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10300 SW GREENBURG ROAD-19 Jurisdiction of GENERAL PIAN CORRECTION LIST ' daeed on 1 gob Edltlon of ft uniform funding Code C� `h�1 ?,/► (� I c� ti,L/ (r,` , Plan Check No. Valuation— Job Address /C �� , (,.J r-e t h �,t, r :a Use , w mayTI C7 .- Type of Occupancy : State -Me- Construction Classification�.�_ ` Total Allowable Floor Area `'�` f , . Sq. Ft. Stories - Basis for Increase Floor Area: Floor (Max.) `` - — Sq. Ft. Floor (Total) a > , f. �,�. , ;C � �� .. , 1• q. Ft. Occupant Load - COMMENTS OR ASSUMPTIONS: �; .. c�-ly�i a..,.l.�c,.�rC1i/�'-.�' CN.�-4i'',,� //C? ?' %%..S" c' 2�E„5•►-.?l — Carectiow cMdcad below as b be made on plans boW pan *is awed. The appn►AW of plans&W spadAcadem does not permit Mhe vidaadon of any section of the Bulldit Code or other dry'ordinance or stall law; 01MIRAI~ 10. A ThemafaanC 00 OMJP �l MparMio m h aonlonrhwhoa / G withltible No.6�B fwd saclion llewgalwd between J` 2. Shown jab addrus m pAm. -hour i 3. Gilles nasus of person responsible for plans. 11 wfth a structt VjV@ llN110xrppcw0 Fresellvr 4. Subrriit roily c1h ew tsioned plot plan. I proieclion. Section 503(b) 1l S. Give as*nensim s on plot plan. 12. The building is Mrnkwd to. series ( feet ht) as a _._._._..._ tsRM L,IMITAMIG AND GENERAL structure. Section 507 and Table f'rD. OCCUPANCY REl3UIREMENTS --- 6. QrolAhd ele'vedorhs shod be W%own at owws of the J r r� buMl3np and at�in= slope. The ground T13. A room in whirl a water aioW is %shed Mio�ll�t to 9164 O w ohotild ba the lowest poW bOween from food n a,silwage r+mm by a the sds t wail and a point 5 test out or at the property i 510 tai►. ka, N cloeac MMw s the a ft1w well is parallel band wlM6. 51st of a public sidawak &Noy or public lw*00 qh ��Mxuld �e9 TYPE OF CONSTRUCTION public� a �s � � Cai'wwI be delermklad undi two data are kNf* fwld. 14. Rod should be*0 lrlsl'ON - Sect wo 1704 ' and 3202 Oetsils or specllloorhs oorrhptysip wilt► 7. The iota)row area is lki 10 - f�� Section (0)are raquked. i w""leaf. Sections S06 and 505. 1 - --- 15. Exterior (court)welt —IeM of e. t I -oboil uctedof fact should � w V,,4* should be ol _4i wMatruct�or� be nIm inim MId� aides �._r�._03 tar. of the bMir g for am purposes. Sectbn 506. - 16 Opsrhinps In aicterks (oour1) wails wW vA 9. Provk:19 detalle to show tl>ad._._ flour Mea separa- feel of "" be be protecwa with W*" ban wsNs will com*wNh SecOm 606(e). IDurtte��aastalriblles. Sec*on— tt,� (a) ExMnd volt—* , y ftm Mie loutrhdstion to a point 30 - (b)10,w Mrhpr MnVNd to peroerw d ' 17. �Na11N�pao� Krait 1b4l M fckwW R. the wall infra �sftn. L1itlioirm,and slhoc+ld Ms.�lo�aed as j (c)All wAh 1 ieesr+nbNMhatrMp• In B�Mvn 1 �0f ones twld 0104 Vvas) i 1�1�d 18. Fire-tooth" n1A+sI0Mrr►for aM11a1Mal el +a i u�plr aha, Mpwr9ppn wirMNM wlld in Mrs lad do I*oft MlOtild ONION "a IIa ow" tib. h t1 "www""w$%PwwVwwwwV—w !M to at TMsIe No. 1 T•A ai►! Sec�liorh .�....�.—.___ �e Mcled M r q*W in Seclon 4306 0) Sect on 1702 for deMnilk�n d sshucwrN A Sh" No. 1 o1• ANeW a 183 - r1 I ! i• 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l1t1lJill t 1 1 1 1tti � 1 M 1 1lilt 1 1 1 11tltlll1I Il1 1 1 1 1 1 1 1 ! I I I .. � IItIi1''ftll � ll � Il � l � tltltltltl � I ) Itlt � lll III III ISI 111 III ' I I a I I I .,I 1 1 1 1 1 1 NOTE . IF THIS MICROFILMED -- I 2 3 4 5 6 7 8 9 11 l 12 DRAWING IS LESS CLEAR THAN THIS NOT ICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. , -- _-_ _____� E 62 82 LZ 9Z 5Z bZ EIZ ZIIZ 1 Z OZ 61 8I LI 91 SI b I CI Z I I I of fi L 9 S b E Z I ►Illllllllllllllllllllllllllllllll111111111IIIII�IIIIIIIIIIIIillllllllill�(N �JULi11114II►1I111MAY 1t�, �j�j�llillll��uj�oll�.l)I�Il�lil�llll}1�1��11�J11.I�lillllln�IiIIIIIIuItilUllliltulJlllll 1 Ll��ilj�_.i.lt.�I_ 1�u�llli �tlitlilil�lijJ�� 11Ull1lllit�tlLlUliii� ............... 29 ) 1990 ��_. f I l ' 19 A weather-nesisuve barrier should be ��exterior SPECIAL OCCUPANCY REQUIREMENTS walls as specified in Section 1707 (a). Group A 20 Enclosures for tbor openings should comply with Table l 35. A-3 Occupsnt^gs should oe c one-hour hm_r*ststive No. 17-A, Section 1706 Details should be provided to Construction if located in a tasemeni a above the hist dearly Indicate this. •tory. Section 602 (b). 2 t Structural members carrying masonry or eonerote walls 36• A-2.1 Ooeupancies with an ;;ccupani load of 1000 0,- in buildings over one story in height should be protected more should be in Type I. 11-F R., If One-hour, III One. with minimum one-hour fire protection. Section 1708. hour or IV buildings.except the°the root framing syslem br Ons-story porbons of buildings of 7 II One-hi�ur or 'type One-hour constructiat i may of unprotected construction when such roof framing sys tem is c*en to - the room and does not euntai,i concealed spaces Sec. 22 Nonabsorbent finish and backing to toilet roorm walls anti tion 602. floors should conform with Section 510(b). 37. Group A assembly rooms having an occupant bad of 23 Shower stall walls should be finished with a hard, non- 1000 or move shall not be located rr the basement absort�ent surface to a height of 70 inches above the unless the basement is boated in a building of Type I or drain inlet. Section 510 (b). II-F,R. construction. Section 642(b). The morn entrance should front directly upon, or have a 20.foot-wide 24. Doors and access to, a public street at least 20 feet in wirith Should comply with Section 54x06 d)bathtub enclosure Section 603. LTA d ventilation should comply with Section 605 I 25. Parapet walls not less than �s. m h-Vit are requrreci. Section 1709. hour firq•resist�ve occupancy separetron .s between the boiler or central heating plant 26. Eave overhangs and similar architectural projectionshe largest piece of fuel e4uipment exceeas ,should comply with Section 1710. Btu per hour input and the rest of the building 608. 40. Exlerior openings for rooms containing a boiler or cen. 1 27. Projections beyond the exterior wall should conform tral heating plant should be protected with three. with the less restrictive of the following: fourths-hour fire-resistive assemblies that aro fixed. (a) A t'ornt one-tfmd the distance to the property hne automatic or self-dosing if located below openings in from an exterior wall. Section 504 ft another story or if less than 10 feet from other doors or (b) A point one-third the distance from an assumed windows in the same building. Section 608. vertical plane located where iire-rssiativre prosection o�5is W roq`�kW due to i eefion of proper- Groolup E 41 802 b . separabons should comply with .Section 28. Envelope ceilings should satisfy the blowing condi- bons (Section 4303 (b) 6): 42 Use Of rooms should be clarified. Note that rooms in (a) Should mat be used to provide firs protection bear;�s Divisions 1 and 2 Occupancies used for kindergarten, and girders supporting more than one flom first or second grade pupils and Division 3 Occupancies �bColumns should be individually tiro protected. small not be located above the first story. Section 802 (c) 0 Duct and other openings aro limited to 100 square inches in each 100 square feet of ceiling area. - -- - (d) Duct openings should be protected with approved 43. Special-hazard rooms should be separated from other fire dampers. portiorur of the building by not less than a one-hour fire- ' (e) Electrical outlet boxes should be d steel and not resistive oocupsncy separation. Section 902 (d) greater than 16 square kxtos in area. 29 G 44. One roquk+ed SM should front directty upon. Or have a Ypsum board, frith and Plaster and sknUar ee fts in 20-bat-wi011e•caws to. a public street at least 20 het on conjunction with fire-resistive assemblies rrhouid be widtfi. Section 80.3. supported at intervals not exceeding 16 kxhes. lbfas 20 u trough 25. Tabs No. 43-C. 45. ywfth �w should be providv0 in ac�oordance 30. Vlfood sing or suspended wood systems for -- sum board, l05. ath and plaster and similar ceilings should 46. Light and be not less than 2-inch nominal thickness. S00on 4744 v�arttilation shouldcomply with Section t30:� (b). (Section 4703 (b) for well stripping.) --- -- _ 47. A ons-hour fire-resistive occupancy separation is 31. Final partition layouts and details should be submitted ^qui^ men the boiler or central Mating plant prior to installation to justify compliance with oocupan- where S largest piece of fuel equipment exceeds cryo fine-resistive, structural and exit Section tW per fxxUr input and the rest of the building requirements. -2. Justifying test data in conkxnmv o with Suction 105 or an 11050 research repcxt is required Ion 48 Group I, Division 1 000Jp8nc+es should be or Ty, �,e Rooms in which rul7bisl�(linen)cl+utes termir►ale should .j T_��Re II F A. construction unless cc�m t ,n wilt) �r be separated from the rormainder d tttA bollix With e ' l txceptron 1002 (b) p v D t r one-hour occupancy se watinn. Section 1706 0 _ 34 �- 1 I 4�. I, Orvls�ion a ? Openings into rubbish and Nnen chutes and Mn *wI hour fire-resistive oorutnpct o Title iVo 5 Chould b• M c� room$ should not be located in Will corridors or sial+ . ways Section 1706 (c)- _.-- __. y -� S0. UON and ventilalron should cornpry with SOctron t LX)., Slw�l fro t of• sh"i 184 tk, '1 1 1 f• 1 1 1 1 1 1 1 1 t l l I 1 1 1 I I I I I I I I T I 1 1 1 I 1 I I I I I l i I I t 1 I I I 1 I I I 1 1 1 I I 1 1 1 I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 �-. I I i l l 1 1 1 1 1 f t 1 1 11 :� ��-----,.y NOTE : I F THIS MICROFILMED Z 4 5 6 7 8 9 ( ( i 2 DRAWING IS LESS CLEAR THAN - - - - A ` THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL D RAW I NG. ---- - --- -- OE 62 eZ LZ 92 SZ bZ EZ ZZ IZ 0Z 61 QI LI 91 Sl fol EI 21 11or 6 9 L 9 S b E Z I I rtIIIIII1lilt IIIt1Ill 111Ill 1111t11111111111I�ItI111111I1111{IIII�IIIIIIIWIlljl)�I�II.�IIIIlilt MAY 29 1990 ,(j��.�IILII!,��!l�Il�r)rl�)1�(IILIrILIllI11�II11((�ll1lIIIIIIfnIIlIt1�IJilIl1I1�1I11I1)ll�ll.�l� I 1 r � !l1.��1_ �u�uLuilll�Ilwlllulul�(ull�l�Il�il�wllll� I St. A ono-hour tire-resistive occupancy separation is 67. A one-hour lire-resistive occupancy separation Is J eked be ween do boiler or central heating plant �gLined bo*oon Mie bkmwV rooms and tM root of the whom ft largest piece of fuel equipment exceeds building; 400,000 Stu per hour input and the rest of the build+ng. (a) Storage or laundry rooms that ars within a Group R. Section 1006. I)M an 'O� (tbh)a.t ars used in common by 52. Exterior openings for rooms oont *ft a boiler or cen- (b) Rooms axitainlng a boiler or ventral heating plant in tral hosting plant should be protected with three- a Group A. Division 1 Ooora�►, aarx� eaoept where berths-hour firs-resistive assemblies that are fixed, such roon+s oontaln equi serving only one automs& or seM bsfnq H located below openings in dwelling unh. Section 121 2. another " or N ens than 10 lest from other doors or windows in the same building. Section 1008. 68. Every dwelling unh and guest room should have oam- brt heating fadilties as specified in Section 1211. Group 0 1 69. Eery dwelling unit and every guest room in a hotel or 53. Motor vetwde service stations should be of nonoombus- lodging house used for sleeping purposes shall be �! We. fire-retardant treated wood or one-hour fire-rests- pro- vided with smoke detectors conforming with U.B.C. lie constnicbm' Section 702 (b)_ Standard No. 43-6. A smoke detector should be Installed in the basement of dwelling units havwj a 54. Storage areas In excess of 1000 square feet in oonnec• k stairway Suh detectwhich oa should be connected ro a sovndinnfrom ft basement into the ll�� t9on with wholesale or retail sales should be separated �,� or otl►er detector to provide an alarm which wi11 \ be audible in the sleeping area. Section 1210 (a) from the public areas by a one-hour fire-resistive occu- pancy separation unless the building is equipped - throughout with an automatic sprinkler system. Section t bb Group M M. LbM and ventilation amid comply with Section 705. 70. Group N' Division 1 Occuparx�ies are limited to 1000 feel in floor area and one story in hemight A + 56. Exhaust vendiation at or near floor level is required by G` Section 1102. Section 705. 1104. 7t• Garages should not open directly into a room ac - 57. A one-hour fire-resistive occupancyseparation is ed br I inquired between a boiler rw a or cotal heating plant ~ng purges. Section 1104. when the largest piece of foci equipment exceeds 72. An approved noncombustible materiae or 440,000 Btu per hour�and the rest of the building. Ing material is mWrod for garage floor siwtlloee Section 7W.708• tion 1105. Group R 58. A Group K Division 1 Occupancy more than two stories h or having more ftn3yy 000 square feet above OUT REQUIREMENTS f V1ho first story shoukf be of or*4xxx firs-rimstive1o7on- I ex�w�� Section 1705 73. An occupant load sign Is required in classrooms. (b)2. Section f2O2(b). �✓�� assembly areas, etc., ►tiav+ng an occupant load of more than 50. Section 3302 (c>_ See 59. The following rooms should have exterior glazed open- for na ra v+er0kionings for i )&3 light speci in SSetoponable �ion 1r20n(a 74. Conforming exits are required from the areas below as )d,( specified in Section 3303 (a). 80. Mechanical ventilating system In bathrooms should - movide fin air cfwges per haw directly to the outside. 75. Exits should haw a nuinirt xn separations of or *4W ifs Section 1205(a� �� maximum overall diagonal of eM burl!" cr ainea --------- served. So0on 330314 61. Exterior inps _- . � open! r>Iishlrom should not be conside is ad1 fling required " or ventilation 76. No point in the building should be moue 111 150 (200) sinoe they do not open to ayard, court or street in f fret from an exterior exit, honzonW snit,onciloW swi with Secdon 1206 ( way or extt passageway. measured in Mie dMectt w ot trawl. Secbon 3303 (d). -- 62• Courts bounded on Ioux aides with walls should be at -_- I*W 10 feet In WqM. For courts room than two stories 77. Exit door should awing In the direction of ogre". Soc in height, the width should be lrxxeased by 1 tion 3304 (b). See doors W and the length by 2 fret for each additional -" story. Section 1206(c). 78. Double-acting doors shall not be uee0 as skits in vw 63. Every room below the fourth floor should have , hollowing locations Section 3301 (b> at islet one rice or aoderior door approved for error Qaruy tail or rescue. Sea,'tion 1204. ►�� 64 room should haft the mournum oeiisrig 79 Exit doors +sl'iot.rld be oPer►abie from the K►eK1e htighl required in Section 1207 (a) the use of a key, special knowledge or eNnrt Secex� t-l 3304 (c►. NcV9 also " Hush bolts or surlwv bc*, am room should have a minimum floor area prohibited of Square feet. Section 1207 (b) 50. Exk doors should be a rrenlmum eine of 31" a•lest h ed• E&IN- enCy dw*lhing wMts should comply with Section irx;hos with a doer capable of opet90 dsgre" 1 1205. Sedan 3304 (a). fteo No 3 of 131oot* 185 --• ...-.., .. - -........ ..,........ ^--..,��. .. __ .- _ _ . ._...- „„q,. -,.__._...... - - -+'�ly.., - ,� � � --.war.»._ -- 1 NOTE : IF THIS M ICROF I I..MED 2 3 4 - 6 7 8 9 i o I 12 _ DRAWING IS LESS CLEAR THAN THIS NOTICE . IT IS DUE TO Ay THE (QUALITY OF THE ORIGINAL DRAWING. . .- _ _ - ----- _._---- ---.- OE 6Z 8Z 1Z 9Z SZ V EZ ZZ 12 HOZ 61 81 L 1 91 C- 1 bI 1 El El 11 011 6 ` 9 � E 9 -SI- ' b EI ►1111111�1111�1111{llll�llll{itlt�1111�11111111{111I�1111�1l1��.��1t��11�1111�I11��llll�ll.11 .!)I11I11111!��1111�1111�)►�)j`ILIi�l.1)I�lllt�t)lull,l�tilll`ttti�llll`illl�llll�llll�Illl�ll-IIUL),1�!I.�ll�ll.)1.h,1W1L1lLlll�l�l�1�111.1.111.1111111111111111LU11-�I�t))ll�ll)I�llll�l!!1 fi 9 9 _.r.,. . _ _-�:.r,�ro•.�.�aM�M+'•"..._. __. -..;i...,_. - ..._.. __.. ._ .. _..._._. - . ...... �. ... ._... ... .. ,..r.,.wr... .:sa... - _rr .,,i .•..� _� ,.o.w.. , .. _. _ ....en._...._•._..._._.. _._..,- -----...._ .. .+.. __ .a. ... .�"'�_. T Fj3303 dimension (dear width) of �sys should be ei exit wifts reQu�ired by Section 100. Openings In Wenor walls below or wtttun 10 fwt d (s). In considerationd door /V exterior acainways should be prdecied with $off• es, panic hardware, do=..So* three-fourths-hour fire-resistive assemblies. Seronxit s haus not beenetc., the 3306 (l). ' door _ 101. Errcbw usabb sPac9 under interior stairways should 132. A f bor or landing not more than th (1) khch below thebe Prdected on the enclosed side as one- threshold is required on each side of an exh door. Section hour fle hoe-reslsh* t't n�m) 3304 (h). Doors should not 102. NOnocxnbustlbie exterior stairs are required_ i 83. Section projso.K mors than 7 Inches into the �t required corridor width when fullIyy opened or more than one half into the required coffkkf width when In any 103. Exterior stairs should not protw into an arw and Position. Section 3305 (d). _ courts) where wall (y s a opr�nings must be protected Secyia-, slidl 3306 (n) 84. Revolving ( n9) (overhead) doors are not permiitted as exit doors. Sec,-tion 3304 (g� 104. (O� stairway should extend to the rod. Sec1►on 3306 h a- �� 85. �Pr'o'�ded�tor ld Section 3303K**f room does e s � may. �°�t 1 J5. Stix-toot ( ) 6-inch minimum headroom clearance for stair. ways should be Indicated on plans. Section 3306 (p) 86. Corridors should have a minimum width of 44 (36) Blots that thus is from a Plane tangent to the sta,rvmy incus. Section 3305 (b), tread rx*rvjs. � 97. Corridors serving fA"Mbulatory persons should have t06. Ramp slopes should not exceed one kKx m an 8-toot minimum width. Section 3321 (c). deet. Section 3307 (c). � 88. 'read ends of Corridors and sxtt balconies are Merited to 107. Surface of ramps should be roughened or of sly-resistant I//t 2r1 foet. Section 3305(e). materials. Section 3307 (g) 89. Walls ark-1 ceilings d corridors should be d one-hour 108. Stairways should be enclosed as speciitisd in Swoon 'I/r? fire-resistive construction. Section 3305 (g1• An archi- tectural section trough tins corridor is necessary to a One (two)-hour firs-resistitie walls are required determine how this is accomplished �a; Only exit doors are allowed to open into exit enckwures. 90• Exterior exit balconies cannot (c) Doors should be labeled one (one and on*-lye where protected gs project into an area hour firs assemblies• on property. KX (�red due to location (d) Exit enclosures should include a corridor on ten Wound floor extending to the aftriOr. 9t. Wmtrucklon should be as ' �should be protected as �. P�ted oppee kV 0*W door: m)• (e An P�ted to open Intal vw cofidor. prevent ameba o accidentally quired at ft ground to Boothe 92. Stairway should have a rrhkhirTum widtha�r� of ------- Inches. Handrails should not project lower level. V� mors than 3'h ind sus krhto to required width on each (� usable tom+Is not allowed under the stales side. T-im should not pr*W more than 1 W kx hes into ` required width on each side. Section 3306 ft AM required Oxits from Me building should be smoa<e 93. Risers on stairways should not be less than 4 inidwe nor 109. Proof sncCloa�urstc =T=ying Section 3310 l;LL Qreefer thatn 7 and rung should not be less than 11 khches. Section 3306(c). 110. Openings into exit co _ wls less than 101" - be protected with labeled 45-minx" fire Wwrob yes 94. Landings on stairways shouldhave a in the Section 3311 (d). Also see 'exit Court.. de%tron in 1/(.l direction of travel equal to the width of the stafrwa but Section 3301 (b) Openings more than t p 1"above Ala need not exceed 44 inches for stair's havinga stn y court floor are sxernpf. S� 3306(g). sight run. 111. NO openings other than required exits are PermMed in 95- Doors swinging over larhdings and in tins fully open cosi- passageways exit P&SX&aewsys. The passagys Should be of.I tion shall not reduce the required dimension by more than .-hour fire-resistive constructitx� Secbon 33 t f� 7 inches. WhetI a landing serves an (a). or more, doors in an occupant bad of 50 Y Ps ft an shall not reduce the re- ed 112 Exit Illumination and signs shouldd be prvwded in ocx) wk". ect*�3304 i lass than one half of its required with ( ) SecWns 3313 and 3314 .t 96. Basement r ntt poortion of stairways should have an 113" Aisle(cross aimshould) in auditorium have a mYwnurn " where continuous to width of exit enclosure. Section 3306 (h� upper floors in an Section 3315 (b) Sect�an 3�.'i r 5 (s t 97. 114, PVK hardware as re�crired on exit doors Crou4, *rtical distances WtWe" pailinimy yndings are Men-- A �`upan>es SOC(K)ns 3317 (d) and 331t� Ned to 12 feet. Section 3,306 (il of this, doers shall have no lochs or latchot ----------- - Handrails should be placed not less than 30 inches nor i 115 Mwn and sale trio"$ �n confurTn&nce w1M Sok. t i� mors than 34 inches above the brad. Section 3306are required for Division 2 (2 1) (3) Or.,, c*re, Two han drails are required where "rom" exceed 44 c1es. Section 331 t� (i inn s in width. 116. Crrl udors d Group E noses shourp have a ",nl Guardrails stairs, baloonirs and s should regWrrd by Section W2 Pha 2 im. tea ria ass gm, t, conibrm with Section 1711. N01e that maxknunh dear- 110M. Section 3.919(e). W"befvtrenn k►MmhedWe ►ails 1$8 khches. ill/►Mt NO. s 014 shMtt 186 r i .� �1 ) I 1 ( � 1 ) 1 � 1 1 � 1 Ill i � Ijl 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I S I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ! I I I I I I i l l l l l .I I I 1 1 I f i l l t I l l l l l l l l t l ""• �� - ..,..r..,«��"•" ,,. � NOTE : I F THIS MICROFILM 3 4 I I ')) ED � 6 7 B 9 IQ 12 _ DRAWING IS LESS CLEAR THAN - -- +. THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 82 LZ 92 SZ bZ EZ ZZ IF OZ 6f BI LI 91 S ! I 1 01 6 8 L 9 ii I I 1 MAY 129 1 11990 dell llll�lllllllll�lllllllll�lllllllll�lllhlllli�lllllllll�1111�11l8�NN�_1,�,�(U)�IfhI1�!)I11�)(1� ,(�,)))�,1111111,1.)��I)I�IJI��I(IIIL)��Itl�1l1��JIiIIl11tt11111111Ou.11)I�I,IIIOLI�) I . - u��l�uil.�ul�ul�uilu �u,uliwl�u�lu«L�u��C��l��ulluiluUllll+ a Us lN'I C. lJu+/}xtr KA v o W wPu 1u ►►a w►bU PC*S UW► 1 VA)"Alk I 1 r1U I loll 1 ►►► t W1y r u. 1 pUld rw, ,fti A- i -stairs. Section 3319 (a1 {- - --- - - -- 136. BuNdings rix stories or more in height should be pro- lie. Exit stairs serving an ooarpant load of more ttian 100 in vfded with not less than one standpipe durkV con- a GrOW E Occupancy should haw a minilmu n dear strUCtion. Section 3806 (b). width ol 5 feet. Section 3319(q). 119, E room with an load exc 137. Automatic sprink:Pryslem pians should be submitted wry M Osedk� 300 a to determine co ) encs with applicable building, Group E Ooaipan y should haw one of its exits into r, plumbing and Are oodea. separate exit system. Section 3319(b). 120. When tttr+es or more axons ars requ(red in a Group E FIREPLACES AND CHIMNEYS Oom*ancy, nr)mom than tvao required exits should exit kft the&we, exit system. Section 3319(b). % 138. Chimneys should comply with Sections 3703, 37D4. 3705 and 3706. 121. In a Grd,p E Occ:ipancy no point in a room should be - 1 more than 75 feet to an exit corridprt enclosed stairway � 139. Fireplaoes and barbecues should comply with Sedan or werior of the building. Section 3319(c). 3707. 122. Ex&V through ad,�afining rooms in a Group E Occupan- cy - comply ivith Section 3319 (d). FINISH WORK 123. Panic hardware is required on exit doors "rvirvqrooms 140. The interior wall and ceiiiiV finishes should be spedhed containing 50 or more occupants and in oosirridors of �L and amply with Table No. 42-B and Section 4203 Group E Occupancies. Section 3319 0). - - 141. Gypsum wallboard (interior lath and plaster) canrwt be 124. All required exterior exit doors in a Group I Occupancy ley Installed on weather-Exposed surlaces. 5e~s 4705, s 1 WU-I ,pen in direc,-tion d exit travel. Section 3321 (a). /G t 4711 . See Section 424 for definition of weather- exposed surface. j 125. Doors from bedrooms and wards o1 Group 1Occupan- cies and all exit openings where nonambulatoryl 142. Skyl;ghts should comply with Chapter 34 Plastic sky patients ars housed should have a minimum clear width l � lights are allowed only under conddx)ns speaW In C9 44 Inches. No projections in tis width are allowed. Section 5207. Section 3321 (b,. �II�, 143. Glass and glazing should comply with Chapter 54. Type 126. Panic hardware is required on exit doors serving more and thickness of plass should be specified. j Umar 50 occupants in GmW I Occupindes unless 0lore no Witch or lock. Section 3321 (�. f�G 144. Glass and glaring subject to human Impact should comply with 5,ection 5406. FLOOR, ROOF CONSTRUCTION,00VERI NCI, SKYLIGHTS, - ROOF SMUCTURES ._:,.._._. bVcTURAL 127. witf>irt in 42516't"►cx,�►-X16 (�4 A shall be ce" nssntbly VA 145. Special lost 4g � �t in conformance with Section 306 aformed of corntx►stible oonstruc 11c4,1. required. 128. stopping as specified In Section 2516 (0 4 8 shall 146. Soil rta"fication in confomwice with Table No. 29-8 be provkled within attics, mansards, overriangs and and pounds per square bot sit bearing similar concealed spaces formed of combustible value used in design should be specified on plans Construction. Section 2905. 129. Roof drainage should be v,nducted under the public 147. The kundation investigation report mentroned in pians skkwmllk. Section 32+07(e). was not included in data forwarded to us. h shxould be submitted for review. 130. Overflow draft having they same size as roof drains and - on independent drain lines aro requited. In lieu of this, 1443. All masonry or concrete elements resisting seiam►c ooverflow scuppeirs,ver held Vee ti7ttes the sire of roof drains kxxns *lurid gmklify as remlomed elenrwnts. Secwn WWW hove Wells WO 2In �t'�above dw low points of 23120) 28. _ of Ove roof. Secdon 3207(c). 149. Pr*Cast concrete wall panels should be fustihw 0001 cornplianco with Section 2616 (c)_ 131. The aggregate area of penthQu."s and other roof struc- tunes cannot exceed 33'0,percant of the supporting roof 150. Wood members may support bads from ffv%soruy a area. Section 3601(b). Concrete only under the condibons speeded in SeoKvi 2515 (a). AUTOMATIC SPRINKLER SYSTEM 151. Structural calcuWdKxu should be & xnM d to histo 132. An appmWed am utoatic sprinkler system in the the adequacy of she atructural system in M4" Nes V�1 required. Section 3802. This iniclu es blind mic and wind bads, and supporting dead and kw spaces enclosed wholly or partly by combustible bads. This includes loundatioru. construction. 152. Awtd rng 041c ions and details els*&M be pru Kw, 133. Cuss 1 or 111 standpipes are required in sprinklered build for - lops four or more stories in height Table No. 38-A. - 134. CA"s 1-i standpipes are required as specified in fs Table I 1 S'3. Rooshall be designed kx $ now bds eol.__ pounds per puare ioq Solation 2305(dl of 11 No.i of s wow 187 �r�,�•...,�,.. �,1040. �1 ) iltt ► Itl �� l IIIItIt t ('t� Itf til Ill Ill 111 111 III 111 111 111 111 III 111 111 111 Ill II-I Ill 111 111 1� 1 III III III Ill Ill It1 111 III III tl III I t I I 1 I 1 I I I I I h I I - . _._ .._. . i I ( tI I I )I , I I ( I ) Ill I I I I I NOTE : IF THIS MICROFILMED ea ._......,_ - .....,. ..;..�.._..,. '2 3 4 - 6 7 g 9 10 i j 12 I DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL_ DRAWING. OE 6Z 9Z LZ 92 SZ VZ EZ ZZ Ile OZ• 61 91 LI 91 SI bl CI 21 Ii 01 6 8 1111111 it III IIIII IIII III IIII111111111lllil�llll!;�III111111111I�tJ1111II 1�Jlll�j111�11�11111f1111�1 �(��Illltlll�lllt.ol�1)1�ItIt1Ili.1111.1011111l1WOW- 1�U.16llII1�i11t��IttltluN111�11111111111111�1o11J1�1t�t111V��iu_. lull illflll�llll�llttl!!!lltlt�lllLtlW1ll�llU�l1ll�lul�lll�lllll MA "Y . 29 1990 �,raw.+rs+n■...nsy..------..... ._..._.._,,,,,,.,., .--.� 1 i 1154. The root should be deal led kx uplift wind pre"ume 166. Wtsk*v data or details for steal decking used as a d&s. with salon due d flexural rr Moral support d comprw �p^'t should be Informs� should lost data u�bmrty w spedfic IC evaluation roport — - Md In Compliance wkh Section 105. 155. floor bad should oonslder a 2apoux�d-per••equarr►-loot – – partition kwd. Sectkm 2304'(d). 107. D"Is should be provided on rod (fbcx) dt"SgM cWwwx tions that Indicate how the shears are trans- 156. Marquees (resldentlal baboniss) should be doslgned xWbbi ns. Ccns br a 80-pound- e -suare-loot Ilw bad. Table No. 23- efd� acalculations for a p� with akwmble values. 157. kw the d s pleawn can should 168• =ally br gypsum board (lath, sheathing board) used bbe� kw a minimum 2000-pound wheel bad. on show walls should be spectt�s;! to Com Section (c). ply with Table No. 47-I. 158, Live load nduowm should corn,• with Section 7306. lag. Shear walls utilizing gypsum board ;lath, sheathing board) cannot be used to resist loads imposed by masonry or Concrete walls. Footnote ', Table No. 47-I. 159. Gkued•Iwninated lumber should be tabricaded in aacor- danCe with Section 2511 (f). 1 T0. Rani s should be dnod to Mrtthatand a 20 (50-) ri�pQ es 160• AflOwabls stress bplod-laminated members over 12 pound-per-bot h 'zontal force. Table No, 23-B.__ Inches in depth should Consider a depth reduction fact- 171. =frarr4nglivshould bs designed for a ebd ad not Ion Section 2511 (d) 5. 1 r re foot TaNa No 3- C (20) pounds per aqua 2 161. Bolted connections exposed to the weather are limited B. to 75 percor-d of ;aha allc, le load under pro(eaed 172 Interior rtitions should be justified structural► for Conditions. VW*m always wet, the allowable load shall pa f Y be 67 percmnt of the allowable load under protected airs th and deflection criteria specified in Section conditions. U.B.C. Standard No. 25-17, Table No. tb� 25-17-S. --- - 173. _ should comply 162. Anchor d concrete and masonry walla should Com_ with a specific ICBO evaluation repoil or lusirtymg test Ply with 2310. data should be submitted in compliance with Section 105 163. Plywood flradse should oontlorm with Table No. 25-B. 174. Plans should Mxficate that foundations soa"below the 164. Justification is frost line. aAiiaWe b e drains"°r�his th time deflediva. In lieu d this hada must be designed 175. p' a •peditications �' �^ '� With 11x possible PINK*q of water. �eatlwt 2305(f� the deeipn for 165. Dooft on smearing mettt+od and hwdware along with AnWft data are nqurnd on q asepdrvo�odncrets wonfc.Thin data should be submitted andipbns �r b 01'"ll d material. Note that all t should comply with Section 4303 (c) 3 for fire-resistive purposes. Addkiorwl Corractlons: These sheets We a part of the plan: aro shall remain attached thereto. Corrections so above kldlcated*111 be Complied wit Rechecked and approved—�._�_ _.._ _.-- -- (Sign Hers) (11119►akw of Owvi a *4v&&,A Chocked Oy It111D teas ShM ilio,a of a tNwl. lea ". ! ` I ( � i I�il { till ' it � ' i'I,� ' 111 ' 11I111 � 111I111 { 1111 ! i1111111111t ( lltI� I111I111rIIIIIII { 11111 ' { III � 111I111 � 1) I I � II111 111I1 � 1 111 ! 111 Illllll Ill , lll 111 111 11l III 111 III til lir 111 ill "�' - ---- -. • NOTE . IF THIS M JCROF I LMED r.. . - 3 _ 4 6 7 8 9 10 i 2 DRAWING IS LESS CLEAR THAN "�"–"" THIS NOTICE , IT IS DUE TO Is ' THE QUALITY OF THE ORIGINAL DRAWING. OE 62 BZ lZ 92 SZ bZ EZ ZZ 12 OZ fit 91 LI 91 SI fol EI 21 11 01 6 9 L 9 S b E z 1 r I I I ar�a� �r11111111111�111111111�11t111111�1I11111IL�I11111111{IIII�111111i11�llll�l,L IJ UI III IIIII vIIllllMAY 29 121990 i �I-itllllll�ll!I�ll��lll��ltl�Il�I{1.111,jilt!11il�.i�l�lllil�ftll{Illl�lltllill III 1 -I ' I � I {111111u1�1.�1a,11111�1 11 l�l.�.iii!1111�U1111ll�1ltillltl�llullLlllll1111W11111 i TENANT PERiWT DATE GENERAL NOTES SYMBOLS LEGEND :. Ali clear dimensions are to be exact within 1/8" + along full height CAi RON BROM � )V I^1 and full width of walls. Contractor shall not adjust any dimension marked "clear" or "clr" without written instruction from the architect. e 2 building Stan3ard Cetail J . New special outlet. See note at location and tent f./M furo . co 2. Contractor shall adhere to all codes, rules and regulations governing construction, building access, and the use of facilities as set by - -- 4 Story Building ) New communications outlet for CRT mounted at building star-Ruom or Space Number lard height. PANT � 3. All standard construction shall conform to the standard details for - - tennt improvements except as explicitly superseded by specific �^' detti1s approved by WCARTIZ9 DOCZKAJ 3Story BuildingTelehone/CommunicationsFloor Outlets ` v _ 4. Location of all partitions and doors shall be approved by McCA1E1:R (Arrow indicates direction of face of monument) d9J10CZtKAJ. as marked in the field prior to construction. Contractor `� -- Room or Space Number shall notify i cC.AM& 6oCzuAJ of any discrepane ies or conflicts in location of new construction. Interior Elevation Number New building standard monument cored into flour CARPET y� - --- } 5. It shall be the responsibility of the contractor herein - either - —._ Sheet Number apparent or obvious - prior to start of work on that item or bear the h Existing outlet to remain responsibility of correcting such work as directed by the architect. Q o. All blocking s to be fire treated. 4r-- Detail Reference ti Existing monument to be removed and cdpped flush vri t top .,f - - W / slab. - Sheet Number BASE 7 New special outlet. See note at location and tenant E/M i ,ri;. U GENERAL FINISHES �i 5 nr � I �3�--- Section Designation - Sheet Number New building standard monument cored into fluor to be Capp"d 1. All ver Itcal surfaces to be painted U.O.N., stipple texture, eggshell C/ above finished floor. sheen. Contractor shall provide architect with a minimum of two 8x111 PLASTIC LAMNATE brushouts of each color and finish for architect's approval at least i New Casework/Millwork Built In. two weeks prior to site application. Well tests will be required one .. i See elevations and details sheet No. 12. week prior to final approval. Architect reserves the right to adjust any color once the wall test has been made. ti12>� Description and date set forth in "issues and revisions" ;. All partitions, columns and exterior walls to receive building stan- +� r number: Denotes revision or addendum designation. dard basetek tall. Straight base at carpet, cove base at t le - — flooring, U.O.N. OKE 9 WALL COVERING Existing unless otherwise noted Lighting Legend 3. All doors to receive building standard finish throughout, U.O.N. 4. All glazing and glazing sections shall receive building standard Door and frame assembly. See door schedule. finishes, U.O.N. New building standard 2x4 flcurescent light fixture and lens. 5. All HVAC fixtures, trim and accessories shall be painted to match ceiling, U.O.N. �/�p p� -- --------- - - -- r Gypsum board ceiling or soffit. See details. _ New building standard 1x4 fluorescent light fixture and lens. FLOOR COVERING AlI miII.vork and casework shall receive finishes as specified by t*CAM*K e"TXAJ• See millwork detail No. 12, TEMAt4•T- STAN0AFp5 `Existing construction to remain New building standard 2x2 fluorescent light fixture and lens, � `^ 7, All areas, except as specifically noted, shall receive carpet. Con- tractor shall coordinate undercutting of doors with thickness of Existing fluorescent light fixture to remain. carpet. Doors shall clear floor finish by 1/8" maximum, i Existing partition to be removed I ) New tenant standard partition - floor to ceiling. See _ building standard detail. No. I/IO r Relocated existing fluorescent light fixture. LLL CEILING NOTES New tenant standard acoustical partition - floor to ceiling. * Existing fluorescent light fixture to be removed or relocated. 1. nil new or relocated light fixtures and HVAC grilles to to located on See building standard detail. No. 3/1U ceiling grid U.O.N. Contractor shall notify OWNCK of any conc flits with the suspended grid system, HVAC, or sprinkler fixtures '--�' Building standard with special lens ' GENERAL NOTES O {,rine to lastellation. •k•��k�• New tenant special acoustical partition - floor to structure ��- See building standard detail. No. 2/10 Naf USiD. 0 New recessed building standard incandescent downlight. L-0-6 . ] New building standard corridor wall - slab to slab. See i. Whore lights and switches are not noted with a lower case letter building standard detail. NO. 2111 L.LJ %witch dnsipnation, the switches are to be connected to only the i lights within that specific roan. New building standard partial height glazed partition. See New recessed building standard incandescent wall washer. �-- 4 NOT ��- details. No. 1/4 W W U W (� J New building alternate full height glazed partition. See `-'La Existing duwnlight fixture to remain. `(� 11, All switclips, thermostats and any other well mounted control devices detail. No. 2/4 ire to by mounted at c48" above the unfinished floor, U.O.N. O Relocated existing downlight fixture. V) .....I R 6, All exit signs are to be building standard, installed at the center of New custom wall. See detail. Existing downlight fixture to be removed. Ln the ceiling the shown, U.O.N. -J 1, Unlpss otherwise noted, all incandescent lights to be on dimmers. New parti4l height standard partition. See detail. 1 \ Dimmer controls shell be Lutron Nova series with no exposed heat O Wall mounted exit sign, building standard. See plans for location. Arrows as indicated on plans. O Z sinks. � M New building standard. 1-hour rated wall. A. Where switches are shown adjacent to each other, they shall be ganged J end covered with a single plate. Ceiling mounted exit sign, building standard. Arrows as cc indicated on plans. n 9. See mechanical and electrical drawing for information regarding O lighting, circuiting, and HVAC ducting layout. Electrical Wall Outlets New building standard light switch. Lower case letter z 10. Downlights and wall washers located at center of tiles ,mless other- �8 denotes lights to be switched. wise noted. �f New building standard duplex outlet mounted vertically at W 12" to C.L. New building standard 2-gang light switch to be wired to W_ W_ fixtures in compliance with Title 24 ret 'rements Lower O O New building standard duplex outlet mounted horizontally atcase letter denotes light to be switched ELEC/TELE NOTES a" to C.L. I= a O a Dimmer switch. Lower case letter denotes lights to LIe 1. All switch locations, thermostats and any other wall mounted control New fourplex outlet mounted at building standard height. r switched. devices are to be field approved by owmut before instalFV - lation. See sheet for locations. Undercounter fluorescent lightstriD cont. in space with All standard electrical and telephone wall outlets are to be mounted switch at fixture. vertically centered at 12" above finishad floor, or at �' horizontally l� ExrSting duplex or fourplex to remain � as, noted. • t� Existing duplex or fourplex to be removed, cap of behind Fluorescent light strip Cont. in Space. 3. All electrical devices (switches/plugs) shall be the same color as the G face of finish, cover plate. Surface mounted 1x4 fluorescent light fixture. C�0 1 C 4. Unless otherwise noted, dimmer controls shall be Lutron Nova series t>�39 Special outlet. See note at location and T M/E form. C with no exposed heat sinks. 5. Unless otherwise noted, all electrical and telephone fluor monuments are to be building standard finish. Clock outlet. See plan(s) and/or elevation(s) for loration above finish floor. fV i 6. A minimum of 3" clear must be maintained for any floor monument adja- ~' C cent to a wall unless otherwise noted. Junction box. See note at location. V O b m C 7. Contractor shall verify and provide correct outlets for special elec- APPROVAL DATE C/1 C t N t trical and communications equipment as noted on tenant E/M form. Plug-mold. See note at location. C i � N 8. Provide correct amperage for all equipment noted on tenant E/M form, U C Q O r4 n7 r4 Electrical Floor Outlets O � 9. Where monuments are shown next to each other, they shall be located as Arrow indicates direction of face of monument) C close together as practical. f qJ ~ _ O C/tilJC1�11 II F � v t.i. b 10. For outlets indicated at special mounting heights, mounting height is DOOR APPROVED FOR CONSTRUCTION to he measured from unfinished floor, typical outlets at •special � _ New building standard duplex monument cored into floor. heights shall be centered at dimension shown and mounted vertically. DOOR �Au HARDWARE CIT�,� OF f'I��AFiD New building standard fourplex monument cored into floor. NO-1 SIZE MATERIAL I ISHrype W W N O (� PERMIT NO. SI I E ADDRESS /40 " r.. 11. Electrical contractor shall verify and coordinate conduit runs, f��, --- _ _ circuiting, and wiring as required to provide complete electrical -T O J U J J ~ J Z Z N 4J JO 00 }, 00 Z > O Q O installation. As-built records Of circuiting and wiring shall be Existing duplex or fourplex to remain. Verify direction of = V W a W IZ W = W --- A C prepared at the project completion. co BY I ITI_E • DATE • 7rI Q `�01- face. F F\- Y C N = N Y [L W Q 3.6 HARDWARE SCHEDULE: nfor- 1<'. See mechanical and electrical drawings for further notes and i t- a O K J J i- O S Q Q A. Furnish the following hardware indicated on the Door Schedule, V mation. � � Special outlet. See note at location and T E/M form. wrpTN HEIOHTiTHK. Co -J W U. a V Y N I F- C9 Section 08950, or as required to complete the facility: A 3-0 8-41, '13/ T A B1 L1 - - - Cl - 51 - G1 - 20 ENTRY MANUFACTURER'S NUMBER MANUFACTURER'S NUMBER Existing capped electrical or telephone outlet. T B B21/ SYMBOL UANTITY NAME AND SiZE __ - FINISH MANUFACTURER SYMBOL Uq ANTITY NAME AND SiZE FiNISH MANUFACTURER L B2 - C2 S2 G1 MI 20 ENTRY - -- t - - -- Butts and Hinges: Flush Bolts: �}1 Existing monument to be removed and capped off tlot.h with C 3-0 8_4h 13/ 4 T A 81 L3 - - i - - - S1 - - - - iNT. f 'Y/ top of slab. - - - -- B1 2. pr Butts ROF88179 4 x 4 US4 Stanley D 3-0 8-41, 13/ T A 81 L4 - - - - S1 - - - INT. B2 4 pr Butts RDFBB179 4 x 4 US4 Stanley --- � - - - -- - F82 1 set Auto. flush Telephone/Communications Wall Outlets E- 66- d_3+ 13/ TIB 82 L6 - - - - S2 - - - M3 DUMMY Locks and Latches: holts 599 US4 Ives F 3-0 8-4t, 13/4 4 T A BI L5 - _ - - S1 - - M2 DUMMY Ll 1 ea Lockset 12-14-8105 LNF US4 Sar•geet Closers: e New building standard outlet mounted at building standard - -- - �- E2 1 ea US4 Sargent I I I 14 height G 3-0 8-41., 13/4 A B1 L4 - - S1 - - - r ST.RM L3 1 ea Lockset 28-24-6605 BS US4 Sargent Cl. 1 ea Closer 8501 Sprayed Brass Norton - - L4 1 ea Latchset 28-24-6G15 BS US4 Sargent C2 2 ea Closers 8501 Sprayed Brass Norton H 3-0 8-4t, 13/44 A 81 L3 - - - - - S1 - _ ST.RM L5 1 ea Dummy trim 6U93 BS US4 Sargent Existing outlet to remain - -- - - - - L6 2 ea Dummy trim 6093 BS US4 Sargent Stops: 40 I 6-0 8-4i,, 13/4 4 B B2 L8 - - - - S2 - - - M3 4 DUM L7 Y US4 Sargent lea Dunm trim 6094 BS - __ - - - - 1.8 7 ea Dummy trim 6U94 BS US4 Sargent 51 1 ea Stop 4368 US4 Ives Existing outlet to be removed - cap,off behind face of finish J 3-0 8-4s, 13/4 1 A B1 L7 - - S1 - - - M2 �, UUM 52 2 ea Stops 4'58 11;4 Iva; Gasketing: - GI 1 set gasketing 5050 Heart 6 Jamb Stanley Miscellaneous: M1 1 ea Coordinator - 672 Series Door Control - --- -- --- --- - -- - _--_- - - M2 1 ea Roller latch 1259-A U34 frimco I f f n 3 2 ea Rnllnr ltfrhnr, I? q-n 11.4 Trimr1 T1 -v.... ......-..x.r,_• ...�rw,wwF...:. .'..e..,,. Mt1M.^IMrr�c g. R 1} e. �NLWLFS,R'9l#'J,fi.AM3k'i"s:'...sit.: ...:.Up!(Y...�. ... .::� NN.4"l^.TY.'.,'.j` - ` itltl►Ilit�illI111Itillli'I tit IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII III III III !ll III 111 111 III 111 111 III III III IIIIIII III III IIIIIII Ili Ili IIIIIII rlr Ill Ill 1 ...- NOTE: IF THIS MICROFILMED rr ( 2 a 4 5 6 7 8 9 I'0 I I 12 DRAWING IS LESS CLEAR THAN '— THIS NOTICE, 1T IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 92 LZ 9? SZ bZ FZ ZZ IZ OZ 61 t31 LI 91 SII bl tel ZI 11 01 — d B L 9 S t, E Z I 1111IIIIIIII!IIIIIiIIIIIIIIIIIIIIIIIIIIIJIIillllt�tJl!It ItIIt111I1111IIIllIIIILI1111IlilIIII11Illl>JIaIIIIII�I �I�I 111lllll�lullu(�,III,�IIIl�Il11Il1ll�IlllllllllUllI1111III11Illllllltl rNIIIInIunlunluuluulnuluulunln1l11111I1111IIIIlIi111I1111IIlUIlU1IIIII�11ttIIIllllill ; MIA Y 29 1990 EAN WHITTER ° TENANT Y I ISSUES AND REVISIONS t I E 4E 'E _— . 1 STORAGE )IIICL :� OFFICE PERMIT 6 !�2 C A"CN BROM, NE V/A[, r I � ' �LO�E W11H < Hfw 0-, GENERAL NOTES OO t2H6t-F rr POLE l-l -(o o„H `IZw 1, t - E X Ih7.� GA121� I VC,T' RECEPTION , --- I�p - PRODUCTION ,- - - 10+ • >" L.M. STAIRS - LLJ - II•- . r . - - / --- mf j �.. IL.:; -r-'1 VF- �k l r/r" ; �P h�'(,I'�kaN 9► ! _ N 3 Z i w Z 1. z STAIR- • w - HEALTH CLU W -� i () (Di �l . �,. Aw ENTRANCE COO RT _ ;� ► �� f E TRANOE PORT ATRI I 4 ♦ , 1 1 t 0. } 1 t r Lu O .� -+---t--�----�--�- 1-- t t t +---*----t7 LLQ < U ELEVATOR LOBBY O I a. � � m O Ln Z 11.1Z. STAIR i � 7 — 177, EXTENT OF PRCIECT '' = iFtz��Mr�E _IA� IILti.� s ��I y I Al I T_711 1 - - — =cr1 pU q5 T A i M II CONFERENCE Au -- + OFFICE OFFICEOFFICE COMPUTER KITCHEN/ RECPTIOOFFICE �EISTINGLUNCHON c � I S1=ORAGE 100 ' 1� klEl,ocA-rE = 103 rte,• - - - - - J 1 I I RECEPTION ., IU — II -- -- EXi&iTY� POWER POt-E OPEN OFFICE E 106 12 � � �F, + 2OAMF' t � U � ®� i E D J 5 7e _ OPEN E x , OFFICE'' - - •�I ii = �� E Vie` /WI OOA1- f `"ICE } �` -' -' I1a�N KAY REQ. I .� f �,,�{,� _L FFICE •� II _ � t O �- Y✓t V r*, ILIP vE I 1) ./ � �' • � �hj-G L t'�N�i �'��•L. � - (rl, Ig-� RE We ATS d 111 ► E E '� �p �-I�N� G. I �I Pr>wC� VOL_C RECEP•11C1 1f1 Ur ��IC �I� ►� COQ r1 _ - EX—ISTIINoGF 1OFFI ` . ` . l01 FLOOR = rOFFICE OFFICE CFICE OFFICE OFFICE ; ERENC{ , " - G'5 G No 1 I._,q t, A ► E IP ANTRCAMR LOANS1 - - _ r- I i I 2) ! 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SZ bZ EZ ZZ 12 OZ 61 81 Ll 91 Sl b I E I 21 11 01 6 fr Z 19.•-.1•• fS-.--'- -Ib—i E Z 1 � IUInnluuluulunluuluulnuluul111111111II111II111I1111I1111III11I11lII1111�I1II�IIIII1111�111I11IIIIIIII!)IIIIIIIIIIIIIIIIIIIIIIIIIINIIIIllLlltl!IIIIIItt11IIIIlI11lIIIIIIIIIIIIIIIIIIIIlIllll�lllllllllllWllllll11111�WlllWllllllllllllllllllllll�lllI1111I11lIIIIIIIIWIIIII MAY 29 1990 DEAN WHITTER - - - - - - ------ --- -- - TENANT ISSUES AND REVISIONS W A CAWON BROV\N PERMIT 00 GENERAL NOTES LR LLJ - - - - - -- - - -t - - - - - - - - I i 444��E41 I L�4 .L I � I I i — - I I - _ 44-LE- ULL Mme__ HEALTH CLUB i N kZ Q a. J a 01 0cr. �I Z � � � w f0 CO R�'TON U.I � c - V Z io - _ sit - - _ W .J j ' I I I Z W' ' 1 _ _ - w O I ,J ; m 1 �n UL - - 41 L.1.! 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