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HomeMy WebLinkAboutProduct Approval ;vrf-+y>iii3F :'r:..-'Y`• y.t Sa,.,•^ar r k,>' t � � `�{Yt Y'!t`^.i�17�f,�.tiCx�2;4�.+»'`-K' `•K��.' t�t{Mil'6�5t.• `593Y.r + `4`y, �jya ?1.,4r<• J��5.'ir!e'Z it`'.''+`f, S�� r"t;r'- a''�.t.Jf.. <kt> }''�t`�r ..ti',lA•}tr yvy.••,j'�'� ✓tret RIM ji6'r,:7�t;1S_ /l"ti:'��l,Ysj'C,.1.1:)•t j�c1-/-�S�'.Ell$v+''.�.�i r t�� r�"1`)�/ �,:i S 'w +,FitE.rtlt j.:*='F •t;c�i`1rr..:Ir{t�''K �.Gt �icZ`td �;.+:-4�� t4 iV'• M.n.n 7 ith }t}'Yt t�. �Mri±'�i ter,.'[i gm „a![{�-y4`i:.,,yli• +��?rftr'P�,1/.*i�.`�:{`,,�., ,f.,J 11; "�—��(Y�F.. ! - F10AIOA�fiRARTMEMLOF._}t^k,tt,•5''6,��..,,� �.i Y `l'?1y4"it iS" �t y' .` �.nL`tt? �, sT Yy,��v n�/f i�'�IF t'� 1- •.II II..,.( :i.V , �.A �-v7r.r"t! 7� ;d!xl,,i't ,..�.,.,31 .at�.,� :k 'f> L'hv l� 71�at _,,-,£ s' '1 �1�• � �'•a L+h_L_,I�.�'...�+• �t 'Y, t• 1 t s" v'�'� L d �<t:;,�:.{•���.�y>u�'[ixs fu.�d�„"'h �.+�F .�.. g��t5s,'^s•,tf '� �!I t� x Business &>!ProfessIorial Regula#ion},r s� �;� 1 f . r� � ri.,,'j ; t...t�.,.�.• _ 5.�'-, yy_•.___ r _tx°'!e� r - �`''YF[ij 'ti•. ^r' .:. < 'r'rl Y Y�"�r'}'( + ?� 3,•a tj 1��n,ry,�rs- �•� •'iti.4v 3?.. '�.,yl.c�::l�,.�i=-G3�+,s hs`.'�1:.;'}�zZi•�v+tier:�.`t".�•+u'}.`-Y%itX:�1a:'��r«�w'y,,.'G :Oft:r�:t*#"'2..�r+4i`iL�3 .,yh21�L:'t.-L,3..ti1.a,•.�OBDRHOHE ABOIfl:U9PR OBQftUIVI510fi5 COM1TACi OHPR I � ►OFFlCEOFTHE s hT • � -19. 4...- •r..Y:....}r( •.• gg }t4 0. t `r 14F`-. • `t f i�`�u t�� „� � .• � t V4't�t Ai M��t� a!d • yytj mac!����� � •• .r.ztl' i `•1 a r °ti ty iY�r s,�i��rlk4 4 t. 3i-• C�3t•.•} L; t 'eK� c irS r2 •`"L +RS', d§`G71 .`+fir„°kl� ”�• `lr 4i�t +L �rxM•t.1 Z Rr,4 y.S--A `� . •t ! �� • .i:t; }t•�r�4 is `, V�l a��tl'r � 15u rt? • +�7�, wth F,,"air_ ``' •. 1 1 giJ i. ,jllly r}t'jt -•C"I:L •' 1 Yt 'Al i tel-•. it rrr•N .n+ µti;! ` 111;.' •• 1 y ` , 8/27/2019 Florida Building Code-Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/12/2019 Date Validated 08/13/2019 Date Pending FBC Approval 08/17/2019 SummarySofeP.roduetsx`�"<^,x?:.t.i::^� 1rt� .xr.:.t ��;�:...a,e�r�•��ty,.dr::,_ca:�.,._.;...�'�--:�` ^-,�r.�a��•.t��...-.:.3��: y Fl #'- ;:Model,`.Number or Name ; Description r•; 1654.1 Polyglass SBS and APP Modified I SBS and APP modified bitumen roof systems Bitumen Roof Systems Limits of Use I Installation Instructions Approved for use in HVHZ: No FL1654 R25 II 2019 08 FINAL Al ER PG MODBIT FL1654- Approved for use outside HVHZ:Yes R25.pdf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party:Yes Other: 1.)The design pressure in this application relates to Evaluation Reports one particular assembly over concrete deck. Refer to the ER FL1654 R25 AE 2019 08 FINAL ER PG MODBIT FL1654- Appendix for other systems and deck types. 2.) Refer to ER, 1125.pdf Section 5 for other Limits of Use. Created by Independent Third Party: Yes Contact us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850.487--I824 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(t), 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 ifyou are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe NNEMO I etc. .,APPENDIX :ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE I TAWBWR� DECK APPLICATION TYPE DESCRIPTION PAGE IA Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5 IB Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-9 IC Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 10-11 ID Wood New,Reroof(Tear-Off)or Recover B Mech,Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12 IE Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 12-14 IF Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 15-18 IG Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 18-22 IH Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 23-28 11 Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 29 2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 30-32 2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 33-37 2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-1 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 38-39 2D Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Velociflex,Bonded Roof Cover 40-41 3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 42-50 313 Structural concrete New or Reroof(Tear-off) F _ Non-Insulated,Bonded Roof Cover so 4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 51-53 4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 54 4C Lightweight concrete New or Reroof(Tear-off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 55-58 5A Cementitious wood fiber New or Reroof(Tear-off) A-1 Bonded Insulation,Bonded Roof Cover 59 SB Cementitious wood fiber Reroof'(Tear-Off)or Recover _Z2 Mech,Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 60 SC Cementitious wood fiber Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 61 SO Cementitious wood fiber Reroof(Tear-Off)or Recover C Mech,Attached insulation,Bonded Roof Cover 61 5E Cementitious wood fiber Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 61 6A Existing gypsum Reroof(Tear-Off) - A-1 Bonded Insulation,Bonded Roof Cover 62-64 68 Existing gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 64 6C Existing gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 64 6D Existing gypsum Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 64 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 65-69 7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 69 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 Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement: >Wood: Minimum 0.75-Inch penetration. > Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck, >Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. NEMO ETC,LLC Evaluation Report P9290.02.08-R23 for F1.1654-1125 Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 23:08/12/2019 02018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233.1330 Appendix 1,Page 1 of 69 NNEMO I etc. 3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,gypsum-based roof board or mineral-wool 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 Chapter 26,when installed with the roof cover. 4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover),whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. S. Preliminary insulation attachment for System Type D:Unless otherwise noted,refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29(January 2016). 6. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions. Hot asphalt(HA): Full coverage at 25-30 lbs/square. > Dow INSTA STIK Quik Set Insulation Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. i Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. i Millennium PG-1 Pump Grade Adhesive(M-PG1): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. i OMG OlyBond 500(08500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot). Note: OlyBond Green may be used where 01yBond 500 is referenced. i OlyBond Classic(OB Classic): Full coverage at 1 gal/square. > ICP Adhesive&Sealants Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c. i Note: When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,board joints shall be staggered. Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted,all insulations are flat-stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed fora particular system in the tables,then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table: ➢ Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-inch thick) i Millennium PG-1 Pump Grade Adhesive(M-PG1): MDP -157.5 psf (Min.0.5-inch thick) Y OMG OlyBond 500(06500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3) i OMG OlyBond 500(013500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GL) i OMG OlyBond 500(013500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3) i OMG OlyBond 500(OBS00): MDP -487.5 psf (Min.0.5-inch thick ACFoam II) > ICP Adhesives&Sealants Polyset CR-20: MDP -117.5 psf (Min.1.0-inch thick) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1,FM Loss Prevention Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk'carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 10. For fully bonded assemblies,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted. 11. For mechanically attached components over 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 TAS105. 12. For existing substrates in a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system(for recover)shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing in accordance with ANSI/SPRI IA-1,A5TM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application. MEMO ETC,LLC Evaluation Report P9290.02.08-R23 for FL1654-R25 Certificate of Authoriiation#32455 6T"EDITION(2017)F13C NON-HVHZ EVALUATION Revision 23:08/12/2019 02018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 2 of 69 MEMO I etc. 14. Lightweight Insulating Concrete(LWC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced,refer to current LWC Product Approval for specific deck construction and limitations. Unless otherwise noted,for systems where specific LWC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness Is 2-inches. For LWC over structural concrete,reference is made to FBC Section 1917.4.1;Point 1. For"pre-existent'LWC references,listings were established through testing over lightweight concrete cast using only foaming agent(ASTM C896),water and Portland cement(ASTM C350),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO(FBC CER1592). Unless otherwise noted, use of these listings in new construction or re-roof(tear-off)applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. POLYGLAss ROOF COVERS REFERENCE LAYER I MATERIAL APPLICATION BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type II Hot Asphalt at 20-40 (Base and Ply sheets, Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI lbs/square Asphalt-Applied) Note: Asphalt-applied sheets or insulation shall not be applied to poly film surfaced membranes. Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex 56,Elastoflex S6 HP,Elastoshield HT PG350 at 1.5-2.0 SBS-CAI Cap Ply Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex 56 HP,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS gal/square G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex 56 HP Polyplus 35 at 1.5-2.0 SBS-CA2 Cap Ply Elastoflex V G,Elastoflex V G FR,Elastoflex 56,Elastoflex 56 HP,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS gal/square G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Base Ply or Ply One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoflex 56,Elastoflex S6 HP,Elastoshield HT Hot Asphalt at 20-40 SBS-AA Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex 56,Elastoflex S6 HP,Elastoflex 56 G,Elastoflex 56 G FR,Elastoshield TS G, (SBS,Asphalt-Applied) Cap Ply Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) lbs/square Note: Asphalt-applied sheets or insulation shall not be applied to poly-film surfaced membranes. SBS-TA Base Ply or Ply One or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield HT [SBS,Torch-Applied) Cap Ply Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex 56 G FR,Elastoshield TS G, Torch-Applied Elastoshield TS G FR,Polyfresko G SBS(poly-film backed),Polyfresko G SB5 FR(poly-film backed) Base Ply One or more plies lastoflex S Elastoflex SA V FR,Elastoflex SA V Plus,Elastoflex SA V Plus FR SBS-SA Cap Ply Elastoflex SA P,Elastoflex SAP FR,Polyreflect Self-Adhering (SBS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein, Elastobase(poly/sand)or Elastobase(poly/poly). PG350 at 1.5-2.0 APP-CA1 Cap Ply Polyflex G FR gal/square APP-TA Base Ply or Ply One or more plies Polyglass Base,Polyflex,Polybond y y y y y y Torch-Applied [APP,Torch-Applied) Cap PIy Pol flex Pol flex Pol flex G FR,Pol bond,Pol bond G,Polyfresko G,Polyfresko G FR Cap Ply Polyflex SA , lex SA P FR,Polyfresko G SA P,Polyfresko G SA P FR,Polykool APP-SA Note: Unless otherwise noted,permissible membrane substrates forAPP-SA are limited to the SBS-SA Base Ply options herein, Self-Adhering (APP,Self-Adhering) Elastobase(poly/sand)or Elastobase(poly/poly). NEMO ETC,LLC Evaluation Report P9290.02.08-R23 for FL1654-1125 Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 23:08/12/2019 ©2018 MEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 3 of 69 k ONEMO etc. TABLE 11: ... DECKS BONDEDSYSTEM TYPE F:NON-I NSULATED, ROOF System Roof Cover(Note SS) MDP(psf) No. Deck(Note 1) Primer Joint Treatment Base Ply Ply Cap Ply APA rated,7/16 W-182 CAT,0.418 in., None OSB joints are covered with 4-inch wide strips of Elastoflex SA V,rolled into place to Elastoflex SA V Plus or (Optional)SBS-SA,585- SBS-$A,APP-SA,SOS- -52.5 create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA -TNosure 1 OSB in.15/32-inch SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -90.0 183 plywood None None TA,APP-TA TA,APP-TA W-184 Min.15/32-inch (Optional)PG100 None Polyflex SA Base (Optional)APP-TA APP-TA -90.0 plywood Min.15/32-inch SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -97.5 W-185 PG100 None TA,APP-TA TA,APP-TA plywood Min.15/32-inch Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -97.5 W-166 (Optional)PG100 Elastoflex SA V FR TA,APP-TA TA,APP-TA plywood place to create continuous bond. W-187 Min.15/32-inch POLYBRITE 745 or None SBS-SA (Optional)SBS-SA,SBS. SBS-SA,APP-SA,SBS- -105.0 plywood WB3000 TA,APP-TA TA,APP-TA Min.15/32-inch Plywood joints are covered with 4-inch wide strips of Elastoflex SAV Plus,rolled into Elastoflex SA V Plus or (Optional)SBS-SA,SBS-. SBS-SA,APP-SA,SBS- -135.0 W-188 plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA Min.15/32-Inch Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Pol flex SA Base (Optional)APP-TA APP-TA -135.0 W-189 plywood (Optional)PG100 place to create continuous bond. Poly NEMO ETC,LLC Evaluation Report P9290.02.08-R23 for FL3654-R25 Certificate of Authorization#32455 6t"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 23:08/12/2019 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(9S4)233-1330 Appendix 1,Page 29 of 69