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HomeMy WebLinkAboutProduct Approval i MIAMI- I MIAMI-DADE COUNTY ! PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENYIRONME T,AND RE 3ULATORY FFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISIG.1.4 Miami,Florida 33175-2474 I I I T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamidade.eov/Hera Owens Corning Roofing and A 4phalt,Ll C One Owens Corning Parkway Toledo,OH 43659 dill SCOPE: This NOA is being issued under the applica le rules arid regulati ns governing the use of construction materials.The documentation submitted has been reviewed and accepted by Mimi-Dade County PERA-Product Control Section to be used in Miami Dade County and!other al.as where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid afterl the expiration datestated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or t e AHJ(in areas other than Mi i Dade County)reserve the right to have this product or material tested for quaI ity assura ace purposes.If this r roduct or material fails to perform in the accepted manner,the manufacturer will incur`the ex ense of such testing d the AHJ may immediately revoke,modify,or suspend the use of such product or material within th it jurisdicti 3n. PERA reserves the right to revoke this acceptance,if it is determined by1Miami-D de Count3 Product C ntrol Section that this product or material fails to meet the requirements of the applicable bui ding code This product isapproved as descobed herei i,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Build ng Code. DSC ERIPTION: Duration®,Tjuration®Premiu_ ,_T.ruD-efi ition@ Dur4tk9gC n TruDefiIIition®Duration® Designer Col6rg Collec LABELING:Each unit shall bear a perm entlabel with the m ufacturer's name or logo, city,state and following statement: "Miami-Dade County Product Control Aprroved",u 'ess otherwise noted herein. I RENEWAL of this NOA shall be c�onside ed after a renewal ap,lication has been filed and there has been no change in the applicable building code negatively affecting the perform a ce of this product. i TERMINATION of this NOA will occur fter the a piration dad a or if there has been a revision or change in the materials,use,and/or manufacture of the p duct or process.Misuse of this NOA as an endorsement of-any product, for sales,advertising or any othet�purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall because for termination and removal of NOA. li ADVERTISEMENT: The NOA numberpreceded by the wor s Miami-Dade County, Florida, and followed by the expiration date may be displayed!in adverti 3ing litera ure. If any portion of the NOA is displayed,then it shall be done in its entirety. i INSPECTION: A copy of this entire NOA shall be provided to a user by the manufacturer or its distributors and shall be available.for inspection It the job s to at the r quest of th a Building Official. This revises NOA# 11-0919.05 and consist of pages 1 through 6. The submitted documentation was reviewe by Alex igera. I I NOA No-:12:0309:01 A1iAMI DA®uwW E IExpiration Date: 07119/101 f `Approval Date:07/19/121 i I - I ROOFING ASSEMBLY APPRO' V"AL Category: Roofing � -Sub-CaUgory.- Asphalt Shingles Materials LaminaW Deck Type: Wood SCOPE This approves a roofing system using Owen Corning Durationand Duration®Premium asphalt shingles manufactured by Owens Corning as aescribd in Secti)n 2 of his otice of Acceptance. PRODUCT DESCRIPTION (P—ro-dUct——Dime i isions—------Test-l------Product-Dest noti—off—, -- -Specifica ions— Duration@ 13 V4" 39 /8'. TAS Ho ✓A heavy weight,fiberglass reinforced four tab Manufacturing asphalt shingle with continuous bead of Locations#1,2 sealant. Duration@ Premium; X13 393/8" TAS 1 0 A heavy weight,fiberglass reinforced four tab TruDefinitiong Duration®; asphalt shingle with large nail area with TruDefinition@ Duration® continuous bead of sealant. Designer Colors Collection Manufacturing Location#1,2,3,4 Duration® 13 V4" 39 3/8,, TAS 1 0 A heavy weight,fiberglass reinforced four tab Manufacturing asphalt shingle with dashed bead of sealant. Location#1,2,3 Duration@ Premium; 13 VV x 393/8" TAS 110 A heavy weight,fiberglass reinforced four tab TruDefinition@ Duration@; asphalt shingle with dashed bead of sealant. TruDefinitiong Duration@ Designer. Colors-CaRection, Manufacturing Location#1,2,3,4 MANUFACTURING LocAno 1. Jacksonville,FL 2. Memphis,TN 3. Savannah, GA 4. Irving,TX NOA No.: 12-0309.01 MMI-Daae coin, Expiration Date: 07/19/16 Approval Date:07/19/12 Page 2 of 6 4< t ` i 1 � t ETAm B DURATION&TRU EFUMI�N@ DURATION® (SEALANT MAY BE CONTINI OUS ORD tSHED.NOT SHOWN IN THE DETAIL DRAWINGS) i >T� I ! m m i I � 1 m i �n i•5•'����1 l 1 I 1 I I I � j I 1 i ; " i I � i • � � � N W fwD w as o ID �P1 p%ID w I O C w w Q� w m { � m I m " a y j � II I i NOA No.:MLAMI-DADE Expiration Date: 07/19/16 Approval Date:07/19/12 Page 5 of 6 la j i O f I i � I F I ! do ebvos do MI I Ir i 5 S .. ..... . . . .............. E SLOP- ,21:12 I i 1 � 3Ti��liip: � �176 1 ! ir��l't�r�enk;�tl •i�'i6+:� ,�t}.5 a iii• j #, .� � •Fi67�*!i � ' 6iCii .� it # I aposm 1 � He pufAL do 0"s [f ft oam LOPE GI EATER T 21:12 I� END OFT IS ACC PTANCE I NOA No.:12-03091.01 Mu�r+�•aaDe courrrr { Expiration Date: 07/19/16 Approval Date:07/19/12 Page 6 of 6 I Florida Building Code Online Page 1 of 2 L:� rxS �, � 1 ,�' , ,L.in•Y - Ttk „� 11 Florida DepartlTlefltd BCIS Home { Log In User Registration {Hot Topics {Submit Surcharge Stats&Facts {Publications {FBC Staff SCIS Site Map {Links {Search { Busines professi nal �; +. P ER tUApproval ser Regulation Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL16709 R2{ Application Type Revlsid-' Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer CertariTeetl Corporation=Roofm Address/Phone/Email 18 Moores Road Malvern, PA 19355 4 (610)651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark Harrier 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 B tea�ooS stemf' 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 Robert Nieminen developed 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 O Validation Checklist-Hardcopy Received Certificate of Independence FL16709 R2 COI 2015 01 COI Nieminen.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D6162 2000 ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fZm... 12/18/2015 Florida Building Code Online Page 2 of 2 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 03/16/2015 Date Validated 03/24/2015 Date Pending FBC Approval 03/26/2015 Date Approved 06/22/2015 Summary•of Products FL#' ' Model,Number or Description Name 6Q 709: Flintlastic Modified SBS and APP modified bitumen roof systems Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL16709 R2 II 2015 03 FINAL Al ER CERTAINTEED MODBIT FL16709- Approved for use outside R2.pdf HVHZ:Yes Verified By: Robert Nieminen PE-59166 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-97.5 Evaluation Reports Other: 1.)The design pressure in FL16709 R2 AE 2015 03 FINAL ER CERTAINTEED MODBIT FL16709- this application pertains to the R2.Pd maximum design pressure for one Created by Independent Third Party:Yes particular assembly for use in Zone 1 (field area)of the roof. Refer to ER 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 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: WF71[� ��' =-Ei scLuritym i.TIucs http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fZm... 12/18/2015 ��TRINI-ryIERD 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,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 13-14 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 polyisocyan u rate,polystyrene,wood fiberboard,perlite 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 polyisocyanu rate 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 FUNTLASTIC®MODIFIED BITUMEN COMPONENTS&APPLICATION 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 lbs/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 Poly SMS Base (SBS,Asphalt-Applied) Flintlastic Cap 30;Flintlastic Cap 30 CoolStar;Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Cap; Hot asphalt at 20-40 lbs/square 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 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 Trinityl ERD Evaluation Report C40710.12.13-R2 for FL16709-R2 Certificate of Authorization#9503 Revision 2:03/11/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 14 TRINI-ryIERD TABLE A(CONTINUED):CERTAINTEED FUNTLASTIC®MODIFIED BITUMEN COMPONENTS&APPLICATION METHODS Reference Layer Material Application APP-TA Base Flintlastic APP Base T;Flintlastic STA;Flintlastic STA Plus (APP,Torch-Applied) Cap Flintlastic STA;Flintlastic STA Plus;Flintlastic GTA;Flintlastic GTA CoolStar;Flintlastic GTA-FR;Flintlastic GTA-FR CoolStar Torch-Applied Base Flintlastic SA PlyBase;Flintlastic SA Mid Ply SBS-SA Ply Flintlastic SA PlyBase;Flintlastic SA Mid Ply Self-Adhering (5B5,Self-Adhering) 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 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 B: ROOF CLADDING DESIGN PRESSURES,ALLOWABLE STRESS DESIGN,PASD(PSF) Exposure Enclosure Roof Height(ft) zone Ultimate Design Wind Speed-V"Ii(mph)-FBC Figures 1609A.1609B 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<h<30 2 -19.4 -22.7 -26.4 -30.3 -34.4 -38.9 -43.6 slope:S 2.4" 3 -38.0 -44.6 -51.7 -59.4 -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<40 2 -21.0 -24.7 -28.6 -32.9 -37.4 -42.2 -47.3 B 3 -41.2 -48.4 -56.1 -64.4 -73.3 -82.8 -92.8 1 -15.5 -18.2 -21.1 -24.3 -27.6 -31.2 -34.9 0<h<30 2 -26.1 -30.6 -35.5 -40.7 -46.3 -52.3 -58.6 Enclosed 3 -39.2 -46.0 -53.4 -61.3 -69.7 -78.7 -88.2 slope<7° 1 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 30<h<40 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 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 -47.2 -52.9 3 -46.1 -54.1 -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<20 2 -24.9 -29.2 -33.9 -38.9 -44.3 -50.0 -56.0 C slope:S 2.4° 3 -48.8 -57.3 -66.5 -76.3 -86.8 -98.0 -109.9 unobstructed 1 -17.7 -20.8 -24.1 -27.7 -31.5 -35.6 -39.9 flow 20<h<30 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 1 -18.8 -22.1 -25.6 -29.4 -33.4 -37.8 -42.3 30<h<40 2 1 -28.8 1 -33.8 1 -39.2 1 -45.0 1 -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 C40710.12.13-112 for FL16709-R2 Certificate of Authorization#9503 Revision 2:03/11/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 14 TRINITY I ERD TABLE B(CONTINUED):ROOF CLADDING DESIGN PRESSURES,ALLOWABLE STRESS DESIGN,PASO(PSF) Exposure Enclosure Roof Height(ft) Zone Ultimate Design Wind Speed-V„it(mph) 120 130 140 1S0 160 170 180 1 -18.9 -22.1 -25.7 -29.5 -33.5 -37.8 -42.4 0<h<15 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 1 -20.0 -23.4 -27.2 -31.2 -35.5 -40.1 -44.9 15<h<20 2 -33.5 -39.3 -45.6 -52.3 -59.6 -67.2 -75.4 C Enclosed 3 -50.4 -59.2 -68.6 -78.8 -89.6 -101.2 -113.5 slope<7° 1 -21.7 -25.5 -29.6 -34.0 -38.7 -43.6 -48.9 20<h<30 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 1 -23.1 -27.1 -31.4 -36.1 -41.0 -46.3 -51.9 30<h<40 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 1 -18.6 -21.9 -25.4 -29.1 -33.1 -37.4 -41.9 0<h<15 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 1 -19.5 -22.9 -26.6 -30.5 -34.7 -39.2 -44.0 Open 15<h<20 2 -29.9 -35.1 -40.7 -46.7 -53.1 -60.0 -67.3 slope<2.4' 3 -58.6 -68.8 -79.8 -91.6 -104.2 -117.6 -131.9 unobstructed 1 -21.0 -24.6 -28.6 -32.8 -37.3 -42.1 -47.2 flow 20<h<30 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 1 -22.1 -25.9 -30.0 -34.5 -39.2 -44.3 -49.7 30<h<40 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 D 1 -22.9 -26.8 -31.1 -35.7 -40.6 -45.9 -51.4 0<h<15 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 1 -24.0 -28.1 -32.6 -37.4 -42.6 -48.1 -53.9 15<h<20 2 -40.2 -47.2 -54.7 -62.8 -71.5 -80.7 -90.5 Enclosed 3 -60.5 -71.0 -82.4 -94.5 -107.6 -121.4 -136.1 slope<7` 1 -25.7 -30.2 -35.0 -40.2 -45.7 -51.6 -57.9 20<h<30 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 1 -27.1 -31.8 -36.8 -42.3 -48.1 -54.3 -60.9 30<h<40 2 -45.4 -53.3 -61.8 -71.0 -80.7 -91.1 -102.2 3 -68.4 -80.2 -93.0 1 -106.8 1 -121.5 -137.2 -153.8 Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report C40710.12.13-112 for FL16709-R2 Certificate of Authorization#9503 Revision 2:03/11/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 14 �TRINrryIERD 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 O.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 No. (See Note 1) Type Fasteners At Lap Staggered Type Attach Type Attach Base Ply Cap (psf) Center Rows W I X Y Z SYSTEM DESCRIPTION WITH ZONE 1(FIELD AREA)ANCHOR SHEETATTACHMENT: Glasbase,All 32 ga.,1-5/8- Min.1.5-inch Min.0.25-inch (Optional) Hot Hot BP-AA, Min.19/32- Weather Empire, inch dia.tin ACFoam II, DensDeck primed BP-AA, SBS-AA, asphalt, asphalt, SBS-AA, W-1 inch plywood; Plexiglas Base, caps with it 3 8 3 8 FlintBoard ISO, with ASTM D41 SBS-AA, SBS-TA or -52.5 See Note 1 PolySMS or a.annular ring ENRGY-3,H-Shield full full SBS-TA or g g primer or DensDeck SBS-TA or APP-TA Ultra Poly SMS shank nails or Multi-Max FA3 coverage Prime coverage APP-TA APP-TA SYSTEM W-1;ZONE 2&3;PERIMETER&CORNER AREA ANCHOR SHEET ATTACHMENT: Ultimate Design Wind Speed—V„1,(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-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 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 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 1 6 4 6 7 5 7 B 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-Corners 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 7 5 7 Enclosed 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 4 7 7 . 4 7 30<h<40 3-Corners 8 3 8 8 3 8 7 3 7 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 8 8 3 8 8 3 8 8 3 8 8 3 1 8 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 20<h<30 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 3-Corners 8 3 .8 7 3 7 6 3 6 6 4 6 7 5 7 6 5 6 N/A' 30<h<40 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 8 1 4 . 8 ' 3-Corners - 7 3 1 7 6 3 6 7 4 7 6 4 6 6 5 6 N/A N/A Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report C40710.12.13-R2 for FL16709-R2 Certificate of Authorization#9503 Revision 2:03/11/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 4 of 14 TRINITY I ERD TABLE Z(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#OF STAGGERED CENTER ROWS;Z=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„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 Z X Y Z 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 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 1 7 3 7 6 3 6 7 4 7 7 5 7- 6 5 6 N/A C Enclosed 20<h<30 2-Perimeters 8 3 8 8 3 8 8 3, 8 7 3 7 1 6 3 6 7 4 7 6 4 6 3-Corners 7 3 7 7 3 7 7 4 7 6 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 5 7 6 5 6 N/A N/A 2-Perimeters 8 3' 8 8 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 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 20<h<30 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 �j. 3 7 7 3 7 7 4 7 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 8 8 5 8 30<h<40 3-Corners 6 3 6 7 4 7 6 4 6 6 5 6 N/A N/A ",N/A D 2-Perimeters 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-Corners 7 3 7 6 3 6 7 4 7 7 5 7 6 5 6 N/A N/A 15<h<20 2-Perimeters .8 3 18 8 3 8 7 3 7 7 3 7 7- 4 7 7 4 7 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 7 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 1 3 7 7 3 7 7 4 7 7' 4 7 30<h<40 N/A 3-Corners 6 3 6 7 1 4 1 7 1 7 S. 7 6 5 6 N/A - , Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report C40710.12.13-112 for FL16709-112 Certificate of Authorization#9503 Revision 2:03/11/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 5 of 14 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 Base Insulation Layer Top Insulation Layer Roof Cover MDP(psf) No. (See Note 1) Type Fasteners Attach Base Ply Cap SYSTEM DESCRIPTION WITH ZONE 1(FIELD AREA)INSULATION ATTACHMENT: Min.1.5-inch ACFoam II,ENRGY 3,H- Flintfast 3 in.Insulation W-2 Min. oinch (Optional)One n,loose laid more layers, Shield,Multi-Max FA3 or FlintBoard ISO Plates with FlintFast#12 Pattern#Z 565-SA SBS-SA (Optional) SBS-SA -45.0 plywood;d;See Note 1 any combination, primed with FlintPrime SA or#14 1 per 2 ft INSULATION ATTACHMENT PATTERN REFERENCES: PATTERN#1: PATTERN#2: PATTERN#3: PATTERN#4: PATTERN#S: PATTERN#6: 1 per 2 ftz 1 per 1.45 ftZ 1 per 1.33 ftZ 1 per 1.14 ftZ 1 1 per 1.00 ftz 1 1 per 0.84 ftZ 1 + + + T T' C 'I' a a + 'F + 'I' '}' m + + + + + + i + 'C + + + + + + + + + + . . . . . . I 1 + N + + - + + t. e�' + + + aB + + + + ® + + _1 —— N T IL. + + ALL + + + 9, + ♦ + + qm LL 'I' + + +' .lW U + + + + i AIL q7 a LL I m Q + + a + a �� + + + r + + + + mH + + + + .LL m + + nM + + + + + + + + + — - + + + +' 11 + + + + N + + + + + + + — + + + + + + iv 1p. i" + + + + + + + --?•I IAbz I �.I m L� Ir��-lf�.--�J �I �p t �I m I_ 3 spa4 m ] -►��o�- 't' .�J L_4 spaeus 12" --r- m @ 12" SYSTEM W-2;ZONE 1,2&3;FIELD,PERIMETER&CORNER AREA INSULATION ATTACHMENT: Roof Height Ultimate Design Wind Speed-V„1t(mph) Exposure Enclosure (ft) Zone 120 130 140 150 160 170 180 1-Field #1 #1 #1 #1 #1 #1 #1 0<h<30 2-Perimeters #1 #1 #1 #1 #1 #1 #1 3-Corners #1 #1 #2 #2 #4 #5 #5 B Open 1-Field #1 #1 #1 #1 #1 #1 #1 30<h<40 2-Perimeters #1 #1 #1 #1 #1 #1 #2 3-Corners #1 #2 #2 #3 #4 #5 #6 Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report 040710.12.13-R2 for FL16709-R2 Certificate of Authorization#9503 Revision 2:03/11/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 6 of 14 ��TRINITYIERD TABLE 2(CONTINUED): WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER;SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER SYSTEM W4;ZONE 1,2&3;FIELD,PERIMETER&CORNER AREA INSULATION ATTACHMENT: Exposure Enclosure Roof Height Zone Ultimate Design Wind Speed—V„it(mph) (ft) 120 . 130 140 150 160 170 180 1-Field #1 #1 #1 #1 #1 #1 #1. 0<h<30 2-Perimeters #1 #1 #1 #1 #2 #2 #2 B Enclosed 3-Corners #1 #2 #2 #3 #4 #5 #6 1-Field #1 #1 #1 #1 #1 #1 #1 30<h<40 2-Perimeters #1 #1 #1 #1 #2 #2 #3 3-Corners #1 #2 #2 #4 #4 #5 '#6 1-Field #1 #1 #1 #1 #1 #1 41 0<h<15 2-Perimeters #1 #1 #1 - #1 #1 #2 #2 3-Corners #1 #2 #3 #4 #5 #6 N/A 1-Field #1 #1 #1 #1 #1 #1 #1 15<h<20 2-Perimeters #1 #1 #1 #1 #2 #2 #3 Open 3-Corners #2 #2 #4' #5 #5 #6 N/A 1-Field #1 #1 #1 #1 #1 #1 #1.' 20<h<30 2-Perimeters #1 #1 #1 #1 #2 #2 #3' 3-Corners #2 #3 #4. #5 #6 N/A N/A 1-Field #1 #1 #1 #1 #1 #1 #1 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 41, #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<h<20 2-Perimeters #1 #1 #2 #2 #2 #4 #4 3-Corners #2 #2 #4' #5 #6 #6 -N/A Enclosed 1-Field #1 #1 #1 #1 #1 #1 -#2 20<h<30 2-Perimeters #1 #1 #2 #2 #3 #4 #5, 3-Corners #2 #3 #4 #5 #6 N/A N/A 1-Field #1 #1 #1 #1 #1 #2 #2 30<h<40 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,LLC.d/b/a Trinity ERD Evaluation Report 040710.12.13-R2 for FL16709-R2 Certificate of Authorization#9503 Revision 2:03/11/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 7 of 14 ��TRINITYIERD 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,PERIMETER&CORNER AREA INSULATION ATTACHMENT: Roof Height Ultimate Design Wind Speed—V.It(mph) Exposure Enclosure (ft) Zone 120 130 140 150 160 170 180 1-Field #1 #1 #1 #1 #1 #1 #1 0<h<15 2-Perimeters #1 #1 #1 #1 #2 #2 #3 3-Corners #2 #4 #4 #6 #6 N/A N/A 1-Field #1 #1 #1 #1 #1 #1 #1 15<h<20 2-Perimeters #1 #1 #1 #2 #2 #2 #4 3-Corners #2 #4 #5 #6 N/A N/A N/A Open 1-Field #1 #1 #1 #1 #1 #1 #2 20<h<30 2-Perimeters #1 #1 #1 #2 #2 #3 #4 3-Corners #3 #4 #5 #6 N/A N/A N/A 1-Field #1 #1 #1 #1 #1 #1 #2 30<h<40 2-Perimeters #1 #1 #2 #2 #3 #4 #4 D 3-Corners #4 #5 #6 N/A N/A N/A N/A, 1-Field #1 #1 #1 #1 #1 #2 #2 0<h<15 2-Perimeters #1 #1 #2 #2 #4 #5 #5 3-Corners #2 #4 #5 #6 #6 N/A N/A 1-Field #1 #1 #1 #1 #1 #2 #2 15<h<20 2-Perimeters #1 #2 #2 #3 #4 #5 #6 Enclosed 3-Corners #3 #4 #5 #6 N/A N/A N/A 1-Field #1 #1 #1 #1 #2 #2 #2 20<h<30 2-Perimeters #1 #2 #2 #4 #5 #5 #6 3-Corners #3 #5 #6 #6 N/A N/A N/A 1-Field #1 #1 #1 #1 #2 #2 30<h<40 2-Perimeters #2 #2 #3 #4 #5 #6 N/A 3-Corners #4 #5 #6 N/A N/A I N/A Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report C40710.12.13-112 for FL16709-R2 Certificate of Authorization#9503 Revision 2:03/11/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 8 of 14 ��TRINI-ryIERD 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);X=MAXIMUM SIDE LAP FASTENER SPACING(INCH O.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 Attach System Deck MDP No. (See Note 1) Type Attach Base Fasteners At Lap Staggered Center Ply Cap (Ps fl Rows(s) W X Y Z SYSTEM DESCRIPTION WITH ZONE 1(FIELD AREA)BASE SHEET ATTACHMENT: Min.15/32- Min.1.5-inch,One Prelim. Glasbase;Flexiglas;Flintlastic Flintfast 3 in.Insulation Plates (Optional)BP-AA, SBS-AA, W-3 inch plywood; or more layers,any Base 20;Poly SMS Base;Ultra 4 6 3 6 SBS-AA,SBS-TA or SBS-TA or -97.5 See Note 1 combination Attach with FlintFast#12 or#14 App Poly SMS Base;Yosemite TA APP-TA SYSTEM W-3;ZONE 2&3;PERIMETER&CORNER AREA BASE SHEET ATTACHMENT:. _ - - Ultimate Design Wind Speed—V„It(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 XY 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. 0<h<30 3-Corners '6 3 6 6 3 6 6 3 'j.6 6 3 6 6.. 3 6 6 3 6 6, 3 Enclosed 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 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 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 1 6 1 3 6 1 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 1 6 3 6 1 6 3 6 6 3 6 7 4 7 6 4 1 6 6' 4 6 Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report 040710.12.13-112 for FL16709-R2 Certificate of Authorization#9503 Revision 2:03/11/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 9 of 14 �TRINITYJERD 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 FASTENER SPACING(INCH D.C.); Y=MINIMUM#OF STAGGERED CENTER ROWS;Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) SYSTEM W-3;ZONE &3;PERIMETER&CORNER AREA BASE 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 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 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 20<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 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-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 15<h<20 2-Perimeters 6 3 6 6 3 6 6 3 6 1 6 3 6 6 3 6 6 3 1 6 1 6 3 6 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<40 3-Corners 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 3 6 6 3 6 6 3 6 6 3 1 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 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 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 6 3 6 6 3 6 7 4 7 6 4 6 6 4 6 6 5 6 30<h<40 2-Perimeters 6 6 3 6 6 3 -6 6 3 6 6 3 6 6 3 6 7 4 7 3-Corners 6 �3t6 6 3 6 6 3 6 6 4 6 6 4 L 6 6 5 6 6 5 6 Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report 040710.12.13-R2 for FL16709-R2 Certificate of Authorization#9503 Revision 2:03/11/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 10 of 14 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 Deck Attachment MDP(psf) No. (See Note 1) Base Fasteners At Lap Staggered Center Row(s) Ply Cap - W X Y Z SYSTEM DESCRIPTION WITH ZONE 1(FIELD AREA)BASE SHEET ATTACHMENT: 32 ga.,1-5/8-inch dia.tin W-4 Min.19/32-inch Flintlastic SA NailBase caps with it ga.annular 2 g 3 8 (Optional)SBS- SBS-SA -60.0 plywood;See Note 1 ring shank nails SA SYSTEM W-4,ZONE 2,&3;.PERIMETER&CORNER AREA BASE SHEET ATTACHMENT: - - - - - - Ultimate Design Wind Speed—V.1t(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 2 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 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 ,, 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 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-Corners 8. 3 8 8 3 8 8 3 8 8 3 8 7, 3 7 5 3 5 -4- 3 - 4 Enclosed 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-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 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 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 1 3 1 7 6 3 '"6 5 4 5 5 5 5 4 5 4 .4 5 4- Exterior -Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report C40710.12.13-R2 for FL16709-R2 Certificate of Authorization#9503 Revision 2:03/11/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 11 of 14 �TRINITYIERD 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#t 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„It(mph) Exposure Enclosure Roof Hight Zone 120 130 140 150 160 170 180 X Y 2 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 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 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 C Enclosed 15<h<20 3-Corners 8 3 8 8 3 8 7 3 7 5 3 5 4 3 4 4 3 4 4 4 4 20<h<30 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 5 3 5 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 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 0<h<15 2-Perimeters 8 3 8 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 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-Corners 8 3 8 7 3 7 6 4 6 j 5 4 5 5 5 5 4 5 4 4 5 4 Open 2-Perimeters 8 3 8 8 3 8 8 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 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 6 30<h<40 3-Corners 7 3 7 6 4 6 5 4 5 5 5 5 4 S 4 4 5 4 4 6 4 D 0<h<15 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 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-Corners 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 5 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 30<h<40 N/A 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 ERD Evaluation Report 040710.12.13-112 for FL16709-112 Certificate of Authorization#9503 Revision 2:03/11/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 12 of 14 �TRINI-ryIERD TABLE 5: 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 Deck Attachment MDP(psf) No. (See Note 1) Base Fasteners At Lap Staggered Center Row(s) Ply Cap W X Y Z SYSTEM DESCRIPTION WITH ZONE 1(FIELD AREA)BASE SHEET ATTACHMENT: Min.19/32-inch Glasbase;Flexiglas;Flintlastic 32 ga.,1-5/8-inch dia. BP-AA,SBS-AA, SBS-AA,SBS-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 1 or APP-TA Poly SMS Base;Yosemite annular ring shank nails TA SYSTEM W-5;ZONE &3;PERIMETER&CORNER AREA BASE SHEET ATTACHMENT: - Ultimate Design Wind Speed—V„1,(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-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 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-Corners 8 3 8 8 3 8 8 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 0<h<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 3 8 8 3 8 8 3 8 8 3 8 8 3 8 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 3 8 8 3 8 0<h<15 3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 5 3 5 5 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<h<30 3-Corners 8 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 1 8 3 8 8 3 8 7 3 7 30<h<40 3-Corners 8 3 8 7 3 7 6 3 6 5 4 5 1 5 5 5 4 5 4 4 1 5 4 Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report C40710.12.13-R2 for FL16709-R2 Certificate of Authorization#9503 Revision 2:03/11/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 13 of 14 TRINITY I 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 SIDE LAP WIDTH(INCH);X=MAXIMUM SIDE IAP FASTENER SPACING(INCH D.C.); Y=MINIMUM N 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.1,(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 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 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 4 C Enclosed 20<h<30 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 6 3 6 3-Corners 8 3 8 7 3 7 6 3 6 5 3 5 4 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 3 5 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<h<15 3-Corners 8 3 8 7 3 7 6 3 6 5 4 5 1 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-Corners 8 3 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 1 8 3 8 8 3 8 8 3 8 8 1 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. 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 4 7 6 4 6 D 30<h<40 3-Corners 7 3 7 6 3 6 5 4 5 4 4 4 4 5 4 4 6 4 N/A 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-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 7 3 7 6 3 6 4 3 4 15<h<20 Enclosed 3-Corners 8 3 8 7 3 7 6 3 6 5 3 5 4 4 4 4 1 5 4 4 5 4 2-Perimeters 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-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 30<h<40 N/A 3-Corners 7 3 7 6 3 6 4 3 4 4 4 4 1 4 1 5 4 4 5 4 Exterior Research and Design,LLC.d/b/a Trinity[ERD Evaluation Report 040710.12.13-R2 for FL16709-R2 Certificate of Authorization#9503 Revision 2:03/11/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 14 of 14