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9185 SW BURNHAM STREET-3 A-TEMP Heating& Cooling Inc. (0'r sw lyeo A 07-0-1995 TJ-Sizing(TM) Page 1 of I - -- 09:38:59 Y4,40 114125005 E1001 120152 MAST siz 16000 S.E. Evelyn Street +�;; Clackamas,Oregon 97015 (503) 650-5014 V, FAX: 557-2990 TRUS JOIST MACMILLAN dd 8285 S.W. NIMBUS, SUITE 105 BEAVERTON OR, 91005 Phone: 543-520-5025 03� --------------FA%s-503-526-1937� -------------------------------------- ----------------------------------------------------------------- Name: PDX NJ Project Name: FURRER b SCOTT LAW OFFICES Page Title: FUTURE FLOOR TRUSS (TYP,) Type: A Based on Allowable Stress Design (ASD) NER Building code for Custom TJM products — , ----•------------------------------------------------------- ---------------- ---------------------------------------- w Application...,.,,, Floor - Com. Deflection Criteria (MR) Member Use,,,,,,,,,,,,,,,, JOIST ~ Load Classification....,.. Floor LL Defl TL Defl Member Top Slope(in/ft).., 0,000 "y load Duration Factor,..,,,, 1,00 Span I L/600 L/240 Roof Slope(in/ft).....,... 0.000 3 Live Load(psf)............. 50.0 Floor Decking................, 6 Dead Load(pcf),,,,,,,,, 15.0 Repetitive Member Use,,.,...,. Y Partition Load(psf)........ 20.0 &1K-fya1S -fx., S deSiReinforced Overhangs......., N/A 18' TJL(TM) OPEN WEB TRUSS 2 24.0" o/c O O " 221- 2.00' " ------------------------------------------- S 1 7 E A N A L Y S I S - A S 01 ----------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM), Allowable �-� product values shown are in accordance with current TJM materials and code accepted design values. TJM Engineering has verified the analysis. The input load and dimensions have been provided by other; and must be verified and approved for OD the specific application by the design professional for the project. * The open web truss analysis presented below is approximate. All open web trusses ,re custom designed to carry the specific design loads for each project, Actual truss capacity when fabricatEd is li;iied to that required to resist the sp=cified loads. Bearing panel = 26.0681", half panel = 18.3265" Concentrated load requirements for standard non-residential floors have been considered. Pricing Load(plf) = 170 The optimized truss depth is 20'. �I Left bearing: TOP-ALL POSSIBILITIES, Approx. clip height: 1.625", Approx, clip width: 7.18' 4Z Allowed choice(s): TOP (NO-NOTCH), TOP (U-CLIP) Right bearing: TOP-ALL POSSIBILITIES, Approx, clip height: 1.625", Approx, clip width. 7.18" Allowed choice(s): TOP (NO-NOTCH), TOP (U-CLIP) O � v Q4 C/) v Maximum Design Allowable Control 11 3 Shear(lb) 1884 1884 1884 100% LT. end Span i under Floor loading yj Moment(ft-lb) 10656 10449 < 10697 102X MID Span 1 under Floor loading Live Defl,(in) 0,380 ( 0,443 L/699 MID Span 1 under Floor loading Total Oefl.(in) 0.647 ( 1.146 L/411 MID Span I under Floor loading `�pD��`(' s Span 1 IV 14,240 r �� Max. Reaction Total(lb) 1884 1884 Live(lb) 1108 1108 Assumed Brg, Length(in) 1.75 1.75 OREGON Max. Unbraced Length(in) 10 �Oi 29. Copyright (c) 1994 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, Q Af• ,t✓Y Burnham Street,9185 TJL(TM) and TJ-Sizing(TM) are trademarks of Trus Joist MacMillan, Bwnham Street,9185 MEC 95-0346 1 of 4 MEC 95-0346 2 of 4 __..-..._. ,. _:. _,..,..,. ...ra•.•e..-......rnrs•elsa..enM,wa.w.w+u.wq..,vn.rw.,.w•.awr�w:c�,ww. If this notice ;lppearS cle;►rer (111111 the document, the doclunent is of mstrginal gnal;ty. fTt1 t 1 �III III. I(I i I ! 1 If 1 1 ! 1 1 1 1 l�l I ! I I I1411 Ill+ kitf `H 11�{NIIfIII�IIN IIII iliINN lli iIli�Nii illt�iill ilil�{ii{ 1(IIII('!(NIIIiIIN1�IIN l , 4 142141 ----- DO NOT SCALE THIS DRAWING OPEN WLI3 ',"RUSS MATERIAL LIS,h , S'ITESS PRICING --- _— LiN. E_A1, ___ PRICING QUANTITY IYPE SERES CLEAR SPAN DEPTHH I ROHL NOTES % � 2P� eA. TLE! EL LENGill FUUfAGB LUAU (VA L Z2 - O I3 /B 40 M � MECHANICAL UNIT OR -- - - - - CONCENTRATED LOAD -- --- —_ — -- ---- y Zx4; STUDS �� ftACE R6D ENP 2 CWALL- A A �,✓ �T ATT` I r.---- _- -- - -- ---- - -- -- - .0jr W LL- 0 C Z O W432 --- - _ . r- - ----- - - — LOAD TRANSFER N 2 !0 N N BLOCK BY TJM. � Q � ' NOTE, WEIGHT OF MECIN. UNIT TO BEAR DIRECTLY H r, Fir ER PINS ON TOP CI-MORD OR DIRECTLY � 4 } '���f.�'' , Ej _ �, "+ ER LOAD TRANSFER BLOCKS, AS SHOWN,OI EN W13 AC (TjSSUI�ILS T SUPPORT DETAIL FOR ' BEARING -PLATE �'Ec'rE9 Dl7A,L �c�t Phywow-EDGE—H oeKING BLOCKING SPACING - - ----- - -- ----. —_---. -- -_�_ ___._��-_-- -` ROOF MOUNTED EQUIPMENT --- LIN. FT. 2x _ Ks. 211 t 1r1N Z-CU1'SIBM ENDS -/2 PCS. 2x x LIN. FT. 2x - PCS. 21 t 11111 Z-CUT'S BOTH ENUS / 2 PCS. 2x x /.9� - ZxG STUDS v1 W. 4 57UD5 2W4 5W45 ' O F 2 x G 5 Tc1v5 LIN. FT. 2x Ks. 21 >:2WTI Z-CUF.___�O�_NE PCS. 2x x r _ _ END LIN. FT. 2x PCS. Z_•CUPS PCS. 2x x PCS. 2x x - - SUPPORT MEMBER / T1<0 FCS. 2x x BY OTHERS. FU TU26' FL o0,A.' / 5.5 L.oc/i rloA/ P4 /V BRIDGING GRADE GO LIN. ;1. 2x �14 - LIN. ET, 2x ; MISCELLANEOUS HARDWARE; METAL S' ' '' IRUlBRACING ME' ' IAh CROSS--BRACING ' _ G r?-,A[- A/O TD'S 5 DOLT irm NUT TJM BEARING T's TYPE k5 - 5 Pts. 24"'Q.c. 'rym, - PLS. IANC Y -^ T - UNIFORM 1;E51GN LOADS UNIFORM DESIGN LOADS 31'(W GR. 5 BOLT FM NUT 1111 BEARING 1's TYPE FCS. U.C. ttYPE - M. IANC INDICATES LOCATION OF STARTER STRUT TIE. zeOr //5% /CL 002 _ LAG SCREW 4_FRA INC ANCHOI _PE - - - —_ - - METAL TIE BY TJ M 2X4 BY CONTR. �� 4S TYPE PCS. O.C. 1"YPE PCS. IANC (2) 2 x 's ON EDGE- LIVE LOAD .c5 psr Live Lonn 50 ESF LAG SCREW LUS. 10di1 l/2" NAILS TYPE - PCs. O.C. TYPE - I'C'S. LANG i BY OTHERS (SPANNING, A REFER TO DETAIL 5A SHEET / FOR MORE INFO. (DEAD LOAD 15'_ Per bEAD LOAD /5; PSF -- - --PCS- MIN. OF (2) PANEL POINTS). TOTAL LOAD PAR1'iT1ON LOAD ZD PSF 4d PsF TJM BEARING ANGLE YPE T - Q.C. TY E - IV. LONG <B>_ — — — — — -- -- H TOTAL LOAD SS ['SF APPROVAL STAMP: JO13 NAME: FURRE2 11 SGOT7- L/It (W16A5 LOAD LOAD INDICATES CONTIyUOUS ROWS OF STRUT ©RACING BY _LOCATION: 7'/�,4RD, 0,T , TRUS JOIST MacMILLAN REQUIRED FOR LAIERAI_ SUPPORT _ — -- SUPPORT DETAIL FOR DURING TRUSS E=RECTION. SEE SECTIONS 5 AND 7, IDENTIFICATION: Ic-oru 6: TL00/Z SHEET / FSR DETAILS AND INSIRUCTIONS JOV NUMBER: Z-95 - 03 /_7 LOA15S SUPPORTED FROM BOTTOM CHORD I - � It/DT� : mreg vet//r Wr/Gf1 r / i>n5o no c ._ ----- MFG. PLANT: I- OA D s, A/D r DCo To /�/LLSRD/2<J INDICATES CONTINUOUS ROWS OF _u X� _ pRIDGRJC, BY PLANT NUMDER: -_ TJM . SEE DETAIL K 1 ON SHEET 009 L 6)A i VIIAWN 13Y: A C1IECILED BT: j SHEET i XXXX� WtIC->♦- -r OF t-' CH. L)N17 I X INDICaT"S ' Nl leg!Z- Or I 12E-Q111I21_-D -r0 SjPF�T r'�4-I. UNIT. FRAMING ANCHOR. -- EACH SIDE, NAIL -- ' TO JOIST ONLY. Iy2" 9 GA. NAILS BY TJr!. Z x G DOTE_ (3) NAILS AT EACH 5100. 7'JL BrARIA16 CLIP Z X D15TANCE "W 15 EQUAL ---- -- DISTANCE 'X" g��CK/A/G S5co DaT 111 (ryp) TO CAMBER OF TRU55. _ I�,e Xy J41 19y TJM NON LOAD- �- - BEARING STUD PARTITIONS. ' DISTANCE 'X" -- - V� 73/16, f -- 2 x 4 BLOC 5 NAILED-.`-- 2 TO LATERAL BRACE. LATERAL SUPPORT FOR o y „ s ,l �, ( S 7D// S -9x 4 5 To./D5 NON-LOAD HEARING PARTITION � - __ 2 x I _ _ y 2 - TJL NO NOTCH CLIP '�`--- -I+ TOP CHORD BEARING FIELD BEND BRI G C,-LIF OAR 300 _ y BEFORE NAILING To BRIDGING ROWS (;ryp) C�;r�F� NAILS BY IIFR. LAP APPROX, 12" 1T•t tri 4-3/811 ± , ', :� Q Al x/20 Gpl/A� TJL /TJ SERIES I BYDAT El REMARKS 1661 NAILS /� T LAW �A� /� f3urnfiam Stwo. )m) MEC 95-034(1 sola DRAWI, DATE CHECKED DATE ORDER NO. SHEET �" m1crollam'"• Porallamo, Silent Floor"°. Tlmbe►St►01`10. TJl#, TJL", TJLX"• r7w. TJS"', MSL le used as an abbrevlotlon for f11c►ollnm'" LW. 1-3 le uNd ae an abbievlallon for Tlmbergttande' I L TIiINK SAFETY — READ INSTAI.lLATION INFORMATION BEFORE PROCEEDING NJ 7 /8 9S h-t 7 /?o (qG 2- 9S r 3 / 2 of f►nmeWwk� w I� T,IM- and TJII"' are trodemar%s of Trus Joist U."WlInn, a limited partnership. FAolee, Idaho. P-L is used as on abbreviation for F'orallam's PSL. TJI Is used as on abbreviation for TJ14 Wal. SS114LG nfnA fleor.�^­ 6V35 If this police appears c le'll-rr• (11;111 the document, the document is of rnarkin:+l yuan ly. ��f�l���{Ilii -���:��� # ���.�� ta-��t}t�llli� n�I�it�tlt�Il �ltllitll�llt �I�Itit�tltl� t tliltlt��ltll iltl�ll lli�l i�:l�tll I�I��. - 1IIIIII Iltill ( 11 i. t�iillIIII�IIII IIII�IIIIlliilllllllllllllililll11!l!lit1101;,l!III111111l IfIIIII III IIIIIIIIIII InIIIIIII nIIII 1111lIINlI 111 fit ~ I , , I 1 TRUSSINSTALLATION INFORMATION FOR A SAF LY BRACED SYSTEM TRUS JOIST MACMILLAN P.riSONAL INJURY OR DEATH MAY RESULT FROM FAILURE TO READ AND FO LOW THIS INFORMATION ,� Li!>'�itccl �� .tnership OPEN WEB TRUSS IDENTIFICATION ERECTION BRACING INSTALLATION TOLERANCES PERMITTED 6 TRUSS CHORD ALIGNMENT TOLERANCE BEARING CONDITIONS - OVERHANG TOLERANCE OF ' -` WARNING f TYPICAL BEARING HARDWAf1E (TJS'"" bearing shown) - 7JM'" Truss `�- � i TJL' 1-runs - 1 '/z" (3 /2" r TJS'" Truss 1 lo"x 3 '/z"double -'�- �� �� / ,,.- " WITHOUT CORRECTLY INSTALLED ERECTION �-- TJW'" Truss 1 I 1.5'x 2.3" double �'' TJI I Truss / - -- - BRACING AS SHOWN BELOW TRUSSES CAN BOW 1 '/z"x 4 '/." ��� 1 '/_"x 5 '/z"double 8;?�/ -..._ -.•?'` . ' Maximum /' AND ROLL OVER CAUSING DEATH OR SERIOUS 2 PERSONAL INJURY AND PROPERTY DAMAGE. --�=-- �� ----------}•• - ----•---- -i�-� .•�'� SINGLE CHORD TRUES DOUBLE CHORD TRUSS DOUBLE CHORD TRUSS _ NOTICE ERECTION BRACING AND PROCEDURES, AS trusses provide proper performance, -�\ L WELL AS THE SAFETY OF THE WORKERS, --- --- - than '/2 should not vary more ARE than 'iz' Iron a straight line. MATERIAL IDENTIFICATION _ �- -r �•�-- Maximum overhang for all truss THE RESPONSIBILITY OF THE ERECTOR. THE r IT IS DANGEROUS TO STACK BUILDING Bottom chord of truss shop Id riot be VERTICAL bearing hardware is ERECTOR SHOULD MAKE SURE THAT THIS; MATERIALS ON TRUSSES, BEFORE ALL out of square with plywood deck by ALIGNMENT � ■ DO NOT ALLOW WORKERS ON THE TRUSSES INSTALLATION INFORMATION IS UNDERSTOOD TRUSS BEARINGS AND BRACING HAVETOLERANCE ' Maximum overhang for TJM'"trusses with UNTIL ALL TRUSS BEARINGS AND BRACING more than 1/4"per foot of t ass depth.-----► 9 A. STRUT BRACING — Tubular steel with flattened ends furnishedBY ALL PERSONS INVOLVED IN THE TRUSS BEEN PERMANENTLY ATTACHED. See�7 (i.e.: '12"for 24"depth truss) "Z-Clip" or "Pedestal" bearing hardware is 'k." I NAVE BEEN PERMANENTLY ATTACHED. INSTALLATION. A. with all open web trusses. Strut bracing to be installed as each truss is set. SeeF-5--A--1, and 5-D No tab for single chord BRACE EACH TRUSS AS IT IS PLACED STACKS OF MATERIAL ON TRUSSES DURING INSTALLATION l truss strut bracing B. PLYWOOD EDGE BLOCKING is provided by Trus Jc;ct GETTING STARTED PROPERLY B. MacMillan on some projects and tried for nailing plywood edges. BEGIN AT LATERALLY BRACED BEGIN LIKE THIS IF THERE IS NO THIS NOT THIS ' Edge blocking will not prevent t,'usses from bowing. Edge END WALL OR BEAM OR LATERALLY BRACED END WALL OR BEAM --- blocking should be installed after strut bracing (erection bracing) A zxa starter strut furnished is in place and immediately prior to laying sheathing. 5-8 \ Laterally braced end by contractor with framing Plywood and nailing to conform to C. _ anchors furnished by Trus minimum requirements as set forth O �\ wall, beam, or--\ •+ _ _�� •� '�� C. 2 x 4 STARTER STRUTS b contractor with framing anchors ledger. Joist MacMillan. by project architect,engineer,or `•., (shipped loose) furnished by Trus Joist MacMillan. See z-C and r-5`51 local building code. See[] See 5-A and 5-D for allowable nailing. D. --- D. CROSS Bi RACING — provided for most bottom bearing \ Strut bracing furnished f� locations. Cross bracing to be installed as each truss is set. f- by Trus Joist MacMillan, Contractor to bend ends prior to installation. See 5-E \ See plan for number of rows required. See for truss alignment. Strut bracing furnished Beam or by Trus Joist MacMillan. \ �j wall support—/ TJ S"'truss shown (typical). See plan for number of WARNING ,� 1 \ / �' �`�) s- D (typical). Details for other open web I rows required. See© CAUTION NO WORKERS OR MATERIALS trusses similar. for truss alignment. Maximum of 3 sheets of ARE ALLOWED ON THE JOBSITE HANDLING OF TRUSSES -- 1 plywood per f0 test of TRUSSES UNTIL ALL TRUSS } aa " truss length. HAVEIBE N PERMANENTLY oft !.� THIS NOT THIS REMAINING TRUSSES --- INSTALL STRUT BRACING AS EACH TRUSS IS PLACED ATTACHED.-SEE r5 � WARMING Do not hit webs with USE THI.) WHEN ERECTION BEGINS TYPICAL STRUT BRACE CONDITIONS a forklift forks. Bent cr IN MIDDLE OF BAY (roof, floor, or odd space) ,••. WARNING � IF YOU HAVE PROBLEMS dented webs must be - NAILING OF OH EATH I I G _ _ replaced. _ ' ' --�Z I 5-C ; 5-D SPEICIF EO MAY RESIAN - TO TOP CHORD MEMBERS IN C1iORD SPLITTING. ■ DAMAGED TRU�SL 3 - � JUT Plywood and nailing to conform to 2x4 starter strut furnished Roof strut minimum requirements as set forth by contractor with framing bracing 1'12" nails furnished by MAXIMUM Si'ACING ■ IMPROPER FIT j by project architect,engineer,or \ anchors furnished by Trus Joist MacMillan. CLOSEST ALLOWABLE NAIL SPACING / ■ FIELD MODIFICATIONS _ '� ?_4"ox. maximum in I' - local building code. See 8 Trus Joist MacMillan. � •' � �' �� --�`. � - each chord chamber TATJM % ■ QUESTIONS ABOUT for allowable nailing. Sheathing NAIL SIZE DIA. TJw TJH TJS THESE D^AWINGS �. � ---- material C WARNING / Bax .113" 4" 2" 4" p� •'1 --- v v `•'fes Workers should stay clear when 8d Common .131" 6" 2" 6" CALL YOUR TRUS JOIST MACMILLAN cutting the banding to avoid -- - -- - - � i" , •// j Box .128" 6" 2" 6" REPRESENTATIVE possible injury from flying Floor strut / / 10d Common .148" 6" 2'/z" 6" banding or toppling trusses. //• - --�� ---� -- attach ' ! '� bracing- Chord �// � Box .128" 6" 2" 6" _ attach to members / i/ 12d Common .148„ 6" 2'/2" 6" r/'1 j' J � Phone � —_ -• underside - ` of truss 2x4 with 2-10d nails 16d Box .135" 6" 2'/2' E ' Strut bracing furnished by Trus Joist at each truss by contractor. Common .162" 8" 4" top chord. 8" UR ��'�••---- �. -_�- .' �. MacMillan. See plan for number of:ows TYPICAL DETAIL DETAIL AT Nailing pattern to be per plans and m If more than one (1) row is used the rows must be required. See r6 for truss alignment. AT END WALL ODD SPACING specifications. In no case shall nail OUR ENGINEERING DEPARTMENT spacing he greater than 24"o.c. in either ■ offset at least 'iz inch. r- n 14 gauge Maples may be a direct substitute for 8d -'� - chord member. Nails shall not be less nails when having a minimum penetration of 1 inch --•i =" than 8d or greater than 16d. into the main member. Phone �r'U3) BOTTOM R BRACING INSTALLATION O O CHO D C G fi Trusses will be delivered to the jobsite in bundles of twenty or less, banded together for handling and shipment. To avoid damage they should be left in NO FIELD MODIFICATION OF TRUSSES IS PERMITTED these bundles until they are ready to be installed in the structure. BRACING BELOW IS FOR TYPICAL CONDITIONS. FOR BRACING SPECIAL CONDITIONS SEE DRAWINGS 0 Miscellaneous hardware such as bearing angles, lag screws, bolts, nails as required for each specific job will be shipped In bags or boxes with the trusses. ■ Bridging material and pre-cut blocking Items, if furnished by Trus Joist MacMillan,will be brindled and banded. 5-E Cross ■ DO NOT PERMIT CUTTING, DRILLING, OR DAMAGE OF THE CHORDS OR WEBS. bracing Nailer and bracing if ■ DO NOT REMOVE STEEL PINS OR WEBS (EVEN TEMPORARILY). - - - - shown on the drawing3. ■ DO NOT MAKE FIELD REPAIRS TO DAMAGED TRUSSES WITHOUT WRITTEN APPROVAL OF TRUS JOIST MACMILLAN. 13 JOBSITE STORAGE OF TRUSSES --� THIS NOT THIS IMPORTANT ■ Approve and rerurn these drawings as soon as possible. Trusses will not be fabricated and delivered until approval is received. Bridging where ■ Trus Joist MacMillan's engineering res,ionsibility is only for the design of the trusses and not for any supporting structure or loads other than shown on drawings I Indicbtnd herein. ■ All materials shall be furnishers by others unless specifically noted "by mfr." (manufacturer)or by "Trus Joist MacMillan" herein. R Truss bearings,bracing, bridging, pre-notched plata, etc., must be properly installed as erection proceeds. ■ USE PROPER SIZE NAILS TO FILL ALL NAIL HOLES IN BEARING CLIPS, BRIDGING CLIPS, BRACING, ETC. SINGLE CHORD TRUSS �w I warrant that these Trus Joist MacMillan nhop drawings have been provided to the contractor/installer and responsible design professional and that they - - have beeo verified and/or corrected for ac:cur.acy of loading information,consistency with building design, quantities, dimensions and that all questions ' 1 shown on these drawings have been answered. I also agree that erection of the materials is the sole responsib;lity of the installer. Cross ❑ Approved, no change Purchas3r _ _- Date ;� bracing Cross bracing furnished by ❑ Approved,as corrected �t 'Pus Joist MacMillan, Install By Title as each truss is set. FABRICATION OF TRUSSES CANNOT BEGIN WITHOUT PURCHASER'S SIGNATURE ■ ALWAYS set truss hundles on stickers placed at - __ �_� - - ,c,���v I'[ < 1 _ r--� c 'he truss pin locations. NEVER store Iruusses flat or i;l '� 1x4 nailer required, set trusses directly on the ground or in contact with II attach with 2 8d nails. Nailer required al Nailer and bracing i( standing water. Damaged trusses spans beyond 40 teat. shown on the drawings, ^ f-:1. MUST BE `_ i g Bridging if shown c�11R43C REPAIRED OR DOUBLE CiHORD TRUSS g g ■ Cover truss bundles with paper wrap or canvas tarps to _.�. on the dra,••in 5.REPLACED g' 9 ,'•+.�• 29, TRUS JOIST 11AACNrfILLAN protect them from the weather, UO NOT use plastic covers as �.., Y Burnham Street,91135 �' G1{l)� they will cause moisture to accumulate on the trusses. w, ed S DRAWN CHECKED REVISED ORDER NO. PROLONGED EXPOSURE TO THE ELEMENTS HARMS MEC 95 0346 BY DATE BY DATE BY DATE THE APPEARANCE AND STRENGTH OF THE TRUSSES a ora ry / I i8�� __ J 03� 7 sHT 01=2 TJL'" TJW,'" TI-,'- TJM'.'" and TJH;m are trademarks of Trus Joist MacMillan,a flrnlled partnership,8olse,Idaho. + OWI 17 10/92 If this police s111peal-s cleal-el. 111,111 the document, the document is of mat-ginal quaty. I{III�I(�II� FWA# _ l,j �(I�I�iilj�ll(I(II1�! (IIIII�III�I' lllllll�f(I(I I I(I(I�I+I(I(I i(I(I(i�l(I III�lI.�lllw 1' _ I._.:.-_ �� �: III I(Itt oil t l 1l 111/1111 Illl�illl IIII�UIIIIIII(lilllllll�IIII IIII(IIIIIIIII�IILI Inllllflllllll� IIIII�IIII(ll►IIIInIInIIIIIIhtN 11 1 ll� tltofltl f f l i -