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16055 SW 74TH AVENUE-1 Jurisdiction d , �'� er) GENERAL PLAN CORRECTION LIST !lased on INS Edition of the Unlform Building Code Plan Check No. ._ Valuation y Jab Address /(c CS-3" S w .7 �e r� Use -5�21A,Q 6 6'- l City - Type of OccupancyQ2 � t�C P/ _ 1 I She '`1 Construction N Classifici tion Total Alloy r le Floor Area Sq. Ft. Stories Basis for Increase Floor Area: Floor (Max.) C��� S4• Ft. � - Floor (Total) cf F COcJ /�. n Ft. Occupant Load w MMENTS OR ASSUMPTIONS: W I i Corrections checked below are to be made on plans before permit is issued. The approval of pians and specitrications does not permit the violation of any section of the Building Code or other city ordinance or state law. GENERAL O 10. Afire-resistive occupancy separation in OOnfomlanCe �� ,�� with Table No. 5-B and Section 503 is required between 1. Valuation should be the 2. Show job addres$on plans. '` ho r) . ( 0s6 3. Gin name of person responsible icor plans. 11. Horizontal occupancy ration:should be supported 4. Submit tufty dimensinr4ed pkri plan. with a structural system equivalent protection. Section 503 (b) 5. Give all dimensions on plot plan. 12. TVfoil t�mited to stories— _. __..fist inht)�.a T, AREA UMITAT1ONS AND GENERAL structure. Section 507 and Table Mb. 5.0. OCCUPANCY REOUIREMENTS 6. Ground eleretions should be shown at comers of the .– bWding and at charges in W=W slope. The - OWAM&N should be taken at the lowest point 13. A room 41 which a inter closet is k»ed should be th4e exterior volt and a point 5 feet out or at the property separated from food preparation or storage rooms by a lime, 0 closer. Whhere the exterior wall is parallel to and tight-fitting door. Section 510(a). WNW 5 foal of a public sidewalk, allay or cuher way, the ground eleostions should be the ��Mow. of TYPE OF CONSTRUCTION � the ;r�blic way. The number of stories in tkvis hbuilding _ can%ot be dolormd until tse 0j"he "ars furnished. 14, Roof should be fire retardant. Sections 1704 7. The iota)Ibor VU is Mmiisd I- and 320Z(b e snw�quirsd. complying.with sawn foot. Sactiorht 50S and 508. Section Sd�� jZKC,:0W.W •1T 15. Exterior(court)walls within �feet of B. be trudie�d rds of feat should Propertytines should be of -hoorr be on t Se of ftbuilding for area Purposes. Section 506. 031a). 2. PtOVkis to show thio_______ _ 16. Openings in aderior(court)wNls v 0*1 v 1W� Vol -hoK). areuh stere ��-h ti i W" should be "*Md with three- � (a)Exisltd 1ltlrtictl��i fM W b a point 30 �. Ssc.don_..,_,_____,_03(b). s irhlllftw lilyow�t moot. (b)'tit witch of!fl fo111Yd to 25 percent of 1 J• Usable � Mie*0 floor in Groups R, tfhs wase.Msrtglh it MM tllldlr oaMitleration. awMon 3 andot slhothld� encl�o�esd as (c)Afl Onolsola 1 N1sNllb�p hawMh�s, F90*ed in 8soMon 170& AnawNr rattrap .pi � and ta'N-hNI (Ifs) . 10. was oi hon» .� vim- + giMdb� Mated In VA"M or W" �oMialf No• 1 Mohd a~AgNM�d in 9'09 h d Thbie No. 1 T-A WW see U)• 1181aaar 1 J02 for dsfirhition of NruowtM Itt11AM. 183 i i iIililiII � 1i11 1111111 I � I � I � I NOTE : IF THIS MICROFILMED 1 2 4 5 ? 1 DRAWING IS LESS CLEAR THAN -- -- - — -- - ------ Q ill 12 THIS NOTICE. IT IS DUE TO Tf1E QUALITY OF THE ORIGINAL g Z Z L Z Z 4 Z Z Z Z T Z Z 6I T L I T T t i 6 �8 L 9 DRAWING. IIIIll111 IIII (III IIII IIII III) III) 111! 1111 IIII Illi IIII Till Illi IIII IIII IIII IIII IIII IIII illi illi IIII IIID; Atkin II111111111"11111!"1111 II IIs Ill SII If"il ilii IIII Ilii IIII IIII IIII IIII Ilfl llll�llll illi IIII 1111 Ill! IIII IIII IIII IIII IIII till IIII MAY 25 1990 IIII ilii IIII IIII a r � • 1� Aweather-resistive hamar ahouki be applied to *PECIAt.OCCUPANCY RM walls as Specified in Section 1707Should be exterior Group A 20 Enclosures for floor openings should No. W."piy with Table 35. ty in Section t?06 petails should be provided to A-3 es should t» of one-hour fire-resistive clearindicate this. const located In a bamment a above the hrat story. Section 602(b). 21 Structural members carrying masonryor 38. in buildings over one storyin ►crets walls A-2.1 Occupancies with an occupant load of 1000 or With minimum one-hour fiheight should be Protected mora should be in Type I, 11-F R., 11 ®ne•hour, 111 Una_ Protection. Sectk n 1708, hour or IV buildings,GXPt that the roof framing system for one-story porp ,*ons of buildings of 11 Ont-hour or -'–'--•-- lyps !Il One-hour Dans 00 construction when such roofah may syyaatdunprotected Is o e n to 22 Nonabsorbent -- the room and does not contain OO'1C6aled own to finish and backs for toilet morn walls end Sion 602. spaces ' floors should storm with Section fr t i (b). 23 — 37. Group A assembly rooms havingan Shower stall vAlls should tie finished with a hard, non- 1000 or more shall not be loted in basted of 'absorbent surface to a height of 70 incus above the unless the basement is located in a building of Type basement dram inlet. Section 510(b)• II-F R. construction. Section 602(b) The main entre should front directly upon, or have a 20-1`00t-wide 24. Doors and panels of shower and bathtub enclosure WcOss to, a public street at least 20 feet in width should comply with Section 5406 (d) 5. ion 603. 25. Parapet walls not less then38. Light and ventilation should �5 required. Section 1709. Inches in height are �PtY :vith Sect►cx, 60S – 39. A one-hour fire-resistive _ �. Eave overhangs and similar architectural occupancy saPs►at�on is required between the baler or central heating plant should Comply with Section l 17f r Projections where the largest piece of Not 400,000 Btu per hour input and th�respol � buildment ing Section 608. ng 27. v ....kms beyond the exterior wall should conform �' Exterior a>�tur►gs for rooms t�Oritaini less restrictive of the following. frac heatingn8 a baler pr o�p. (a) A plant ahoutd be protected with three. point one-third the distance to the fourths-hour fire-resistive assembli*s that are hx�d, from an exterior wall. Section 504 (b), property fine automatic Or self ,t (b) A point We the distance ho,-n an another storyy or N l than 1�� �� sin vertical plane located assumed ndows in the*ame bullae O feel from other doors or where fire-resistiHe Protection ng. S• Ilion bog OfOfec.'tjo s is first required due to location of proper. 504 (b), _.__. -- Group E 41. Atmospheric separations should 28. E, 802 (b). �M w,M Section ��(��ficeilings3�ld �sfy the bik�►i sons � on 4,�p (b) 6): n9 �xii- 42. (a) Should not be used to Use of rooms should be danfied. Nota 11�at MOMS in and girders su Provide fire protection beams n'�'SiOns 1 and 2 PPoibng more than one floor. first or - Ocm rnc" used for kincflrgarten, Columns shoaald be individually fire Protected. end grace pupils and Drvnsw 3 pcc�nctes Duct and other shall not be located above the first VWy' openings are limited to 100 square Y +042(c) loaves leach 100 square feet of cells area. (d) Duct openings ke dampers, Witshould be Protected ^�L With 4PPoved 43. Special-hazard rooms shoo (e) EWftirsl outlet boxes P s of the buildingIt a him other greater than 16 ;could be of steel and notby i.ss than a one-hoot� square lodes in area �p%ncy separation. Section 802(dl• 29 GYPSUM board, lath and Master and similar ceilings in 44. One exit should front 00niunction with fire-resistive assemblies should be access to,a�.loiic i N �O fuel a of have a 20=81 intervals not exceeding 16 inches, fton-,s Wi th. Section M. 26, Table No. 43-C. mod or _ 45. Sw ry ts should be p in 30. ---- llOpo�rdar�s atxn boards a ��'m���s for Gyp- - bnot lel!<s tcan 2-nominal thidrne brigs should 46. Light and ). (Section 4703(b)'Ip+.Nall atri)ptng.j Sectlon 4704 a<�oteld oortltply wiM SAc,•lion SOS 31. Fkw 47• A one-hour Nre-reelativ4► layouts and dolens should h submittedd betwtarn Iris bio�epancy War&"" is Prior too ktstapat►on�tnto *0 mMiancl* with oca,pan- *,her* the larpot p� Ot hMl�� t�taM � "r ural and Wu P r hour rnpw and iha �1 �cMds requirrrnents. 008.NW des in conWmanoe � 32. on ICS-r+ a report is "" Section 105 or .� fired for �MOI�p S 33 ---------------- be P4Oorits in Mich nebbish(Won)dxt"terminate should �• QMW1-��� i a to allpKtfd be M r 1 w pM. � ndsr the builds with a .R. s COMPfyin0 � Me � aUon. 6action 1706npc . Inc�Mon 1002 ( ) rlb). 34. Nilo MntK, es and Mnninal "9• 10t, t a► AooupanolfN r houa be of ori M 00"W" or Mir. .lrbltl No, s0• Upht 8nd t,,N,MMMion should comoy weft SSOW 1006 Sliest No•11 sg Noasls , 41 iii iii i i i i � ilili i ;,i. i i i �� , 1 - - i � � ll il + ill 111 111 NOTE : IF THIS MICROFILMED 1 3 4 DRAWING IS LESS CLEAR THAN � ---- 1----- ------ THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, 8 Illllllllllllliiillllllllllll Illlllllllilllllllll IIIIIIIIilllllllllll IIIIIIIlIIIIIIII !III IIII ���� Illlt: �t,lll IIII Illlllllll1111 H 11 1111`flll1111 III1 IIII IIII IIII Illl1125 ' 990 MAY Illi llilllll Illltllillilillilllll IIIIIIIIIIIIIIUIIilllllllll IIII ���� Y .K • r-" A ons-hour fire-resistive occupancy separation is 67. A one-hour fire-resistive occupancy separation is red between the Iol rooms and the rut of ft required belvesn the boiler or antral heating plats �� where the largest piece of fuel equipment exceeds =1Wding: 400,000 Stu per hour kaput and the rest of the building. (a) Storage or WiMry rooms that are within a Group R, Section 1008. Division 1 Occupancy that are used in corxnon by tenants. Section 120 (b). 52. Exterior openings for rooms wriu Ang a boiler or con- (b) Roans containing a ler or cents ai heating plant lo tral heating plant should be protected with three- a Group R, Diviaion 1 Occupancy, except where fourths-hour fire-resistive assembiles that are fixed, such roans contain equipment serving only one automatic or sen-closing if located below openings in dwelling unit. Section 1212. another "or ff less than 10 feet from other doors or windows in ttw sarin building. Seddon 1008. 68. Every dwelling unit and guest room should haus com- fort heating facilities as specified in Section 1211. Group ® - 69. Every dwelling unit and every guest rcoom In a hotel or 53. Motor vehicle service stations shxxld be of noxcornbus- bilging house used for sleeping purposes shall be pro- ", fire-retardant treated wood or one-hour fine mWs- vided with smoke detectors conforming with U.B.C. Ove crosVuctionSection 702 (b) Standard No. 43-6. A smoke detector should be installed in the basement of dwelling units having a 54. Storage areas in excess of 100(1'square feet in camec- stairway which opens from the basement into the dwelt- tion with wholesale a retail sales should be separated m9 .� detector should be connected to a sounding r should be separated rate- device or other detector to provide an alarm whk& will from the public areas by a orwhou be audible in the sleeping area. S,oction 1210 (a). pancy separation unless the building is equipped throughout with an automatic spvinkler system. Section 702 b Group M 55. Ught and ventilation should comply with Section 705. 70. Group M Division 1 Occupancies are ikrnited to 1000 3000) square feet in floor area and one story in height. 56. Exhaust wer4itetion at or near floor level los required by Section 1102. 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 piece of fuel equipment exceeds 72. An approved noncombustible material a p�aItic 400 400 Stu per hour rpA and the rest of the building. ing material is required for garage floor surrtsoss• M Section 708. tion 1105. Group R ----- 58. A Group R.Division 1 Oxyathan ncy more two stories in height or having more than 3000 square bet above EXIT REOUIREMENTS - the first story should be of me-hour fire-resistive con- struction throughout except as provided in Section 1705 73. An occupant load sign is required in classrooms, (b) 2. Section 1202 (b). assembly areas, etc., having an occupant load of mots }-- than 50. Sodic 3302 (c). See 59. The following rooms should have exterior glaziB4 open- ings for natural light (openable exterior openings for natural ventilation) as specified in Section 1205(a). �. 74. Conforming exits are required from the areas below as spedfied in Section 3303(a). W. Mechanical ventflating system in bathrooms should p� five air changes per hour directly lo the outside. 75. Exits should have a minimum separation of ons-heti the j Section 1205 (a). maximum overall diagonal of the founding or arra �_.. served. Section 3303 (c). 61. Exlerior apeni from should not be considev as furnishing required light or ventilation 76. No point In the building should be more than 150 (200) 1 since they do not open to a yard, oourt or atrset in fast from an exterior exit, horizontal exit,enclosed stair- s000rdance with Section 1205 (a). way or exit passe geway, measured in the direction of travel. Section 3303(d). 02. Courts lbounded on :,;,ur sides with walls should be at least 10 feet in th. For oourts more than two stories 77. Exit door should swing In to direction of BDI M Sec- in ecin height, the wpW wtridth almid be Wasassd by 1 tion 3304 (b). See doors foot and tt�ewAAred*Vth by 2 Iset for each additional story. Section 1206(c). 63. Every Zile 9room below the fourth floor should hays followkV 78. ��- doors shall not be used cue aft k1 the 9 locations Section 3304 (bj at let one wk-4owv or exterior door approved for emer- gency exit or rsectw. Swoon 1204. 64. room sh oW hays the mk*nm amialirtq 79. Exit doors should be farm the k*Je without heV requira in Section 1207(a). tt w use of a key, knowfedgs or ef0 l� Section 3304 (c� Nolo also that flush bolts or aorta bolt an ' 06. acre WM , h�•tnkt�t t floor rohtibiMd of ._p�yrr k*.$*cW 1207(b). ---...-- two S0. M d��w�t ddoorINW be aim a t�d 3�x S NM• 1 td0. '�y dw�InO erste Mto�tld comply BeoUorl 8eclion�0�4(e). � ��1 tMiesl Mo.�et�M�ests MW � � i x. • - ....n,...r:Y..ML.well-..r.il.rwYY�.iMVEW..MwMn.A-yYM l.ed�...__ .. . - .. ..ron.. .+.....r..,w. s ... y .. ... .. ,...,wrwul.uYlYY.11O'. I+ - _. � - - _ . `. + I I III l . 1.. I - I I I i f I � NOTE : I F THIS MICROFILMED l 3 4 10 11 1 DRAWING IS LESS CLEAR THAN __- THIS NOTICE , IT IS DUE TO THE ALITY OF THE ORIGINAL DRAWING. I Z Z K i $ T L T T T � T £ T T i 11 i 6 B L 8 Q f S Z i ' � III 11�� IIII 11�� 11 IIIIttI� IM 1111 1111I1111 1111 1I�1 III! ���� Ill ���I 11�� ���� ���� ���� i�l� ��i� ��I) �II) lil� I�I� �� II�� �� ���) 1���riAw ��) � MAY 25 990 s tp ..M9 now.- . I .l 81. The net dimension (dear width) atshould be 100. Openings in vaeft waft below or within 10 Net of used in deteffnW �1 exit s r quired by Section exterior stairways should be protected with seff-dosing ; 33303 (b). Section 33A4 (e). In -siderstion of door three-fourths-hour fire-resiative assemblies. Section thicknesses, panic hardware, doer swing, etc., the 3306 (1). required exit o frkMs have not been kofthed. See door r 101. Eenclosed usable space +ender interior stairways should be protected on the enclosed side Y required for one- 82. A floor or landing not more than 112 (1) inch below the hour fire-resistive construction. Section 3906(m). . threshold is required on each side of an exit door.Section 3304 (h) 102, Noixvi bustible arterior stairs aro required. Section 83. Doors should not pro9%ct more than 7 inches into the 3306(n). required corridor width when fully opened or more than 103. Exterior stairs should not pr�oiect into an area (yards ox one haft into the required corridor width rvten in any courts)where wall openings must be protected. Section position. Section 3305(d). 3306(n) 84. Revolving (sliding) (overhead) doors arc not perr**ted104. One stairway should ewdend to the roof. Section 3306 as exit doors. Section 3304 (g). (0)• ; 85. Exiting through arx* r mom does not com,;rly, except 105. Six-foot 6-inch minimum headroom clearance far stair- as provided for in Section 3303 (e), ways should be indicated on plans. Section 3306 (p). Note that this is from a plane tangent to this stairway 86. Corridors should have a minimum width of 44 (36) tread rx*ngs. inches. Section 3305(b). 106. Ramp slopes should not exceed one bot in 97. Corridors serving nonarnbulatory persons should have feet. Section 3307 (c). an 8-bot minimum width. Section 3321 (c). Surof ramp6 should 88. Dead ends of corridors and adt bak�oni w are limited to 107. materials. Section 3307 be roughened or of slip-resistant 20 feet. Section 3305(e). . 108. Stairways should be enclosed as specifier! in Section 89. Walls and ceilings off corridors should be d one-hour 3309. fire-resistive construction. Section 3305 (g). An archi- (a) One ;two)-hour fine-resistive walls are required. tectural section through the corridor is necessary to b Only exit doors are allowed to open Into exit determine how this is accomplished. enclosures. (c) Doors should be labeled one (one and oral-half)- 90. Exterior exit balconies cannot protect into an area hour fire assembli4s. where protected openings are required due to location (d) Exit enclosures should include a corridor on the on property. Section 3305(i). ground floor extending to the anterior. Fire-resistive conat'ruction should be as required for the exit enclo- sure,Interior openings Into corridors should be protected as sure, including protected Only Brat doorsars,permitted to open into the specif Wi in Section 3305(h). (e) /An approved barrier is required the at gm and It=to t people from ercodtafiy awb ruing to the 92. Stairway _should have a minimum width l�level. Of Inches. Handrails should not project M L4able space Is not allowed under the stairs. more than 3'h inches into the required width on each side. Trim should not prof d more than 11h Inches into required width on each We. Section 3306 (b). 109. AN required exits from the E king stoold be smoke- prod enclosures complying wIM Sbcbon 3310 93. Risers on stairways should not be less than 4 inches nor greater than than 7 and runs should not be less than 11 inches. 110. Openings into exit courts less than 10 teat vride should Section 3306 (c). be protected with labeled 454r*YA* lire aaserfOes. Section 3311 (d). Also see "erdt Court" Oefl►ttion in 94. Landings on stairways s houid have a dimension in the blection 3301 (b).Openirngs rrwons thorn 10 teat aboo the direction of travel equal to the width of the stairway but Court floor are exempt. need not exceed 44 inches for stairs having a straight run. - Section 3306 (g). 111. No opertings other flan nequired aft are permitted in exit passageways. The passagev" tth®M be of 95. Doors swinging over landings and in etre fuNy open pow. -hour fire-resistive construction, Seecbon 3312 tion shall not reduce the required dimension by more than (a)• 7 inch . When s landing serves an occupant load of 50 ---- or more, doors in any position Shall not reduce the re- 112. Exdt Nkxy irmat.iran and signs shxmM be oolded in oon- quired dimension to less than one hall of Its required tonmarwe with Sections 3313 and 331 r, width. Section 3304(i). 96. Basement portion of stairwa s should have an 113. A"(ooa aisle)in auditorium should hie a mirnirnoxn barrier whV9 aor>minuo to upper floors in an width Section 3318 ft Snot on 3315(e)• approved .sSectiort 3304(h). 114. MUP � ev.�Secttons 3317 d)and 3318 t IIn k*u 97. VerticW damns b Nowson 1ANI lany la xN ngs we 1011- of this, doors shall have no locks or I 00hei Red to 12 Net. Section 3308 ft 08. FianrJrails should be placed nd las than 30 nor 11 b. Main and aide aft in oauettormetrwo Vft becolon more than 34 hch"above the tetrad. $eckm 9 ). oda.in$Tion 3318(s A!Dlyiaian t(8.1) (3)oj pjpNn• Two hatxiriNN erre requion�f w$nere stairways oleo! 44 inches,In ulld8t. I 116• Contdo�e of 000W E art�oies 3110 A hMA all width N. br hurdled by ftcdon� !Not.but r4 kW$tan• dwnd�r;W �Me, Nola M6mA q Iwt. eatlort 3.110(e� oOn�Or1A.1NIMt BeoNptt 17.11. Vnoibbbill n V�w•I cl . NMst No.4 eM•Miners . lee WA �: � ... . . ,....:,:....,�,r:„...,•�:waw.a.:�.,....,,.... wu,..w..,,r,wr-,..,a. ...._.... ..o.�. _ :9Y."�,?'_ :".e::.. ..f-. ... _ ... ._... ...._.,.,_..-.r.. . , _ ...�....-«.......-.....-.... w ..,...... .. ... rrcv:::�ii...Lw...rw.... .. ,._....... . ..-. - -- -._._.,..____._r, ._- .. .. ..+ z . M . ill .111111 111 11i ill 11i ill 11i ill 111 iii 11i iii iii il � iili ' l � iii iii i1 , 1¢Itiii iiill � i iliili Ali iii iii iii iii i i i i i i iii iii i �,i_ � 1 � il� li i iii � l ' ililili ' 1 � iii ililili • .w .......�..... ,�, �.,�-.- ._ ,... _._ - �_......�._ ,�. � y ,. NOTE : IF THIS MICROFILMED I 1 2 3 4 '7 1 11 12 j DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL g Z 8 Z L Z Z 4 Z f Z Z Z I Z Z 6I T L I I I 6 - DRAWING. I I I Illllllllllliillilllllllllll IIII Ilillllllillllll Illllilllilllllllill Illlitlillllllllllil IIIIIIIIIIIIt+ �trlLllill Ii�llllillllllllll#1u11�11I1It"i1I111111, fill IIII IIII IIII IIIIIII( IIIIIIIIII►I Ilii IIIliilillilllllllllllllliillllllllllillilllllll illi , .. 25 ' 1 99 0 . t k let d yro.ar t+ i 17. Enda Aoor above or bek)w the ground floor level of 135. Class III standpipes am required in buildings socceedIng Group E Occupancies should have no less than two exit 150 feet In height. Table No. 38-A. steers. Section 3319 (g). ._-- 136. Buildings six stories or more in height should be pro- .' Exit stairs serving an occupant bad of mors than 100 In pro- vided with not less than one standpipe during con. a Grow d E Occupancy should have a minknum clear struetion. Section 3806(L). of width 5 deet. Section 3310(g)• 137. Autornakspr!nlcler ss�ttem plans should be submitted 119. Every room with an occupant bevy exceeding 300 in a to determine eomplisnee with applicable building, Group E Occupancy should haus one of its exits into a plumbing and fire codes. separate exit system. Section 3319(b). 120. When three or more softs are required in a Gawp E FIREPLACES AND CHMNEYS- - Oceupancy, no mors than two required exits should exit t Chkr►neys should with Sections 3703, 3704, k110 the same coin system. Section 3319 (b). � Y 3705 and 3706. 121. In a Group E Occupancy no point In a room should be more than 75 feet to an exit corridor, enclosed stairway 139. Fireplaces and barbecues should comply with Section or exterior of the buil&ig. Section 3319(c). 3707. 122. Exiting throa:gh adjoining rooms in a Group E Oocupan- FINISH tfll'ORK cy should comply with Section 3319(d). 123. Panic hardware is required on exit doors serving rooms 140• The interior wall and ceiling finishes should be specified oontaini 50 or more occupants and in corridors of and comply with Table No. 42-8 and Section 4203. Group En�ca� arocies- Section 3319(j). - 141. Gypsum wallboard (interior lath and plaster) cannot be 124. AM required exterior exit doors in a Group i Occupancy installed on weather-exposed surfaces. Sections 4705, shell open in direction of exit travel Section 3321 (a) 4711. See Section 424 for definition of weather- exposed surface. 125. Doors porta bedrooms and wards of Group I Occupan- cies 142. Skylights should comply with Chapter 34. Plastic sky- Cies and all exit openings where nonambulatory }its Sectk�are allowed only under conditions specifier in patients wo housed should ham a minimum clear width 5207 of 44 iaiches. No projections in this width are aloowed. Section 3321 (b). 143. Glass and glazirnj should comply with Chapter 54.Type 126. Panic hardware is required on exit doors serving snore and ftdvwu of glass should be specirieci. than 50 occupants in Group I Occupancies unless there is no hatch or bdc. Section 3321 (f). 144. Glass and glazing subject to human impact should comply with Sections 5406. FLOOR,!ROOF CONSTRUCTION,COVERNNG, SKYLIGHTS, WOOF STRUCTURES .- STRUCTURAL 127. Dreftstopping as specified in Section 2516 (t) 4 A shall be provided within a oonceaied floor-ceiling assembly 145. Special ir"ee tion in conformance with Seeatkmn 306 is formed of vurbustible construction. required. 128. Draftopping as specified in Section 2516 (f) 4 B shall 146. Soil classification in conformance with Table No. 25-8 bcwithin attics, mansards, overhangs and and .pounds per square foot eeling bear sir par concealed spaces formed of combustible value used in design should be specified on plans. construction. Section 2905. I 129. Roof drainage should be conducted under the public 147. The soundation it vestigation report mentioned in plans sidewalk. Section 3207 (e). was not included in data forwarded to us. It should be submitted for rwAsw. 130. Ovwflow drains having the same size as root drains and - -an ksdefiendern drain lines are required. In lieu of this, 148. All masonry or concrete elements resisting seismic overflow scuppers three thymes the size of roof drains braes should qualify as reinforced elements. Section should be installed in parapet walls. Overflow system 2312 (j)2 B. should have insets located 2 intoes above the low points d the roof. Section 3207(C). 149. Precast concrete wall penis should be AustlfW for 0011 with Seim 2616 (c). 131. The aggregate aro"of panthouns and other roof struc- tures canna exceed 331/1 percent of the supporting roof 150. Wood members may support beds h+om masonry Of area. Section 3601(b). concrete only under the conditions specified In Section 2515(a). AU'TOMA d'IG SPRONICLER SYSTEM 151. StrucWral caiaraOn w should be subnml W to j*dty M132. An approved automatic sprinkler system in the Mi a=Uacy of 5~e structural system inh Section 3802. This kxkx*s blind micwkW loads, cine wA)por*V Mead and live spaces encnck>'W wholly or partly by combustible loads.This k%ludes foundations. Construction. 152. Juslifyk�p calcvlao�iow>Is and details should be pioolded 133. Class I or III standpipes am required in aprinklered build- for kgs lour a morn stories in height. Table No. 38-A. 134. Cbse II standpipes err required as specified in Table 153. LRoofs Udall be 01 1 OMon NVIN loo No. W (d), A. games Pix"me , chest ire.i of•Mists Ila v .p- i il � iii � lilili iii iii ililil � , � .:�,�..,..�....��..� . ___._.... _.�.�,�.__s__ -• -.�_ ..,. ! I I NOTE .. IF THIS MICROFILMED 1 4 5 1 11 12 DRAWING IS LESS CLEAR THAN --- -- -----THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL - r - -v - �' - DRAWING. Z gZ LZ Z 4Z Z Z Z IZ Z <� I i Li i i Ei tt i 6 L ' ' �i + I illi fill lill,llllIll! IIIIIIIIIIIIIIIIIIII Illi llllIIII (ill Rill IIII IIII IIII Ilii Illi Ilii IIII Till IIII Illl�.� �m,,,l Ilii illi {III I(II Ilii Illi ��II IIII lC �II11J11 Jill Illi IIII X141 IIII Illi IlliillII Rill 1111 11111 1"11111111111111111 Iiii 1111111111II Illi IIII J1l11 25 0 MAY 199 ar 1 Ak . r y, I:: 154. The rod should be ft4r l w for uplift wind pressures 166. VAOding data or details for steel decking used as a dia- whh due oonsideradon for lateral support of cocnpres- n should beoviInbrmatlon should ocxnply s10" flanges d Mexural rnerrnbers. apsWt report or test data submit. led in compilance with Section 105. 155. floor bad should consider a 20-pound1w-94uw-bot Partition load. Section 2304'(d). 167. Details should be provided on roof (Moor) diaphragm ooxnectkx that Indicate hoar the shears ars trans- 156. Ma:,ees (rder+gal balconies) shouldbe desipr�ed lertrtical ed to veshear-resisting elements.Connections for -square-bot Nva load. Table No. 23- should be Justifled with oxi tura) for oom- A. Pllanco with allowable values. 157. 4+ivages for the storage of prhrete pleasure cars should 168• Nailing br gypeurn board (lath, sheathing board) used befor • minimum l sh wheel load. structurally on $hear walls be specdW to com- Section=l1p4(c). ply with Table No.47-I. 158. L)a load reductions should comply with Section 2306. 168. Shear wells utilizing gypsum board (lath, sheathing board) cannot be used to resist loads imposed by 159. Glued-lerr ted[umber should be fiabrk*ed in sopor- rrmmmry or concrete walls. Footnote 1, Table No. 47-I. darns with Section 2511 (f� 170. Railings should be ned to withstand a 2o- (50-) 160. Allowable stnas In glued-laminated members over 12 P -Pw-bc+rt horizontal fora. Table No. 23-B. inctm in depth 2511should 5 a depth roducfbn fac- 110f Section 171. filling kwnft should be designed for a iiv+e load of red. + less than 10( )pounds per square loot. Table No. 23- 161. Bolted =Nwctkxns exposed to the weather are ikrdted B. to 75 percent of the allowable load under protected 177. Interior conditire ons. Whoalways wet, the alknv�able bad shell partitions should be justified structurally for be 67 percent of the allowable bad under protected bh and deflection criteria specified in Section conditions. U.B.C. Standard No. 25-17. Table No. 2r517•S. 173. should comply 162• Anchorage of concrete and masonry walls should corn- with a specific lCBO evaluation report or just test ply with 2310. data should be submitted in compliance with Sect m 105. 163. Plywood grades should owWwm with Tilde No.25-8. 174. Plea$shout Indicate that bundations extend below the 164. .hxdkstkvl is required that suf ci rd slope or carinber is frost line. avafleble to asstre adequate roof �dter - time deflections. In lieu of this, roft mugb �e designed 175. Provide complete spedMcatio--V in ooink rmM.= with OW poa"sible ponding of water. Soction 2305(f� ane deep for 165. D.4311s on be ,i nwtdata an itWred and hardware akxp w4h worki�TF4 data should be s i�pq vedconprior to orderin0 of material. Note that all terrmlonshould comply w7th Section 4303 (c) 3 for fin-resistive purposes. Addldortel Vie: These eheees wee pert d ft pier»and ehaM ramal►somohed 111018110.CoF18CdO ns ae eboa 1ndfs9ed willbe c a npled with. Aechedosd and•erreM.e _ ( 144") of On w w Appnww Orli Checited by-- Daft y Daft •S/- 2 2 wtlnr�t�er ----------- do 1 i I II III I I I I i 1 . �. ! - II E NOTE . IF THIS MICROFILMED1 � � � 4 5 � � i 1 1111 DRAWII4G IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL {•� DRAWING. ( , 1111 ��llilllllll11111IIII IIII IIII IIII IIII IIII Ili! III) IIII IIII IIII IIII IIII IIII illi IIII IIII Ilii 111111111. 4t,111IIII IIII ILII IIII 11 H4 111 11111111111111111111111111111A 1111.1mIN '. 1111IIII IIII�IIIIIIil1111 illi 111111illlliIlli IIII1111illi 25 1990 MAY R ON F� 42 ly 12 _6 eta eop 7_70 6 , r a s -4Wd Q/ Ion .4�Y prw. _ .... v.... _.....,...-. .. .. ._.�. .... ..._. AMA ,. il � � � � � � � � � � � � � � � � � � � i � I � � � i i � � il � iii Ili Ili Ili Ili iii iii Ili Ili Ili rl � Ili : i Ili Ili Ili Ili Ili Ili ili i � i i � i i Ili i � � ,� i �,at � li i � � Ili � lili � � Ili il � i � ilili � .. �. —.� �._--. = � • _�.....,. .. ..- ., �. .,,� ! I I I I _ _ �. I • ! , � ! I f I � I I NOTE , IF THIS MICROFILMED 1 2 3 5 �► 10 11 1 • DRAWING IS LESS CLEAR THAN --- --- - -- -- - -- -- - ---- - -THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL r DRAWING. M Y 254 � 1990 l IIII IIIIIIiI �IIIIIII�IIIIIIIIIIIIIi����ill IIII IIIIIIIillilli�i IIIIIIIIIII, IIII III! IIII IIII IIII, �,�,IIIIII IIIIIIIIiIIIIIIIIIiiI�I11��It111llllIlll IIII IIII IIII Till IIII ii�llllillll Iillllil,llllIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIii IIII illy . ,. ��-�`• ���C..e._:..r+ :.,.+Y �+�I�NF�f�'+u,. . ''+�'R}&""'f11+1(Cts •-a + 1 r . .»... ..,._ - _ ., .. . ^' •,. '...rw..�......++.�.r ...rr. b`. at,rz..,,�. ;.y. Ww` � 1 P.O. BOX 127 • TUALATIN, OREGON 97062 • PHONE 682-2601 JADC'0 CHEMICAL Apri1 301 1987 7060 S. W. Palmer Way Be ,•Yert �n , Or . 97005 21865-- 1 354B -053-000 Insp . Type RAF Blear ,John i"uncan , This is a Fire and Life Safety Plan (review and is based on the 1985 editions of the Fire and Life Safety Code ( UBC ) , Mechanical Fire and Life Safety Code ( UMC ) , Uniform Fire Code ( UFC ) , and other local ordinances and regulations . Approval of submitted plans is not an approval of omissions or oversights by this office or of non -compliance with any applicable regulations of local government . Submitted plans are approved for construction subject to the above noted items and compliance therewith . If we may be of any assistance to you in the future, please feel free to contact us at 645--8577. Sincerely , Gene Birchill Fire Prevention Bureau _..�,.,, 1 i 1 i 1 1 11.1 111 cIJ1111 • � I I I I � I f � I i f � .. �.- - � . I �.� � I 1 +M NOTE . IF THIS MICROFILMED 1 2 � 4 5 � 9 � 10 11 12 DRAWING IS LESS CLEAR THAN - _ _. THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL � DRAWING. 9 Z Z L Z Z 4 Z ' 31111!11 Z G I i I I E i I I I � I j6 �S _ L 9 9 � S + ��I� IIIIII�IIIIIIIIIIIIIiIiiIIII IIlI .IIIIIIIIIIIIIII IIII (IIIIIIIIiill IIlIIIII11111l11IIII IIII IIII IIII�� ,,IIIIIII IIIIIIIIIII1IIIIIIN4il1125 1990 MAY t C1111IIII IIII IIII IIII IIII flllillill!Illllllil111IIII IIIIIIIIIIIIIIiIit II I IiIII! IIII '�' �+� ! III Ilil 1111 I III I II II MF'2260 OCCUPANCY FILE LIST MAY 6, 1987 12: 43: 10 TUAL_ATIN FIFE DIST ( CPU A ) Page 1 KEY SCREEN 1 . Name JADCQ CHEMICAL 2. Zone--Oc c # : 354B - 053--000 5. Special :port 1 : 3. Address 16055 SW 74 AV TI 6. Special Sort2: 4. Category 7. Special Sort3: BASIC SCREEN 1 . Oc c Phone : ( 503 ) 634---0044 16. Census Trac. 'c : 300 Manager t'at C: 1. r�ru 17. Code Edition : 1. 979 3. P h a Ti e 693---3101 13. Bldg Va 1. 0 e $ '250, 000 4. Mail -- Apt# : 19. Con-tctnt Val $ 175, OOO 5. Address 16055 SW 74th 20. Other Value 15, 000 a. Ct . St , Zp : "I- igard , Oreclvr� 9' 3?'1 u 1 . ISQ CJac, s 3 7. Bldy Owner John Duncan 22. UBC Occ ., / ft B.--`/ 1. 0300 S. Phone 646-2-587 2 3. Fire AlAlr�i ,... y . NONE.c= 9. Suite-Apt, : 24. Alarm Syst #1 : 10. Address : 7060 S. W. Palmer Way 25. Prop in U5c Y 1 1 . Cty , St , Zp : Beaverton, Or . 97005 '6. ,Date Built S --10/01 /80 12. Emrg Contct : John Duncan 07. Date Remodel : 13. Em e r g Phone : ( 503 ) 646-2587 28. Ground Area 10, 2 00 14. Ins Type /Mo : ICO / 03 15. 901 Qcc Use : 761 Industrial chemical. manuf FIRE PROTECTION SCREEN 1 . Alarm Shutoff Location NONE. r Power Shutoff' Location I -SF RIGHT OFMAN DOOR 1FT. 3. Water Shutoff Location O-SE COVERED WITH WOOD 15 ' SW OF DOCK 4. Natural Gas Shutoff Location : O-SW NEXT TO THE. BLDG. ON THE CORNER 5. FDC 1_oGlm- tion NON; 6. Sprink ler Control Location NOME-. 7. Stand Pipe Location NON[_ 8. Attic Access Location q. Special Hazard Type Cade 94 MISCELLANEOUS HAZARDOUS` NA­f•t:RIAI_.0 10. Special Hazard 'TUpU HYDROFLUORIC AC ]' D__-_ ( PO ISON & CAUSTIC; ! ' } 11 . Special Hazard Location INi SDE WHSE: 55 CA!_ DRUMS, LOC . VARI ►:S 1 =, WateT• Source Location HYDRANT, NOf� ! !3 75 ' ON ?4-( 11 13. Stairway /Vert Shaft ; Prot Y/N : 1 stairs riot eric_ . l # vert c,haft CONSTRUCTION SCRII FN 1 . ConMt 11-ype CO 11 --N 16. N Prop Li_ Tie 90 / � . 17. Wall. Prot 3. Basmt Area C) 18. S ;'rop Line i 4. Total Area 10, 200 1 `-/. Wall Prot 5. # Stories 0. L Prop L i i i e �+ 6. Height- ftWall Prot 7. Inter Colmn : 30 CONCR[-- TE W PY'op Lime / P'. Roof Const 11 WD TRUSS W": 1. 1 Prot 9. Roof Cover 04 ORD UNE{NO 24 . Area Wa 1 : NONE= 10. Roof Area 0 G5. Area Wal. : 11 . UBC 0cc3/ ft : / 26. Area Wal : 12. UBC Occ3/ ft : / 27. Plan Lor. : WCF'D f= l: l_ F 13. UBC, Occ4/ ft : 14. Auto SP Use : 15. Auto FA Use : WWI= IF THIS MICROFILMED ii I 111 111 fii_i �i i i i ili1il-� i _� i 1� i©li 1111111 � 1i1i1 � i1i1i1 ! 111111 2 NOTE : i9L- DRAWING IS LESS CLEAR THAN 11 , THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL g Z Z L Z Z 4 Z Z Z Z I Z Z 6 T I G I T i i T T T T T 6 g L 9 9 '1111111 S '1111111 T DRAWING. i I , .411111111�((I I Illi fill IIIIIIIII IIII IIII IIIA IIII IIII IIII illi III! fill IIII Illi IIII I!!I Ilii Ilii IIII IIII IIlI 1111 IIII 1111�. .���,111111 IIII Iill 1111 IIII INS 1�I111i1 11`111111 IIII IIII IIII IIII 1111 IIII 1111 IIII Ilii lilt 1111 illi Illi 11111111 IIII II 1111 II11 �II1 II 1111 illi 5 1990 MA &owl I . i t • • c ca I V) K) O in / O .� C: Impwim S 0 of Area �" c 0 i o a I i I I I I i ( ",dew r L T- I 04gyp t1�w CL LX I Sr"qvi 6 I I � �9 I ! y ' ._ - _ _ _. _ - Building must be i l �.__._-_-. _.__ .... ___.._._ � i completed according to city codes and L�, I final inspection made before occupancy. • ++--•,-/," � CITY OF TlGARy. A� `+ APPROVED FOR CONSTRUCTION C!JY OF TIGARD PERMIT NO.A� ® SITE ADDRESS /605-5 Sc-v 7 TA BY 7/ TITLE 91d DATE - 22- 7 z O 1-4 C ! � I i CD z z { , cc U �00 3 V) ti ti (7a ¢ ti 7y qtt Na J��� �.T H , W p ' x Qj cA U SHEET IVO. VICINIT%Y" MAP �no—pi RWI iIIIIl1 IIII111 IIIIIII IIIIIII IIII�11 IIIIi LI Illlil�lllilill II� III111 ( � lil� il�lililillllli ilili( Illll�ili Ili�illlilllil111� 111�I� ili i PI 1 NOTE: IF THIS MICROFILMED 7 --__-1_ — - - -- -- DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO --- --THE QUALITY OF THE ORIGINAL E Z Z LZ Z 4Z Z b�� y�IZ I Z gi [ G I iF11111111111111i t [ I >v'1i I i L T 6 tt 11rDRAWING. 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