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HomeMy WebLinkAboutProduct Approval - Modified Bit Florida Building Code Online File C 'Y10:22 PM Business . Professional Regulation SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search ba _ ,j')Product Approval �w USER:Public User Product Approval Menu>Product or Application Search >Application List>Application Detail • • 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) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harper mark.d.harner@saint-gobain.com Technical Representative Mark Harner 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 03/29/2020 Validated By John W. Knezevich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL16709R3M2016 O1_COI_Nieminen.p-df Referenced Standard and Year(of Standard) Standard Year ASTM D6162 2000 Florida Building Code Online 7/27/17,10:22 PM ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 ASTM D6509 2009 FM 4470 1992 FM 4474 2004 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/04/2016 Date Validated 02/15/2016 Date Pending FBC Approval 02/17/2016 Date Approved 04/12/2016 Summary of Products 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_93_II_2016_Q1_FINAL_A1_ER_CERTAINTEED_M DBIT_FL167 - Approved for use outside HVHZ:Yes R3.Ddf 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_ I FINAL_ER_CERTAINTEED MODBIT FL16709- pressure for one particular assembly for use in R3.Ddf 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. 0 Contact Us::2601 Blair Stone Road.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 mail 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: Credit Card Safe TRINITY 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 5 Wood New,Rerpof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 13-14 The fdbwli 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 FBS requirements to the satisfaction Of the AFIJ. 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 OA requirements of F.A.C.Rule 611 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. TABLE A:CERTAINTEED FLwTIAsTlcs MODIFIED BITUMEN COMPONENTS&APPUCATION METHODS Reference Layer Material Application BP-AA Base Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 (Base and Ply sheets,Asphalt- Ho[asphalt at 20-401bs/square Applied) Ply Flintglas Ply Sheet Type IV;Flintglas Premium Ply Sheet Type VI 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 Pi SMS Base (SBS,Asphalt-Applied) Flintlastic Cap 30;Flintlastic Cap 30 CoolStar,Flintlastic FR Cap 30;Flintlastic FR Cap 30 Coo SW;Flintlastic FR Dual Cap; Hot asphalt at 2D-40 lbs/square Cap Flintlastic FR-P;Flintlastic FR-P CoolStar;Flintlastic Premium FR-P;Flintlastic Premium FR-P CoolStar;Flintlastk:GMS; Flintlastic GMS CoolStar;Flintlastic Premium GMS;Flintlastic Premium GMS CoolStar Base Flintlastic Base 20 T;Flintlastic FR Base 20 T SBS-TA Ply Flintlastic Base 20 T;Flintlastic FR Base 20 T Torch-Applied (SBS,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,LLC.d/b/a Trinity ERD Evaluation Report 040710.12.13-R3 for FL16709-R3 Certificate of Authorization 09503 Revision 3:01/26/2016 Prepared by: Robert Nieminen,PF 59166 Appendix 1,Page 1 of 14 TRINITY ERD TABLE A(CONTINUED):CERTAINTEED FLIMLASnCe MODIFIED BITUMEN COMPONENTS&APPLICATION METHODS Reference LayerMaterial Application App-TA Base Flintlastic APP Base T;Flintlastic STA;Flintlastic STA Plus (APP,Torch-Applied) Cap Flintlastic STA;Flintlastic STA Plus;FlintWstic GTA;Flintlastic GTA CooStar;Flintlastic GTA-FR;Flintlastic GTAFRCool Star Torch-Applied Base Flintlastic SA PlyBase;Flintlastic SA Mid Ply SBS-SA ISBS,Self-Adhering) Ply Flintlastic SA PlyBase;Flintlastic SA Mid Pty Self-Adhering Cap Flintlastic SA Cap;Flintlastic SA Cap CooStar;Flintlastic SA Cap FR;Flintlastic SA Cap FR CoolStar 8. "MDP"=Maximum Design Pressure is the result of testing for wind bad 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 S2.4*for open buildings and unobstructed flow for open buildings,as defined in ASCE 7-10. TABLE B:Roof InA0011EG DESIGN PRESSURES,ALLOWABLE STRESS DESIGN,PASO(PSF) Exposure Enclosure Roof Height(ft) Zone Ultimate Design Wind Speed-V,n(mph)-FBC Fig ures 1609A,16096 or 1609C 120 130 140 150 160 170 180 1 -12.7 14.9 -17.2 -19.8 -22.5 -25.4 -28.5 Open 0 c h c 30 2 -19.4 -22.7 -26.4 -30.3 -34.4 -38.9 -43.6 slope<2.4' 3 -36.0 14.6 -51.7 -S9.4 -67.5 -76.2 -85.5 unobstructed 1 -13.7 -16.1 -18.7 -21.5 .24.4 -27.6 -30.9 flow 30<h c 40 2 -21.0 -24.7 -28.6 -32.9 -37.4 -42.2 .47.3 8 3 11.2 18.4 -56.1 -64.4 -73.3 -82.8 -92.8 1 -15.5 -1&2 -21.1 -24.3 -27.6 -31.2 -34.9 0<It<30 2 -26.1 -30.6 -35.5 40.7 -46.3 -52.3 -58.6 Enclosed 3 -39.2 16.0 -53.4 -61.3 -69.7 -78.7 -88.2 slope c 7- 1 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 30<h<40 2 -28.3 -33.2 -39.5 -44.2 -50.3 -56.8 -63.7 3 12.6 -50.0 -58.0 -66.5 -75.7 -gS.S -95.8 1 -15.4 -18.0 -20.9 -24.0 -27.3 -30.9 -34.6 0<h<15 2 -23.5 -27.6 -32.0 -36.8 41.8 17.2 -52.9 3 16.1 -S4.1 -62.8 -72.1 -82.0 -92.6 -103.8 1 -16.3 -19.1 -22.2 -25.4 -28.9 -32.7 -36.6 Open 15<h c 20 2 -24.9 -29.2 -33.9 -38.9 -44.3 -50.0 -56.0 C slope<2.4- 3 48.8 -573 -66.5 -76.3 -86.8 -98.0 -109.9 unobstructed 1 -17.7 -209 -24.1 -27.7 -31.5 -35.6 -39.9 flow 20<h c 30 2 -27.1 -319 -36.9 -42.4 18.2 -54.4 -61.0 3 -53.2 -62.4 -72.4 -83.1 -94.6 -106.7 -119.7 1 -18.8 -211 -2S.6 -29.4 -33.4 -37.8 42.3 30<h<40 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 HERD Evaluation Report 040710.12.13-R3 for FL16709-R3 Certificate of Authorization#9503 Revision 3:01/26/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 14 � m� e w vn � � n •^ w ,N, � m ,T.Y •Y�3W.T.1^ .�-ly '<1n-P It, I.?T � �v Z � $ 1� ppo n N O �rI r T T Cb q T 0 m•-I n r b r �T N� U n vi n I.i wi,y r of vi y°•$�IT L 6 E _ pig � 3 7 a m p ut O f N T m 0 0 m •+ O ti Y1 T N n m m V1 q'^n OI n f m v1 of m O m mo m n N h N•-i 3 .. ry1. Mv, R,���� M�a� ��pR�aTSiX� �, � � �.;� ,� � $,�oyrg � m 0 N Y Y .q O IV b IC S m n n p n m 0 m .� b n m m n n O O.I'!N N IO n V O m N m m 0 y�111 YI N IG b OJ T N O O e�N m N Y N i0 m 10•-�p Q '1 N 7 1�IV� �N q n •N/� h n m� n N$ 1� N � OP i1.1 �O�1 T Y1 1�T Y1 00 m J1 m�V•1� � a z ee tiQ�rT vim a .+a a m ut •o OI.Im 'R C a n n Non nT T MI PS n YI 111 OI 0�1 YI IV y Ih Vt �1 T YI fV YI ♦I�NI•1j 011� N 19 Od f` rl G po 1C III g 14 O f ery OI b N O 1e1 pO n vt pa .,m pp to mN T uq1 17!Iq O ty O'I m Oi m n O Ipn n N O.-1♦ • rI T g N M N ry iA N 1.1 ✓� IV N'1 N N N I'I1 N MI 1 N wt Uni rv $ •D N v 1 N 1� N N T N N N T n N T N N T za m •-• ry m .v N m ti N T N ry T •-1 N T •-1 N m n N m .+ N Y R A S R S o L L L L w =Y v v z 0 � o c F �YyyyS U� TRINITY 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 R OF STAGGERED CENTER ROWS;Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) Anchor Sheet Base Insulation Top Insulation Roof Cover System Deck Attach Staggered MDP No. (See Note 1) Type Fastener At Lap fl Center Rows Type Attach Type Attach Base Ply Cap IDs W I X Y I Z SYSTEM DESCRIPTION WITH ZONE 1(FIELD AREA)ANCHOR SHEET ATTACHMENT: Glasbase,AI! 32 ga.,1-5/8- Min.1.5-inch Hot Min.0.25-inch Hot BP-AA, (optional) Min.19/32- Weather Em Dire. •tach dna tin ACFoam ll, asphalt, DensDeck primed asphalt SBS-AA, 8P-AA, SBS-M, W-1 inch ptywood. Flexiglas Base, caps wah 11 3 8 3 B FlintBoard ISO, with ASTM D41 SBS-AA, SBS-TAor -52.5 See Note 1 Po SMS or full full SBS-TA or N gI annular ring ENRGY-i-Max FAIL coverage pruner or DensDeck coverage APP-TA SBS 7A or APP-TA Ultra Poly SMS shank nails or Mufti-Max FA3 Prime APPTA SYSTEM II ZONE 2&3;PERIMETER&CORNER AREA ANCHOR SHEET ATTACHMENT: Ultimata Design Wind Speed-V„,,(mph) Exposure Enclosure Rooflft Ieht Zone IIO 130 180 ISO 180 170 180 X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z 2-Perarmeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 B 3 8 8 3 8 0<h<30 3-Comers 8 3 6 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 Open 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 83 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-Perkrmeters 8 3 8 8 3 8 8 3 8 8 3 8 i 3 8 8 3 8 7 3 7 0<h<30 3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 7 5 7 Enclosed 2-Pertrmeters 8 3 8 8 3 B 8 3 8 8 3 8 8 3 8 7 4 7 7 4 7 30<h<40 3-Comers 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 7 5 7 2-Perkneters 8 3 8 8 3 9 8 3 8 8 3 8 8 3 8 8 3 9 8 3 8 O<h<15 3-Comers 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 9 3 8 7 3 7 15<h<20 C � 3-Corners 8 3 8 7 3 7 6 3 6 7 0 7 6 4 6 6 5 6 6 5 6 2-Perkneters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 70<h<30 3-Comers 8 3 a 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 a 3 8 8 3 8 7 3 7 8 4 8 30<h<10 3-Comers 7 3 7 6 3 6 7 4 7 6 4 6 6 5 6 N/A N/A E Xterior Research and Design,U.C.d/b/a Trinity ERD Evaluation Report C40710.12.13at3 for FL16709-R3 Certificate of Authorization 119503 Revision 3:01/26/2016 Prepared by:Robert Nleminen,PE-59166 Appendix 1,Page 4 of 14 TRINITY 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 O.C.); Y=MINIMUM 0 OF STAGGERED CENTER ROWS;2=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) SYSTEM W-1;ZONE 2&3;PERIMETER&CORNER AREA ANCHOR SHEET ATTACHMENT: Ultimate Design Wind Speed-V„I,(mph) Exposure Enclosure RoofHeight Zone 120 130 140 150 160 170 180 K Y z K Y z X Y z X Y z X Y z X V z X Y z 2-Perinseters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 6 3 6 O<h<15 3-Comers 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 7 5 7 6 5 6 IS h 20 2-Perhleters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 < < 3-Corners 8 3 A 7 3 7 6 3 6 7 4 7 7 5 7 6 5 6 N/A C Enclosed 2-Perimeters 8 3 8 8 3 8 8 3 6 7 3 7 6 3 6 7 4 7 6 4 6 20<<h<30h<gp 3-Corners 7 3 7 7 3 7 7 4 7 6 4 6 6 5 6 N/A N/A 2-Perkneters 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 0 6 30 3-Corners 7 3 7 6 3 6 7 4 7 7 5 7 6 5 6 N/A N/A 2-Perkreters 8 3 8 B 3 8 8 3 8 8 3 8 8 3 8 7 3 7 8 4 8 0<h<15 3-Corners 7 3 7 1 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-Comers 7 3 7 6 3 6 7 4 7 7 S 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 4 7 20<h<30 3-Corners 7 3 7 7 4 7 6 4 6 6 5 6 N/A N/A N/A 30th<40 2-Perlineters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 BT 4 8 8 5 8 D 3-Corners 6 3 1 6 7 1 4 7 6 4 6 6 5 6 N/A N/A N/A O<h<15 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 1 4 1 7 6 4 6 3-Corners 7 3 7 6 3 6 7 4 7 7 5 7 6 5 6 N/A N/A I5<h<20 2-Perkreters 8 3 8 8 3 8 7 3 7 7 3 7 7 4 7 7-F4 F 7 Enclosed3-Comers 7 3 7 7 4 7 6 4 6 7 S 7 N/A N/A 2-Perimeters 8 3 8 8 3 8 7 3 7 6 3 6 7 4 1 7 6 F4 T 6 20<h<30 N/A 3-Corners 1 6 3 6 1 7 1 4 7 7 5 7 6 5 6 N/A N/A 2-Pe.irteters 1 8 3 6 1 7 1 3 7 7 3 7 7 4 7 7 4 7 30<h<40N/A 3-Comers 1 6 3 6 1 7 1 4 7 7 5 7 6 5 6 N/A Exterior Research and Design,U.C.d/b/a Trioky(ERD Evaluation Report C40710.12.13-R3 for FL16709 R3 Certificate of AUthonzatlon 09503 Revision 3:01/26/2016 Prepared by:Robert Nieminen,PE-59166 Appendix I,Page 5 of 14 TRINITY 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(pif) No. (See Note 1) Type Fasteners Attach Base Ply Cap SYSTEM DESCRIPTION WrrH ZONE 1(FIELD AREA)INSULATION ATTACHMENT: Min,19/32-,nch Min.1.5-inch ACFDam II,ENRGY 3,H- Plintfast 3 in.Insulation Pattern#1 W 2 (Optional)One or more layers, Shield,Multi-Max FA3 or Fhnt Board ISO Plates with F6ntfast#12 SBS-SA (Optional) SBS-SA -45.0 plywood;See Note 1 any combination,loose laid 1 per 2 h' SBS-SA primed with FlintPrime or flintPrime SA or p14 INSULATION ATTACHMENT PATTERN REFERENCES: PATTERN#1: PATTERN#2: PATTERN 113: PATTERN INS: PATTERN NS: PATTERN#6: 1 per 2 ft' 1 per 1.45 ft' 1 per 1.33 ft' 1 per 1.14 ht I per LOO ft' 1 per 0.84 ft' + 11110+ a + + + b - C j l } + + + T + + + + + + + B + + + + + + + � a +-- + Wig + + + A eg + 0 . + —+ + + + i + + + + e i + a ' a + + + + � Ii + + + r + + 1 + + + 1 + + + + + + �� � • , • . • 1 it 1 + + + — _ air Otr Swisia tAf-2;ZONE 1,2&3;FIELD,PERIMETER&CORNER AREA INSULATION ATTAO/MENT: Roof Height Ultimate Design Wind Speed–V,v,(mph) Exposure EnclosureRoofZone 120 130 140 150 160 170 1#0 1-Field #1 91 #1 #1 81 #1 #1 0<h<30 2-Perimeters #1 #1 #1 #1 01 #1 111 Open 3-Comers N1 #1 #2 #2 #4 #5 45 8 1-Field #1 #1 #1 #1 k1 #1 #1 30<h<40 2-Perimeters #1 #1 #1 41 #1 #1 #2 3.Corners #1 #2 #2 #3 #4 #5 #6 Exterior Research and Design,U.C.d/b/a Trk*VI ERD Evaluation Report(40710.12.13-R3 for FL16709-R3 Certificate of Authorization#9503 Revision 3:01/26/2016 Prepared by:Robert Nkminen,PE-59166 Appendix 1,Page 6 of 14 TRINITY 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;HELD,PERIMETER&CORNER AREA INSULATION ATTACHMENT: Exposure Enclosure Roof Height Zone Ultimate Design Wind Speed-V,,,,(mph) (ft) 120 130 140 ISO 160 170 1g0 1-Field #1 #1 #1 #1 #1 #1 #1 0<h<30 2-Perimeters #1 #1 #1 #1 #2 #2 #2 3-Corners 111 #2 42 43 #4 #5 #6 B Enclosed 1-Field #1 41 #1 #1 N1 #1 #1 30<h<40 2-Perimeters #1 #1 #1 41 #2 #2 #3 3-Corners #1 #2 #2 #4 #4 #5 #6 1-Field #1 #1 #1 91 #1 #1 #1 0<h<15 2-Perimeters 111 #1 #1 #1 #1 42 #2 3-Corners #1 #2 #3 #4 #5 #6 N/A 1-Field 111 #1 #1 #1 #1 #1 #1 15<h<20 2-Perimeters 91 #1 #1 #1 #2 #2 #3 3-Corners #2 #2 #4 #5 #5 #6 N/A Open 1-Field N1 41 #I #1 #1 1 #1 #1 20<h<30 2-Perimeters #1 #1 #1 #1 #2 #2 #3 3-Corners #2 43 94 #5 #6 N/A N/A 1-Field #1 #1 #1 111 #1 #1 111 30<h<40 2-Perimeters #1 #1 #1 #1 #2 #2 #3 3-Corners #2 #4 #5 #6 #6 N/A N/A C 1-Field #1 #1 #1 #1 #1 #1 #1 0<h<15 2-Perimeters #1 #1 #1 #2 #2 #3 #4 3-Corners #2 #2 #3 #4 #5 #6 N/A 1-Field #1 #1 #1 #1 #1 #1 #1 15<It 20 2-Perimeters #1 111 #2 #2 #2 #4 #4 3-Corners NZ #2 #4 #5 #6 #6 N/A Enclosed ---___-- - 1-Field #1 #1 #1 #1 #1 #1 #2 20<h<30 2-Perimeters 111 #1 #2 #2 #3 44 95 3-Corners #2 #3 #4 #5 #6 N/A N/A 1-Field #1 #1 #1 #1 #1 #2 02 30<h<40 2-Perimeters #1 #2 10 #3 #4 #5 #6 3-Corners #2 44 #5 #6 N/A N/A N/A Exterior Research and Design,LLC.d/b/a Trinity JERD Evaluation Report C40730.12.13-R3 for FL16709-R3 Certificate of Authorization 09503 Revision 3:01/26/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 7 of 14 TRINITY EM TABLE 2(CONTINUED): WOOD DECxs—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER;SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER SYSTEM W-2;ZONE 1,2&3;FEED,PERIMETER&CORNER AREA INsuLAnoN ATTACHMENT: Roof Height Ultimate Design Wind Speed—V„n(mph) Exposure Encbsure (h) Zone 120 130 140 ISO 160 170 180 1-Field N1 N1 N1 N1 91 I'll N1 0<h<IS 2-Perimeters Nl Nl Nl Nl N2 N2 93 3-Corners N2 N4 N4 N6 N6 N/A N/A 1-Field N1 N1 N1 N1 N1 N1 NI 15<h<20 2-Perimeters N1 Nl N1 N2 N2 N2 N4 3-Corners N2 04 95 N6 N/A N/A N/A Open - - — -- -- 1-Field Nl Nl Nl N1 91 Nl $12 20<h<30 2-Perimeters 43 91 NI N2 N2 N3 N4 3-Corners N3 94 N5 06 N/A N/A N/A 1-Field N3 N1 NI N3 N1 1 N1 N2 30<h<40 2-Perimeters NI Nl N2 92 93 04 N4 3-Corners N4 NS N6 N/A N/A N/A N/A D 1-Field NS N1 N1 41 N1 42 92 0 h<15 2-Perimeters N3 Nl N2 82 N4 05 N5 3-Corners N2 N4 N5 06 96 N/A N/A 1-Field N1 91 N1 01 NI N2 92 15<h<20 2-Penmeters Nl 42 92 N3 94 N5 N6 3-Corners N3 N4 N5 06 N/A N/A N/A Enclosed -- -- -- 1-field N1 N1 N1 N1 N2 N2 N2 20<h<30 2-Perimeters Nl N2 N2 N4 95 N5 96 3-Corners N3 N5 N6 06 N/A N/A N/A 1-Field Nl N1 N1 N1 N2 N2 30<h<40 2-Perimeters N2 N2 N3 N4 NS N6 N/A 3-Corners N4 NS N6 1 N/A N/A I N/A Exterior Research and Design,LLC.d/b/a Trinity JERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization 99503 Revision 301/26/2016 Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 8 of 14 CrTRINJTY ERD TABLE 3: WOOD DECKS—NEW CONSTRUCTION,RE ROOF(TEAR-OFF)OR RECOVER;SYSTEM TYPED: INSULATION,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 a OF STAGGERED CENTER ROWS;Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH D.C.) Insulation Layer(s) Base or Anchor Sheet Roof Cover Attach System Deck MDP No. See Note 1 Stagsered Center f ( ) Type Attach I Base Fasteners At Lap Rows(s) Ply Cap (Psf) W K Y z SYSTEM DESCRIPTION wrTH ZONE 1(FIELD AREA)BASE SHEET ATTACHMENT: Min.15/32- Mm.1.5-inch,One Glasbase;Fkxiglas;FImtlastic (Optional)BP-AA SBS-AA, PreFhnifast 3 in.Insulation Plates W3 inch plywood; or more layers,any Base 20;Poly SMS Base;Ultra 4 6 3 6 SBS-AA,SBS-TA or 585-TA or -97.5 See Note 1 combination At Poly SMS Base;Yosemite with FlintFas[If or 014 APP-TA APP-TA SYSTEM W-3;ZONE 2 f 3;Puma ntlot&Comm AREA BASE SHEET ATTAcINRNE: Ultimate Design Wind Speed—V IR(mph) Exposure Enclosure Roo'nH;�M1t Zone 12D 130 140 ISO 160 179 ISO X Y z X Y z X Y z X Y z X Y 2 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-Comers 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 1 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 B O<h<30 2-Perimeters 6 3 6 6 3 11 6 6 3 6 6 3 6 6 3 6 6 3 6 1 6 1 3 1 6 3-Corners 6 3 6 6 1 3 6 6 3 6 6 3 6 63 6 6 3 6 6 3 6 Enclosed 30ch40 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 5 6 3 6 6 3 6 6 3 6 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 6 3 6 J63 7 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 15<hc 20 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 C Open 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 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 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 30<hc4063 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 6 Exterior Research and Design,LLC.d/b/a Trinity HERD Evaluation Report 040710.12.13-R3 for FL16709-R3 Certificate of Authorization 09503 Revision 3:01/26/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 9 of 14 TRINITY ERD TABLE 3(CONTINUED):WOOD DECxs—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 FASTENER SPACING(INCH O.C.); Y=MINIMUM U OF STAGGERED CENTER ROWS;Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) SystEM W-3;ZONE 2&3;PERIMETER&CORNER AREA BASE SHEET ATTACHMENT: Uldmate DesIV Wind Speed—V.(mph) Exposure Enclosure Roof Height Zone 170 130 140 ISO No 170 IN IN X Y 7 X Y Z X Y 2 x Y Y 7 X Y Z X Y 7 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 3 6 6 3 6 6 3 6 0<h 515 3-Corners 6 3 6 6 3 6 6 3 6 6 3 3 6 6 3 6 7 4 7 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 3 6 6 3 6 6 3 6 15<h<20 3-Canners 6 3 6 6 3 6 6 3 6 6 3 3 6 7 4 7 6 4 6 C Enclosed2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 3 6 6 3 6 6 3 6 20<h<30 3-Corners 6 3 6 6 3 6 6 3 6 6 3 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 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-Comers 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 6 6 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 Open 15<h<20 3-Corners 6 3 6 6 3 6 6 3 6 6 j 3 6 7 { 1 7 1 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 20<h<30 3-Corners 6 3 6 1 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 6 5 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 1 6 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 O<h<]5 3-Corners 6 3 6 6 3 6 6 3 j 6 6 3 6 7 4 7 1 6 4 6 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<h�20 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 4 6 6 M67 6 Enclosed 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 6 20<h<30 3-Corners 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 6 6 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 7 30<h<403-Corners 6 3 6 6 3 6 6 3 6 6 4 6 6 46 6 6 Exterior Research and Design,LLC.d/b/a TrinitylERD Evaluation Report C40710.12.13-R3 for FL36709-R3 Certificate of Authoruanon#9503 Revision 3.01/26/2016 Prepared by:Robert Nieminen,PE-59166 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 LAP WIDTH(INCH);X=MAXIMUM SIDE LAP FASTENER SPACING(INCH D.C.); Y=MINIMUM If OF STAGGERED CENTER ROWS;2=MAXIMUM CENTER ROW FASTENER SPACING(INCH D.C.) Base Sheet Roof Cover System Deck Attachment No. (See Note 1) Base Fasteners At Lap Staggered Center Row(s) Ply Cap MDP(psf) W X Y z Svirrm Marna wrrw ZowE 1(FIEID Arm)BASE SHEET ATrAO4MMV. Min.19/32-inch T12a.1.5/8-inch dia.tin (Optional)SBS- Flintlastic SA NailBaseswithli ga.annular 2 8 3 8 SBS-SAplywood;See Note] shank nails SA SYsTmt W-4;Zowe 2 I 3;Poal4na A Comm ARtA OmSwIST ATrAEtllRl4r: Ultimate Design Wind Speed—V„R(mph) Exp— Enclosure Rlae;�E Zone 120 130 140 ]SO 160 170 ISO X Y 2 X Y Z X Y Z X Y z X Y 2 X Y 2 X Y 2 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-Perkneters 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 1 8 3 8 8 3 8 7 3 7 7 3 7 1 5 4 S 5 4 S B 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 g 3 8 8 3 8 0<h<30 Enclosed 3-Corners 8 1 3 8 8 3 8 8 3 1 8 8 3 8 7 3 7 5 3 5 4 3 4 2-Perimeters B 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 B 3 8 B 3 8 8 3 8 7 3 7 5 3 5 4 3 4 1 4 3 4 O<h15 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 5 4 5 S 4 S 5 S 5 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 I5<h<20 3-Comers 8 3 8 8 3 8 7 3 7 6 3 6 5 0 1 5 5 4 5 5 5 5 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<h<30 3-Corners 8 3 8 7 3 7 7 3 7 5 4 5 5 ! 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 540 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)ERD Evaluation Report 040710.12.13-R3 for FL16709-R3 Certificate of Authorization X9503 Revision 3:01/26/2016 Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 11 0114 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 LAP WIDTH(INCH);X=MAXIMUM SIDE IAP FASTENER SPACING(INCH O.C.), Y=MINIMUM R OF STAGGERED CENTER ROWS;2=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) SYSTEM W3;ZONE 2 6 3;PERIMETER 3 CORNEA AREA BASE SHEET ATTACHMENT: Ultimate Design Wind Speed-Vv%(mph) Exposure Enclosure taAGO HftM Zone 120 130 140 ISO 160 170 - 180 X Y z X Y z x Y z x Y z x r 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 O<h<15 3-Corners 8 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 B 8 3 8 7 3 7 5 3 5 15ch<20 — - - 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 S 3 5 20<h<30 3-Corners 8 3 8 7 3 7 6 3 6 d 3 4 4 3 4 4 a 4 0 5 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 5 1 3 5 4 3 4 30<hc40 3-Corners 8 3 8 7 3 7 5 3 5 4 3 4 4 4 4 4 6 ! d 5 d 2-Perimeters 8 3 B 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 6 3 6 O<hc15 3-Corners 8 3 8 7 3 7 6 3 6 5 4 5 5 5 5 4 5 4 4 5 4 2-Perkneters 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-Corners 8 3 B 7 3 7 6 4 6 5 4 5 5 5 5 4 5 4 4 5 4 Open 2-Perimeters B 3 8 B 3 8 8 3 8 8 3 8 8 3 8 6 3 6 6 4 6 20ch<30 3-Comers 8 3 B 6 3 6 5 4 5 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 7 4 7 6 4 1 6 30<h<40 3-Corners 7 3 7 6 4 6 5 4 5 S 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 O<h<IS 3Corners 8 3 8 7 3 7 5 3 5 4 3 4 4 3 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 IS<h<20 3-Corners 8 3 8 7 3 7 6 3 6 5 3 5 4 4 4 4 5 4 ! 5 4 Enclosed 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 5 3 5 4 3 • 4 3 4 20<h<30 3-Corners 7 3 7 5 3 5 4 3 4 4 3 4 4 4 4 4 5 • 4 6 4 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 4 3 4 4 3 4 30<h<40N/A 3-Corners 7 3 7 4 3 4 4 3 4 4 4 4 4 5 1 4 1 4 5 4 Exterior Research and Design,LLC.d/b/a TrinityI E R D Evaluation Report 040730.12.13-R3 for FL167D9-R3 Certificate of Authorization 19503 Revision 3.01/26/2016 Prepared by Robert Nieminen,PE-59166 Appendix 1,Page 12 of 14 TRINITY ERS TABLE 5: WOOD DECKS—NEW CONSTRUCTION OR RERODF(TEAR-OFF;SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER NOMENCLATURE: W=MINIMUM SIOE LAP WIDTH(INCH);X=MAXIMUM SIDE LAP FASTENER SPACING(INCH D.C.); Y=MINIMUM NOF STAGGERED CENTER ROWS;2=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) Base Sheet Roof Cover System Deck Attachment No. See Note 1 MDP(psf) ( ) Base Fasteners At Lap Staggered Center Row(s) Ply Cap W X Y 2 SYSTEM DESCRIPTION WRH ZONE 1(FIELD AREA)BASE SHEET ATTACHMENT: Glasbase;Flexlgtas;Flintiastic 32 ga.,1-5/8-inch dia. BP-AA,SBS-AA, Mln.19/32-Inch SBS-AA,SBS-TA W�5 Base 20;Poly SMS Base;Ultra tin caps with 11 ga. 4 8 3 B SBS-TA or APP- -60.0 plywood See Note 1 poly SMS Base;Yosemite annular ring shank nails TA or APP-TA SYSTEM W-5;ZONE 2&3;PERIMETER&COINB AREA BASE SHEET ATTACHMENT: Ultimate Design Wind Speed—V„x(mph) Exposure Enclosure Roof REYI81tt Zone 120 130 140 150 160 170 180 X y z x Y z X Y z x Y z K 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 0<h<30 3-Corners 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 S 4 5 Open 30<h<40 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 B 8 3 a 8 3 8 3-Corners 8 3 8 1 8 3 8 8 3 8 7 3 7 6 3 6 5 3 5 5 4 5 8 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-Comers 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 3 a 8 3 8 8 3 8 8 3 8 8 3 8 8 3 a 7 3 7 30<h<q0 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 3 8 8 3 8 O<hc15 3-Corners 8 3 8 8 3 8 1 7 1 3 7 6 3 6 5 1 3 5 1 5 4 5 4 4 4 2-Perimeters 8 3 8 8 3 8 8 3 1 8 8 1 3 8 8 3 8 8 3 8 8 1 3 8 15<h<20 3-Comers 8 3 8 1 8 3 8 7 3 7 6 3 6 5 4 5 1 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<h<30 3-Comers8 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 8 8 3 8 8 3 8 7 3 7 r3.<h<q0 3-Corners 8 3 8 7 3 7 6 1 3 6 5 4 5 5 5 5 4 5 1 4 4 5 4 Exterior Research and Design,LLC.d/b/a Tr1nKy IERD 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 13 of 14 TRINITY ERE) 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 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-5;ZONE 2 8:3;PERIMETER$CORNER AREA BASE SHEET ATTACHMENT: Ultimate Design Wind Speed—V.n(mph) Exposure Enclosure Roof(Height Zone 120 130 140 150 160 170 180 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 a 3 8 7 3 7 O<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 120 C Entiosed 3-Comers 8 3 8 a 3 8 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 20<h<30 2-Perimeters 8 3 8 8 3 8 8 1 3 8 6 1 3 1 8 7 3 7 7 3 1 7 6 1 3 6 3-Corners 8 3 a 7 3 7 6 3 6 5 3 5 4 3 4 4 4 1 4 4 1 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 a 3 8 7 3 7 0<h<15 3-Comers 8 1 3 8 7 3 7 6 3 6 5 4 5 5 4 5 4 5 4 4 S 4 35<h<20 2-Perimeters 8 3 8 a 3 8 8 3 8 1 8 1 3 8 1 8 3 8 8 3 8 7 3 7 Open 3-Comers 8 3 8 7 3 7 6 3 6 5 4 5 5 5 5 1 4 5 4 4 6 4 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<30 3-Comers 7 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 7gN/A 6 30<h<g0 3-Comers 7 3 7 6 3 6 5 4 5 4 4 4 4 5 4 4 6 42-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 5 0<h<153-Corners 8 3 8 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 4 15<h<203-Comers 8 3 8 7 3 7 6 3 6 5 3 5 4 4 4 4 5 4 4 Enclosed 2-Perkneters 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 5 3 5 4 3 4 20<h<30 3-Comers 7 3 7 6 3 6 4 3 a 4 3 4 4 4 4 4 5 4 4 6 1 4 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 4 3 4 30<h<40 N/A 3-Corners 7 3 1 6 3 6 4 3 4 4 4 4 4 5 4 4 5 4 Exterior Research and Design,U.C.d/b/a TrinityERD Evaluation Report 04071012.13-R3 for FL16709-R3 Certificate of Authorization#9503 Revision 3:01/26/2016 Prepared by:Robert Nleminen,PE-59166 Appendix 1,Page 14 of 14