Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
FL Drexel 1 SNAP LOCK 26GA ECONO
r BCIS Home Log In User Registration Hot Topics Submit Surcharge State & F" PublicaMons Contact Us SCIS Site Map Unks Search USM: Public User W._xa FL FL30304 Application Type New 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/Emall 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 P.E. b` Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL30304 RO COI DRX19002 2017 FBC Evaluation Reggrt NonHVHZ Metal Raofin9-02MLWK YAK ASTM B 117 2016 ASTM G 155 2005 TAS 100 1995 TAS 110 2000 TAS 125 2003 UL 1897 2012 UL 580 2006 Sections from the Code Product Approval Method Method 1 Option D Date submitted 08/15/2019 Date Validated 08/28/2019 Date Pending FBC Approval 08/29/2019 Date Approved 10/15/2019 summary or Proau+ FL # Model, Number or Name Description _ 30304.1 HVHZ Metal Roofing Non-structural metal roof panels for use inside the HVHZ Limits of Use Installation Instructions EL3004 RO ri DRX 90i� 02017 fBC Evaluation ReggrjyHZ Approved for usee to HVHZ: Yes Approved for use outside HVHZ: No Metal Roofing 082719.1&df Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +0/-161 Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports E 30304 RO AE DRXi900 Ot7 FBC valuaton Report HVHZ -- -___ a _ _ �_ Mesas Roofna9$2719. �f __. — -�— -� . rea a Ird Party: Yes 30304.2 non-HVHZ Metal Roofing Non-structural metal of panels for u tside the HVHZ Limits of Use Installation Instructions Fl 3n3Q4 R0 II DRv19002 20_1.7 FBA Evaluat R4it Approved for use to HVHZ: No Approved for use outside HVHZ: Yes NItnHVHZ Mehl Roofino 0827�9 odf Verified By: Zachary R. Priest PE-74021 Impact Resistant: N/A Design pressure: +.0/-161 Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports i NonHVHZ Metal Roofing Og=%rAf Created by Independent Thlyd es MEM Contact Lis :: 26- i Stair Stony Stood Ta0liblumsaL 328SS one• 950.457-1924 The State of Florida is an AA/EEO employer. &Q2W91S=72Q tate of Florida.:: EdyBty S3aiSM= :: Acccmlblhtv S arament :: ROWI 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 050.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The smalls 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 small address which can be made available to the public, To determine If you are a licensee under Chapter 455, F.S., please click ii9rs.. Prodtkt Approval Aweptal M-�® Credit Card Certificate of Authorization No. 29824 CREEK 17520 Edinburgh Dr °z y Tampa, FL 33647 ' TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 67 EDITION (2017) Manufacturer: DREXEL METALS, INC. Issued August 27, 2019 1234 Gardiner Lane Louisville, KY 40213 (502)716-7143 www.drexmet.com Manufacturing: Port St. Lucie, FL Quality Assurance: Architectural Testing, Inc. (QUA1844) SCOPE Category: Roofing Subcategory: Metal Roofing Code Sections: 1504.3 Properties: Wind Resistance REFERENCES fility Report No. Standard Year Architectural Testing, Inc (an Intertek Company) (TST1527) F8542.01-450-44 UL 580 2006 UL 1897 2012 Architectural Testing, Inc (an Intertek Company) (TST1527) G1899.01-450-18 UL 580 2006 UL 1897 2012 Architectural Testing, Inc (an Intertek Company) (TST1527) F0755.01-450-18 TAS 125 2003 Architectural Testing, Inc (an Intertek Company) (TST1527) F9156.01-450-18 TAS 125 2003 Architectural Testing, Inc (an Intertek Company) (TST1527) F9156.02-450-18 TAS 125 2003 Architectural Testing, Inc (an Intertek Company) (TST1527) 0412-1012-06 TAS 125 2003 Architectural Testing (TST1558) C6413.02-450-18 TAS 125 2003 Architectural Testing (TST1558) D6207-01-450-18 TAS 125 2003 Architectural Testing (TST1558) C6413.01-450-18 TAS 125 2003 Force Engineering & Testing (TST5328) 72-019TOT-07 UL 580 2006 UL 1897 2012 Force Engineering & Testing (TST5328) 72-0314T-06A-C UL 580 2006 UL1897 2012 Force Engineering & Testing (TST5328) 72-0313T-06A-C UL 580 2006 UL 1897 2012 Hurricane Test Laboratory (TST1527) 0412-1203.07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0412-1017-05 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0412-01012-06 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0412-0305-07 TAS 125 2003 DRX19002 FL30304 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. z,# CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION DREXEL METALS, INC. Metal Roofing I Profile: 1.5-inch mechanical seam; Max.20-inch coverage Mechanical Descnpt�on. INon-structural, mm. 180 mechanical lock standing sea - -- __......._._...._.......__........_............._.__.... m roof panel; Material•........�..._._[....Min.�1.6.oz/ft`..ASTM B370..........._PP_.........._........__............_..............,......__...._......_................_....._._.........._..................._.........._._...................................... Lock ___._._._._. copper; Shall conform with FBC Section 1507.4.3 s;........_..._...._....,.....__..................._,__..-..._..._......._.._._...._....... ...... ..............._.........__....._..__._...............,......__.........................._....._.......-,_..............._.....__.•._.._.............,.. ............_.. i Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90 steel (Fy = min. 50 ksi); Shall conform with FBC Section 1507.4.3 ............................. _......................._................................................................. _.._......,............................................ . ' Min. 0.032-inch Fluropon® coated ASTM B209 aluminum (Fy = min. 24 ksi); Shall iI conform with FBC Section 1507.4.3 16 20" 1.5" Nail Strip iProfile: 1.5-inch snap lock seam; Max.15.5-inch coverage .._ .......... _............................: Descri tion: Non-structural, snap lock standing seam roof panel; slotted nail strip; p 1..... i........Material:.. ... M...._..................................._..._....................._.....__.............................____....._.......................................__...__..._............ ..........................._.._....._..........................._................-........... .......... Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90 steel (Fy = I min. 50 ksi); Shall conform with FBC Section 1507.4.3 PBR and ......Profile:._............................_L..._3/-inch....rib.i....Max.....36-inch cove,rage................. ... .... ._........ ................. . .......................... Econ Line Description: Non-structural, through fastened roof panel PBR................................................._..................................._......................_....................._..._...........-...........-............_._......................._.................._._.................._.............................................._.......................__...-,..._..._- i Material: Min. 26ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90 (Fy = min. 40 I ksi); Shall conform with FBC Section 1507.4.3 3115 Cr 90, DRX19002 FL30304 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 DREXEL METALS, INC. Metal Roofing ,LLC Econo Line 1" Profile:._.......... z 1-inch sn..........._.......ckseam; Max.16-inch coverage.-...__ .................................. .........-.............._-... Clipless 1 Description: Non-structural, s lock standing seam roof panel; slotted nail strip; _......._........................._..........._.............._........._...._................__....,...,..._...............,..,........,_.............................,..............._.........._......_......................,..,......._.............._.._.....,......... .... ..... ......... ........ ..... I Material: ;Min. 26 ga. Fluropon oated ASTM A792 AZ50, or ASTM A653 G90 steel (Fy = min. 40 ksi); Shall con fo with FBC Section 1507.4.3 :_......_._..........-...................._.._.............._......._._..._....__..._...................._.....__............_.._......_..._._..._._........_._...........................__....__...................._,..............._....._......._._......................-....._...................... Min. 0.032-inch Fluropon® oated ASTM B209 aluminum (Fy = min. 24 ksi); Shall conform with FBC Section 1 07.4.3 1" .... _ . - ..._.... ... ...... ........... .. ........... Stri ions Optional (Flat Shown) Jacksonville Pro lf`le: — 1 1.5-inch snap lock seam; Max. 19-inch coverage f-.........._...............-.......................................!.........-__..........._.........,........,................_........._._.-.......... -................................................... .._-•__..,............................_..........,........,....... ...... ....,....... ... ... ..... ....... .............. ............... .... ,......... ..,.___.......,...........-............................... Beach Series Description: Non-structural, snap lock standing seam roof panel; slotted nail strip; 1.5" Clipless ...... ... ...._..... . ........ .... ...... Material: Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90 steel (Fy = min. 50 ksi); Shall conform with FBC Section 1507.4.3 Min. 0.032-inch ...Fluropon..............._..._........._..........,.........._........._......_............._.,...._......_,....._.........................................,.......,................._.................................................................. ® coated ASTM B209 aluminum (Fy = min. 21 ksi); Shall conform with FBC Section 1507.4.3 , 1s"- 18" Coverage i Flo, WC3 p R*1,*1 ��3�I�nr�15n't8�'sir.�Ribshv�'at;�l Miami Series Profile: 1.75-inch snap_ lock seam; Max. 18-inch coverage 1.75 Snap Description:1........._...._......._...........-..._......._..............,. .....-........_..................._...._........... .....,._............_...._.._........._.........._...................._.........._.._..................................... .....................L..,................................................................................._._p......................V..........................._.. lockSTseam roof panel; Lock Material: M n. 24 ga. Flu opon® coated A standing seam A792AZ50,.....r..A......,_......-......................................................................-...................................... min. 50 ksi);...-Shall conform................................_........._.........._.................._......-..................................4.3 TM A653 G90 steel (Fy = ............__.._......_......_....._.. . Min, 0.032-inch form FBC Section coated ASTM 6209 aluminum(Fy =min. 24 ksi); Shall ............................._......................._.............................. ........................._..........................................._..._.,__...,...............__..__........................_............__._................._................._.........................,.....,.................................. i � 1 Palm Beach I Profile: 1.5-inch mechanical seam; Max.20-inch coverage .............. ......._.... ............_..._...... ... ._.......... ............... .... ................ ...... Series 1.5 Description: n t Non-structural, min. 90' mechanical lock standing seam roof panel; Mechanical Seam Material: Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90 steel (Fy = min. 50 ksi); Shall conform with FBC Section 1507.4.3 -._.............._....._.................................._.................._......_..__......................._....._,..._.__..._._.... .........._--__._....._............... ........._......................................_........_....... .... ._................ ....... ....... .... _...... .... i i Min. 0.032-inch Fluropon® coated ASTM B209 aluminum (Fy = min. 24 ksi); Shall conform with FBC Section 1507.4.3 ......._...._....-......................................................._...........,.............,.........._.............-........................_............_............,.......,.................._.........._....._.............,.... 12"- 20" Widths Available 1 + ,Flat V CV Relief sh1D` ini r DRX19002 FL30304 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 Key West Profile: Y2-inch ribs; Max. 24-inch coverage . ....... . .... .. . .. . ......... . . . ....... . . .. . ............... ...... .... ......... -.1 .... . .... . .... . . . .... . .... . . . ............ . ... ...... . ................... ... ........ . ..... . ........ . ..... . ........ ... . ....... . .. ... . ......... Series 5-V Description: Non-structural, through fastened roof panel ----------- - . ... . ....... . .... . ... .............. .. . .. ............. ......... . .... . ............... . ..... ... . . . . . ......... . . . ................ . ...... Crimp Material: Min. 26 ga. Fluropon@ coated ASTM A792 AZ50, or ASTM A653 G90 steel (Fy min. 50 ksi); Shall conform with FBC Section 1507.4.3 . ........... ... ........ ........ . . . ............. . ... ....... .... . .. ....... . ......... .... ......................................... . . . ...... ...... . . . ................. ........................ ............ . ....... ... . .......... ........... Z4" tul@xm'"n t*4 Cover-* Stuart Line Profile: 1-Inch snap lock seam; Max.16-Inch coverage Series 1" Nail .. . ......... ........ .. .. . ........... ................................ . .... . . ......... . ....... .. .................... . ... ..... . ......... ........ Description: Non-structural, snap lock standing seam roof panel; slotted nail strip; ... ... ... ... .. ... ... .. .. ... .. .... .. ..... .. .......... .. . ......... . . . .......... .... . ...... -_ ............ ..... .................. .... .. . . ..... Strip Material: Min. 24 ga. Fluropon@ coated ASTM A792 AZ50, or ASTM A653 G90 steel (Fy in. 50 ksi); Shall conform with FBC Section 1507.4.3 ..... ......... - ........... . . . . .......... - .. . ..... . .. . ...... . .... . . . .......... . ... ....... ......... .............. . . . . ....... ... ... ... . . . . . .... . ....... . ............ . ..................................... DRX1 9002 FL30304 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. o � � CL co m v m (,n v c 0 D� N m m �00 fl% C:Q N N -0 0 o Er <. N O m c a A :r n -10 v5-cn e Er o; D1 CD CD 0 m D a C o CD nC 3 N co 0 0 c v; o. < o w d c �m N G) CD O c .� �CD a M 0c CCL m ", N ij � `, o N X co 0 o � m m Nt) Nm Awl N 0 r � r �0 O O0 CD 3k CD -0 CD a aMc N i] SD ? o � o m m5 N o 1- Z (n z w r r 0- N - 3 v� v� x� x� o G G CD ON ON 7c G < m m m CD CDo �o co CL a Z 0 r 0 r CD O 0 0 o. CA c 3 c c � CL y CD G a � m m � 3 W w CD CD ci 0 G1 Fi a NP A r m m v x rn� rn0 0 �cc A 7 n =7 D) G a0 CL0 O m m 0. 0 0 a 77 W, n CZ G 0 00 00 k O CD rt —0 (7 N 0 � 0 C) CT Q�� CD 3 Cn a CD 0 D 0=cn =v_) 0 pia ova =r OL co o CL co CD 0 ,�-�. 0 'L7 0'6 m�• m� Cl) Cnz z Cl) Cn C��v�nn - ;mv�� tD in cnr in C m v ni 0 O W in Ln 3300�z� 0 o 0) m r- ID CD m cmi Cn (D.�•� r 1 00 =? �m 0.. (n CD m =.cn_oo zT U) m so � 3 =.CD m m C�r< m �• � N to m m Wo 0 0 znLn0) N -' � O C1CD cn'a � 03 o N � ."0 ° 0C;a o A o' o 0 �c• < 0 0 N� o C,D� S N CCL N Q-Q.� CAA �8m O N CD 00 $030-2z0 z3 2 0 0 m Z N m Z E1 St 'r Z� oo Zo O -+ 0 m x v tD CD Q CL mo N m y o ° act o O n =; x a :3 _ S K ,mom '�L<.z 0 a v 0 3 0 m XN 0 7 N 7 CD V o) C)7 A W N M O O m m0mC0m m -« 111✓"J ;ov p V'� Zo�o On (a 0 3 0 Q 0 r3 CD cn 77 rt Cn 0 =- CD D -i CD =r n) 3ivD�n �,.�'D -4 in 1' 1 x —ZQ (MD c� > O� Cr C x 3 O" C!3 CD to z @ OO (A o N C I acD_"O c, (n 0 z N CD Cr N W w -- cn v m CD tit oCOD CLa =0- 0. r N0o< ,=dcn go P CD W CD -t Nr m' � * c CDn y a? W N fA '0 cn 3' CD m 0 0 Cc co ^ CD N < � 0@ 0 X O c CD C) 0 0� --.0 v N o a c CD y 0- m v 3 O' c. CD c -� N c C CD cD N fD. CS M > > v v =r CT C1 c N 6 n 3, O m CD c�... CD o3vv3� n CD30::r CD 0 .c c' CD fD t0. 2•- c S c C— 0 CDcr o 3= 3 CD CD 3 CD Cn n m �, CD CD c ° CD Cr CD 0 C CD cQ ° 0 C 0CD 0 cn c O O -n � -• " 7 W CZ?N C7 — CD 6 O CD CD m Ort CD 3 �• fl k o 7 Cn 3 < o 3 mY, o 3 INv m SO w m m N c- API O S CD _3 N CD D w m D� CD v cnCD CD 3 v 0 CD c' C ZJ a p m m 3� ;; m CD m or D v o crn �t7 0 = �z to . a 1@ � Zv] CL X a1 y N p C ,Y y N Cp �v0 O CD -0 a S < m c Q c° p a) '. Cl) v ado y N 0 0 CD:3a CD o-0 CL = n s .. O< aW y Q < C a) Q = m y < O T v r c w o o'CD CD 0o v Q N O. y 0 O y X �o y (n C-) o � �m p m m ni S cn p N CD v 0. 0. CD r �n 0 3 K CD -p o_ O _ � v oN sCD CD 0 cn m m co i7 n 0 CD N 3 a� o� x x� o IS, C � 0 N PO O. m CD m--u y -i v° y 'm L7 m 0 CD 0 Di a) '0 0.D aD 0•4 m V o r o r O 0 0 0 rL N y C 3 N c c 0 C CL CL< m CD CD 3 � 0 o n 0 r- m N ..l 0 D a'�i� V m x M F —0 O) O O 8 = to C4 7 O 0rPr O O O CD O CD cuC� CD do 0 Co m a N N y v (D 03 z O 0 vm 0 6QO CD= k ,.DrnCD CL m � O $ S 0 En (D (D O CD n -p (D v _Q p " > CD 0 0 0 D O S a)?�° 0 m 3 yCD CAD Q CD N n �. CD CD y N ro O In CD 0 CD c a ch to j Z 0 VI Q CD o� x� < (n o CD 0 O N a m -n m 2 z nWi Cl) r m < o C 0. y A y D m c CL CD -n O Q CD 3 v W 7 O 0 m a 0 3 0 r x o rn� 0 -0 0 < o '0 =r W :E :U CD Q CD 0 0 0. v m 0 tD $ y a) 0 m@a,0w� y p m _ m m O v m �� w7 CD x pp CD - • (0 M 0) • to y Cfl O N 0 CL CD 0) 0) �• v i CD. (D u 0 o p N WQ; COD �O pQ N N CL to �' '� y 3 fit sc 3 rr CD in0 v i S TI -n O CD O 3 S f�rtD 3 06 CD N 0 n CD p 3 CD � Cp V No 4 VI Z cn OZ y 3 X 0 i 0 CTt O N T 0_ -u m 0 co Q Z �. o r CD o � cn a Q .::3 0 CD g CL N l< -" CD 3 O CD co - in 0 z 0 0 o cn O c aD 00. n m CD CD (D •O W z 0 m y x a) rt QO 3 i v CD S N CD � v = 0 cc o 3 CD aQ � O a) c3 y N a v c O N cl cr F C CO CD a oz ��c m CD y c ,=C, s 5 y C = C O -C v�ri vmv CD aCLo C@ 0 CD � a a O 0 CD g o CD S .+ S � m' a 0 CD < 0 a. c N' a 41z Q= —� CD 0, y CD tQ = W m; :r CD Co N �q CL m o cD c y O O y X 'a :3 y o oX m 3m � :3 CD 0 m w � r �r n 0 E3 N CD _-0 CDa a CL D = O o CD mo cn CA M CA (P Z — O CD A W N 3 v d oK OK x x x3 x� v m O N O N N O N a a a n a a a a a 01 o° o o 0 0 0 0 -r! D N Q� y Q� f=A Q� N Q� C W =_=,o = =+o = o = --p on, o mz °:@zz omzz E:mzz o'er m r r: r CD Q a .•r CD 0 CA W N N C O C a C C a C =% C' CD 0- a a CL v _ d m m m I m W co W � m N CD 0 n 0 0 <D N ^d N i 'C' i W N i N O x i W cn CA % CO CVTi� N �.ca �D C7C UJ1� —m> O M (n co (n 0 O 3• C.) .0 C.) m � <rC) <r� 0 <r� 0 r m�� N CD CD;r N m�� @ CD CO) d CD y Cp CD cnCAD cnnCAD CD y 0 Q v c� oco 9U) oC ocn C m m CD CD ��(D ��m �� M. a-cu k 0 CD 0 y n 0 7 CD N Q• V a V O- p V O. O-4 -p cn y 005CD TScn m (D N=cp S O'00 30-0 0 O-0 0 0 0 ar =ar mar 3 o cn 0O oarcn 0 O A 0 w 0 r n F n 0 �.. C 0 a0 0 y •O y •'U y 'p y �' S S S S N A- i i CD O CA cn to C- C_ C cn cn cn cn Z N O o� v� o� o� x '0 x x x� v iQ' •o gam' o Kg`��' a i 0 aN 0 to aN 0 N a a a a a a a a as = O W CD T 0 T1 N CD cD y Q 0 Q = -,15 y Q = --ho y Q' o C W v v Cl cn � m zz W=zz z 0 M : 3 v � � 3 N CD N CD N O 1 � C CD N = c c = CD a a a a 0) < m CD m CD B cD m 0 -n 0 0 -n CD W 0 N A W 4N, W CU Cl) � x (p N N Cn X CD D a N (n o x CD fU (n N X CD L 6D N i Z C� co y n i CD L CO y S17 _ L fO y 0 i (D• C_ CO y SU T O Ch i 0 y so'0 in � _a 0 0 -=•iF U'0 O �? 0 n< sL'0 o n< au?o 0 n< 0 p < N < ° < (oD ro <-0 60 CD m co CQ vyi fD Cfl 0 CD CQ W CQ In CD N O O O O CD n CD n C S S S S cD 1 0 0 0 0 O y y ov v y ov 7 EnX, a oC y o ov o teO oa vo bDoa=�OR o cQ� 65 -O cnm O n �oD aD w ° D rn� DC- = o'rnfD m 0.0 y 0 CD000O'O N S (n Nj- CS QO CD aONC CD CD -� B v36P d > m K CD Cr CA)= CD O• v S CD CS W = CD a W S N N U 0 = CO = LQ coCQ CO �- j to (a O CO =" 0 y O f0 �- 0 y- O . � CD aa- C0O CD C00 mcD cD N m, , 3 N C y 3� C� �om� '�0'@ i �oWm 3R �l 'R 3'R d m C sU m CD 1 m m a _ Q Q zs a n �o oc? ° N CD � O .00•r- C r>> w N CAD �" v 0) o �N� O O � � c a = o ° m 5� cn v vCD CD 06 a C O y N - O CD :3a S O � CD a � g o CSi G. S .+ rn -o 0 o � Cn p < N � Q c �O S � N CD N v O Cl) 0 CCDD m 3 o :3 '1O.. o. m u c 0 ° X �o o n m a m m 7 � _G N CD 2 coo N CD N 0CD r t7 3 (D a ao aC c CD o � CD O CD S fD O Ol tin Cn 0 0 p N N 3 0K oK x� x� a' a' m a a N a N < < m -Oo m '00 D nZ p Z O or oD CCD Q. o a 0) N N ' O c c CD A a a su tD CD T 00 CD — to n CD z co N tJi w rn v rn n N O N p N A 0 7' 0 ? 0 O Q3 CD O. v 01 N 7 N CD CD rn w S .Or. S CD -n CD � CD O v m �•v y N CD'O `� -4 -no to m a w m :3 CD n U) �a �^ O � CDrL O NN 7"� � '3 o °� (D� cn a�CC E D 0( y m O_ r-L S O to IVY CD 0 n =?o N n 0of = n'O S CLOoOn 0 C M CD ° CD a=0 c T 00 O. f �0 x `e rn :3 a 0 0 0 0 CD 0, 0 (' N C'*' CD G. 0 0 0MOO'w O3cOn n O = in (D CD CD - to 3. =x CD O v1 Qo .. Cr CD Fn obi o�D yv NL', o v v v o cn 'S ul cn 'S Z O CD ? N N C cn x; x� x� x� x� o a i j a CD cn � i �' i 0Q T.' O N °O N °O N °p N ° W Q N C1 O. O. C1 m CD (70 (D ta0 m 530 v,0 CD v,0 Q 0) 'a � m -0 � -1 m _0w s -0 � sD -o 3 eD O. 2.0 ro 0 =1 00 =i c00 =1 00 0.z aZ aZ az aZ `C o D o D Cl) r o r- o r m 0 0 0 0 0 3 to O 1 Ca CA Vpi VDi vAi 0M/ c c c c c CD A a CD a a a a NN CD CD CD co ca co cu co 0 0 n 0 0 N i i?f � X p X(D •D x a x m 'v CD X CD 0O N3� ,o0) 3 ON?M 6 3 (5 0 3 3 CC N 7'- 0= 3 0r)0 0:3 401 N 03 CD y 5 M M N N � � tp CD 3 2to � � �. W � cn n 0 CD 3 =°' q 0 0 CD 3.°—' I 3 01 n C1 CD 3 ?°' c01i 3' 0' 3 *.' - su m IM g. m 3 m m 3 m m CD m m 3 CD O m. 5 < w N N N 0 O v v m aai O a 3 3 3 3 3 0 to W W W pr M. CD s0 CD s� . CD �w . CD 3w �w z = it° = = c' (n CD O W N � m d�Cp � rn 'D CD � m v° m �Cp O CD *k ' CD %k y CD COj .Ni(Op' lD CA COj CD to CL (T MCA i min a 1 N) a ��Ut D y( rt _ q)�G7 _ Ern S m ro m ��w p= =9w ppc�i =gw pO= �Fw ' 0 0 =F = � tQ 0- CL n 7- n 2. n " R. n a ;2. n a :3. � �v 0M 0w 0m 0w .+ �w @(n co �w CD CO �w �co �w 3 cnw 3 3 3 3 0 0 n 0 n w o w to �O 0 m x m D r m d Dz O or Cn � 3 Z IQ 0 cn _ Cl) § \ 0 3 \ƒ \ƒ • .Q _ __ • �G CD % f_ \N K) R/o R/o 2 7 ear ESQ /C �aa A--12 ,aa -z c CD \ \ a :3= CDCO)\ \ ± ' ] ] a CO) k k CD \ \ \ C E co § CD G o / x z »«G &MG ƒ E a ) }©� \�� � # 0 82% § $�° `-0° f ° a ƒ cc § / § [ + ƒ ■ 0 . CL E 0 v © © c / \2 �k 2 /)k\=.CD 0 0 Ln. C) � 0 o CD 0;7 3 ƒ m =a§f,(Do# CD _� C W 0 0) -0 /'�P {po J §kca/\i§E k % 3 0 cL ° ° 3 e CD :3 Cl) cD o 00 \3\! ID (D J ¥ . CD :3 � 2 r + CD ( R ; 10 m n z § M > r M � m M < 0 m f r r n A e m �\ > 0 o\ R &2 � 2g •0 a -1 C S a cn C CD m m c c Cn CD ro 0 N =1 rn CD N -0 cn a O J O -Np C CD a =ry O O 0 d DKj (SD W Qao c0 (n •M. CD fl. CL S O0 D CD o a c S .ni• 3 � cn v N O a 0 co a < CCD N CD N G) < N) m 1 = CD m 3 � c o CD av 0 � O to X 't7 N O_ N 0 �m a m w = O7 :3 �G 01 CD N Z ffl �j y N �r r m n 0 3 co m'a 0� CL CL c c .0» m 0 o � o CD 0 0 O W N W N E••' N W W N W d W N W d W N W N W N N N N N N i.i N W wI Ia, CJ v fn ofw W W-4 Ln P• W NCO•-++ O P. v;02;E =o +?:3 z Z �0 m �T 3 m m'v;Q.3-o <0IDCDX-.0 CD o=(Dx o 0 OL n v v o x z �� Sa N Om(O N�.rL CD c n a- av_,CD00 N 7 (D O a CD to O �.�y n !!l D 0 _=r Co S o O O.. y y 'C7 r m O 3 O 0 < N y 0� -� a (D O a O p Q � ?� N _ N `` ff _ (D -O O B. N (D �_ 0 =r m m �' Cro Xo a t I co 0-- CD 0 C(n-- nO CD 0 CD °� ai 0 iTl v m CD �' 0 So av� -� tN O gyp. N a � CD --t II C %j O O— O N CD O CD O o=(n*oa0�v—a (D W O a r n Cl) °- " C) OD CD cn o 0) (D 0 0 CL fD E o N y cn CD O � 3 (O CD 3 0 O — N N fA -n p (D- CCD CD CD O N O CD o O o � < @ 0 o CD ' 0) — CD o. a O CD 0" W .o y N (_n —N O „nh�.� to = N 7 O CD N. -.N 5 v — CD _—to M(n' 7 Cn (ODD CD (D CD oo c�0� CD 0)CT a Q. O N O CD Cn _ cr O O C -37 CD x O N N a CD O• v, fl. C N CnCL ay CD N �-O_y0 O 3 N 7 O `< CD 7 c- 27 N O. N 3O 0 W CD �11 a 0 0 CD . . CD CD C o O. N N w o O (D � CD o a (D m_ rn CD ty y rn N 0 U) w _ CD CD CD Z S O N O _ O •h y (O S CD :3M. — N Cn Ca -n 0) (v N n CD O a 3 Er CD CD (n "n 00 O n O Q x m v Z O ZJ O O N O ;o (D 3 CD m >r �m ? Z =D r = X 0— z CD 0 (n n as 03 i_ O N f C c = i NCB C.)z CD CD Z N o �- (n Ol If N CQ C CDC Q�� 23 N CD Z) L CL N O D C � � C 3fl N 'c c a a 4 c 7 CCDD a m CL O � O 7 CD O y X a CD =O N N o 3 m z1 m NCCD CI � S 01 O. 3 n �3 M CD N N .+ N � r m n 0 3 CD70 =a CL CD CL c c a N n CD S O � O CD N O m� m a< O CD N 0. fDo a 10 CA 0 Cn 0 A 0 W 0 N V[ N O CA O C71 O A O W O N C71 N O Cfl O Cn O A O W O N (n N O O O Cn O A O W O N C)1 N 0 O 0 Cn 0 A O w O N Cn NID O O O O O Ot O 0 ,.�„ Cn O A 90 A Cn •� . j .. j Ca W A (;O N N CO N CO N CO N W N N N O � -� CO .a CD A N CO fA lA O CIO W A 4 A ' ' OI ' ' A ' A ' _ WO 0 O G Cn Cn (n O W NV m 0 m N -� V -+ -� s W V [n CA Cn O M CO V V IV :-4 W Cn p :P K) IV A N Na O tU ZTs N CO CA N 00 IV W W N O -4 A A J Cn A N N N N CO m N N N Cn W � N CO N W N CO IV O CO OD O) m O s7. WO. '�+ 8 V V N J N O V CA Oo N N CO W 1a .p :p -a J CO CO CO CW 6 Cn O O O Z4 Ca -+ y V V m 0) OO Cn CJt CA 6 CA Cn Cn CJ1 O 4, aD O W A$ O O .P O Ca -+ CA O IV P N CA N P N P 6 O to �I Cn A .A CO A CO A [O A O 6 CO 6 Cn 66 W W 6 W N taI N N -• � , -� cc Cn W W A .C. A CO W W W W W Cn i N O O O Cn O s M 00 CIO CO 0 M J V V Cn N A s O CO W CO W CO Ca O A O V co V clt N O 6 A CA 4 A Cn CA Cn W C71 O A P) .A m ? 9) GJ CA GJ A W N N cO N O N CO to CO W O (n N Cn J fn V C1t J A A. A A N W 00 Ca co Ca Cb N N Cn N A N N N N N s O CD V O W M M O N C31 NV W W W N Cn A W M M .p IV s IV IV N CO 'J C7 -I -J -1 .J O -4 N N N N to CO N. CD n m (7D CO QO UI O W W W W O -4 N N N CO CA W W W V CO V cn V O Cn m CA m CA 0 Cn W Cn O .ta !! •� A C.J N N N N N O' j. Cn CJ O 'V `4 V CO CO N a CA b) CA t J GO OO CO iO CO p Co W O Q O ? O �1 Oo O O O O �l (fl NV J .A Cn G1 Ot Z4 Cn Lo cn tU CD CD CL rn 3 =� O CO Cn CO O 00 W (b W 00 W V N 0) co 6 A Cn Cfl 61 CO CD a) s co co c0 CO Cn CO W W W J W 61 O 6 V W 0 W •L W 6 A W W s W W O CAI W N IV IV N CIO Cn as A A Cn W b W W W N O 'V :? :P :P W Cn CO V V 'V CA O O C.n Cn 41 0 wVomo�0Oa W W. -4 rN-mA SOltn�O1,0 cbo�aoaoo�blpplIOcs7 Cvn1 Ctn11 0�n CO w-4 Aw Nwww Cow O W w W O -� Go b) CA a) s ti m coC4 CO CO W :P CnI CA 41 Cr .A :N V J `J C» O :1 b O CO � N O N ONWW s O O O W 0 M O00 V N V N V N CJt Cn .A CO OD Ja .� s (O CO CO (O -!4 Cn `J s 6 �.1 6 N N 6 N 4 W 00 Cn Cn cnCO N CA � CO C4 fO 'i O bD W s m --4J -4W N w O O CO w N V CA CU b O s s W s s s ' , s (O , CO , N Cp , , C31 CA , fn W -` C7o -!4 J (� bI m CiJ W N s CWO W W cn O IV EnCn iV Cn Cn IV CO Ci7 CO N to W N W N N W Ca N A C+> s J W W C,.I O© W W O W; 4 4 m _� O W CA O O b�Y) O fn W CO Cn CA A PO V p V •� 00 J CO V Cn •� J N W Cn CO CO Ca Cn Cn W O O ' c m40 m z x z M r M tn 1' 1 m n m Un r r 0 o -0 n K < O N N G v ��p 7 0 y COD (9 Ero �v m�En mm� .« y o m n - :c r 6 = O v� � m m CL c N N T y O CDCL O CD v C) C) N y "a CD O IC)N ;z C _. N n. < m o) ci = (D 3 T G) N N < O su W C 0 -i O C = N a N 0 C d o N CA O -s N X m 0 W C n O � m m N=r 7 C) M 2 N CD N r m n O N C m a a�c C n CD � O CD m V0 M m W zzi S. N CU CD CD Q C CD co W N 0 6) U7 A W N N W Cn A W N N O) Cn A W N N 0) Cn A W N N O (n A W N N m (n A W N N A C O O O O 0 O O O O O Cn O O O O O (n O O O O O Ut 0 0 0 0 O Cn O O O O O CP O �.� p . N O) 6) Cn A CA Cn M W (n 64. W -4 A 0) A j W O W W O N CO N 00 N N Cn N as Cn (O Cn J in A •P -.4 W W W C,,) W w N N N CD CT m O :.4 W bo -+ O Cn (b W i bo :-4.ta W V 6 Cn : •R I j CO -+ O (0 W co Cn 0) Cb �A m W IV bo N Cfl N (O W W G. IV d' N x 4 V y N 6 W W (n 66 N 0) C11�n A OO .4 .4 A W 01 W A W� W W O N 00 W 6 66 W O Cn J Cn (n A •P W •� O W O W V N N N N W N N WO. W Cn p C70 W -� W M — m V W J J N W W .A - M SOP) W CO W -• N N p (O p N -+ -1 O W W O p O :A O A? N ••-� :Pa 8 ap 7 CD CA fb V 1 J 1 V I W CA 1 U7 1 C)) Cn A A CO W W W W V V O) to W iCn 1Cn I U) .P ? •A I j W N 1 N I N N y -+ V W W CO C7 UI W N C)) W .A W W M 11 -4- .P A N O V pi W O 00 �1 d) A A O W 0) -+ W Cn CO Cn O --4(O O A A O N IV W W V -+ O W ;(l O O to O O CO CD O 00 V W W =J A V N 66, 00 A W N CJi GD A 00 •P (T ? •P A W (O C6 & W O V p V W 6 N W O Cn J Cn A A CD W U) W A W W N (O N 0o •i Cn O. CO A W O W N V O W J O J W i 0 W V O W W O CD O M W .A N A i W V W W O -+ W 0CD 4�1 CD to nGC. K m �.• �• CD CD CD C6 f)D V V V Cr U) CJt C,n O (D 'WCn W WW W . N. •P OCn WIV (D A CJf N Cb W O J A N O V Cn W(D W VW Wn W O O W WW WW 0 (O( co O CO O OVV -4 -4 00 CO A C 0) O)W0) - W C)O 01 A 0)sW Co ? n W CnO CD a rn S N j W s N j N j 3 i O CD CIt CD N 1 00 00 W W 1 V CO -'4— O 1 Cn c0 1 CA 0 Cn W I Cn •P i i CO CO 1 00 1 V 1 J I O 0 ,,pp •P W W I W i A (O W O i V W Cn CJ tV Co .A C)0 6 CD 6) ? CD IV Co A •COD N OA O J W CO W•) W W A N O W O %4 C (a CT) W V O W i W b) ? K) W OO Cn V b. A A (O W Cn A W W N 0 0 O CD N 00 0) 0) d) 6) U) CJ) W N N O (iD OD (b J '�! J N ? A •(� -� O Cn CO O 0) (p V W GD O W W CO Cn VI W W O W CEO O V 'J Cn N W N Cn O U) CO W N V P --� i CD V A N -� 00 m N 0) 0) W CD m bo J W i N CO N W W Cn CA W N J Cfl M 0) Cn W 0 W W i 1 i W I i O 3 C71 1 i A 1 i W 1 i W 1 i 1 i i i 1 i O i (O CO �I v 1 V W 1 T 1 CA i A i A 1 i W 21 1 N 1 i N I i i O I O CD 1 W W 1 V 1 Cn Cn Cn •0 �� i -44 (n CO W CO C7t O co Cn J A -•• J J� -� Qo N O co W V O W N. W. CTt N CO --4 Cn CO Cn Cb .P w CA CA C70 b> W CO -44 IV Cn -� O W Cn i C70 W .p IV CO -+ Q1 IV W C)0 . Cn in CO O Cfl Co O. 00 -I O Cn A W N N -+ i O CA W 00 y� W (A Cn Cn A W W -� O O Cn CO A Oo N Oo N Cn O Cn N Cn O OD A -� fV W N p QO i N m O -� W N O N CO W -+ 00 Ul W O O IV W i W N IV U) C70 d1 N -• W O W CJI 'J O O -+ IV W A J Cn V W O M r1 iom n x z � rn D� r M to lal m x M G n m N r r n o c 7 a. 2, v+ rt� rn fD Zn N 1 a:3_ CD CD ? 0 O CD "a �`nrL o s< yCD CD `Q a fr c � iu v CD m aao In CD Z) a DO ?a 0 CD m. a s� rn a O W < 0 0) � C m a <CD m X nc CD 3 � c' CD N < 10 C W O S O CD '00 CD ;�a N pa n lD C O Cn X 'a O y O N O n X 3m a m N N =, N O. � n v cn CD Cn z N 0 O I- �r m n O " 3 3� CD a Qa CD a ao- c D ? o CD CD 0 0 0 N 0 a C < a CD 7 t° L co N i 0 7 CD O MA W N N M U) A W N N M MA W N N O Cn A W N N M U) A W N N MUt A W N N !Q� �. 00 0 0 0 0 0 0 0 0 M 0 0 0 0 0 cn o 0 0 0 0 cn o 0 0 0 0 al a o 0 0 o cn o V V J CA O Ut Cn C77 .� � •P W W W W W N to � CA 0 CT N? {� � A W W N N N N N N -+ N V CIt N OO t» CTi W p V U) CT •v A W -• O CD OD p p O 00 O 9) W s O 00 CA Un A W N i � 0 i� -4 M is M it � 0 -0,W M in 0 is W o M N M W'M M -4 M g m 2 co 00 C)D V •J fA M U) 0 U) A A W W W W J V in G)t Ui P is {� W Cd N N N N i •ZI -- 00 :P O V Ut Ul W -� O V UI O CO V -� fil O V P OD A N O OD -+ A -s O CD �! U7 -4 WO 0 -+ W co 0) W -� 0 M 0) U) I O O O W O A W W N N W W V W U) W N W CA V 3 m -x y 1 (O 1 O 1 O I 00 V 1 V V� 1 O fA A A A A�? 1 CO I CO 1 Cb I W 1 V V 1 (A 1 CA 1 U'1 1 CJt Cn CJI 1 W W I W W j N i N 00 W O �I CTf W O O A N N V U) W O W O O) N CO 44 O W OD ^J U) W N O C.Tt W N CO C .COTt CA ;P N A 0 Ut W O O N -> V O CO 0 O a w co co 00 W �.1 '1�1 � U) fJi Ut .P .P A —0 _'. OW CD CO CO CTO �1 V (A C� fA C.TI i +� A W fli.) W W i O 3 J N W CO W O 6') :P 0 A N CO -4 M -4 W A 00 N O �J A -+ CO O 0D 9) p :p M CD N U) CO CJ CA Cfl 0) CD W -40 A 00 ->• O .P V O „ J 0) 'J Cn IV .P. -+ A -i (0 4 (0) W -! W CT W � O' CD to to 0 Cp C) � N W W N N i i CO Co CO en tD i f>V V (� A. 00 W C.n CO U7 O) (Jl A U) N N i i O O O fy0 N. 'IJ V O V N V O.. C71 i W -' 0-) Q' N V W 00 N V W IV tV IV -� IV i CO W V A O :P 0 .P CO Cl) CO �i W Gl W Ul W -� W W V O .P W -a .P W 00 V CO A w W CO O CO O fD. 3 Q 0. It 1' i i 1 i 1 N j i CO (O 1 CO 1 (A I (A 1 0) 1 U7 W 1 1 fO 1 CD (b 00 J J CJi .L. M CT A U) WW :-4W (A -• O -4W O OD Ut � -> �I V CO U7 CP W W U) i CO -1 W V W N OD y W N O CA N O CA W .P CO O V O O CO IV W W CA W A !V O V U) W CO i U) CGJ U) W W V W W O A A N N i O i O I O 1 J 1 -4 , V i CA 1 M i UC i A A W "-4 O O O co N A CO W A O 0, .0 CA N O V -� 00 m A w W mV A v N CO U'i (O m U) W 0 O (n IV O m IV m 'J cD -+ .A W bo W W N V W .a A U) A V O IV O W CO O �1 O IV W CO OD V W W N N W W O OD W V J V W - A A 0 0 O CD CA O Cn CJt CJ1 1 A Un N w -+ N tV (fl m W o O C.J W CO A V CO .P W O ('p C o A U) CO CT M A CO W � cn O V p) 0 A CD w CO N N O (� 0o -� CP � -� N U) 00 -+ N OO CO N U1 V CA 'J .p m N. -+ - V CD Cn O O CO iO CC 00 00 3 i `� ~ W W (n (n N U1 O 00 O O W O 0o A V -I U) W A CO A W W l� W N m CO CA N •P -4 V A CD O 00 A V V 0) (7D 0) N Cn (A N W N A i CD 1— W O O (A W 1 00 U� W O 0 0 CD -J CO W V CO N A W m CO IV (V W N co W IV .P -+ .P W W W N W CO O O O W QD A IV O li 40 mi m 0 z n M A r M N m n m N r r 0 m m x a m OR v 0 X 9- Z 0 to n