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Specifications RECEIVED 7 A7 G O L��� DEC 08 2009 CITY OF TIGARD RTU -1,2 BUILDING DIVISION LENNOX MODEL KGA060S4BM GAS /ELECTRIC HEATING /COOLING UNIT 105,000 BTU INPUT, 80% AFUE, 5 -TON NOMINAL COOLING, 13 SEER, 1800 CFM NOMINAL AIRFLOW. FURNISH W/ ECONOMIZER WITH 100% OUTSIDE AIR CAPABILITY. OUTSIDE AIR DAMPER FAILS TO CLOSED POSITION. RTU'S TO BE INSTALLED WITH SEISMIC BRACING /SUPPORT. RTU -3 LENNOX MODEL KGA072S4BM GAS /ELECTRIC HEATING /COOLING UNIT 105,000 BTU INPUT, 80% AFUE, 6 -TON NOMINAL COOLING, 13 SEER, 2100 CFM NOMINAL AIRFLOW. FURNISH W/ ECONOMIZER WITH 100% OUTSIDE AIR CAPABILITY. OUTSIDE AIR DAMPER FAILS TO CLOSED POSITION. RTU'S TO BE INSTALLED WITH SEISMIC BRACING /SUPPORT. FURNISH WITH DUCT MOUNT SMOKE DETECTOR. RTU -4 LENNOX MODEL KGA072S4BM GAS /ELECTRIC HEATING /COOLING UNIT 105,000 BTU INPUT, 80% AFUE, 6 -TON NOMINAL COOLING, 13 SEER, 2100 CFM NOMINAL AIRFLOW. FURNISH W/ ECONOMIZER WITH 100% OUTSIDE AIR CAPABILITY. OUTSIDE AIR DAMPER FAILS TO CLOSED POSITION. RTU'S TO BE INSTALLED WITH SEISMIC BRACING /SUPPORT. FURNISH WITH DUCT MOUNT SMOKE DETECTOR. T -1 LENNOX COMMERCIAL TOUCHSCREEN THERMOSTAT, 7 -DAY PROGRAMMABLE WITH NIGHT SETBACK, AND 5 DEGREE F. DEADBAND PER 1412 OF THE WASHINGTON STATE ENERGY CODE. EF -1 GREENHECK MODEL GSPA -125 104 CFM © .25 ESP SUPPLY DIFFUSER 200 CFM @ DIFFUSER 40 CFM OUTSIDE AIR RETURN GRILLE OF EXHAUSTFAN Approved . ,.,.. .. ........... [ 4 Conditionally Approved .............. [ See Letter to: Follow.. „......„...... Attached . . Permit * +�►' - f !. A, t . • di - . 'a.i.' r` By . j:” Date: _..L OFFICE COPY - r , , n 1 1 I ta%* 1 if if if i , 1 ---- 1 . . ::„ ..e . ■.-_=',.' - .. _ - /50 TELEC°" IC) )( /51). , , A-- § /.5-0 .,,,,, 7 ". . : 7 : 15 ..,,,. ■ - - 4 - ' ,I 1 --- L-1---- Po I 1 ■ 1 I 1,---1 1 I [21 — d I - - - K - 7 i ii i .-,- , _ 150 STORAGE !t El j LOLNGE F - - Hi • NECNANICAL - 1 I 0 el — .. 2 TION-I ...TA1 •,- , I 150 /.\--' It P-... j f ENTRA • .h.-(1.)0t 1., tS i 5 0 , ,-- MACI-IINE Firi, I II r - 7 ... ola— 1 WAITING 4 ......, PPRI.-1-1 I ., 3' A' "ST 1 up fREST STORAGE • -; -. r - - - - _, — i ---- „_ r_17 .,..,.... , _ ... . X vESTIBLILE OFFICE -CO - MN - 11 IV immilomoi MEM ;, - I . U-I- .1111111111--- .., ,_ 0 Ki _ .5 0 360 • OFFICE-CI t 4 OMIcE-r1 CZ 1 LOEN 10 0 CI.FICES ': q ( c if . : E • tt. , _ ! 3 00 ix ,-; „ a m - ICE- --=,, ■ 1.h \ . _ ----._ L .,............- ,...... ,_ L E, 1 1 I 17 -7 r = vENE 7 AIR o L. _l I I I PLYWOOD SI-lEATI-IING, 2nb 511.109, rpsurt WALLBOARD - TOTAL 71-I6 • r2"4,' NORTH FIRST FLOOR PLAN 1 (11) I SCI to' I '..., . . .. 0 (2) 0 ® 0 2_6 %• r " c ii-a -- 0 c ti5to c c.r _ .1 ), J '° l• - J C-' / i C 1 , '‘...- A (S, A .;.' ,z4 s. ur-hrt• .. tr-IYA. u•-•,. . s .P.,. . )-) I 1 1 . ( 5-0 ) Ei , yip • COM 'T.4TION- 2 . _ 12 - :1. ' ' • - N I .. , 77 L.5 , F - yi _, _ I , ■ I ----- r I rzi i ,..-,-- El , _ .. , ._. 7 ...•__ _., , ci, 1 ,.. ,:.••• .._ — ...„..._, ..,, • i _ • V . - - 4's X-RAY r.,,,ko _, - I RECORDS - d \ I I 1 ' 0 OFFICE -CO CI ING ',X E Ell i:,0; ,,,_.„, ,__ -I ' , . ■ <): . FILES ICE-CI CE,TRL cE - .. .5 Q -1---) , .-. I . 206 , .__ DM - - F - ---* -.I g ICE 2 -) .---•-• • 10-717(—) r _ 0 _ ... ,.._ i 11.1AIT If- ----- _ -- --.---- .-- - @ I I "• f \ I - - , I • -----.N l- -- V IGO C 1 I I 4, ■ . r2 ii 1 . I I -.J CY 1 SQ LOU-KA • r ' `-'--71 . .•/ 1.:1 .4- 1 • —..—........--,--., . . . . . Illin■—• f 1 --- I MORIN . I • / 0 5ECONID FLOOR PLAN 1 I : I I.• I bc..mar . . • . , . . ACCESSORY DIMENSIONS - INCHES (MM) `\ STANDARD ROOF CURBS - DOUBLE DUCT OPENING\ 1 -13/16 ` (46) 41 -1/2 C ...' 21 -1/8 (1054 - (537) A 37 -7/8 B (962) 19 -1/8 (486) 14 ' (356) \15 -1/8 SUPPLY .� ° (3\ I OPENING 0 i 0° _ 12 - 5/8 / _..................2' (321) � �. ti 1 -13/16 d f (46) RETURN ` \, OPENING '', 0 . \ 4 001 \\\ ! 32 3) (81 ` ` , 0 0 . ° NOTE - Roof deck may be omitted within con en i s•of curb. 0 0 ice/ TYPICAL FLASHING DETAIL FOR RO lb F CURB DETAIL ROOF CURB • • BASE BOTTOM I PACKAGED 1 -13/16 / Y I � UNIT (46) r __ 15) FIBERGLASS/ INSULATION COUNTER FLASHING 7 (Furnished) / ' / (Field Supplied) NAILER STRIP • . FACTORY INSTALLED PERIMETER WOOD ( Furni s he d) NAILER STRIP ' CANT STRIP ROOF CURB / /' (Field Supplied) (Extends around entire 4 14 (356) perimeter of unit) ,/ ROOFING MATERIAL . RIGID INSULATION //�2: -ter. •'=-- (Field Supplied) /,//////// . --►I 2 (51) �- Model A B ---.--.., • C No. ' in. mm in. mm in. . mm 024, 030, 036, 048, 060, 072, 090 29 -1/4 743 ' 79 -3/4 2026 76 -1/8 1934 • 090 42 -1/4 1073 92 -3/4 2356 89 -1/8 2264 1 090 models can be used on smaller 79 -3/4 in. (2026 mm) roof curbs (not full perimeter) with 15-3/4 in. (400 mm) overhang at condenser end of unit. See dimension drawing on page 39. • • • Landmark'" Packaaed Gas / Electric 2 to 7.5 tons / Paae 38 ' • // .� CLIP MECHANICAL EQUIPMEI�'✓ UNIT BASE RAIL (TYP 4) ON VIBRATION PAC SHEET METAL �������� FLASHING (GALV.) / MICRO -HOLD UNIT . UNIT ATTACH TO CURB (4) #10x\ HOLD DOWN CLIP � / ATTACH , TO UNIT, (4) #10x\ TEK, SCREWS / T . / i TEK SCREWS LONG SIDE / / ∎' ' "DUTCHMAN" FASTENERS 4112" 4 "MIN. ■ W(SEALANT p@ 7-0" O.C. N 1 -/ L- i EXISTING SHEET METAL E , FLASHING (GALV.) METAL CURB ,r UNIT *PLAN VIEW . i , � L EXISTING HOLD DOWt�d -� _ -•, PLATE ------ ROOF FRAMING VERIFY OPENING -. 'A o REQUIRED UNDER I EXISTING ROOF FRAMING • 0 UNIT , , 2 0 APPROXIMATE LOCATIONS SHOWN, VARIES PER EQUIPMENT CLIP MANUFACTURER. MINIMUM 2 CLIPS PER SIDE. MECHANICAL EQUIPMENT CURB WITH SEISMIC BRACING 1 SUPPORT AT SUPPLY AND RETURN DUCTS M1 NO SCALE W r EMILMEMMEMEMII=O imam - - AIPIZEPRIEMPRIMPP Mien 11111111111111111111111r SIM IMINEEME111.1111111 •MMINIMMINNIMENEM • IMMIUMEMINEMEEMILI MEM 1111111111111 MN (4) NECWANICAL UNIT5 MEM EMEIMIEM • FI E F 11\?g NI°AgFT%TXENI;TE ON 1•011.11111.111.111111111 ATM 1111111111111111111 1UiiIiiiIiiiiiii - lam AE , 11111111111111111111111111 Nwirr 11111111111111111111111111111111111111111111 _ • .. -a RECEIVED • January 11.2010 JAN 1 3 2 010 CITY OF TIGARD BUILDING DIVISION To: Dan Nelson Reference Mechanical Permit: MEC2009- 00648, National Safety Co. Inc. Reference your questions letter December 31, 2009. 1. Attached copy of Plan S3.2 part of approved plans. The four units are installed proportionally over eight different roof trusses which were specifically design from the offset to handle the load. With over 50 percent unused weight capacity. In additional see approved truss prints. 2. Attached cut sheets for mechanical equipment and curbs. 3. . Roof jacks were attached to roof trusses with 3/16 diameter roofers screws. Town & Country Inc. and National Safety Co. Inc. • 11011111111111 This design prepared frdm computer input by A.T.B.; EVERGREEN TRUSS CO INC - LUMBER SPECIFICATIONS TRUSS SPAN 62'- 0.0' IRC-2006 MAX MEMBER FORCES 4WR /GDF /Cq =1.25 TCM TC: 2x6 OF SS LOAD DURATION INCREASE = 1.15 1- 2 =( -21) 34 14-15.) -676) 4268 1 -14 =( -216) 69 18• 8 =( 0) 443 BC: 2x6 OF SS SPACED 24.0' 0.C. 2- 3= (4127) 361 15.16 =) -584) 3243 14- 2=(.4388) 619 18- 9 =( -1630) 221 WEBS: 2x4 OF STAND; 3- 5 =( -275) 2066 16.17 = (2152) 250 2.15 =( -410) 265 9 -19 =) -2) 1124 2x4 DF N18BTR A LOADING 4- 6 =( -17) 65 17 -18 =( -124) 472 15- 3 =( 0) 957 19 -10 =( -1085) 166 LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PSF 6- 7=( -145) 1063 18 -19 =( -259) 2277 3-16=(-5426) 772 10.20 =( 0) 1065 TC LATERAL SUPPORT <= 12'OC. UON. DL ON BOTTOM CHORD = 10.0 PSF 7- 8=( -1300) 132 19-20=) -379) 3218 16- 5 =( -137) 1574 20 -11 =( .495) 193 BC LATERAL SUPPORT <= 12•OC. VON. TOTAL LOAD = 42.0 PSF 8- 9= (1326) 138 20.12 =( -494) 4101 4. 5 =( -3) 42 9 -10 =( -2740) 281 5- 6 =( -309) 2583 OVERHANGS: 0.0' 24.0' ADOL: TC CONC LL +DL= 500.0 LBS @ 6'- 0.0' 10 -11=( -4051) 385 5.17 =( .175) 1545 ADOL: TC CONC LL +DL= 500.0 LBS @ 12'- 0.0' 11 -12=( -4426) 530 6 -17 =( -2458) 362 Connector plate prefix designators: BC CONC LL( 0.0) +DL( 17.0)= 17.0 LBS @ 7'- 0.0' 12 -13 =) .26) 40 17- 7 =( -2536) 332 C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc BC CONC LL( 0.0) +OL( 17.0)= 17.0 L8S @ 55'- 0.0' 7.18 =( -74) 1296 M,M20HS,M18HS,M16 = MiTek MT series BC CONC LL( 0.0) +OL( 17.0)= 17.0 LBS @ 17'- 0.0' BC CONC LL( 0.0) +0L( 17.0)= 17.0 LBS @ 45'- 0.0' BEARING MAX VERT MAX HORZ ERG REQUIRED BAG AREA BC CONC LL( 0.0) +0L( 17.0). 17.0 LBS @ 27'- 0.0' LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) BC CONC LL( 0.0) +DL( 17.0)= 17.0 LBS @ 35'- 0.0' 0'- 0.0' -153/ 125BV -89/ 2309 5.50' 2.01 OF ( 625) 20'- 2.8" -436/ 3892V 0/ OH 5.50' 5.83 OF ( 625) BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 62'- 0.0' -284/ 1947V -89/ 84H 5.50' 3.11 DF ( 625) LIVE LOAD AT LOCATION SPECIFIED BY IRC 2006 AND IBC 2006. COND. 2: Additional 250LBS vertical load BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP applied non - concurrently at each AND BOTTOM CHORD LIVE LOADS ACT NON- CONCURRENTLY, sprinkler location. Wind: 110 mph, h =15ft, TCDL= 4.2,BCOL =6.0, ASCE 7-05, Enclosed, Cat.2, Exp.B, MWFRS, interior zone, load duration factor =l.6 LOADS AS GIVEN = = 0 PROF,S.0 � � �� ' G)N O` • 18 -00 13 -00 31 -00 'A - T ,,,ODU; 4 , 5 1 s , 6 2 - 0 0 - ', ;,- OREGON . 1 2 12 N 4.00 " C -4x7.7 -1 4.00 _ HER 1 '• O 4 T 9" l R. C� C- 5.5x7,7 - ‘ 2.6" C 4x6 C -7x7.7 r C- 1.5x3.4 C 3x6 C - 5x6(5) t2 C 1.5x3.4 0.25 - C- 1.5x3.4 C- 5x14,5 C- 5x17.9 C- 8x11.9 A AdpiliPP co,- i0Ir v Ch -/- I C- 4x11.9 C -2.5x6 C- 5x6(S)C- 5x11.9 # 'd - 5.5x9.4 C- 5.5x7.7 C -5x6 C- 5x6(S)C-4x4.3 C- 3x11.9 0 ,17# II 17# 117# C- 5x6(S) ) 17# 1 1,17# 117# - 62 -00 4 ° f� . 2 -06 JOB NAME: 841 A JOHN CURTIS A8 Scale: 0 ,,,' Y O /� X4'4 ' IN • WARNINGS. GENERAL NOTES, unless otherwise noted 1 i � w y 1. Builder and erection contractor should be advised of all General Notes 1. This truss design Is adequate for the design parameters shown Re vie - 7. - Truss: A8 and Warnings before construction commences. and approval is the responsibility of the building designer, not theM' 2. 2.4 compression web bracing must be installed where shown + truss designer or truss engineer. 2 3. All lateral fo resisting elements such as temporary and permanent stability bracing mull be designed by designer of complete structure. 2. Design assumes the top and bottom chords to be laterally braced at / M > -r DES. BY : EE 2 o c. and at 10 o.c respectively unless braced throughout the lengt / B , = f„ Li , !x? continuous sheathing such as plywood sheathing(TC) aired where ere s shown and/or tlrywall(B _; / IFfS$`- ' DATE: 6/23/2009 / 2009 CompuTrus assumes no responsibility for such bracing. 3. 2x Impact bnd In or lateral bracing required o '�' / - ,r / P g g g qui 4. No load should be applied to any component until after er all bracing and 4. Installation of truss is the responsibility of the respective contractor. ractor. 1 7 7 8 SEQ.: 431 1061 fasteners are complete and at no time should any loads greater than 5. Design assumes trusses are to be used in a non - corrosive environment, y and are for condition` of use - ,��' design loads be applied to any component. try 7 g 1'1. .,� '-s-17:9- 1'�:5 TRANS ID: 3109 2 5 CompuTrus has no control over and assumes no responsibt for the 6 Design assumes full Dearing al all supports shown. Shim or wedge if . - 77`•: fabrication, handling, shipment and installation of components necessary. J IV I !-� p � ,,, '=' ' 6 This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss, and placed so their center / 13 0 r MI1111111 II I II I I I III III TPINJTCA in SCSI, copies of which will be furnished upon request lines coincide with !Dint center lines _ 9. Digits indicate size of plate in inches. CompuTrus, Inc. Software 7.5.1 F(1 L) -E 10 Pot basic connector plate design values see ESR -2529 (CompuTrus) G .. and /or ESR -1311, ESR -1988 (MiTek). � IPIR ES 6/10/11 /t11/21a1U 13:18 503-224-553E DTL ARCHITECTS PAGE 02 ' FROM : rAX t4:1. 1 Sari. 2E1 me 04:27PM P3 • 01/1-' /1/6-1-e-:rD/L/ ...—........siormormallsoomma ogour-orer. ( if Pi 3 C PA- 0 k Sqt t-, I no er 2-- f - I° .. . •.... ACCESSORY DIMENSIONS - INCHES (MM) (1 -cc ( 12 STANDARD ROOF CUR2S - DOUBLE DUCT OPENING ID G ll cA 4 6- , ige , 3 C ' ' - ' , I \ _ 2 ;:g . . . = ' ■ ' 1< . 1 31-711 , ..,...<2> ••••-• .......".„...„?....... ...., 1'4 . „..........., ?It < • • ...„.........(,-...,,,.. .....). 1 : 4° - -4. # 10—t4To X 4 1.4,4 4 . li ,,,-;•-"" ,A 6 -%.„. .anzEw pa Erre-kA- os) 4 's • • ' .,-"...." & ts '••N LISS etct-i- , -<- . -......., ''N- .. ,,,-_,-4-- to -.: - • Aor Igoe L t• -, so0.2. - . -,. --.‘„,, • 22 (2133 11111141114 tc4.-a F - Mosses - .. . 4111114 4 1 •tiE• Roof tIttit M24 bC P2iM2 %RNA conoburs of aub. • C . TYPICAL FLASHING OXTAIL FOR ROOF OURS DETAIL ROOF CURB 1.13/16 SASE rilOTTOM 1 pAcKAGeD ,0" UNIT 1 ' 1„...._ . "'"'• ' '''' ' ' *4 IS) SHIStelASS ',...111111 INSULATION th.:1,1111 COUNTER FLASHING (FLeatowecli :• p. ...V (F' SWPIIK) LER NAI VOW CACTORY IP4STALUSO OHMMETER WOW (Puratiorld) : NA&ER STRIP' CANT STRIP ROC, OURS e (lo Jim Towsillol) (11 Lia iv ilt–tir. — 46. - _ _ _,500FIN0 • ... . 147 i 1..x4, At:=Cet, .... i___ A , to-tc., stp.004 P . 1) —.........--..----.—.—. ih, ,-._. 8 C No. In. mni III MM I in. mrn 02 oali• 0 48,061), 072, 1 090 -4 743 70-31g1 2026 70-118 1994 000 *--- 42-114 1073 02-3/4 2359 89-1/13 226 . cT73E w7 . 6` -- i ---.--- ' - A42 ,,n arroltv 704114 In. (20INI Trt1) rOCII 0.M (not full WINVICr) A. ( WO) 0 ~400 ai CONCreer Wid 0/ AL a.. dislenflan Oefoodlne 611 map ID EA C * 1C(C14 ON IT Ap.s (8) 4 scirsEWS 7 -'" 12- c- 8S. Ui.Irt- wei < = 55 Lx:g. m 4 ,, o Les. 4 STge 1 .1 db711 l_mvskywork '" Pinicacwd Gni ISN.thic 2 Pe 7.I tens t Poor 3FI ' Los ANGELES CHICAGO ATLANTA DALLAS Toll Free: 800- 762 -2004 800 - 533 -9669 800 -822 -9690 800 -558 -7222 TEST RESULTS FO'' INTERCO '° ='4 SCREWS PULLOUT VALUES FOR INTERCORP DRYWALL SCREWS: ONE PIECE METAL d POUNDS r w s 1 DESCRIPTION r GAUGE 12 ' t `� s .... �a .. . - _ _. r: _ , Wi .,_�__�� 5, �; v� 14 1,6 i a ;1 ,s ��,,; X 2 0 „ 4 ;.z22 - 6 x 1- 6 x 1 -5/8 Phil. Bugle A /P* 325 230 6x 6x2-8x3 Phil. BugIeA /P 1050 876 505 406 237 166 4 . 6 x 7/16 Phil. Pan Framing A/P 316 247 6 x 1 - 6 x 1 -5/8 Phil. Bu :le S /D ** 1004 825 496 366 218 126 6 x 1 -7/8 - 8 x 3 Phil. Bugle S/D 1050 888 502 398 227 168 . 6x 7/16 Phil. Pan Framing S/D 1106 875 547 375 227 156 77 ` SHEAR STRENGTH VALUES FOR INTERCORP DRYWALL SCREWS: METAL TO METAL POUNDS rr 3 DESCRIPTION GAUGE 12 14 16 6 x 1- 6 x 1 -5/8 Phil. Bugle A /P* 568 6x 2-8 x 3 Phil. BugleA /P -- 1044 966 787 525 6 x 7/16 Phil. Pan Framin: A/P - - -- 747 624 6 x 1- 6 x 1 -5/8 Phil. Bugle S /D ** 912 875 721 444 • 6 x 1 -7/8 - 8 x 3 Phil. Bugle S/D 1025 937 780 522 6 x 7/16 Phil. Pan Framing S/D _- 1047 690 626 403 The complete line of Intercorp Drywall Screws meets or exceeds the applicable ASTM Standard C1002 -83, (American Society of Testing Materials) for steel screws. ` A Point (Fine Thread) ** Self - Drilling Screws PULLOUT VALUES FOR INTERCORP SELF DRILLING SCREWS: ONE PIECE METAL POUNDS fi . ,- SIZE POINT GAUGE :'-22 ; 20 :. 18 ° -16 114 , ; � 12 , 1/8 3/16, 1/4 6 -20 2 149 277 462 571 855 1043 8 -18 2 260 292 479 685 933 1533 ___ - 10 -16 2 267 360 534 763 1005 1606 10 -16 3 261 293 487 690 941 1432 2017 .. . 12 -14 3 283 333 537 737 1034 1585 2349 2911 12 -24 4 484 679 959 1489 2371 3384 3732 12 -24 5 475 672 951 1486 2269 3593 3882 14 -14 3 287 339 595 856 1114 1805 2337 4416 4885 • -'. .. SHEAR STRENGTH VALUES FOR INTERCORP SELF - DRILLING SCREWS: METAL To METAL' - POUNDS SIZE POINT G AUGE 22-22 . 20-20 ;18-.1P" 1616, 1414 12-12 1'/81/8 3/16 3/16 1/41/4; 6 -20 2 8 -18 2 546 721 1031 1049 10 -16 2 574 808 1173 1233 ,.,-..• •• - c:: 10 -16 3 709 1231 1497 1508 ;',, • A. 12 -14 3 749 1320 1574 _ 1914 1929 .` , -, 12 -24 4 1989 1972 12 -24 5 2622 2641 2682 , 14 -14 3 905 1401 2040 2509 2573 2738 The complete line of Intercorp Self - Drilling screws meets or exceeds the applicable ASTM standards C954 & A510, (American Society of Testing Materials) for steel screws. Tested in accordance with Fl.P- 1000.7 17 17 f ;.. 1 . . , . . LF f._ c-s- c....2) ,..? . ... – 1-..j i r• 7 „,..., C / `2./. i' ' i i 4 „ / • ' - i - -,'”" P el.; r . c ; L...,. i - i--i-- .., .... . _. (- '1 ( L .6 L , k...' /Li/ —i r i.-' C.6,-:/ I / (2 — — I 4",) • i • .. L CI; T. i:_.ii. :7 i I .,) ,,._! i . , I ---- , .) i 0 7 ii - ,_ _,,,.-=---,=---:1 •".... I:77. . 7 5 , 2-- ,- (:_-" tl./ (24 il- i;.....' ., ("<:• . .