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1300 W Airport Blvd 18-4180 Roof
i CITY OF S ORD BUILDING DIVISION Job Address: Parcel ID: OCT o 6 zo18 PERMIT APPLICATION -A20Y Application No: - L1 180 Documented Construction Value: $ a-�--�t"1 �7 av•C'6 bvci�cn 3x-,`61 Y [storicDistrict: Yes❑No❑ Residential ❑ Commercial Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: 6' o p Plan Review Contact Person: Title: Phone` Q,C1pa1 Fax: Email: C41�1.� Property Owner Information Name �alth't `� (' ,o LL -C- Phone: (aa) ) 30 a. Street: 3g c� SCO M 2 r �1 Resident of property?: City, State Zip: R(31" 'Pt '3a 5 S Contractor Information Name 3oh) �Tuo-1 &V- Phone: (3a)j -pt - `l ci'Ll G Street: 1l0 Z.P 1 no 1� N�C>J Fax: (3aj 1 lD g b BD 3 City, State Zip: �U-n V--(, --Aq O-1 State License No.: CCC 133 O L D' Architect/Engineer Information Name: 10 Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. Oakhill Petro, LLC 380 Commerce Parkway Rockledge, F1.32955 Tel: 321-690-0807 Fax 321-632-0303 10)15/2018 City of Sanford 30D N Park Ave. Sanford, FL 32771 To whom it May Concern. This is letter Is to advise the total cost of the roof that was recently done on our property at 1300 W. Airport Dr. The cost Including supplies and labor touted, $17,000.00. SShh)o°uulldd you 1'have �any questions please contact Agar Patel at 321-690-0807 Oct. 121. Sincerely r ligar Patel Maintenance Manager Deen, Joy From: Deen, Joy Sent: , Thursday, October 11, 2018 12:00 PM To: + 'flywplkerl962@gmail.com' Subject: RE: 18-4180 response to comments Our permitting fees are computed on documented construction value which includes labor and material. You indicated that your cost of $2450 was just for pulling the permit. As discussed the roof was installed without a permit. You will need to submit either an estimated cost for the roof or a copy of what the owner paid to have the roof installed. Once the permit is issued then it must then be inspected and approved. Since the roof has already been installed and we cannot determined that it has been installed correctly you best bet would be to hire the services of a private provider who would inspect the roof and provide a letter to the city stating that the roof has been installed in accordance with the approved documents. Joy Deen City of Sanford Plans Examiner PH: 407.688.5064 Fax: 407.688.5152 From: flywalker1962@gmail.com <flywalker1962@gmail.com> Sent: Wednesday, October 10, 2018 4:39 PM To: Deen, Joy <Joy.Deen@Sanfordfl.gov> Subject: 18-4180 response to comments Received thank you. I am submitting the copy of the contract for your review. The product approvals I submitted were the wrong one, sorry for that. I corrected Product Approval (see attached). The roof was done without a permit so we are attempting to reconcile this and comply with building codes and regulations. Thank you, Sheri/ JJ'S Design & Construction (320750-9027 Sent from my T -Mobile 4G LTE device FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe found in the public records of this county, Ind there may be additional permits required from other governmental entities such as water management districts, state agencies, or feueral agencies. Acceptance of permit is Verification that I will hotify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. It //f Idel, Signature o r/ e t Dat Print Owner/Agent's Name �r oat. re of Notary -State of Florida DAL Owner/Agent is V Personally Known to Me or Produced ID Type of ID >Ob °&N, Dolores E. Thompson COMMISSION #FF223738 0 Pi tContractor/AgentsName f\ r Sin ure of Notary -State of Florida Date I U I J (A I�X) U Contractor/Agent is ✓ Personally Known to Me or Produced ID 1'y ,,_, SHERI LWALKER Notary Public - State of Florida -'`t.[�s: Commissionw GG 046776 ..; �' WWEXPIRES: ANNO20 t 15, 19 BELOW IS FOR OFFICE USE ONLY My Comm. Expires Nov 14, 2020 11 Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Gas ❑ Roof ❑ Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes [—]No ❑ WASTE WATER: BUILDING: Id—(P-1711- UTILITIES: d—rP- 7 10/5/2018 . . . . . . . . . . . . . . . . . . . . . . . . SCPA Parcel View: 02-20-30-300-032B-0000 Property Record Card Parcel: 02-20-30-300-032B-0000 Property Address: 1300 W AIRPORT BLVD SANFORD, FL 32771 ... . . . .. . . . . Parcel Information j Value Summary ParcelEO2-20-30-300-032B-0000 2017 Certified Owner(s) OAKHILL PETRO LLC Property Address 1300 W AIRPORT BLVD SANFORD, Fl- 32771 — - -- - --------------_ Mailing 777..7......_. 380 COMMERCE PRKWAY ROCKLEDGE, FL 32955 Subdivision Name Tax District SI-SANFORD DOR Use1104-CONVENIENCE STORE WITH GAS .......... Exemptions $184,260 .... .............. . ... . ..... .................................. . . .. . ....... Valuation Method Number of Buildings .. ..... .... .. .1.. � -.- Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) Land Value Ag Just/Market Value Portability Adj 2018 Working 2017 Certified Values i Values ................ ............... . ....... .. Cost/Market Cost/Market i SEC 02 TWP 20S RGE 30E BEG 989.78 FT N 8114.31 FT E OF $97,441 $92,868 $23,692 3 $23,692 $189,174 $184,260 $310,307 $300,820 ............ Save Our Homes Adj i $0 $0 . ..... ..... . ............ .......... Amendment 1 Adj $0 $0 P&G Ad j !so 1$0 .... .... .. . .. .. i. ............ ....... . ..... . .. . ........ 1 , -- Assessed Value $310,307 1: $300,820 Tax Amount without SOH: $5,728.00 2017 Tax Bill Amount $5,728.00 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Legal Description . .. ......... . . . ......... .. . ...... .... . . . . ........ .. . i SEC 02 TWP 20S RGE 30E BEG 989.78 FT N 8114.31 FT E OF W 1/4 COR RUN S 79 DEG 7 MIN 59 SEC E 394.97 FT SWLY ON R/W LAKE MARY BLVD TO ELY RNV ST RD 425 NWLY ON RNV TO BEG (LESS RD) ---- --- :77777.::::�777'7: ... ... ... . .. ........ Taxes _.__.-----.__._._._.___._..-__—._-7777-_.._..._.......... Taxing Authority Assessment Value Exempt Values LTaxable . Value ..... .......... County General Fund $310,307 $0 $310,307 Schools $310,307 1 $0 1 $310,307 ': i City Sanford $310,307 $o $310,307 .. . ..... . ... . ... SJWM(Saint Johns Water Management) .... .... . .. ..... .. . . ......... . . .. ........... $310,3071 .......... . .. ..... ... .. . ... .... $0 1 .. ....... . $310,307 11 County Bonds $310,307 $o $310,307 Sales Description Date .... ... ....... 1 Boo T'Page Amount Qualified . .. ..... Vac/Imp WARRANTY DEED 1 311/2011 075401151 $360,000 i Yes I Improved .. .. ........... .. WARRANTY DEED 3/1/2004 1 05223 1 0437 $750,000 No . .. . ..... Improved WARRANTY DEED 8/1/1997 -A i 03290 1341 $360,000 Yes !Improved WARRANTY DEED 3/1/1985 01635 04_49 $312,000 No Vacant WARRANTY DEED 1 7/111984 101561 1453 $80,000 No Improved WARRANTY DEED 1/1/1974 01019 0441 $35,000 ;Yes j Vacant 7777_ _------ ----------------- No compamw SOLM—W Land -:7- Method Frontage Depth Units Units Price Land Value — http://parceldetail.scpafl.org/ParcelDetailinfo.aspx?PID=022030300032B0000 1/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: �� or t L r an agent of: (Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): V The specific permit and application for work located at: (Street Address) Expiration Date for This Limited Power oof- Attorney: License Holder Name: 13 O h r\ `JOr- ( 0O_,' State License Number: ©j_�l,. Signature of License Holder:, STATE OF FLORIDA S COUNTY OF1 V - C=QQu ' C The foregoing instrument was acknowledged before me this J+ day of, 200_, by 71an ` Aa who is Vpersonally known to me or o who has produced as identification and who did (did not) 6ke an oath (Notary Seal) L1-\"i_WMrW SHERI L.WALKER NotaryPublic-State of Florida Commission n GG 046776 MyComm.Expires Nov 14.2020 (Rev. 08.12) Print or type name Notary Public - State of Commission No. C(� Co My Commission Expires: ! y o a p PERMIT#____�&, �t Pn D City of Sanford • Building and Fire Prevention Product Approval Specification Form Permit# /e— 6//P Project Location Add As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildino.ora. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/ Subcategory Manufacturer Product Florida Approval # Description include decimal 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category/ Subcategory Manufacturer Product Description Florida Approval # includin decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen ¢� e Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 2 Category/ Subcategory Manufacturer Product Florida Approval # Description include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name h P (Please Print) June 2014 OFFICE UfRINITY ERD TABLE A (CONTINUED): CERTAINTEED FLINTLAS710 MODIFIED BITUMEN COMPONENTS & APPLICATION METHODS Reference Layer Material Application APP -TA (APP, Torch -Applied) Base Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus Torch -Applied Cap Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA -FR; Flintlastic GTA -FR CoolStar SBS -SA (SBS, Self -Adhering) Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply Self -Adhering Ply Flintlastic SA PlyBase; Flintlastic SA Mid Ply Cap Flintlastic SA Cap; Flintlastic SA Cap CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar 8. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind (Dads. Refer to FBC 1609 for determination of design wind loads. The following summary is the basis for the attachment tables herein. Table a assumes a directionality factor Kd = 0.85, no topographical variations Kzt =1.0, roof slope <7` for enclosed buildings, roof slope < 2.4' for open buildings and unobstructed flow for open buildings, as defined in ASCE 7-50. Exterior Research and Design, LLC, d/b/a Trinity I ERD Evaluation Report 040730.12.13-R4 for F1.16709-114 Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertalnTeed Flintlastic- Modified Bitumen Roof Systems; (610) 651.5847 Appendix 1, Page 2 of 14 TABLE B: ROOF CLADDING DESIGN PRESSURES, ALLOWABLE STRESS DESIGN, PASO (PSF) Exposure Enclosure Roof Height (ft) Ultimate Design Wind Speed - V„ p (mph) -FBC Figures 3609A, 1609B or 1609C Zone 120 130 140 150 160 170 180 Open slope <2.4° 0<h<30 1 -12.7 -14.9 -17.2 -19.8 -22.5 -25.4 -28.5 2 -19.4 -22.7 -26.4 -30.3 -34.4 -38.9 -43.6 3 -38.0 -44.6 -51.7 -59.4 -67.5 -76.2 -85.5 unobstructed flow 30<h<40 1 -13.7 -16.1 -18.7 -21.5 -24.4 -27.6 -30.9 2 -21.0 -24.7 -28.6 -32.9 -37.4 -42.2 -47.3 3 -41.2 -48.4 -56.1 -64.4 -73.3 -82.8 -92.8 B Enclosed 0<h<30 1 -15.5 -18.2 -21.1 -24.3 -27.6 -31.2 -34.9 2 -26.1 -30.6 -35.5 -40.7 -46.3 -52.3 -58.6 3 -39.2 -46.0 -53.4 -61.3 1 -69.7 -78.7 -88.2 slope <7'1 30<h<40 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 2 -28.3 -33.2 -38.5 -44.2 -50.3 -56.8 -63.7 3 -42.6 -50.0 -58.0 -66.5 -75.7 -85.5 -95.8 0 < h < 15 1 -15.4 -18.0 -20.9 -24.0 -27.3 -30.9 -34.6 2 -23.5 -27.6 -32.0 -36.8 -41.8 47.2 -52.9 3 -46.1 -54.1 -62.8 -72.1 -82.0 -92.6 -103.8 Open slope 52X 15<h<20 1 -16.3 -19.1 -22.2 -25.4 -28.9 -32.7 -36.6 2 -24.9 -29.2 -33.9 -38.9 -44.3 -50.0 -56.0 3 -48.8 -57.3 1 -66.5 -76.3 -86.8 -98.0 -109.9 C unobstructed flow 20<h<30 1 -17.7 -20.8 -24.1 -27.7 -31.5 -35.6 -39.9 2 -27.1 -31.8 -36.9 -42.4 i8.2 .54.4 -61.0 3 -53.2 -62.4 -72.4 -83.1 -94.6 -106.7 -119.7 < 30 < h 40 1 -18.8 -22.1 -25.6 -29.4 -33.4 -37.8 -42.3 2 -28.8 -33.8 -39.2 -45.0 -51.2 -57.8 -64.8 3 -56.4 -66.2 -76.8 -88.2 -100.3 -113.3 -127.0 Exterior Research and Design, LLC, d/b/a Trinity I ERD Evaluation Report 040730.12.13-R4 for F1.16709-114 Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertalnTeed Flintlastic- Modified Bitumen Roof Systems; (610) 651.5847 Appendix 1, Page 2 of 14 1 TRINITY ERD Exterior Research and Design, U.C. d/b/a Trinity)ERD Evaluation Report C40710.12.13 -R4 for FL16709-114 Certificate of Authorization 89503 67x EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4:09/14/2017 Prepared by: Robert Nleminen, PE -59166 CertainTeed Flintlastic• ModiFled Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 3 of 14 TABLE B (CONTINUED): ROOF CLADDING DESIGN PRESSURES, ALLOWABLE STRESS DESIGN, PASO (PSF) Exposure Enclosure Roof Height (ft) Ultimate Design Wind Speed - V„n (mph) Zone 120 130 140 150 160 170 180 0 < h < 15 1 -18.9 -22.1 -25.7 -29.5 -33.5 -37.8 -42.4 2 -31.6 -37.1 -43.1 -49.4 -56.3 -63.5 -71.2 3 -47.6 -55.9 -64.8 -74.4 -84.7 .95.6 -107.1 C Enclosed 15<h<20 1 -20.0 -23.4 -27.2 -31.2 -35.5 -40.1 -44.9 2 -33.5 -39.3 -45.6 -52.3 -59.6 -67.2 -75.4 3 -50.4 -59.2 -68.6 -78.8 -89.6 -101.2 -113.5 slope < 7- 20 < It < 30 1 -21.7 -25.5 -29.6 -34.0 -38.7 -43.6 -48.9 2 -36.5 -42.8 -49.7 -57.0 -64.9 -73.2 -82.1 3 -54.9 -64.4 -74.7 -85.8 -97.6 -110.2 -123.5 30<h<40 1 -23.1 -27.1 -31.4 -36.1 11.0 -46.3 -51.9 2 -38.7 .45.4 -52.7 -60.5 -68.8 -77.7 -87.1 3 -58.3 -68.4 -79.3 -91.0 -103.6 -116.9 -131.1 0 < h 5 15 1 -18.6 -21.9 -25.4 -29.1 -33.1 -37.4 -41.9 2 -28.5 -33.5 -38.8 -44.5 -50.7 -57.2 -64.1 3 -55.9 -65.6 -76.1 -87.3 -99.4 -112.2 -125.8 Open Slope <2.4' 15<h<20 1 -19.5 -22.9 -26.6 -30.5 -34.7 -39.2 -44.0 2 -29.9 -35.1 10.7. 16.7 -53.1 -60:0 -67.3' 3 -58.6 -68.8 -79.8 -91.6 -104.2 -117.6 -131.9 unobstructed Flow 20<h<30 1 -21.0 -24.6 -28.6 -32.8 -37.3 12.1 -47.2 2 -32.1 -37.7 13.7 -50.2 -57.1 -64.4 -72.2 3 -63.0 -73.9 -85.7 -98.4 -111.9 -126.3 -141.6 D 30 < It <40 13 1 -22.1 -25.9 -30.0 -34.5 -39.2 -44.3 -49.7 2 -33.8 -39.6 -46.0 -52.8 -60.0 -67.8 -76.0 -66.2 -77.7 -90.1 -103.5 -117.7 -132.9 -149.0 0 < It < 15 1 -22.9 -26.8 -31.1 -35.7 -40.6 15.9 -51.4 2 -38.3 15.0 -52.2 -59.9 -68.2 -77.0 -86.3 3 -57.7 -67.7 -78.5 -90.2 1 -102.6 -115.8 -129.8 Enclosed 15 < It < 20 1 -24.0 -28.1 -32.6 -37.4 12.6 -48.1 -53.9 2 -40.2 -47.2 -54.7 -62.8 -71.5 -80.7 -90.5 3 -60.5 -71.0 -82.4 -94.5 -107.6 -121.4 -136.1 slope <7' r 20 < In < 30 1 -25.7 -30.2 -35.0 -40.2 15.7 -51.6 -57.9 2 13.2 -50.7 -58.8 -67.5 -76.8 .86.7 -97.2 3 -65.0 -76.3 -88.5 -101.5 -115.5 -130.4 -146.2 30<In<40 1 -27.1 -31.8 -36.8 -42.3 18.1 -54.3 -60.9 2 15.4 -53.3 -61.8 -71.0 -80.7 -91.3 -102.2 3 -68.4 -80.2 -93.0 -106.8 -121.5 -137.2 -153.8 Exterior Research and Design, U.C. d/b/a Trinity)ERD Evaluation Report C40710.12.13 -R4 for FL16709-114 Certificate of Authorization 89503 67x EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4:09/14/2017 Prepared by: Robert Nleminen, PE -59166 CertainTeed Flintlastic• ModiFled Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 3 of 14 /TRINITYERD TABLE 1: WOOD DECKS—NEW CONSTRUCTION OR REROOF (TEAR -OFF); SYSTEM TYPE A: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER NOMENCLATURE W=MINIMUM SIDE IAP WIDTH (INCH); X =MAXIM UMSIDE IAP FASTEN ERSPACING(INCH D.C.); Y = MINIMUM 0 OF STAGGERED CENTER ROWS; Z =MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) Anchor Sheet Base Insulation Top Insulation Roof Cover Attach System Deck MDP At Lap Staggered No. (See Note 1) Type Fasteners Type Attach Type Attach Base Ply Cap (psf) Center Rows W I X I V I Z SYSTEM DESCNPDON wrrH ZONE i (FIELD AREA) ANCHOR SHEETATTAQiMENT: Glasbase, All 32 ga., 1-5/8- Min. 1.5 -inch Min. 0.25 -inch (Optional) Min. 19/32- Weather Empire, inch dia. [in ACfoam II, Hot DensDeck primed Hot BP -AA, BP -AA, SBS -AA, W-1 inch plywood; Fleniglas Base, caps with 11 3 8 3 B FlintBoard I50, asphalt, with ASTM D41 asp SBS -AA, , SBS-AA, SBS -TA or -52.5 See Note 1 PolySMS or nails ring -Shield full primer or DensDeck full SBS -TA or SBS -TA or APP -TA Ultra Poly SMS shank shank nails or Multi -Max FA3 or Multi coverage Prime coverage APP -TA APP TA SYSTEM: W-1; ZONE 2 & 3; PERIMETER & CORNER AREA ANCHOR SHEET ATTACHMENT: Ultimate Design Wind Speed — V, (mph) Exposure Enclosure Roof Hight Zone 120 130 140 ISO 160 170 180 X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z 2 -Perimeters 8 3 8 8 3 8 8. 3 8 8 3 8 8 3 8 8 3 8 8 3 8 04 h430 3 -Corners 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 Open 2-Penmeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 30<h<40 3 -Corners 8 3 8 8 3 8 7 3 7 7 3 7 7 4 7 6 4 6 7 5 7 B 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7<IT<_30 3 -Corners 8 3 8 8 3 8 7 — 3 7 6 3 6 7 4 7 6 4 6 7 S 7 Enclosed 2 -Perimeters 8 3 8 8 3 1 8 8 3 8 8 3 8 8 3 8 7 4 7 7 4 7 30<h <40 3 -Corners B 1 3 8 1 8 3 8 Y 3 7 6 3 1 6 7 1 4 7 6 1 4 6 7 S 7 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 0<h<15 3 -Corners ' 8 3 8 8 3 8 7 3 7 6 3 6 6 4 6 7 5 7 6 5 6 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 15<h<20 3 -Corners 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 6 5 6 6 5 6 C Open 2 -Perimeters 8 3 8 8 3 8 8 3 81 8 3 8 8 3 8 7 3 7 7 3 7 20 <h <30 3 -Corners ::8 3 8 7 3 7 6 3 6 6 4 6 7 5 7 6 S 6 N/A - 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 8 1 4 8 30<h <40 3 -Corners 7 3 7 6 3 6 7 4 7 6 4 6 6 5 6. N/A N/A Exterior Research and Design, U.C. d/b/a Trinity ERD Evaluation Report C40730.12.13 -R4 for FL36709-R4 Certificate of Authorization x9503 Eta EDITION (2017) FBC NON.HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertalnTeed Flintlastica Modified Bitumen Roof Systems; (610) 651-SS47 Appendix 1, Page 4 of 14 i TRINITY ERD TABLE 1 (CONTINUED): WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR-CIFF); SYSTEM TYPE A: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH (INCH); X = MAXIMUM SIDE UIP FASTENER SPACING (INCH D.C.); Y =MINIMUM # OF STAGGERED CENTER ROWS; Z =MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) SYSTEM W-1; ZONE 2 & 3; PERIMETER &CORNER AREA ANCHOR SHEETATTACHMENT: Ultimate Design Wind Speed - Vin (mph) Exposure Enclosure Roof Hight Zone 120 130 140. 150 360 170 180 X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z 2 -Perimeters 8 3 8 B 3 8 8 3 8 8 3 8 7 3 7 7 3 7 6... 3. 6 0<h<15 3 -Corners 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 7 5 7 6 5 6 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 15<h<20 3 -Corners 8 3 8 7 3 7 6 3 6 7 4 7 7 5 T 6 5 6 N/A C Enclosed 2 -Perimeters 8 3 8 B 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 20 <h <30 3 -Corners 7 3 7 7 3 7 7 4 7 1 fi 4 6 6 ':5 6 N/A N/A 2 -Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 30<h<40 3 -Corners - 7 3 -'7 6 3 6 - ".7 4' 7 7 b 7 6l5 6. N/A N/A 2 -Perimeters 8 3 8 8 3 8 B 3 8 8 3 8 8 3 8 7 3 7 8 4 8 0<h<15 3 -Corners 7 3 7 6 3 6 7 4 7 6 4 6 6 5 6 6 5 6 N/A 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 8 4 8 15<h<20 3 -Corners 7 3 7 6 3 6 7 4 7 7 5 7 6 5 6 N/A - N/A Open 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 7 d 7 20<h<30 3 -Corners 7 3 7 7 4 7 6 4 6 6 5 6 N/A N/A N/A 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 8 4 B 8 5 8 30< IT <40 3 -Corners 6 3 6 7 4 7 6 4 6 6 5 6 N/A N/A N/A D. 2-Perlmeters 8 -3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 0<h <15 3 -Comers 7 3 7 6 3 6 7 4 7 7 5 7 6 5 6 N/A N/A 2 -Perimeters 8 3 8 8 3 8 7 3. 7 7 3 7 7 4 7.. 7 4--F7 15< h <20 3 -Corners 7 3 7 7 4 7 6 4 6 7 5 7 N/A N/A Enclosed 2 -Perimeters B 3 8 6 3 8 7 3 7 6 3 6 20< In < 30 3 -Corners 6 3 6 7 4 J 7 5 7 6 5 6 N/A N/A N/A 2 -Perimeters 8 3 8 7 3 7 7 3 7 7 4 7 7 4 7 30<h<40 N/A 3 -Corners 6 3 6 7 4 7 7 5 7 6 5 6 N/A Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report C40730.12.13 -R4 for FL16709-R4 Certificate of Authorization #9503 6rx EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Flintlastic° Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 5 of 14 E -yq \TRINITY ill ERD TABLE 2: WOOD DECKS—NEW CONSTRUCTION,. REROOF (TEAR -OFF) OR RECOVER; SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation layer Roof Cover Base Insulation layer MDP (PSN Type Fasteners Attach Base Ply Cap No (See Note 3) SYSTEM DEXRIPTION WITH ZONE 3(FIELD ARFA)INSULATION ATTACHMENT; Min. 1.5 -inch ACFoam II, ENRGY 3, H- Flintfast 3 in. Insulation Pattern #1 Min. 19/32 -inch (Optional) One or more layers, Shield, Multi -Max FA3 or FlintBoard 150 Plates with Flindiast #12 r l2ft (Optional) SBS W2 plywood; See Note 1 any combination, loose laid primed with FlintPrime or FlintPrime SA or #14 per SBS-SA SBS -SA -SA -45.0 Note: Board and stress plates shall be primed with FlintPrime for all Zone 2 & 3 installations INSUUITION ATTACHMENT PATTERN REFERENCES: PATTERN #1: PATTERN #2: PATTERN #3: PATTERN #4: PATTERN 95: lper 2ft' 1per 1.45 ft' 1per 1.33 ft' 1per 1.14 ft' Iper Sft' + + + + + + ++++ + + ++++ + I + + + + + + + + + + + + + + + + + + + + + + + m m ®+ + + + ®+ + + + " + + + + + + + + + +- + + + TII + + + _ N N +. LL IL + + + + + + + lR + + + + + + + + + + + + + + + + + + + + + + + + + + + + T i O + + - + + + SYSTEM Ill ZONE I, 2 & 3; FIELD, PERIMETER & CORNER AREA INSULATION 'ATTACHMENTS Roof Height Ultimate Design Wind Speed—V,,,, (mph) Exposure Enclosure (ft) Zone 120 130 140 150 160 170 180 1 -Field #1 #1 01 111 #1 111 #1 0<h<30 2 -Perimeters #1 #1 #1 91 #1 #1 #1 3 -Corners #1 #1 #2 #2 #4 #5 .#5 B Open 1 -Field 1 #1 #1 #1 #1 #1 #1 2 -Perimeters 111 #1 #1 #1 #1 #1 #2 30<h<40 - 3 -Corners #1 112 _ „#2 #3 #4 #5 N/A Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report C40710.12.13 -R4 for FL16709-R4 Certificate of Authorization #9503 6'"EDITION (2017) FIX NON-HVHZ EVALUATION Revision 4:09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Flintlastic• Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 6 of 14 TABLE 2 (1 `QTRINITY ERD :ONTINUED):. WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER; SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER SYSTEM W-2; ZONE 1, 2 & 3; FIEw, PERIMETER & CORNER AREA INSU[ATION ATTACHMENT: Exposure Enclosure Roof Height (h) Ultimate Design Wind Speed — V.1, (mph) Zone 120 130 140 150 160" 370 180 0<h<30 1 -Field #1 #1 111 #1 #1 #1 91 2 -Perimeters #1 #1 #1 #1 #2 #2 #2 3 -Corners #1 #2 #2. #3 #4- #5 N/A B Enclosed 30<h<40 1 -Field #1 #1 #1 #1 #1 #1 #1 2 -Perimeters #1 #1 91 #1 #2 #2 #3 3 -Corners #1 #2 #2 #4 44 #5 N/A 0<h 515 1 -Field #1 #1 #1 #1 #1 #1 #1 2 -Perimeters #1 #1 #1 #1 #1. #2 #2 3 -Corners #1 #2 #3 #4 #5 N/A N/A 15<h<20 1 -Field #1 #1 #1 #1 #1 #1 #1 2 -Perimeters #1 #1 #1 #1 #2 #2 #3 3 -Corners #i2 #2 #4 #5 #5 N/A N/A Open 20<h<30 1 -Field #1 #1 #i #1 #1 #1 #1 2 -Perimeters #1 #1 #1 #1 #2 1 #2 #3 3 -Corners 42 #3 #4 #5 N/A N/A N/A 30<h<40 1 -Field #1 #1 41 #1 #1 #i #1 2 -Perimeters #1 #1 #1 #1 #2 #2 #3" 3 -Corners #2 #4 #5 N/A N/A N/A N/A C 0<h<15 1 -Field #1 #1 Ni #1 41 #1 #1 2 -Perimeters #1 #1 #I #2 #2 #3 #4 3 -Corners #2 #2 #3 #4 #5 N/A N/A 15<h<20 1 -Field #1 #1 #1 #1 #1.. #1 #1 2 -Perimeters #1 #1 #2 #2 #2 #4 #4 3 -Corners 92 #2 44 #5 N/A N/A N/A Enclosed 20<h<30 1 -Field #1 #1 #1 #1 #1 91 #2 2 -Perimeters #1 #1 42 #2 #3 94 #5 3 -Corners #2 #3 #4 #5 N/A N/A N/A 30<h<40 1 -Field #1 #1 911 #1 #1 #2 #2 2 -Perimeters #1 #2 #2 #3 #4 #5 N/A 3 -Corners #2 #4 #5 N/A N/A N/A N/A Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report C40710.12.13 -R4 for FL16709-14 Certificate of Authorization #9503 6r"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4:09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Flintlastic• Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 7 of 14 TABLE 2 (1 TRINITYERD =ONTINUED): WOOD DECKS—NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER; SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER SYSTEM W-2; ZONE 1, 2 E 3; FIELD, PERIMETER & CORNER AREA INSULATION ATTACHMENT: Exposure Enclosure Roof Height (h) Ultimate Design Wind Speed — V„„ (mph) Zone 120 130 140 150 160 170 180 0 <h <15 1 -Field #1 #1 #1 #1 #1 #1 #1 2 -Perimeters #1 #1 #1 #1 #2 #2 #3 3 -Corners #2 #4 #4 N/A N/A N/A N/A 15<h<20 1 -Field 41 #1 Al #1 #1 #1 #1 2 -Perimeters #1 #1 #1 #2 #2 #2 #4 3 -Corners #2 #4 #5 N/A N/A N/A N/A Open 20<h<30 1 -Field 111 #1 #1 #1 #1 41 #2 2 -Perimeters #1 #1 #1 #2 #2 #3 94 3 -Corners #3 #4 #5 N/A N/A N/A N/A 304 h<40 1 -Field #1 #1 111 #1 #1 - #1 #2 2 -Perimeters #1 #1 #2 #2 #3 #4 #4 3 -Corners #4 #5 N/A N/A N/A N/A N/A D 0<h<15 1 -Field #1 #1 #1 #1 41 42 #2 2 -Perimeters #1 #1 #2 #2 #4 95 #5 3 -Corners #2 #4 #5 N/A N/A N/A N/A 15<h<20 1 -field #1 #1 #1 #1 91 #2 #2 2 -Perimeters #1 #2 #2 #3 94 #5 N/A 3 -Corners #3 #4 #5 N/A N/A N/A N/A - Enclosed 20<h<30 1 -Field 111' #1 111 #1 #2 #2 #2 2 -Perimeters #1 #2 #2 #4 #5 #5 N/A 3 -Corners #3 #5 N/A N/A N/A.. N/A N/A 30<h 440 1 -Field #1 #1 #1 #1 #2 #2 2 -Perimeters #2 #2 113 #4 #5 N/A N/A 3 -Comers #4 #5 N/A N/A N/A - N/A Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report 040730.12.13-R4 for FL16709-R4 Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4:09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Fllntlastica Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 8 of 14 TRINITYERD TABLE 3: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER; SYSTEM TYPE D: INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH (INCH);:%=MAXIMUM SIDE IAP FASTENER SPACING (INCH O.c-); Y= MINIMUM # OF STAGGERED CENTER ROWS; Z = MMIMUM CENTER ROW FASTENER SPACING (INCH O.C.) Insulation Layer(s) Base or Anchor Sheet Roof Cover Attach System No. Deck (See Note 1) Type Attach Base Fasteners At Lap Staggered Center Rows(s) Ply Cap MOP (PSS W x Y z SYSTEM DESCRIPTION WITH ZONE 1(FIEw AREA) BASE SHEETATTACHMENT: W-3 Min. 15/32- inch plywood; See Note 1 Min. 1.5 -inch, One or more layers, any combination prelim. Attach Glas6ase; Plexiglas; Flintlastic Base 20; Poly SMS Base; Ultra Poly SMS Base; Yosemite Flintfast 3 in. Insulation Plates With FlintFas[ #12 or #14 4 6 3 6 (Optional) BP -AA, SBS -AA, SBS -TA or App -TA SBS -AA, SBS -TA or APP -TA -97.5 SYSTEM W-3; ZONE 2 &3; PERIMETER & CORNERAREiA BASESHEETATTACHMENT: Ultimate Design Wind Speed - V,a (mph) Exposure Endosure Roof Height Zone 120 130 140 ISO 160 170 180 X Y Z X Y Z X Y Z X Y Z % I Y Z X Y Z X Y Z 2 -Perimeters 6 3 :' 6 6 3 6 6 3 6 6 3 6 6 3 - 6 6 3 6 6 3 6 0<h<30 3 -Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 Open 2 -Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 30<h<40 3 -Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 B 2 -Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 O<h<30 3 -Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 Enclosed 2-Perimeter5 6 3 6 fi 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 - 30<h<40 3 -Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 2 -Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 b 3 6 6 3 6 6 3 6 0<h<15 3 -Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 2 -Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 15<h<20 3 -Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 C Open 2 -Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 20<h <30 3 -Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 2 -Perimeters =: 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 30<h<40 3 -Corners 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 6 4 6 Exterior Research and Design, I.I.C. d/b/a Trinity ( ERD Evaluation Report C40730.12.13-114 for FL36709-R4 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Flintlastic• Modified Bitumen Roof Systems; (610) 651.5847 Appendix 1, Page 9 of 14 TABLE 3 (CONTINUED): WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER; SYSTEM TYPE D: INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER NOMENCUTURE: W= MINIMUM SIDE IAP WIDTH (INCH);%=MAXIMUM SIDE IAP FASTENER SPACING(INCH O.C.); Y=MINIMUM#OFSTAGGEREO CENTER ROWS; 2 = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) SYSTEM W-3; ZONE 2 &3; PERIMETER & CORNER AREA BASE SHEET ATEACHMENT: Ultimate Design Wind Speed—V,I, (mph) Exposure Enclosure Roo'Height T Zone 120 130 140 150 160 170 180 I2 X V 2 % Y 2 X V Z % 2 -Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 0<h<15 3 -Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 fi 3 6 7 4 7 2 -Perimeters 6 3 6' 6 3 6 6 3 6 6 3 6 ' 6-' 3 6. 6 3 6 6 3 6 15<h <20 3 -Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 C Enclosed 2 -Perimeters 6 3 6. 6 3 6 6 3 6 6 3 6 `6 3 6. 6 3 6 6 3 6 20<h <30 3 -Corners 6 3 6 6 3 6 '6 3 6 6 3 6 6 3 6 7 4 7 6< 4 6- 2 -Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 36 30<h<40 3 -Corners 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 7 5 7 2 -Perimeters '.6 3 6 6 3 6 6- 3 6 6 3 6 .6 3 6 6 3 6 6 3 6— 0<h<15 3 -Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 2 -Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 15<IT<20 3 -Corners 6 3 6 6 3 6 6'. 3 6 6 3 6 7 4 7 6 4 6 7 5 7 Open 2 -Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 20 <h <30 3 -Corners 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 6 5 6 2 -Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 '. 6 3 6 6 3 6 6 3 6 30<h X40 3 -Corners 6 3 6' 6 3 6 6 3 6 7 4 7 6 4 6 6 4 6 6 5 6 D' 2 -Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 0<h<15 3 -Corners 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 6 4 6 • 2 -Perimeters 6 3 H 6 3 6 6 3 6. 6 3 6 6 3 6 6 3 6 6 3 6 1S<IT<20 3 -Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 4 6 6 4 6 6 5 6 Enclosed 2 -Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 20<h<30 3 -Corners 6 3 6 6 3 6 S. 3 6 7 4 7 6 4 6. 6 4 6 6 5 6 2 -Perimeters 6 3 66 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 30<h<40 3 -Corners 6 3 6 6 3 6 6 3 6 6 4 6 6 4 6 6 5 6 6 5 6 Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report 00710.12.13-R4 for FL36709-R4 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4:09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Flintlastic• Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 10 of 14 TRINITY ERD TABLE 4: WOOD DECKS—NEW CONSTRUCTION OR REROOF TEAR -OFF; SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER NOMENCLATURE: W=MINIMUM SIDE IAP WIDTH INCH); X=MMIMUM SIDE IAP FASTENER SPACING (INCH O.C.); Y= MINIMUM # OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) Base Sheet Roof Cover System Deck Attachment MDP (psf) No. (See Note 1) Base Fasteners At Lap Staggered Center Row(s) Ph/ Cep W X Y Z . SYSTEM DESCRIP ION WITH ZONE 1(FIELp AREA) BASE SHEET ATTACHMENT: Min. 19/32 -inch 32 ga.,1-5/8-inch dia. tin (Optional) SBS - W -4 Flintlastic SA NailBase caps with 11 ga. annular 2 8 3 8 SBS -SA -60.0 plywood; See Nate 1 SA ring shank nails SYSTEM W-4; ZONE 2&3[ PERIMETER &CORNER AREA BASE SHEET AITA[HMENT ' Ultimate Design Wind Speed -VI, (mph) Exposure Enclosure Roo'Height Zone 120 130 140 150 160 170 180 X - Y Z :. X Y Z X:.' Y Z .' X Y Z '� X Y Z X Y Z X Y Z 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 O<h<30 3 -Corners 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 5 4 5 Open 2 -Perimeters 8 3 8 8 3 8 8. 3 8- 8 3 B '. 8 3 8 8 3 8 8 3 8 30 <h <40 3 -Corners 8 3 8 8 3 8 8 3 8 7 3 7 -` 7 3 7 5 4 5 5 4 5 B 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 0<h<30 3 -Corners 8 3 8 8 3 8 8 3 8 8 3 8 'I. 7 3 7 5 3 5 4 3 4 Enclosed 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 6 8 3 8 8 3 8 30<h X40 3 -Corners 8 3 8 8 3 8 8 3 8 7 3 7 5 3 5 4 3 4 4 3 4 • 2 -Perimeters 8 3 8 8 3 8 8'. 3 8. 8 3 8 ;'.8 3 8 8 3 8 8 3: 8 O<h<15 3 -Corners 8 3 8 8 3 8 8 3 8 7 3 7 .5 4 5 5 4 5 5 5 5 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 15<h<20 3 -Corners 8 3 8 8 3 8 7. 3 7 6 3 6 " 5 4 5 5 4 5 5 5 5 C Open 2 -Perimeters 8 3 8 8 3 8 B' 3 8 8 3 8 8 3 8 8 3 8 7 3 7 20< h<30 3 -Corners 8 3 8 7 3 7 7 3 7 5 4 5 5. 4 5 5 5 5 4 5 4 2 -Perimeters 8 3 8 8 3 8 8 3 8- 8 3 8 8 3 8 8 3 8 6 3 6 30<h<40 3 -Corners 8 3 8 7 3 7 6 3 6. 5 4 5 ....5 5 5 4 5 4 4 5 4 Exterior Research and Design, U.C. d/b/a Trinity l END Evaluation Report 040710.12.13-R4 for FL16709-R4 Certificate of Authorization U9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4:09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Flintlastic• Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 11 of 14 TRINITY ERD TABLE 4 (CONTINUED): WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF); SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER NOMENCLATURE: W= MINIMUM SIDE UP WIDTH (INCH); X = MAXIMUM SIDE LIP FASTENER SPACING (INCH O.C.); Y = MINIMUM # OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) SYSTEM W-4; ZONE 2 & 3; PERIMETER & CORNER AREA BASE SHEET ATTACHMENT: Ultimate Design Wind Speed — V, (mph) Exposure Enclosure Roof Height Zone 120 130 140 150 160 170 180 X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 0<h 415 3 -Corners 6 3 8 8 3 8 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 5 3 5 15 <h 520 3 -Corners 8 3 8 8 3 8 7 3 7 5 3 5 4 3 4 4 3 4 4 4 4 C Enclosed 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 5 3 5 20<h <30 3 -Corners 8 3 , 8 7 3 7 6 3 6 4 3 4 L 4 3 4. : 4 4 4 4 5 4 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 5 3 5 4 3 4 30 <h <40 3 -Corners 8 3 8 7 3 7 5 3 5 4 3 4 4 4 4 4 4 4 4 5 4 2 -Perimeters 8. 3 8 8 3 8 8' 3 8 8 3 8 8 3 8 8 3 8 6 3 6 0<h<15 3 -Corners 8 3 8 7 3 7 6 3 6 5 4 5 5 5 5 4 5 4 4 5 4 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 5 3 5 15<h <20 3 -Comers 8 3 8 7 3 7 6 4 6 5 4 5 5 5 S 4 5 4 4 5 4 Open 2 -Perimeters 8 3 8 8 3 8 B 3 8 8 3 8 8 3 8 6 3 6 6 4 6 20 <h <30 3 -Corners 8 3 8 6 3 6 5' 4 5 5 4 5 5 i S 4 5 4 4 5 4 2 -Perimeters 8 3 8 8 3 8 B 3 B 8 3 8 8 3 8 7 4 7 6 4 6 30<h <40 3 -Corners 7 3 7 6 4 6 5 4 5 5 5 5 4 5 4 4 5 4 4 6 4 D- 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 5 3 5 4 3 4 0<h<15 3 -Corners 8 3 8 7 3 7 5 3 5 4 3 4 4 3 4 4 4 4 4 5 4 • 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 4 3 4 4 3 4 15<h<20 3 -Comers 8 3 8 7 3 7 6 3 6 5 3 5 4 4 4 4 5 4 4 5 4 Enclosed 2 -Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 5 3 5 4 3 4 4 3 4 20<h<30 3 -Corners 7 3 7 S 3 5 4 3 4 4 3 4 4 4 4 4 5 4 4 6 - 4 2 -Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 4 3 4 4 3 4 N/A 30<h540 3 -Corners 7 3 :7 4 3 4 4 3 4' 4 4 4 4 5 4 4 5 4 Exterior Research and Design, LLC. d/b/a Trinity l ERD Evaluation Report C40730.12.13 -R4 for FL36709-R4 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Flintlastic• Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 12 of 14 QCTRINITYIERD TABLES: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF); SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER NOMENCLATURE: W=MINIMUM SIDE IAP WIDTH (INCH); X =MAXIMUM SIDE IAP FASTENER SPACING (INCH O.C.); Y = MINIMUM # OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) Base Sheet Roof Cover System Deck Attachment MDP (psf) No. (See Not 1) Base fasteners At Lap Staggered Center Row(s) Ply Cap W X Y Z SYSTEM DESCRIPDON WITH ZONE I(FIELD AREA) BASE SH EET ATTACHMENT: - Min. 19/32 -inch Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. BP -AA, SBS -AA, SBS -AA, 585 -TA W-5 Base 20; Poly SMS Base; Ultra tin caps with 11 ga. 4 8 3 8 SBS -TA or APP- -60.0 plywood; See Note l or APP -TA Poly SMS Base; Yosemite annular ring shank nails TA SYSTEM W -S, ZONE2,$3; PERIMETER & CORNER AREA BASE SHEET ATTACHMENT: Ultimate Design Wind Speed — V.R (mph) Exposure Enclosure Roof Hight Zone 120 130 140 150 160 170 180 X Y Z- X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z 2-Perimeters8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 0<h<30 3 -Corners 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 5 4 5 Open 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 6 30 <h 540 3 -Corners ' 8 3 6 8 3 8 8-.. C 3 8 7 3 7 6 3; 6 5 3 5 5 4 5 B 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 < Oh<30 3 -Corners 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 6 3 6 4 3 4 Enclosed 2 -Perimeters 8 1 3 8 8 3 8 8 3 8 8 3 8 8 3 8 3 8 7 3 7 30<h<40 3 -Corners 8' 3 8' 8 3 8 8 3 8 7 3 7 6 3 6 .. 4 3 4 4 3 4 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 1 3 8 8 3 8 0<h<15 3 -Comers 8 1 3 8 8 3 8 7 3 7 6 3 6 5 3 5 5 1 4 5 4 4 4 2 -Perimeters 8 3 8- 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 15<h<20 3 -Corners 8 3 8 8 3 8 7 3 7 6 3 6 5 4 5 5 4 5 4 5 4 C Open 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 < 20<h30 3 -Corners B 3 8. 7 3 7 6 3 6 5 3 5 5 4 5 5 5 5 4 5 4 2 -Perimeters 8 3 8<: 8 3 8 8 3 8 8 3 B 8 3 8 8 3 B 7 3 7 30<h<40 3 -Corners 8 3 8 7 3 7 6 3 6 5 4 5 5 5 5 4 5 4 4 5 4 Exterior Research and Design, U.C. d/b/a Trinity l ERD Evaluation Report C40710.12.13 -R4 for FL16709-R4 Certificate of Authorization #9503 6' EDITION (2017) FBC NOWHVHZ EVALUATION Revision 4:09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertalnTeed Flintlastic• Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 13 of 14 3 _TRINITY ERD TABLE 5 (CONTINUED): WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF); SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER NOMENCLATURE: W=MINIMUM 510E LAP WIDTH (INCH); X=MAXIMUM SIDE IAP FASTENER SPACING (INCH D.C.); Y =MINIMUM 11 OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) SYSTEM W-5; ZONE 2 & 3; PERIMETER & CORNER AREA BASE SHEET ATTACHMENT: Ultimate Design Wind Speed— V, (mph) Exposure Enclosure Roof Height Zone 120 130 140 150 160 170 180 X Y Z- X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 0<h<15 3 -Corners 8 3 8 8 3 8 7 3 7 6 3 6 5 3 5 4 3 4 4 4 4 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 15<h<20 3 -Corners 8 3 8 8 3 8 7 3 7 6 3 6 4 3 4 4 3 4 4 4 d C Enclosed 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 6 3 6 20 <h <30 3 -Corners 8 3 8 ) 3 7 6 3 6 5 3 5 4 3 4 4 4 4 d 5 4 2 -Perimeters 8 3 8 -. 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 5 3 5 30<h<40 3 -Corners 8 3 8 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 4 5 4 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7- 3 7 0<IT<15 3 -Corners 8 3 8 7 3 7 6 3 6 5 4 5 5 4 5 4 5 4 4 5 4 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 15<h<20 3 -Cornea 8 3 8 7 3 7 6 3 6 S 4 5 5 5 5 4 5 4 4 6 4 Open 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 4 6 20<h 930 3 -Corners J 3 7 6 3 6 5 4 5 5 4 5 5 ' 6 5 4 6 4 4 6 4 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 4 7 6 4 6 30 <hc40 3 -Corners _7 3 7 6 3 6 5 '4 5 4 4 4 4 5 4 4 6 4 N/A D • 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 5 3 5 0<h <15 3-Corner5 B 3 8 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 4 5 4 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 4 3 4 15<h<20 3 -Corners 8 3 8 7 3 7 6 3 fi 5 3 5 4 4 4 4 5 4 4 5 4 Enclosed 2 -Perimeters 8 3 8 8 3 8 8 3` 8 7 3 7 6 3 6 5 3 5 4 3 4 20<hc30 3 -Corners 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 4 5 4 4 6 4 2 -Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 4 3 4 N/A 30<h<40 3 -Corners 7 - 3 7 6 3 6 4 3 4 4 4 4 4 5 4 4 5 4 Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report C40730.12.13 -R4 for F1.36709 -R4 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Flintlastic• Modified Bitumen Roof Systems; (61011651-5847 Appendix 1, Page 14 of 14 ' Florida Building Code Online Page 1 of 2 Bels soma 'last' user Regktratbn Net TOWca Suamit 5urttgrpe sats" Facts Pudimtions come" Oa K's 5a` Wp bnb seen" ddpr Procludt Approval USW: PuWk uaer a epgiutlan pail FL A FL36709•R4 PERMIT # �' Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 (610) 893-5400 mark.d.harne,@salnt-gobain.com Mark Harrer mark.d, harner@sa Int-gobain,com Mark D. Hamer 18 Moores Road Malvern, PA 19355 (610) 651-5847 Mark.D.Haroer',dsaint-gobain.com Roofing Modified Bitumen Roof System ongciE Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report 2008 Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE FM 4474 v Validation Checklist - Hardcopy Received Certiflute of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Fl. j,aj�,Q,Rr,,, Wi ?Ui7 Q�7_,Nlet tett ndf Year ASTM D6162 2000 ASTM D6163 2008 ASTM D6164 2011 ASTM 06222 2011 ASTM D6509 2009 FM 4470 2D12 FM 4474 2011 RAS 117 1995 http://wwv✓. floridabuilding.org/pr/pr_app_dti.asps?param=wGEVXQwtDou8obld/`2fIZm6... 9/11/2018 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 option O 09/14/2017 09/15/2017 09/19/2017 12/12/2017 Page 2 of 2 FL # Mo". Number or Name Description 16709.1 FOntlaStic Motllfietl Bitumen SBS and APP modified bitumen roof systems ROOP Sy5tem9 Limits of Use Instaifation Instructions Approved for use In HVHZ: No F(.1&709 R3 II _D17 O4��NA1-_A1 f.R f[RTA(NTEI10MQnjtij—fLwjD9— Approved for use outside HVH2: Yes RAxjlf Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 Design Pressure: +N/A/ -97.5 Created by Independent Third Party: Yes Other: 1.) The design pressure in this Evaluation Reports application pertains to the maximum design ELIAI49_JR4-4t- R44t-pressure pressurefor one particular assembly for use in R4 txjf Zone 1 (field area) of the roof. Refer to ER Created by Independent Third Party: Yes Appendix for all systems and attachment limitations. 2.) Refer to ER Section 5 for Limits of Use. 9aok ED f. :: 1601 No, Shme Road Te Oa tiyi, Ft 32399 R1one: 650-x97-1924 Tim State m1 Flmlda is an WEEO empayur.M1� 1 S u/ en :: Fnvacv Sc+eruent :: u eutement :: ggamp,S 3mL Under Fonda saw. email atltlmben are NNW MMAH. It you do nor want your sumo address maeased In msmite to a puhlK-Wevids request 00 AM aVW eten/onk Add b thin d e, Inamad. mntasa he deka eY rune or W lreddanal mdl. If yw have any questions, pause, coneact 850.x97.1395. -Pmseent to Section 455.275 (1), fared Stabdin. affective CaNaM 1, 2612, hodeatea warded unite, Charee 455, F.5, most rovue the Depestmant min ma deal address d they have one. na, emaiF rwrled may 0a used Fw e(fKul tAmmunka4dn mth the yrMaft HTseeer ematl a kinase d de NNW More. It veru the not wan to lupe,, a pummel eddreb, pk60u p/mVMe 1M Depe/imenl wan an aimed address w,e, an be made aralNNe 10 the NNW. To determine d you am a Ikmare Nor chapter 455. F.6.•,ease duds Ore,. 1ptFta�proel Approval AAWAM : W3 im /yid Cfecllt Card Safe http:l/www.floridabui iding.org/prlpr_app_dtl.aspx'7param=wGE VXQwtDqu8obl%2flZm6... 9/11/2018 EVALUATION REPORT %eii-win i eea corporation 20 Moores Road Malvern, PA 19355 (610) 651-5847 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization !#9503 353 Christian Street Oxford, CT 06478 (203) 262-9245 Evaluation Report 040710.12.13-R4 FL16709-R4 Date of Issuance: 12/02/2013 Revision 4:09/14/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 6t' Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Flintlastic® Modified Bitumen Roof Systems LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4, plus 14 -page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/14/2017. This does not serve as an electronicaW signed document. CERTIFICATION OF INDEPENDENCE: I. Exterior Research & Design, LLC. d/b/a Trinity i ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 0 1 ItI14TY' ERD ROOFING SYSTEMS EVALUATION: i. SCOPE: Product Category: Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: Flintlastic° Modified Bitumen Roof Systems, as produced by CertalnTeed Corporation, have demonstrated compliance with the following sections of the 6u' Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Prope Standard Year 1504.3.1 Wind FM 4474 2011 1504.7 Impact FM 4470 2012 1507.11.2 Physical Properties ASTM D6162 2008 1507.11.2 Physical Properties ASTM D6163 2008 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 1507.11.2 Physical Properties ASTM D6509 2009 1519.11 Attachment Requirements RAS 117 1995 3. REFERENCES: Ent.ty Examination Reference Date ERD (TST6049) Physical Properties C7290.01.08 01/16/2008 ERD (TST6049) Physical Properties C10080.09.08 09/04/2008 ERD (TST6049) FM 4470/4474 C8370.08.08-111 10/05/2009 ERD (TST6049) FM 4470/4474 C30310.12.09 12/17/2009 ERD (TST6049) FM 4470/4474 C30560.03.10 03/18/2010 ERD (TST6049) FM 4470/4474 3519.12.03-111 04/15/2011 ERD (TST6049) Physical Properties C42110.08.12 08/13/2012 ERD (TST6049) FM 4470/4474 C46090.11.13 -A 11/20/2013 ERD (TST6049) FM 4470 CTR-SC9920.01.16-R1 01/20/2016 FM (TST1867) FM 4470/4474 3048520 09/19/2013 MTI (TST2508) Physical properties DX08C4A 03/22/2004 MTI (TST2508) Physical properties DX20E3A 03/22/2004 MTI (TST2508) Physical properties DX20E3A-001 01/04/2006 MTI (TST2508) Physical properties AX31G8A 08/21/2008 MTI (TST2508) Physical properties AX31G8D 09/05/2008 MTI (TST2508) Physical properties AX31G8F 06/05/2009 MTI (TST2508) Physical properties AX21G8C 01/28/2011 PRI (TST5878) Physical Properties CTC -032-02-01 01/16/2008 PRI (TST5878) Physical Properties CTC -034-02-01 11/24/2008 PRI (TST5878) Physical Properties CTC -066-02-01 08/08/2011 PRI (TST5878) Physical Properties CTC -067-02-01 08/08/2011 PRI (TST5878) Physical Properties CTC -068-02-01 08/08/2011 PRI (TST5878) Physical Properties CTC -070-02-01 08/08/2011 PRI (TST5878) Physical Properties CTC -071-02-01 08/08/2011 PRI (TST5878) Physical Properties CTC -093-02-01 08/08/2011 PRI (TST5878) Physical Properties CTC -116-02-01 04/03/2012 PRI (TST5878) Physical Properties CTC -183-02-01 10/04/2013 PRI (TST5878) Physical Properties CTC -259-02-01 12/11/2015 UL, LLC. (QUA9625) Quality Assurance Service Confirmation, R11656 Exp. 03/09/2020 Exterior Research and Design, LLC. Evaluation Report 040710.12.13-R4 Cerdjkate of Authorization #9503 6T" EDITION (2017) FOC NON-HVHZ EVALUATION FL16709-R4 CertalnTeed Flintlastle Modified Bitumen Roof Systems; (610) 01-5847 Revision 4:09/14/2017 Page 2 of 4 ,J I RWITYjERD 4. PRODUCT DESCRIPTION: This Evaluation Report covers Fllntlastic* Modified Bitumen Roof systems installed in accordance with CertainTeed Corporation published installation instructions and the Limitations / Conditions of Use herein. The following CertainTeed products make up the subject systems. TABLE 1: ROLL -GOODS FOR FUNTIAST10 MODIFIED BRUMEN ROOF SysTEMS. Type Product Specification Reference Grade Type Rase Sheets Flintlastic® SA NailBase ASTM D4601 N/A II Glasbase— Base Sheet ASTM D4601 N/A II All Weather/Empire"' Base ASTM D4601 N/A II Flexiglas' Base ASTM D4601 N/A II Flintlastic— Base 20 ASTM D4601 N/A II Flintlastic Poly SMS Base Sheet ASTM D4601 N/A II Yosemite• Venting Base ASTM D4897 N/A II Ply Sheets Flintglas• Ply 4 ASTM D2178 N/A IV Flint las• Premium Ply 6 ASTM D2178 N/A VI Base/Ply Membranes (APP) Flintlastic• APP Base T ASTM D6509 N/A N/A Flintlastic• STA ASTM D6222 S I Flintlastic° STA Plus ASTM D6222 S I Cap Membranes (APP) Flintlastic• STA ASTM D6222 S I Flintlastic° STA Plus ASTM D6222 S I Flintlastic- GTA ASTM D6222 G I Flintlastic° GTA CoolStar' ASTM D6222 G I Flintlastic° GTA -FR ASTM D6222 G I Flintlastic• GTA -FR CoolStar— ASTM D6222 G I Base/Ply Membranes (5BS) Flintlastic SA PlyBase ASTM D1970 N/A N/A Black Diamond* Base Sheet ASTM D1970 N/A N/A Flintlastic SA Mid Ply ASTM D6163 S I Flintlastic Ultra Glass SA ASTM D6163 S I Flintlastic Base 20 ASTM D6163 5 I Flintlastic Base 20 T ASTM D6163 5 1 Flintlastic Ultra Poly SMS Base Sheet ASTM D6164 S I Cap Membranes (SBS) Flintlastic FR Dual Cap ASTM D6162 G I Flintlastic SA Cap FR ASTM D6163 G I Flintlastic SA Cap FR CoolStar- ASTM D6163 G I Flintlastic Cap 30 ASTM D6163 G I Flintlastic Cap 30 CoolStar" ASTM D6163 G I Flintlastic FR Cap 30 ASTM D6163 G I Flintlastic FR Cae 30 CoolStar`" ASTM D6163 G I Flintlastic FR Cap 30 T ASTM D6163 G I Flintlastic FR Cap 30 T CoolStar- ASTM D6163 G I FI(ntiastic SA Cap ASTM D6164 G I Flintlastic SA Cap Coolstaro ASTM 1)15164 G I Flintlastic FR -P ASTM D6164 G I Flintlastic FR -P CoolStar' ASTM D6164 G I Fllntlastic GMS ASTM 1)15164 G I Flintlastic GMS Coolstar"' ASTM D6164 G I Fllntlastic GTS ASTM 06164 G 11 Flintlastic GTS CoolStarTM ASTM D6164 G 11 Fllntlastic GTS -FR ASTM D6164 G II Flintlastic GTS -FR CoolStarTM ASTM D6164 G II Flintlastic Premium FR -P ASTM D6164 G II Fllntlastic Premium FR -P CoolStar— ASTM D6164 G II Exterior Research and Design, LLC. Evaluation Report C40710.12.13 -R4 Cnflwte of Authodrodon "SO 6' EDITION (2017) FBC NON-RVR2 EVALUATION FI -16709-R4 CertainTeed Flintlastic° Modified Bitumen Roof Systems, (610) 651.5847 Revision 4: 09/14/2017 Page 3 of 4 Q0TPRJN.1TY1ERD S. L mrrAT(ONS: 5.1 This is a bullcting code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Refer to a current Roofing Materials Directory for fire ratings of this product. 5.4 The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.S For recover installations, the existing roof shall be examined in accordance with FBC 1511. 5.6 The maximum design pressure for the selected base assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. This is already addressed in the Appendix tables via "N/A" reference if the baseline system is "Not Applicable" to Zone 1 design pressure requirements. 5.7 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX- 1 or Testing Application Standard TAS 105. 5.8 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(l), 1609.3(2) or 1609.3(3). 5.9 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3. 6. INSTALLATION: 6.1 Flintlastic® Modified Bitumen Roof Systems shall be installed in accordance with CertalnTeed Corporation published installation instructions, subject to the Limitations / Conditions of Use herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. System listings are based on allowable wind loads per FBC 1609 and a 2 to 1 margin of safety per FBC 1504.9. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC. — QUA9625; (414) 248-6409, karen.buchmann@us.ul.com - THE 14-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 040710.12.13-R4 Cerdf tate of Audrorirotion #9503 6' EDITION (2017) FBC NON-HVFIZ EVALUATION FL16709-R4 CertainTeed Flintlastico Modified Bitumen Roof systems; (610) 651-5847 Revision 4:09/14/2017 Page 4 of 4 TRINITY ERD APPENDIX I: ATTACHMENT REQUIREMENTS FOR WIND UPDFT RESISTANCE Table Deck Application Type Description _ Page 1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4-5 2 Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 6-8 3 Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 9-10 4 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 11-12 5 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 13-14 The followlna notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite or gypsum -based roof board that meets the CIA requirements of F.A.C. Rule 61G20- 3 and is documented as meeting FBC 1505.1 and, for foam plastic, Chapter 26, when Installed with the roof cover. 3. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 4. The maximum design pressure for the selected base assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. This is already addressed in the tables that follow via "N/A" reference if the baseline system is "Not Applicable" to Zone 1 design pressure requirements. S. For existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX -1 or Testing Application Standard TAS 105. 6. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 7. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. TABLE A: CERTAINTEED FDN nuumc- MODIFIED BITUMEN COMPONENTS & APPLICATION METHODS Reference Layer Material Application BP -AA (Base and Ply sheets, Asphalt- Applied) Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Hot asphalt at 20-40 lbs/square ply Fllntglas Ply Sheet Type IV; Fllntglas Premium Ply Sheet Type VI SBS -AA (SBS, Asphalt -Applied) Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Hot asphalt at 20-00 lbs/square Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Cap Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; Flintlastic Premium FR -P; Flintlastic Premium FR -P COO[Star; Flintlastic GMS; Flintlastic GMS CoolStar SBS -TA (SBS, Torch -Applied) Base Flintlastic Base 20 T; Flintlastic FR Base 20 T Torch -Applied Ply Flintlastic Base 20 T; Flintlastic FR Base 20 T Cap Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS -FR; Flintlastic GTS -FR CoolStar, FlintClad Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report C40710.12.13 -R4 for FL16709-114 Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4:09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Flintlastic- Modified Bitumen Roof Systems; (6101651-5947 Appendix 1, Page 1 of 14 INSPECTION SEQUENCE BP# 18-4180 ADDRESS: 1300 W. Airport Blvd BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Lintel / Tie Beam / Fill / Down Cell Sheathing - Walls Sheathing - Roof Roof Dry In Frame Insulation Rough Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com' 1) Building Ceiling Grid 1000 Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence Final Commercial - Final Commercial - Addition / Alteration Final Commercial - Change of Use Final Building (Other) REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description Electric Underground • Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre -Power Final Temporary Pole Electric Final ` �... _ _� 7-7 1 - E:tea Min Max Inspection Description Rough Plumb Plumbing Underground Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap Mechanical Final Grant Maloy, Clerk Of The Circuit Court 8 Comptroller Seminole County, FL Inst #2018122551 Book:9238 Page:108; (1 PAGES) RCD: 10/24/2018 11:26:32 AM mv' vvv c� n nn THIS INSTRUPARED a Adtlrese: Q RE1 hu 1 a\ NOTICE OF COMMENCEMENT CERTIFIEDCOPY GRANTMALOY CLERK OF THE CIRCUIT COURT AND COMPTROLLER SEA1kIN�OLE NTY, FLORIDA �Y� DEPUTY CLERK bate State of Florida County of Seminole Permit Number. 18-4180 Pence] ID Number. 03-20-30-300-001 G-0000 The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with pChhapter 7T1I3, FloririFdaa Statutes. the following Information is provided in this Notice of Commencement. F'efCE]U3-LU SO -Q lJU-UO'I Li -000U pUon of the Property and sheet address if evallable) 13UU VV Airport v an or , I -L 32771 GEeNERAL-DESCRIPTION OF IMPROVEMENT: - -_OWNER INFORMATION: Address: 380 Commerce Parkway, Rockledge, FL 32955 Fee Simple TRIe Holder (if other than owner) Name: Address: 1783 Hazelton Street NW, Palm Bay, FL 32907 Persona within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The aspiration date Is 1 year from dale of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalti of perjury, I declare that I have read the foregoing and that the facts stated in H are true - - -- to the best of M edge and belief. g O s Wadod Nana ROM. statute 713.1 mustaign tee ndkeef mn�teMmo„e else mky W Mm ftl to eign In Ms ar her stee6' State of l%L�rZ10A County of -1 �N �' � /rnEi rogoing instrument knowleedged before me this X2 -day oQ2:2l!!,9-7W. . 20 b Gln . - i-HLi(4 . Who In personally known to me 0 Nemo m person makMa also ant ���_ OR who has produced identification type of identification produced: 4' rrd DolorgQ E. Thompson ��% ��%G�J CONIIt11SI0N 8FF223738 �Na slsnaw�5� ',w.A&. ` EXPIRES: August 15, 2019 `"%�;G-; 1 wWW.AARONNOTARY.COM ��_ �.. r.