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HomeMy WebLinkAboutProduct Approval-modified bitumen 1 �L 5.�� 10!2/201 Florida Building Code Online BCIS Home I Log In I user Registration I rmpic S nif urtjr e Stats&Facts I Publications Contact Us I• BCIS Site Map I Links I Search Florida 110% �'°.�Product Approval �I.�� ( _FUSER:Public User Product Approval Menu>Product or Application Search>6pplicatlon List>Application Detail Lv�O Orva FL# FL16709-R6 q Application Type Revision 1 Code Version 2017 OC epacc�`e�� Application Status Approved Gokp Pe�sit. Comments Archived Product Manufacturer CertainTeed Corporation-Roofing Address/Phone/Email 20 Moores Road (�j�ll Malvern, PA 19355 1 l��7 (610) 893-5400 rj[O' Cq( ` ` mark.d.harner@saint-gobain.com ( l REVIEW OR Authorized Signature Mark Harper DE �® IAIMCE mark.d.harner@saint-gobain. GO Technical Representative Mark D. Harrier ��� ����� � V��� Address/Phone/Email 18 Moores Road BOCC Malvern, PA 19355 (610) 651-5847 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 D Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE C✓ Validation Checklist-Hardcopy Received Certificate of Independence FL16709 R6 COI 2019 01 COI NIEMINEN.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 RAS 117 1995 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquBobl°/a2flZm6Tv25QccWyn%2f7i%2fS°/`2fM8thNFITRwEFUWhByA%3d%3d 1/2 �0 f 110/2/2019 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code I I Product Approval.Method Method 1 Option D i Date Submitted 06/20/2019 Date Validated 06/20/2019 Date Pending FBC Approval 06/22/2019 Date Approved 08/13/2019 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 R6 II 2019 06 FINAL Al ER CERATINTEED MODBIT FL16709- Approved for use outside HVHZ:Yes R6.pdf 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 application Evaluation Reports pertains to the maximum design pressure for one FL16709 R6 AE 2019 06 FINAL ER CERTAINTEED MODBIT FL16709- particular assembly for use in Zone 1 (field area) R6.pdf of the roof. Refer to ER Appendix for all systems Created by Independent Third Party: Yes and attachment limitations. 2.) Refer to ER Section 5 for Limits of Use. F. Ill Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.CopyLi ht 2007-2013 State of Florida.::ELIvacy 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 mall.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'Cardl`._ Safe I I https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6Tv25QccWyn%2f7i%2fS%2fM8thNFITRwEFUWhByA%3d%3d 2/2 I i II U=­ NEMOjetc. APPENDIX 1:ATTACHMENT REQUIREMENTS FOKWIND 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 polyisocyanurate,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,Chapter 26,when installed with the roof cover. 3. .,Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 4. The maximum design pressure for the selected base assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. This is already addressed in the tables that follow via "N/A"reference if the baseline system is"Not Applicable'to Zone 1 design pressure requirements. 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 ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 6. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application. 7. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. TABLE A:CERTAINTEED FLINTLASTICO 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- Ply Flintglas Ply Sheet Type IV;Flintglas Premium Ply Sheet Type VI Hot asphalt at 20-40 lbs/square Applied) 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 Hot asphalt at 20-40 lbs/square (SBS,Asphalt-Applied) Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Cap Flintlastic Premium FR-P;Flintlastic Premium FR-P CoolStar;Flintlastic GMS;Flintlastic 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) Cap Flintlastic FR Cap 30 T;Flintlastic FR Cap 30 T CoolStar;Flintlastic GTS-FR;Flintlastic GTS-FR CoolStar NEMO ETC,LLC Evaluation Report C40710.12.13-R6 for FL16709-RG Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic"Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 1 of 14 ('RNEmajetc. _ TABLE A(CONTINUED):CERTAINTEED FUNTLASTICO MODIFIED BITUMEN COMPONENTS&APPLICATION METHODS • REFERENCE ;:. �, LAYER-' '->_ , ,`< ';' `.'. `'-MATERIAL,, `` 'APPLICATION ' -- APP-TA Base Flintlastic APP Base T;Flintlastic STA;Flintlastic STA Plus APP,Torch-Applied) Torch-Applied ( lied PP• ) Cap Flintlastic STA;Flintlastic STA Plus;Flintlastic GTA;Flintlastic GTA CoolStar;Flintlastic Flintlastic GTA-FR CoolStar Base Flintlastic SA PlyBase;Flintlastic SA Mid Ply SBS-SA Ply Flintlastic SA PlyBase;Flintlastic SA Mid Ply Self-Adhering (SBS,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 Ultimate Design Wmd Speed-.Vuia(mph) ;`FBC Figures 1609A;360913or1609C Exposuie Enclosure Roof,Helght(ft) Zone 120 130 ; 14D` 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:<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:<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 -423-- - ---- F30<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 NEMO ETC,LLC Evaluation Report C40710.12.13-R6 for FL36709-R6 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 2 of 14 I _ O-NEMOjetc.- TABLE _ Exposure Enclosure Roof Height(ft) Zone Ultimate Design Wind Speed-V6e,(mph) 120 130 140 150-:` 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<_2.40 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 1 -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 -106.8 -121.5 -137.2 -153.8 MEMO ETC,LLC Evaluation Report C40710.12.13-116 for FL16709-R6 li Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic°Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 3 of 14 - - - __--- __--- _ Emo etc.- - - NOMENCLATURE:TABLE 1: WOOD DECKS-NEW CONSTRUCTION OR REROOF(TEAR-OFF);SYSTEM TYPE A:MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER ■ . SIDE1AP FASTENERSPACING(INCH D.C.),' MINIMUM#OF .CENTER ROWS; ■ ■ Anchor Sheet Base Insulation Top`Insulation Roof Cover `_ ,System Deck MDP. r Staggered No ;r (See No4e1) TYPe Fasteners-: At LaP.. ..r TYPe Attach:. Type Attach > Base Ply Cap (P _ Center:Rows 'SYSTEM DESCRIPTION WITH.ZONE 1(F,IELD 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 I50, with ASTM D41 SBS-AA, 5B5-TA or -52.5 full full SBS-TA or See Note 1 Poly SMS or ga.annular ring ENRGY-3,H-Shield 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.-Z;ZONE 2&'3,PERIMETER&CORNER AREA ANCHOR SHEETATTACHMENT Ultimate Design Wind Speed-V„,i(mph) Roof Height Exposure Enclosure O Zone 120 130 140 - 150 160 170 `180 X Y Z X Y; Z. + X Y Z X i Y Z; X Y Z 2-Perimeters 8• 3 8 8 3 8 s';8 3 `8':' 8 3 8 8 3 8`3 8 3 8 8 3 8 0<h<30 3-Corners 8� 3„ 8;; 8 3 8 8 3 $; ', 7 3 7 63 6 7 4 7 6 Open 2-Perimeters 8' 3'.,, 8` : 8 3 8 B 3'. 8 - 8 3 8 8 - 3 8, 8 3 8 8' '3 8 30<h<40 B 3-Corners 8 3 : 8 :r 8 3 8 =-7 3 7:.., 7 3 7 7 4 7 a' 6 4 6 2-Perimeters 8 3 8 .' 8 3 8 8 3 8''M' 8 3 8 8 3 8 7 3 2'= 0<h<30 _ 3-Corners 8 3 8, 8 3 8 7 31: 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 S 7 2-Perimeters ,`8i 3 8''-t 8 3 8 T8 3": 8 8 3 8 3 8 8 3 8; a 0<h<15 + 3-Corners .8', 3. '8" 8 3 8 7 3, 7 6 3 6 6 4 6``" 7 5 7 6'.. '.5 ;S.,A` - -- 2-Perimeters 8 3-°` 8 8 3 8 8 3' 8.• 8 3 8 8 -3 8 7 15<h<20 3-Corners 8' 3 8 7 3 7 6 & 6- 7 4 7 6 4 6 '`` 6 5 6 6 ""`5 6. C Open 2-Perimeters 8 3 8 8 3 8 b 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'r 6 ," 6 4 6 7 5 7 6 5 6 N/A 2-Perimeters 8: 3 8 8 3 8 8 3s 8 8 3 8 8 '3 8` 7 3 7 8 30<h<40 3-Corners T 3`.1' 7 ,' 6 3 6 '��7 4`? 7, 6 4 6 6 y_ NEMO ETC,LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 4 of 14 - – - -_-— - ` NEM0 O-Etc. TABLE 1(CONTINUED,): ••. DECKS—NEW CONSTRUCTION OR '•• • .ANCHORBONDED 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 OC.), SYSTEM W.1;ZONE T&3,PERIMETER&CORNER AREA`ANCHOR SHEET ATTACHMENT c "' Ultimate Design Wind Speed–V„,(mph) Roof Height Exposure Enclosure (ft) Zone 120 130 140 150 466: 170 180 X Y Z ', X Y Z `:'X Y:I 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 ;f O<h<15 3-Corners 8 3 8'' 7 3 76 3 6 7 4 7 6 A 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 fi 15<h<20 3-Corners '8 3 8 7 3 7 6 3� 6 7 4 7 7 " 'S 7:' 6 5 6 N/A C Enclosed 2-Perimeters 8 3 8 r 8 3 8 8 3 8 ' 7 3 7 6 3 6 7 4 7 20<h<30 3-Corners 7 3 7 7 3 7 7 4, 7 ' 6 4 6 N/A N/A 2-Perimeters 8 3 "' 8 8 3 8 8 3.' 8. 7 3 7 63 6 �, 7 4 7 .6 4 _ •'6' 30<h<40 3-Corners7� 3 7 6 3 6 7 4'' 7 5 7 6 `56 N/A 2-Perimeters 8 3,"? 8 8 3 8 8 8 3 8 8 �i3,. '8 7 3 7 8 ` 0<h<15 3-Corners 7 3, 7 6 3 6 7 4{, 7.,? 6 4 6 6 5 6 j; 6 5 6 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 Z' 3 " 7'` 6 3 6 7 4• 7, ' 7 5 7 6 5 6,Y N/A Open 2-Perimeters %.8 3 8 8 3 8 8 .3` „8, �' 8 3 8 73 7 7 3 7 20<h<30 3-Corners 7 3 7 y 7 4 7 6 4; 6 6 5 6 ,N/A N/A 2-Perimeters 8' 3 8 8 3 8 8 3 i 8 8 3 8 7 3 7 8 4 8 30<h<40 �r 3-Corners 6 '3 6".,' 7 4 7 6 4,' , 6 6 5 6 N/A- N/A D 2-Perimeters I,8 8 3 8 8 1, 8 7 3 7 6 -3 '6 7 4 7 0<h<15 3-Corners �Z �3 -°` 7„ 6 3 6 r7 4, 7 7 5 7 6 r5 6 N/A 2-Perimeters $. 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✓' (i 7 5 7 N/A N/A Enclosed 2-Perimeters 3 8•`;, 8 3 6 3 6 7 4 7 v 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 4 7 30<h<40N/A 3-Corners 7 4 7 .7 5"; 7' � 6 5 6 NEMO ETC,LLC Evaluation Report C40710.12.13-R6 for F1.16709-116 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 5 of 14 - - ONEMO 0 etc. _ WOODNCO • '•• • • • INSULATION,BONDED '•• COVER System Deck Top Insulation Layer Roof Cover .11 Base Insulatlon Layer MDP(psf) No (See Note 1) „ t Type Fasteners Attach Base Ply: Cap SYSTEM DESCRIPTION WITHZONE_1(FIELD AREA)INSULATION ATTACHMENT. Min.1.5-inch ACFoam Il,FlintBoard ISO, Flintfast 3 in.Insulation Pattern#1 Min.19/32-inch (Optional)One or more layers, H-Shield or FlintBoard ISO H primed with Plates with FlintFast#12 2 (Optional) W-2 FlintPrime or FlintPrime Sior#14 1 per 2 ft SBS-SA SBS-SA -45.0 plywood;See Note 1 any combination,loose laid SBS-SA Note: Board and stress plates shall be primed with FlintPrime for all Zone 2&3 installations INSULATION ATT ACHMENT PATTERN REFERENCES:, PATTERN#1: PATTERN#2: PATTERN#3: PATTERN#4: PATTERN#5: 1 per 2 ft2 1 per 1.45 ft' 1 per 1.33 ft' 1 per 1.14 ft2 1 per 1 ftZ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 't7 + + + 't7 + + + - + ♦ ♦ 9 - + �' ♦ 9 mC r � ��y co o + + + m + + + i/J + + + + f�`' V + + + + + + + v tG + + + + d + + + + y N + + + + + + + + N W A N + to N ti + + ♦ N '�' ♦ ♦ ♦ N r + + + N + + + N + + + + + + + + + + + + + + + + + + + + + + + W i + + _ + + + + + + SYSTEM W-2;ZONE 1,2&3;FIELD,PERIMETER&CORNERAREA;INSUtATION ATTACHMENT ( ) 120 130 140 150 i Roof Height Ultimate Design Wind Speed—Vit(mph) 170 180 _ Exposure Enclosure ft Zone ) 1-Field #1 #1 #1 #1 #1 #1 #1 0<h<30 2-Perimeters #1 ' '. #1 #1` #1 #1 #1 #1 B Open 3-Corners #1 ' #1 #2. #2 #4 #5 45 1-Field #1, #1 #1'., #1 q1 - #1 30<h<40 2-Perimeters #1, ' #1 #1 #1 #1. #1 #2 3-Corners #1 .,;, #2 #2 #3 #5#5 #5 NEMO ETC,LLC Evaluation Report C40710.12.13-116 for FL16709-R6 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 6 of 14 -- - _- :- NEM0 a#C. F��ABLE 2(CONTINUED): WOOD DECKS CONSTRUCTION,RERoOF(TEAR-OFF)OR RECOVER;SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER SYSTEM W-2;ZONE 1y.2''&3,FIELDS PERIMETER&CORNER AREA;INSULATION ATTACHMENT ' t:. Roof Height Ultimate Design Wind Speed—Wit(mph) Exposure Enclosure Zone 0 ;: 140 150 (ft) 12 130 .160 170 ;180 1-Field #1ti fil #1 #1 0<h<30 2-Perimeters #1` #1 #1'` #1 If2 #2 #2 3-Corners '. #1 #2 #2" #3 #4 #5 ;'#5 B Enclosed 1-Field #1 #1" #1 #1 #1 30<h<40 2-Perimeters #1 #1 #1% #1 #2 #2 3-Corners #1 #2 #2' #4 #4 #5 #5 1-Field #1'_- #1 '` #1> #1 7#1 #1 0<h<15 2-Perimeters #1 #1 #1' #1 #1" #2 #2 ' 3-Corners #1 #2 #3s1,, #4 #5 #5 N/A 1-Field 1-. #1 -'f#1.- #1 #1 #1 #1 -# 15<h<20 2-Perimeters #1," - #1 #1; #1 #2 #2 #3 3-Corners #2 ' #2 #4` #5 #S iii N/A N/A Open 1-Field tt1 _ #1 #1' #1 #1 #1 #1 20<h<30 2-Perimeters #1 #1' #1 ;#2 42 #3 3-Corners #2 #3 #4 #5 #S „ N/A "N/A 1-Field #1 s #1 qT' #1 #1 #1 #1 30<h<40 2-Perimeters #1,,` #1 #T:. #1 #2,' #2 #3 3-Corners #2 #4 #S; #5 � N/A N/A N/A C 1-Field #1 ` ' #1 ^�l #1 #1 #101 0<h<15 2-Perimeters #1... #1 #1'' #2 #2 #3 #4. 3-Corners #2 #2 #3`: , #4 .'`q5 #5 A , 1-Field #1 #1 #1 #1 #1 #1 15<h<20 2-Perimeters #1 #1 #2!; #2 tf2 #4 #4 ' 3-Corners #2 #2 #t4 #5 q5 N/A N/A Enclosed 1-Field #1 #1 #1 #1 ,#1 #1 #2 20<h<30 2-Perimeters #1 `!` .`..' #1 #2' #2 #3 #4 3-Corners 42 #3 #4_., #5 N/A • N/A N/A 1-Field #1 " #1 #1 #1 #1 #2 30<h<40 2-Perimeters #1 .�� #2 #�Y, #3 #4 #5 #5 , 3-Corners #2, #4 " #5` #5 NJA N/A N/A NEMO ETC,LLC Evaluation Report C40710.12.13-116 for FL16709-116 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 7 of 14 NEnno etc. -_ • r ••r • CONSTRUCTION, '•• • OR r r INSULATION,BONDED ROOF COVER, 'SYSTEM W'2,ZONE 1 Z 8e 3;FIELD,PERIMETER&CORNER AREA INSULATION ATTACHMENT Roof Height Ultimate Design Wind Speed—V it(mph) Exposure Enclosure (ft) Zone 1201 130140 -- 150 160 170 180 1-Field #1 #1 #1'. #1 :,I#1 #1 =#1 0<h<15 2-Perimeters #1 #1 #1 #1 #2 #2 #3 3-Corners #2' #4 #4 #5 N/A N/A rN/A 1-Field #1 #1 #1 #1 „#1 15<h<20 2-Perimeters #1 .' #1 tfl. #2 #2 #2 #4 , 3-Corners #2 #4 #5- #5 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 tk2 #3Pf #4 3-Corners #3 ' #4 #5' N/A N%A N/A N/A 1-Field #1 #1 #1'; #1 t#1 #1 #2 30<h<40 2-Perimeters #1 `< #1 #2`r #2 #3 #4 3-Corners #4 #5 #5;', N/A N/A N/A N/A D 1-Field �` ` #1 #1 #1#1" #1 #2 #2 0<h<15 2-Perimeters #1 #1 #2' w #2 #4 #5 #5 3-Corners #2 r #4 #5< #5 N/A N/A 1-Field #1 J-- #1 #1; #1 #1 #2 #2 15<h<20 2-Perimeters #1 #2 #2 i #3 #4 #5 3-Corners #3 #4 #5 N/A N/A N/A Enclosed 1-Field #1 #1 ,, #1` #1 fx2 #2 #2 20<h<30 2-Perimeters #1 #2 M #2' #4 #5' #5 ',#5 -- 3-Corners #3.:_,,-, #5 #5 N/A N/A N/A N/A 1-Field #1 #1 #1 -t#2 #2 ?#3 30<h<40 2-Perimeters #2 #2 #3;; #4 I#5 #5 N/A 3-Corners #4 #5 #5= N/A N%A N/A N/A NEMO ETC,LLC Evaluation Report C40710.12.13-116 for FL16709-116 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 8 of 14 _ --- --_ - - - - -- -_ -- -- ' NEMO l etc. ABLE 3: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER;SYSTEM TYPE D: INSULATION,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER i[7NCLATURE' 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.) In Layers) Base or Anchor Sheet." Roof Coyee. System Deck Attach c MDP`. , No (See Nofe l) T e. Attach Base Fasfe�ers.; At:La PI Ca _ (Psf), ! Staggered Center W X Y SYS EM 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 PolySMS Base;Yosemite with FlintFast#12 or#14 APP-TA APP-TA :SYSTEM W 3;ZONE 2&3,PERIMETER&'CORNER AREA.BASE SHEETATTACHNIENT Ultimate Design Wind Speed-Wit(mph) Roof Height Exposure Enclosure (ft) Zone 120 , . 130 140- 150 160 . 170 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 '61" 0<h<30 3-Corners .-6: 3; <: 6 6 3 6 6 3, "6` 6 3 6 6 `=r3 6:;; 6 3 6 6 3 6 Open 2-Perimeters . .'6 3 6 6 3 6 6 3 6 6 3 6 :6 3 "r 6 6 3 66 3`• 6 ' 30<h<40 3-Corners 6 3-1: 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 3e,6:; 6 3 6 15-, 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 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 66 3 ` ''6 r 2-Perimeters 6° 3 °,' 6' 1 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 . 3'1 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 6 3 6 6 - 3 6, 15<h<20 711 ---- 3-Corners 6' 3 6 6 3 6 6 3 6 6r 3 6 6 3-- -6 - C Open 2-Perimeters - "6,'•. .3 6. 6 3 6 6 3- 6 6 3 6 6 - .:3 6 - 6 3 6 6'' 3 =' 6 20<h<30 3-Corners 6 3." 6 6 3 6 6 3 6 6 3 6 6 3 6-? 7 4 7 6 4 6 2-Perimeters 6. 3 6,.`ff, 6 3 6 6 3 6 6 3 6 6: 3 6 6 3 6 6 ' 3 30<h<40 3-Corners .:'6 ' 3 6;; 6 3 6 6 3 6 6 3 6 7 "4 7`'' 6 4 6 6 NEMO ETC,LLC Evaluation Report C40710.12.13-R6 for FL36709-116 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 9 of 14 - - - NEMo etc. -- 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.)' OF SYSTEM W-3;ZONE 2&3,PERIMETER&CORNER;AREABASE SHEET ATTACHMENT -�' - Ultimate Design Wind Speed—Vmt(mph) Roof Height Exposure Enclosure (ft) Zone 120,p 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 6 3' '6^> 6 3 6 6 3; 6; 6 3 6 3 6 0<h<15 3-Corners 6' 3.' 6 6 3 6 6 '`3.* 6",' 6 3 6 6 3 6•;1'' 6 3 6 2-Perimeters 6 3,` ,'6 i 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 'i 6 3 6 6 3 , : -. 7 4 7 6 C Enclosed 2-Perimeters 6 ,' 6 3 6 B6 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.= =-4. 6" 2-Perimeters 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 z 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' 0<h<15 3-Corners 6., 3 ;'' 6..: 6 3 6 6 3,< 6 6 3 6 6 .3 6 7 4 7 6 4 „6 2-Perimeters 6' 3 6 6 3 6 6 3,< " 6-'! 6 3 6 6 3 6 6 3 6 6"':1 13 6` 15<h<20 3-Corners 6' ;6': 6 3 6 6 ' 6 3 6 7 "'4 7-- 6 4 6 Open 2-Perimeters 6 3 6,. 6 3 6 6 3 6 6 3 6 6' .3 6:`i 6 3 6 20<h<30 3-Corners 6 :- 6 3 6 6 3.;` 6 ;'' 6 3 6 7 ¢ 7 ;3 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 D 2-Perimeters ',63,, 6 t 6 3 6 6 3„ 6%^" 6 3 6 6 .3 6' '' 6 3 6 0<h<15 3-Corners 6: 3 6'`:; 6 3 6 6 :3 ' -6':- 6 3 6 7 4, 7 6 4 6 6. 4 6: 2-Perimeters 6'` 3 6, 6 3 6 ;=6 3 6 6 3 6 6 :3 6 z- 6 3 6 15<h<20 ; - - - - 3-Corners 6 3 . :: 6' 6 3 6 ;6 3,,j 6 6 3 6 6 4 6 6 4 6 6 5 6 Enclosed 2-Perimeters •`6: T_ 6 6 3 6 ' 6 3 6_ 6 3 6 6 3 6,``_' 6 3 6 6, 20<h<30 3-Corners 6 r3 6:' 6 3 6 6 3. 6 7 4 7 6 '4 6-,;. 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 7 4 7 30<h<40 r- 3-Corners 6. 3 6 3 6 s6 3' 6 >: 6 4 6 6 4 6 6 NEMO ETC,LLC Evaluation Report C40710.12.13-R6 for FL36709-R6 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 10 of 14 - ----_-- NEMO etc. 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 O.C.); Y MINIMUM tt OF STAGGERED CENTER ROWS;Z MAXIMUM CENTER ROW FASTEN ER;SPACI NG(INCH O.C.) - - Base Sheet � `Roof Cover System Deck Attachment No See Note 1 MDP(PSI ( ) 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 32 ga.,1-5/8-inch dia.tin W-4 / Flintlastic SA NailBase caps with 11 ga.annular 2 8 3 8 (Optional)SBS- SBS-SA 60.0 plywood;See Note 1 SA ring shank nails SYSTEM W 4;ZONE-2&3,PERIMETER&CORNER AREA Bf SES HEET','ATTACHMENT Ultimate Design Wind Speed-V„ic(mph) Roof Height- Exposure Enclosure (ft) Zone 120 130 340, 150 160 170 180 X' Y' 'Z. X Y Z X Y. Z X Y 2 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 0<h<30 3-Corners 8' 3. 8, " 8 3 8 --"8 3�??' 8 :i 8 3 8 73 '7 .`f 6 3 6 Open 2-Perimeters 8 3 8: 8 3 8 _81, 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 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 t.8 3 8 `` 8 3 8 7 :3 7 5 3 5 4 Enclosed 2-Perimeters 81 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 S 3 5 4 3 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 0<h<15 3-Corners ,;.8 ,3 8 8 3 8 8 .'3' 8 7 3 7 S 4 5 S 4 5 5 5 5`'',; 2-Perimeters8 3 S 8 3 8 ?8 3.;. 8.;, 8 3 8 3 8 15<h<20 3-Corners 8 3 8 8 3 8 7 ` ' '3 7 6 3 6 S 4 5 5 4 5 - --- -C Open — 2-Perimeters 8 3 8, 8 3 8 /8 3., 8., . 8 3 8 13' 3 8a;` - 8- 3 8 7 r. 3, _7 µ - 20<h<30 3-Corners ;'8 ;3 ., 8.;,` 7 3 7 7 3 7 5 4 5 5:. ^,,4 5 5 5 5 4,:; S 4, 2-Perimeters „;$;' 3 8 .' 8 3 8 8 3 .8 y, 8 3 8 8 3 8 8 3 8 6 „�3 (:'•;, 30<h<40 3-Corners & 3 8 "' 7 3 7 �'=6 3" 6'=' 5 4 5 5 5 S 4 5 4 NEMO ETC,LLC Evaluation Report 040710.12.13-R6 for FL36709-R6 Certificate of Authorization#32455 67"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 11 of 14 NEMO etc. TABLE 4 • eee •ECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF); NON—INSULATED, MECHANICALLY ATTACHED. BONDED ROOF COVER NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH);X=MAXIMUM SIDE LAP FASTENER,SPACING(INCH O.Cj; Y MINIMUM It OF STAGGERED CENTER ROWS,Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) SYSTEM W-0;ZONE 2&1 PERIMETER&CORNER AREA BASE SHEETATTACHMENT ( . Ultimate Design Wind Speed—Vmt(mph) Roof Height Exposure Enclosure (ft) Zone 120;' 130 14,0 150 160 170 180 X Y Z X Y Z X Y 2=:' X Y Z X", 2-Perimeters - 8• 3' 8 8 3 8 8 3''- 8; 8 3 8 8 3 8 8 3 8 7 3 0<h<15 3-Corners 8 3 8 3 8 7 - 3 T 6 3 6 4 ; _ ,. `3 ':4 '. 4 3 4 4•. '' 8 , 2-Perimeters 8 3 8 ! 8 3 8 8 '3.. 8' 8 3 8 8 -3 8 `. 7 3 7 5 3 S 15<h<20 3-Corners 8 3 8 `; 8 3 8 7 :3, 7,r, 5 3 5 4 + 3 4 .`' 4 3 4 4' 4 4 " C Enclosed 2-Perimeters 8 3 8 8 3 8 �t 8 3"' 8 8 3 8 7 3 7 20<h<30 3-Corners 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 s 5 3 5 4 30<h<40 „ -" 3-Corners 8 3 8 7 3 7 5 5,;; 4 3 4 4.�' "r4 4"` 4 4 4 2-Perimeters 8 3 8 8 3 8 8 3,. 8 s 8 3 8 8 3 8,':! 8 3 8 3 6` 0<h<15 3-Corners 8 3 8 7 3 7 6, 3' 6 5 4 5 5 5 5 '' 4 5 4 4' S ;4•" 2-Perimeters ,8 3 8'> 8 3 8 8' 3 "8 8 3 8 8 '3 8" 8 3 8 5'. 3 15<h<2o 3-Corners 8 3 8' 7 3 7 6 `4 6 5 4 5 S _'S ' 'S ,` 4 5 4 Open 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 6 3 6 20<h<30 3-Corners 8 3,.; 8 ; 6 3 6 <"5 4. 5 5 4 5 5 S 5 4 5 4 4 2-Perimeters $ 3 8 " 8 3 8 8 3.; 8 8 3 8 8 ;`3 8 J`' 7 4 7 6, 4 6 30<h<40 3-Corners 7 '3 r .7;`:' 6 4 6 5 4: 5 5 5 5 4 5 4 4 5 4 4 6 " 4 D 2-Perimeters 8 3 8.,; 8 3 88 3, 8, 8 3 8 7 3 7 5 3 5 0<h<15 3-Corners 7 3 7 5 35' S 4 3 4 4 3 4 4 4 4 2-Perimeters 8 3 8 8 3 8; "> 8 3 8 7 '3 t 7, , 4 3 4 4 3 4 15<h<20 -- -- 3-Corners 8 3: 8 7 3 7 6, 3 6 5 3 54 4 4 -4 5 4 4,- 5 - • 4 --- -- Enclosed 2-Perimeters 8`- 3,` 8 8 3 8 8 3:, B. 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 2-Perimeters 8 3 8 d•` 8 3 8 8 3,r 8 "„ 7 3 7 4 3 4 4 3 4 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 NEMO ETC,LLC Evaluation Report C40710.12.13-R6 for FL16709-116 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 12 of 14 NEMO etc. 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 Slot 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; No (See Note 1) Base Fasteners.: At Lap Staggered'Center Rows) Ply`: _ is MOP(pkf) SYSTEM DESCRIPN WITH;Z &1(FIELD AREA).BASE SHEE7ATTACHMEN TIOON T - . . _ .. Glasbase;Flexiglas;Flintlastic 321-5 a., 8-inch dia. Min.19/32-inch Base 20;All Weather/Empire g / BP-AA,SBS AA, SBS-AA,SBS-TA W-5 tin caps with it ga. 4 8 3 8 SBS-TA or APP- -60.0 plywood;See Note 1 Base;Poly SMS Base;Ultra annular ring shank nails TA or APP-TA Poly SMS Base;Yosemite "SYSTEM W-5 ZONE,2 8c 3,PERIMETER Sc CORNER AREA$ASESHEET ATTACHMENT `. _ Ultimate Design Wind Speed—Wit(mph) Roof Height Exposure Enclosure (ft) Zone 120 130 140 150 160 170 180 X Y Z X Y Z X Y Z X Y Z X, ' ,Y Z.?;r XY Z X,` Y, Z`a. 2-Perimeters 8 8 3 8 0<h<30 3-Comers $ 3 8 8 3 8 13" 3 8 Open 8 3 8 73 �7`. 6 3 6 5 46 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 B 3-Corners ',8" 3 8 8 3 8 8 3 '8 7 3 7 6, 3, 6 S 3 5 .5 '; ' 4 5 2-Perimeters 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 8-1 8 3 8 8 .3` 8- 7 3 7 6' : f'3 6:'` 6 3 6 4 77;7 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 811'' 3 8' 8 3 8 8, 3 8,, 7 3 7 6 3 6 4 3 4 4 3 4';. 2-Perimeters $ 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 S.,r 5 4 5 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 88 -` 3 8' 15<h<20 - - 3-Corners 8 ,, .3 8 8 3 8 7 ' 3 71 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 J 20<h<30 3-Corners 8 '8 7 3 7 5 3 5 5' 2-Perimeters $ 3 8 ;' 8 3 8 8 3'i 8 8 3 8 8 3 , 8<.: 8 3 8 30<h<40 3-Corners 8 .3, 8� 7 3 7 6 3'i' ,`6 5 4 5 'S• 5 Sf` 4 5 4 4 5= 4 NEMO ETC,LLC Evaluation Report C40710.12.13-R6 for FL16709-116 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 13 of 14 _ - ---- --- 0-NEmoletc— TABLE - 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 D.C.) '$YSiEM W=S ZONE 2& 3;`PERIMETER'&CORNER AREA BASE SHEET ATTACHMENT Ultimate Design Wind Speed—Vuie(mph) Roof Height Exposure Enclosure (ft) Zone 12D 130 140', 150 <360 ' 170 180 XY ;'' ,ZX 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 8 3 8 8 3 8 0<h<15 3-Corners .8 3 . S"` 8 3 8 7 ti3' 7 6 3 6 5 3 . 5 �'' 4 3 4 4 p 4'i 2-Perimeters 8 3 8 8 3 8 8 3 81., 8 3 8 S; 3., 8 7 3 7 15<h<20 3-Corners 8 "3 8 S 3 8 7 3 7 6 3 64 3 4. 4 3 4 4; 4 4 C Enclosed 2-Perimeters >ti 8': 3 8 ;i 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 6 5 3 5 4 3 4f`: 4 4 4 2-Perimeters 8 3 8 8 3 8 8"J 3,. 8', 8 3 8 7,'' 3 7' 6 3 6 5 `i 3 r 5 t 30<h<40 3-Corners 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 8t 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;',' S 4 5 5 ;:4 5';': 4 5 4 4 S 4 2-Perimeters 8 3 8 8 3 8 8 3r 8 8 3 8 8 3 8 r 7 •w 3, 7 a",y 15<h<20 3-Corners 8 7 3 7 6 3 6 5 4 5 5 5 5' 4 5 4 4, 6 4 Open ,. 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 Sy;;' 7 3 7 6 4 6 ' 20<h<30 3-Corners 7 3 7 ,; 6 3 6 5 4; 5 5 4 5 5 6 5 4 6 4 4 > 6 2-Perimeters = 8 3 '' 8 8 3 8 8 '3' 8 8 3 8 8 -`3 8 7 4 7 30<h<40 3-Corners 7 ,37 6 3 6 5 4- , 5. 4 4 4 4.. e, S 4 4 6 4 N/A D 2-Perimeters8 3 `! 8 8 3 8 8 8 3 8 7 "-:3 7 6 3 6 5 3 5 0<h<15 3-Corners 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 7 3 7 6 3 6 4 3 4 15<h<20 3-Corners 8 3 8 7 3 7 6 3 6 S 3 5 4 4 Enclosed 4,'' 4 5 4 4 5 4• 2-Perimeters '.'8 3 8 8 3 8 3 7 fi 3 :6,` 5 3 5 -- 20<h<30 i 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 r 4 3 4 30<h<40 N/A �_: G i 1: i 3-Corners 7 3', 7�' 6 3 6 4 3,;, 4 r 4 4 4 4 5 4 4 5 4 i NEMO ETC,LLC Evaluation Report C40710.12.13-116 for FL16709-116 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 14 of 14