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10500 SW CASCADE AVENUE-1
AI + J r 7 ,I-4 4{ J ' / , 1i� 11 ,.:i - 11 i • 1 it I 1 e CI : ' ' t ; ' '.; ) rYI S i' . kki(� Au l ►.) , /.) tis>1 '1" A w ,, g _ _ _----- - -- 1 Lia&6 or tAitir) . ,_ -5-4riv&t.2 4 v_-A A) o vF) r l 4)6 Az-zd .e4)2X/A 16 LA v 6 or mt-c..,7'S ' ..Ti.!t-__je... 1.044) I iti6 itis,,,) (- gv? 'S - � 4,t/z-1-- AS tbiz,' 0 c-' . T'7 .1 r 7//. _ef 7_ 51-A0V11217 ,$1.4" .rte lin' ,coo - 10,0('v if q , ...111.1... . _ ......m............_,........ • VI BUILDiNG LI). ._�FYI• Q : OREGONNTS • , MACKENZ . . iEt ASSOCl/ ______ __. ______4 . . ARCHITECTS. E�IGI� TE1. FLAH � 0680 S. W. BANCROFTT S ., a. phone 603 224 • 4: 01411/111111111111111011111111.0111POMMIPMMIMINIMOMMINNIMPINIMialiiii..1110.1.1.6111WO. ' WIMPISOMMIll=" '',:- " ., ' . . .. - . --1144000c-:- '-.'""41 %*4"----440t....44.0-....„41010*'7,-11MallikailriM"f4tolk •. --; lin ',7-1,,,..,,,,,, -- __,...,,, , , • a . ,41MOMMIIIIIMI' . arTIMINMAIMPIIII1r0.0106$11, 1. /' � IA ,r x 41 11;1111 [111 i1 � � 1i � li ! i �1i { ii ! iiIi_i � ! ii ! iIi ! IiIii � IiIiIiiIiir � � iiI � 1i1i1 li , iIl ( iiiiIii1iliiliIiiI,. . iii � , li ;� iIi � � i � lli � ili1 � , ilil ! > > ! iI iliililIli 4 ' , ' 91_ 10 i 1 12 ,Li.' '3''' .. s NOTE : IF THIS MICROFILMED 1 2 « 1 - DRAWING IS LESS CLEAR THAN y - THIS NOTICE, IT IS DUE TO ----- -- - -� THE QUALITY OF THE ORIGINAL 0 6I irt L T 'l r I S I I 110iI 6 T$ L 9 4 1► E Z I ,�� l� 1 E Z �Z - LZ Z 4Z Z � Z i Z lILDRAWING. ,) �� � 1 � ���� � �! � � III I � Ill I!'1 !1 ,.. .1111 11111111 1111 fill 1111 1111 Illl.11il 1111 IIII 111111111111111111111111111 illi ilii C, h.1 . •. { 1111 {{I��� ,�, I II!I 1111►I�,I IIII 11111.11 !� 1111111111,IIl1:11 I . , . IIII IIIIIIIII 111111111IIIIII{iIII►�IIfIIIIliIfflll) III) I{Iliill111111�1{ IIIIIlii1111I1i! IIII III I , j ?.: . . . A ,. ) ± . I .4 .' toj: NE + 1 i I l h • 4 • 1J I b. 45 „ i Jurivgjiction of •' '` !ii . . . , f1 LIST GENERAL PLAN CORRECTION Based on 1985 Edition of the Uniform Building Code f - / X �_ V,aluation 1 �J f'� 11) Owner. "1, r• ' – ._.�. C 4-i Li r Plan Check IVo._' _.._ Job Address 10.:(.1"1-5- ..) . .v G1,. s r.el, a ,e.. r-t L. e-• Use. i'* -- �' 7-e` '`-�`X7 _--` Type of Occupancy •,;L,, State Construction "�` f Classification Total Allowable Floor Area 41 -- Sq.____ Ft. Stories l"--- . / - Basis for Increase Floor Area: '' 1_ Floor (Max.) rt--- -- Sq. Ft. Floor (Total) •_ __-Sq. Ft. Occupant Lopid. - 1 COMMENTS OR ASSUMPTIONS: , ca ( - — Cr Y n v • ./1-Z10- - f ----. Corrections checked below are to be made on plans before permit is issued. The approval of plans and specifications does not permit the violation of any section of the Building Code cx other city ordinance or state law. GENERAL - 10. A fire-resistive occupancy separation in conformance l/A with Table No. 5-B and Section 503 is required between 1. Valuation should be $ ____ 1`� • . the �=---- -hour) _..� t -hour) " �, /, 2. Show job address on plans. �� 1 -hour) . ill ----- ,� 3. Give name of person responsible for plans. 11. Horizontal occupancy separations should be supported . -.... with a structural system having equivalent fire-resistive 4. Submit fully dimensioned plot plan. protection. Section 503 (b) • 5. Give all dimensions on plot plan. 12. Th!r building is limited to stories 1 e:', - feet in height) as a Type_ - AREA LIMITATIONS AND GENERAL structure. Section 507 and able No. 5-D. OCCUPANCY REQUIREMENTS _ 6. Ground elevations should be shown at corners of building and at changes in ground Slope. The ground elevations should be taken at the lowest point between 13. A room in which a water closet is located should be • the exterior wall and a point 5 feet out or at tt'e property separated from food preparation or storage rooms by a `'- line, if closer. Where the exterior wall is parallel to and tight-fitting door. Section 510(a). within 5 feet of a public sidewalk, alley ;lir other public way, the ground elevations should b e na elevation of TYPE OF CONSTRUCTION • the public way. The number of stories in this building cannot be determined unto these data are furnished. 14. Roof wrings should be fire retardant. Sections 1704 : -1-...,—. j�;0_. and 3202 (b). Details or specifications complying with #.. > 7. The total floor area is limited to - Section 3203 (e)are required. square feet. Sections 505 and 506. 15. Exterior(court)walls within_., feet of 8. Unobstructed yards of— _feet should rty lines should be of -hour construction. • be maintained on __ sides _ 03 (a). of the building for area purposes. Section 506. ___. 7 16. Openings in exterior (court)walls within g. Provide details to Show that -hour area separa- feet ol property lines should be protected with three ' lion walls will comply with S.ction 505(e). berths-hour fire assemblies. Section 03 (b). I (a) Extend vertically from the fourvjation to a point 30 - inches above the root. 17. Usable under the first floor except in Groups R, (b) Total width of aH openings limiter: !A 25 percent ofD M Occupancies should be enclosed as I t the wall length in the story under consideration. regained in Section 1703. - I (c) All openings protected with fire assemblies having a fire-resistive rating of one and one-half (three) '-1 g Fire-resistive constructionconstructionfor structural frame elements 111' hours. (d) Ducts through area separation walls should be in the exterior walls should comply with Footnote No 1 avoided. N allowed,duct penetrations should be pro- ofTable No. 17•A and Section See tested as required in Section 4306(j). Section 1702 for definition of structural frame. • I Sheet No.1 ot i Stets 183 > wI • � � ' r f Illili ilil � I � � il � llli : lilllI1IcI 1l _I < I < ili IIiIi fI � l � � II 1 iIiiIi Ili � l il , iii il1 iii iii iliiil1 iiiIi ii il � III Ali il1 1 . iii1111 .1i14111•141, i > > � iEliIijiiiiifilll 1:. i [.., • • _ 1 41 ' 1 10 111 I 121 21 31 9 _ • DRAWING IS LES CL _ _ L THIS NOTICE , IT IS DUE TO - -- - - _- le ig 1 THE QUALITY OF THE ORIGINAL rfreliIgZ r LZ � QZ Z 1 Z Z I Z 0Z 61 �I � L I 1 9Te I ? I t II 1' 9 I` -) 1 - :r1RAWIPu. . ; . 111111111llll�llll 111111111 1111111111/11111 111111111II111111 !Ill III{ IliiIIII IIIIIIiI ilidirilliki " /1�/1,It, IIII IIII IIIIIlli1111SI11IIIKII1I1111.1111 Illi Illl Illl'�llll111 IIII �lll 1111 Illi tillIlli II►I1111 {11111111iii) il1 ' R .. JUNE 7,4 ; .iterAR. '',9:. ) 1990 .„ . .. . ,,,.., ; ....: , , . . .... ..................4.4„. . ... ., • . A r i 1 ,. - ` ti. . . -. _.. -.._, .r+.......--...—..._.---..�.L ......Mar ..--__.�...._..._-.«_...... ' -... „ .T ...r -:a......_.•.... ,.... • yam, %.., `r .. _ .. _ ._ f -..,• .. .. + llw'IM 1:47-,,� -. Wim. • f „ , ;) .. INIIIMIIIIIIIIII ire I AIIIMIOIIIIIIIIIIMIIIIIIIIIIIII r- r 19 Aweather-resistive barrier should be applied to exterior SPECIAL OCCUPANCY REQUIREMENTS • walls as specified in Section 1707 (a) Group A 20 Enclosures for floor openings corer 35. A-3 Occupancies should be of one-hour tire-resistive No. 17-A, :Section 1706 Details should with Table provided to • ,'Ir•� oonst►uctiora if kxated in a basement or above the first clearly irtdicate this. st ii y. Section 602 (b)- 21 Structural members carrying masonry or concrete walls36. A-2.1 Occupancies with an occupant load of 1000 or in txrikii s n9 over one story in height shouk.'be protected I store should be in Type I. {I-FR., 11 One-hour, II{ One- with minimum one-hot;;fire protection. Section 1708. hour or IV buildings,except that the roof framing system - for one-story portions of bt+�Idings of Type II One-hour or _` - ape III One-hour construction may be of unprotected construction when such roof framing system is open to the room and toes not contain concealed spaces. Sec- 22' Nonabsorbent finish and backing for toilet room walls and tion 602' floors should conform with Section 510(b). Shower stall walls should be finished with a hard, non. 37. Group A assembly moms having an occupant load of1000 or more shall not be located in the basement absorbent surface to a height of 70 inches above the unless the basement is located in a building of Type I or II-F.R. construction. Section 602(b). The main entrance \ drain inlet. Section 510 (b), should front directly upon, or have a 20-foot-wide Doors and panels o1 shower and bathtub access to, a public street at least 20 feet in width. should comply with Section 5406(d) 5 encbsure Section 603. 25. PE*ape( 38. Light and ventilation should comply:vith Section 605. aper walla not less than inches in height are required. Section 1709. ---- 39. A one-hour lire-resistive occupancy separation is 26. Eave overhangs and similar architectural projections required between the boiler or central heating plant should tom where the largest piece of fuel equipment exceeds 1. � ply with Section 1710• 400,000 Btu per hour input and the rest of the building. �, ..-...7....477. �� Section 608. 40. Exterior openings for rooms containing a boiler or can- ' 27. Projections beyond the exterior wall should conform teal heating plant should be protected with three- with the less restrictive of the following: fourths-hour fire-resistive assemblies that are fixed, (a) A point one-third the distance to the property line automatic or self-closing +f located bel from an exterior wall. Secaion 504 b • 9 ow openings in �'a b O another story or if less than 10 ir'et from other doors or �,.4 ( ) A point one-third the distance from an assurned windows in the same building. Section 608• vertical plane located where fire-resistive protection of openings is first required due to location of ro - ----- ty. Section 504 (b)• P fir' Grou E 1 - p 41. Atmospheric separations should comply with Section ` '' ' ,r 802 (b). 28. Envelope ceilings should satisfy the following condi_ tions (Section 4303 (b) 6): 42. Use of rooms should be clarified. Note that room s in (a) Should not be used to provide fire Divisions 1 'and 2 Occupancies used for kindergarten, P Protection beams p (b� and girders supporting more than one floor. first or second grade pupils and Division 3 Occupancies Columns should be individually fire protected, shall not be located above the first story. Section 802(c). (c) Duct and other openings ars limited to 100 inches in each 100 square (d) Duetsquare feet of ceiling area. _ openingspeshould be protected with approved 43. Special-hazard rooms should be separated from other fire dampers. f portions of the building by not fess than a on e (e) Electrical outlet boxes should be of steel and not ' resistive occupancy separation. Section 802 one-hour tire- greater than 16 square inches in area. ( ) 44. One , I I ?9. Gypsum board, lath and Plaster and sir;,ilar cerilings in I 20-foot-wide access to, public ront est sett t Ipeo s�t or 20 feet is con;•unction with fire-cesrsttve assembli es should be ` pML width. Section 803. n supported at intervals not exceeding 16 inches. horns 20 through 25,Table No.43-C. 45. Sanitary facilities should be provided in accordance --- with Section d05. 30. Wood stripping or suspended wood systems for gyp- sum board, lath and plaster and similar ceilings should be not less than 2-inch nominal thickness.Sc )ettin 4704 46 l.igl�t and ventilation should comply with Section 805. • tb)• (Section 4703 (b)for wall stripping.; 47• A one-hour fire-resistive occupancy separation is 31. Final partition layouts and details •should be submitted / required between the boiler or central heating plant prior to installation to justify compliance with oax,pan_ 'where the largest piece of fuel equipment exceeds cy, fire-resistive. stricture!end exit requirements. Sectio 0 Btu 'hour input and the rest of the buitciing • Section 808. • 2. Justifying test data in conformance with Section 105 or an ICBG research report is required for Group I 3' Rooms in which rubbish(linen)chutes terminate should 46. Group I. Division 1 Occupancies should be of Type I or be separated from the remainder of the buildingwith a �'<'f, �Pe II'F.R• construction unless complying with the - one-hour occupancy separation- Section 1706c). Exception in Section 1002 (b). 34 O►aenings into rubbish and linen chutes and terminal 49• Group I, Division 1 or 2 Occupancies should be of one- hour fire-resistive construction. Table No. 5-C. I 1 an should not be located in exit corridors or stairPI , - 0 R \ . ,' i ways. Section 1706(c). _ l { _ 50. Light and ventilation should corr0 with Section 1005 Show No.2 ofd Sheets : • `� 184 d ..affrigingi - ..., .. J7i. ".•, ,4, ' -�,,:.,� ,� ^+iT-. +r'� asumwevika .. -...._. •..h:�•'.rAi�i -1.; , --^` - .6.. 110 ...+WfiMr+.+i1V4wIW'+r ommagasoli.irmaimis . , „, . 410.41Fmisatim. . ., . Or _.r 4 r r ,wx�ws mpummirow- • 41 �� ip.9'_.1111611211 i iii ililili iii iii i � i � i � it . ,. . 11 Ili � Il l ' i iii iI � � ' i Ill � � l ll � ii � � iii iii � � i � i � i � � i iii iii iii iii i ! i iii iiiii iii i � � iii iii iii I � � i � iIli � �i �i �i1i i�i` , � I ! I I I E I I I �_ I 21 C + 11 1� , NOTE : I F THIS MICROFILMED I v _ _ __ _ -__�_ -____- _- __ - DRAWING IS LESS CLEAR THAN - i THIS NOTICE, IT IS DUE TO -- - - THE QUALITY OF Ti .E ORIGINAL Z 6 I I L I T S T T T T Tf Z 1I L Z 1 ?� ILI i • "4 - A. DRAWING. Z 8ZLZ Z 4ZZ ' Z I Z TZ i �� II � � ,1 .rt-i llllllllllllll111111111 IIIIIIIIIllll lill 1111111111111 IlIllll IIII IIII IIIIIIIIIIIII +Ilfillll IIII 1111 k. J<<,IIIIJUNEII illlllll Illlilll !I----rel IlKilllllll 'ill llil Illi 1111 IIII IIII 1.111 11111111 IIII 11111,II.1111ilIIIIIIIIIIIIIUIIllilllllli illl 1111 , 2141rr.. ..�...,.r yr1r+ 1 S ' .... ...-/... .r --.r•C"". ,w«. I' ..}_ -+ ,.,,,rw ;. .y 'r•_. ...__. - ...-...._ .......... .. y. b • I .. _. - .. - . - .. s i _ , ._ . ._::..,;,,s,,.... �._____...�_ _ .. _--. ,..d17{adc.i.i1�L.--- _ _ ----7 ...-�....-._._....._.�Wr�..`r. - . • +✓rY. �.Js • rIW' :rnili�tl;uINIMAIMMIMMUISIMMISIMINMEEMIEV .t Z. 'I I. , 1 F . 15I. A one-hour fire-resistive occupancy separation is 67. A one-hour fire-resistive occupancy separation is i' requited between One boiler or central heating plant required between the following rooms and the rest of the ' where the largest piece of fuel equipment exceeds400,000 building: Btu hour k.put and the rest of the building. ASection 1008. i , (a) Storage or laundry rooms that are within a Group A. I ,, Division 1 upsncv that are used in common by // M-- / tenants. Section 1202 (b). 52. Exterior openings for rooms containing a boiler or ten- (b) Rooms containing a boiler or central heating plant in triol heating plant should be protected with three- a Group R, Division 1 Occupancy except where fourths-hour fire-resistive assemblies that are fixed, such rooms contain equipment serving only one automatic or sef-do sing if located below openings in ( dwelling unit. Section 1212. - • another windows story or if less than 10 feet from other doors or same building. Section 1008. j 68. Every dwelling unit and guest room should have corn- - -- fort heating faillitirM Set specified in Section 1211. Group B 69. Every dwelling unit and every gunst room in a hotel or 53. Motor vehicle service stations should be of noncornbus- lodging house used for sleeping purposes shall be o- tilbie, fire-retardant treated wood or one-hour fire-resis- vided with smoke detectors conforming with U.B.C. \ w,. 1 bye cora, iction' Section 702 (b). Star:.,ard No. 43.6. A smoke detector should be installed in the basement of dwelling units having e stairway which opens from the basement into the dwell.' 54. Storage areas in excess of 1000 square feet in connec- tion ' log. Such detector should be connected to a sounding with wholesale or retail sales should be separated I device or other detector to provide an alarm which will • from the public areas by a one-hour fire-resistive occu- I be audible in the sleeping area. Section 1210(a). • pancy separation unless the building is equipped throughout with an automatic sprinkler system. Section 4 Group M• 55. Light and ventilation shoukd comply with Section 705. 70. Group M Division 1 Occupancies are limited to 1000 56. Exhaust ventilation at or near floor level is required by /1 -12 Sectio 1102 feet in floor area and one story in height. Section 705. - 71. , 3arages should not open directly into a room used for ` 57. A one-hour fire-resistive occupancy separation is I sleeping purposes. Section 1104. , . ' required between a boiler room rr central heating plant where the largest piece of fuel equipment exneeds 72. M 400,000 Btu per hour input and the rest of the building. approval nor uir df oble r anterial r I Becton 708. ing material is required for garage floor m>a���Sec• r 1 ' tion 1105. Group R 58. A R.Division I Occupancy more than two stories In height or having more than 3000 square feet above EXIT REQUIREMENTS ., i • the first story should be of one-hour fire-resistive con- _ --- _ - strUCtion throughout except as provided in Section 1705 73. 1 An occupant load sign is required in classrooms, (b)2. Section 1202(b). n� _ assembly areas, etc., having an occupant load of more ikf h than 50. Section 3302(c). See 59. The following rooms should have exterior glazed open- ._ , Wigs for natural light (openable exterior openings for natural ventilation)as specified in Section 1205(a). _ • 74. Conforming exits are required from the areas ".,ai w as 4 + 4 l specified in Section 3303 (a). 60. Mechanical ventilating system in bathrooms should - five air changes per hour directly to the outside. 75. Exits should have,a minimum separation of one-half the 1205(a). !f max�,mum overall diagonal of the building oarea " ' � . V served. Section 3303 (c). . - 81. Exterior openhp from should not be .- considered as furnishing required light or ventilation 76. No point in he building should be more than 150 (200) mince they do not open to a yard. court or street in r • last from an :exterior exit, horizontal exit.enclosed stair- �-�- accordance with Section 1205(a). way or exit pens y measured in the direction of travel. Sectioo (d). 62. Courts bounded on four sides with walls should be at least 10 feet Ir length.,For courts mors that r two stories 77. • Exit door should swing in the direction of Sec- in height, the required width should be 4: Teased by 1 _At ton 3304 (b). See doors -3,A - ��� ' foot and the required length by.'.foot fa each additional ' story. Sectio► 1206 (c) _ - • r 78. Double-acting doors shall not be used as exits in the 63. Every sleeping room below the fourth floor should have I following locationseli Section 33 4 (b). alt least one window or exterior door approved for met- • L�.. - "-*'- gerncy exit or reacus. Section 1204. v �► - - 64. _ room s►could have the minimum ceiling 79. Exit doors should be openable from the inside without height required in Section 1207 (a). the use of a key special knowledge or *Mori. Section '- A. � 3304 (c). Note also that flash bolts; or turtace bolts are • 65. room should have a minimum floor area prohibited. `,, __ square feet. Section 1207(b). / . MI80. Exit doors should be a minimum size of 3 feet x d Meet 8 Efficiency dwelling units should comply with Section " .' inches wilts. a door capable of 1209. , Section 3304 (e) � degrees 1 Sheet No.3 of s Shoots • • 185 r a�4i },p .0. G , __... • .,, . • . r � ;ittl IjlIi III I I JIIII 111I I1 1 ( � IC I I II ( I ( III I 1 1 1 1 1 1 I I I ( II ( IiI fl - � lIE � lI � �u1 � I - III lIll � ( IIII ! II ( I IIIi x..._ • .. x , • , • ,- � s4�1 � � . � . ✓L � �� 1 11 1 12 _. ' r NOTE . IF THIS MICROFILMED DRAWING IS LESS kE5EINTHIS NOTICE, IT ITO THE QUALITY OF THE ORIGINAL DRAWING, £ Z Si iIZ 4 Z lZ Z Z TZ IZ 6I i LIT- li T _ _i iI _ _1i T T� L 9 £ £ Z i 'v,N lilt IIIIIIII1111IIIlIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII11IIIII!IIlr, ,,,1114iIIIIIIIIII11IIIII 4111111 'Milli 11111IIIIIiIIIIII11IIII IIIIIIIII1II111111111111111I11�I► IIIIIII11111111111111111 1111 lIIl 1111 111► 1111 . ••• * 1990 . ,4„ ,, 1 . . . . J U N E . 2141 1 ( •, •1 - , , . • F - t .•, . .. • . „.. -W; I ,a a G 'r" cx • r ,..._..._....,.+tir.. • ,,.�,,,,,, 1 • l i 0 't 1 Y The- di used in (� � (meat width) atrtil�iqu red yl"uSe d be 3303 (b) ir►q axil widths 1/e(/ 100. Openings r walls below or within 10 feet of •�, 4i I thicknesses, 3•'har w04 In d �( three-fo�rrths-hoc t re-resistjtairways should be wl assemblies with sell-closing � • panic hard�eare, doer evil , etc., the Section (I) required axis widths have not been tvrnnist� See dour • 82. A door or larndj not 10t• Enclosed usable space under interior stairways should thresholdbe r more than trt (1) inch below the Pr's on the enclosed side as required for one- ; squired on each tide of an exit door.Section hour firs-resistive construction. Section 3306 (m) 3304 (h)• t 12. Noncombustible eactsrgr stain aro ' ----- O, required. Section required corridor width05(d) more than 7 inches into the 3306 n ' one half into the requiredwhen fully opened or more than 103. Exterior stairs should not project into an area sir Position. section width when in any 3305 td)• courts)where wall openings must be protected Section ._.._______ 3306 (n)• 84. Revolving (sliding) (overhead) doors are not _perm(tted as exit doors. Section 3304 (g). 104. One stale (o). way should extend to the roof. Section 3:306 g through other room does not comply, ex '" t�ir►anSection 334'3(e� except 105. Six-toot 6-inch minimum headroom clearance for stair- ' 86. Corridorssminimum width of 44 (36) I ways should be indicated on plans. Section 3306 (p). Note ithe "s is from a plane tangent to the stairway inche . Section 330;5( l . bead nosings. � 97. ' , Corridors serving n�"winbulatory persons should have 106. Ramp aloper� should not exceed one bot in an 8-bot minimum width. Section 3321 (c� feet. Section 3307 (c). ill• 68• Dead ends of corridors and exit balconies are limited to 107. Surface of ramps should be roughened or of slio-resistant 20 feet. Section 3305(e), materials. Section 3307 (g). III Stai 89. Wails and ceilings of corridors should be of one-hour 108. nrreys should to enclosed as specified in Section . f t►,re-resistive construction. section 3305 (g). An archi- •tectural section through the corridor is necessary to b) O (two)-hour fire-resistive alio walls are en into determine how this is ecoomplished. tD Qni exit doors ars allowed to open into exit •- t • (c) Doors should be labe►bd one (one and one-half)- 90• Exterior exit balconies cannot project into an area • hour fire agernblies. where protected openings are required due to location (d) Exit enclosures shook► include a corridor co the • perty. Section 3305(i). i Around floor extending to the exterior. Fire-rfnistive hal. Interior openings into corrf�,,rs oconstruction should be is penings. Only the exit arm o• • specified in Section 33( (0). should be protected as art open into the�orrido '�'exit doors (e)M approved barrier is at the ground floor to 92• Stajr`vvay; r j should have a minimum width Y p from continuing to the rnore-An inches. Handrails should nes kale prevent 3 h inches into the required width each ach to Usable space is not allowed under the stairs. side.Tried width should n snot project more an 1 h inches into - ------ , requiachSecborn 3306(b). 109. All Wired soils hvin the building should be smoke- 93 Risers on stairways shook!not be {ass than 4 inches nor , complying with Section 3010. grzter than 7and runs should not less N;a; t, In_ ,� -- 3306(c)•, � (` 110. Openings into exit courts less than 10 tees wide vin "?-4-4-4-Z-4.-1. should be protected with labeled 45-minute fire a:sembties. �. Landings on stairways shook! have a r �- Section 3311 d). Also .see `exit court" definition in direction of travel width d mension ,,t the Section 3301 (b).Openirngs mors Uwt 10 feet above the • r need not exceed 44 4t urtches far stairs Ftavirp as strajghtnine court floor aro exempt. • Section, 3.306 (g)• • 111. . _ ; No oponing,s other than required exits are permitted w 95. Doors swinging over landings -hour passageways. passageways should be of • n9 n9 rigs and in the fully open poli- exit tion shall not reduce cher required dimension by more than (a), construction. Section 3312 7 inches. When a landing Nerves an occupant load of 50 i or more, doors in any position shall not reduce the re- 1 112. Exit Motion and • • �' quired dimension to less than one half of its required signs shou�J be provided in can- t Section 3344 (i) fonTnance with 3313 and 3314. 96. Basement portion of stairways should 113. Aisle Y cold have an (apes aisle in auditorium should haus a minimum approved barrier where ccnniinuous to upper floors in an width o -------• Section 3315 (14 Section 3315 (e) /` : ern enclosure. Section 3306(h). i. 97• Vertical d -- Perk 114. Pahardware is rewired on exit doors Group ' � ��+rway landings aro km- , A Occupancies. Sections 3317 (d) and 3318 (a to lieu stances lit r'7`t red to 12 feet. Sectionts, doors shall have no locks or la - - 3306(i) ofhi • _ latches. Handrails shook!be Pieced not loss than 30 inches nor 115. Main and side exits let oonfa mar a Sectron 331 ; --- - -- - -____________ Two more than 34ls are required s aloe-1 the tread. Section 3306 0)• are required for A, Division 2 (2.1) (3) Occupen- where stain/ay, exdol44 t. Section 3318(a t inches in width. . 118. Corridors rrr Group E should haus a width , 99• Guardrails for stairs. balconies and landings should by Batson 3302 2 feel,but not less than 6 since between, 1., conkxm with Sectiond7i �rais logNote that es. clear- - Net. Sec�io�3319(e) • owl 1+0.t or•Meet, • 166 1 a d ..41.__418811.4;p4..:., .. . .1.,.,., ,mailasaarz_, , • .,r,.. , . ., latimilaisse. . .,„iimmor, , .110mamosaapprommaimermrimadinspar., „ , „ ., - “_. ... .,-. 4.4ig-•• imv,v, . - ..4iiiillii . IIIINIIIIWITI : 1111 . 1111411111111111111111111111111111 1 1� � ! iiiiii ! ii ! � ! iiiiii s iii ! I � il � ! � ! ! � llll � i iiii ! ! ! � � iiii H1 i � ! ! � ! � ! I � � � ! � ! ! ii + i � ! � � i � ! � i � � � ' i � � • X 1.i. I I I I 1.. i.-7LLI lI i Ii , I 1O 11 1,., .• . NOTE . IF THIS MICROFILMED I 1 2 4 v� _ __ �_ ___ 1 DRAWING IS LESS CLEAR THAN ,ti, . . .. _ . 4 THIS NOTICE, IT IS DUE TO - t� 1 r .. r ` • • THE QUALITY OF THE ORIGINAL irtilli ( 8 Z LZ Z Z Z E'Z Z I Z Z 6 T T' LiT S T i ��XT TI0 � 6 8 L 9 � � I � Z � e� Ili' � � i � � IIIIII IIII IIII IIII� DRAWING. , N�� i24 +.' 1 9 9 0 II IIII IIIIIIII Illlllillillllllilll Illllllllllltt, J�,IlIlEii Illillli �Illllli .11l�rlill IIMi�lliill (IIIIllifillIIII IIII Illi Illllliliillilli�llllillilillliil Ilillillllllllllil.l .II�IIII Illi IIII IIII IIII fill III! IIII I..I Il _ _ ej mu / : ' J990 , •-`'_a"A'11@^ ,y..,."./M"a'1�' ft y r P i • • ,�y� Ant-. '^ N w Ww r 'ham' A. __ ...% .-w -... /' .Aimar _ , Ma :. y+.- ., _....! w._ - _ - lilt.♦ , ti � ASM.".. A • • , •Y _, k i • • 1�.2 1r' • 4. - %J" 1 T i Group E Occupancies should haw;no less than two tacit A/ti I 150 tett in heightTableNo. 38-A. stairs. Section 3319 (g) ( _.!••------ .-- - 136. Buildings six stories or more in height should be pro- 1,K . 110. O stairsserving an occupant load of mon than 1;)0 in vided with not less than one standpipe duringcon- s, roup Occupancy should have a minimum oilier struc tion. Section 360E (b). Ii.... .__width od 5 feet. Section 3319(p). 137. AutomatIc sprinkler system plans should be submitted 119. Every room with an occupant iaadceding 300 Ina to determine compliance with applicable building. 7ea� eGroup E Occupancy should have one of Its exits into a pturrrbing and fire codes. , - separate exit system. Section 3319(b). -- ------ - _ FIREPLACES AND CHIMNEYS . 120. When three or more exits are required in a Group E Into the same.no more twit them. Secan two io 13319 (b).red exits shield exit ' ( 138. Chimneys should comply with Sections 3703, 3704, ii 3705 and 3706. r 121. Ona Grow E Occupancypoint in a room should be more than 75 eet tnexit corridor)enclosed stairway 1 139. Fireplaces and barbecues should comply with Section LI or exterior of the building. Section 3319(4 I 3707. .... 122• Exiting through adjoining rooms in a Group E Occupan- cy should corn*with Section 3319(d). FINISH WORK 123. Panic hardware is required on exit doors serving rooms Ab 140. The interior wall and ceiling finishes should be specified ' contain' 50 or more occupants and in condors of f and amply with Table No. 42-F. and Section 4203. . • Group E panties. Section 3319(j). �" 141. Gypsum wallboa ui (interior lath and plaster) cannot be • 124. All required eoderior exrit doors in a Group 1 Occupancy • Metalled on woatfier-eacposed surfaces. Sections 4705. • shrU swen In direction of exit travel Section 3321 (a). 4711. See Section 424 for definition of weather- exposed 125• Doors from bedrooms and wards of Group ► Occupan- i 142. Skylights should comply with Chapter 34. Pts�stic sky- cies and all exit openings where nondmbulatory patients are housed should have a minimum clear width lights are allowed only under conditions specified in • of 44 ieuches. No projections in this width are allowed Section 5207. Section 3321 (b). - 143. Glass and glazing should comply with Chapter 54.Type 126. Panic hardware b required exit doors serving more Al and thickness of glass should be specified. in Group.Occupancies unless there than s p 144. Glass and glazingsubjectto human impact should I L is no latch or lock. Secxior:3321 (f}. comply withSection5 FLOOR,ROOF CONSTRUCTION,COVERING, SKYLIGHTS, ROOF STRUCTURES ' ___o__ STRUCTURAL • 127. 1 Draftstopping as specified in Section 2516(f) 4 A shall -" et be provided within ►I concealed floor-ceiling assembly 145. Special inspection in conformance with Section 306 is • formed of combusts;ilei construction. ;li , required. • 128. • . �• n9 as specified in Section 2516 (f) 4 B shall 146. Soil classification in conformance with Table No. 29-8 - ,f r be . . . • within attics, mansards. overhangs and and pounds per square Soot soil bearing sim lar concealed spaces formed of combustible value used M design should be specified on plans. . , construction. Section 2905. '1147. The foundation investigation report mentioned in plans P �` 1�. sidewlk.drainageeion 3207 be conducted under the public was not included M data forwarded to us. It should be submitted for review. ` 130. Overflow drains having the same size as root drains and I on independent drain lines are required. In lieu of this, 148. All masonry or concrete elements resisting ecdemic arorfbw scuppers three times the size of roof drains forces should qualify as reinforced elements. Section .st„Nld be installed M parapet walls. Overflow system 2312 (j)2 E. Ishould have inlets located 2 inches above the low points ------ --- of the roof. Section 3207(4 149. Precast concrete wan panels should be justified for - -------- ---- compliance with Section 2616 (c). 131. The aggregate area of penthouses and other roof stout- - - I tures cannot exceed 33'/percent of the supporting roof 150. Wood members may support loads from masonry or • area. Section 3601(b). concrete only under the conditicns specified in Section j - - 2515 (a). AUTOMATIC SPRINKLER SYSTEM -- - 151. Structural caec ulations should be submitted to justity ., 132. An approved automatic sprinkler system in the the adequacy of�ie structural system in resisting sets- • il l'A __is required. Section 3802. This includes blind 0 ''r mic and wind loads, and supporting dead and live spaces enclosed wholly or partly by combustible loads. This includes foundations. construction. -- - • r - 152. Justifying calculations and details shooed be provided 133. Class 1 or III standpipes are required in sprinklered build- ( ,c: tsar .. • Ings four or more stories in height. Table No. 38-A.• 134. Class II standpipes are required as specified M Table /: pounds, 153. Roofs shall be designed for snow loads of `Z- - No. 38-A. p3 per square foot. Section 2305(d) / olive lb.ti of a Shoots 187 �-101. ifft- .' � � � .. hIwo ` :.antis- _ � .. .. � • . gat x ,y�,--. ....t• .� s!,. vn►a,'-�.•.' 4,. *vizier. ::! L\ a .. .... ... . . . ill iii , , , Ili Ali , ll , , li Gil iii 111 lig ,, , ,, , , I ' il � iii , i ' , I , � il , „ , , il � till , I ' 1 + , , lilt i , i iii ' l � iii , i ' i i i i i i i ,1 ill ,,:,1 , , , pi � i � ili , ili iiilili ilii ilipli ; , • NOTE : IF THIS MICROFILMED 1 4 ( �) ' 1 91_ ! 10 11 12 111 .DRAWING IS LESS CLEAR THAN `� , � � 1.- THIS NOTICE, IT IS DUE TO „� JUNE /41 , • THE QUALITY CF THE ORIGINAL S 8Z LZ Z 4Z Z Z Z I'Z Z 6I ell LI i . T T EI I II Oji 16 8 L 9 Z I ,. he .,•_ �. .DRAWING♦ ,. �;. ����� i III ' ' 'i I Illi IIII illi IIII 11111111 IIII IIII IIII IIII Till IIII illi Illi •111111II111li 11111111IIIlIIII1(1114X111111111111111111IIIIIIII IIIIIIIII1I111111111111111IIIIIII1111Illr�, ict!! iliiIII! I11111111111 •14� r,,,,_ li lllilidIIIIIIII11111111Iil�llliiiilillll � l4 4, ..: 990 , . f, '. ; ,, , a . i . F r, ' ...,„ • f4 LilialiallilOraililliair-"" '. ,i .-. _.._., .. .- .,r�,Wr • . l �� I. • 1 1.54. The roof should be designed kv uplift wind pressures ) • 106. Wilding data or details for steel decking used as a dia- iv with due conskfvracbn for lateral support d compres- ( phragm should be provided. Mfomnation should comply Non flanges d flexural members. with a specific ICBO evaluation report a test data submit- ted in compliance with Section 105. 155. Flora bad t houkd oonsidar a 20-pound -Per -foot 167. Details should be provided on roof (floor) diaphragm ?\)6k parload. Section 2304•(d). oonnecdons that Indicate how the shears are tran - I , 156. Marquees (residential bakonies) should be designed 0,f fervid to vertical shear-resisting elements.Connik„�ions 1 i 0 6O"pand-Par-sQuere-foot live load. Table No. 23-A. w with structural ca p for c�orn- pliance allow�►ble values. /1 /� 166' for sheathing boa. 157. (I irages for the atorapre of private num cars should ally on shear walls(sfiouid Fredb) used should salt= for • minimum wheel load. ply with Tibia No. 47-1. - - should i 158. Live bad moons should can with Section 2306. 169. Shear walls utilizing gypsum board (lath, sheathing board) cannot be used to resist bads imposed by masonry or concrete walls. Footnote 1.Table No.47-1. I159. Glued-lar, sled kanban should be fabricated in accor- dance w++ti Section 2511 (t). j, 170. Fiailihinnpps should be designed to withstand a 20- (50-) - / pound-per-bd horizontal force. Table No. 23-B. . 160. Allowable stress in gkaed-Laminated members over 12 l% inches In depth should consider a depth reduction fac- 171. Ceiling framing should be designed bra live toad of not for. Section 2511 (d) 5. 1�G Z less than 10(20)pounds per square foot. Table No.23- • • - B. 161. Bolted connections exposed to the weather aro limited b 75 percent of to allowablo load under protected , 172. Interior partitions should be justified structurally for conditions. VIl'here always wet, the allowable bad shallstrength and deflection criteria specified in Section be 67 percent d the allowable load under protected ,k,,,/4t 2309(b). conditions. U.B.C. Standard No. 25-17. Table No. 25-17-S. 173. should comply 162. i of concrete and masonry walls should corn- with • specific ICBG evaluation report a justifying test ply with action 2310. data should be rut.',utted in compliance with Section 105. , 6 163. Plywood grades should conform with Table No.25-B. 174. Plans should Indicate that loc.dations extend below the frost line. 164. Justification is required that sufficient slope camber mber is available to assure adequate rod drainage atter long- 175. Provide complete specifications in conformance with time deflections. In lieu of this, rods be designed IN design for possibly ponding of water. Section 2305(f). 165. Details on stressing method and hardware along with justifying data are required on prestressed concrete work.This data should be submitted and ppro �r b ordering d material. Note that all tendons should comply with Section 4303 (c) 3 for fire-resistive purposes. 4 Additional Corrections: • i I , N These sheet)area part of the plans and shall remain attached thereto.Corrections as above indicated will be complied with. Re hacked w'd approved (Sign Here) d arm/a nvo�c.��i.u.�_ • �e _• i. - - .� D.e. Checked by - Bate <:"? 4 �'^ _C , IevtMo Mr III . • _ Sheet Die,if of II ghosts T 188 1 t . 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STp-Fr (4y�1"I;_ ;�1h.Tt :L�I�L. #4-.4.) �k-E5F-I T V-L) 1 DATE I�IB� h'-'„:1'. , (3`, te,••�. w I %t ,� DRAWN 8Y� (o. ,,,,l-�'IN.:# , a::."i-4 4-TICS �C.)N[AK-E1-E P/4•N'IN , C.L-r •s•`+ b I I , .�,rA•E'S ; " + - n I I i c�r1r--, .,`T' 1T2�C:.17—A,rjlE f4 jt7 t/r�SE TO 95`1/4, #., ,'HTO PL---1 110'-O��� .O � L1'..O ' � � (°1 � -O 81 O � 18-O •' S -O' T- ISO . t5/N.s� : '�/4° MII`I1J5 Ev��Y Cop�.t7E© CHECKED BY: • 43'-O'�'' I (8) SPP . � `�., c11-pn = '12'-O'I 1041 -0 ' GL �N C..ts.U I-•}I P F•._)_ __ . _ IQ,K 4' `l. 51-i .g-l'' ^1ET41,L-- : MIN . ;' 6 Cvfe. 'Fs c-TU►ai.:Y" f'/ek-.INITP REVISIONS; _- ---- . 8. I_P.NC7"_(._/--plNv 1 =,t=E. ,,_P.ND�L,-PE :11-4e.E.T" F92-‘4N1 !eyes" '1. Fa-i N4-r- : GuL._(..,tzs A.-, s�L_r:--Te.17 3'-( A..-E. . PREPfNIa Surma-Fbc--F Al.NJ t- SPL`r Pal NT 'kJ /N U FAQ Ut 5 _---_ G FI4f1NU ITit);.1•� -- MIN. 'T W U 4-4),4.7":0. rAik , �' I 1.-�...A-NN 1.�U NJ D 10. ..-:,NTTZp.crTo,.. 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