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THIS NOTICE , IT IS DUE TO , THE QUALITY OF THE ORIGINAL DRAWING. - ts OE 62 92 12 9Z SZ trZ C-4-- -22 -- iZ OZ 6t 9j U NE1 LI 91 SI bl CI ZI II 0$ 6 9 L 9 S b E Z I I iiii .70dmir ..rottr,as, X111 IIIIIIIIIIrrlrlriirliiiii��ial�irrllrrailltI1111i11i1l1111lI1Ni1114i1t �}�y11�filIIItWdI�Itlllllll!!I�IIIL� � # 1ilfinllilll��iittftitittlllltitlllllllL�IIIIiIILIlII lid 11uoiL� ulwluul,��lu�s.�uliIuiI�a1 . ,„ . ,. 29 9 , I • , 1990 - _. ia ...r''''.''' ,.,i ___ �_ i% 1 . . _. . .. __ . _ __ _ _ .._. . . 4 (2,a ( i. 4 l; _ - Z4x 2.13 -r-- t5Art nEAU-- F-A., -E, a...12:1(i �� , [JI t=F.U;ii_.k, 5:Z.E., kif..L�t., To F1 T , , '164<%•wr- 10 -au. U41-)4:-I wtir*"..'• ....7o,r•• ..)'#i;. 4 IZriid y• .,-- ) ' K c.4 - , ,, 416 1 4 s 1 1 - �' T , I ) ' yir.7,,.!.27e / la' 0 / ' •., , , 1.. I ___IpPIS.,.. s 1 1 , ® / . - I tC�1 _ �' - - j�O -,+.� '-• y� `i d- to t F F U .Cit.. LE. ►J CA-L., To 1 r -____.. _.—_--__-__� . E-► •�� P T ��=T -*Ov i 1 Hr-> 01 -- `A.A,`.k..., w.,tA-C.,f.. , K*7-:'. '.-C14 ici.t_ ....\\ _.. . A _. , j y �_—________-._.__- ` _._..—_.____. _/ ~.� I4 "`ttt,` �. - 'k> ( T`(&. - .) ``,N., . t:"--:.) (4<.-- i \ �•u ...ft-LW' +t .iN�� 144 • ,.J. - ,�1 \ / ( ) SA '/ ..-.-.„ • . ,a-61.ovtt la /4111.'061.t `',. t . .\ V \ R , --.-C-''¢ VT!Z . F C) "e... t TC P� .AA,. I �> r.f<_� � 0.-.1.--,-,„\0.-.1.--,-,„0.-.1.--,-,„\ t,:P !j; --::7:21 ,, • 4. v Q., --,...„. -)---- ,f • r 11 \ 1 1 _ • - \ • .• ERAL NOTES : u ► T .� r� LE. \ All cutting, patching, painting i runners by others <- /G/Z/tf /.2``,,'.),e'� )I-* __. i- ,P._dr+�'i,/ u_i� /� /../ /c-/2.0,1�/LU/"I ' t ( "2- het.)�1�. gym.• /4'-Ora'� G \ l / �Mvl:. .,.:.', tee_, •.%� G!.'.//T 46 rr4l� D0 7 ji A11 pJ.alabing and drain lines by otht>rer All electrical by others except lirvoltage volage oontr«1 G,4,•-� / •'... ,'a'':' i-`- /#V/ •,./; ,6.4ic> .:.. t..iiRo I ` � `, 7 ", M & �4-e Tv, /v7!wiring by this contractor 1:1 Remptyor verification of structural requirement , T 4MP /9. 5 0n ',//' vT, 640rcreated by HVAC equipment rest with ohers. yo -1y ) 7`11 Or Insulation: 1" thickness with win. density of 1'10 per Gr(J Vd��c:_k_i .e ; Z UCS to/_' ��,+•.- .: T/�'4, .�('"�.Icubic feat / ✓[� t, ,��1_ v� .. c_:./.."(:)(:-//,(4. viii T 4t°1 4_ O Z 4 • - 'l0 9ntire HVAC installation, material and equipment. shall -. fully comply with 1963 state tAtC, NM 90 A and Chapter ¢C� /-! .IG A-, /IV a T ,ca../'.J c..-.(..)6 ',;r.,;,,;2 , J E (i T 1 Ca �.N 1 .)1- L. 53 of INC I I/4 tL mak = Thermostat to ba auto-change over with sub-base on-auto- / 7, 4 ��' Z.C.l3v/ / ✓4 T SZ 6.6$ = 14 '- �' N-�%/ off fan switch i;d heat-auto-cooling selector (thermostat i 1 '.• I to be set at 65' for heating and W for cx ling. tan , ' /' switch xa be in cm positicm during 000upied hauz'd), r , •/;; � 4.,4,\/.' , 74.,4,\/,ti/ !' C.- c c ,A '- i. ',, I e : .,.t..,.t. • t.µl' ABI Heating & Air conditioning warrants all porta. �)-I E ,,r�, •G+:, 1..1;cuurp. .•., and labor to be free frac'defects in 'materials and " / L ` , r t 0-16+A.4411► dinstallation workmanship for a period of one yea:: from iallation 4 il The above we1xranty covers pa rt:s only after a period Ziii ' .%tar.: ' t10> . ..r A«�. _ , '" l' 7 r. ' C- /O. of 90 days from date of start unless promotive startup proper Pr f-fiE. 77A/oe �..4 f�' r /� • maintenance has been perfo��oed eveary 90 day, by a • 1 qualified service technician. /Z D s/ /Fe ✓Y 7", / Z L_E,.:-•, ,1 a i Ll '.....rte. NN O X • 1:,4-s ,-dry i T /•r 7'2 • 4.P.34.-//0 1 f2 /ie./-6 /N(, !;_#4+r-- /10 /--,111G/4 /J(,(PUT 1 1 J /2 )V/ / 4t W T. /(:; CI Z-6S, 1 ' II // `' \` I e • L i-.._/ ',_.E.- (3p F... err IAC I LL:.. ..:.. . I 0E2)6 • — '.,.....,.1s..` *r• P ',....141 ..1tt1 r ��A � - -- ,.�, BY A Q•�MIT Hcstinig&Air i filioni T1C A P: c T . .,. F1 ( T - -- C7RAWIMG No 1161330 9.W. 90th ( pi _t c7 �, Q LAKE OSWEQO, OREQaN 97054 LI 7 l� \til, E.�._. :--• �-t'IZ,: 1Dre_, c� (lso3) 884-86135 OF-Z , f . . ..tett .. h �_ _- .. 4 -, r A ,,t,l►I'i'I', I , I11h-Ii ) IIi ( , II { I tlI I { r 1 { ` I { { ( ( j I ( I I :� - t _ - tl � a1•., .1i1r1tltltllllirrrrr � IIIIIIIirrirlilllltlt � Irrllrtlrllltilliltll111tit111III111111111111III111111e1► � 1ttl �¢ `. 111 111 11 I I I t ( l t l t I I I �.. ' NOTE: IF THIS MICROFILMED -•-_ I 2 3 4 5 6 7 8_- 9 10 I I 12 � " DRAWING IS LESS CLEAR THAN ��— THIS NOTICE, IT IS DUE TO - THE QUALITY OF THE ORIGINAL . • DRAWING. OE 62 92 12 92 S2 P1 E2 22 12 02 6t 91 tI 91 SI VI El 21 II 01 6 9 t 9 1 E 2 ►"".>M • -- I- dIIIIIIIIIIIIIIItt111111t1111'111111111111►It111111111111111111I1111111NI1U11111111111I111114111111111110JIIIIlUI101111llul111111I1 1'�t111111111t1111-UIIINtr 16111ur1111{IutLlutlllullnu1111111114111111 ►111111 1111111111I1111111111111111riu111ilb 6101111111111101 111 - . i 214 )1(11'• . , 4.w.,„,„....,..u.a",..,._ ... ,. . ........... JUNE 29 1990 _ - ,„ _. .. , r - ACAwI� I. ,„Iv_' g ,,t.r4. \ , +' stc.e. 101 ;_i�4.., E.. 4� eAko:.4-- \ -o' t- . 'j • ,I LEAsd SP� c..� -4 I LIN .404.e/c.,, i/G.0,�i , II / ;706 /t. ISL /4-U'4 M II / . 6 PiODI� t--JOUn.'7LL yr(,r,/pgpg.! 6 oe.A . (-'4 r 0, _ / / ,1 w7, are-Et) I ! /,. Z 0% -3 /o -v"t \ ..-- . i .suil:esi.c.. 4$1.I 6 .C.e• /••1 IL), , s I I ` pt U,4 6.-ii 'Stl „ 430I�.�. 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Z�NG 1 AFF i_�.. ►sr' - /$ �__ Mme. . \ . . - D► ZA. /� •r , 11C(--o 0 R �--•L A/L./ , ,.moo..-r , _._ yr \A/*.7646 oS SGs;C.E,: '/ ' / -o„ • • rG_>se4:--///‘;'/ -1-6A - C., ..... i-I ,C 4,,,J !� L.... er 4-4.^//4 d X . G.rS 11/,/r T ,414.4+T��At G f.3 ,t.- //6 Z. is A /i o ,,-/-i . ,Amb /Zo'//�0' w T, //c.c.., G.CD:a., 7 q 5. 0 V 1 I APPROVED FOR CONSTRU / n c,1 Ic- - 1 , C1 n' OF TIGARD tpERm1 o SITE ADDRESS; 700 r '•es! TITLE_ 4/5 /. 1,- Lf. ��. �...� ItE,wT I�l� a r11,1 v . �. ��+ems`"'� � •�� 1GKAPJ by i1 �" �� {�, F Tenting&AIr Conditlonlnp - n. i I A%\L. T�`,,.4-t VL. - I -1 .C.�1w� NCa NI0L 17888 S.W.$W88th _ 7 - LAKE OSWEGO, OREGON 97034 (C� '14 6 caw TSG 64 c_1 Vit.. .. 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I"•"• 0nIh111111n1uiiimillltlhlllhnlhll11n111111111111111111111111111h611111n111111811N111h111h10.11111111111y1111111WI1111111x11»11111111►nll111111 011111duuhu1111uI1111hul1l111111 Iwlllu11udwl1wl111/11111 uu111011114111lul!I1111IIIIIIIIIIIIWI1111 JUNE29 1990 - . • �._ .+ r , .. • • • r/ ae#7a //-/ �4i.y c 6 CITY OF TIGARD MECHANICAL PLANS CORRECTION LIST Ti 64R v 7c-v / - ce-,y l'Art. _rr•, s JOB ADDRESS: 'rf l jc25' 5 Lc)• Til/ c6tfie 2 SIZE OF BUILDING: 0202.5-C/ 7i. vo,ti / ,6/342 t9 � tooe c-U, 7, CON`TAC'T PER , SC1 OCCUPANCY CLASS I FICA`1 ION: 8- o? #45 /* ADDRESS : TYPE OF CONSTRUCTION.j:-it/ / 75 S 5-'44..i 6S , ko f e OS44..ce6-0/ TELEPHONE : REVIEWED BY: LSI X L DATE:8i1V/8J BUILDING PERMIT # : _ PERMIT # : MECHANICAL EQUIPMENT __Are any proposed locations of mechanical r ipment adding any additional loads on existing building structure? OW NO I s/ i0,, yes , has engineer or architect of jo. submitted stamped plans showing location "" of equipment , so inspector can verify all locations . NOTE: drawings must show written dimensions . FIRE RATED COMPONENTS we) Does building contain any of the following fire rated components? Fire rated roof r ceiling, floor ceiling assemblies , occupancy separation , area separation, fire rated corridor construction or any fire resistive construction due to size, location , e of use, or fire flow requirements of building? YES NO . If yes , provide details of all proposed dapper locations to be reviewed by the building department and fire marshal to verify code compliance( submit 3 sets of plans ) . VEN ,J TION 1,/' much air is being moved per occupant per minute/per area per hour? How much fresh(outside air) is being replaced by unit into return air? NC7TE: Plans examiner to verify compliance per type of occupancy, 1986 UBC. DUC`�' ��JORK ' K 5 If- non-listed ducts are being used , verify type of supports , spacing and type of materials being used . kIf listed ductwork being used , submit manufacturer' s specifications on proper install - ation procedures . Flame spread/classof ductwork being used . - NOTE: If material used has label attached to product--showing type of material, support location, class of ducts , then no spec . sheets need to be submitted. CAMERCIAL HOODS Where required , hoods shall be installed at or above all commercial type deep fat fryers , boilers , fry grills , hot top ranges , ovens , barbeques , dishwashing machines , .'� and any similar equipment which produces comparable amounts of steam, smoke , grease , N or heat . /� a Is _ Type I hood required for the type of equipment being used? YES NO . Standard requirements for Type I hoods : ;, A. Must be constructed of galvanized steel, stainless steel or other material approved by Building Official. B. Every hood shall be fastened with non-combustible supports . C . very joint and seam shall be substantially tight . D . Joints and seams shall be made with a continuous liquid tight. weld or brazes + . made on external surface of the duct system. F. Ducts serving a Type I hood shall be enclosed in 1 hour fire resistive construct ion and 2 hour fire resistive construction in types .I & 11 fire resistve buildi_ngs . Enclosure separation is 3" minimum and 12" maximum from duct . F. Minimum clearances from combustible construction 18" or 3" if combustible material is protected by 1 hour fire resistive construction . C. Make up air required to rocxn provided with exhaust. system f:oi Type I ho( xi . Provide specifications to be reviewed by building department . �h. JJ 'v .......... ., -: 11 i' - g," .•�r..�:+k+fi.+ri�^.. ..� , w►� .. ��`^'fit_._` _ : tll ►II 1 � 1 Ilt I ' I III �� I I I i � l III t � l ! 1 I ' I III 1�1 1 , III l l III I I lI $ 1111 1 1 III I I l 1 I I III I I 1 � 1 1 1 1 1 1 1 I l l t t Ill t 1 1 1 1 1 I I I I l I t t Itl t l III '"` ` I I { I I I I I ' 1 I I III i I rlf 1II I � I I � I I � 1 I � I 1II I � I I � I � I � I � I I � � I � I I � I � I � I I ' I1j • NOTE : I F THIS M ICROF I LME D iiimomilmemia., I 2 3 4 5 6 7 8 9 10 1 I 12 1- iti DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO i THE QUALITY OF THE ORIGINAL DRAWING. -- . _ - - 0e 6Z BZ lZ G2 SZ VZ C2"--- -42 - 1Z 0 61 RNEI LI 91 SI VI EI ZI II 0$ 6 9 L 9 S E Z I ��a� 1►il IIII1IIIII1111l1IIIEtlttl►Iillltlti1111�1111�1111l111iII111I1111l11Nl111�1i1111tl111V111�lU�JJll�lllllllglll11�.11i� 1i�11t1111lf1 I�IIIIi1Wiillilllllllll�llll�jlj(huij ,, �� i 11I11111! 1Iill 11111 a X ,• i - 29T,• li. , 1 9 9 0 , . . . . -..- ........ ...... . ....,„„,,,,.,.,...... „, ,..._ _ - ......„... It: Aimmiima.. ----...FIW___ mow. yy WYi.^'' .�• �,�- ...r..wrn.•_—.-...,a_.+«..s. - .�Yr�LL��.. .... �- . r''' _AT IdlOnl4W"- .M1' . r.i... yi. ""' chanical plans correction lis _ ,age 2 'XI!-ERCIAL HOODS(CONT. ) H• Approved fire extinguishing equipment shall be systems or hoods , provided for the protection of duct Type II hoods to be reviewed for compliance under Chapter 20 , 1986 UMC ir GAS PIPING --GENERAL REQUIREMENTS . a_If medium or high pressure lines used, approved pressure re latoL: required .�A. Verify type and location i• Minimum 60# test required on all medium or high pressure systems . ' e ify all gas piping sizing required fors stem. _ �'erif all shutoff v y Y valves and electrical disconnect switch lcoations . IMPORTANT INSTRUCTIONS READ CAREFULLY 1. Has fire department checked plans to verify all applicable codes? h Effective November 13, 1986 Administrative Rule 806-10-120 states that non-ex IIIP 11...ildings , 4000 or more square feet or more than 20 feet he highest finish ceiling are re t in height from lowest floor to ' g required to be prepared ani, stamped p p aged by an architect or engineer registered in the state of Oregon . 3. All mechanical equipment installed in interior of building tot requirements of Chapter 6, 1986 Uniform Mechanical Code • meet combustion ,.za.i: 4 . All mechanical equipment (heating and cooling ) shall meet all applicable requirements qu,-i 'nts of Chapters 1-20, 1986 UMC, Any listed applicances installed on job site must have manufacturers installation requirements submitted erre /14 to our office in triplicate before of permit . eo KEY TO NOTATIONS INDICATES ITEM CONFORMS WITH CODE REQJIRDIENTS WIDINDICATES CORRECTIONS REQUI RED TO CONFORM WITH CODE REQU i • D I NTS s INDICATES ITEM IS NOT REQUIRED BY CODE Ni A INDICATES ITEM IS NOT APPLICABLE 'IO THIS PROJECT tf S INDICATES ITDI NOT SHOWN 1 :. ..,:, �::. :,.'. ,, ::".'... ..,i .- :. ... •a 7'iitiv».u:*'1.Y .'.t;:!. .,f t'.` ,.!,i,.v..:x...,F .. : ,, ., a. r, t } dilger ... • .. - . - rs.� "�`+ ,ww::., ....a..+..,H -xw+!'o«•....fi•*MMMT - ..�F �F:'' ,,,,u. .. . -,._. , . .. ,. ._.:. ,,q,_+,... •:c:.a .. • . ,. � .,,L"�:3'T ^MM"'i gam„ �wA � It � elFlrlt Int rlt t� t � t 11 ► Iii 1 � 1 � 1 � 1 Iii I ! 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III III 111 111 111 III 111 III 111 Ilt 111 III III tlt III 111 • IIIIIIIIIIIIIIIIII ► fIllIIII � II1IIIIIIII ,IlIIIIII _ . • NOTE: I F THIS N ICROF I LMEDI 2 3 6 7 8 9 t; I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF TI-IE ORIG INAL i DRAWING. �.. ._ -- ! OE 6? 92 L2 9Z SZ IdZ tZ ZZ is 07 .1 - 91 LI 91 SI b1 Cl ZI II 01 6 9_ L 9 S b C ? I"r"l 01111111un IUIIunlnnllnllMPIIII IMINInnI1nIIIulIMIIIS MISIIfff1 AIIIIN11III*111I1I111191n11111U10/1144“ "11,1/110l1"4"1611lu""filllUlullll111111llllullllllllllWlllll !F ,, 24 .. JU_ _- 29 ) i 1990 r• wrw.►z ` A . judedictOn 01 7 "e4Awv-it* GENERAL PLAN CORRECTION UST Wised on '1106 Edltlon of to Unllorls Building cod. Job/Iddress slYPe of •r I f . Total Allowable Floor Area,. • ____._._Sq. Ft. Stories / Basis for kocrease Floor Area: Floor (Max.) Sq. Ft, Floor (Total) ,av I 7/ a Sq. Ft. Occupant Load �' f COMMENTS OR ASSUMPTIONS: eloaotsd otolr+►�clions chided below'moi ors doeto ba aidss nat � isMtielorepennit o el tog section of the Building code or clew dty ordinance.tMee law • • • - • • • • • • • • • • 94. .4 .. ....... -- rwiwommiumatemot,f:. 6'�0.iA�4eiaYflT. � �.r, F-�.. _ !.. .+.._. ..4rh �� 4414.11111114W •,.�"'l�yt�y�11....,,._'•. 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GENERAL PLAN CORRECTION LIST 74. 4 3 Bawd on 1965 Edition of the Uniform building Code /14 . f .._ Plan Check No. " C Valuation', 8 0 i� t ,bb Address —14"6'5 9 'S° 7e A Cir Dr . - Use_ . i t ,e'. . !✓_.. .2,27.3Asp tir° t 4 . ii City--7-21.— Type of Occupancy h Stets ' Z ; ��/ il- _ I Total Allowable Floor Area Ste;. Ft. Stories_____________________________ Basis for increase Floor Area: • Floor (Max.) E'-xS' , /lk _28/0 Sq. Ft. • I _ -- Floor (Total) -yLtee) _Sq. Ft. • Occupant Load -- COMMENTS OR ASSUMPTIONS: ... . • a -.4g2r4,t77deL.g._12,211 . 2,C/LiP_ea__________±._/61!) 1,4. / • 33 --L--eiddiee&steg&---____ALel_ita_9470,61 . _..elodigests..9"-- ,,,, % , .A •44viselleatIft- ir 0 7,01.01- 41 Corrections checked below to be made on plans belone permit is issued. The approval of plans and specifications does not permit the violation of any section of the Sciklin2 Code or other city ordinance or state law. • GENERAL. NA 10. A fire-resistive occupancy separation in conformance with Table No. 5-8 and Section 503 is required between 1. Valuation should be $ 7 the (.7. -hour) ( -hour) 8/ 2. Show job,address on plans. 1 -hour) / 3. Give name of person responsible for pians. 11. Horizontal akxupancyep+arations should be supported with a structural systo havino !►quho fire-resistive b/ 4. Submit hilly Plot plan. protection.. Section 503(b) 5. Give all dimensions on plot plan. _ 12. The building is limited to_________. stones ( feet in height) as a i ype- - AREA LIMITATIONS AND GENERAL structure. Section 507 and Table No. 5-D. OCCUPANCY REQUiREMENTS - _____ -- • 6. Ground elevations should be shown at comers of the changes ---- _ . buficling and at The • should be taken at to Point betiwss 13. A room In filch a water closet `casted should be the exterior well and a point 5 feet out or at the property ailed from fob preparation or storage roon N by a fine, If closer. Where the exterior well is paralfe! to and fitting door. Section 510(a). within 5 feet of a public sidewalk, alley nr other public - -------•--- way, the ground elevations should be the elevati.,n of TYPE OF CONST'RUC'TION the public way. The number of stories in this building• cannot be determined until these data are furnished. , 14. Roof coverengt should be fire retardant. Sections 1704 . : I --4.- _ 4/' c o lingand 3202 (b) Details or specifications with 7. The total floor area is limited to --- Section 3203 (a) are required. square feet. Sections 5C5 and 506. "-"` 15 Exterior (court) walls within ____. bet of $. Unobstructed yards ot_�_ _�_____ lest should lines should be of ._. ___..-hour oonstru�ction I • be maintained on___ sus S _____03 (a). of the building for area purposes. Section 506. _ T ______...__,_ ____"_ _� ---- 16. Openings in exterior (ocurt) welts within_._____.. 1---- 9. Provide details to.show that -her area:opera- 'feet of property liners should be protectedwith three tion walls will comply with Section 50F,. se). fourttis-hour fire assemblies Section____________03 lh\ (a) Extend vertically from the foundation to a point 30 es bove the t (b) Totinchal waidth of all openhoof. limited b 25 percent of iT. Usable under the first floor except ire Gros R. the wan length in the story under consideration. Division and MOccupancies should be e"rk's as (c) All openings protected with fire assemblies having a required in Section t 703. fire-resistive rating of one and one-half (three) hours. i18. Fire-resistive co struuction for structural frame eterne►rttti . 0 (d) Ducts through area separation walls should be in the tticMrior walls should comply with Footnote No , avoided. h allowed,duct penetrations should be pro- of Table No. 17-A and Section _..__. .. _ Sit+tl __sT tested as required in Section 4306 0). riection 1702 for definition ofstnKturat name Sheol No. 1 of a Sheet* 183 .i► �. i ....+ - ; - .�...,, _ .. • .. q ,! 7��,.. w.. r. n^'.l�ae:pnw # .s;-.a.... a..,..... .... _ 1 1 I ►II Ill ill til IIl nil 1 I Ill Ill Ill I ! IIIIIII rlr i i Ill lI ! tit tri iii lli ill 1 I Ill I I Ill I I Ill I tit I I ill 1 I Ill I 1 lllll I ..III I Ill 1 1 Ill I I Ill 1 1 lirll '�" °+ _.,w+ ilii I I I I I I � ! III i 1 ' i I � ` ! 1 � � � ISI til � � � � � � I � l I I � I I I , I I I 1 � 1 ,I i NOTE : T F THIS M ICROF I LME.0 I 2 3 4 7 10 H )Z 0,, • DRAWING IS LESS CLEAR THAN ' THIS NOTICE . 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A ore-hour Iles►-resistive occupancy separation Is 67. A one-hour fhe-resistive occupancy separa;lon Is 1 requited between She bone" or ventral heating plant Ala rile �I between the following rooms and the nest of the ,i whore the largest pieced fuel equipment exceeds `V fou 400,000 Btu per hour input and the:est of the building- (a) Storage or laundryroomsthat am within a Group R, Section 1008. Divisixn 1 Occupncy that are used in aornmon by f --- •• - ---- • - a tenants. Section 1 b). 52• Exterior openings for rooms containing a Moiler or con- (b) Roones containing a holler or central heating plant in trill heating plant should be protected with three- a Group L DeAsion I Occupsr . except where fourths-hour Me-resistive aIsoC►)Iies that am fixed, such goners contain~ equipment serving only one automatic or if locatst below openings in d p unit. Section 121 another story or M less than 10 geee from other doors or •-- windows in the carne builefing. Secaw 1008. 88. Every dwi Alexi unit and guest room should have oxxn- --- fort heating faculties as specified in Section 1211. • Group ® --- 69. Every dwelling unit and every west room in a hotel or 53- Motor vehicle service stations si".ouid be of nonaxnbus- lodging house used lex sleeping purposes shalt tie Nt treated wood or one-hour fire-nests• cited with smoke detector's conforming with U.8-C eve construction'. Section 702(b) Standard No. 43.6. A smoke detector should be installed in the basement of dwelling units having a 54. Storage areas in excess of 1000 square feet in corhnec- stairway which opens from the basement into the dwetc- tion with wfwlecwte or retail sales should be separated device detector s.auld be connected to a soundg m from the public areae by a w-hour fire-resistive oocxta other ds'ac�trx to provide an alarm which win u T:,, pancy separation unless the b•riii:ing is equipped be audible in the sts+spir,q area. Section 1210(a) 7ghoul with an automatic sprinkler system. Section • (6� . _ Group M 55. Light and ventitatkxn should comply with Section705. - - -- ---_ -_ 4/A1 70. Group IA Division 1 Occupancies are bmile0 to 100e ! __ ___ _________ /A 30Uctio00) square leer in floor area and oris qty in heightivht r 56. Exhaust ventilation at or near floor level is required by Seln 1102. f Section 705. ► _ - -• "- -'" 71. Garages should not open directly into a room used for • 57. A ore-hoot fire-resistive occupancy separation is sleeping purposes. Section 1104. 4i/ required between a boiler room or central heating plant 400,000134u the largest piece of fuel equipment exceeds• 72. M approved nani ombustible material or ppm�vv-- 4tion 708.1 hour input and the rest of the building. ing material is required for garage floor s�upi Sec- , tion 1105. 1 56. A R.Division 1 Ocxxpa �r un more than two Modes _ 0 , ;-- In height or having more than 3000 square feet above EXIT REQUIREMEPiITS the first story should be of one-her ffv-resistive con- - Ortexceptas provided in Section 1705 (b)2. acgon (b). ::t. An occupant load sign is required in classrooms, 41- usembly_areas, etc., having ar occupant load of more than 50. Se., on 3302 (c). See________ 59. The blowing rooms should have exterior glazed open- .- exterior ' for 1 atural ventilation for natural light �len Section 1205(a _ '- 74. Conforming exits are required from the areas below as '"-"'" """' - specified in Section 3303 (a). - .41 80. Mechanical ventilating system in bathrooms should ..� =eve air(a changes per hour directly to the outside. • Exits should have a tr mins tom separation a!th of are-Ase 1205 I maximum overall diagonal of the building or tees • not be 61. Exterior from-- _ shook''. served. Becton 3303 (c1 - considered as required light or ventilation 76. No point in the b since they do not open to a yard, court or street in should be mom than 1 (200) �xx�ordanc�s with Ssctk�xh 1205th feet from an exterior exit, horizontal exit. enclosed stair- , way or exit , measured in e direction+ of travel. Section (di,__-___._._____________.______ 62. Courts bounded on lour sides with walls should be at _ - least 10 feet in length. For courts more than two stories 77. Exit door should awing in the direction • Soc- . height. Oho required be increased by 1 Von (b). See doors fleas trot and the req d length by 2 fret for each additional • - 14-4-011-"' story. Section 12(16(c) _ - - ir•�'.:s '..-1." --"r-r11,125 - ! Every room below the fourth floor should have 78. u Q donors shall not be used ae ekes in the at least one*#I&' r or exterior door approved lex emer- gency- , 64.f exit or rescue. Section 1204 room should have the minimum neiiting 75'. Exit door's should be from ttre inside h,t height required in�,eet3on 1207 (a), the use of a key. special knowiecol of ow Sector, 3304 (c). Nola also that flush bolts or surface bolts ars i .. . 65- room should have a minimum floor areal _ prohibited. of-_ square feet. Section 1207 (b) X'' --01 �y>�,le -----------_ ---- 90. Exit doors should be a minimum she of 3 feet .6 feet 8 lidti a- • le. Efficiency dwelling units aneroid comply with Section Inches with a door capable of opening 90 degrees 1208, Section 3304 Ole _ __-- _ --__-___-__._____.. ___ Al • , Shoot Mo. 3 of e Shoots • 185 -J ,..-- i. .�t .li•nAt. ,..;e-4":U' %4XPrx'94',11=flMNi MR1r`. ..ruw.+l�►r.. ^1 1 1 1 i ) I I I1aI f) I 11 1II I I I1 I 11 ! I 1 ) lfIII1lIIIIII , til ) lllll1JlI1 lIIII)1IIIIIIIIrIIIIIIIIIIIIIIIIIIII11h , I11Ifll ! IIIIIIIIIIIIIIIJI1111111111I111 IIIIIIhIhII Ill 011111111111111 1111IIl 1111111 NOTE . I F THIS MICROFILMED hatiii.•..:. ••..... 4 5 6 7 8 9 1 11 a;. DRAWING IS LESS CLEAR THAN -- --....�-. i THIS NOTICE . jr IS DUE TO ! j J THE QUALITY OF THE ORIGINAL 1 DRAWING. OE 6Z 82 12 92 SZ bZ CZ ZZ 12 OZ 61 9I LI 91 SI VI CI 21 I I 01 6 9 1 9 S b E Z 131M/�» h.),,. er11 111111111 1111111111111II1111111111111111111111111111111IIIIIIIIIIIIIIM111111��I 41111111111111111111,IJIII111111I11111I0/41; /11114 )Mbillll i)1u,1�ti1111li111111111111/111It�IIII1111111111111(1j�1l1 +11111 r 1 11111 11fl��WII11�111111. -�--__q_ ! I ' )lUtllDltllllulIllll�l1111111111UI�W111111 �' • 0. I JUNE 29 At w. .',',: . ) i 1990 . .. , :,. . . , +err 1 _ ... ..�.'"'r.+YYatliec.a-� ......rx-. �F... .-. � _. ►.,. .., . iF.. ....... S. • • • 81. The net dimension (clear width) �� should be used in dot exit widths r bySection 100. Op*nknps Mn aocterior walla bebw or with 1 a josingt+ref cl 3303 (lel- �� (e). In d door a, �erbr staMwwys ahouk! be txotetde0 wkh sett. Section thicknesses, panic hardware, door s gi�pp, etc., the 1306 (ourths•haur flus resistive assemblies. acquired exit widths have not been��nitned. See door 330a (l) - - - 101. ---_ • 82. --r----.�.__._____.__ Enclosed usable apace urwier interior stakwe s should thrfeloigzslandingerorte than 1n (1) Ind bebw tho be r s protected on the ed side a0 tor side o0 an exit door Sectkxn Section 3.306 one ; 3304 ( • 102. Nonoormbusrdb�le exterior stairs are ~�`�---- Sa Doors should not project more than 7 inches into the 3306(ii). requlr�d. Section required• corridor width when fug/opened or more than one hall Into the required corrloor width when !n any 11103 . Exteri=== =cJ positioSectin 33015 (d courts- 33PU6( ) or� 84. R (� 'heed) doors are red permitted 104. (tomh stairway should extend to the rod. Section 3306 �exit doors. 3304 (g). Mill Exiting through another room does not comply, except as provided for in Section 3303(e). '!'` 105. Slx-foot t3-inch minimum headroom clears�w br stair. . weys should be indicated on Plans. Section 3306 a plane tance (p)- Corridors should have a minimum width of 44 (36) Note that this is fromr;r 'o the stairway inches. Section 3305(b). Insert nosing*. - �106. Id not exceed one in -.__.__.-- -Qs7. norm s shQuki have Section 3307 (c)• an 8-toot minimum width. Section332 (c). Deed ends o0 corridors and exit balconies' Willed to 107. Surface o1 ramps should be II 20 feet. Section 3305(e}. materials. Section 3307 �°r of op-resistant /�/. f' 89. hie-resistive and ceilings of corridors should be of one-hour 108. Stairways should be enclosed as $pscs�►ed , �^ws+strvet 330Q. Section . Section 3305 (0). An archi- 3 through the oorridor is neoussary todetermine how this Is aocomplished. • a ( }-hots iter- wisps are • (b�On exit doors an* allured to open into exit ..__,-_ snip 90. Exterior exit ba (c) Doors should be labeled one (one and one-ICK). i ivories cannot Pmtsct into an area hour*iii assemblies. whereon property. Section 3305(Q. ground Ow extending b the 4111011110f. Fire-resistive Protected openings are required dire to location (d) Exit enclosures should Include a corridor on the 91. construction should be as required let the exit tondo- ngs info specified In Secdon 3305(h). s should be protected as are `rep protected penings. Only t doors (e) � b open �he�oorndor. so �_ app bsnier is required at the ground II 92. Stairway thaw a minimum slit:, from aociden�y continuing botho r than 3'h inchesalts should not Pet eacjeclh (f7 Uiable specs is not allowed under the stacks. side. Trim into the rewired width on each should not projecs more than 111 inches into required width on eat side. Section 3306(b). 109. I • Al required exits from the building should be srnoke- pro93- d.11s. e ostxes . ,aptying with Sectio, 3310. eater than 7 a runs should nor be less than 11inches. 3306 (c). 110. Qp�•; rola exit courts lass than 10 feet wide stxx,kl Sectionbe Protected with labeled 4 .v ke assemblies II 94. Landings stairways should have a �n n the � Section 3311 cd)` Also seer 'exit crow" definie�on xi direr of travel *qua! to tho width d the stairway but Section3301 roF mono than 10 1eN above the need not exceed 44 inches ler stairs a straight court boor see exempt. Section 3306 (g). having sigh run. • _ 111. No oponingp oder than required eedts are _ 95 bon shall over sand in the 'ully open ppSi. exit geway& The passageways should of 7 inches When reduce the required dimension by more than (a' " ti'''t' Section 1312 orchesre, doors a landinganserves an occooant load I of 50 quped dimension ep y position shalt not reedu�ce the re- At. +¢'+� 112. Exit 9lkxnNtatiorn and ___ -- less than one half of its required signs should be width. Section 3304 h)• 11 brtmance with Sections 3313 and 3314.provided in min I96. Basement Portion of stairways should have an 4f 113• Aisle(crass aisle)in auditonum aho�,,,ed have a senor,, approved barrier where rxintinuous to upper floors In an d Sactior' 33 S (D} Sec�cxi 3`1 5 1e sort enclosure. Section 330(, (h), _ ----- 111. Panic y - - _ 97. Vertical distances between stair y landings are lim- ited - A C Dancl*s. S 33r a sdo�r�, Glow, 12 feet. St�ctior1 3306 (i) d tows, dbcxs shall (a) and 3318 (w M Nei _� have no locks or taht'*es fe@ Handrails should be placed not less than 30 inches rxx 115 Main and ids coats n ae+nkr► u,,s w more than 34 nines above tie tread. Section 3306 nes ntgtrlred for �e� ►.�+, . + ` Two tnarxfraib w: required who* alai ) A, Division 2 (2 1) (3) c a . Irnches h width_ Ys exceed fit. Section 3319 (a _ 11 99 Guardrails tp stalls, balconies ants-lar -_.---- _ding�._._..___._ 11 d• d Group E ..-_.._._ arra haves a�w�, caonbmn with Section 1711. Note thatmaximume houid ctiel. .�ctwn required by Section 3: ?�1.but not►lees freer b minae between intermediate rah Is 6 inches. clear 3:110(e) shim rb. 4 Ole Shorty 18 1 1 I I ! I I ! i I I I i I I i I I I Y I I I I I i ! L .. . ,�,..,...,.�... ..a.... ....- , . . ..,,-4. 4 - !� I I ill ill til Rel iii 'Ill i i I � 1 l � t iiI I I III I 1 1M1 I P III 1 1111 l I III lel 1 I l i I III 111 1� I 1 ! I III 1 ! P iII Ill tli lli III Ili IIl t ! i lli TII iii 111 IPt I ) i ell Iii til . . to, ' NOTE : IF THIS M ICRUF I L.Mf_D I '� a 4 J 7 I (� I I l 2 t DRAWING IS LESS CLEAR THAN --------- , THIS NQTICE , 1T IS DUE TO i •• ' . THE QUALITY OF THE ORIGINAL : 1111 . , ' ` DRAWING. - ----__.` ., • , li OE 62 8Z 1Z 9i SZ tiZ �:Z ZZ 1Z OZ 61 BI LI 91 SI lel Cl ZI I I 01 6 8 t 9 S b C Z I ��' • El „. ii I I �" JUNE s►II illllllil litlllillltillllttilitllllll�llllllllilillliil111111111i1�11 11�1U�}IIt JI{ti�1111111iIIlI�IIiIPlilll!MilillP �}1 1�;�1 )Illi,ll�lllelll.,) tt�lfTlntiIlltllluiIIL�IIIIiIILIIIelIi11jdPJ11 . . t mi�tathH4lillilillh Mood iainth � li ubil2 9 1. ,, .illinhaim y ,. .,, a .....,104 . �. ,.. ,__._... tette .,�...__ ._. ...-_'�.a. .,..,.........a.9i;... r Sf 4ig.h•*«� ,dwz.r...r»•* +r..._.,..,r ! • • if 4, 1 1 ) 1 9 9 0 . „ , J •+ rite--rs..� ow it I iF x. z.. � 9 11.111111 - 1 rid,. '. ,., ,,i,,,,. .0..„,: t sr�urs. tot .9a l y 191 ._ .______i, _. ------__.--- 136. Buildings I soon," or more in height should be vo- ile. Exit stairs serving an occupant bad d morn than 100 in vided with not Nes Ihan one standpipe during con- .;''' • a Group E Occupancy should have a mknkrxum clear str uction. Section 3806(b). width of 5 last. Section 3319(g). -------- ----- ____ _ 119. Every room with an occupant load exceeding 300 i137. Automatic sprinkler aystwr plans should be submitted n a to determine compliance with applicable building. Group E Occupancy should have one of its exits into a plumbing and Ore codes. • separate exit system, Section 3319(b). - - - 120. When three or more exits sued in a Group E FIREPLACE*AND CHIMNEYS Occupancy.no more than two required exits should exit • keo the earns exit system. Section 3319(b). Alh 138. Chimneys should comply with Secttions 3703. 3704. 3705 and 3706. 121. in a Group E Occupancy no point in a room should be1 ---- - ' more than 75 lost to an exit contort enclosed stairway 1 139. Fireplaces and barbecues should comply with Section • or exterior of the building. Sector 3319(c). 3707. i 122• Exiting throughrooms in a Group E Occupan- cy should complyadi�ec,`tion 3319(d). FINISH WORK 123. Panic hardware is required on exit doors starving rooms 140. The interior wall and ceiling finishes should be specahed • =gaining 50 or more occupants and in corridors of and comply with Table No•42-B and Section 4203. Group E . Section 3319(j)• i --- -- 141. Gypsum wallboard (interior lath and plaster) cannot be ANregcuired eoAtarbr exit doors in a 2zzn 1 installedon w Bather-exposed surfaces. Sectios 4705. 124. A : b each 3321 (a) jVi 4711. See Section 424 for definition of weather exposed surface. 125. Doors from bedrooms and wards of Group I Oacupan- des and all exit openings where nonambulatory I 142. Skylights should comply with Ch tpter 34. Plastic sky. " shouminimum housed ld have a dear width lights are allowed only under conditions soiecitied in • ol 44 inches.Section 3321 N projections in this width are allowed. 143. Glass and glazing should comply with Chapter 54.Type 126. Panic hardware ison exact doors serving more r and thickness d glass should be specified. - than 50 occupants Ih Group I Occupancies unless theme • is no latch or lock.Section 3321 (f). 144. Glass and glazing subject to human impact should comply with Section 5406. FLOOR,ROOF CONSTRUCTION,COVERING,SKYLIGHTS, - - - - - -- - ROOF STRUCTURES STRUCTURAL Am 127. ' • . . . as.sp JNed in Sectio n 2516(fp 4 A shah --�- • be ! ori hirh • Jt9fhoesiir� loon-Ceai�np arssembly 145. Special kispection in conformance with Section 306 is formed elf combustible construction. iVet ,enquired. 128. • i . ;. .. as : eclfied in Section 2516(1)4 B shah 146. Soil classification in conformance with Table No. 29-B be . * • . witha- :Act. mansards. ov rthangs and and_o__ _pounds per square toot soil bearing � laconcealed spaces formed c.4 combustible useddesign should be specified on plans. ti • -44 129. Roof drainage should be conducted under the public 147. I The foundation investigation report mentior►-.d ire plans sidewesc. Section 3207(e). was not included in data lore girded to us. It shot i be ---- submitted for review. 1 130. Overflow drains having the same size as roof drains and - • on independent drain lines we required. In lieu of this. 148. Ail masonry or concrete elements resisting seismic overflow scuppers three times the size of roof drains forces shotAd ex ekty as reinforced elements. Section should be installed in parapet walls. Overflow system 2312 U)2 B• Mould have inlets located 2 inches above the low points �-�. _________ of the roof. Section 3207(c). 149. Precast concrete well panels should be ,justified kw ' compliance with Section 2616 (c). 131. The aggregate ansa of penthouses and other roof struc- - tures cannot exceed 331 percent of the supporting root 150. Wood members may support bads from masonry a area. Section 3601(b). concrete only under the conditions ip•ratled in Section - �'-" ---- 2515(a). AUTOMATIC SPRINKLER SYSTEM l -- 151. Structural calculations should be submitted to pizttty 132. An approved automatic sprinkler system in the the adequacy of the structural system in resisting sees• .is required. Section 3902. This includes blind mic and wind loads, and supporting dead and kvf spaces enclosed wholly or partly by combustible loads. This incSudes foundations '----------wnstrucbm;41441-e%41C,16 4 (laic f 152. Justifying cahcuhaborhs end details should b. prvv,c,eo �1 ' 133. Class I or HI standpipes are required in sprinklered build for WA kir�,e four or more stories in height. Table No. 38-A __ 134. Class II standpipes are required as spedfisd in Table Tl' 53. Rook shall b• s�pned for snow loads oe. NO. 38-A. pounds per squarede bat. Section 7305 (dl 'NW Nle. s of a$t.ma 187 1111111111.11mmordionmamimminismamimmammains,,,,,,,........._.. r • n.r• '..0 a ..• .' .•...-. - n ' s ..._ _ -�-rete.. - , arra r • ..d. . .ear. f..:... .. ._ iia.-•-.-. .. - ..., ,. .,, ,., • .. . .. ...... ..y ,. o »«•rr+w.... "__.. .TT-r�e�. "1_•'.':..a.R.. ..r0.... ..4..., w ,, vow....• ,. voi 1 l 1 ` r i i l r l 1 1 I 1 t 1 I l I 1 l I l l I l I 1 T t i l 111 '1 I I I i l i I I I 1 1 I 4�'`p +T�+y 'raw 'Ill P .�. <'��:e•c''�2M..'' ♦«aver. a ' �,. r.." 11 1 1 I I I 1 1 IrI 1 I I1 ' I ( I P P I T 1 I IIIIIIIIIIIII111IIIIIIIIIIIIIIITII I11111111i11 111111111111111 011111111111111 11111111111111 ) ►' NOTE : I F THIS MICROFILMED h.....:.�...�,.. L. • 3 4 5 6 7 8 9 10 1 I 12 11 s.DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO TH � r THE QUALITY OF E ORIGINAL '' - • DRAWING. r Qtr 6Z 8Z 1.Z�-9Z - SZ` bZ . EZ -'~ZZ 18•. nZ--_ - 61 ..... BI 11 91 SI bl EI Zf II - _ __�_ _--- - -- - 01 6 9 L 9 S b E Z 131113 1111 11illlltl 11li11111 111111111111111111 1111lidllililtldIIuIIIHiI .I,itu linU !11.111111.111011111111111+111111111. ! 4. t )I1IIillitit.,(dl tttthffilillii1Iulilll.11lllilll,11111111111/1�I3J�I I I lotth l ifhn11111l/lWillp illi 1 ., -. . JUNE , 1 29 ) 1990 „ ,. . . . . , , , . P �,,_.- ..err... ...•r0. un- _� .• + Anil ^"^�M�..t.Ilawn�•tMu„w.wrrrwa.r .. `- ... -•_ .:.. ..:-. f ,,r..;; et+^r,✓;:•r r, .:•u,h, :. 7.bL;'�Y. i•,. Yr VS,•.k; ., .I'` i, ^;:k". • • .... ..........+o.,...«.., ,.. .. .., ....._....a...,..........e..,.....rw....«•...... Q • • • y. GI • li S 54. The roof should be designed for uplift wind pressures 186. Welding data or details for steel decking used as r die- ' ¢ a with due consideration for lateral support of oompree- 44 ph r grri should be Mhxrnation should comply cion Aanpes d flexural members. with a specific ICreport or test data submit- • - ter. in oornpliwice with Section 105- 155. floor bed should consider a 20-pound-per-square-bot partition load. Section 23041d)o 167. Details should be provided on rod (floor) diaphragm • --- connections that indicate how the shears are Vans- 156. filar ( balconies) should be deekned bend to vertical -resisting elerner+ts.Connections fora be load.Table Na. 23- should w h with structural calaulatlor�s lex Dorre- ll• piano, allowable values. 157. Garages for the�of pnlvale cars should 186. Nailing for gypsum board (lath. sheathing board) used fora um 20 end wheel load. structural),on shear ver Gs should be specified b com- bo i n 2304(c}. ply with Table No.47-I. 158. live load eduction should comrp?y with Section 2306. 169. Shear walls utilizing gypsum board (lath, sheathing board) cannot be used to resist loads knposed by -� masonry or concrete welts. Footnote 1,Table No. 47-I. 159. Glued-laminated lumber should be fabricated len accor- dance with Section 2511 (t). TT170. k�s sh o ld be to withstand a 20- (50-) Pau�ind-per-bot horiso� force. Table No.23-B. 160. A►lbwabiestress s in glued-tarnintiated members over 12 inches in d 1' Section 25115 consider a depth reduction foo- '171. Ceiling h should be designed for a live load dna less than 10( )pounds per square foot. Table No. 23- Ali B. 161. Bolted connections exposed to the weather are halted -- to __b 75 per eat of the allocable load under protected 172. Interior partitions should be justified structurally for conditions. Where always wet, the alloweble load shall be 67 percent of the allowable load under protected strengthand deflection criteria specified in Section conditions. U.B.C. Standard No. 25-17. Table No. 2309 (b). 25-17-S. __. 173. should comply 162. •of conceits and masonry waits should corn- with a specific ICBA evaluation report a justifying test �ctiorn 2310. /id data should be submitted in compliance with Section 105. 163. Plywood grades should conform with Table Pio.25-8. 171. Plans shoIndicate cate thatfoundations extend below tee boat Gene. 164. Justification is required that sufficient slope or camber is r_.___,__._...._._._______.. available to assure adbquats rodalter tong- 175. Provide oonnpl l sp conformance oonmance with lime deflections. In lieu of th roofs nmust be designed for for possible ponding of*M ;e on 2305(t). the design 1165. 1 Details on stressing method and hsrdwa a along with ju tidying data are reoulnid on prestressed concrete work.This data should be submitted andMapproved prig' to orderin d material. Note that all tendons should comply with Section 4303 (C) 3 for fire-resistive purposes. I Additional Corrections: . i • • 0 These sheets are a part of the plans and shah remain attached thereto. Corrections as above indicated wilt be complied with Rechecked and approved (Sign Rani j -ure a Owner o.tri tete________. _. Checked by _- _-.-- _ Il Dai e_____._-�� _ -_- _-- wsvrao IMOI • Sheet Ha a eat s ems* 188 -..'4**"'"'''' . mom" 1�. '- _ . . .�.• ;01'41111110""1"'7''-' ,.. ..�.. .�rr .,+tie«w�M",': -...L..1111:113k ." i"; ""- •;t �• ,,,,. -_ _ .. arrow _.- yr,,. 1 -w�l.....-..►rent. .... ,.......w,..w.... 11 ) tl ' ( �� ° ) ° � ° l ° I ° I ° I ' ItIl 1 ! ° 11 , 11 ° I ° IfI ° 11111 ° 1I1illj° { i )1, I1i t (III�"1 { 1 � l �I � I IItllllll � l � l � l I � IIIjI I � I ` t � l I � III � I 1 � 1 I � 1 Iii I � 1 Iii ISI Ili Ill ISI III TSI I , 1 lel 111 1 I t I I 1 111 1 r I { I I I I i { I I t � I1I1111. NOTE : I F THIS M ICROF I f_ME D I 2 3 '4 5 6 .� I 12 I t DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO i ' THE QUALITY OF THE ORIGINAL .1. 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