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309 Ahern St ROOF19-0087 Duro Last ROOF NON SHINGLE PERMIT PERMIT NUMBER ROOF19-0085 CITY OF ATLANTIC BEACH \,r ATLANTIC BEACH. FL 32233 800 SEMINOLE ROAD ISSUED: 12/3/2019 EXPIRES: 5/31/2020 U.i" MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 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. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 307 AHERN ST ROOF NON SHINGLE FL-16039 60MIL DURO LAST $10833.00 TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169737 0010 ATLANTIC BEACH COMPANY: ADDRESS: CITY: STATE: ZIP: Energy Roofing Technology 10153 W US HWY 90 LAKE CITY FL 32055 SE, LLC OWNER: ADDRESS: CITY: STATE: ZIP: AHERN TH PROJECT LLC 830 13 A1A N #120 PONTE VEDRA FL 32082 BEACH 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. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $105.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $52.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.36 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $161.86 Issued Date: 12/3/2019 1 of 2 I _ �`�'''',,� ROOF NON SHINGLE PERMIT PERMIT NUMBER _. CITY OF ATLANTIC BEACH ROOF19-0085 800 SEMINOLE ROAD ISSUED: 12/3/2019 ATLANTIC BEACH. FL 32233 EXPIRES: 5/31/2020 Issued Date: 12/3/2019 2 of 2 S::L . 4i City of Atlantic Beach APPLICATION NUMBER ,04 ,#r X04 Building Department (To be assigned by the Building Department.) r � . si L.JIJCJ -� 800 Seminole Road (RODP� f _ DOBS (_ " - T.3 Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 -o; v%' E-mail: building-dept@coab.us Date routed: 1 ( I1 1 V CI City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 307 11���`-r- De rtment review required Yeses No Building i/ Applicant: ENER.cy Roopirocs -Zoning Mb Tree Administrator Project: C �!\,U ► I L oV.-o-L R ( Public Works . Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: i Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING '�/1 Reviewed by: v l Date: /I'd 7'/.9" TREE ADMIN. Second Review: ❑Approved as revised. ['Den' d. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 s�S1'�fir, Building Permit Application Updated10/9/18 J T r ttl ` `" Ci z•-1 `A s.. City of Atlantic Beach Building Department **ALL INFORMATION , , 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY '-i.o;3ts.%' IS REQUIRED. Phone: (9/04)//247/-5-8_2!6 Email:'" Building y-Dept@coab.us C� Job Address:i f MRN �t• /4/k/A .4e% / . gd0/43 Permit Number: (�QC) F-I 1 oo�j, Legal Description /7/-4G j/di-1%4- /44e4v IO/✓A/A7es /4T 9 RE# t CoC)7 Z -<( -6 C) Valuation of Work(Replacement Cost)$14 833•L Heated/Cooled SF //d/. l ' Non-Heated/Cooled • Class of Work: Iew ❑Addition DAlteration DRepair ❑Move ODemo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): OCommercial Ip1(esidential • If an existing structure,is a fire sprinkler system installed?: DYes ❑No >... • Will tree(s)be removed in association with proposed project?DYes(must submit separate Tree Removal Permit) ❑No CL. Describein detail the type of work to be performed: ln/S-41// /QDo{. Oi✓i✓�✓!�/ e, ,,vs--Zeze /D//. v Florida Product Approval# Z.�/€U-f/ 4e/m/,///d4-. for multiple products use product approval form v PropertyOwnerInforms)ionLL- Name,4/���X /N,/Pie D( efe/, 446 Address O3?D -/.3 4/4 N/ /o4LI— City P V-74- ',More. State f Zip_ e$0Phone j& --34:5'- /2/7/ E-Mail ppL).4/1(e///.4 3 '' 9/70/7, ZNY) Owner dr Agent(If Agent,Power of Attorney or Agency Letter Required) O� Contractor Information �� i Name of Company ENG/'9 / 0/c, 1 Qualifyi :A•ent i 1 1 i N Address /, /53 G✓• /I ii/• O City A .C State FL... Zip Pis , Office Phone g.6:3-- /7 - 3 Job Site Contact Number - -3 / 7 State Certification/Registration# E-Mail QR/gQ/ e a� ' �i✓�°R7gA1f 1 J9'Y./oi77 i Architect Name&Phone# / / •O' Engineer's Name& Phone# Workers Compensation Insurer Al/4eh /d ( 5a&/7 /1illaOR Exempt 0 Expiration Date i Z/_2)t I ( 4 r Application is hereby made to obtain a permit to do the work and ins tions as indicated.I certify that no work or installation has Nh commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating3 I Q , construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS,it g, Z N- WELLS, POOLS,FURNACES, BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In addition to the requirements ofMisjj a 6 permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,a66 rd 6 f there may be additional permits required from other governmental entities such as water management districts,state agencies,cc?r C) Ci cj federal agencies. Ill F_ 4 ti a LSC7 OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all8 J A applicable laws regulating construction and zoning. I— 0 t— ®CC < � w WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY u, w RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPER . IF YOU INTEL{ ® aa.. s a TO OBT, INANCING, CONSULT WITH YOUR LENDER OR AN ATTORN BEFORE F- w a u WUv) w RECO' ' G YOUR J OF COMMENCEMENT. .� > ec i, Lu = u (Sig ture of Owner or Agent) I (Signature��f Co Tractor) a Si ned and sworn to(or.ffir ed)before me this ...y of Si�g'd a d sworn to(or affirm: before me this 7J day of 1V �� `,t. - .{c- Gv ,ii/ '. /YOY r-16I/7,by , 'I 0,4e �N1.11 , /: _ Si:nat c- Mik"1<‘1111 (Signat re of Notary) ....f .:;i , GERALDINE HRUDA 0 ersonall Known OR _•• ;�: MYCOMMISSION#GG338932 Personally Known O Y [ 1 Produced Identificati y!:':' ;; TONIGINDLESPERGER [ ]Produced Identification s�•.1a.ro= EXPIRES:May 27,2023 Type of Identification: t MY COMMISSION#GG3 178 Type of Identification: 'r'°","°e BondedTlvuNotaryPublicUndervrtN•rs •'-n• EXPIRES:October 6,2023 a ~4'°F F`°ts'° Bonded Tlw Notary Public Underwriters 1 I ._ .fie- A. LVL.: '1 GVI�GV VL:lO, VR on. 10 .ac ray LL:JJ LV LL1lWE'i- rUyeb 1, Recorded 09/07/2019 12:49 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 • PREPARED BY AND RETURN TO: OFFICE COPY JOSEPH 1.VAN ROOY,ESQ. VAN ROOY LAW 9471 BAYMEADOWS ROAD,SUITE 103 • JACKSONVILLE,FLORIDA 32256 Permit No. ROC,ti qU'08S NOTICE OF COMMENCEMENT .' STATE OF FLORIDA ) COUNTY OF DUVAL ) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. 1, Description of property: Lot 9,AHERN TOWNHOMES,according to the plat thereof as recorded in Plat Book 71,Pages 96 and 97,of the current Public Records of Duval County, Florida. Street Address:307 Ahem Street,Atlantic Beach,Florida 32233' 2. General description of improvement:Development and construction of Townhomc Units. 3. Owner information: a. Name and address: Ahem TH Project,LLC 9471 Baymeadows Road,Suite 103 Jacksonville,Florida 32256 b. Interest in property: Owner c. Name and address of fee simple title holder(if other than Owner): 4. Contractor: a. Name and address: Mulligan Contracting,Inc. 533 IO's Avenue N. Jacksonville Beach,Florida 32250 Phone:(904)838-9868 Fax: (904)270-0105 5. Surety: a. Name and address: None. b. Amount of bond: None. • 6. Lender: a. Name and address: Forum Capital Partners,LLC 9995 Gate Parkway North,Suite 400 Jacksonville,Florida 32246 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served: a. Name and address: None. 8. In addition to himself,Owner designates the following person(s)to receive a copy of the Lienor's Notice: Name and address: Commercial Loan Administrative Solutions,Inc. Attn:Mindy Lemen 3168 U.S.Highway 17,Suite F Fleming Island,Florida 32003 9. Expiration date of Notice of Commencement: (Expiration date is one year from the date of recording unless a different date is specified.) Ahern TH Project,LLC,a Florida limited liability company By: Atlantic each I tors,L ,a F ride limited liability corn Its M ager. By: R d John ,I onager STATE OF FLORIDA } COUNTY OF DUVAL } • • The foregoing instrument was sworn to and subscribed before mc this 29 ay of August 2019,by Richard Johnston, as Manager of Atlantic Beach Investors,LLC,a Florida limited liability compan ,which is the Manager of Ahern TH Project, LLC,a Florida limited liability company,on behalf of the corn any,who Mis personally known to me or[]produced as identification. Print Name: N�Tsi: e CRISTAZAFFItE NOTARY PUBLIC fe y ':Commission II GG 160652 State of Florida s FebNaty 25,2022 1,ti'J,i°7 aaodaerNs1OYFa+iNwmmt003854019 'L`J vl 1. z \iiiie1� CITY OF ATLANTIC BEACH Z" OFOFFICE (�0 P1 800 SEMINOLE ROAD FICE v �/ ATLANTIC BEACH, FL 32233 (904) 247-5800 'r III9 BUILDING REVIEW COMMENTS Date: 11/24/2019 Permit#: ROOF19-0085 Site Address: 307 AHERN ST Review Status: Denied RE#: 169737 0010 Applicant: Energy Roofing Technology SE, LLC Property Owner: AHERN TH PROJECT LLC Email: BDJOYE@EARTHLINK.NET Email: Phone: 8557663852 Phone: 3868674756 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correctio Comments: 1. Pie e set up a meeting to discuss permit application documents for all three addr-sses to take place at the Atlantic Beach Building Department. Building /49‘)-- //)7 i 9 Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. ROOF NON SHINGLE PERMIT PERMIT NUMBER ROOF19-0087 CITY OF ATLANTIC BEACH ISSUED: 12/3/2019 800 SEMINOLE ROAD 202031/ ATLANTIC BEACH. FL 32233 EXPIRES: 5/ MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 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. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 309 AHERN STREET ROOF NON SHINGLE FL 16039 60S IL DURO $10833.00 TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: COMPANY: ADDRESS: CITY: STATE: ZIP: Energy Roofing Technology 10153 W US HWY 90 LAKE CITY FL 32055 SE, LLC OWNER: ADDRESS: CITY: STATE: ZIP: AHERN TH PROJECT LLC 830 13 A1A N #120 PONT:VEDRA FL 32082 BEACH 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. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $105.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $52.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.36 • STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 Issued Date: 12/3/2019 1 of 2 t�L`.t*0 ROOF NON SHINGLE PERMIT PERMIT NUMBER1 (---- iiit tt1CITY OF ATLANTIC BEACH ROOF19-0087�dV~ 800 SEMINOLE ROAD ISSUED: 12/3/2019rl'o ATLANTIC BEACH. FL 32233 EXPIRES: 5/31/2020 ITOTAL: $161.86 Issued Date: 12/3/2019 2 of 2 t�,;Lyr, City of Atlantic Beach APPLICATION NUMBER fl Building Department (To be assigned by the Building Department.) 800 Seminole Road f.2 Atlantic Roo Atlantic Beach, Florida 32233-5445 -00e:),7 Phone(904)247-5826 • Fax(904)247-5845 t)r E-mail: building-dept@coab.us Date routed: 1 I C i4 ` t 9 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 309 R KezN S ' De Ment review required Yes, No Euildin V Applicant: c CSG L I`C7 p F t Planning &Zoning / Tree Administrator 1 Project: ;" L.- Cp 3 (,Orval L oR,p- Public Works � _ Public Utilities fk�( Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: roved. ❑Denied. ❑Not applicable (Circle one.) Comments: UILDING PLANNING &ZONING 11- g 7 q Reviewed by: Date: TREE ADMIN. Second Review: Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 3�f'A'''ri- Building Permit Application Updated10/9/18 J 1 .c ..1,1, ;.:..:6---._•.....• City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY "l-orus)' IS REQUIRED. Phone:n (904)/ 247-5826n// Email: Building-Dept@coab.us ept@coab.us IQ Job Address:)7� A R •P-.0/5" .jJ/ /4//oNT/G ,6g1 j/-2- ..:.9c,--a1,13 JP,ermit Number: oo ` 1 - Oc 7 Legal Description /l/�P P-.0 -OE 144q,%/Tv�fA/f I/n2s ,/ 74 8/ RE# I C2 9 7 Z (' - I ( 3 a Valuation of Work(Replacement Cost)$/4 833•a• Heated/Cooled SF//5/. (p Non-Heated/Cooled • Class of Work: lMf//ew ❑Addition ❑Alteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial residential • . If an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No - • Will tree(s)be removed in association with proposed project?❑Yes(must submit separate Tree Removal Permit) ONo 1.0'— Describe in detail the type of work to be performed: :2 7S/R// %'i,7' ow wea/ e ,t/,�-Zeii..c dj./ 0 LJ Florida Product Approval# FZ.J/ U� 4 /ii/ &..iea_l�r1 for multiple products use product approval form V_ Property Owner Informa ion / / (y Name I4kA'�/f /7/,�//fQ 16- , 446 Address O.54 -%I 4/� A/ /of' LL- City i'D,‘/��° r PR e. State FL Zip 3g148a Phone 38/i '.34,3---- /2/7/ `• D E-Mail Op il 4A( ///4o.,3 1/17 //, L/D/M Owner r p gent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information .1 Name of Company E/'/e;''4 i' 2 i✓ Qualifyi :A:ent id 1 ' i Address /4/ .V. G 1 • 7J, City � e State FL Zip iv 5 Office Phone g5"5"-- /76 - I Job Site Contact Nu b r -t -J� / 7 // yy� l State Certification/Registration# E-Mail !Aa/0 ' �i✓etel i4/t /N9LY.!W/7 1 Architect Name&Phone# // " (. Engineer's Name&Phone# N r Workers Compensation Insurer A R/ /9e1e/d "Ai 9a12/71/ OR Exempt 0 Expiration Date ? Ml� ` ' 4 0 Application is hereby made to obtain a permit to do the work and instions as indicated.I certify that no work or instal atio a5?: ® F' commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulati t3 H z H construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGN%) 0 P U Q WELLS,POOLS,FURNACES, BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In addition to the requirements et/hp: rtt 0 permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,107 D' there may be additional permits required from other governmental entities such as water management districts,state agencie oiJ N federal agencies. E'- H I" Z OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with o f ly L'-' w applicable laws regulating construction and zoning. C1 0 w a. m WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAYS U u. w 63 RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPER/ . IF YOU INTEN3 63 .ILb it w TO OBTA INANCING, CONSULT WITH YOUR LENDER OR AN ATTORN BEFORE LU ui RECO' a iG YOUR OTICE OF COMMENCEMENT. imams, (Signature of Owner or Agent) r (Signature-%f Co Tractor) Si ned and sworn to( r ffir)med)before me this` day of Sigry�d as d sworn to(or affirm:,, before me this S day of ZO b /e e:. ii z�' ; _ 4/9.by , '-' 10. A WA /N/ NW- of 'ot• ' (Signat re of Notary) a ;::►v ,, GERALDINE HRUDA Personally Known OR 'ersonally Known OR MYCOMMISSION#GG338932 [ ]Produced Identification TONI GINDLESPERGER ]Produced Identification �o� EXPIRES:May 27,2023 Type of Identification: '•' , . , s, i ,e 353178 1 pe of Identification: •.° ,4•_ Bonded Tlru Notary Public UndenwIts s .,L 1.0 EXPIRES:October 8,2023 Aft n'ito Bonded Vs Notary Public Underwriters Doc # 2019206257, OR BK 18922 Page 2252, Number Pages: 1, Recorded 09/07/2019 12:49 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 PREPARED BY AND RETURN TO: JOSEPH J.VAN ROOY,ESQ. VAN ROOY LAW 9471 BAYMEADOWS ROAD,SUITE 103 JACKSONVILLE,FLORIDA 32256 ^V Permit No. ie0O F/9 — 00 g7 NOTICE OF COMMENCEMENT 7 STATE OF FLORIDA ) " '9 COUNTY OF DUVAL ) L) The undersigned hereby gives notice that improvement will be made to certain real property, and in LJ- accordance with Chapter 713,Florida Statutes, the following information is provided in this Notice of Commencement. Description of property: Lut 8,AHERN TOWNHOMES,according to the plat thereof as recorded in Plat Book 71,Pages 96 and 97,of the current Public Records of Duval County, • Florida. Street Address:309 Ahem Street,Atlantic Beach,Florida 32233 2. General description of improvement:Development and construction of Townhome Units. 3. Owner information: a. Name and address: Ahern TH Project,LLC 9471 Baymeadows Road,Suite 103 Jacksonville,Florida 32256 b. Interest in property: Owner c. Name and address of fee simple title holder(if other than Owner): 4. Contractor: a. Name and address: Mulligan Contracting,Inc. 533 10°i Avenue N. Jacksonville Beach,Florida 32250 Phone:(904)838-9868 Fax: (904)270-0105 5. Surety: a. Name and address: None. b. Amount of bond: None. 6. Lender: a. Name and address: Forum Capital Partners,LLC 9995 Gate Parkway North,Suite 400 Jacksonville,Florida 32246 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served: a. Name and address: None. 8. In addition to himself,Owner designates the following person(s)to receive a copy of the Lienor's Notice: Name and address: Commercial Loan Administrative Solutions,Inc. Attn:Mindy Lemen 3168 U.S.Highway 17,Suite F Fleming Island,Florida 32003 9. Expiration date of Notice of Commencement: • (Expiration date is one year from the date of recording unless a different date is specified.) Ahern TH Project,LLC,a Florida limited liability company By: Atlantic B Inv ors,L ,a F ida limited liability comp , is M er By: Ric and Johnston, Manager STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was sworn to and subscribed before me this Aitlay of August 2019,by Richard Johnston, as Manager of Atlantic Beach Investors,LLC,a Florida limited liability company,which is the Manager of Ahem TH Project, LLC,a Florida limited liability company,on behalf of the company,whop is personally known to me or[]produced as identification. .40 Print Name: 5(ci . I gut CRISTAZAFFKE NOTARY PUBLIC Cornads°Ioni7GG180652 State of Florida e apd°d ThSTmr�fga Inuranca11D0.385-70111 ROOF NON SHINGLE PERMIT PERMIT NUMBER * ROOF19-0086 CITY OF ATLANTIC BEACH /~ 800 SEMINOLE ROAD ISSUED: 12/3/2019 ATLANTIC BEACH. FL 32233 EXPIRES: 5/31/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 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. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 311 AHERN ST ROOF NON SHINGLE FL 16039 60 MIL DURO $10833.00 LAST TYPE OF REAL ESTATEZONING: j BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169737 0010 ATLANTIC BEACH COMPANY: ADDRESS: CITY: STATE: ZIP: Energy Roofing Technology 10153 W US HWY 90 LAKE CITY FL 32055 SE, LLC OWNER: 1 ADDRESS: CITY: STATE: ZIP: AHERN TH PROJECT LLC 830 13 A1A N #120 PONTE VEDRA FL 32082 BEACH 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. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $105.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $52.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.36 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 Issued Date: 12/3/2019 1 of 2 i, ROOF NON SHINGLE PERMIT PERMIT NUMBER r CITY OF ATLANTIC BEACH ROOF19-0086 �N� '' �� 800 SEMINOLE ROAD ISSUED: 12/3/2019 'ititi. ATLANTIC BEACH. FL 32233 EXPIRES: 5/31/2020 TOTAL:$161.86 Issued Date: 12/3/2019 2 of 2 City of Atlantic Beach APPLICATION NUMBER ; A Building Department (To be assigned by the Building Department.) A 800 Seminole Road Q 4: Atlantic Beach, Florida 32233-5445 Roo 1 c _00 86 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: ' 'S ( 1 43( City web-site: http://www.coab.us / APPLICATION REVIEW AND TRACKING FORM Property Address: 31 l EACRIV Department review required Ye No r uildin Applicant: E -G.L1 ROO (I�C` Planning &Zoning / ,� Tree Administrator Project: r-50 I\t L i)DRO— l_-F}<ST Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [pproved. ❑Denied. I 'Not applicable (Circle one.) Comments: BUILD! PLANNING &ZONING Reviewed by: ill Date: /-a 7'19 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. [—Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 `,..c 1 .. ,�' Building Permit Application Updated 10/9/18 -. City of Atlantic Beach Building Department OFFICE "COPY **ALL INFORMATION �_`� 9� 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY �,a IS REQUIRED. Phone: (904), / 247-5826QEmail: Building-Dept@coab.us Q Job Address: 3�� /���,V C/ / f� /l 1. �X�j / 4 31 Z�mi R0i (� / n q T �n L7/G� / b/Permit Number: Legal Description 7/-9(p di aia�9C iMeyPA[747 t/A4/✓/IS 7 RE# 1 Coq 7ZC, - I ( 3 0 Valuation of Work(Replacement Cost)$/4 813.4) Heated/Cooled SF//d/. (p Non-Heated/Cooled • Class of Work: IE‘ew DAddition ❑Alteration ❑Repair ❑Move DDemo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial E 1(esidential • . If an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No • Will tree(s)be removed in association with proposed project?❑Yes(must submit separate Tree Removal Permit) ❑No Describe in detail the type of work to be performed: ..-17/5/4-// iQDo{' Di✓//eu/ dDA/,p--,QGZG jV. Florida Product Approval# F�'/ aJ9' /17/"/.& D_ s'/ for multiple products use product approval form Property Owner Informs lion Name,4k�j/( 'TN fR ZC-f, I-46 Address g 3 -4..3 Abel A/ /old City nA/i Y 'i? State FL Zip 3a?,48, Phone ,38/i-.2415-- /4/7/ E-Mail 0QL/,gn(&///.4A3 '' 9/nail, ZD/Y) Owner dr Agent(If Agent,Power of At orney or Agency Letter Required) Contractor Information ����111 ,/� � Name of Company ,-/l/e .�' /7 ' /1 '' Qualifyi :A:ent ,`I:Al 1 , Address /4153 W G % • ID City , e State FL Zip • A0s Office Phone g�$% 'U - iPjf�- Job Site Contact Nufnbw %lo -,...945-- / 7 State Certification/Registration# E-Mail 'i &/4/n/e (✓A/etQ// /yie,M inl'AI.(�/77 Architect Name&Phone# / Engineer's Name&Phone# iii.P1 Workers Compensation Insurer ,G, /o e �G/lf ( aQ// OR Exempt❑ Expiration Date 17( 3 ( IN.� Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or instal latioli has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulat jigt J z , construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, U 't 0 WELLS, POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirementssfAso H permit,there may be additional restrictions applicable to this property that may be found in the public records of this county`.3nE P. 9 w there may be additional permits required from other governmental entities such as water management districts,state agenc ems,6 o U Z federal agencies. LU Z CC < OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with Q 0 < applicable laws regulating construction and zoning. () .J 14. (/) f- I-- CC WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY) it. n u RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPER IF YOU INTELPID- w w ., ra. CC CO TO OBTAIN INANCING, CONSULT WITH YOUR LENDER OR AN ATTORN BEFORE H w v w COR 4YOUR�� CO �—MMENCEMENT. ; U 0')� w ��ij '�/ OC w III (Signature of Owner or Agent) (Signature f Co tractor) ft CC Jig�ed and sworn to a _.)befo e m his say of Sieg d a d sworn to(or affirm-. before me this S day of ,70 b , -'1 I , . // Z. / 'O /YD� r .4I,by r DI C°. ' •:na f- . 1 . `".- (Signat re of Notary) ; ?o ,; GERALDINE HRUDA ]Personally Known OR Personally Known OR ;.: MY COMMISSION#GG 338932 ,, [ ]Produced Identification TowGWDLESPERGER Produced Identification1:.:3;•,.,:-/ N ` EXPIRES:May 21.2023 Type of Identification: - i Vit`=;; ': L _ - - ,178T -of Identification: :E[°• _Bonded Thu Notary PublicUndennNas t����,AI EXPIRES:Odober 6,2023 4 ■ TAW, Bonded Thu Notary Public Underwriters Doc # 2019206256, OR BK 18922 Page 2251, Number Pages: 1, Recorded 09/07/2019 12:49 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 OFFICE COPY PREPARED BY AND REX URN TO: • JOSEPH J.VAN ROOY,ESQ. VAN ROOY LAW 9471 BAYMEADOWS ROAD,SUITE 103 JACKSONVILLE,FLORIDA 32256 Permit No. O c r6 %f'J -a o k6 NOTICE OF COMMENCEMENT STATE OF FLORIDA ) COUNTY OF DUVAL ) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713,Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: Lot 7,AHERN TO WNHOMES,according to the plat thereof as recorded in Plat Book 71,Pages 96 and 97,of the current Public Records of Duval County, Florida. Street Address:311 Ahem Street,Atlantic Beach,Florida 32233 2. General description of improvement:Development and construction of Townhome Units. 3. Owner information: a. Name and address: Ahem TH Project,LLC 9471 Baymeadows Road,Suite 103 Jacksonville,Florida 32256 b. Interest in property: Owner c. Name and address of fee simple title holder(if other than Owner): 4. Contractor: • • a. Name and address: Mulligan Contracting,Inc. 533 10'"Avenue N. Jacksonville Beach,'Florida 32250 Phone:(904)838-9868 Fax: (904)270-0105 5. Surety: a. Name and address: None. b. Amount of bond:. None. 6. Lender: • a. Name and address: Forum Capital Partners,LLC 9995 Gate Parkway North,Suite 400 Jacksonville,Florida 32246 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served: a. Name and address: None. • 8. In addition to himself,Owner designates the following person(s)to receive a copy of the Lienor's Notice: Name and address: Commercial Loan Administrative Solutions,Inc. Attn:Mindy Lemen 3168 U.S.Highway 17,Suite F Fleming Island,Florida 32003 9. Expiration date of Notice of Commencement: (Expiration date is one year from the date of recording unless a different date is specified.) • Ahern TH Project,LLC,a Florida limited liability company By: Atlantic B lnvesto LC,a FA"-:da "ited liability comport is Manag. By: , Rich•r Johnston • an Iv STATE OF FLORIDA } COUNTY OF DUVAL } The foregoing instrument was sworn to and subscribed before me this nitlay of August 2019,by Richard Johnston, as Manager of Atlantic Beach Investors,LLC,a Florida limited liability compan ,which is the Manager of Ahern TH Project, LLC,a Florida limited liability company,on behalf of the comp , who is personally known to me or[]produced as identification. ' 'G"�"'� Print Name: G('i5 i tt p NOTARY PUBLIC CRlsTAZAFFKE State of Florida ':Commission#GG 1a0662 EEitesFebruary 25,2022 '':?tii(i Boded Thu Troy FeN Worm 9003447019 uri'.. . � ; As required by Florida Statute 553.842 and Florida Administrative Code 913-72,please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit.We recommend you contact your local product supplier should you not know the product approval number far any of the applicable listed products.Statewide approved products are listed online www.ttoridaabuilding.org Category/Subcategory Manufacturer Product Description Approval Number{s) 1.EXTERIOR DOORS A.SWINGING B.SLIDING C.SECTIONAL/ROLL UP D.OTHER 2.WINDOWS A.SINGLE/DOUBLE HUNG B.HORIZONTAL SLIDER C.CASEMENT D.FIXED E.MULLION F.SKYLIGHTS G.OTHER 3.PANEL WALL A.SIDING _ B.SOFFITS C.STOREFRONTS D.GLASS BLOCK E.OTHER 4.ROOFING PRODUCTS A.ASPHALT SHINGLES B.NON-STRUCTURAL METAL C.ROOFING TILES j�^ D.SINGLE PLY ROOF ihae - /�f�s / • 14 09 mg" E.OTHER 1 r, 5.STRUCTURAL COMPONENTS A.- A. OOD CONNECTORS B.WOOD ANCHORS »Y C.TRUSS PLATES D.INSULATION FORMS -E.LINTELS F.OTHERS 6.NEW EXTERIOR , ENVELOPE PRODUCTS The products listed below did not demonstrate product approval at plan review.I understand that at the time of inspection of these products,the following intormetlon must he available to the inspector on the jobsite;1)copy of tho product approval,2)performance characteristics which the product was tested and certified to comply with,3)copy of th- app able manufacturers installation requirements. Further,I understand these produ of ay lave to be removed If approval cannot be demonstrated during inspection. Contractor OR Agent Signature Date NOTES: 7 OFF! 'F COPY Ahern The roof itself is structurally sloped at '/" per foot which meets code. We have installed 2 layers of FR10, which affords us a Class A fire rating through the single-ply manufacturer Durolast. (already inspected with dry-in under framing inspection) We are installing 1.5" of ISO preliminarily attached which is 5 screws per 4X8 board (not required for R value — insulation will be from interior ceiling — purpose is for strictly for sound barrier) Then we are mechanically attaching 60 MIL Durolast We will do a 30" perimeter and then a 60" perimeter all attached with screws 6" on center to meet the uplift codes. The rest of the roof we will be using 5' sheets for the field. Also attached with screws 6" on center We will terminate the membrane using the Durolast 2" Vinyl Drip edge with Skirt OFFICE COPY ` 'oto DL.�RC��LAST VELOCITY PRESSURES ma, . THE WORLDS BEST ROOF Based on Chapter 30(Sections 1 and 3)of the American Society of Civil Engineers(ASCE) Standard ASCE 7-10,Minimum Design Loads for Buildings and Other Structures. a , 'LndSt... y —et � Report Preparation , ,1.11; • , . ; ' - d Report ID: DL_Uplift_Pressure_Report_6806 „- zI 9) .t : •fes'' ` 1q1 Date: 10/18/2019 ,�,; ,• Idlit= i►- g Prepared By: Eric Smith v ` Company: Energy Roofing meq4":15t, �.' Irt'tst }' St � � 9.�• Project Location Information 4 A� 1• ' 1, Project: Ahern Townhouse T'; i �_ Roof Area: 2740 - 4.k # 1 .- i' Street: Ahern St. •W " ��- ^Ahern'St City, State: Atantic Bch, FL rPoe:s Tavern Ra T(me Tavern; Lat/Lng: 30.32569 N/-81.39740E AtlanBeach 9, r Seafood:&Grille �' Exposure Category: C ' �' "'�` R wiii• t Risk Category: II •1 -- , �''. ' ,fly 'f • t Enclosure Category: Enclosed +. , , Special Wind Region: No F_lyingllguena'Taqueria Basic Wind Speed(V): 129 mph Coo le .. 1 `•' R _A mnia Rar' T_ 9 Geal�yical Survey,USDA Farrr Sen eeAgency Roof Information Roof Height: 36 ft 3 2 3 Zone i (field area) Roof Dimensions: 35 ft x 86 ft Zone 2(perimeter areas) Construction: New Construction 2 Zone 3(corner areas) Deck Type: 1/2 inch Plywood 1 ' Fastener Type: #15 HD Screw 2 2 3 Pullout Resistance: 400 lb.*(ESTIMATED VALUE) *Must be verified prior to installation. 1 2 43 ar Velocity Pressure (Qh) E Qh = 0.00256*Kz*Kzt*Kd*V2[Ib/ft2] 3 2 3 °. 0 Velocity Pressure Coefficient(Kz): 1.021 Topographic Factor(Kzt): 1 Zone Velocity Pressures (zVP) Wind Directionality Factor(Kd): 0.85 -For Allowable Stress Design(ASD) Velocity Pressure(Qh): 36.96 lb/ft' zVP= 0.6*Qh*(GCp-Gcpi)(lb/ft2] Zone Coefficients Zone 1: -26.17 lb/ft2 Internal Pressure Coefficient(GCpi): 0.18 Zone 2: -43.91 lb/ft2 External Pressure Coefficient(GCp)Zone 1: -1 Zone 3: -66.08 lb/ft2 External Pressure Coefficient(GCp)Zone 2: -1.8 External Pressure Coefficient(GCp)Zone 3: -2.8 This report was generated by a Web-based tool utilizing information supplied by the user of the tool.Prior to using the tool the user agreed to a disclaimer which is attached to the end of this report and considered a part of this report. Page 1 of 2 A OFFICE copy EXCEPTI AL.® PRODUCT DATA SHEET-------- /friP tag) Vinyl-Coated Drip Edge Description: The Vinyl-Coated Drip Edge provides maximum water flow from roof decks while providing an architectural, visually-attractive termination. • Fabricated from vinyl-coated metal with a 6" 41111, attached PVC membrane skirt in 10' lengths; 2"- 8" �1 widths. • Profiles can be custom-fabricated to meet most specifications. • Can be fabricated to accommodate various roof pitches and mansards with a maximum face size • of 8". • Available in white, tan, gray, or dark gray and can be painted with latex or acrylic paint to match building design. Energy Efficiency: LEED®and ENERGY STAR®compliant. Installation: I+� + + + + % + + 1. A wood nailer is required if 1"or greater of • • + insulation is used. ♦������♦ • 2. This nailer should be attached to the wall in ♦�������♦ �i accordance with ANSI/SPRI ES-1 3.9. 3. Install in accordance with EXCEPTIONAL® Metals Detail#3120. 4. Any deviation from the requirements set forth in detail drawings must be pre-approved, in writing, by the EXCEPTIONAL Metals Technical Department. Warranty: EXCEPTIONAL Metals offers a finish and substrate warranty. Contact the membrane manufacturer for any additional warranty that may be offered. Technical Services: Material Gauge Finish Galvalume® 24-gauge PVC Product samples, detail sheets, color chips, and color Stainless Steel 24 gauge PVC chart are available for your submittal package. For Aluminum 040 PVC assistance with questions or submittals, contact your local representative or call EXCEPTIONAL Metals. "Duro-Last"and"EXCEPTIONAL"are registered marks owned by Duro-Last Roofing,Inc."LEED"is a trademark owned by the U.S.Green Building Council and is used with permission. "ENERGY STAR"is a registered mark owned by the U.S.Government. ENERGY STAR is only valid in the United States."Galvalume"is a registered mark owned by BIEC International Inc. Revised 11)04/2015 CREEK OFFICE COPY gURO-LASTRgMemb INC. L i PVC Single-Ply Roofing Membranes TECHNICAL SERVICES, LLC APPENDIX B Mechanically Fastened Assemblies over Wood Deck(New, Existing, or Recover) System Deck Detail Thermal Insulation Insulation Membrane Membrane Attachment MDP No. Barrier Attachment (psf) OPTIONAL Preliminarily Duro-Last#15 Extra Heavy Duty Drill Point Fastener and 45 W-M-4 T19/32, L32, 0.113-6/6 As required Approved secured DL Duro-Last Poly-Plates fastened Lim.7)6-inch o.c.within 6-inch wide tabs spaced 120-inch o.c. ( Approved Preliminarily Duro-Last#15 Extra Heavy Duty Drill Point Fastener -45 W-M-5 T19/32, L32, 0.113-6/6 As required Insulation secured DT and Duro-Last Poly-Plates fastened (Lim.7) 12-inch o.c.within 6-inch wide laps spaced 54-inch o.c Min.0.5 inch Duro-Last#15 Extra Heavy Duty Drill Point Fastener and W-M-6 T19/32, L24, 0.113-6/6 As required Approved Preliminarily DT Duro-Last Poly-Plates or Cleat Plates fastened -45 Insulation secured 6-inch o.c.within 6-inch wide laps spaced 114-inch o.c.; (Lim.7) fastener centered 2-inches from edge of tab Approved Preliminarily Duro-Last#15 Extra Heavy Duty Drill Point Fastener -52.5 W-M-7 T19/32, L32, 0.113-6/6 As required Insulation secured DT and Duro-Last Poly-Plates fastened 6-inch O.C. (Lim.7) within 6-inch wide laps spaced 114-inch o.c OPTIONAL Duro-Last#14 HD Fastener and W-M-8 T19/32, L24,Hex-12/12 As required Approved Preliminarily DL Duro-Last Cleat Plates or Poly-Plates fastened 6-inch o.c. -52.5 Insulation secured into wood truss within 6-inch wide tabs spaced 120-inch o.c. (Lim.7) (Min.2.5-inch penetration into wood truss) Min.0.5-inch Preliminarily Duro-Last#15 Extra Heavy Duty Drill Point Fastener and _52.5 W-M-9 T19/32, L24, 0.113-6/6 As required Approved secured DL Duro-Last Cleat Plates or Poly-Plates fastened Lim.7)6-inch o.c.within 3-inch wide tabs spaced 60-inch o.c. ( OPTIONAL Preliminarily Duro-Last#15 Extra Heavy Duty Drill Point Fastener and -52.5 W-M-10 T19/32, L32, 0.113-6/6 As required Approved secured DL Duro-Last Poly-Plates fastened Lim.7)_ 6-inch o.c.within 3-inch wide tabs spaced 60-inch o.c. ( Min. 1.5 inch Duro-Last#15 Extra Heavy Duty Drill Point Fastener W-M-11 T19/32, L24, 8d-6/6 As required Approved Preliminarily DL and Duro-Last Cleat Plates fastened 6-inch o.c. -52.5 Insulation secured within 6-inch wide tabs spaced 57-inch o.c. (Lim.7) (Screws located 2.7-inches from tab edge) Min. 1.5 inch Duro-Last#14 HD Fastener and W-M-12 T19/32, L24, 8d-6/6 As required Approved Preliminarily DL Duro-Last 3-inch Metal Plates fastened 6-inch o.c. -52.5 Insulation secured within center of 6-inch wide tabs spaced 57-inch o.c. (Lim.7) Tab Sealer 4725 applied at 60 ft2/gal. Min.0.5-inch Preliminarily Duro-Last#15 Extra Heavy Duty Drill Point Fastener and 60 W-M-13 T19/32, L24, 0.113-6/6 As required Approved secured DL Duro-Last Cleat Plates or Poly-Plates fastened 6-inch O.C. Insulation within 6-inch wide tabs spaced 120-inch o.c. (Lim.7) OPTIONAL Preliminarily Duro-Last#15 Extra Heavy Duty Drill Point Fastener 60 W-M-14 T19/32, L32, 0.113-6/6 As required Approved secured DT and Duro-Last Poly-Plates fastened Lim.7)6-inch o.c.within 6-inch wide laps spaced 54-inch o.c ( Min.0.5-inch Duro-Last#15 Extra Heavy Duty Drill Point Fastener and Preliminarily Duro-Last Cleat Plates or Poly-Plates fastened 6-inch o.c. -67.5 W-M-15 T19/32, L24, 0.113-6/6 As required Approved secured DT within 6-inch wide laps spaced 54-inch o.c.; (Lim.7)fastener centered 1.25-inches from edge of tab DLR12001.15 FL16039-R15 Page 32 of 33 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. OFFICE COPY DURO-LAST ROOFING,INC. CREEKPVC Single-Ply Roofing Membranes TECHNICAL SERVICES, LLC APPENDIX B Mechanically Fastened Assemblies over Wood Deck(New, Existing, or Recover) System Deck Detail Thermal Insulation Insulation Membrane Membrane Attachment MDP No. Barrier Attachment (psf) Duro-Last#14 HD Fastener and Duro-Last Cleat Plates OPTIONAL fastened 6-inch o.c.into wood truss within center of Preliminarily -82.5 W-M-16 T19/32, L24,Hex-12/12 As required Approved secured DL 6-inch wide tabs spaced 120-inch o.c. (Lim.7) Insulation (Min.2.5-inch penetration into truss). Tab Sealer 4725 applied at 60 ft2/gal. Induction Welded Assemblies over Wood Deck(New, Existing, or Recover) System Thermal Insulation or Thermal Barrier MDP No. Deck Detail Barrier Insulation Attachment Membrane Membrane Attachment (psf) -37.5 Approved Duro-Bond through-fastened to wood truss Induction welded to each (Lim.7; W-W-1 T19/32, L24, 0.113-12/6 As required Insulation 12-inch o.c.in 6-ft spaced rows DL60 insulation plate Non- HVHZ) -37.5 Approved Duro-Bond through-fastened to wood truss Induction welded to each (Lim.7; W-W-2 T19/32, L24, 0.113-12/6 As required Insulation 18-inch o.c.in 4-ft spaced rows DL60 • insulation plate Non- HVHZ) OPTIONAL Duro-Bond#15 Induction welded to each -45 W-W-3 T19/32,L24, 0.113-6/6 As required Approved fastened at a rate of 1 per 4.00-ft2 DL or DT insulation plate (Lim.7) Insulation (See Appendix A-Induction Weld Patterns) W-W-4 TI9/32,L24, 0.113-12/6 As required Approved Duro-Bond through-fastened to wood truss DL60 Induction welded to each -52.5 Insulation 12-inch o.c.in 4-ft spaced rows • insulation plate (Lim.7) W-W-5 T19/32, L24, 0.113-12/6 As required Approved Duro-Bond through-fastened to wood truss DL60 Induction welded to each -60 Insulation 6-inch o.c.in 8-ft spaced rows insulation plate (Lim.7) Approved Duro-Bond through-fastened to wood truss Induction welded to each -60 W-W-6 T19/32, L24, 0.113-12/6 As required Insulation 6-inch o.c. in 6-ft spaced rows DL60 insulation plate (Lim.7) Approved Duro-Bond through-fastened to wood truss Induction welded to each -60 W-W-7 T19/32, L24, 0.113-12/6 As required Insulation at a rate of 12 per 4 ft x 8 ft board DL or DT insulation plate (Lim.7) Approved Duro-Bond through-fastened to wood truss Induction welded to each -90 W-W-8 T19/32, L24, 0.113-12/6 As required Insulation at a rate of 16 per 4 ft x 8 ft board DL or DT insulation plate (Lim.7) END OF REPORT DLR12001.15 FL16039-R15 Page 33 of 33 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. 3-Part Specification Division 07 5419-Polyvinyl-Chloride Roofing Ahern Townhouses OFFICECOPY 331 Ahem St. Atlantic Beach,FL 32223 2727 Prepared For: Prepared By:Eric Smith Energy Roofing Roof Assembly Description • PVC thermoplastic membrane Membrane Thickness:60 mil Color:White Attachment:Attached with mechanical fasteners • Polyisocyanurate(tapered) Attachment:Attached with mechanical fasteners • Fire rated slip sheet Thickness:2 plies Attachment:Loosely laid • 5/8 inch Plywood Roof Deck REVIEWED FOR CODE COE'JIPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE:1- Z1L-1 3-Part Specification Division 07 54 19-Polyvinyl-Chloride Roofing PART I GENERAL 1.1 SECTION INCLUDES A. PVC thermoplastic membrane attached with mechanical fasteners. B. Polyisocyanurate(tapered),attached with mechanical fasteners. C. Fire rated slip sheet,loosely laid. D. Prefabricated flashings, corners,parapets, stacks,vents, and related details. E. Fasteners,adhesives,and other accessories required for a complete roofing installation. F. Traffic Protection. 1.2 REFERENCES A. NRCA-The NRCA Roofing and Waterproofing Manual. B. ASCE 7-Minimum Design Loads For Buildings And Other Structures. C. UL-Roofing Materials and Systems Directory,Roofing Systems(TGFU.R10128). D. ASTM C 1289-Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board. E. ASTM D 751 -Standard Test Methods for Coated Fabrics. F. ASTM D 4434- Standard Specification for Poly(Vinyl Chloride) Sheet Roofing. G. ASTM E 108- Standard Test Methods for Fire Tests of Roof Coverings. H. ASTM E 119-Standard Test Methods for Fire Tests of Building Construction and Materials. 1.3 SYSTEM DESCRIPTION A. General: Provide installed roofmg membrane and base flashings that remain watertight; do not permit the passage of water;and resist specified uplift pressures,thermally induced movement, and exposure to weather without failure. B. Material Compatibility:Provide roofing materials that are compatible with one another under conditions of service and application required,as demonstrated by roofing membrane manufacturer based on testing and field experience. C. Sustainability: a. Conform to NSF/ANSI Standard 347, "Sustainability Assessment for Single-Ply Roofing Membranes. Minimum certification level: Gold. b. Type III product-specific Environmental Product Declaration. c. Membrane is recyclable at end of use. D. Physical Properties: 1. Roof product must meet the requirements of Type III PVC sheet roofmg as defined by ASTM D 4434 and must meet or exceed the following physical properties. 2. Thickness: 60 mil,nominal,in accordance with ASTM D 751. 3. Thickness Over Scrim: >28 mil in accordance with ASTM D 751. 075419-2 3-Part Specification Division 07 54 19-Polyvinyl-Chloride Roofing 4. Breaking Strengths:>390 lbf. (MD)and>438 lbf. (XMD) in accordance with ASTM D 751, Grab Method. 5. Elongation at Break:>31%(MD)and>31%(XMD)in accordance with ASTM D 751, Grab Method. 6. Heat Aging in accordance with ASTM D 3045: 176°F for 56 days.No sign of cracking, chipping or crazing. (In accordance with ASTM D 4434). 7. Factory Seam Strength: >431 lbf.in accordance with ASTM D 751,Grab Method. 8. Tearing Strength:> 132 lbf. (MD)and> 163 lbf. (XMD)in accordance with ASTM D 751, Procedure B. 9. Low Temperature Bend(Flexibility): Pass at-40 °F in accordance with ASTM D 2136. 10. Accelerated Weathering:No cracking,checking, crazing,erosion or chalking after 5,000 hours in accordance with ASTM G 154. 11. Linear Dimensional Change: <0.5%in accordance with ASTM D 1204 at 176±2 °F for 6 hours. 12. Water Absorption: <2.6%in accordance with ASTM D 570 at 158 °F for 166 hours. 13. Static Puncture Resistance:>56 lbs. in accordance with ASTM D 5602. 14. Dynamic Puncture Resistance:> 14.7 ft-lbf in accordance with ASTM D 5635. E. Cool Roof Rating Council(CRRC): 1. Membrane must be listed on CRRC website. a. Initial Solar Reflectance:>88% b. Initial Thermal Emittance:>87% c. Initial Solar Reflective Index(SRI): > 111 d. 3-Year Aged Solar Reflectance:>68% e. 3-Year Aged Thermal Emittance:>84% f. 3-Year Aged Solar Reflective Index(SRI):> 82 F. Insulation 1. Provide overall thermal resistance for roofing system as follows: a. Average R-value: 13.1. 2. Tapered Insulation Slope: 1/4 inch per foot. 3. Configuration as indicated on the Drawings. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Data sheets on each product to be used, including: l. Preparation instructions and recommendations. 075419-3 3-Part Specification Division 07 54 19-Polyvinyl-Chloride Roofing 2. Storage and handling requirements and recommendations. 3. Installation methods. 4. Maintenance requirements. C. Sustainability Documentation: a. NSF/ANSI Standard 347 Certificate. b. Type III product-specific Environmental Product Declaration. D. Shop Drawings: Indicate insulation pattern,overall membrane layout,field seam locations,joint or termination detail conditions,and location of fasteners. E. Verification Samples: For each product specified, two samples,representing actual product, color,and finish. 1. 4 inch by 6 inch sample of roofing membrane,of color specified. 2. 4 inch by 6 inch sample of walkway pad. 1. Termination bar,fascia bar with cover,drip edge and gravel stop if to be used. 2. Each fastener type to be used for installing membrane, insulation/recover board,termination bar and edge details. F. Installer Certification: Certification from the roofing system manufacturer that Installer is approved,authorized,or licensed by manufacturer to install roofing system. G. Manufacturer's warranties. 1.5 QUALITY ASSURANCE A. Perform work in accordance with manufacturer's installation instructions. B. Manufacturer Qualifications:A manufacturer specializing in the production of PVC membranes systems and utilizing a Quality Control Manual during the production of the membrane roofing system that has been approved by and is inspected by Underwriters Laboratories. C. Installer Qualifications: Company specializing in installation of roofing systems similar to those specified in this project and approved by the roofing system manufacturer. D. Source Limitations: Obtain components for membrane roofing system from roofing membrane manufacturer. E. There shall be no deviations from the roof membrane manufacturer's specifications or the approved shop drawings without the prior written approval of the manufacturer. 1.6 REGULATORY REQUIREMENTS A. Conform to applicable code for roof assembly wind uplift and fire hazard requirements. B. Fire Exposure:Provide membrane roofing materials with the following fire-test-response characteristics. Materials shall be identified with appropriate markings of applicable testing and inspecting agency. 1. Exterior Fire-Test Exposure: 075419-4 3-Part Specification Division 07 54 19-Polyvinyl-Chloride Roofing a. Class A;ASTM E 108,for application and roof slopes indicated. 2. Fire-Resistance Ratings: Comply with ASTM E 119 for fire-resistance-rated roof assemblies of which roofing system is a part. 3. Conform to applicable code for roof assembly fire hazard requirements. C. Conform to IECC(International Energy Conservation Code)and IGCC(International Green Construction Code)cool roof requirements. D. Wind Uplift: 1. Roofing System Design: Provide a roofing system designed to resist uplift pressures calculated according to the current edition of the ASCE-7 Specification Minimum Design Loads for Buildings And Other Structures. 1.7 PRE-INSTALLATION MEETING A. Convene meeting not less than one week before starting work of this section. B. Review methods and procedures related to roof deck construction and roofing system including, but not limited to,the following. 1. Meet with Owner,Architect,Owner's insurer if applicable,testing and inspecting agency representative,roofing installer,roofing system manufacturer's representative,deck installer, and installers whose work interfaces with or affects roofing including installers of roof accessories and roof-mounted equipment. 2. Review and finalize construction schedule and verify availability of materials,installer's personnel,equipment,and facilities needed to make progress and avoid delays. 3. Examine deck substrate conditions and finishes for compliance with requirements,including flatness and fastening. 4. Review structural loading limitations of roof deck during and after roofing. 5. Review base flashings, special roofing details,roof drainage,roof penetrations, equipment curbs,and condition of other construction that will affect roofing system. 6. Review governing regulations and requirements for insurance and certificates if applicable. 7. Review temporary protection requirements for roofing system during and after installation. 8. Review roof observation and repair procedures after roofing installation. 1.8 DELIVERY, STORAGE AND HANDLING A. Deliver roofing materials to Project site in original containers with seals unbroken and labeled with manufacturer's name,product brand name and type,date of manufacture, and directions for storing and mixing with other components. B. Store liquid materials in their original undamaged containers in a clean,dry,protected location and within the temperature range required by roofing system manufacturer. Protect stored liquid material from direct sunlight. C. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. Store in a dry location. Comply with insulation manufacturer's written instructions for handling,storing,and protecting during installation. D. Store roof materials and place equipment in a manner to avoid permanent deflection of deck. 075419-5 3-Part Specification Division 07 54 19-Polyvinyl-Chloride Roofing E. Store and dispose of solvent-based materials,and materials used with solvent-based materials, in accordance with requirements of local authorities having jurisdiction. 1.9 WARRANTY A. Contractor's Warranty: The contractor shall warrant the roof application with respect to workmanship and proper application for two(2)years from the effective date of the warranty issued by the manufacturer. B. Manufacturer's Warranty: Must provide for completion of repairs,replacement of membrane or total replacement of the roofing system at the then-current material and labor prices throughout the life of the warranty. In addition the warranty must meet the following criteria: 1. Warranty Period: 20 years from date issued by the manufacturer. 2. First 15 years: a. Must provide for completion of repairs,replacement of membrane or total replacement of the roofing system at the then-current material and labor prices. b. No exclusions for incidental or consequential damages. 3. Last 5 years: a. Excludes incidental and consequential damages. 4. Must provide positive drainage. 5. No exclusion for damage caused by biological growth. 6. Issued direct from and serviced by the roof membrane manufacturer. 7. Transferable for the full term of the warranty. PART 2 PRODUCTS 2.1 MANUFACTURER A. All roofing system components to be provided or approved by roof system manufacturer. B. Acceptable Manufacturers: 1. Duro-Last,Inc. 2. 3. 2.2 ROOFING SYSTEM COMPONENTS A. Roofing Membrane: PVC thermoplastic membrane conforming to ASTM D 4434,type III, fabric-reinforced,PVC. Membrane properties as follows: 1. Thickness: a. 60 mil. 2. Exposed Face Color: a. White. B. Minimum NSF 347 Gold certified. 075419-6 3-Part Specification Division 07 54 19-Polyvinyl-Chloride Roofing C. Accessory Materials:Provide accessory materials supplied by or approved for use by roof system manufacturer 1. Sheet Flashing:Manufacturer's standard reinforced PVC sheet flashing. 2. Factory Prefabricated Flashings: manufactured using Manufacturer's standard reinforced PVC membrane. a. Stack Flashings. b. Curb Flashings. c. Inside and Outside Corners. 3. Sealants and Adhesives: Compatible with roofing system and supplied by roof system manufacturer. a. Caulk. b. Strip Mastic. 4. Slip Sheet: Compatible with roofing system and supplied by roof system manufacturer. 5. Fasteners and Plates: Factory-coated steel fasteners and metal or plastic plates meeting corrosion-resistance provisions in FMG 4470,designed for fastening membrane and insulation to substrate. Supplied by roof system manufacturer. a. #14 Heavy Duty Fasteners. b. Steel Membrane Plates. c. 3 inch Metal Plates. 6. PV Anchors 7. Termination and Edge Details: Supplied by roof system manufacturer. a. Termination Bar. 8. Vinyl Coated Metal: 24 gauge,hot-dipped galvanized,grade 90 metal with a minimum of 17 mil of PVC roofing membrane laminated to one side. 9. Two-Way Roof Vents: Supplied by roof system manufacturer. Install a minimum of 1 vent for each 1,000 ft2(93 m2)of roof area. D. Coated Glass Slip Sheet: 1. Fire rated slip sheet. a. 2 plies. E. Walkways: 1. Provide non-skid, maintenance-free walkway pads in areas of heavy foot traffic and around mechanical equipment. a. Walkway Pad. 2.3 ROOF INSULATION A. General: 1. Provide preformed roof insulation boards that comply with requirements and referenced standards,as selected from manufacturer's standard sizes. 2. Provide preformed saddles,crickets,and other insulation shapes where indicated for sloping 075419-7 3-Part Specification Division 07 5419-Polyvinyl-Chloride Roofing to drain.Fabricate to slopes indicated. B. Polyisocyanurate Board Insulation: Complying with ASTM C 1289,Type II, felt or glass-fiber mat facer on both major surfaces. Material as supplied by roof system manufacturer. 1. Polyisocyanurate(tapered). 2.4 ROOF INSULATION ACCESSORIES A. General: Provide roof insulation accessories approved by the roof membrane manufacturer and as recommended by insulation manufacturer for the intended use. B. Fasteners:Provide factory-coated steel fasteners and metal or plastic plates meeting corrosion- resistance provisions in FMG 4470, designed for fastening insulation and/or insulation cover boards in conformance to specified design requirements. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that the surfaces and site conditions are ready to receive work. B. Verify that the deck is supported and secured. C. Verify that the deck is clean and smooth, free of depressions,waves,or projections, and properly sloped to drains,valleys, eaves, scuppers or gutters. D. Verify that the deck surfaces are dry and free of standing water, ice or snow. E. Verify that all roof openings or penetrations through the roof are solidly set. F. If substrate preparation is the responsibility of another contractor,notify Architect of unsatisfactory preparation before proceeding. 3.2 PREPARATION A. Clean surfaces thoroughly prior to installation. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. C. Surfaces shall be clean, smooth, free of fins,sharp edges,loose and foreign material,oil,grease, and bitumen. 3.3 INSTALLATION A. Install insulation in accordance with the roof manufacturer's requirements. B. Separation Slip Sheet: Fire rated slip sheet. 1. Install in accordance with the roof manufacturer's requirements. C. Insulation: Polyisocyanurate(tapered). 1. Install insulation in accordance with the roof manufacturer's requirements. 2. Insulation shall be adequately supported to sustain normal foot traffic without damage. 3. Where field trimmed,insulation shall be fitted tightly around roof protrusions with no gaps greater than '/ inch. 4. Tapered insulation boards shall be installed in accordance with the insulation manufacture's 075419-8 3-Part Specification Division 07 54 19-Polyvinyl-Chloride Roofing shop drawings. 5. No more insulation shall be applied than can be covered with the roof membrane by the end of the day or the onset of inclement weather. 6. If more than one layer of insulation is used,all joints between subsequent layers shall be offset by at least 6 inches. 7. Mechanical Attachment:Use only fasteners, stress plates and fastening patterns accepted for use by the roof manufacturer.Fastening patterns must meet applicable design requirements. a. Install fasteners in accordance with the roof manufacturer's requirements.Fasteners that are improperly installed must be replaced or corrected. 8. Mechanically attach Polyisocyanurate(tapered) insulation boards in parallel courses with end joints staggered 50%and adjacent boards butted together with no gaps greater than '/4 inch. D. Roof Membrane: 60 mil, PVC thermoplastic membrane. 1. Use only fasteners, stress plates and fastening patterns accepted for use by the roof manufacturer. Fastening patterns must meet the applicable design requirements. 2. Install fasteners in accordance with the roof manufacturer's requirements. Fasteners that are improperly installed shall be replaced or corrected. 3. Mechanically fasten membrane to the structural deck utilizing fasteners and fastening patterns that in accordance with the roof manufacturer's requirements. 4. Cut membrane to fit neatly around all penetrations and roof projections. 5. Unroll roofing membrane and positioned with a minimum 6 inch overlap. E. Seaming: 1. Weld overlapping sheets together using hot air.Minimum weld width is 1-1/2 inches. 2. Check field welded seams for continuity and integrity and repair all imperfections by the end of each work day. F. Membrane Termination/Securement:All membrane terminations shall be completed in accordance with the membrane manufacturer's requirements. 1. Provide securement at all membrane terminations at the perimeter of each roof level,roof section,curb flashing, skylight, expansion joint, interior wall,penthouse,and other similar condition. 2. Provide securement at any angle change where the slope or combined slopes exceeds two inches in one horizontal foot. G. Flashings: Complete all flashings and terminations as indicated on the drawings and in accordance with the membrane manufacturer's requirements. 1. Provide securement at all membrane terminations at the perimeter of each roof level,roof section, curb flashing, skylight, expansion joint,interior wall,penthouse,and other similar condition. a. Do not apply flashing over existing thru-wall flashings or weep holes. b. Secure flashing on a vertical surface before the seam between the flashing and the main roof sheet is completed. c. Extend flashing membrane a minimum of 6 inches(152 mm)onto the main roof sheet beyond the mechanical securement. 075419-9 3-Part Specification Division 07 54 19-Polyvinyl-Chloride Roofing d. Use care to ensure that the flashing does not bridge locations where there is a change in direction(e.g.where the parapet meets the roof deck). 2. Penetrations: a. Flash all pipes, supports,soil stacks,cold vents,and other penetrations passing through the roofing membrane as indicated on the Drawings and in accordance with the membrane manufacturer's requirements. b. Utilize custom prefabricated flashings supplied by the membrane manufacturer. c. Existing Flashings: Remove when necessary to allow new flashing to terminate directly to the penetration. 3. Pipe Clusters and Unusual Shapes: a. Clusters of pipes or other penetrations which cannot be sealed with prefabricated membrane flashings shall be sealed by surrounding them with a prefabricated vinyl- coated metal pitch pan and sealant supplied by the membrane manufacturer. b. Vinyl-coated metal pitch pans shall be installed,flashed and filled with sealant in accordance with the membrane manufacturer's requirements. c. Pitch pans shall not be used where prefabricated or field fabricated flashings are possible. H. Roof Drains: 1. Coordinate installation of roof drains and vents specified in Section 15146-Plumbing Specialties. 2. Remove existing flashing and asphalt at existing drains in preparation for sealant and membrane. 3. Provide a smooth clean surface on the mating surface between the clamping ring and the drain base. I. Edge Details: 1. Provide edge details as indicated on the Drawings. Install in accordance with the membrane manufacturer's requirements. 2. Join individual sections in accordance with the membrane manufacturer's requirements. 3. Coordinate installation of metal flashing and counter flashing specified in Section 07620. 4. Manufactured Roof Specialties: Coordinate installation of copings, counter flashing systems, gutters,downspouts, and roof expansion assemblies specified in Section 07710. J. Walkways: 1. Install walkways in accordance with the membrane manufacturer's requirements. 2. Provide walkways where indicated on the Drawings. 3. Install walkway pads at roof hatches, access doors,rooftop ladders and all other traffic concentration points regardless of traffic frequency. Provided in areas receiving regular traffic to service rooftop units or where a passageway over the surface is required. 4. Do not install walkways over flashings or field seams until manufacturer's warranty inspection has been completed. K. Water cut-offs: 1. Provide water cut-offs on a daily basis at the completion of work and at the onset of inclement weather. 075419-10 OURO►LAST Legill PRODUCT DATA SHEET � r ATLAS® FR-10/FR-50 FIRE BARRIER SLIP SHEETS DESCRIPTION: Fire retardant coated mat(roof system component). Features Benefits Proprietary coating Flame-retardant mat ; A y i A AT 'I , a , Tough and flexible Handles wind and foot traffic . .11 Product composition Does not contribute to corrosion or mildew Lines marked on roll Easy alignment for overlapping z •Convenient roll size Easy to handle on the roof Fly'av'. a..i!:B> _ 4 INTENDED USE: 4 AL VA ; Thermal and fire barrier sheet listed by Underwriters1,4/4t. ' r "�' Laboratories for use under Duro-Last roofing 1 I systems. FR-10/50 must be kept dry to retain its •. properties. MATERIAL SAFETY DATA SHEET: Product Name: Coated Glass Mat INSTALLATION: 1. FR-10/50 is part of a UL fire listed assembly when installed to meet Duro-Last roofing specifications. 2. The slip sheet should be rolled out and overlap the preceding sheets a minimum of 2 inches(51 GENERAL INFORMATION mm). 3. On sloped applications or in windy conditions, FR-10 FR-50 use adequate fasteners and distribution plates to Packaged Roll Roll hold in place until the roofing membrane is installed. Length 250 ft.(76.2 m) 105 ft.(32 m) Width 4 ft.(1.2 m) 4 ft.(1.2 m) Coverage 958 ft2(89 m2) 402 ft2(37 m2) with 2-inch(51 mm)overlap Roll weight 80 lb.(36.3 kg) 79 lb.(35.8 kg) Weight per area 0.08 lb./ft2 0.19 Ib./ft2 (0.39 kg/m) (0.93 kg/m2) www.duro-last.com 1 of 1 800-248-0280 Duro-Last and'World's Best Roof are registered trademarks owned by Duro-Last,Inc. Created:01/01/2009 Revised:01/12/2016 to,„,4.,,,,:ti DLJROI_AGT L4 PRODUCT DATA SHEET DURO-LAST® CLEAT PLATETM DESCRIPTION: The Duro-Last®Cleat Plate" is a 0.035-inch (0.9- mm)thick, 2-3/8-inch (60.3-mm)diameter galvalume plate. The Galvalume finish has proven _ weatherability and resiliency. Cleat Plates are -: packaged and sold in quantities of 1,000. e./ Cleat Plates are stamped to include a recessed 0.265-inch (6.7-mm) diameter hole in the center and r l 1 1 a series of ribs for added strength. The configuration ' J� ,1;-----7,, , i ti 1� of the ribs and the hole is used to prevent the screw I I head from coming in contact with the Duro-Last " �-� 1I i I roofing membrane. 1 �_ 19 1 !, r 1 In addition to the stamped ribs, there are "cleats" stamped into the plate to hold the Duro-Last roofing \C '''',___,)------ ..._</____y membrane in place without tearing or puncturing the membrane in high-stress load applications. Also, because the cleats are not sharp, they are easier to J handle. `"--` � _ The Cleat Plate is a long-lasting and durable plate -_ - that is available from Duro-Last, Inc. INSTALLATION: . —f-\ f —/ The Cleat Plate is installed with the "cleats"toward the membrane. When used with prefabricated mechanically fastened systems, the Cleat Plate can be used for securing Duro-Last membranes to the deck along the prefabricated fastening tabs and the edges of the sheet parallel to the tab direction. The Cleat Plate must be installed with the edge flush to the edge of the fastening tab. When used with the Duro-Roof® Roofing System, the Cleat Plate must be installed along the center of the 6-inch (152-mm)fastening tab. When used with adhered systems, the Cleat Plate must not be used for attachment of insulation or cover boards. www.duro-last.com 1 of 1 800-248-0280 Duro-Last,Duro-Roof and'World's Best Roof"are registered trademarks owned by Duro-Last,Inc. Created:10/01/2005 Revised:01/01/2009,01/06/2016,05/24/2016 le; DURA►LAST ,�.Ai PRODUCT DATA SHEET DURO-LAST® INSIDE AND OUTSIDE CORNERS DESCRIPTION: Duro-Last®Inside and Outside Corners are to be used in corner areas encountered on a roofing project. The corners are made with Duro-Last specially formulated roofing membrane.The 40 combination of reinforced membrane and prefabrication ensures a long lasting, watertight flashing. Inside and outside corners are available in white, tan, gray and dark gray colors as well as in the Designer Series membranes(slate gray Shingle-Ply, sandstone Shingle-Ply and Rock Ply). They can be OUTSIDE CORNER ordered in 6 x 6 in. (152 x 152 mm)or 6 x 18 in. (152 x 457 mm)sizes. INSTALLATION: 1. Prefabricated inside and outside corners shall be heat welded (hot-air)to the field membrane and/or parapet flashings. 2. The use of outside corners is required but the use of inside corners is optional depending on the configuration of the flashing membrane. 3. Refer to detail 1180 for additional information. NOTE: • Inside and outside corners are manufactured from INSIDE CORNER Duro-Last membrane and shall be furnished by Duro-Last Roofing, Inc. •Outside corners must be manufactured by Duro- Last. • Inside corners may be fabricated in the field or purchased from Duro-Last Roofing, Inc. •Butterfly corners are also available for use as shown in the drawing on the right. �1� \�.,Parapet wall 6X6 butterfly corner 6X6 de ••__� (special order only) corner I ( - 6X6 outside �`=_ /corner (typ.) LOCATIONS TO USE CORNERS www.duro-last.com 1 of 1 800-248-0280 Duro-Last and'World's Best Roof are registered trademarks owned by Duro-Last,Inc. Created:12/21/2015 Revised:12/31/2015 ri-64-; DURA .LAST PRODUCT DATA SHEET £84 "i'.irt rc INOkLL 's 8 t S I 1100 . DURO-LAST® CURB FLASHINGS DESCRIPTION: Duro.Last® Curb Flashings are designed to be used on rectangular penetrations encountered on a roofing project. The curb flashings are made with Duro-Last specially formulated roofing membrane. The combination of reinforced membrane and prefabrication ensures a long lasting, watertight flashing. They are available in white, tan, ,,,444 ides gray and dark gray colors as well as in the Designer Series membranes (slate gray Shingle-Ply, sandstone Shingle-Ply and Rock Ply). 1116 Curb flashings are easily heat welded (hot-air) to the Duro-Last CLOSED membrane over which the flashings are installed. Hot-air seaming eliminates the need for chemicals, torches and other unsafe, non- manageable seaming systems. Duro-Last Curb Flashings are prefabricated using Duro-Last's outside corners to eliminate field welds in the critical corner areas. Curb flashings are ordered to the dimensions of individual penetrations. The table below show the minimum sizes available. INSTALLATION: 1. The roof membrane installed around the penetration must be 14101 .-b. fastened prior to installing the curb flashing. Use the same fastener spacing that was used to install the roof membrane but do not exceed 18 in. (457 mm) on center. At least one fastener OPEN must be installed on each side of the penetration. On reroofing applications, remove the existing flashings to ensure a watertight fit. 2. It is not necessary to place fasteners at the corners. 3. The flashing must extend a minimum of 8 in. (203 mm) in vertical height (note: a curb flashing with top does not have a minimum height requirement.) 4. The curb flashing may be terminated with termination bar or4I111411111110 1111111111.11 extended onto the inside of the curb. (See details 4010&4020). (Note: A curb flashing with top does not require termination.) NOTE: W/TOP •An "open" curb flashing requires a heat weld (hot-air)to close the flashing. The extra material necessary for this weld is included as part of the flashing. •A curb flashing for a canted curb should be ordered using the MINIMUM CURB SIZES AVAILABLE dimensions above the cant. A curb flashing with a 12 in. (305 mm) Width(A) Length(B) Height(C) Skirt wide skirt will provide additional membrane to cover the cant. 2 in. 2 in. 8 in. 6 in. Open (51 mm) (51 •A curb flashing with a top can be no greater than 60 in. (1525 mm) mm) (203 mm) (152 mm) in width and can only be ordered closed. Closed 2 in. 2.5 in. 8 in. 6 in. •Add 1/4 in. (6.3 mm)to width and length dimensions for a better (51 mm) (63.6 mm) (203 mm) (152 mm) fitting curb flashing. w/Top 3.5 in. 3.5 in. 3 in. 6 in. • Call Duro-Last for assistance in ordering curb flashings that need to (89 mm) (89 mm) (76 mm) (152 mm) be designed for special situations. www.duro-last.com 1 of 1 800-248-0280 Duro-Last and"World's Best Roof are registered trademarks owned by Duro-Last,Inc. Created:01/01/2009 Revised:12/31/2015 Atfi DURO LAST; rId 1 PRODUCT DATA SHEET DURO-GUARD® ISO II FLAT AND TAPERED PANELS Description: —_ Duro-Guard®ISO II is a closed-cell polyisocyanurate foam core insulation board with an integrally laminated, fiber-reinforced facer which is compatible s, with Duro-Last®roof membranes. • Available in both flat and tapered panels in order to meet thermal insulation needs as well as provide slope for proper roof drainage. • Manufactured with a blowing agent that has Figure 1.Duro-Guard ISO II Flat On Steel Deck zero ozone depletion potential (ODP) and virtually no global warming potential (GWP). Flat Panels: • Approved for direct application to steel and • Available sizes: other deck types. Available in two grades of compressive o 4 ft. x 4 ft. • strength per ASTM C 1289: 0 4 ft. x 8 ft. o Type II, Class 1, Grade 2 (20 psi). o Thicknesses: 1 to 4 inches. o Type II, Class 1, Grade 3 (25 psi). • Refer to Table 2 for R-value and flute spanability. • Refer to Table 3 for physical properties. Tapered Panels: Recommended Uses: • Available sizes: • Mechanically attached Duro-Last roof systems. 0 4 ft. x 4 ft. • Adhered/Fully Bonded Duro-Last roof systems. o Thicknesses: 1/2 to 4-1/2 inches. • Duro-Bond®roof systems. • Precut miters and crickets are also available. • Metal retrofit roof systems. • Taper designs and shop drawings available. Underwriters Laboratories, Inc. Classifications: • UL 1256. • Insulated Metal Deck Constructions: t ' a o No. 120, 123, 292. 45' 12Al A • UL 790. 3.5.. , v UL 263 Hourly Rated P Series Roof z.5 • % Assemblies. x • UL Classified for use in Canada. Factory Mutual Approvals: Figure 2.Duro-Guard ISO II Taper • FM 4450, FM 4470. TABLE 1. TYPICAL TAPER PANEL DIMENSIONS • Approved for Class 1 insulated steel, wood, ID SLOPE* SIZE MIN MAX concrete and gypsum roof deck construction. QQ /z Q Yz"per ft. 4% 4 ft.x 4 ft. -1/ 2-%"per ft. 4% 4 ft.x 4 ft. 2-''/z" 4-W • Refer to FM Approval's RoofNav for details on X 1/4"per ft. 2% 4 ft.x 4 ft. W 1-%" FM Approved systems (www.roofnay.com). Y '/ per ft. 2% 4 ft.x 4 ft. 1-W 2-'/2' Z '/4"per ft. 2% 4 ft.x 4 ft. 2-%" 3-W G /4"per ft. 2% 4 ft.x 4 ft. 1" 2" H '/4"per ft. 2% 4 ft.x 4 ft. 2" 3" AA 1/4"per 1% 4ft.x4ft. '/" 1" A Wperft. 1% 4ft.x4ft. 1" 1-'/2" B Ye"per ft. 1% 4 ft.x 4 ft. 1-%" 2" C /"per ft. 1% 4 ft.x 4 ft. 2" 2-1/A" •Contact Duro-Last for additional slope options. www.duro-last.com 1 of 2 800-248-0280 Duro-Last,°World's Best Root and Duro-Guard are registered trademarks owned by Duro-Last,Inc. Created:01/17/2012 Revised:03/19/2013,10/31/2013,07/27/2016.01/29/2018 DURO-GUARD' !SO II Installation: • Panels must be kept dry before, during and TABLE 2. THERMAL VALUES after installation. Install only as much insulation THICKNESS* LTTR FLUTE SPANABILITY as can be covered the same day with inches mm R-VALUE inches mm completed roofing. 1.00 25 5.70 2.625 67 1.50 38 8.60 4.375 111 • The use of multiple layers of insulation with 1.60 41 9.10 4.375 111 joints staggered a minimum of 6 inches 1.70 43 9.70 4.375 111 between layers is recommended to eliminate 2.00 51 11.40 4.375 111 thermal brid In 2.50 64 14.40 4.375 111 ging. 2.60 66 15.00 4.375 111 • Abut panel edges together and stagger joints of 2.70 69 15.60 4.375 111 adjacent panels. 3.00 76 17.40 4.375 111 3.30 84 19.20 4.375 111 • Boards must be neatly fitted to roof deck and 3.50 89 20.50 4.375 111 around penetrations with no gaps greater than 3.60 91 21.10 4.375 111 /a inch. 4.00 102 23.60 4.375 111 *Contact Duro-Last for additional thickness options. • Refer to the appropriate Duro-Last roof system specification and detail drawings for deck TABLE 3. TYPICAL PHYSICAL PROPERTIES preparation and attachment requirements. 20 psi • Compressive ASTM D 1621 Grade 2 (138 kPa) Precautions must be taken to ensure that new Strength ASTM C 1289 concrete decks have fully hydrated and do not Grade 3 25 psi (172 kPa) continue to release moisture. Dimensional 2%linear change Stability ASTM D 2126 (7 days) Panel Attachment: Moisture Vapor <1 perm • Panels may be attached to the roof deck using Transmission ASTM E 96 (85.0 ng/Pa•s m2) mechanical fasteners, insulation adhesive or Water hot bitumen. It is acceptable to use these Absorption ASTM C 209 <1%volume products in combination. Service -40°to 200°F Temperature (-40°to 93°C) Mechanical Attachment • To ensure embedment, the board shall also be • When installing multiple layers (which may "stepped in" at several points while the bitumen include insulation, cover boards and thermal is still hot enough to allow positive attachment. barriers) it is acceptable to mechanically secure • through all layers. Maximum panel dimensions are 4 ft. x 4 ft. • • Use fasteners and plates supplied by or Any roof membrane contaminated with bitumen must be replaced. approved by Duro-Last, Inc. p Adhesive Attachment Storage: • Insulation adhesive must be supplied by Duro • Insulation must be protected from open flame Last, Inc. Refer to the adhesive's product data and kept dry at all times. sheet for application guidelines. Acceptable • Factory applied packaging is intended only for products: protection during transit. Slit or remove the o Duro Grip® Insta-Stik '. packaging to prevent accumulation of o Duro-Grip Olybond®. condensation. o Duro Grip Millenium Weather-Tite®. • Store elevated (at least 3 inches) and o Duro-Grip CR-20. completely covered with a weatherproof Subsequent layers of insulation and approved covering such as a tarpaulin. • cover boards may be attached with insulation • Do not use panels which are wet or damaged. adhesive. • Refer to PIMA Technical Bulletin No. 109: • Maximum panel dimensions are 4 ft. x 4 ft. Storage and Handling Recommendations for Polyiso Roof Insulation for additional guidelines Hot Bitumen Attachment (www.pima.org). • When using hot bitumen on concrete decks, Limitations: priming is necessary. • Duro-Last, Inc. will not be responsible or liable • Temperature of the bitumen shall be for any defects or problems related to building approximately 50° F below the inter-ply hand or roof design by others, to deficiencies in mopping EVT. construction, to dangerous conditions on the • The deck shall be dry and care must be taken job site, or to improper storage, handling or to apply the bitumen in sufficient quantity to installation by others. totally cover the available deck surface. www.duro-last.com 800-248-0280 Duro-Last,'World's Best Roof and Duro-Guard are registered trademarks owned by Duro-Last,Inc. Created:01/17/2012 Revised:03/19/2013,10/31/2013,07/27/2016,01/29/2018 i021; - DUR 'PLAST® ffew•P- • PRODUCT DATA SHEET DURO-LAST® 60-MIL MEMBRANE Advantages: Duro-Last°60-Mil (DL60) membrane is an excellent choice for projects requiring a long lasting, energy efficient roofing membrane. The membrane is available in prefabricated sections or as roll goods. A complete line of custom prefabricated accessories is available for the DL60 membrane. Description: • DL60 membrane is composed of PVC film laminated to both sides of a reinforcement fabric (weft-inserted scrim). Duro-Last membranes must not be used with Duro-Last EV membranes. PVC Film- Proprietary thermoplastic PVC formulation of resins, plasticizers, stabilizers, biocides, flame retardants, and U.V. absorbents. PVC film above weft-inserted scrim—28 mil Cool Roof Rating Council (CRRC)1 • Solar Thermal Solar Reflective Weft-Inserted Scrim-An 18 x 14 polyester fabric Reflectance Emittance Index(SRI) construction with weft insertion, composed of 840 x Initial 3-yr Initial 3-yr Initial 3-yr 1000 denier threads, provides superior tear and White 0.88 0.68 0.87 0.84 111 82 puncture resistance. The polyester thread is treated Tan 0.39 0.33 0.89 0.89 43 35 to prevent wicking. Gray 0.47 0.40 0.89 0.89 54 45 Dark Gray 0.26 0.25 0.88 0.89 26 25 Total Thickness—60 mil, nominal. Duro-Last's CRRC Product ID:0610. Weight—0.36 lb. per square foot. LEED& LEED-EB Credits-White DL60 membrane Colors—White, tan, gray and dark gray. alone can obtain 1 credit in either U.S. Green Building Council's LEED or LEED-EB programs. In R-Value—0.1 ft2 °F•hr/Btu. combination with other design criteria the membrane Available Configurations: may help attain other credits. Prefabricated Sections— DL60 is available in prefabricated sections up to 1,500 sq. ft. and is LEED Credit Category Duro-Last Attribute Sustainable Sites Credit 7.2 Solar Reflective Index(SRI) rolled on a carpet tube (maximum 65 ft. wide x 23 ft. Heat Island Effect:Roof SRI=111 long). LEED-EB Credit Category Duro-Last Attribute Roll Good— Typical Dimensions Sustainable Sites Credit 6.2 ENERGY STAR Qualified Length Approx. Approx. Heat Island Effect:Roof Thermal Emittance=0.87 Width (max.) Roll Area Weight Coverage' 64 inches 100 ft. 533 sq.ft. 192 lb. 483 sq.ft. Warranty: 48 inches 100 ft. 400 sq.ft. 144 lb. 350 sq.ft. The following warranties are available for projects 32 inches 100 ft. 267 sq.ft. 96 lb. 217 sq.ft. utilizing DL60 membrane. Contact Duro-Last for 16 inches 100 ft. 133 sq.ft. 48 lb. 83 sq.ft. warranty details. Assuming 6-inch overlap Available Warranties Energy Efficiency: Supreme 15-YR NDL 15+5 Material Only2 15+52 White DL60 membrane is an excellent product for complying with California Title 24, LEED®and other Ultra 15-YR Hail' 15-YR Hail& 15-YR High 20-YR High energy efficiency programs requiring the use of a High Wind, Wind wind' highly reflective roof membrane. It is an ENERGY Basic 15-YR NDL1 20-YR NDL1 STAR®qualified product. Residential 15-YR Material Only' 20-YR Material Only' Excludes consequential damage coverage. 2 Excludes consequential damage coverage for last 5 years. www.duro-last.com 800-248-0280 Duro-Last,"World's Best Roof',and Duro-Bond are registered trademarks owned by Duro-Last,Inc. LEED is a registered trademark owned by the U.S.Green Building Council.ENERGY STAR is a registered trademark owned by the U.S.Environmental Protection Agency. Created:09/01/2012 Revised:11/13/2013,05/28/2014,06/05/2014,01/23/2015,05/18/2015,01/22/2016,02/15/2016,08/15/2017 DURO-LAST®60-MIL MEMBRANE Codes and Standards: Underwriters Laboratories (US & Canada), FM Approvals, ICC-ES (ESR-1660), Canadian Construction Materials Centre (CCMC 13299-L), State of Florida, Miami-Dade County, Texas Department of Insurance. Storage: Store rolls lengthwise on pallets. Use tarps to keep rolls dry. Membrane Attachment: Mechanically Fastened— DL60 membrane may be mechanically attached to a variety of roof deck and wall materials. An appropriate slip sheet or cover board may be required. Refer to the Duro-Last Mechanically Fastened Systems Specification for prefabricated system requirements. If using roll goods, refer to the Roll Good Mechanically Fastened Systems Specification. Duro-Boncj®System—The Duro-Bond system (induction weld) may be used to attach DL60 membrane. Refer to the Duro-Last Duro-Bond System Specification for system requirements. Adhered— DL60 membrane may be adhered to a variety of properly prepared roof decks, walls, cover boards and insulations. Refer to the Duro-Last Adhered Systems Specification for system requirements. Physical Properties: DL60 membrane has been subjected to the tests required by ASTM 4434"Standard Specification for Poly(Vinyl Chloride) Sheet Roofing"and has been classified as a Type III, internally reinforced sheet. The results of each test are listed below. ASTM's Overall Thickness requirements for the membrane are plus or minus 10% (nominal) of the listed Typical Value. Physical Property Test Method ASTM D4434 Requirement Result Typical Value Overall Thickness ASTM 0751 ?0.054 and<_0.066 in. (>_54 and 5 66 mil) PASS 0.060 in. (60 mil),nominal Thickness Over Scrim ASTM D7635 >_0.016 in. PASS 0.028 in. (28 mil) Breaking Strength' ASTM D751 Grab Method >_200 lbf./in. PASS 438 x 390 lbf./in. Elongation' ASTM D751 Grab Method z 15% PASS 31%x 31% Seam Strength ASTM D751 Grab Method >328 lbf. PASS 431 Ibf. (75%of Breaking Strength.) Tear Strength' ASTM D751 Procedure B >_45 lbf. PASS 132 x 163 lbf. Low Temp.Bend ASTM D2136 Must pass at-40°F. PASS PASS Heat Aging ASTM 03045 Conditioned for 56 days in oven maintained at 176°F. PASS PASS 5,000 hours total test time. Accelerated Aging ASTM G154 Irradiance level of 0.68 W/m2-nm. (Formerly G53) Cycle:8 hours at 145°F, PASS PASS 4 hours condensation at 122°F Conditioned for 6 hours in oven Dimensional Stability' ASTM 01204 maintained at 176°F. PASS -0.45%x-0.20% Allowable change:5 0.5% Immersed in water at 158°F Water Absorption ASTM D570 for 168 hours. PASS 2.6% Allowable weight change:5 3% Static Puncture ASTM D5602 >_33 lbf. PASS 56 lbf. Dynamic Puncture ASTM D5635 >_14.7 ft-lbf. (20 J) PASS >_14.7 ft-lbf.(20 J) 'Typical values are shown for both machine and cross machine directions.The machine direction results are listed first. Additional Tests Fungi Resistance ASTM G21 No sustained growth or discoloration Moisture Vapor Transmission ASTM E96,Proc.B,Method A <0.35 U.S.perms suiLN b �� •,.r;as 1. /� —O MU1MI®NTY n US j�z �1 R ♦ I�,`,R�'r :tl , S T ic,n,�„ APPROVED 1 4 'v a DIY ^•,�-�•�• h' I',M-Ih411 fMB�• CHARTER R�012e MEMBER www.duro-last.com 800-248-0280 Duro-Last,"world's Best Root,and Duro-Bond are registered trademarks owned by Duro-Last,Inc. LEED is a registered trademark owned by the U.S.Green Building Council.ENERGY STAR Is a registered trademark owned by the U.S.Environmental Protection Agency. Created:09/01/2012 Revised:11/13/2013,05/28/2014,06/05/2014,01/23/2015,05/18/2015,01/22/2016,02/15/2016,08/15/2017 D(JRO LAST PRODUCT DATA SHEET DURO-CAULK® PLUS DESCRIPTION: 3. Apply the sealant using consistent, positive pressure to force sealant into the joint, creating a Duro-Caulk®Plus is a one-component, non-sag, elastomeric, neutral-cure silicone sealant. It is bead approximately 3/8 inch (9.53 mm) in available in white, gray, tan and bronze colors. Duro- diameter. Caulk Plus is formulated for use with all Duro-Last® 4. Tool the sealant to create a roofing system details that require sealant. concave joint shape to shed Duro-Caulk Plus is unaffected by most atmospheric water and ensure maximum conditions and will typically cure within 48 hours. It is adhesion and coverage. Dry formulated to bond to substrates such as PVC, tooling is recommended. glass, aluminum, steel, plastic, ceramics, concretes, DO NOT use soapy water and wood. Its high-tack properties ensure a weather- or other liquids when tight seal around penetrations, terminations and tooling. drain inserts. 5. Sealant may be applied below freezing ORDERING: temperatures. UMWDuro-Caulk Plus is supplied in 10.1-ounce cartridges 6. Product will skin over within and can be ordered individually or in cases of 30. 20 minutes of application. )°�4""'Hr One cartridge will cover approximately 18 to 20 The time may vary linear feet. depending on humidity and 1URO-CAU temperature at the time ofUS • 10.1-ounce cartridge white (Item #1136) +x`CURE application. Air se/maw • 10.1-ounce cartridge tan (Item#1137) -4t USE • 10.1-ounce cartridge gray (Item#1134) STANDARDS: ON. • 10.1-ounce cartridge bronze (Item#1135) This product conforms with .t aw u#3 California Air Resources Board • „..�a..R STORAGE AND HANDLING 2003 requirements for Volatile Organic Compound content. "'tREs 1. Duro-Caulk Plus has a 12-month shelf life from ir� the date of manufacture printed on the cartridge. "«s PRECAUTIONS: 1. Read Safety Data Sheets (SDS) prior to using. 2. Wear proper personal protective equipment, such as gloves and eye protection, per the SDS. 3. Keep away from children. INSTALLATION: DURO-CAULK PLUS PROPERTIES 1. Limitations Sag resistance Non-sagging ASTM D2202 a. Apply to clean, dry surfaces free of Bond durability to glass, ±25% ASTM C793 aluminum and concrete contaminants (oils, greases, coatings, etc.) that can adversely affect adhesion. Movement capability ±25% ASTM C719 b. Do not apply to surfaces that bleed oils or Tensile strength 300 psi ASTM D412 solvents. Elongation at break 325 ASTM D412 c. Product is not paintable. Hardness,Shore A 35±5 ASTM C661 2. Apply using a standard caulking gun. Do not open the cartridge until you are ready to apply Accelerated weathering No change Quv the sealant. Weatherometer Tack-free time 10 minutes ASTM C679 www.duro-last.com 1 of 1 800-248-0280 Duro-Last,Duro-Caulk and'World's Best Roof”are registered trademarks owned by Duro-Last,Inc, Created:01/01/2009 Revised:07/16/2014,06/22/2018 (c.' DIJRvLAST� - EPRODUCT DATA SHEET DURO-MASTIC® DESCRIPTION: Duro-Mastic®is a high-performance elastic butyl tape for use with the Duro-Last®roofing system. Duro-Mastic is excellent in areas subjected to stress and vibrations as well as expansion and contraction. Duro-Mastic is especially effective in roofing _. applications as a sealant against moisture 4 penetrations around flashings. Duro-Mastic is excellent in areas requiring superior tensile strength and extensibility, in all climates, which is most important with today's high tech single-ply materials. Duro-Mastic is formulated for nuan. r adhesion to all types of building materials. Its j superior tack affords tenacious adhesion to —DURO`MAs �c aluminized steel, galvanized metal, masonry, and -— wood to ensure a weather tight seal. d Ity 35 toot butYIwP° Duro-Mastic is odorless, easy to use, and has high �.•- impact resistance. ORDERING: Duro-Mastic is available, with a paper backing, on 3/4-inch by 35-foot rolls, and packaged in cases of 10 rolls each. 2. Unroll and apply with constant, even pressure. STORAGE AND HANDLING Remove paper backing once ready to install 1. Protect product from freezing. membrane. 2. Store product between 40° F and 80° F for 3. A typical application is to use Duro-Mastic maximum shelf life. Shelf life is one year in between the membrane and wall before the unopened container when following these installation of Termination Bar(see Detail 6020). recommended storage procedures. 4. Refer to the most current Duro-Last specifications and details for more installation PRECAUTIONS: procedures. 1. Read Safety Data Sheets (SDS) prior to using. 2. Wear proper personal protective equipment, such as gloves and eye protection, per the SDS. DURO-MASTIC PROPERTIES 3. For industrial use only. Do not take internally. Service Temperature 60°F—212°F Keep out of reach of children. Specific Gravity 1.45 Solubility in Water Insoluble INSTALLATION: Solubility in Solvents Soluble in Most Solvents 1. Limitations Flexibility No Cracking at-60°F a. Apply to clean, dry surfaces free of Odor Odorless contaminants and frost that can adversely affect adhesion. Sag None b. Use in applications in which ultraviolet Heat Aging Cracking None Heat Resistance at 190°F No Blistering or Flow radiation exposure is not probable or possible. www.duro-Iast.com 1 of 1 800-248-0280 Duro-Last,Duro-Mastic and'World's Best Roor are registered marks owned by Duro-Last,Inc. Created:01/01/2009 Revised 06/04/2014 A ' . DURO LAST ,�.�� PRODUCT DATA SHEET 6 a E S T 1 DURO-LAST® HD SCREWS DESCRIPTION: Duro-Laste, Inc. requires the use of Duro-Coated All\Wi,tI� Screws for mechanical fastening of the Duro-Last ''m MEa'"'" Oh% roofing system. Duro-Last HD Screws are#14 lot diameter, are equipped with a P-3 truss head and !l are available with either a drill point or a spade point. %At" Duro-Last HD Screws can be used in most types of V� roofing applications. These Duro-Coated Screws / j must pass twice the FM 4470 standard for corrosion j% resistance, totaling 30 cycles in a Kestemich ill cabinet. Duro-Last, Inc. also requires that all Duro- --- Coated Screws pass 20° and 40° bend tests %j (hardness)and be able to penetrate a 20 gauge 11 deck in under three seconds with a 50 lb. (222 N) load. INSTALLATION: 1. Penetration into all approved deck types is 1 inch (25 mm) minimum, from the top surface of the deck. HD SCREW DIMENSIONS NOTE: Length Thread Length Quantity per Bucket • Duro-Last, Inc. stocks HD screws in the sizes 1.5 in.(38 mm) 1.5 in.(38 mm) 2,000 noted in the table to the right. Additional sizes are available on a drop ship basis. Please allow 2 in. (51 mm) 2 in.(51 mm) 2,000 adequate time for ordering and delivery of special 2.5 in.(64 mm) 2.5 in.(64 mm) 1,000 orders. 3 in.(76 mm) 3 in.(76 mm) 1,000 3.5 in.(89 mm) 3 in.(76 mm) 1,000 4 in.(102 mm) 3 in. (76 mm) 1,000 4.5 in.(115 mm) 3 in.(76 mm) 1,000 5 in.(127 mm) 4 in.(102 mm) 1,000 5.5 in.(140 mm) 4 in.(102 mm) 1,000 6 in. (152 mm) 4 in.(102 mm) 1,000 7 in.(178 mm) 4 in.(102 mm) 500 8 in. (203 mm) 4 in.(102 mm) 500 9 in.(229 mm) 4 in. (102 mm) 500 10 in.(254 mm) 4 in.(102 mm) 500 11 in.(279 mm) 4 in.(102 mm) 500 12 in. (305 mm) 4 in.(102 mm) 500 www.duro-last.com 1 of 1 800-248-0280 Duro-Last and"World's Best Roof'are registered trademarks owned by Duro-Last,Inc. Created:01/01/2009 Revised:04/06/2011,01/05/2016 At = DUROq_IA PRODUCT DATA SHEET DURO-LAST® PARAPET FLASHING DESCRIPTION: Example#1 Duro-Last®Parapet Flashing is made with Duro-Last specially formulated I roofing membrane. The combination of reinforced membrane and I 9 prefabrication ensures a long lasting, watertight flashing. The membrane 1 '� is available in white, tan, gray and dark gray colors as well as in the a° Designer Series membranes (slate gray Shingle-Ply, sandstone Shingle- _ Ply and Rock Ply). Heat welding (hot-air) is used to seam sections of parapet flashing A together and also to seam the parapet flashing to the Duro-Last membrane on the roof deck. Welds can be made with a hand-held unit I. I or automatic welder. B-- The flashing can be mechanically attached or adhered to walls. No matter the method of attachment, mechanical fasteners must be used to A= 6'(min.) 63"(max.) secure roof-to-wall transitions and changes in slope, such as steps in the B= 8'(min.) 28"(max.) wall profile. The example drawings on this page will help in understanding the Example#2 following installation guidelines as well as aid in the understanding the fastener tab spacing that is specified when ordering these prefabricatedC flashings. G MECHANICALi ATTACHMENT: —� B If the parapet flashing is to be extended up the wall a short distance and t terminated, such as shown in Example #1, the termination height must I be at least 8 in. above the roof deck. If the termination height exceeds 28 A in. at least one row of fasteners must be used to attach the flashing to the wall as shown in Example#2. ISI--B--1 C -�I When multiple rows of fasteners are required, such as shown in Example - ._ #3, the maximum spacing between rows, or between a row of fasteners A= 6" min. 63" max. and the top of the wall, is 28 in. B= 6" min. 25" max. Refer to the Duro-Last Mechanically Attached Systems specification for 0= 6" min. 28" max. substrate and fastener requirements. ADHERED ATTACHMENT: Example#3 Parapet flashing may be adhered to the wall with adhesive supplied by TI -D I Duro-Last. The minimum termination height is 8 in. above the roof deck. E 1 , If the termination height exceeds 60 in., at least one row of mechanical fasteners must be used. + On tall walls multiple rows of fasteners may be required. The maximum spacing between rows, or between a row of fasteners and the top of the —rB wall, is 60 in. ----'i -1._ Refer to the Duro-Last Adhered System specification for substrate and adhesive requirements. —A_ -A I -B T C --,----D A= 6" min.) 63"(max.) B= 6" min25"(max.) C= 6" min. 28"(max.) D= 6"(min.) 63"(max.) www.duro-Iast.com 1 of 1 800-248-0280 Duro-Last and"World's Best Roof'are registered trademarks owned by Duro-Last,Inc. Created:01/01/2009 Revised:12/31/2015 i 101% DURo LAST ray'', .S „..;:ES it Li ti)i^ s PRODUCT DATA SHEET DURO-LAST® STACK FLASHINGS DESCRIPTION: t Duro-Last®Stack Flashings are required for all round penetrations encountered on a roofing project. The stack flashings are made with Duro-Last specially formulated roofing membrane. The combination of reinforced membrane and 41111111110prefabrication ensures a long lasting, watertight flashing. Stack flashings are available in white, tan, gray and dark gray colors. They can also be ordered with41111141.... Designer Series membrane (slate gray Shingle-Ply, sandstone Shingle-Ply or Rock-Ply) bases and solid OPEN color risers. They are available in diameters of 1 in. (25 mm), 1.5 in. (38 mm)and in 1 in. increments between 2 and 15 in. (51-381 mm). Stack Flashings with diameters of 16 in. (406 mm) and larger are 6. See details 4070, 4080 and 4081 for information available in 2 in. (51 mm) increments. on installing stack flashings to specific types of The flashings are manufactured oversized to round penetrations. account for the thickness a schedule 40 pipe wall by the following amounts: NOTE: • 1.5-4 in. (38- 101 mm) diameter stack flashings • Stack flashings and bands shall be furnished by are 5/8 in. (15 mm)oversized. Duro Last, Inc. •All other sizes are 3/8 in. (9 mm) oversized. • Field fabrication of flashings for round penetrations is not allowed. INSTALLATION: • Stack flashings with diameters 16 in. (406 mm)and 1. The roof membrane installed around the larger are available "open"only. •An "open" stack flashing requires a heat weld (hot- penetration must be fastened prior to installing the stack flashing. Use the same fastener air)to close the flashing. The extra material spacing that was used to install the roof necessary for this weld is included as part of the membrane but do not exceed 18 in. (457 mm)on stack flashing. center. At least one fastener must be installed. On reroofing applications, remove the existing flashings to ensure a watertight fit. STACK FLASHING DIMENSIONS 2. Place the stack flashing around the penetration. Available Diameter Heat weld the vertical seam if the stack was Closed Open Height Base/Skirt ordered "open". 1 in. 8 in. 18 x 18 in. Base 3. Weld the stack flashing skirt to the roof (25 mm) Yes No (203 mm) (457 x 457 mm) membrane. Care should be taken to smooth out 1.5 in. 8 in. 18 x 18 in.Base the skirt so that it is wrinkle-free. (38 mm) Yes Yes (203 mm) (457 x 457 mm) 4. Apply a bead of Duro-Caulk Plus®to the 2—8 In. Yes Yes 8 I� 18 x 18 in.Base penetration 1/4 in. (6 mm) below the top of the (51-203 mm) (203 mm) (457 x 457 mm) stack flashing. 9—15 in. Yes Yes 8 in. 24 x 24 in.Base (228—381 mm) (203 mm) (609 x 609 mm) 5. Install a stainless steel band approximately 1/4 in. (6 mm)from the top of the stack flashing. 16 in.(40 8 in. 6 or 12 in Skirt Tighten the band to draw the flashing firmly into and Larger m) No Yes (203 mm) (152 or 305 mm) the sealant. Apply a bead of the Duro-Caulk Plus around the top of the flashing to assure a positive seal. www.duro-last.com 1 of 1 800-248-0280 Duro-Last and'World's Best Roof'are registered trademarks owned by Duro-Last,Inc. Created:12/21/2015 Revised:12/31/2015 DUROLUAAST PRODUCT DATA SHEET DURO-LAST® TERMINATION BAR DESCRIPTION: Duro-Last®Termination Bar(available in white, gray and tan colors) is fabricated from a rigid exterior vinyl with slotted holes 6 inches (152 mm)on center. Duro-Last Termination Bar may be used as perimeter detail for the Duro-Last roofing system and as termination on any square or rectangular penetration. Because of its symmetrical design, it is reversible. Duro-Last Termination Bar is available in 10 ft. (3 m) lengths only. Duro-Last, Inc. will supply the termination bar in multiples of 10 ft. (3 m)and has two standard packages. The small tube package contains a maximum of 170 ft. (52 m)while a large box contains a maximum of 500 ft. (152 m). MATERIAL SAFETY DATA SHEET: Product Identity: 10 foot Extrusions MSDS Number: 1225 INSTALLATION: 1. Duro-Last Termination Bar shall be fastened 6 inches (152 mm) on center with approved fasteners. 2. All termination bar must be fastened 1 inch (25 mm), maximum, from each corner or end of the bar. 3. The top edge of all sections of termination bar must be caulked. 4. It is necessary to leave a 1/4 inch (6.3 mm) space between all sections of termination bar to account for expansion and contraction. 5. All vertical applications require caulk on both sides. 6. Refer to details 3010 & 3020 for installation information. www.duro-last.com 1 of 1 800-248-0280 Duro-Last and"World's Best Roof'are registered trademarks owned by Duro-Last,Inc. Created:01/01/2009 Revised:01/06/2016 �--•••,•• DU 0 LAST PRODUCT DATA SHEET DURO-LAST® 3-INCH METAL PLATE DESCRIPTION: The Duro-Last®3-Inch Metal Plate is a 0.024-inch (0.6 mm)thick, 3 x 3 inch (76 x 76 mm) square galvalume plate. Galvalume has proven weatherability and resiliency. The Duro-Last 3-Inch Metal Plates are packaged and sold in quantities of 500. Duro-Last 3-Inch Metal Plates are stamped to include a recessed 1/4 inch (6.4 mm) diameter hole in the center and a series of ribs for added strength. The configuration of the ribs and the hole is used to prevent the screw head from coming in contact with the Duro-Last roofing membrane. The Duro-Last Metal Plate is a long-lasting and durable plate that is available only from Duro-Last, Inc. INSTALLATION: 1. When mechanically fastening Duro-Last membranes, the 3-Inch Metal Plates may be used for installation of insulation, fastening around all penetrations, fastening between the tabs on sheet edges which are perpendicular to the tabs and on the parapet sections. 2. When adhering Duro-Last membranes, the 3-Inch Metal Plates may be used for fastening around all penetrations, the base of parapet walls and the Peel Stop detail. When insulation or cover boards are mechanically fastened underneath adhered layers, the 3-Inch Metal Plates must be used. 3. Duro-Last Metal Plates are also used for installation of the Duro-Roof Roofing System. (See installation instructions for the Duro-Roof Roofing System). 4. When used in the Duro-Roof Roofing System install the plate so that it's edge is 1/4 inch (6 mm) from the tab edge. www.duro-last.com 1 of 1 800-248-0280 Duro-Last,Duro-Roof and'Wortd's Best Roof"are registered trademarks owned by Duro-Last,Inc. Created,01/01/2009 Revised:01/06/2016,05/18/2016 CREEKCertificate of Authorization No. 29824 1. 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6TH EDITION(2017) Manufacturer: Duro-Last Roofing, Inc. Issued October 12, 2018 525 Morley Drive Saginaw, MI 48601 989-737-3043 www.duro-last.com Manufacturing Plants: Saginaw, MI OFFICE COPY Jackson, MS Sigourney, IA Quality Assurance: UL LLC (QUA1743) SCOPE Category: Roofing Subcategory: Single Ply Roof System Code Sections: 1504.3.1, 1504.6, 1507.13.2, 1515.1.1, 1515.1.4, 1523.1.1, 1523.6.2 Properties: Wind Resistance, Physical Properties PRODUCT DESCRIPTION Products Specification Description Duro-Last Designer Series ASTM D 4434 Nominal 50-mil thick single-ply roof membrane composed of a Membrane thermoplastic polyvinyl chloride film laminated to both sides of a polyester fabric scrim. The membranes are available as Rock-Ply®and Shingle-Ply®prefabricated sections or roll goods. Duro-Last Membrane ASTM D 4434 Nominal 40-mil (DL40), 50-mil(DL50), or 60-mil (DL60)thick single-ply roof membrane composed of a thermoplastic polyvinyl chloride film laminated to both sides of a polyester fabric scrim. The membranes are available as prefabricated sections or roll goods. Duro-Fleece Membrane ASTM D 4434 Nominal 50-mil (DF50), 60-mil (DF60), or 80-mil (DF80) thick single-ply roof membrane composed of a thermoplastic polyvinyl chloride film laminated to both sides of a polyester fabric scrim and backed with fleece. Duro-Tuff membranes are available in the following colors:White for all thickness, and Blue, Copper, Charcoal, Green, Light Gray, Patina, and Light Tan for DF50 and DF60 only The membranes are available as roll goods. Duro-Fleece Plus Membrane ASTM D 4434 Nominal 50-mil (DFP50) or 60-mil (DFP60) thick single-ply roof membrane composed of a thermoplastic polyvinyl chloride film laminated to both sides of a polyester fabric scrim and backed with fleece. The membranes are available as roll goods. Duro-Tuff Membrane ASTM D 4434 Nominal 50-mil (DT50), 60-mil(DT60), or 80-mil (DT80)thick single-ply roof membrane composed of a thermoplastic polyvinyl chloride film laminated to both sides of a polyester fabric scrim. Duro-Tuff membranes are available in the following colors:White for all thickness,and Blue, Copper, Charcoal, Green, Light Gray, Patina, and Light Tan for DT50 and DT60 only. The membranes are available as roll goods. DLR12001.14 FL16039-R14 Page 1 of 5 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKDURO-LAST ROOFING,INC. PVC Single-Ply Roofing Membranes I TECHNICAL SERVICES, LLC REFERENCES Entity Report No. Standard Architectural Testing,Inc.(TST1558) 138983.01-106-18 TAS 117(A)(1995) Architectural Testing,Inc.(TST1558) C0713.01-19.18 TAS 114(J)(1995') Certified Testing Laboratories(TST1577) CTLA 107R TAS 114(J)(1995) Certified Testing Laboratories(TST1577) CTLA 107R-A TAS 114(J)(1995) PRI Construction Materials Technologies(TST5878) DLRI-013-02-01 FM 4474(D)(2011);TAS 114(J)(1995) PRI Construction Materials Technologies(TST5878) DLRI-014-02-01 FM 4474(D)(2011);TAS 114(J)(1995) PRI Construction Materials Technologies(TST5878) DLRI-018-02-01 FM 4474(D)(2011);TAS 114(J)(1995) PRI Construction Materials Technologies(TST5878) DLRI-021-02-01 Rev ASTM D 1761 (2006);TAS 117(A)&(B)(1995); 13 FM 4474(2011);TAS 114(D)&(H)(1995) PRI Construction Materials Technologies(TST5878) DLRI-041-01 FM 4474(D)(2011);TAS 114(J)(1995) PRI Construction Materials Technologies(TST5878) DLRI-029-02-01 FM 4474(D)(2011);TAS 114(J)(1995) PRI Construction Materials Technologies(TST5878) DLRI-030-02-01 FM 4474(B)(2011);TAS 114(D)(1995) PRI Construction Materials Technologies(TST5878) DLRI-041-02-01 FM 4474(D)(2011);TAS 114(J)(1995) PRI Construction Materials Technologies(TST5878) DLRI-045-02-01 FM 4474(B)(2011);TAS 114(D)(1995) PRI Construction Materials Technologies(TST5878) DLRI-045-02-02 FM 4474(B)(2011);TAS 114(D)(1995) PRI Construction Materials Technologies(TST5878) DLRI-046-02-01 FM 4474(D)(2011);TAS 114(J)(1995) PRI Construction Materials Technologies(TST5878) DLRI-047-02-01 FM 4474(D)(2011);TAS 114(J)(1995) PRI Construction Materials Technologies(TST5878) DLRI-053-02-01 ASTM D 4434(2012);ASTM G 155(2005a) PRI Construction Materials Technologies(TST5878) DLRI-055-02-01 ASTM D 4434(2012);ASTM G 155(2005a) PRI Construction Materials Technologies(TST5878) DLRI-058-02-01 FM 4474(B)(2011);TAS 114(D)(1995) PRI Construction Materials Technologies(TST5878) DLRI-063-02-01 FM 4474(B)(2011);TAS 114(D)(1995) PRI Construction Materials Technologies(TST5878) DLRI-068-02-01 FM 4474(D)(2011);TAS 114(J)(1995) PRI Construction Materials Technologies(TST5878) DLRI-073-02-01 FM 4474(D)(2011);TAS 114(J)(1995) PRI Construction Materials Technologies(TST5878) DLRI-073-02-02 FM 4474(B)(2011);TAS 114(J)(1995) PRI Construction Materials Technologies(TST5878) DLRI-077-02-01 FM 4474(D)(2011);TAS 114(J)(1995) PRI Construction Materials Technologies(TST5878) DLRI-077-02-02 FM 4474(D)(2011);TAS 114(J)(1995) PRI Construction Materials Technologies(TST5878) DLRI-079-02-01.1 FM 4474(D)(2011);TAS 114(J)(1995) PRI Construction Materials Technologies(1515878) DLRI-082-02-01 FM 4474(D)(2011);TAS 114(J)(1995) PRI Construction Materials Technologies(TST5878) DLRI-086-02-01 FM 4474(D)(2011);TAS 114(J)(1995); UL 1897(2012) PRI Construction Materials Technologies(TST5878) DLRI-086-02-02 FM 4474(D)(2011);TAS 114(J)(1995); UL 1897(2012) PRI Construction Materials Technologies(TST5878) DLRI-096-02-01 FM 4474(D)(2011);TAS 114(J)(1995); UL 1897(2012) PRI Construction Materials Technologies(TST5878) DLRI-096-02-02 FM 4474(D)(2011);TAS 114(J)(1995); UL 1897(2012) PRI Construction Materials Technologies(TST5878) DLRI-099-02-01 FM 4474(D)(2011);TAS 114(J)(1995); UL 1897(2012) PRI Construction Materials Technologies(TST5878) DLRI-100-02-01 FM 4474(D)(2011);TAS 114(J)(1995); UL 1897(2012) PRI Construction Materials Technologies(TST5878) DLRI-113-02-01 FM 4474(D)(2011);TAS 114(J)(1995); UL 1897(2012) PRI Construction Materials Technologies(TST5878) DLRI-114-02-01 FM 4474(D)(2011);TAS 114(J)(1995); UL 1897(2012) PRI Construction Materials Technologies(TST5878) DLRI-115-02-01 FM 4474(D)(2011);TAS 114(J)(1995); UL 1897(2012) PRI Construction Materials Technologies(TST5878) DLRI-119-02-01 TAS 114(D)(1995) PRI Construction Materials Technologies(TST5878) DLRI-119-02-02 TAS 114(D)(1995) PRI Construction Materials Technologies(TST5878) DLRI-120-02-01 FM 4474(D)(2011);TAS 114(J)(1995); UL 1897(2012) PRI Construction Materials Technologies(TST5878) DLRI-126-02-01 FM 4474(D)(2011);TAS 114(J)(1995); UL 1897(2012) PRI Construction Materials Technologies(TST5878) DLRI-126-02-02 TAS 114(D)(1995) PRI Construction Materials Technologies(TST5878) DLRI-126-02-03 TAS 114(D)(1995) PRI Construction Materials Technologies(TST5878) DLRI-128-02-01 TAS 117(B)(1995) PRI Construction Materials Technologies(TST5878) NGC-034-02-01 FM 4474(D)(2011);TAS 114(J)(1995); UL 1897(2012) PRI Construction Materials Technologies(TST5878) NGC-035-02-01 FM 4474(D)(2011);TAS 114(J)(1995); UL 1897(2012) PRI Construction Materials Technologies(TST5878) NGC-038-02-01 FM 4474(D)(2011);TAS 114(J)(1995); UL 1897(2012) PRI Construction Materials Technologies(TST5878) NGC-041-02-01 FM 4474(D)(2011);TAS 114(J)(1995); UL 1897(2012) DLR12001.14 FL16039-R14 Page 2 of 5 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. k.---,--- . C R E E KDURO-LAST ROOFING,INC. PVC Single Ply Roofing Membranes 111 TECHNICAL SERVICES, LLC Entity Report No. Standard Trinity ERD(TST6049) 02733.01.05-1 FM 4470(2012);TAS 114(J)(1995) Trinity ERD(TST6049) 02744.05.06 FM 4470(2012);TAS 114(J)(1995) Trinity ERD(TST6049) D6760.08.07 FM 4470(2012);TAS 114(J)(1995) Trinity ERD(TST6049) 02750.02.08 ASTM D 4434(2012) Trinity ERD(TST6049) 02762.03.05 TAS 114(D,H&J)(1995) Trinity ERD(TST6049) D35210.08.11-R3 ASTM D 4434(2012) Trinity ERD(TST6049) D40260.03.13-1 TAS 110(2000) Trinity ERD(TST6049) D40280.03.13 TAS 110(2000) Trinity ERD(TST6049) D42320.08.12 FM 4474(D)(2012);TAS 114(J)(2011) Trinity ERD(TST6049) D44450.05.13-2 ASTM D 4434(2012) FM Approvals(TST1867) J.I.2M4A8.AM FM 4470(2012) FM Approvals(TST1867) J.I.3Y5A6.AM FM 4470(2012) FM Approvals(TST1867) J.I. 1X2A7.AM FM 4470(2012) FM Approvals(TST1867) 4D6A4.AM FM 4470(2012) FM Approvals(TST1867) 3005604 FM 4470(2012) FM Approvals(TST1867) 3006989 FM 4470(2012) FM Approvals(TST1867) 3008342 FM 4470(2012) FM Approvals(TST1867) 3010289 FM 4470(2012) FM Approvals(TST1867) 3010987 FM 4470(2012) FM Approvals(TST1867) 3014929 FM 4470(2012) FM Approvals(TST1867) 3015816 FM 4470(2012) FM Approvals(TST1867) 3023458 FM 4450(1989) FM Approvals(TST1867) 3026128 FM 4470(2012) FM Approvals(TST1867) 3026508 FM 4450(2012) FM Approvals(TST1867) 3032172 FM 4470(2012) FM Approvals(TST1867) 3033314 FM 4470(2012) FM Approvals(TST1867) 3040346 FM 4470(2012) FM Approvals(TST1867) 3044466 FM 4470(2012) FM Approvals(TST1867) 3040741 FM 4470(2012) FM Approvals(TST1867) 3050118 FM 4470(2012) FM Approvals(TST1867) 3054028 FM 4470(2012) FM Approvals(TST1867) 3063970 FM 4470(2012) 'Standard test method has been found equivalent to FM 4474(2004)referenced by the 2017 FBC. DLR12001.14 FL16039-R14 Page 3 of 5 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREE KDURO-LAST ROOFING,INC. PVC Single-Ply Roofing Membranes i TECHNICAL SERVICES, LLC LIMITATIONS 1. Fire classification is not within the scope of this evaluation. 2. The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3. Foam plastic insulation shall be installed in accordance with the FBC Section 2603.4. 4. In the HVHZ,fastener spacing for insulation attachment is determined using a Minimum Characteristic Force (F') of 275 Ibf as demonstrated via testing to TAS 105. If the field tested fastener value is below 275 lbf, then insulation attachment shall not be acceptable. 5. In the HVHZ, fastener spacing for base sheets or membrane attachment shall meet the minimum fastener resistance value and the MDP for the specified roof system. It is permissible for a qualified professional to submit a revised fastener spacing utilizing the withdrawal resistance value obtained from TAS 105 testing and calculations performed in accordance with RAS 117 and/or RAS 137, when the fastener resistance is found less than required. 6. In the HVHZ, if mechanical attachment through the lightweight insulating concrete to the structural deck is proposed, a field fastener withdrawal test shall be conducted in compliance with TAS 105 to determine equivalent or increased attachment densities. Revised fastener densities shall be submitted utilizing the withdrawal resistance value obtained from TAS 105 testing and calculations performed in accordance with RAS 117 and/or RAS 137. 7. For assemblies containing mechanical attachment, the allowable uplift pressure for the selected roof system shall meet or exceed the minimum design loads as determined in accordance with the FBC Chapter 16. For perimeter and corner roof zones 2 and 3, the attachment density may be increased by a qualified design professional, as necessary, to meet the design pressure requirements in these areas. In the HVHZ, calculations shall be conducted in compliance with RAS 117 and/or RAS 137. 8. Reroofing applications shall be examined in accordance with FBC Section 1511 outside of the HVHZ and FBC Section 1521 within the HVHZ. For mechanically fastened roof systems, a field withdrawal resistance test(TAS 105 in the HVHZ; ANSI/SPRI FX-1 or TAS 105 in the non-HVHZ)shall be conducted by a qualified professional to ensure the fastener meets the minimum design load requirements of the roof system. For adhered roof systems, a field uplift resistance test (TAS 124 in the HVHZ; ASTM E 907, FM LPDS 1-52, ANSI/SPRI IA-1, or TAS 124 in the non-HVHZ)shall be conducted to confirm conformance of the existing to the minimum design loads. 9. For assemblies containing fully adhered or ribbon adhered attachment, or where extrapolation of the roof system is not permitted, the MDP for the selected roof system shall meet or exceed the minimum design loads as determined in accordance with the FBC Chapter 16 without augmentation. 10. Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 11. The minimum roof slope shall be 1/4:12 for new construction. 12. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. 13. Fasteners applied in rows may impart concentrated loads to structural components of the building. Designers should consider the fastener spacing of the roof system in relation to the spacing of structural supports when selecting a roof system. DLR12001.14 FL16039-R14 Page 4 of 5 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. GREEKDURO-LAST ROOFING,INC. PVC Single-Ply Roofing Membranes TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6`h Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. .•• 9,`,/ . 2018.10.12 �P�,. `. G�E N gF. •�, • N 15:55:58 No 74021 • - • ▪ • -04'00' 0'.. STATE OF :� �'•< O R ?:''��`� Zachary R. Priest, P.E. Se���N A'�� ` Organization No.Florida 'ANE9641on No. 021 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest, P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A—Installation (7 pages) 2) APPENDIX B—Nomenclature and Approved Assemblies (32 pages) DLR12001.14 FL16039-R14 Page 5 of 5 This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein.