The URL can be used to link to this page

Home My WebLink AboutEXTERIOR DOOR PRODUCT APPROVAL4/5/2021 Florida Building Code Online FLORIDA 09PAnTMONT OF r4j6= Business & Professional R� � fn�, i if r BCIS Home Log In i User Registration i Hot Topics Submit Surcharge Stats & Facts Publications i Contact Us BCIS Site Map i Links i search i ba Product Approval r4 USER: Public User ::,! , I : � P Product Approval Menu > Product or Application Search n Application List Applicat]an Detail FL # FL22513-R3 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (800)663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber schreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors <s Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/06/2020 Date Validated 11/09/2020 Date Pending FBC Approval https:llwww.floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnHI%2bvKgHKCWn2WNgFPQkSTNA%3d`/`3d 1/3 4/5/2021 Florida Building Code Online Date Approved 11/17/2020 Summa of Products FL # Model, Number or Name Description 22513.1 HPC Wood -edge Steel Side -Hinged 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o Door Unit Sldelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747.01-R2.odf Approved for use outside HVHZ: Yes. Quality Assurance Contract Expiration Date Impact Resistant: No Ofi/30/2025 Design Pressure: +50/-50 Installation Instructions Other: Evaluated far use In locations adhering to the Florida FL22513 R3 II FL0212.0� Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures Ilsted. 12'-0" x 6'-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system is required. FL22513 R3 AE 5140086.pdf Door top rails stamped "HPC". See DWG-MA-FL0212 for details. Created by Independent Third Party: Yes 22613.2 Wood -edge Steel Slde-Hinged Door 8'-0" Opaque I/5 or O/S Single Door Unit Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747 04-R1 0� Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2026 Design Pressure: +70/-70 Installation Instructions Other: Evaluated for use in Iccatlons adhering to the Florida FL22513 R3 II FL0215.pdf Building Code, Including the High Velocity Hurricane Zone, and VerlOed By: National Accreditation &Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures Ilsted, 3'-0" x 8'-0" max nominal size. When impact Evaluation Reports resistance Is required, hurricane protective system not FL22513 R3 AE 514009B.odf required. See DWG-MA-FL0215 for details. Created by Independent Third Party: Yes 22613.3 Wood -edge Steel Slde-Hinged Door 8'-0" Opaque I/S Single or Double Door w/ or w/o Sldelites Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 G CAC NI013747.04-Rl.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2025 Design Pressure: +45/-50 Installation Instructions Other: Evaluated far use in locations adhering to the Florida FL22513 R3 II FL0215.p� Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size, When impact Evaluation Reports resistance is required, hurricane protective system not required FL22513 R3 AE 614007B.odf on opaque panels, but Is required on glazed sldelites. See Created by Independent Third Party: Yes DWG-MA-FL0216 far details. 22513.4 Wood -edge Steel Side -Hinged Door 8'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747.04-Rl.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2026 Design Pressure: +50/-46 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 tl FL0216.odf Building Code, Including the Hlgh Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not required FL22513 R3 AE 514007B.pdf on opaque panels, but is required on glazed sldelites. See Created by Independent Third Party: Yes DWG-MA-FL0215 for details. 22513.5 Wood -edge Steel Slde-Hinged Door 8'-0" 3/4-Cite Glazed I/5 or O/S Single or Double Door w/ or Unit w/o Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL22513 R3 C CAC NI013747.06-Rl.o�,( Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2025 Design Pressure: +40/-40 Installation Instructions Other: Evaluated for use In Iccatlons adhering to the Florida FL22513 R3 II FL0217.pdf Building Code, Including the Hlgh Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When impact Evaluation Reports resistance Is required, hurricane protective system is required. FL22613 R3 AE 514007B.gQ( See DWG-MA-FL0217 for details. Created by Independent Third Party: Yes `f , ` 22513.E Wood -edge Steel Slde-Hinged Door 6'-8" Opaque I/S or O/5 Single Door 1, hops://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgldytNblepz46QE0wOhYDnHI%2bvKgHKCWn2WNgFPQkSTNA%3d%3d 2/3 4/5/2021 Florida Building Code Online Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747-R2.pd( Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2025 Design Pressure: +70/-70 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22613 R3 II FL0211. pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0" x 6'-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not FL22613 R3 AE 514010B.OQ( required. See DWG-MA-FL0211 far details. Created by Independent Third Party: Yes 22513.7 Wood -edge Steel Slde-Hinged Door 6'-8" Opaque t/S or O/5 Single or Double Door w/ or w/o Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747-R2.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2025 Design Pressure: +SS/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0211.pr�f Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not required FL22513 R3 AE 5140088.ppj on opaque panels, but is required on glazed Sidelites. See Created by Independent Third Party: Yes DWG-MA-FL0211 for details. 22513.8 Woad -edge Steel Slde-Hinged Door 6'-8" 3/4-Cite Glazed I/S or O/S Single or Double Door w/ or Unit w/a Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22613 R3 C CAC NI013747.03-R2.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2025 Design Pressure: +SO/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22813 R3 II FL0214.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When Impact Evaluation Reports resistance is required, hurricane protective system is required. FL22513 R3 AE 5140088.pdf See DWG-MA-FL0214 for details. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Slone Road, Tallahassee FL 32399 Phone: 860-48J-1824 The State of Florida Is an AA/EEO employee C�pyriah[ 200J-2013 State of Florida :: Privacy S[a[emen[ :: AccesslblllN Statement :: Refund Statement Under Florida law, email atltlresses are public records. If you do not want your a -mall atldress released In response to apublic-records request, do no[ send electronic mall to [his entity. Instead, wnkact the ofnce by phone or by [mdiaonal mall. If you have any questions, please contact 860.48J.1396.'Pursuan[ [o Section 486.2J8(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide [he Department with an email atldress if they have one. The emails provided may be usetl for official communication with the Ilcensee. However email addresses are public record. If you do not wish Fo supply a personal atldress, please provide the Department with an email address which can be made available ko the public. To determine If you are a Ilcensee under Chapter 455, F.5„ please click here . Product Approval Accepts: ® atxt. Credit Card Safe hops://tvyvvy.floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXOwtDgtdytNblepz46QE0wOhYDnHI%2bvKgHKCWn2WNgFPQkSTNA%3d%3d 3/3 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 434-688-0609 Manufacturer: Masonite Report#: 514010B Date: 10/10/2017 rilomas(fDlrlomasoe.com Test Report: N/A Product: Single door 3' x 6'8" (Wood Frame) Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/ d w/aut gap: a. With threads present in shear plane Fastener type: #10 wood screw INDS 2019, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: or: 0.152 In Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in screw bending yield strength: Fy = 80,000 psi Side member: Douglas Fir -Larch (6=(150) Main member: spruce -Pine -Fir (6=0.42) Side member thickness: t,= 1.000 in Main member thickness: t.= 1.5001n Side member dowel bearing strength: F„= 4,650 psi Main member dowel bearing strength: F„„= 34350 psi Side member dowel bearing length: 1,= 1.000 in Main member dowel hearing length: 1.= 1.140 in Made I„ Mode I, Mode II Mode III. Made III, Mode IV qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135 P= 725.61 lbs P= 884 lbs B: 1.07 B: 0.57 8: 0.5 B: 0.000 Kb= 2.400 Kb= 2.400 C:-427.674 C:-253.623 C: -267.699 C: -93.6 Z.= 302 lbs Z,= 368 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs Ke= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs Min. Design value: Z= 110 lbs Z= 138 lbs 4= 2.400 to= 2.400 Ker 2.400 Duration Factor: Co= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs Allowable Design Value (ZCo): Z'= 175 lbs/anchor Fastener type: 1/4 ITW Topcon Tabulated values N.O.A. I6-1222.06 edge pacing (!n) Substrate: Hollow block distance 2.00 4.00 Minimum embedment: 1.25 in 2.00 130 161 Actual edge distance: 2.50 in 4.00 1 163 1 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z"= 155 lbs/anchor (per Interpolation when needed) Fastener type: #10 Tck screw Substrate: 18 &A, Steel Tabulated design value: Z= 1266 lbs safety factor: Fs= 4 Allowable Design Value (ZF5): Z'= 316 lbs/anchor Minimum anchor capacity: 155 lbs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations minimum required anchors 36.38 Design pressure: 85.0 psf I 1 ��%A2 79.25LA Zane Area (ft') Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (lbs) Qty Load (Ibs) A, 2.3 195 N/A N/A 155 1 2 98 1 OK Ae 7.7 656 6.00 18.00 155 1 5 131 1OK a b i .O ��ENSF a to 0,51 e• * 0; STTATT�ccE OF �%Z ;ORIOP• ��ss�ONAl1��G`�\ Luis R. Lomas P.E. FL No.: 62514 9/212020 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite LewnWile, NC 27023 Report #: 51401 OB 434 68&0609 Date: 10H012017 dlomasg rlomasoe.corn Anchor Locations: 2of3 i a8 18.19 6.00 T P. 6.00 TYP, 6.00 6.00 ENs�.9s�.�� °o•�TATE OF `�•'��ORMt;# *\�� Luis R. Lomas P.E. FL No.: 62514 9I212020 L. Roberto Lomas P.E. 1432 Woodfafd Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514010B 434-688-0609 Date: 10/10/2017 dlomas@lrlomasoe.core Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 112" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW, 2, FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 114" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 21/2" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN BELOW. 3, FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN BELOW, 4. ALL FASTENERS TO BE CORROSION RESISTANT, 5, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM, D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6, ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL, 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS, ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10, WHERE WOOD BUCK THICKNESS IS 1-112" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE, UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS, 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. [c35[e] = ea 0,f, 61 ••*= �!� TATE OF 0'OF•'c,OR10P• ONALI1G`�\ Luis R. Lomas P.E. FL No.: 62514 9/2/2020 W U F �qq l� .may el o r N N N o p O M N y e a� 0w GOMM y� x Q rA ra PC Qd d d F7 Q ca g a u � O U U W g or d �F� ti q9y a it O v 0 Q r y OCud 5 a A o � R Mg •R O � A z t a H v av O y 0 o U v, a a y •o od ,b] Cp. a a A d N M G d O D ♦+ N H u a al tm i�r N w y C u o 0 el W C W •q O O o � w A P•n ny' !�O N u .7 :� . Okn O 4 00 ow p U ° Cd .. � u Cd 0 ° e ro� U OMi u Z w leeo i�tY a' O x T 4dy�JbI "° c a� z °. a� k��yw u o�2�0� o�-•ow �yw �;�w d,�w--;�w Q'y z c .° c .N (7 c . . (7 . c7 6 cj d i. CL � 3^•x3 �x 3� 3 3- 3 c O. n0 �' -3 U �L10 _3 �Q �q.S �Q �Q °A ��p = PC Pa ��SOq e�Qz Q z zop z;Qz.yQ z.�Qz. Q z.�Qz.NQ FAoa'o ao ao �oao yz yz yz �z 2 Nzpa y d o. a. a aaa w ago o�No o� a a 3Fo M SNOISIAMI A9 3M I ON 92109 11 `OOVOIHO 1S3M MOM WAM8 SWUVA3137VJMU! ^ 0 I I nl SMS SOlOHS3aH1 0300V 9L 9 to tl SMS SIA03 OSIW OZ 9 OV08 SIMod 9961 :AISMSSV 40 "Vd N z 'dE103IM011VNH31NI 311NOSVPV H" = M-aroM 30WO agog 379n99 g ^I am mw agog 9aagpq unOMd �a ,Ogre IMH 73Hdd '1 M Y ® ® ®oz o ®® ® I aaa &zzzz 13 ® ~ W gozzzz O h El= o 0.01 oo� zoc� 3� t+++++ ®®•® E�ooa000 Mai a ® ® ® ?mmlllll e W00000 arc mo N00000 p � o10.o oo O11111 Moocoo ® ® ® +f++4 07413 'XVW ,£9 •• '%iri a a a a a ,S[9'tB 1H9014 3MM1 z 09ft99 OOODO F ® ®•® WooVlvino ollll o ®®® qoo V% ZoNom I l Ww00000 V �QQa w oI sz o ozo wx 3 an N°� 04F Ll LU3 g�ME�w�� a � �� SFMx ®r= WWm own az��o s �s� ®®® z ogghh w3 �oz zm o ou.�Saoo�, ®®® i'ix X000 axo O� §�� =oo C csg 1wo 0 3ml % au al w�zz Q m zv Wok z� w Nz o o o�F 3 0 �970� - � 8 _� z W� p ® ® <gg ® WM v�� q>q<mtsY�6� voo b kMA �Eoo�i ®® boo S Y� K�xx z S� §a CE0.o soma 8i W w n e h SINLaO A SNOISIA3N 98109 ll 'OOVOWO 1S3M SAMtl007 ONWOHONtl As I SMS SOlOHS3NH10300tl 9L 190 VN 1Aiewls tl NO IWd $ Od021 SIMOd 5;961 Con jew i VIM 7VNOILVNH31N1311NOSVW N01•d0MIS 3J -Moe-mg m �a�awa aaoa aaxuq. hPM x 0xx �sL£ L£ Lf'L o: o w0 W p n{ o u QWE to=w�o I I I I I I ��WwrPICON i• - dmx� PC aa J yy DMIPPPM LIPP.0 O d3 — Ji PC PC ,osaLb —„s•s a a� s a os• <•• 16.P06. z rpeogoo q yP •f•'T• L7a 030tldS tl= 3a0H b — 4— e � AT x > O W Y iQp� ~ z E_ Y 3d �03 030tldS 1.1 1tl003 3a0W 4 S1N130 i S 0 SIA38 SNOILV907 omwHaw '� 31V0 'ON n n 59109 11 '09VOIH0 1S3M SMS SGIOHS38H1 03OOtl 9l 9 V " ti B !AIOW3SStl aD "Vd SMS N01103aa0O aOHONV OZ 9l L B GV0N SIMOd 9961 AM M MOM N z ¢ � n WOO IVNOIIVNU91NI311NOSVW 3MWO 1W "a3-00dA •9-49 yy aam m woa aounuq d ' aanaoad w p vri w Um r 5o p �K W6 Ow r3 �bx �Uo p0 g1N zm z 22#SS�elloQ 1— lJ z z c�U = off$ L_IL�JI I mo 00 9MK� OX O f �+.U.. 20 g5� U ognw '�. JO p m �� z O W K K t4i� c�gtS oa o w iyii. 2 E =x woozM re M H 5o V)MN W M 3 NW Om 3 Y�Ul x p 0 a a N z o�Fn YO I -F I m3 m= of O... O a� 0g J 3� 1'i <o .a ay m .e ,g... � U ac= �P I �zZ¢ 033VdS AWAD3 390H 4 UQ u I FZ n� I I I I I a — qz m W2>w> aWW O w �w= r K U >- N j O WU< m W Z ZS �< W d K UQ UZg O N W WpC Za n< a ZZZ oQ" Dw0 w o o w^r il m oN• m N za <ON<rN >�< O U o W�� < zJr x �Id •1 Q�....Z=a, ww�* Nw= z J_ L zoo�w0]oo< Wzr 0 I I I I I I oo3 �p�vai�z ppyzF_• m r UXO� wJ r.�Q� IilXW , NY U OBI=-M�Z\, z SSW I �O J>2 EK<m p O�WO w w �N �pir owo w �zw momI o� � z W^ pW oo g w Z S Y �ZWFWaW W<OZoz�W mN c9 INO 9fnommr N<2 2 Y� W ul O zop 0000:io 0O.NW U p j} M wow pom 04sm mw 7 Sw Vjzwi ap wU—) p Oz0(� zwom 0 Wf/1 O z�=lJi <w2 ZOO ZWz O z < <1n...wmravtJ3 �<o5 3r M N M Y — 030Vd5 Al1tln03 3a0N 4 1 1 1 m