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Home My WebLink AboutAPPROVED, Product Approvals Set 1 Metal3/12/2021 ^ Florida Building Code Online ' . BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications ! Contact Us BCIS Site Map i Unks { Search db'r 7 Pr.dUSER: ub Approval �y USER: Public User r Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL25621-R2 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 flvalidation@yahoo.com Richard McKuhen flvalidation@yahoo.com Roofing Metal Roofing 25uI-I *2 1 G '5A.e,C' iG 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 David Eng Evaluation Report Florida License PE-81377 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By James R Wally, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL25621 R2 COI 26ga SnapMax p>ywood.pdf Standard TAS 100 TAS 125 UL 580 Year 1995 2003 2006 https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgsKQFEnckBlO7IJGiliolYgdSepolaWOZICDw56hlzFHg%3d%3d 1/4 311212021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 12/16/2020 12/17/2020 12/26/2020 02/09/2021 FL # Model, Number or Name Description 25621.1 j 01: 26ga SnapMax on Plywood 269a (min) SnapMax 1.0" nail strip on 15/32" (min) plywood or 1 — ---------- -------- -- — — - -- -- 3/4" (min) wood plank -- --- -- -- Limits of Use --- -- - Installation Instructions Approved for use in HVHZ: No FL25621 R2 II 26ga SnapMax plywood.pdf Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes II Design Pressure: +N/A/-97.25 Evaluation Reports I Other: Refer to evaluation report FL25621 R2 AE 26ga SnapMax plywood pdf Created by Independent Third Party: Yes 25621.2 02: 032 Aluminum SnapMax on Nominally 0.032" aluminum (or thicker) SnapMax 1.0" nail strip — I Plywood on 15/32" (min) plywood or 3/4" wood plank — Lil mits of Use — Installation Instructions Approved for use in HVHZ: No FL25621 R2 II 032 SnapMax piywood.pdf Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N%A/-78.5 Evaluation Reports Other: Refer to evaluation report FL25621 R2 AE 032 SnapMax piywood.pdf 25621.3 03: 032 Aluminum 12" SnapMax on Created by Independent Third Party: Yes Nominally 0.032" aluminum (or thicker) SnapMax 1.0" nail strip ...................... 1 j Plywood ; with 12" coverage on 15/32" (min) plywood or 3/4" wood plank Limits of Use ' Installation Instructions Approved for use in HVHZ: No FL25621 R2 II 032 SnapMax 12in Piywo d.pdf Approved for use outside HVHZ: Yes ;Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes ! Design Pressure: +N/A/-69,25 ; Evaluation Reports Other: Refer to evaluation report FL25621 R2 AE 032 SnapMax 12in PI wood.pdf Created by Independent Third Party: Yes 25621.4 04: 26ga SnapMax on Plywood 26ga (min) SnapMax 1.0" nail strip on 15/32" (min) plywood or — _---�—� 3/4" (min) wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL25621 R2 II 26ga SnapMax ply ood pdf Approved for use outside HVHZ: Yes Verified By: David Eng, PE $1377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-121.75 Evaluation Reports Other: Refer to evaluation report FL25621 R2 AE 26ga SnapMax glywood D.pdf Created by Independent Third Party: Yes 25621.5 105: 26ga SnapMax on Plywood HVHZ 26ga (min) SnapMax 1.0" nail strip on 15/32" (min) plywood or j ! 3/4" (min) wood plank 1 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes ----------------------- ----- Installation Instructions FL25621 R2 II 26ga SnapMax plywood HVHZ.odf Verified By: David Eng, PE 81377 Impact Resistant: N/A Design Pressure: +N/A/-176 Created by Independent Third Party: Yes Evaluation Reports Other: Refer to evaluation report FL25621 R2 AE 26ga SnapMax plywood HVHZ.pdf Created by Independent Third Party: Yes �25621.6 06: 24ga SnapMax on Plywood 24ga (min) SnapMax 1.0" nail strip on 15/32" (min) plywood or 3/4" (min) wood plank _� Limits of Use Installation Instructions Approved for use in HVHZ: No FL25621 R2 II 24ga SnapMax plywood.pdf I Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant, WA Created by Independent Third Party: Yes Design Pressure: +N/A/-206 Evaluation Reports O#her: Refer to evaluation report FL25621 R2 AE 249a SnapMax plywood.pdf Created by Independent Third Party: Yes 25621.7 1 07: 032 Aluminum SnapMax on Nominally 0.032" aluminum (or thicker) SnapMax 1.0" nail strip I Plywood on 15/32" (min) plywood or 3/4" wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL25621 R2 II 032 Snal2Max plywood d.pdf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKQFEnckBl07IJGil iolYgdSepol aWOZICDw56hlzFHg%3d%3d 2/4 3/12/2021 Florida Building Code Online Approved for use outsi 1VHZ- Yes Verified By: Da, rig, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-168.5 i Evaluation Reports Other: Refer to evaluation report FL25621 R2 AE 032 SnapMax plywood d.pdf Created by Independent Third Party: Yes _— 25621.8 08: 032 Aluminum SnapMax on ! Nominally 0.032" aluminum (or thicker) SnapMax 1.0" nail strip Plywood HVHZ on 15/32" (min) plywood or 3/4" wood plank Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL25621 R2 II 032 SnapMax plywood HVHZ.pdf Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A ? Created by Independent Third Party: Yes Design Pressure: +N/A/-175 Evaluation Reports Other: Refer to evaluation report FL25621 R2 AE 032 SnapMax plywood HVHZ.pdf j Created by Independent Third Party: Yes 25621.9 09: 26ga 19" TopMax on Plywood 26ga (min) TopMax 1.5" nail strip with 19" coverage on 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use i Installation Instructions Approved for use in HVHZ; No FL25621 R2 II 26ga TopMax 19in ply _9od.pdf Approved for use outside HVHZ: Yes ;Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-63.5 Evaluation Reports Other: Refer to evaluation report FL25621 R2 AE 26ga TopMax 19in plywoo .pdf Created by Independent Third Party: Yes 125621.10 10: 032 Aluminum TopMax on I Nominally 0.032" aluminum (or thicker) TopMax 1.5" nail strip plywood HVHZ on 15/32" (min) plywood or 3/4" wood plank Limits of Use i Installation Instructions Approved for use in HVHZ: Yes FL25621 R2 II 032 TopMax p IyMkQL HVHZ.pdf Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A j Created by Independent Third Party: Yes Design Pressure: +N/A/-179.5 •; Evaluation Reports 1 Other., Refer to evaluation report FL25621 R2 AE 032 TopMax plywood HVHZ.pdf Created by Independent Third Party: Yes I 25621.11 11: 24ga TopMax on Plywood HVHZ 24ga (min) TopMax 1.5" nail strip on 15/32" (min) plywood or i 3/4" (min) wood plank Limits of Use . Installation Instructions Approved for use in HVHZ: Yes FL25621 R2 II 24ga TopMax plywood HVHZ.pdf Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-153.5 Evaluation Reports Other: Refer to evaluation report FL25621 R2 AE 24ga TopMax plywood HVHZ. pdf i Created by Independent Third Party: Yes 25621.12 i 12: 24ga 19" TopMax on Plywood HVHZ Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-116.25 Other: Refer to evaluation report 25621,13 1 13: 032 Aluminum 19" TopMax on plywood HVHZ i Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes j Impact Resistant: WA Design Pressure: +N/A/-166.75 Other: Refer to evaluation report 24ga (min) TopMax 1.5" nail strip with 19" coverage on 15/32" (min) plywood or 3/4" (min) wood plank Installation Instructions FL25621 R2 II 24ga TopMax 19in plywood HVHZ.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL25621 R2 AE 24ga TopMax 19in plywood HVHZ.pdf Created by Independent Third Party: Yes Nominally 0.032" aluminum (or thicker) TopMax 1.5" nail strip with 19" coverage on 15/32" (min) plywood or 3/4" (min) wood plank Installation Instructions FL25621 R2 II 032 TopMax 19in plywood HVHZ.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL25621 R2 AE 032 TopMax 19in plywood HVHZ.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cop-yrlght 2007-2013 State of Florida.:: Prn cy ement :: Accessibility Statement :: Refund Statement Stat 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 https://www.floridabuilding.org/pr/pr_app_ott.aspx?param=wGEVXQwtDgsKQFEnckBI 07lJGil iolYgd$epol aWOZICDw56hlzFHg%3d%3d 3/4 3/12/2021 Florida Building Code Online provided may be used for officia iunication with the licensee. However email addresses are public n If you do not wish to supply a personal address, please provide the Department with an e..... address which can be made available to the public. To determine if , .re a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M WWII ® E1 M Credo`. Card Safe hops://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsKQFEnckBl07lJGi1iolYgdSepo1 aWOZICDw56hlzFHg%3d%3d 4/4 EXTREMEMETAL FABRICATORS SKILLED CRAFTERS OFMcl-7..4L pi00—/'j/VG�Y�}�r+i 26ga (min) S NAPMAX over 15/32" (min) plywood Extreme Metal Fabricators 2160 SW Poma Dr I Palm City FL 34990 Product Description Nailstrip, snaplock style panel with a 16" maximum panel width and a nominal rib height of 1" Product Material 26ga (min) steel Corrosion resistant per FBC 1507.4.3 where required Fastener #10 x 1-inch pancake style fastener Compliant with FBC 1506.6 where required. Substrate/Deck 15/32" (min) plywood or 3/4" (min) thick wood plank (min S.G. of 0.42) Evaluated by: David Eng, PE Timberlake Cove, LLC 3324 W Univ Ave #206 1 Gainesville FL FL PE 81377 1 FL CA 33344 www.TimberLakeCove.com Digitally signed by David E Eng Date:2020.12.16 10:26:54+01,00, No. 81377 "gyp' STATE OF '/,/ `S/aNAt- Instructions: Select the appropriate load table that applies to the structure in question. Determine the design wind speed for the project location. Use the attachment method indicated for that windspeed within each roof zone. NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept. For the load tables below, the worst case was taken for each zone and reported using the standard zones 1-2-3: Zone 1 includes zones 1 and 1' Zone 2 includes zones 2e, 2r, and 2n Zone 3 includes zones 3e and 3r Combining these zones creates a clear, simple scheme, at the expense of some design efficiency. Contact the manufacturer for further information, or consult a licensed design professional. METHOD A METHOD B -ar.-t a h-- HIP ROOF GABLE ROOF -"' ,. 1W:' OF LEAST HO{ZONTAL DIMENSIONOR 0 4h. WHICHEVER IS SAWLLER. BUT NOT LESS THAN EITHER 4%OF LEAST HORIZONTAL DIMENSION OR 3FT 10.9MI. OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE. ROOF ZONES FOR GENERIC BUILDI NR: NOT RATE FEMALE LEG SNAPS CONSULT DEN' ly I"EC iAIE' ttG SNAI'S 1 I` PANTO LEG PROFESSION/ �~'�-`_ i3NTtJ tv1ALE LEG PPLI SEALANT APPLIED 70 LASE OF MALL LF: G N EC E S SAF #10 FASTENER #10 f ASTENLR ATG"0C. AT 6" U.0 Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following cril Are located in Exposure B area Are located in B, C, or D exposure area Have either a flat roof, or gable/hip roof with max slope of 12:12 Have either a flat roof, or gable/hip roof with max slope of Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL25621.01: 26 a Sna Max on 15132" ply&ood FL25621.01: 26 a Sna Max on 15132" 121 c Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 18( 1: A A A A A A A A A A A I Zone 1: A A A A A A A B Zone 2: A A A A A A A A B - - Zone 2: A A A A B - - - ,Zone Zone 3: A A A A A A B - - - - Zone 3: A A A B - - - Use this load table for structures which meet the following criteria: Are located in Exposure B area Have either a fiat roof less than 70, hip roof with max slope of 12:12, or gable roof with slope between 4.4:12 & 12:12 Have a mean Roof Height of 30 feet or less CI •fcC77 n i =A 4Zr17nU!my nn 11RIA911 nlvwood Use this load table for structures which meet the following cri Are located in B, C, or D exposure area Have either a flat roof less than 70, hip roof with max slope of 12:12, or gable roof with slope between 4.4 Have a mean Roof Height of 30 feet or less r1 %r^nA 114. •1C.... Cry- -Rfi�v e%n 7ri%�iIll%fWi Wind , 105 110 120^130A140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 181 Zone 1: A A A A A A A A A A A Zone 1: A A A A A A A B ' Zone 2: A A A A A A A A A B - Zone 2: A A A A A B - ' Zone 3: A A A A A A A Zane 3: A A A B - Underlayment: Comply with local building code or FBC 1507.1.1 where required. Slope: Comply with local building code or FBC 1507.4.2 where required. Re -Roofing: This panel may be installed over a single layer of existing shingles as perm by local building code or FBC 1511, provided the existing roof meets the conditions require( the applicable code. Maximum Allowable Loads & Installation Requirements: Method A: #10 x 1" fastener at 6" o c along nail strip• 86 PSF Method B: #10 x 1" fastener at 6" o.c. along nail strip WITH sealant: 97.25 PSF For Method B, use continuous 3/16" bead of Bostik 915 sealant or similar. A factor of safety of 2 has been applied. Fasteners are installed through the metal flange, NOT through the pre -punched slots. Technical Documentation: This product has been tested to the UL 580 standard by Architectural Testing (now Intertei Testing, TST-1527), report D8133.01-450-18, as referenced in FL 17022.05-R7. Compliance Statement: This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2 (non-HVHZ), as required by FL Rule 61G20-3, method 1D. This product as described has been tested and demonstrated compliance with: • UL580 - Test for Uplift Resistance of Roof Assemblies • UL 1897 - Uplift test for roof covering systems Design Process: The load tables in this report provides one prescriptive option for the fastening requirem( for the applicable wind loads for roofs within the parameters described. For roofs outside the listed parameters, design wind loads shall be determined as required by FBC 1609, ASCE other design code in force, using allowable stress. These load tables are based on ASCE 7-1( Use of these tables assumes that the structure is: Enclosed and conforms to wind-borne debris provisions and is a regular shaped built • Is not subject to across -wind loading, vortex shedding, or instability; nor does it hay site location for which channeling or buffeting warrant consideration Engineering analysis may be completed by other licensed engineers for project specific approval by local authorities having jurisdiction. Certification of Independence: David Eng, PE and Timberlake Cove, LLC do not have, nor will acquire a financial interest in any compan manufacturing or distributing products under this evaluation. The same entities do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Exclusions and Limitations: Design of deck and roof structure (to include attachment of plywood or wood plank) shall be completed others. Fire classification and shear diaphragm design are outside the scope of this evaluation. Accelei weathering/salt spray is outside the scope of this evaluation. This report is limited to compliance with structural wind load requirements of FBC 1504.3.2, as required I Rule 61G20-3. Neither Timberlake Cove nor the manufacturer shall be responsible for any conclusions, interpretations, or designs made by others based on this evaluation report. This report is limited solely documenting compliance with Rule 61G20-3, and makes no express or implied warranty regarding performance of this product. Installation shall be subject to the local building code and authority havi jurisdiction; this report shall not be construed to supersede local codes in force. Product Approval bor USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL12772-R7 Revision 2020 Approved Mule -Hide Products Co., Inc. 1195 Prince Hall Or Beloit, WI 53511-5481 (608) 365-3111 Ext809 lindar@nemoetc.com Timothy McFarland lindar@nemoetc.com Tim McFarland 1195 Prince Hall Or Suite A Beloit, WI 535115481 (608)365-3111 tim,mcfarland@mulehide.com Roofing Single Ply Roof Systems �N 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 12/14/2021 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL12772 R7 COI 2020 01 COI NIEMINEN pdf Standard ASTM D6878 ASTM G155 FM 4470 FM 4474 UL 1897 Year 2013 2013 2016 2011 2012 https://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgsmFBcODh9XIlcG2e5SIxuChV4QLIKukJkWwvmfk5eo4w%3d%3d 1/2 2/18/2021 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/05/2020 Date Validated 10/08/2020 Date Pending FBC Approval 10/14/2020 Date Approved 12/15/2020 Summary of Products FL # I Model Number or Name 127721 I Mule -Hide TPO-c Single Ply Roof I Systems Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-722.5 Other: 1.) The design pressure noted in this application pertains to one assembly. Refer to ER Appendix for all assemblies and max. design pressures. 2.) Refer to ER Section 5 for Limitations. 3.) Refer to FL28296 for HVHZ jurisdictions. Description Single ply, thermoplastic polyolefin (TPO) roof systems Installation Instructions FL12772 R7 II 2020 10 05 FINAL Al ER FL12772-R7 pdf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL12772 R7 AE 2020 10 05 FINAL ER FL12772-R7 p�f Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cop)_right 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsmFBcODh9XIl cG2e5SIxuChV4QLIKukJkWwvmfk5eo4w%3d%3d 2/2 V W O W 2 z 0 8 a a J Q H nI^Imloilc I�Irq O I m l V I V I V I O I� 16 I V w > O O U u 0 0 O O O � m a d � � O O m > m > T O O u a—, v 0 3 > o m 0 > m U O N N a O u w O a a a O C c a O 0 O p m m m a> c O O io Q > > m O O 'a o O v p" aU c o N p 0 7 3 m O cf L1 N U c. m O O c O O uwi W O a O _U fl O_ rL O (O a R w @ K m = a > O H I-O. .O a O > > w o O v w a s as a v u U u c m a O w a c C O w O > a m m m a o>> o -a u U m co t_j d d 0 C w O o o `w O O O w w w O> m O O u Q o 0 0 .L s s o 0 0 m y z is 5 75 Y Y K m o w U U ° `6 tO o 0 ++ � w O 5 m h h � a H O a L c c c T T a v c cc a 'n cc cc C C C p a a t O w w (v v N N m W O O N N O L w w (v L L L V V m m L a m u a a to O m m H Y af0+ m m c c to O O Q O O N a)Q Q Q u u 4 o Q m o w w u u u> a T 3 �' u aai v U U U a^ .B G c U f6 O at6+ N t6 U U U U a a u a L z mp g c c o o w o o v o o _ _ m m Z m Z z W < m m m v U U o o¢ Q U w1w1 Ik6 d Q QI QI U ILA lDltDI OInln a o a 0 U � y O �1 K W O > a o w c > > 0 U m O O O —00 U U w K K > m 0 o v a 0 ? a z0 L w > 0 0 o u 0 to W CO- u u a u'm 0 0 a 0 — 0 0 Q Q V W on w O O 0 O 6 w r a m co.- 00 o O +m-' O O CCO O N t L C m w -o to ro Q aSi CCWU u U' clz z woo m C row z w w N w w w w w N w w N > > > 0 0 0 0 0 0 > > > > > > > > > 0 0 O O O p U U U U U U U V U U V V L N w w w w w w w w w w J 0 Q 0 0 0 0 a m w m m m m m m m m m m m m m m m `m m m 0° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m m o v o 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 o m w u v¢ w` c 0 o cr z Of cc Ce w z rr ¢ m nf w of of of o o>>>>>>>> 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0 o 0 0 0 0 o 0 o 0 w u w w w w w w w w w w w w w w w w w w w w v v ' z z z z z z z z z z z z z z z z z z z z tr w w u w v L U U U U V U H U w w 0 0 0 0 0 o w w w w v v v v a 0 N v N N U u u u O O ice+ O O O 3 V U u U c c c c 0 0 c c c c o 0 0 0 3 3 E E u u u u u o o 0 o""" u m L OuV O to to O O 0 u u i u 3 3$ 3 v v c 0 0 N N ZN N v N N N i+ O O .-c t E E C �+ a a, a� O �i in N in in in vi vi cn N in in in to on no 00 on u u w w > > vt vt Ln > > > {I NI"I NINI NI NI NI NI NI NI NImI mImI MI �I'I'I'I LI LI I INImI NI OI Nl(�I nIn a M o u c3 U o � � w J Q Q u p w i v Z 0 $ O z c° Q V �AF+t W 0c G W Z 0 L .3 V N O Y U u ro 6 C w 'm Y N C b0 •1 b0 w G w O m v :5 A A A a c O L vYroi � G r- N N L w C 4 •3 m v O w u O Y aw+ O i N c w a V a L NL G Y Bt OC u nOi 3 fO a, N O � O_ C 3 O L� O N ro LL ni 0, V vYw _o O 1° O E Y m m ..LO- O' G .LLE... > M 6 N CLLn N m N 'D O ti O c>n- ro C N W V ul m � m N w O Y CI .Q H F C p o y c u N V Q O cN O N Lm a tl0 ^ U N b0 O a C TJC N m } LL 6 M N x> O d O C ; ro ate. w `p O V1 '•n .a V O O O w W N N D O y "OO O u S E O N O w 3 y Q O L V V w Y w U Ou w H cm m F IL s U N O " ? m Is O j O N w Y w H ro E 2 c Y 3 a Lon � E u w 2 p O L40 v i w > c > a " m w O CO to w c O N O_ O O. w 3 0 F- c v $ w E E f6 cn w m o u a' 00 in T U U V N E .s. o m aci w > E O E 7 O N L m E. c -t3 Y i j cYR .w. c tw " c O £ •v o G QJ o w fl L E = N 3 0 607to c w O Y O Y s m Cm c c ° c •Q a, ,n ;o N y L 2 u t\ (O 7 Y N N O a Ow c N O N w E C_ LL a-1 C4 m G uTi O I� c.j N w O ^ G X N °1 w 1O Cr ° v N In Y M Q O 6 Li c Cl 3 `° 00 o > w w H = O a0 N CL y Y N = t 0 N Z L y ai K m v L N G t0 `m T a O w N E w m m C X 3 ro N w m C > 3 L � O W E O g C OG U E N ,n N N E m 5 3 c u0i c c o G i u . 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