5-inch SECUROCK Gypsum -Fiber Z SC-95. 33 steel or min. 2,500 psi ISO 95+GL, GenFlex ISO Roof Board Note 2 1 per 1.5 ft SBS-CA None SBS-CA -90.0 structural concrete Insulation LDAPPLIED BASES FIRESTONE I.IQl11GARD MEMBRANEADHESNE: ;i9`11?11'w M ` • 1 --'__ , '` .. +,', Min. 22 ga., Type B, (Optional) One or more layers, Min. 1.5-inch ISO 95+ GL, GenFlex ISO SC- 96. Grade 33 or min. 2,500 ) y Note 2 1 per 2.7 ftz CA2 or SBS- (Optional) BP-CA2 or SBS- CA2 45.0* psi structural concrete any combination, loose laid Insulation CA2 SBS-CA2 Min. 22 ga., Type B, SC- 97. Grade 33 or min. 2,500 (Optional) One or more layers, Min. 2-inch ISO 95+ GL, GenFlex ISO Note 2 1 per 4 ft2 BP-CA2 or SBS- (Optional) BP-CA2 or SBS- CA2 45.0* psi structural concrete any combination, loose laid Insulation CA2 SBS-CA2 Min. 22 ga., Type B, Optional) One or more layers, Min. 0.25-inch Dens Deck Prime or min. Z BP-CA2 or SBS- (Optional) BP-CA2 or SC-98. Grade 33 or min. 2,500 any combination, loose laid 0,S-inch ISOGARD HD, GenFlex HD ISO Note 2 1 per 2.7 ft CA2 SBS-CA2 SBS- CA2 -45.0* psi structural concrete Exterior Research and Design, LLC. d/b/a Trinity) F.RD 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 21 of 73 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 Nleminen, PE-59166 Firestone Building Products Company, L-C; (800) 443-4272 Appendix 1, Page 22 of 73 Exterior Research and Design, I.L.C. 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 Nleminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 23 of 73 J 1 ERQ TABLE 2B STEEL OR STRUCTURAL TCONCRETE_DECKS NEIN CON5TRUCTION REROOE (TEpR OFF),oR RECOVER SYSTEM TYF E'MEGIfANICALLYATTA(«IEDiNSULAtT9O1,BiitVC7ECRC?gGUE t V' a r System Top Insulation Layer Roof Cover (Note 14) AttachNo. Deck (Note 1) Base Insulation Layer MDP Type Fasteners Note 19) Base Ply Cap psf) Min. 22 ga., type B, Grade SC-122. 33 steel or min. 2,500 psi One or more layers, any combination, loose laid Min. 0.25-inch Dens -Deck Prime Note 2 1 per 2 ftzP BASEGARD SA Optional) SBS-AA SBS-AA 45.0* structural concrete SC-123. Min. 22 ga., type B, Grade Optional) One or more layers, Min. 2.2-inch Optional) SBS-TA or SBS-TA or 33 steel any combination, loose laid ISO 95+ GL, GenFlex ISO Insulation Note 2 1 per 4 ftZ BASEGARD SA APP-TA APP-TA 4S.0* SC-124. Min. 2,S00 psi structural Optional) One or more layers, Min. 1.5-inch Note 2 1 4 ftZ BASEGARD SA Optional) SBS-TA or SBS-TA or concrete any combination, loose laid ISO 95+ GL, GenFlex ISO Insulation per APP-TA APP-TA 45.0* Min. 22 ga., type B, Grade SC-125. 33 steel or min. 2,500 psi Optional) One or more layers, any combination, loose laid Min. 1.5-inch ISO 95+ GL, GenFlex ISO Insulation Note 2 1 per 2.7 ftz BASEGARD SA 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 4 ft2 BASEGARD SA33steelanycombination, loose laid ISO 95+ GL, GenFlex ISO Insulation p er Optional) SBS-AA SBS AA 45.0 SC-127. Min. 2,500 psi structural Optional) One or more layers, Min. 1.5-inch Note 2 1 4 ft' BASEGARD SAconcreteanycombination, loose laid ISO 95+ GL, GenFlex ISO Insulation perp Optional) SBS-AA 565-AA 45.0* Min. 22 ga., Type B, 2 ., B, SC 128. Grade min. Optional) One or more layers, Min. 1.5-inch RESISTA, GenFlex Coated Note 2 1 2.7 ftZ BASEGARD SA Optional) SBS-TA or SBS-TA or- psi structural concrete any combination, loose laid Glass Facer per APP-TA APP-TA 45.0* 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 Z 1 per 2.7 ft BASEGARD SA Optional) SBS-TA or SBS-TA or 45.0* psi structural concrete an combination, loose laidy APP-TA APP-TA SC-130. Min. 22 ga., Type B, Grade 33 or min. 2,500 Optional) One or more lay ers, Min. 1.5-inch ISOGARD HD Com osite, P Note 2 1 4 ftz BASEGARD SA Optional) SBS-TA or SBS-TA or psi structural concrete any combination, loose laid GenFlex HD Composite ISO per APP-TA APP-TA 45.0* SC-131. Min. 22 ga., Type B, Grade 33 or min. 2,500 Optional) One more layers, Min. RESISTA, GenFlex Coated Note 2 1 2.7 ftZ BASEGARD SAanycombination, loose laidn, Glass FacerFacer perP Optional) SBS-AA SBS-AA 45.0 psi structural concrete Min. 22 ga., Type B, Optional) One or more layers, SC-132. Grade 33 or min. 2,500 any combination, loose laid Min. 0.5-inch ISOGARD HD, GenFlex HD ISO Note 2 1 per 2.7 ftzP BASEGARD SA Optional) SBS-AA SBS AA 45.0* psi structural concrete SC-133. Min. 22 ga., Type B, Grade 33 or min. 2,500 Optional) One or more layers, Min. 1.5-inch ISOGARD HD Composite, Note 2 1 4 ftZ BASEGARD SAanycombination, loose laid GenFlex HD Composite ISO per Optional) SBS-AA SBS-AA 4S.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 1 2.7 ftz BASEGARD Optional) BP -AA, SBS-AA, 33 steel any combination, loose laid Insulation per SA 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 ftz BASEGARD Optional) SBS-AA or SBS-AA or 33 steel any combination, loose laid Insulation per SA SBS-TA SBS-TA 60.0 Exterior Research and Design, LI.C. 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 24 of 73 Top Insulation Layer Roof Cover (Note 14) System Deck (Note 1) Base Insulation Layer MDP AttachNo. Type Fasteners Note 19) Base Ply Cap psf) SC-136. Min. 22 Type Gradea. T B, Gdeg Optional) One or more , Min. 1.5-inch ISOGARD HD Composite, GenFlexGenFlex HD Composite ISO, longjoints Note 2 1 2.7 ft' BASEGARD SA Optional) SBS-AA or SBS-AA or 33 steel any combination, loose aid per SBS-TA SBS-TA 60.0 staggered 4 ft 5- 0minOneormorelayers, . . Min. 1-inch RESISTA, GenFlex Coated Glass SC-137. Min. 22 ga. Type B, Grade inch, any combination, loose Facer or min. 0.5-inch Dens Deck Prime or Note 2 Z 1 per 1.6 ft BASEGARD SA Optional) BP -AA, SBS-AA, 67.533steel laid SECUROCK Gypsum -Fiber Roof Board, long SBS-AA, SBS-TA SBS-TA joints staggered 4 ft SC-138. Min. 22 ga. Type B, Grade One or more layers, min. 1-inch, Min. 0.25-inch SECUROCK Gypsum -Fiber Note 2 1 1.8 ft' BASEGARD SA Optional) BP -AA, SBS-AA, 33 steel any combination, loose laid Roof Board, long joints staggered 4 ft per SBS-AA, SBS-TA SBS-TA 67.5 SC-139. Min. 22 a. Type B, Gradegyp Optional) One or more layers, p ) Min. 1.5-inch ISOGARD HD Composite, GenFlex HD Composite ISO, long Note 2 1 1.8 ft Z BASEGARD SA Optional) BP -AA, SBS-AA, 33 steel ianycombination, loose laid joints per SBS-AA, SBS TA SBS-TA 75.0 staggered 4 ft SC-140. Min. 22 ga. Type B, Grade One or more layers, any Min. 0.5-inch Dens Deck Prime Note 2 2 1 per 1.3 ft BASEGARD SA Optional) BP -AA, SBS-AA, 75.033steelcombination, 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 Optional) BP -AA, SBS-AA, 33 steel any combination, loose laid Roof Board, long joints staggered 4 ft Note 2 1 per 1.8 ft2 BASEGARD SA SBS-AA, SBS-TA SBS-TA 75.0 Exterior Research and Design, LLC. 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 25 of 73 Q) 1 RINITY ERQ System Deck Insulation Layer(s) Base Sheet I Roof Cover (Note 14) MDP Note 1) No. Type Attach Type Fasteners Attach Ply Cap psf) COCDA M E BCOLHEIVPPLEDFRESTs Min. 22 ga., type B, Grade One or more SBS Base, SBS 18-inch o.c. at the 3-inch side lap and SC-142. 33 steel or min. 2,500 psi layers, any Loose -laid Base-P, SBS Note 2, but with Dekfast 12-inch o.c. at two, equally spaced, Optional) BP- SBS-CA 45.0* structural concrete combination Premium Hex only staggered rows in the center of the CA or SBS-CA 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. 2,500 psi layers, any Loose -laid Channel Venting Note 2 12-inch o.c. at two, equally spaced, Optional) BP- SBS-CA or APP- 45.0* structurallstructural concrete combination 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 Attached SBS Poly Base Fastener with MB 2" Barbed lap None CA 45.0* structural 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. 33 steel ISO Insulation or Loose -laid Base with Firestone Coiled Metal within the 3-inch torched laps spaced None polyester only) 67.5 ISO 300 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 laps spaced None polyester only) 112.5 ISO 300 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-147. g0 steel ISO Insulation or Loose -laid Base with Firestone Coiled Metal within the 3-inch torched laps spaced None polyester only) 127.5 ISO 300 Batten Strip 36.S-inch o.c. or APP-CA MB Base, Min. 22 ga., type B, Grade One or more Channel Venting 18-inch o.c. at the min. 3-inch side lap SC-148. 33 steel or min. 2,500 psi layers, any Prelim. Base, SBS Base, Note 2 and 18-inch o.c. at one staggered row in Optional)SBS- SBS-CA2 45.0* structural concrete combination Attached SBS PolyBase, the center of the sheet CA2 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. 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 structural concrete combination SBS PolyBase, staggered rows in the center of the 565 Premium sheet Base 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 Nleminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 26 of 73 System Deck Insulation Layers) Base Sheet Roof Cover (Note 14) MDP No. Note 1) Type Attach Type Fasteners Attach Ply Cap psf) Min. 22 ga., type B, Grade One or more MB Base, 18-inch o.c. at the 3-inch side lap and Optional) One SC-150. steel min. 2,500 psi layers, any Prelim. Channel Venting Note 2 36-inch o.c. at two, equally spaced, or more BP -AA, SBS-AA, SBS-TA 45.0 * structural structurall concrete combination Attached Base staggered rows in the center of the SBS-AA, SBS-TA or APP-TA sheet or APP-TA Min. 22 ga., type B, Grade One or more Prelim. SBS 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 565-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 SC 153. steel min. 2,500 psi layers, any Prelim. SBS Poly Torch Firestone HD Fasteners with 12-inch o.c. through the batten strips Optional) SBS- SBS-TA 67.5 structural lstructural concrete combination Attached Base Firestone Batten Stripsp within the 4-inch wide torched lapsP TA polyester only) Min. 22 ga., type B, Grade One or more MB Base, 12-inch o.c. at the 4-inch side lap and Optional) One SC-154. 33 steel or min. 2,500 psi layers, any Prelim. Channel Venting Note 2 12-inch o.c. at two, equally spaced, or more BP -AA, SBS-AA or SBS- 82 5 structural concrete combination Attached Base or Venting staggered rows in the center of the SBS-AA or SBS- TA 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 structural concrete combination Attached Base Batten Strip within the 4-inch torched lapsp TA polyester only) ELF, -ADHERING BASE PLY y K; r.. m.;,_ Min. 22 ga., type,8, 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 SB5 Poly Base Firestone Coiled Metal the 4-inch laps BASEGARD SA TA 52.5 combination Batten Strip Exterior Research and Design, LI.C. d/b/a Trinity I ERD Evaluation Report F897C.01.08-2-R12 for FL984-R12 Certificate of Authorization 49503 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 27 of 73 Mr JTRINITYIERD System Deck Primer Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP No. Note 1) Type Attach Type Attach Base Ply Cap psf) CO LOA PLIEDIBASE, FIRESTONE MU.LTt-PURPOSEMB COLD ADHESii.VE,: gp I.S.O. FIX II; I.S.O. FIX II; I.S.O. Spray I.S.O. Spray Min. 2,500 Optional Min. 1.5-inch RESISTA, S; I.S.O. Optional additional layers or base insulation and/or S; I.S.O. C-1 psi structural ASTM D41 GenFlex Coated Glass Stick; I.S.O. min. 0.5-inch Tapered RESISTA, GenFlex Coated Glass Stick; I.S.O. BP -CA, SBS- Optional) BP -CA, SBS-CA 52.5 concrete Facer Spray R; Facer - Spray R; CA SBS-CA I.S.O. Twin I.S.O. Twin Pack Pack I.S.O. FIX ll; I.S.O. FIX II; I.S.O. Spray I.S.O. Spray Min. 2,500 Optional 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 ASTM D41 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 Facer Spray R; Facer Spray R; I.S.O. Twin I.S.O. Twin Pack Pack I.S.O. FIX ll; I.S.O. FIX II; I.S.O. Spray Optional) Additional layers of min. 1-inch base I.S.O. Spray Min. 2,500 Optional Min. 1.5-inch ISO 95+ GL, S; I.S.O. insulation and/or min. 0.5-inch Tapered ISO 95+ GL, S; I.S.O. C-3 psi structural ASTM D41 GenFlex ISO Insulation 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 Spray R; Dens Deck Prime or SECU ROCK 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 Optional Min. 1.5-inch ISO 95+ GL 5; I.S.O. insulation and/or min. 0.5-inch Tapered ISO 95+ GL, S; I.S.O. C-4 psi structural ASTM D41 GenFlex ISO Insulation Stick; I.S.O. GenFlex ISO Insulation followed by min. 0.5-inch Stick; I.S.O. APP-CA None APP-CA 60.0 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 II; Min. 2,500 I.S.O. Stick; I.S.O. Stick; C-5 psi structuralp Optional Min. 1.5-Inch ISO 95+ GL, I.S.O. Spray Optional) One or more layers base insulation I.S.O. Spray BP -CA, SBS- Optional) BP -CA, SBS-CA 67.5 concrete ASTM D41 GenFlex ISO Insulation R; I.S.O. R; I.S.O. CA SBS-CA Twin Pack Twin Pack or CR-20 or CR-20 Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report F8970.01.08-2-1112 for F1.984412 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 28 of 73 TRINITY ERD TABL63A:.STRUCT RCR AL••CONETE DECKS^:StiElt CONSTRUCTRE ION oRROOfTenn O`FF 1. 5YSTENt iYPE A ,ESQNDECl titiiS,ULATI( ON, BOh9bEb ROC3F COWER ;v, v. System Deck Primer Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP No. ( Note 1) Type Attach Type Attach Base Ply Cap (psf) I.S. O. FIX II; I.S.O. FIX 11; Min. 2, 500 I.S. O. Stick; I.S.O. Stick; C-6 psi structural Optional Min. 1.S-inch ISO 9S+ GL, I.S.O. Spray I.S,O. Spray P ASTMD41 GenFlex ISO Insulation R; I.S.O. (Optional) One or more layers base insulation R; I. S.O. APP-CA None APP-CA 67.5 concrete Twin Pack Twin Pack or CR- 20 or CR-20 Optional) One or more I.S. O. FIX II; I.S.O. FIX 11; Min. 2, S00 I.S.O. Stick; I.S.O.Stick; Optional layers of min. 1.5-inch BP -CA or (Optional) BP -CA, C-7psistructuralASTMD41 ISO 95+ GL, GenFlex ISO I.S.O. Spray Min. 0.5-inch ISOGARD HD, GenFlex HD ISO I.S.O. Spray SBS-CA SBS-CA SBS-CA - 67.5 concrete R; I.S.O. R; I.S.O. Insulation Twin Pack Twin Pack Optional) One or more I.S. O. FIX II; I.S.O. FIX 11; Min. 2, 500 I.S.O. Stick; I.S.O. Stick; Optional layers of min. 1.5-inch C-8 psi structural ASTM D41 ISO 95+ GL, GenFlex ISO 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 R; I.S.O. R; I.S.O. Insulation Twin Pack Twin Pack I.S. O. FIX 11; I.S.O. FIX 11; Min. 2, 500 I.pS. O. Stick; I.S.O. Stick; C-9 psi structural None Min. 1. S-inch ISO 95+ GL, I.S.O. Spray I.S.O. Spray BP -CA, SBS- (Optional) BP -CA, GenFlex ISO Insulation R; I.S.O. (Optional) One or more layers base insulation R; I. S.O. CA SBS-CA SBS-CA 82.5 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.S concrete Roof Board R; I.S.O. SBS-TA or SBS-TA Twin Pack Min. 2, 500 Min. 1- inch ISO 95+ GL, I.S.O. Spray (Optional) Additional layers of base insulation and/or I.S. O. Spray C-11psistructuralNoneGenFlexISO Insulation S min. 0. 5-inch Tapered 150 95+ GL, GenFlex ISO S APP- CA None APP-CA -67.5 concrete Insulation Min. 2, 500 Min. 1- inch ISO 95+ GL, I.S.O. Spray (Optional) Additional layers of base insulation and/or I.S. O. S C-12 psi structural None P y Spray y BP -CA or min. 0. 5-inch Tapered ISO 95+ GL, GenFlex ISO (Optional) BP - CA, GenFlex I50 Insulation S S SBS CA SBS CA SBS-CA - 82.5 concrete Insulation Min. 2, 500 Min. 1-inch RESISTA, (Optional) Additional layers of base insulation and/or I.S. O. Spray I.S.O. Spray C-13psistructuralNoneGenFlexCoatedGlassSmin. 0. 5-inch Tapered RESISTA, GenFlex Coated Glass S APP- CA None APP-CA -52.5 concrete Facer Facer 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 or (Optional) BP -CA, SBS-CA - 52.5 concrete Facer S SBS- C Facer S SBS- CA SBS-CA Exterior Research and Design, I..LC. d/b/a Trinityl ERD - Evaluation Report F8970.01.08-2-R12 for F1.984-1112 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 29 of 73 ED TABLE.3A:, STRUCTURAL CONCRETE DE—CKS NEW CONSYR TION oR REROOF SYSTEM iYpEa-. BBi7NEGt iNStLATiCf,•ONDEi3 Ri`OF C}UE E( System Deck Primer Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP No. Note 1) Type Attach Type Attach Base Ply Cap Psf) Min. 2,500 Min. 1-inch ISO 9S+ GL, Additional layers of base insulation or min. 0.5-inch C-15 psi structuralp None GenFlex ISO Insulation or I.S.O. Spray Tapered ISO 95+ GL, GenFlex ISO Insulation or I.S.O. Spray 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. 2,500 Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. 0.5-inch C-16 psi structuralp None 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, 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 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-17 psi structural None RESISTA, GenFlex Coated S Tapered RESISTA, GenFlex Coated Glass Facer; Min. S APP-CA None APP-CA 37.S concrete Glass Facer 0.25-inch Dens Deck Prime or SECUROCK Gypsum Fiber Roof Board Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. O.S-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 -CA or Optional) BP -CA, C-18 psi structural None RESISTA, GenFlex Coated S Tapered RESISTA, GenFlex Coated Glass Facer; Min. S SBS-CA SBS-CA SBS-CA 37.5 concrete Glass Facer 0.25-inch Dens Deck Prime or SECUROCK Gypsum Fiber Roof Board COLD-APP IIED BASE; FIRESTONE LIQUIGARO MEMBRANE ADHESIVE: 7, y Min. 2,500 Min. 1-inch ISO 95+ GL, C-19 psi structural None GenFlex ISO Insulation or LiquiGard Min. 0.2S-inch Dens Deck or 0.25-inch SECUROCK LiquiGard BP-CA2 or Optional) BP-CA2 SBS-CA2 255.0 concrete RESISTA, GenFlex Coated Gypsum Fiber Roof Board SBS-CA2 or SBS-CA2 Glass Facer Min. 1-inch ISO 95+ GL, C-20 Min. 2,S00 psi structural None GenFlex ISO Insulation or LiquiGard Optional) One or more layers base insulation LiquiGard BP-CA2 or Optional) BP-CA2 SBS-CA2 292.S concrete RESISTA, GenFlex Coated SBS-CA2 or SBS-CA2 Glass Facer Min. 2,500 Min. 1-inch ISO 95+ GL, C-21 psi structural None GenFlex ISO Insulation or LiquiGard Min. -inch ISOGARD HD, GenFlex HD ISO LiquiGard BP-CA2 or Optional) BP-CA2 SBS-CA2 292.5 concrete RESISTA, GenFlex Coated SBS-CA2 or SBS-CA2 Glass Facer Min. 2,500 Min. 0.25-inch I.S.O. FIX II; I.S.O. Stick; Optional) SBS- SBS-CA, SBS- 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 9S+ GL, Optional) Additional layers of base insulation and/or C-23 Min. 2,500 psi structuralp None 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 concrete RESISTA, GenFlex Coated S Insulation or Tapered RESISTA, GenFlex Coated Glass S SBS-CA2 or SBS-CA2 SBS-CA2 277.5 Glass Facer Facer Exterior Research and Design, LLC. 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 30 of 73 x: TABLE 3A:•,,STRUCTURALhCb'NCRETE:DECKS= NEW CO NSTRUGTION OR REROOFTTEAg-O,FF', 5y5TE ti TYPEt- B pECi INSidLATit N, B , DPD 4b0F COVES ' 3= h System Deck Primer Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP No Note 1) Type Attach Type Attach Base Ply Cap (psf) Min. 2,500 Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. 0.5-inch C-24 psi structuralp None 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 concrete_ RESISTA, GenFlex Coated S Tapered RESISTA, GenFlex Coated Glass Facer; Min. S SBS-CA2 or SBS-CA2 SBS-CA2 277.5 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. 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-CA2C-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 Glass Facer 0.25-inch Dens Deck Prime or SECUROCK Gypsum Fiber Roof Board z ,• . ASPHALT AND/OR TORCH APPLIEDI BASE c Min. 2,500 C-26 psi structuralp ASTM D41 Min. 1.5-inch ISO 95+ GL, Hot As haltp Min. 0.25-inch Dens Deck Prime or SECUROCK Hot Asphaltp BP AA or Optional) SBS-TA SBS-TA -45.0GenFlexISOInsulationGypsumFiberRoofBoardSBS-AA concrete Min. 2,500 C-27 psi structural ASTM D41 Min. 1.5-inch ISO 95+GL, Hot Asphalt Min. 0.5-inch FiberTop Hot Asphalt BP -AA None APP-TA 97.5 concrete GenFlex I50 Insulation Min. 2,500 Min. 1.5-inch ISO 95+ GL, or Optional) One or SBS-AA orC-28 psi structural ASTM D41 GenFlex I50 Insulation Hot Asphalt Min. 0.5-inch FiberTop Hot Asphalt SBS AASBS- BP-AAA more BP -AA, SBS- APP-TA 120.0 concrete AA or APP-TA C-29 Min. 2,500 psi structuralp ASTM D41 Min. 1.5-inch I50 95+ GL, Hot as haltp Min. 0.25-inch Dens Deck, Dens Deck Prime of Hot asphaltp BP -AA or Optional) SBS-AA SBS-AA 120.0GenFlexISOInsulationSECUROCKGypsumFiberRoofBoardSBS-AA concrete C-30 Min. 2,500 psi structural ASTM D41 Min. 1.5-inch ISO 95+ GL, Hot asphalt Min. 0.25-inch Dens Deck Prime or SECUROCK Hot asphalt SBS-TA Optional) SBS-TA SBS-TA 127.5GenFlexISOInsulationGypsumFiberRoofBoard 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 orC-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 orC-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 orC-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- 520.0 concrete AA or APP-TA 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 Trinity I ERD Evaluation Report F8970.01.08-2-R12 for 171-984-1112 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 31 of 73 jTRINITY1 E Q WJ y ,• r ; TABLE 3A:' STRUCTURAL CONCRETEDECKS-;NEUV CCiIV5TRUGTION oR RERC+CIF TEAR»OFI YSTIs"tUl i'PC A B f 1pE [, ND.Ei RCiC± e 1• ,1N$i?LATIQN,' C91 1dER r ., a, • '. ' : 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,S00 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 structuralp 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,S00 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 I50 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 I.S.O. 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 Pack TA TA or SBS-TA Min. 2,500 Min. 0.25-inch C-39 psi structural. None SECUROCK Gypsum -Fiber I.S.O. Twin None N/A APP-TA Optional) APP-TA APP-CA or 462.5 concrete Roof Board Pack 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,SOO 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. 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 C-44 psi structuralp 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 O.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, LI.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 Nleminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 32 of 73 IER D TABLE 3A: STRUCTURAL GoNCRETE DECKS- NEW CONSTRUCTION oR R",90F (TEAR -OFF) YSTEMTYpE 2:P0t bE 1NS>IIATIGi N B NDEb RCM t%VER System Deck Primer Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP No. Note 1) 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 I.S.O. Spray Tapered ISO 95+ GL, GenFlex ISO Insulation or I.S.O. SprayC-46 psi structuralp None RESISTA, GenFlex Coatedd S TaTapered RESISTA, GenFlex Coated Glass Facer; Min. p S SBS-TA Optional) SBS-TA SBS-TA 127.5 concrete Glass Facer 0.25-inch Dens Deck Prime or SECUROCK Gypsum Fiber Roof Board Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. 0.5-inch Min. 2,S00 GenFlex ISO Insulation I.S.O. Spray Tapered ISO 95+ GL, GenFlex ISO Insulation or I.S.O. Spray A or Optional) One or C-47 psi structural None RESISTA, GenFlex Coatedd S Tapered RESISTA, GenFlex Coated Glass Facer; Min. S SBS-AA more BP -AA, SBS- SBS-AA 157.5 concrete Glass Facer 0.25-inch Dens Deck Prime or SECUROCK Gypsum AA Fiber Roof Board Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. O.S-inch Min. 2,500 GenFlex I50 Insulation or I.S.O. Spray Tapered ISO 95+ GL, GenFlex ISO Insulation or I.S.O. SprayC-48 psi structuralp None RESISTA, GenFlex Coated S Tapered RESISTA, GenFlex Coated Glass Facer; Min. p 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 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 C-49 psi structuralp None RESISTA, GenFlex,Coated S Tapered RESISTA, GenFlex Coated Glass Facer; Min. p S SBS-AA Optional) APP-TA APP-TA 240.0 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 orC-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 orC-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. 2500 Min, 1.5-inch ISO 95+ GL, Min. 0.2S-inch Dens Deck or SECUROCK Gypsum- BP -AA or Optional) One or SBS-AA orC-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 orC-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 BASF: n` C-55 Min. 2,500 psi structural ASTM D41 Min. 1.5-inch ISO 9S+ GL, Hot asphalt Min. 0.5-inch Dens Deck Prime or SECUROCK Hot asphalt BASEGARD Optional) SBS-AA, SBS-AA, SBS- 82 5 concrete GenFlex ISO Insulation Gypsum -Fiber Roof Board SA SBS TA or APP-TA 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-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 33 of 73 s: _. QOTRINITY Epo t . _, ,ate.. ; WT;Qh3i"; RUCTURALCONCR,ETE'DECKS-NE.:W CONSTRUGTION:ORREROOFI TEAR-OFF11 a •.: d .,... M" SyaT M Typ€>A 1 Bp GtECY 3N5 LATiCEN, B0NDED F 0gf"' CiUERF, r.. System Deck Primer Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MOP No. ( Note 1) Type Attach Type Attach Base Ply Cap (psf) Min. 2,500 C-56 psi structural None Min. 1.5-inch ISO 95+ GL, I.S.O. FIX II Tapered ISO 95+ GL, GenFlex ISO Insulation I.S.O. FIX II BASEGARD (Optional) SBS-TA SBS-TA or - 112.5 concrete GenFlex ISO Insulation SA or APP-TA APP-TA Min. 2,500 C-57 psi structural None Min. 1.5-inch ISO 95+ GL, I.S.O. FIX II Tapered ISO 95+ GL, GenFlex ISO Insulation I.S.O. FIX II BASEGARD GenFlex ISO Insulation (Optional) SBS-AA SBS-AA -112.5 concrete Min. 2,500 Min. 1.5-inch ISO 95+ GL, BASEGARD (Optional) SBS-TA SBS-TA orC-58 psi structural None GenFlex ISO Insulation I.S.O. FIX II (Optional) One or more layers base insulation I.S.O. FIX II -210.0 concrete SA or APP-TA APP-TA Min. 2,S00 C-59 psi structural None Min. 1.5-inch 95+ GL, I.S.O. FIX II BASEGARD p GenFlex ISO Insulation ( Optional) One or more layers base insulation I.S.O. FIX II SA ( Optional) SBS-AA SBS-AA -247.5 concrete Min. 2,500 Min. 1.5-inch RESISTA, Optional additional layers or base insulation and/or BASEGARDC-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 SA ( Optional) SBS-AA SBS-AA -187.5 concrete Facer Facer Min. 2,S00 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 Min. 2,500 ( Optional) One or more C-62 psi structural None layers of min. GenFlex ISO inch I.S.O. FIX II Min. 0.5-inch ISOGARD HD, GenFlex HD ISO I.S.O. FIX II BASEGARD ISO 95+ GL, GenFl(Optional) SBS-AA SBS-AA -187.5 concrete Insulation Min. 2,500 ( Optional) One or more layers of min. 1.5-inch BASEGARD (Optional) SBS-TA SBS-TA orC63psistructuralNone ISO 95+ GL, GenFlex ISO I.S.O. FIX II Min. 0.5 inch ISOGARD HD, GenFlex HD ISO I.S.O. FIX II SA or APP-TA APP-TA 217.5 concrete Insulation Min. 2,S00 Min. 0.25-inch C-64 SECUROCK Gypsum -Fiber BASEGARD (Optional) BP -AA, SBS-AA orpsistructuralNone 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 I.S.O. Spray I.S.O.SprayOptionalMin. 1.5-inch ISO 95+ GL, BASEGARD (Optional) SBS-AA, SBS-AA, SBS- C-65 psi structural ASTM D41 GenFlex ISO Insulation R; I.S.O. (Optional) One or more layers base insulation R; I.S.O. SA SBS-TA or APP-TA TA or APP-TA - 157.S concrete Twin Pack Twin Pack Min. 2,500 Min. 1.5-inch RESISTA, I.S.O. Spray Optional additional layers or base insulation and/or I.S.O. Spray BASEGARDC-66 psi structural None GenFlex Coated Glass R; I.S.O. min. 0.5-inch Tapered RESISTA, GenFlex Coated Glass R; I.S.O. SA (Optional) SBS-AA SBS-AA -187.5 concrete Facer Twin Pack Facer Twin Pack Exterior Research and Design, LLC. 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 Nleminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 34 of 73 TRINITY ERD g — ••,.•. ':.. .,..;:,Y re < ,r s - a _i._. . s ;:_x. ;tx-¢;,-• . , -;x xar. 3TABLE3A'sSTRUCfURACGONGRETE'L1EGK5—NEViJ<COiNSTRU TI0N oRRER00F`TEda-OFF •' +°s SY,,STE TYPE A 1 f3f)Npi b 3NSULATlt3N0NiIBDRf1CiF Gt7VER " System Deck Primer Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP No. ( Note 1) Type Attach Type Attach Base Ply Cap (psi) 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 orC-67 psi structural None GenFlex Coated Glass R; I.S.O. min. 0.5-inch Tapered RESISTA, GenFlex Coated Glass R; I.S.O. SA or APP-TA APP-TA - 202.5 concrete Facer Twin Pack Facer Twin Pack Optional) One or more Min. 2,500 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 ASTM D41 ISO 95+ GL, GenFlex ISO SA concrete Insulation Twin Pack Twin Pack Optional) One or more Min. 2,500 I.S.O. Spray I.S.O. Spray C-69 psi structural Optional layers of min. 1.5-inch R; I.S.O. Min. O.S-inch ISOGARD HD, GenFlex HD ISO R; I.S.O. BASEGARD (Optional) SBS-TA SBS-TA or 217 5 ASTM D41 ISO 9S+ GL, GenFlex ISO SA or APP-TA APP-TA concrete Insulation Twin Pack Twin Pack Min, 2,500 I.S.O. Spray I.S.O. SprayOptionalMin. 1.5-inch ISO 95+ GL, Min. 0.25-inch Dens Deck Prime or SECUROCK 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. 2,500 Min. 0.25-inch C-71 psi structural None SECUROCK Gypsum -Fiber I.S.O. Twin None N/A BASEGARD (Optional) BP -AA, SBS-AA or - 400.0 concrete Roof Board primed with Pack SA SBS-AA, SBS-TA SBS-TA Firestone SA Primer Min. 2,500 C-72 psi structural None Min. inch ISO 95+ GL, I.S.O. Stick BASEGARD (Optional) SBS-TA SBS-TA or p GenFlexlex ISO Insulation ( Optional) One or more layers base insulation I.S.O. Stick SA or APP-TA APP-TA - 210.0 concrete Min. 2,500 C-73 psi structural None Min. inch ISO 95+ GL, I.S.O. Stick (Optional) One or more layers base insulation I.S.O. Stick BASEGARD ( Optional) SBS-AA SBS-AA -240.0 concrete GenFlexlex (50 Insulation SA Min. 2,500 Min. 1.5-inch RESISTA, Optional additional layers or base insulation and/or BASEGARD 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 SA ( Optional) SBS-AA SBS-AA -187.5 concrete Facer Facer Min. 2,500 Min. 1.5-inch RESISTA, Optional additional layers or base insulation and/or BASEGARD (Optional) SBS-TA SBS-TA orC-7S psi structural None GenFlex Coated Glass I.S.O. Stick min. 0.5-inch Tapered RESISTA, GenFlex Coated Glass I.S.O. Stick SA or APP-TA APP-TA - 202.5 concrete Facer Facer Min. 2,500 One or more layers, min. 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 BASEGARD C-76 p SA ( Optional) 565-AA SBS-AA -187.5 concrete GenFlex ISO Insulation Min. 2,500 One or more layers, min. BASEGARD (Optional) SBS-TA SBS-TA or C-77 psi structural None 1.S-inch ISO 95+ GL, I.S.O. Stick Min. 0.5-inch ISOGARD HD, GenFlex HD ISO I.S.O. Stick SA or APP-TA APP-TA 217.5 concrete GenFlex ISO Insulation Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report 1`8970.01.08-2-1112 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 35 of 73 A INITY ERD c , i .emu .. .b . TABLE,.3A STRU;CTURAL;C,ONCRE-TE DECKS-NEW;CONSTRUCTIONroR•REROOF;,(TEAR-OFF) SYSTEM ii'PE; 1. BONI Ef; NSULAT)0N BONDED RPOF GBaV(, System Deck Primer Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP No. Note 1) Type Attach Type Attach Base Ply Cap psf) Min. 2,500 Min. 0.25-inch C 78 psi structural None SECUROCK Gypsum -Fiber I.S.O. Stick None N/A BASEGARD Optional) BP -AA, SBS-AA or 400.0 concrete Roof Board rimed withp SA SBS-AA, SBS-TA SBS-TA Firestone SA Primer Min. 2,500 Min. 1-inch ISO 95+ GL, I.S.O. Spray Optional) Additional layers of base insulation and/or I.S.O. Spray BASEGARD Optional) SBS-TA SBS-TA orC-79 psi structural None GenFlex ISO Insulation S min. 0.5-inch Tapered ISO 95+ GL, GenFlex ISO S SA or APP-TA App-TA 210.0 concrete Insulation Min. 2,500 Min. I50 95+ GL, I.S.O. Spray Optional) Additional layers of base insulation and/or I.S.O. Spray BASEGARDC-80 psi structural None GenFlex SexISO Insulation S min. 0.5-inch Tapered ISO 95+ GL, GenFlex ISO S SA Optional) SBS-AA SBS-AA 247.5 concrete Insulation Min. 2,S00 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,S00 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. 2,S00 Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. 0.5-inch C-83 psi structuralp None GenFlex ISO Insulation or I.S.O. Spray Tapered ISO 9S+GL, GenFlex ISO Insulation or I.S.O. Spray BASEGARD Optional) SBS AA SBS-AA 187.5RESISTA, GenFlex Coated S Tapered RESISTA, GenFlex Coated Glass Facer; Min. S SA concrete Glass Facer 0.5-inch ISOGARD HD, GenFlex HD ISO Min. 2,500 Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. 0.5-inch C-84 psi structural None 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 concrete RESISTA, GenFlex Coated S Tapered RESISTA, GenFlex Coated Glass Facer; Min. S SA or APP-TA APP-TA 217.5 Glass Facer 0.5-inch ISOGARD HD, GenFlex HD ISO Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. O.S-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 Optional) SBS-AA, SBS-AA, SBS- C-85 psi structural None RESISTA, GenFlex Coated S Tapered RESISTA, GenFlex Coated Glass Facer; Min. S SA SBS-TA or APP-TA TA or APP-TA 82.5 concrete Glass Facer 0.25-inch Dens Deck Prime or SECUROCK Gypsum Fiber Roof Board C-86 Min. 2,500 psi structural None Min. 1.5-inch ISO 95+ GL, CR-20 Tapered ISO 95+GL, GenFlex ISO Insulation CR-20 BASEGARD Optional) SBS-TA SBS-TA or 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 GenFlex ISO Insulation CR-20 Tapered ISO 95+GL, GenFlex ISO Insulation CR-20 SA Optional) SBS-AA SBS-AA 112.5 concrete Min. 2,500 C-88 psi structural None Min. 1.5-inch ISO 95+ GL, CR-20 Optional) One or more layers base insulation CR-20 BASEGARD Optional) SBS-AA SBS-AA 247.5GenFlexISOInsulationSA concrete Exterior Research and Design, LLC. d/b/a Trinity) F.RD 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 36 of 73 IER System Deck Primer Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP No. ( Note 1) Type Attach Type Attach Base Ply Cap psf) Min. 2,500 C-89 psi structural None Min. 1.5-inch ISO 95+ GL, CR-20 Optional) One or more layers base insulation CR-20 BASEGARD Optional) SBS-TA SBS-TA or 210.0 concrete GenFlex ISO Insulation SA or APP-TA APP-TA System Deck (Note 1) Primer Roof Cover (Note 14) M D P (psf) No. Base Ply Cap COLD-APPLIEp BASE,;FQfIRESTONEiMULTIePURP,OSE MB COID ADHESIVE '' ---;. °,-t -: %; - is •- '-- --- u . ...:.. f R . _ F..res,:>. ,,,4«,. m,..n,:. a•. .. -,. ram: 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 L, C"OLD-APPLIED t, ..--: -, - c- z as > n BASE FIRESTONE-LIQUIGARD MEMBRANEADHESIVE ? .'%- 4 F- 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 ANDORTORCH',APPLIED BASE t ; a 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:'," a Y n E 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 Exterior Research and Design, LLC. d/b/a Trinityl FRO Evaluation Report F8970.01.08-2-1112 for Ft.984-1112 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 fTRINID System Deck Base Insulation Layer Coverboard Roof Cover (Note 14) No. ( Note 1) Lightweight Concrete (Note 13) Type I Attach I Type I Attach I Base I Ply I Cap MDP psf) Minimum 200 psi, minimum 2-inch thick Approved cellular LWIC. Note: To qualify Min. 0.25-inch Dens Deck SBS- CA, Min. Z,500 the LWIC under this assembly, the subject Prime, SECUROCK Gypsum- I. S.O. Optional) SBS- SBS- CA2, LWC- 1 psi structural fastener shall achieve an average Fiber Roof Board or min. FIX II None N/A SBS-CA CA, SBS-CA2, SBS- AA or 76. 5 concrete withdrawal of 40 Ibf when tested per TAS 0. 5-inch ISOGARD HD, SBS-AA, SBS-TA SBS- TA 105 orANSI/SPRI FX-1. GenFlex HD ISO 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. 2,500 Min. 300 psi Celcore MF Cellular Concrete I. S.O. I.S.O. LWC- 3 psi structural with Celcore HS Rheology Modifying Min. 1-inch ISO 95+GL, Twin Optional) One or more layers, Twin SBS-CA Optional) SBS- SBS CA 82. 5 Admixture; Celcore PVA Curing GenFlex ISO Insulation min. 0.5-inch base insulation 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- LWC5psistructuralAdmixture; 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 9S+ 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 150 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, L.LC. 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 Nleminen, PE-59166 Firestone Building Products Company, L-C; (800) 443-4272 Appendix 1, Page 38 of 73 jTRINITYI ERD fASLE.:4A:,`.LIGHTWEIGFIiEONCiiETE DECiC5=flIEW;-Cf)NSTRUG TION QIi BERG"OF,`'TEAR=;OFF T SYSTEM TYPE' 1 "`BARBiiEf119VSt1L T:ICiFJ' bE[3 ft G1F VER f 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. 1.5-inch ISO 95+ GL, Optional one or more layers, Min. 2,500 with Celcore Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. BP -CA, SBS- LWC-10 psi structural Admixture; Celcore PVA Curinge RESISTA, GenFlex Coated Twin Min. 0.25-inch Dens Deck Twin CA or APP- None APP-CA 37.5 concrete Pack Prime or SECUROCK Gypsum Pack CA Compound Glass Facer Fiber Roof Board Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 9S+GL, Optional one or more layers, Min. 2,500 with Celcore Rheology Modifying GenFlex ISO Insulation I.S.O. min. 0.S-inch base insulation; I.S.O. Optional) SBS- LWC-11 psi structural Admixture; Celcorelcore PVA Curing RESISTA, GenFlex Coatedd Twin Min. 0.25-inch Dens Deck Twin SBS-CA CA SBS-CA 37.5 concrete Compound Glass Facer Pack Prime or SECUROCK Gypsum Pack 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 fastener shall achieve an average SBS-AA or concrete withdrawal of 40 Ibf when tested per TAS 0.5-inch ISOGARD HD, Pack SBS-AA, SBS-TA SBS-TA 105 or ANSI/SPRI FX-1. GenFlex HD ISO Min. 277 psi Celcore MF Cellular Concrete Min. 0.25-inch Dens Deck SBS-CA, Min. 2,500 with Celcore Rheology Modifying Prime, SECUROCK Gypsum- I.S.O. Optional) SBS- SBS-CA2, LWC-13 psi structural Fiber Roof Board or min. Twin None N/A SBS-CA CA, SBS-CA2, 106.0 concrete Admixture; Cellcore PVA Curinge 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 psi Min. 1.5-inch ISO 95+ GL, I.S.O. Optional) One or more layers I.S.O. Optional) BP -CA, LWC-14 psi structural Celcore GenFlex ISO Insulation Stick base insulation Stick BP CA SBS-CA SBS-CA 67.5 concrete Min. 2,500 Min. 160 psi Elastizell or Min. 200 psi Min. 1.5-inch ISO 9S+ 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.S-inch ISO 95+ GL, I.S.O. Optional) One or more layers I.S.O. LWC-16 psi structural Celcore GenFlex ISO Insulation Stick base insulation Stick SBS-CA None SBS-CA 82.5 concrete 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 -CA, SBS- LWC 17 psi structural Admixture; Celcore PVA Curing GenFlex ISO Insulation Stick min. 0.5-inch base insulation Stick CA or APP- None APP-CA 67.5 concrete Compound CA Min. 300 psi Celcore MF Cellular Concrete Min. with Celcore HIS RheologyModifyingy g Min. 1-inch ISO 95+ GL, I.S.O. Optional) One or more layers, p ) y I.S.O. Optional) SBS- LWC-18 psi structural structural Admixture; Celcore PVA Curing GenFlex ISO Insulation Stick min. 0.5-inch base insulation Stick SBS-CA CA SBS-CA 82.5 concrete Compound Exterior Research and Design, LI.C. d/b/a TrinityI ERD Evaluation Report F8970.01.08-2-R12 for FL984-1312 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 PTRINITYJ ERD xw. TABLE 4'A; LIGHTWEIGHT CONCRETE DECKS'=NEW CO.N TRS UCTION OR REROOF• (TEAR j v, i"i SYSTEIM TYPE.1. BANDED:INUCATipN„BpNpECi;;ROOFt vER.,•; I•• Y.:':, 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. 2,500 Min. 300 psi Celcore MF Cellular Concrete BP -CA, SBS- LWC-19 psi structuralp with Celcore HS Rheology Modifying Min. 1.5-inch RESISTA, I.S.O. Optional) One or more layers, I.S.O. 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 LWC-20 Min. 2,500 structural with Celcore HS Rheology Modifying Min. 1.5-inch RESISTA, I.S.O. Optional) One or more layers, I.S.O. Optional) SBS- psip 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. 2,500 Min. 300 psi Celcore MF Cellular Concrete Optional) Min. 0.5-inch ISO Min. 2-inch ISOGARD HD BP -CA, SBS- LWC-21 psi structural with Celcore HS Rheology Modifying 95+ GL, GenFlex ISO I.S.O. Composite, GenFlex HD I.S.O. CA or APP- None APP-CA 67.5Admixture; Celcore PVA Curing Insulation or RESISTA, Stick Stick 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 67.5Admixture; Celcore PVA Curing Insulation or RESISTA, Stick Stick CA concrete Compound GenFlex Coated Glass Facer Composite ISO Min. 2,500 Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Optional one or more layers, LWC-23 structural with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. O.5-inch base insulation; I.S.O. BP -CA, SBS- psip 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, LWC-24 Min. 2,500 structural with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-Inch base insulation; I.S.O. Optional) SBS- psip Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Stick Min. O.S-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. 0.25-inch Dens Deck Stick CA or APP- None APP-CA 37.5 concrete Compound Glass Facer Prime CK Gypsum CA Fiber Roo off 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 Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Stick Dens DeckMin. 0or Stick SBS-CA CA SBS-CA 37.5 concrete Compound Glass Facer Prime or CUROCK GypsumSE Fiber Roof Board Exterior Research and Design, I.I.C. d/b/a Trinityl ERD Evaluation Report F8970.01.08-2-R12 for FL984-R1.2 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 40 of 73 J TRINITY I ERD UGHTWEIGHTGONCRETED,ECKS-NEW-GONSTRUGTIONoR,RERO®F r , ,,EST TEAR-OFF- - - s SYSTEMTyPE 1. BONf3Ef3IN LASU 13 NDE[7 F..' * rI .. ,; System Deck Base Insulation Layer Coverboard Roof Cover (Note 14) MDP No. Note 1) Lightweight Concrete (Note 13) Type Attach Type Attach Base Ply Cap psf) Minimum 200 psi, minimum 2-inch thick Approved cellular LWIC. Note: To qualify Min. 0.25-inch Dens Deck SBS-CA, Min. 2,500 the LWIC under this assembly, the subject Prime, SECUROCK Gypsum- I.S.O. Optional) SBS- SBS-CA2, LWC-27 psi structural fastener shall achieve an overage Fiber Roof Board or min. Stick None N/A SBS-CA CA, SBS-CA2, SBS-AA or 76.5 concrete withdrawal of 40 Ibf when tested per TAS 0.5-inch ISOGARD HD, SBS-AA, SBS-TA SBS-TA 105 orANSI/SPRI FX-1. GenFlex HD ISO 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, SBS-CA2, SBS-AA or 106.0 concrete Compound 0.S-inch ISOGARD HD, SBS-AA, SBS-TA SBS-TA G enFlex HD ISO Min. 0.25-inch Dens Deck Min. 2,500 Min. 415 psi Elastizell Lightweight Prime, SECUROCK Gypsum- Yp I.S.O. Optional) SBS- SBS-CA, 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 GenFlex HD ISO SBS-TA LWC-30 Min. 2, 500 psi structuralp Min. 200 psi Elastizell, Celcore or Min. 1.5-inch ISO 95+ GL, CR-20 Optional) One or more layers Optional) BP -CA, Mearlcrete GenFlex ISO Insulation base insulation CR-20 BP -CA SBS-CA SBS-CA 67.5 concrete LWC-31 Min. 2,500 psi structuralp Min. 200 psi Elastizell, Celcore orp Min. 1.5-inch ISO 95+GL, CR-20 Optional) One or more layers Mearlcrete GenFlex ISO Insulation base insulation CR-20 APP-CA None APP-CA 67.5 concrete LWC-32 Min. 2,500 psi structuralp Min. 200 psi Elastizell, Celcore or Min. 1.5-inch I50 95+ GL, CR-20 Optional) One or more layers CR-20 SBS-CA None SBS-CA 82.5MearlcreteGenFlexISOInsulationbaseinsulation concrete Minimum 200 psi, minimum 2-inch thick Min. 2,5.00 Approved cellular LWIC. Note: To qualify Min. 025-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 on average Fiber Roof Board SBS-AA, SBS-TA SBS= AA or withdrawal of 40 Ibf when tested per TAS SBS-TA 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- CA, LWC- 34 psi structural with Celcore HS Rheolo Modifying gyyg 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. 415 psi Elastizell Lightweight Min. 0.25-inch Dens Deck Optional) SBS- SBS- CA, SBS- CA2, LWC-35 psi structural Insulating Concrete with Zell -Crete Fibers Prime, SECUROCK Gypsum- CR-20 None N/A SBS-CA CA, SBS-CA2, SBS- AA or 144. 5 concrete Fiber Roof Board SBS-AA, SBS-TA SBS- TA 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 41 of 73 PTRINITY1 ERD TPBLE 4 UGHTINEIGHT CONCRETE DECKS.='NEW CONSTRUCTION oR REROOFi T aER FF t x SYSTEiUI TYPE 1 BCiNDED INSl1CAT9ONf I ;° rBLINDED' RQOF OVER System Deck Base Insulation Layer Coverboard Roof Cover (Note 14) MDPLightweightConcrete (Note 13) No. (Note 1) psf) Type Attach Type Attach Base Ply Cap Co APPLIED BASE; FIREsTONE'LIQUIGARD MEMBRANE ADHESIVE:;,.''' sic Min. 300 psi Celcore MF Cellular Concrete Min. 2,500 Min. 1-inch ISO 95+ GL, I.S.O. LSO. with LWC 36 Celcore HS Rheology Modifyingpsistructural GenFlex ISO Insulation or Twin Optional) One or more layers, BP-CA2, Twin Optional) BP- SBS-CA2 217.5Admixture; Celcore PVA Curing concrete RESISTA, GenFlex Coated Pack min. 0.5-inch base insulation SBS-CA2 Pack CA2, SBS-CA2 Compound Glass Facer Min. 2,500 Min. 300 psi Celcore MF Cellular Concrete Optional) Min. 0.5-inch ISO I.S.O. Min. 2-inch ISOGARD HD I.S.O. LWC-37 psi structural with Celcore HS Rheology Modifying 95+ GL, GenFlex ISO Twin Composite, GenFlex HD Twin BP-CA2, Optional) BP- SBS-CA2 217.5 concrete Admixture; Celcore PVA Curing Insulation or RESISTA, Pack Composite ISO Pack SBS-CA2 CA2, SBS-CA2 Compound GenFlex Coated Glass Facer Min. 2,500 Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+GL, I.S.O. S.O. Optional one or more layers, I.S.O. LWC-38 psi structural with Celcore HS Rheology Modifying GenFlex ISO Insulation or Twin min. 0.5-inch base insulation;BP-CA2, Twin Optional) BP- SBS-CA2 217.5 concrete Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Pack Min. 0.5-inch ISOGARD HD, Pack SBS-CA2 CA2, SBS-CA2 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 I.S.O. min. 0.5-inch base insulation; I.S.O. BP-CA2, Optional) LWC-39 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coatedd Twin Min. 0.25-inch Dens Deck Twin SBS-CA2 CA2, SBS-CA 2 SBS-CA2 217.S concrete Compound Glass Facer Pack Prime or SECUROCK Gypsum Pack Fiber Roof Board Min. 2,500 Min. 300 psi Celcore MF Cellular Concrete LWC-40 psi structuralp 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- concrete Admixture; Celcore PVA Curing GenFlex ISO Insulation Stick min. 0.5-inch base insulation Stick SBS-CA2 CA2, SBS-CA2 SBS CA2 187.5 Compound Min. 300 psi Celcore MF Cellular Concrete LWC-41 Min. 2,500 psi structuralp with Celcore HS Rheology Modifying Min. 1.5-inch RESISTA, I.S.O. Optional) One or more layers, I.S.O. BP-CA2, Optional) BP- 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 with Celcore HS Rheology Modifying 95+ GL, GenFlex ISO I.S.O. Min. 2-inch ISOGARD HD 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. 2,500 Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Optional one or more layers, LWC-43 psi structuralp 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- 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 150 95+ GL, Optional one or more layers, Min. 2,500 with Celcore HS Rheology Modifying GenFlex I50 Insulation or I.S.O. minO.5-inch base insulation; I. S.O. BP-CA2, Optional) BP- LWC-44 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Stick Min025- inch Dens Deck Stick SBS- CA2 CA2, SBS-CA2 SBS-CA2 187.5 concrete Compound Glass Facer 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-R12 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 12: 03/29/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 42 of 73 JTRINITY1 ERD System Deck Base Insulation Layer Coverboard IRoof Cover (Note 14) MDP No. Note 1) Lightweight Concrete (Note 13) psf) Type Attach Type Attach Base Ply Cap ASPHALT AND/ OR TORCH APPLIED BASE 41 I- '.' i 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, 76.5fastenershallachieveanaverageFIXII concrete withdrawal cf 40 Ibf when tested per TAS Fiber Roof Board APP-TA TA, APP-TA APP-TA 105 or ANSI/SPRI FX-1. 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 I.S.O. min. 0.5-inch base insulation; I.S.O. LWC-46 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coatedd Twin Min. 0.25-inch Dens Deck Twin SBS-TA None SBS-TA 127.5 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 I50 Insulation 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 Coatedd Twin Min. 0.25-inch Dens Deck Twin AA AA, SBS-AA SBS-AA 157.5 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 I.S.O. min. O.S-inch base insulation; I.S.O. LWC-48 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coatedd 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 qualifyMin. 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-49 psi structural fostenersholl achieve an average Prime, SECUROCK Gypsum- Twin None N/A AA, SBS-TA, AA, SBS-AA, SBS- SBS-TA, 76.5 concrete withdrawal cf 40 Ibf when tested per TAS Fiber Roof Board Pack APP-TA TA, APP-TA APP-TA 105 or ANSI/SPRI FX-1. Min. 277 psi Celcore MF Cellular ConcreteMin. 2,500 with Celcore HS Rheology Modifying Min. 0.25-inch Dens Deck I.S.O. BP -AA, SBS- Optional) BP- SBS-AA, LWC-50 psi structural Admixture; Celcore PVA Curing Prime, SECUROCK Gypsum- Twin None N/A AA, SBS-TA, AA, SBS-AA, SBS- SBS-TA, 106.0 concrete Compound Fiber Roof Board Pack APP-TA TA, APP-TA APP-TA Min. 2,500 LWC-51 psi structural Min. 160 psi Elastizell Min. 1.S-inch ISO 95+ GL, I.S.O. Min. 0.5-inch FiberTop Hot BP -AA Optional) BP -AA APP-TA 97.5 concrete GenFlex ISO Insulation Stick Asphalt 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 43 of 73 TRINITY ERD TABLE4A sl(GHTWEIGWTCONCItE.T=E bECiCS-,IUEW'CbNS7RUCTION pR_REROOF tTEAR.UFPr H.: _ s sT "; ON i-NSL c na Boca sac OFCOVE'. . . :' •. .E System Deck Lightweight Concrete (Note 13) Base Insulation Layer Coverboard Roof Cover (Note 14) MDP No. (Note 1) Type Attach Type Attach Base Ply Cap (psf) Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch I50 95+GL, Optional one or more layers, Min. 2,500 min. 0.5-inch base insulation; with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. I.S.O. LWC 52 psi structural Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Stick Min. 0or SE Dens Deck Stick SBS-TA None SBS-TA 127.5 concrete Prime or SECUU ROCK GypsumCompoundGlassFacer 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 min. 0.5-inch base insulation; with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. I.S.O. BP -AA, SBS- (Optional) BP- LWC-53 psi structural Min. 0.25-inch Dens Deck SBS-AA -157.5 concrete Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Stick Prime or SECUROCK Gypsum Stick AA AA, SBS-AA Compound Glass Facer 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 min. 0.5-inch base insulation; LWC-54 psi structural with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. Min. 0.25-inch Dens Deck I.S.O. ApP-TA None APP-TA -187.5Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Stick Stick concrete Prime or SECUROCK GypsumCompoundGlassFacer Fiber Roof Board 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-55 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 Stick ApP-TA TA, APP-TA APP-TAwithdrawalof40IbfwhentestedperTAS 105 or ANSI/SPRI FX-1. Min. 277 psi Celcore MF Cellular Concrete ( Optional) BP- SBS-AA, Min. 2,500 Min. 0.25-inch Dens Deck BP -AA, SBS- LWC-56 psi structural with Celcore HS Rheology Modifying Prime, SECUROCK Gypsum- Stick None N/A AA, SBS-TA, AA, SBS-AA, SBS- SBS-TA, -106.0 concrete Admixture; Celcore PVA Curing Fiber Roof Board Stick APP-TA TA, APP-TA APP-TACompound Min. 2,500 Min. 0.25-inch Dens Deck BP -AA, SBS- (Optional) BP- SBS-AA, LWC-57 psi structural Min. 415 psi Elastizell Lightweight nsulatinConcrete with Zell -Crete Fibers Prime, SECUROCK Gypsum- Stick None N/A AA, SBS-TA, AA, SBS-AA, SBS- SBS-TA, -144.5 concrete g Fiber Roof Board Stick APP- TA TA, APP-TA APP-TA Min. 2,500 Min. 200 psi Elastizell, Celcore or Min. 1.5-inch ISO 95+GL, Hot LWC- 58 psi structural Mearlcrete CR- 20 Min. O.5-inch FiberTop BP -AA (Optional) BP -AA APP-TA -97.5 concrete GenFlex ISO Insulation Asphalt 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- 59 psi structural the LWIC under this assembly, the subject prime, SECUROCK Gypsum- CR-20 None N/A AA, SBS-TA, AA, SBS-AA, SBS- SBS-TA, -76.5 concrete fastener shall achieve on average Fiber Roof Board APP-TA TA, APP-TA APP-TA withdrawal of 40 Ibf when tested per TAS 105 or ANSI/SPRI FX-1. 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 Nleminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 44 of 73 TRINITY D 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. 2,500 Min. 277 psi Celcore MF Cellular Concrete Min. 0.25-inch Dens Deck BP -AA, SBS- Optional) BP- SBS-AA, with Celcore HS Rheology ModifyingLWC-60 psi structural Admixture; Celcore PVA Curing Prime, SECUROCK Gypsum- CR-20 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 BP -AA, SBS- Optional) BP- SBS-AA, LWC-61 psi structural Insulating Concrete with Zell -Crete Fibers Prime, SECUROCK Gypsum- CR-20 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 SELF ADH RING BASE;, Min. 300 psi Celcore MF'Cellular ConcreteMin. 2,500 with Celcore HIS Rheology Modifying Min. 1.5-inch ISO 9S+ GL, I.S.O. BASEGARD Optional) SBS- SBS-AA, LWC-62 psi structural Admixture; Celcore PVA Curing GenFlex ISO Insulation FIX II None N/A SA AA, SBS-TA or SBS-TA or 177.5 concrete Compound APP-TA APP-TA Minimum 200 psi, minimum 2-inch thick Min. 0.25-inch Dens Deck Approved cellular LWIC. Note: To qualify Min. 2,500 the LWIC under this assembly, the subject Prime, SECUROCK Gypsum- I.S.O. BASEGARD Optional) SBS- SBS-AA, LWC-63 psi structural fastener shall achieve an average Fiber Roof Board or min. FIX II None N/A SA AA, SBS-TA or SBS-TA or 76.5 concrete withdrawal cf 40 Ibf when tested per TAS 0.5-inch ISOGARD HD, APP-TA APP-TA 105 orANsl/SPRI FX-1. GenFlex HD ISO Min. 277 psi Celcore MF Cellular Concrete Min. 0.25-inch Dens Deck Min. 2,500 with Celcore HS Rheology Modifying Prime, SECUROCK Gypsum- I.S.O. BASEGARD Optional) SBS- SBS-AA, LWC-64 psi structural Admixture; Celcore PVA Curing Fiber Roof Board or min. FIX II None N/A SA AA, SBS-TA or SBS-TA or 106.0 concrete Compound 0.5-inch ISOGARD HD, APP-TA APP-TA GenFlex HD ISO Min. 300 psi Celcore MF Cellular ConcreteMin. 2,500 Celcore HS Rheology Modifying Min. 1-inch ISO 95+ GL, I.S.O.I.S.O.with Optional) One or more layers, 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. 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) SBS- LWC-66 psi structural Admixture; Celcore PVA Curing GenFlex ISO Insulation Twin min. 0.5-inch base insulation TwinBASEGARD SA TA SBS-TA 210.0 concrete Compound Pack PackPack Min. 300 psi Celcore MF Cellular ConcreteMin. 2,500 with Celcore HS Rheology Modifying Min. 1-inch ISO 95+ GL, I. S.O.I.S.O. 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. 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. BASEGARD Optional) SBS- LWC-68psistructuralAdmixture; Celcore PVA Curing GenFlex Coated Glass Facer Twin min. Twin 0. 5- inch base insulation SA AA SBS-AA 187.5 concrete Compound Pack Pack Exterior Research and Design, H.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 45 of 73 QfTRINITYI ERD TABLE 4/a: LIGHTWEIGHT CONC;RETE-DEGKSr-:NEaW-.COaNSTRUGTIO oR RER O'° F? NCBOr .. S5TTPE A 1 D E:• TEAR-) =F DE C0VER9r System Deck Lightweight Concrete (Note 13) Base Insulation Layer Coverboard Roof Cover (Note 14) MDP Type Attach Type Attach Base Ply Cap No. ( Note 1) psf) Min. 2,500 Min. 300 psi Celcore MF Cellular Concrete I. S.O. I.S.O. LWC- 69 psi structural Pwith Celcore HS RheologyModifying yg Min. 1-inch RESISTA, Twin Optional) One or more layers, BASEGARD Optional) APP- concrete Admixture; Celcore PVA Curing GenFlex Coated Glass Facer pack min. 0.5-inch base insulation Twin SA TA APP- TA 187.5 Compound Pack Min. 2,500 Min. 300 psi Celcore MF Cellular Concrete I. S.O. LWC- 70 psi structural Pwith Celcore HS RheologyModifying ygMin. 1-inch RESISTA, Twin Twin Optional) One or more layers, Optional) SBS- Admixture; Celcore PVA Curing GenFlex Coated Glass Facer min. 0.5-inch base insulation Twin SBS SA TA SBS- TA 202.5 concrete Compound pack pack Min. 2,500 Min. 300 psi Celcore MF Cellular Concrete Optional) Min. 0.5-inch ISO I. S.O. Min. 2-inch ISOGARD HD I.S.O. LWC- 71 psi structural with Celcore HS Rheology Modifying 95+ GL, GenFlex ISO Twin Composite, GenFlex HD Twin BASEGARD Optional) SBS- SBS- AA 187.5 Admixture; Celcore PVA Curing Insulation or RESISTA, SA AA concrete Compound GenFlex Coated Glass Facer pack Composite ISO Pack Min. 2,500 Min. 300 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 Pwith Celcore HS Rheology Modifying 95+ GL, GenFlex ISO 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. 2,500 Min. 300 psi Celcore MF Cellular Concrete Optional) Min. 0.5-inch ISO I. S.O. Min. 2-inch ISOGARD HD I.S.O. LWC- 73 p si structural with Celcore HS Rheology Modifying 95+ GL, GenFlex ISO Twin Composite, GenFlex HD Twin SBS-SA Optional) APP- APP- TA 217.5 Admixture; Celcore PVA Curing Insulation or RESISTA, TA concrete Compound GenFlex Coated Glass Facer Pack Composite ISO Pack Min. 2,500 Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, I. S.O. Optional one or more layers, LWC- 74 psi structural with Celcore HS Rheology Modifying GenFlex ISO Insulation or Twin min. O.5-inch base insulation; I. S.O. BASEGARD Optional) SBS- Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Min. 0.5-inch ISOGARD HD, Twin SA AA SBS- AA 187.5 concrete Compound Glass Facer Pack GenFlex HD ISO Pack Min. 2,500 Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, I. S.O. Optional one or more layers, I. S.O. LWC- 75 psi structural with Celcore HS Rheology Modifying GenFlex ISO Insulation or Twin min. 0.5-inch base insulation; Twin SBS SA Optional) SBS- 565- TA 217.5 Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Min. 0.5-inch ISOGARD HD, TA concrete Compound Glass Facer pack GenFlex HD ISO Pack Min. 2,500 Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, I. S.O. Optional one or more layers, I. S.O. LWC- 76 psi structural with Celcore HS Rheology Modifying GenFlex ISO Insulation or Twin min. 0.5-inch base insulation; Twin SBS-SA Optional) APP- Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Min. 0.5-inch ISOGARD HD, TA APP- TA 217.5 concrete Compound Glass Facer Pack GenFlex HD ISO Pack Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 9S+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) 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 TrinitVI 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 46 of 73 Q) TRINITY ERD rt, - TABLE UGHTVUEIGHT CONCRETE DECKS _NEW CONSTRUCTION OR REROOF£ TEAR -OFF4A e a z Sy5T€6i3 TYPE A-1 : C3 tUiE[? IN LAl i N y E _. P SU O .d,.. ONDEb ROpF €MR System Deck Lightweight Concrete (Note 13) Base Insulation Layer Coverboard Roof Cover (Note 14) MDP No. (Note 1) Type Attach Type Attach Base Ply cap (psf) 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 (Optional) 585- LWC-78 psi structural Twin Min. 0.25-inch Dens Deck Twin SBS-SA SBS-TA -82.5Admixture; Celcore PVA Curing RESISTA, GenFlex Coated pack Prime or SEW ROCK Gypsum Pack TA concrete Compound Glass Facer 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 I.S.O. min. 0.5-inch base insulation; I.S.O. LWC-79 psi structural with Celcore HS Rheology Modifying GenFlex ISO Insulation d Twin Min. 0.25-inch Dens Deck Twin BASEGARD (Optional) SBS- SBS-AA 187.5Admixture; Celcore PVA Curing RESISTA, GenFlex Coated SA AAconcretePackPrimeorSECUROCKGypsumPackCompoundGlassFacer Fiber Roof Board Minimum 200 psi, minimum 2-inch thick Min. 0.25-inch 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-TAwithdrawalof40IbfwhentestedperTASGenFlexHDISO 105 or AN51/SPRI FX-1. Min. 277 psi Celcore MF Cellular Concrete Min. 0.25-inch Dens Deck Min. 2,500 Prime, SECUROCK Gypsum- I.S.O. (Optional) SBS- SBS-AA, Admixture; Celcore PVA Curing LWC-81 psi structural with Celcore HS Rheology Modifying Fiber Roof Board or min. Twin None N/A BASEGARD AA SBS-TA or SBS-TA or -106.0 SA concrete Compound 0.5-inch ISOGARD HD, Pack APP-TA APP-TA GenFlex HD ISO Min. 300 psi Celcore MF Cellular ConcreteMin. structural with Celcore HS Rheology Modifying Min. 0or SECUROCK Dens Deck I.S.O. BASEGARD (Optional) SBS- LWC-82 psi structural Admixture; Celcore PVA Curing Prime or ibex Roof Stick None N/A SA AA SBS AA 82.5 concrete Compound Gypsum Fiber Roof Board Min. 2,500 Min. 300 psi Celcore MF Cellular Concrete 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 APP-TA APP-TACompound Min. 300 psi Celcore MF Cellular ConcreteMin. 2,500 Min. 0.25-inch Dens Deck with Celcore HS Rheology Modifying I.S.O. BASEGARD (Optional) SBS- SBS-TA orLWC-84 psi structural Prime or SECUROCK None N/A -177.5 concrete Admixture; Celcore PVA Curing Gypsum Fiber Roof Board Stick SA TA or APP-TA APP-TA Compound Min. 2,500 (Optional) SBS- SBS-AA, LWC-85 psi structural Min. 160 psi Elastizell Min. 1.5-inch ISO 95+GL, I.S.O. (Optional) One or more layers I.S.O. BASEGARD p p 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, U.C. d/b/a Trinity I FRO 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 47 of 73 f ,) a TRINITY(Epo k'' . r d q .., •,^, rs:_:. TABLE 4A, w- :. ia LIGHTWEIGHT°CONCRETE DECKS - NEW cam:• CONSTRUCTION w0*11OOF> TEAR-OFFaa 0aJTYPEA1aBOR1CaED4N' SU0TIO.N BANDED 6tgOF: i3VER',' 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. 2,500 Min. 300 psi Celcore MF Cellular Concrete LWC-86 psi structuralp with Celcore HIS Rheology Modifying Min. 1-inch ISO 95+ GL, I.S.O. Optional) One or more layers, I.S.O. Optional) APP- 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. 2,500 Min. 300 psi Celcore MF Cellular Concrete Min. 1-inch ISO 95+ GL, LWC-87 psi structuralp with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. Optional) One or more layers, I.S.O. Optional) SBS- Admixture; Celcore PVA Curing min. 1.S-inch RESISTA, Stick min. 0.5-inch base insulation Stick SBS-SA TA SBS-TA 187.5 concrete Compound GenFlex Coated Glass Facer Min. 2,500 Min. 300 psi Celcore MF Cellular Concrete Min. 1-inch ISO 95+GL, LWC-88 psi structuralp with Celcore HS Rheology Modifying GenFlex ISO Insulation or I.S.O. Optional) One or more layers, I.S.O. BASEGARD Optional) SBS 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. 2,500 Min. 300 psi Celcore MF Cellular Concrete LWC-89 psi structuralp with Celcore HIS Rheology Modifying Min. 1.5-inch RESISTA, I.S.O. Optional) One or more layers, I.S.O. Optional) APP- Admixture; Celcore PVA Curing GenFlex Coated Glass Facer Stick min. O.S-inch base insulation Stick SBS-SA TA APP-TA 187.5 concrete Compound Min. 300 psi Celcore MF Cellular Concrete Optional) Min. 0.5-inch ISO Min. 2,500 with Celcore HIS Rheology Modifying 95+GL, GenFlex ISO I.S.O. Min. 2-inch ISOGARD HD I.S.O. Optional) APP- LWC-90 psi structuralp Admixture; Celcore PVA Curing Insulation or RESISTA, Stick Composite, GenFlex HD Stick SBS-SA TA APP-TA 187.5 concrete Compound GenFlex Coated Glass Facer Composite ISO Min. 2,500 Min. 300 psi Celcore MF Cellular Concrete Optional) Min. 0.5-inch ISO Min. 2-inch ISOGARD HD LWC-91 psi structural with Celcore HIS Rheology Modifying 95+ GL, GenFlex ISO I.S.O. Composite, GenFlex HD I.S.O. SBS-SA Optional) SBS- SBS-TA 187.5Admixture; Celcore PVA Curing Insulation or RESISTA, Stick Stick TA concrete Compound GenFlex Coated Glass Facer Composite I50 Min. 2,500 Min. 300 psi Celcore MF Cellular Concrete Optional) Min. 0.5-inch ISO 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 187.5Admixture; Celcore PVA Curing Insulation or RESISTA, Stick Stick SA AA concrete Compound GenFlex Coated Glass Facer Composite ISO Min. Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Optional one or more layers, LWC-93 psi structural structural with Celcore HS RheologyModifyingy g GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. Optional) APP- 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. 2,500 Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Optional one or more layers, LWC-94 psi structuralp with Celcore HIS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. Optional) SBS- Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Stick Min. 0.S-inch ISOGARD HD, Stick SBS-SA TA SBS-TA 187.5 concrete Compound Glass Facer GenFlex HD ISO Exterior Research and Design, I.I.C. d/b/a Tri nityI 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, L-C; (800) 443-4272 Appendix 1, Page 48 of 73 ERD TABLE 4A;" y LIGHTWEIGHT CONCRETE DECKS -NEW CONSTRUCTION.oR;RER00F 7EAR;OFi SYSTE(rot1 TYPE A B BC}llfit INSULATINBC3Eb FC7UE ;', System Deck Base Insulation Layer Coverboard Roof Cover (Note 14) MDP No. Note 1) Lightweight Concrete (Note 13) Type Attach Type Attach Base Ply Cap psf) Min. 2,500 Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+ GL, Optional one or more layers, LWC-95 psi structuralp with Celcore HIS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. BASEGARD Optional) SBS- Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Stick Min. O.5-inch ISOGARD HD, Stick SA AA SBS-AA 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 HIS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I.S.O. BASEGARD Optional) APP- LWC-96 psi structuralp Admixture; Celcore PVA Curing RESISTA, GenFlex Coated Stick Min. 0.25-inch Dens Deck Stick SA TA APP-TA 45.0 concrete Compound Glass Facer Prime or SECUROCK 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 HIS Rheology Modifying GenFlex ISO Insulation or I.5.0. 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 Deck2 -inchSECUDens Stick SBS- SA TA SBS- TA 82.5 concrete Compound Glass Facer prime Gypsum Fiber Roof Board Min. 300 psi Celcore MF Cellular Concrete Min. 1.5-inch ISO 95+GIL Optional one or more layers, LWC- 98 Min. 2,500 with Celcore HIS Rheology Modifying GenFlex ISO Insulation or I.S.O. min. 0.5-inch base insulation; I. S.O. BASEGARD Optional) SBS- psistructuralpAdmixture; 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 Approved cellular LWIC. Note: To qualify Min. nch Dens Deck Min. 2,500 the LWIC under this assembly, the subject Prime,, SECUROCK Gypsum- I. S.O. BASEGARD Optional) SBS- SBS-AA, LWC- 99 psi structural fastener sholl achieve an average Fiber Roof Board or min. Stick None N/A SA AA, SBS-TA or SBS-TA or 76.5 concrete withdrawal of 40 Ibf when tested per TAS 0. 5-inch ISOGARD HD, APP-TA APP-TA 105 orAN51/SPRY FX-1. GenFlex HD ISO Min. 277 psi Celcore MF Cellular Concrete Min. 0.25-inch Dens Deck Min, 2,500 Celcore HS Rheology Modifying Prime, SECUROCK Gypsum- I. S.O. BASEGARD Optional) SBS- SBS-AA, LWC- 100 psi structural Ad Admixture; Celcore PVA Curing Fiber Roof Board or min. Stick None N/A SA AA, SBS-TA or SBS-TA or 106.0 concrete Compound 0. 5-inch ISOGARD HD, APP-TA APP-TA GenFlex HD ISO Min. 0.2S-inch Dens Deck Min. 2,500 Min. 415 psi Elastizell Lightweight Prime, SECUROCK Gypsum- I. S.O. BASEGARD Optional) SBS- SBS-AA, LWC- 101 psi structural Insulating Concrete with Zell -Crete Fibers Fiber Roof Board or min. Stick None N/A SA AA, SBS-TA or SBS-TA or 144.S concrete 0.5-inch ISOGARD HD, APP-TA APP-TA GenFlex HD ISO LWC- 102 Min. 2,500 structural Min. 200 psi Elastizell, Celcore or PMin. 1.5-inch ISO 95+ GL, CR- 20 Optional) One or more layers BASEGARD Optional) SBS- SBS-AA, psi PMearlcrete GenFlex ISO Insulation base insulation CR- 20 SA AA, SBS-TA or SBS-TA or 90.0 concrete APP-TA APP-TA Exterior Research and Design, LLC. d/b/a Trinity) F.RD 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 49 of 73 IINERDTY 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. 2,500 Min. 1.5-inch ISO 95+GL, OptionalOne or more layers BASEGARD Optional) SBS- SBS-AA, LWC- 103 psi structural Min. 200 psi Elastizell CR-20 CR-20 AA SBS-TA or SBS-TA or 180.0 concrete GenFlex ISO Insulation base insullation SA APP_ TA APP-TA Min. 2,500 LWC- 104 psi structural Min. 200 psi Celcore Min. 1.5-inch ISO 95+GL, CR- 20 Optional) One or more layers yCR-20 BASEGARD Optional) SBS- SBS-TA or 210. 0 concrete GenFlex ISO Insulation s baseinsulation SA TA or APP-TA APP-TA Min. 2, 500 LWC- 105 psi structural Min. 200 psi Celcore Min. 1.5-inch ISO 95+ GL, CR- 20 Optional) One or more layers CR- 20 BASEGARD Optional) SBS- SBS- AA 222.5 GenFlexISOInsulationbaseinsulationSAAAconcrete Min. 2,500 LWC- 106 psi structural Min. 200 psi Mearlcrete Min. 1.5-inch ISO 95+ GL, CR- 20 Optional) One or more layers CR- 20 BASEGARD Optional) SBS- SBS-TA or 210. 0 GenFlex ISO Insulation base insulation SA TA or APP-TA APP-TA concrete Min. 2,500 LWC- 107 psi structural Min. 200 psi Mearlcrete Min. 1.5-inch ISO 95+ GL, CR- 20 Optional) One or more layers p ) y CR-20 BASEGARD Optional) SBS- SBS- AA 240.0 GenFlexISOInsulationbaseinsulationSAAAconcrete 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 BASEGARD Optional) SBS- SBS-AA, LWC- 108 psi structural fastener shall achieve an average Prime, SECUROCK Gypsum- CR-20 None N/A SA AA, SBS-TA or SBS-TA or 76.5 concrete withdrawal of40lbf when tested per TAS Fiber Roof Board APP-TA APP-TA 105 or ANSI/SPRI FX-1. Min. 277 psi Celcore ME Cellular Concrete Min. 2,500 with Celcore HS Rheology Modifying Min. 0.25-inch Dens Deck BASEGARD Optional) SBS- SBS-AA, LWC- 109 psi structural Admixture; Celcore PVA Curing Prime, SECUROCK Gypsum- CR-20 None N/A SA AA, SBS-TA or SBS-TA or 106.0 concrete Compound Fiber Roof Board APP-TA APP-TA Min. 2,500 Min. psi ElaLightweight Min. 0. 25-inch Dens Deck BASEGARD Optional) SBS- SBS-AA, LWC-110 psi structural ing Concr Insulating ConcreteewithZell -Crete Fibers Prime, SECUROCK Gypsum- CR-20 None N/A SA AA SBS- TA or SBS-TA or 144.5 concrete Fiber Roof Board APP-TA APP-TA Exterior Research and Design, LI..C. d/b/a Trinity I ERD Evaluation Report F8970.01.08-2-1112 for FL984-1112 Certificate of Authorization 49503 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 50 of 73 JTRINITY1 ERD 3r. 7ABLE46 LIGMTWEIGHTG0NCRETEDE KS-NEIIUCQN5T.FtUCTIQNgRREROp,F(TEaR-gFFj, a •• Vv SYSTEM TYPE r;-2EGAfUICALLYAT ACHEa ACC}Ft SHEET' BCtNDED fSUCT147N 8t7NiD.EDrR(74iFA CCs,ER r' -' R .^;' _e. c 3A :_ Z3.x - F.. YLm 'f•'d'.'. cts. System Deck Lightweight Concrete (Note Anchor Sheet Insulation Roof Cover (Note 14) MDP No. Note 1) 13) Psf) Type Fasteners Attach Base Top Attach Base Ply Cap Minimum 200 psi, minimum Min. 1-inch 2-inch thick Approved Min. 1.8-inch 7-inch o.c. at the ISO 95+ GL, Optional) Optional Min. 22 ga., cellular LWIC. Note: To MB Base , Firestone 4-inch side lap and GenFlex additional layers I.S.O. FIX type BV steel qualify the LWIC under this Venting Base Two Piece 7-inch o.c. at two, ISO base insulation, flat II, I.S.O. BP -CA, LWC-111 or min.2,500 assembly, the subject Sheet, SBS Base, Impact Nail equally spaced, Insulation, or tapered; Min. Stick, SBS-CA, None SBS-CA, 45.0* psi structuralp fastener shall achieve an SBS PolyBase, or Firestone staggered rows in RESISTA, 0.5-inch ISOGARD I.S.O. APP-CA APP-CA concrete average withdrawal of 52 SBS Smooth, SBS LWC Base the center of the GenFlex HD, GenFlex HD ISO Twin Ibf when tested per TAS 105 Premium Base Ply Fasteners sheet Coated or Min. 0.25-inch Pack orANSI/SPRI FX-1. Glass Facer Dens Deck Prime Minimum 200 psi, minimum 2-inch thick Approved Min. 1-inch cellular LWICNote: To MB Base, Min. 1.8-inch 7-inch o.c. at the I50 95+ GL, Optional) Optional I.S.O. FIX Min. 22 ga., qualify the LWIC under this Venting Base Firestone 4-inch side lap and GenFlex additional layers 11, 1.5.0. SBS- typeBVsteelassembly, the subject Sheet, SBS Base, Two Piece 7-inch o.c. at two, I50 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 overage withdrawal of 52 SBS Smooth, SBS Firestone staggered rows in RESISTA, 0. 25-inch Dens Twin APP-TA concrete lbf when tested per Testing Premium Base L LWCBase the center of the GenFlex Deck Prime Pack Application Standard TAS Ply Fasteners sheet Coated 105. Glass Facer Minimum 200 psi, minimum 2- inch thick Approved Base, 9- inch o.c. at the Min. 22 ga., cellular LWIC. Note: To Channel Channel Venting Firestone 3-inch side lap and Min. Min. Fiber Optional) type BV steel ypqualify the LWIC under this Base, Venting LWC Base 9-inch o.c. at two, inch ISO SOr min. Topormin. 0.25- One or more SBS-AA LWC- 113 or min. 2,500 assembly, the subject Base Sheet, SBS Ply Fasteners equally spaced, 95+ GL, inch Dens Deck or Hot BP -AA or BP - AA, SBS- or APP- 45.0 psi structural Pfastener achieve an fBase, SBS Base-P, or Trufast staggered rows in ggGenFlex asphalt SBS-AA AA or APP- TA concrete overage withdrawal of 68 SBS PolyBase, FM- 90 the center of the ISO GypsumSECURO-Fiber Gypsum -Fiber Roof TA Ibf when tested per TAS 105 SBS Smooth, SBS sheet Insulation Board or ANSI/SPRI FX-1. Premium Base Minimum 200 psi, minimum 2- inch thick Approved MB Base, 12- inch o.c. at the Min. 22 ga., cellular LWIC. Note: To Channel Venting Firestone 3-inch side lap and Min. Min. inch Fiber Optional) type BV steel qualify the LWIC under this Base, Venting LWC Base 12-inch o.c. at inch ISSOO Top orr min. 0.25- One or more SBS-AA LWC- 114 or min. 2,500 assembly, the subject Base Sheet, SBS Ply Fasteners three, equally 95+ GL, inch Dens Deck or Hot BP -AA or BP - AA, SBS- or APP- 45.0 psi structural fastener shall achieve on Base, SBS Base-P, or Trufast spaced, staggered GenFlex SECUROCK asphalt SBS-AA AA or APP- TA concrete average withdrawal of 68 SBS PolyBase, FM- 90 rows in the center ISO Gypsum -Fiber Roof TA Ibf when tested per TAS 105 SBS Smooth, SBS of the sheet Insulation Board orANS11SPRI FX-1. Premium Base Exterior Research and Design, L.LC. d/b/a Trinity I 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 Nleminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 51 of 73 3 E+ R[ DriL.ef. TRINITY1 a TABLE 4C 1 LIG T1NEI" H T C N` RETE DE: K -NEW _ dGHt4CC„5 _. CONSTR"UCTI.,oN pa RERpoF (TEAR QFF} u" e SYSTEM T1 PE', E ECtANiCA[ LYA `iiEii BAaE SEEiG3NDE idC%C}Ft7UER System Deck (Note 1) Lightweight Concrete (Note 13) Base Sheet Roof Cover (Note 14) MDP Type Fasteners AttachNo. Ply Cap (psf) COLD,APPLIED,BASE; FIRES ONE MULTI-PURPOSEz,M6 COLD ADHESI,VE"All I Min. 22 ga., type BV steel at max 5 ftft MB Base, Channel Venting Base, 7-inch o.c. at the 4-inch side lap LWC-115 spans or min. 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 45.0 psi structural Elastizell Lightweight Insulating Concrete SBS Base-P, SBS PolyBase, SBS Impact Nails spaced, staggered rows in the CA APP-CA concrete Smooth, SBS Premium Base center of the sheet Min. 22 ga., type BV steel at max 5 ft MB Base, Channel Venting Base, 7-inch o.c. at the 4-inch side lap LWC-116 spans or min. 2,500 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 or psi structural cellular lightweight insulating concrete SBS Base-P, SBS PolyBase, SBS Impact Nails spaced, staggered rows in the CA APP-CA 45.0 concrete Smooth, SBS Premium Base center of the sheet Min. 22 ga., type BV steel at max 5 ftft MB Base, Channel Venting Base, 7-inch o.c. at the 4-inch side lap LWC-117 spans or min. 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 or psi structural Cellular Concrete SBS Base-P, SBS PolyBase, SBS Impact Nails spaced, staggered rows in the CA APP-CA 45.0 concrete Smooth, SBS Premium Base center of the sheet 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 concrete achieve on average withdrawal of 52 lbf Smooth, SBS Premium Base center of the sheet when tested per TAS 105 or ANSI/SPRI FX-1. APPLIED BASE; FIRESTONE CIQUIGARD MEMBRANEDH ES NE - gs: COLDxs. q'? z Min. 22 ga., type BV LWC- 119 steel at max 6 ft spans or min. 2,500 Min. 460 psi, min. 2-inch thick Mearlcrete SBS Poly Torch Base Trufast FM-290V 7- inch o.c. in the 4-inch wide Optional) SBS- SBS- CA2 45.0 psi structural cellular lightweight insulating concrete laps CA2 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 Base MBBase7-inch o.c. at the 3-inch side lap LWC 120 spans 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 turalassembly, the subject fastenersholl achieve Premium Base Base Ply Fasteners spaced, staggered rows in the CA2 concrete on average withdrawal of 71 Ibf when tested center of the sheet per TAS 105 or ANSI/SPRI FX-1. ASPHALT ANDOR TORCH APPLIED BASE Exterior Research and Design, I.I.C. d/b/a Trinity) F.RD 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 52 of 73 PTRINITYJERD y, TABLE-4C-1. 6&fWEIGIiTCONCRETE bEGKS IUEW CE7NSTR CTIONroR"REROdF,(TrAri OFF} E g@% SYSTEM T,Y,P ' E. "P1ikHAP91iCA LLY' ATTA HEb BASES Bt3 L3,E t RCiCiF C13UEEET-- System Deck (Note 1) Lightweight Concrete (Note 13) Base Sheet Roof Cover (Note 14) MDP Type Fasteners Attach Ply CapNo. Psf) Min. 22 ga., type BV Min. 200 psi, min. 2-inch thick Approved steel at max 5 ft cellular lightweight insulating concrete. MB Base, Channel Venting Base, Firestone LWC Base 9-inch o.c. at the 2-inch side lap Optional) One SBS-AA, LWC-121 spans or min. 2,500 Note: To qualify the LWIC under this Venting Base Sheet, SBS Base, Ply Fasteners or and 9-inch o.c. at two, equally or more BP -AA, SBS-TA or 45.0 psi structuralp assembly, the subject fastenersholl achieve SBS Base-P, SBS PolyBase, SBS Trufast FM-90 spaced, staggered rows in the SBS-AA, SBS-TA concrete on average withdrawal of 70lbf when tested Smooth, SBS Premium Base center of the sheet or APP-TA APP-TA per TAS 105 or AN51/SPRI FX-1. Min. 22 ga., type BV Min. 200 psi, min. 2-inch thick Approved steel at max 5 ft cellular lightweight insulating concrete. MB Base, Channel Venting Base, 12-inch o.c. at the 2-inch side Optional) One LWC-122 spans or min. 2,500 Note: To qualify the LWIC under this Venting Base Sheet, SBS Base, Firestone LWC Base Ply Fasteners or lap and 12-inch o.c. at three, or more BP -AA, SBS-AA, SBS-TA psi structuralp assembly, the subject fastener shall achieve SBS Base-P, SBS PolyBase, SBS Trufast FM-90 equally spaced, staggered rows SBS-AA, SBS-TA or 45.0 concrete an average withdrawal of 70 Ibf when tested Smooth, SBS Premium Base in the center of the sheet or APP-TA APP-TA per TAS 105 or ANSI/SPRI FX-1. Min. 22 ga., type BV Min. 200 psi, min. 2-inch thick Approved steel at max 5 ft cellular lightweight insulating concrete. MB Base, Channel Venting Base, Min. inch1. n 9-inch c.c. in the 2-inch side lap LWC-123 spans min. 2,500 Note: To qualify the LWIC under this Venting Base Sheet, SBS Base, Firestone Two Piece and 9-inch o.c. in two, equally BP -AA, SBS-AA SBS-AA or 45.0 turalstructural assembly, the subjectfastener shall achieve SBS Base-P, SBS PolyBase, SBS spaced, staggered rows in the or SBS-CA SBS-CApsi on overage withdrawal of 70lbf when tested Smooth, SBS Premium Base Impact Nail center of the sheet concrete per TAS 105 or ANSI/SPRI FX-1. Min, 22 ga., type BV steel at max 6 ft LWC-124 spans or min. 2,500 Min. 460 psi, min. 2-inch thick Mearlcrete SBS Poly Torch Base Trufast FM-290V 7-inch o.c. in the 4-inch wide Optional) SBS- SBS-TA 45.0 psi structural cellular lightweight insulating concrete laps TA concrete Min. 22 ga., type BV steel at max 5 ftft MB Base, Channel Venting Base, 7-inch o.c. at the 4-inch side lap LWC 125 spans or min. 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 psi structural Elastizell Lightweight Insulating Concrete SBS Base-P, SBS PolyBase, SBS Impact Nails spaced, staggered rows in the TA APP-TA 45.0 concrete Smooth, SBS Premium Base center of the sheet Min. 22 ga., type BV steel at max 5 ft MB Base, Channel Venting Base, 7-inch o.c. at the 4-inch side lap LWC-126 spans or min. 2,500 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 psi structural cellular lightweight insulating concrete SBS Base-P, SBS PolyBase, SBS Impact Nails spaced, staggered rows in the TA APP-TA 45.0 concrete Smooth, SBS Premium Base center of the sheet Min. 22 ga., type BV steel at max 5 ft MB Base, Channel Venting Base, 7-inch o.c. at the 4-inch side lap LWC-127 spans or min. 2,500 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 psi structural Cellular Concrete SBS Base-P, SBS PolyBase, SBS Impact Nails spaced, staggered rows in the TA APP-TA 45.0 concrete Smooth, SBS Premium Base center of the sheet Exterior Research and Design, I.I.C. d/b/a Trinityl ERD Evaluation Report 1`8970.01.08-2-1112 for F1.984-1112 Certificate of Authorization N9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nleminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 53 of 73 TRINITY IERD u :s,' TABLE,4C,1. LIGH7WEIGHTCONCRETE DECKS NEW CONS?RUCTION°oR RE°ROOF (TEAR -OFF)-. SYSTEM TYPE MECHANICAL TTA ED BASE SHEET, 0C+NDED R6bF VE System Deck (Note 1) Lightweight Concrete (Note 13) Base Sheet Roof Cover (Note 14) MDP Ply CapNo. Type Fasteners Attach psf) 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-128 spans or min. 21500 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 psi structural this assembly, the subject fastenershall SBS Base-P, SBS PolyBase, SBS Impact Nails spaced, staggered rows in the TA APP-TA 45.0 concrete achieve on average withdrawal of 52 Ibf Smooth, SBS Premium Base center of the sheet when tested per TAS 105 or ANSI/SPR/ FX-1. Min. 22 ga., type BV 5 ft MB Base, Channel Venting Base, Firestone LWC Base 7-inch o.c. at the 3-inch side lap Optional) One LWC-129 steel at max spans or min. 2,500 Min. 300 psi, min. 2-inch thick Mearlcrete Venting Base Sheet, SBS Base, Ply Fasteners, Trufast FM-90 or and 7-inch o.c. at two, equally or more BP -AA, SBS-AA, SBS-TA or 52.5 psi structuralp cellular lightweight insulating concrete SBS Base-P, SBS PolyBase, SBS OMG CR Base Felt spaced, staggered rows in the SBS-AA, SBS-TA APP TA concrete Smooth, SBS Premium Base Fasteners center of the sheet or APP-TA Min. 22 ga., type BV steel at max 5 ft MB Base, Channel Venting Base, Firestone LWC Base 9-inch o.c. at the 4-inch side lap LWC-130 spans or min. 2,500 Min. 300 psi, min. 2-inch thick Mearlcrete Venting Base Sheet, SBS Base, ply Fasteners, and 9-inch o.c. at two, equally BP -AA or SBS- SBS-AA 52.5 psi structural cellular lightweight insulating concrete SBS Base-P, SBS PolyBase, SBS Trufast-90 spaced, staggered rows in the AA concrete Smooth, SBS Premium Base center of the sheet Min. 300 psi, min. 2-inch thick Approved Min. 22 ga., type BV steel at max 5 ft cellular lightweight insulating concrete. MB Base, Channel Venting Base, Min. 1.8-inch 9-inch o.c. at the 4-inch side lap Optional) One LWC-131 spans or min. 2,500 Note: To qualify the LWIC under this Venting Base Sheet, SBS Base, Firestone Two Piece and 9-inch o.c. at two, equally or more BP -AA, SBS-AA, SBS-TA or 60.0 psi structural assembly, the subject fastenershall achieve SBS Base-P, SBS PolyBase, SBS Impact Nail spaced, staggered rows in the SBS-AA, SBS-TA APP TA concrete on average withdrawal of 88 lbf when tested Smooth, SBS Premium Base center of the sheet or APP-TA per TA5105 orANSI/SPRI FX-1. Min. 22 ga., type BV Min. 1.8-inch SBS-AA or steel at max 6 ft Min. 300 psi, min. 2-inch thick Celcore ME Firestone Two PieceFasteners 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 concrete Products Straight only) Line Batten Bars Min. 22 ga., type BV SBS-AA or steel at max 6 ft Firestone Venting Base, SBS Base, Min. 1.8-inch 6-inch o.c. at the 4-inch side lap SBS-AA or SBS- SBS-TA LWC-133 spans or min. 2,500 Min. 300 psi, min. 2-inch thick ell SBS Base-P, SBS PolyBase, SBS Firestone Two Piece 6-inch o.c. at two, equally TA (ASTM ASTM 60.0 psi structural cellular lightweight insulating concreconcElastrete Smooth, SBS Premium Base Impact Nail spaced, staggered rows in the 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 steel at max 5 ft Min. 350 psi, min. 2-inch thick Celcore MF PolyTorch, SBS PolyBase, SBS Firestone LWC Base 9-inch o.c. at the 4-inch side lap Optional) One SBS-AA, LWC-134 sans or min. 2,500P Cellular Concrete with Celcore HIS Rheolo gY Premium Base, SBS Smooth, SBS Ply Fasteners, and 12-inch o.c. at two, equally or more BP -AA, SBS-TA or 60.0 psi structural Modifying Admixture Torch Base, APP 160, APP 160-P, Trufast FM-90 or spaced, staggered rows in the SBS-AA, SBS-TA APP-TA concrete APP 80 Glass Base, APP 80 Glass Trufast FM-290 center of the sheet or APP-TA Base-P, APP Premium Base Exterior Research and Design, LLC. d/b/a Trinityl 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 54 of 73 TRINITY I ERD TABCE 4C-1. CICaHTWI fbHT tONCRETE; DECK$ NEW'CONSTRU&1`0N oR,REROO,F (TEAR -OFF) F k, 'SYSTEMTYF x E: MECHANICALLYATiA l :6A EES S EET 13F3NDE[3 RCkG F'C UER x System Deck (Note 1) Lightweight Concrete (Note 13) Base Sheet Roof Cover (Note 14) MDP Type Fasteners Attach Ply Cap No. Psf) Min. 22 ga., type BV Existing, min. 350 psi, min. 2-inch thick steel at max 5 ft Approved cellular lightweight insulating MB Base, Channel Venting Base, Firestone LWC Base 9-inch o.c. at the 4-inch side lap LWC-135 spans or min. 2500 concrete. Note: To qualify the LWIC under SBS Base, SBS Base P, SBS Ply Fasteners (1.7- and 12-inch o.c. at two, equally One or more SBS-TA 60.0 psi structural this assembly, the subject fastenershall Premium Base, SBS Smooth, SBS inch ) spaced, staggered rows in the SBS-TA concrete achieve an average withdrawal of 1061bf PolyBase center of the sheet 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 steel at max 6 ft Min. 300 psi, min. 2-inch thick Celcore MF PolyTorch, SBS PolyBase, SBS Firestone LWC Base 7-inch o.c. at the min. 3-inch Optional) One SBS-AA, LWC-136 spans or min. 2,500 Cellular Concrete with Celcore HISS Rheology Premium Base, SBS Smooth, SBS Fasteners, side lap and 7-inch o.c. at two, or more BP -AA, SBS-TA or 60.0 psi structural Modifying Admixture Torch Base, APP 160, APP 160-P, Trufast FM-90 or equally spaced, staggered rows SBS-AA, SBS-TA APP-TA concrete APP 80 Glass Base, APP 80 Glass Trufast FM-290 in the center of the sheet or APP-TA Base-P, APP Premium Base Min. 22 ga., type BV Min. 342 psi, min. 2-inch thick Approved steel at max 5 ft cellular lightweight insulating concrete. MB Base, Channel Venting Base, 7-inch o.c. at the 3-inch side lap Optional) One LWC 137 spans min. 2,500 Note: To qualify the LWIC under this Venting Base Sheet, SBS Base, Firestone 1.7" LWC and 7-inch o.c. at two, equally or more BP -AA, SBS-AA, 60.0 turalpsistructural assembly, the subject fastenershall achieve SBS PolyBase, SBS Premium Base Base Ply Fasteners spaced, staggered rows in the SBS AA, SBS-TA SBS-TA concrete an average withdrawal of 71 Ibf when tested center of the sheet per TAS 105 or ANSI/SPRI FX-1. Min. 22 ga., type BV 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 6-inch o.c. at the 4-inch side lap 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, SBSy Firestone Two Piece spaced, staggered rows in the TA ASTM ASTM 67.5 psi structural Smooth, SBS Premium Base Impact Nail D6164 only) D6164 concrete center of the sheet only) Min. 22 ga., type BV Min. 300 psi, min. 2-inch thick Approved steel at max 5 ft cellular lightweight insulating concrete. MB Base, Channel Venting Base, 7.5-inch o.c. at the 3-inch side Optional) One LWC-139 spans min. 2,500 Note: To qualify the LWIC under this Venting Base Sheet, SBS Base, Firestone LWC Base Ply Fasteners or lap and TS-inch o.c. at two, or more BP -AA, SBS-AA, SBS-TA turalpsistructural assembly, the subject fastener shall achieve SBS Base-P, SBS PolyBase, SBS Trufast FM-90 equally spaced, staggered rows SBS-AA, SBS-TA or 75.0 concrete on average withdrawal of 95lbf when tested Smooth, SBS Premium Base in the center of the sheet or APP-TA APP-TA per TAS 105 or ANSI/SPRI FX-1. Concrecel Bonding Agent is applied to theMin. 22 ga., type BV Zdeckatarateof600ft /gal. Min. 300 psi, MB Base, Channel Venting Base, 7-inch o.c. at the 3-inch side lap Optional) Onesteelatmax5ft min. 2.25-inch thick Concrecel cellular Venting Base Sheet, SBS Base, OMG CR Base Ply and 7-inch o.c. at two, equally or more BP -AA, SBS-AA, LWC-140 spans or min. 2,500 lightweight insulating concrete followed by SBS Base-P, SBS PolyBase, SIBSSBS-TAFastenersspaced, staggered rows in the SBS-AA, SBS-TA or 82.5 psi structural Concrecel Curing Compound at a rate of 600 Smooth, SBS Premium Base, APP center of the sheet or APP-TA 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-R12 for FL984-R12 Certificate of Authorization tl9503 FBC NON-HVHZ EVALUATION Revision 12: 03/29/2017 Prepared by: Robert Niernmen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 55 of 73 ERD i System No. Deck Note 1) Thermal Barrier Temp Roof Lightweight Concrete Note 13) Base Sheet Roof Cover (Note 14) MDP psf) Type Attach Note 19) Type Fasteners Attach Base Ply Cap Ply Min. 22 Min. 5/8- MB Base, SBS Base, Min. 300 psi, min. 2- Min. 1.8-inch SBS-AA or ga., type B inch Fasteners SBS Smooth or SBS inch thick Celcore MF Firestone Two Piece Fasteners 6-inch o.c. Optional) SBS-TA LWC-141 steel at SECUROCK per Note Premium Base in hot Cellular Concrete with 5B5 PolyTorch Base Impact Nails through through batten bars SBS-AA or ASTM 60.0 max 6 ft Gypsum- 2 at 1 per z - asphalt or SBS Smooth Celcore HS Rheology Trufast Products within 3-inch wide, D6164 spans Fiber Roof 1.6 ft Torch or APP 160, Modifying Admixture Straight Line Batten torched side laps. only) y) Board torch -applied Bars MB Base, Channel Min. 22 Min. 5/8- MB Base, SBS Base, 2- minMin. 300 psi Venting Base, SBS 7-inch o.c. at the min. ga., type B inch Fasteners SBS Smooth or SBS inch thick Celcore MF Base, SBS-Base P, SBS Firestone LWC Base 3-inch side lap and 7- 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 max 6 ft Gypsum- 2 at 1 per z asphalt or SBS Smooth Celcore HS Rheology PolyBase, SBS FM-90 or Trufast FM- equally spaced, SBS-TA SBS-TA spans Fiber Roof 1.6 ft Torch or APP 160, Modifying Admixture Premium Base, SBS 290 staggered rows in the Board torch -applied Smooth, SBS Torch center of the sheet Base Min. 22 Min. 5/8- MB Base, SBS Base, Min. 300 psi, min. 2- MB Base, Channel 7-inch o.c. at the min. 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 max ft Gypsum- 2 at 1 per asphalt or SBS Smooth Celcore HS Rheology 80 Glass Base, APP FM-90 or Trufast FM- equally spaced, APP-TA spanss Fiber Roof 1.6 ft' Torch or APP 160, Modifying Admixture 80 Glass Base-P, APP 290 staggered rows in the Board torch -applied Premium Base center of the sheet 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 N9503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2017 Prepared by: Robert Nleminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 56 of 73 z iTIITY E.0 System Deck Anchor Sheet (Note A below) Insulation Roof Cover (Note 14) MDP No. Note 1) Type Fasteners Attach Base Top Attach Base Ply Cap psf) Firestone Polymery 12-inch o.c. at the 4-inch Optional) Min. Optional) One CWF-2 Tectum MB Base, Channel Fastener and laps and 18-inch o.c. at two, equally spaced, 1.5-inch ISO 95+ Min. 0.5-inch Hot BP -AA or or more BP -AA, SBS-AA, Venting Base Polymer Fastener staggered rows in the GL, GenFlex ISO FiberTop asphalt SBS-AA SBS-AA, SBS-TA SBS-TA or 45.0* Insulation Plates center of the sheet Insulation or APP-TA 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 Nailp staggeredggered 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 Venting Base, SBS Min. 1.8-inch laps and 18-inch o.c. in Min. 1.S-inch ISO Deck, Dens Deck BP -AA, SBS- Optional) One SBS-AA, CWF-4 Tectum Base, SBS Base-P, SBS Firestone Two Piece two, equally spaced, 9S+ GL, GenFlex Prime or SECUROCK I.S.O. Stick AA, SBS-TA or more BP -AA, SBS-TA or 4S.O* 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-TA 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.5.0. 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-TAPolyBase, SBS Smooth, y center of the sheet 95+ GL, GenFlex GL, GenFlex ISO Twin PackSBSPremiumBaseISOInsulationInsulation gote 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, 1-1-C. 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 57 of 73 System Deck Top Insulation Layer Roof Cover (Note 14) Type Fasteners Attach (Note Base Ply Cap No. Note 1 Base Insulation Layer MDP psf) 19) 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 ft 2 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 Optional) One or more Min. 0.5-inch ISOGARD Firestone Polymer Fastener and CWF-8 Tectum layers, any combination, HD, GenFlex HD ISO or Polymer Fastener Insulation z 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 Exterior Research and Design, 1-1-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, L-C; (800) 443-4272 Appendix 1, Page 58 of 73 J TRINITY( ERD System Deck Base Sheet Roof Cover (Note 14) MDP No. Note 1) Type Fasteners Attach Ply Cap psf) MB Base, Channel Venting Base, Venting 9-inch o.c. in the 2-inch side lap and 12-inch CWF-10 Tectum Base Sheet, SBS Base, SBS Base-P, SBS Min. inch Firestone Two o.c. in two, equally spaced, staggered rows in SBS-CA SBS-CA 45.0* PolyBase, SBS Smooth, SBS Premium Base mPieceImpactpact Nail 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 9-inch o.c. in the 2-inch side lap and 12-inch CWF-12 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-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. 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 Impactmmpact 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-R12 for FL984-1312 Certificate of Authorization 49503 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 59 of 73 a ERD System Deck (Note 1 & 11) Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP No. Type Attach Type Attach Base Ply Cap psf) COLD„APPLIED' BASE; FIRESTONE MULTIPURPOSE MB COLp ADHESIVE:, y,• h Existingpoured G-1 P gypsum Min. 1.5-inch I50 95+ GL, S.C. Stick; Optional) One or more layers base S.O. Stick; Optional) BP -CA, SBS- 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 G-2 Existing poured gyp sum Min. 1.5-inch ISO 95+ GL, I.S.O. Stick; Optional) One or more layers base I.S.O. Stick; or gypsum plank GenFlex ISO Insulation I.S.O. Twin insulation I.S.O. Twin APP-CA None APP-CA 67.5 Pack; CR-20 Pack; CR-20 G-3 Existingpouredp gypsum Min. 1.5-inch ISO 95+ GL, I.S.O. Stick; Optional) One or more layers base I.S.O. Stick; or gypsum planks 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 CSPHALTAND%OR TORCH',.. APP •IED SASE 5 A, .:.: a1..." na, ..,. a'k mra`,; .',..:.: d ?:, Existing poured gypsum G-4 or gypsum plank primed Min. 1.S-inch ISO 95+ GL, I.S.O. Twin Min. 0.25-inch Dens Deck Prime or I.S.O. Twin with WeatherTite GenFlex ISO Insulation Pack SECUROCK Gypsum Fiber Roof Board Pack SBS-TA Optional) SBS-TA SBS-TA -45.0 Universal Primer G-5 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 or gypsum plank GenFlex I50 Insulation Pack SECUROCK Gypsum -Fiber Roof Board Pack SBS-AA BP -AA, SBS-AA or APP- SBS-AA or APP-TA 157.5 TA G-6 Existing poured gypsum Min. 1.5-inch ISO 95+ GL, Min. 0.25-inch Dens Deck Prime or 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 G 7 ExistingpouredP gypsum Min. 1.5-inch ISO 95+ GL, Min. inch Dens Deck or BP AA or Optional) One or more or gypsum planks GenFlex ISO Insulation I.S.O. Stick SECUROCK Gypsum -Fiber Roof BoardROC I.S.O. Stick SBS-AA BP -AA, SBS-AA or APP- SBS-AA or APP-TA 135.0 TA G 8 Existing poured gypsum Min. 1.5-inch ISO 95+ GL, Min. 0.25-inch Dens Deck Prime or or gypsum plank GenFlex ISO Insulation CR-20 SECUROCK Gypsum Fiber Roof Board CR-20 SBS-TA None SBS-TA 127.5 G-9 Existingpouredp gypsum Min. 1.5-inch ISO 95+ GL, Min. Dens Deck or or Optional) One or more or gypsum planks GenFlex ISO Insulation CR-20 SECUROCK SECUROCK Gypsum -Fiber Roof Board CR-20 SBS- A SBS-AA Bp -AA, SBS-AA or APP- SBS-AA or APP-TA 225.0 TA G-10 Existing poured gypsum Min. 1.5-inch, min. 1.25 Min. 0.25-inch Dens Deck or BP -AA or Optional) One or more 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 G-11 Existing poured gypsum Min. 1.5-inch, min. 1.5 Min. 0.25-inch Dens Deck or BP -AA or Optional) One or more 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 G-12 Existing poured gypsum Min. 1.5-inch, min. 2.0 Min. 0.25-inch Dens Deck or BP -AA or Optional) One or more 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 1`8970.01.08-2-1112 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 sa" TRINITY `E Df System Deck (Note 1 & 11) Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) MDP No. Type Attach Type Attach Base Ply Cap psf) SELF -ADHERING BASE% G-13 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 or gypsum plank GenFlex ISO Insulation Pack Insulation Pack SA TA or APP-TA APP-TA 112.5 G 14 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 or gypsum plank GenFlex ISO Insulation Pack insulation Pack SA TA or APP-TA APP-TA 157.5 G-15 Existing poured gypsum Min. 1.5-inch ISO 95+ GL, I.S.O. Stick Tapered ISO 95+ GL, GenFlex ISO BASEGARD Optional) SBS-AA, SBS- SBS-AA, SBS-TA or or gypsum plank GenFlex ISO Insulation Insulation I.S.O. Stick SA TA or APP-TA APP-TA 112.5 G-16 Existing poured gypsum Min. 1.5-inch ISO 95+ GL, I.S.O. Stick Optional) One or more layers base BASEGARD Optional) SBS-AA, SBS- SBS-AA, SBS-TA or or gypsum plank GenFlex ISO Insulation insulation I.S.O. Stick SA TA or APP-TA App-TA 135.0 G-17 Existing poured gypsum Min. 1.5-inch ISO 95+ GL, CR-20 Tapered ISO 95+ GL, GenFlex ISO BASEGARD Optional) SBS-AA, SBS- SBS-AA, SBS-TA or or gypsum plank GenFlex ISO Insulation 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 BASEGARD Optional) SBS-TA or or gypsum plank GenFlex ISO Insulation insulation CR-20 SA APP-TA SBS-TA or APP-TA 210.0 G-19 Existing poured gypsum Min. 1.5-inch ISO 95+ GL, Optional) One or more layers base BASEGARD or gypsum plank GenFlex ISO Insulation CR-20 insulation CR-20 SA Optional) SBS AA SBS AA 247.5 Exterior Research and Design, LLC. 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 61 of 73 TRINITY ERD System Deck Anchor Sheet Insulation Roof Cover (Note 14) MDP No. Note 1) Type Fasteners Attach Base Top Attach Base Ply Cap psf) Existing Firestone Polymer 12-inch o.c. in the 4- Optional) poured MB Base, Channel Fastener and inch side lap and 18 Min. 1.5-inch Optional) One or SBS-AA, G-20 gypsum or Venting Base Polymer Fastener inch o.c. in two, equally ISO 95+ GL, Min. 0.5-inch FiberTop Hot BP -AA or more BP -AA, SBS- SBS-TA or 45.0* gypsum Note A below) Insulation Plates spaced, staggered rows GenFlex ISO asphalt SBS-AA AA, SBS-TA or APP- APP TA plank W/D > 114 Ibf) in the center of the Insulation TA 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 PolyBaseSBS , center of the sheet Insulation TA Smooth ( Note A below) MB Base, Channel Venting Base SBS Existing I9-inch o.c. at the 2-inch Min. 0.25-inch Dens poured Base, SBS Base-P, Firestone Two laps and 18-inch o.c. in Min. 1.S-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 PolyBaseSBS , 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/D > 119 Ibf) staggered rows in the GenFlex I50 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 Vote 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 Trinityl ERD Evaluation Report F8970.01.08-2-1112 for FL984-R12 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION - Revision 12: 03/29/2017 Prepared by: Robert Nleminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 62 of 73 Q RINITYI ERD I System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) No. Note 1) Type Fasteners Attach Type Attach Base Ply Cap MDP psf) Note 19) 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 ftZ SECUROCK Gypsum Fiber Roof Board, Hot 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 asphalt or APP-TA APP-TA W/D > 180 Ibf) System Deck Top Insulation Layer Roof Cover (Note 14) MDP Base Insulation Layer AttachNo. (Note 1) Type Fasteners ( Note 19) Base Ply Cap (psf) Existin oured Firestone Polymer Fastener g p One or more layers, and Polymer Fastener ( Optional) One or more Optional) y y Z BP -AA or SBS- SBS-AA, SBS-TA G-25 gypsum or Min. 0.5-inch FiberTop 1 per 2 ft BP -AA, SBS-AA, SBS-TA -45.0` gypsum plank any combination, loose laid Insulation Plates (W/D > 180 AA or APP-TA or APP-TA I Exterior Research and Design, I.I.C. d/b/a Trinity FRD 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 Nleminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 63 of 73 TRINITY1 ERQ C4 11 System Deck Base Sheet Roof Cover (Note 14) MDP No. Note 1) Type Fasteners Attach Ply Cap psf) Existing Firestone Polymer Fastener poured and Polymer Fastener 12-inch o.c. in the 4-inch side lap and 18- Optional) One or more SBS TAG27 gypsum or MB Base, Channel Venting Base Insulation Plates (W/D 114 inch D.C. in two, equally spaced, staggered BP -AA, SBS-AA, SBS-TA or APP-TAorPP- 45.0* gypsum plank Ibf) rows in the center of the sheet or APP-TA Existing poured MB Base, Channel Venting Base, Venting Base Firestone Two Piece Impact 9-inch o.c. in the 2-inch side lap and 18-inch BP -AA, SBS-AA or SBS- SBS-AA or SBS- G 28 gypsum or Sheet, SBS Base, SBS Base-P, SBS PolyBase, Nail (W/D > 105 IV) O.C. in two, equally spaced, staggered rows CA CA 45.0* gypsum plank SBS Smooth, SBS Premium Base inthe center of the sheet Existing poured MB Base, Channel Venting Base, Venting Base Firestone Two Piece Impact 9-inch o.c. in the 4-inch side lap and 12-inch Optional) One or more SBS-AA, SBS-TA29 gypsum or Sheet, SBS Base, SBS Base-P, SBS PolyBase, Nail (W/D > 119 IV) in two, equally spaced, staggered rows BP -AA, SBS-AA, SBS-TA or APP-TA 67.5 gypsum plank SBS Smooth, SBS Premium Base inin the center of the sheet or APP-TA Exterior Research and Design, L.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 Nleminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 64 of 73 System Substrate Base Insulation No. (Notes 1 & 11) Tvoe Attach Top Insulation Layer h RINITY j ED EE Roof Cover (Note 14) Type Attach L Base Ply M DP Cao (psf) R-1 Existing asphalt BUR Min. 1.S-inch ISO 95+ GL, I.S.O. Twin Pack, I.S.O. Optional) One or more layers base insulation I.S.O. Twin Pack, I.S.O. BP -CA, SBS- Optional) BP -CA, SBS- SBS-CA 67.5GenFlexISOInsulationCACA Stick or CR-20 Stick or CR-20 Min. 1.5-inch ISO 95+ GL, I.S.O. Twin I.S.O. Twin R-2 Existing asphalt BUR GenFlex ISO Insulation Pack, I.S.O. Optional) One or more layers base insulation Pack, I.S.O. APP-CA None APP-CA 67.5 Stick or CR-20 Stick or CR-20 Optional) One or more layers of min. 1.5-inch I.S.O. Twin Pack I.S.O. Twin BP -CA or Optional) BP -CA, SBS- R-3 Existing asphalt BUR ISO 95+ GL, GenFlex ISO or I.S.O. Stick Min. 0.5-inch ISOGARD HD, GenFlex HD ISO Pack or I.S.O. SBS-CA CA SBS-CA 67.5 Insulation Adhesive Stick Adhesive Optional) One or more layers of n. 1.5-inch min. miI. S.O. Twin Palk I.S.O. Twin R- 4 Existing asphalt BUR ISO 95+ IL, GenFlex ISO or I.S.O. Stick Min. O.S-inch ISOGARD HD, GenFlex HD ISO Pack or I.S.O. APP-CA None APP-CA 67.5 Insulation Adhesive Stick Adhesive Min. 1.5-inch ISO 95+ GL, I. S.O. Twin I.S.O. Twin R- 5 Existing asphalt BUR GenFlex ISO Insulation Pack, I.S.O. Optional) One or more layers base insulation Pack, I.S.O. SBS-CA None SBS-CA 82.5 Stick or CR-20 Stick or CR-20 Min. 1-inch ISO 95+ GL, I.S.O. Spray S, Optional) Additional layers of base insulation I. S.O. Spray S, R-6 Existing asphalt BUR GenFlex ISO Insulation 6-inch o.c. and/ or min. 0.5-inch Tapered ISO 95+ GL, 6- inch o.c. APP- CA None APP-CA 67.5 GenFlex ISO Insulation Min. 1-inch ISO 95+ GL, Spray I.S.O. Sp y S, Optional) Additional layers of base insulation I. S.O. S S, SprayyBP -CA or Optional) BP -CA, SBS- R-7 Existing asphalt BUR GenFlex I50 Insulation 6-inch o.c. and/ or min. 0.5-inch Tapered ISO 95+GL, 6- inch o.c. SBS CA CA SBS- CA 82.5 GenFlex ISO Insulation 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 I.S.O. Spray S, APP- CA None APP-CA 52.5 Facer 6 inch o.c. Coated Glass Facer 6- 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 S, or Optional) BP -CA, SBS- SBS- CA 52.5 Facer 6- inch o.c. Coated Glass Facer 6- inch o.c. SBS-C SBS-CA CA Min. ISO 95+ GL, Additional layers of base insulation or min. 0.5- ex IS GenFlex0 Insulation or I.S.O. Spray S, inch Tapered ISO 95+GL, GenFlex ISO Insulation I. S.O. Spray S, R-10 Existing asphalt BUR RESISTA, GenFlex Coated 6-inch o.c. or Tapered RESISTA, GenFlex Coated Glass 6- inch o.c. APP- CA None APP-CA 67.5 Glass Facer Facer; Min. 0.5-inch ISOGARD HD, GenFlex HD ISO Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report F8970.01.08-2-R12 for FL984-1112 Certificate of Authorization 49503 FBC NON-HVHZ EVALUATION Revision 12: 03/28/2617 Prepared by: Robert Nleminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 65 of 73 e,,,,,, TRINITY! ERD System Substrate Base Insulation Layer Top Insulation Layer IRoof Cover (Note 14) MDP No. Notes 1 & 11) Type Attach Type Attach Base Ply Cap psf) Min. 1-inch I50 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 -CA or Optional) BP -CA, SBS- R-11 Existing asphalt BUR RESISTA, GenFlex Coated 5-inch o.c. Tapered RESISTA, GenFlex Coated Glass 6-inch o.c. SBS-CA CA SBS-CA 67.5 Glass Facer F aFacer; Min. 0.5-inch ISOGARD HD, GenFlex HD I50 Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. 0.5- GenFlex ISO Insulation I.S.O. Spray 5, inch Tapered ISO 95+ GL, GenFlex ISO Insulation I.S.O. Spray 5, R-12 Existing asphalt BUR or Tapered RESISTA, GenFlex Coated Glass APP-CA None APP-CA 37.5 RESISTA, GenFlex Coatedd 6-inch o.c. 6-inch o.c. Glass Facer Facer; Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum Fiber Roof Board 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 5, BP -CA or Optional) BP -CA, 5B5- R-13 Existing asphalt BUR RESISTA, GenFlex Coated 6-inch o.c. or Tapered RESISTA, GenFlex Coated Glass 5-inch o.c. SBS-CA CA SBS-CA 37.5 Glass Facer Facer; Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum Fiber Roof Board Existinggranuleg I.S.O. FIX II; Optional) Additional layers of base insulation I.S.O. FIX II; R-14 surface modified Min. 1-inchch I50 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 IInsulation 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 II; R- 15 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; BP -CA or Optional) BP -CA, SBS- SBS- CA 82.5 bitumen GenFlex ISO Insulation I. S.O. Twin Pack GenFlex ISO Insulation I. S.O. Twin SBS-CA CA Pack Existing granule Min. 1-inch RESISTA, I.S.O. FIX II; Optional) Additional layers of base insulation I. S.O. FIX II;I. S.O. R- 16 surface modified 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 bitumen Facer I.S.O. Twin Pack Coated Glass Facer I. S.O. Twin Pack Existing granule Min. 1-inch RESISTA, I.S.O. FIX II; Optional) Additional layers of base insulation I. S.O. FIX II;I. R- 17 surface modified GenFlex Coated Glass I.S.O. Spray S; and/or min. 0.5-inch Tapered RESISTA, GenFlex S.O. Spray 5; 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 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 I. S.O. FIX II; inch Tapered ISO 95+ GL, GenFlex ISO Insulation S. O. Spray S; I..S. O. R- 18 surface modified RESISTA, GenFlex Coated dI.S.O. Spray S; or Tapered RESISTA, GenFlex Coated Glass ITwin APP-CA None APP-CA 67.5 bitumen Glass Facer I.S. O. Twin Pack Facer; Min. 0.5-inch ISOGARD HD, GenFlex HD pack S Exterior Research and Design, L-C. d/b/a Trinityl ERD Evaluation Report F8970.01.08-2-R12 for FL984-R12 Certificate of Authorization H9503 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 fTRINITY E i6.d T TA8lE74REGOUERARPLICAIIONSi SYSTEM TYPE A=1: B QEC3 th1 t9144TI 1 t?f CE kCS F'.CC9UW 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, 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 9S+ GL, GenFlex ISO Insulation I. S.O. Spray S; or Optional) BP -CA, SBS R-19 surface modified RESISTA, GenFlex Coated I. S.O. Spray S; or Tapered RESISTA, GenFlex Coated Glass I. S.O. Twin BS-CP-CAS BS-CA CA SBS-CA 67.5 bitumen Glass Facer I.S. O. Twin Pack Facer; Min. 0.5-inch ISOGARD HD, GenFlex HD Pack ISO 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-20surfacemodifiedRESISTA, GenFlex Coated I.S.O. Spray S; or Tapered RESISTA, GenFlex Coated Glass I.S. O. Twin APP-CA None APP-CA 37.5 bitumen Glass Facer I.S. O. Twin Pack Facer; Min. 0.25-inch Dens Deck Prime or Pack SECUROCK Gypsum Fiber Roof Board 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; BP -CA or Optional) BP -CA, SBS R-21 surface modified RESISTA, GenFlex Coated S.O.I.SprayS; or Tapered RESISTA, GenFlex Coated Glass I.S. O. Twin SBS-CA CA SBS-CA 37.5 bitumen Glass Facer LS.O. Twin Pack Facer; Min. 0.25-inch Dens Deck Prime or Pack SECUROCK Gypsum Fiber Roof Board COLD -APPLIED BASE; FIRMES TONE LIQuIGARD MEMBRANE E; gOHES55 s" Min. 1- inch ISO 95+ GL, Optional) Additional layers of base insulation R-22 Existingasphalt BUR 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 p RESISTA, GenFlex Coated 6-inch o.c. GenFlex ISO Insulation or Tapered RESISTA, 6-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 R-23 Existingasphalt BUR 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 p RESISTA, GenFlex Coated 6-inch o.c. Facer; Min. 0.5-inch ISOGARD HD, GenFlex HD 6-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 R-24 surface modified GenFlex ISO Insulation or I.and/ or S.O. FIX II min. 0. 5-inch Tapered ISO 95+ GL, I.S. O. FIX II BP-CA2 or Optional) BP-CA2 or SBS-CA2 195.0 bitumen RESISTA, GenFlex Coated GenFlex ISO Insulation or Tapered RESISTA, SBS-CA2 SBS-CA2 Glass Facer GenFlex Coated Glass Facer 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-2S surface modified GenFlex ISO Insulation or I.S. O. FIX II or Tapered RESISTA, GenFlex Coated Glass I.S. O. FIX II BP-CA2 or Optional) BP-CA2 or SBS-CA2 195.0 bitumen RESISTA, GenFlex Coated Facer; Min. 0.5-inch ISOGARD HD, GenFlex HD SBS-CA2 SBS-CA2 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 Trinityl 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 Nlernmen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 67 of 73 TABLE 7A RECOVER APRLICATI '(J' aYSTE TYP A B(3, i1E[ INS LATI 61 i)h1i E[ RQ f CA11ER 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) Existing granule Min. 1-inch ISO 95+ GL, Optional) Additional•layers of base insulation I. S.O. Spray S; R- 26 surface modified GenFlex ISO Insulation or I.S.O. Spray S; and/or min. 0.5-inch Tapered ISO 95+ GL, I. S.O. Twin BP- CA2 or Optional) BP-CA2 or SBS- CA2 202.5 bitumen RESISTA, GenFlex Coated I.S.O. Twin Pack GenFlex ISO Insulation or Tapered RESISTA, SBS-CA2 SBS-CA2 Glass Facer GenFlex Coated Glass Facer 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 I. S.O. Spray S; R- 27 surface modified GenFlex ISO Insulation or I.S.O. Spray S; or Tapered RESISTA, GenFlex Coated Glass I. S.O. Twin BP- CA2 or Optional) BP-CA2 or SBS- CA2 205.5 bitumen RESISTA, GenFlex Coated I.S.O. Twin Pack Facer; Min. 0.5-inch ISOGARD HD, GenFlex HD Pack SBS- CA2 SBS-CA2 Glass Facer ISO or Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum Fiber Roof Board ASPHALTAND/ URTORCHI,A'P66BASE: N, z a '.. z`, .: x, R- 28 Existing asphalt BUR Min. 1.5-inch ISO 95+ GL, Hot Asphalt Min. 0.5-inch FiberTop Hot Asphalt BP -AA None APP-TA 97.5 GenFlexISOInsulationMin. 1.5-inch ISO 95+GL, BP -AA or Optional) One or more SBS- AA or R- 29 Existing asphalt BUR GenFlex ISO Insulation Hot Asphalt Min. 0.5-inch Fiber Top Hot Asphalt SBS AA BP - AA, SBS-AA or APP- APP TA 120. 0 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- 30 Existing asphalt BUR GenFlex ISO Insulation Hot Asphalt Gypsum - Fiber Roof Board Hot Asphalt SBS AA BP - AA, SBS-AA or APP- APP- TA 225. 0 A 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 BP - AA, SBS-AA or APP- APP TA 422. 5 TA 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 BP - AA, SBS-AA or APP- APP TA 520. 0 A Min. 1.5-inch ISO 95+GL, Min. 0.25-inch Dens Deck or SECUROCK I.S.O. Twin BP -AA or Optional) One or more SBS- AAor R- 33 Existing asphalt BUR GenFlex ISO Insulation I. S.O. Twin Pack Gypsum - Fiber Roof Board Pack SBS-AA BP - TA 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 GenFlexISOInsulationGypsumFiberRoofBoardMin. 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 SBS- AA or APP- APP TA 120. 0A TP-AA, Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. 0.5- R- 36 Existingasphalt BUR pGenFlex ISO Insulation or I.S.O. Spray S, inch Tapered ISO 95+ GL, GenFlex ISO Insulation I.S.O. Spray S, BP -AA or Optional) APP-TA APP-TA 97.5 RESISTA, GenFlex Coated 6-inch o.c. or Tapered RESISTA, GenFlex Coated Glass 6-inch o.c. SBS-AA Glass Facer Facer; Min. 0.5-inch FiberTop C, E or S Exterior Research and Design, LLC. d/b/a Trinity FRO 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 68 of 73 RINITY! ERD 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, Additional layers of base insulation or min. 0.5- R-37 Existingasphalt BURp 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 Optional) One or more 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 5 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 150 95+ GL, GenFlex ISO Insulation I.S.O. Spray S, R-38 Existing asphalt BUR RESISTA, GenFlex Coated 6-inch o.c. or Tapered RESISTA, GenFlex Coated Glass 6-inch o.c. SBS-TA Optional) SBS-TA SBS-TA 127.5 Glass Facer Facer; Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum Fiber Roof Board 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, A or Optional) One or moreR-39 Existing asphalt BUR RESISTA, GenFlex Coated 6 inch o.c. or Tapered RESISTA, GenFlex Coated Glass 6-inch o.c. BS-AASBS- BP -AA, SBS AA SBS-AA 157.5 Glass Facer Facer; Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum Fiber Roof Board 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, R-40 Existing asphalt BUR RESISTA, GenFlex Coated 6-inch o.c. or Tapered RESISTA, GenFlex Coated Glass 6-inch o.c. APP-TA Optional) APP-TA APP-TA 232.5 Glass Facer Facer; Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum Fiber Roof Board Min. ISO 95+ GL, Additional layers of base insulation or min. 0.5- lex IS GenFlexISOInsulation or I.S.O. Spray 5, inch Tapered ISO 95+ GL, GenFlex ISO Insulation I. S.O. Spray S, BP -AA or R-41 Existingasphalt BUR pRESISTA, GenFlex Coated 6-inch o.c. or Tapered RESISTA, GenFlex Coated Glass p6-inch o.c. 565-AA Optional) APP-TA APP-TA 240.0 Glass Facer Facer; Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum Fiber Roof Board Existing granule Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. O.5- R- 42 surface modified GenFlex ISO Insulation or I. S.O. Spray S pyinch Tapered ISO 95+ GL, GenFlex ISO Insulation I. S.O. Spray S pyBP - AA or Optional) APP-TA APP-TA 97.5 bitumen RESISTA, GenFlex Coated or Tapered RESISTA, GenFlex Coated Glass SBS-AA Glass Facer Facer; Min. 0.5-inch FiberTop C, E or S Existing granule Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. 0.5- R- 43 surface modified GenFlex ISO Insulation or I. S.O. Spray S inch Tapered ISO 95+ GL, GenFlex ISO Insulation pI. S.O. Spray S BP- AA or Optional) One or more SBS- AA 120.0 bitumen RESISTA, GenFlex Coated or Tapered RESISTA, GenFlex Coated Glass SBS-AA BP -AA, SBS-AA 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. O.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 S.O. Spray S; or Tapered RESISTA, GenFlex Coated Glass I. S.O. 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 Pack SECUROCK Gypsum Fiber Roof Board Exterior Research and Design, I..I..C. d/b/a Trinity ERD Evaluation Report F8970.01.08-2-1112 for FL984-1112 Certificate of Authorization 49503 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 yM J I ERD SYSTEMTYPEA1 BO,, tEt},If SI LATI& BC)P bEDROOF OVE r 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, 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; A or Optional) One or moreR-45 surface modified RESISTA, GenFlex Coated I.S.O. Spray S; or Tapered RESISTA, GenFlex Coated Glass I.S.O. Twin BS-AASBS- BP -AA, SBS-AA SBS-AA 157.5 bitumen Glass Facer I.S.O. Twin Pack Facer; Min. 0.25-inch Dens Deck Prime or Pack 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, SBS- R-46 surface modified RESISTA, GenFlex Coated 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 Glass Facer Facer; Min. 0.25-inch Dens Deck Prime or TA 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 I.S.O. Spray 5; 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.C. Twin Pack or Tapered RESISTA, GenFlex Coated Glass I.S.O. Twin AA or APP- Optional) APP-TA APP-TA 202.5 bitumen Glass Facer Facer; Min. 0.25-inch Dens Deck Prime or Pack TA SECUROCK Gypsum Fiber Roof Board Min. 1.5-inch, min. 1.25 Min. 0.25-inch Dens Deck or SECUROCK BP -AA or Optional) One or more SBS-AA orR-48 Existingasphalt BURp pcf ASTM C578 EPS CR-20 Gypsum -Fiber Roof Board CR-20 SBS AA BP -AA, SBS-AA or APP- APP TA 87.5 board TA R-49 Existing asphalt BUR Min. 1.5-inch ISO 95+ GL, CR-20 Min. 0.25-inch Dens Deck Prime or SECUROCK CR-20 56S-TA None SBS-TA 127.5 GenFlex ISO Insulation Gypsum Fiber Roof Board Min. 1.5-inch, min. 1.5 Min. 0.2S-inch Dens Deck or SECUROCK BP -AA or Optional) One or more SBS-AA orR-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 orR-51 Existing asphalt BUR GenFlex ISO Insulation CR-20 Gypsum -Fiber Roof Board CR-20 SBS AA TAP AA, SBS-AA or APP- APP TA 225.0 Min. 1.5-inch, min. 2.0 Min. Dens Deck or SECUROCK or Optional) One or more SBS-AA or R-52 Existing asphalt BUR pcf ASTM C578 EPS CR-20 CR-20 Bp -AA, SBS-AA or APP- 225.0 board um-Fi erGypsum -Fiber Roof Board SBS- BP-AA SBS-AA TA APP-TA SELF EIDHERING BASE,,,•'' d 3, '', R-53 Existing asphalt BUR Min. 1.5-inch ISO 95+ GL, I.S.O. FIX II Tapered ISO 95+GL, GenFlex ISO Insulation I.S.O. FIX II BASEGARD Optional) SBA -AA, SBS- SBS-AA, SBS-TA or 45.0 GenFlex ISO Insulation SA TA or APP-TA APP-TA Existing granule Min. 1-inchMin. 1-inch ISO 95+ GL, Optional) Additional layers of base insulation gASEGARDB O tiOptional) SBA -AA, SBS SBS-AA, R-54 surface modified Insulation I.S.O. FIX II and/or min. 0.5-inch Tapered ISO 95+ GL, I.S.O. FIX II APP-TA SBS-TA or 195.0 bitumen GenFlex ISO Insulation APP-TA Exterior Research and Design, LI-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: 03/29/2017 Prepared by: Robert Nieminen, PE-59166 Firestone Building Products Company, LLC; (800) 443-4272 Appendix 1, Page 70 of 73 J TRINITYERD TABLE 7A RECV APPLICATI'6N5 ys'q T PEA-1: B }h3i?Ef I ;ULAT d C;ECi (fit F i 11EB 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) 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 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 BASEGARD R-57 surface modified RESISTA, GenFlex Coated I.S.O. FIX II or Tapered RESISTA, GenFlex Coated Glass I.S.O. FIX II SA Optional) SBA -AA SBS-AA 187.5 bitumen Glass Facer Facer; Min. O.5-inch ISOGARD HD, GenFlex HD ISO 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 BASEGARD Optional) SBS-TA or SBS-TA orR-58 surface modified RESISTA, GenFlex Coated I.S.O. FIX II or Tapered RESISTA, GenFlex Coated Glass I.S.O. FIX II SA APP-TA APP-TA 195.0 bitumen Glass Facer Facer; Min. 0.5-inch ISOGARD HD, GenFlex HD ISO 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 BASEGARD Optional) SBA -AA, SBS- SBS-AA, R-59 surface modified I.S.O. FIX II or Tapered RESISTA, GenFlex Coated Glass I.S.O. FIX II SBS-TA or 82.5 bitumen RESISTA, GenFlex Coated Facer; Min. 0.25-inch Dens Deck Prime or SA TA APPTAor - APP TAGlassFacer 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 GenFlex ISO Insulation I.S.O. Twin Pack Optional) One or more layers base insulation Pack SA TA or APP-TA SBS-TA or 157.5 APP-TA Existing granule Min. 1-inch ISO 9S+ GL, Optional) Additional layers of base insulation I.S.O. Twin BASEGARD Optional) SBA -AA, SBS- SBS-AA, R-61 surface modified enex nsuaonGenFlexISOinsulation I.S.O. Twin Pack and/or min. O.5-inch Tapered ISO 95+ GL, PackPk SA TA APPTAor - SBS-TA or 202.5 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, GenFlexp 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.S-inch ISO Twin BASEGARD Optional) SBA -AA, SBS- SBS-AA, R-64 Existing asphalt BUR 95+ GL, GenFlex ISO I.S.O.. S.O. S.O. Twin Pack Min. 0.5-inch ISOGARD HD, GenFlex HD ISO Pack SA TA or APP-TA SBS-TA or 157.5 Insulation 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 #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 71 of 73 RD TABLE 7A: RECOVER APPLICATIONS YSiEMkTYPEA!- BPNDE INSULATIO BONDEfi ROOF, Mf: CiUER 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, Additional layers of base insulation or min. 0.5- Existing granule inch Tapered ISO 95+ GL, GenFlex ISO Insulation R-6S 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 bitumen dRESISTA, GenFlex Coated Facer; Min, 0.5-inch ISOGARD HD, GenFlex HD Pack SA Glass Facer ISO Min. 1-inch ISO 95+ GL, Additional layers of base insulation or min. 0.5- Existing granule inch Tapered ISO 95+ GL, GenFlex ISO Insulation R-66 surface modified GenFlex ISO Insulation 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 dRESISTA, GenFlex Coated Facer; Min. 0.5-inch ISOGARD HD, GenFlex HD Pack SA APP-TA APP-TA Glass Facer ISO 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 I.S.O. Twin BASEGARD Optional) SBA -AA, SBS- SBS-AA, R-67 surface modified I.S.O. Twin Pack or Tapered RESISTA, GenFlex Coated Glass SBS-TA or 82.5 bitumen RESISTA, GenFlex Coated Facer; Min. 0.25-inch Dens Deck Prime or Pack SA TA or APP-TA 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 I50 Insulation GenFlex ISO Insulation SA TA or APP-TA APP TA Min. 1-inch I50 95+ GL, I.S.O. Spray S, Optional) Additional layers of base insulation I.S.O. Spray S, BASEGARD Optional) SBS-TA or SBS-TA or R-69 Existing asphalt BUR and/or min. 0.5-inch Tapered ISO 95+ GL, 210.0 GenFlex ISO Insulation 6-inch o.c. GenFlex ISO Insulation 6-inch o.c. SA APP-TA APP-TA Min. 1-inch ISO 95+ GL, I.S.O. Spray S, Optional) Additional layers of base insulation I.S.O. Spray S, BASEGARD R-70 Existing asphalt BUR and/or min. 0.5-inch Tapered ISO 95+ GL, Optional) SBA -AA SBS-AA 247.5GenFlexISOInsulation6-inch o.c. GenFlex ISO Insulation 6-inch o.c. SA Existing granule Min. 1-inch RESISTA, Optional) Additional layers of base insulation R-71 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) SBA -AA SBS-AA 187.S 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. O.S-inch Tapered RESISTA, GenFlex I.5.0. Spray S, BASEGARD Optional) SBS-TA or SBS-TA or 202.S Facer 6-inch o .c. Coated Glass Facer 6-inch o.c. SA APP-TA APP-TA Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report 1`8970.01.08-2-1112 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 72 of 73 ERD 7 ABLE iA7 RECOVER APPLICATIONS SYSTEM TYPE -i: RCTfJCpEC1 ISULAiIO,1, B?C1[3E7 ROOF I OUEi 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 6-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 5 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 9S+ 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 RESISTA, GenFlex Coated 6-inch o.c. or Tapered RESISTA, GenFlex Coated Glass 6-inch o.c. SA APP-TA APP-TA 217.5 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 SBS-AA, GenFlex ISO Insulation or BASEGARD Optional) SBA -AA, SBS- R-79 surface modified RESISTA, GenFlex Coated I.S.O. Spray S or Tapered RESISTA, GenFlex Coated Glass I.S.O. Spray S SA TA or APP-TA SBS-TA or 82.5 bitumen Glass Facer Facer; Min. 0.25-inch Dens Deck Prime or APP-TA SECUROCK Gypsum Fiber Roof Board Additional layers of base insulation or min. 0.5- Min. ISO 95+ GL, inch Tapered ISO 95+ GL, GenFlex ISO Insulation SBS-AA, R-80 Existing asphalt BUR lex ISGenFlexISO Insulation 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 dRESISTA, GenFlex Coated 6-inch o.c. 6-inch o.c. SA TA or APP-TA Glass Facer Facer; Min. 0.25-inch Dens Deck Prime or APP-TA 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 Min. 1.5-inch ISO 95+ GL, BASEGARD Optional) SBS-TA or SBS-TA or R-82 Existing asphalt BUR GenFlex ISO Insulation CR-20 Optional) One or more layers base insulation CR-20 SA APP-TA APP-TA 210.0 R-83 Existing asphalt BUR Min. 1.5-inch ISO 95+ GL, CR-20 Optional) One or more layers base insulation 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 F8970.01.08-2-1112 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, L-C; (800) 443-4272 Appendix 1, Page 73 of 73 Windstorm Door Installation Instructions For Use With FL 4553 Max-. DOOC MBX.; Mln. 4Design Lock ;Side Type Conf ggration Size Gauge Load. ; Min. -Latch Throw (in) Min. Latch : Hardware"Type Strength (lbf)' Psf). Medallion• Legion Cylindrical Lock, Ultra' Inswirr 30"x 70/z" 18 60 " c lindrical` 630 Mortise Lock Regerit Outswing-- Singe 3/a" mortise Deadbolt not Omega_,required)" Fuego Medallion' Legion,., z" cylindrical; 1" deadlock',' Cylindrical Lock x Ultra": Inswing/ 30 x•70 3/a" mortise 1" deadbolt ' Deadlock :Mortise Regent Outswng"" " .; Single; z" act latch,_1" deadbolt- Lock w/deadbolt, Omega ICL) . Interconnected lock Fue 'o . Medallion Legion Mortise; Lock Ultra' Outswing 30 x 80 l& 60 3/a" mortise 1" deadboltH 720 w/deadbolt" Rim Regent Single n/a rim/vertical rod exit Exit, Vertical Rod Ome a " Exit Medallion Cylindrical Lock, Legio"n 1/z" cylindrical Mortise Lock Ultra Outswing 30 x•70 18 60 3/a" mortise lock' 63'0 Deadbolt-(Dead ' Regent Single," n/a mortise/rim/vertical required), Mortise Omega rod exit Exit, Rim Exit; Fuego.Vertical Rod Exit Medallion Legion Mortise Lock Ultra" Outswing ." 40 x 80- 16 70 3/a" mortise 1" deadbolt 1120 w/deadbolt , Regent Single n/a rim/vertical rod exit Rim Exit, Vertical Omega Rod Exit Fuego Mortise Lock" Medallion w/deadbolt {active)" Legion 80 x 80 3/4" mortise, l" deadbolt / Surface" Bolts VerticalUltra - Outswing Pair 16 70 11/4" surface bolt 1120 inactive), Regent n/a rim/vertical rod exit Rod x Vertical Rod Omega Exit, Rim Exit x Mullion" Stiffness 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. P:CecoDoor SE , - • - Windstorm Door Installation Instructions For Use With FL 4553 Door 7nf Max. Min. Design- Min' -Latch ',:Throw Lock YOYp Conf i g u ra t i go n Size Gauge Load in, LatchStrength HardwareType e psflbf): Mortise Lock Outswing 80 x 8016 4 mortise, "V,',,d ead bolt W /deddbolt (active) Fuego Pa' ir 70 1%" surfzice bolt 1120 Surface Bolts inactive) Medallion Regeq_ Inswing[' 11_111 40 x,,' 0 14 3/4" m ortise,.A?'. dead bolt 2400 Multi -Point Lock-' Im'perial", Outswing:' Single e w/,deadbolt, Medallion Mti- por416ck"' 86ad'661t Regent I wihgl,, 80,x 80 14 adbolt 2400 active), Imperial, Outswihg, Pair, 150'_1 bolt' Surface Bolts inactive ::,' Trio- Inswing/ 30 x 70 1/2" Cy Ilridricar k, CylindHca'Lo.c 18 10 0 3 mortise lock 6to Nortise Lock w/ Trio-E Outswing Single' d' ddU It function, 5ic*Trio- Outswing 30 x 70 Single 18 10 m exit 5'0'6 Rim Exit' Trio-E Z-' Cylindrical Lock'x I' drical 2_cy "in Deadlock,, Mortise W**Trio Inswing/. 6Q x 70 i"deadloc OLockz_w deadbolt 4 Trio' E Outs Pair 8 70 C 3/ 4 'mottise 16 1; 735' fu nctionj6ctive), bolt FiushBolt 6r',:.-' Surface Bolt, (In- CylindricalLa noInswing/ 40, x, 80 18 701, 1 ZO" Mortise Lock w/ Trio-E d6ts Wing,',,', Single 4" mortise Ioc dead"It function Trio utswing 40 x 80 7 0 exit 1120 m Exits Rim f", Tri o - E Single Rim Exit exit 4" rim'exit, x3/4"rirn A X Hardware Mullion Trio 80 x 80 18 70 Tri61'-"'E Outswjng Pair 3/4" Vertical Rod ,'f,Exit x. V6eticaklkod Exit x 3/4"Vertital Rod Exit Vertical Rod Exit Cylindrical Loc'k.x Deadlo&','.. Mortise k Trio- Ipswing/ 80 x 80 18 70 2",CyIi11 cylindrical'" 1" de6dlock 1,120-1w/ Deadbolt Trio-E Outswing Pair 3/4Mortise lock", e) Function ( active) Flush Bolt or Surface BoltInactive) 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. MCOCODoor I I Page 2 of 14 ASSAABLOY Windstorm Door Installation Instructions For Use With FL 4553 Max r Lock Door Max Min Design x ,,.,. Min Latch Configuration Min. Latch Throw (in) Hardware Type Type Size Gauge Load Strength sf x. Ibf Q F. Cylindrical Lock, Imperial. Inswing/R 30 x 70 n 18 60 1/2" cylindrical. 630 Mortise Lock Versadoor Outswing Single 3/a" mortise Deadbolt not " re uired I Yz cylindrical 1 deadlock Gyhp4rical Lock x Imperial Inswing/ , 30 x; 70 Single 70 3/a 'mortise, 1' de adbolt k 735 D, eadl ortise :. ock,'''M Lock w/deadbolt; ' Versadoor Outswingi z act latch, 1 ,deadbolt Interconnected . ICL) lock Imperial' Inswing/ ', 30 x 80 18 60 3 a" mortise, 1,' deadbolt720. Mortise Lock " Versadoor Outswin Sm'le; w/deadbolt C lindreal'Lock, 1/2".cylindrical Mortise Lock;, Imperial Outswing 30 x 70 18 60 3/4mortiseo 630 Deadbolt not" Versadoor Single n/a mortise/rim/verticalregwred), Mortise, rod exit Exit, Rim Exit, n ` Ve"rtical`Rod Exit Mortise Lock •> Imperial 30 x 80 3/a" mortise, 1' deadbolt w/deadbolt, Rim Versadoor.." O,utswing Single 18 60 n/a rin/verticalrod„exit 720: ,Y, Exit, Vertical Rod,- Exit Imperial ; Inswing/; 40 x 80 16 Y +/ 70 3 a" mortise .1'. deadbolt 1120; Mortise'Lock ' Versadoor Outswin i Sin Ile— w/deadbolt 77, Mortise Lock Imperial Outswing 40 x 80, 16 3/a' mortise 1-' deadbolt 1120 deadbolt Versadoor Single s+/ 70 n/a rim/vertical rod exit Rim Exit, Vertical,';, Rod Exit Imperial Outswing' 60 x 70 18 60 n/a rim'exrt 6' 60, ', Rim Exit x ullionM Versadoor Pair Mortise Lock Imperial Outswing, 80 x 80 16 °' 7A 3/a mortise 1" deadbolt / 1120 w/d;eadbolt'"; Versadoor Pair 1:/a„" surface bolt` active) %Surface Bolts inactive Imperial ` Inswing/ 40 x 80 14 . 3/4 mortise '1` deadbolt 2400 -' Multi -Point Lock Outswin Single 150 . w/deadb.ok, Multi -Point Lock w/deadbolt Imperial Inswing/ ' 80 x 80 14 3/a mortise, 1" deadbolt / 2400 Active) Outswing Pair 150 1.. /a" 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. Page of SS , B• Windstorm Door Installation Instructions For Use With FL 4553 VerticTclly SStifffenedT Door CONS RUC ION DETAILS LOCK AND HINGE EDGES ARE REVELED 1/8' IN 2 (11E) SQUARE EDGE OP710NAL HINGE PREPARATION 14 GAGE CLOSER RECESSED 16 GAGE TOP CHANNEL R( OPTIONAL) IS WELDED TO BOTH FACE SHEETSOPTIONAL) FIBERGLASS INSULATION BETWEEN 18 GAGE CAP CHANNEL IS SCREWED STIFFENERS — MINIMUM TO INVERTED CHANNEL (OPTIONAL). DENSITY 0.5 PCF l/\( CLOSER REINF. II 14Ga 6"x20" BOTTOM FACE SHEET F, 1Z i EDGE VERTICAL SECTION THRU TOP of DOOR STANDARD: CENTER EDGE SEAM r( VER"ITCAL EDGE SEAMS ARE VISIBLE WITH 18 GAUGE JpS S J ` BACKUP CHANNEL FULL HEIGHT OF DOOR I> it WITH OPTIONAL RONDO FILLED OR WELDED If1 SEAMLESS EDGE AVAILABLE J I iD TOP FACE SHEET f > J OPTIONAL- TAB & SLOT MECHANICAL INTERLOCK T WELD SEAMED EDGES GROUN SMOOTH ARE OPTIONAL 1 j_ HINGE 3/4' EDGE LOCK PREPARATION — HORIZONTAL SECTION THP,U LOCK EDGE RECESSED 16 GAGE BOTTOM CHANNEL IS SPOT WELDED TO BOTH FACE SHEETS I — VERTICAL SECTION THRU BOTTOM OF DOOR Note: 1. D,a.mg No; To Scale 22 GAGE FORMED STEEL STIFFENERS 20 GAGE AND GALA STEEL OPTIONAL) POSITIONED NOT MORE THAN 6" APART AND SPOT WELDED TO BOTH FACE SHEETS AT 5" O.C. MAX L. II Il HORIZONTAL SECTION THRU VERTICAL STIFFENER Medallion Steel -Stiffened Core Door Details Page 4 of 16 HINGE PREPARATION BOTTOM FACE SHEET Windstorm Door Installation Instructions For Use With FL 4553 TRIO DOOR CONSTRUCTION DETAILS 14 GAGE CLOSER REINFORCEMENT OPTIONAL) TOP FACE SHEET LOCK PREPARATION LOCK EDGE IS BEVELED 1/3 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 8. BOTTOM SKIN 18 GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). POLYURETHANE INSULATION BETWEEN STIFFENERS DENSITY : 1.8-2.0 LBS/CUBIC FOOT LOCK EDGE FACE SHEETS 18 GAGE CRCO STEEL (STANDARD) 15 GAGE CRCO STEEL (OPTIONAL) a\ GALVANIZED (ASO) STEEL (OPTIONAL) OPTIONAL CONTINUOUS BEAD OF STRUCTURAL ADHESIVE APPLIED TO BOTH J FLANGES OF BOTTOM SKIN tflj-L- 22 CA VERTICAL SECTION LINER THRU TOP OF DOOR 15 OR 18 CA. (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 ST HORIZONTAL SECTION CECTAB SLDARD' SLOTTHRU 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 CA LIMIER 22 CA STIFFENER HORIZONTAL SECTION THOU VERTICAL STIFFENER INVERTED ( IS GAGE MIN., 14 GA. MAX.) EOTTOM CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 22LICA r---;4 iJER 5/8'' MIN. I MAX. VERTICAL SECTION THRU BOTTOM OF DOOR Trio Steel - Stiffened Core Door Details ti iD## Windstorm Door Installation Instructions For Use With FL 4553 TRIO—E DOOR CONSTRUCTION DETAILS 14 GAGE CLOSER REINFORCEMENT HINGE (OPTIONAL) REPARATION POLYURETHANE INSULATION o BETWEEN STIFFENERS DENSITY 1.8-2.0 LBS/CUBIC FOOT BOTTOM FACES SHEET p TOP FACE SHEET LOCK PREPARATION FACE SHEETS 18 GAGE CRCO STEEL (STANDARD) 18 GAGE CRCO STEEL (OPTIONAL) GALVANIZED (A40) STEEL (OPTIONAL) D02S,6B LOCK EDGE OPTIONAL CONTINUOUS BEAD OF STRUCTURAL AD::ESIVE APPLIED TO BOTH FLANGES OF BOTTOM STUN LOCK EDGE IS BEVELED 1/8' IN 2" HIMCE EDGE IS PERPENDICULAR TO -ACES HINGE BA.CKSET IS 1/4 (VARIES PER CONDITION) INVERTED (15 GAGE MIN.. 14 GA. MAX.) TOP CHANNEL SPOT OR PROJECTION WELDED TO TOP &- BOTTOM SKIN IS GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). mLAI Tn 0 2 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. LINER J _ I_ VERTICAL EDGES ARE CECG S STANDARD HORIZONTAL SECTION TAE & SLOT THRU LOCK EDGE MECHANICAL INTDRLOCK STANDARD 22 GAGE (20 or 18 GAGE ORTIONA.L) FORMED STEEL STIFFENERS, POSITIONED NOT MORE THAN 0" APART. AND WELDED TO 22 GAGE LINER (5' UC MAX.). I _ i I-- 22 GA LINER 22 GA STIFFENER I HORIZOI JTAL SECTION THRU VERTICAL STIFFENER INVERTED (18 GAGE MILL, 14 GA.. MP.:<.) 80TTOM CHANNEL SPOT OR PROJECTION vJ=TIDED TO TOP 2.: BOTTOM SKIN zir 1 N K I_II Ij 5/8.. MIN. J - 1' M,AX. VERTICAL SECTION THRU oOTTOiy4 OF DOOR Trio-E Steel -Stiffened Core Door Details 1 1 I Page • of • i S1, f R Windstorm Door Installation Instructions For Use With FL 4553 HINGE PREPARATION See Section "E" of R3791\ Volume 1 for Hinge Options) BOTTOM FACE SHEET HINGE EDGE Glazed Trio/Trio—E CONSTRUCTION DETAILS 14 GAGE CLOSER REINFORCEMENT REOUIRED WITH RIM EXITS POLYURETHANE INSW_ATION BETWEEN STIFFENERS DENSITY 1.S-2.0 I_NF?S/CUBIC FOOT LOCK EDGE IS BEVELED 1/8' IN 2" HI,!GE EDGE IS PERPENDICULAR TO FACES HINGE BACKSET IS 1/4" (VARIES PER CONDITION) INVERTED (15 GAGE MIN., 14 CA. MAX.) TOP CHANNEL SPOT OR PRO'ECI'ION WELDED TO TOP & BOTTOM SKIN CAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). m 22 GA VERTICAL SECTION LINER THRU TOP OF DOOR 16 OR 1£ GA. (WELDING- OPTIONAL) VERTICAL EDGES ARE WELDED THE FULL HEIGHT OF DOOR ADD DRESSED SMOOTH TO OBTAIN COMPLETELY SEAMLESS HINGE AND LOCK EDGES. EDGE —f STIFFENER 22 GA 1-3/4'' I_li IE'R 1 J_ VERTICAL EDGES ARE III TAB STANDARD HORIZONNTAL SECTION TAg P.< SLOT THRU LOCK EDGE MECHANICAL INTERLOCK LOCK EDGE TOP EACE 'HEE l; (See Section "F"& "G" of R3791 Volume 1 for Lock Options) TOP FACE SHEET FACE SHEETS 1£ GAGE CRCO STEEL (STANDARD) GAGE CRCO STEEL (OPTIONAL) GALVANIZED (450) STEEL (OPTIONAL) OP-11ON4L CONTINU JUS 'E=:D OF STRUCTURAL ADHESIVE A=:=UEO TO SOTH NCc 'J 80110u SKIF! STANDARD 22 GAGE (20 - 1£ GAGE OPTIONAL) FORMED STEEL STIFFENERS, POSITIONED NOT MORE THAN o'' APART, AND WELDED TO 22 GAGE LINER (5 O.0 MAX.). 22 GA LINER 22GA STIFFENER HORIZONTAL SECTION THRU Trio-E VERTICAL STIFFENER STANDARD 22 GAGE (20 or 1£ GAGE OPTIONAL) FORMED STEEL STIFFENERS, POSITIONED NOT MORE THAN o' APART, AND 'WELDED TO 22 GAGE LINER (5 0-C MAX,)_ 22 GA LINER 79 GA STIFFENER I HORIZONTAL SECTION THRU Trio VERTICAL STIFFENER INVERTED (18 GAGE MIN_ 14 GA. MAX.) BOTTOM CH4jL!7L SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN d pI 1 Y 7 2 G.A LINER w u 3/EMIDI. ILA` VER11CAL SECTION THRU BOTTOM OF DOOR Glazed Trio/Trio-E Core Door Details Available with Rim Exit or Vertical Rod Only) 111 Page 7 of A , - • 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 & BOTTOM SKIN 14 GAGE CLOSER REINFORCEMENT HINGE OPTIONAL) PREPARATION 4j POLYSTYRENE CORE: 1 Ib/ft' ILL LISTED ASSEMBLE PP DTO BITH OTHADSSIDES). FACEBOTTOMSHEET\ o TOP FACE SHEET LOCK PREPARATION LOCK EDGE18 GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). CLOSER REINF. 14GA. a 20' LONG Option ol) I J VERTICAL SECTION THRU TOP OF DOOR VERTICAI- EDGES ARE CECOS STANDARDTAB & SLOTMECHANICALINTERLOCKWELD SEAMED EDGES GROUND SMOOTHAREOPTIONAL1 - 3/4' OPTIONAL: CENTER EDGE SEAM VERTICAL EDGES ARE CONTINOUSLY WELDED WITH 18CA MINIMUM BACKUP ANGLE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN SEAMLESS HINGE & LOCK EDGES 1- 3/4" HORIZONTAL SECTION THRU LOCK EDGE INVERTED ( 18 GAGE MIN- 14 GA. MAX.) BOTTOM CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 5 8 MIN I" MAX. Polystyrene Core Door Details A— 4 \„ A • w__" VERTICAL SECTION THRU BOTTOM OF DOOR Page 8 of 16 Windstorm Door Installation Instructions For Use With FL 4553 Honeycomb Core Door CONSTRUCTION DETAILS HINGE P REP AP HINGEEDGE DO B LOCK EDGE iS BEVELED 1/8' IN 2" Q:1(,) SOU.ARE EDGE OPTIONAL iNVERTED (16 GAGE MIN., 14 GA. M.AX..) TOP CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 18 GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). CLOSER REINS. 14G.A. ,: 2D" LDNG 10piionoU I VERTICAL SECTION THRU TOP OF DOOR LOCK VERTICAL EDGES ARE CECO S STANDARD EDGE" TAB & SLOT MECHANICAL INTERLOCK WELD SEAMED EDGES GROUNJ SMOOTH ARE PTIDNAL r PTHINAL CENTER EDGE SEAM VERTICAL EDGES ARE CONTIiJOUSLY WELDED WITH 1 BGA MINIMUM BACKUP AIV G Lc FULL HEICHT DF DOOR AND DRESSED SMOOTH TO OBTAIN SEAMLESS HINGE & LOCK EDGES 1 1-3/4' HORIZONTAL SECTION THEN LOCK EDGE INVERTED (18 GAGE MIN- 14 GA., MAX.) 3OTTOM CHANNEL SRDT OR PROJECTION 41ELDED TO TOP & BOTTOM SKIN F- 5/8' MIN. 11 MAX. VEP.TIC.AL SECTION THRU BOTTOM OF DOOR Honeycomb Core Door Details fit Page 9 of 16 Windstorm Door Installation Instructions For Use With FL 4553 Polyurethane Foam Core Door CONSTRUCTION DETAILS HINGE PPEPAR BI FACT EMBOSSED SK OPTIONAL HINGE EDGE LOCK EDGE IS BEVELED 1/8" IN 2" (146) SQUARE EDGE OPTIONAL INVERTED (16 GAGE MIN., 14 GA.. MAX) TOP CHANNEL SPOT R PROJECTION WELDED TO TOP S BOTTOM SKIN 18 GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). CLOSER REINF. 14G A, x 20" LONG C ptlon al) M CORE VERTICAL SECTION THOU TOP F DOOR LOCK VEP.TIC.AL EDGES ARE CECO'S STANDARD EDGE TAB Q SLOT MECHANICAL INTERLOCK WELD SEAMED EDGES GROU N SMOOTH APE OPTIONAL OPTIDNAD CENTER EDGE SEAM VERTICAL EDGES ARE CONTINOUSLY WELDED WITH i8GA MINIMUM BACKUP ANGLE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN SEAMLESS HINGE & LOCK EDGES L HDRiZOINTAL SECTION THOU LOCK EDGE INVERTED (18 GAGE MIN., 14 GA. MAX.) BOTTOM CHANNEL SPOT R PROJECTION WELDED T TOP S BOTTOM SKIN 5 /8" MIN J P-1 I MAX. VERTICAL SECTION THRU BOTTOM OF DODO Polyurethane Core Door Details W ill Page 10• • Windstorm Door Installation Instructions For Use With FL 4553 Minerol Core Door CONSTRUCTION DETAILS HINGE PREPARATION BOTTOM — FACE SHEET HINGE EDGE 14 GAGE CLOSER REINFORCEMENT OPTIONAL) US GYPSUM FIREDOOR COREBOARD Assemble With Adhesive Applied To Both Surfaces) TOP FACE SHEET LOCK PREPARATION PREPARATION D0262B LOCK EDGE LOCK AND HINGE EDGES ARE 6EVELED 1/5" IN 2" ,1 16) SQUARE EDGE OPTIONAL RECESSED 16 GAGE TOP CHANNEL IS WELDED TO BOTH FACE SHEETS 18 GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). 3/16' —m CLOSER REINF. 14Gox6"x2O" VERTICAL SECTION THRU TOP OF DOOR STANDARD: CENTER EDGE SEAM VERTICAL EDGES ARE CONTINOUSLY WELDED WITH 18GA MINIMUM BACKUP ANGLE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN SFAMLESE HINGE & LOCK EDGES OPTIONAL: TAB & SLOT MECHANICAL INTERLOCK WELD SEAMED EDGES GROUND SMOOTH ARE OPTIONAL 3/4" I HORIZONTAL SECTION THRU LOCK EDGE RECESSED 16 GAGE BOTTOM CHANNEL IS SPOT WELDED TO BOTH FACE SHEETS 3/16" ICI VERTICAL SECTION THRU BOTTOM OF DOOR Mineral Core Door Details le111i Page I I of q i.. `1k:.A 1B' M. Windstorm Door Installation Instructions For Use With FL 4553 varie< 1.3125" 0430' J L656" -- 4650° 187' LAZING SHII AS NEEDED 625"-GLAZING (UPTIONAL) 1/4' MAKROLON POLYCA.RBONATE 1.500 — SHEET BY SHEFFIELD PLASTICS TYPE 1 VISION LIGHT KIT OS OPTIONAL ** SEELIMITATIONSBELOW PROFILES 22 1/2' M.Ax 1_.656' --{ — MIN EXPOSED GLASS r 6" MIN 0,750' nin. 33 1/2" MAX, NOTEEXPOSED SURROUND CHANNEL GLASS LENGTH IS EOUA.L TO CUT-OUT IN DOOR FOR VISION LIGHT KIT. GL L4rvuniHiLu u, raga ruw,i BE GLAZED WITH DOW CORNING 995 SILICONE MULTIPLE KITS NOT ALLOWED GLAZING GLA. SSLAM SAFETY PLUS 2 LAMINATED GLASS TYPE 2 VISION LIGHT KIT SEE LIMITATIONS BELOW — 2e,^ MAX s° ExPnDSE IN GLASS 6' M I I\! 6 6' MAX, EXPOSED GLASS MULTIPLE KITS ALLOWED IOW CORNING 195 SILiCCINE DESIGN LOAD 60 PSIF DESIGI L P.D = +/- 60 PSL IMPACT RATING = 350 FT LBF I M'DA.CT R=••.i i\IG = S5' T LD NOT AVAILABLE WITH TRIO OR TRIP-E VISION LIGHT KIT DETAILS NOTES i _. .i E G- V S 0 LICIT KIT PF PER VISiOIV LIGHT i ., H C' CORNER WELD--..;. v Sr,.Ew :-_ _ S. Ar.:•. _. -_ CENTER DETAIL G sS4_-n S. _T PLUS _ _-.i.-T_n C SS r AT EACH CORniER ) F!"NINEL D, P7L• rrPDE:NrTE -E_T D0 2= Applied Glass Kit Details lip Page 12 of 16 SF " GLAZING ' AS NEE Windstorm Door Installation Instructions For Use With FL 4553 GLAZING GLASSLAM SAFETY PLUS 2 LAMINATED CLASS TYPE 2 VISION LIGHT KIT SEE LIMITATIONS BELOW - J„ MAX MIN EXPOSED GLASS C' MIN I 42" MAX. EXPOSED GLASS MULTIPLE KITS NOT .ALLOWED I' i DESIGN LOAD = +/- 70 PS-1- IMPACT RATING = 350 ET LEF D0322 VISION LIGHT KIT DETAILS VISION LIGHT J CORNER WELD DETAIL 4 SPOT WELDS IW CORNING AT EACH CORNER ) 5 SILICONE L GLASSLAM SAFETY PLUS i LAMINATED GLASS MUST E GLAZED WITH DOW CORNING J95 SIL (CONE NOTE-1 1 / o 1 /2 = CF VISION LIGHT KIT CLOSED CELL FOAM T._ = VISION LIGHT 2) : 1 1/ OVAL HEAD TEI< SCREW - ml(I'vIUNI SCREVd HOLE SPACING IS 8.250 ON CENTER AND 5.5 PAAX. F?OM ENDS 3) G ASSL.4M SAFETY PLUS 2 LAMINATED GLASS vli. ., = 2 VISION LIGHT KIT 5) 20 GA (.r32j Mir,. GA.G= SURROUND CHANNEL Applied Glass Kit Details Trio/Trio-E Page 13 of 16 1 • — I E " 2 Foam Tape Windstorm Door Installation Instructions For Use With FL 4553 D0256 TYPE X 1 J' Phil, F.H_ K Sr_rew Sootwelds 3 Ma>. — From End & 12' Max. On Center Sootwelds e ' Max. From End & 8Mox, On Confer 3.. X.. Foam To 750" 7 X s„ Double Sided Tape NOT Es: 1) Gloss is 1/4" Mal<rolon Polycarbonote 21 Multiole kits not allowed u— E or Imperial/Versadoor TYPE " B" 120,: 8 X 1 4" Phil, F_H_ TEK Screw Spotwelds Max. From End 2c 8" Max. On Center MAX 6 EXPOSED MIN I GLASS 6" MIN 33 1/2" MAX. EXPOSED GLASS Flush Welded Glass Kit Details M= DESIGN LOAD = +/— 60 PSE IMPACT BATII\IG = 350 FT LBF Page 14 of 16 Windstorm Door Installation Instructions For Use With FL 4553 TYPE "C D0258 TYPE "D" s X z —.625" a" X 1., Foom Tape Foam Tope — 8 X 1 Phil. F.H. TEN Screw I, 500"Dow Corning 525 .500' L J 995 Silicone 7501 _ Spotwelds 8'' Max_ From End & 8" Mox. z ^ s Doeble On Center Sided Tope Spotwelds 3' Mo, Frorn End & 12' Mox. On Cenier NOTES 1) Gloss is Glosslom Safety Plus II 025 8 X 1 "' Phil. F.H. TEK Screw Dow Corning 995 Silicone Spotwelds g" Max. 7 . From End & 4" Max. On Center 2) Multiple its allowed c2° Trlo/Trio—E or Imperiol/Versadcor MAX EXPOSED MIN I GLo.SS I 6" MIN 66" MAX. EXPOSED GLASS I DESIGN LOAD = /- 60 PSF IMPACT RATING - 350 FT LBF Alternate Flush Welded Glass Kit Details CRecoDoor Page of A a ail SECURITY GRILLE Ek Windstorm Door Installation Instructions For Use With FL 4553 LOUVER INSTALLATION NOTES I. DESIGN PRESSURE — 70 PSE MAX (OUTSWING ONLY). Z. MA.RKAP. WLV60 LOUVER WITH SECURITY GRILLE SHOWN. 3, ANY LISTED LOUVER MAY BE USED, 4, M,AXIMUM LOUVER SIZE IS 34' X 78". 5 6" MINIMUM STILES AND RAILS. 6 MULTIPLE LOUVERS ALLOWED PER DOOR 7. NOT AVAILABLE WITH TRIO OR TRIO—E INTERIOR 1.650": Z;, L 750 r 625' J_ isoo J_ 18 GA. MIN. URROUND CHANNEL Louver Details PTIONAL END CHANNEL SURROUND PROFILES D0274 Page 16 of 16 Windstorm Frame Installation Instructions For Use With FL 4553 F0260 R! OPTIONAL FACE FRAME HEAD 3070 _ 100 PST MAX. DESICN LOAD 4080 _ 70 PSF Mai;. DESIGN LOAD 4" MIN./14" MAX. DEPTH 16 GA MIN. KID OR WELDED (12 GA WELDED) IMPACT RATING = 350 FT-LBF II III II II \ II II OPTIONAL HARDWARE OR HIM II II MULLION II II II II DOUBLE SWING II II II II II II II II Li JJ 8080 MAX. MIN'1j11,' MAX. DEPTH 16 GA. MIN. KID OR WELDED (12 G.A. WELDED) DESIGN LOAD = +/-70 PSF IMPACT RATING = 350 FT—I_BF ANCHORS & METHOD OF ATTAC F,M'NT ANCHOR TYPE LOCATION EO - PIPE & SLEEVE BUTTERFLY UP TO 3070 MAX,) 12 MAX FROM .EACH WOOD BUCK ND & 19" D.C. 3/8" X 6" LAG SCREW TO - PIPE & SLEEVE BUTTERFLY UP TO 3070 MAX.) 12' MAX. FROM EACH MASONRY BUCK IND & 19.. O-C- 3/8" X 6" EXPANSION SHELL MASONRY 'T" - GROUTED 16 - 24 G.C. Head: 3/8" x 6" Expansion Shell) GROUT JOINTS WIRE MASONRY - GROUTED is - 24.. G.C. Head: 3/8" x 6' Exponsion Shell) a G"0'JT JOINTS Ii WOOD STUD METAL STUD 61, - r.. UA'- 2 i NA.X. JI'__-'VDFOR NO FLOOR, ANCHORS) Poured In Ploce Wall FOP, DOUBLE SWING FRAMES WITH 4 FACE FRAM, _ACS. ([) 0 WHEN INSTALLED IN MASONRY WALL OR (2) S7UD AivC'-0O REOUIRED 'P.HENl INSTALLED IN STUD WALL. LOCATION OF ANCHORS TO BE 10F,,)M C=hTERLINE OF FPAibAE HEAD. OR CAN BE GROUTED FULL WITH 2O00 PSI MIN, CONCPE'E. FOR SIZES 6070 OR LESS REFER TO A=C_VE. THREE - SIDED FRAMES Trio & Trio-E Opening Sizes Over 6070 Pairs LOCATION C. Jamb 12"10a . rrom Each End & I S O.C. C. H- od: (4\ Total Raq'd, 9" Max. From Centerline of eod. Me,:. frorn Each Hinge .Jamb CJcmb:12' Vox, From ch fnd & i 9 ' O.C. C Head: (4) Total Req'd, 9 Max. From Centerline of Heod, C Max. from Eoch Hinge Jamb @ Jami,:l5"- 24' O.C.@ Grout Joints 9 Hecd: (4) Total Read: 9" Max. from Centerline of Head. 9" Mox. From Ecch Hinge Jamb. 9 Jamb :'15 - 24O.C.CI Grout Joints p Head: (4) Total Req d. 9" May,. hon-, Centerline o H: . 9' Mo, From Ecch Hind omb I cIcrn:6'J ,. Equal-21' Ma;:)I-_.c. Mcx. .o;Tr Centerline . f Head, 16' ivlaa frorr, -_clr Hinge Jamb NA Xeco Door Page 1 of 13 AAA ABLOY Windstorm Frame Installation Instructions For Use With FL 4553 FQ217 B F s>016,. HINIGE JAMB, PROFILE 6.iOL hU 7. 27 FRAME HEAD°& LOCK JAMB. PROFILE 3070 MAY, DIMPLED HOLES BOTH FACES. ANC;HDRS & METHOD' OF ATTACHM'ENt ANCHOR TYPE LOCATION PLUMB ANCHOE' TOP PLUMB ANCHOR` 0 STD LOCATION 8&` WOOD STUD SCREW BTM- PLUMB ANCHOR'; OR 0 i 8: MAY, FROM tvIETAL STUD SCREW BT.M; OF FRAME; TWO-PIECE THREE -SIDED FRAME GecoDoor Page 2 of 13 Windstorm Frame Installation Instructions For Use With FL 4553 F0291 KD OR WELDED (12 GA WELDED) DESIGN LOAD=+/-150 PSF IMPACT RATING = 350 FT-LBF 4" Max. q\41' - . 93 1 V$2 ga. d lin mh.) 1 head lintel l 96 " Max. Opening I I JII I Sx ton B-B 625" Max. 109, 96" Max. Opening Head Anchor (Bolts Only) Locations 3 Anchors Equally Spaced (see note#3) —r B-7 Intertior View Pair FRAME MATERIAL 14 GAGE (067 MIN.) COLD ROLLED OR GALVANIZED (A60) STEEL. 4" MIN. FRAME DEPTH. 4" Max. 2" Min. 4" Max. 6" Max. Al2 ga. (.093 min.) O head lintel D r 3 0 07 cn D rn n 0 n c 3 v o r o 0 0 1) o CL N I 6" Max. Notes: 1) 8080 max. for pairs, 4080 max. for singles. Single openings are described inactive leaf ofpair. 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 4'0" singles. 4) bolts up through 6'0" 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 Multi -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 Sedan C-C Page 3 of 13 Windstorm Frame Installation Instructions For Use With FL 4553 0250 A OPTIONAL a- FACE FRAME HEAD 3070 IMAX. 4" MIN./14" MAX. DEPTH 16 GA. MIN, KID OR WELDED (12 GA. WELDED) DESIGN LOAD = +/-100 PSF IMPACT RATING = 350 FT-LBF vuxies IN x rix V-ES M very uEa aaO iLE 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 MAXI 12" NIAX. FROM EACH MASONRY BUCK END & 19" O.C. 3/8' X 6" EXPANSION SHED_ MASONRY "T" — GROUTED 16 — 24 O.C. @ GROUT JOINTS WIRE MASONRY — GROUTED 16" — 24' O.C. @ GROUT JOINTS WOOD STUD 6" 6' & EOUAL - 21 ' MAX. METAL STUD NO FLOOR ANCHORS) FOR INTERMEDIATE SPACES Poured In Ploce Wall CIA I i:1.44*11i1_4MMITAV CecoDoor Page 4 of 13 Windstorm Frame Installation Instructions For Use With FL 4553 1'J'-R" MAX SEE ILLUSTRATION P4 OF THIS SECTION FOR ALTERNATE FRAME ELEVATIONS 1. DESIGN PRESSURE _ +/- 60 PSF IMPACT RATING = 350 FT-LBF 2..ALI_ FRAME PERIMETERS & HEADS OF FASTENERS SCALED WITH SILICONE. 3, COPINER CONSTRUCTION = WELDED ONLY 4. ANCHORS = SEE CHART BELOW 5. FRAME DEPTH = 4• MIN. / 14" MAX. 16 GA. MIN, 6. DOOR OPENING = 3'-0' X 8'-0" SINGLE MAX. F0261 GLAZING MATERIAL DIM. 11 B„ DIM. C„ DIM. D" DIM. E" FRAME FACES DIM. :A" MAX. MAX_ MAX. MAX. MIN. I MAX CLASSLAM SAFETY PLUS 2 36" 72" 36" 9n 2 4" LAMINATED GLASS 6 -0 X 8 -0 PAIRS MAX BEDDING IS CLOSED CELL FOAM TAPE 1/8" >; 1/2" AND DOW CORNING 996 STP.UCTUP.AL 7. STOP HEIGHT = 5/8' MIN, SILICONE. 1 3/4' STEEL STIFFENED, HONEYCOMB. POLYURETHANE, MINERAL CORE OR 8. FULL HEIGHT VERTICAL & 6' HORIZONTAL POLYSTYRENE CORE PANELS (18 Ga Min - 14 Go Max) MAY BE USED IN IIEU OF GLASSLAM_ PANELS ARE WELDED TO FRAME WITH WELDS LOCATED ON THE SIDES 3 MAX. MUI_I_IONS MUST BE REINFORCED WITH FROM EACH END & 3` MAX. G.C. & ON THE TOP & BOTTOM 3** MAX. FROM EACH END & 2) 10-GAUGE X 3/4" ;: FRAME DEPTH AT 12" MAX. U.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 BACFRAME SOFFIT. PANELS ARE SEALED WITH SILICONE. e= F TO FORM "" . nFToII " o o" SIMULATEDIBEAM ANCHORS & METHOD OF .ATTACHMENT ANCHOR TYPE LOCATION EO - PIPE & SLEEVE OR BUTTERFLY WOOD BUCK 3/8" X 6 LAG SCREW @ JAMB 12" MAX. FROM SILL, 8' FROM HEAD & 20" O.C. @ HEADI 2" FROM EACH VERTICAL MEMBER & 14" G.C. I@ SILL I 2'' FROM EACH VERTICAL MEMBER & @ MIDSPAN EO - PIPE & SLEEVE OR BUTTERFLY MASONRY BUCK 3/8" X 6' EXPANSION SHELLS@ @ JAMBI 12" MAX. FROM SILL. 8' FROM HEAD & 20" O.C. @ HEAD 2' FROM EACH VERTICAL MEMBER A. 14" QC. SILL I 2' FROM EACH VERTICAL MEMBER & @ MIDSPAN WIRE MASONRY OR MASONRY.. -I - GROUTED, WELDED TO STEEL HEADER, EO /" 3" x 6" BOLTS UR B OLTS FL' r - @ JAMBI 8" MAX. FROM EACH END & 16" O.C. n HEADI WELDED TO STEEL CHANNEL HEADER SILL 2" FROM EACH VERTICAL MEMBER & @ MIDSPAN M.ELDED TO STEEL BUCK @ JAMB I 5' MAX. FROM SILL & 27.5" MAX. U.C. a HEAD I .. WELDED TO STEEL CHANNEL HEADER @ SILL I 2 FROM EACH VERTICAL MEMBER & @ MIDSPAN WOOD STUD METAL STUD ND FLOOR ANCHORS) @ JAMB I 5 MAX. FROM SILL & 27.5' MAX. O,C. n H F A D 2" MAX. FROM EACH VERTICAL MEMBER & 14 O.C. @ SILL 2 FROM EACH VERTICAL MEMBER & @ MIDSPAPI FOR 6 & UP HEAD MEMBERS. FOR HEADS LESS THAN 6. LOCATE ANCHORS 2 MAX. FROM EACH VERTICAL MEMBER u. 0 MIDPOINT OF SEAR 1/4" THICK MAX. SHIM PLATES (2' WIDE X 7" LONG OR TO SUIT JAMB DEPTH) WELDED TO STEEL CHANNEL & FRAME, WELDED TO SHIM PLATES. SHIM PLATES TO BE 1-1 /4" GREATER. THAN JAMB DEPTH. HEADER WELDS LOCATED 3" FROM EACH JAMB t.< 3 ROM EACH SIDE OF VERTICAL MULLIONS & @ MIDPOINT OF SPAIN OF ' H.EL'D ABOVE DOORS_. WELDS ARC MIN '_•/16 X 1" LONG. SHIM PLATES ARE PROVIDED B OTHERS. AFT E ? WE LUIiNS :RAME TO SHIMS, CAULK G.=.PS BETWEEiN FRAME AND STRUCTURAL STEEL CHAiNiNEL WHERE SHIM PLAT_ S ARE VOID. SIDE LITE AND TRANSOM FRAMES I DEPTH - 1/ 4" ntO-GAUGE j0. 700 0.750 L_ / \ I L " \ l \ i Ceco Door Page 5 of 13 ASSAABLOY Windstorm Frame Installation Instructions For Use With FL 4553 17'-u MAX. FO262 B p.: II L: C A:: C MAX T A. C, A 1 1. DESIGN PRESSURE _ +/- 60 ESP 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-CAUGE X 3/4" X FRAME DEPTH C" CHANNELS INSTALLED BACK TO BACK TO FORM SIMULATED "I" BEAM. SEE DETAIL "A -A". FRAME FACES DIM, DIM. MAX. EXPOSEDGLAZING B" C, GLAZEDDIM. "A MATERIAL MAX MA;:. n') MIN. MAX. IGLASSL.AM SAFETY PLUS 2 2' 77" 9 LAMINATED GLASS BEDDING IS CLOSED CELL FOAM TAPE 1/3' X i/2" AND DOW CORNING 995 STRUCTURAL SILICONE. 1 3/a STEEL STIFFENED. HONEYCOKIS POLYURETHANE. MINERAL COR=_ OR POLYSTYRENE CORE PANELS (IS Go Min — e Ca Max) MAY BE USED IN LIEU OF GLASSLAM. PANELS ARE WELDED TO FRAME WITH WELDS LOCATED ON _.HE SIDES _.. MAX. FROM EACH END & 3'. MAX. O.C. & ON THE TOP & BOTTOM 3" MAY. FROM AC-' DNID .14 AT 12'* MAX. O.C. THE WELDS ARE MIN. 1/A WELDS X 1/2' LONG. PANELS ARE SEALED N.,ITH SILICONE. ANCHORS & METHOD OF ATTACHMENT ANCHOR TYPE LOCATION EO - PIPE & SLEEVE OR BUTTERFLY WOOD BUCK 3/3" X 3' LAG SCREW/ @ JAMB 12' MAX. FROM SILL, S FROM HEAD & 20 O.C. C- HEAD 2" FROM EACH VERTICAL MEMBER & 14 O.C. n SILL 2' FROM EACH VERTICAL MEMBER & MIDSPAIII EO - PIPE & SLEEVE OR BUTTERFLY MASONP.Y BUCK 3/3" X 6" EXPANSION SHELLS WIRE MASONRY OR MASONRY 'T' - GROUTED. WELDED TO STEEL HEADER, EG P&S 6GBOLTS BUTTERFLY - 3/ E X WELDED TO STEEL BUCK 4900D STUD METAL STUD NO FLOOR ANCHORS) @ JAMB HEAD C7 SILL @ JAMB 0, HEAD @SILL I© JAMB IC HEAD 1@ SILL I r JAMB @ HEAD a SILL 12' MAX. FROM SILL, g FROM HEAD & 20 O.C. 2' FROM EACH VERTICAL MEMBER 14" O.C- 2" FROM EACH VERTICAL MEMBER & @ MIDSPAN 8" MAX. FROM EACH END & 15 U.C. WELDED TO STEEL CHANNEL HEADER 2'" FROM EACH VERTICAL MEMBER & CT MIDSPAiV 5' MAX. FROM SILL & 27.5 MAX. O.C. WELDED TO STEEL CHANNEL HEADER 2" FROM EACH VERTICAL MEMBER & 5 MIDSPAN 5 MAX. FROM SILL & 27T MAX. O.0 2:. MAX. FROM EACH VERTICAL MEMBER & 1" 0 C. 1 2' FROM EACH VERTICAL MEMBER & O MIDSPAN FOP. 6S. UP HEAD MEMBERS. FOR HEADS LESS THAN 5', LOCATE ANCHOPS 2" MA:<_ :ROM EACH VERTICAL MEM-ER & @ MIOPMNT OF SPAN. 1/4' 1HICK MAX. SHIM PLATES (2" WIDE X 7" LONG OR TO SUIT JAM- DEPTH) WELDED TO STEEL CHANNEL & FRAMES WELDED TD SHIM PLATES. SHIM PLATES TO BE 1-1/A" GREATER THAN JA,IB DEPTr HEADEP. WELDS LOCATED 3" FROM EACH JAMB & 3" FROM EACH SIDE OF VERTICAL MULLIONS & C, MIDPOII IT OF SPAN OF HEAD ASOVE DOORS. WELDS ARE MIN. 3/16" X I" LONG. SHIM PLATES n. E PROVIDED BY OTHERS AFTER WEUJ1L!G FRAME TO SHIMS. CAULK GAPS BETWEEN FRAME AND STRUCTURAL STEEL CHANNEL WHERE SHIM PLATES ARE VOID. BORROWED LITE FRAMES DEPTH -/•" D- GAUGE 1 iD7_,G 10 750 ir-IAIi A. IC=Door Page 6 of 13 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 CecoDoor Page 7 of 13 F026J Windstorm Frame Installation Instructions For Use With FL 4553 TF25L TFLSL TFRSL OPTION. ARCH'D UNITS L SL P,SL P,PSL 2SI P2SL I i I VARI i WINIDOW FRAME .ABOVE FLOG TF TFLPSL ARCHED FRAMES TF2PSL TFRPSL SLOPED FRAMES WINDOW FRAME ON FLOOR ALTERNATE FRAME DESIGN Page 8 of 13 Fo282 Windstorm Frame Installation Instructions For Use With FL 4553 CONVENTIONAL FRAME CORNER ASSEMBLY SLOTS FOR CORNER TABS SLOTS FOR JAMB TABS R TABS JAMB TAB Install 'Ublae, Silence frame is setup to a, plugging holes. BEND CORNER TABS TOWARD INSIDE OF FRAME — BEND JAI/ TOWARD C OF FRAME DRYWALL FRAME CORNER ASSEMBLY V 1 /2 ' MIN. MITER GUIDES PHSMS Bend Heod x 1/2" MliV.I ToL's UP PHSMS I JAMB SQUARING THE FRAME Ine `11.L.W 'JSe 'OOC! fen ters =vet ;nc rarpeniers^ ua re. th- esl:-d Ic'-at Level Sh h _u.r jahh lis it CORNER ASSEMBLY 000R oaG aT HE^o SPREADER Typlcol wood spreodei must he square and mode om lumber of least V nick Length of coder oequelsdooroeninr_ v.-idth at the head- Cut clear— ance notches for tram- stops as shown. Spreader hi he neorly as wide as lrc r'e depth "of proper n..ic,ll tion. KD FRAME CORNERS ftecO Door Page 9 of 13 AWBLY Windstorm Frame Installation Instructions For Use With FL 4553 Pocket provided for 112 or 5/8' thick wall hoard 0 o Flush with stud —_2 Snap —in type METAL STUD ANCHOR Pocket provided for 1/2' or 5/8" thick wall board Flush with — Welded siud I METAL STUD "Z" ANCHOR Pocket provided for 1/2 or 5/8" thick wall board Welded WOOD STUD "Z" STRAP ANCHOR welded EXISTING OPENING ANCHOR F0283 Welded METAL STUD 'Z ANCHOR Pocket provided for 1/2" or 5/8" thick wall board ML e o 0 Flush with 2" SIUa Snap —in type WOOD STUD ANCHOR Used also far METAL STUD Walls) L — 2 r— Snop—in type EXISTING OPENING ANCHOR STUD WALL FRAME ANCHORS afteco Door Page 10 of 13 Windstorm Frame Installation Instructions For Use With FL 4553 Snap -in type WIRE MASONRY ANCHOR Available on special order only Welded YOKE AND STRAP MASONRY ANCHOR, Welded EXISTING OPENING ANCHOR P POURED IN PLACE WALL 0284 .A r— MASONRY 'T" ANCHOR ae„d n r Plj 1.0 fit Snap —in type MASONRY "T" ANCHOR ADJUSTABLE) D 2 L-- Snap —in Type EXISTING OPENING ANCHIOR I Welded STANDARD FLOOR AI\ICHOR MASONRY WALL FRAME ANCHORS ateco Door 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. 346C S77t 312 315CN y iL 315CN IUL-j 12" LENGTH OF P381 APPLIED ONP815771THRESHOLDSTARTINGATTHELOC-/ P385 JAMB, REMAINDER OF THRESHOLD WEATHERSTRIP IS P385, 1.3755o0 r-75 7 __ 375- F 250 o PEMKO PEMK PEMKO PEMKO PEMKO P242 P261 P266 P381 P385 000— . 7511 250 el 12 PEMKO PEMK 312 S771 PEMKO 2003 T— I —! 250— - 432 FI 50' PEMKO PEMK S PEi h: 6C VIAT HER STRIP 1 ER WATER IMF IL RP1 1[IN SIIN& F P;-n AS DESIGN iLJSU_,,1 WATER INFILTRATION PREPARATIONS SINGLE SWING eco DOOR Page 12 of 13 Windstorm Frame Installation Instructions For Use With FL 4553 PAIR WITH RIM L>JT AIM P3S5 p I I P385 312 L—j oS PAIR WITH P- HOLLAW METAL 1= 1 ENGTH OF P381 APPLi,=D ON BOTH MULLION MULLION PABBEIS STP.P.TiNG AT THE SILL. REMAINDER OF MULLION IS P385. 315CN S771 ..=F.1 r—.,, , - 375 250 lee C o- F C PEMK PEMKO PEMICO P-LM11O P--MK P242 P2c1 P256 P38: P-5 000--- F—! 250— I 131 _ —.350 .280 _ _ \ .- 313 J - 38 PEMK PEMKO ='LAKI ?EMXO 312 S771 S - SCiy s oo PEP'IKO 2008 l PEMK p Lr_ 2 spa WEATHER STRIP FOR WATER INFILTRATION PAIRS OF DOORS PER TAS 202 DESIGN PRESSURE 60 PSF ri 3 WATER INFILTRATION PREPARATIONS STANDARD SWING PAIR GecoDoor Page 13 of 13 ASM)AWBLOY Lq GENERAL NOTES: 1. THIS PRODUCT HAS BEEN TESTED, ANALYZED & APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE "ALLOWABLE DESIGN PRESSURE TABLE(S)". 2. OPENINGS. BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 3. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & SHALL NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) FOR NON -HIGH VELOCITY HURRICANE ZONES (NON-HVHZ). 5. THIS PRODUCT IS NON -IMPACT RATED & MUST BE SHUTTERED WITH A FLORIDA CODE APPROVED SHUTTER WHERE REQUIRED BY CODE. S. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 7. DETERMINE THE POSITIVE & NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, A DIRECTIONALITY FACTOR OF Kd = 0.85 MAY BE APPLIED PER THE ASCE-7 STANDARD. e. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 9. TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/QA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS. THESE DRAWINGS SHOW ALL APPLICABLE ELEVATION, COMBINATION, INSTALLATION & COMPARATIVE ANALYSIS CONDITIONS AS DETERMINED THROUGH TESTING & ENGINEERING RATIONAL ANALYSIS.. PRODUCT ASSEMBLY SHALL BE IN ACCORDANCE WITH THESE DRAWINGS, THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS. 10. CERTIFICATION OF THIS PRODUCT SHALL BE CONSIDERED VOID IF IT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT OR IF IT IS INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. EVALUATION OF THIS PRODUCT IS BASED ON APPLICABLE STANDARDS AND/OR INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THIS EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THIS PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER SHALL CONFIRM WITH THE EVALUATION ENGINEER OF RECORD THAT EVERYTHING SPECIFIED HERE -IN IS CURRENT WITH ALL CURRENT TESTING, CODES AND APPLICABLE STANDARDS. NOTE: THESE DOOR UNITS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION RESISTANCE IS REQUIRED BY THE DOOR. UNLESS UNITS ARE INSTALLED IN NON -HABITABLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION, UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG WHERE -BY THE OVERHANG(OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER FBC. THESE DRAWINGS ARE APPLICABI£ ONLY TO THE PRODUCT SPECIHEO. THEY MAY NOT BE USED FOR THE ASSEMBLY AND/OR INSTALLATON OF ANY OTHER PRODUCT NOR MAY THEY BE USED FOR RATIONAL ANO/OR LOCAL APPROVAL OF ANY PRODUCT NOT PRODUCED BY THE MANUFACi1JRER STATED ON THESE DRAWINGS. - FRAME ANCHOR REQUIREMENT FRAME SCREWS SE r rnoMro 75 1/2" MAX. FRAME WIDTH 1 3/4" 1 3/4 JJ C D DOOR CENTER Al 3 j 6" MI FLUSHBOLT 29 / PIVOT rc31 v 3Y 9/16" OPPOSITE MAX. D.L.O. O INACTIVE ACTIVE Q a 32---- O.0 TYP. FRAME PUSH/PULL / BAR M ^ SCREWS WHERE 30 ro SHOWN. SEE FRAME ANCHOR LOCK / REQUIREMENTS TABLE" ON THIS SHEET FOR REQUIREMENTS. 31 29 .. UTBOLT I g jPIVOT 6" M) Q 6" MAX. . 6" 6" -' 6" MAX.---- TABLE OPENING TYPE I FRAME TO OPENING FASTENER TYPE ON ESC THIS AX. 1.1-11 STRUCTION J`J 1/L MI FRAME WIDTH SIHEETPTIOON 1 3/4" Al 1 3/4" 3 f 6" M, PIVOT ACTIVE D C1 OPPOSITE 31 9/C MAX. D.L.O\ cJ wo J Ow24" M 32 O.0 30 PUSH/PULL LOCK BAR / TYP. FRAME SCREWS ro WHERE SHOWN. SEE FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR REQUIREMENTS. 29 PIVOT B3 6" MF a 6" MAX. 6" MAX.----- AX. O 2Krn 0 p a W Ln mourn 0- W U=Uj 3 WL o-n ZUN Z EXTERIOR ELEVATION: EXTERIOR ELEVATION: Z DOUBLE DOOR ASSEMBLY IN 450 FRAMING SINGLE DOOR ASSEMBLY IN SCALE: 3/4" = 1'-O" ALLOWABLE DESIGN PRESSURE 450 FRAMING SCALE: 3/4" CORNER & FRAME END CONSTRUCTION F +/-30 PSF FOR SHEET 1 ELEVATIONS: g FRAME HEAD CORNER: HEAD IS SQUARE CUT, BUTTED TO VERTICAL MEMBER & SECURED WITH SHEAR BLOCK PART #10. VERTICAL MEMBER IS FASTENED TO SHEAR BLOCK WITH MINIMUM MINIMUM FOUR(4) NO. 10 X 1 19/32" S.S. PH FASTENERS INTO THE SHEAR BLOCK SCREW SPLINES. EMBED EDGE DIST. HEAD MEMBER IS FASTENED TO THE SHEAR BLOCK WITH TWO(2) NO. 10 X 9/16" S.S. MIN. 2X4 WOOD FRAME OR BUCK NO. 14 SMS OR WOOD SCREW 1 1/4" 1^ SCREWS. EACH CORNER IS SEALED WITH SILICONE. FRAME SILL CORNER: SILL IS SQUARE CUT, BUTTED TO VERTICAL MEMBER, SECURED TO THE MIN. GR. 3 & G=0.55) VERTICAL MEMBER USING A PIVOT ASSEMBLY OR STEEL CLIP, FASTENED WITH THREE(3) NO. MIN. 16 GA. 50 KSI METAL STUD 1/4-14 GR. 5 SELF TAP/DRILLING SCREW FULL 1/2" 12-24 X 3/8" FHMS AT THE FRAME & TWO(2) NO. 12-24 X 3/8" FHMS AT THE SILL, & MIN. 1/8" THK A36 STEEL 1/4-14 DR. 5 SELF TAP/DRILLING SCREW FULL 1/2" SEALED WITH SILICONE. MIN. 1/8" THK 6063-T5 ALUM. 1/4-14 GR. 5 SELF TAP/DRILLING SCREW FULL 1/2" DOOR PANEL CORNERS: VERTICAL STILES RUN THROUGH AND ARE SECURED TO THE RAILS AT THE TOP & BOTTOM WITH 1/4"' THICK EXTRUDED CHANNELS. EACH CHANNEL IS "r " C- 90 CMU/2500 PSI CONCRETE 1) 1/4" CONCRETE SCREW - 1 1/4" 2' FASTENED TO THE STILE & RAIL WITH 1/4-20 X 3/4" PHMS & 3/16" THICK STEEL NUT 1) CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE-FLEX, ITW RAMSET/RED PLATES. THE INTERSECTION OF EACH CORNER JOINT WAS WELDED WITH A 1/2" DIA. PLUG' HEAD TAPCONS OR HILTI KWIK-CON II (HARDENED STEEL OR S.S.). WELD AND A 1 1/8" LONG FILLET WELD AT BOTH WEBS OF THE RAIL. 0 zW 06 Za0w z n zRwS 11yy TZo Q J n > G1 N1n 2.. ZT3U3m SHEET NO. 1 OF 6 75 1/2" MAX. FRAME WIDTH 6" MAX. I_ r O.C. 24" MAX. 6" MAX. 1 3/4" A2 1 3 I I o C2 TYP. FRAME SCREWS WHERE SHOWN, SEE C2 3 FRAME ANCHOR REQUIREMENTS TABLE" ON 3 SHEET 1 FOR REQUIREMENTS. oaaos a 1 3/4" 72" MAX. D.L.O. n 3/4" F j14 f- w w I 00 z N w INACTIVE ACTIVE do N O k\SEEa DOUBLE DOOR ASSEMBLY ELEVATION a ON SHEET 1 FOR FRAME ANCHOR REQUIREMENTS & POSITIONS AROUND WINDOWS\ I I CONSTRUCTION DESCRIPTION ON THIS SHEET 1 3/4" i" MAX. 1 3/4" MAX. 8" MAX. I 39 1/2" MAX. FRAME WIDTH 6" MAX. 6" MAX. RA23 1 1 I JI;KtWJ WFItKt C2 SHOWN. SEEof3v " FRAME ANCHOR 6 REQUIREMENTS TABLE" ON s 1 3/4" SHEET 1 FOR o REQUIREMENTS- I 36" MAX. D.L.O. 1 3/4" V al ACTIVE SEE SINGLE DOOR ASSEMBLY ELEVATION ON SHEET 1 FOR FRAME ANCHOR REQUIREMENTS & POSITIONS AROUND WINDOWS EXTERIOR ELEVATION: EXTERIOR ELEVATION: DOUBLE DOOR ASSEMBLY WITH 450 FRAMING/TRANSOM SINGLE DOOR ASSEMBLY WITH SCALE: 3/4" = 1'—O" 450 FRAMING/TRANSOM FOR DOOR DETAIL NOT SHOWN; SEE ALLOWABLE DESIGN PRESSURE SCALE: 3/4" = 1'-O" INDIVIDUAL UNIT ELEVATION) ( FOR DOOR DETAIL NOT SHOWN; SEE 30 PSF INDIVIDUAL UNIT ELEVATION) AX 1 3/4" 8" MAX. 8" MAX. I CORNER & FRAME END CONSTRUCTION ar:.. Ia — FOR SHEET 2 ELEVATIONS: FRAME HEAD CORNER: HEAD IS SQUARE CUT, BUTTED TO VERTICAL MEMBER & SECURED WITH g SHEAR BLOCK PART #11. VERTICAL MEMBER IS FASTENED TO SHEAR BLOCK WITH THREE(3) NO. 10 X 1 19/32" S.S. PH FASTENERS INTO THE SHEAR BLOCK SCREW SPLINES. HEAD MEMBER IS FASTENED TO THE SHEAR BLOCK WITH TWO(2) N& 10 X 9/16" S.S. SCREWS. EACH CORNER IS SEALED WITH SILICONE. INTERMEDIATE TRANSOM END: TRANSOM BAR IS zo SQUARE CUT, BUTTED TO VERTICAL MEMBER & SECURED WITH SHEAR BLOCK PART #10. VERTICAL MEMBER IS FASTENED TO SHEAR BLOCK WITH FOUR(4) NO. 10 X 1 19/32" g S.S. PH FASTENERS INTO THE SHEAR BLOCK SCREW SPLINES. TRANSOM BAR IS FASTENED TO THE SHEAR BLOCK WITH TWO(2) NO. 10 X 9/16" S.S. SCREWS.- EACH CORNER IS SEALED WITH SILICONE. w FRAME SILL CORNER: SILL IS SQUARE CUT, BUTTED 0 TO VERTICAL MEMBER, SECURED TO THE VERTICAL o 0 oMEMBERUSINGAPIVOTASSEMBLYORSTEELCLIP, w N FASTENED WITH THREE(3) NO. 12-24 X 3/8" FHMS J ac AT THE FRAME & TWO(2) NO. 12-24 X 3/8" FHMS o 1 AT THE SILL, & SEALED WITH SILICONE. o N j DOOR PAN DRN R : VERTICAL STILES RUN 3 w u ^o THROUGH AND ARE SECURED TO THE RAILS AT 0 m THE TOP & BOTTOM WITH 1/4" THICK 0 n z EXTRUDED CHANNELS. EACH CHANNEL IS A FASTENED TO THE STILE & RAIL WITH 1/4-20 X 3/4" PHMS & 3/16" THICK STEEL NUT PLATES. THE INTERSECTION OF EACH CORNER o JOINT WAS WELDED WITH A 1/2" DIA. PLUG WELD AND A 1 1/8" LONG FILLET WELD AT o rn BOTH WEBS OF THE RAIL. 29L zm 0 zQ 2 Of 6 FRAME SUBSTRATE BY OTHERS PER FRAME ANCHOR REQUIREMENTS FRAME ANCHOR SUBSTRATE BY OTHERS PER FRAME ANCHOR REQUIREMENTS / SEE GLAZINGwarms OMwN BY: w CNEz 8 ANCHOR PER TABLE" ON SHEET 1 PER ELEVATIONS TABLE" ON SHEET 1 Y DETAILS ONELEVATIONS1/2" MAX. SHIM AT 1/2" MAX. SHIM AT SHEET 4 EACH ANCHOR EACH ANCHOR I SEALANTS--- EXTERIOR r SEALANTS BY OTHERS 2 BY OTHERS 11 10 j 12 36 6 = 36 36 ONE AT EACH FRAME ANCHOR a o r w 17 1 0 36 EXTERIOR i SEE GLAZING 5 20 w DETAJLS40N LANTS 24 SECTION A2 SHEET BYOTHERS37 16 EXTERIOR SCALE: 1/2 FULL 3 SEE GLAZING DETAILS ON 1/2" MAX. SHIM YSHEET4ATEACHANCHOR '{ FRAME WIDTH FRAME ANCHOR SUBSTRATE BY OTHERS PER " FRAME ANCHOR o p o o FRAME 4 PER ELEVATIONS SECTION B REQUIREMENTS TABLE" w ANCHOR PER SEE GLAZING SCALE: 1/2 FULL 3 ON SHEET 1 m o i SECTION Al ELEVATIONS DETAILS ON SHEET 4 V) wo oER - va SCALE: 1/2 FULL 3 3 N Ew° J0 1/ 2" MAX. SHIM L FRAME WIDTH p oz 3u i o ATEACHANCHORI3 o 1/ 2" MAX. SHIM J AT EACH ANCHOR FRAME WIDTH EXTERIOR 12 ONE EACH FRAME ANCHOR W SUBSTRATE BY OTHERS PER 3 " FRAME ANCHOR SEALANTS 12 ONE AT EACH FRAME ANCHOR SEE GLAZING 7 N z m w - m REQUIREMENTS BY OTHERS 20 SHEET 4 3 o' w z— il"' 12 ONE AT EACH TABLE" ON SHEET 1 SECTION FRAME ANCHOR SCALE: 1/2 FULL SEE GLAZING FRAME z w w w 20 7 DETAILS ON ANCHOR o oz w SHEET 4 PER gz ELEVATIONSd rnnSUBSTRATE BY SEALANTS BY OTHERS EXTERIOR N 3oOTHERS FRAMEF-O@PER ANCHOR FRAME ANCHOR SECTION p z3o1 PER ELEVATIONS REQUIREMENTS SCALE: 1/2 FULL 3 SUBSTRATE BY 39 40 EXTERIOR TABLE" ON SHEET 1 z w OTHERS PER o o_ FRAME ANCHOR 29 REQUIREMENTS SEALANTS LL to c 3 TABLE" ON SHEET 1 BY OTHERS w SECTION C1 3 SCALE: 1/2 FULL 3 DRAWING 1571 r: t SHEEP N0. 3 of 6 SEE GLAZING g 23 g DETAILS ON THIS SHEET 1 EXTERIOR 38 SECTION E SCALE: 1/2 FULL 4 1/4" TEMPERED GLASS 21 J 13 3/8" MIN. BITE 25 SETTING BLOCK AS REQ'D EXTERIOR TYP. DOOR GLAZING DETAIL SCALE: 1/2 FULL I F - 3/8" MIN. BITE EXTERIOR 22 2 1/4" TEMPERED GLASS TYP. HEAD FRAME GLAZING DETAIL SCALE: 1/2 FULL SEE GLAZING TO WOOD MEMBER LESS IN SIZE THAN A 2X_ BUCK I ETAILS ON ISIT MIN. 3 1ABL DEEP (NOT REQUIRED WHEN SHIM SPACE THIS SHEET IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SUBSTRATE BY OTHERS PER " FRAME ANCHOR F REQUIREMENTS TABLE" ON SHEET 1 10 FRAME ANCHOR ESHIEEM;NTS TABLE" ON EXTERIORSECTION rF EXTERIOR SCALE: 1/2 FULL 4 OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER HEAD SECTION SHOWN, SIDES ARE INSTALLED THE SAME) FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) 1/ 4" TEMPERED GLASS 73/ IN. BITE TYP. SIDE FRAME GLAZING DETAIL SCALE: 1/2 FULL J 1/4" TEMPERED GLASS EXTERIOR 5/ 8" MIN. BITE TYP. HEAD TRANSOM GLAZING DETAIL SCALE: 1/2 FULL N cc06 0 o OOUMN J W v o0 o a W U O W O O 3WCD0 z Lo Y N z 40 N z w 3 w < '< 0> Z^. in c wad- z 0~ w( U rn z uj n U= msoW 3 c 3U g a SHEET N0. 4 OF 6 4.452 --{ 0.125 2.250 Ot HEAD FRAME/TRANSOM BAR 2.188 MIN. 0.125 1.750 INACTIVE MEETING STILE 4.452 0.080 00 2)TRANSOM HEAD FRAME n 00 Og ACTIVE MEETING STILE 0.925 0.050 04 15 POCKET INSERT 2.250 0.080 4.500 O3 DOOR JAMB 4.150 -{ 0.125 0.718 10 HEAD - T FRAME/TRANSOM BAR SHEAR BLOCK 0.125 0.500 I--- 4.000 - 16 DOOR THRESHOLD 1.750 --{1.724 0.080 I 2.250 MIN. 0.125 4.500 J- OTOP RAIL TRANSOM JAMB 1.724 -{ 0.125 3.875 MIN. tm BOTTOM RAIL 2.125 MIN. a 0 O STI LE 0.404 0. 5011.15_ i = n- o 0. 050 9 o o J4. 0400886 0. 0591 ._ m z 3- 0. 125==C7 1.536 0. 666 0 = N 3. 590 13 DOOR GLAZING 1 q TRANSOM BAR = o 0 3 ^ BEADGLASSSTOPo = - ^ 11 TRANSOM HEAD 0.080 $ oZ FRAME SHEAR a1 p BLOCK Ll d z 12 SHIM SUPPORT W LENGTH = 3" im _ STILE & RAIL NOTE: STILES & RAILS SHOWN ARE FOR THE 190 NARROW STILE CONDITION. THE 350 MEDIUM & 500 WIDE DOOR STILES & RAILS ARE NEARLY IDENTICAL IN PROFILE TO THE 190 EXCEPT STRETCHED TO LARGER WIDTHS. THUS THE " MIN." DIMENSIONS SHOWN. 0 0 0 p a z FEWm 3sa H< 0 z 7 z ' a O~ ui 8W z wz o J c43 1 5 of 6 GENERAL NOTES: 1. THIS PRODUCT HAS BEEN TESTED. ANALYZED & APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE 'ALLOWABLE DESIGN PRESSURE TABLE(S)'. 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 3. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & SHALL NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) FOR NON -HIGH VELOCITY HURRICANE ZONES (NON-HVHZ). 5. THIS PRODUCT IS NON -IMPACT RATED & MUST BE SHUTTERED WITH A FLORIDA CODE APPROVED SHUTTER WHERE REQUIRED BY CODE. 6. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 7. DETERMINE THE POSITIVE & NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, A DIRECTIONALITY FACTOR OF Kd = 0.85 MAY BE APPLIED PER THE ASCE-7 STANDARD. B. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 9.. TO THE BEST OF OUR KNOWLEDGE. THE PRODUCT SHOWN HEREIN IS QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/QA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS. THESE DRAWINGS SHOW ALL APPLICABLE ELEVATION, COMBINATION, INSTALLATION COMPARATIVE ANALYSIS CONDITIONS AS DETERMINED THROUGH TESTING & ENGINEERING RATIONAL ANALYSIS. PRODUCT ASSEMBLY SHALL BE IN ACCORDANCE WITH THESE DRAWINGS, THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS. 10. CERTIFICATION OF THIS PRODUCT SHALL BE CONSIDERED VOID IF IT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT OR IF IT IS INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. EVALUATION OF THIS PRODUCT IS BASED ON APPLICABLE STANDARDS AND/OR INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THIS EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THIS PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER SHALL CONFIRM WITH THE EVALUATION ENGINEER OF RECORD THAT EVERYTHING SPECIFIED HERE -IN IS CURRENT WITH ALL CURRENT TESTING, CODES AND APPLICABLE STANDARDS. CORNER & INTERMEDIATE MEMBER END CONSTRUCTION: FRAMING CONDITION TYPE "A: THE VERTICAL FRAME MEMBERS RUN THROUGH WHILE THE HORIZONTAL MEMBERS ARE SQUARE CUT, BUTTED & JOINED TO THE VERTICAL MEMBER WITH TWO(2) NO. 12 X 1" AB HWHTF SCREWS INTO THE HORIZONTAL MEMBER SCREW SPLINES. EACH CORNER IS SEALED WITH A SILICONE SEALANT. FRAMING CONDITION TYPE "B": THE HORIZONTAL FRAME MEMBERS RUN THROUGH WHILE THE VERTICAL MEMBERS ARE SQUARE CUT, BUTTED & JOINED TO THE HORIZONTAL MEMBER WITH FOUR(4) NO. 12 X 1 1/2" AB HWHTF SCREWS INTO THE VERTICAL MEMBER SCREW SPLINES. EACH CORNER IS SEALED WITH A SILICONE SEALANT. ANCHOR REQUIREMENTS TABLE (HEAD & SILL CLIP ANCHOF i THEY MAY NOT BE. USED FOR THE ASSEMBLY INSTADATION OF ANY OTHER PRODUCT NOR MAY 2 1/4" 2 1/4" 2 1/4" 45 3/4" MAX. D.L.O. 45 3/4" MAX. D.L.O. 45 3/4" MAX. D.L.O. ANCHOR CLIPFHEADSCREECORNERAPARWSSEEACANCHOR/ 2" INSTRUCTION" REQUIREMENTS TABLE" SCRIPTION ON ON THIS SHEET FOR IS SHEET REQUIREMENTS (3 PER 2.1/4° 2 CLIP) D E1 2 1/4" Q7. v 2 E2 2 O OPPOSITE w D w 2 1/4" 2 16 CONTINUOUS SILL tO °i ANCHOR CLIP (CUT FRAMIMG MEMBER SHORT OF VERTICALION SILL ANCHOR CLIP SCREWS WHERE SHOWN SEE "FRAME ANCHORWITHFRAMING CONDITION TYPE "A"REQUIREMENTS TABLE" THIS SHEET FOR C 2 REQUIREMENTS. 2 1/4" I MAX. O.C. 2 1/2" 2 1/2" MAX. O.C. 2 1/2" 2 1/2" MAX. O.C. 2 1/2" 2 1/2" OPENING TYPE SUBSTRATE) CLIP TO OPENING FASTENER TYPE MINIMUM EMBED MINIMUM EDGE DIST. 2X_ WOOD FRAME OR BUCK MIN. GR. 3 & G=0.55) T) 1/4° CONCRETE SCREW 1 1/4" 1" MIN. 16 GA. 50 KSI METAL STUD 1/4" SELF TAP/DRILLING SCREW FULL 1/2" MIN. 1/8" THK A36 STEEL 1/4" SELF TAP/DRILLING SCREW FULL 1/2" MIN. 1/8' THK 6063-T5 ALUM. 1/4" SELF TAP/DRILLING SCREW FULL 1/2" MIN. 2500 PSI CONCRETE 1) 1/4" CONCRETE SCREW 1 1/4" 2" 1)CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE-FLEX, ITW RAMSET/RED HEAD TAPCONS OR HILTI KWIK-CON II (HARDENED STEEL OR S.S.). EXTERIOR ELEVATION MULTIPLE CURAIN WALL SYSTEM SCALE: 1/2"=1'-O" THERE IS NO LIMIT ON THE NUMBER OF FRAME SECTIONS THAT MAY BE COMBINED HORIZONTALLY INTO ONE OPENING PROVIDING THE OPENING IS DESIGNED TO SUPPORT ALL LOADS TRANSFERED FROM THE FRAMING MEMBERS) ALLOWABLE DESIGN PRESSURE 90 PSF f 2 1/4" v a b tl n g 15 HEAD ANCHOR CLIP 1 EACH SIDE OF VERTICAL MEMBER AS SHOWN) Zorn oo2 u7 ILm -p . Ov=vim OC, IO 410 w U , 3 u o h Z 06zoo w 6 . 2 Ld waQS bZ i SR F 00 NNz 3.0 3'a OF HEAD ANCHOR CLIP SCREWS PER ELEVATION SEALANT BYE OTHERS 22 24 EXTERIOR TWO(2) 5/16" DIA 1 8 9 WEEP HOLES PER SEE GLAZING DETAILS D.L.O. UP TO 40" ON THIS SHEET 3 WEEP HOLES SECTION A REO'D WHEN D.L.O. SCALE: 1/2 FULL IS OVER 40" TWO(2) 5/16" DIAL 21 WEEP HOLES PER D.L.O., 4" FROM P5 ENDS EXTERIOR TWO(2) 5/16" DIA 1 8 9 kSEEWEEPHOLESPER GLAZING DETAILS D.L.O. UP TO 40" ON THIS SHEET 3 WEEP HOLES SECTION B REO'D WHEN D.L.O. SCALE: 1/2 FULL 2 IS OVER 40" SEE GLAZING DETAILS 21 6 I ON THISHISSHEET CVTTCDIIIDI TWO(2) 5/16" DIA—\ WEEP HOLES PER D.L.O., 4" FROM ENDS TWO(2) 5/16" DIA 13 14 WEEP HOLES PER D.L.O. UP TO 40" 3 WEEP HOLES REO'D WHEN D.L.O. IS OVER 40" SEALANT BY OTHERS SUBSTRATE BY OTHERS PER FRAME ANCHOR REQUIREMENTS TABLE SECTION D SCALE: 1/2 FULL W SUBSTRATE BY OTHERS APERFRAMEANCHOR 1/2" MAX. SPACE --I FRAME WIDTH REQUIREMENTS TABLE SUBSTRA 1/2" MAX. SHIM BY AT EACH ANCHOR OTHERS SHIM SIZE SAME AS CLIP) SEALANT BYE ' J6 `v OTHERS SECTION SCALE: 1/2 FULL 2 EXTERIOR 7/16" MIN. BITE L 3/8" MAX. SHIMATEACH ANCHOR SILL ANCHOR CLIP SCREWS PER ELEVATION (STAGGERED) STAGGER 1 1/2" 7/1 E GLAZING TAILS ON IS SHEET NON—I.G. GLAZING DETAIL SECTION E1 SCALE: 1/2 FULL 2 EE GLAZING o ETAILS ON o HIS SHEET RIOR z K rn ooo m wQ u - W x V d Y WED c 3N0 J 3 z r GLAZING rn z.00ULSON I SHEET c~i d U" m m w d IzO Wa z z of 1N N^ZsUD mo j 3 L) 0 a U COo w Za DRAWL 1 5! SHEET NO. 2 OF 4 5.718 1 0.110 2.250 O1 FRAME (HEAD) 0.494 T- 2.250 0.060 COVER y 0.46: F 3.518 0.1001-: , 7O VERTICAL INTERMEDIATE MAL HALF L+-3.470 0.750 0.125 I LENGTH = 6" 10 HEAD TRANSFER CLIP USED WITH CONDITION 1) 3.190 0.125 0.750 LENGTH 15 HEAD ANCHOR CLIP 1.250 I-- 0.625 F -TO. 125 19 SETTING BLOCK CHAIR 5.718 0.100 2.250 FRAME (INTERMEDIATE HORIZONTAL) 3.740 1.2171 0.090 I.G. GLASS STOP 3.470 0.750 0.125 T LENGTH = 11 1/4" 11 HEAD TRANSFER CLIP USED WITH CONDITION 2) If 4 0.12525 0.375 LENGTH = CONTINUOUS 16 SILL ANCHOR CLIP 0.625 0.6T25 0.125 2p SETTING BLOCK CHAIR 5.718 2.250 0.110 O3 FRAME (SILL & JAMB) 4.490 271 0.090L---- O9 NON-I.G. GLASS STOP 3.054 0.539 0.1 so @ SHEAR BLOCK 0.880 -- -{ 1.31060 B17A NON-I.Q. GLASSSSADAPTER (DEEP POCKET 0.334, 0.480 0.070 ---+ 21 THERMAL CLIP FRAME (SIDES) & VERTICAL INTERMEDIATE FEMALE HALF). 3.450 0.188 1.548 LENGTH = 6" 13 SILL TRANSFER CLIP USED WITH FRAMING CONDITION 1) 8010 17B NON-I.G. GLASS ADAPTER (SHALLOW POCKET 2.250--I O5 VERTICAL INTERMEDIATE ONE PIECE) 3.450 0.188 1.548 LENGTH = 11 1/4" 14 SILL TRANSFER CLIP USED WITH FRAMING CONDITION 2) 0.438 1.602 0.050 1g FRAME FILLER SIDES 0 za SHEET NO. 3 OF PART ITEM DESCRIPTION PARTS 1 165-100 FRAME HEAD - 6063-T6 ALUMINUM 2 165-102 FRAME INTERMEDIATE HORIZONTAL 6063-T6 ALUMINUM 3 165-101 FRAME SILL & JAMB 6063-T6 ALUMINUM 4 165-110 FRAME SIDES & VERTICAL INTERMEDIATE FEMALE HALF; FRAMING TYPE "A" 6063-T6 ALUMINUM 5 165-099 VERTICAL INTERMEDIATE ONE PIECE); FRAMING TYPE "B" 6063-T6 ALUMINUM 6 165-002 COVER 6063-T6 ALUMINUM 7 165-016 VERTICAL INTERMEDIATE MALE HALF 6063-T6 ALUMINUM 8 164-011 I.G. GLASS STOP 6063-T6 ALUMINUM 9 164-012 NON-I.G. GLASS STOP 6063-T6 ALUMINUM 10 165-149 HEAD TRANSFER CLIP (ONE EACH SIDE OF EACH INTERMEDIATE VERTICAL FRAMING MEMBER TYPE "A" 6063-T6 ALUMINUM 11 165-418 HEAD TRANSFER CLIP (ONE EACH SIDE OF EACH INTERMEDIATE VERTICAL FRAMING MEMBER END TYPE "B" 6063-T6 ALUMINUM 12 163-310 SHEAR BLOCK 6063-T6 ALUMINUM 13 155-150 SILL TRANSFER CLIP (ONE EACH SIDE OF EACH INTERMEDIATE VERTICAL FRAMING MEMBER TYPE "A' 6063-T6 ALUMINUM 14 165-467 SILL TRANSFER CLIP (ONE AT EACH INTERMEDIATE VERTICAL FRAMING MEMBER END TYPE "B" 6063-T6 ALUMINUM 15 165-105 HEAD ANCHOR CLIP 6" LONG 6063-T6 ALUMINUM 16 165-103 SILL ANCHOR CLIP 6063-T6 ALUMINUM 17A 163-007 NON-I.G. GLASS ADAPTER DEEP POCKET 6063-T6 ALUMINUM 17B 163-006 NON-I.G. GLASS ADAPTER SHALLOW POCKET NOT USED WITH ITEM 3 6063-T6 ALUMINUM 18 165-155 FRAME FILLER SIDES 6063-T6 ALUMINUM 19 165-437 SETTING BLOCK CHAIR FOR USE WITH 1" I.G. GLASS 6063-T6 ALUMINUM 20 165-459 SETTING BLOCK CHAIR 6063-T6 ALUMINUM 21 65-301 THERMAL CLIP POLYPROPYLENE MISC. FASTENERS 22 28- 334 10-24 X 3/8" P.H. S.T. SCREW 2 PER CLIP WITH FRAMING CONDITION 1 23 128-293 NO. 12 X 5 8" P.H.T.F. SCREW 2 PER SHEAR BLOCK 24 128-510 NO. 12 X 1 1/2" AB HWHTF 4 LOCATED AT EACH VERTICAL FRAMING MEMBER END THROUGH HEAD/SILL MEMBER INTO VERTICAL MEMBER SCREW SPLINES WITH FRAMING CONDITION 2 25 128-394 NO. 12 X 1 7 8" B P.H.T.F. SCREW 2 PER SHEAR BLOCK SEALS AND SEALANTS 26 163-301 FIXED GASKET ASSEMBLY SHORE "A" 60 DUROMETER EPDM 29 027-851 WEDGE GASKET SHORE "A 70 DUROMETER EPDM 197-016 SETTING BLOCK (FOR USE WITH 1" I.G. GLASS) SHORE "A" 85 DUROMETER EPDM Z m moo Q CD 30 3mo J Nz 3 w z U cD o zm m wQ z zdozwa r ; c oc v j WWQz €n nzNOSJ U N N n n N3v r U U DRAWING NO. IRE7 OF 4 sto StoTherm° EIFS: Installation Guide Sto Building with conscience. Sto is the innovative world leader in cladding, coating and restoration systems. Sto was an Exterior Insulation and Finish Systems pioneer - introducing StoThermo to Europe in 1963. Headquartered in Atlanta, Georgia, ISO 9001:2000 and 14007:2004 Certified Sto Corp., continues to lead the North American industry in innovation; providing the highest quality products and services to enhance our customers' projects. Our industry leading EIFS, Stucco, Coatings and Concrete Restoration products are manufactured in four plants located strategically across North America to serve over more than 200 distributor locations in the U.S. and Canada. We continue to revolutionize the industry with StoMachine Technology a faster, more economic way to apply EIFS StoDesign, consultative design and color services, and the Sto Institute, which trains building professionals in proper techniques to ensure lasting results. Application Technology... Design... Education, and the highest quality products make Sto the innovative world leader in cladding, coating and restoration systems. Sto pioneered EIFS in Europe - 1963 Products include: EIFS, Stucco, Coatings, Waterproof Air Barriers and Concrete Restoration Headquartered in Atlanta ISO 9001:2000 and 14001:2004 Certified 200+ Distributor locations Revolutionizing the Industry! StoMachine Technology StoSilo Sto Continuous Mixer Sto M-8 Spray Pump StoStudio Sto Institute StoThermm NExT StoSilcoO Silicone Emulsion Technology Optilink° Advanced Polymer Technology Lotusan° Lotus-EffectO Technology ATTENTION Sto products are intended for use by qualified professional contractors, not consum- ers, as a component of a larger construction assembly as specified by a qualified design professional, general contractor or builder. They should be installed in accor- dance with those specifications and Sto's instructions. Sto Corp. disclaims all, and assumes no, liability for on -site inspections, for its products applied improperly, or by unqualified persons or entities, or as part of an improperly designed or constructed building, for the nonperformance of adjacent building components or assemblies, or for other construction activities beyond Sto's control. Improper use of Sto products or use as part of an improperly designed or constructed larger assembly or building may result in serious damage to this product, and to the structure of the building or its components. STO CORP. DISCLAIMS ALL WARRANTIES EXPRESSED OR IMPLIED EXCEPT FOR EXPLICIT LIMITED WRITTEN WARRANTIES ISSUED TO AND ACCEPTED BY BUILDING OWNERS IN ACCORDANCE WITH STO'S WARRANTY PROGRAMS WHICH ARE SUBJECT TO CHANGE FROM TIME TO TIME. For the fullest, most current information on proper application, clean-up, mix- ing and other specifications and warranties, cautions and disclaimers, please refer to the StoCorp.website,www.stocorp.com. Table of Contents StoTherm° EIFS Introduction.....................................................................6 Project Preparation...........................................................7 Material Storage and Handling.........................................7 Substrates........................................................................8 Liquid -applied Waterproof Air Barrier................................8 Attachments....................................................................9 Mechanical Fasteners.....................................................10 Backwrapping................................................................10 Insulation Boards...........................................................11 Expanded Polystyrene (EPS) Quality Test................11 Storage................................................................12 Cutting EPS Boards........................................................12 Adhesive Application......................................................13 EPS Board Application....................................................13 Filling EPS Voids.............................................................15 Rasping..........................................................................16 Base Coat & Mesh Application........................................16 Primer Application..........................................................19 Finish Application...........................................................19 Floating or Spraying Textures..........................................20 Sealants.........................................................................22 Expansion Joints.............................................................23 StoTherm° EIFS NExT Installation....................................24 Failure Prevention................................................27 Moisture Intrusion and Critical Details ............................28 The List of NEVERS................................................... 29-31 Systems and Products........................................33 StoTherm° EIF Systems ............................................. 34-35 StoTherm° EIFS Products .......................................... 36-38 Average Coverages for Sto Products ......................... 39-41 EIFS Industry Adhesives Coverage...................................41 StoMachine Technology.....................................43 StoSilo...........................................................................44 Comparative Job Data....................................................46 PortableEquipment........................................................47 Product Reference Charts ......................................... 48-50 StoJet Mixer..................................................................51 Estimating................................................................53 Average Labor Production..............................................54. Estimator Checklist.........................................................55 General Information...........................................57 StoTherm° EIFS Installation Inspection Checklists...... 58-60 Technical Support...........................................................61 3 Introduction A traditional EIFS, also known as a Class PB EIFS, is a non -load bearing exterior wall cladding consisting of: 1. Adhesive and/or mechanical attachment 2. Insulation board 3. Glass fiber reinforcing mesh 4. Base Coat 5. Finish Coat Traditional EIFS offer many advantages in comparison to other claddings, including: Energy savings Excellent weather resistance Seamless wall covering Low installed cost Aesthetic versatility Low maintenance Because it provides moisture protection at the outer plane of the wall a traditional EIFS is often called a barrier, or face seal, wall design. In combination with other components of construction - windows, flashings and sealants - it resists moisture penetration at the outermost surface of the wall. StoTherm NExT is the next generation of EIFS which adds a seamless waterproof air barrier behind the EIFS wall covering. StoTherm NExT provides all the same benefits of traditional EIFS, plus it provides: Secondary moisture protection Increased air infiltration/exfiltration resistance Drainage of incidental moisture in the event of a breach in the EIFS wall covering (much like a cavity wall design), when combined with starter track with weep holes and vertical ribbons of adhesive. Traditional or k; StoTherm® Class PB EIFS NExT: 1.Adhesive 4 the Next f 2. Insulation Board f Generation a 3. Reinforcing Mesh Of EIFS 4. Base Coat 5. Finish coat i 1.Waterproof Air Barrier 1 ' 3. Adhesive Insulation board 4. Reinforcing mesh 5. Base coat 6. Finish coat Important Note: EIFS require building code evaluation reports that recognize a particular system as an equivalent to the materials/methods of construction prescribed in the code. Most StoTherm EIFS have model building code recogni- tion. Often these reports are required for issuance of a building permit or to comply with architectural specifications. As a manufacturer of high quality, technologically advanced products, Sto wishes to provide you with as much information as possible to ensure that you, the professional installer, achieve a successful, high quality installation. This installation handbook presents in a brief form the essential guidelines and information you need to install StoTherm Classic, Essence, and Lotusan and StoTherm NExT Systems. This hand- book was compiled with expert input from Sto Technical Personnel and from experienced applicators in the U.S. As we at Sto commit ourselves to manufacturing superior quality prod- ucts and to innovating and introducing new technologies and products, we value and rely on your experience in the field. We hope that you will continue to share it with us. If you have any suggestions, please contact Sto at our headquarters in Atlanta, Georgia. Project Preparation Completing the following tasks before beginning installation can help save you time and speed production. Set up correct scaffolding the day before you want to work on it. Much time is lost when workers wait for scaffolding or work on inadequate scaffolding. Make sure scaffolding is erected in accordance with OSHA safety regulations. Protect necessary areas using masking tape and/or plastic coverings BEFORE you start working. Sto materials, which are designed to stick, cannot be cleaned off easily after they have dried. Make sure the correct materials are on the job and properly stored. Follow the StoTherm EIFS Installation Inspection Checklist at the back of this book to verify conformance of work to installation requirements. Material Storage and Handling Pail Products: store and apply all pail products above 40°F (4°C). Store out of sunlight. Do not apply to frozen surfaces. Bag Products: store all bag products off the ground in a cool, dry location. Do not apply materials to frozen surfaces. Sto EPS Insulation Board: store flat (not on edge) in a dry area and protect from sunlight. Substrates StoTherm EIFS may be installed over the following substrates: Sheathing: Glass mat faced gypsum sheathing in compliance with ASTM C1177 Water-resistant exterior fiber -reinforced gypsum sheathing panels in compliance with ASTM C1278 Gypsum sheathing in compliance with ASTM C79 Exterior or exposure1 wood - based sheathing - plywood and OSB Oriented Strand Board) Sound, prepared masonry, concrete or Portland cement plaster/ stucco All sheathing substrates listed above can be treated with StoGuard°- a liquid -applied waterproof air barrier, for added moisture protection and air infiltration resistance. All sheathing substrates should be handled and installed in accordance with code requirements and manufacturer recommenda- tions. Sheathing should be free from surface defects or moisture dam- age. Damaged sheathing should be replaced. Poured concrete must be free of form oil, curing compounds or release agents. A detergent wash, waterblasting or sandblasting is typically required to remove such surface contaminants. Other masonry surfaces - brick or concrete block - should be free of surface contamination such as efflorescence. Efflorescence is a white chalky deposit on the surface that is caused by moisture migration through the masonry. Generally wire brushing will remove efflorescence from masonry surfaces. Failure to properly prepare the substrate can result in delamination of the EIFS. Mechanical attachment is discouraged because fasteners are thermals bridges to the exterior that defeat the purpose of exterior insulation. They can also "telegraph" through the finished wall surface as the EIFS ages and they may limit wind load resistance of the system. The only instance in which mechanical attachment is advised is when adhesion to the substrate is not possible or questionable, such as a painted substrate. StoGuard° Liquid Applied Waterproof Air Barrier The StoGuard assembly is a liquid -applied system that creates a continuous, seamless waterproof air barrier beneath StoTherm EIF Systems as well as other claddings. Tough and durable, StoGuard will not tear like building wraps or paper and resists water penetration 5 times longer than leading brand building wraps and 28 times longer than conventional building paper. The StoGuard assembly consists of: Sto Gold Fill® —A flexible, trowel -applied joint treatment that, combined with StoGuardMesh or Sto Detail Mesh, bridges sheathing joints and protects rough openings for windows and doors, and building corners. Sto Gold Fill is applied to sheathing joints and a minimum of 4" (100 mm) wide StoGuard Mesh or Sto Detail Mesh is immediately embedded and troweled smooth. Sto Gold Coat" —A ready -mixed flexible coating that is applied by roller directly to the wall sheathing and over sheathing joints filled with Sto Gold Fill. It may also be spray applied. Sto Gold Coat may be used over exterior gypsum Sheathing, Dens -Glass° Gold, Aqua ToughrM, exterior or exposure 1 plywood and oriented strand board (OSB). Attachments The most common way to attach the insulation on the building is with an adhesive. The most popular Sto adhesives are: 1. Sto Dispersion Adhesive — Ready -to -use adhesive with high strength and flexibility, used on most smooth, uniform surfaces. Most commonly used over gypsum sheathings or exterior grade wood -based sheathings. Ribbons of adhesive are applied with a 3/16" x 3/8" 5 x 9 mm) U-notched trowel. Not recommended over damp or irregular surfaces such as new concrete or masonry. 2. Sto BTS® Plus —A pre -blended adhesive mixed with 5-6.5 quarts 4.7-6.2 L) of clean water for each 47 lb. (21 Kg) bag. Ribbons of Sto BTS-Plus shall be applied to the insulation board using a 5/8"x 5/8" 16 x 16mm) square -notched or 1/2" x 112" (13 x 13mm) U-notched trowel. It is typically used over concrete, masonry, portland cement plaster, gypsum or cement sheathings. 3. Sto Primer/Adhesive-B —A one component polymer modified cement based adhesive. Mix with 5-6.5 quarts (4.7-6.2 L) of clean water for each 50 lb. (23kg) bag. Apply with a 112" x 112" 13 x 13 mm) U-notched trowel or 5/8" x 5/8" (16 x 16 mm) square - notched trowel. It is typically used over concrete, masonry, portland cement plaster, gypsum or cement sheathings. 4. Sto Primer/Adhesive —An acrylic -based adhesive that is mixed at the job -site with Portland cement and applied similar to Sto Primer/Adhesive-B. 5. Sto BTS® Xtra —A one -component, polymer -modified lightweight cement -based adhesive. Mix with 4.75-5 quarts (4.5-4.7 L) of clean water for each 38-lb (17-kg) bag. Apply ribbons of Sto BTS Xtra to the insulation board using a 1/2" x 1/2" (13 x 13 mm) U-notched trowel or a 5/8" x 5/8" (16 x 16 mm) square -notched trowel, depending on the substrate. 6. Sto BTS® Silo —A one -component, polymer -modified cement -based adhesive designed for use with StoSilo spray equipment over exterior gypsum sheathing, Dens Glass° Gold sheathing, exterior cementitious sheathing and masonry/concrete substrates. Note: when wood -based sheathings are protected with StoGuard, Sto BTS Plus, Sto BTS Xtra, Sto Primer/Adhesive, Sto Primer/Adhesive-B and Sto BTS Silo may be applied over the protected wood -based sheathings. Mechanical Fasteners Sto does not generally recommend the use of mechanical fasteners, except when the substrate is incompatible with adhesive or its condi- tion is questionable, such as painted substrates. As an added security some architects will specify mechanical attachment. When they are required, the mechanical fastener supplier should be consulted. A mini- mum 1-1/2" (38mm) insulation board is recommended with mechani- cal attachment. NOTE: Depending on climate, surface mount fasteners may "telegraph" through the finish because of surface irregularities and the "thermal bridging" effect of fasteners. Backwrapping Prior to applying the insulation boards to the wall, a strip of reinforcing mesh is adhered to the base of the substrate. This mesh will eventually wrap around the edge of the insulation.We refer to this procedure as backwrapping." The two main purposes of backwrapping are: 1. To ensure the edges of insulation boards will be protected 2. To ensure the entire edge of the insulation system will be well adhered. Note: Sto Detail Mesh, a flexible mesh that is pre-cut in 9" (229 mm) wide rolls is convenient for backwrapping and other detail work. Procedure Using the proper adhesive and strips of Sto Mesh or Sto Detail Mesh, adhere approximately 4" (100 mm) of mesh to the base of the wall. Allow the remaining mesh to hang down; this will be "wrapped" around the insulation board at a later time with a minimum of 2-1/2" 64 mm) on the face of the board. Care should be taken to prevent the adhesive from collecting on the portion of mesh which will be used to wrap the insulation. This "backwrapping" procedure must be used wherever the insulation system starts or stops, including the following: At the base of the system At transitions where the insulation board meets window and door frames At roofs At expansion joints At openings around meter or utility boxes, pipes, etc. At any other system termination Insulation Boards The insulation boards used are Expanded Polystyrene or "EPS" boards. Various thicknesses are available. The minimum thickness allowable is 3/4" (19 mm). The maximum allowable thickness permitted by most building codes for most commercial construction is 4" (100 mm). The maximum size board allowable is 2' x 4' (610 mm x 1,219 mm). Expanded Polystyrene Quality Test: Prior to applying, EPS boards should be checked to ensure they meet Sto Specifications. All EPS boards must be produced by a Sto licensed manufacturer and can be checked in the field as follows: 1. Upon Delivery A. EPS boards are to be delivered in plastic bags labeled "Sto." B. Each bag should identify technical properties of the Sto Board. C. Each board should be clearly marked with the Sto Brand name and the manufacturer quality control number. D. All boards are to be wire cut (not cast formed) and the edges are to be square cut. E. Make sure the EPS boards have not been damaged in handling. 2. Random Sample Tests A. Proper bead fusion: Break a sample and examine beads; 80% of beads should be split. If beads are broken in round shapes, do not use boards. B. Proper Curing: 1. Break and smell for pentane gas (smells like lighter fluid). If smell is present, do not use boards. 2. Hold a match near broken insulation. If there is a blue flash flame, do not use boards. C. Proper treatment for fire retardant: Test burn a sample. When the flame is removed, the insulation board should not continue to burn. 3. Storage A. Protect from direct sunlight during storage and after application. B. Store flat in a dry area (not on edge). Cutting EPS Boards Commonly, EPS boards are cut with a knife using a square to guide the cut. Always keep the knife sharp and hold the blade at a low angle approximately 300 or less ) when cutting the board. The low angle allows the knife to "slice" through the insulation. EPS boards may also be cut easily and accurately using the following tools: table saw or hot wire machine. 12 Adhesive Application Apply the adhesive to the insulation board using the correct size notched trowel. (See pages 9-10 for correct sizes.) Always hold the notched trowel at a minimum 30' angle to produce the correct size ribbons. When forming the ribbons, press the trowel firmly (this will prevent excess adhesive from collecting between the ribbons). Keep the trowel clean to prevent any adhesive build-up in the notches. The ribbons should run vertically (parallel to the short dimension of the board) when the boards are applied to the wall. To make application easier and quicker, build an "easel" to hold the insulation boards as you apply the adhesive. Adhesive may also be applied directly to the wall using the StoSilo Combo systems. These automated silo/mixer/spray machines will save you time and money and allow you to get to the next job more quickly. EPS Board Application Prior to placing the EPS boards on the wall, be sure to wipe or scrape any excess adhesive from the edges of the boards. Any adhesive collecting between the boards will create "thermal bridges". When applying the boards, butt them tightly together. This will prevent any "thermal breaks" in the system. Gaps between the EPS boards can cause cracking in the EIFS base coat and finish and telegraphing of joints through the finished wall surface. 13 Always place the boards so all vertical joints are staggered. When placing the boards on the wall, always apply the correct amount of pressure for the adhesive to "grab." When using Sto Dispersion Adhesive, just press the boards on; the adhesive will do the rest. When using other Sto adhesives, press harder or "tamp" the board to ensure a good "grab." To apply uniform pressure over the entire board, use a "Rasping Board" (see page 15) or a large block of similar size. At all inside and outside corners always stagger or interlock the boards. Offset joints in sheathing by a minimum of 6" (152 mm). This prevents cracking in the EIFS coatings in the event of movement at the sheathing joints. Important note: Make sure no adhesive is between the interlocked boards at the outside corner. Cut insulation to fit around openings. Do not align board joints with corners of openings. 14 Filling EPS Voids As noted in the previous section, the EPS board should be butted tightly together during application. A thorough inspection should be made for any voids or spaces larger than 1116" (1.6 mm) between the EPS boards. (If you can slip a credit card into the void, it must be filled.) ALL VOIDS MUST BE FILLED WITH AN INSULATING MATERIAL, either a low expanding polyurethane spray foam or slivers of scrap EPS board. Insulating all open joints between the boards achieves the following important objectives: Eliminates thermal breaks so the wall will be properly insulated Future problems with the finish due to uneven "vapor diffusion" will be prevented Base coat consumption will be reduced. STEP [ CUT VMDGES FROM WR&P EPS YAA WINE TFKWL CIP +fIFF- 15 Rasping The entire surface of the EPS wall must be level and uniform. EPS boards are very easy to level and shape using a "rasping board." To make a rasping board, simply cut a straight scrap of 1/2" (13 mm) plywood, install a wooden handle on one face, then glue a piece of 12 grit floor sanding paper to the other face of the plywood. Floor sanding'paper is approximately 8" x 22" (203 x 559 mm) and should be available at local equipment rental shops. zF af.iriIA When rasping the insulation boards level and even, it is important that you rasp the entire surface of the boards, not just the joints or edges. If you rasp just the edges/joints, then the wall will appear to have waves in it during "critical" light. Rasping boards are also available commercially. Base Coat & Mesh Application After the wall has been prepared or leveled, it must be protected from sun/water damage. If EPS board is exposed to sunlight for extended periods, a powdery film develops on the surface. This film must be removed by rasping. Reinforcement is then added to all the boards for impact protection. To achieve this, apply the proper Sto base coat and embed appropriate mesh. This procedure is known as the "base coat application." 16 The most popular Sto base coats are: Sto RFP -A ready -mixed 100% synthetic base coat. Note: Because Sto RFP is non-cementitious and dries by evaporation only, weather conditions will affect drying times; cool or damp conditions lengthen drying times. Sto Flexyl -An acrylic -based, fiber -reinforced, flexible waterproofer combined with equal parts of Portland cement by weight. Sto Flexyl functions as an air and moisture barrier on concrete, masonry or gyp- sum sheathing surfaces. It also functions as a waterproof base coat in Sto EIFS for use on properly sloped trim or accents and splash areas near grade. Sto BTS® Plus - A polymer -modified, cementitious material. Just add water. Sto Primer/Adhesive-B -A polymer -modified cementitious material. Just add water. Sto Primer/Adhesive - An acrylic base coat to which Portland cement is added at the job site, equal parts by volume. Sto BTS® Xtra Base Coat - A polymer -modified lightweight cementi- tious material, used as a high -build base coat, up to 1/4" (6 mm). Just add water. Sto BTS® Silo - A polymer -modified cementitious material for use with StoSilo spray equipment. Application at Detail Work Additional protection at doors and windows is achieved by applying butterflies" or small strips of mesh diagonally at the sills and headers prior to application of field mesh. 17 Application at Corners All inside and outside corners must have two layers of mesh. This can be achieved in one of two ways: Double wrap Sto Mesh minimum 8" (204 mm) in each direction Apply Sto Detail Mesh and overlap with Sto Mesh minimum 8" 2.04 mm) onto adjacent wall Application at Wall Areas Apply the Sto base coat on the insulation boards in a layer approxi- mately 1/8" (3 mm) thick. Work vertically or horizontally in strips of 40" (1016 mm). Immediately imbed the Sto Mesh in the wet base coat. Trowel off any excess base coat from the surface. The mesh must be fully embedded so that no mesh color is visible. Apply additional base coat if mesh color is visible when the base coat is dry. Do not butt mesh strips. Overlap the strip edges a minimum of 2-112" 64 mm). If the mesh is butted it will cause cracks in the base and finish coats. Feather the base coat at mesh overlaps. Application for Level 1 (Ultra High) Impact Areas StoTherm EIFS are engineered wall cladding systems and can be enhanced in several ways to accommodate higher impact needs. Where additional impact resistance is required, such as on ground floors, garage areas, and areas accessible to pedestrian traffic, Sto recommends the use of Sto Armor Mat to a minimum height of 6'-0" 1.8 m). First apply a base coat layer and imbed Sto Armor Mat (ultra high impact mesh).When using Sto Armor Mat, the edges must be butted, not overlapped, due to the thickness of the mesh. After this application has dried, apply the base coat with regular Sto Mesh as previously described. W. Drying before Finish Application IMPORTANT.' All EPS boards are to be covered with the base coat and mesh application and allowed to dry prior to applying any finish. Primer Application (Optional System Component) Priming with tinted Sto primers is recommended as a color base for Stolit° R finishes, or fine aggregate finishes such as .75 mm or 1 mm finishes. If Sto RFP base coat is tinted to the same shade as the finish, the primer is not necessary. In addition, priming provides uniform sub- strate absorption, enhances finish color and inhibits efflorescence in cementitious substrates. The primer is applied with a paint roller or brush to the substrate. Certain finishes, including Sto Decocoat, Sto GraniTex°, and StoCreativ° Granite always require the base coat to be primed with Sto primer, tinted to the finish color. Finish Application Plan the finish application so enough workers are available to finish entire sections of wall area at one time without interruption. Mix the finish with a clean, rust -free mixer. Small amounts of clean water may be added to aid workability. Limit water to amount needed to achieve the finish texture. Use only stainless steel trowels to apply the finish. Work in pairs with the first person applying the finish to the wall, and the second person floating the finish to the proper texture refer to page 20 for "floating textures"). By following the guidelines listed below and shown in the adjacent pictures, problems can be prevented and an aesthetically pleasing wall surface will be the result: 1. Apply finish directly over the base coat (or primed base coat as speci- fied) ONLY AFTER THE BASE COAT/PRIMER HAS THOROUGHLY DRIED. 24 hours minimum drying time is recommended. If cool and/or damp conditions exist, allow additional drying time, minimum 72 hours. 2. Avoid application in direct sunlight. This can cause shadow lines from scaffolding. 3. Apply finish in a continuous application, always working a wet edge toward the unfinished area. 4. Aesthetic V-grooves may be designed into the system to accommo- date workability on multi -level buildings. However, a minimum of 3/4" 19 mm) insulation board must be left after any grooves are cut. Refer to Sto Detail 1.03 in the Sto Information Manual. 5. "R" (rilled texture) finishes must be floated with a plastic trowel to achieve proper textures and avoid discoloration of the finish. 6. Avoid installing separate batches of finish side -by -side. 7. Interrupt application at natural breaks in construction: expansion joints, changes of plane, system terminations, etc. NOTE: Weather conditions affect application and drying time. Hot or dry condi- tions limit working time and accelerate drying and may require adjustments in the scheduling of work to achieve desired results. Cool or damp conditions extend working time and slow down drying and may require added measures of protection against wind, dust, dirt rain and freezing. Y ff"t Floating or Spraying Textures There are basically five different floating or spraying procedures using specific Sto finishes to produce five types of textures: 1. Pebbled Texture: To achieve this texture, any of these finishes is applied to the wall to approximately the thickness of the aggregate in the finish. The finish is then scraped down to ensure it is no thicker than the largest aggregate size. Next, using a stainless steel trowel in a figure "8" motion, float the finish to disperse the aggregates evenly. NOTE: A plastic float may be used to float the finish but the appearance may vary from a stainless steel float. 20 2. Rilled Pattern Texture: Any of these finishes is applied to the wall to approximately the thickness of the..largest aggregate in the finish. The finish is then scraped down to ensure it is no thicker than the largest aggregate size. Next, using a plastic float, float the finish in either a figure "8", horizontal or vertical direction to produce the rills in the finish. When floating you can either float it immediately (wet float) or allow the finish to set a short time and float it (dry float). By allowing the finish to set and dry float, the finish will produce more flat areas (rills). NOTE: After applying pebbled or rilled texture finishes, if the plastic or stainless steel float sticks to the finish, then too much finish is on the wall. Remove the excess finish by scraping with a stainless steel trowel down to the largest aggregate size. Then float the finish. This will save material and create a more uniform finish texture. 3. Freestyle Stucco Pattern Texture using Stolit Freeform. This finish is applied to the wall in a uniform thickness and textured using a putty knife, sponge, trowel, brush or roller. Apply to a minimum thickness of 1/16" (1.6mm) and to a maximum thickness of 3/16" (4.8mm). 4. Limestone Finish Texture is accomplished by first installing Stolit 1.0 or 1.5, then applying Stolit Freeform or Stolit Lotusan Freeform in a tight coat on top of the dry Stolit with both products tinted to the same color. 5. Variegated Bead Texture using Sto Decocoat. This finish is applied to the wall to approximately 1-1/2 times the thickness of the bead in the finish. Next work the trowel in one direction to make the surface smooth. Press down firmly with the trowel held nearly flat. For spray application, spray in a circular motion with proper spray equip- ment to achieve a smooth, uniform coating. Adjust spray pressure and orifice to achieve desired texture. 6. Natural Stone Finish using Sto GraniTex°. This finish is applied to the wall by spray application in two coats. Apply the first coat mov- ing the spray vertically and the second coat moving the spray horizon- tally to achieve full and uniform coverage to a thickness of not less than 1/8" (3.2 mm).After the finish is dry, a sealer, Sto Clear Coat Sealer, is then applied over the entire surface by roller. 7. Natural Stone Finish using StoCreativ° Granite. Applied in a thickness slightly greater than the largest aggregate in the finish. Use a flat trowel method to smooth the finish. If trowel "chatter" marks appear remove them by smoothing along the chatter mark lines. 21 NOTE: When selecting a. finish color always select a color with a lightness value of 20 or greater. The lightness value for each Sto color is printed on the Sto Color Chart. The use of dark color finishes (lightness value less than 20) over EIFS should be avoided because dark colors absorb light energy from the sun and heat up. This can cause EPS board deformation and delamination of the EIFS base coat/mesh from the surface. The surface temperature limit of EPS board is approximately 160OF (71 °C). Sealants Wherever the insulation system or the EPS boards meet another mate- rial, i.e., door/window frame, roof, pipes, meter boxes, exterior faucets, etc., a minimum 112" (13 mm) wide sealant joint must be provided. To properly install sealant, you need to provide a joint between two materials. Sealant works like a rubber band or a shock absorber bonded between two surfaces, stretching back and forth as the two surfaces move. There are two important factors to remember when applying sealant. 1. The sealant must bond to only two surfaces such as the coated EPS board edge and a window frame. It should never bond to a third surface such as the substrate. If you bond to the third surface, the "rubber band" will not be able to stretch back and forth and the sealant will crack. 2. There must be enough sealant material (minimum 112") (13 mm) to stretch, yet not too much material (maximum 1 ") (25 mm). There is an easy way to solve both the above problems: use a closed cell "backer rod" material sized so that it can be pushed into the joint under compression. This will provide a backing to hold the size of the joint correctly and provide a third surface that the sealant will NOT bond to. NOTE: In some cases, the two surfaces to be sealed are not deep enough to allow a backer rod to be installed. In such cases "bond breaker" tapes are available that may be used in place of a backer rod. Sealing Between EPS and Dissimilar Materials As you apply the EPS board, whenever you meet a dissimilar material as mentioned above, you should leave a space between the EPS and dissimilar material. When sealing, the space between the EPS board and the dissimilar material should generally be a minimum of 1/2" (13 mm) but no larger than 1 " (25 mm). Pip) NOTE: All edges to receive sealant must also be encapsulated with base coat and mesh. Whenever possible avoid installing finish in the joint. The preferred surface to seal to is the base coat, not the finish coat. Expansion Joints Expansion joints are required in StoTherm EIFS at the following locations: 1. Floor lines in multi -level wood frame construction. 2. At dissimilar substrates, materials or construction. 3. Where joints already exist in the substrate or supporting construction. 4. At changes in building height,shape or structural system. 5. At other areas of anticipated movement. 6. Between pre -fabricated panels. NOTE: Use appropriate sealant/primer and backer rod following sealant manufacturer's recommendations to prevent water from getting into or behind the EIF system. Do not apply base coat/mesh or finish over the expansion joint. Whenever possible apply sealant to the EIFS base coat, not the finish coat. 23 StoTherm° NExT Installation StoTherm NExT is the next generation of EIFS. It differs from traditional Class PB EIFS in that it adds a StoGuard° waterproof air barrier component on the substrate. As a waterproof air barrier StoGuard is one component in the air bar- rier system and the moisture protection for the structure. Installation of the waterproof air barrier must be integrated with flashing and other air and moisture barrier components to ensure that where water is likely to penetrate the wall assembly, it will be drained to the exterior at the source of the leak. Proper air barrier connections and integration of the moisture barrier with flashing through sequencing of work and coordination of trades is necessary for a complete air barrier system and complete moisture protection (see Moisture Intrusion and Critical Details (page 28). To install StoGuard® over Exterior or Exposure 1 Plywood, Gypsum Sheathing in compliance with ASTM C 79, Glass Mat Faced Gypsum Sheathing in compliance with ASTM C 1177 and Fiber Reinforced Gypsum Sheathing Panels in compliance with ASTM C1278: 1. Protect rough openings, joints and parapets: apply joint treatment by trowel over rough openings, sheathing joints, inside and outside corners, and tops of parapets. Immediately embed reinforcing mesh in the wet joint treatment j .f .: and trowel smooth. Embed mini- mum 4 inch (101 mm) wide mesh* j at sheathing joints and minimum 9 inch (229 mm) wide mesh at rough openings, inside and outside corners and tops of parapets (refer to Sto detail 10.23a for detailed information on proper protection of rough openings and sequencing of work at rough openings). 2. Spot fasteners with joint treatment. Use StoGuard Mesh (self-adhesive), Sto Mesh, or Sto Detail Mesh for these applications. 24 3. Apply Sto Gold Coat° by roller over sheathing surface, including the dry joint treatment, to a uniform wet mil thickness of 10 mils in one coat. Use 112 inch (13 mm) nap roller for plywood and gypsum sheathing. Use 3/4 inch (19 mm) nap roller for glass mat faced gypsum sheathing. Protect from weather until dry. 4. Coordinate installation of connecting air barrier components with other trades to provide a continuous air tight membrane. 5. Coordinate installation of flashing and other moisture protection components with other trades to achieve complete moisture protection such that water is directed to the exterior, not into the wall assembly, and drained to the exterior at sources of leaks (windows, doors and similar penetrations through the wall assembly). For Installation over Exposure 1 OSB (Oriented Strand Board) sheathing: 1. Apply Sto Gold Coat with a 3/4 inch (19 mm) nap roller to sheathing surface to a uniform wet mil thickness of 10 mils. Protect from weather until dry. Then follow steps 1-5 above. Note: windows and doors are typically installed immediately following installa- tion of the air/moisture barrier and work should be sequenced accordingly. Consult with window manufacturer for installation requirements to maintain air barrier continuity and for head, jamb, sill flashing and perimeter sealant requirements. Installation of Starter Track (use starter track with weep holes along the bottom): 1. Strike a level line at the base of the wall to mark where the top of the starter track terminates. 2. Attach the starter track even with the line into the structure a maxi- mum of 16 inches (406 mm) on center with the proper fastener: Type 5-12 corrosion resistant screws for steel framing with minimum 3/8 inch (9 mm) penetration, and galvanized or zinc coated nails for wood framing with minimum 3/4 inch (19 mm) penetration. Attach between studs into sheathing as needed to secure the track flat against the wall surface. For solid sheathing attach directly into sheathing at 12 inches 305 mm) on center maximum. 3. Butt sections of starter track together. Miter cut outside corners and abut. Snip front flange of one inside corner piece (to allow EPS Board to be seated inside of track) and abut. 25 Installation of splice strips for Starter Track and Flashing 1. Starter Track,Window/Door Head Flashing and Side Wall Step Flashing: install 2 inch (51 mm) wide diagonal splice strips of detail mesh at ends of head flashings. Install minimum 4 inch (100 mm) wide splice strips of detail mesh between back flange of starter track, head fleshings and roof/side wall step flashing. Center the mesh so it spans evenly between the back flange of the Starter Track or flashing and the sheathing. Embed the mesh in the wet joint treatment and trowel smooth. Refer to Sto details 1 0.23a, 10.23b, 10.23c, 10.62a, 10.65a, and 10.70 for detailed illustrations of StoGuard installation. 2. Apply waterproof coating over the splice strip when the joint treatment is dry. 3. Allow waterproof coating to dry and install the StoTherm EIFS with vertical ribbons of adhesive. 26 i3 a 27 Failure Prevention Moisture Intrusion and Critical Details Most moisture intrusion problems do not occur because of.material failures. They occur because of poorly designed or constructed details that allow water to enter walls rather than direct water to the exterior. To avoid costly water intrusion problems a few simple principles must be followed in the detailing of the construction. Many of these details rely on flashing to make a leakproof transition between abutting construction elements. 2,, Kid; -out flashing I Sealant army at lovmr roof w ndkhvs & doors tominations 4. Sealant at penetrate 4 Expansionsign 6. Finish above 7_ Head flashing 8. Flashing ova joint, at floor grave aks * Window bujildout lies & !aIa nt 9 Cap fla-,hing 10, Saddle %shing 11, Flfash nq 12. Protection owr parapet5 at lowerlhigher at & k- of w ugh walls openings 28 The following list of NEVERS was prepared from field experience and testing over the past 30 years. Observing these "rules" helps ensure successful, quality installations that are durable. General: Never deviate from published specifications. Never apply StoTherm EIFS materials below 40°F WC). Never mix additives such as rapid binders, anti -freeze accelerators, etc. to any Sto Materials under any circumstances. Never use any material that has not been specified by Sto. Never use products that have frozen. Never apply products on frozen surfaces. Never apply adhesive (except Sto Flexyl or Sto BTS Silo Adhesive) directly on the substrate. Always apply adhesive to the back of the insulation boards. Never use unapproved accessories. Never apply StoTherm EIFS on horizontal weather exposed surfaces, or on surfaces subject to continuous or intermittent water immersion or hydrostatic pressure. Minimum required slope is 1:2 (27 degrees) and Sto Flexyl with Sto Mesh embedded is required (refer to Sto details 1.04a & b). Protect large projecting EIFS features with flashing with drip edge. Never use StoTherm EIFS on low slope horizontal weather exposed surfaces, as a roof covering, in a pool, pond or other water -immersed condition, as an interior finish, or below grade (unless especially designed for use below grade). 10. Never slope StoTherm EIFS trim or accents less than 270. 11. Never incorporate a vapor retarder on the inside of walls in warm humid climates. 12. Never direct water from roofs, decks or leaking windows into or behind the StoTherm EIFS. Always direct water to the exterior beyond the face of the StoTherm EIFS through the proper use of flashing. I7 Insulation: 13. Never allow adhesives or base coats to fill joints between EPS boards. Always fill joints with insulation. 14. Never allow any open joints in the insulated wall system Always fill voids with insulation. 15. Never penetrate the insulation system with any foreign materials, i.e., screws, nails, etc. 16. Never use EPS board larger than 2' x 4' (610 mm x 1,219 mm) or less than 3/4" (19 mm) thick. 17. Never use insulation board other than Sto specified board. 18. Never store EPS board on edge or in sunlight. 19. Never apply any products over loose EPS boards. 20. Never leave any areas of the insulation system open to penetration of water or moisture. Always protect edges of system with base coat/mesh, then use appropriate sealant. 21. Never rasp just the EPS board joints. Always rasp the entire wall surface. 22. Never allow EPS board joints to be in line with sheathing joints. Always bridge joints by a minimum of 6" (152 mm). 23. Never have less than 3/4" (19 mm) of EPS on the wall, especially when cutting aesthetic grooves. Base Coat/Mesh: 24. Never leave any areas of EPS boards unprotected without mesh. 25. Never butt Sto Mesh. Always overlap it a minimum of 2-1/2" (64 mm). 26. Never overlap Sto Armor Mat. Butt the edges together. 27. Never allow mesh to protrude through base coat or finish. Always apply sufficient base coat to hide the mesh color. 28. Never apply any materials over a damp or frozen surface. 30 29. Never use only a single wrap of Sto Mesh on inside and outside corners. Always double wrap these areas. Finish Coat: 30. Never apply Sto Finishes thinner or thicker than recommended. 31. Never apply Sto Finishes in direct sunlight. 32. 1 Never use steel trowels. Always use stainless steel. 33. Never put finish over caulks or sealants. 34. Never put finish on horizontal weather exposed surfaces, below grade, or on surfaces subject to continuous or intermittent water immersion or hydrostatic pressure. 35. Never use dark colors (LV less than 20) as the FIFS finish color. 31 33 StoTherm® NUT Systems EIFS with Drainage StoTherm Essence NExT® 1. StoGuard 2. Sto Primer/Adhesive-B Adhesive 3. Sto EPS Insulation 4. Sto Mesh S. Sto Primer/Adhesive-B Base Coat 6. Sto Essence DPR Finish 10 year Warranty The adhesive applied in vertical ribbons provides a cavity/drainage plane between the StoGuard protected sheathing and the insulation board. StoTherm Classic NExT® 1. StoGuard 2. Sto BTS' Adhesive 3. Sto EPS Insulation 4. Sto Mesh 5. Sto BTS' Base Coat 6. Stolit Finish 12 year Warranty The adhesive applied in vertical ribbons provides a cavity/drainage plane between the StoGuard protected sheathing and the insulation board. StoTherm Lotusan NExTTM 1. StoGuard 2. Sto BTSO Adhesive 3. Sto EPS Insulation 4. Sto Mesh 5. Sto BTS' Base Coat 6. Stolit Lotusan® Finish 15 year Warranty The adhesive applied in vertical ribbons provides a cavity/drainage plane between the StoGuard protected sheathing and the insulation board. StoTherm NExT is the next generation of EIFS. It differs from traditional Class PB EIFS in that it adds a waterproof air barrier component on the substrate—StoGuard, which can be added to the StoTherm Essence, Classic and Lotusan EIF Systems. StoGuard consists of two components —joint treatment, Sto Gold Fill, and waterproof coating—Sto Gold Coat. When combined with starter track and vertical ribbons of adhesive, the system is designed to drain incidental moisture, and Is classified as an EIFS with. drainage. The waterproofing protection provided by StoGuard protects wall sheathing against moisture damage during the construction process and in the event of a breach in the EIFS wall cladding while in service. It is not intended to correct faulty workmanship such as the absence or improper integration of flashing with the EIFS, nor is it intended to correct other defective components of construction such as windows that leak into the wall assembly. Flashing should always be integrated with the cladding to direct water to the exterior, not into the wall assembly, particularly at potential leak sources such as windows (see Moisture Intrusion and Critical Details). As a component of an air barrier system StoGuard minimizes the risk of condensation within the building envelope by eliminating mass transfer of warm moisture laden interior air to the exterior. Typically an air barrier system is advantageous in cold climates to prevent the passage of moisture through the wall assembly where it can condense. A complete air barrier system consists of individual air barrier components and the connections between 34 them. The air barrier components must be continuous to become an effective air barrier sys- tem. The design/construction professional must take material compatibility and construction sequencing into account when designing an "air tight" assembly to ensure continuity and long term durability. The effects of air tightness on mechanical ventilation should also be included in the overall project evaluation. An air barrier should not be confused with a vapor retarder which may also be used in the wall assembly to retard water vapor diffusion and reduce the risk of condensation. Generally a vapor retarder is placed on the warm side of the wall. Specifically, it is placed on the interior side in cold climates. A vapor retarder may not be necessary depending on the wall components and the range of temperature/humidity conditions inside and outside. A vapor retarder should not be used on the inside of walls in warm humid climates. Traditional or Class PB EIFS StoTherm® Essence 1. Sto Primer/Adhesive-B Adhesive 2. Sto EPS Insulation Board 3. Sto Mesh 4. Sto Primer/Adhesive-B Base Coat 5. Sto Essence DPR Finish 5 year Warranty StoTherm® Classic 1. Sto BTS° Adhesive 2. Sto EPS Insulation Board 3. Sto Mesh 4. Sto BTS® Base Coat 5. StolitO Finish 7 year Warranty StoTherm° Lotusan® 1. Sto BTS'Adhesive 2. Sto EPS Insulation Board 3. Sto Mesh 4. Sto BTS' Base Coat 5. StoLit® Lotusan' Finish 10 year Warranty The StoTherm Essence, Classic and Lotusan EIFS are five component exterior insulation and finish systems (EIFS) consisting of adhesive, insulation board, base coat, reinforcing mesh and finish coat. These components, when properly integrated with other components of construction, form a barrier wall which is intended to resist water penetration at its outer surface. A barrier wall is not designed to drain or eliminate moisture behind it. The accumu- lation of moisture behind the StoTherm Essence, Classic or Lotusan EIFS could result in building damage. As with any wall cladding, proper detailing and integration with other components of construction by a qualified design or construction professional, including the proper use of flashing, to prevent the accumulation of moisture within the wall assembly are essential. Sto Corp. assumes no liability for workmanship, design or engineering. 35 StoTherm° EIFS Products Sto BTS® Xtra A one -component, polymer -modified lightweight , cement -based adhesive and high -build base coat for use in StoTherm EIFS. It is self - gauging to help achieve correct base coat thickness in a single coat application and is lightweight, with over 17% recycled content, and buildable to 114" (6 mm). Sto BTS® Plus A one -component, polymer -modified, cement -based material used as an adhesive and base coat in the StoTherm Classic and StoTherm Lotusan EIFS. It is self -gauging to help achieve correct base coat thick- ness in a single coat application. It is factory blended to ensure proper mix ratio. Sto BTS® Silo A one -component, polymer -modified, cement -based adhesive and base coat engineered for use in StoTherm EIFS with the StoSilo system equip- ment which mixes, pumps and sprays Sto BTS-Silo. It is self -gauging to help achieve correct base coat thickness in a single coat application. Sto Dispersion Adhesive A ready -mixed, acrylic -based adhesive used to attach Sto EPS Insulation Board to prepared sheathing in StoTherm EIFS. Sto Primer/Adhesive-B A one -component, polymer -modified, cementitious adhesive and base coat material that is factory blended to ensure proper mix ratio. It is used to attach Sto EPS Insulation Board to prepared sheathing, con- crete or masonry substrates and as a base coat in StoTherm Essence. Sto Primer/Adhesive An acrylic -based adhesive and base coat material that is mixed at the jobsite with Portland cement in equal parts by volume and used to attach Sto EPS Insulation Board to prepared sheathing, concrete or masonry substrates and as a base coat in StoTherm Essence. Sto RFP A ready -mixed, acrylic -based material used as a base coat in Sto EIFS. It may be used as an alternative base coat to Sto BTS Plus in StoTherm Classic and Lotusan. Eliminates risk of efflorescence. Sto Flexyl An acrylic -based, fiber -reinforced, flexible waterproofer combined with equal parts of Portland cement by weight. Sto Flexyl functions as an air and moisture barrier on concrete, masonry or gypsum based sheathing surfaces. It also functions as a waterproof base coat in StoTherm EIFS for use on properly sloped trim or accents and splash areas near grade. Sto Watertight Coat is a suitable substitue for Sto Flexyl) 36 Sto Primer A ready -mixed, tinted acrylic primer for use as an undercoat with all Sto finishes to enhance color consistency, finish coverage, and finish coat adhesion, and to reduce the chance of efflorescence. Recommended beneath Stolit R, Sto Swirl, Stolit .75, Stolit 1.0, and Sto Fine Sand Finishes. Required beneath Sto Decocoat, Sto GraniTex°, and StoCreativ Granite. In most cases, Sto Primer is an optional component for use with StoTherm EIFS. The benefits of using Sto Primer far outweigh the small additional cost. Benefits of using Sto Primer include: Promotes uniform substrate absorption Improves finish coat adhesion Improves finish coat coverage Improves water resistance Reduces the chance of efflorescence Tinted to the same color as the finish to improve color uniformity Finishes Stolit®: A ready -mixed, acrylic -based integrally -colored textured wall coating used as a finish in StoTherm Classic.Available in a wide variety of textures and in popular and custom colors, Stolit provides a versa- tile decorative and protective outer layer. Enhanced by the addition of Optilink advanced polymer technology, Stolit exceeds the performance of competitor's top -line finish products for higher levels of weather, fade, mildew and dirt pick-up resistance! Sto Essence DPR Finish: A ready -mixed, acrylic -based, integrally colored textured wall coating used as a finish in StoTherm Essence. This attractive finish provides a versatile decorative and protective outerlayer and meets industry performance standards. Sto Essence Finish comes in popular and custom colors, and in three textures: Swirl, Medium Sand and Fine Sand. Stolit® Lotusan®: A ready -mixed, acrylic -based, Lotus-EffectTM, integrally -colored, textured wall coating used as finish coat in StoTherm Lotusan. Replicating the lotus plants ability to send rain drops falling gently off its leaves, Stolit Lotusan resists dirt pickup while keeping walls clean and attractive. Simply put, Stolit Lotusan walls are cleansed by rainfall. Sto Limestone provides the look of smooth cut natural limestone in an acrylic finish. It is a two-step application of two separate Stolit finishes, either Stolit 1.0 or 1.5 as the first application, then a tight coat of Stolit Freeform or Stolit Lotusan Freeform to achieve the smooth look. 37 Sto Decocoat, Sto GraniTex°, and StoCreativ® Granite are natural -aggregate finishes in a clear acrylic matrix that provide classic looks of natural stone in a lightweight finish. StoCreativ® Brick is a lightweight wall finish that can be used with StoTherm° to achieve the look of brick without the added expense and design limitations. Optilink®: Stolit° finishes are improved even further with the addition of Sto Optilink°, a remarkable polymer technology development by Sto that improves the curing and film formation process that occurs as these premium finishes dry. It works by forming intermolecular associations among key finish ingredients such as polymer, fillers, biocide, aggregates and pigments. Optilink acts as a sort of "coordinator" to help arrange, or link these primary components into a very ordered structure. The addition of Optilink allows these Sto finishes to go beyond the performance levels of standard acrylic finishes. Film integrity and key performance properties like dirt pickup resistance, mildew and algae resistance, and color, stability are optimized. Sto, oLtimizing and linking > > Optilink° With Optilink, the ingredients that are critical to the performance of the finish are distributed more evenly throughout the finish, to allow them to perform their individual functions is better harmony and with better results. StoSilco® Products StoSilco products ensure a better -looking, better -protected building with less need for cleaning and recoating. And with costs comparable to those of high -quality non -silicone acrylics, StoSilco products promise unprecedented long-term value. Superior weather resistance, water-repellent Superior vapor permeability, breathability Superior resistance to dirt pick-up, mildew and algae Superior UV resistance Superior durability; less deterioration 38 Average Coverages for StoTherm® EIFS Products CONDITIONERS PACKAGE Sto Primer 5 gal. pail Sto Plex W 5 gal. pail Sto Leveler 60 lb. bag ADHESIVES PACKAGE Sto BTS® 38-47 lb. bag Sto Primer/Adhesive-B 50 lb. bag Sto Dispersion Adhesive 5 gal. pail Sto Primer/Adhesive 5 gal. pail Sto BTS' Silo 60 lb. bag Sto Flexyl 5 gal. pail SMOOTH SURFACE TEXTURED SURFACE 1050-1100 ft' 750-850 ft' depending upon application technique 1150-1200 ft' 850-950 ft' depending upon application technique N/A 50-60 ft' Q 1/8" SHEATHING OR IRREGULAR BLOCK, SMOOTH CONCRETE CONCRETE, BRICK 120-135 ft' 95-105 ft' 1/2"Trowel) 5/8" Trowel) 115-125 ft' 90-100 ft' 1/2"Trowel) 5/8"Trowel) 350-385 ft' Not Recommended 3/16" Trowel) 240-250 ft' 220-230 ft' 112" Trowel) 5/8" Trowel) 150-170 ft2 120-130 ft' 112" Trowel) 5/8" Trowel) 100-110 ft' 80-90 ft2 Flat Trowel) Flat Trowel) MESHES OVERLAP 2.5" WEIGHT ROLL SIZE Sto Mesh Yes 4.5 oz./yd' 150' x 38"/475 ft' Sto Detail Mesh Yes 4.2 oz./yd' 150' x 9-1/2"119 ft' Sto Armor Mat No 15 oz./yd' 75' x 38"/238 ft' Sto Intermediate Mesh Yes 11 oz./yd' 75' x 38"/238 ft' Sto Armor Mat XX No 20 oz./yd' 75' x 38"/238 ft' BASE COATS PACKAGE Sto RFP 5 gal. pail Sto Primer/Adhesive-B 50 lb. bag Sto Primer/Adhesive 5 gal. pail Sto Flexyl 5 gal. pail EPS SURFACE WITH SHEATHING OR STANDARD MESH MASONARY 120-130 ft' 110-120 ft' 105-115 ft' 100-110 ft' 200-210 ft' 180-190 ft' 170-180 ft' 150-160 ft' BASE COATS PACKAGE EPS SURFACE WITH SHEATHING REC.ASTM 1/16" STANDARD MESH OR MASONRY Sto BTS' 38-47 lb. bag 110-125 ft' 95-110 ft' Sto RFP 5 gal. pail 85-100 ft' 85-100 ft' Sto Primer/Adhesive-B 50 lb. bag 95-110 ft' 80-95 ft' Sto Primer/Adhesive 5 gal. pail 165-175 ft' 145-155 ft' Sto BTS° Silo 60 lb. bag 140-160 ft' 120-140 ft' 39 ADH/BASE COAT PACKAGE SHEATHING OR MASONRY Sto BTSO 38-47 lb. bag 55-70 ft' Sto BTS® FastSet 60 lb. bag 65-85 ft' Sto Primer/Adhesive-B 50 Ib. bag 55-70 ft' Sto Primer/Adhesive 5 gal. pail 95-115 ft' Sto BTS® Silo 60 lb. bag 65-85 ft' 1/2 TIME PRODUCTS Sto BTS' FastSet PACKAGE 60 lb. bag VARIOUS COVERAGE INFORMATION 65-85 ft' as combined adhesive/base coat FINISHES PACKAGE RFP OR PRIMED UNPRIMED SURFACE SMOOTH SURFACE Stolit® 1.0 5 gal. pail 155-165 ft' 140-155 ft' Stolit® 1.5 5 gal. pail 135-145 ft' 120-130 ft' Stolit R1.5 5 gal. pail 145-155 ft' 135-145 ft' Stolit Freeform 5 gal. pail 130 ft' @ 1/16" Approx. 10% less 65 ft'@ 1/8" Approx. 10% less 40 ft' @ 3/16" Approx. 10% less Sto Swirl Finish 5 gal. pail 130-140 ft' 120-130 ft' Sto Medium Sand Finish 5 gal. pail 120-130 ft' 110-120 ft' Sto Fine Sand Finish 5 gal. pail 150-160 ft' 140-150 ft' Stolit' Lotusan' 1.0 5 gal. pail 155-165 ft' 145-155 ft' Stolit' LotusanO 1.5 5 gal. pail 135-145 ft' 120-130 ft' Stolit® Lotusan" freeform 5 gal. pail 130 ft' @ 1/16" Approx. 10% less 65 ft' @ 1/8" Approx. 10% less 40 ft' @ 3/16" Approx. 10% less FINISHES PACKAGE RFP OR PRIMED UNPRIMED SURFACE SMOOTH SURFACE Sto Decocoat 5 gal. pail 125 ft' sprayed Not Recommended 135 ft' troweled Sto GraniTe0 5 gal. pail 60-80 ft' Not Recommended StoCreativ Granite 5 gal. pail 75-85 ft' Not Recommended Stolit 2.0 5 gal. pail 90-100 ft' 75-85 ft' Stolit 3.0 5 gal. pail 60-70 ft' 55-65 ft' Stolit R2.0 5 gal. pail 90-100 ft' 85-95 ft' Stolit R3.0 5 gal. pail 60-70 ft' 55-65 ft' Stolit .75 5 gal. pail 180-190 ft' 170-180 ft' NOTE: Sto Limestone finish is achieved in a two step application - first a finish coat of Stolit 1.0, then a finish coat of Stolit Freeform, installed "tight" over the dried Stolit 1.0 COATINGS PACKAGE RECOATING MASONRY StoSilco Lastic 5 gal. pail 250-300 ft'-2 coats 250-300 ft'-2 coats Stolastic Smooth 5 gal. pail 250-300 ft'-2 coats 250-300 ft'-2 coats StoCoat Acryl 5 gal. pail 500-550 ft'-2 coats 400-450 ft'-2 coats StoCoat Acryl Plus 5 gal. pail 400-450 ft'-2 coats 350-400 ft'-2 coats StoCoat Lotusan 5 gal. pail 500-600 ft'-2 coats 400-500 ft'-2 coats 40 STOGUARD® PACKAGE COVERAGE Sto Gold Fill 5 gal. pail 175-250 linear feet (53-76 m) Sto Gold Coat 5 gal. pail Dens-GlassO Gold: 425-525 ft' (39-49m2) Exterior Gypsum: 550-650 ft' (51-60 m') Plywood: 550-650 ft' (51-60 m') StoGuardMesh 4.25" 150' Roll 150 linear feet StoGuardMesh 9.5" 150' Roll 150 linear feet; 118 ft' Dens -Glass Gold is a registered trademark of G-P Gypsum Corp Note: Coverage rates are based upon actual field experience and are believed to be reliable. Please be advised that coverage rates can vary based upon the type of application methods employed and level of craftsmanship. Sto Corp. hereby disclaims any and all liability for rates of coverage which may differ from those published herein. EIFS Industry Adhesives Coverage PRODUCT LBS/ TROWEL TROWEL SPACE SF/PAIL PAIL NOTCH NOTCH BETWEEN WIDTH HEIGHT NOTCHES Sto Dispersion Adhesive 64 3/16" 3/8" 1-3/4" 350 Dryvit ADEPS 60 3/8" 112' 1-112" 160 Senergy Senerquick 50 3/16" 3/16" 3/16" 275 Parex 3.03 55 5/16" 5/16" 3/4" 270 Metric Conversions ft. to m, multiply by 0.3048 in. to mm, multiply by 25.4 gal. to liters (L), multiply by 3.78541 lbs. to kg, multiply by 0.453592 ft' to m', multiply by 0.09290304 Where to find help: Visit Sto's Web site: www.stocorp.com Technical Service Hotline: 1-800-221-2397 Your local Sto Distributor Your Sto Sales Representative till 43 Stosilo The StoSilo System was introduced in Europe in the mid 1990's. In that short time, it has revolutionized the application of EIFS adhesives and base coats. Now the StoMachine Technology Program is bringing this unique technology to North America, giving customers a competitive edge by shortening the length of time on jobs and reducing labor costs. The StoSilo Combo The StoSilo Combo consists of a dry material hopper, an integral continuous mixer, and variable speed pump. The remote control pump allows the person at the spray nozzle to be in full control of the machine up to 210 feet (64 m) away. No one is needed to attend the machine or hand mix pails of material. The StoSilo Combo comes in two sizes: 1.0 m3 and 3.0 ml. The 1.0 m3 StoSilo holds approximately, 40 x 60-lb (27 kg) bags of Sto BTS Silo, while the 3.0 m3 StoSilo holds approximately, 120 x 60-lb (27 kg) bags of material. Sto BTS Silo is a specially engineered material developed for use with the StoSilo System. Features Benefits One self-contained system Easy to handle; saves time and space in loading Large dry storage capacity Reduces need to handle or move bags Weathertight, secure storage Reduces material loss due to weather container conditions or theft Totally automated system Reduces labor costs; enhances quality control Spray application of adhesive Increases productivity and base coat Adhesive/base coat formulated and Optimum material consistency for spraying tested for StoMachine Technology Variable speed settings Provides flexibility for specific job conditions Continuously controlled Consistent mix every time water addition Single source supply for Streamlines set-up and production; no need to equipment deal with multiple organizations Quick change components Reduces down -time for part changes 44 Three StoSilo Packages Available The StoMachine Technology Program offers short-term and long-term leases on three different StoSilo packages to fit your specific job site needs. If problems do occur, call the StoMachine Technology Helpline: (888)-522-0184 available 8 a.m. - 5 p.m. (EDT) for operational assistance by a StoMachine Technology technician. If there is no answer, leave a message and calls will be returned within one hour during hours of operation or normal business hours. StoSilo System Includes the StoSilo Combo, air compressor and water pump. StoSilo Power Includes the StoSilo Combo, air compressor and water pump. StoSilo Mobile Includes the StoSilo Combo, air compressor, water pump and generator mounted on a truck with one ton (907) kg) of towing capacity" TO "3/4 ton or larger truck with a Class III towing package equipped with electric brakes; a 2-15/16" ball is required. The StoSilo Finish Hopper is a galvanized aluminum hopper that may be used with the StoSilo pump to spray various Sto "bucket" products (see product equipment matrix for specific products). The StoSilo Finish Hopper is attached to the StoSilo pump drawer and allows spraying of some products up to 210 feet. 45 StoSilo Comparative Job Data Project Type: Project Description: Project Location: Project Size (SF): Conventional/StoSilo Crew Size: Adhesive Square feet (ftz) per man per day Production per day crew size' ftz/man/day) Number of production days project size / daily prod) Base Coat Square feet (ftz) per man per day Production per day (ftz) crew size * ftz/man/day) Number of production days project size/daily production) Adhesive + Basecoat Totals Adhesive Production Days Base Coat Production Days Total BC +ADH Production Days Total BC +ADH Man Hours crew size * prod days * 8 hrs) Average Man Cost Per Hour wages, benefits, comp, etc) Total Labor Costs Total Man Hours * Man Cost Per Hour) LABOR SAVINGS Project #1 Project #2 Compare YOUR numbers Church Building Hotel L-shaped two 28' tall L-shaped story church hotel with windows building with and seven partial one-story 150 ftz gables elevation. Medallions around windows and doors. Shawnee, Kansas Chicago, Illinois 20,000 (SF) 27,500 (SF) 6 5 4 4 450 1,000 400 1,000 2,700 5,000 1,600 4,000 7 4 17 7 450 1,000 400 1,000 21700 5,000 1,600 4,000 7 4 17 7 7 4 17 7 7 4 17 7 14 8 34 14 672 320 1,088 448 35 35 48 48 23,520 $11,200 52,224 $21,504 12,320 33,720 46 Portable Equipment Features Benefits Versatile, spray application of most Sto products Reduces labor; one pump for many products Portable and lightweight Use interior and exterior Optional mobile cart Additional ease of movement around job sites Operates on 110V power Variable pressure setting Reversible pump Reduces pressure in hose safely when needed Low maintenance Little to no downtime Remote control On/Off at nozzle Eliminates need to tend the pump Various hose lengths Configure hose as needed; eliminates staging on scaffolding Interchangeable accessory parts with the StoSilo StoSilo users stock one set of parts for both Multiple accessory kits available; • Versatile for different job and various tips and hose sizes product applications Power Roller optional attachment • Roll smooth coatings with continuous material flow Easy clean-up • Reduces time and labor 47 StoMachine Technology Product Reference Equipment for Mixing and Spraying Sto Products The following chart provides general guidance for selection of spraying equipment to be used with Sto products. Because all spray application projects are different, we cannot recommend a specific orifice size or pressure setting for each material. Test areas are always recommended to be sure of desired results. E E E F= E OJ E E E E Z' E E 2, Z cc cc a) a, a C C E E E 2: E E E E E E E C-4 0 0 0 0 0 LA Cr UJ oo E C C C CU E W E W E W E W E W E E E E E E E 0 0 0 0 0 CU W W CU CU Q. 2E! KI Z 2! 2f Z E. 12 E E F= E o 0 48 StoMachine Technology Product Reference Equipment for Mixing and Spraying Sto Products C C C C C C C C E E E E E E,. E E A 1.. lO lO t0 tv6 O t0 tV6 XAY Z a Cr a a o o v a v W a 00 E v c a c ai c a E- a. E-c ai ai c v c ai c a1 E E E E E E E E E E E E E E z E E E E 0 0 0 0 0 0 0 o L CL a ns CUCU Cdy a o Z a c Cr vdoc -o a 0 V lJ O H m. l7 l7 O 49 StoMachine Technology Product Reference Equipment for Mixing and Spraying Sto Products o E t c z z z z E E in p an Ov x m m c m z z z EE z z V1 V LLI E E L a X o m a a, n E z z z no n ov m Z Z Z W O T d•a o N 3o Ev,ml o o v o p„ X, o f o o. o 0 o V w: in Q vi vi Notes: 1) If the Sto product that interests you does not appear above, it is not currently recommended for mixing or spraying applications. 2) "Yes" — mixing and/or spraying the subject product with this type of equipment is possible. Recommended" - this equipment is the best choice for mixing and/or spraying the product. NR" — this equipment is not recommended for mixing and/or spraying this product. 3) We cannot recommend specific orifice sizes and pressure settings because they will vary with the equipment being used and the desired finished appearance.We suggest preparing a test area for review using the equipment, materials and methods proposed for the job. 4) Specific questions about use of the Sto M-8 Spray Pump, the Sto 5-25 Continuous Mixer and the StoSilo Combo should be directed to the StoMachine Technology group at (888) 522-0184. 50 Sto Jet Mixer Technology Provides Fast Delivery of Finishes Most Sto Distributors now have the Sto Jet Mixer Technology Program: On -site color mixing for finishes Pre-programmed with Sto color formulations for exact pigment dispensing Patented mixing cups produce smooth, even blend Internet tint formula access Better system than competitors' mixing systems Result — faster delivery, more accurate color Features Over 85,000 color formulas immediately available for point of sale tinting via Distributor Internet Tint Formula Access Half gallon sample program Custom color formulas Utilization of Sto Corp. Distributor Tinting Application Centralized automated color lab Benefits Correct color when you need it Fast point of sale sample production Developed and furnished same or next day An easy -to -use custom computer program developed to manage point of sale color (via the internet) Over 60 years of combined color formulation experience 51 53 Average Labor Production Sto Product: Production 1 man per 8 hr. day) Adhesives/Fasteners Sto BTS w/EPS boards 400 sq. ft. (37.2 sq. m) Sto Dispersion Adhesive w/EPS Boards 700 sq. ft. (65.0 sq. m) Sto Flexyl w/Extruded Boards 500 sq. ft. (46.5 sq. m) Base Coat: Sto Base Coat: Sto RFP and Sto Mesh 500 sq. ft. (46.5 sq. m) Sto Base Coat: Sto BTS and Sto Mesh 400 sq. ft. (37.2 sq. m) Sto Base Coat: Sto RFP and Sto Armor Mat 400 sq. ft. (37.2 sq. m) Sto Base Coat: Sto BTS and Sto Armor Mat 350 sq. ft. (32.5 sq. m) Finishes Stolit 1.0, Stolit Lotusan 1.0, Sto Fine Sand 900 sq. ft. (83.6 sq. m) Stolit 1.5, Stolit Lotusan 1.5, Sto Medium Sand 800 sq. ft. (74.3 sq. m) Stolit R 1.5, Sto Swirl 800 sq. ft. (74.3 sq.m) Stolit 2.0 700 sq. ft. (65.0 sq. m) Stolit R2 600 sq. ft. (55.7 sq. m) Stolit Freeform, Stolit Lotusan Freeform 600 sq. ft. (55.7 sq. m) Sto Decocoat 800 sq. ft. (74.3 sq. m) Miscellaneous Roller applied paints, primers, sealers 1600 sq. ft. (148.6 sq. m) Fill & rasping 900 sq. ft. (83.6 sq. m) 54 Estimator Checklist Job Date Estimator Removal of trees, shrubs, etc. Ground coverings Excavation/leveling of terrain Scaffolding & Setup Demolition Chipping or scraping substrate Sandblasting Cleaning Masking Tenting Heating Sto Plex W Leveling w/ Moisture Protection Backwrapping Fastening w/ Insulation Fill & Rasp Rout Grooves Sto Base Coat w/ Sto Armor Mat Sto Mesh Sto Primer Caulking (Dissimilar Mat.) Sto Finish Expansion Joints Windowsill Flashing Parapet Top Flashing Cleanup Shipping 55 M 57 StoTherm® EIFS Installation Inspection Checklists Job Name Location No. Inspection Item Description Conformance Yes No Pre -Construction Verify roles and responsibilities Verify sequencing of work Verify conformance of details Verify dew point analysis and location of vapor retarder (if needed) 1 Terminations at grade 2 Ultra -High impact resistance 3 _ Window and door sill flashing 4 Window and door head flashing 5 Roof/Wall diverter flashing 6 Saddle Flashing 7 Location of expansion joints 8 Slope and thickness of trim and features 9 Parapet or eave condition 10 Expansion joints with sealant and sealant at all penetrations and attachments through system Site Conditions 1 Material Storage —verify adequacy of material storage areas and that materials are properly stored. 2 Substrate —verify that the substrate is correct , substrate condition is clean, dry, free from defects, in plane, and verify substrate installation and attachment in conformance with manufacturer's recommendations. Moisture Protection Barrier EIFS 3a Verify protection of rough openings in conformance with Sto Details 1.23a and 1.24a. EIFS with Drainage 3b StoGuard"—verify protection of rough openings in conformance with Sto Detail 10.23a. Note if any areas of sheathing are not covered with Sto Gold Coat`'. 3c Building Paper —verify protection of rough openings in conformance with Sto Details 8.23 or 9.23. 3d House Wrap —verify protection of rough openings in conformance with Sto Details 8.23 or 9.23. Verify installation of house wrap in conformance with manufacturer's instructions. 4 Flashing —note critical flashing locations on the structure and verify that flashing is present. Verify that flashing end dams are Incorporated Into the flashing material beneath windows and doors. No. Inspection Item Description Conformance Yes No EIFS Installation 1 Backwrapping—verify the presence and attachment of backwrap reinforcing mesh (Sto Detail Mesh) at system terminations prior to the application of EPS board. Adhesive Installation 2 Verify application of adhesive in the proper direction with proper size notched trowel. EPS Board Installation 3 Verify minimum 6" overlap of sheathing joints. 4 Verify EPS board joints tightly abutted. 5 Verify EPS board joints staggered. 6 Verify EPS boards interlocked at inside and outside corners. 7 Verify'T' cut of EPS board around openings. 8 Verify adequate attachment of EPS board by pulling freshly applied board and checking for roughly equal amount of adhesive on substrate and on EPS board. 9 Verify termination of EPS board with proper gap at abutting elements such as windows, doors, other penetrations, and at expansion joints. 10 Verify proper thickness of EPS board at reveals minimum 3/4") and projecting features (maximum 4") and proper slope (minimum 27°). Rasping and Slivering of EPS Board 11 Identify areas of EPS board joints that must be slivered or filled with spray foam. 12 Verify that entire EPS board surface has been rasped. Base Coat and Mesh Installation 13 Verify full embedment of backwrap reinforcing mesh along edges - no voids, or mesh color visible. 14 Verify installation of diagonal mesh strips at corners of all openings. 15 Verify installation of Sto Armor Mat with butt joints at areas indicated on drawings. 16 Verify reveals reinforced with mesh and no excess base coat. 17 Verify mesh overlaps of minimum 2-1/2". 18 Verify double mesh reinforcement at corners. 19 Verify no mesh color visible in the completed base coat application. Primer Application 20 Verify complete coverage of base coat with primer. Finish Application 21 Verify finish application in advance of direct sunlight exposure, working a wet edge toward unfinished area. 22 Verify consistency of texture and color with sample or mock-up. 23 Verify finish not installed into or over construction joints. 59 No. Inspection Item Description Conformance Yes No Sealants 1 Verify priming (if required) of joint surfaces. 2 Verify properly sized backer rod installed to proper depth in joint. 3 Verify installation of sealant to EIFS base coat and tooling of sealant. Final Inspection 1 Verify flashings extend beyond the outer face of the wall. 2 Verify sealants are in place at system terminations and are fully adhered to joint surfaces. 3 Verify uniform appearance of finished wall surface. 4 Note dirt accumulation or physical damage that may have occurred during construction. 5 Verify that at least one pail of finish is on hand or stored for touch-up and color matching in the event of future repairs or additions. 6 Verify removal of construction materials and equipment, and waste material. Notes: i„ Technical Support To better serve the industry with technical assistance in design and application, Sto Corp. has set up a network of technicians experienced and trained in all aspects of Sto Products and systems. These technicians are employed by Sto Corp. and are available to assist you. For the number of the technician in your area, contact your local Sto Distributor or call 1-800-221-2397 (Atlanta, Georgia). www.stocorp.com Features An easy to use reference source for the building professional to view, download and print: System guide specifications Guide detail drawings Building Code Approvals Product bulletins Tech Hotlines Material Safety Data Sheets (MSDS) Distributor locations Company information Color selection charts Sto Electronic Submittal System (ESS) Prepare a complete submittal package Including systems and product information; Optional inclusion of Specification,Warranty Schedule, SampleWarranty H Notes: 62 Notes: 63 Sto Corp. 3800 Camp Creek Parkway Building 1400, Suite 120, Atlanta, GA. 30331 Tel: 404-346-3666 Toll Free: 1-800 221 2397 i Fax:404-346-3119 , Alto S118G 05/11 VEN 5609 0 Energy Code: 2014 Florida Building Code, Energy Conservation Project Title: LA Sanford Tenant Interior FM C EProjectType: 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. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts ft2) Watts/ ft2 (B X C) 1-Exercise center 33630 0.88 29594 Total Allowed Watts = 29594 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-Exercise center LED 3: F3: Other: 1 8 31 248 LED 21: F25A: Other: 1 24 25 600 LED 21: F14A: Other: 1 30 26 795 LED 19: F22A: Other: 1 23 18 414 LED 18: F20: Other: 1 29 70 2030 LED 18: F13: Other: 1 4 22 88 LED 17: F30A: LED PAR 15W: 1 1 20 20 LED 17: F19: Other: 1 6 117 702 LED 15: F17: Other: 1 38 97 3678 LED 16: F18: Other: 1 22 22 486 LED 20: F11A: LED PAR 17W: 1 19 18 352 LED 20: F9: 4.4W/L: Other: 1 90 4 396 LED 20: F3WET: Other: 1 7 24 168 LED 20: F6/F7: 4.4W/L: Other: 1 116 4 510 LED 20: F16H: LED Linear 33W: 1 16 65 1040 LED 10: F10/F10D: Other: 1 12 100 1195 LED 19: F24A: Other: 1 6 236 1414 LED 19: F12: 4.4W/LF: Other: 1 260 4 1144 LED 23: LH: Other: 1 98 102 10035 LED 24: LH-6FT: Other: 1 8 77 614 LED 26: LL: Other: 1 6 23 138 Project Title: LA Sanford Tenant Interior Data filename: F:\63025\63025-2014-4.0.6.2.cck Report date: 08/15/17 Page 1 of 11 A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Project Title: LA Sanford Tenant Interior Data filename: F:\63025\63025-2014-4.0.6.2.cck Report date: 08/15/17 Page 2 of 11 C€3 check Software Version 4.0.6.2 Mechanical Compliance Certificate Project Information Energy Code: 2014 Florida Building Code, Energy Conservation Project Title: LA Sanford Tenant Interior 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 WH-1: Gas Storage Water Heater, Capacity: 100 gallons, Input Rating: 199 Btu/h w/ Circulation Pump Proposed Efficiency: 100.00 % Et, Required Efficiency: 80.00 % Et 1 WH-2: Electric Instantaneous Water Heater, Capacity: 5 gallons No minimum efficiency requirement applies Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this specifications, and other calculations submitted with this permit application. designed to meet the 2014 Florida Building Code, Energy Conservation re 1i with any applicable mandatory requirements listed in the Inspe,iorr'hre i JoMeo% F. 07:710leor P45 Name - Title Signature Project Title: LA Sanford Tenant Interior Data filename: F:\63025\63025-2014-4.0.6.2.cck nt is consistent with the building plans, osed mechanical systems have been in COMcheck Version 4.0.6.2 and to comply I/ / % % Date Report date: 08/15/17 Page 3 of 11 COMcheck Software Version 4.0.6.2 Inspection Checklist Energy Code: 2014 Florida Building Code, Energy Conservation Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Plan Review , Complies? Comments/Assumptioris Req.ID IC103.2 Plans, specifications, and/or Complies Requirement will be met. PR3]1 calculations provide all information Does Not with which compliance can be Not Observabledeterminedfortheservicewater heating systems and equipment and Not Applicable document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. C405.7 Plans, specifications, and/or Complies Requirement will be met. PR17]1 calculations provide all information Does Not with which compliance can be determined for the electrical systems Not Observable i and equipment and document where Not Applicable exceptions are claimed. Provisions are made for metering individual tenant units. Feeder connectors sized in accordance with approved plans with maximum drop of 2% and branch circuits sized for maximum drop of 3 %. C103.2 Plans, specifications, and/or Complies Requirement will be met. PR4]1 calculations provide all information Does Not with which compliance can be Not Observable' determined for the interior lighting Not Applicableandelectricalsystemsandequipment and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. C406 Plans, specifications, and/or Complies Requirement will be met. PR9]1 calculations provide all information Does Not with which compliance can be Not Observabledeterminedfortheadditionalenergy efficiency package options. 'Not Applicable Additional Comments/Assumptions: 1 ;High Impact (Tier 1) ' 2 ,;Medium Impact (Tier 2) 3 'Low Impact (Tier 3) Project Title: LA Sanford Tenant Interior Report date: 08/15/17 Data filename: F:\63025\63025-2014-4.0.6.2.cck Page 4 of 11 S'ect on , Plumb ng Rough in inspectiexn Complies Co Sc Req.ID> en' iC404 3 'Temperature controls installed on Complies Requirement will be met. PL531, service water heating systems (110 F Does Not for dwelling units and lavatories in Not Observable ; public restrooms and 90 F for other occupancies.) Not Applicable C404.4`Automatic time switches installed to Complies Requirement will be met. PL331 automatically switch off the Does Not recirculating hot-water system or heat Not Observable' trace. Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) ;`2 ;Medium Impact (Tier2) 3 „tow Impact (Tier 3) Project Title: LA Sanford Tenant Interior Report date: 08/15/17 Data filename: F:\63025\63025-2014-4.0.6.2.cck Page 5 of 11 C403.2.8 Thermally ineffective panel surfaces of;LJComplies Requirementwill be met. M; E41]3 sensible heating panels have Does Not insulation >= R-3.5. Not Observable' Not Applicable C408 2.2.. Air outlets and zone terminal devices Complies Requirement will be met. T have means for air balancing. Does Not ME5313 ,-) 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 have controls to limit fan Not Observable motor Not Applicable demand. C403. 4:2 VAV fan motors >=7.5 hp to be driven Complies Exception: Requirement does not apply. . ME65]? ' by variable speed drive, have a vane- Does Not axial fan with variable pitch blades, or Not Observable havecontrolstolimitfanmotordemand. Not Applicable Additional Comments/Assumptions: j 1 ;High Impact (Tier 1) j 2 Medium impact (Tier 2) 3-1Low Impact (Tier 3) Project Title: LA Sanford Tenant Interior Report date: 08/15/17 Data filename: F:\63025\63025-2014-4.0.6.2.cck Page 6 of 11 Section'..;.._ Raugh=tn Electrical Inspection" CompHes? Comments/Assumptions Req:ID: i C405.2.2 ("Automatic controls to shut off allRequirement will be met. 1,, 4building lighting installed in all Does Not EL22]? buildings. Not Observable Not Applicable C405.2.L' -;Independent lighting controls installed Complies Requirement will be met. per approved lighting plans and all EDDoes Not EL23]2, manual controls readily accessible and; Not Observablevisibletooccupants: 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%. DNot Observable i Not Applicable C405.2.2. 'Daylight zones provided with Complies Requirement will be met. 3 Jnclividual controls that control the Does Not 1EL16]2 lights independent of general area Not Observable fighting, Not Applicable C405.2.3 .;Sleeping units have at least one Complies Exception: Requirement does not apply. EL17]3 .master switch at the main entry door Does Not that controls wired luminaires and Not Observableswitchedreceptacles. Not Applicable C405.2.2. ;Occupancy sensors installed in Complies Requirement will be met. l 2 required spaces. Does Not EL18]1 Not Observable j 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 i Not Applicable C405.2.2. Enclosed spaces with daylight area Complies Exception: Requirement does not apply. 3 under skylights and rooftop monitors Does Not EL21]1 are equipped with required lighting Not Observable controls. Not Applicable C405.2.3 Separate lighting control devices for Complies Requirement will be met. EL4]1 specific uses installed per approved Does Not lighting plans. Not Observable Not Applicable C.405:3 Fluorescent luminaires with odd Complies Exception: Requirement does not apply. EL19]3 anumbered lamp configurations that Does Not are within 10 feet center to center (if Not Observable recess mounted) or are within 1 foot edge to edge (if pendant or surface Not Applicable mounted) shall be tandem wired. C405.4 Exit signs do not exceed 5 watts per i Complies Requirement will be met. EL6]1 face. Does Not Not Observable Not Applicable C405.2.3 Additional interior lighting power Complies Requirement will be met. EL8]1 tallowecl for special functions per the Does Not approved lighting plans and is Not Observable automatically controlled and separated from general lighting. Not Applicable Additional Comments/Assumptions: 1 !High Impact (Tier 1) ; 2,]Medium Impact (Tier 2) a lLow Impact (Tier 3) Project Title: LA Sanford Tenant Interior Report date: 08/15/17 Data filename: F:\63025\63025-2014-4.0.6.2:cck Page 7 of 11 1 High Impact .(Tier 1) 2 Medium Impact (Tier2) 3 ,Low Impact (Tier.3) Project Title: LA Sanford Tenant Interior Report date: 08/15/17 Data filename: F:\63025\63025-2014-4.0.6.2.cck Page 8 of 11 JC404.8.2 Public lavatory facilities equipped with ;LJComplies Requirement will be met. FI53]3 outlet devices which limit the flow of Does Not hot water to a maximum of 0.5 gpm or Not Observable' are equipped with self -closing valves Not Applicablethatlimitdeliverytoapercycle maximum of 0.25 gallons of hot water for recirculating systems and to a maximum of 0.50 gallons for non - recirculating systems. C404.8.2 Public lavatory facilities equipped with Complies Requirement will be met. F153,11 outlet devices which limit the flow of Does Not hot water to a maximum of 0.5 gpm or Not Observable are equipped with self -closing valves Not Applicablethatlimitdeliverytoapercycle maximum of 0.25 gallons of hot water for recirculating systems and to a maximum of 0.50 gallons for non- i recirculating systems. C404.8:2 Public lavatory water temperature e Complies Exception: Requirement does not apply. FI11]3 110 F. Does Not Not Observable Not Applicable C4,04.82 Public lavatory water temperature Complies Requirement will be met. FI1113 110°F. Does Not Not Observable Not Applicable i C404:8:3. Showers used for non -safety reasons Complies Requirement will be met. FI52]3 equipped with flow control devices to Does Not limit the water discharge to a Not Observable maximum of 2.5 gpm per shower head. Flow restricting inserts used as Not Applicable i a component part of a showerhead are mechanically retained at the point of manufacture C404.:8.1 Showers used for non -safety reasons Complies Requirement will be met. F152]3 Eequipped with flow control devices to Does Not limit the water discharge to a maximum Not Observable. of 2.5 gpm per shower head. Flow restricting inserts used as Not Applicable a component part of a showerhead are mechanically retained at the point of manufacture C404:5 All piping in circulating system Complies Requirement will be met. FI25]Z insulated Does Not Not Observable Not Applicable C404:5,' First 8 ft of outlet piping is insulated Complies Requirement will be met. FI45,1 Does Not Not Observable: Not Applicable C404.6 Controls are installed that limit the Complies Requirement will be met. FI12]3 operation of a recirculation pump Does Not installed to maintain temperature of a Not Observable storage tank. Not Applicable C4.08.2.5- Furnished as -built drawings for Complies Requirement will be met. 1 electric power systems within 30 days T-IDoes Not FI1613 of system acceptance. Not Observable Not Applicable 1 jHigh Impact (Tier 1) 2; ]Medium Impact (Tier 2) 3 ;Low Impact (Tier 3) Project Title: LA Sanford Tenant Interior Report date: 08/15/17 Data filename: F:\63025\63025-2014-4:0.6.2.cck Page 9 of 11 . Section4 Final Inspection Complies? Comments/Assumptwns Re 4D'i C303.3, Furnished O&M instructions for Complies Requirement will be met. C408.2.5. systems and equipment to the Does Not 2 building owner or designated Not Observable FI17]3, representative. Not Applicable C405.5.2 Interior installed lamp and fixture Complies See the Interior Lighting fixture schedule for values. F[18]1 lighting power is consistent with what Does Not Js shown on the approved lighting Not Observable plans, demonstrating proposed watts are less than or equal to allowed Not Applicable waits. jC40833 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 Additional Comments/Assumptions: 1 ;High Impact (Tier 1) 2 ;Medium Impact (Tier 2) 3 ;Low Impact (Tier 3) Project Title: LA Sanford Tenant Interior Report date: 08/15/17 Data filename:•F:\63025\63025-2014-4.0.6.2.cck Page 10 of 11 Project Title: 08/15/17LASanfordTenantInteriorReportdate: Data filename: F:\63025\63025-2014-4..0.6.2.cck Page 11 of 11 JOR9- %6 V^1 all 3u/Lp - 0e4 C(a-42 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIONs Application No: _ i 7-.277V j Documented Construction Value: t_ Job Address: moo 6c)E^57- L 9k y Historic District: Yes No ' Parcel ID: _ - o S /8 - O o06 - vo 5d Residential Commercials Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: W/` i%'ii/i .S'i")'}c/CS• Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Got -3/2-790d3 Street: 2a 16 /V cc3 i9 h S` Sri' go j Resident of property? : o City, State Zip: &Ac* ,P,9 ten! FL 33g31 Contractor Information Name Phone: V d,7 g3 ( - 3 6 a o Street: S-D Fax: 4e6 % c93 0 VW, City, State Zip:/:_-Z ,32 '71g State License No.: C¢c lkl4 d-3 Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all law' lregulating 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 [ will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Samford requires payment of plan review fee at the time of permit submittal.. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the pennit is 'issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zot 'ng. JAN 3 6 201 Si"nature of Owner/Agent Date Signature of Contractor/A nif Date Print Oww )edAgent s Name Print Contractor/Agent's Name 5ianature of Notary -State of Florida Date. Owner/Agent is Personally Known to iMe or Produced ID Type of ID 113611a r.._... ? ,. T'bMh+ Putiii0 State W Florida Jenifer Caporuscio My Commission FF 903796 o n Exolresn7n7nots Contractor/Agent is Personally Known to Me Produced ID Type o 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: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, N15 Permit Application Post this permit in a conspicuous location outside Approved plans must he posted with permit for inspection Leave all work uncovered until inspected and Approved Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER ELECTRIC EYSPL•'C770N7YPF APPROVED RF-IFC7310 lNSIFCTOIt iPLUMBING INSPF.C710YnIIN APPROVED RFJFC77:D 1ASPF'C70R FOOTER / SLAB STEEL BOND SEWER ELECTRIC UNDERGROUND PLUMBING} UNDERGROUND ELECTRIC WALL ROUGH PLUMBING ROUGH ELECTRIC CEILING ROUGH PLUMBING 2ND ROUGH PRE -POWER INSPECTION PLUMBING FINAL, CHANGE OF SERVICE ROOF STORM DRAIN 11VSPEC17oNTYPE APPROVED RVFMD 6VFPECTOR TEMPORARY POLE ELECTRIC FINAL ROOF STORM DRAIN ROUGI I MECHANICAL, I.V.SPFC77ON 77PF _ AP!'ROf'In HFJF.CTFU INSYE('TOR ROOF STORM DRAIN FINAL GAS 1NS1LC7701VIYPE• APPROIT-D REIECTF-0 INSPECTOR MECHANICAL ROUGH MECH FIRE DAMPER ANGLE GAS UNDERGROUND PIPING MECH FIRE DAMPER FRAME GAS ROUGH -IN MECH FIRE DAMPER ANNULAR GAS FINAL MECH CEILING ROUGH MEDICAL GAS ROUGI I -IN MECH INSULATION WRAP MEDICAL GAS FINAL MECHANICAL FINAL SPECIAL, / MISCELLANEOUS IN.SPFC77f)N TFPE AI'PROVFD RFJF(7fM INSPE(7OR HOOD SYSL'EttiI IVSPF.C710N 7711F AP)'ROr'FJ) RFJICTF.0 INSJ1-,'C7T)R PIPE INSULATION HOOD SYSTEM ROUGH GREASE DUCT WRAP HOOD SYSTEM INSULATION STEAM / CHILL WATER ROUGH LIGHT/WATER TEST GREASE TRAP ROUGH IN HOOD SYSTEM FINAL GREASE TRAP FINAL 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. NOTICE! IN ADDMON TO THE REQUIREMENTS OF THIS PFRXIIT. T/IERE MAYBE ADDITIONAL RESTRiame; APPLICABLE TO THIS PROPERTY THAT MAY DE FOUND N THE PUBLIC RECORDS OF THIS COUNTY, ANDTHFREMAYBEADDrrIONALPERTt1TSREQUIREDFROMOTHERC.OVERN`MENTAL ENTITIES SUCH AS WATL"R "(A4AGEalE1.T DISTR!CT& STATE AGENCIES OR FEDERAL AGENCIES FDCI05.1.7 RE1'tSEu: 04n7 WPmlan Line Jo7,793.6ai! sre3! V LTitT 234 North Westmonte Drive, Suite 2000 H.A.ROGERS Altamonte Springs, FL 32714 Phone) 407-339.4001 Fax) 407-3394911 CONSTRUCTION COMPANY SUBCONTRACT AGREEMENT Subcontract No; - 55640 15600 Page No; 1 of 7 Sub Contraclor Ali Flow Designs, Inc. Project: LA Fitness Sanford 250.1a smine Road 300 W Lake Mary Blvd Ste 300 Cassclborry. FL 32707 Sanford, FL 32773 Phone)(321) 397-2130 (Fax) Arct iteci/Enginear Schroeder Architects Owner La Fitness IAlernational LLC 311a E Shadowlawn Avenue NE 9105 Irvine Center Drive Suite 200 Atlanta, GA 30306 Irvine, CA 92610 Sub -Contract Price: One Hundred Fdty Four Thousand Eight Hundred Nineteen Dollars And No Cents 114,019 00 THIS Subcontract Agreement {'Agreement") is made and entered into this 4th day of December 2017 by and between R.A. ROGERS CONSTRUCTION COMPANY, LLC Altamonte Springs FL (-Contractor") and AIR FLOW DESIGNS, INC. ("Subcontractor"). The Contractor has a contract for construction with the Owner for the Project, which contract is hereinafter referred to as the Prime Contract which provides for the furnishing of labor, materials, equipment and services in connection with the construction of the Project. A copy of the Prime Contract, (from which compensation amounts may be deleted and to which this Subcontractor is bound) and the Prime Contract's Contract Documents enumerated therein, are available to the Subcontractor upon request, and herein incorporated by reference. The Subcontractor hereby agrees with Contractor to furnish all labor, material, equipment, daily cleanup, unloading, storage and installation of owner fumished equipment (as may be required within contract work scope, layout, coordination and supervision, necessary to comply with this Agreement and the Scope of Work as well as perform said Work in accordance with the conditions set forth in the drawings, details, plans, and specifications as listed in Exhibit "A' as prepared by the Architect ("Plans and Specifications'). Scope of work to include but is not limited to: HVAC work in accordance with the Contract Documents, including, but not limited to, all labor, materials, equipment and appurtenances required to complete the following: HVAC work for a complete system, layout, supervision, evacuation of refrigerant to allow for demolition by others, ducting, insulation, aluminum all grilles (A2.12.1), labelling and marking, aluminum ductwork in wet areas as required, warranties as indicated, EMB A flues for gas equipment, Big Ass Fans supplied and installed with mounting Unistrut or steel as indicate needed, test and balance, coordination with tenap Improvement work so there are no gaps in your work, and routine cleanup as required. $ =$O.d4a t. alkVI-/41 Excluded:. EMS witing and landing of wires from your supplied items to the indicated panels, Per LA Fitness specifications should a discrepancy exist in specification you will have the more expensive application, Pay careful attention to the ID drawings which are part of this work. Change orders may include a fee of up to 10% overhead and profit The Subcontractor acknowledges that he/she is bound by, and shall adhere to, in strict accordance, with all provisions and requirements of the Storm Water Pollution Prevention Plan (SWPPP).' ' The Subcontract Documents consist of (1) this Agreement; (2) the Prime Contract and the Prime Contract's Contract Documents enumerated therein; (3) change orders to Prime Contract issued subsequent to the execution of the Agreement; (4) change orders and CCDs to this Agreement issued after its execution; and (5) all Exhibits herein. These form the "Subcontract Documents', and are as fully a part of this Agreement as if attached to this Agreement or repeated herein. 1. Subcontractor agrees to provide sufficient manpower to maintain the Contractor's Project schedule within a normal work week. Should overtime or additional man power be required for the Subcontractor to maintain the Contractors Project schedule, it shall be at Subcontractor's sole expense. Subcontractor shall coordinate with other trades as necessary in order to ensure the Work is completed in a complete, neat and workman like manner. Attendance is mandatory at Project meetings by Subcontractor's foreman. While every attempt will be made to minimize Subcontractor's trips to the Project, it is understood that multiple trips may be required. Subcontractor shall make arrangements for its own loading, unloading, scaffolding and provide daily cleanup of its trash and debris to ensure a neat, productive and safe working environment. Subcontractor hereby acknowledges that he has received, read and is thoroughly familiar with the Plans and Specifications and that the methods, sequences, and procedures described therein for the Work are agreed upon I. A b CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION F Application No: 17-2774 5 Documented Construction Value: $ 343,000.00 al) Job Address: 300 W. Lakemary Blvd (LA Fitness Interior) Historic District: Yes No 11-20-30-523-0000-0010ParcelID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Electrical For LA Fitness Interior Plan Review Contact Person: Phone: 904-626-9345 Thomas A Beattie, Jr. Fax: 904-346-0018 Name Fitness International LLC Title: President Email: thomas@thomaselectriccompamny.net Property Owner Information Phone: Street: 3161 Michelson Drive Suite 600 Resident of property? : City, State Zip: Irvine, CA 92612 Contractor Information Name Thomas Electric Company Phone: 904-346-0012 Street: 1322 Naldo Avenue Fax: 904-346-0018 City, State Zip: Jacksonville, FL 32207 State License No.: EC13005444 Architect/Engineer Information Name: Schroeder Architects Street: 3118 E Shadowlawn Avenue NE City, St, Zip: Atlanta, GA 30308 Bonding Company: N/A Address: Phone: Fax: E-mail: Mortgage Lender: N/A 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. a, 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 ]CC Valuation "Cable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Sign ure of Contractor/Ant toge Print Owiter/Agent's Name Signature of Notary -State of Florida Date Thomas A. Beattie, Jr. Print C itractor/Agent's Name a 'J' •. CATHERINE M. L ALPHONSE MY COMMISSION # Ff 103891 A• "" - 'as EXPIRES: April 26, 2018 Bonded Thnu Notary Public Underwriters4 Owner/Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof El Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application R.A.ROGERS 000234NorthltamonnteDrive, Suite 2714AltamonteSprings, FL 32714 Phone) 407-339-4001 Fax) 407-339-4911 CONSTRUCTION COMRANY SUBCONTRACT AGREEMENT Subcontract No: - 55840 16100 Page No: 1 of 7 Sub -Contractor: Thomas Electric Company Project: LA Fitness Sanford 1322 Naldo Avenue 300 W Lake Mary Blvd Ste 300 Jacksonville, FL 32207 Sanford, FL 32773 Phone) (904) 346-0012 (Fax) (904) 346-0018 Architect/Engineer: Schroeder Architects Owner: La Fitness International LLC 3118 E Shadowlawn Avenue NE 8105 Irvine Center Drive Suite 200 Atlanta, GA 30308 Irvine, CA 92618 Sub -Contract Price: Three Hundred Forty Three Thousand Dollars And No Cents 343,000.00 THIS Subcontract Agreement ("Agreement") is made and entered into this 11th day of December 2017 by and between R.A. ROGERS CONSTRUCTION COMPANY, LLC Altamonte Springs FL ("Contractor") and THOMAS ELECTRIC COMPANY ("Subcontractor"). The Contractor has a contract for construction with the Owner for the Project, which contract is hereinafter referred to as the Prime Contract which provides for the furnishing of labor, materials, equipment and services in connection with the construction of the Project. A copy of the Prime Contract, (from which compensation amounts may be deleted and to which this Subcontractor is bound) and the Prime Contract's Contract Documents enumerated therein, are available to the Subcontractor upon request, and herein incorporated by reference. The Subcontractor hereby agrees with Contractor to furnish all labor, material, equipment, daily cleanup, unloading, storage and installation of owner furnished equipment (as may be required within contract work scope, layout, coordination and supervision, necessary to comply with this Agreement and the Scope of Work as well as perform said Work in accordance with the conditions set forth in the drawings, details, plans, and specifications as listed in Exhibit "A" as prepared by the Architect ("Plans and Specifications"). Scope of work to include but is not limited to: Electrical and Fire alarm work in accordance with the Contract Documents, including, but not limited to, all labor, materials, equipment and appurtenances required to complete the following: Electrical and Fire alarm work for a complete system, layout, supervision, permits, conduit and wire that crosses the rear drive for the electrical service, conduits for the phone service, temporary electrical and lighting, panels, disconnects, transformers, light fixtures, hook up of all HVAC equipment, all EMS work and control wiring including the typical HVAC scope, bonding and electrical work associated the pool, wiring and hook ups of the pool equipment including; panels, breakers, motor starters, lighting, pumps, etc., supply and install wire mold for the cardio, receiving and storage of owner supplied equipment, coordination and releasing of owner supplied equipment, boxes and conduit for the low voltage wiring trades, telephone backboard, voice and data conduits with pull strings, installation of owner supplied curb at cardio area, installation of owner supplied lighting control system and wiring, backfill and compaction of your trenches, light fixtures to be centered, wiring of ceiling fans, unistrut as required, installation as per the arch drawings locations, centering of alarm devices as indicated, labelling as indicated of all electrical items, and routine cleanup as required. As you have both shell and interior contractors there should be no gaps in scope. Per LA Fitness specifications should a discrepancy exist in specification you will have the more expensive application. Pay careful attention to the ID drawings which are part of this work. Change orders may include a fee of up to 10% overhead and profit. The Subcontractor acknowledges that he/she is bound by, and shall adhere to, in strict accordance, with all provisions and requirements of the Storm Water Pollution Prevention Plan (SWPPP).***** The Subcontract Documents consist of (1) this Agreement; (2) the Prime Contract and the Prime Contract's Contract Documents enumerated therein; (3) change orders to Prime Contract issued subsequent to the execution of the Agreement; (4) change orders and CCDs to this Agreement issued after its execution; and (5) all Exhibits herein. These form the "Subcontract Documents", and are as fully a part of this Agreement as if attached to this Agreement or repeated herein. 1. Subcontractor agrees to provide sufficient manpower to maintain the Contractor's Project schedule within a normal work week. Should overtime or additional man power be required for the Subcontractor to maintain the Contractor's Project schedule, it shall be at Subcontractor's sole expense. Subcontractor shall coordinate with other trades as necessary in order to ensure the Work is completed in a complete, neat and workman like manner. Attendance is mandatory at Project meetings by Subcontractor's foreman. While every attempt will be made to minimize Subcontractor's trips to the Project, it is understood that multiple trips may be required. Subcontractor shall make arrangements for its own loading, unloading, scaffolding and provide daily cleanup of its trash and debris to ensure a neat, productive and safe working environment. Subcontractor hereby acknowledges that he has received, read and is thoroughly familiar R.A. ROGERS CONSTRUCTION COMPANY LLC Page 7 of 7 Subcontract Agreement above, and Federal Tax I.D. number for Subcontractor. Contractor reserves to themselves the right to demand and receive duly receipted bills for all materials and labor in any way entering into this Work before making payments. 31. No partial payment made for Work under this Agreement shall be conclusive evidence of the performance, either wholly or in part, of this Agreement, and the final payment shall not be construed to mean acceptance of defective work or improper materials. 32. On the 20th day of each month Subcontractor shall present to Contractor, on Contractor's standard application for payment form, a statement of the work done during the billing period. The Contractor may, at its option on each payment, retain 10%, or the percentage specified in the Subcontract Documents, until final payment is received from the Owner. The final payment including retainage shall be made upon the Subcontractor having furnished all required documentation, and acceptance of the entire project by the Architect/Engineer and the Owner, and delivery of the final payment to the Subcontractor shall be made within twenty days of the Contractors receipt of the final payment from the Owner. 33. Subcontractor specifically acknowledges that no payment, partial or final, shall be due or owed to the Subcontractor from the Contractor or Contractor's surety unless and until, as a STRICT CONDITION PRECEDENT, Contractor receives payment for Subcontractor's Work from the Owner. Contractor shall only be obligated to make payment for any approved requisition to the extent of payment actually received by the Contractor from the Owner in respect thereof. Subcontractor assumes the risk of non-payment by the Owner on the Project to the Contractor. If the Contractor is not paid by the Owner, then neither the Contractor nor its Surety is required to pay the Subcontractor. 34. At the time of submission of its applications for payment, Subcontractor, and any of its sub -subcontractors, third -tier subcontractor and material suppliers, shall execute and deliver an original current Partial Release and Waiver of Lien pursuant to Florida Statutes, Chapter 713. 35. The Contractor reserves the right to make progress payments against the Subcontractor's Subcontract Sum via a Joint Check. If Contractor chooses to elect to make payment by Joint Check, Subcontractor shall execute and also require each of its lower tier subcontractors, suppliers and vendors to execute a separate Joint Check Agreement. The Joint Check Agreement is attached hereto as Exhibit "E." Subcontractor shall provide Contractor a separate Joint Check Agreement executed by the Subcontractor and each sub - subcontractor, supplier and vendor within three days of execution of sub -subcontract, purchase order or agreement. Contractor, at its discretion, may pay Subcontractor and all sub -subcontractors, suppliers and vendors pursuant to the terms of the Joint Check Agreement. 36. If required by this Agreement, Subcontractor shall furnish and deliver to Contractor a performance bond and a payment bond, in the full amount of the Subcontract Price, in such form and with such surety as Contractor alone shall deem acceptable, conditioned generally upon Subcontractor's faithful performances of the Agreement and its payment of all claims arising therefrom. The original of said bond shall be delivered to the Contractor within ten (10) days from the execution of this Agreement, but in any event, prior to commencement of any Work by the Subcontractor. 37. This Agreement and the Subcontract Documents, insofar as they relate in any part or in any way to the Work undertaken herein, constitute the entire agreement between the parties hereto, and it is expressly understood and agreed that there are no agreements or promises by and between the parties, except as aforesaid, and that any additions thereto or changes therein shall be in writing. This Agreement must be signed and returned to the Contractor within ten (10) days of the date of this Agreement as written above. A signed acknowledgement copy will be forwarded to the Subcontractor ten (10) days following Contractor's receipt of the signed Agreement from Subcontractor. No Work shall be performed under this Agreement prior to its execution, and any Work so performed shall be considered as acceptance of all items and conditions herein, and shall bind the Subcontractor to the Contractor, as if fully executed by the Subcontractor. 38. Contractor may assign this Agreement to the Owner at any time and without the prior written consent of the Subcontractor. 39. , All Exhibits are hereby incorporated into this Agreement and Subcontractor is bound by conditions contained therein. Exhibits are identified as follows: A — Contract Document List B — Sample Pay Application, C — Sample Insurance Certificate D — 1-9 Documentation Requirements; E — Joint Check Agreement. THOMAS ELECTRIC COMPANY By President By Title Federal I.D. 59-3647102 R.A. ROGERS CONSTRUCTION COMPANY, LLC President rt W. Drane Title: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 17-2553 Documented Construction Value: $ 79,000.00 l Job Address: 300 W. Lakemary Blvd (LA Fitness Shell) Historic District: Yes No Parcel ID: 11-20-30-523-0000-0010 Residential Commercial Type of Work: New l Addition Alteration Repair Demo Change of Use Move Description of Work: Electrical For LA Fitness Shell Plan Review Contact Person: Phone: 904-626-9345 Thomas A Beattie, Jr. Fax: 904-346-0018 Title: President Email: thomas@thomaselectriccompamny.net Property Owner Information Name Boulevard PLaze LLC Street: 3200 N. Military Trail 4th Floor Phone: Resident of property? : City, State Zip: Boca Raton, FL 33431 Contractor Information Name Thomas Electric Company Phone: 904-346-0012 Street: 1322 Naldo Avenue Fax: 904-346-0018 City, State Zip: Jacksonville, FL 32207 State License No.: EC13005444 Architect/Engineer Information Name: Schroeder Architects Phone: Street: 3118 E Shadowlawn Avenue NE Fax: City, St, Zip: Atlanta, GA 30308 E-mail: Bonding Company: Address: N/A Mortgage Lender: First Green Bank Address: 18251 US Highway 441 Mount Dora, FL 21757 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' 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 befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ]CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of 0%vncdAgent Date Signa ure of Contractor/Agent to / Thomas A. Beattie, Jr. Print Omar/Agent's Name PZtCitractor/Agent's Namc Signature of Notary -State of Florida Date Signatu CATHERINE M. L ALPHONSE MY C IMISSION # FF 103891 s EXPIRES: Aptil 26, 2018 Bonded Thru Notary Pub!k Underwrilec Owner/Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced 1D Type of ID 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 - It of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application R.A.ROGERS 000234North ltamonte Drive, Suite 2714AltamonteSprings, FL 32714 Phone) 407-339-4001 w Fax) 407-339-4911 CONSTRUCTION COMPANY SUBCONTRACT AGREEMENT Subcontract No: - 55830 16100 Page No: 1 of 7 Sub -Contractor: Thomas Electric Company Project: Boulevard Shopping Center Shell 1322 Naldo Avenue 300 W Lake Mary Blvd Ste 300 Jacksonville, FL 32207 Sanford, FL 32773 Phone) (904) 346-0012 (Fax) (904) 346-0018 Architect/Engineer: Schroeder Architects Owner: BOULEVARD PLAZA LLC 3118 E Shadowlawn Avenue NE 3200 N MILITARY TRAIL 4TH FLOOF Atlanta, GA 30308 BOCA RATON, FL 33431 Sub -Contract Price: Seventy Nine Thousand Dollars And No Cents 79,000.00 THIS Subcontract Agreement ("Agreement") is made and entered into this 11th day of December 2017 by and between R.A. ROGERS CONSTRUCTION COMPANY, LLC Altamonte Springs FL ("Contractor") and THOMAS ELECTRIC COMPANY ("Subcontractor"). The Contractor has a contract for construction with the Owner for the Project, which contract is hereinafter referred to as the Prime Contract which provides for the furnishing of labor, materials, equipment and services in connection with the construction of the Project. A copy of the Prime Contract, (from which compensation amounts may be deleted and to which this Subcontractor is bound) and the Prime Contract's Contract Documents enumerated therein, are available to the Subcontractor upon request, and herein incorporated by reference. The Subcontractor hereby agrees with Contractor to furnish all labor, material, equipment, daily cleanup, unloading, storage and installation of owner furnished equipment (as may be required within contract work scope, layout, coordination and supervision, necessary to comply with this Agreement and the Scope of Work as well as perform said Work in accordance with the conditions set forth in the drawings, details, plans, and specifications as listed in Exhibit "A" as prepared by the Architect ("Plans and Specifications"). Scope of work to include but is not limited to: Electrical and Fire alarm work in accordance with the Contract Documents, including, but not limited to, all labor, materials, equipment and appurtenances required to complete the following: Electrical and Fire alarm work for a complete system, layout, supervision, permits, conduit and wire that crosses the rear drive for the electrical service, conduits for the phone service, temporary electrical and lighting, panels, disconnects, transformers, light fixtures, hook up of all HVAC equipment, all EMS work and control wiring including the typical HVAC scope, backfill and compaction of your trenches, and routine cleanup as required. As you have both shell and interior contractors there should be no gaps in scope. Change orders may include a fee of up to 10% overhead and profit. The Subcontractor acknowledges that he/she is bound by, and shall adhere to, in strict accordance, with all provisions and requirements of the Storm Water Pollution Prevention Plan (SWPPP).***** The Subcontract Documents consist of (1) this Agreement; (2) the Prime Contract and the Prime Contract's Contract Documents enumerated therein; (3) change orders to Prime Contract issued subsequent to the execution of the Agreement; (4) change orders and CCDs to this Agreement issued after its execution; and (5) all Exhibits herein. These form the "Subcontract Documents", and are as fully a part of this Agreement as if attached to this Agreement or repeated herein. 1. Subcontractor agrees to provide sufficient manpower to maintain the Contractor's Project schedule within a normal work week. Should overtime or additional man power be required for the Subcontractor to maintain the Contractor's Project schedule, it shall be at Subcontractor's sole expense. Subcontractor shall coordinate with other trades as necessary in order to ensure the Work is completed in a complete, neat and workman like manner. Attendance is mandatory at Project meetings by Subcontractor's foreman. While every attempt will be made to minimize Subcontractors trips to the Project, it is understood that multiple trips may be required. Subcontractor shall make arrangements for its own loading, unloading, scaffolding and provide daily cleanup of its trash and debris to ensure a neat, productive and safe working environment. Subcontractor hereby acknowledges that he has received, read and is thoroughly familiar with the Plans and Specifications and that the methods, sequences, and procedures described therein for the Work are agreed upon and correct. The Subcontract Price includes all costs associated with any sales, use, personal property and transportation taxes required for completion of the Work under this Agreement. The Subcontractor accepts that the Architect/Engineer on this Project has been employed by the Owner and not the Contractor. The Subcontractor agrees that any damages or costs it sustains that may be associated with errors or omissions of the Architect/Engineer (in whole or in part) are not the responsibility of the Contractor and the Contractor shall not be liable to Subcontractor for any such damages or costs. The Subcontractor shall provide all labor, materials, tools, accessories, scaffolding equipment and installation which may be R.A. ROGERS CONSTRUCTION COMPANY LLC Page 7 of 7 Subcontract Agreement retainage shall be made upon the Subcontractor having furnished all required documentation, and acceptance of the entire project by the Architect/Engineer and the Owner, and delivery of the final payment to the Subcontractor shall be made within twenty days of the Contractors receipt of the final payment from the Owner. 33. Subcontractor specifically acknowledges that no payment, partial or final, shall be due or owed to the Subcontractor from the Contractor or Contractor's surety unless and until, as a STRICT CONDITION PRECEDENT, Contractor receives payment for Subcontractor's Work from the Owner. Contractor shall only be obligated to make payment for any approved requisition to the extent of payment actually received by the Contractor from the Owner in respect thereof. Subcontractor assumes the risk of non-payment by the Owner on the Project to the Contractor. If the Contractor is not paid by the Owner, then neither the Contractor nor its Surety is required to pay the Subcontractor. 34. At the time of submission of its applications for payment, Subcontractor, and any of its sub -subcontractors, third -tier subcontractor and material suppliers, shall execute and deliver an original current Partial Release and Waiver of Lien pursuant to Florida Statutes, Chapter 713. 35. The Contractor reserves the right to make progress payments against the Subcontractor's Subcontract Sum via a Joint Check. If Contractor chooses to elect to make payment by Joint Check, Subcontractor shall execute and also require each of its lower tier subcontractors, suppliers and vendors to execute a separate Joint Check Agreement. The Joint Check Agreement is attached hereto as Exhibit "E." Subcontractor shall provide Contractor a separate Joint Check Agreement executed by the Subcontractor and each sub - subcontractor, supplier and vendor within three days of execution of sub -subcontract, purchase order or agreement. Contractor, at its discretion, may pay Subcontractor and all sub -subcontractors, suppliers and vendors pursuant to the terms of the Joint Check Agreement. 36. If required by this Agreement, Subcontractor shall furnish and deliver to Contractor a performance bond and a payment bond, in the full amount of the Subcontract Price, in such form and with such surety as Contractor alone shall deem acceptable, conditioned generally upon Subcontractor's faithful performances of the Agreement and its payment of all claims arising therefrom. The original of said bond shall be delivered to the Contractor within ten (10) days from the execution of this Agreement, but in any event, prior to commencement of any Work by the Subcontractor. 37. This Agreement and the Subcontract Documents, insofar as they relate in any part or in any way to the Work undertaken herein, constitute the entire agreement between the parties hereto, and it is expressly understood and agreed that there are no agreements or promises by and between the parties, except as aforesaid, and that any additions thereto or changes therein shall be in writing. This Agreement must be signed and returned to the Contractor within ten (10) days of the date of this Agreement as written above. A signed acknowledgement copy will be forwarded to the Subcontractor ten (10) days following Contractor's receipt of the signed Agreement from Subcontractor. No Work shall be performed under this Agreement prior to its execution, and any Work so performed shall be considered as acceptance of all items and conditions herein, and shall bind the Subcontractor to the Contractor, as if fully executed by the Subcontractor. 38. Contractor may assign this Agreement to the Owner at any time and without the prior written consent of the Subcontractor. 39. All Exhibits are hereby incorporated into this Agreement and Subcontractor is bound by conditions contained therein. Exhibits are identified as follows: A — Contract Document List B — Sample Pay Application, C — Sample Insurance Certificate D — 1-9 Documentation Requirements; E — Joint Check Agreement. THOMAS ELECTRIC COMPANY By President By R.A. ROGERS CONSTRUCTION COMPANY, LLC Title Robert W. Drane Federal I.D. 59-3647102 President Title: C. CITY OF SANFORD i AUG 2 4 2015 BUILDING & FIRE PREVENTION PERMIT APPLICATION Y: h Application No: Jr Documented Construction Value: $ Job Address: *0 :/ -fO.S 1flllirGr/ Parcel ID: Type of Work: New Addition Alteration Repair DV Description of Work:.20 X 3 Plan Review Contact Person: Phone: 3 z/- ' Fax: Name Ko OF- PT Z. L Street: City, State Zip: Name 4f 1 /! Street: 9Z ` Le City, State Zip: A Name: _j26 Street: 60 City, St, Zip: Bonding Company: / 41 A Address: District: Yes No Mential Commercial Change of'Use Move V zs Title: Email: CS2Te-o/ 7-eMtc A -aA Property Owns( Information Phone: Resident of property? : Information Phone: mil - V 3 - y'-%/ 6 Fax: %G Y8' State License No.: (fg*G /5'0gZ93 hitect/Engineer Information P=— Phone: Fax: Z-72 0 E-mail: Mortgage Lender: /t/A 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: 5th 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 befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. 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 willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of Owner/Agent t Date zy" Signatuy6 ef Contractor/Agent ]ate Print owner/Agent's Name Print Contractor/Agent's Name 1 , tom• S s Zq.- Signature of otary- tate of FloridaDateSignatureofN -Statc of Florida pate r i"iyy CRAIG LEE CHANDLER t r MY COMMISSION C FF 2107i - Y EXPIRES: July 15, 2Ct9 + CRAIGLEECHANDLER MY :* COMMISSION $ FF 210703 Bonded Thm NAM Pubk Undenvmar• EXPIRES: July 15, 2019 Owner/Agent is Personally Known to Me or Contract ' n° Bonded Thm Notary Public UndenvAten Produced IDType of ID Me or Produced ID — Type of ID-%loarPA 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: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application Nc*d 39 e CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: M Documented Construction Value: $ 9 300 Job Address: .W cif • L a ke M a rV S i U C , Historic District: Yes No Parcel ID: Residential Commercial-5 Type of Work: New Addition 5 Alteration Repair Demo Change of Use Move Description of Work: p 1 u rn b i nQ_ Qe_C 01 Q n S A0 Spec- 5 Plan Review Contact Person: Title: 0J Phone: Fax: Email: Property Owner Information 0 - Name 8ouleva-rd Plaza L Z C Phone: lU Street: 3 Z OO K . M 11 t +Q f J T C . t{ R o 66 Resident of property? City, State Zip: t LQCzRiR.` on , r4 3 3 q 31 Contractor Information Name W I bT Phone: Street: 1 N 1-? S . Sum k u Ave • Fax: City, State Zip: Of [ a f)-d r7 , F L 3 Z ` OG State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in 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. Gam, Signature of Owner/Agent Date Paul \4. wil5on Print Owner/Agent's Name Signature of Notary -State of Florida Date Signature of Contractor/Agent Date Pau( W. Wilson Print Contractor/Agent's Name of Notary -State of Florida __n, Jv/ , I Date ELw A WILSON R1Y FOpRESsJ ne 1 2018 29 Owner/Agent is Personally Known to Me or Contractor/Agent is V Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITNY O SAFOR t IRE 01,11AI r 1ERMITVO-q- P COKIR ACTOR• • JOB ADDRESS: T1'PF Of' N'ORK• •... Prot this permit in a conspicuous location outstdc Aapr rrd plan most be posted Nmth permit (cm mspcction EI,EC-I*RIC Nc.1932 Bilitding & Fire Prevention Division Commercial - MEP Permit Card ISSUE DATA;:__ 1 3a - Lcavc all work uncovcrcd until tnspcctcd and approved v--it —nires 6 months from (laic of tssue or last approved inspection PLUMBING t'rt _ LAB STEEL BOND SEWER PLUMBING UNDERGROUND UNDERGROUND WALL ROUGHPLUMBING6CHANGEOFSERVICE ROUCiFICEILINGROUGHPLUMBING2NDROUGH R INSPECTIONPLUMBING FINAL ROOF STOR;N1 DRAIN F SERVICE lypE _ APPRUTED RF-lE(7F.I) INSPEC7OR TEMPORARY POLE ELECTRIC FINAL ROOF STORM DRAIN ROUGH MECHANICAL ROOF STORM DRAIN FINAI, GAS N.PF(710ly TYPE AM•RO111) Rlilt:(7FJ) INSPE(-TOR Rvste(TlHA• ITPt.' APPROPXU A&MOM INSPt>at IM MECHANICAL ROUGH MECH FIRE DAMPER ANGLE GAS UNDERGROUND PIPING FIRE DAMPER FRAME GAS ROUGH -IN1MECH1MECHFIREDAMPERANNULARGASFINAL MECH CEILING ROUGH MEDICAL GAS ROUGH -IN MECH INSULATION WRAP MI?DICAI. GAS FINAL MECHANICAL. FINAL SPECIAL / MISCELLANEOUS INSPt:(7701v 7YPF APPROVED RFIE(_'IFD INSPR IORHOODSYSTEM1"%spf(-wN PIPE INSULATIONITPEAPPR)ITL) RE:/F.c'rw INSPFCToR HOOD SYSTEM ROUGH GREASE DUCT WRAP HOOD SYSTEM INSULATION STEAM I CHILL WATER ROUGH L IGHTIWATER TEST GREASE=TRAP ROUGH IN HOOD SYSTEM FINAL GREASE TRAP FINAI. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU! PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST H RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBI ,Al FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING VOUR NOTICE O COMMENCEMENT. Wk'E t% AWrrtON TO THE It".IR HENS OF MIS PERWIt. n"E MAYBE AmnONAL RESTItK- 1t)Nc APPtICARLE M MIS PROPUTY THAT MAY BE f%N''D IN THE PUBLIC RECORDS OF THIS COL,"ll' .%"p THERE MAY BE ADDRIOtiAt PERMrTS REp(4RFD rr(XL OTHCP GOVERNMENTAL B nTM SUCH AS WATLT( MVOGWENT DISTRICTS,. STATE AGENC(ES OR FEDERAL AGENCIES FBC 10 1 m 3 000 R.A.ROGERS 234 North Westmont Drive, Suite 2714AltamonteSprings, FL 32714 Phone) 407-339-4001 Fax) 407-339-4911 CONSTRUCTION COMPANY SUBCONTRACT AGREEMENT Subcontract No: - 55830 15400 Page No: 1 of 7 Sub -Contractor. Paul W Wilson Plumbing Inc Project: Boulevard Shopping Center Shell 1417 S Bumby Ave 300 W Lake Mary Blvd Ste 300 Orlando, FL 32806 Sanford, FL 32773 Phone) (407) 898-6671 (Fax) (407) 898-3781 Architect/Engineer. Schroeder Architects Owner. BOULEVARD PLAZA LLC 3118 E Shadowlawn Avenue NE 3200 N MILITARY TRAIL 4TH FLOOF Attanta, GA 30308 BOCA RATON, FL 33431 Sub -Contract Price: Seventy Nine Thousand Three Hundred Dollars And No Cents 79.300.00 THIS Subcontract Agreement ("Agreement") is made and entered into this 6th day of December 2017 by and between R.A. ROGERS CONSTRUCTION COMPANY, LLC Altamonte Springs FL ("Contractor") and PAUL W WILSON PLUMBING INC ("Subcontractor"). The Contractor has a contract for construction with the Owner for the Project, which contract is hereinafter referred to as the Prime Contract which provides for the furnishing of labor, materials, equipment and services in connection with the construction of the Project. A copy of the Prime Contract, (from which compensation amounts may be deleted and to which this Subcontractor is bound) and the Prime Contract's Contract Documents enumerated therein, are available to the Subcontractor upon request, and herein incorporated by reference. The Subcontractor hereby agrees With Contractor to furnish all tabor, material, equipment, daily cleanup, unloading, storage and Installation of owner furnished equipment (as may be required Within contract work scope, layout, coordination and supervision, necessary to comply with this Agreement and the Scope of Work as well as perform said Work in accordance With the conditions set forth in the drawings, details, plans, and specifications as listed in Exhibit "A" as prepared by the Architect ("Plans and Specifications"). Scope of work to include but is not limited to: Plumbing work in accordance with the Contract Documents, including, but not limited to, all labor, materials, equipment and appurtenances required to complete the following: Plumbing work for a complete system, layout, supervision, make safe for demo, storm lines at canopies, roof drain relocations, exterior water and sewer to across the drive, storm sewer to across drive, roof penetrations, condensate lines With paint as indicated, gas piping, gas regulators, gas hook ups, gas tie ins, gas startups, insulation, labelling, and routine cleanup as required. As you have the shell and the tenant improvement there should be no gaps. Excluded: Trench patch back for exterior work at rear. Change orders may Include a fee of up to 10% overhead and profit. The Subcontractor acknowledges that he/she is bound by, and shall adhere to, in strict accordance, with all provisions and requirements of the Storm Water Pollution Prevention Plan (SWPPP).'•"' The Subcontract Documents consist of (1) this Agreement; (2) the Prime Contract and the Prime Contract's Contract Documents enumerated therein; (3) change orders to Prime Contract issued subsequent to the execution of the Agreement; (4) change orders and CCDs to this Agreement issued after its execution; and (5) all Exhibits herein. These form the "Subcontract Documents", and are as fully a part of this Agreement as if attached to this Agreement or repeated herein. 1. Subcontractor agrees to provide sufficient manpower to maintain the Contractor's Project schedule within a normal work week. Should overtime or additional man power be required for the Subcontractor to maintain the Contractor's Project schedule, it shall be at Subcontractor's sole expense. Subcontractor shall coordinate with other trades as necessary in order to ensure the Work is completed in a complete, neat and workman like manner. Attendance is mandatory at Project meetings by Subcontractor's foreman. While every attempt will be made to minimize Subcontractor's trips to the Project, it is understood that multiple trips may be required. Subcontractor shall make arrangements for its own loading, unloading, scaffolding and provide daily cleanup of its trash and debris to ensure a neat, productive and safe working environment. Subcontractor hereby acknowledges that he has received, read and is thoroughly familiar with the Plans and Specifications and that the methods, sequences, and procedures described therein for the Work are agreed upon and correct. The Subcontract Price includes all costs associated with any sales, use, personal property and transportation taxes required for completion of the Work under this Agreement. The Subcontractor accepts that the Architect/Engineer on this Project has been employed by the Owner and not the Contractor. The Subcontractor agrees that any damages or costs it sustains that may be associated With errors or omissions of the Architect/Engineer (in whole or in part) are not the responsibility of the Contractor and the Contractor shall not be liable to Subcontractor for any such damages or costs. R.A, ROGERS CONSTRUCTION COMPANY LLC Page 7 of 7 Subcontract Agreement percentage specified in the Subcontract Documents, until final payment is received from the Owner. The final payment including retainage shall be made upon the Subcontractor having furnished all required documentation, and acceptance of the entire project by the Architect/Engineer and the Owner, and delivery of the final payment to the Subcontractor shall be made within twenty days of the Contractors receipt of the final payment from the Owner. 33. Subcontractor specifically acknowledges that no payment, partial or final, shall be due or owed to the Subcontractor from the Contractor or Contractor's surety unless and until, as a STRICT CONDITION PRECEDENT, Contractor receives payment for Subcontractor's Work from the Owner. Contractor shall only be obligated to make payment for any approved requisition to the extent of payment actually received by the Contractor from the Owner in respect thereof. Subcontractor assumes the risk of non-payment by the Owner on the Project to the Contractor. If the Contractor is not paid by the Owner, then neither the Contractor nor its Surety is required to pay the Subcontractor. 34. At the time of submission of its applications for payment, Subcontractor, and any of its sub -subcontractors, third -tier subcontractor and material suppliers, shall execute and deliver an original current Partial Release and Waiver of Lien pursuant to Florida Statutes, Chapter 713. 35. The Contractor reserves the right to make progress payments against the Subcontractor's Subcontract Sum via a Joint Check. If Contractor chooses to elect to make payment by Joint Check, Subcontractor shall execute and also require each of its lower tier subcontractors, suppliers and vendors to execute a separate Joint Check Agreement. The Joint Check Agreement is attached hereto as Exhibit "E." Subcontractor shall provide Contractor a separate Joint Check Agreement executed by the Subcontractor and each sub - subcontractor, supplier and vendor within three days of execution of sub -subcontract, purchase order or agreement. Contractor, at its discretion, may pay Subcontractor and all sub -subcontractors, suppliers and vendors pursuant to the terms of the Joint Check Agreement. 36. If required by this Agreement, Subcontractor shall furnish anddeliverto Contractor a performance bond and a payment bond, in the full amount of the Subcontract Price, in such form and with such surety as Contractor alone shall deem acceptable, conditioned generally upon Subcontractor's faithful performances of the Agreement and its payment of all claims arising therefrom. The original of said bond shall be delivered to the Contractor within ten (10) days from the execution of this Agreement, but in any event, prior to commencement of any Work by the Subcontractor. 37, This Agreement and the Subcontract Documents, insofar as they relate in any part or in any way to the Work undertaken herein, constitute the entire agreement between the parties hereto, and it is expressly understood and agreed that there are no agreements or promises by and between the parties, except as aforesaid, and that any additions thereto or changes therein shall be in writing. This Agreement must be signed and returned to the Contractor within ten (10) days of the date of this Agreement as written above. A signed acknowledgement copy will be forwarded to the Subcontractor ten (10) days following Contractor's receipt of the signed Agreement from Subcontractor. No Work shall be performed under this Agreement prior to its execution, and any Work so performed shall be considered as acceptance of all items and conditions herein, and shall bind the Subcontractor to the Contractor, as if fully executed by the Subcontractor. 38. Contractor may assign this Agreement to the Owner at any time and without the prior written consent of the Subcontractor. 39. All Exhibits are hereby incorporated into this Agreement and Subcontractor is bound by conditions contained therein. Exhibits are identified as follows: A — Contract Document List B — Sample Pay Application, C — Sample Insurance Certificate D — 1-9 Documentation Requirements; E — Joint Check Agreement. PAUL W v ILS N PLUI BING INC _ R.A. OGERS CONSTRUCTION COMPANY, LLC iBy By ( President Title Robert W. Drane, Title: Federal I.D. 59-2612539 1 Hunter Vann I President wxi tt* COPY S c 1 NIAL` Y 1 LI-R,d r +i CURT g; This Instrument Prepared By: Cato LRIi m+ i 7Name: David J. Wiener, P.A. Address: 3200 N. MilitatyTrail, 4ih Floor Boca Raton, FL 33431 Permit # Folio #11-20-30-523-0000-0010 NOTICE OF COMMENCEMENT Fee Owner) I (I I lfll Il ll IIILL III ll ll I I I( GRANT MALOY: SEMINOLE COUNTY CLERK. OF CIRCUIT COURT E, 00111"TROLLER BK 9018 Pss 1082-10E3 i2Pss? CLERK,, : 2017118427 RECORDED 11/22/2017 03:10: 5 P11 RECORDING FEES 418.Si1 RECORDED BY .ip-,_kenro 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 DescriptionofProperty: SEE EXHIBIT "A" AStreetAddress, if available: s ey o w _ to ltr= MAP q lj (ycf 2. General description of improvements: (ZiSM 0 ,a.779A) 3. Owner information a. Name and address: Boulevard Plaza LLC, 3200 N. Military Trail, 4' Floor, Boca Raton, FL 33431 b. Interest in property: FEE SIMPLE 4. Contractor. 13Y p,Z a. Name and address: t A R to 7-. L S' F( 71r b. Phone number: B' - c. Fax number optional, ifservice by fax is acceptable) 5. Surety: 6. Lender. Name and address: Phone number: c. Amount of bond $ Name and address: First Green Bank, 18251 US Highway 441, Mount Dora, Florida 21757 Phone number. ( ) 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: Name and address: David J. Wiener, P.A., 3200 N. Military Trail, 41 Floor, Boca Raton, FL 33431 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 ofcommencement: 20 Expiration date is (I) year from the date of recording unless otherwise specified above). WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF TTIE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART 1. 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 771E FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT Wrnl YOUR LENDEROR AN ATTORNEY BEFORE COMMENCING WORKOR RECORDING YOUR NOTICE OFCOMM ENCE]MINT. Signature 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 11 day of 20 1 I , by Jorge Morell, Vice President of Boulevard Plaza LLC, a Florida limited liability company, who is personally known t6 me. Signature of Notary Public ^\ 0 /1 SEAL) Print Name:V VERIFICATION PURSUANT TO SECTION 92.525 FLORIDA STATUTES Under penalties of perjury, l declare that I have read the foregoing and that the facts stated herein are true, to the best of my knowledge and belief. Boulevard P 11LLC a Florida limited liability company By-, r% NUSAMARIEVELAZOUEZ MY Co.% Y. I0N # GG 00= EXPd2E .Jum2% 2= A-svi) BondedTIVU NMq PUW Undawn'Ws 2liC011 Kanaoipn, wax +collector LOCal tsusiness 19 KeCelpt Torange County, Form This local business tax receipt is in addition to and not in lieu of any other tax required by law or municipal ordinance. Businesses are subject to regulation of zoning, health and othe+ lawful authorities. This receipt is valid from October 1 through September 30 of receipt year. Delinquent penalty is added October 1. 2017 EXPIRES 9/30/2018 1803-0025988 1803 CONTR-PLUMBING $40.00 11 EMPLOY OG- ,,,BUSINESS OFFICE $30.00 2 EMPLOYEE TOTALTAX PREVIOUSLY PAID TOTAL DUE 1417 S BUMBY AV U - ORLANDO. 32806 70.00 70.00 0.00 PAID: $70.00 0099-00801210 8/29/2017 PAUL W AUL W WILSON PLUMBING INC ILSON PAUL W JF 1417 S BUMBY AVE ORLANDO FLL 32 06-2437 This receipt is official when validated by the Tax Collector. flL}` LfYYti Vti11, V.`/1 at—f'cl i STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICEN8E NUMBER; WK I - ll: •i : iC Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 WILSON, PAUL W _ PAUL W WILSON PLUMBING I'NC „ p. 1417 S BUMBY AVE ORLANDO 171-2806-2437 ISSUED 07/17/2016 DISPLAY AS REQUIRED BY LAW 0 SEQ # L1607170001410 NCS3% CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ' — C,;( _ J as Documented Construction Value: $ 1 $ s 000 PJobAddress: Id. Lake MaC 1Vd. Sao u Parcel ID: Historic District: Yes No Residential Commercial 9 Type of Work: New Addition Alterations Repair Demo Change of Use Move Description of Work: Is Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Fl ne.ss LLC Phone: Street: 3 1 to i hl t dkerson Zr, S-ir_ City, State Zip: z r V l RP- CA 9 2- ( I Z Resident of property? : r t Contractor Information Name Pau 1 W 11 5D a P L t4 m L Zf1 G Phone: Street: 13 u m. b v RV P_ . Fax: City, State Zip: Or o . rL 31State License No.: ArchitectiEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR ]IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5i1 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will 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 actualconstruction 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. 64/ / G l Signature of Owner/Agent Date Paul W . Q 115on Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Pau( h4iI50o Print Contractor/Agent's Name Signature of Notary -State of Florida Date ELWINA WILSON MY COMMISSION is FF128029 trEXPIRES: Jute 19 018Contra tisPersonallyKnowntoMeorProduced 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: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: FIRE: WASTE WATER: BUILDING: Revised:' June 30, 2015 Permit Application Ic $ 3` Y OF TSXNFORD Building & Fire Prevention Division Commercial - MEP Permit" Car( PEWN11T NO.i' . JOB ADDRESS: A TYPE. OF WORK: Post this permit in a conspicuous location outside Leave all work uncovered until inspected and approved Approved plans must be posted with prtmii for inspection Permit expires 6 momhs from date of issue or last approved inspection PROTECT FROM WEATHER ELECTRIC tNSFf:c'7TO, !Yt'6' AT1'RUlP.") RE:77i<'T7il) LVSPE;C'TOR FOOTER 1 SLAB STEEL BOND — — ELECTRIC UNDERGROUND PLUMBING LA•577:.(77O9 TFPF APPROVh't) RF./F(:7'1-.*7) 1AISPEX"WR SEWER PLUMBING UNDERGROUND ELECTRIC WALL ROUGH PLUMBING ROUGH ELECTRIC CEILING ROUGH PLUMBING 2ND ROUGH PRE -POWER INSPECTION i------ I PLUMBING FINAL CHANGF, OF SERVICE i ROOF STORM DRAIN ASPIX/701V IYP/i APPXOI'E!J XFl6C'TE:'D !A'.SPFC'7Y2R I"EMPORARY POLE .. ELECTRIC FINAL STORM -DRAIN ROUG14 MECHANICAL 7-'Cf EC,'f'70u ME' slYl'ROY1J) HE IF.t'77 fJ I:V P7:"(77?H ROOF STORM DRAIN FINAL GASMECI-IANICAI_ 7'sr/:r'a7ue 7TIT. A7'PROFLEli REJFCTF_'D \Sf'E.'("7l7R RUUG11 m MECFI FIRE DAMPER ANGLE GAS UNDERGROUND PIPING MECH FIRE DAMPER FRAME GAS ROUGH -IN MECH FIRE DAMPER ANNULAR V_ E GAS FINAL MECH CEILING ROUGH 1_ MEDICAL GAS ROUGI'i-IN. MECH INSULATION WRAP MEDICAL GAS FI?It1l, MECHANICAL. FINAL SPECIAL/ (MISCELLANEOUS IMPF.C770,YTfPF APPROP6'0 RE3EC7ED lK4PA"t TOR IHOOD SYSTEM1'l k\;SPF.C770;Y 7T"11E AP111101'EI) R?JEC'Tt:'li ?A:S/'/iL717k PIPE INSULATION HOOD SYSI"EaM ROUGH GREASE DUCT WRAP HOOD SYSTEM INSULATION STEAM /CHILL WATER ROUGH I LlGhffltA?ATER TEST GREASE TRAP ROUGH IN HOODHOOD SYSTEM FINAL GREASE TRAP FINAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOIJR 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. NOTICE IN ADDMON TO TIIF REQUIREMENTS OFOF TINS PERMIT. THERE MAYBE ADDITIONAL R E-MUCTIONS APPLICABLE TO THIS PROPERTY` MAT SLAY RE FOUND IN THE PUBLIC RECORDS OF THIS COUNTS. ANDTHEREMAYBEADDITIONALPERMITSRFOL?IRED FROM OTHER. GOVERNMENTAL ENTITIES SUCH AS WATER U.ANAGEMEFN r Ots1R m. STATE AGENCIES 6R FEDERAL .AGENCIES FBCIti9 2 i REVISED: W111 Inxperfian Line An7',92-6.44 n h<5,z.1f.21/2 11019111919111111 loug glill f1111111111;111 This Instrument Prepared By: I r Name: David J.Wiener,PA. CLERK -21 7b` Address: 3200 N. Military Trail, 40 Floor c ! 1 1 f - Boca Raton, FL 33431 Permit# /7- x77,9' Folio # 11-20-30-523-0000-0010 NOTICE OF COMMENCEMENT For Work Performed By or For Tenant) EY The undersigned hereby gives notice that improvements will be made to certain Real Property,and in accordances Ca±e D U Statutes, the following information is provided in this Notice of Commencement. 'Che)1Cer 13, 1. Legal Description of Property: A leasehold interest in a pion of the Real Property more particularfydescribed on Exhibit A' annexed hereto StreetAddressifavailable: AT°rA G µ,rl7 2. Ge eral description of improvements: oDnstructionAnstailation of improvements to leased remises consisting of the following: IVr\IAV I Vu1_ t.i0__ 3. Owner information: a. Name and address (of Tenant): 1 t&S. 91c,+K pimg u V 3 ? 6 ( fy)IC0asoA et Jg S CO) t re, 00 b. Interest in properly: LEASEHOLD NOTE: In accordance wiHt Section 713.10(3) of the Florida Statutes the undersigned does hereby certify that the following is a true and correctcopyoftheprovisionoftheLeaseprohibitingIlalblityforImprovementsmadebytheLessee: Pursuant to the provisions of Section713.10, Florida Statutes, notice is hereby given that under no circumstances shall the interest of Landlord in the Leased Premless or Shopping Center be subject to any mechanic's, laborers or matedAlman's lien or any other lien or charge on account of or arisingfromanycon" or obligations of Tenant and all such parties must look exclushrely to Tenant to obtain payment for same. c. Name and address of FEE SIMPLE title holder. Boulevard Plaza LLC, 3200 N. Military Trail, 41) Floor, Boca Raton, FL 33431 4. Contractor p a. Name and address: b. Phone number *17 3? `LMn 22 c. Fax number. (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: /ff b. Phone number: 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: b. Phone number: 8. In addition to the above named, the Owner designates the following persons to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (a) and (b) David J. Wiener, P.A., 3200 N. Military Trail, 41h Floor, Boca Raton, FL 33431. 9. Expiration date of notice of commencement: Expiration date is (1) year from the date of recording WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLt PROPERTY. A NOTICE OF COhWv1E 9MII!# , BE RECORDE FINANCING, CONSULT WITH Y ` EY BEF JAN 30 c k 20JZ IX STATE OF 4 orlc r ,yO Co.. oEo` rni imTvnc ' 2„r,t i rAY1pl„ 20 otherwise specified above). RATION OF THE NOTICE OF COWAENCEmM ARE CONSIDERED INIPROPER i, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN 4G WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. R.A.ROGERS re:'.m^JGt4 «:7^,.:'F;•`Y.IfYL::2':'.'S-'^'ffrk:T.:;'S:f4=:'w+".:ci':.ci.-:..`=::ti::_::::: ;, _,_'-::._. CONSTRUCTION COMPANY 234 North Westmonte Drive, Suite 2000 Altamonte Springs, FL 32714 Phone)407-339-4001 Fax) 407-339-4911 SUBCONTRACT AGREEMENT Subcontract No: - 55840 15400 Page No: 1 of 7 Sub -Contractor. Paul W Wilson Plumbing Inc Project LA Fitness Sanford 1417 S Bumby Ave 300 W Lake Mary Blvd Ste 300 Orlando, FL 32806 Sanford, FL 32773 Phone) (407) 898-6671 (Fax) (407) 898-3781 Architect/Engineer. Schroeder Architects Owner. La Fitness International LLC 3118 E Shadowlawn Avenue NE 8105 Irvine Center Drive Suite 200 Atlanta, GA 30308 Irvine, CA 92618 Sub -Contract Price: One Hundred Eighty Five Thousand Dollars And No Cents 185,000.00 THIS Subcontract Agreement ("Agreement") is made and entered into this 6th day of December 2017 by and between R.A. ROGERS CONSTRUCTION COMPANY, LLC Altamonte Springs FL ("Contractor") and PAUL W WILSON PLUMBING INC ("Subcontractor"). The Contractor has a contract for construction with the Owner for the Project, which contract is hereinafter referred to as the Prime Contract which provides for the furnishing of labor, materials, equipment and services in connection with the construction of the Project. A copy of the Prime Contract, (from which compensation amounts may be deleted and to which this Subcontractor is bound) and the Prime Contract's Contract Documents enumerated therein, are available to the Subcontractor upon request, and herein incorporated by reference. The Subcontractor hereby agrees with Contractor to furnish all labor, material, equipment, daily cleanup, unloading, storage and installation of owner fumished equipment (as may be required Within contract work scope, layout, coordination and supervision, necessary to comply With this Agreement and the Scope of Work as well as perform said Work in accordance with the conditions set forth in the drawings, details, plans, and specifications as listed in Exhibit "A" as prepared by the Architect ("Plans and Specifications"). Scope of work to include but is not limited to: Plumbing work in accordance with the Contract Documents, including, but not limited to, all labor, materials, equipment and appurtenances required to complete the following: Plumbing work for a complete system, layout, supervision, roof penetrations, center fixtures in tile, access panels as needed for your work as per specs, booster pump, pool slot drains, piping, gas regulators, gas hook ups, gas tie ins, gas startups, insulation, labelling, and routine cleanup as required. As you have the shell and the tenant Improvement there should be no gaps. Per LA Fitness specifications should a discrepancy exist in specification you Will have the more expensive application. Pay careful attention to the ID drawings which are part of this work. Change orders may include a fee of up to 10% overhead and profit. The Subcontractor acknowledges that he/she is bound by, and shall adhere to, in strict accordance, with all provisions and requirements of the Storm Water Pollution Prevention Plan (SWPPP).""' The Subcontract Documents consist of (1) this Agreement; (2) the Prime Contract and the Prime Contract's Contract Documents enumerated therein; (3) change orders to Prime Contract issued subsequent to the execution of the Agreement; (4) change orders and CCDs to this Agreement issued after its execution; and (5) all Exhibits herein. These form the "Subcontract Documents", and are as fully a part of this Agreement as if attached to this Agreement or repeated herein. 1. Subcontractor agrees to provide sufficient manpower to maintain the Contractor's Project schedule within a normal work week. Should overtime or additional man power be required for the Subcontractor to maintain the Contractor's Project schedule, it shall be at Subcontractor's sole expense. Subcontractor shall coordinate with other trades as necessary in order to ensure the Work is completed In a complete, neat and workman like manner. Attendance Is mandatory at Project meetings by Subcontractor's foreman. While every attempt will be made to minimize Subcontractor's trips to the Project, it is understood that multiple trips may be required. Subcontractor shall make arrangements for its own loading, unloading, scaffolding and provide daily cleanup of its trash and debris to ensure a neat, productive and safe working environment. Subcontractor hereby acknowledges that he has received, read and is thoroughly familiar with the Plans and Specifications and that the methods, sequences, and procedures described therein for the Work are agreed upon and correct. The Subcontract Price includes all costs associated with any sales, use, personal property and transportation taxes required for completion of the Work under this Agreement. The Subcontractor accepts that the Architect/Engineer on this Project has been employed by the Owner and not the Contractor. The Subcontractor agrees that any damages or costs it sustains that may be associated with errors or omissions of the Architect/Engineer (in whole or in part) are not the responsibility of the Contractor and the Contractor shall not be liable to Subcontractor for any such damages or costs. R.A. ROGERS CONSTRUCTION COMPANY LLC Page 7 of 7 Subcontract Agreement percentage specified in the Subcontract Documents, until final payment is received from the Owner. The final payment including retainage shall be made upon the Subcontractor having furnished all required documentation, and acceptance of the entire project by the Architect/Engineer and the Owner, and delivery of the final payment to the Subcontractor shall be made within twenty days of the Contractors receipt of the final payment from the Owner. 33. Subcontractor specifically acknowledges that no payment, partial or final, shall be due or owed to the Subcontractor from the Contractor or Contractor's surety unless and until, as a STRICT CONDITION PRECEDENT, Contractor receives payment for Subcontractor's Work from the Owner. Contractor shall only be obligated to make payment for any approved requisition to the extent of payment actually received by the Contractor from the Owner in respect thereof. Subcontractor assumes the risk of non-payment by the Owner on the Project to the Contractor. If the Contractor is not paid by the Owner, then neither the 'Contractor nor its Surety is required to pay the Subcontractor. 34. At the time of submission of its applications for payment, Subcontractor, and any of its sub -subcontractors, third -tier subcontractor and material suppliers, shall execute and deliver an original current Partial Release and Waiver of Lien pursuant to Florida Statutes, Chapter 713. 35. The Contractor reserves the right to make progress payments against the Subcontractor's Subcontract Sum via a Joint Check. If Contractor chooses to elect to make payment by Joint Check, Subcontractor shall execute and also require each of its lower tier subcontractors, suppliers and vendors to executes separate Joint Check" Agreement. The Joint Check Agreement is attached hereto as Exhibit "E." Subcontractor shall provide Contractor a separate Joint Check. Agreement executed by the Subcontractor and each sub - subcontractor, supplier and vendor within three days of execution of sub -subcontract, purchase order or agreement. Contractor, at its discretion, may pay Subcontractor and all sub -subcontractors, suppliers and vendors pursuant to the terms of the Joint Check Agreement. 36. If required by this Agreement, Subcontractor shall fumish and deliver to Contractor a performance bond and a payment bond, in the full amount of the Subcontract Price, in such form and with such surety as Contractor alone shall deem acceptable, conditioned generally upon Subcontractor's faithful performances of the Agreement and its payment of all claims arising therefrom. The original of said bond shall be delivered to the Contractor within ten (10) days from the execution of this Agreement, but in any event, prior to commencement of any Work by the Subcontractor. 37. This Agreement and the Subcontract Documents, insofar as they relate in any part or in any way to the Work undertaken herein, constitute the entire agreement between the parties hereto, and it is expressly understood and agreed that there are no agreements or promises by and between the parties, except as aforesaid, and that any additions thereto or changes therein shall be in writing. This Agreement must be signed and returned to the Contractor within ten (10) days of the date of this Agreement as written above. A signed acknowledgement copy will be forwarded to the Subcontractor ten (10) days following Contractor's receipt of the signed Agreement from Subcontractor. No Work shall be performed under this Agreement prior to its execution, and any Work so performed shall be considered as acceptance of all items and conditions herein, and shall bind the Subcontractor to the Contractor, as if fully executed by the Subcontractor. 38. Contractor may assign this Agreement to the Owner at any time and without the prior written consent of the Subcontractor. 39. All Exhibits are hereby incorporated into this Agreement and Subcontractor is bound by conditions contained therein. Exhibits are identified as follows: A — Contract Document List B — Sample Pay Application, C — Sample. Insurance Certificate D — 1-9 Documentation Requirements; E — Joint Check Agreement. PAUL w tLS 1N PLUI SING INC R.A. OGERS CONSTRUCTION COMPANY, LLC By By President Title Robert W. Drane Title: Federal I.D. 59-2612539 1 Hunter Vann I President 4 f CITY OF SANFORD it 20t BUILDING & FIRE PREVENTION Po PERMIT APPLICATION Application No: !5 om Documented Construction Value: 3 7y Job Address: cgo Wes-r L-8 1:!fE Mft3" T LLU,b Historic District: Yes No Parcel ID: t 2U - fin -523 -0000 -00 t b Residential Commercial, Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: 1t\j5-r/4 it I ( ,` t"f-t °S r - ' -I C mA—ts7" F Si IZOOP 1400A A. GT,_j op— lc— d A i R, h i Plan Review Contact Person: V3G fUo Phone: Fax: Email a i (—rl a Property Owner Information C___d Name AQuL-rtlAem 19e-4-E-4 L-L L. Phone: .561 lkq- _21l/0 Street: 326o n/, /llil,,nyg 7A?I- 4,L, 2 Resident of property? C-A rrn/E S City, State Zip: Z. nc/; .e4,-vAf /!L Contractor Information Name AIR FLOW DESIGNS CENTRAL LLC Phone: 407-331-6521 Street: PO BOX. 180308 Fax: 407-831— City, State Zip: CASSELBFRRY FT. 12718-0108 State License No.: CAC 1814423 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Ad d ress: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING, TWICE :FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the `work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application a NTOTICE: 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. Signature of Owner/Agent Date Signature ofCont acto e&vyyblDate Print Owner/Agents Name Signature of Notary -State of Florida Date Print Contractor/Agent's Name Notary public State of Florida Jenifer Caporuscio My Commission FF 903796 Expires 07/27/2019 Owner/Agent is Personally Known to lvle or Contractor/Agent is Personal=Known or Produced ID Type of ID Produced ID Type o Y 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: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 234 North Westmonte Drive, Suite 2000 R.A.ROGERSAltamonte Springs, FL 32714 wrrtr -a z airs, K.::r ram.• v - ( Phone) 407-339-4001 Fax)407-339-4911 CONSTRUCTION COMPANY SUBCONTRACT AGREEMENT Subcontract No: - 55830 15500 Page No: 1 of 7 Sub -Contractor: Air Flow Designs, Inc. Project: Boulevard Shopping Center Shell250JasmineRoad300wLake ,Clary Blvd Ste 300 Casselberry, FL32707 Sanford, FL 32773 Phone)(321) 397-2138 (Fax) Archilect/Engineen Schroeder Architects 3115 E Shadowlawn Avenue NE Owner BOULEVARD PLAZA LLC 3200 N MILITARY TRAIL 4TH FLOOF R cD^ fsTcc Atlanta. GA 30308 BOCA RATON, FL 33431 Sub -Contract Price: Three Hundred Seventy Nine Thousand Three Hundred Seventy Four Dollars And No Cents 379.374.00 THIS Subcontract Agreement ("Agreement") is made and entered into this 4th day of December 2017 by and between R.A. ROGERS CONSTRUCTION COMPANY, LLC Altamonte Springs FL ("Contractor) and AIR FLOW DESIGNS, INC. (`Subcontractor'). The Contractor has a contract for construction with the Owner for the Project, which contract is hereinafter referred to as the Prime Contract which provides for the furnishing of labor, materials, equipment and services in connection with the construction of the Project. A copy of the Prime Contract, (from which compensation amounts may be deleted and to which this Subcontractor is bound) and the Prime Contract's Contract Documents enumerated therein, are available to the Subcontractor upon request, and herein incorporated by reference. The Subcontractor hereby agrees with Contractor to furnish all labor, material, equipment, daily cleanup, unloading, storage and installation of owner furnished equipment (as may be required within contract work scope, layout, coordination and supervision, necessary to comply with this Agreement and the Scope of Work as well as perform said Work in accordance with the conditions set forth in the drawings, details, plans, and specifications as listed in Exhibit "A" as prepared by the Architect ("Plans and Specifications"). Scope of work to include but is not limited to: HVAC work in accordance with the Contract Documents, including, but not limited to, all labor, materials, equipment and appurtenances required to complete the following: HVAC work for a complete system, layout, supervision, evacuation o efdgerant to allow for demolition by others, layout and install of curbs,-}evetfryi etet-feel strsttrot-shia temp curb caps, RTU equipment, Pool Pak, Exhaust fans, Gendensate4te&arpnties as indicated, 1 year maintenance gn RTUs per schedule, E F,-regtlfed-cvevicea-fa out-egtyipment, } temporary-themlostall4 ues for gas equipment, `-rest eRd bale ;ee oordination with tenant improvement work so there are no gaps in your work, and routine cleanup as required. r Excluded: EMS wiring and landing of wires from your supplied items to the indicated panels. Change orders may include a fee of up to 10% overhead and profit. The Subcontractor acknowledges that he/she is bound by, and shall adhere to, in strict accordance, with all provisions and requirements of the Storm Water Pollution Prevention Plan (SWPPP). ` " The Subcontract Documents consist of (1) this Agreement; (2) the Prime Contract and the Prime Contract's Contract Documents enumerated therein; (3) change orders to Prime Contract issued subsequent to the execution of the Agreement; (4) change orders and CCDs to this Agreement issued after its execution; and (5) all Exhibits herein. These form the "Subcontract Documents", and are as fully a part of this Agreement as if attached to this Agreement or repeated herein. 1. Subcontractor agrees to provide sufficient manpower to maintain the Contractor's Project schedule within a normal work week. Should overtime or additional man power be required for the Subcontractor to maintain the Contractor's Project schedule, it shall be at Subcontractor's sole expense. Subcontractor shall coordinate with other trades as necessary in order to ensure the Work is completed in a complete, neat and workman like manner. Attendance is mandatory at Project meetings by Subcontractor's foreman. While every attempt will be made to minimize Subcontractor's trips to the Project, it is understood that multiple trips may be required. Subcontractor shall make arrangements for its own loading, unloading, scaffolding and provide daily cleanup of its trash and debris to ensure a neat, productive and safe working environment. Subcontractor hereby acknowledges that he has received, read and is thoroughly familiar with the Plans and Specifications and that the methods, sequences, and procedures described therein for the Work are agreed upon and correct. The Subcontract Price includes all costs associated with any sales, use, personal property and transportation taxes required for completion of the Work under this Agreement. The Subcontractor accepts that the Architect/Engineer on this Project has been employed by the Owner and not the Contractor. The Subcontractor agrees that any damages or costs it sustains that may be y.,r;_'.. 1 1. C:1..,.c`. I d. t.P.l lWp. ct a'd tt('•t..Uvvj — S i•-. ;,!' ctiuti enpitc 5 n r (, s fiom d""to a pr 'r-i inspc .inn I' k+t:Jii'I?R 11tI;ylr,R` t.iER 1NSP. Et77 x-- rfi --.. .. FOOTER/ SLAD EEL ELECTRIC UNDERGROUND 11E UMBIN(i ROUGH ELECTRIC WALL ROUGHr j ELECTRIC CEILING ROUGH-- NA 1„llllN0 2ND ` C 'EJt — PLUMBING EFINAI, PRE -POWER INSPECTION aal STORM DRAIN HANGS OF SERVICE PPROiFD RFJF.CTFTI INti (TOR f I\' 00I_S7O IM t)t'r II.` ' 01' if —_...__ TEMPORARY POLE ELECTRIC FINAL MECHANICAL ROOF STORI-t E.DRAIIIFINALGAS $ INSPuMO.NT3PF. APPROUX REJECTED ::. INSf I "Wif MECHANICAL ROUGH CH FIRE DAMPER ANGLE rr.?S Lt'Il E +7t PIPING I _. CrASIt ) ItCilt-Ih t ECHFIREDAMPERFRAMEME- CH FIRE DAMPER ANNULAR GAS FINAL ' r MEDICAL OTAS ROUQH11,11 MEDIC AI. CAS FINAL l MECH CEILING ROUGH MECH INSULATION WRAP MECHANICAL FINAL SPECIAL / MISC LLLrANEOUS. rxai!'i. rf>xrT'rr anP t}fxn fls_'+^Js r.,.+ HOOD SYSTEMI'mSprMolyPEArrRUIFDRFrFc r>'n r r c r PIPE ICI sS I: LA i 1 O N HOOD SYSTEM ROUGH GREASE DUC"I WRAP STEANI ; ClilI i, WATER ROUGH i URErLSE -1 IZA I' ROU0111 IN v HOOD SYSTEM INSULATION LIGHT/WATER TEST 4 "^ HOOD SYSTEM FINAL GREASE TRAil FINAE. WARNING TO OWNER: YOUR FAILURE O RLCORD A I;OTI('k:, CAI' COi I1 I NCEMI.N i 9. ' RES f1s k Y i PAYING TWICE FOR IMPROVEMENTS To YOUR PROPERTY. A NO I'ICE OF CC)MNtE;'drl:F MEN'F MUST 1, RECORDED AND POSTED ON THE 30-B SITL I E.FORF THE FIRST INSPECTION. IF VOU INTEND TO O TA' FINANCING, CONSULT WITH YOUR IENDF,R Olt AN ATTORNEY BEFORI: RL'C:OYtNG YOUR"NOgIC.,C COMMENCEMENT. s NOTICE IN ADDITION To Tl3E REQUIREAfEM or THIS PFP . M['C "ADDITIONAI zF c 1 ICTIOI S A.. :CA E TO TI f PRO 1 A—i t THAT MANGr FOUL' l t F x PL'DLii RTr_'fhll GT PHIS TFIERE\IAY'BEADDITIONALPiR51RSREQUIREDFRQI.f OTHER` lrffi71IiIrcS i A_, svhri,n.. 9ANh.Jf, 9i-tfT DISTP4 $ STh1E A(if.ti '!F ESd.c.DLRAa hGL'+ter,$ F-C1032. d 234 North Westmonte Drive, Suite 2000 . A.ROGERSAltamonte Springs, FL 32714 Phone) 407-339-4001 Fax)407-339-4911 CONSTRUCTION COMPANY SUBCONTRACT AGREEMENT Subcontract No: - 55830 15600 Page No- 1 of 7 Sub -Contractor: Air Flow Designs, Inc. Project: Boulevard Shopping Center Shell 250 Jasmine Road 300 4V Lake Mary Blvd Ste 300C. Casselberry, FL32707 Sanford, FL 32773 Phone) (321) 397-2138 (Fax) C ;D r. Architect/Enginee Schroeder Architects Owner: BOULEVARD PLAZA LLC 3116 E Shadowlawn Avenue NE 3200 N MILITARY TRAIL 4TH FLOOF i3F tsAtlanta, GA 30308 BOCA RATON. FL 33431 CQnjSr Sub -Contract Price: Three Hundred Seventy Nine Thousand Three Hundred Seventy Four Dollars And No Cents 379.374.00 THIS Subcontract Agreement ("Agreement") is made and entered into this 4th day of December 2017 by and between R.A. ROGERS CONSTRUCTION COMPANY, LLC Altamonte Springs FL ("Contractor") and AIR FLOW DESIGNS, INC. (`Subcontractor'). The Contractor has a contract for construction with the Owner for the Project, which contract is hereinafter referred to as the Prime Contract which provides for the furnishing of labor, materials, equipment and services in connection with the construction of the Project. A copy of the Prime Contract, (from which compensation amounts may be deleted and to which this Subcontractor is bound) and the Prime Contract's Contract Documents enumerated therein, are available to the Subcontractor upon request, and herein incorporated by reference. The Subcontractor hereby agrees with Contractor to furnish all labor, material, equipment, daily cleanup, unloading, storage and installation of owner furnished equipment (as may be required within contract work scope, layout, coordination and supervision, necessary to comply with this Agreement and the Scope of Work as well as perform said Work in accordance with the conditions set forth in the drawings, details. plans, and specifications as listed in Exhibit "A" as prepared by the Architect ("Plans and Specifications"), Scope of work to include but is not limited to: x ` HVAC work in accordance with the Contract Documents, including, but not limited to, all labor, materials, equipment and appurtenances required to complete the following: HVAC work for a complete system, layout, supervision, evacuation o efrigerant to allow for demolition by others, layout and install of curbs, fevel{pi atei-ree€-str+rstart-shirr temp curb caps, RTU equipment, Pool Pak, Exhaust fans, Gendenselm ,var nties as indicated, 1 year maintenance Rn RTUs per schedule, EMG-refit=ired-deviees-for our -equipment, } temporary-themiestets ues for gas equipment,4est and ta:,ee oordination with tenant improvement work so there are no gaps in your work, and routine cleanup as required. !,•--- L Excluded: EMS wiring and landing of wires from your supplied items to the indicated panels. Change orders may include a fee of up to 10% overhead and profit. The Subcontractor acknowledges that he/she is bound by, and shall adhere to, in strict accordance, with all provisions and requirements of the Storm Water Pollution Prevention Plan (SWPPP). ' " The Subcontract Documents consist of (1) this Agreement; (2) the Prime Contract and the Prime Contract's Contract Documents enumerated therein; (3) change orders to Prime Contract issued subsequent to the execution of the Agreement; (4) change orders and CCDs to this Agreement issued after its execution; and (5) all Exhibits herein. These form the "Subcontract Documents", and are as fully a part of this Agreement as if attached to this Agreement or repeated herein. 1. Subcontractor agrees to provide sufficient manpower to maintain the Contractor's Project schedule within a normal work week. Should overtime or additional man power be required for the Subcontractor to maintain the Contractor's Project schedule, it shall be at Subcontractor's sole expense. Subcontractor shall coordinate with other trades as necessary in order to ensure the Work is completed in a complete, neat and workman like manner. Attendance is mandatory at Project meetings by Subcontractor's foreman. While every attempt will be made to minimize Subcontractor's trips to the Project, it is understood that multiple trips may be required. Subcontractor shall make arrangements for its own loading, unloading, scaffolding and provide daily cleanup of its trash and debris to ensure a neat, productive and safe working environment. Subcontractor hereby acknowledges that he has received, read and is thoroughly familiar with the Plans and Specifications and that the methods, sequences, and procedures described therein for the Work are agreed upon and correct. The Subcontract Price includes all costs associated with any sales, use, personal property and transportation taxes required for completion of the Work under this Agreement. The Subcontractor accepts that the Architect/Engineer on this Project has been employed by the Owner and not the Contractor. The Subcontractor agrees that any damages or costs it sustains that may be 4 isle Preve lio p i i t r ye hermit Cara e Iss FjjtMlT NO, 11' I: Db YO RK _ """_• ; I t c 3 t-s d Ind npp:oti'td . a,...,... ... f --Post "tt In a cotes{ t uous 1 ti_, t out i — - , - - } 4PP Ps1P it f t1}st ctior, ;: t c nti s !r t ss,tr. or I sY approval snsLxction jtil" ,- I'Itt)1I,("iI hChi i44'L tt_911L:It mw s i 71 Pt.:,., y` - SLAB S7 LPL BOND Pi,liM[il t *IP? `t r9w(UNU ; IC UNDERGROUND* C WALL ROUGH' C CEILING ROUGH II ItMRPM12N.. 7rtJl-JA; I I, P: lfr.- I C I' IA •r_ ER INSPECTIONk S'Y'i tM PRAINOFSERVICEIt()()f RY POLEy; FINAL RO{3!ORNIDRAII RO tI4 l v- a IAIECIIANICAL I.00)I' STORM 111DAIN FINAL INSI'EC'TIO.h'7TPF. APPROIP.D-RVECIW *. 1 PFCWl? GAS hsr&t`1rc 4 2)7°l:` „1ROIlt1 eft IIw iNv w-kMECHANICALROUGH MECFI FIRE DAMPER ANGLE GAS ltNDF RGROUND I'IPIt" I MECH FIRE DAMPER FRAME IAS ROUGH -ire MECH FIRE DAMPER ANNULAR GAS I l NA I, MECH CEILING ROUGH MEDICALG S ROUGH -IN MECH INSULATION WRAP CMEDICAL AS FINAL MECHANICAL FINAL Si'I,I'.IAK,'t NIISt:I;LI.F1.4 SOUS INSrxC1,10N Pe )t t rc;t yr:?ft i`cY. .N.. N;c.,lii: IIOOD SYSTEM 7,h'.SPF.CTIO.VnPE APPROUD RE -71.1) ISVl.: WR PIPE INSULA-l(JN_ HOOD SYSTEM ROUGH GREASE DUC"F WRAP HOOD SYSTEM INSULATION S I I:AM / CPHA, WATER ROUGH y E i GREASE ] P,J, ROUGH IN ILIGHT/WATER TEST HOOD SYSTEM FINAL I iR.I A`)IE TRA i' FINAL s WARNING TO OWNER: YOUR FAILURE TO RkLCOlZD ,1 ;No{j'1Ct, 01, (:OIL« MENCEMEN`I MAY RES1j)" kl: °`() .. PAYING TWICE FOR IMPROVEMENTS TO YOUR PNOPER`ll". t NOTICE OF COMMENCEMENT 'MUST 1 RECORDED AND POSTED ON THE 30B.:.SI'I F IIILFORL TIIF FIRST INSPECTION. IF YOU I`iTEND -.TO OR'I`Ai FINANCING, CONSULT WITH YOU ENI)ILR OR AN ATTORNEY BEFORE- RECORDING 'YOUR NOTICE ii COMMENCEMENT.' . NOTICE IN ADDITION TOTIIERE•QUMDtENTSOFTHIS PERAIIT. AU[liC1i?`dALPFG'IP,ILitOrd 0 LC4rtLLTf. TM1 Pr,OPEA•iv'T}i4TFttYSEVOUNDIN`THRP€BLICR 4:CrftX?SQoisitS aN't"'f:t:` THERE AIA1' BE ADDITIONAL PERh11TS REQUIRED FROAS OnIER " F r 4LF11TIESSLCHk,VIIAT z,.l.NA.:tl..iyNiDISIT.ICTi,STAMAU._hCFSOF.FEDERAiAGE-jCfzisfAcIeN3 Revision Response to Comments FEB 0 5 2018 , Permit # /7— 277 1 Submittal Date Project Address: G Contact: Z ,6 C L, C,4 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Ph: 2 S ?s % Fax: D Email: . G/S Trades encompassed in revision: General description of revision: d Building Plumbing 11" Electrical 13'/Mechanical Life Safety El Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention W Building J- .to / Revision Response to Comments Permit # _ 17— 277 1" Project Address: Contact: 4,eI2 c z, /%01-6 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date 92 Ph: G 2 S 3 S / 4 % Fax: Email: 1' e 15w d/J Trades encompassed in revision: 13"' Building i21Plumbing 0/ Electrical Mechanical Ef Life Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water 3064- ; Planning Engineering El Fire Prevention 11 Building LJ tL:l Revision Response to Comments FEB 0 5 2018 4 to Permit # /7— Z77 Submittal Date Project Address: Contact: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Ph: G 2 S .J-S % y 7 Fax y So Email: alJ y J /' e Yt f . G/3 8 i, Trades encompassed in revision: General description of revision: C"Building Plumbing 0/ Electrical Mechanical Life Safety El Waste Water ROUTING INFORMATION Department Utilities Waste Water Planning Engineering Fire Prevention Building Approvals r Schroeder Architects Architecture .. Interiors .. Urban Design 3118 East Shadowlawn Avenue, NE Atlanta, Georgia 30305 Phone 404.733.2626 February 7, 2018 City of Sanford Building Permits Department 300 N. park Avenue Sanford, Florida 32772-1788 Re: Boulevard Shopping Center Suite 300 — Landlord Improvements Permit 17-2774— Revision I To Whom It May Concern, We are submitting the RI drawings for the landlord improvements permit for your record and use. All revisions are clouded as RI SHELL COORD. 1 09/13/2017. See the following list for the revisions to the drawings. If you have any questions, please contact our office. 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 4 TAPR0-17\170264 LAF Sanford\Correspondence\C_Comm,nication\7_Plan P—i—\Send\SHELL - RI drawings\Bldg Dept- Shell Set RI Drawings.d— Schroeder Architects Architecture .. Interiors .. Urban Design 3118 East Shadowlawn Avenue, NE Atlanta, Georgia 30305 Phone 404.733.2626 DRAWING REVISIONS G-0.1 I. Added revision information to the cover sheet. 2. Added A-0.2.2 to the cover sheet. 3. Revised drawing count. G-0.4 4. Fixed plotting error in the middle of plan. A-0.2 5. Revised site layout as indicated. 6. Added notes about irrigation system and sleeving. 7. Added/revised notes about slab condition at doors. 8. Fixed plotting error at middle of plan. A-0.2.2 9. Landscaping Plan was missing from the previous set; added here. A-I.I 10. Added note about removing thickset mortar bed. 11. Added note to remove and dispose door and frame, revised existing double doors to be demolished. 12. Fixed plotting error at middle of plan. A-2.1 13. Added new slab infill at rear of building. 14. Revised dimensions and layout for slab leave out. 15. Fixed plotting error at middle of plan. 16. Added finish floor elevation notes. 17. Revised bollard/equipment layout at enlarged plan. 18. Added notes clarifying slab requirements at exterior doors. 19. Added notes about irrigation water line routing. A-2.2 20. Added plumbing vent at right -rear of building. A-4.3 21. Added brick pilaster at detail 5, removed EIFS pilaster. A-5.1 22. Fixed plotting issue at wall section 4. A-5.2 23. Fixed plotting issue at wall section I. A-5.3 24. Fixed plotting issue at wall section 2. A-6.1 25. Revised slab at detail 7. Page 2 of 4 T:\PR0_17W0264 LAF Sanford\Correspondence\C_Communicacion\7_Ptan ReVIe,\Send\SHELL. RI dr ings\Bldg Dept- Shell Set RI D-ings.d- Schroeder Architects Architecture .. Interiors .. Urban Design 3118 East Shadowlawn Avenue, NE Atlanta, Georgia 30305 Phone 404.733.2626 A-6.2 26. Fixed plotting issue at detail 5. 27. Revised pier from EIFS to brick at detail 4. A-8.1 28. Revised slab at details 2 and 3. 29. Added hardware set 16.61.310. SDI.0 30. Added/revised notes. 31. Added slab demolition 32. Revised slab leave out area and notes. SD3.0 33. Added/adjusted notes. 50.0 34. Added note about temporary shoring requirement. SI.0 35. Added section marks to plan. 36. Added portions of slab at new doors. 37. Added slab infill at rear of plan. 38. Updated slab leave out areas. 39. Added note for new slab infill requirements. 52.0 40. Updated dimensions and notes on the details. S2.1 41. Added details 3, 4, and 5. 53.0 42. Added notes, adjusted dimensions to match architectural. 54.0 43. Added/adjusted notes. S4. I 44. ad"usted notes. 45. Added detai s M-2.1 46. Added/adjusted notes. M-3.1 47. Added/adjusted notes. E-0.1 48. Added/adjusted notes. Page 3 of 4 TAPR0-1700264 LAF Sanford\Conaspondence\LCommunication\7_Plan R-ew\Send\SHELL- RI drawings\Bldg Dept - Shell Set RI D-mgs.d- Schroeder Architects Architecture .. Interiors .. Urban Design 3118 East Shadowlawn Avenue, NE Atlanta, Georgia 30305 Phone 404.733.2626 49. Updated conduit routing. 50. Updated transformer. P-0.1 51. Added/adjusted notes. 52. Updated equipment layout at right -rear of plan. P-0.2 I. Added/adjusted notes. Page 4 of 4 T\PRO J7\170264 LAF Sanford\Cortespondence\C_Communication\7_Ptan Review\Send\SHELL- RI drawings\Bldg Dept- Shell Set RI D—ings.d— Schroeder Architects Architecture Interiors .. Urban Design 3118 East Shadowlawn Avenue, NE Atlanta, Georgia 30305 Phone 404.733.2626 February 7, 2018 City of Sanford Building Permits Department 300 N. park Avenue Sanford, Florida 32772-1788 Re: Boulevard Shopping Center Suite 300 — Landlord Improvements Permit 17-2774— Revision I To Whom It May Concern, We are submitting the RI drawings for the landlord improvements permit for your record and use. All revisions are clouded as RI SHELL COORD. 1 09/13/2017. See the following list for the revisions to the drawings. If you have any questions, please contact our office. 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 4 TAPRO-17\170264 LAF Sanford\Conespondence\[_Communication\7_Ptan P.,,—\Send\SHELL- RI drawings\Bldg Dept- Shell Set RI D—ngs.d— 0 Schroeder Architects Architecture .. Interiors .. Urban Design 3118 East Shadowlawn Avenue, NE - Atlanta, Georgia 30305 Phone 404.733.2626 DRAWING REVISIONS G-0.1 I. Added revision information to the cover sheet. 2. Added A-0.2.2 to the cover sheet. 3. Revised drawing count. G-0.4 4. Fixed plotting error in the middle of plan. A-0.2 5. Revised site layout as indicated. 6. Added notes about irrigation system and sleeving. 7. Added/revised notes about slab condition at doors. 8. Fixed plotting error at middle of plan. A-0.2.2 9. Landscaping Plan was missing from the previous set; added here. A-I.I 10. Added note about removing thickset mortar bed. 11. Added note to remove and dispose door and frame, revised existing double doors to be demolished. 12. Fixed plotting error at middle of plan. A-2.1 13. Added new slab infill at rear of building. 14. Revised dimensions and layout for slab leave out. 15. Fixed plotting error at middle of plan. 16. Added finish floor elevation notes. 17. Revised bollard/equipment layout at enlarged plan. 18. Added notes clarifying slab requirements at exterior doors. 19. Added notes about irrigation water line routing. A-2.2 20. Added plumbing vent at right -rear of building. A-4.3 21. Added brick pilaster at detail 5, removed EIFS pilaster. A-5.1 22. Fixed plotting issue at wall section 4. A-5.2 23. Fixed plotting issue at wall section I. A-5.3 24. Fixed plotting issue at wall section 2. A-6.1 25. Revised slab at detail 7. TAPR0_17\170264 LAF Sanfo,dtCoaespondence\C-Communication\7_Ptan Re,,,,\Send\SHELL - RI &,a ngs\Bldg Dept - Shell Set RI 0-mgs.d- Page 2 of 4 Schroeder Architects Architecture .. Interiors a. Urban Design 3118 East Shadowlawn Avenue, NE Atlanta, Georgia 30305 Phone 404.733.2626 A-6.2 26. Fixed plotting issue at detail 5. 27. Revised pier from EIFS to brick at detail 4. A-8.1 28. Revised slab at details 2 and 3. 29. Added hardware set 16.61.310. SDI.O 30. Added/revised notes. 31. Added slab demolition 32. Revised slab leave out area and notes. SD3.0 33. Added/adjusted notes. 50.0 34. Added note about temporary shoring requirement. SI.O 35. Added section marks to plan. 36. Added portions of slab at new doors. 37. Added slab infill at rear of plan. 38. 'Updated slab leave out areas. 39. Added note for new slab infill requirements. 52.0 40. Updated dimensions and notes on the details. 52.1 41. Added details 3, 4, and 5. 53.0 42. Added notes, adjusted dimensions to match architectural. 54.0 43. Added/adjusted notes. S 44. A a< 7anAddedd M-2.1 46. Added/adjusted notes. M-3.1 47. Added/adjusted notes. E-0.1 48. Added/adjusted notes. Page 3 of 4 T:\PR0I-17V70264 LAF Sanford\Correspondence\[_Communication\7_Plan Review\Send\SHELL- RI drawings\Bldg Dept - Shell Set RI D-ings.doc. Schroeder Architects Architecture .. Interiors .. Urban Design 3118 East ShadoMawn Avenue, NE Atlanta, Georgia 30305 Phone 404.733.2626 49. Updated conduit routing. 50. Updated transformer. P-0.1 51. Added/adjusted notes. 52. Updated equipment layout at right -rear of plan. P-0.2 1. Added/adjusted notes. Page 4 of 4 TAPRO-IN70264 LAF Sanford\Correspondence\[_Communication\7_Plan Review\Send\SHELL - RI drawings\Bldg Dept - Shell Set RI D—ings.docx I E• Schroeder Architects Architecture .. Interiors .. Urban Design 3118 East Shadowlawn Avenue, NE Atlanta, Georgia 30305 Phone 404.733.2626 February 7, 2018 City of Sanford Building Permits Department 300 N. park Avenue Sanford, Florida 32772-1788 Re: Boulevard Shopping Center Suite 300 — Landlord Improvements Permit 17-2774— Revision I To Whom It May Concern, We are submitting the RI drawings for the landlord improvements permit for your record and use. All revisions are clouded as RI SHELL COORD. 1 09/13/2017. Seethe following list for the revisions to the drawings. If you have any questions, please contact our office. 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 4 T:\PR0i.-1700264 LAF Sanford\Conespondence\C_Communication\7_Ptan Revie ASend\SHELL- RI d—ings\Bldg Dept - Shetl Set RI Dra mp.do- Schroeder Architects Architecture .. Interiors .. Urban Design 3118 East Shadowlawn Avenue, NE Atlanta, Georgia 30305 Phone 404.733.2626 DRAWING REVISIONS G-0.1 I. Added revision information to the cover sheet. 2. Added A-0.2.2 to the cover sheet. 3. Revised drawing count. G-0.4 4. Fixed plotting error in the middle of plan. A-0.2 5. Revised site layout as indicated. 6. Added notes about irrigation system and sleeving. 7. Added/revised notes about slab condition at doors. 8. Fixed plotting error at middle of plan. A-0.2.2 9. Landscaping Plan was missing from the previous set; added here. A-I.I 10. Added note about removing thickset mortar bed. 11. Added note to remove and dispose door and frame, revised existing double doors to be demolished. 12. Fixed plotting error at middle of plan. A-2.1 13. Added new slab infill at rear of building. 14. Revised dimensions and layout for slab leave out. 15. Fixed plotting error at middle of plan. 16. Added finish floor elevation notes. 17. Revised bollard/equipment layout at enlarged plan. 18. Added notes clarifying slab requirements at exterior doors. 19. Added notes about irrigation water line routing. A-2.2 20. Added plumbing vent at right -rear of building. A-4.3 21. Added brick pilaster at detail 5, removed EIFS pilaster. A-5.1 22. Fixed plotting issue at wall section 4. A-5.2 23. Fixed plotting issue at wall section I. A-5.3 24. Fixed plotting issue at wall section 2. A-6.1 25. Revised slab at detail 7. Page 2 of 4 TAPROIJUM70264 LAF Sanford\Comaspondence\C_CommunicationV_Plan ReVIe,\Send\SHELL - RI drawings\61dg Dept- $hell Set RI Dr ings.docx r Schroeder Architects Architecture a a Interiors a a Urban Design 3118 East Shadowlawn Avenue, NE Atlanta, Georgia 30305 Phone 404.733.2626 A-6.2 26. Fixed plotting issue at detail 5. 27. Revised pier from EIFS to brick at detail 4. A-8.1 28. Revised slab at details 2 and 3. 29. Added hardware set 16.61.310. SDI.O 30. Added/revised notes. 31. Added slab demolition 32. Revised slab leave out area and notes. SD3.0 33. Added/adjusted notes. SO.0 34. Added note about temporary shoring requirement. SI.O 35. Added section marks to plan. 36. Added portions of slab at new doors. 37. Added slab infill at rear of plan. 38. Updated slab leave out areas. 39. Added note for new slab infill requirements. S2.0 40. Updated dimensions and notes on the details. S2.1 41. Added details 3, 4, and 5. S3.0 42. Added notes, adjusted dimensions to match architectural. S4.0 43. Added/adjusted notes. 4-4.Adde notes. ails 8. M-2.1 46. Added/adjusted notes. M-3.1 47. Added/adjusted notes. E-0.1 48. Added/adjusted notes. Page 3 of 4 TAPR0I-17\I70264 LAF Sanford\Conespondence\[_Communication\7_Plan Re,ie,\Send\SHELL - RI dravnngs\Bldg Dept - Shell Set RI D-Ings.do I, a Schroeder Architects Architecture .. Interiors .. Urban Design 3118 East Shadowtawn Avenue, NE Atlanta, Georgia 30305 Phone 404.733.2626 49. Updated conduit routing. 50. Updated transformer. P-0.1 51. Added/adjusted notes. 52. Updated equipment layout at right -rear of plan. P-0.2 I. Added/adjusted notes. Page 4 of 4 TAPRO_I7\170264 LAF Sanford\Com spondence\C—Communication\7_Plan Rev ew\Send\SHELL - RI drawings\Bldg Dept - Shell Set RI Dmwings.docx Schroeder Architects Architecture .. Interiors .. Urban Design 3118 East Shadowlawn Avenue, NE Atlanta, Georgia 30305 Phone 404.733.2626 Transmittal To: Rob Johnston Phone: Email: R.A. Rogers Const. 234 N. Westmont Drive (407) 339 4001 roohnston@rarogers.com Suite 2000 Altamonte -Springs, FL 32714 From: Alexis Corrao Phone: Email: 678) 758-7435 alexis@schroeder- architects.com Date Sent: January 29, 2018 Via: FedEx Job Number: 170264 Subject: Full-size sets of Revision I. Contents: I. (5) full-size set of Revision I. Remarks: Please deliver sets to the building department. Sincerely, Alexis Corrao Schroeder Architects 3118 East Shadowlawn Ave, NE Atlanta, Georgia 30305 e RECI VED JAN 3 0 2018 R,A. ROGERS CONST CO Page I of I T:\PROI_17\170264 LAF Sanford\Correspondence\C_Communication\7_Ptan Review\Send\2018-01-29 Transmittal Roblohnston full siz dou I Revision Response to Comments Y FEB /01` 5 2010 o µl / \ •,Jff Permit# /7— Z77 Project Address: S Contact: 4 "5/7 c/e ',%5/ City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date Ph: 2 S ' 3/S % Fax: Email: Trades encompassed in revision: 0"'Building Plumbing 12/ Electrical Mechanical Life Safety Waste Water Department Utilities L1' Waste Water Planning Engineering Fire Prevention Building 4 General description of revision: ROUTING INFORMATION Approvals J144z, 2,17h s? 1 11 Revision Response to Comments FEB 0 5 2010 L`_ Permit # /7— 2/ 7 Project Address: 3 Contact: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date Y rDM V Ph; 2 S J d% y 7 Faxy i Email: Trades encompassed in revision: General description of revision: EfBuilding Plumbing C1' Electrical Mechanical Life Safety E Waste Water Department ROUTING INFORMATION Approvals Utilities Waste Water Planning Engineering Fire Prevention - /6 Building COMMERCIAL PROPERTIES Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 3 30' S' ProName: oulevard Plaza Building Permit #:, 17-2553 Project Address: 300 W. take Mary Blvd Sanford, FL 32773 Electrical Permit # SAME In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. The facility will not be occupied until a certificate of occupancy has been issued. 2. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney' s fees'. 3. The building or structure shall 'be weather tight and secure. The electrical wiring in the area designated for pre - power shall be complete and in safe order.. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with'a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 5. If provided, the fire sprinkler system must be operational, per the local AHJ requirements, with water on the system prior to pre power. 6. This pre -power approval is valid for a maximum of 180 days from date of approval. 7. Check with the local jurisdiction for fees associated with pre -power. R. A. Rogers Construction Company Print Name of Cien. Contmtir Jason Whitworth-"«'=" Signature of Gen. Contractor CGCO17877 Cien. Contractor License # Thomas Electric Compan Prsitl ame of ontracto Si afore of El. Utrac r EC 13005444 El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Progress Energy D Florida Power and bight on / Rev. 02.10.15) Revision Response to Comments V Permit # /7-- 277y Project Address: Sao Za I., ] City of Sanford uildling & Fire Prevention Division L , Ph. 407.688.5150 Fax: 407.688.5152 BY. - - Email: building@sanfordfl.gov Submittal Date 2 ., "" Z-o-4 AI 4 /5 11 T-L Contact: Ph: y % ,/ %7 Fax: Email: `'l G zl Trades encompassed in revision: L;—t3uilcodingPlumbing Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention D-- uilding J - 1.5' CITY OF SANFORD i L 201 re BUILDING & FIRE PREVENTION 8A PERMIT APPLICATION D LL Application No: 17-2774 Documented Construction Value: $ 000 Job Address: 300 W. Lakemary Blvd (LA Fitness Interior) Historic District: Yes No i 1e. AO0 11- 20-30-523-0000-0010 ParcelID: Residential Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Fire Alarm For LA Fitness Interior rM(n- [I ljrr, Plan Review Contact Person: Phone: 904-626-9345 Thomas A Beattie, Jr. Title: President Fax: 904-346-0018 Email: thomas@thomaselectriccompamny.net Property Owner Information Name Fitness International LLC Street: 3161 Michelson Drive Suite 600 City, State Zip: Irvine, CA 92612 Name Thomas Electric Company Phone: Resident of property? Contractor Information Street: 1322 Naldo Avenue City, State Zip: Jacksonville, FL 32207 Phone: 904-346-0012 Fax: 904-346-0018 State License No.: EC13005444 Architect/ Engineer Information Name: Schroeder Architects Street: 3118 E Shadowlawn Avenue NE City, St, Zip: Atlanta, GA 30308 Bonding Company: N/A Address: Phone: Fax: E- mail • Mortgage Lender.. N/A 1 Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 /V 0 Fee- 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. Signature of Owner/Agent Date Sign re of Contractor/Agent to Print Owner/Agent's Name Signature of Notary -State of Florida Date Thomas A. Beattie, Jr. Print C tmetor/Agent's Namc s Signatu CATHERINE M. L ALPHONSE MY COMMISSION # FF 103891 EXPIRES: April 26, 2018 of }4F' Bonded Thru Notary Publir Underwriters Owner/Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIR Z' BUILDING: e.2— 3 — 40' Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: 17-2774 Documented Construction Value: $ 15,000.00 Job Address: 300 W. Lakemary Blvd (LA Fitness Interior) Historic District: Yes No Parcel ID: 11-20-30-523-0000-0010 Residential Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Fire Alarm For LA Fitness Interior Plan Review Contact Person: Phone: 904-626-9345 Thomas A Beattie, Jr. Fax: 904-346-0018 Name Fitness International LLC Title: President Email: thomas@thomaselectriccompamny.net Property Owner Information Phone: Street: 3161 Michelson Drive Suite 600 Resident of property? City, State Zip: Irvine, CA 92612 Contractor Information Name Thomas Electric Company Phone: 904-346-0012 Street: 1322 Naldo Avenue Fax: 904-346-0018 City, State Zip: Jacksonville, FL 32207 Name: Schroeder Architects State License No.: EC13005444 Architect/Engineer Information Phone: Street: 3118 E Shadowlawn Avenue NE City, St, Zip: Atlanta, GA 30308 Bonding Company: Address: N/A Fax: E-mail: Mortgage Lender: N/A 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. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be, additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts., state agencies. or federal agencies. Acceptance of permit is verification that;I will notiR, 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 ol'permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature ofOwner/Agent t7atc. Siena fure of Contnartor,XPn 'Date, Print ()%vner/AVnCs Name Signature of Notary -State ofFlodda Date Thomas A. Beattie, Jr. Tint Qwtrjcj6j/Agcnt'5 Name , 1 Owner/Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID Type of ID Produt td][)_ TvpcofID BELOW IS FOR OFFICE USE ONLY Permit's Required: Buildingf! ElectricalD Mechanical E] Plumbing[] Gas7- Roof F] 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: YcsF] No D 0 of Heads Fire Alarm Permit: YesE] No APPROVALS: ZONING: UTILITIES,, ENIGINEERINCY!, FIRE: a MIEUMN"ff" BUILDING: Revised; June X 2015 Permit Application R.A.ROGERS CONSTRUCTION COMPANY 234 North Westmonte Drive, Suite 2000 SUBCONTRACT AGREEMENT Subcontract No: - 55840 16100 Page No: 1 of 7 Sub -Contractor. Thomas Electric Company Project: LA Fitness Sanford 1322 Naldo Avenue 300 W Lake Mary Blvd Ste 300 Jacksonville, FL 32207 Sanford, FL 32773 Phone) (904) 346-0012 (Fax) (904) 346-0018 ArchitecttEngineer: Schroeder Architects 3118 E Shadowlawn Avenue NE Atlanta, GA 30308 Sub -Contract Price: Three Hundred Forty Three Thousand Dollars And No Cents 343,000.00 Altamonte Springs, FL 32714 Phone)407-339-4001 Fax) 407-339-4911 Owner: La Fitness International LLC 8105 Irvine Center Drive Suite 200 Irvine, CA 92618 OFMCE THIS Subcontract Agreement ("Agreement") is made and entered into this 11 th day of December 2017 by and between R.A. ROGERS CONSTRUCTION COMPANY, LLC Altamonte Springs FL ("Contractor") and THOMAS ELECTRIC COMPANY ("Subcontractor"). The Contractor has a contract for construction with the Owner for the Project, which contract is hereinafter referred to as the Prime Contract which provides for the furnishing of labor, materials, equipment and services in connection with the construction of the Project. A copy of the Prime Contract, (from which compensation amounts may be deleted and to which this Subcontractor is bound) and the Prime Contract's Contract Documents enumerated therein, are available to the Subcontractor upon request, and herein incorporated by reference. The Subcontractor hereby agrees with Contractor to furnish all labor, material, equipment, daily cleanup, unloading, storage and installation of owner furnished equipment (as may be required within contract work scope, layout, coordination and supervision, necessary to comply with this Agreement and the Scope of Work as well as perform said Work in accordance with the conditions set forth in the drawings, details, plans, and specifications as listed in Exhibit "A" as prepared by the Architect ("Plans and Specifications"). Scope of work to include but is not limited to: Electrical and Fire alarm work in accordance with the Contract Documents, including, but not limited to, all labor, materials, equipment and appurtenances required to complete the following: Electrical and Fire alarm work for a complete system, layout, supervision, permits, conduit and wire that crosses the rear drive for the electrical service, conduits for the phone service, temporary electrical and lighting, panels, disconnects, transformers, light fixtures, hook up of all HVAC equipment, all EMS work and control wiring including the typical HVAC scope, bonding and electrical work associated the pool, wiring and hook ups of the pool equipment including; panels, breakers, motor starters, lighting, pumps, etc., supply and install wire mold for the cardio, receiving and storage of owner supplied equipment, coordination and releasing of owner supplied equipment, boxes and conduit for the low voltage wiring trades, telephone backboard, voice and data conduits with pull strings, installation of owner supplied curb at cardio area, installation of owner supplied lighting control system and wiring, backfill and compaction of your trenches, light fixtures to be centered, wiring of ceiling fans, unistrut as required, installation as per the arch drawings locations, centering of alarm devices as indicated, labelling as indicated of all electrical items, and routine cleanup as required. As you have both shell and interior contractors there should be no gaps in scope. Per LA Fitness specifications should a discrepancy exist in specification you will have the more expensive application. Pay careful attention to the ID drawings which are part of this work. Change orders may include a fee of up to 10% overhead and profit. The Subcontractor acknowledges that he/she is bound by, and shall adhere to, in strict accordance, with all provisions and requirements of the Storm Water Pollution Prevention Plan (SWPPP).***** The Subcontract Documents consist of (1) this Agreement; (2) the Prime Contract and the Prime Contract's Contract Documents enumerated therein; (3) change orders to Prime Contract issued subsequent to the execution of the Agreement; (4) change orders and CCDs to this Agreement issued after its execution; and (5) all Exhibits herein. These form the "Subcontract Documents", and are as fully a part of this Agreement as if attached to this Agreement or repeated herein. 1. Subcontractor agrees to provide sufficient manpower to maintain the Contractor's Project schedule within a normal work week. Should overtime or additional man power be required for the Subcontractor to maintain the Contractor's Project schedule, it shall be at Subcontractor's sole expense. Subcontractor shall coordinate with other trades as necessary in order to ensure the Work is completed in a complete, neat and workman like manner. Attendance is mandatory at Project meetings by Subcontractor's foreman. While every attempt will be made to minimize Subcontractor's trips to the Project, it is understood that multiple trips may be required. Subcontractor shall make arrangements for its own loading, unloading, scaffolding and provide daily cleanup of its trash and debris to ensure a neat, productive and safe working environment. Subcontractor hereby acknowledges that he has received, read and is thoroughly familiar DATE:. 1/ /$ BUSINESS/PROJECT NAME:: ADDRESS: 3av 41. CONTACT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 PERMIT NUMBER: /7+ Z72/ PHONE: PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O M/FIRE ALARM [ ] FIRE SPRINKLER []HOOD []PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: ro THOMAS ELECTRIC COMPANY 1322 NALDO AVENUE JACKSONVILLE, FL 32207 PHONE: (904) 346-0012 FAX: (904) 346-0018 EMAIL: admin@thomaselectriccompany.net TRANSMITTAL TO: City of Sanford Building Dept & Fire Prevention DATE: 1/24/2018 PROJECT: LA Fitness Sanford SUBJECT: Fire Alarm Permit 300 W Lakemary Blvd Ste 300 Sanford FL 32773 We are sending you the following documents: NUMBER PREPARED OF TITLE OR DESCRIPTION BY COPIES 3 1 1 Comments: Fire Alarm Drawings Application for Permit Copy of Contract TB TB TB SPA David Schroeder & Associates, Inc dba: Schroeder Architects 3118 East Shadowlawn Ave. NE Atlanta, Georgia 30305 July 23, 2018 RE: LA Fitness — Boulevard Shopping Center, Sanford Flordia To whom it may concern: 3 m d W. L4L;14—' n z774 The pool equipment room was initially designed with surrounding 1 hour rated walls as a precaution in case LA Fitness has decided to heat the pool with boilers in lieu of water heaters. Since the pool heating utilizes water heaters, no 1 hour rating of this room is required. As it relates to the HVAC duct encroaching the wall between the pool equipment room and pool we are satisfied with how the General Contractor has encapsulated the pool side and fire caulked the duct as an extra precaution. Please do not hesitate to call me with any questions or concerns. David Schroeder & Associates, INC Name: David E. Schroeder Title: President O roe ID p e , a m. JUN 18 2018 Building & Fire Prevention Division APPLICATIONPERMITAPP aApplicationNo: -7 3 Documented Construction Value: S 1,600.00 Job Address: 300 W. LAKE MARY BLVD Historic District: Yes NoF./—] Parcel ID: 11-20-30-523-0000-0010 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use[] Move Description of Work: INSTALLATION OF SIGNS 177-2rarannnr=r—, Plan Review Contact Person: MIKE GIESINGER Phone: 386-320-0623 Fax: N/A Title: PERMITTING Email: PERMITTING@WHITESIGNCOMPANY.COM Property Owner Information Name BOULEVARD PLAZA Street: 3200 N MILITARY TRL SUITE 400 City, State Zip: BOCA RATON Name Phone: Resident of property? : Contractor Information WHITE SIGN COMPANY (JOEL WHITE) Phone: 386-320-0623 Street: 907b CHARLES RICHARD BEALL BLVD City, State Zip: DEBARY, FL 32713 Fax: N/A NO State License No.: ES12000976 Architect/Engineer Information Name: CHRIS LANGLEY Phone: 561-246-3713 Street: 1200 N FEDERAL HWY #200 City, St, Zip: BOCA RATON, FL 33432 Bonding Company: Address: N/A Fax: E-mail: Mortgage Lender: N/A 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 10.5.3 Shall be inscribed with the date of application and the code in effect as of that date: 61h Edition (2017) Florida Building Code Revised: January I, 2018 Permit Application q l . 0 V or NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. si ire of ner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID nature of Contractor/Agent Date 10 Print Contractor/Agent' Name yiW aNs4% Noary Public SMoFlorla SareaEw18Mymm"1413 e0lExpi/3 Contractor/Agent isPersonally 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 # of Heads APPROVALS: ZONING:7` — UTILITIES: ENGINEERING: COM14UNTS Flood Zone: of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Based on 180' linear feet of building length, ok to install two wall signs (1) 119.25 square foot "LA FITNESS" wall signage and (2) 19.5 square foot " LA FITNESS Logo" as shown on plan. Any additional attached signage on canopy, wall or window shall require approved by City ofSanfordPlanningDepartment. l Revised: January I, 2018 Permit Application AW ITE QUOTATION & PURCHASE CONTRACT Bart Clarke White Sign Company, LLC Job #1522 COM 'ANY 03/09/2018 BILL TO JOB LOCATION 907 S. Charles Richard B Fairmont Sign Company LA Fitness E 850 S. Guild Ave, Lodi, CA 300 W Lake Mary Blvd ST 95240 Sanford, FL 32773 DeBary, FL 32" Lodi, CA 95240 Amanda 209-365-6490 x222 United Ste United States adevaney@fairmontsign.com Website: www.whitesigncompany., Phone: 386.320.( QUANTITY , DESCRIPTION UNIT COST COST 1 'LAFitness- Sanford 1,600 1,600 Permit Acquisition Fee 600 Sealed Engineered Drawings 200 Permit Cost & Expenses - Determined once the permit is acquired. $0 Installation of Customer Provided Flushmount 40" Channel 8800 Letters LA FITNESS & 2'2" x 9' Logo THIS AGREEMENT IS ACCEPTED AND APPROVED BY: Fairmont Sign Company By: Name: White Sign Company, LLC By: Subtotal $1,600 Total Tax $0 TOTAL CONTRACT $1,600 Required Deposit $800 FINAL BALANCE $800 Date: Date: Please make all checks payable to: White Sign Company. 50% Deposit is required, balance due upon completion. This proposal may be withdrawn if not accepted within days. By signing, Customer accepts Company's proposal for the Job and agrees to all of the terms of the purchase contract. dr b. 53" 40" A N I i__ 71 - __ z U IT J\_ 2 DISCONNECT SWITCH ADJACENT SPACE see page 2 to 7) COPYAREA: 119.25 SF LA FITNESS 180 ft Front Elevation (South Elevation) LA FITNESS f- isr . _ - .r w - ., •__ _ r +DEC, r- j rye' ' 4I11"high billw l.q IRrntl,t.be WAsm EFIs LAF LOGO 2'-2" x 9'-0" PVaIlli hed AIItrNfitm Panel E FI$ 001111aa E11FEt am MM ILD masonry Anodkii altowli+m tbnfnont ADJACENT SPACE see page 8 to 9) 91-011 ' I I N I t I N i I I I DISCONNECT SWITCH OFFIC` COPY AREA: 19.5 SF PERMIT # ?3 ANCHOR SCHEDULE "ALL FASTENERS SHALL BE SPACEDEVENLY-• WALL MATERIAL ANCHOR TYPE LLr T or YNunu CONCRETE (3ksi) or HOLLOW MASONRY 1/4" THREADED RODS WITH MIN 2" EMBED IN ADHESIVE MIN (3) PER LETTER 1/4" TAPCONS (OR EQUIV) WITH 1.75" EMBED MIN (3) PER LETTER 1/4" EXPANSION ANCHORS WITH 2-5" EMBED MIN (3) PER LETTER 1/2" PLYWOOD NO ACCESS BEHIND) 1/4" TOGGLE BOLTS MIN (3) PER LETTER 1/4" WOOD SCREWS OR TAPCONS, FULL EMBED MIN (4) PER LETTER METAL STUDS / PANELS k14 METAL SCREWS TO MIN 18ga STEEL OR 0.090" ALUM MIN (3) PER LETTER HOLLOW WALL. BLOCKING 1/4" THRUBOLTS OR LAGS TO SOLID BLOCKING BEHIND MIN (3) PER LETTER AT LOGO, USE ANY ANCHOR OPTION SHOWN: MIN (4) EACH ELEMENT O io 3 + G63'ALUMINUMRETURNS c - c V MEDIUM GREY PAINTED SIMULATED O 0 O > BRUSHED ALUMINUM/ 5" WALL VARIES IN Y w O LIGHT ENHANCEMENT PAINT THICKNESS 8MATERIAL O Z ro j JEWELITETRIM(AP- t w oD o COLORTO MATCH RETURNS 1/2"SPACER- Q Z a PAINT TO MATCH WALL CCD 1- a a m LL m m ALUMINUM BACKERS.090THICKNESS ) FASTENERS O Q v MEDIUM GREY PAINTED SIMULATED SEEATTACHMENT c O J o • BRUSHED ALUMINUM/ LIGHT ENHANCEMENT PAINT SCHEDULE FOR VARIOUS Y C' WALL TYPES) ACRYLIC t7328 r INPUT: Om m _ 3 — CO LETTER FACE f C QJ m N O yr L ITQ) 1 3: SELF-CONTAINED POWER SUPPLY INEACHLETTER O a AGILIGHT SIGNRAYZ APEX MODULEScits _ p m USE RATIO EQUIVALENT OF APPROX. a WEEP HOLES TO BE BAFFLED c Q 3 316 MODULES FOR A 48" LETTER HEIGHT SIGN TO PREVENT VISIBILITY OF LIGHT IN FRONT OF OR BENEATH LETTERS, ANDv N 0 c PRIMARY ULLABEL AND FAIRMONTLABEL ARE TO AS SMALL AS POSSIBLE. PLACED TO TTJ -- ocDo n BE PLACED ON THE LETTER'rVISIBLE TO INSPECTOR THE REAR OF LETTERS ri d • c ^ c 3 a STANDING AT FINISHED FLOOR. BALANCE OF UL LABELS 3M ` CVS . O O - n ARE TO BE PLACED ON LETTER TOPS. A T INCLUDE - e -0 3 c Q a 202 - ' cij o cc o c c LETTER RETURNS RIVETED TO LETTER BACKS SHELL NOT t ]S6 FLE'I C (' - 3 J++ 1 ! m 3 'v c ro m AND CAULKED TO PREVENT LIGHT LEAKS/ INCLUDED tHOUSE -- - , - MOISTURE PENETRATION SCALE: NTS s }1 ', 1 i6F51 I:ltlrf A4tN'+' fr s:!"'' . - _ _._ - —. .. - - _ #- " - y"—"' ' Single phase 20A 120V hooked to existing circuit. N J - ; PERMIT IED ELECTRICAL NOTES FUTURE N IRESTRICTEOBAY$ URCdENTCAREOUTPARCELTHISSIGN IS INTENDED TO BE t3rz.3t?, V2 M.252-282) Alto-2 D! ---- ..J 1 `n INSTALLED IN ACCORDANCE WITH S THE REQUIREMENTS OF ARTICLE 600 OF THE 2014 NATIONAL 1 ELECTRIC CODE AND OR OTHER APPLICABLE LOCAL CODES. 1 THIS INCLUDES PROPER GROUNDING DESCRIPTION: INSTALL ONE SET OF CHANNEL LETTERS AND CHANNEL LOGO AND BONDING OF THE SIGN. General -Design is in accordance with the requirements of the Fla Bldg Code 6th Ed (2017) for use wribin &outside the High Velocity Hurricane Zone (HVHZ)- - This engineering (erfifies only the structural integrity of those systems, components, and/or other (onstructmnexplicitly spedfledherein .•Flectocalnotes, details,& specifications are provided by and are the sole responsibility of the ele(In(al contractor. No electmal review has been performed and no certification of such is intended. - S Notes: as applicable. - Steel components shall be coated, painted, or otherwise protected against corrosion per FBC Sec 2203.212222.6. - Alum components in contact with steel or embedded in concrete shall be painted or protected as prescribed in ADMI-15(la), or plastidneoprene spacers provided. - All exposed fasteners shall be S.S. or have a protective coating for corrosion protection. - All welding shall comply with AWS requirements. - Steel welds: E70xx electrodes. N L.4 "" it E Iv No. 67382 STATE OF 4 0• A, O R 1IDP SINGLE SIDED DOUBLE SIDED ILLUMINATED NON ILLUMINATED O N N TM 3m LL _ N pm @ W LL C"00 Z O m Nw Vl IZ ry M 0) c0 o u otS CL c Cry o a E v 0wc tV r REVISIONS: oD 0 - 0m o x c II Cs YKrV1 ' V ,p 2 6in I I N $ DATE: 06/12/2018 CUSTOMER' FAIRMONT SIGNS/LA FITNESS o V0 v LOCATION: M 0 U 300 W LAKE MARY BLVD N FX Q SANFORD, FL 32773 L U a -v E P'; N0cL us LISTED o LIL#E319113 o o aZ 3 ru(tural designmeets requirements of ACI 318-14, AM 360-10, ADMI-15, NDS-1 S, Aluminum welds: 4043 filler alloy. • Alum extrusions: 6063-T6 or stronger, U.N.O. MAKING PLACES. BETTER. Junell,2018 White Sign Co. 907b Charles Richard Beall Blvd. Debary, FL 32713 And LA Fitness 300 W Lake Mary Blvd. Sanford, FL 32773 Re: Sign Approval and Authorization To Whom It May Concern: I have reviewed the art work for the proposed sign for the above location and approve of same to be installed by White Sign Co. or their representative on my property, as long as they conform to the square footage per City of Sanford and Seminole county, municipality building codes and ordinances as well as the property's building and sign criteria. If there are any questions, please feel free to contact me at (407) 491-7915. Sincerely, Boulevard Plaza LLC By its authorized signatory Woolbright Development, Inc. J' 0 Tracy Amsterdam Property Manager Property Own Name: Boulevard Plaza LLC c/o Woolbright Development Inc. Property Owner Address: 3200 N. Military Parkway, Suite 400 Boca Raton, Fl. 33431 Property Owner Phone: (561) 989-2240 JMES F HANSON 411 is State of Florida Commission Public State of. Florida n Commission My commission Expires County of Orange Jun@ 16, 2022 Subscribed and sworn to befgrq me thistb/day o,,kJune, 2018 qW Notary Public: My commission expires: WOOLBRIGHT DEVELOPMENT, INC. 3200 N Military Trail, 4th Floor, Boca Raton, FL 33431 / (561) 989-2240 / uroolbright.net WHITE SIGN CO. LIGHTING & ELECTRICAL LIMITED POWER OF ATTORNEY Date: 6 `l ` hereby name and appoint, John Gordon an agent of White Sign Company, LLC to be my lawful attorney -in -fact for me to apply for, receipt for, sign for and do all things necessary to this appointment for the project at the the address listed below: LC Nl,-,Iu 1i J Expiration date for this Limited Power of Attorney: License Holder Name: Joel White State License Signature of Li Signature Name SANDREA E AWAD Notary Seal) White Sign Company o 907 S Charles R Beall Boulevard Ste B, DeBary, FL 32713 • Phone: 386-320-0623 Fox: 386-320-0625 b yb CITY OF Sk 4FORDJUN FIRE DEPARTMENT - Building & Fire Prevention Division PERMIT APPLICATION Application No: a`J Documented Construction Value: g,,506 Job Address: Ofl '" c ! Historic District: Yes No' Parcel ID: Residential Commercial Type of Work: New El" Addition Alteration Repair Demo Change of Use Move n r-r nnt7f7i' Description of Work: _ ^ ua Plan Review Contact Person: :J-/t H'A ell5oA./ Title: V Phone: U 2 rs%S_- 9yf-l' Fax: Emailr j lSoC1 Property Owner Information Name -Rp<,1,eood-P1/A2,4- j,Lc Street: _7v-db N, Me City, State' Zip: Rack k47i3AI f-Y' 3 Phone: -- 2 7-1y Resident of property?': Contractor Information Name (:;/ C,- bEo&C O /u,4U.777 2-4/6 , Street: PoVAle-' P64-:0 keaZ* City, State Zip: P G & , F l r Fax: State License No.: Architect/Engineer Information Name:-/)e,2 e/'V'; ec S' 7'rVG Street: J/D h/Psi SVJiAx/,D AL(F City, St, Zip: :b a" r_ L 3 Z 7de Phone: - a/ 0(9 Fax: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR 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 notwork 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: 6" Edition (20i 7) Florida Building Code Revised: August I, 2017 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. G /4 gnkure f wner/Agent Date P-ti' .r _4 Kp :_ O Print Owner/Agent's Name ,. of N Date rr JOANN M. JOHNSON MY COMMISSION t FF 956284 a= EXPIRES: March 23, 2020 jj Bonded Thru Notary Public Underwriters Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No I 11-leads APPROVALS: ZONING: -- UTILITIES: ENGINEERING:, "1-1 v a FIRE: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: ,. 0 Revised: August 1, 2017 Permit Application INSPECTION SEQUENCE BP# 18-2741 ADDRESS: 300 W. Lake Mary Blvd. BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall 10 Slab / Mono Slab 20 Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence 1000 Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) ELECTRICAL PERMIT =F Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre -Power Final Temporary Pole Electric Final PIrUMBINGPERMI7 4 "' Min Max Inspection Description Rough Plumb Plumbing Underground Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final MECHANICAL PERMIT Min Max Insj2ection Description 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 Mechanical Final REVISED: June 2014 This Instrument Prepared By: Name: David J. Wiener, P.A. Address: 3200 N Military Trail, 40i Floor Boca Raton, FL 33431 GRAN11IIALOYr SE11INOLE COUKFY CLERK OF CIRCLIII' COLJRT & C:OtIPTROLLER BK 9173 Ps 335 C1Pss) J1a ,j •_ CLERIC' S v 2018081289 RECORDED 1.17 16/20 8 09;26;24 A11 RECORGINIG FEES $10,00 RECORDED BY hdevorn Permit# Folio # 11-20-30-523-0000-0010 NOTICE OF COMMENCEMENT Fee Owner) 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: 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 Street Address, if available: 300 W. Lake Mary Boulevard, Sanford, Florida 32773 2. General description of improvements: installation of a dumpster enclosure 3. Owner information: a. Name and address: Boulevard Plaza LLC, 3200 N Military Trail, 41h Floor, Boca Raton, FL 33431 b. Interest in property: FEE SIMPLE 4. Contractor. a. Name and address: GLG Land Development, Inc.,17400 Poyner Road N., Polk City, FL 33868 b. Phone number: 863-207-5681 c. Fax number. optional, if service by fax is acceptable) 5. Surety: a. Name and address: b. Phone number 6. Lender. c. Amount of bond $ a. Name and address: First Green Bank,18251 US Highway 441, Mount Dora, Florida 21757 b. Phone number ( L 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, 41 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, 0 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 ORAN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOURNOTICE OF COMMENCEMENT. Signature of Owner's Authorized Officer. Boulevard Plaza LLC, a Flo 'da limited liability company By: J rell, Vice President STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instrument was sworn to and subscribed before me this 1— day of July, 2018, by Jorge Morell, Vice President of Boulevard Plaza LLC, a Florida limited corn anwho is ersonally known tome. I.iygyiy JOMNEM.SARKSIAN c MY COMMISSION # 11225056 Signature of Notary Public: a:. .•`o Ey SiJuly 1, 2019 Print Name: Ilt n Bonded ru Notary ubfic Underwriters 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 Plaza LLC, a Florida limited liability company By. org Ice President cr:?Tfi IE(C)PX (3RANT MiAL(Y AW CITY OF SkNFORD DEPARTMENTFIRE Building & Fire Prevention Division PERMIT APPLICATION Application No: ( 211 1 Documented CbWtHittibb :Value: 4S \ aj Job Address: •2 no M ckcu 1 WA Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New[] Addition Alteration ® Repair Demo Change of Use Move escript><on Owe**: No : v) - Plan Review Contact Person: Phone: 2l;- 2-(o2 -Dl61 2 Fax: Title: ><-nf,(- Email: V)LA d q e,r (e fj , L&m Property Owner Information Name &U):e,\/aY-J Plate UL Street: 2e-DD N , bL i\ A Zrzu l , ' RWy- City, State Zip: G i 32 '2)j Phone,: Resident of property? : MD Contractor Information Name fflam6 :V" Ne--f c —P-haze: 112 -- 22-(A9Q - Str-eet:1425 O Lde_(tb L 91vd Fax: City, State Zip: 1?,2 l State License No.:a a-mCSS Architect/Engineer Information Name: Phone: Fax: E-mail: Mortgage Lender: Address: LP W TO.RECORI A NOTICE OT1' COMMENCETA NT MAX RESULT IN YOUR i`S TIL.Or YOUR ] ROPERTY. A N.d%iCE Or CoNiME1VCEMEN `i N sf BE iB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN C LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF t to do the work and installations as indicated. I certify that no work or installation has and that all work will he pe'omed to meet standards of all laws reb .1ain construction parste peirjpW inost lae secixreek° for- electrical, work, ph"bifg, sfga ik, welts, pooh, fgrBaces, bo&irs, Beaters, tanks, and' air coedtioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 61h Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTI(E: la, additiostt to the requirerrrents of this perrrut, there may be additoual restrictions applicable to this property that<imary 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 71.3. 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 calcufale a plan review charge ands wit ; be considtreu tyre estimated construction value 01, the jav the time of, submittal. The actual construction value will be figured Based' on the current JCC Valuation 'fable in effect at the time the_permit is`issuedi in accordance with ;local ;ordinance. Should ;calculated xh. urges f ared off the ;executed ,contract =exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date sii6mture of Contractor/Agent Owner/ Agent's Name Signature of Notary -State of Florida Date Owner/ s erif .is Personally. Known to Me or Produced ll) Type of ID W, j19P A -V. Q_ad R-)(' - Print Contractor/Agent's Name 3) Z\1Ii' Date SAMANTHA MORALES Notary Public - State of Florida My Comm. Expires Apr 27, 2019 Commission # FF 1779 Bonded Through National Notary Assn. r g - s pally -Known to .Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY red: ; Ba[til+ds g- Elec ca j lMlechan cal f—' PlWnbbig;D Oasn hoof n Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Pernik. Yes,D No D #.of ffeac§ APPROVALS: ZONING: ENGINEERING: CflI INN' : Flood" Zone: of Stories: Plumbing - # of Fixtures, Are AFarm hermit: Yes No_ 0` UTILITIES: WASTE WATER: FIRE• BUILDING: Revise3`. January Y, 2019, Permit Application DATE: / BUSINESS/PROJECT NAME: ADDRESS: tiV, G'K CONTACT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 PERMIT NUMBER: PHONE: PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM KFIRE SPRINKLER []HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: 7 00 MATERIAL SUBMITTAL CONTRACTOR: PERRONE FIRE PROTECTION, LLC P.O. BOX 10208 TAMPA, FLORIDA 33679 TELEPHONE: 1-813-262-0192 PROJECT: SHELL SPACE 300 W, LAKE MARY BLVD #301 SAN RD, L pla I q 1 20188 J" By Firs Dept. TFPiliO Page 5 of 10 FA A B r F ; I B A FIGURE 814 FIGURE 818 IRON TEE STRAIGHT COUPLING TABLE 4 NOMINAL DIMENSIONS FIGURES 814 & 818 Nominal Pipe Size Figure 814 Figure 818 ANSllnches A Inches B Inches Approx. Weight Part A B Approx. Weightg Part DN mm) mm) Lbs. Number Inches mm) Inches mm) Lbs. Number kg) kg) 1!2 DN15 1.13 28,7) 0.56 14,2) 0.33 0,15) 86340 1.38 35,1) 0.31 7,9) 0.18 0,08) 72779 3/4 DN20 7.31 33,3) 0.75 19,0) 0.50 0,23) 86341 7.63 41,4) 0.56 14,0) 0.26 0,11) 72778 1 DN25 1.50 38,1) 0.81 20,6) 0.85 0,38) 86230 1.75 44,4) 0.38 9,7) 0.44 p.20) 72755 1-1/4 1.75 1.06 1.30 86231 2.00 0.56 0.54 DN32 44,4) 26,9) 0,59) 50.8) 14,0) 0,24) 72754 1-1/2 DN40 1.94 49,3) 1.19 30,2) 1.63 0,74) 86232 2.19 55,6) 0.75 19,0) 0.71 0,32) 72753 2 2.25 1.50 2.63 86233 2.63 1.13 1.15 72752DN5057,1) 38,1) 1,19) 66,8) 28,7) 0,52) 2-1/2 2.69 1.56 4.55 66234 3.00 0.75 2.29 72758DN6568,3} 39,6) 2,06) 76,2) 19,0) 1,04) Page 7 of 10 TFP1710 A D, L- FIGURE 815 REDUCING TEE Nominal Pipe Size Figure 815 ANSI Inches A B C D E F Approx. DN Inches Inches Inches Inches Inches Inches Weight Part mm) mm) mm) mm) mm) mm) Lbs. Number kg) 1-1/2 x 1-1/4 x 1/2 1.44 1.31 1.69 0.69 0.63 1.13 1.03DN40x32x1536.6) 33,3) 42.9) 17 5 16,0) 28,7) 0,47) 86257 1-1/2 x 1-1/4 x 314 1.50 1.44 1.75 0.75 0.75 1.19 1.10 DN40 x 32 x 20 38.1 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 DN40 x 32 x 25 41,4) 39,7) 46,0) 22,4) 22 4 28 0.59) 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 50.81 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 DN40x40x15 366 366 429 175 175 287 052 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 DN40 x 40 x 20 38.1 381 44,4) 19.0) 19,0) 301 0 56 86262 1-1/2 x 1-1/2 x 1 63 1.81 0.88 0.88 1.13 1.38 DN40 x 40 x 25 1 2 46,0) 22.4) 22 4 28.7) 0,62) 86263 1-1/2 x 1-1/2 x 1-1/4.81 1,88 1A6 1.06 1.19 1.50 DN40 x 40 x 32 0 47,6) 27.0) 27.0) 301 0 68 86264 1-1/2 x 1-1/2 x 2 19 2.00 1.44 1.44 1.25 2.00 DN40 x 40 x 50 5S2.252.13 50.8) 36,6) 36.6) 31,7) 0,91) g6265 2 x 1 x 2 00 2.25 1.50 1.31 1.50 2.18 DN50 x 25 x 50 8 57,2) 381 33.3) 381 0.99) g6266 2 x 1-1/4 x 2 13 2.25 1.50 1.44 1.50 2.31g6267DN50x32x504157,2) 381 36,6) 381 1.051 2 x 1-1/2 x 1/2 1.50 1.44 1,88 0.75 0.69 1.31 1.50 DN50 x 40 x 15 381 36.6 478 19,0) 17.5 33,3) 0 68 g6268 2 x 1-1/2 x 3/4 1.63 1.50 1.94 0.88 0.75 1.38 1.61 DN50 x 40 x 20 41,4) 381 49,3) 22,4) 19,0) 35,0) 0 73 g6269 2 x 1-1/2 x 1 1.75 1.63 2.00 1.00 0,88 1.31 1.65 DN50 x 40 x 25 44,5) 41.4) 50,8) 25,4) 22.4) 33.31 0,751 g6270 2 x 1-1/2 x 1-1/2 2.06 1.94 2.19 1.31 1.19 1.44 2.03 DN50 x 40 x 40 52,4) 49.2) 55.5) 33.3 30.21 36,6) 0,92) 86272 2 x 1-1/2 x 2 2.25 2.19 2.50 1.50 1.44 1.50 2.37 DN50 x 40 x 50 571 155.5) 63,5) 381 36.6) 381 1,07) 86273 2 x 2 x 1 /2 1.50 1.50 1.88 0.75 0.75 1.31 1.50 DN50 x 50 x 15 38.1 381 47,8) 19,0) 19,0) 33.3) 0 68 86222 2 x 2 x 3/4 1.63 1.63 1.94 0.88 0.88 1.38 1.67 DN50 x 50 x 20 41,4) 41.4) 49,3) 22.4) 22,4) 35,0) 0.76 862 2 x 2 x 1 1.75 1.75 2.00 1.00 1.00 1.31 1.91 DN50 x 50 x 25 44,5) 44,5) 50,8) 25.4) 25,4) 33,3) 6 g6224 2 x 2 x 1-1/4 1.88 1.88 2.13 1.13 1.13 1.44 2.05 DN50 x 50 x 32 47.8) 47.8) 54.1 28.71 28 36.6 0,93) g6225 2 x 2 x 1-1/2 2.00 2.00 2.19 1.25 1.25 1.50 2.11 DN50x50x40 508 508 556 318 318 381 096 86226 2 x 2 x 2-1/2 2.63 2.63 2.38 1.75 1.88 44 1t44 3.67 DN50 x 50 x 65 66,8) 66.8) 60.5) 44,5) 47 8 1.66) 86227 2-1/2 x 2 x 3/4 1,75 1.63 2.31 0.63 2.22 DN65 x 50 x 20 44,5) 58.7) 15 9 2. 88 22A 1 01 86274 TABLE 5 (2 OF 2) NOMINAL DIMENSIONS FIGURE 815 TFP1710 Page 9 of 10 B A A FEil FIGURE 825 FIGURE 827 FIGURE 816EXTENSIONPIECEHEXBUSHINGREDUCINGCOUPLING TABLE 7 NOMINAL DIMENSIONS FIGURE 825, 827 8 816 Nominal Pipe Figure 825 Figure 827 Figure 816SizeExtensionPieceHexBushingReducingCoupling Approx. Approx. 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. PROJECT: ENGINEER: SCHEDULE 10 SPECIFICATIONS NOMINAL NOMINAL NPS NOM OD NOM ID WALL WEIGHT UL PIECES in. mm in. mm in. mm Ibs./ft. kg/m CRR* Lift 11/4 1.660 42.2 1.442 36.6 109 2.77 1.81 2.69 7.3 61 T1/z 1.900 48.3 1.682 42.7 109 2.77 2.09 3.11 5.8 61 2 2.375 60.3 2.157 54.8 109 2.77 2.64 3.93 4.7 37 2%z 2.875 73.0 2.635 66.9 120 3.05 3.53 5.26 3.5 30 3 3.500 88.9 3.260 82.8 120 3.05 4.34 6.46 2.6 19 4 4.500 114.3 4.260 108.2 120 3.05 5.62 8.37 1.6 19 5 5.563 141.3 5.295 134.5 134 3.40 7.78 11.58 1.5 13 6 6.625 168.3 6.357 161.5 134 3.40 9.30 13.85 1.0 10 a 8.625 219.1 8.249 209.5 188 4.78 16.96 25.26 2.1 7 Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY. 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* Lift 1 1.315 33.4 1.049 26.6 .133 3.38 1.68 2.50 1.00 70 11/4 1.660 42.2 1.380 35.1 .140 3.56 2.27 3.39 1.00 51 1% 1.900 48.3 1.610 40.9 145 3.68 2.72 4.05 1.00 44 2 2.375 60.3 2.067 52.5 .154 3.91 3.66 5.45 1.00 30 Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY. 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 7.0). ulL C ul FM L APPROVED CONTRACTOR: DATE: SPECIFICATION REFERENCE: LOCATIONS: COMMENTS: BLACK HOT -DIP GALVANIZED SYSTEM TYPE: WheamlandTube JMc STEEL GROUP 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 (Typo 10) WW-N-171-E (Type 10), ANSI/MSS, SP-69 and MSS SP-58 (Type 10) UL Listed and FM Approved (Sizes 'J." - 8"). Features: Threads are countersunk so that they cannot become burred or damaged. Y,nUrled Sv+ivel nut provides vertical adjustment after piping it in place Captured Swivel nut in the /:- 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 fail completely out. Ordering: Specify size. figure number and name. Note: The acceptability of galvanized coatings at temperatures above 450T is al the discretion of the end user, Metric nut available upon request. Non -captured nut also available upon request A I i g 1 p F i 4 1 C C, f through V pipe A 1'/,` through 8" pipe SuS FM USTED APPROVED FIG. 69: LOADS (LBS) • WEIGHT (LBS) • DIMENSIONS IN) Pipe Size Max Load Weight i Rod Size A B C F G Width z 300 0.10 I 0.10 0,10 0.10 0.10 ! Y? 0.11 1 0,20 I 0.20 0,30 2A 2 1?5 2111 1 114 t 2'/. 1 j13 2 3% 2' 1 °,fz 2h 525 4 2 t< I Y. I< 3 3'h 2"/ 1 %:. 4 650 4"/t, Wit. 5 1,000 0,54 ! 0.65 ib 1.00 5l r 4're 6 6;a/!s^lrU 8 8 7 2"A, 1 NOW. RefleclS changes in rod diameter from previously puhlrshed data per recent revisms in 61SS-SP-58 & 69 http://www.anvilintl.com/productsearcli/PrintProduct.aspx?lid=3448 5/2/2013 LOK• CtoE Standard Tee for Fire Protection A111/!L C to E e FIGURE 0.0*STANDARD TEE Nominal O.D. Max. enter Approx. Size pRatedre to End Wi. Ea. In./DN(mm) In./mm PSI/bar In./mm Lbs./K 1 1.315 300 2'/4 0.9 1'/4 1.660 300 21/4 1.5 1'/2 1.900 300 21/4 1.8 4( 46 - t 7 1,t 2 2.375 300 3'/4 2.4 50 6. 20J 6" 2'/2 2.875 300 31/4 4.0 65 3.0 2( - r. F J 0 E 09C 30( 76.1 76.1 20.7 1 101 2.1 3 3.500 300 4'/4 5.8 80 86' 0 20.7 05 4 4.500 300 5 10.3 100 14.: 20., 5 o.e 5.506 3or 139.7 139.7 20.7 140 1.3 5 5.563 300 5'/2 16.2 125 i41.3 20.,- 140 E 0 D c 50( 30( 2v G 165.1 1 165.1 20.7 165 11.1 6 6.625 300 611/2 25.7 5(1 V3 21- IC! 1:- 8 8.625 300 73/4 41.1 20G 21 f 1 2C ,' Cl- 18 c 10 10.750 300 9 74.5 256 12 12.750 300 10 94.7 OG 2f,. , These fittings are designed to provide minimal pressure drop and uniform strength C 4L us F^^ CLPCBGI VdS LISTED APPROVED 10 Q- available galvanized. For Listings/Approval Details and Limitations, visit www.auvilinttcom or contact an Anvir Sales Representative. our websne at When ordering, refer to product as FP7060S. CAST FITTINGS: Ductile Iron conforming to ASTM A-536 COATINGS: El 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 Additional sizes available, see Gruvlok Catalog or contact an Anvil Representative. PROJECTSTAMPAPPROVAL 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 M ME A"ROVED MATERIAL SPECIFICATIONS ANSI BOLTS & HEAVY HEX NUTS. Heat treated, oval neck track head bolts tonforming to ASTM A 1183 Gr ade 2 with a minimurn lenSilestrengt1h of 110,0W psi and heavy hex nuts of carbon Steel conforming to ASTM A 563,Grade A or Grade B. or J995 Grade 2. "ts and nuts are provided zinc electroplated as standard. METRIC BOLTS & HEAVY HEX NUTS Heat treated zinc ell eoplated oval -neck track head bolts made of carbon steel with mechanical properties per ISO 8'28-1 Class 8.8. Hex rusts and bolts. are zinc electroplated- followed by a yv-llow d'iroinale dip. STAINLESS STEEL BOLTS & NUTS Stainless steel bolts and nuts are also available. Contact an Anvil Representative for more information. HOUSING: Ductile Iron conlol'ITIM8 tc A5TM A 536, Grade 65-15-12 COATINGS Rust inhibiting paint - Color: ORANGE (standard) Hot Dipped Zinc Galvanized (optional) Other Colors Available (IIE: RAL3000 and RAL9000) for other Coating requirements contact an Anvil Represeritative. GASKETS: Materials Properties as designated in accordance with ASTKI D 2000 Grade "E' EPDM (Green colc4 code) 40'r to 23V (Service Temperature Rangey-40'C to II(YQ Rpcomnlv'idod for water sorvloe, diluted acids, alkalies solutions. oil-frc* air and many orhei c hernical Services. NOT FOR USE IN PETROLEUM APPLICATIONS. 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 re ornmendatioins. See technical data section for design factors. Grade 'EIP" EPDM (Green and Red color code) 41M to 2VIT (Service Temperature RangeXA(yC to 121'(-) Reco.-niviended for water servicle. diluted Adds. alkalies solutions. oil -free' air and many other chemical services. NOT FOR USE IN PETROLEUm APPLICATIONS. For hot wirer applications the use of Gruvlok Extreme Temperature lubricant is recommended. NSF-61 Certified for cold and hot water a pplicaficie5 up Throu8h it Grade'7- Nitrile (Orange color cride) 20T to 18YF (Service Temperature Range)(-27C to 82'C) Rectxniyiended for petroICUM applications air with oil vapor's and vegetable and Mil-s--Ql oils. NOT FOR USE IN HOT WATER OR I+3T AIR Grade "0" Flurcifo-Elastomer {Blue color code) 20T to 300F (Service Temperature Range)(-2rC to 149Q Recornmended for high ternipera; Lire resistance to oxidizitrkg acids, ipetroeuwi oils, hydraulic fluids, halogenated hydiocarixicis and lubricants. Grade "C Silicone (Red color code) 40 F to 350T (Service Temperature Range)(-49C to, 177*C) Recommended for civy, hot air and,,scme high temperature chemical services, GASKET TYPE tand.ard C Style Flush Gap (1" - 9') LUBRICATION. Standard Gruylok, G-ruvlok Xtreme" Wo Not use with Grade 1*j Cap tr111r, LOK' T O.D. E to E FIGUREi CAP Nominal End Approx. SizeO.D.to End Wt. Ea. In./Mmm) In./mm In./mm Lbs./K 1 1.315 11/4 0.3 1'/4 1.660 1'/4 0.4 4[' 1'/2 1.900 1'/4 0.5 40 4L C.: 2(( 2.375 1 0.5 60. 2'/2 2.875 1 0.7 05 73.0 7 0 s O.D. 99c I(.F 76.1 1 76.1 25 0.4 3 3.500 1 1.1 80 88 ° G 4 4.500 1'/8 2.8 100 l, 7c 5 O.C. 550C eC 139.7 139.7 29 1.8 5 5.563 1'/e 4.0 6 01, c.50,' 6.0 165.1 165.1 29 2.7 6 6.625 15/i6 6.0 I5( 168.3 8 8.625 11/2 12.5 200 2) 9, i 38 f7 10 10.750 11/2 21.9 YO A c 12 12.750 1'12 33.8 306 323 c 36 li 111/IL c l us Fm LPCB/I) C, VdS LIMO 6>'. Q — Available galvanized. For List"gs/Approval Details and www. anvlllntl.com or contain an Limitations, visit Anvils Sal- Representative. our website at When ordering, refer to product as FP7074. 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 Additional sizes available, see Gruvlok Catalog or contact an Anvil Representative. PROJECT1 Project: Approved Address: El Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12