Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
APPROVED FL Drexel 1 SNAP LOCK 26GA ECONO
50S Home Lag In User Registration Hot Topics Submit Surcharge Stets&Facts Publlcatlons Contact Us SCIS Site Map Links ' Search �* 4 Product Approval r USER:Public User Product Aonroval Menu>Product or ggatication Search>epylicatlon List>Application CoUll FL#k 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/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 P.E. b` Validation Checklist-Hardcopy Received Certificate of Independence FL30304 RQ COI DRX19002 2017 FBC Evaluation Regort NonHVHZ Metal Roofing.0$ZZ12.pdf Referenced Standard and Year(of Standard) Standard YAK ASTM B 117 2016 ASTM G 155 2005 TAS 100 1995 TAS 110 2000 TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By i 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 of Products FL# Model,Plumber or Name Description 30304.1 HVHZ Metal Roofing Non-structural metal roof panels for use inside the HVHZ Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL30304 RO U OBA19003 2017 fBC Evaluation Reuort HVHZ Approved for use outside HVHZ:NO Metal Rooting 08 719.odf 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 FL30304 RO AE DRX1900 O17 FBC Evaluation Report HVHZ 082719.pQ� rea ird Party:Yes 30304.2 _ non-HVHZ Metal Roofing Non-structural metal roof panels for u tside the HVHZ Limits of Use Installation Instructions Approved for use In HVHZ:No {tom Approved for use outside HVHZ:Yes NonHVHZ Metal Roofino 08_, 27, 9,pdf Impact Resistant:N/A Verified By:Zachary R.Priest PE-74021 Design Pressure.+.0/461 Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports I p= NonHVHZ Metal Roofing_Q82719 Ddf Created by Independent Third as ED ED Contact Lis::2601 Blair Stone Shad.Tallahassee FL 32399 one: SO.487-1924 The State of Florida is an AA/EEO employer.S,,Qpypght 2007:n13 State of Florida.::E vjjy%atc3=::Accessibility Statement::gdfund Statement Under Florida law,email addresses are public records.if you do not want your a-mall 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 matt.If you have any questions,please contact 850.487.1395.*Pursuant to Section 4$S.27$(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 4S5,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 root wish to supply a personal address,please provide the Department with an email address which can be made available to the public,To determine If you are a licensee under Chapter 455,F.S.,please click 11Br . Produet ApprovalAtxeptsl Credit Card . Certificate of Authorization No.29824 17520 Edinburgh Dr CREEKTampa, 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 Entity 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 UL 1897 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. C R E E K DREXEL METALS, INC. Metal Roofing TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION I Profile: 1.5-inch mechanical seam; Max.20-inch coverage Description. I Non-structural,mm. 180'mechanical lock standing sea roof p----_._...._.......-__........_.-..........-_.__............ Mechanical m roof panel; r......_._......._.................. _... Lock .-.Material: Min.16 oz/ft`..ASTM B370.........__PP_.........._.......__............_.....................__...._......_..................._....._._.........._...................-.........._._.............................................. copper; Shall conform with FBC Section 1507.4.3 ................_,-_.._..._..._......._.._......._.........._..........................__....._..__._...............,......__.........................._....._......._,_..............._.....__..._.._._..........,.. ..-........._.._....... 1 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 1 conform with FBC Section 1507.4.3 i................_.................................._..............(...._...._................_...........-.................._._....__.......__................_..._....................._..........._._............._........_.........,..........._..._ ..........._....... 16 20" 1.5"Nail Strip I Profile: 1.5-inch snap lock seam;Max.15.5-inch coverage ......-.._.........._........................... Description: Non-structural,snap lock standing seam roof panel; slotted nail strip; . _............... .. ........._................. ............ Material: I 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 i PBRand ......Profile:._............................_L..._3/-inch....rib.i....Max.....36-inch cove,rage........................._.........-................ ... ....-....-............._.........................................................._............_..........................................._.................. Econ Line Description: through fastened roof panel PBRMaterial..... ...... Min.26ga. Fluropon® -.._ .,.........................................-........ ..._.................._._.............................................................-.e._.....................t ..y,.._...__ escri tion: Non-structural throu coated ASTM A792 AZ50,or ASTM A653 G90 F min.40 ksi), Shall conform,with FBC Section 1507.4.3 i i 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 T NICAL SERVICES, LLC Econo Line 1" 1 Profile: 1-inch sn ck.�q�aT; Max.16-inch coverage .................................................................................................. .......... ............ .................. ......................................__.................................... ............... Clipless Description: Non-structural, standing seam roof panel; slotted nail strip; ....................... ................................... ............................. ...................................... .............................. ................. .......... s Material: I Min. 26-g.a �F..'.l 6�1 �n`!` o.-a-led ASTM A792 AZ50, or ASTM A653 G90 steel(Fy with FBC Section 1507.4.3 min.40 ksi); ............................... .......................... ............................ ............... .......................-........................................ Min.0.032-inch Fluropon@)Noated ASTM B209 aluminum(Fy=min.24 ksi); Shall conform with FBC Section 1 07.4.3 .................................................. ................................. ............. .......... ................... ........................................... ............... ------------�S\_ Stri ons Optional (Flat Shown) Jacksonville Profile: I 1.5-inch snap lock seam; Max.1 9-inch coverage .......... _.................. .......... .......... .......................................... ................................................. ... Beach Series i Description I Non-structural,snap lock standing seam roof panel; slotted nail strip; .........................__........................... ..............- .....................................-.................................................................................. .................................. ............... 1.5"Clipless 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 ...................................... ........................... .......... ................................................ ............. ................ ........................................... ...................... is"- 19"Coverage T Flo,WC11p R*1,*1 Miami Series ; Profile: t 1.75-inch snap lock seam; Max. 18-inch coverage ....................... ................ ............... .................... ................................. .................................... ............. 1.75 Snap Description: Non-structural,snap lock standing seam roof panel; .................................. ................ ................. Lock 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 Min,0.032-inch Fluropon@ coated ASTM 6209 aluminum(Fy=min.24 ksi); Shall conform with FBC Section 1507.4.3 .................. ........... ................... .................................................. ...................... ........... ............................. ........................................................... Palm Beach Profile: ............................................................. 1.5-inch mechanical seam; Max.20-inch coverage Series1.5 ................ .............__.......................... r"...........11-r-1-1-1 .......................- __................................ .............................................................. Description: 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 ................................................................... ............. ........... ............. .............. ........................................ 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 �,Flat V"CV Relief shDvini ............ 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 DREXEL METALS, INC. Metal Roofing TECHNICAL SERVICES, LLC Key West Profile: I 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. -4 Cp C31 W N 'O �O o m n 0 CD @ r m m o CODQ -. O Z o -* c, r 3 cn Iv ter{ � � � O� @ � N � fltn ll� O n @ r v T. m IDcoe m �� Qu,r�U) cp(P > a y -01 �z #`�`� 3 � TCDN oi Z `�' CD6 C! @f�D� ON ON At 4t S; N C,7OLo" N NS CQ WO N N CD V N a A C7 CD N(Q Q n C Gmc��D s� 'o pWi 33•Noonzic�D :3 CCDD �� �D ? � m p 'C to � r CD C7 tP CS ?Z7 N 0 Ca tai C a Z G CD O 1-N pj CND G a n W _ CD @ Q CD N .+ O N r O_ Cp @ U.1 �' tD CD 7 C) 0) Q• pt -'�N c @ N 0 O. O O Q• @ @^.CA �.W O QA CD >C CO, Cil _ @ @ n C'; r Qrr N 0-C3 N to CDc37 n 'C3 N n f�a.�L c y O a CD VI :3r h A Znin0 - 00 m. o 70 Q' ? m w�. °—' 0ovroim ° � `zo m Zm � j�pym NG CQD O . O s771' •Zn aro a�i a o W Zi f?$Q cb N °7 °' m m m CD $ mcm m pp x W C} mcfl Q � n n n �� @o Nnx@InZ N .0 � CD ,. ��z v 7J n add 0 Zrx-�'. _ c �.n CD so @ @ x z o isCD N 47, � z� 00 o X � m � Na � m m p iv C Z* 0 m X m N h N ° m @ N A CD o � w W N S33 7 Q CD vW 0 7Qc' ° O C Sv do c " o. 5 o o <CD CD 0 m 'xx y ' v N �- ° W 17, ro � 0 � O `z m ry n , �� Q O� 7mc CD CL X O c a v CD 4=p (D O @ O � ro N Z N CS @ 'c CL (n Gcn W N « N Q 0 -+ K Il - m 0 ao oa m K NN Nan 'd W CD n _ sv -� w o co 3 y , ns ins+ N N n m 5 Cg ?i n sv w a>ro N r- N cn o N CD 2 ro � 2� � o ;u 77 cr v y ° Q n a n N ni TXCi r ti n.6 C L 1q r r -O CD .Q CD m o f '0 :°« K 8 CDID cn o o O CD O CTt � -s N I' N rn z a D CD 0 25 G c � ro q� 4� O lR x0 SiN N T r y m > Q 0 4 CD m O P is CD A -1 4� O N c O ova G `tea m 7r av n Q- v� n � 00 % -A gr � N m Z Nr m ac T o ° '* a ^ CD �3o ID v G @ u+ O @.3.tr n �'' S11' n 11 �"► 0 4�.. CD °4 ^ Q 03 ° two m. m f m rn 00 w o T. o @ CD a r. nCDCD r a ° .� Q3 N� a tq � 9�S• CD @ a� -a a � �m @ "Q co R► N ,N• Z N @ tit 'O' ,•+, 4 N i p N CD d O r@ n O ' to co N . > fi m N w m @ c a' D � , N O -r o am N x O - Ul ttyl O N"' CD n n n t) CD 3 W N n O O p ?o o� 09 o� v� o v� a� o� n M x, x� x3 x o x� x� x5 x5 0 A �� v -o_� o � a 'a CD CD r CD CD"C C�7 cJ^t Vt C`1 0 W O W x (nO p W O W O N O N X °O N O° N O N N RI ?CL 0.N a N OL d C, a a a M C CD oa D id o a n a a a a a n m v cn a �'a a a a a a a -n c to ° 0 0 p 80 ° 0 0 ° 0 0 D 0 0 ° 0 0 ° O ° ° O < CD CD e p a < p < to N e p a e p ,e T N tD r a a O 7 tD 7 tD N ,,,,� W 1 N ,,,� N O. -� N Q,_ N Q N Q_ N Q G W .7 N Q_ N Q_ N Q N Q_ C W r nc O GL_,O C0 ° n+ ' iD -O Q;tpZ °:mZ vCDZ Q;.iDZ p �roZ a;, mZ vmZ v� Z p M. p : a 0mr � mr � n°ir � mr � CD fl. EmD � m> � 0) 20) a tD � a a 3, f/� - � CD CD CD ' tD CD SD, a R O 3 m rn ai vDi N (n m C a a a n Q N m ° c c c c CD 9y c c c c m O a. cC CL CL CL S. c: N (D m (D CD 33 CD N (D m (D m tD @ 0 n 0 0 CD 0 0 0 0 0) N N N O N O m W W a) N p�j O N N O 3 N (n O NN U)N a3i (n O N(n N ((D C O x .P x w x r, A x i w ��yy X c.D x CCD D ?� CCD v X c,D (0 O .T 'P �v� j�D -'von b ... -��l "a -�cD L i CD L CD cD C- O tJy co Coen tn_ coon titn p r coWN ON 0 cDN 0 flN c°Ts (n 3 U) -(n (n_� O O y -'N 0 3 n O y n O (> > p� n O (� 0 Cn O Ln N n t31 n en C3 N m N �'tV C1 tU 3 O 3 to 5 ° �' -0 1J o c °� n� 3. °9 �• °o �. O o n<• o 0 o n<• o n< � a � ° (n < o in m < <-o < o- < o C <-o m cD (D me m �m tu CD �m• m �m n� °r• �. ~ n�°i � � n�°iU) oo � �nD W vCD uCDi W to N N N N N N W N "��' N N n CD N n p N n CD N n O N O S 3 ti X a 7 ca Q VNNi 0 O O O O �• 3, 3, a 3, O a °,CD -0 Cn � 0 boo cn(D -0 Lyl(D Z `< O (D O O CCD ° CO >p tat co O o>j WCD >O N CD O p� T fD m N =, .0—N ��IDNvtNlc N�fpn k. O'a C)", 0 0..... Qzy o— p-O C:" 7 O +.a (7 �, 0 N K co tD S N cD - N N S* N tD N K 0 CD O N O-0-4 NO-0-4 O.0 V N ° CD' O aa) fl'O O 0) a O 0 v a. O m �0 'o o' -p to -0 cn D tQ 3 0 -0 3 0 P -p 3 o- -p 3 0 P -u K (n 4DS(n �S(n rnS(n Iv2(n m crw S cD vv 2 m crw 2 m a S N 5. �N Vr7 nC) n0 • Stu co,• °a C003 co 30 z3 � � CD a r- o D.r- a r a r- p. LO, (a p O O O O CD CD a 5 a s CD CD tD ° oLa to CD CD cn 3 � 3 ° N � 08 c 3r 0 = om � N•t7 N•O N•O N� � �c� � N N rt3N N ESN N O -n 3 CD CD : CD = ID ° �, �. 3'O 3'D 3'O 3;O Ill 3� a o s ty w m m CD-O cD tD tD cD 1� a O Y r o a or it v a � CD m -0 m �' a CD 0 m z ° w rn A s► CD 0) o)p a"o N N n K a °N ° CA ca to �' D in cn to b 0 CO 001 o c ;o a vi Ol � 0 V 0 X Ol CA fn < cD < < Z N CT (Jt cn (n cn Z.N w Enw oo 0 0 O s C� O N G � N N cn ? W N -�+ n O n Z m �j•o �� 0'S OS' 0K 09 0K 0K A a X� X�' 0 X� X� X� rrl ,cam CD �_ �_. � � �s �_, tD ° O " ° " ° " ° W ° W ° w POO° N R O 3< O N O N O N ° N O N o a a a a 0- to 0- 0 o 0 c� < < < < < G < m CD '3 fl;. 20 a Ti (7O � 0 530 uw�, 0 @0 -n < N w m m w -o w '0 (p D w 0 w -0 w _0 w 'D w '0 eD r CL aao � co W n 3 s-4 0 w a r• o°w CD0 D 0 < 0 0 0 D0 CD N@vT D DD z CL DaD a D a a D as D Y aca r o o Cl) o m o o o Q � 0 0 0 0 0 w yD n N 3 C' rNi Q 3.n+ 3� � y N �_ v ° C O n : a C CD c c W ° A a a a CD a CL a a N d a c ,� �.0. m n < m m I CD m m m m CD � co W N co W m m co QCD 0 0 CO) 0 0 0 0 0 ip 3 N 0, N 41 < O nPQ N LD W Crj � O N N N O !D � O � �W �� ,�•p �� W n w...=r O S'N �N 0 �cnD ��� �NN ��nN M CD XCQ Xcao :U = —x (D p x D X -0 xcoo "0 ?< CD 0 X 3 NN N91 O W Nn w ODNn ONn CD oD ONn v ONn w O n o = AC Pcn oo� �o�3 0�3 0�3 0� o n_ a c < 5 G � O m 0 p3 co 5 M.M (D 0 c 0 � CD 0 -0.03 'p cn m n w < mnnm wocim wocim wo0CD o c (� ?(� 7 w v w w nD� 3 sw 0 3 w 3 omi CD e �. 3 m 3 cn� 3 g.cns 0� cn� cn=r ro 3 aro °..p °_m a m (n °:m (n Q m (n a CD oN m m O CD 0) C m. D 0) m3CD m3m m3m O X N Q CD cn CD N m m N o 0 Q cn w-, �n - 3 O � p v mo M X = m :r dp G. CD m m 0� CD 0°:am 3 3 3 n mT. m �.CK d-mv =- m coo r.m0 �.CD �.� <� �- w mD" M. sw Z7w =w ?w Z n o -CO m ° w m a ? C 3 tD °t ? a, scF � �� � o n y: ocn cn Cl) v, cn woU) 3. m m m N ^m aC2 v .� m m rn ° - m v m v O N '•O �^O O NN B 0 CD w.N..?D wvc�' n.N..ry' n�`m' 't `.cn c mg(NL n w c O m ku m ks m � arc any CD N m �wj D 'a 0 Q.�O 9) �OCn a) �o2n N)OUt D kin °' n cn NCD a® 0 ?a 0 _� �y � 0m S CD CD o m � 7 S� 0 sod cmi g 0 0 :E 0 c g c CD mi � t0 ? r- a3� C: o=1CD N o $ � po CL w 'c°i $CL� ° gam ° $ � N CD lO Q Q ° ° n � s0D m m g BC 3 0C m0 m co CD ;o 3 � ocQww 0 w5 _.m v, w ww v, w v w ww m m ° O in ff _(D n m = R 3 3 3 3 3 X CD CD- W.M n n n n n ma SSX -- MCC D rrn- a C fD CD o "' ff'CD -O -O 'O' 'O' m C w o m m ? o Z D � CD v ' vo o o CD co c, N o a :q in w m to CA cn o cn za (m =� Ho k\/ § cn @ Cl)R#2 = z z zf \) [ / e ® gE -1 /a0 /C\ 0 0 ) /{\ 9ƒ 9ƒ . o d ag\ J& § r \\k f/ $ § $ / § � a M �0 & 0 0 cn 7 Rko R\ o � / 7T e ) r\ }\ \\ / /z \-R / §$ :3 ai\ \ CD \ \ 0 {0 }/ \ ± ' J\ -0 -0 \ \/ k k ƒ \ \\ \ I CD C E FL CD \ . �. ®e � \ CD 2 -n E ® S 7 7 / 7 z 2) 2 ««Et M= = e \ § 0 0 \ � G E m E _ M 0- (BCD <-0CD § ° CD ® ` ® ` a m ; m « \ ) [ + ƒ ■ mE 2 'SR / CL § o E ca 0 v \ © © /m�`■ 2_) ® \\ CD 2_}\ o 3 C ccOL, , a 2 q oR =!,C) g azzsw =r( u* W MD #01Pm -=r- CDo �\ 6.0. \ $ J 2 = a-0E _ E} mE{® ] Eo ® ° E! 3 0 ca. g c ƒ /\ :3 o3z {\ CD o §� a � � } ID \ (D CD r / \ CL � + a A @ c R = 2 mm EK ƒ m E� > \ � � § t O o\ aEp\ \ � a &2 CD M a_.�n CD � �WW -4OUtPW N � tn. O G� N q @ O 0 p Z _ a, ^' vi N -U < S0 --1D_om � -n j:E m 3mm' v; Q. CD- oa) a*0OL Z � y � �� sv cQ = v 2 a 'P � a sv CD cM n -Na - a r Z N N �- O`2 n ? 0 CoQ0 N O A M ° coy c tv OHO =' 0O ° cncn O r CL = m cDmo C CD CD -p0a D � v, CD Cn - v m Cro CD a Q. co o (s0 2) < Q0 D (D n O O �I CD 0 O 0 CD a y N v � cn — v m m m 7 x � aCD CD 0 N a _� K 3,�•. CL CD gyp. c a C N O O N aao N N 7 Cn 0 11 O N W G N� r — a a T N f0 N" QDOD , D O 0 O m w w t O pCD. W C pt = oO.-n Cll d CD 3 n Lv N [n CD - o w N w O O S( N M D N CD Q N O ?C N 3 (v �. CU 2 � - 0 O n N 1--� CD O '-p < 0) N � CSa sv Q � CD 0, W -0 ?- CD Q O (ten - CU 0 0 0 Cn O O W N W O Q to N CD Cn 0 a s -I I I 0 CD COD 0 0 -CQ cn CD N. -.- - O -+� w is�� (D CU CD CD O 0 CD o• �• CL 0 C X .a N CD fl. O• S � CL ,N fl. C(cDn (n 'il y N 0 m am rODaN CD N 0 N a y CD N n -CD_y O j i7 0 a 0 co CD CD w O W = CS 27 < CD a N O CD CD a � N cn a O 011 CD .. N W p\ co N 0 a � 0OL m o (D ;J. 3 0 a / ? CD o a o CD N W N (fl N (fl O w = CD CD CD CD'O . N x O � O 0' 0 CD O_ N.(nn CO CD CA y N h+ N !-� N CD o (y N v N ' 0 0 ' m a 3 a rn �' CD w n p n ° 0 N w N W m�CD x m Mcn r 3 0 oa o o Z x � o (DCD rn �r- o o 'fl 3m co Z D o r t7 c cn o CD o CD x =z 0 .p CD 0 (n n o m m c phi p -I co M N OO y D7 N fD ca � N Q.� to CD m O > N CD Cp z ?C) 0 o N nrri m4 p > = N W N r rq y o p 3p X m w o CD CL �o A cc O m A co N N O Cn A W N N a) Cn A W N N O Cn A W N N O Cn A W N N O Cn A W N N O O� rn CL � �O CD O. O. M ()) .A � ? ? .p. W W W N N N N N N � -� -� .A .p W W W W W N N N N N -• -+ ?O O Co Cn --� A NCO m CO W N O CO CO m N CO M O O O 00 (M ,A 4 A --40) Cn A A A N CD 3 W O O U1 010 CD N m O M N � -4 -+ -� -� A W -4m m m CDin CO J V V W fJ) :P IV IV !V O � N CL A7 7 � N -gyp f0DO Cn Cn N00 M WCO M K) N N W W - N WCOa W O � W O N 00 00 00 N O J � A A J O A N N N N CO O N N N Ut W CO CO CO O CD 00 O m W 0. O a p W m N N -I N N V bo bo N N (O W 1a :P C) (O (o (O W CA (n CO O O Z4 'w -• 'J V -4 -.p 7 Cn C. < � m n� ac c CD CA O) W <n G) Gn ? .? 4A �A .A W W N N N N 6) 6 Un .A .a A a-+ W W W W W N N N �.• � � -� S W Ut O O O Oo O) W O O O -+ O Da a1 W O .'�I A m m [O O CO O W W W W N s CD W CO o A y0 inww p c. a m m m o w w m N) 000inm obomcoorn %4 '-4 .iap Aowww CD o -n sD c �' wo ct-1 a O) W O= CD z,CD co .OJD Cj O .Op, 6) Cn in <Jl A A ? W W N N N fA W 6) Cn In <n A A. A W W W N N N N N N •+ O m 0) 0) N W m CO CO O N -4 -4 -4 0) A N CO Co OD .J Ut A N N N :Q p -a M �.{ O W CSO Co W N Cn tV W W W N Cn A Co Co bp :P N N IV N m J O -3 J J O p CO M C 2) E y. N � � N ? OD W V J J W W CJ9 fn Cn to W W W W W J V V O O O 61 Cn 1, ,A W N N N N N N CD ID m Cn O W W W W O V N N N m O W W W CO p O Cn p p W O -I A O m J Cn U) Cn Cn X = (n w CD ',I --4 --4CO (O IV C) MM N 0 00 CO <O Co O W C) o C O ? m 00 O o o L-! IV :P W LA W m o a CL rn np p, ...' tom' fir" = m io oo co co v b) � in sn in A A W W W oo co v � 44 'Ll in ci, 1> $. .L W w � N N N m O O O W W W N W A W CO m O -i IXI co m O 0 to w w w O J w CO CO m A W 00 W w 0 71, O W W N N N N bo Cn A A A O W O W W W N O 'V A A A Ca Cn m V V V 6) o o m of CD A `G — 3 CD 0 m W W 0 J J M O M N W A A A A m C» tb C» N O p� O Cn to Cn W W W W W W -+ C j v � W W W O J N � O � N COO N N N p Ut m N N N ;J A O Cn Cn Cn CD V A N N N Co (O (O O W :P Ca C 1 (nW b) .P J J V -co O �i C7 O 9 N CD o r p r o ° yi00000 � vL �nin � A A � iom �om � -!166 0 p ON) O N CCD W W O Cn O A A A 00 Cn -4 -4 V �, 0 W -+ -+ s to -� -4N N N W -+ 00 Cn Cn Cn � m -i (O C) N iN N :P (O O N N ;p s O 'J N N W W O 0 0 G7 N %4 O bl � *G N W CO O m x II CL o r CL m m c v 111 o_+ b OCmND Cp (a COW 000dWVW. 0. -' 0 6) � .� N WC71W N NNA -4 W W W w 0WW 4 0 W M -4 Cn N CWO m m 0 Z t�0 W O C w 6 C) 11 V J (O rl CO (n Cn (n X 0 07 A A O m CD ) rZ pnn 0 wW 1 " 1 H oO ? :LI v, x m m W CD N O OCl) .' c v N R,,C CL N co / 7 @ � j Sr 0 N CD z ro Era) rn ?'O N co N -. W N -+ ? > mm� ( r � yo � �. o 5<. m CD m to CL G 0 C O W U7 ? W N N W Vt A W N N 0) U) .A W N N 0) U7 .P W N N a) U1 4 W N N 0) U7 ? W N N A o CD m sO O O O CT O O O O O cnO O O O O U) O O O O O Ut 0 0 0 0 O Ui O O O O O m O �.�0 CD. . (n CL ac° r Na - n 1naM CD 2-=i.d 0 0 m A A j W w w N N N N N cn al U1 CT1 A 4 W W W WW w w N N N � -� 1 O'O-0 6) A p N W V 9 A O OP O W CO W 91 as Cp -4 R CO ^J CD Cp O A W N N W W OD N... CD O U7 w - w V 4 V O Cn O A w -+ O CO U7 w m IV w CO G). S C U C) Oi SID ?-OO y� (D <O V V '!-I 47 CA CJ1 1 W co Ca CA N Q) C71 CJ1 A P 41 GJ W N N N N N N O w 0 N W Ut N 6) W d1 A O A W O W W MW CDN U1 W M W O CO -40 W ? W N — W 8 0 Cfi W W ->• W 6) > + m :-4 :-4 J N (D W .A ->• 0o Zo O 00 -• V N O N -+ :-4 O 64 CD O W ? ? .A M'C. M < ITi CD 1 I 1 U'1 I 1 y CO co N V V 1 J W 01 U7 C71 CT A A W W W W UD N V W 6 6 616, 3 V A O V CJ7 W O 00 �4 d) A 0 O V (0 O A A O N IV W W V -+ O W O v o -n �1 r 0 & &6 4n �+ El ro O O CO CD C70 C70 =J V O) CU A L. .4 .4 A W CO OD V V CD 61 CTI A W Ca Ca N N s O. A O M O -4W A N OD ? N 0 W O � -+ O N N CO � O W W N O -4 co Ut A W cO OD U'1 CD CO) (fl K) V O W :-4O J OD i <)'1 A W :-4O W W O CD O OD Ut .A N -A (O '-4 (D W O -+ OD CA O W '. M O n CD O =3 N O cn 1 1 1 1 1 1 1 1 1 1 1 O' O O CD CD m o V V J CA cn CJt p -4 Zn w O O CD cD OD w - w m - w p p CJ -4 CD 0) W ,� O W CD .P . N . W O V . N O V . W cn O) V W . U) . O O CO �I fJl W N O) (() �p — O co (.11 IV O 00 O O IV V V V 00 00 4 Ul 0) O) W 0) -a W W 0 (n D. 0) s 0) Co ? U1 � (9 Ut O. `y° 0 CD a CA rn n 0 -� 'm '1 i .LA j i 1 1 1 1 1 1 1 1 1 1 1 N .� m W N N O CD CD q0 (� V J CA C)'7 U'1 CJ1 U7 P „� O O <D CD O V J CO 0) W A c0 W O V CIt N 0o W CD a7 c0 O W . 00 ? CD N O A O V W CO W W W N O W O C `E -A W m W W V O (0 0 w tV w .A m 0 0 m ? IV O W :,, OD W A fV C.J OD U) J OD -+ A A (D W -1 NCD � 7 C� 'VG v J I1 i 1 7 CD Ui a W W N O O O tD (p CA d) 6) U) CJt CO N N o O z O Ut W O U7 CD V W . W W . W CA Cl) O V U1 N O N C,7) O U1 CO W N V P -� CO V 0) n• O) N M M W CD m OD O W UI V W O OD s 'J N Co N W W U'1 O O V V O OD W Cn W U1 00 W N ro � r r m n 1 3 1 1 1 1 1 i 1 1 1 1 I 3 1 W W -+ -.>• 3 -+ 0 O J V V a1 T a7 . W N N •� '� O CD Co W V U1 C71 Ue `+ O W O C71 A W W O c0 U1 V . .•t V . co A W N N O 0) N O W p V cn N CO V Ui CO .Z7 O `J ? Ui CO W CO Ul O co '' co N O Co W J O `< W W 4p U) O 0) w m W CO V IV 01 --� O w U7 W W N s Q1 IV w W m U1 m W (O (O w m CD X Q O > r CD ''a a m CD O -4 - DD44 -!4w co V -4 0) C! W N N O U A - O� A W W O O D n aD Z O W O A 0 N 0 NOUO 00 C CO W W O O C D AV ZO1 rCA W O OD X .+ Z mo C) mn "0-0 o r- ? x m a m ar Nch O O W to CD Q T C M N Q,� a. to R IF CDo I CD N z ?n rq �0 N 61 N W N -t co N ">. 7 > . "a CD 7 CD c so m y � CD CD(Q a _ < o n Cl 5 6> m A w N N W Ut A W N N m m A W N N m m A W N N W m A W N N W (n A w N N p In �G 3 0 0 0 0 (n 0 0 0 0 0 m 0 0 0 0 0 cn 0 0 0 0 0 (I) O O O O O ()'1 O O O O O Ch O ,?„Fj U) N O r a C: r w m n In o' CD Z) a I t I 1 1 1 1 I 1 I 1 1 V V W Cn V1 Cn U7 .ta .{a .ja W CA Ca W W N W to D) O Cn (n ? {� •P W to N N N N N IV -+ O-t7 V Cn N Oo tl) Cn W CO V p Cn A W -• O p 00 W p O W 9) 9) ;P i W 00 O (J) W N NO CD m N W V w O A V 0 -� A �I V m W m Cn � o A W m C.)) Cn W CO O m N 0) Oo m W v CO a N"a CD O CIO a) V 'J W M Cn Cn U1 A A W W W W Q7 J V 6 Cn 6,6 A .4 4. CJ 6 N N N N "p -� OD :P O V C3t Ul W O V U) W O (O V Ui 40 V P OD 0) A N O OD W A -s O (fl �! 0) (n WO 0 O -� W W W CD) W CO 0 O -� W O A CD W N V W W V O) -+ Ut W N W --� W '4 V " � C a < CD m m X x (D 3� •COTt O W ;p W Cn W -+ ,P N W rs IV b) -+ W O 0) N A oD tit %! W O -• ^J CA fO O IV -> V O W < O ll r w c o CD CD N A CW O) 1 - ' O 0 00 OD OD -4 U U P -P A —O „ W. O COW �1 V M M. 6) & +� A6l io 3 P O :,4 A - W O OD W p :PI. M co j -4 W W 6 �tW p W W -4 OAW O C -4 O j O 'J nV4 A W -4 W W -! W M W cD pQ N to N lD c:O C n � cn (BN ' O O t 0 0 Cn 7 s, 4. CL? 0 4 N VOO) O CD N OOO N N V C7) A O W O (n IV m 0 -� IV w W V O 'P W -a :p W ou 'J C4 A W W CD O CO :P O (D. 3 CD O CL GL N O Tn m � m (n In A W W N -• O O CO (O CO W m O) 'rnj cn w W Cn -+ U) V W W -• V W Oo Ut -> (O W W CO V W W �J W N O O) N W . O O c0 IV Ou Ul N V U) W N W -1 i4 !V O V Cn W CO s M CO C3) 0) :P 00 'V W O) O O CD N =, N O. n .I.a �Cn.r i .'� :..>. �_ -a -� OD `1�1 �l V m 07 s - — - - - _a 6 6 & 6 & 6 Ut N O CWO N A A N N O O O V � -� O] p CJ) A A W N O O v N (O to (O 00 Cn W CO OD z A CO W 4 O W O O) N A CD W W V A p 0) n• W IV W W IV CO 'J ZO -+ P W Ou 4�, CO oo N V W CO O.a A CTn A V O IV ti O IV W N N O I— � r � n O CO w V 6) CA W W N N CWO W CVO W W Cn W A A O L? CO Cn 0 N •CCOO v C W m 3 0 A W N W O W A (O W W A W 110 N O) -� W N 00 N O m N`< (n O) -+ N W C.J (D V :P O W (S) C71 W A W U) W `J A W O 0o b, -� (n -+ W N V V W -+ -� 0 0 x OA v CD a �o K C m c ■��w°� N O 1 1 1 j j I 1 i 1 i 1 t� 1 i 1� j , 1 1 1 1 j 1, b CD ? (Q C N N i .... i _.a. .� s Z 0) CD O O c0 W V Cn A A W W N cfl c0 OD OD 00 CO W V m m 0 N N -+ � ->• p �I V Can � CA C» N ,�r 0 7 Cn 00 O O A �I W (O W Cn O) (O 6) N V -+ O A V W N W 00 A (D W O O) W > 00 Cn p O O _G O O CD O Ch CO N W W V CO IV A W m 0 IV (V P 00 W 07 N .P -+ .A m w W N w CO O O W W QD A N CO O X 9 J 3 N n Z W CD O A 0 CII