Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Drexel Metals 1.5 SNAP LOCK 24GA
k'�*c�.,e�*�?ra`�y t��'ictcG'tv,»w�•ytk'zc""•"1§��.�r�e,���s `"'�"�'�3��'`*s����`t•"`�'t .�'e�S:a.; "'nr�`r"�"�r�i .„. � Ydr- a". . .t ,t 4s +p ,.:. 7 ". ,.. �•a '". '-'d."" ,' . ;a ,fit ..:,, BCIS Home Log In User Registration ill Hot Topics Submit Surcharge Stats & Facts Publications ! Contact Us BCIS Site Map Links Search i-�C1�t�i3 r 'ProductApproval USER: Public User ProductApproval Menu > Product or Application Search > Application List > Application Detail FL # FL17678-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Drexel Metals, Inc. Address/Phone/Email 204 Railroad Drive Ivyland, PA 18974 (502)303-1511 jshumate@drexmet.com Authorized Signature Jason Shumate jshumate@drexmet.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing 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 Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden RE, ' Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval FL17678 R6 COI DRX15001.6 2017 FBC Evaluation Re ort NonHVHZ final.pqf Standard ASTM B 117 ASTM G 155 TAS 100 TAS 110 TAS 125 UL 580 UL1897 Method 1 Option D 10/09/2018 10/09/2018 10/21/2018 Year 2016 2005 1995 2000 2003 2006 2012 Date Approved 12/11/2018 FL # Model, Number or Name 17678.1 Drexel Metal Roofing Systems Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +0/-180 Other: See evaluation report for limits of use Description DMC 100NS, DMC 150SL, DMC 150SS, DMC 175S, DMC 200S, DMC 450, DMC 5V & DMC Corrugated Installation Instructions��_A FL17678 R6 II DRX15001 6 2017 FBC Eval ation Report NonHVHZ finaLlI f Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports EL17678 R6 AE DRX15001 6 2017 FOC Evaluation R Dort NonHVHZ fiu pdf Created by Independent Third Party: Yes Contact Us :: 260i 81air Stone Road, Tallahassee FL 3 9 phone 850-487-1824 The State of Florida is an WEED employer. Qaydght 2007-2013 ct-rn of Flor'da Privary Stair emrnt ;: A = 21i i 1 tat m n :; 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 dick here . Product Approval Accepts: C® eCl+eck Credit Card Safe CREEK TECHNICAL, SERVICES, LLC EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance: SCOPE Category: Subcategory: Code Sections Properties: REFERENCES DREXEL METALS, INC. 1234 Gardiner Lane Louisville, KY 40213 (502)716-7143 www.drexmet.com Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 FLORIDA BUILDING CODE, 6r" EDITION (2017) Issued October 9, 2018 Drexel Metals Association of Regional Manufacturers (DM -ARM) Architectural Testing, Inc. (QUA1844) Roofing Metal Roofing 1504.3 Wind Resistance Entity Architectural Testing (TST1558) Architectural Testing (TST1558) Architectural Testing (TST1558) Architectural Testing (TST1558) Architectural Testing (TST1558) eport No. 56840.02-122-18 58389.01-122-44 58459.01-122-44 58461.01-122-44 82776.01-109-44 Standard TAS 100 UL 580 UL 580 TAS 125 UL 580 Year 1995 2006 2006 2003 2006 Architectural Testing (TST1558) 82784.01-109-44 UL 1897 UL 580 2012 2006 Architectural Testing (TST1558) 83296.01-109-44 UL 1897 UL 580 2012 2006 Architectural Testing, Inc (an Intertek Company) (TST1527) Architectural Testing, Inc (an Intertek Company) (TST1527) Architectural Testing, Inc (an Intertek Company) (TST1527) Architectural Testing, Inc (an Intertek Company) (TST1527) Force Engineering & Testing (TST5328) H3245.01-450-18 H9058.02-450-18 H9058.01-450-18 13391,01-450-44 178-0054T-12 UL TAS897 125 TAS 125 TAS 125 UL 580 UL 580 2012 2003 2003 2003 2006 2006 Force Engineering & Testing (TST5328) 178-0055T-12 UL 1897 UL 580 2012 2006 Hurricane Test Laboratory (TST1527) TST1527 Hurricane Test Laboratory (TST1527) Hurricane Test Laboratory (TST1527) Hurricane Test Laboratory (TST1527) Hurricane Test Laboratory (TST1527) Hurricane Test Laboratory (TST1527) PRI Construction Materials Technologies (TST5878) 0287-0209-07 0287-0308-07 0287-0311-07 0287-0313-07 0287-0512-07 0287-0706-07 VLS-005-02-01 UL 1897 TAS 125 TAS 125 TAS 125 TAS 125 TAS 125 TAS 125 ASTM B 117 2012 2003 2003 2003 2003 2003 2003 2016 PRI Construction Materials Technologies (TST5878) VLS-004-02-01 ASTM TAS G G 155 2000 2005a PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies TST5878 PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies TST5878 9 (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) DMC-004-02-01 DMC-005-02-01 DMC-007-02-01 DMC-008-02-01 DMC-009-02-01 DMC-014-02-01 DMC-016-02-01 DMC-017-02-01 Rev 1 TAS 110 TAS 125 TAS 125 TAS 1TAS 10000 TAS 100 TAS 1 TAS 12255 TAS 100 UL 580 200 20033 2003 003 1995 1995 1995 2003 1995 2006 UL 1897 2012 DRX15001.6 FL17678-R6 Page 1 of 5 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LL,C Entity PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRODUCT DESCRIPTION DREXEL METALS, INC. Metal Roofing Report No. Standard Year DMC-018-02-01 UL 580 2006 UL 1897 2012 DMC-024-02-01 UL 580 2006 UL 1897 2012 DMC-033-02-01.1 UL 580 2006 UL 1897 2012 DMC-037-02-01 UL 580 2006 UL 1897 2012 DMC-037-02-02 UL 580 2006 UL 1897 2012 DMC-038-02-01 UL 580 2006 UL 1897 2012 DMC 10ONS I Profile: 1 in. snap lock seam,; Max.6 in. coverage .. ............_.._..... ..... ..........................._...._................ i Description: i Non-structural, snap lock standing seam roof panel with integral perorated nail P I ctrin Material: ; Min. 24 ga. Fluropon® coated ASTM' A792 AZ50, or._...._. ......... ..... .... _............. ............_.....___.-.._.........,.. ASTM A653 G90; F = min. 50 ksi• Shall conform with FBC Section 1507.4.3 _....__._.......,......._.............,..._................_..,,.....,.......__.x_.____......_....___._............ _. _._.-. _ 16" i� ax. 16 Description: Non-structural, snap lock m. coverage 150SL Prof;le:^--..........._.............1.5..in....sna.......lock seam; Mstand _.,,__....._..,,_..._.,.._. ....._._.__......,.._._....._._._....i._,1_.__-..-.,....._._ap__.......___.m ..........,............ __.. _..__.,.e....._-......._rig_seam roof. panel ._......._...__......................._............_..__....._._...................... Material: i Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90; F,, = min. 50 ksi; Shall conform with FBC Section 07.4.3 DRX15001.6 FL17678-R6 Page 2 of 5 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DMC 150SS 3 Profile:1 1.5 in. mechanical seam; Max. 16 in. DREXEL METALS, INC. Metal Roofing Description: i Non-structural, mechanical lock standing seam roof panel i....- . ... _...._ . _..... Material: I Min. 0.032 in. Fluropon® coated ASTM B209 aluminum; Fy = min. 16 ksi, Shall conform with FBC Section 1507.4.3 f..._................._..-........__._...,....__............ _........ _....__....-._....................... ......_..,-._....._.........................._..-...._...._......_..................................... .......-.-.-.-_.....................__................. I Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90; Fy = min. 50 ksi; Shall conform with FBC Section 1507.4.3 e' 12. 1T9 F I_T 16" Material: 1, Min. 0.027 in. Zinc; Fy = min. 16 ksi; Shall conform with FBC Section 1507.4.3 15.7" DMC 175S j Profile: 1.75 in, snap lock seam; Max. 18 in. coverage ................ ...........-. Description ( Non-structural, snap lock seam roof panel ... . ..... ....... Material: Min. 0.032 in. Fluropon® coated ASTM B209 aluminum; Fy = min. 24 ksi; Shall conform_ with FBC Section 1507.4.3 Min. 0.040-inch Fluropon® coated ASTM B209 aluminum (Fy = min. 20 ksi); Shall conform with FBC Section 1507.4.3 _._........._.-_...-....-._.._._._._._..,_...__._,_._..,-_..............,..._......_..-.-..................-_...._._.. .... _..__._- _...._........_-.......__............._...........-....-............__..._-..., ....... i Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90; F" = min. 50 ksi; Shall conform with FBC Section 1507.4.3 T F 14n i DMC 200S Profile: 2 in. mechanical seam; Max. 16 in. coverage Description: No -structural, mechanical lock standing seam roof panel ............__.- n I Material:..............L.......,......-..._.-.-.-_......................................._.._...__.....................--.-..-.........._....._._.............._..-_.___.....__..._...-.-.-....,._...,............-......--..___._._......._..._...._.................-.... I Min. 0.040 in. Fluropon® coated ASTM B209 aluminum; Fy = min. 20 ksi; Shall conform with FBC Section 1507.4.3 ........_. ,._...__..._._-...._..........._..__........-.-...-....._..-......._...................._....-.........._.....__._................._..._................_..-.._..........__...._..............................._...........-._......... ..._........ .. Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90; Fy = min. 50 ksi; Shall conform with FBC Section 1507.4.3 DRX15001.6 FL17678-R6 Page 3 of 5 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DREXEL METALS, INC. Metal Roofing DMC 450 i Profile: i 1.5 in. snap lock seam; Max. 16 in. coverage . ....... ..... .. ...... ............... . . . _'' ... .............. ... .. .. ......... . . ....... .. . ........... ... . . .... ........ . Description: I Non-structural, snap lock standing seam roof panel with concealed clip __1 ... ..... . . ............ .. ......... ... . ........... _ .. .......... . ....... ..... ..... ... . ....... ... . Material: 1 24 ga. Section 1507A.3ASTM A792 or ASTM A653; Fy = min. 50 ksi-, Shall conform with FBC . ......... . ..... ..... . .................. ...... ............ ........... .. . . . .. .. .. .... -",* ....... .. . . ........... . . .. . .............. ................ . . .... . .... . ..... . ................ ... . Min. 0.032 in. Fluropon(g) coated ASTM B209 aluminum; Fy = min. 24 ksi; Shall 1 conform with FBC Section 1507.4.3 1 2 16" DMC 5V Profile: 1 3/8 in. ribs; Min. 21 in., Max. 24 in. coverage "__"'* .... . ........ . . .... . * ... .... ... f_ . ....... _.._ ...... . . . .. .. ........................ ____ ................. ___ ................ . .... ...... = ........................ .... . ............ . ............... ....... . .. . .... Description;.........__ escription: 1 Non-structural, through fastened roof panel ........... ...... ... . ... . ... ... _ ... .......... __ ........ . ...... .... ...... .. ... ....... ................ . . ........... Material: Min. 26 ga. Fluropon@ coated ASTM A792 or ASTM A653 G90; Fy = min. 50 ksi; Shall conform with FBC Section 1507.4.3 __.-__-__-.. I ..... . .... . . . . ..... . .... ..... I Min. 0.032 in. Fluropon@) coated ASTM B209 aluminum; Fy = min. 23 ksi; Shall conform with FBC Section 1507.4.3 .... . ..... 21' up to 24" Coverage DMC I Profile: 1/2 in. corrugation; 21 in. coverage Corrugatedi ... . .. ..... .. . .... ......... ......... .... ....... .... ................ ......................... ......... . ..... . .... ........... . . ............... ....... .............. . ... . .... .......... Description: Non-structural, through fastened roof panel ....... . . ... . .......... Material: Min. 26 ga. Fluropon@ coated ASTM A792 or ASTM A653 G90 ; Fy min. 40 ksi; Shall conform with FBC Section 1507.4.3 ...... .... .... ... ------ Min. 0.032 in. Fluropon@) coated ASTM B209 aluminum; Fy = min. 19 ksi; Shall conform with FBC Section 1507.4.3 2 '— 176 DRX15001.6 FL17678-R6 Page 4 of 5 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, ;.:. CREEK TECHNICAL SERVICES, LLC LIMITATIONS DREXEL METALS, INC. Metal Roofing 1. Fire classification is not within the scope of this evaluation. 2. This report is not for use in the HVHZ. 3. The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 4. Roof slope shall be in accordance with FBC Section 1507.4.2. 5. Reroofing shall be in accordance with FBC Section 1511. 6. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6`h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. %`0%J1ItoItI11111I Pc'E N �Fs- 2018.10.09 No 74021 : *' 11:21:46 —04'00' 0:•, STATE OF ZU '�� •• O R 10.•' N �` Zachary R. Priest, P.E. Florida Organization No Registration No. 21 71 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Installation (12 pages) 2) APPENDIX B —Approved Roof Systems (8 pages) 3) APPENDIX C — Design Wind Loads (4 pages) DRX15001.6 FL17678-R6 Page 5 of 5 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, L.L-,C DREXEL METALS, INC. Metal Roofing APPENDIX A INSTALLATION Note - Refer to the APPROVED ROOF SYsrEMs section of this report for specific installation details of a selected system. Unless otherwise specified in this report the following installation details shall be met for the named products: Component Product Installation Detail #9-15 HWH wood screw with sealing washer #10-14 HWH wood screw with sealing washer Shall penetrate through the sheathing a minimum 3/8 in. Must be corrosion #10-15 HWH wood resistant in accordance with FBC section 1507.4.4. Fasteners screws with dual threads and sealing washer #10-13 PH wood screw #10-16 DP3 PH self - drilling screw Shall penetrate through the top rib of the steel deck a minimum 3/4 in. Must be #14-13 DP1 PH self- corrosion resistant in accordance with FBC section 1507A.4. drilling screw i`_ 3„ Bearing Plates 18 ga. Bearing Plate 3„ 24 ga. in -seam clip DMC 150SL Clip Clips 24 ga. SS in -seam clip 7 24 ga. DMC 150SS Clipr, r8 t07 _f 3„4J� Z,' DRX15001.6 FL17678-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DREXEL METALS, INC. Metal Roofing APPENDIX A Component Product Installation Detail 24 ga. in -seam clip l 24 ga. DMC 15OSS Fixed g„ T 1 ' Clip 0 a 26 ga. in -seam clip 26 ga. DMC 15OSS Fixed Clip 22 ga. SS in -seam clip 6a 7 Clips (Cont'd) 22 ga. DMC 15OSS Clip eta a �d 8a '� 22 ga. in -seam clip ,B 22 ga. DMC 15OSS Fixed I7 o -7 Clip 6.i, .�.� 4„ r 22 ga. base; 24 ga. butterfly in -seam clip DMC 15OSS Butterfly r Clip 42, DRX15001.6 FL17678-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICE'S, LLC DREXEL METALS, INC. Metal Roofing APPENDIX A Component Product Installation Detail 22 ga. base; 24 ga. butterfly in -seam clip JJ DMC 150SS Continuous �,- Butterfly Clip 3 �s r V 26 ga. in -seam clip DMC 15OSS Utility Floating Clip Clips (Cont'd) _i 18 ga. in -seam clip \ i 3 DMC 175S UL Clip C) 22 ga. SS in -seam clip 4 a .L 2184' DMC 2005 Clip 3" Q o 3„ DRX15001.6 FL17678-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DREXEL METALS, INC. Metal Roofing APPENDIX A Component Product Installation Detail 18 ga. base; 22 ga. butterfly in -seam clip; 4.5 in. length DMC 200S Butterfly Clip 18 ga. base; 22 ga. butterfly in -seam clip; 120 in. length; top slider 12 in. o.c. DMC 200S Continuous Butterfly Clip Clips (Cont'd) 24 ga. in -seam clip DMC 450 Clip 24 ga. SS in -seam clip DMC 45OSS Clip Sealants Bostik 70-05A Shall be applied in continuous beads along the seam Bostik Chem -Calk 915 Fastening Details Nomenclature Attachment DMC 1OONS PANEL 10 " 13 PHYY ., DMC 10ONS Standard DRX15001.6 FL17678-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ✓ CREEK TECHNICAL. SERVICES, LL.0 DREXEL METALS, INC. Metal Roofing APPENDIX A Component Product Installation Detail DMC 10ONS PANED BOSTIK 70-05A (2 - 3/16" BEADS) #10 - 13 PHW DMC 100NS Enhanced DMC 150SL PANEL DMC 150SL CLIP #10 -13 PHW (2 Per Clip) LINDERLAYMENT ram. ♦A S4 DMC 150SL Standard s , t; DMC 1508S PANEL------ - -, DMC 150SS CONTINUOUS BUTTERFLY CLIP - (2) #10 -13 PHW _. UNDERLAYMENT DMC 150SS Continuous SUBSTRATE — Butterfly IL DMC 150SS PANEL DMC 150SS BUTTERFLY CLIP --- (2) #10 -13 PHW UNDERLAYMENT---$ DMC 150SS Butterfly SUBSTRATE } 4 DRX15001.6 FL17678-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DREXEL METALS, INC. Metal Roofing APPENDIX A Component Product installation Detail DMC 15OSS PANEL—,, DMC 15OSS BUTTERFLY CLIP - • `• (2) #14 -13 PHDD UNDERLAYMENT 34 -18GA BEARING PLATE - ,`•,'. `',, '�:, ISO INSULATION`S 1 METAL DECK - DMC 15OSS #14 Butterfly f il� fI i I DMC 15OSS PANEL _-_.-__ .-..-.....--_-• 24 GA DMC 15OSS FIXED CLIP - - --- -- (2) #10 -13 PHW UNDERLAYMENT ----, SUBSTRATE - t DMC 15OSS Fixed - 90 i� �s IV BEAD BOSTIK CHEM-CALK 915 APPLIED TO BOTH SIDES OF CLIP ------- - -0MC 15OSS PANEL - -- 20 GA DMC 15OSS FIXED CLIP 14' BEAD SOSTIK CHEM-CALK S' APPLIED TO BOTH SIDE OF CLIP DMC 15OSS #14 Fixed - 90 s (2) #14-13 DPI, PH Screws per clip; Clip installed over 18 ge. bearing late DMC 15OSS PANEL— -- 24 GA DMC 15OSS CLIP --------, '• (2) #10 -13 PHW UNDERLAYMENT 1s SUBSTRATE - t DMC 150SS Standard (Al) 's ,i DRX15001.6 FL17678-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DREXEL METALS, INC. Metal Roofing APPENDIX A Component Product Installation Detail 1/4" BEAD BOSTIK 70-05A - DMC 150SS PANEL - 22 GA DMC 150SS FIXED CLIP DMC 15OSS Fixed (2) #10 -13 PM --------; Enhanced-90 UNDERLAYMENT SUBSTRATE DMC 150SS PANEL 22 GA DMC 15OSS FIXED CLIP `•, (2) #10 -13 PHW UNDERLAYMENT DMC 150SS Fixed SUBSTRATE Enhanced - 180 t 114" BEAD BOS71K 70-05A DMC 15OSS PANEL - --- -: 22 GA DMC 150SS CLIP -13 PHW DMC 15OSS Enhanced (Al) UNDERLAYMENT - SUBSTRATE I DRX15001.6 FL17678-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DREXEL METALS, INC. Metal Roofing APPENDIX A Component Product I Installation Detail DMC 150SS PANEL DMC 150SS CUP - (2) #10-13 PH Screws - Ilk UNDERLAYMENT DMC 15OSS Zinc SUBSTRATE -----I DMC 175S Panel ----. DMC 175S UL Clip #10.13 PH Screw --- ---- (2) Per clip j� DMC 175S #10 Standard DMC 175S Panel -- -. DMC 1755 UL Ctlp #10-13 PH Screw (21 per clip 114" BEAD BOSTIK CHEM-CALK 815 MALE LEG AND BOTH SIDES Of CLIP 118" BEAD BOSTIK CHEM-CALK DMC 175S #10 Enhanced e150NFEMALE LEG DRX15001.6 FL17678-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK=" C u DREXEL METALS, INC. E ■ ti Metal Roofing TECHNICAL SERVICES, LLC APPENDIX A Component Product Installation Detail DMC 175S PANEL— DMC 175S UL CLIP--. ` 014 -13 DP1 PHDD (2 Per Cip) ----- 3X3.18GA BEARING PLATE METAL DECK—,., 1SOINSULATION—.'I il, � IA DMC 175S #14 Standard DMC 200S PANEL DMC 200S BUTTERFLY CLIP (2) #10 -13 PHW UNDERLAYMENT — {. SUBSTRATE DMC 200S Butterfly DMC 200S PANEL--, DMC 200S BUTTERFLY CLIP— #10 -16 DP3 PHD UNDERLAYMENT — METAL DECK — �`•, �r a= DMC 200S Butterfly (Steel) JrI7 Use 18 ga. bearing plate over polyisocyanu rate insulation DRX15001.6 FL17678-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, L,LC DREXEL METALS, INC. Metal Roofing APPENDIX A Component Product Installation Detail DMC 200S PANEL----,,, DMC 200S C©NTINOUS BUTTERLY CLIP - #10 -16 DP3 PHD UNDERLAYMENT METAL DECK !- DMC 200S Continuousiii Butterfly (Steel) f Use 18 ga. bearing late over of isoc anurate insulation DMC 200S PANEL — DMC 200S CLIP -- ------ (2) #10 -13 PHW UNDERLAYMENT — SUBSTRATE DMC 200S Fixed 1/4" BEAD BOSTIK 70-05A DMC 200S PANEL DMC 200S CLIP (2) #10 -13 PHW -----------: DMC 200S Fixed Enhanced UNDERLAYMENT SUBSTRATE +ti 1 DRX15001.6 FL17678-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r CREEK TECHNICAL SERVICES, LLC DMC 450 Standard DMC 450SS Standard DMC 5V Standard DMC 5V #10 Standard Installation Detail DMC 450 PANEL---- DMC 450 CLIP #10 - 13 PHW (2 Per Clip) ---, DMC 450 PANEL DMC 450 SS CLIP #10 - 13 PHW (2 Per Clip) SCREW WITH #10 - 14 DREXMET W©ODSCREW -- - DMC 5V PANEL - METSH►ELD HT UNDERLAYMENT - PLYWOOD - `, DREXEL METALS, INC. Metal Roofing APPENDIX A UKx10uu1.ti FL17678-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DREXEL METALS, INC. Metal Roofing APPENDIX A Component Product 7installation Detail DMC 5V PANEL #10 - 14 DREXMET WOODSCREW UNDERLAYMENT 7116' OSB MIN. DMC 5V Pan Fastening ONLY REQUIRED AT PANEL ENDS ` 1 ` t;GVE!LAGE- #' G— i HWH tNCODSC:RE'W (DUAL THREAD) 36*'c.a. MAX. R(DW SPACING DMC Corrugated / ---LNUERLAYMEN'T 11/72" I'll,. PLYWOor, vT. _ DRX15001.6 FL17678-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. U � Z c� O (6G' W 22 w w jx V J J C w v a w U) J Q U_ Z x U H m X w W N LL O CY 0 w 0 fY a Q N CL IT Y U v r� .fl � Q7 @ W U @ i Y U M @ M (n N (D E I I O v @ w im w E N Y E � •V T � C a (O — U E cn C --a c �scn LL O O N d3iornr c_ @ ++ to N O N E '7 O Q@ L U a, N in N N m p N 7 a d L @ @ c c @ am m o 3 7 C = = O o•co ;Em (�'ommm'"- E_U`oU d 0 W� X V w m � C E @ C U N 0OL @ C ca o•- cLL a)(XOr'C.+ y O� c Q c �- > >, � o U O m N o � �• c c� CO � C N Q to 0 �' (on o ^acn .0 c O —Z— L N E a N -C O N U 0 2 y Y �Y E J? @ U C 4) 0 0 0 C r� E Q c E o— o-0 3�00 ts200 -tn cu O �o �- N M 4 1.() (O 0 H C G C R L d J C N E 3 c y y c O N C= G C~ W Z E 'X W 'X W W .X W N •X X N .X N C ' C �• O CI o O OOWW W W "OWWZ X y �O Cy a�mMZ?ZZc Z8UYU z Za>'i OO OY -le Z �3dGWCOOCO000U O O N O N `n�'�ns(n�0 N O .2 pO 0 o 0 o O >O >O >O > > ? > N (n Z J rn U) (n (n (n O (n O (n O (n O (n j@ O > 0000(n(()000 ° oW)o(nnr-oou>> rrrr NNCY Ln o L) UUUUUUUUUUU 00000000000 (nJ(n(n(/J�k� Z U) to W)rn UD (n (n ' O O OOO U•)In V c0 f�t� c0 OOO'� N N dam•>OU 4, Q (A ^ N M 6 � U O Y (D6 U C E UC� "aN t V G Cc (D E "@'� cc O N vi �N a a mQ cc `0ca Q N Cl) 41 C M W � (a CD c Z c a o in in2 o g N �- w �- t0 ) '►� 3 p •3 H Q 0 3 W 0 d Z cYi � Z -o � Z -oa M Z "D as m o0 3 00 '3 00 .O U U U u n c - c - c - O o'b Qb V, 0X CMX 0X 0.. N N N U z O O Gc m In co �. E T a nn_ a N E @ Oa`T N N c � c a°�i N Q Q Q d O CL o 0 0 J J -1 E cc Z:2 Z:2 Z:2 cc OL O= O-r- N tl to O E) cc U 12 cc O L > > > o M 0 ° OOO Y O M_ pg M N cX X cX �o E 3 3 Z Z Z Z I L o a) N o ED r- L O O L Qj V N a CD O = E cc E O N U J 00 a�i •m U � (D c U C FO- wo W .� X 00 cl C c X cc L aO co c = o Ea C O c N N N � O r .0 m > _w d � N at U 'C 0 3 c N a m LL N m o,0,0 m°(c � y T = L U 0CM a) _ 0O to > Z O O C R V L O N W � V y @ t6 O _ C: - cr a W U w w) J wa U Z w W E- p N a N � c aD E U N m c E U a � a � Ul J W a _a U � L O W O m 2 cxt C/) LO 3 0 0 a. O O r y O N G N J O I v U m 0 N UL y > CD o. N N � � � 7 N CO) d d L C. a 0 U) L Z- m ca 0 L tn IL O E a Y >S MCL Q) r > cx 2U O U) (j Z � Q. � Ry r ~ �, cm ao T r Ui C � er► 7 � 4) O 0) O N 0) E r E E E E cLicj m °6 cLiv m �v m r-iLi m ca m O O 0 0 0 o a0 co �N N co d CDlu *' an k it Z d an fb d m m m Q era r w a �V' 0 va ♦+ 0 �a e- 0 va �- co�- �CLi CD # y 0 0 co to 4k a a �Y o� Lo _L= U W y O U% 0) cn o to O) U) o Cl) 0) to a U) () U) v U) 0) o U) O) (n 0 3 75 to LO3 LO3 Ln3 �3 Z o Uu ou U0 00 U0 �cT �co gco �c x o a a m o ar ar a � G 0 CD rn� 0) rn co rn m CDca N N N N N N a T L L p M N v 7 G 7 _Z7 a a�i a�ui IUD to E m -a m m-2 m 2-2 q?-2 m °:-2 «: C m 0mm om 2m m m tl1 O. c aQO,�cnQ c� CC Q > >O T GQm Cco G a OO co CO O -O O Cv O O C r•�y O r•T O y r.T� C o r.TN O e-•�N r•Ty D G C G G C G G C G C C 4 Q Q Q Q LL U) d v) d V) d V) d U1 d Ul d to N (6 N 07 d cd N m d to 2 Y O) m U) m m U) m m U) m m (n m m U) 0,6 U) V N N O O N coN 0) N U O a 00 N O O N eo N m 0 N co N a) O N G 00 N U CD N a 00 I>'v t—L--v a Ha 1�1v (� C� C7 C9 C7 C9 E U) O co co U) U U) U) can UZ V) LO LO LO L C Lo L O � O L � U N 7 o� R G 0) TE m E O 8 J GO 4) f0 U @ aZi c U •G H 3 W O w E 00 c c a co t16 L G o V .a E°a) L L O M l0 N 0) 0 CD mL F- v> m 00r l9 . > m o. L c U C OCL N �Oo L a G y u% m m � w � f m ` O 4 o a 3 a� o y > s O N O _e �pL m L U +_+ `) 0) y O lL6 O .2 m 0 `pmo IL- a a J J (n w u w w) Q N Q W O a0 (O - oQ O O p� N Ln w N O to tp CP 0 T ems„ U c U E a � o o E O .a � '- o a q E U c=i 0 s U m aai o U O U _ _ U O �j U 'o � c ` .- c m •- m .0 U a y N C C co u c C v LL O LL O x LL 0o Q tp r O (0 °'a m O �`- to ?< ro ti p dai 'c � cc W m c CO o ro croi— croo cmi- cY cmi ccn as ro ro ro a) Zo o d m E (OD m W E m ¢ CO N (n U) U co! 00 m [Oq' N m N O W U N ll, y Cc N = o� m o,� a oUr a co n co o coU �wL6 m N aCo c m a to a r0- r N UU r N C) ��- Up •U �� o 'U O- w= O .+'C- LO 3 O _ U rd R� U� o .�- C s 3 = p� pL po U3 �3 po :ZE 3 3 N Q p p L p `L' p p ca j �+ 3 cu S. 0 cn co d 0 Q o Y U '00 U •OO U 'roa 0 -0 U) 'D U) 'O U a �3 (n •OO U) -a (n p c p�E a OcE r�E o- r3 o- u>3E o-cE 0- �3E o-E �n3m o-E �n3� C co 0 �Um C C N N o�m C C y N 00m C C O U�m U O c rE U m U c tr"sm U U 0C.) c s U m U= t0 U N U= c U U N .�- N._ Igo N. Imo N. N _ho N Q' o '�•' t°n 5 N 'TG IV N N �' Sc p �• =o 0 Erb..o00 Ldc. r0 1170 E r W CDO a o D�p m�0 o PO E o 0�0 00 ohm p�� fE Xr I X 1E k N @r O@O 01�r n X p�X `� �X �X C OO� Ov� Ov� ��N�� N�S` ti O N- O N y O O O O O p r U m m m C m m m 1-2 E M E a) Z> E U- LL LL 2 O LL LL LL A h >, I'- >, per• y CL F- a LN. yL L E �a ma m m as m d c c a� W C o o_h o a� o a a Q c a� E m Qo` a�i -0 aci Q 0 CL Q" L _o OQ J o O m ¢ _o J O ¢ _o O J U) ¢ O O J ¢N _0 O a 0 O ¢ 0 c _o c _o OU) m¢ m Z O°� - OA Z aZ- O� O_L Z:2 OSD Z:2 O°L Z:2 OS? ¢O Z a O°' aO Z 32 O°' ¢ Z:R Off' 1- am am ..0 N n m L F- N am ..0 F- N am .0 F- N am I- N a. um) .0 F N am L H N am .0 F� N am jl, OLo 012 O0) OLl Oe OL O12 OE2 012 OLo > > > > > > > N g N O N O N O N O N 0 N 0 N O N O N O LO A L � >2 y� } S, =x r �X r =X r =X =X �+ =x r T 9x r =x � =x r� �x �U gU �U �� �U �U �nU �U 20004 �U E s s Cl) 3F s co 3: 3 2 2 6 T Z (o to U) to U) to (o U) d1 U) ch cn U) (0 to 0) to U) U) � LO LO LO LO tn o U) 0 LO cn 0 r T LO r L L O L N O L m O U N N 7 (D a a c CD rE m E o L) U L J c -1 O �i m U � N N C cn •- T U C F 3 wa w .E � o ca U = O N C a L r N p 0 U O cu a E 2 L O F- m 7 M @ N N 0 N r .0 CO F- 7 m m > a _N �r >$ 0 m ay m� s t C 03°' 0 m o a = O N U- O'=O'00 y m m N O U LO O . N V O N > « O yrM to oU a U N C C +O•� 0 N 0� y ro O H Cra U J J WU) J A cp m C m E � U N O E co 0 a =� Q m CL _ •C Co CL r, 3 � U O w W L. O d z CO 0 w 0-0 5 - 0 V c d U m N O N O ❑ O Q 7 O N •- > m o� O o M c U- E a 40- N E r c rq C � N fn QN L a a o m m z� U F- N O iT m a M O Y C x �v E w O > Z U) CO cn ,n 0 y o co Ln oLO 0 II N N N N N E E E E ciciv O N O N O tw0 (6 C N C co G fOp C N1,0 E mM 4- Na m ro� co CN N N N v N q cq a .�%. s co a U a N N h w hL h;•-• hL 0 O O � � H X W U) CD Nm tov tam LOa i O uUia) m d N Uc=i z p T 0_ in �_ �n a w x ca G`° om `° N r+` om CD C:) w U U U d c m LL in LL m LL m LL Q E N CL N n, N a N a to c Cr O CW G N �-O 13 �a -a�a NYV w N C. OY fs O m iQ cQ Qc.9`=0 aW aO o c 0 Qc oU uoQuo� (0 O lCB ' O C T O C � MN CL = . Qa. = = O CL C O Q. Q co m or 2? N 2 d U- Q ed CD m cd ro 6 CD N N m N m m N m cQ cQ ca ca � Cl � �+ Q A Z Ul) n Lo n CL w i n N T Ci rn 0f Q1 U U U U } C c6 O C t6 O C m W N ro a0 U C N (z a) Q vJ N cc C q tuai ik p uw a O h •= h -C � C O O K LU G r ti a Uc Z `.. CL o� o 0 Q� a� w GMm rNim O O O 3 O m Ln ti r U U m in O > a o. w m d ui c a) E Q Q O CL a y J a Q d J a Q m m m z7 o 00 Z:= o O m o 1- N (A p N U d a� a, f1 0> 0> a o 0 Y U M O �+Nj O v ❑ c_X a a _cx m U a aa) 7 o >'z n ti `o m CD o = f - m o U N N a m O G O N >• E m E O N J O ai U @ N C m« O i C H 3 WE U °c c � a ca a) N o = o v o t6 E N = o F- m M N N C9 _N CO N a� _ m m > a N > d a N m L aZD c o 3 Q`oD o m ovv n�om m ow w cm a "c3 = 0. O 'o 2 N >L.+ O O = Q N N FL � o m U = 0- N N O N _ L = W w U hl (n J n N N LO1� Yf W) h T V7 Q40 ~ n n C) C N aMi y y N N N N N d d aa)i E E t t LL (j U V o o U ? U q=VC Wo c mo m� �_ o �c m� w m� m= cc m m m cao m=_ o mc_ CD �� ,- yN a N aN aC0 a -O 12 'P- Tmte CN ro av ro a� ter- co ro aro ro� ao roT ao ro av caD roe' av cCOD ro a� em ro as c�, ro a� c� :° ca) c� mas ca) em mU c D ro0 w� m :8m `0m Q (ryn �a N Wa �a v)a a tqa cna G7a y �aa N O N N O N �•- y O t- to 3k�a p N O f y �tQ O y e.. N �#a O w t- N a O N �" 0) �#a_ O N e- 0 aka_�_a_� O , N O �- (n c d 7ka U l0 U U Vi f,1 Vi U co U Vi � Vi U Vi U L h Vi U h� (q U L h, hr h � hL ht hL hL h.= ht 4 p O O 4 'a+ O p a .x LL U)h a a) V)U) h o a) r..;a 0a) V)a)Ua) LO o Ua) u)"a Lm a 0 Lo a LO a) hp UN n 4 3 C U C �U UL UL �C.) UL 20 L) gU L Uc) C UU U U gc C Uo UL �o L Uc) z d o� a.= o Doo 06 Cl oo UcTo Y —0Q� Q°r QaT° a� Qr Q� QaTo y fl N X tV X N !C N X Om N X m O� rn X Cc a7 X cc O m O) X CV X 0) X O� Om O� O O O O O O O Ln O a eo d C Q a) r E U E w R L "- aHo r U U N m N t a U m U m U m U m U m N �_ U V C m LL m LL 7 �pa@rn� U= co L m C o Z11 ,= wya L a yn m o a > ° . a) N a) -0 2 c m N w d m w w � _ m N IA Op O ID c Q m O� N Q u d�� c Tc� E a d U Tc n E yQ Q N N. a' Q Q Q Q Q N N T p C O� O Q mr mT a a a Q L J •a Qm J •8 Q) J t7 Q(D J 'O J 'O Q J T7 Q0 J 'O J J 'O ca m Z .0 O ZaZ O 7 Z -c O O Z L O Z :c O Z :E O Z .c O Z L @ Z L O UCOO E y COf- fn�- A 1 A Lh co �N 11 appHp O> (D O> aaD O> O> O> ro O> aW O> aa) O> aa) O> N O M O N O coM N N78 M N O M O N O coO N O M O N O M O N O M O p N O M O 'p N O co U r to to to 55, ro a �X a cX a =X a cX a =X a EX a =X a cX T a cX T, a =X , — a =X �0 m0 m0 m0 g0 20 m0�� U U U U U U U U U U U LE Z LO N' to LO t�f) to LO LO tn L L O o aNi o L Q ca CD U d 1 v � 0a ov ac m T E m E o N J J = 0 nNi N U N c r ._ T U = C E 3 W w o U = N oc a L IV0, *6 O O U O m E W = O h CO M J N N U. U U) �M I - a) oa v> m �r > a O � CL Iq m= U L LC 0 3 ai o- o .c a c o m 0 o N ov-•°o a:mm m � T cn O U ow "Cl °) y .O 6 > .s O O = y rm rmm 0. y L U N O O @ T m N = > m m T N > U X to m o FL- a a Zw X J 0 Wd a 22 a J Q a IF U) w U w wcn J 0 00 LO Pl. n� � n LO a oP C C U U a �,- 'tCV E aoiNN m m o U N Nta cts Q U i a CDz U CL O N •U O U CL a) m 4) N C c CO. a09• U3 U3 a3 d os of o 0 N N =$ m N E aa)i N£ U U U o 00 cm Q Q 0 O 0 O C m m MO) K w L U) o O.O (n o O"O W 0)U) O'O o pa c NLE N3E cm N3E Z m �- UUatDj 004) UUy UU� rd O C N O ,� G y O 2 C N O C LO O O) X{ O) X OI X cm X P N N N N m w CO) U U U U L.m > C LL in lL 00 LL m lL C E a` ar a a) CL 0) a N cc pCL N N N N V N C N N N d w E Qi (` N C O TO M 0 Qc� M 0 �CQ m e Q as V —CO �0@ 0 Z 0 0 0 Z C T O = > O C InCL C C CL CL Q ` L t6 m per' 'a c 'u O N N N N LL Q Q Q Q N Cd cd N cd N Cd N 0 NCO Nm 04 Nm N[.D c Q c a c 0 _c a E p � v"i yZ o 0 0 0 N 0 N CD N N Q. c;=- p (n n r: w o o 00 CL c 0 E C E U C U a) U 00 U L O M O E O 2 p ca N NpNN C CO �, 4 CL a Lx't 06 W on Ln m Op rn Uj v1 N N m oa oa Na. 11 N U N U U g3 C) N3 C 0 Q U Q xw W O N z Y Cn O 00 oa) oat 41 75 O ?� N +y " ?: N 3 'B C0 �U 0 20 0 20 0 2U 0 O C 09in 0Ta1 0Gin O 0(6 m Q Q o00 W CD 0 W > N •2 O O O O O O N O O N L) LL m L C (D LL LLLL LLL L LL . y A a CL Q CL L N N N C cr O Qr Q � N = d d Q Q O Q o 0 0 0 J J J J C Z "O Z 'O Z 'O Z V m pm Um Qd pay OE' OE' OE' OE' O O O O O O O O Y U M O M M M � a m _LO r— =X =X LSX cX �U ma >, Z U)CMO N N L I O a) N o C � 0 0 U N U 7 7 O O CD C ao �E 01 E O 0 U� J 0 U @ y a) C T U C •c m H 3 w0 w w - Uc �0 C � a oC 0 N O NC 7 N U O a7 � Ea L O H M M m C� 0 H N > > aN CL m cc V t '00 L C 0 3 o= a 0 "0 LE m d 0 "a -D 0 a7 � LO A U) a3 `- O w 'D .O O to p E O Qom N C f6 �M U C � 0 c c 3 om� �0 M o C z O` I— a a Q M ti to � C c E G V o c E U C (Ir+ E O L o 0 E c E L L 0 O L O W _O fD CD 0 N Z3 e- l0 (gyp c Co m m c c cn y 10 N a y a A ai N Lv U U Nt g0 3 g '3 0 •3 3 gU 3 m O O w x W O d Z CD a) �� C� m 0) a� v3 V3 v3 V3 v3 C 0 L C C L� C C C C D c C 0 O O 0 �! t0r 0)m om lO rn fC� �m N vm N om O N O 0 U 0 C lL Lm1• m co U. LLLL L w E A a a a a a � E N Q Q Q Q Q 0 CL Qo 0 0 O o J J J J J Z"o Z� Z'O Z"a Za 1° coiTL O� 0 v O°� O°� O°� OL' OE OE2 O12 OE2 o a a O a app Y M O _M y�O M_ M T OCL cNry 0 =X CL cX X 06 cX .75- X 0 �z d d d LO CO V d V C et C CL C;2, g a co o �- Ea,° 3 c 3 c 3 c C U 0 U N ic t a 0 U ca a U a 0 U a n 3° a C N W N L4 N O 03 c d ik (0 >6 LO �t LO LO rn U m �o m U'3w 3m gwm A�w C °ern V C:aD U=ro� `y 3 QN N ' N N O >Cd N cd N Y V � CN CV d M N U� acc � p 0� LO a � L. o L Ew mNo. CDO ' a 0 E42 CU 0 O °~ > 0 0 N 0.0)2 m W a LT > Ln C N "- = N LL V E �- ° ca a w' O cu oa �= ° oat' V ,0 "a N b1 •� C U O N C a L� A U3 -0 a Q d C,433`) N30 y 04 pa : Np•OO LAN �o6 06 r Q Q CL a� E (- o J@ C Z.Oo J Co C Q o J Cc <ao La io 2w 0-= 5 Zom 04 s Z 21i 04 3 m 5 m �vU) a c pay a T c �0y a R c ii 0� $ 0Q o` OQ `o N 78 O N O o N O U co 0 N cX cX CL cX �0 2U >'Z L l!1 0 L o a� 0 O imL O O L y O G a° aE ccv E O � U J � aO m U � m c U Nc 3 w Q LLJ E Lr - U 0 c° o a L N c 7 N U O w a 0. E t O f- @ ri m N N U N �s N N > .a N C N CL N Ca..L-• L aL o 3 root N LL N m 6 a>0ca O o y0-- -0 O y > w O C N m Co u m 0- U L N N tp c c °' o T Q �N � O m 7 N O = o•O a J J to w U w W N J qLO 0 to CV N ram. r Lvi° rai° yN° Eve° 3 c *3 L) LoC_ U 2 o m Nw m y -O t0 y N O U m m U NLMUSN Uo ca .m3 mo 3ai m°3vi �oNN0 cc 3a e( m= mr N c�°o= `m vai (q 12 a2 N i'2r CT �S C0 y OS y d Ulm U=m per_ (cu D �comi C Lo LB c L— `o ox � °Lo >W L.a U=cm 0-0mLoL) � o v roa N Nm N O O N p 0)� mN > m NNL 0 > U co N2c N 0) cc cdNm m VN p C> N p o� LO Q- d L U ES m y o +. U m U m U m .m yt ) a� o. m tn C LL LL LL CD V 7+ a a a O '.U-. auca0 � L GN O`m�u°�i w c I N N T c A U j. N N. O ID !� N a- 0 N p C � Q � C. Q d d N N N C .� o Q.n p - '� _ Qa p '@ Qa C o '� Q,Lma C 0 '� t_. Z Z Z ( Z m f4 CO 75 Ow y 0 �« F a y O E a y O�_ a y �c iy oo OIL Ooo 0o 0 Ooo CL Q Q Q Q m 0'0 m 0'0 a O a M_ O U O � O _M Z5 T a p r g g U U E 26 LO Z n LO t>fi LO LO CLC^ o 0 0 0 C Q a v a v N N N N .L tU t U •,��, U � U C O O C O O C O O C m 0 Eoc E"c E.°c Eroc .c.cco M rscCO M �L� LLN m U °3o= m m 3oi 3 =ci m m U m m U N m 3 U N m y m VU1 �0 (UA y o �o o �o c 3 U 3 y 3 U 3 U 3 3 Of co >SpL>Srn>.2rn �Scm ca Ln � c- LO � 9 to D: S LO 3 ' H U2 ffi Sc� y BMW N tJ2 m 0 V �to W i c Cto poc po po o c c o � m � m F� m � m Y 'a Co m E (p E Co =. E f0 E o o m N o > m O > N o > 47 > 8 O U U V 00 a Ut Ur UL �r > �O c U c c U c o O Q N N Q N N w CV ro Cl) m CA w N@ m 0 ca C1 N2 O� N� O 0 V C.� U m U m U m U m LL t` LL LL C >1 a a a O. w co ` ID W E a N N N N Q Q Q Q L I_ a G Qao Qao Q.no Quo Q Z2?m z216 zIi6 2216 m m m75 04 5 OL=B 0'«=3 0 cn a�� aQ� aroma a� L u. c 0�`0 0�0 00 0`0 Q Q Q Q 0 CV O o N � O a N � O a N 8 10 Y U 5. � 5, >. 0 S. N p cX cX cX cX O >'Z O O O 0 o � co O O U N O c CL m m E O 00 U2 J CO ayi � N N C U C •c m L 3 Wo LU U E 0 c c m o. t 0 y O NO O E vmm 'O a UC O N N M m N N U � CD F- Lr N > O y >a ` `> C y Ch U r O � � -ocm o y LL W d ovv 0 m m .gym-. Y T U O U O LG w tm v � a N O y 'CJ > w O O C L6 � m � U � y C c °2a m m° N N m O v X 0 Z LLB M a Q e w w rIx V L m >T U 3 3 O o a) � a p o c W X Q o c o C6 U C � •N m LL C N a) E a ° U m cc C N CD O M N o a C C U O CV a U ) .0 o •- CD 'N CM CO N O 3 T () w ° c U N f6 �'a o > O o c O e- a) N w 11 C N U $ O U V c c E_ N a O O a) a) M i (6 •Q L (6 a) () h C C 01 _ O C co C c N a) U P N m m N N c 0 C0 0s t0 aN a a a) aL x Y N ° N° C E _ O a a) — O o` 4) U N C (a 0 Cc N .a (0•..Z"' > p f00 N C c t0 asco'comc vi C O aCO O a En° c0 N .N Mn >, M O 00 a) o as N CD N 0 o—, .- '§ m c m .c o NCa��>c� Coca N tab - 4= N U E CD - - fl- p •N N 4n a) d a7 V 0 Lo N o 47 a) +� co L a C a) c V : T N a C N N 0 3 N c.c, 11 O d •a) m L .Q C a N_ 0— C)O N 72 'y a C N 0 0.� nj , C •p N U N N pL N 4- Q w a) a a) 0) a) o a) Y-0 O _ _ U�pa)0 ` t .0N N L L co 0 O xp- d a) > o a) U ��Uoc °RcGEc� C C 4 N "c O y 0 C L M =a O a p a) t 2°)aooa �N 0E 3 L C N 0. a) tiSw0¢I-°O C C wC >(LN y 0 0 2•-Ncn1d; 0C6P�C6oi a) > O H Q Iq m A 4�xllN e7 0 x � I 110 m N M fC M N M ry M N M td N e•) N L L t m o �L O U N N C 'O N a� a� aE m E o $D U� J =O N F• a) (D N C cn •- a U C 'C L � W E W UD C O a) c a r� N O � C c a` ) U O m v �C E .r- O H m CM N N a) (DU) r m� Z N� LL L > 'Q N 7 -C 0. o E a cn U L 3 c m m ca O U)) LL N ova a) y ca N « T �o 0 —C--,� l N morn w O c O coO. U Y N N to ` U a) om� co u, to ° N @ O FL- a• c. J J N W U S w) J O U7 U) Q1 h CA h h I- CO U) U) O CO CO M CO V 0 0 0 CO M �t M M M M N O N N N O M 00tf) Cl M M M V V cC 19 CG y h 1; O i O O N 9 l Lh0 C� C T Op 0p 0y O T r i 7 r N M M 00 M CO CO 1-� N Ch O O O Cl) QD M h I� 1` r? O O O CA d' r N N N CO O? r 0> m m co M N MCO r. U) CM tD C'M U) C'M O M CF Cl) 'IT N T N CO N O h CO 1� LO to O CA O r h h t� 9 U') U) O T t t' t1' Imo- h O OP U) op O T Cl) O C+7 O M� O r 0 � O eN - O O O h 0 O h h h d' et CO M M M e} M O O O CA w h r CO w (ti M r a, Mc) co M CA M 00 r. CV M N CM M ch M CD Ch Uj U) to w U) L9 O 9 C N 14 N 0? N 0? N aQ 0) O U.) CA O (V Y C1 CV V 6 Y M Y N Cn (0, w CD CO to,CV O I f` Ih C5 W� C6 O CM CA M O� r I- M O h r Lq a0 CV tl'l CO N U) M N O M O tM M CO � h CA h CTS Y h Cn v O M U) to h T M O CO V M "r e} CM d' M h Oi tr O Ui a? N W Op M w M M W M M 00 M CD d M �t U) Cp tp Cn CA U) CS) L? � C)p t0 N I M CM Op M O CL) L' I d T T O O p �= E co .o r O co 0 M M M eY N 6 h 0 0 0 tq O eF d 0 0 CO M O d W CA O M N CO CO CO N O> O ti f~ h O M to N w U) N U) CV U) N h CV N O h O tC') M w19 CO U) t0 19 O Cn h CD h M M M M M M CS) M r CV tt� N Cff N N h O M M M M C lfJ O) n h h I h N c 'ems' U Cy0 co O. N N N r h O h h h O h 0A N N N r N V. Op O 00 V U) N M M co N to N CO co co M O h m to r N N N N CN N V' N U) N r- N co M co C? co C? N st CD Cr t� lfl Ph U) n U) CV O CD CO CA CC17 Ci N CA N CA N N M tt M M M CD 'Cr' CC (D O U) tM tt7 M to C (O . h to h OC) h p i i i i q' i w O' O m M CA M M 0 7 N to M h M h h M CO M O O 00 w O r CO U) 0 0 0 N r U) M M M O W O V:V eF M M to yd, 0.. CA r r CV N CV CMCM bl M I? M' M 0' 'Te+' CA M M efi U) 1-O tt7 CO W CV M CV CD N M CV CD M M O I' I 0.O IT M I CO M 1 M co to w T r 9199 U1 00 0 Ul C Oh h h r M MCP O O U) O M (CA CA CA O h r Cl) (p N W OR00 t� N N h h h O M r p M CO CO w CO O O CA CA O M U) N N N CO M N U) N N N N N N 'ct N tN N r-V N M M h M O N O IT O w I N U) CD to CA to N cc N N N R U) M h h h Cr CO O O CD CD h M et r r r h r N CO co O N Cl) O to to to O O M N r" 4 4 •" v to O . h r m N �t N c1' N CO N w N O M w M CO M w M 6 M NV, V m m m r O N N N M CV m N CA N m N N M ' V'—. M w C'M r Lo 00 O to @o oto00000LOo0000In N N M V to W N N M V U) W N N 0000o00000otoo000oto0000 M tt to 0 N a_ GS N CO V U, W N N Cl) V U) CO N N Cl) It to CD d 10 r. N M r N M '.. �. 7,B N m w a= W `p a� s m i N O L N U N U 3 � N O G a(D TE m E O N U� Ca J � y (D :0 U � N C � w U C H 3 W Q U p LLJ C U) O OJ C a M N L a..O U C M m V O tv 'a Ea t O H @ M N N C� N r L O � (D 3 -p W N > O N O. 0. t_n c U L � = G O 'S D ` L N �O 'O C O U) U- co y Co >, m O !0 w h U a CU CD CL O u) ? w O O a N m cc 0a N O, p_ U L 0 to N �ca cc N�a FL- 0- 2 . ww u Z V t.. p M O M h to h V CO N r CV 0 h 0 r h- 0 to CO (h N 0 07 M r N N N CD 0 w C'O to to N N N 7 w N r 0 N r Ch � N. O t(] 7 M � r o tp N.' 1090 (p T M cp T 06 O ' N O M T 'i�' O O r M M rl' Ln O et CO M h ,a. h r W h '� N" _T O O r m r N M N M W V LO CO h O h to M O ao lA CT 6t to to OD M 00 N CO r O N 'd; M tb r to N O r to N er h M. M (O CO O CO 10 d: t0 co CA r to V h- V' O V N l0 to tf7 h to cA t- M 00 CO Op N O M CA OtiMDDOCV O �- N N M It co O h O h h h n O M O MOtf)mM(Atnrr O r r r M M 7 V) O n w i i i r i r � r r r r � r r r � i r r i r r r i r r i r r 0., r CA GO to Cq CO CO CO 07 ti h O O to M fM N M N h r 00 O M h to M O OD O CA M CD O N CO. OD e!• N e7 t �• h q• m h �rhN h h M mm W aD 10 Or r C7 LO r CV NNM M fV to rOM(O to (O CO (O m (O to O m OD M m mOOrNMMs}'to CA M� M m C W o O r O I- Ch O d; c} r 00 h to OO M N d- CO CC r C? O CA co co dt O N M lC) O O h to (O O M h O M 00 M 0)N Cl) V' �h 'd' 0M V CO w (D 0M (D f� h h 6 00 et O 00 N 0) V- C6M st' (n t0 Co lfi O to .- (C CO h M I� M OD W 00 N to Q r O M O r r r eN- aN- r _ (0 to O V to ,t Co O r (fl �1' to O (O CM r t0 Cl r� O CO (fl Ln ct; M tb h h ti N O O 00 O N to m � O M 0) -'O (Op CV M M MC? LO h I? CA M 0 Y CO m r tf) T 0ij T r h Cl) C9 h OP e- O M T M to h O N �} A C M co CV Lo � CA M e cq C N 'O CO O L 0 U-) CO Cb CV co O N M O M C7 C, of M CA to M h O CSl In r � to h to N O CS? d; N fD l0 M h 00 w 17 O O OO q O 0) 00 CM N a.,M CM 00 O O h M d; co r to CS) r N OD h ap 0 N h et M M O h h O N O 0 O 0 O N 6 O ai O CA Orhr NMNNOver0rnhOtnvet IgUf ?ODrI*:OA00r000Oaurne V 3 d' r 4 N M N P• N OC) N O C7 r C fv) m h- 'T O Ui N to 4 M '7 CO m CO m T d' h r- h O OO M M 4 M M CM1 w I? O r ' r to v to CO L? m to N O 0 T N h to h m h M T h OO to O K" W C' O Ct 'cl cq O m M O h r N m N t` r Cb q M OD r 'd; Cl A N t. h h CO r r Cp M r M co O M N N M N [I' CV O N CO CV h M M M O �' M to c0 q• to Ln h to O CO co Cf� O O O co N O M M M M v M W M CO II Co r I? v to w to N 10 0 19 w Th CV to h� OO h M r 6f r r O W N O M M CA O r N C' O —0 t0 I-- V' h O r nO M O r ODMtf)co M h 0 0 0 O N — 000)m i r N NCV N N rMvm0f)mnm M M MC? M M In to n to 646(dOClmOCUm In N N N N N M M M d' (Oh q to (n N CO M (0 m ,_ O to 0 0 0 0 0 to 0 0 0 0 0 LO O O 000 to O O O O O to 000000000 0 N N M V LO tO N N M d' to CO N N M et u> CO N N CO et LO O N N CM It U5 O N N (o et to CO L p N r N M r N Cl) 07 E o T'0 Wm ca w a " w `o a� s (D O c L � o U N N U � 'O N O O Q C N > E lE E O U '- J OC (D V @ 19 N C U C 3 W O � .� 00 Q t �O, rn O d O 7 0 U N -0 0. E N .L O H f0 M Cj > N N C7 (n r (0 0 N > 'O N 7 t: > 0 C.w N 4; V = � � C 03°' Q. L a)N —O C O N LL W N O'0010 N N C6 O 0 O 4= a c O O y > w O C Q (D (U N (6 Q 0 0 L N tU N L .2 N �mm N c O L O OL F- CS C1 a. } Q: wn J 0 ... r M CO b O r T 0)N r et 00 N W (O M CO N O W CD r h h �' N C")et OD tlD ao h N V N (O O N O) CC t0 M CO V: (l) N O) W m`cY h m M O P.:O O W to In N 19 T 19 Mi h r r i i i i r (A r T C? T O O 1 T '"' LO r h r O O .- O N C)i N N O O O r r CO h h N tl0 r Lo r Lq OR O (n ll� t� co Lo 0') v 00 Ln to CO. O V h O M MN P tD to O) P. to LC) h N 't 0 W;� N ao N CO CO CV � CD CM CO � M CO O v of (h 0) v 00 w N � w V I 1 1 1 P 1 r 1 P 1 r 1 r 1 P 1 r I r 1 r I P 1 1 1 1 1 1 P 1 r I r 1 r 1 r 1 P 1 r 1 P I r 1 P 1 P 1 r 1 O CD Cl t) N O Cl) h Lfi 0 00 0 a) 0 tp r O) Cl CV O ti O r N O ti h V to Lo M V 6 P c7' M (C h OO N 00 d' W ti d' O 00 N to tC <t C r CG CZ C h . O co N 0) (O d' (D N N � CD st' 7 to Ln LO 9( 00 � O� � O� M M-q t0 O CO h h h o0 O O r P N— N� �fi to (D w h 1 1 1 i P r r r r O ti.. O eY �t CD tO V CM h h O � 00 In a' M to CD CD h LO fA f' CM N 00 (n (O 00 r O to CA N <A M Lo P, h r N O co N N m CO h M r to M Lo M m (D Lo O r- h m r l0 to W CO M O OO h O N r P d' 00 N r M M 6) h M O to O to h In N i r r P r r r lf) CO CD w w t- (A O) r P P r r r V r P LO r r E (O ,o NC y O O h 00 M d: C) O et O t� CO M N r to W) N N N 00 to LO h 0T r O h O r?? tOD Ci Y ct IT M 17 r- IT P- 19 O f i CV h CO f� W 1- N T r $ O M N CV to 'ci' Cn (O to (A P 19 M T P C? tl OP P t1 ui T W to m r h ; N N co N M co P co C 7 1 V y m O CM t() M h M CD h m r r 'd' N lO h tO n' O O h zt O r co It 0 h w O w O tD Cl O Lo N (D to r It M LO M tO C'M M co q' '� CA 19 1 CD Cf� P-�O (O h Ni h OO co O �6Mh(O m CA O O cC r•=Oi � 'T CV LO It Ln LO tO t � �!'CCOMO�Mhr�r h I � 00 OD OD � O O N p 1 i W 8 r N O to W h r O M h LO M 7 N r CD O M r w N M W N r et r M 0M V; O (V ('M CV ('M th M In CM CO I? CV lO lh Ln to T (t) T CQ Ch T CD L i (A Imo' N T CO T O W M T O T V M 1 1p Y r-� 1 Op 1 N T� 4 CO (D O fi M h Ln f� n WI O t� m O OD Cn N O L O 0 O i CL w C O 2 O -M r h to N h 0 N CO 1- CV r 0 N M C)tC CM N M 00 � O � r co � t4 O Ln h N to C'7 v Ln (M Cp (t? h ro (D N� f L m I� V OO CO (h w Uj M r h M C, pi M (D O M W M Ln m CIj to O � (D O r CM (noM ui r ui w 1,- CD O CO 4 co r � to (fP T (t? op C? Op p) N Ch NO) h O co W cD N CO O r 6� M t(') LO CD 00 et tO LO CO M O h (�- Ct r (p h O M h M N tD r N (V N CM N N Ln N to N co Ch m M M ((j Lt7 C%i U? O CD (M O CC O 00 CO O N O I r M C 1 OM tt C17 to M m �- tom. M In M In to to [� C.D CO O M CO CV h to h h h cw� LO 0 0 0 0 0 LO O O O O O to O O O O O N O 0 O C) O C) (O O N In N 0 M 0 0 O a 0 0 N LO N O M O 0 O In O a 2 Nr N (M r N M y m � O w a c w O N t o f6 O U fU y U = a (u Ea Q C 0) �E y E O U L J � U N N N C m .Z' U C = m 3 W a w E 00 c .9 N C 0 O L 9) y O C y O Ama = 't 0. E c O Mm O > N N (D y O H 0 _ -O N > a rn > OQ O o. _CL R s LC O 'S C �O L a LL a c y m ov-ao n� a) Cc N 2 =O 40-- o 04 a=n N y C L O >�o y m m C u U L (D N y C Lo zi L 7 7 yam. 2�(n N '� a C = 2- a a