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HomeMy WebLinkAboutProduct Approval; RoofingFlorida Building Code Online Page 1 of 2 FL # FL16709-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610) 651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harper mark.d.harner@saint-gobain.com Technical Representative Mark Harper Address/Phone/Email 1400 Union Meeting Road P.O. Box 1100 Blue Bell, PA 19422 (215) 274-2443 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System Compliance Method 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 Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/03/2017 Validated By John W. Knezevich, PE 2 Validation Checklist - Hardcopy Received Certificate of Independence FL16709 R3 COI 2016 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D6162 2000 ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 ASTM D6509 2009 FM 4470 1992 FM 4474 2004 http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDqu8obl%2fIZm6... 4/21/2016 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary ducts Method 1 Option D 02/04/2016 02/15/2016 02/17/2016 04/12/2016 FL # Model, Number or Name Description 16709.1 Flintlastic Modified Bitumen SBS and APP modified bitumen roof systems Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL16709 R3 II 2016 01 FINAL Al ER CERTAINTEE D MODBIT FL16709- R3.Ddf Approved for use outside HVHZ: Yes 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 FL16709 R3 AE 2016 01 FINAL ER CERTAINTEED MODBIT FL16709- R3.Ddf pressure for one particular assembly for use in 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. Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: c,^,hEtiK http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6... 4/21 /2016 F�o \,1 TRINITY I ERD APPENDIx 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT 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 Woo D1e w, Reroof (Tear -Of E—Non-insulated;-Mech.-Attached, ase eet; l3Rnde1�Poaf_Caver- -) �1354 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perllte or gypsum -based roof board that meets the QA requirements of F.A.C. Rule 61G20- 3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.8, 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. 5. 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 TAS 105 or ANSI/SPRI FX-1. 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. ` TA13LE A: CEFITAINTEED FLINTLASTICe MODIFIED BITUMEN COMPDNENTs & APPUCATIDN METHODS, - Reference Layer Material Application BP -AA Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 (Base and Ply sheets, Asphalt- Hot asphalt at 20-40 Ibs/square Applied) Ply Flintglas Ply Sheet Type IV; Flintglas Premium Ply Sheet TypeVI Base Flintlastic Base 20; Flintlastic Poly SMS Base, Flintlastic Ultra Poly SMS Base SBS-AA Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS, As halt -A lied ( P PP �) Hot asphalt at 20-40lbs/square Flintlastic Ca 30; Flintlastic Ca 30 CoolStar; Flintlastic FR Ca 30; Flintlastic FR Ca 30 CoolStar, Flintlastic FR Dual Ca P P P p P; Cap Flintlastic FR-P; Flintlastic FR-P CoolStar, Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar, Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Base Flintlastic Base 20T; Flintlastic FR Base 20T SBS-TA Ply Flintlastic Base 20T; Flintlastic FR Base 20T (SBS,Torch-Applied) Torch -Applied Flintlastic FR Cap 30 T, Flintlastic FR Cap 30 T CoolStar, Flintlastic GTS; Flintlastic GTS CoolStar, Flintlastic GTS-FR; Flintlastic Cap GTS-FR CoolStar, FlintClad Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization #9503 Revision 3: 01/26/2016 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 14 C_)o \,I TRINITY j ERD ' TABLE A{CONTINUED):CERTAINTEED.FLINTLASTIc® MODIFIED BITUMEN COMPONENTs&APPLICATIONMETHODS - -- Reference Layer Material Application APP-TA APP, Torch -Applied) ( pP ) Base Flintlastic APP BaseT; 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 5A 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 "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. The following summary is the basis for the attachment tables herein. Table B 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 7-10. TABLE BC ROOF CLADDING: DESIGN PRESSURES, ALLOWABLE STRESS DESIGN, PASD F( SF) Exposure Enclosure Roof Height (ft) Zone Ultimate Design Wind Speed - %tt (mph) - FBC Figures 1609A,1609B or 1609C 120 130 140 150 160 170 180 Open slope<2.4° 0<h<30 1 -12.7 -14.9 -17.2 -19A -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 B 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 Enclosed slope < 7° 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 -69.7 -78.7 -88.2 30 < h < 40 1 -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 C Open slope < 2.4° 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 15 < h:S 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 -66.5 -76.3 -86.8 -98.0 -109.9 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 -48.2 -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) ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization #9503 Revision 3: O1/26/2016 Prepared by: Robert Nieminen, PE-59166 Ap pendix 1, Page 2 of 14 no -I TRINITY (ERD TMLEB (cowmUED): ROOF CLADDING DESIGN PRESSURES, ALLOWABLE STRESs'DESIGN, RASO (PSF).' - - - - - - Exposure Enclosure Roof Haight (ft) Zone e UltimatDesign Wind Speed - Vrc (mph)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 < h < 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 -41.0 -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 Open slope<2.4" 0 < h < 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 15 < h < 20 1 -19.5 -22.9 -26.6 -30.5 -34.7 -39.2 -44.0 2 -29.9 -35.1 -40.7 46.7 -53.1 -60.0 -67.3 3 -58.6 -68.8 -79.8 -91.6 -104.2 -117.6 -131.9 D unobstructed flow 20 < h < 30 1 -21.0 -24.6 -28.6 -32.8 -37.3 -42.1 -47.2 2 -32.1 -37.7 -43.7 -50.2 -57.1 -64.4 -72.2 3 -63.0 -73.9 -85.7 -98.4 -111.9 -126.3 -141.6 30 < h < 40 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 3 -66.2 -77.7 -90.1 -103.5 -117.7 -132.9 -149.0 0 < h < 15 1 -22.9 -26.8 -31.1 -35.7 -40.6 -45.9 -51.4 2 -38.3 -45.0 -52.2 -59.9 -68.2 -77.0 -86.3 3 -57.7 -67.7 -78.5 -90.2 -102.6 -115.8 -129.8 Enclosed slope < 7° 15 < h < 20 1 -24.0 -28.1 -32.6 -37.4 -42.6 -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 20 < h < 30 1 -25.7 -30.2 -35.0 -40.2 -45.7 -51.6 -57.9 2 -43.2 -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 < h < 40 1 -27.1 -31.8 -36.8 -42.3 -48.1 -54.3 -60.9 2 -45.4 -53.3 -61.8 -71.0 -80.7 -91.1 -102.2 3 -68.4 -80.2 -93.0 -106.8 -121.5 -137.2 -153.8 Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report C40710.12.13-113 for FL16709-R3 Certificate of Authorization #9503 Revision 3: 01/26/2016 Prepared by: Robert Nieminen, PE-59166 Ap pendix 1, Page 3 of 14 F)o \•j TjtIM"ji I ERD 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 LAP WIDTH (INCH); X = MAXIMUM SIDE LAP FASTENER SPACING (INCH D.C.); Y = MINIMUM # 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 Center Rows No. (See Note 1) Type Fasteners Type Attach Type Attach Base Ply Cap (Psf) W X Y Z ^SYSTEM DESCRIPTION WRHZONE 1(FIELD AREA) ANCHOR SHEETATTACHMENi W-1 Min.19/32- inch plywood; See Note 1 Glasbase, All Weather Empire, Plexiglas Base, PolySMS or Ultra Poly SMS 32 ga., 1-5/8- inch dia, tin caps with 31 a. annular ring g g shank nails 3 8 3 8 Min. 1.5-inch ACFoam II, FlintBoard ISO, ENRGY-3, H-Shield or Multi -Max FA3 Hot asphalt, full coverage Min.0.25-inch DensDeck primed with ASTM D41 primer or DensDeck Prime Hot full full coverage BP -AA, SBS-AA, SBS TA or APP TA (Optional) BP -AA, SBS-AA, SBS-TA or APP-TA SBS-AA, SBS-TA or APP TA -52.5 SYSTEMW 1;ZONE2&3,PERIMETER' C kNERAREAANCHORSHEETATlACHMEN7 ; Ultimate Design Wind Speed — Vult (mph) Exposure Enclosure Roof Height (ft) Zane 120 ,-' , 130 140 150 160 170 180 X Y_ - Z X Y Z X y Z X Y 2 X 'Y'' *Z X Y Z X"'', Y aZ, -Z 0<h<30 2-Perimeters 8 3-; 8 8 3 8 8 —3 8 8 3 8 8 3 8- ' 8 3 8 8-- 3 _8 ' 3-Corners .8, ' 8 3 88 3` 8=' 7 3 7 6 =,3 2 6';" 7 4 7 6 '_ ' 4: 6" Open 30<h<40 2-Perimeters 8` .3 -8 _. 8 3 8 8 3 a 8 3 8 •8 3 8 _ 8 3 8 8,,, 3 - 8 3-Corners 8 ,3, :' :.8 .,, 8 3 8 : 7 '.3.- 7,, 7 3 7 7 4 6 4 6 7 0<h<30 2-Perimeters 8 3-' 8 8 3 8 ,. 8 ,3. 8— 8 3 8 8 3 8 8 3 8 7 3 =7 3-Comers ' '8. 3 8 ,, 8 3 8 7 $ 7 ,,, 6 3 6 7 _ 4 T_ 6 4 6 7, .. 5 T -.,. Enclosed 30<h<40 2-Perimeters 8 3 `- ' 8'' 8 3 8 8 3 8' • 8 3 8 8 — 3 8 .. 7 4 7 7' _ 4 7 3-Corners ' '8 3•� 8.. 8 3 8 7 3 7r 6 3 6 7.: 4 7, : 6 4 6 7' 5 _-7 0<h<15 2-Perimeters 8 3`- : 8 `; 8 3 8 8 3 'a-, 8 3 8 8 3 8` • 8 3 8 3 `. 3 8. 3-Corners -8 3_ `. '8` 8 3 8 7 3 7. 6 3 6 6 4 6 7 5 7 6_" 5 6 15<h<20 2-Perimeters ' 8 3; .. , 8-_ 8 3 8 8 "3 8 ;; 8 3 8 8' ,, 3 -8- 8 3 8 T 3 7, 3-Comers - 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, 8 .. 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 6r`. 6 4 6 7- 5 7. 6 1 5 6 N/A 30<h<40 2-Perimeters 8 3, " 8` 8 3 8 8 3. 8;': 8 3 8 8' - 3 S. 7 1 3 7 8. 4 8 3-Comers 7 A� - , • '7 6 3 6 7 4 7 '' 6 4 6 15, :' S 6' :: N/A N/A Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report C40730.12.13-R3 for FL16709-R3 Certificate of Authorization #9503 Revision 3: 01/26/2016 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 4 of 14 \I TRINITY I ERD TABLE 1(CONTINUED): WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF); SYSTEM TYPE A: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER NOMENCLATURE: W = MINIMUM SIDE LAP WIDTH (INCH); X = MAXIMUM SIDE LAP FASTENER SPACING (INCH D.C.); Y = MINIMUM If OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) -SYSTEMW-I; ZONE2.&3,PERIMETER&.CORNER AREA ANCHORSHj ATTACHMENT.,., Ultimate Design Wind Speed — V h (mph) Exposure Enclosure Roof Height (ft) Zane 120 130 140 150 160 170 180 X Y. i Z-, X Y Z X Y Z;' X Y Z X Y Z' X Y 2 X, Y Z' 2-Perimeters '8 - 3•. 8- 8 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 S. 8 3 8 8 3 8_' 8 3 8 7 3 7, 6 3 6 7- A w7 •- 15<h<20 3-Comers 8' 3, 8 7 3 7 6 3 - 6 7 4 7 7- S - `7 6 5 6 "N/A_ - C Enclosed 20<h<30 2-Perimeters 8 3'" 8` 8 3 a " 8 3 8 7 3 7 6 `a3 6';_ 7 4 7 6 4 6 3-Corners i. 7- 3. 7' 7 3 7 7- 4 7. 6 4 6 6 .:: 5 6'` _ N/A N/A ' 30<h<40 2-Perimeters �'8. 3p;... 8 '., 8 3 8 8. 3 8'': 7 3 7 6 ,..3' 6- 7 4 7 6-�•;i 3-Corners 7' - „ 3s , , 7' 6 3 6 7 _ 4 7' 7 5 7 6 - ,'- 5 6, N/A N/A .' o<h<15 2-Perimeters 8 3 a' 8, 8 3 8 8 3-. 8 ;" 8 3 8 8 3-Comers -7, 3n= 7 6 3 6 '7 4; I 7-'` 6 4 6 6" .5 6 6 5 6 N/A. 2-Perimeters 8. 3, , S..'' . 8 3 8 "8 3, 8 8 3 8 7.,---,3 T 7 3 7 8" 4 8 15<h<20 3-Corners 7 3' "" 7'6 3 6 ''. 7 4 7 r: 7 5 7 6;. `S 6` N/A Open 2-Perimeters 8, 3 8- 8 3 8 8 3' 8, `: 8 3 8 7 3 7 7 3 7 7, ` 4' :. 7 20<h<30 3-Corners 7 7..- 7 4 7 6 [4, 6*. 6 5 6 �'ti N/A N/A - N/A " 30<h<40 2-Perimeters 8 3--_ 8 8 3 8 8 .' 3 8 8 3 8 7 3 7 _ 8 4 8 8- 5, •, 8 3-Corners 6 3.- 6. ' 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 7 3 7 6 =; 3- 6 7 4 1 7 6 4 `.6 - 0<h<15 3-Corners 7 31 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 7 15<h<20 3-Corners 7 3 7 7 4 7 6, 4 6- 7 5 7 N/A N/A Enclosed 2-Perimeters ­8 3, : 8- 8 3 8 7 3 7 6 3 6 7 4 9 6 4 6 20 < h< 30 N/A 3-Corners 6 .3 6 7 4 7 7 5 7 6 5 6 N/A N/A 2-Perimeters 8 3. 8 7 3 7 7 3 7- , 7 4 7 7 30 < h <q0 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 l ERD Evaluation Report C40730.12.13-R3 for FL16709-R3 Certificate of Authorization #9503 Revision 3: 01/26/2016 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 5 of 14 C�3 , `J TRINITY I 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 No. (See Note 1) Base insulation Layer MOP (psf) Type Fasteners Attach Base Ply Cap SYSTEM DESCRIF,T or4 vm ZON'i ,(FIELD AREA),INSULATION ATTACHMENT r • - - - " - - - Min. 19 32-inch1.5-inch / (Optional) One or more la:erjs, ACFoam II, ENRGY 3, H- Fiintfast 3 in. Insulation Pattern #1(Optional) W-2 P I ood; See Note 1 an combination, loose laid, Y Multi -Max FA3or FlintBoard ISO Plates with FlintFast #12 1 per 2 ft2 SBS-SA SBS-SA SBS-SA -45.0 ed with FlintPrime or FlintPrime SA or#14 INSULATION ATTACHMENT, PATTERN REFERENCES: PATTERN #1: PATTERN #2: PATTERN #3: PATTERN #4: PATTERN #5: PATTERN #6: 1 per 2 ft2 1 per IAA ft2 1 per 1.33 ft2 1 per 1.14 ft2 1 per 1.00 ft2 1 per 0.84 ft2 1 1y +1 + + _ + -+- + + + + + + + f- 1+ + + } + + + +{+e ++++ + + T '4- �+ T T1 V�,`pymm� I ,„d `Onf + 'i' �- +Ty� /mil �S + + + p1� 1ppt + Ir + + O.IL 1T. + 1 1 + T + + LL + + + + a � + + + + + s + + + + `� N + + + + + + + N + + + + gLLN, e + + + 1 ^ N �p + + + f + + I + f + + + + + I + 1. I + + f" I + T 'I- T + + + L M + + jl 1 .J �1 t0!j �I ,o -ilboi!— .�l x It— "I' trZ m I.� L��If awl 3 spaces � I 72" '"'r u I._4 spaces Q 12" SYSTEMW2;ZONE,1-2&•3;;FIELD,:PERIIVIEI'ER&CORNERAREA .INSUTATION-ATTACHMENT:', "`• - -,..` - - _ - Roof Height Ultimate Design Wind Speed — V n (mph) Exposure Enclosure (ft) Zone - ' 120 130 140 150 160 170 =180 1-Field #1 #1 #1 #1 #i1 #1 #1 2-Perimeters #1: w #1 #1 7 #1 #1 -' #1 #1 0 < h < 30 3-Corners #1 ' #1 #2 #2 #4 #5 #5' B Open 1-Field #1 = #1 #1 - #1 #1 #1 #1 2-Perimeters #1 #1 #1 #1 #1 #1 12 30 < h < 40 3-Corners #1 #2 42 #3 #4 #5 #6 Exterior Research and Design, I.I.C. d/b/a Trinity] ERD Evaluation Report C40710.12.13-R3 for FL36709-R3 Certificate of Authorization #9503 Revision 3: 01/26/2016 Prepared by: Robert Nieminen, PE-59166 Ap pendix 1, Page 6 of 14 C��D TRININ + ERD TABLE 2 (CONTINUED): 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;'FIELD; PERINfETER $CORNER AREA INSULATION ATTACHNIEN7 Exposure Enclosure Roof Height N Zone Ultimate Design Wind Speed — V tt (mph) :' 120 :: :: 130 140 150 ".s160 ,. 170 B Enclosed 0 < h < 30 1-Field #1 #1 #1 .` . #1 ,. #1 #1' 2-Perimeters #1 , ; : , #1 ;, ,#f . ; _ . ,: #1 #Z #2 #2 3-Corners '. #1, #2 "'.#2 #3 #4 „ , #5 #6.' 30 < h < 40 1-Field 11 #1 ;#1 #1- itl_ . , #1- 2-Perimeters 2 #1- ' #1 <#1 #1 #2 #2 #3 3-Corners :41 #2 #2' #4 #5 #6 Open 0 < h < 15 1-Field #1 f #1 : f11; .. _ #1 #1 #1 2-Perimeters#1. :'` #1 #1 #1 r = •,#1 #2 ,; A #2,' 3-Corners #1 #2 #3 #4 #5 #6 N/A . 15<h<20 1-Field _.. #1=," s: #1 an _`#1:: _,. #1 ':#1 #1 ¢i1 2-Perimeters #1 ';. ' #1 ''#1 #1 " #2 #2 3-Corners #2 ',, #2 #4 #5 #5, _ #6 20 < h < 30 1-Field #1 #1 #1 ` #1 ' #1 2-Perimeters : -' - #1 : -. #1 `#11; , _ :; #1 _- #2 - t. _ #2 #3; 3-Corners f#2.: #3 r` #4 #5 -.#6 N/A NJA C 30<h<40 1-Field #1, , . #1 #1 #1 #1 #1 #1 . r 2-Perimeters t #1 #1 #1 #2 - #2 3-Corners #2 #4 #5 #6 N/A 0 < h < 15 1-Field #1 ' #1 �#1 #1 #1. , 41'-` 2-Perimeters #1-' ,. #1 #1- #2 Q. #3 : " '#4,-.,-,, , 3-Corners :#2 #2 #3 #4 #5 <' -. #6 15 < h < 20 1-Field '- _ #1 - #1 #1 #1 #1 #1' 2-Perimeters 41='°, #1 t2 #2 #2 #4 -_ #4'_ 3-Corners 42 #2 #4 #5 #6 #6 N/A Enclosed 20<h530 1-Field '41 ^. #1 -#1 #1 #1 ;u #1 #2' 2-Perimeters #1 . #1 #2 #2 #3.. #f4 #5 3-Corners #2'. #3 #4 #5 #6 N/A 30 < h < 40 1-Field ' ,: #1 #1 #1 ' ; #1 _ #1 #2 2-Perimeters :. . #1 #2 ­'#2 #3 #4 #5 #6 3-Corners #2:: #4 #5 :°, #6 N/A N/A N/A . Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization #9503 Revision 3: 01J26/2016 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 7 of 14 TABLE 2 (1 `J I RINITY I 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;,FIELD; PERIMETER & CORNER AREA MsuLknoO ArrACHMEIdT Exposure Enclosure Roof Height (ft) Zone Ultimate Design Wind Speed — V ft (mph) - 120 " . 130 140 " „ 150 160 - 170- D Open 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 #6 #t6 N/A N/A 15<h<20 1-Field #1 #1 #1 . F #1 #ii- . " #1 #1 2-Perimeters #1 .:, #1 #1 #2 11 #2. .. #2 .#4.. ` 3-Corners #2 #4 #5 #6 N/A N/A N/A,, 20 < h < 30 1-Field ` #1 -•° _ #1 #1 #1 #1 #1 #2 2-Perimeters #1- --. #1 #t3 #2 #2• - #3 v#4r 3-Corners #3 �y #4 #5' #6 ": N/A -- "~ N/A N/A �� = 30<h<40 1-Field -; #1 '_ ' °• #1 #1 , #1 #1 #1 " ' . #2 ;. 2-Perimeters #1:" `•' #1 #2 #2 #3 #4 #4 3-Corners =; #4 #5 #6 N/A N/A., N/A Enclosed O < h < 15 1-Field t#T = #1 #1 .- - #1 #1, #2 #2 2-Perimeters #1 . " .,-. #1 42 #2 f#4' #5 #5 3-Corners #2 -. > '' ` #4 "#5 #fi N/A N/A ' 15<h<20 1-Field #1 #1 #1' #1 #1 #2 #2 ` 2-Perimeters #1 #2 #2 #3 #4:' . #5 16 , 3-Corners : - #3 "'... • #4 #i5 - . - . #6 " - N/A N/A "N/A : •. 20<h<30 1-Field #1 °' . #1 #t"' #1 #Z #2 #2 2-Perimeters _ -. #1 #2 #2 #4 #5 #5 #6 3-Corners :'_- #3 #5 #6... #6 N/A N/A N/A 30 < h <40 1-Field #1 . #1 #1 #1 #2 #2 NIA` 2-Perimeters #2 #2 #3 #4 #5 #6 3-Corners '44 _- #5 #6 N/A N/A, N/A Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate ofAuthori2ation #9503 Revision 3: 01/26/2016 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 8 of 14 TRINITY ERD TABLE 3: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER; SYSTEM TYPE D: INSULATION, MECHANICALLYATTACHED BASE SHEET, BONDED ROOF COVER NOMENCLATURE: W = MINIMUM SIDE LAP WIDTH (INCH); X = MAXIMUM SIDE LAP FASTENER SPACING (INCH D.C.); Y = MINIMUM # OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) Insulation Layer(s) Base or Anchor Sheet Roof Cover System Deck Attach MDP At Lap Staggered Center Rows(s) No. (See Note 1) Type Attach Base Fasteners Ply Cap (Psf) W X Y Z SYSTEM DESCRIPTION WITH ZONE 1(FIELD AREA), BASE, SHEET ATTACHMENT W-3 Min. 15/32- inch plywood; See Note 1 Min. 1.5-inch, One or more layers, any combination Prelim. Attach Glasbase; Plexiglas; Flintlastic Base 20; Poly SMS Base, Ultra Poly SMS Base; Yosemite Flintfast 3 in. Insulation Plates with FlintFast #12 or 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; ZONEZ.& 3, PERISt CORNER AREA BASE SHEET ATTACHMENT : ; r. " Ultimate Design Wind Speed — V n (mph) Exposure Enclosure Roof Height (n) Zone 120 :. 130 14' 150 160 170 "y180 4.X Y ,;:.' 2 _ X Y Z Y Z- - X Y Z X Y Z X Y Z X Y -Z , 0<h<30 2-Perimeters 3:� �_ 6;°` 6 3 6 '`6 3`. 6, 6 3 6 6• "3 6 `" 6 3 6 6'- 3, '�_'6: 3-Corners 6 3,1 - .6 6 3 6 6- 3 6 6 3 6 6 ':3 6`, 6 3 6 6 3 _ 6 Open 30<h<40 2-Perimeters , -6 3 6: 6 3 6 6 3- 6 ,= 6 3 6 6"-. 3 .6,.' 6 3 6 3-Comers 6 3:: 6- 6 3 6 6 ' 3 6--` 6 3 6 6 3' 6,11 6 3 1 6 6 3.. 6 B 0<h: 30 2-Perimeters ," 6 3. , 6 6 3 6 6. 3 6 <' 6 3 6 6' 3 6 6 3 6 6 3' 6 3-Corners ..,6 3';: -6 6 3 6 6 3 6-'. 6 3 6 6, ' 3 - '6 -. 6 3 6 6 3' "-6 Enclosed 30<h<40 2-Perimeters - 6 3 6- 6 3 6 6 3, 6 6 3 6 6 3 '6 6 3 6 6 3 6 3-Corners 6 3 -6' 6 3 6 6: -. 3 6 6 3 6 6 ', "3 • 6;! 6 3 6 6 3 6 0<h<15 2-Perimeters 6 .3,; 6 6 3 6 6 3, 6: 6 3 6 6, 3 6 6 3 6 6 3 6 3-Corners ,' y6 3 `. 6 -' 6 3 6 6 3 6; 6 3 6 6 3 6:,.. 6 3 6 7; 4 7. 15<h<20 2-Perimeters 6 3,, _ 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6' 3 6 3-Comers .. 6 3- 6. 6 3 6 6 4 6°.- 6 3 6 1 6 -3 " 6= 6 3 6 7--' 4'. _. 7 C Open 20<h<30_ 2-Perimeters 6 '3 6 6 3 6 6- 3 6. 6 3 6 6 3 .6 6 3 6 b 3 6 3-Corners 6 3 6 6 3 6 6 3 •, 6 6 3 6 6. `. 3 6 7 4 7 6 4 6 30<h<40 2-Perimeters , `6, 3=' '{ 6 6 3 6 6 3 6- 6 3 6 6; ;" 3 6" 6 3 6 6 ..: 3 ;6 3-Corners 6 3'=•_ „ 6 1 6 1 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 I ERD Evaluation Report C40730.12.13-R3 for FL36709-R3 Certificate of Authorization #9503 Revision 3: 01/26/2016 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 9 of 14 �j � RINIn I ERD TABLE 3 (CONTINUED): 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); X=MAXIMUM SIDE LAP FASTENERSPACING (INCH O.C.); Y = MINIMUM # OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH D.C. 'SYSTEM IN4; ZONE 2:& 3; PERIMETER & CORNER AREABASE SHEETATTACHMENT Ultimate Design Wind Speed — %it (mph) Exposure Enclosure Roof Hefight Zone 120. - 130 140 150 160 170 180 ' �X Y`"" Z X Y 2 X. ;Y . Z X Y Z X, Y Z'^` X Y Z2�- 0<h<15 2-Perimeters :'6 3 6 6 3 6 6 3 6 6 3 6 6 3 6. 6 3 6 6j 3 6' 3-Corners .,4;6, 3,, 6 6 3 6 6 3- 6- 6 3 6 6 3 6 6 3 6 7, `;: 4 s7 15<h<20 2-Perimeters 6 3' 6" : 6 3 6 6 3, 6`. 6 3 6 6 $ 6' 6 3 6 6- 3 ,- 3-Comers 6 31,.. ,6 •` 6 3 6 6 . 3 &' 6 3 6 6 3 6..: 7 4 7 C Enclosed 20<h<3077 2-Perimeters '6 3,', 6 :. 6 3 6 6 3 6, °; 6 3 6 6 -3 `6;'-' 6 3 6 6' 3-Comers 6 3-, 716 :: 6 3 6 6 3,' 6 'n. 6 3 6 6 3 6= 7 4 7 6; ;, . 4" 6, 30<h<40 2-Perimeters 6 3; -6 °' 6 3 6 6 3-`. 6 6 3 6 6 :3, 6';; 6 3 6 3-Comers 6 3'' 6 6 3 6 6 3 61_ 6 3 6 7 4 7,-- 6 4 6 7" 0<h<15 2-Perimeters 6 - 3' 6- := 6 3 6 6 x 3, 6� i 6 3 6 6"` 3 6E a 6 3 6 6.- .. 3 , 6. 3-Corners 6 3' 6 6 3 6 6 3 6 `, 6 3 6 6 B 5'' 7 4 7 6, 4 -''b.' 2-Perimeters - .6 3, ; 6 6 3 6 6 3 6 ',' 6 3 6 6. .'':3 6 6 3 6 6` 3 =•-6 ` 3-Corners -6 -3,-. .6- „ 6 3 6 6 3 6;_ 6 3 6 7 ,4 7`' 6 4 6 7' S 7` Open 20<h<30 2-Perimeters 6 3. 6 6 3 6 6 3 6 r 6 3 6 6 3 6 6 3 6 6 3 6 3-Corners =, 6 3'' - 6; ' 6 3 6 s 6, 3, 6- 6 3 6 7 4 7 `� 6 4 6 6 5 r6` 30<h<40 2-Perimeters 6 3, `' 6 6 3 6 6 3'- 6 ,' 6 3 6 6 3 `6 6 3 6 6 -3 6 3-Comers :'6 3 ;, :` 6 6 3 6 6 3' 6-<". 7 4 7 6 `4 6,, 6 4 6 6' ` 5 6 D 0<h<15 2-Perimeters 6 Y- 6 6 3 6 6 3 6 6 3 6 6 .3 '. 6 6 3 6 6., ' 3 r 6 3-Comers 6 3 ;' 6, 6 3 6 6 .3 • �6 , 6 3 6 7 4 :7 6 4 6 6` .: 4 .: 6 15<h<20 2-Perimeters 6 3:' 6" 6 3 6 6 3 fi' " 6 3 6 6 3 6.` 6 3 6 6- 3 6' 3-Corners ;, 6 &` -. 6 6 3 6 6 3- 6 6 3 6 6 ---4 6 ' 6 4 6 6. 5 6 Enclosed 20<h<30 2-Perimeters "' 5 3 6. 6 3 6 6. _. 3' 6 6 3 6 6 : 3 6, 6 3 6 6 3 6 3-Corners 6 3-;, 6 6 3 6 6 3 6- 7 4 7 6 4 -6 6 4 6 6 30<h<40 2-Perimeters 6 3, 6 6 3 6 6 ;;r 6 3 6 66 3 - "6 6 3 6 7•`. 4 7" 3-Comers 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, I.I.C. d/b/a Trinity I ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization #9503 Revision 3: 01/26/2016 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 10 of 14 CYO \J TRINITY i 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 LAP WIDTH (INCH); X = MAXIMUM SIDE LAP FASTENER SPACING (INCH D.C.); Y= MINIMUM # OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) Base Sheet Roof Cover System No. Deck (See Note 1). Base Fasteners Attachment My Cap MDP (psf) At Lap Staggered Center Row(s) W X Y Z SYSTEM DESCRIPTION WITH ZONE 1(FIELD AREA):BASE SHEET ATTACHMENT W-4 Min. 19 32-inch / plywood; See Note 1 Flintlastic SA NailBase 32 ga.,1-5/8-inch dia. tin caps with it ga. annular ring shank nails 2 g 3 S 5q (Optional) 585- SBS-SA -60.0 ,SYSTEM W-4; ZONE 2 & 3; PERIMETER &'CORNER AREA BASE SHEET- ATTACHMENT N. Ultimate Design Wind Speed - V n (mph) Exposure Enclosure Roof Height (�) Zone 120 130 140 ISO �160 170 .180 X Y: Z°: X Y Z X _ Y 2 X Y 2 X Y Z X Y Z X` Y_ -..Z 0<h<30 2-Perimeters 8 ,3: 8 %; 8 3 8 8 3 a" ' 8 3 8 8 3 _ 8 8 3 8 8` 3-Comers 8 -3., Sr 8 3 8 ' S '3 '-.8 8 3 8 7 3 7- 6 3 6 5' 4 "5' . Open 30<h<40 2-Perimeters -8 3' 8 8 3 8 8 3 8 8 3 8 8" - 3 8, 8 3 8 8- 3 8 3-Comers ' .8 3'. _ 8 8 3 8 8 3 8: 7 3 7 7 ,3,' 7 _ . _ 5 4 5 S_. 4, S r: 0<h<30 2-Perimeters 8- -; 3 8 8 3 8 8 3 8: - 8 3 8 8 ': 3, 8 8 3 8 8 3-Comers ',9 , 8, 8, 8 3 8 8- ,..,3' m 8 8 3 8 7-: 3. 7 5 3 5 4 3 4 .; Enclosed 30<h<40 2-Perimeters 8 3" " S' 8 3 8 8 ' 3 ., -8 . 8 3 8 8; 3 " 8 8 3 8 8. 3 8 3-Comers 1-8 3 -. 8 8 3 8 8 3" ' 8 7 3 7 "S ...`3 5 4 3 4 4' -3- 4 0<h<15 2-Perimeters 8 3- 8 8 3 8 8 3 8 8 3 8 8;' 3 8 8 3 8 8 3 8 3-Corners - S 3° 8. ° 8 3 8 8 3. 8. 7 3 7 '5 4 5 5 4 5 15<h<20 2-Perimeters 8 3 8.. 8 3 8 8 3 .8 8 3 8 8.' 3 8 8 3 8 8 3. ` 8 . 3-Corners .. 8 ... 3- H., 8 3 8 7 3 7_ 6 3 6 S; 4 S 5 4 5 5 5 5 C Open 20<h<30 2-Perimeters =8 ,3 8' , 8 3 8 8 3 8 8 3 8 .8 3 8 8 3 8 1 3 7' 3-Corners -8 3 ` 81 7 3 7 7 3 7 5 4 5 5 4 5 5 5 5 4, 5 4' 30<h<40 2-Perimeters 8 3 8 8 3 8 8' . -3' -8 8 3 8 8, 3 8 8 3 8 6' 3' �` 6, 3-Comers 8 3` 8. , 7 3 7 -6 3 6 5 4 5 5-' S 5 4 5 4 4 5' 4 Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report C40710.12.13-R3 for FL16709-113 Certificate of Authorization #9503 Revision 3: 01/26/2016 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 11 of 14 \1 TRINIIYIERD 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 LAP WIDTH (INCH); X = MAXIMUM SIDE LAP FASTENER SPACING (INCH D.C.); Y = MINIMUM # OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) - SYSTEM W-4; ZONE 2 ii 3; PERIMETER & CORNER AREA: BASE SHEET ATTACHMENT.., Ultimate Design Wind Speed — V„ g (mph) Exposure Enclosure Roo(ft,ight Zone 120 130 340 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 0<h<15 2-Perimeters 8 3. 8.1.` 8 3 8 8- 3 -8 8 3 8 8-`'' .3 °. 8 8 3 8 7° 3 7 3-Corners 8 38 8 3 8 7 9 `-7 6 3 6 4 3" _4 4 3 4 4 4` _ 4` 15<h<20 2-Perimeters -8 .3, . 8 8 3 8 8 ";3 8- 8 3 8 8 , 3 8 7 3 7 5" 3- 5 3-Corners 8° 3, 8.` 8 3 8 7 3, 7 5 3 5 4 '; & 4 4 1 3 1 4 4` 4' 4.7- C Enclosed 20<h<30 2-Perimeters ",a 8 3 8 8 3' 8' 8 3 8 7_, 3• ,7 .'. 7 3 7 5` 3 5_ 3-Corners -8 3•.. 8y,, 7 3 7 6, :,3 6.: 4 3 4 4_ .3 4=• 4 4 4 4, ,: 5 30<h<40 2-Perimeters 8 '-3- 8;-. 8 3 8 8 ',3 8: 8 3 8 7'-: 3 •-7 - 5 3 5 4' 3, 4- 3-Corners .18 -3: -' 7 3 7 5 3, , 5 , 4 3 4 4 ^. , 4. 4 4 4 4 0<h<15 2-Perimeters 8 3' S 8 3 8 8 `3 `"8 8 3 8 8 3 8 8 3 8 6 3 6 3-Corners .`-8 3-. - 8= 7 3 7 6 3 6-.: 5 4 S 5 5. 5 4 5 4 15<h<20 2-Perimeters 8 3 8' 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 5 3..- 5, 3-Corners 8 3` .81, 7 3 7 6- 4`. °_ '6 5 4 5 57; - 5 5 4 5 4 4; 5 4'' Open 20<h<30 2-Perimeters 8 3 8- 8 3 8 8 3 81 8 3 8 8 3- -8 6 3 6 6 4' 6' 3-Corners '';8 ,3 8',,, 6 3 6 5. .4- 5 -- 5 4 5 is 5 30<h<40 2-Perimeters 8, 3. 8 8 3 8 8 3• $ 8 3 8 8' 3 8 7 4 7 6 .-4 6 3-Corners ; 7, --3- 7' 6 4 6 5 4 5.. 5 5 5 4` 5''` 4 4 5 4 4'' -6 4- p 0<h<15 2-Perimeters 8 3. a 8. 8 3 8 8 3 8. 8 3 8 7 3 : 7- 5 3 5 4 3 4 3-Corners 8' -3- 8` 7 3 7 5 3 5 4 3 4 4{ 3 4- 4 4 1 4 4 5 -4 15<h<20 2-Perimeters '._ 8 3- 8.: 8 3 8 8 3 '8, 8 3 8 7, 3 7 3-Corners :81 7 3 7 6 3-, 6 5 3 5 4 4 4 4 5 4 4 5 4` Enclosed 20<h<30 2-Perimeters '8 3, 8' 8 3 8 8 :3 ,8 7 3 7 sr 3 ` 5 4 3 4 4 3-.-. 4- ,. 3-Corners 7 3 7 5 3 5 4 3 -4 4 3 4 4' 4 4 4 5 4 4 6�_ 4 30<h<40 2-Perimeters `8 3: 8 8 3 8 8 3. 8' 7 3 7 4 3, 4 << 4 3 4 :N/A 3-Corners 7 3 7s . 4 3 4 4 •3 4 4 4 4 4 5' 4 4 5 4 Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report C40710.12.13-113 for FL16709-R3 Certificate of Authorization #9503 Revision 3: 01/26/2016 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 12 of 14 'mil TRINITY I ERD 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 LAP WIDTH (INCH); X = MAXIMUM SIDE LAP FASTENER SPACING (INCH D.C.); Y = MINIMUM # OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) Base Sheet Roof Cover System No. Deck (See Note 1) Base Fasteners Attachment Ply Cap MDP (psf) At Lap Staggered Center Row(s) W X Y Z SYSTEM DESCRIPTION WITH ZONE 1(FIELD AREA) BCE SHEET ATTACHMENT _ W-5 Min.19/32-inch plywood; See Note 1 Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS Base; Ultra Poly SMS Base; Yosemite 32 ga.,1-5/8-inch dia. tin caps with 11 ga, annular ring shank nails 4 8 3 8 BP -AA, SBS-AA SBS-TA or APP- TA SBS-AA, SBS-TA or APP-TA -60.0 ,SYSTEM W-5; ZONE 2 & 3, PERIMETER & CORNER AREA'_BASE SHEETATTACHMENT Ultimate Design Wind Speed — V It (mph) Exposure Enclosure Roof Height (ft) Zone - 120; 130 140 150 = - 160 170 180 'X Y' .Z. X Y Z "X Y, Z '' X Y Z X Y 2..' X Y Z .X Y `Z"''' 0<h<30 2-Perimeters 8 3--- '.8 8 3 8 8 3`.' 8 `' 8 3 8 8 3 8' 8 3 8 8 3 8., 3-Corners c,-8 3'- =, 8--. S 3 8 S" 3 8 8 3 8 7`; _ ._ 3 =7 6 3 6 5 -4 = .5 Open 30<h<40 2-Perimeters ` 8 -3 , =`.8' 8 3 8 8 3' .8-1-- 8 3 8 8 _ 73 ,8- 8 3 8 8" 3 8- 3-Corners -",8 '3 .8 8 3 8 8 3' `8 ` 7 3 7 6 3• '6_ 5 3 5 5, 4 5 0<h<So 2-Perimeters 8. : 3 8 8 3 8 8 3" 8: 1 8 3 8 8. 3 8= 8 3 8 8 3' "a 3-Corners „8 .3 8 .' 8 3 8 8. 3 8" 7 3 7 6- 3 6`;. 6 3 6 4 3 4. Enclosed 30<h<4o 2-Perimeters 8 3 : 8 8 3 8 8 ' 3-,, -8— 8 3 8 8,, 3 8 8 3 $ 7 3.: -7 3-Corners 8 =' 3' 8 8 3 8 8 3 -= 8`,' 7 1 3 7 6' , 3' 6 4 3 4 4 3 4 0<h<15 2-Perimeters 8 .-3' 8, 8 3 8 8- 3- " 8; 8 3 8 8°.,- 3: 8:.. 8 3 8 8 .,' 3 8. 3-Corners 8 3 8 8 3 8 7 3 ° 7- 6 3 6 5; 3'. .[5 5 1 4 1 5 4 4- ': -4 15<h<20 2-Perimeters :-,8 3 8 8 3 8 8 3. 8' ' 8 3 8 8, 3 8- 8 3 8 8 3 'S 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 20<h<30 2-Perimeters . 8 3 8 8 3 8 8. - 3 8 °' 8 3 8 8 3,' a. 8 3 8 7- 3 7, 3-Corners 8 3 ,' ''. 8 7 3 7 6 3" 6 5 3 5 5 4__ 5, 5 5 5 30<h<40 2-Perimeters . 8 „3 8 8 3 8 8 3 8.." 8 3 8 8 -3 8 S 3 8 ,7 3 7 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, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report C40710.12.13-R3 for FL36709-R3 Revision 3: 01/26/2016 Appendix 1, Page 13 of 14 `J TRINITY J ERD TABLES (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 LAP WIDTH (INCH); X = MAXIMUM SIDE LAP FASTENER SPACING (INCH O.C.); Y = MINIMUM # OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) SYSTEM W-5; ZONE 213;.PERIMETER & CORNER AREA`BASE SHEET ATTACHMENT: Ultimate Design Wind Speed — V„K (mph) Exposure Enclosure Roof Height (ft) Zone 120 '_ 130 "0 = 150 160 170 -- ISO X : Y. Z X Y Z X ...Y' Z Z, X Y Z - X' Y 2. •,` X Y Z X ,_Y 0<h<15 2-Perimeters 8 3 - 8 ,. 8 3 8 -8 3: 8, -:; 8 3 8 8 3 8. 8 3 8 ,7_ 3 7." 3-Corners 8 _ 3- `: 8 8 3 8 7. " "3 -_ 7 °. 6 3 6 5 3_ . 5 4 3 4 `=4 4 -'4 15<h<20 2-Perimeters 8 ':3 ,` 8, S 3 8 8 3, 8 8 3 8 8 a 3 ., 8' : 7 3 7 6, 3 6, 3-Corners 8 3- , 8 8 3 8 7 3' 7 6 3 6 4 3 4: 4 1 3 4 4': 4 r 4' C Enclosed 20<h<30 2-Perimeters 8 3 8 8- 8 3 8 7, $ T" 7 3 7 6' :. 3 6 -' 3-Corners .' 8 "-3., 7 3 7 = 6 3: 6- 5 3 5 4 y, .' 3 4 ',,. 4 4 4 4' 5 ;4 .: 30<h<40 2-Perimeters 8' 3" 8:= 8 3 8 8 3, 8 '= 8 3 8 7 , 3 .' 7' - 6 3 6 5 r 3 ST 3-Corners ' =''8- 3: '-8:'' 7 3 7 6 3-' 6 4 3 4 4 3 4'- ` 4 4 4 4 5 4' 0<h<15 2-Perimeters 8 3` `:.8 8 3 8 8 3 8" 8 3 8 8 8 8 8 3 8 7 3 • 7 3-Corners ­8 -3 -'8 7 3 7 6 3 6' 5 4 5 5; 4- 5 4 5 4 4 5 `;4- 15<h<20 2-Perimeters "- ��'8 " 8 3 8 `8 3, 8 1: S 3 8 8 - " .3- , 8 ' 8 3 8 7 , '" 3 ; .7' 3-Corners 8 3- ` „z-,,8 _ 7 3 7 6 -3 6 " 5 4 5 5_, , ,'5' - 5. _ 4 5 4 4, ' 6. 4, .: Open 20<h<30 2-Perimeters 8 .• 3- , 8' 8 3 8 8 31 8: -, 8 3 8 8" '3 8 7 3 7 6 4 6 3-Corners 7.- 3 7: 6 3 6 5 ;4;: 5`-' 5 4 5 5 6^` - 5°' 4 6 4 4 <' . 6 `;`4.. 3o<h<40 2-Perimeters 8 -3` 8 8 3 8 8 3' 8 8 3 8 8: 3' 8' 7 4 7 6 4 6. 3-Corners 7 3 7_ 6 3 6 5' 4` 5:--' 4 4 4 - 4 5 4_ 4 6 4 N/A ' D 0<h<15 2-Perimeters •, :8 ':3-. ',. 8- 8 3 8 8. 3' 8"° 8 3 8 ] : 3 7' 6 3 1 6 jS -, t 3' : 5, 3-Corners "'8 3' =:8 7 3 7 6 3 6 4 1 3 4 4 3 A 4 4 4 4 5 4 15<h<20 2-Perimeters '.'8 3. ' 8' 8 3 8 8 3- 8 8 3 8 7 3 7' 6 3 6 4 3 `4 3-Corners 8 3 8 7 3 7 .6 , 3 6 5 3 5 4°. -. 4 4;- 4 5 4 4, 5, Enclosed 20<h<30 2-Perimeters -8 - 3 8 8 3 8 8 3 8'' 7 3 7 6; 1 3 61 5 3 5 '4 3 4 3-Corners '7 3' `7` 6 3 6 4 8- 4 4 3 4 4-.- 4 4 4 1 5 4 4 6• _ 4 30 < h< 40 2-Perimeters 8 3- 8 8 3 8 8 3. 8, 7 3 7 6 '- 3 6; , 4 3 4 / 3-Corners 7 3 7 6 3 6 4 3 4, 4 4 4 4. 5- 4 4 5 4 Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization #9503 Revision 3: 01/26/2016 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 14 of 14