Loading...
HomeMy WebLinkAboutDrexel Metals 1 SNAP LOCK 24GA.CIS Home Log In User Registratmn Hot Topics Submit Surcharge Slats & Pacts Publications Contact Us BCIS Site Map Links l Search �d Product Approval b r .USER: Public User Product Aoorovai Menu > Product or Alication 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 jshu mate@drexmet, com Authorized Signature Jason Shumate jshumate@drexmet.com Technical Representative Address/Phone/Email Quality Assurance Representative Add ress/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 P.E. 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 °" Validation Checklist - Hardcopy Received FL17678 R6 COT DRX15001 6 2017 FBC Evaluation Report NonHVHZ final.pd 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 Summary of Products FL # ^z�~� Model, Number or Name_-- 17678.1 Drexel Metal Roofing Systems DMC SOONS, DMC 150SL, DMC 150SS, DMC 175S, DMC 200S, DMC 450, DMC 5V & DMC Corrugated Limits of Use Installation Instructions Approved for use in HVHZ: No Install 8 R6 II Instructions t o n1 a �m Approved for use outside HVHZ: Yes 7 FBC Evaluation c nnrt rl uvu� Impact Resistant: N/A Raw.= Design Pressure: +0/-180 Verified By: Zachary R. Priest PE-74021 Other: See evaluation report for limits of use Created by Independent Third Party: Yes Evaluation Reports FL17678 R6 AE DRX15001 6 2017 FBC Evaluation Re port NOhHVH In I. --- Created by Independent Third Party: Yes Contact Us :: 2601 81a1r Stan, Road,_Taliahassee FL 32399 Phone: 850-487-182 The State of Florida is an AA/EEO employer. C.Wylight 2022. a scar, „r cu.: n- " Prey-Statem= Under Florida law, email addresses are public records. If you do not want your a -mail address released in response to a public -records request, do not send electronic mall to this entity, instead, contact the r Chapter by phone or . must providnale 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 ord. 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: � ® eCMk Credit Card Sane CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: DREXEL METALS, INC. Issued October 9, 2018 1234 Gardiner Lane Louisville, KY 40213 (502) 716-7143 www.drexmet.com Manufacturing: Drexel Metals Association of Regional Manufacturers (DM -ARM) Quality Assurance: Architectural Testing, Inc. (QUA1844) SCOPE Category: Roofing Subcategory: Metal Roofing Code Sections: 1504.3 Properties: Wind Resistance REFERENCES Enti Report No. Standard Year Architectural Testing (TST1558) 56840.02-122-18 TAS 100 1995 Architectural Testing (TST1558) 58389.01-122-44 UL 580 2006 Architectural Testing (TST1558) 58459.01-122-44 UL 580 2006 Architectural Testing (TST1558) 58461.01-122-44 TAS 125 2003 Architectural Testing (TST1558) 82776.01-109-44 UL 580 2006 Architectural Testing (TST1558) 82784.01-109-44 UL1897 UL 580 2012 2006 Architectural Testing (TST1558) 83296.01-109-44 UL1897 UL 580 2012 2006 Architectural Testing, Inc (an Intertek Company) (TST1527) H3245.01-450-18 UL 1897 TAS 125 2012 2003 Architectural Testing, Inc (an Intertek Company) (TST1527) H9058.02-450-18 TAS 125 2003 Architectural Testing, Inc (an Intertek Company) (TST1527) H9058.01-450-18 TAS 125 2003 Architectural Testing, Inc (an Intertek Company) (TST1527) 13391.01-45044 UL 580 2006 Force Engineering & Testing (TST5328) 178-0054T-12 UL 580 2006 Force Engineering & Testing (TST5328) 178-0055T-12 UL1897 UL 580 2012 2006 Hurricane Test Laboratory (TST1527) 0287-0209-07 UL1897 TAS 125 2012 2003 Hurricane Test Laboratory (TST1527) 0287-0308-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0311-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0313-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0512-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0706-07 TAS 125 2003 PRI Construction Materials Technologies (TST5878) VLS-005-02-01 ASTM B 117 2016 PRI Construction Materials Technologies (TST5878) VLS-004-02-01 TAS 110 ASTM G 155 2000 2005a PRI Construction Materials Technologies (TST5878) DMC-004-02-01 TAS 110 TAS 125 2000 2003 PRI Construction Materials Technologies (TST5878) DMC-005-02-01 TAS 125 2003 PRI Construction Materials Technologies (TST5878) DMC-006-02-01 TAS 125 2003 PRI Construction Materials Technologies (TST5878) DMC-007-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) DMC-008-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) DMC-009-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) DMC-014-02-01 TAS 125 2003 PRI Construction Materials Technologies (TST5878) DMC-016-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) DMC-017-02-01 Rev 1 UL 580 2006 UL1897 2012 DRX15001.6 FL17678-R6 Page 1 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 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) DMC 10ONS DMC 150SL 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 Profilep 1 in. snap locks m; Max.16 in. coverage Descri tion:.. ..t.._Sonpstr _...... ............................ ........ ...................... ................ .. uctural, sna lock standing seam roof panel with integral perorated nail ................,...._-.....-.......-.,..._......................_................. ............ ..... .................._ ........,.._.......-_.._.......,,....................,.................-.._.._.......,.,........................- Material: in. 24 ga. Fluropon coated ASTM A792 AZ50, or ASTM A653 G90; Fy — min. 50 ksi; Shall conform with FBC Section 1507.4.3 Profile: 1.5 in. snap lock seam; Max. 16 in. coverage _...._..............___.........................a...—........___.._,.-......._...__......_...._,.-,........._...._-............_............._...,.,......-....,..............-......-..._......._......_...-..... _. Description: Non-structural, snap lock standing seam roof panel ........ ................................._.........._......_....................__........_........-................,......-,...._- ..._..._._..............._..f--.-.............—._.........__.......-..._,,....................._......-......... Material: 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 2 of 5 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 DREXEL METALS, INC. TECHNICAL SERVICES, LLC Metal Roofing DMC 150SS -1 Profile: 1.5 in. mechanical seam; Max. 16 in. coverage . .. ...... . ........... ­ . .. ... ... . ........... . . ............. ... .. . ........................ . .. __ ... ........... .......... . . .... ........ .. ......... Description: I Non-structural, mechanical lock standin g seam roof panel _71 - ----- --f-1-1-1 ......... . . Material: Min. 0.032 in. Fluropon@ coated ASTM B209 aluminum; Fy = min. 16 ksi; Shall conform with FBC Section 1507.4.3 ........... ....... ...... .......... ....................... . . ......... . ..................... . ............ ...... ................ ... ... 1 Min. 24 ga. Fluropon@ coated ASTM A792 AZ50, or ASTM A653 G90; Fy = min. 50 ksi; Shall conform with FBC Section 1507.4.3 ......... . .......... All 2 I _T 16" i"I"1111111-1-1--l", .. ............. Material: 1 Min. 0.027 in. Zin_c;F__y"= min. 16 ksi; .... . .. . . . ............. . .... ... ............ ..... ... . . 1.1-1.1 .... ..... .. ...... ...... .......... ­.1.1 . ... ... ... Shall conform with FBC Section 1507.4.3 T-F 15.7" 175S Profile: 1 1.75 in. snap lock seam; Max. 18 in. coverage ......... ...... .... . ..... . .. . .. ... ... . ......... . .......... . 11-1--­ . . .. .............. tand Description: 1,_Non-structural, snap 1� s­"inq ............. . . . ....... ...... ....... . .... seam roof panel.......................__ 2..............._............... 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 i conform with FBC Section 1507.4.3 ............ gh ... ... . ........._. ....... . ............ .... ......... .... ........ .. ... ... ................ .Fpn@ tT792 AZ50,orASTM A653G90; FY= min. 50 ksi; all conform with FBC Section 1507.4.3 .................... .... ............... ..... ....... -- -------- DMC 200S Profile: 2 in. mechanical seam; Max. 16 in. coverage _ ............... . . - . .... ..... . .... ...... .... ... . .. . . .. . ................ ........... ­ ....... ........... . ..... ........................ ..... ...... [_Description: 1 Non-structural, mechanical lock standing seam roof panel Material: ... . ......... 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; F, = min. 50 ksi; Shall conform with FBC Section 1507.4.3 .... ......... . . ... . .......... ­­­ ................ . .. . . . ............ poll b i­ -T _T _T 2" 2 II 16" ------- DRX15001.6 FL17678-R6 Page 3 of 1 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 Profile: 1.5 in. snap lock seam; Max. 16 in. coverage ............... ..... ..... .. - ..... .. . ... ..... ...... .... . .. .... . .. . ........ . . . . . . ........... .. ............ ... . ...... Description: Non-structural, snap lock standing seam roof panel with concealed clip . ...... ... I . .......... .. . ......... ............ .......... . . . ... . ......... .... . ........ ... . . ...... .... . ...... . Material: Min. 24 ga. ASTM A792 or ASTM A653; Fy = min. 50 ksi; Shall conform with FBC Section 1507.4.3 ...... . ... ... ........... . .......... ... . ... . ..... . . .. ......... .. Min. 0.032 in. Fluropon@ coated ASTM B209 aluminum; Fy = min. 24 ksi; Shall conform with FBC Section 1507.4.3 16" DMC 5V Profile: 3/8 in. ribs; Min. 21 in., Max, 24 in. coveraqe Non-structural, ...... .. .. .. .. ........... ... ........... ­­ .... . . ... . .... ........ . .......... ........ . ........ Description: on-s ructural, through fastened roof panel I'------, ------- ­1 --- . . ............................ . ....... . .. . ......... .............. .......... __ .................. . ........ . __ _.- .......... .............. . .. ....... . . ....... ..... . .. . ...... . ...... Material: Min. 26 ga. Fluropon@ coated ASTM A792 or ASTM A653 G90; Fy = min. 50 ksi; 1_§!��tl_conform with FBC Section 1507.4.3 .. ........ .. ­­'____...._.......­ ... . .... . .............................................. . . ........... - ............. ........ . .... . .... . . ­..­ . . ............ .............. . . . . . 1 Min. 0.032 in. Fluropon(g) coated ASTM B209 aluminum; Fy = min. 23 ksi; Shall conform with FBC Section 1507.4.3 21" up to 24" Coverage 8 DMC Profile: 1/2 in. corrugation; 21 in. coverage Corrugated .............. .... . on; ............... Description: Non-structural, through fastened roof panel ......... .. ..... ........ ...... .. .......... . . . . ......... ....... . . . ... . ........ ____ ..... . ......... . ...... .. . ..... ............. . ..... ... . ..... . .. . ....... . . .................... 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: DRX15001.6 FL17678-R6 Page 4 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 DREXEL METALS, INC. TECHNICAL SERVICES, LLC Metal Roofing LIMITATIONS 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, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 2018 10 09 �• Na 74021 11:21:46 � 1 pPbM.gmCev t.uw R.vm., %�.STATE OF <U: —04 00 �'i�t�s • 4.,0 R 1 V,•'G���� Zachary R. Priest, P.E. Florida Registraton No. i�,--Si0NA"iIII, 0�,,` Organization NolANE9641 21 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, LLC DREXEL METALS, INC. Metal Roofing APPENDIX A INSTALLATION Note - Refer to the APPROVED RooF SYSTEMS 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 DPI PH self- corrosion resistant in accordance with FBC section 1507.4.4. drilling screw 311 �^ Bearing Plates 18 ga. Bearing Plate Ti e e� \ y 24 ga. in -seam clip DMC 150SL Clip Clips 24 ga. SS in -seam clip -Lit 116 24 ga. DMC 150SS Clip l_ " 7— O fie" o —� o 3" 4 '/ � �'� `7/ 2" DRX15001.6 FL17678-R6 Page I 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 1 24 ga. DMC 15OSS Fixed 1, 1g' Clip 8 c� C? e.za' 26 ga. in -seam clip 26 ga. DMC 150SS Fixed ` Clip 22 ga. SS in -seam clip —1_ 18 8 Clips (Cont'd) 22 9a. DMC 150SS Clip 4„ 22 ga. in -seam clip 7 22 ga. DMC 15OSS Fixed Clip e T a �� a 4„ 'V 22 ga, base; 24 ga. butterfly in -seam clip DMC 15OSS Butterfly Clip 16181 41, , 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 SERVICES, LLC DREXEL METALS, INC. Metal Roofing APPENDIX A Component Product Installation Detail 22 ga. base; 24 ga. butterfly in -seam clip DMC 15OSS Continuous Butterfly Clip 26 ga. in -seam clip DMC 15OSS Utility Floating Clip Clips (Cont'd) _i 18 ga. in -seam clip DMC 175S UL Clip 22 ga. SS in -seam clip DMC 200S Clip r--1„2�1., �__L DRX15001.6 FL17678-R6 Page 3 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 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. J 7 DMC 200S Continuous E Butterfly Clip i 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 OPIANEL 10-13 PHW DMC 100NS Standard MOM- ------------ 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, LLC DREXEL METALS, INC. Metal Roofing APPENDIX A Component Product —Installation Detail DMC 10ONS PANEL BOSTIK 70-05A (2 - 3/16" BEADS) #10 - 13 PHW DMC 1 OONS Enhanced DMC 150SL PANEL DMC 150SL CLIP *10 - 13 PHW (2 Per Clip) LINDERLAYMENT DMC 150SL Standard _j DMC 15OSS PANEL----._...___ ____._, DMC 15OSS CONTINUOUS BUTTERFLY CLIP (2) #10 -13 PHW UNDERLAYMENT DMC 150SS Continuous SUBSTRATE Butterfly DMC 150SS PANEL DMC 150SS BUTTERFLY CLIP (2) #10 - 13 PHW UINDERLAYMENT-------� DMC 150SS Butterfly SUBSTRATE fit DRX1 5001.6 FL17678-R6 Page 5 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 DREXEL METALS, INC. Metal Roofing TECHNICAL SERVICES, LLC APPENDIX A Component Product Installation Detail DMC 150SS PANEL—, DMC 150SS BUTTERFLY CLIP - (2) #14 -13 PHDD UNDERLAYMENT - 30 -18GA BEARING PLATE , ISO INSULATION g DMC 150SS #14 Butterfly{ METAL DECK --1 I } i DMC 150SS PANEL--_....__.____ 24 GA DMC 15OSS FIXED CLIP -..____-._._ (2) #10 -13 PHW -_--- UNDERLAYMENT SUBSTRATE 1 DMC 150SS Fixed - 90 ,I l � 1W BEAD SOSTIK CHEM•CALK 91S APPLIED TO BOTH SIDES OF CLIP —.-....-. DMC 160SS PANEL 000�- - 24 GA DMC 1605E FIXED CLIP 1W BEAD BOSTIK CHEMCALK S• - APPLIED TO BOTH SIDE OF CLIP DMC 15OSS #14 Fixed - 90 I I (2) #14-13 DPI, PH Screws per clip; Clip installed over 18 ga. bearing late DMC 150SS PANEL— 24 GA DMC 150SS CLIP (2) #10 -13 PHW- UNDERLAYMENT — DMC 15OSS Standard (Al) ti SUBSTRATE 4 i r r 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. =e= 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 PHW Enhanced - 90 UNDERLAYMENT - SUBSTRATE-, F DMC 150SS PANEL- 22 GA DMC 150SS FIXED CLIP - `., ...., (2) #10 -13 PHW --...----._..--_..., UNDERLAYMENT -- DMC 15OSS Fixed SUBSTRATE h Enhanced - 180 s V 1/4" BEAD BOSTIK 70-05A DMC 15OSS---- 22 GADMC 150SS CLIP __....__..__........, - 13 PHW - DMC 150SS Enhanced (Al) UNDERLAYMENT - SUBSTRATE ` DRX15001.6 FL17678-R6 Paqe 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 CLIP (2) #10-13 PH Screws DMC 150SS Zinc UNDERLAYMENT SUBSTRATE---, ( DMC 175S Panel - ---. DMC 175S UL Clip-----,. #10.13 PH Screw— , (2) per chp \ DMC 175S #10 Standard DMC 1756 Panel--, DMC 175S UL Clip #10-13 PH Screw— (2) per clip 114" BEAD BOSTIK CHEM-CALK 915 MALE LEG AND BOTH SIDES OF CLIP ih 118" BEAD BOSTIK CHEM-CALK DMC 175S #10 Enhanced 91SON FEMALE LEG DRX15001.6 FL17678-R6 Page 8 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 AMC 175S PANEL--. DMC 175S UL CLIP #14 -13 DPI PHDD (2 Per Grip) 3X3 -1®GA BEARING PLATE -t ' METALDECK -� I� •`,. ISO INSULATION-, I 1 DMC 175S #14 Standard i DMC 200S PANEL DMC 200S BUTTERFLY CLIP (2) #10 -13 PHW - UNDERLAYMENT --- SUBSTRATE$ DMC 200S Butterfly DMC 200S PANEL---, DMC 200E BUTTERFLY CLIP -- , #10-16DP3PHD--;• UNDERLAYMENT METAL DECK DMC 200S Butterfly (Steel) E I Use 18 ga. bearing plate over polyisocyanurate 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, LL,C DREXEL METALS, INC. Metal Roofing APPENDIX A Component Product Installation Detail DMC 200S PANEL------,., DMC 200E CONTINOUS BUTTERLY CLIP #10 -16 DP3 PHD UNDERLAYMENT METAL DECK DMC 200S Continuous Butterfly (Steel) . t t Use 18 ga. bearing late over polyisocyanurate insulation DMC 200S PANEL — -- DMC 200S CLIP ---- -- (2) #10 -13 PHW UNDERLAYMENT SUBSTRATE - DMC 200S Fixed t '� i 1/4" BEAD BOSTIK 70-05A - DMC 200S PANEL - - DMC 200S CLIP - - ---- DMC 200S Fixed (2) #10 -13 PHW Enhanced UNDERLAYMENT SUBSTRATE- ! �� i ti DRX15001.6 FL17678-R6 Page 10 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 Component Product Installation Detail DMC 450 PANEL-------_` DMC 450 #10 - 13 PHW (2 Per Clips - - DMC 450 Standard DMC 450 PANEL DMC 450 SS CLIP--- #10 - 13 PHW (2 Per Clip) - — - DMC 45OSS Standard 99.15 HWH WOOD SCREW WITH SEALING WASHER DMC 5V Standard #10 - 14 DREXMET WOODSCREW - DMC 5V PANEL - METSHIELD HT UNDERLAYMENT- `. DMC 5V #10 Standard PLYWOOD - DREXEL METALS, INC. Metal Roofing APPENDIX A LJR/�IJVV I.V I-L7 to/t3-Kb 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 Component I Product I Installation Detail DMC 5V PANEL #10 - 14 DREXMET WOODSCREW UNDERLAYMENT DMC 5V Pan Fastening 7J16' OSB MIN. ONLY REQUIRED AT PANEL ENDS DMC Corrugated DREXEL METALS, INC. Metal Roofing APPENDIX A 4 DRX15001.6 FL17678-R6 Page 12 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. Z C m O Q wm d o 22 CL O W a x a) o p a 0 i cn a Y C' U O M Q a) C U_ E L O v c -p N m "r 0) 22 4 N E N r p ?.y E E LO U T E E C 0 m E E a) m o C ' J U co C m m O O N a m >',2E p O O fA m c v-..-. C Q C: C O m cn •- rn a> O .0- (D N L •cr CD •0- coY 3 (a - o N C N 0 ca cLL N a� aci o 3 '3 > C -= 0 0 Z?: m U NC m E m (CC U) I� v m E o 0 X V O O U m m .. o o E E cc 0`�aa�- N N m n C) � 0 �nsm- C O t O m C:— �a �� � �Q o o yc J 3� •5)-0o c J _ U c -o m am o rnm0 c.c 0)4 y N C M -- - W N �O m m Z t�•o > (n W _ 0 = a) cL z _(D E jij w Qom°-Q -n 0 J 0 Q m m W J } .mca(itrw�orE i_i d CO) 'gyp m c� rn'e m w U U. Cl) E-j? $ 0 r y� Z O x O o�00CpEp.9 c ELL o 0 U p w cq maoic0ami m a) c+ O>>L > 3: Ix w I- U) U > vi a 70 �-- nl 'i 4 -,5 CO h C d 0 v c 49 ►y.Z. � C N C c C C c c W Z v_� y vs 0 L EwWujuj O O 0 O xW'X�j•X W w L W u, Z N iDripo L0oo W N Z z Z y y m Z 0 0 �Uc N O O V 0 Y U y U a)Y Z C x Z Y x Z N Z 0 o w a p 0 0 N y U Y 8 a"075.30 00 a 0.i: y300 a0i O N O N O -O C N L L {nj � �j' 0 0 O 0 O p 0 0>>>> L UyJ��oo00>ua Z 00 (A (n o0LO (A (n U) 0000 (A (n O > 0 oov>> N 04 S O 0 U UUUUUUUUUUU 0 0 0 0 0 0 0 0 0 0 0 (n Z(n(n(ow(nU)(n J fn in Cl? ' O O O IO O O tO 1+ 6O 0 O 0 O LOI' 0 7 BO �-ctOU N N U p U C;O (J C -C C L C �N V C =6 (a C to (a �10 N E zf a a aLO °�' a� �0 Q 75 o a W w W i� a) C) (O N co a)a y �° N 03 93 p3 +'• y W O m Z a) 0 a) 3 a 0.§ $ 3 'O m U0 C.)U UU O 0. m c g -E-g c o o b o� 0 8 0 °'m (Mm 0) N N N Z 0 O t� U m U m U Q C a) L UL L w T a a a a m C w a- L c L L o p � � Q Q a d O a Q 0 0 0 cc Z'0 Za Z- m OL O� 0= E- In F- w P m OL O12 OL" a M O a c+Nj 0 a M Y. U LO U, 7i LCL > �X X X �U E 3 j Z Z Z Z V) O O O O O LO Q' 0 0 Q% N O C L m 0 U 0 N U � o= a0 N E O 8 J O CDCU U � 0 c 0 N C UJ H 3 ui 00 E C � o k' cc Y 0 � o 0 a caca a E� L 0 H � O > N N CD 0 T CO � 0 L > rn fQ Q o p. N �w s �L c 0 3 CLo� a O N ov-0 ma)M N O0 w a04 0 O O. B 2 N O 0 C tz N a) Ln rm Lm C fp U t G C 7 7 in a5 O = or a U J J w U 0 N (V c N E U U O C m c E cc a�R a0 Q - ma N CD �! N O ca a O U c g3 o y x W a. O R. (V Z J a) .a C m �' C U O a. g c O C p (o O N O �.i (A 0 1Cf V � U c c m a w E y N pa d � y 'D C = u N N N d V O a � o Ja v Z O LD CD p N OE a MO CL �X �0 S aEi o wZ o Qti IT ao of a r r cm co E� CD a) 4) a) E L U U V E c V E V L E .0 U E s mo O m mo mo mo m° o C. co c e N c ti N c Co c m �%�'•N- U @ a U a-ov K U O U ov O D U 3 U mm �c mm mm mm mm r a N � N � (a � N (1 � N c a`ca`�a — f7CO U 0 U — f7 U Cq U CO7 v C7 •3 .3 V 3 .- 3 V 3 U U U� w X W i O Cn o (n 'v_ (n CD CD o Cn aD U) v (n a) CO o (n N Co a 0 ID CO -a 3 m L 3 0 3 L 3 � 3 LO 3 0 3 CL Y •T pco p pC� pco p(o pco pcO O mX mX �X X cc mcc i< 0)X d N N N N N N G1 ca p m m m m NE LL LL LL ` to a Gt a a a a CD (() 0) cr P> Q C7 ff Q N 2: m a a ¢ a E a �-o a @'2 a > o-o m m-2 ND 2-2 �w?•o d �+ m Qco o m moa Q �2c`c Qc0 o m Qco �O2m o@ca Qcn ui Q >, C Q> C Q j C Q j C coca Q C Q j C CUO o° m coy _ =o� _ m �y oo� _ m r-oo _ N m N N N N m g o g a O C C O co:C a- O C a- C d d 42) L) y m ar Q v a 'a Q LL d Q Q Q Q Q mmm m a°�i mi m -be 0) mm(n mm(n mm(n mmCn U (U N O CD N N NI O N a 00 N CD O N Q c0 CD N O O N a c0 N O O N Q co N O O N a co w E �n (Nn co cn co 0'(0 U) U) (fin V) fn Z o o c Cn U) co 0 K p of c CD 0) L 0 � U d N V � O G no T E m E O � J CO N o � N C to •- T C C 2 3 w E w L U 0 C � c X L aN+ N o c 3 N U O m a E �o N m o > N N Ci N m :E t- 75 -c �> N m o, O mY L � L C 0 3 w Q_ L L Cc ov O U) LE d O 'O --O o y m m O 40-- a �m -a o m > w O OL C O. N d c y `a C m N p. U t N C C 3 .2 N m m � N 7 �ma h-- v n. J J W U O' LLI W J W4 U Z Z t� W V IW- Q 4n ad°4 W to a? O oP O o, LO N O a pp O La N v O in a < CP 17 T r r � � a C 0 c E c m w o o ao U C U C me C y °'a L aci E N =o C N N CD =iU r- �o a cLio U EU m y o m o C = M c, o U U o'i 0, o t0 m oa y m c c LL O rLL O x Q� C?� m� x O C ._ z co v � c � �C LL 0fn c �Ca D rna ��a mu U �� W 0!, � m 0 w cc c am N > c..o N > cU U No._ m off, m o a, " m m m � m �U d co No c a, c c a E a, a, L o m E �= 0 a ��� a ��g ��� �� 0 �W �r� o m �� k U ��N 0 0 U O U U7 O m � fn y y cn N cn w U m y W vyJ U d �� N UU �`- y�� UU UD U o c O U hL_ h aU. �L UO p LO L OD 00 pv, § Oo, L 3 U 3 U3 �3 CD L � Z, 0 N Q 0 yL O L x ui ' 3 3 coo O d to lC, lfn d OBE �cE �UUcE co U N oa In m N Ua U N Ua U� N Ua N Ua m N Ua m E '�•3 Lo E dcE 10 E LO uoi3cu V C_ C N C a N C C N U V N U U m U V c C d V U y o U N O d N� y N� y N� y C N Sc y N Nye G 0 rG, o C `2 •_0 C �•_Oc0 o Ecri00 � crio �LO0 coo pc.°o pc°o crio co Duo pmrn 0��- L fE ,C E n K� N m� rnmo o,�� (a M a,m i Ova cu O O N N I.E, ,.— OOP N N N O O O r O O O p V Qa.. N (D 0) m m Ca m m m g E E E LL LL LL E LL LL U- L to C s 'II 0 aOh O O o- Q 7 OL'o O N N O N � � N 7 N 7 cr , IT O Q Q Q O CL = O O O O O O O O O O Q N 0 QU 0 QU, 0 QU 0 a0 0 QU 0 QU 0 QU 0 <U 0 <U 0 qU E Z32 Z� Za Z-0 Z� Z'O Z'a Za Z'a Za 0 O 0 O•4) 0.92 O L O L O° 0A? 0A?m - _ b y -LN L H y -L N --N y L ym a m OE2 a OE2 a. 0i2 a m OE2 L m 012 m O12 tm 0E m OT a. m OE2 D m OE2 > > > > > > > > > > a a a a a N a M 00 a M O a M a M a M 0 O 0 N cX `- cX �X �X �X �X 9X �X �X �X �U SOU �v 2U 2U 20 mU mU 200 20 U Cf) Ln co co N Uo cn � Ua Ui i cn U vi co co U Ui U n nz n o�non cn o LOc 0 LO L CO 0 L U y �a oCD ny TE m E o G00, U J =O U_ N m Z y U '- C •c � H 3 w •E (r o U c N C � x m N L N p c U 0 ca E L O f- cD CM N N � y O L N N 7 -O � m D C: y > O ay L c o � O L a c LL A d o-0oao y y m igi-:>, 0 0 w —0tm� a O unj >� o � N c a (D y �N 0 m Q U t N N v u, om� 2 y=m >m 0):_�� N m O IL- a J J U) w U w W) p ar a c v U U O c Qf O � c E Q 00 a� 10 Q O. c W ._ d ti, 3 � C U � K GJ O m z � Y O 00 d as '3 a. Um m C N o- 6o W N > c0 O 0 ci N N V U O � m w >cc m C , N r O O' c/i Q 0 a a o zcc m 0 L F N � O12 d Y M O a)CL ram. cX �U E N C Z o U) 0 CL 5 o 00 0 In of C C C C E E E E mo m coo me c"co mo N aT a� N c0 t0 .6 v R .. U .mr U w c6 N U et c qoinm c T at a F N qt a T (n a$ a F M xt a a hw h•c h,3C- h�.t y x W U)N LO Co m U O _Ov m cu oc w Y 00 Q � t6 Q � Cc N oO g N O y m i C LL m LL co LL m LL N> . a a a o, U7 m d m 0 r N ED 1ID tr 6 w y � j j�O..�TO j.�O..� N p0 0 3 0 O Q .O q C .0 � C a Q 75 O U p j, C U p Q C C U p 0� i U)= c -y N = 0 m 0 m = 0 O sUS >. C O C O o o C_ a C O a. aCD 4 . ID N N N m m v N N N I1 Qcd N cd N cd N cd Cl Y N U) N to N co N co Nm Nm Nm Nm 0 c o c o c v m E C io c`li o 19 w >1 Cl) co LO w LO C n E E 0 U 06 _ � O me me L U N E a aai aas CL O h 4t o_ N Q L0 U n Vi V � w L c29 O X w co G �0a tiaso N z c6 a U o= U o= V 4 Q 00 Q a0 QCl)N O co m co ^L O 0 0 O Lis � m m 0 c E �+ n a L O a� @ y d � Q Q d a Q �p Z -c O "a@ Z -C O O m IL Oj O:� a M O a M O Y g g � 5, � cx cx N (D O yZ n LO � r co 0 LO `o �o d o c o s L y U rn U � 'DCD 270 c CD �E m E O N U� J N � U_ N y � C co �— U C �G @ H � w w E U O c N o 2 c Q y O mc O va N Ma O Hm M m ♦N� N V (n r L as �> U! f0 QCL > y O. tll L 7 C O a = ca o a c a� om LL N d O'00-a0 m m Y .t0. T f6 O w V- 0 4 a v o m O c a N N y � `c 0 L f0 Q U L O N N� m m as�o H as (j CO Z% x_ 0 J � Z LLJ a J Q X w It 0 J J wU) J �L v= U) ham-, H N A a r; t ti v op rn o E E C N E E E E E E E E E cLi� cL�ci cLiQ m Uo O v(3 6 ci6 cLi� Uo O tLic? Uti cLir? + N w O m_ m O O = .m. m C m C N O m m O •,m m 0 V.O m tp Q aN aacD Amy Q�� N �N a0 m a� C a0 m _C bW M C_ 12 m C_ ,E c`e *' av C N m a� C� U ca ro ro m as c O mr' as c m mr as C roN ac c m av C m C O m C d m m m U ,,mr m t U m U m U a) m U 0 •m,V U 0 m U m m :u fU6 C m m Q a �o tua ina via 7iia ton 650 Ina cna ina p m p O N p N y p y F o p 0 oCL p m p w O y O N O 0 k 2- � a coCL C toy ZCl) 75 �'C h•�- �_ �'� �L g o o a o o a o a a a o v7 ,X W LO Lo a) � a1 io LO 0 co N UJ a) fi 0> CO CD to 0 V) a7 0 0 O r v •-3 1-- �3 '-3 •-3 �3 V)a Lnv d o Loa 3 m C U UL UL U UL �3 �3 •-3 �3 3 �3 d N L g v 2 g a c g c> g v L U L U U U U g c L U U L o L U w Z a 0 D.c 0C 09 0C 9 gc 0� 2.E Oc r2c u 4- g Q� Q� a� a� -ate 0 .- t- (d c� c� d. 0 Q' N X M m N ?C M m N X Cl) m N X Cl) m N X Cl) m C6 m X dt m L77 X d. m . x 8 0> X d. m N X M m 07 >( m O O S< O O O C N N m cam' N N OC O CZ)C C O i v. Q O 0.. t!') i O C -0 L� a= 6 � _LO 0,. y E �, M E w o` E Co 1�+ r U U '= a' v a F- m La U U U U U oa Ia) O m U) U V m U- m LLG c _ �a1 m m m m m ya) Q- _ m LL E a' n `m a o c .:2 -0 0 aD m a� n a`) n CD Cl. m` n a`) a � C :2 ,0 m N a`) 06 ` w a m O �_ O .- Ov c N to y p a O a 6 c: -O fA __ m _�_ �_ �_ _� __ m "N a is m y' C 7Q O p7 7s m N E 7 d (n TC.a E Ll d L TC� E N ¢ y T �� y ¢ y a m ¢ W ¢ V1 a H' .p T �_� w a y N33`m N3`0 N .- O 'O N .- 0,0 D tv Ci i 4 Q 6 ,o 2 W 0 0 2O F— q a Q ¢ � c J •O ¢ J 'D <0 J 'O ¢0 J 'O av J 77 ¢ J� ¢a) J "O <o J 'O a5 J 'O ¢m ZL O Z:c O Z't 0 Z� O Z'L O Z:E O ZZ O ZL O ZL O m 0 CD O H Cl) O CCA O F= L cn tm6 O �_ L CO ' cN6 O F_ � to 2 0 O F- to O fm0 O E_ to O tNQ O H to g R O F_ to ' 0 F_ cn ro L aa) ad a„ aa`) �, am aa, aa, C, aa, �, aa, 11 0> o> o> o> o> o> o> o> o> O 'D V •O ON 0 N 0 N0 N O U `�!22 te- a r Z?5 a) o. X oa C X n C X a E X a O X Q. C X C X C X S X C x C X �0 20 0 20 0 20 20 m0 20 20 20 U U U U U U U U U U U .r O ' z U to to in n in n to 0 n to to to to to `o `m L G 00 m O L N U y '=O N O C ao T E cc E O 0 U '- J 0O C m U m w U � C 3 w w� Uc c � s 0 N O 7 � cu co U 7 •� E N .G O H 5 M . N N U U) CO L a H > v > O to O aLn m L � � C o 0 a o vc O W o'er a?mm m •,L_, T to ca w0o �i 2N � Z O O C d m occ L m 0. U L N N N c c w .oTn 2 m run) y m O Qa m x J J U) w _V w U) J d U Z x U F., � � h n A C i 6 w O L L ` C C• C QcVp 0 € N �>+N v4D N CD CL V U O U O N Q a a e U fi U c 3 a 3 C t m_ c0_a $ U 3 N> N 3 O y N E O N N E O c a Om Om y W O _ O oa U O Oa U CD Oa a)L Oa N 3 E N 3 E N 3 E N 3 E Z 63 Q. U0co m T.: N UUy N Uc=im C N UUy C fn w cc a..Cr U 0 O co N O O @ O CD x x T N g N g N rL N d N U U U U L m m m m U)CL Q CL O fI3 N a N U c m m aPi y Q Q Q Q HC G d d 0 a d Nc y�0 Quo V% i6 Q j C c Q 7 c c d y O'er Z O'6 Z CL a� a a ca in S 9 m a��i a��i d M Q Q d Q N �� N �� N N m N N m N m N m N CO �F� F dfn ++ O In Cn cn Z O N O N O N O N Q o coo C N E E U O O U O C U c U +. L ,L E O p v m n O c N Q OD U N A N m r �+ Q � U U 73 k U V f4 Q co N m y N ' c Uo _a o _a �= CLIm N U N U N v U Q X O Z V O M Om c O"O 0:2 G c O 3 N� N 3 N +y C6 n- U V N �c� .� U N O ❑ern ❑Cvi ❑�cn O N�� �� O co �r m O O O O O 0) O N V LL LL U: w � E T C. C Q L N N N N d y� C N N U) V'pJ = L Na L L L QOCL Q Q Q rl O O O O O O _O J J J O Z10 Za Z a, Zu m O Or OA O= dm am dm n m iL 0E2 0E2 Of' OP M O M O M O cNv� 0 EX �X X X E N M tt .0 O O O CO N N O N O N O 0s O COO L Qj U N U O v CD O C Q N E cc6 E O � U L J CO N U � N C to •- H 3 W w E U O c c � Q CO a> N O cn C U O (6 �a E _C O N 7 M � N N Ci y N 7 � N a N_ 7 'C > aN m N .S. s U 06 C_ o nor a c o m LL Ca o "Do a) Cc c � O U O 0 V Oi y > O C Q N N N � � CLi6 U � N N LO O a).0 3 tl7 g comy,� N y j fN @ a c O O - cr Q V m zi x G Z 9 3 W 22 a J Q W X w U J J N w U w) J LLB o n o c U C NCD U c C m L U a) U E ° V° L E° L C O Cu L O N E rc mN mw -O- m e m e mm v b y m •v mui a '' ac0 m` '° a •a U cQ G U :°a a N cm C U ma a U Q y y en N Vi E yLO Ui y (n y Cn y v�i v 2 0 LO o Uw vw c 3 UL 0 '3 v� o 3 ❑'.''O"' 3 � O O C K W O m O m a) LO.- O O N v c v 3 U 3 3 V 3 vca 3 0 L c L ❑ C L `L co 0 ❑ C_ C O O Q ❑ (O Q Cfl ❑ C� Q fD ❑ CO ' 0 ai �- 0) N MO m co m m N Cl) m ai •- 0)t m N p V N p d' fX0• N O 0 to Qm C U- m LL m LL m LL m LL w E a a ma a PAN N N y N d D Q Q Q a Q V a 0 0 0 0 0 J J J J J Z-0 Za Za Zv Zv m 0 0.- O L 0E' 0T) 0E2 0E 0E2 > > > > ) a O N 3 E o N O 1 a N O o N O a N U � r F O a) ECL X EX X EX EX �❑ �U gEm .m 20 E o 3 d >1 CO to v rr LO v LO v U) v Q a '? '4 L c !" U mho L ts C "L'' tJ mho c E 3 c 3 c �. UO V NCO m @ N N .L a 0 U m V U °0m O U @ m cz � �_ a) O Co d 10 m OT = N C y= y to 3 LO rn Usk c U m ��c tOo CD' U t gL m O�CO O) c W UccLi )0�cci L `n� -i ►. U G tm U U c U oc rn p d ❑ c4 N ❑ N N ap) Z O pN N N t4 pN cc ci Q7 N c°i N N g X V O 0 O O N uj 0 y CD Ltd +a.- U- Ew _ mr E a� w ma�� j p y.. y t v am m CD do) rn E c)c-o•-00 U = V > o a d co m a cc c D m m O CC m M O C.C= G a) 'II =mom C = _myrmn O c m 2 m c� y Ng C m a� y E L *y N Q ~ L V d N 3 3 `y fETO N r O '0 ❑CV Oc N — O 'D ON06 —0❑ .- Q a d m •E CD E a`) c _jMa o �@c � o -imc a o <°ca 04=5 O'=3 O'er m7 ay a c ay a c Nay a c iL 000 00`0 QE`° Q 0 0 U cX cX 6X 20 �U �U o v) Z LO 0- a> ayi o c m o L � U y a � O C am m EU° O CC11 U0 J CO N U � Z N a) C a U C •c @ U 21 I� Wa w E 00 y o c n C w m N = N U O Ea L O ~ m M m N a) _ o� y F- a) 7 -p N > O _y �c O N 0 y m - U C _ � C i0 m m o L a c m y LL m a) O '06 C oa)m i9 w > m m ow a �C CD o ° 0 to >o c o.o m y y m m` u m CL U LNN O N O N = 0� .3 y R m m, ) y � '0 = O - a• a m x c Z w IL a J J t uj U } a w U) d U Z T U CL ^ { N T Q T � w I N' U 3 o N E E � mco c=�pi3_c C = 0- ;9 CO U co ro O Ca N O M-o a) ro oa a y)CD mNa W'o 'o-O(D O U ro C O� c a co r L O t0oo zt N 3 N N tCp = ai (O d m CS N S CIL = a OS y 3 a.T 3 t0 { { m to vim: LO vim g � O U � �L �Ym �• NO3to yaw a> vs `� `D�aW -o O LO > Ur�ciN'c-c c U U 0)C2 � am p N ON d NO �d 3 y O ]N> U >o X O O) roUm > (3 NX ro QN > XU co C 2 C U N� 2 roNroZU Y V N� N O Q O Q1 au~ 3 s E U { w a_ m O N O > 0 U m U m U m c N a w N= > C ro U 0 (� i a a c'aav m m $ 2 w a w c N N d Tc >,0 W N Q N Q N Q NLL j� a O a+ N { O C) N O � od LO a v E J M c0 J Co c0 J Co O J Co c O m` m 0= 0 Ow eN 10-=5 a N p a N aT.a. t= a N ; Fa •sa.;E O o 0 O o o O o o O o 0 Q Q Q Q 0 0 M O M Y U t0 O p f(D O to a 3 r Z, a ti a ti cX cX a Z a Ln LO LO m d E m C O C C O C O Eac Eac Eac Eac _ Lt„ID 3m L M L-_CN 3 ,c -cN 3mi aD E iaU m no) u�i mU roU ro C',ro mho. ��a ro m�a T U N+ U N 7"'3 Q �N 01 N �N N y 01N a) a OfN N O OD to of c° m �S rn V) �= m �� � �S am U >x rn 10 H US ro � U.) US ro to UZ ro � N N US ro toW C)C tNA d O O C O c O cc ro ro ro 3 L L L L 2 3 3 3 3 Y U d a a a v 'C ME U U O U U 0 O U L. ca (L U C UL UL UL > "o c O U c � T g c Ur U c ' O p - Q N N Q N N r N N ca N cc N O2 N g O 2cc N V O O O c U m U m U m U m G >, Q. a a 0. w m -O d = cr � m � a a a a m p d a s ¢� o J l`C c Q� o J ro c J ro C Q - m m z2'io 0w Zdm 0-75 Zmm Z�'m m 5 �aN F--0N a j C PaN d N C F-aN a m O LO 0 Q Q Q Q a a a a �X cX cX SX E N M ei >'Z O O O 0 U U U U `o m s aNi o C 0 ro O L aj U N U :3 v(D O C Qro �E ro E O N o U � Z N N c U C � 3 WQ w 00 c o � C Q_ L a1 N � c O U a w N o H N 7 N N C9 N �jE H > N6 N 7t: O C U 'c 7 � c O ate= ro o a a o y m ova ro m m CD T fC 0 O !C 0. 0CL v 2 N > .L O 0. y ro O .c o. U L �a)N c C N �(naz rozi3O co a2 v x Lj Ei J Q Z Z W C � U U 0 3 o � w (. O � v� O O 0 ti W U X a Q O O U c � 00 LL c a� a) E o U m c co CD LL m M N N yd O p . CO O t U O L Q f/) (D. a N Cn .cCD O •- � C/) a) 3 c >1 m N co c O O c U cli r m o > N c co U) N u c c s U CV '0 N E O .CL i C6 00 Cl) co c C Co C N (DO .0 m .a a N,O to cO y 3 0 U) U- N CU N M v aCOa)0"x a 0 ��cE U ,, toc c Co w (p ° OO V> y � N N C Cc C .«L.LCA Opp U-8 C O n uNiCO 0 > rn m m0 m a) _ cc c 3 m s _ y� z 0O O CL 6 0 0- N N U — y f0 y E a)o to w - 'o CO .o N c c°) o>•-� 3° cccc -0 42 c 3 3 c L N 6 o N C�j O c .a > 0 w :G O� y y o m m— a) E E m @O '0 '0 = co 010 O � co c .c .0 C O CO cc Y 'LS c O m-0 U N .0 X a. N w 'o N U N O y L o CO N,Mw = 00 p m y c U� o CO V) cn O oNvan` (D4- cNm Cs o O O O Co Co U> Cc -0 d c `� cc c— `� E "0 C c ». 0. O '00 m 'C _o 0 L 0 c ..'C.. O .n Cq �Nv3i�Lo���y-0 =o0. o �aNa�a�E w 3 �U°�waQf°- 0> ftNo y O O .N — N C6.4 Cn C6 I_: 06m N > O I-- Q. ICI Imo) M N M m N N M (N M m M N M m N r•i N M N M L L aL �o L O O U N y 7 'O or n0) aE m E O U J 0 O U_ cu y a> c t/3 �- T U N L L 3 wE U� C y O 2 C a L r y O c O U- u00- C6 0. E v c O �- co CM N N N � y r- r a� 'UO y �a > aa) W m L tG o3�' 0cc L a c N 0 O y m y L ova y N IC m o_ V o y O .. a ayi m to m N 0 � f6 0_ U w � (D c c LoA (n N U) 0 .w—'a 22 IL 6 a J J ISM U) J 0 t0 Ln U) m h O h h h CD Lo Lo Co CO CO M O C 0 0 0 CO M a' M M M M N O N N N O M OO i r O : N M M Cfl M CT M N �' LID e�' h er co CQ w CQ Lb t{� 4 ti 6 I �, M pQ O O O i Orr h °" i N r tt j m U t~C1 ' ' N CV N 6 C9 6 O 6 t2 r - r 0 r In N M M m M i C OCO O O h N M 0 0 0 M N M n n P. CO r '� pp CO W m 't r N N N M C� r O M M N to M LIDLO M M CO M M d' N CO N CO N CO 1-Lo CO n to r m CA M CD r0 r t �- ti c} t` V to 0 t0 w t0 h d' n V' h O 00 Lo W O m col) r OM r CIO, r r 7. i p N r i Cfl t ' C2 O CV M O CV M O CV M h cc�t M 0 � CM CO co M h Lo L9 h t0 L9CA h Ui st O CO et ��} (D CO ti CQ M CV OD M N C>Q M (V CO et m 00 M U) O O N m N O CV CO (D f+ M r CV CO CD t0 CO O tD M CJ r n O 0 M M M M M M M r CA hIn M L0 N In O UO N 0 M 0 co CO �t M h m d' h 6i d' h M �i' OA M to t0 h to M C O tt M ct M t ct M h CA O U') N M M Co M 00 M 00 CO M O V rt st LO OR N N N N M M q CL N h P OO OD M M M et ^q' In to In CO CD h 007 00 Cn CA r E CID '6 C N lU U) M M M M et N h O 0 0 0 M O) d' O O O O M O O CA W C6 M N tD O CO N O) O h h h O M L0 "O..:. COO In N U) N N h N 01 CV C7 'cl' h O to M U) to 1 to T to w O C to I M f l� M M M cM M C7 CD C7 M er CV CA N C!� CV Cn h tAi O M M M rq O M m a-- C r M CP cQ P h h o� aDi aQ N C U W m .OQ ;.O N N N r O h h h 0 h CA N N N r N d' CO 00 M d' O N C! M M N U) N 00 O O M O h Cl.-r O t0 (V CV N N CV N el' N LO CV r- N M M W CM CO M N CD t, In r I? ti Ln N C4 (O O 6m CQ N m N CA CV N M et M CC C? M '� CG «) Cr O Ln M to W Ln et O O Lo 00 r N r- O' m r.. M 6 M M Cl) M O d' N Lo M h M h M h M O O M M CO CO 00 r CO LO O O O N r U7 M M M 00 (O M rt v d' M M U) as 3 i -: (V N CV M M M CD CM M 0 Y V V L9 I� L0 c5 O CO CV CG CV 6 N 00 N tj M r CM O er 66 [r' M IT CO of OD COO co, W' CQ Co (Q 0 (Q 0 L X W G O:h h h - M CMOO O 0 O M m m q CR nr '� M O N CD W ao h N N h h h a0 M r p: ' !'9 M O CO t a0 M O m N m N om N Cl) M 0 N N N CO O N t0 N N N NNN U N� CV M cM (�h nM M W M N 0 CC to O)i Ln CIL d a (6 NN N N rJ' LID M h h h 0 0 0 O CO CO h M �t r r r (.� r N CO O CO N M O LC) U) U') 00 co d' i If cr i V r U) CD N. 7 N N N N N M CD M w M CD C? CA CM N d' M r m CTi �" O N hl N M N CA N 6) CV m N M M C? I. I I. � c�� "@. Z .- d O N U) N a M 00 et in OOLOOCCOO w N N M V LO 0N LO N 0 M 0 -,t 0 0 0 cc 0 LO N 0 M' 0 t 0 00 0 0 N U) N O M O 4 O N O CO O N N N O M 0 d' a to 0 CID c N. r N M r N Cl) a ~ p f6 y0 a 00 w w co o Lo O L N O C L ccO U N N �a ov Qc N >, E m E O � U� J OC N U N c 75 Z U i C 3 WO LU E U O c rn o U) C a. to *6 N L = N U O Ea L O C W N N CO L H N N > a to > FL 2 C N co -6-,- v C p 3 Q O L Cp c O C O (Oil u- (@ d ova N y M (6 >, Cn Co p +� 0 -p rn -5o(w >wo c y Cc:7 C6 0S N a0w to 6ma a� z' yea c o - Cra U J N w U S .7 O O m O In O M Cl tt7 h q0 to h - Mcp It CO co N NrOOhin CO N O h O r r 0 M CO M Cl N O r to M N tO ��}t N N N �, o O 0 N CO O w 4-4 M C7 N Nror CV m N m O v N r M0 Cn tr) N Cn Ln Cn C4 T� Oi r r r [Y r cp CQ h h 1 h 1 OQ CY� O r �- N N M of U) O h h M u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T 1 1 1 T L L' :..0 0 r.. W tp V o 1: �t 6) CA V Cn N to to to to 1n h O 0D m h M m 00 M O tU0 N N CA CD CD o r CO O O n: `-' N M N V; w N M co M W r to N e} O ri r r- 0 V; N '�� V. h m m p M 00 r CD r 1b m r CD m M Cfl m M to,; to -4to v 00 r- M r.: I 1 1 1 7V' r r i T r Cp cD 1 CO h h 1 P. O 1 O r r r r 1 I r I r r 1 CO r CD r 1 0. O0 r �-CV CT CR V M h 00 m to to rvr�CV 00 rn h h ([JmuiCtriN00fV m a0 O cl M N W N t� h r OMCL)0U.)mMm c0 O) M h to M O aD Mh-m0000ulO CD O M O CD N CD �h to h h h W N 00 O I r 1 N C, M r 19� T T CO CO T TIT T O r O r I r r N r M r M 0- r Cn r Q h M O V r aD h tO co M N �t CD M r M Co N N 0 0 0 00 <t O N M 0 0 0 h o CD O Cl) N: h r 0 M 00 M O) M N It CD �t m CO CD CD Cn CD CM h n h O 00 V' (A C6 O N O M O ct r W Oj q. e- tt) M tt) CO t0 O to CD CD h O! I M OD 00 00 N CA to O) n 0 r CO M eN- W eN1 r r (DCD v Na.CD N VJ CO 'r 10 NMO M M 'V; M CO M et mCmmr- M CKI CO to r to CO CP v tom MI m O t-M CO M r rCDpO`O CO C! C? CD O Lf1 et CO CO h h h N O O 00 O OOOv N to 00 O O e- 4 C q' CP ti C9 C9 M. 0 i i V 1n CQrti ONQm 0) O) r N C ,v y m m O O CO N 00 Cn CV r M 0 M CM CO y M Cn Cp co h O 0 O r v Ln V h to N O CD V- N CD t0 M f` ao O h O O a0 Cn v m O m OD CM N Cn CO 00 M O O cr' h ct M d (Q Y r 00 m CA 2. �- N (S� 00 et CD h 00 CD O N h h 4 I M M o 1,- NI h O CA N 1 O) 0 O O c0 O 0 y Q O 1 1 i � c i i fY 4 N CO CV h N 00 N C M � ci Ld� O O Cn V• CV 1A v V' to O 4 CD 0 CO h. m (9 O 4 th 0 h f� et O 0Q v M, Ch O V' CG Cp 00 to O 0) r co r 4 v CDO rn 00 N r 1n O N M tri O m OC1 M Cn h r �- us 9 M C? M � er to 9 to 10 CO COI 1� f� I� CQ 0� C� W c w p M V; It N V; Cl) aD V' O CO O CD M !� O m I, r N T N LO h r W CA M 00 r M N n V• h CC h Cfl �- v r O M r M W to CV N N N N CV M M o I c) N M 1 M 1 M 1 M 1 M 1 �. �. ao ,�, Co Co C� to N CD to 9 co 9 N h Cn h o h x d m n N e" M 00 r C) Cn m r r N r N CV rn N N co M N M M O y M CO M 0p fn m O n r m N et O h r m to v co LO, h CO �{ oo h m 00 O r 00 CO m to O r CD 00 h M Cl) h to 0 CO CO CO O M M M M IT r,� to 1n to to N N N N N M M M et -7 to to to t0 CEO COD cm p: .0 m O N N N O M O ct O to C)o CO N to N 0 M 0 et 0 10 o CD o N to N o M o V' o tO o CD o N to N 00 M et 0 Lo 0 CO C,0 N Cn NM o 0 et 0 Co CD o N M N 0 M 0 et 0 to 0 CD T m �0 ,' N M r N M T N T O m 10 w a a w to O LO a `o('D N O C L m 0 U m y a ate) O C am T E N E O N J 0 CD + m � U � N c rj, -_ N +T+ U � C 3 W O UJ.9 U 0 c c a t d N O N = co a E 0. m c I— [17 O > N a) � N r .0 f0 f1 m of75N > 7 L-' Q `) a -m CU U L � l Z O � ,0 O C O y oaa m m m ?, om O t C= 6 O W o O` y > w O C 19 is m � 3 0 m W uz,L) = cr a a, z GKi pO O M ; OC) MCO O' CVVG T 0N 00 N C cli 0) C wq s 0 Z w~hCCD CDh00 2 0 h hO O c Oi Nj W d LLI 1 1j T r- I U y CL J w Q am X W Q O b O O O ti T (fl T (D CV f` CO n O N 00 f0 00 CO O N m ci to V; O h T 00 LO M V O In to tD O h fA M M N r O to ac r.. to to O CD O (D Ci m O O r!' et O CD h M CO O'1 M Cfl CA N N M M coO ti R E COD 1 1 1 O U U� .j o 000 M N 6 r O M h O to 00 In Cn W tt7 O T to Cj CD (v) N p h O T O N �} O 0 h. N h r Cl)Cl)V- �t CC to M ct r c} M h CV w 0 d' CD O ct r (A h CS Cto N O CD N CD (D .@ U .m. 00 fb to r T r ct r to r T coO h � � 000 O O N N .11 l CNO COO N C CO ii" U C C L >_ O CD M I,- 00 Ltd d, M In O O N N I� h M CV 00 N CO OD T O (A CD CV O) M eM-- t() h T f-: M M Cl) h Cl) `- Cp M LO cry O CO to h Dj h r to O M W N� T 00 T M (A O f� to O h to �. N r L 1 7 7 I to w CO CD CD N m OOS O T O r +- T N T M T M 'ct r {; tt7 Cn T W E `— E r W it ` V ° to CD c C N (D Cn D r O (mr M st O O O to M (-, D) It - f D) h N CO co (A M CV d: O `� et Mc 1,. d; M O coO r• M M s} N r Cfl to N N h to f` (n 0 uNi p. N a CP _ _ O Mr N N M_ M co CU W C U UO MW ° 00 ° -a � 4) d to M d' M to 00 ui (O Ih Co O O N to 6 r T t 4 h r O et N N w to h tt O O) h M 0 h 0 CO N ,� O r M tY O t. O t7) CO O CD CM M I17 N c O N t1 ° y co M COh to (O 1 T CO tr h OD CA 1 T O i rC P O N to l[j N n OMD OOID O O N E *6 r T .0 O CO ~ M N 2 O C6 CT O T fV h M T In to Cp O 0 N M 00 h tt) co T r 0 M W CD h CA to CV 00 CO 'd; N M r O tD O M T O N to W N r V T M N M 'd' O LL N N G N M M M M M to to Cn Cn CQ CQ n I 00 00 O Y Y M Y lt') h Y OC) CV Y T V O CO tD O f �- co I`� to h h OQ O O M p OC) 0 (A 2i 0 (rD L I- CL i N E' y> O M T h to N n CO O h N N T W N M O M N M 00 In r O LO h CC( Cl) L M O h N n W t>) n cY CD M O r f` O CTi CO O C'n CD CM (D Cp CD (D O r cM O T to OD CO O t� M T a rn _ 'C O. Y Oj COO a010 1 M M M �- to to to CD O to CD h I,h f 00 00 00 M M N ` N s> N Co (SS L N 0? CV h O C+) 0c 00 O (0 O N O W D) �-: O r (h CA � M CO to to CO 00 M �t to � O (O Cl) (D h h0 ? T COO h e} O Cl)M h Cl) N CO ?„ U7 '- +�'' CV CV N CV N N (M M '[!- CO tf') OJ to . CD CD CO (O co (O m N O M M M �} g M �' h Cr [�' O M to to to O (O CD O6 CD N tfi h h f� h Q p L U a c m ° m .I LL m wd L �.�r O N N O O M O C (O O CO O O O C. N N M b eF 0 tf) 0 CO 0 N tD N O M O V to O O (O 0 N 0 N 0 M 'et 0 0 Cq CD 0 0 N to N b M 0 0 0 0 to O O O O ZE t, V U S et Co (D N N M e1- to CD V >_ O +c O a = cn N CL a O W J 6 o" c T N M wV N T N Cl) Mn C O L Qf C fl U U w c c V c aai a cD ° m a is y ° T 0 o (a 3 wm m M w aW f 0? X y '@ a IL v a