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HomeMy WebLinkAboutPOLYGLASS LOW SLOPE2l4/2021 ba r Florida Building Code Online BQS Home Log In User Registration Not Topics Subnr t Surcharge Stats & Facts Product Approval n4 _ USER: Public User PM uct A -Pr vai Menu > Pr d_ _ ucl or AppiicaE'€an Search > implication List > Apptiead6tt Detail FL # FL1654-R27 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Publications _ Contact Us BCTS Site Map Links Search Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1330 Ext 242?1��� CJ malpert@polygiass.com Authorized Signature e Maury Alpert malpert@polyglass.com Technical Representative TECH REP Address/'hone/Email 1111 West Newport Center Drive Deerfield Beach, FL 33442 (866) 802-6017 uspolyglasstechnical@polyglass.com Quality Assurance Representative QA REP Address/Phone/Email 1111 West Newport Center Drive Deerfield Beach, FL 33442 (888) 410-1375 uspolyglasstechn€caiCa polyglass. com Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 11/07/2022 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of independence Referenced Standard and Year (of Standard) FL1654 R27.,CQj 2020 01. Col NIEMINEN,pdf Standard Year ASTM D4601 2012 ASTM D4897 2009 ASTM D6162 2015 ASTM D6163 2015 ASTM D5164 2011 ASTM D6222 2011 ASTM 06509 2015 https:l/loridabuilding.org/pr/pc app_dtl_aspx?param=wGE:VXQwtDgvgqu2w%2bnFgUPv2pw6pKxAhNlxQbXaKmD3x9HjyOAYxuQ%3d%3d l)2 214/202/ Florida Building Cade Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Products ASTM G155 2013 FM 4470 2016 FM 4474 2041 UL 1897 2012 Method 1 Option D 10/02/2020 10/04/2020 10/12/2020 12/15/2020 FL # Model, Number or Name 1654.1 Polyglass Modified Bitumen Roof Systems Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-622.5 Other; 1.) The design pressure in this application relates to one particular assembly over concrete deck. Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Limits of Use, 3.) Refer to FL16717 for HVHZ jurisdictions. Description SBS and APP modified bitumen roof systems Installation Instructions FL1654 R27 IT 2020 ()q 30 FINAL AlER PG MOD3T FL1654- R.? 77. pdf Verified By: Robert Hieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL1654 R27 AE 2020 09 30 FIMAL ER PG MODBIT FL1654- 927.pdf Created by Independent Third Party: Yes C Contact Us 2601 Blair Stone Road, Tallahassee FL 32399 Phgne: 850-487-1824 The State of Flonda is an AA/EEO employer. Gapyfiyht 2007-2U13 State of Fioricia. privacy Statement ;; Accessibili Statement :: Refund Statemens Under Florida law, email addresses are public records. 11 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 orrice 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, Ileensees licensers under Chapter 455, F.S. must provlde rite aeparrmenr with an email adUre55 if they have one. 'The emaifs provided may be used for offfclai communic&on 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: ® tCF . Crediti Safe rr- SlXuI-1tVME7'ItiCti https:llfloridabuilding.orglprlpr app dtl.aspx7param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAhNlxQbXaKmD3x9HjyOAYXuQ%3d%3d 2/2 NEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT Polyglass USA, Inc. Evaluation Report P9290.02.08-R25 1111 West Newport Center Drive FL1654-R27 Deerfield Beach, FL 33442 Date of Issuance: 02/11/2008 (954) 233-1330 Revision 25: 09/30/2020 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 7" Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Modified Bitumen Roof Systems LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEIVIO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEIVIO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEIVIO Ietc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECT40N: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5, plus a 94-page Appendix. Prepared by: Robert J.M. Nieminen P.E. 4;;..•S'r„.+ The facsimile seal appearing was authorized by Rob2f-t Floridarida Registration No, 59166, Florida i7C4ANE1983 3r_ ' ° � ���r.�':,; ,�.�••� Nieminen, P.E. on 09/30/2020. This does not serve as an electronically signed document. CERTIFICATi6N OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor wili acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued, 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation, Neither NEMO ETC, LLC nor Robert Nieminen, F.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specificailyfor that purpose. D2418, NEMO ETC, LLC ONEMO f etc, ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: Poiyglass Modified Bitumen Roof Systems, as produced by Poiyglass USA, Inc., have demonstrated compliance with the following sections of the 7"' Edition (2020) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind resistance FM 4474 2011 1504.3-1 Wind resistance UL 1897 2012 1504.6 Accelerated weathering ASTM G155 2013 1504.7 Impact resistance FM 4470, Section 4.6 2016 1507-10.2 Materiai standard ASTM D4601 2012 1507.10.2 Material standard ASTM D4897 2009 1507,11.2 Material standard ASTM D6162 2015 1507.11.2 Material standard ASTM D6163 2015 1507.11.2 Material standard ASTM DG164 2011 1507.11.2 Material standard ASTM D6222 2011 1507.11.2 Material standard ASTM D6509 2015 3. REFERENCES: Enti Exam Reference Date Entity Exam Reference Date ERD (TST6049) Physicals 1`10490.10.08-2 10/30/2008 FM (TST1867) FM 4470 3006115 OS/02/2001 ERD (TST6049) FM 4470/4474 P13760.09.09 09/10/2009 FM (TST1967) FM 4470 3012321 07/20/2002 FRO (TST60491 FM 4470/4474 1`13770.09A9 09/10/2009 FM (TS1­1867) FM 4470 3014692 08/05/2003 ERD(TST6049I FM 4470/4474 P30540.11.09-R1. 11/30/2009 FM (TST1867) FM 4470 3014751 08/27/2003 ERD {TST6049) FM A470/4474 P30550.12.09 12/02/2009 FM (TST1867) FM 4470 3007170 01/13/2004 FRO (TST6049) Physicals P33960.12.10 12/30/2010 FM (TST1867) FM 4470 3019317 06/30/2004 €RE)MT6049) FM 4470/4474 P33970.03.11 03/15/2011 FM (TST1867) FM 4470 M20703 07/30/2004 ERD (TSTb049) Physicals P37590.03.13-3A 03/0612013 FM (T571867) FM 4470/4474 3018332 ❑i/31/2nm ERD (TST6049) FM 4470/4474 P39680.03.13 03/04/2013 FM (TST1867) FM 4470/4474 3023368 n3/20/2006 ERD (TST6049) Physicals P37590.03.13-1-R1 06/26/ZC13 FM (7571867) FM 4470/4474 3024594 05/23/2006 ZRD(T576049) Physicals P37590.03.13-2-R1 07/01/2013 FM (75T1867) FM 4470/4474 3023458 07/18/20m ERD (TS76049) Physicals P37590.07.13-2 07/01/2013 FM (TST1867) FM 4470/4474 3030668 09/12/2007 ERD(TST5049) Physicafs P37590.03.13-5-R1 07/01/2013 FM (TST1867) FM 4470/4474 3032172 06/12/2009 ERD (TST6049) Physicals 1`37590.07-13-1 07/DZ/2013 FM (TST1867) FM 4470/4474 3049631 04/21/2014 ERE)(TST6049) FM 4470/4474 P41630.08.13 08/06/2013 FM (TST1867) FM 447014474 3057029 02/02/2017 ERD (TST6049) Physicals P45940.C9-13 09/04/2013 NEMO (TST6D49) Criticality 4S-PLYG-18-001.06-18 06/23/2018 ERD (TST60491 Physicals P44370.10.13 10/04/2013 NFMO (TST6049) FM 4474 4L-PLYG-18-003.08.18 08/21/2018 ERD (TST6049) Physicals P39520.09.14-2 09/11/2014 MEMO (TST6049) Criticality 4S-PLYG-18-001.10.18 10/03/2018 ERR (TST6049) FM 4470/4474 SC6160.11.14 11/10/2014 NEMO (TST6049) ASTM 04897 45-PLYG-18-002-t1.28-2 11/16/2018 ERD (TST6049) Physicals P4544OSC.03.15-1 03/31/2015 NFMO (TST6049) ASTM 06164 45-PLYG-18-002.11.18-3 11/28/2018 ERD (TST6049) Physicals SC5170.05.15 05/08/2015 NEMO (TST6049) FM 4474 4L-PLYG-38-003.11.18 11/28/2018 ERD (TST6049) FM 4474 SC8085-05.15 05/19/2015 NEMO (TST6049) FM 4474 4L-PLYG-18-003.01.19 01111/2019 ERD (TST6049) PhysicaEs SC5170.12.15 12/29/2015 NEMO(TST6049) ASTM D6163 45-PLYG 18-002.01.19-A 01/24/2019 ERD (TST6049) FM 4470/4474 SC9455A5 04/01/2016 NEW (TST6049) ASTM D6162 4S-PLYG-18-002.01.19-a 01/2512019 ERD (TST6049) FM 4470/4474 PLYG-5C8905J)5-16-1 05/17/2016 NEMO (TST6049) FM 4474 4L-PLYG-18-003.04.19-A 04/08/2019 ERD (TST6049) FM 4470/4474 PLYG-SC8905.05.16-2 05/17/203.6 NEMO (TST6049) ASTM D6222 4S-PLYG-18-002.05.19-C 05/20/2019 ERD (TST6049) FM 4470/4474 PLYG-SC10815.07.16-R1 09/23/2016 NEMO (TST6049) ASTM D6222 4S-PLYG-18-002.05.19-0 05/20/2019 ERD (TST6049) UL 1897 PLYG-SC12025.10.16 10/1212016 NEMQ (TST6049) ASTM D6163 45-PLY6-M-002.05.19-H 05/20/2019 ERD (TST60491 FM 4470/4474 PLYG-SC11475.16 11/17/2016 NEMO (TST6049) ASTM D6164 4S•PLYG-16-002M 19-N 05/31/2019 ERD (TST60491 FM 4470/4474 PLYG-SC13235.01.17 D1/17/2017 NEMO (T5T6049) Criticality 4S-PLYG-18.001A6.19-A 07/17/2019 ERD (TST6049) FM 447(1/4474 PLY(3-SC13920.05.17 05/30/2017 NEMO UST6049) ASTM 06164 45-PLYG-18-002 09.19-1 09/06/2019 ERD (TST112=}4) FM 4470/4474 PLYG-CTL13945,05.17-1 05130/20I7 NEMO (TST6049) ASTM 0616A 45-PLYG-1$-002.09.19-4 09/06/2019 ERD (TST11294) FM 4470/4474 PLYG-CTL13945.05.17-s 03/30/2017 NEMD (TST6049) FM 4474 4a-PLYG-20-LSW1J5.01.A OP/28/2020 EfMD TST6049) FM 4470/4474 PLYG-SC13945.05.1/ 05/30/2017 PRI(TST5878) Physicals PUSA-062.02-01 12YO412007 ERD{TST6049) FM 4470/4474 PLYG-S(:15760.09.17 09/11/2017 PRIITST5878) Physicals PUSA-061-02-02 01/28/2006 FM (TST1367) FM 4470 2W7A7.AM 08/04/1994 PRI (TST5878) Physicals PUSA-064-02-02 OZ/Z7/2009 FM (TST1867) FM 4470 OD3A3-AM 04/04/1997 PRI(TST5878) Physicals PUSA-062.02-02 12/04/2009 FM (TST1867) FM 4470 2DOA0.AM 12/23/1998 PRI (TSTS878) TAS 114 PUSA-188-M-01 02/08/2017 NEMO ETC, LLC Evaluation Report 13,9290.02.08-1125 Ctrrificate o/Ruthorization #32455 7- EDITION (2020) F8C NON-HVHZ EVALUATION FL16S4-R27 Poiyglass Modified Bitumen Roof Systems Revision 25. 09/50JZ020 Page 2 of 5 Entlw Exam Reference Date Kqiitf Exam FM (TST18671 FM 4470 ZDSA9.AM 06/22/1999 PRI(TST5878) TAS114 FM W18671 FM 4470 3006646 01/04/2000 PRI(TSTS878) TA5114 FM (T5T1867) FM 4470 3001334 01/25/20W PRI (TST5878) TAS114 FM (TST1867) FM 4470 3001334 02/15/2000 PR€(TST5878) TAS114 FM (TST1867) FM 4470 3000857 1)1/12/2000 M-0(CER1592) HVHZ FM (TST1867) FM 4470 3OW91 01/12/2000 M-0 (CER1592) Prop. for Rev. UL (QUA9625) Quality Contra€ fONEMOJetc. Reference Date PUSA-18802-02 02/08/2017 PUSA-188-02-03 02/08/2017 P U 5A-202-02-01 05 / 17/2017 PU5A-202-02-02 05/17/2017 Various NOAs Various 10-0823 10/12/2010 Service Confirm 09/13/2019 PRODUCT L7 This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA, Inc. published installation instructions and the Limitations / Conditions of Use herein. TABLE 1: ROLL -Goons FOR MODIFIED (BITUMEN ROOF SYSTEMS Type Product Material Standard Plant(s) Reference Type Grade Polyglass G2 Base ASTM D4601 it N/A AL Polyflex $A Base ASTM D4601 11 N/A FL Base Sheets Elastobase SA ASTM D4601 11 N/A PA Elastovent ASTM D4897 N/A N/A PA Polyglass Base ASTM D6509 N/A N/A FL APP, Smooth -Surface Polybond ASTM D6222 I 5 FL Membranes Polyflex ASTM D6222 I S FL PDlykool ASTM D6222 I 5 FL Polybond G ASTM D6222 I G FL Polyflex G ASTM D6222 I G FL Polyflex G FR ASTM D6222 I f G FL APP, Granule -Surface Polyfresko G ASTM D6222 I G NV Membranes Polyfresko G FR A5TM D6222 1 G NV Polyflex SA P ASTM D6222 l G FL, TX Polyflex SA P FR ASTM D6222 i G TX Polyfresko G 5A ASTM D6222 [ G NV Polyfresko G SA FR ASTM D6222 ! G NV Elastoshield HT ASTM D6162 Ifl 5 FL Elastobase ASTM D6163 I S FL Elastoflex V ASTM D6163 I 5 FL Elastoflex SA V ASTM D6163 I S FL, PA, TX Elastoflex SA V FR ASTM D6163 1 S FL, PA, TX SBS, Smooth -Surface Elastoflex SA V Plus ASTM D6163 I S FL, TX !Membranes Elastoflex SA V Plus FR ASTM D6163 I S F[, TX Elastobase P ASTM D6164 I S FL, TX Elastoflex SA Base HI? ASTM 06164 [ 5 PA, TX Elastoflex 56 ASTM D6164 I S FL Elastoflex 56 HP ASTM D6164 II 5 NV Polyreflect ASTM D6164 I 5 FL Elastoshield HT G ASTM D6162 III±:_G FL Flastoshield HT G FR ASTM D6162 III G FL Elastoflex V G ASTM D6163 I G FL, PA Elastoflex V G FR ASTM D6163 ! G FL, PA SBS, Granule Surface Elastoflex S6 G ASTM D6164 I G FL, PA Membranes Elastoflex S6 G FR ASTM 06164 I G FL Elastoshield TS G ASTM 06164 I G FL, TX Elastoshield TS G FR ASTM 06164 i G FL, TX Elastoflex SA P ASTM D61.64 I G FL, TX Elastoflex SAP FR ASTM D6164 I G FL, TX NEMO ETC, LLC Evaluation Report 119290.02.08-R25 Certiicote ofAuthorizotion #32455 7T" EDI-rioN (2020) FSC NON-FIVHi EVALUATION FL1654-RZ7 Polyglass Modified Bitumen Roof Systems Revision 25° 09/30/2020 Page 3 of 5 ONEMOJetc. 5.1 This is a Building Code Evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami -Dade Counties). 5.3 This Evaluation Report 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. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 This Evaluation Report does not include evaluation of roof edge termination. Refer to FBC 1504.5 for requirements and limitations regarding edge securement for low -slope roofs. 5.6 Refer to FBC 1511 for requirements and limitations regarding recover installations. 5.6.1 For mechanically attached components over existing roof 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 shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.6.2 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. if any surface conditions exist that bring system performance into question, field uplift testing in accordance with ANSI/SPRI IA- 1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.6.3 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system 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 ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.7 Refer to Appendix 1 for system attachment requirements for wind load resistance. 5.7.1 "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to I margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 5.7.2 For mechanically attached components or partially -bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FBC Chapter 16. Elevated pressure zones 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 (February 2020) for Zone 2/3 enhancements. 5.7.3 For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 5.8 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. Refer to the Product Approval of the component manufacturer for components listed in Appendix 1 that are produced by a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report. NEMO ETC, LLC Evaluation Report P9290.02.08-R25 Certificote OfAuthorizotion VE2455 7T"EDITION (2020) FBC N{)N-HVHZ EVALUATION FL1654-R27 Polyglass Modified Bitumen Roof Systems Revision 25: 09/30/2020 Page 4 of 5 * Ak NEMO I etc. Polyglass Modified Bitumen Roof Systems shall be installed in accordance with Polyglass USA, Inc. published installation instructions, subject to the Limitations / Conditions of Use noted herein. r As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. contact the named Q4 entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 ClA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. QUALITY ASSURANCE UL, 7C—QU79625: (414) 248-6409, karen.buchmann@ul.com - THE 94E-PAGES THAT FOLLOW FORA4 FART OF THtS EVALUATION REPORT - NEM4 £Tc, LLC Evaluation Report P9290.02.08-RZS Certifcu- of Authorization #32455 7' EDITION {2020) FBC NON-HVHZ EVALUA-PON FL1654-RZ7 Polyglass Modified Bitumen Roof Systerns Revision 25; 09/30/2020 Page 5 of 5 V R -j' 0i V 2 LU z ul N rf V1 al m Ol �L Ci 1- -i N N N R Q N n N O � V O p u ° `w U [b3 O 'C v a U C O O O p °in O � y m > O V in m° fa 4 m � c G' O b a L � v, a 2 a ro w y O O U C + � ql aJ b c ,a, L �61 N b i� a c W W m vz a c° o m y m is U m v a) x G vv v s^ o cea p L Q Q -o CO V V y = V U 'L'S G Q Q (� C Q a, N G m � N EJ aJ a3 V d d � U i�.J U � '� � � Qj � a Q d ¢ a73 v � w c v v w w N += c c m Z z° Z a z 0 O Q a O O D w O CL m a, Q p y n »- m `b m a` m c z o s Z z z" z z z z z m m� L"I� 0 � ml �' j��mImm ��m1�fmmmm1 -1ar� Nzu } ° } a " v b Iz O O r O O U U U v L C a d 7 b o i� "b ? {] } m ... 0.' 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