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7300 SW WASHINGTON SQUARE ROAD WASHINGTON SQ. RD. 7300 1 OF 3 MEIER & FRANK 54-T Juns�ictiofn of C ° o _ r/- eve 4 - --0GENERAL PLAN CORRECTION LIST /d' r3 Based on 1985 Edition of the Uniform Building Cafe i1 N owner 17i.,4,-.41---. '*_,'- /`-LL it.. ..4C - Plan Check No.. 9-v7 -_C. Valuation__s�_ Job Address. Q-!cons .5 c� bide- • 4. 6E ` Use. City — Tye of Occupancy 2- ! t State r __ Construction 4.1-7" _Classification Total Allowable Floor Area A/a-- __..Sq. Ft. Stories Z- _ _-- Basis for Increase Floor Area: 1L1ce- _ Floor (Max.) , Sq. Ft. ill — . Floor (Total) Sq. Ft. Occupa'it Load ��1 So w `e) ( t f COMMENTS OR ASSUMPTIONS: .7edtcuigi±:L. _._ 4--1 a./ A.--4 L.,-- €2,te..ot-o "14.e..utA.- ,---/5c41..•-tA?_____4,Zgaseit, _Ale .1. Corrections/tacked below are to be made on plans bebre permit is issued. The approval d plans and specifications does not permit the violation of any section of the Budding Code or other city ordinance or state law. GENERAL Q 10. A fine-resistive� oo�ancY seQaras�on in oonlor�marx.�e �� Table No. -B and Section 503 is !,squired between j 1. Valuation should be S_ -_1__._— _ -hoax) �` 2. Show job address on plans. - ( _ -hour) 3. Gere name of person responsible ler plans. _ 11. Horizontal separations should be 4. Submit kitty dimensionedan suPPolled with a structural system having equivalent fine-resistive 'illplotPI protection. Section 503 (b) 5. Give all dimensions on plot plan. 12. The building is limited for stones — ( feet in height) as a Type AR A LIMITATIONS AND GENERAL structure. Section 507 and Table Pio. 5-D. OCCUPANCY RFOU1REMENTS --- -- 6. Ground elevations should be shown of comers d the I --I 14/ ------ _ i building and at changes in ground slope. The ground elevations should be taken at the hiest paint between i 13. A roomed from boot preparation or s1 in which a water doss( is located s houid be tfhe exterior wall and a point 5 feet out or at the property semape rooms by A line, if closer. Where the exterior wall is parallel to and 1 fight-fitting door. Section 510 i;a) ` l within 5 feet of a public sioewalk. alley or other public 1 _. way, the ground elevations should be the elevation of TYPE OF CONSTRUCTION the public way. The number of stones in this building _ - cannot be determined until these data are furnished. r- 14. 1 Roof coverings should be tins retardant Sections 1704 ' fi/A and 3202 (b) Details or specifications complying weh 7. The total floor area is limited to_ -- - Section 3203 (e) are required. square feet. Sections 505 and 506. 15 Exterior (court) walls within----___-_ _Mat of 8. Unobstructed yards of. _bet should ' proPerly lines should be of -____-hour constructioc be maintained on. --- - sides Section _03 (a) d the !wilding ler area purposes Section 506 �_ -- - .-...._.._. _�__ — - 16 tonings rn exterior (court) watts within -_._- - _-._._ 9 Provide details to show that boil area sepsis feet d property lines should be protected with throe bon walls will comply with Section 505 (e) fourths-how fire assemblies Section_._ . ,._.-..._03 (to (a) Extend vertically from the foundation to a point 30 inches above the roof. , il (b) Total width of all openings limited to 25 percent of 17 Usable spaces under the hist floor except m Grows0the wail length in the story under considerationDivision 3 and M Occupancies should he ion.10%p' s, (C) AN openings protected with fire assemblies having a required M Sscyron 1703 firs-resistive rating of one and one half (!brat) - - _ hours t 8 Fire-resistive construction kx structural Prams ole No 1• r 4 ) (d) Ducts through area separation wails should be in the exterior wolfs should comply with Foolnae N. avoided it allowed.duct penetrations should be pro- of Table No 17-A and Section See faded as required in Section 4306(p) Section 1702 for definition of structural frank Sheri No 1 of 4 SL.N a 111 183 aili y r.. Ler I fr '� r .,, 4 ..._.,._-,.FC, ..7.2.....d.----460-..,- _--. .._. ..r. _- -.---- .nq.,,i,,�,,.. .,.,.-..... .__ ._..,,.,.,..,. 1... _ 1 II .- a it 1 ) ili , i11i1ilil1 111IIIIlllllII 11111111TH ' llljlli ill � lli ilil1ll lll � ll � ll � + l i ll , llll l !.1Lll 1Illll1 hili l i i � lillli l�illlllil'� � Il � lll ' ili ll � llll lip ill l � � llll NOTE : I F THIS MICROFILMED 23t 41 5i 7 �L 1 Q 1 1 1 DRAWINGIS LESS CLEAR THAN _,__._._____-___ — _______ _. _.,-___-- _ _ __.__-- _ _� -,--.—___-- - ----.-----_-__ -_- _ ._-____--.- ----____-- THIS NOTICE i IT IS DUE TO ,__ THE QUALITY OF THE ORIGINAL rT ' _ -1- � DRAWING, rfli lei Z L Z Z S Z Zft :lF 1 OjZ s T T. � LI II I T S T � T T T 6 1 II L , y- 4 t E Z T , � 116 X . vJ UNE 1 -' '''Ir 9 1 9 9 0 li +Il1111 IIIIIIII1111 IIIIIIIIILIIIIIIIlliX111 ILII1II11111111 lllliIIII 1111 Hill!' IliiiIIIIIIIIIIIIIIlei 111If11II, .►ilI illi IIII IIiIIIII IIII IIIIIIIII IIIr IIII I1i1 I�II�IIII �IIIIIIIIIIIII1I1111IIIIIIIIIiIIIII� IIII,I ... . r , ,.,,, . . . . . .:.,:., . _„,....: iii,,_. ...„.... ... . , ._ . .,... .J. ... • ......-• - .._.. '._-_- ._ - ar-..... _. .......�. ... -........ '.. .....�.rr-.. ..DIY.. �,,,w�• .r. ... ANIMINIIIMMINIMEMIIIMIIIIIIIIIMIlk � SPECIAL OCCUPANCY REQUIREMENTS 19 A weather-resistive barrier should be applied to extenor Group A wails as specified in Section 1707 (a). 20 Enclosures for floor openings should comply with Table /id 35 A-3 Occupancies should de d one-hour fire-resistive No. 17-A, :lection 1706 Details should be provided to story. Section it located M a basement o+ above the t�rst dearly indicate this. story. 602 (b) ___ - • 21 Structural members carrying 36. A-2.1 Occupancies with an occupant load o1 1000 or ging masonry cx concrete walls more should be in Type I. II-F.R., II One-hour, til one. in buildings over ore storyin height should be protected hour or iV buildings.except that the roof framing system with minimum one-hour fre protection- Section 1708 for one-story porbons of buildings dII One-hour or Type III One-hour construction may be unprotected construction when such roof framing system is open to r- -- the room and does not contain concealed spaces Sec ton 602. 22 Nonabsorbent finish and backing for toilet room walls and - _ _ ---- floors should Conform welt Section 510(b). 37 Group A assembly rooms having an occupant bad of 1000 or more shall not be located in the basement ( 23 Shower stall walls should be finished with a hard, non- unless the basement is located in a building of Type I or absorbent surface to a height of 70 inches above the Ii-FR. construction. Section 602(b) Tne main entrance drain inlet. Section 510 (b). should front directly upon. or have a 20-loot-wide . access to, a public street at least 20 feet in width 24. Doors and panels of shower and bathtub enclosure Section 603. i should comply with Section 5406 (d) L. , ----- -- 38. Light and ventilation should comply with Section 605 25. Parapet walls not less than ince in blight are '-+------ .____ - required. Section 1709. 39. A one-hour fire-resistive occupancy separation is required between the boiler or central heating plant il 26. Eave overhangs and similar architecturalwhore the largest piece of fuel equipment exceeds should comply with Section 1710. Patrons 400,000 Btu per hor input and the rest of the building Section 608. - - - 40. Exterior openings for rooms containing a boiler or can 27. Projections beyond the exterior wall should conform tral heating plant should De protected with three with the loss restrictive of the following: fourths-hour fire-resistive assemblies that are fixed, (e) A point one-third the distance to the property line automatic or seH d located below openings in from an exterior wall. Section 504 (b). another story or II less than 10 feet horn other doors or (b)A point one-third the distance from an assumed I windows in the same building. Section 608. vertical plane located where fin-nrsiative protection j -- ot openings is first required due to location of proper- Group E !y. Sectioh 504 (b). El ) 41. I Atmospheric separations should comply with Section _�. / 802 (b). 28. Envelope ceilt s should satisfythe - ng condi.. 42 Use ofrooms should be clarified Note that rooms in to ns [Section 4303 (b) 61: Divisions 1 'and 2 Occupancies used for kindergarten. ( ) Should not be used to provide fire protection beams first or second grade pupils and Division 3 Occupancies and girders supporting move than one floor. shall not be located above the first story. Section 802 (c) (cColumns should be individually protected. fin) Duct and other openings are kheted 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. portions of the building by not less than a one-hour hre ' (e) Electrical outlet boxes should be of steel and not resistive occuper,.,y separation Section 802 (d) greater than 16 square inches in area. ' ` '� - 44. One required exit should front directly upon, or have a 29. Gypsum board, lath and plaster and similar ceilings in 20-foot-wide access to, a public street at least 20 feet in coniunction with lire-resistive assemblies should be width. Section 803 supported at intervals not exceeding 16 inches. ftorr►s 20�ash 25. Table No. 43-C. 45. Sanitary facilities should be provided in accordance 4 with Section 805. 30. Wood stripping or suspended wood systems for gyp- sum board, lath and piaster and similar ceilings should 46. Light and ventilation should comply with Section 80`, be not less than 2-inch nominal ttnsckness. Section 4704 (b). [Section 4703 (b) ler well stripping.) 47 A one-hour hour fire-resistive occupancy separation is required between the boiler or central heating plans 3 i Final partition layouts and details should be submitted where the largest piece of fuel equipment exceeds l/ prior to installation to iustify compliance with occupan- cy, 400,000 Btu iter hcx.�' input and the rest of the buitdrn,; 1 firs resistive, structural and exit requirements. Section 80t; i__(__ ___22. Justifying test data in conformance with Section 105 or Group I 0 an ICBO research report is required for_ - __ ____ V--- _ 48. Group I, Division 1 Occupancies should be of Ty;,e. I e. Nos in which rubbish (linen)chutes terminate should !r / V Rooms Type Il-F.R. construction unless complying with the be separated from the remainder of the building with a Exception in Section 100? (b) one-hour occupancy separation. Section 1706 (c) - ,- - - -- - - 49. Chose i, ()Anson 1 or 2 Occupancies :should be M on 34 Openings into rubbish and linen chutes and terminal hour hie resistive construction Tabs No 5 C rooms should not be located in exit cinders or stair ways. Section 1706 (c). _ II 50. Light and ventilation should comply with Section 1005 0 shoot No 2 as sheets 184II � .r 11.,a , ..� _ -- - .r.Per w- r. . ,4-ar .-� l 11111 ► Il + ili , 11111 , 1111111 111111 , 11 1111 1111111 1111111 1111111 1111111 1111111 1111111 111 [ 111 1111 11 1111111 11111 1 1 1 11. 1111111LLIII [ ,Ii III 1111111 1111111 1111111 1111111 NOTE . IF THIS MICROFILMED 1L ._ ? 3 4 5 6 7 �L _ - 10 11 1 ?LERN �- - --__ _. ___- __.�_ __._ __ _� _ _ - ------_�___-____ _. __ _ -- _--_--- _-- ___- _ THIS NOTICE , IT IS DUE TO THE ��NJALITY OF THE ORIGINAL - r __ ___ T_____- __�_.- __-- .-__-_-- �� __ _ ----- DRAWING. Z 8Z i Z 9�Z SZ Z Z Z IZ Z 6I t Lt i SI [ �: t � Zt It t 6 L 1y 14 f E Z t )i ra [H(1)1611111ii ., .,11 li,, 1lllt IIIIlIII IIII dill IIIIIIIII IIII IIII til! Illi 1111 ,IIIlillllllllrlllllllllill IIII IIIIIl111111tt �liillllllrrtl� llll lllllll11111.IIIII1111f11illlllllll till 1111 111 iII I11111111111IIllllllllll Il�l�lllll I I I �illll IiII.hlllllllllillllllll1ll1llllllil r JUNE 1 ..• r Illirpr _ _ -- .._ - - - - - - - - - _ _ _ 1 • �� . f ;t. A ore-hour Mrs-resistive occivancy separation Is 07 A one-hour lire-resistive occupancy separation Is required between the boiler or central heating plant NA f betK�e.n following morns and neat d n,. A / where the largest pieced fuel equipment exceeds bU` : !, 400.000 Btu oar hour Input and the:est of the building. (a) Storage or laundry rooms that are within a Group R. • Section 1008. Division 1 that are used in common by _ tenants. Section t b). rooms oo 52. Exterior for r>taktdng •boiler or con- (b) Rooms containing a a c»rwal heating Omni In tial •eatt aunt shoa!d be protected with three- a Group R. Division 1 Occupancy. wimp( where • fourths-hour Are-resistive assemblies that are fixed, such rooms contain equipment servingy one automatic or H located below openings in unit. Section 1212. . another gory or il less than 10 feet `rcxn other doors or windows in the same founding. Section i OOH. J68. Every dwelling unit and guest room shad have coin. _1--- _ - _ _ fort heating facilities as specified in Section 1211. Group B -- --- _. �- -- 69. Every dwelling unit and every guest room In a hotel or • 53. Motor vehicle service stations shook!be noncombus- lodging house used for sleeping purposes shall b• pro- Obis. fire-retardant treated mood or ons-hour fire-rests- vided with smoke detectors conforming with U.B C • �� d t�ve T02 b Standard No. 43-6 A smoke detector should be construction'. ( � Installed in the basement of dwelling units having a ` - - - - stairway which opens from the basement into the dweti- 54. Storage areas in excess of 1000 square feet in connec- ing. Such detector should be crxxnected to a sounding tin with wholesale or retail sales should be separated device or other detector to provide an alarm which Mr from the public areas by s one-hour fire-resistive occu- be audible in the sleeping area. Section 1210(a). pancy separation unless the building is equipped - - r _ throughout with an automatic sprinkler system. Section ' 702 (b). Group M r_ 55. Light and ventilation should comply with Section 705. 44( 70. Group M Division 1 Occupancies are limited to 1000 • • --- (3000) square feet in floor area and one story in height ' I V . Exhaust ventilation at or near floor level is required by Section 11('2 . / v Section 705. - --- 71. Garages should not open directly into a room used for - 57. A one-hour fire-resistive occupancy separation is sleeping purposes. Section 1104. required between a boiler room or central heating plant --.--. where the largest pieced fuel equipment exceeds 72. An approved noncombustible material or per 400.000 Btu per hour input and the req d the building. ing material is required for garage floor Ser SeG1i0n 706• tin 1105. a Groep R , ISt A; PrPup R.Division 1 Occupancy more than two stories Inh it or having more than 3000 square feet above EXtT REQUIREMENTS , 1 NAS the first story should be of one-hour cam- r -bodkin ftwough0c,r,except as Provided in Section 1705 f 73. An occupant load sign is required in classrooms. ;b)2. Section 1202 (b) assembly areas, etc., having an occupant load of more ' r than 50. Section 3302 (c). See 7'. 1 f mngrlaitiiral srued ha"ext.6°t(Sigelb r -- ' wsbxal ventilation)as specified in Section 1205 (a). • - E 74. Confom ring exits are required from the areas beioyw as -- specified to Section 3303 (a). 00. AAtichanicat ventilating system in bathrooms should A- --- - -- ppertcwide five*changes per hour directly to the outside. 75 Exits should have a minimum t�eparation d ons-hall the • Section 1205(aj• maximum overall diagonal of the building or area • ---- - served. Section 3303 (c 1 • _- : f31. Exterior from should not be - - ; oatsidetltcd�shw�g required light or ventilation 76. Rio point In the tuilding srh,ould be more hon 150 (200) since they do not open to a yard, court or street in "set from an exterior exit. horizontal exit, enclosed stave- ' accordance with Section 1205 (a). way or eocit passageway. measured in the dMectic+r. c •. - - travel. Section 3303 (d1. f2. Courts banded on box sides with walls should be as ---.-- - bast 10 feet In length. For courts more than Iwo stories 77. Exft door should swing in the direction of egress S� in height. Vie Q d width should be increased by 1Neet bon 3304 (b). See doorsloot and the ruked length by 2 lest for eat addrbona1 - --- - - story. Section 1206 (c) ._ - -.--___-- -- ___--_.. _ - Doubie-acting doors shall not be 63 Every r room below the fourth floor should have 78 1p1 locations Section 3304 (pusad as antes m. • Alkik atlarvt one or eocterior dol apprvvs�d for amen- � ger"-.) exit 0( moan. Section 1204 ---- -- L1._7 6 4 --- room should have the minimum ceding - 79 Exit doors should be operable from the wards wi tioci 1 height required an Section 1207 (a) the use of a key. specs. knowledge or eAort Sect*., _. __ -- 3304 (c). Note also that flush bolts or Burlaps (dols are '- 65. ______ room should have a mirwrrxim floor area prohibited d_ -- . square feet. Section 1207 (b) • - --- - - - - - - . . - __ _ ___�..---------------._--------- / t3(' Exit doors should t» a rnarwr*xxn sus d 3lerM a 41ewc N I et Efficiency dwelling ods ahourld aornpiy with Sectaon V inches with a door capable of opening o0 deprews 1209. Section 3304 lel -------- - -.... _ j %hof hio 3 offIShoeir 185 •-•• ,., .. .cove..,-- .... d `T.I►--, - ♦A yep . ,,! .1,- .,f, f Ir u, Alf M •' a i1, .y -rr'r - - _ *0 ,. , ........._,„,...„....‘%,.. 41111,11111/1/1.01.1111111111111111111111111111"11 M r --` y Lii , , , , , , , , , , , r , , , , , , , , , , , , , , , „ , , IIIIII ! , , , , , , � I , I , I , i III , I , I I � � , � � I III , , , , III I I IIIA , , IlI � I , I , I , I Ili , l I Ijl � l i I ` II , , I ,,,, l � i, ,il„I + � i , , l , i , Alli „ , , , , , , i I , I , , + I ^ NOTE . IF THIS MICROFILMED 1L_ _?L.__ 3 5 1 9 lu I 11 1_ - - ____ _-- - _ _ ---_-_ __ __ `--_-- THISNOT:CF IT IS DUE TO - THE QUALITY OF THE ORIGINAL -- T ----- -------- ----T E ' Z i bIL LZ 9Z 4IZ � Z Z jZ � Z I6j tILj I � II j t j I j j � j s g L�9 T ` E � Z Ij :AoreDRAWING. ►IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Ill111IIIII111111{1111IillIllllililllllli .11l, IIIIIIIIIIIIIIIIIIIINilIl1111ItilIIIIIil 1111 tiIIII1111IIIIIIIIIIIIill111111111 ►1llIIII1I11111111111111111111111 11111111i IIIIIIIII . 116 • eja 1 ,i, 1 990 .J , 1990 , • ... .,,..A. . r - I.• .S.-• -.. I r�r+rrr Aver. J• • • __-`T 'A t The ; dimension(clear nth) at should be 100 Openings in -science welts below or within 10 � - used in dNMmklkq axil widths tri �r+sd by Section /' // exterior stakways should be protected with sen- a 3303 (b). Section 3304 (e) In consideration d door / `� three-fourths-hour tire-resistive assemblies Section thicknesses, panic hardware, door swir►p. etc., the 3306 (I). required exit widths have not been kirettsdted. See door _ - 101. Enclosed usable spats under inienor stairways should 82.+ A floor ar landing not more Man to (1) kith below the be Protected on the enclosed side as required lot one- iiid hoer Ar►-reeistiw construction. Section 3306 (m). , threshold is required on each aide d an exit door. Section 3304 (h). 102Noncombustible exteriorstairs are required Section i . ------- 3306(n). 83. Doors should not project more than 7 Inches into the r _equired ridor width when fully opened one batt fnso the required wrri&r width or more than 103. Exterior stairs should not protect mho an arra (yards - position Section 3305 (d). _ when-� anyor or )whirr*wail openings must be protected edan n).I 84. Revolving (sliding) (overhead) doors are not permitted . 104. One as exit doors. Section 3304 (g). stakw.y should Wend to the root Sectror► 3306 85. Exiting through another room does not comply, except r . as provided for in Section 3303(e) 105. Sec-bot 6-Inch minimum headroom clearance by. stair- _ wets should be Indicated on plans. Section 3306 (p) 86. Note that this is from a plane tangent to the stauwey 1` )v� sshould ays)a minimum width o1 44 (36) poad mss. I / , 106. Ramp slopes should not exceed one foot in 57. Corridors serving nonambulatory persor;s should have beet. Section 3.307 (c).an 8-foot minimum width. Section 3321 (c) ---_-.___ 88• Dead ends d corridors and earl balconies ars iirrtited to 107. Surface d rams should be rougheneda of s,,p re�srstani 20 feet. Section 3305 (e). materials. Section 3,307 (g) 108. Stairweys should be enclosed as specified in Sectxx, 89. Walls and ceilings Of corridors should bed one-hour 3309. fire-resistive construction. Section 330'.r (g). An arch- ( ) One (two)-hour Are-resistive walls are required lecture' section through the corridor is neoessary to (b) On exit doors an allowed to open into exit determine how this le accomplished. r • --` (c) Doors ihOuld be labeled one (one and one- halt} s 90. Exterior exit balconies cannot project into an area I hour lire assembles. where protected openings aro required due b location (d) Exit enclosures should include a corridor on the __._ on Property. Section 3305(I)._..__ ground Soto�extending� miaow.tenor. Fly.•-ni_s • ould be required tor the exitc 91. interior openings info corridors Mould be protected es protected openings. Only out doors specified in Section 3305(h). aro into the open iQn9ot. ................... (e) M approved barrier is required at the ground Root to ?12. Stir r ti.y shoo d have a minimum width people tTOff1 aece0erualy ocxsAnu+ng !o the d level. Inches. Handrails should not project (1) Usable space is not allowed under the stairs ri incite that 31/2 inches into the required width cut each _ _ side. Trim should not proiect more than 1 cit t4 Indio, into - required width on each side. Section 3306 (b). _ _- -_ - 109. Al required exits from the building should be smoke 93. Risers on stairways should not be less titan 4 inches nor proof enclosures complying with Sec'rvon 3310 =than 7 and,uns should not be lass than 11 inches 110. Opening,. into exit s less than 10wisb r 3306 (c) Section protected with labeled 45- shute fire assembles '-" 3311 (d). Also see 'exit court- defrn t on in 94. Landings on stairways should have a dimension in the Section 3301 (b). Openings mon than 10 feet above the .. direction of trawl equal to the width of the stairway but court flexr are eocertrtpl. - need not exceed 44 inches for stairs having a straight run. o - $ Section 3306 (g). - 111 NO openktgys other than requinid arab are pemnrtter7 a, • exfl pasaapeways. The passaQew�ays shouia be or 95 Doors swinging over sand igs and 'he fully open pte• -dour Ike-resistive canstruc0on Section 33 t 1 bon shall not reduce the required dimension by more Ma,i (a). 7 inches. When a landing serves an occupant load of 50 - • • or more, dcxxs in any position 'halt not reduce the re- 112. Exit llhurminadiort andsigns - -- -- I Section o to(fleas than ono !?A n of itsrequired). brTnance with Sexton 3313 should331:�twg1W m cYx, 44- 96 Basement portion of stairways should have an • 113. Aisle(cross aim) in ac�ditoi'urn w�ouwd have a minims,,96 approved barrier where continuous to upper floors to a► width of Section 3315 (b Section 3.� I e exit enclosure. Section 3306 (h). -- ------ --------- - - - -_-- -__- _ _ lo 1 14. Peat hardware MI re/�rrred on exit doors liR•ui, 97. Vertical distances between stairv►ey landings ars ivy,- A Occupancies Sections 3317 (dl and 3315 i w in !�., lied to l 2 feet. Section 3,' 06 (i) of this, doors shall have no locks cv fan NI• 98 Handrails should be placed not less than 30 inches root 115 Main and side exits in cvnkxmarw.,e »stn Se.t►.v� -t.s more than 34 itches above the tread Section 3306 U) are required" A. Dtvessor` 2 (: t ) f ► �Zx.Kv,, Two handrails ars required when• stairways exceed 44 cies Section 3318 {a inches in width. - -- -- _ - --- _ 118. Corridors . riroup E Occupy saes ah.,akt raw a wn� ' 99. Guardrails lot stairs, balconies and landings should required by Section 3.34? s 2 fret out ray ►.s• mar i-- 99. aonbnn wf7t Socticxt 1711. Note that max lnwm dear _ feet. Section 3319 (e� once between intermediate rails is 6 inches _ -_ - -- Sheet 14o 4daShoot, 186 1 ,. .MIIIIIIIIIMIIIIIIIIIIPIPIIINIIMIIIIRIPIIIII ' • 1111.0 Ilk:. •0111101PP--- •- .44.4410041111111111111111116rk, 4110"41111010' •ArlialllOgaihi.. .airkilidliat Allimillifillaate011.11.6. . w AM ‘* ..� .. _� _ _ • Ir r 1117111111 ` ' l ..i i iiiIsly iiiii i i � i iii Ali iiiIiiif � � � i iiiIiii ililili iiiIels ilililirilliTITI,ILIITITITHITIIIIIIiiiiiiiititiTITITI " ITITITITHI6 . : I - I E 9 1 11 1NOTE : I F THIS MICROFILMED 2 3 4 5 2j . DRAWING IS LESS CLEAR THAN ---T---- --- --'--- - --- - - _ -- - . _- _HIS NOTICE , IT IS DUE TO -_ - --_ - _ - _ . r�THE QUALITY OF THE ORIGINAL DRAWING. O£ 6Z 8 LZ IZ lZ Z �Z IZ lZ 6T ( I LT ni ji t 1' i lI II I 6 ill _ L - 19 9P E IZ -_ I , l � . ,IIIIIIIII.IIIIII�IIIIIIililllill11IIIllllll11IIIIllllllllllllllllllllllllll,Ilffill � lllltllllllllllllltt itllI IIII !IIIII I'll IIII I�Illin III! IIIIiIII IIIIIIIIIII IIIl IIII ,IIIIIIIIIIIIIIIiI►illlll !III Ifll 11I! Ilii IIIIIIIIIIit IIi� IIlllll I I WASHINGTON SQ. RD 7300 2 OF 3 MEIER & FRANK 54-T i stairs. � ey - 136. Buildings six stories or more in height should be pro- ' . 11r. Exit stairs seMng an occupant bad of more than 100 in a vxded with not less than one standpipe during con- 'K',n I a Group E Occupancy should have a minimum dear struction. Section 3806 (b); width 5 feet. Section 3319 (g). - ' - 137. Automatic sprinkler system plans should be submitted 119. Every room with an dant load exceeding 300 in a to determine comp. .ice with applicable building. ,, Group E Occupancy should have one of its exits into a A /i plumbing and fire a..,J63 separate exit system. Section 3319(b). - - 120. When three or more exits areen twoa eQuMsd in a Group E FIREPLACES AND CHIMNEYS Occupairk)the suttee exit sys.no more tem. Sectionu�1i3319(b).red exits should exit 4it 3705nnandys37sho0cam*uld camwith Sctions 3703, 3704, J 138. 1 t,,hlr 121. more 5 feet toaanexriiooJ nt in a room should be , I rridorr enclosed stairway139. Fireplaces and barbecues should comply with Section or exterior of the building. Section 3319(c)- 1 3707. 122. Exiting through adjoining moms in a Group E O.xupan- ----- - cy should comply rith Section 3319 (d). FINISH WORK T Th ! 140. i interior wall and ceilingfinishes should be specified 123. Panic hardware is required on exit doors serving rooms with Table No. 42-8 and Section 4203 50 or more occupants and in corndors of comp' Group E epancies. Section 3319(j) -- 141. Gypsum wallboard (interior lath and plaster) cannot be 124. AN rewind exterior exit doors in a Group I Occupancy NA insulted on weather-exposed surfaces. Sections 4705. shall open in direction exit travel. Section 3321 (a). 4711 . See Section 424 for definition of weather iexposed surface. 125. Doors from bedrooms and wards of Group I Occupan- 142. Skylights should comply with Chapter 34. Plastic cies and all exit openings where nonambulatory his are allowed onlyunder conditions � patients are housed should e a minimum clear widthspecified K' of 44 inches. No pro}ections in this width are allowed. Sect1on 5207. ' 1 Section 3321 (b). . - 143. Glass and glazing should comply with Chapter 54. Type I126. Panic hardware is n�uired on exit doors serving more and thickness d glee- should Lis specified. thanI �l0 atch ��p I�Ooaipancies unless there • 144. Glass and lar ' _ 1 glazing subf eci to human impact should FLOOR, ROOF CONSTRUCTION.COVERING, SKYLIGHTS, • - _ comply with 5ec�ion S�t06 ROOF STRUCTURES - STRUCTURAL A X127. Db provided 4e ng floor tion 1516 (1) 4 A shall 145. ' Pformed d oombustibls construction. �� assembly Special inspection h oonbrmanaa with Section 306 is - (VQ 1 128. • • . • • • • as specified in Section 2516 (f) 4 B shall 146. Soil classification in conbru nanc iola with Vi4o. 29-8 be • • . • within attics. mansards, overhangs and and pounds per square foot soil bearing 1 aim lar concealed spaces formed of crimbustibla yak* used in shoved design sld be specified on piens construction. Section 2905. 129. Roof dr should be conducted under the public 147. The foc ndation ve anon menteonec Niplans drainage pu Kwestey report sldewatk Section 3207 (e) was not included in data forwarded to us. ft should be - - .- _...__ __ subrrutted br review. 130. Overflow drains having the same size as roof drains and • on independent drain lines are required. M iie*j of this. 148. All masonry or concrete elements resisting seismic overflow scuppers three times the size of roof drains forces should pusJify as reinbrced elements. Seco should be installed In parapet walls. Overflow system 2312 (j) 2 B. should have inlets located 2 inches above the low points ` of the roof. Section 32C7 (c). 149. Precast concrete wall panels should be justified ON compliance with Section 2616 (c). 131. The aggregate area of penthouses and other roof struc- tuxes cannot exceed 331/2 percent of the supporting root 15e. Wood rnermbers may support bads from masonry of area. Section 3601(b). concrete only under the conditions specified in Section ^-_-- -- 2515 (a). AUTOMATIC SPRINKLER SYSTEM . - -- � � �� 151. Structural ral caeculat�ns should be subrrnte�7 to limit 132. An approved automatic sprinkler system in the �" the adequacy d the structural system in resisting se's ,f b required. Section 3PO2 This includes blind mic and wind loads. and supporting des' and M.r /1-11+_. spaces enclosed wholly or partly by combustible bads This includes bunlahons --.- 152 Justifying caicuiabcxu and dets►ks stxxi'd be pn�mak•. art 133. Class I or III standpipes er egwred in spnnklere•d build lir _�_-___. lags four cx more stones in hesght Table No 38-A __ . _- r - --- Ait-, 134 Class H standpipes are required as specified in Table 153 Roofs smell be desired kx snots, loads d No. 38-A. pounds per square loot Section 2305 Id) Skeet No. t<et ti Meets 1e7 -- ,... ....-.... • - , - Irl .. -. ;4 • .'fa"' •f . 1, 0 ."ft It ." .4 v ,. r W.�...�. -• - _.. _ ,., I .. II t .4. I •^.,. M IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII liIIIIl IIIIIII IIIIIIl IIIIIII ilii IIIIIII iliIli IIIIII il ! � i i i i ili ' ili , i �i � � l � {i ` ilili iI Ii1 IIIIIi IIIIIII IIIIIII NOTE : IF THIS MICROFILMED 1 2 5 J 10 111 1 12 '7 1 _ - v DRAWING IS LESS CLEAR THAN 4------.. __ __ _---_-_ --_--�----____--- ___-- ___-- , -_- __----- _ _.__,. - _ __ THIS NOTICE , IT ISDUF TO _ THE QUALITY OF THE ORIGINAL _- ' _- , ____ori.- - __. - ____ DRAWING. E Z 8Z LZ 9�Z SZ Z E'311111111131111 I Z IZt t Li I Sl i EI 1t - it Qt 6 B 8 SZ ► E Z IIw ea i � . I � I �IIII I16 ill( ll�l ill! Iill IIII Iill IIIIIIIIIIIIIillllt IIII IIII IIII VIII III. I,IIlillIIIc ilii 111 11111111 1111►I1,,111111 illi Ilii II(I IIII I1i11111. I'M lllllllll i II IIII IIII Ilii illi ilii 1111 1111 ll(I.1/11111111111111111111111101111 111111111111111111111111 illi IIIIX ,. eir uNE 1 ... ) 1 9 9 0 I ... 1.. _law ,.....z...........4 ; __ - 5-- _ __ __ ___ - -• • - _ ... I154. The roof sh uki be designed tor upltlt wind pressures 186. %folding data or detains for steel dodging us-io as • dia• With due oonsideradon tor lateral support of compres- sion ptxagm should be provided. lnlomtiat,ort she uW cxx„pty - Al flanges of flexural members. with a specific ICBG evaluation report or test data submit- ted in oompkanc*with Section 105 155. Floor load shield consider a 20 pound-per-square-bot - __ ____ - _ psrtttion load. Section 2304•(d) 167. Details should be provided on roof (floor) (Mph/awn --- corrections that kidlcate how the shears arra trans- 1 tluees (arresidential balconies) toned to verticalshould be designed shouldbe resisting elements. Conr►ections ix a 80 -per-squar►-bot Ivo bad. Table No. 23- h with structural calculations tor corn - shear- i A. planar aliow�We values. 188. NaNk for board (lath, sheathing board) used 157. Garages lar the storage d privateaf>lu+t►care sha,lf aly on shear welts should be specified ed corn- ed for a rntnkin 2OOpbotx�d wheel bad. Section O (c), ply with Table No. 47-1. _ _--__-- 158. LM bad should with Sec ort2306. 109. Shear wells utilizing gypsum board (lath. sheathing _ board) cannot be used to resist loads imposed by masonry concrete wells. Footnote 1, Table No. 47-1. 159. Glued-laminated lumber should be fabricated In aocor- _J dance with Section 2511 (f). 170. Rai s should be designed to wrth.suand a 20- (50-) r -toot horizontal force. Table No. 23-B 160. Allowable stress in glued-laminated members over 12 , l Inches kr depth should consider a depth reduction far.- 171. Ceiling framing should be designed for a Mv�s bad da ri tot. Section 2511 (d) 5. less than 10(2O) pounds per square toot Table No 23- --161. Bolted connections exposed to the weather ars lirnttord �' B. to 75 percent Of he allowable bad under protected 172' 72 lnt•nor partitions should tie jusUhed structur•Ily for n • conditions. Where always wet, the aliowtble load shall be 67 percent of the allowable load under protected sirs th and deflection certerie specIf ed in Sectio conditions. U.B.C. Standard No. 25-17, Table No. `309 b) 25-17-S. - _________._ -__ I , I-_ 173. -_- shouid comply 162. Anchor ge of concrete and masonry walls should corn- ,{ with a specific ICBG ev8luetKxr reportor lustrfyxng test ply with ?310. `i data should be submitted in compliance with Section 1^5 163. Pyshould wood grades conform with Table No. 25-B. c ► 174. Plans should Indicate that foundations extend below the frost line. • 164. Justification is requited that sufficient slope or camber is available to ssure adequate roof drainage after long- time deflections. In lieu qt alis roots must be designed 175. the complete specifications in oontormanoe with p for possible ponding of water. mon 2305(4. t _ 165. Details on sting method and fwdwtins along with justifying data are required on prestressed concrete work.This data should be submitted and tendons ppr /soPriori to ortierinq of material. Note that ail should comply with Section 4303 (c) 3 for lira-resistive L purposes. Additional Corrections: 0 0 willc w1M T>"see sheets an a part d the plans and shah remain attached thereto Corrections d above indicated be 111 ) Fir.w 1 wnd approved (SQ^ Hwy) ( vt,.• r ►.+w p er r.• Data ___-__--- _- _- -- -- -___ ----- Checked bar 1 - Do. 2 - a z?. -E_7 ___ .. . rMrvnaac ,..o sn..e No. s el•ewerle 1188 111 % 11111111 ' ` y _ , � r ..�' IIlI1I1Ilc1c i111 ) 1c , � cllll lIcIcIc clllcl , cIcIcIi cIcI � Ic cIcIc � c cIc cIiIcIc chi 1IcIi ! iIc c ! ! Ic c c c � � iE1iiiIiI � ,� JIiIIiIiI � I1c � i cIiIc1i ' milli • ,. _ _ .4,.. , 1_ NOTE : IF THIS MICROFILMED 1 2[ 3 4 I 101112 . 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I r _ ' • /,' T-- „„.. dWi V1,41:v.,,s, w -- At,. i _..j r♦f� !ti'Y'TaMS M�ritot.a _♦, "�y'1 \ `_--- _ �.,` .. - r`i✓aa� > Q I I, ,I 1 C�4 1 l7 tR ++ coicc - _1/4 �._ r.l ,t 11111111P ,. 41; ,a _;_5,..044 &1-c.,• i o 41. t` FIXTURE PLAN / FLOORCOVERING PLAN W HIGHWALL PLAN / ELECTRICAL PL-AN LIGHTING PLAN / AREA COLOR PLAN FLOORCt7V1�lG nfA1�S -` _ .-_ LUMINAIRE SCHEDULE Tips Cur fete ,en„-,•, leownted �ttandes_ent ro•,nd beet • ELE�TI3IC�►l._l,rEGENQAi_1�1Q�'ES ___-_ __- __- - cylindrical accentllgnt, matte white prime esterlor finish _ _� --- - field painted to *etch calling color _.r._.�� �' sfyejl►j� �'a faprylite Pao ;pmt I;UV (9UfaR)g/CA►,ap) Iry ...•.aa G ,F•E'r a \ 1 !' ` (� � .U� bONi-1 m-.-_-_,-,:::-,..ft ELECTRICAL LEGEND TYPE A Sylvania , u Ixi1•�N cdo t_-+ C.iCTRICAL NOTES �, G.E. 90N Witt IIliar PAR kW. L2011 (NPN0IP1I1I11 -a ��` J Sax in raft. Haight a• twtad. I ' c \ Recessed 2• x 2' two lamp, nine cell fluorescent, T�f� p ( 1 -1 Single strip fluorescent llthc. a Rt,tsild inCandtcctnt adjustable arctntllynr 'Jrtliru tArl _ `✓ �E♦ CICS 1. All flex conduct for stri I1 htin shall come � 1 seml-sneculer clear anodired aluminurs norsinal ]' deep nQ, p ��r,ypI�-�, -•O..a�ixl�Tii yw� J {ox •Dove cefltnl with 2." flax •adult r { { � � � setaf�specular Clear Aitak Cone flet whit! metal trim rt mg i i.Lt , , 'lift`,,i1 , Ile, . 1,Mi kilo ri1 t ( Two fluorescent lights single atop. •t paint o[ cannw,tlon. eco. ^J^-Sox and out of call as close t• atop parabolic baffles grid type for far it ceiling installation. •ro lighting as possible. No conduit ■hall be exposed to selling arra. o"'•••s•"M L -•� ,� fluorescent lights in flatters work by P C., • Verticat fluorescent Illht by I.C. l . to ��~'�•• �i 1500 Quartz PAR Slvt 120V i]150VAp)f1t') L final hookup by B.C.C. Final hookup by S.R.C. 2. All showcases, bacecases, cash wraps, etc., FE Nit/U/6,WM (Warm White) (Watt Miser) 1 ' ' p O Duplex convenience outlet In fixture work LS Lov vol ole light by I.C. incl ho • chaff be pre-wired to oallast and J"-Boxes TMI♦` L Ll , A by P.C., final hookup by I.C.C. f`t by S.L.C. P (by Fixture Contractor, as par local code. All intercase and final connections by S.E.C. �� Cash wrap vsth P.0.5. and Telephone floor T dor voltage transformer b. I.C. final 14 Srrface/CsnO plug e,tunte,l low voltage acten 1 ht -1tA ,.__E...1 1d. A.F.F. - Above Finished Floor nr D y W 7 iouclete and electrleal hookupb S.t C. transformer for remote mounting in telling, 6-way per, doors M ~ �j .4'‘ U.O.N. - Unless Otherwise Noted T B '- F CC E• Flout outlet for showcase and backraae,. a {.E.C. - Building Electrical Contractor �. All exposed surfaces, including barn doors, to be fintsnpd - -s-- -X�_.Q� (�1 ® flu sold furnished and Installed by {.[ C., F.C. - Fixture Contractor mere55ld Inc andesr w,t dowel fight for thio-w tr lnq, \ `� BIKk, canopy plug to De white. - rY,,, Q �rr.1 height and un-center dimensions le as noted. (��i1iEA�J.- ilrwr duplex convenience outlet. a. If existing �'It-sem) semi-Spicular champagne gold Alrak reflector/cone, flat white amp• ...=fi� =!�j 5`C _ Cub wrap with (21 P.0 S. sed 111 telephone g power can be utilized, verify yir!, metal trim rim cl {[Y�� P owner's field representative for senor q• �t {/ I iEfilliiril'. (� Floor outlet foe' telephcns. ontoutletssadelectricalad ust■ents in fixturing. �,�,•,�• 4 D SDOt lit Eli) //� ��'rtUfy �/ 1 oww..we b�, ]5N Ouartt AR-16 Marrow Strt ( VJ 2 �`r ® Fluor outlet for x.0.5. Fluor outlet for T.Y. antenna. S. All electrical power r• IQ�'1't� - _ rr� rote, Antenna requires URF, vNF, P„ and requirements shown are $oft Whit! A 21 120V (200 AN-I) 1// Wall duplex convenience outlet •!"-R" ® CAtV. verity exact requirements for new. T' '� J/ _ lgc rr-E L Track mounted lntandffrent round Back ,r1Indr1r4t (/4) j_ horizontal 7.7 A.F.r U.U.N. with owner. 6. Abandon'all electrical outlets not re-used, ettlntllght, integral 12 Volt solid pate tr'anttnrwe• V a -� ~_ -__1- _______9__ 14 wall outlet for telephone a2" horirontal installed with antenna furnished and coordinate with Owner's representative and Slml 9 S Nhl�Ltarinr 11,E �• A ► ■., U.O.N. installed by a C C. Height and on-center Floorcoverinl Contractor. �c '���� dimensions 48 noted. ', W,,eT. ","_a°„' and electrical power sources TYPICAL HIGHWALL SCHEMATIC SECTIONS �„ C� �i Where J" vales and a partially damowerlsourc 4 Electric.l Contractor to verify existing , locations for re-use as required. All new conduit to be tot,cealed. r, s L .as,�tA +�- i_______771., ,,..,.,„.e �C� L HIGHWALL LEGEND DETAILS & NOTES M�•1>'Ry.111.1 � � ...LT._ -- r •ll.r Aaev. J. 1111 1.Io1! (._. 4 _ _ - ♦ r , - . - fhOIR(1{4 9ralWul.t) TTIKAI MNM�/tt l/alfloN101e• •6RMAfl fMMrAlI *OTOS t .OQ 6i-� t t II ,I 1 \• \..\j /i/`- /, // ' f -� - __ l I __ vii ill • i r .- �. ort ` 1v -- i I I ►aoV+Ot uncle,Aa ♦ i ♦ / i 15 �_ eft = 11 II ' R�tsz�T°;a "' ��♦ I ‘.i// ( ‘♦\/'I' /: I g._,- . j • ii • II „I.,. ,,••• wgttivto \\,,-r-./- � t• 'i�`�\ /��,a // '1uMl4+ctc 5.LNp�RO oR _ - - 6. w... I II 111 rC `� ro. Y 411111'111-^ Gdt M �v w _ _ _ ,,,� 1. u o I - muss ',Militia MOTTO i j_....._ ;,t •t0r crILMNaIL \ ' (M� \'' 1ODllA _l _ 1NNf{►�p GBP.t�d1 _s e ` �M4 :37G_ ��� 2. ALL O�LIf2u[ AWLS M/111 All '.� i i / I ``-' �C'Lwt>N�� -- VIIIA iri�ri oa /S DRr'w tL At •S u o r 11 1 I 1I Mt�A1 +n Irk 1 1 dfE`ciNw S VIIIA ►, t _ ._ t , • -. -. t l t.,rvoaln o. \ Rtta?0 Fitt DR f1•�trt leta • m d ,� 1 a c•ilrwit ( ` - ��1� • d t 3 `t oa►nDcf►A�Iro WILL St ]'-a a • . ! f:- © i-1 I t1T�AiL 1 Y iJJ .ildWAC1l At [ACR LSO U 0 r 1 O, n .__ SIH . Os [QUALLT !►AC[D ►tt TYPICAL DL�MtlOfaf j _t •r r+ w s z _ -1 1 we_ �w ' ""<' AMD LAM _ 0 • Z 4 L i - ". _ ' at �f,. A ALL COIftTIUC't1a luAU- C010LY WITI Y� Q M li A F1 ♦ / _� _- P. ALL[IIMICTE ASO COOLS ILYAI WILDING AaM xr� O N 1p -9rN11>`R• ' / / 14-1'..0 9 ALL HALL STANDARDS At lilt AMD LLlCT111+ '1_7- - - ------ \ ♦ /D�]ri1N44 To SI.14 �• Al SCUD OM NICMMALL ►1�1M d ' ) I ` V{Pity tbcaw -. + 0 ( �lok / �(siLn 4 tart y4i{ ( ALL NEW WALL COMITRUCT1OW ADJACUTI i I I M^R''l T�I 3 0.O c / iwlr GOR -�- r-., TO METING{TING {TOt[ LOOM ALIAS To 1 ♦�Ir �a \ ] NAV! GYPSUM {:AIID AT IALZI AItA L coy {IDI OILY I \K 6) - ' ��o�l[o , SYMBOL Lla1MMM T ALL 000tif TO OR l'xr' ultlrtS OTNc11Y1{t ' ► •- -- Y I mTOM tr 2f. MOTTO . 1 ol, I 1 o b ALL GYP MAID collo FILERS TO K i • L-; 1.........4,-...."............./ -- . it t yr�Tl� '��}l .� Klattten. 2'•o' SQUARE TIPICAI. UMl.Elf UNE SLICE (/ \) ( 4I 1'.••y.,.[I. i - ;now off NUTco V O fib/�_! �" i TO 444411 Kitt I ,4464 ■r�] w...tsrsan Aa KT•a NM»rw.1r______Tlrs III 17R r'lJLI.(' 1 '1 ALL END AND DIVIDER FIND TO {t TT•e••a sate e•••~•`^•'"s ♦ ( PAOTns•w teem .a...K tar.... ]' -O" DEEP TYPICAL. l1L[f1 OTN[i11f[ et 84 t•MUM e.worwocna. ...r..I1S D...1fI. 6 j �F K I - : t .... r•.wa SOT LO ; 11A G , x•1,111014. VrISJ► - '..Toff '-jF" ia ♦ sa•TTTSM NTN ara�Aar••est MOMMtY �'.c ioc' e w DI{G. t ti • for (Illy I I - -t-- T'47 a IS 11 W FIN r) - -� errn►rw ems eTuraese III esr• • '''...-ii.. d tit loo DL►•1 iMK •rlctt 1µ9t 6�D1PItiJAII co►,Tt � ...� t ^�^ - _-_ - 1.%� iii -- ----- r `JLILA.&6 rL .A eAnr►rtr•v au.Wwfw r q, HELtiNw 1 tilJr co Fal a•T&O. t+/•••0 < ` 1,....... 0I I, I TI►MWMfI / Vas (J fblt_AR +JI fl-- 111 �I (1144 1 c( ■!!E� ►airman•wTw•T.�r w rrwl 11-G - �.-��\ (� Et(ISTINaii fli h ■ _ ( 114 1tb t,54I teenuetMa.r•rTatt U 0 `_,_f Ili,. r * Will -- '�F , t nip 1 s� tit c, ._ -.. _ I '= • l / t e J 1 IT I H----4 „r■rex as .I aar•w OW* ♦ l / + / ( i tN GON+• to 6' DRrb/`LL • 0, - -'-_t L 11 _ I .�,QrA'OM'upfl I s n. t/ M►Ntc�bi� �I I I �M1,c i�� (�11t ��TO -I; wow sir* pc� 1 G 'r1I�U_5 vu J y , • ,„ t I • « rx a•• t t 0 1K •' ?i 1 tet Olt. 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