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HomeMy WebLinkAboutProduct Approval EXTERIOR RESEARCH &DESIGN,LLC. Certificate of Authorization#9503 TRINITY I ERD 353 Christian Street QOOxford,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Polyglass USA,Inc. Evaluation Report 139290.02.08-1113 150 Lyon Drive FL16S4-R35 Fernley, NV 89408 Date of Issuance:02/11/2008 Revision 13:02/26/2015 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 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Polyglass SBS and APP 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. Trinity)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 a 33-page Appendix. Prepared by: ^v.?y. , r. a 41, The facsimile seal appearing was authorized Robert J.M.Nieminen,P.E. !''ry�S�iv`'��:6 ,C, by Robert Nieminen,P.E.on 02/26/2015 1d,„�� This does not serve as an electronically signed document.Signed, Florida Registration No.59166,Florida DCA ANE1983 sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Exterior Research&Design,LLC.d/b/a Trinity I ERD does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY I ERD TABLE 1E-2:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)ORRECOVER SYSTEM TYPE E:NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(SCREWS&PLATES),BONDED ROOF COVER System Deck(See Base Sheet Roof Cover MDP(pst) No. Note 1) Base Fasten Attach Ply Cap OMG#12 Standard Roofgrip or OMG#14 Heavy W-43 Min.15/32- Polyglass APP Base Duty(min.1-5/8-inch long)with OMG 3"Round three,nch o.c.at 4-inch lap and 6-inch me r (Optional)APP-TA APP-TA -90.0 inch plywood Metal Plates or OMG Flat Bottom Metal Plates three,equally spaced,staggered center rows OMG#12 Standard Roofgrip or OMG#14 Heavy Min.15/32- 6-inch o.c.at 4-inch lap and 6-inch o.c.in (Optional)BP-AA,SBS-AA, SBS-AA,SBS-TA W-44 inch plywood Elastobase(with sand top surface) Duty(min.1-5/8-inch long)with OMG 3"Round three,equally spaced,staggered center rows SBS-TA or APP-TA or APP-TA -90.0 Metal Plates or OMG Flat Bottom Metal Plates W-45 Min.15/32- Elastobase(with sand top surface) Trufast#12 DP or Trufast#14 HD(min.1-5/8-inch 6-inch o.c.at 4-inch lap and 6-inch o.c.in 90.0 inch plywood long)with Trufast 3"Metal Insulation Plates three,equally spaced,staggered center rows (Optional)BP-AA or SBS-AA SBS-AA OMG#12 Standard Roofgrip or OMG#14 Heavy W-46 Min.plywood Pol lass APP Base Du equally o.c.at 4-inch lap and 6-inch o.c.in five, inch plywood Yg Duty(min.1-5/8-inch long)with OMG 3"Round equally spaced,staggered center rows (Optional)APP-TA APP-TA -120.0 Metal Plates or OMG Flat Bottom Metal Plates OMG#12 Standard Roofgrip or OMG#14 Heavy Min.15/32- 6-inch o.c.at 4-inch lap and 6-inch o.c.in five, (Optional)BP-AA,SBS-AA, SBS-AA,SBS-TA W-47 inch plywood Elastobase(with sand top surface) Duty(min.1-5/8-inch long)with OMG 3"Round equally spaced,staggered center rows SBS-TA or APP-TA or APP-TA -120.0 Metal Plates or OMG Flat Bottom Metal Plates surface W-48 Min.15/32- Elastobase with sand to Trufast#12 DP or Trufast#14 HD(min.1-5/8-inch 6-inch o.c.at 4-inch lap and 6-inch o.c.in five, inch plywood ( P ) long)with Trufast 3"Metal Insulation Plates equally spaced,staggered center rows (Optional)BP-AA or SBS-AA SBS-AA 120.0 TABLE IF:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER System Deck(See Roof Cover Primer MDP(psf) No. Note 1) Joint Treatment Base Ply Cap Min.15/32- (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- W 49 inch plywood (Optional)PG100 None SBS-SA TA,APP-TA TA,APP-TA 90.0 W-50 Min.15/32- (Optional)PG100 None Polyflex SA Base (Optional)One or more APP-TA -90.0 inch plywood APP-TA Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Base or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- W-51 inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V FR Base TA,APP-TA TA,APP-TA 97'5 Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- (Optional)52 inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA 135.0 W-53 Min.15/32- (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Polyflex SA Base (Optional)One or more APP-TA 135.0 inch plywood place to create continuous bond. APP-TA Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report 139290.02.08-1113 for FL1654-R35 Certificate of Authorization#9503 Revision 13:02/26/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 9 of 33 t-orensic Engineering Consultants, Ina, WIND UPLIFT PRESSURE CALCULATIONS Project Name SF Residence-Sloped Root Report No.: ATRT-OP-15.D36 Project Address 201 Julian Drive Fort Pierce. FL Deck Substrate Wood Non-Insulated Mean Roof Height 14.0 Feet Configuration Steep Slope Roof Area(Approx.) 3320 Sq-Ft Category It Roof Width 32.0 Feet Exposure Condition 0 Perimeter Width 3.2 Feet Building Type Enclosed Parapet Height 0.0 Feet Base Wind Speed 170 mph Sloped Roof Type Slope V 3.0 Slope H 12.0 Slope AngleP 14.04 Uplift Pressures q, = 0.00256 K,Kt Kd V' P = q,(GCP-GCpl) 4z Kz Kt Kd V GCA Gcpi 53,721 0,650 1.005 0.85 170 _0.90 0.18 Field -1-70 0-18 Perimeter 2.60 0.18 Comer Field P1 ft -58.02 psf P1 sad -34-81 psf Perimeter P2 u1L -100.99 psf P2 asd -60.60 psf - Comer P3 un. -149-34 psf P3 aSd -89.61 psf System Design Pressures Field P, -34.81 psf Perimeter P2 -60.60 psf Comer P3 -89.61 psf Proposed System Polyglass Modified Bitumen Roof System Product Approval No. FL1654-R11 (Page 9 of 30) System No, W-33 System Design Pressure -97,5 psf Max, Calculated Uplift Pressure -89.61 psf These calculations have been done in accordance with ASCE 7-10, based on the information provided by the contractor. Since the system design pressure is greater than the calculated maximum uplift pressure in any zone, the aforementioned system may be used on the subject roof. The roof system must be installed in accordance with the Florida Building Code and the roof system manufacturers recommendations. Sincerely For sic Engineering,Consultants, Inc. 4A.f __ R. N. Sailapan, , P.E. Principal Engini.-aer Florida Registration No.46696 Forensic Engineering t;onsubuft,Inc,(CA#8265),P.O.F3Qx 970034,Boca Raton,FL-33457 Ph(561)9018490 Fax(561)218 3830 Drawing Report Ronald Dawson 201 Julian Drive, FP 073015 - 2 Ply SA. Section: 30 Year Dimensionals Page: 5'Plex 301b/30 Year Dimensional "Lifetime"shingles . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1�:•:•:•:•:•:•:•:•:•:•:.:•: _ .. .: :.:.:.:.:.:. 7/30/2015 Page i " 6771 N. Old Dixie Highway Fort Pierce,FL 34946 Phone:(772)468-7870 Fax. (772)466-2247