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10500 SW GREENBURG ROAD-5 LJurisdiction of t:> r GENERAL PLAN CORRECTION LIST 0aaed on 1985 Edition of the Uniform Building Code_ Owner_ G �� �;ra twr Plan Check No. �_��- Valuation Job Address d `z�� ,rc� �,.. e.,. /Sy•-- Use a �. � ls— �a�A ksA�.;. ;� Zrt, or � city of Occupancy E— 7.,-Aq — State________ _ Construction /�� _Classification jr Total Allowable Floor Area Sq. Ft. Stories_ Basis for Increase Floor Area: Floor ilNlax.) .___ `� Sq. Ft. Floor (Total) + Sq. Ft. Occupant Load 7-- V COMMENTS OR ASSUMPTIONS: Carnections checked below are to be made on plans betom permit is issued. The approval of plans and specifications does not permit tlpa violation of any section of the Building :ode or other city ordinance or state law. GENERAL 10. A fire-resistive. occupancy separation in conformance with Table No. 5-B and Section 503 is required between 1. Valuation should be $ the ` -hour) 2. Show job address on plans. 1 � —.hour) (__._. -hour) 0 5e ✓ 3. Give name of person responsible for plans. 11. Horizontal panty separation. should be supported .A- AIAwith a structural system havviN equivalent fire-resistive 4. Submit fu!ly dimensioned pkK plan. protection. Section 503(b) 5. Give all dimensions on plot plan. 12. The building is limited to. stories ( feet in height) as a Type AREA LIMITATIONS AND GENERAL structure. Section 507 and Table No. 5-D. OCCUPANCY REOUIREMENTS ---- 6. Ground elevations should be shown at corners of the - - /V building and at changes in ground slope. The ground - -'- elevations should be taken at the lowest Point between 13. A room i,, which a water closet is located shooj!d be the exterior wail and a point 5 feet o+j; or at the property separated :rom food preparation or storage rooms by a One, if closer. Where the exterior wall r,� parallel to and tight-fitting door. Sort*n 510(a). within 5 feet of a public sidewalk, alley or other public way, the ground elevations should be the elevation of TYPE OF CMISTRUCTION the public way. The numLer of stories in this building cannot be determined until these data are furnished. 14. Roof coverings should be fire retardant. Sections 1704 7. The total fluor area is limited to and 3202 (b). Details or specifications complying with square feet. Sections 505 and 506. Section 3203 (e) are required. 15. Exterior (court) walls vvithin _ _ _feet of 8. Unobstructed yards of Beet should property lines should be of ...._.__.__.-hour minstruction. be maintained on _ sides Section 03 (a). U- of the building for area purposes. Section 506. 9. Protihde details to show that_ -hour area separa- 16. Oper-ings i..exterior (court)walls within tion walls will tom with Section 505 e). feet o1 property lines should be protected with three- tion ( fourths-;Kaur fire assemblies. Section. 03 (b). (a) Extend vertically from the foundation to a point 30 inches above the roof. (b) Total width of all openings limited to 25 percent of 17. Usable spw4y ander the first Noor except in Group!; R. the wall length in the story under consideration. Division 3 and M Occupancies should be enclosed as (c) All openings protected with fire assemblies having a required in Sectson 1703. fire-resistive rating of one and one-half (three) hours. 18. Fire-resistive(construction for structural frame elements (d) Ducts through area separation welts should be in the exterior walls should comply with Footnote No 1 avoided. N allowed,duct penetrations should be rro- of Table No. 17-A and Section . See tected as required in Section 4306 0). Section 1702 for definition of structural frame. _ Sheet No.1 of S Sheets 183 -:..a�,1 ' ._. ..._. .. ' ,a!iSlYLtif `. [..,w.id'......_; - .- --+rr�... ,...._ _._.__..... __ d +' •• ti�1Ml.. .q '�`_ - ..- !oil1111l1jIIIR11 lll � lll I �� 111 111if11 1111111 11111 1 Ill til 1 � 1 I �1 ISI 1 � 1 1 � 1 ISI 111 ISI 111 111 ISI ISI I � 1 1 � 1 1 � 1 ISI ISI 111 111 III Ill Ill 11l ll1 fll Ill 111 111 Ill ) III I I Irl __. - 1 NOTE : IF THIS MICROFILMED ... ,..,... 4 rJ 6 10 11 12 DRAWING IS LESS CLEAR THAN - �'" - -- '��'-- ------------- THIS NOTICE , IT IS DUE TO THE QUA- ITY OF THE ORIGIWL DRAWING. E 62 82 LZ SZ SZ bZ EZ ZZ IZ 02 61 91 LI 91 SI bl EI ZI i 1 01 6 8 L g S b E Z s►11111111111,II111lllllltlllllllllllllllllll111111111�111111111�II�IINIt�IN1 11j111t1.1v IIIIII 29 1 990 11.��,��1111�1111 11!lllll�11�1���1�111.11 1.ulljlft�tlll�Uft11111lt1llilllllllu11111�1111�111111111�1111�1�11�1! ��''''��''���""����� 1I1 � lit W tltl W 1Ll �Ill.�la BUillll i • INA 19 A weather-resistive barrier should beapplied to exterior SPECIAL OCCUPANCY REpUIitEMEkTS walls as specified in Section 1707(a). Group A 20 Enclosures for floor openings should comply with Table 35. A-3 Occu No. 17-A, Section 1706 Details should be provided to constructiFancies should oe o1 one•hou.- fire-resistive dearly indicate this. on it located in a basement or above the first story Section 602(b). 21 Structural members carrying masonry or concrete walls ��- 36• A-2.1 Occupancies with an occupant load of 1000 or in buildings over one story in height should be protected more should be in Type I, that t., II One-hour, Ili One. with minimum one-hour fire protection. Section 1708. hour or IV buildir�s,except that the roof framim ng system for one-story portions of buildings of Type tlOne-hour orm Type III One-hour construction may be of unprotected _. construction when such roof framing system is open to 22. NonabSorbent finish and txicking for toilet room walls and the room and does not contain Concealed spaces Sec- tion 602. floors should conform with Section 510 (b). 37. Group A assembly rooms having an occupant bad of 23 Shower stall walls should be finished with a hard, non- 1000 or more shall not be located in the basement absorbent surface to a height of 70 inches above the unless the basement is ICC3ted in a building o1 pe I Cr drain inlet. Section 510 (b). II-F:R. construction. Section 602(b). The main entrance __ should front directly upon, or -lave a 204001-wide 24. Doors and panels of shower and bathtub enclosure access 13 Public street at le;lst 20 feet in width. should comply with Section 5406(d) 5. Section c5• Parapet walls not less than_ 38• Light and ventilation should comply;Pith; Section 605. required. Section 1709. ind�es in h.��ght are _ 39. A one-hour firs-resistive occupancy separation is 26• Eave overhangs and similar architectural projections where he largest the p a ce eofrtor uel�nn;al heating plant Should comply with Section 1710. 400,000 Btu equipment exceeds per hour input and the rest of the building Section 608. 27. Projectiors beyond the exterior wall should conform 40 Exterior for rooms containing a boiler or cen- with the less restrictive of the following: heating plant should be protected with three- (a) A point one-third the distance to the property line aut mat coor selur f-closingifassembliesllowhat are fixed, from an exterior wall. Section 504 (b) another story or if less than 10 feet from other doors r (b) A point one-third the distance from an assumed windows in the same building. s or vertical plane located where fire-resistive protection g Section 608. Of openings is first required dire to location of proper- ty. Section 504 lb". Group E Al � 41• Atmospheric separMons should comply with Section 802 (b). 28. Envelope ceilings should satisfy the following condi- tions (Section 4303 (b) 6): 4.2. Use of rooms should be clarified. Note that rooms in (a) Should not be used to provide fire protection beams Divisions 1 'and 2 Occupancies used for kindergarten, and girders supporting more than one floor. first or second grade pupils and Division 3 Occupancies (by Columns should be individually fire protected, shall not be located above the first story. Section 802(c). (c) Duct and other openings are limited to 100 square inches in each 100 square fent of ceiling area. (d) Duct openings should be p"Ficted with approved fire dampers. Q- Special-hazard rooms should be sepa:ated from other (e) Electrical outlet boxes should be of steel and not portions of the y not It one s than 8one-hour fire- greater than 16 square inches in area. ( ) 44. One 29• Gypsum board, lath and plaster and similar ceilings in 20-foot-wide acuired cess o.a public should front dst elf u conjunction with fire-resistive assemblies should be width. Section 803. Y upon, or have n at least 20 feet in irk supported at intervals not exceeding 16 in&.es, horns 20 u Trough 25, Table No. 43-C. - _ 45• Sanitary facilities should be provided in accordance 30. Wood stripping or suspended wood systems for gyp- with Section 805' sum board, lath and plaster and similar ceilings should be not less than 2-inch nominal thickness.Section 4704 �• Light erxl ventilation should comply with Section 805. (b)• (Section 4703 (b) for wall stripping.J `— ` 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 occupan- where the largest piece of fuel cy,fire-resistive, structural and exit 400,000 Btu r hour input and theQ�estt of the building. requirements. .tion 808.per 32 Justifying test data in conformance with Section 105 or an ICBO research report is required for_ _ (croup 1 3 ' Rooms in which rubbish(linen)chutes terminate should � 48• Group 1, Division 1 Occupancies should be of Type I or be separated from the remainder of the buildi Pe 11-FR. construction unles y One-hour occupancy with a Exception in Section 1002 s complying with the P ncy separation. Section 1706 (c). (b). Openings into rubbish and linen chutes andtemninal 49' Gip 1, Division 1 or 2 Occupancies should be of one. 34 s or stair- hour fire-resistive Construction. Table No. 5-C. rooms should not be located in exit corridor,I way'-. Section 1706 (c). 50. Light and ventilation should comply with Section 1005. 60*01 No.Z of d Sho9ft 184 w.... . .SVVAiYk'N4iEJ4'tlfrd6.;.9 .... . r ,:'1_' . r u'.:+,►� � l _.,r.^ ... " �M� iVe�l'�:•,:;::::1+ldKwawrr.v.«,.. r,. ..,, .. ,. :�-^ rr '.' .., ,. ,.WY � �" ■� - - rwrlgl�c ia.,,,, v.4yswA.NuNMYi�'" Lna u�Y.'�tA.NM- pd. ....,�,4,_. ... .,, ,. .9`Y'.y'7st.^.. .may__- .►e.wrws . ... ....._ , �,, � X11111 ► 11 111 111111 I �� 111 1111111 1111111 ' 1111111 1 �11i � 1 I � ill �l 111111 I � 111 � 1 111 111 111 111 ' t1ltl , l 111 111 111 111 111 111 111 111 111 III I � r r �r X11 III 111 111 111 111 I 1 fol .. . 2 3 4 5 6 7 8 9 I'0 f I NOTE : IF TF'i IS MICROFILMED r...... 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - 0C 62 BZ 1Z 9Z SZ 11P EZ ZZ 12 OZ 61 91 L 1 91 GI b l E 1 21 11 01 �6 0 1 9 S b E I I I MAY 291 ) 1, 990 WEI AHI IIIIIIIII IIIIIIIIIItlllllllllltllllll�tt1111111111111�,11�.����111��} �Ll;!)II�1111pi1illla�l1,�,�(.�f�lllllilll!1I1��III�L)IUI11)II11�1�J�I��ltf�l.11!t11111tttIIl111111u�111L11111�1u1111I1�rU�1�11II ul�l�lll��lu�1111+ r} x f r_. r ..�._-... .... ..........-.�.� ._ � - _�._...-.._ ...- .. .. �..�,�w_....,....-r..-...._.. .. ...rwn►x ...�r�� ..-rw� .r.r.w+r•ra r.wM rY - ` ..ti:.,.yy Ny..,�... -A .. -_.- .._. ..._. � .r.. �,.;r..r -.u•.tl.�.... ' . y - •�.. .. .A "•wYrr ...a - rr• ..f.fl-�- �atrWll.. r. _.v .. r..........�y.eFp..a..r. ... w..r.. _ ...... ..........�.. -T,5-1 A on•-hour fins-resistive occupancy separation is 07. A one-hour roams and the rest d the fir•-resistive cxcupancy separation is required between the boiler or ce tial heating plant required between the follows.ng when the largest piece of fuel equipment exceedsAIlding; 400,000 Btu per hour k xA and overeat of the building. (a) StLKage a laundry morns that are within a Group R, Section 1006. Division 1 Occu�ar�y that ars used Mf cnrnon by Wants. SecOon 1202 ((b� 52 Exterior openings for containing a boiler or cen- (b) Rooms containir;q a boiler or central heating plant in �x •atinQ plant should be protected with three- a Group R. Llivisnnn 1 Oocupancy, except whore fourths-hour fire-resistive assemblies that are fixed, with rooms conWn equipment serving only one eutanedic or sell-cross If located below openings in dwelling unit. Section 1212. AnCewld or N less than 10 feet from other doors orW111010 W_ --- SWM building.Section 1008. 68. Every dwel" unit and guest room should have cum- fort h•atirx facilities as specified in Section 1211. Group B - - 69. Every dwelling ;rnh and every guest roam in a hotel or 53. Motor vehicle service stations should be of noncombus. lodging house usxi for slimtpmg purposes afraid be ttlble, fins-retardwtt treated wood or one-hour fire-resis- vided with smoke. detectors conforming with U.B.C. V"COMItructiOnj Section 702(b). Standard No. 43-% A smoke detector should be Installed in the basement 0 dwelling ;units having a 54 Store"areas In excess of 1000 stairway which opens!rim 11* basement into the dwell- tion wholesaki or retail sales should be tseparated Ing. Such detector should oe of nnected to a sounding from the public areas by a one-hour fire-resistive occur deviGe or other detector to provide an alarm which will pancy separation unless the building is equipped be audible in the steeping ureal. Sectk)n 1210(a� throughout with an automatic sprinkler system. Section ----- ------702 (6). Group M 56- Uipht and ventilation sh0uid cornply with Section 705. 70. Group M Division 1 Occupancies are Mnded to 1000 4/4 (3000) square feet In floor area Find one story in height. U;- Exhac,ist wsrt4llaticm at or near floor level is required by Section 705. Section 1102. 71. Garages should not open directly into a room used for Sr. A one-hour fire-resistive occupancy separation is sleeping purposes. Section 1104 I required between a boiler room or central heating plant - _ - • where the largest piece of fuel equipment exceeds 72 An a 400,000 Btu per hour Input and the rest of the building. Pled noncombustible material orasphaft pav- Section 706. Ing material is required for garage floor suftm. Sec. tion 1105. Group R � --- I 56• A Grow R.Division 1 Occu;ancy more than two stories In height or having mars than 3004 square feet above EXIT REWREMENTS ,tft W story should be of one-hour yrs-resistive con- Structim �ucept as pr W*d in Section 1705 (b)Z, 202 b 73. An occupant load sign is required in classrooms, f--_ /VA assembly areas, etc., having an occupant load of morn The than 50. Section (c� See 59. following rooms should haw exterior glazed open- ings for natural want (openable exterior openings for - natural ventilation)as specified in Section 1205(a). 74. Conforming exits are required from the areas below as specified in Section 3303 (a). L 60. Mechanical ventilatdng system in bathrooms should Pmvide%*air ea ar�ss per hourdirectlyb the outside.Section 1205 &14 75. Exits shld have a ri*mm v"ration of on•- �( � should rtmmaxibuilding imum overall diagonal of the or area se . Section 61. Exterior from should not be 3303 (c�--- Inside they as required right t rventilationti76. No point in the building should be more than 150 (200) they do not open � a ard� court or street in feet from an exterior ern. horizontal exit, a000ikirroe with.election 1205�a) •ndoe•d stair- ._ _ wey or exit passageway. measured in the dkicbon of 62. Courts bounded on bur sides with walls should be at travel. Secbon 3:303 (dY_ - Wast 10 fleet In*Vth. For courts more than two stories 77. Exit door should swing ld the directK�rn d in height, the wfired w-;dih should be increased by 1 egross• Sec- b�ot and tin•rr. jwod length by 2 feet for each additional bon 3304 (b1` See doors - s�ory Section 1276(c� - -- -----_ 63. Every sleepkV room below the burth tkxx dmld have 78. Ddu' 4-acting doors shall not be used as exits in ft at least one window or exterior door approved for emer- bll0Whng locations Section 3304 (b)._-- 9on y exit or rescue. Section 1204. 64. room k1thould haus the minimum ceiling 79. Exit doors sf►ould los hsigt>R required ld Seen 1207(a). operable from that j� wWx)t the use of a key, special knowledge o! aftort. Seet+on 65. 3304 (ca Note also!hart flush bats or tuft* bolt ars room should have a nwwrvjm floor arae `� prohibited• Of pare fees. Section 1207 (b). v 6 60. Ern doors should be.minimum Size d 3 1.00 K d feet 06. 20 ftency dweNinp untlts ahotrld comply with Sectio xn irn&*s with a door capable d opm" go degas 1!tt- I Section 3304 (•). shw Ol No. s of 4 Owou 185 / eIYMI. X.kYI"YM�I.. r i ..... .. .......,.. ... .,nA _ • NMYlMM/111'•l7ra. .w.rnw...,. .. .1 . � '�yY:L1Y I � ilI � � l � ° I ° li ° � ° ill lel lei 1 ( 1 111 Ill lel til Ill til llf t ( 1 tit t 1111� � � � I 2 4 NOTE : IF THIS M TCROF I LME.U __ I O � � I � DRAWING IS LESS CLEAR THAN --- I THIS NOTICE . IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - E 62 92 LZ 92 SZ bZ EZ ZZ 12 0a 611 81 LI 91 S i I E I �'. I 11 01 6 9 L 9 S bA Y 29 990 rllllllllllllllltllilllllttillllltlllllliut�flllll°°1111�11°11111°�111°ul�.�}1111,11;11i))�rll!{)11(I,t)�,�j,1,�,(,111111ItIU!�It1.���1IL�I)I(1IILlIIllll�)ttIi1111�1.I��1111111nr11111111(J�.111 1 11 mom" � � 1uu11totl�Lu���l�t l�utl�.��,tui►wlu�u�hlul��1�11iul�ullu.u111�� ......,.. ,. _:,y«.ver• - w..n-.,�, ..n.. -------�,.....yoq.�,.ey+ir.e._.+v.rw,.� i 6'. . The net dimension (ciea► width) at should be 100. Gpeninp in exterior walls below o► within 10 Met of used In determining exit widths :q=4, Section f� exterior sw(vays should be protected with self- 3303 (b). Section 33�?4 (e) d door / three-fourths-hour fire-resistive assemblies. Section thicknesses, panic hardware, door s�irinng�, etc., the 3306 (II• required exit Wk the have not been hnMshed. See door 101. Enclosed usable space under interior stairways should 82. A floor or landing not more than Its (1) loch below the be Peed on the enclosed side as required for orw o threshold is required on each side of an exit door. Section hour Ike-resistive consftucim. Section 3306 (m� 3304 (h). --- _ 102. Nonoombustibie exterior stairs are required. Section 83. Doors should not 3306(n) project more than 7 kx�ea into th►e required corridor width when hilly opened or more than 103. Exterior stairs should nrA project into an area (yards or one half into the required corridor width when in any ) re SII : Position. Section 3305 (d). 3,306(n� openings must be protected. Section 84. as exit Revolving mad) dare are rx,t pem�itted 104. One &%Wrw ay should extend to the roof. Section 3306 (fly (off 85,- I:xOV through another room does not comply, except - as provided for in Section 3303(e). 105. SIX-foot 64*ch minimum headroom clearance for stair- ways should be indicated on ptans. Section 3306 (p). 06. Corridors should have a minimum width of 44 (36) tread r�f A0A � �s from a Pine tangent to the stairway inches. Section 3305 (b). 106. Ramp slopes should rwA exceed -.wv toot in -_ v 97. Ccfraors serving nonambulatory persons should have Wt. Section 3307 (c). an S-".,,„-?mum width. Section 3321 (c). 83. Dead ends d corridors and exit balooriies are limited to 107. Surface of ramps should be roughef i"d r►r of slip-resistant 20 feet. Section 3305 (e). materials. Section 33x7 (g). y - 108. � should be enclosed as spoofied in Section AI89. Walls and ceilings of corridors should be of one-hour JA fire-resistive construction. Section 3305 (g). An archi- (e) One (twat'-hour fire-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. enckwims. (c) Doors should be labeled one (one and N -fiat}- 90. Exterior exit balconies cannot project Into an area hour fin wembfies. where protected openings an required due to location (d) Exk enclosures should include a corridor on the on property Section 3305 Vidiutfl o r showed n to the exterior. Fere-resistive oo ------ - as required lex the exit enclo- 91. Interior oper*rps Into corridors should be protected as sm. lockkg R°olected opeinings. Ory exit dais specified in Section 3305 ft are permitted to open into the c'omdor. (e) An approved barrier is required at the ground floor k; prsvent people from accidentaty continuing to that 9...,. Stairway should have a ntinknum width lower level. Of Inches. Handrails should not project Usable.space Is not allowed under the stairs. more than 3+h inx,ivs into the required width on each side. Trim should not project more than 1% Inches into required width on each side. Section 3306 ft 109. All required eras from the building should be smco,e- 93. Risers on stairways should not be less than 4 inches nor proof erxloatxes complying with Section 3310. _ greater than 7 arxi runs should not be less than 11 Irx�tes. 110. Openings into exit courts less thten 10 deet wide should Section 3306(c)' beected with labeled 45-minute fire s Prot re assembl►e,. Section 3311 d)_ Also see 'each court" definitart iii 94. Landings on stairways should have a dimension In the Section 3301 ft Openings more than 10 lest above!the direction of travel equal to the width of the stairway but court floor are exempt. need not exceed 44 irx:Ms+ox stairs having a straight ruin. I _ Section 3306 (g). 111 No oper*V dhow than required exits are permiftod in "-' erxtt patsapewsys. The passageways 95. Doors swinging over larx.4ngs and in the fully open pcosi- -frown fire-resisttv�e oonstruc.'tion. should be ofSection 3312 tion shall not reduce the requt.c;orme►;sion by more than (ay. 7 inches. When a landing serves an occupant bad of 50 or more, doors in any position shall not reduce the re- � / p 112 Exit ykxrtlnation and signs should be prcavided in con- quered dimension to less then one haft of its rdquirod 1�/j ��with Sections 3313 and 3314. width. Section 3304 (i). 96. Basement portion of stat-ways should have an113' A ole(cross aisle)in auditorium should have'a rr*n►mum approved barrier where continuous to upper floors In an , width of Section 3315 (b� Section 2315 (e) exit e+xlosur+e. Section 3306 (h). --_---- -�--- ---- ....- 1114. Rhino hardware is required on exit doors server Group 97. Vertical distances between stairway larxiinptr ars dim- A Occupancies. Sectiomi 3317 (d) and 33 t 81'I In I►eu ited to 12 feet. Section 3306(i). of this, doors shall have no k)ck.s or latches 68. Handrails shoui',i be placed not less than 30 enctws nor 115. (Main and sae exits in oonlo►inanr a with Section 331 more than 34 inches above the tread. Section 3306 i,, are enquired for G A, Division 2 (2.1) (3) Occupan. Two handrails are required where stairways exceed d. Section 3318W kx:hes In width. _ 116. Corridors of Gnatup E should have a width 09. Guardrails for stairs, balconies turd landings shove RNX*Ad by Section 3302 pkis 2 feet,but not Itis than 6 conform with Section 1711. Note that maxkmum dear- #W. Section 3310 W IT once between Intermediate raft Is 6 irew. 1"Wet Na a off of mte 186 YJ • . fir... • _ • �� t • I I I l f I + + " ,y .�b �r11111 � E ► Il �il I S I �� tls � lll s ( t Ill Ill Ill 111 111 I �1 t�'1 Ilirr111 11r I�jl I I I 1 I I I I I 1 !- I I I I t 1 1 1 I ~ � . 0 I � � � � � � � � I � I i � � I I � I I 1 � l ` I � 1 I I � I I I � I � III � IlIIIll � lllllllll ( IIIIIIIIII1lIIIlI � Illil ( I Ill � tlfl11f � 11 ) .. NOT r Z 4 .tl I E . 1 F THIS M J .,t�JF I LMED ►.....,.:...�,� ,.. - b �J 6 7 $ l o ! ! � 2 DRAWING IS LESS CLEAR THAN THIS NOT ICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL D RAW I NG. ,: --- OE 62 82 LZ 92 192 b? EZ ZZ,' 12 02 61 AI Ll 91 SI lel EII ZI 11 01 6 8 L 9 b E Z I �►ur,,.� rill Illllllll ttttlltt��tttlllttt�ttflllttl�tllelllll�llli�llll�lll��lll��a�lllllll��lllthlll.�l�Il,�,�.�l..i.llillll�Il!��tlll�IIII�IIU�II-II�IJ1��}i�1111l1�.U,I��IIDI�IMt�IIII�IIUIiIl1.�1111�1111�11111�11�1�t�li�� --''----..--11 " � • .T �,UlliLL ll�llllll1J11U1L�llf�l�llU�llllllUlllW�llll MAY P 29 ) 1990 . ... ..�.�......,._.___ - _._.. ,,,�,�� ..fir:----__.. .. �... _ - .,.. _ �• . .. ,,,., ,_,,,�.e.._�... _....,. • �a .r ,yv ..� vii .r x ':� I!r 610UO (g�hould have no fess than two exd , 154 feet in height. Table No. 38-A. fstalirs. Section 3319 136. Buildings Six stories or mons in height should be pro- 11e. Exit stairs serving an occupant bad of more than 100 in vided with not less than one standpipe during con. I a Grip E Occupancy should have a minimum clear struction. Section 3806(b). width d 5 beet. Section 3319(G� - "`� 137. AuWmtie sprinkler system plans should be sutrrnitted 119. Every room with an occupant bad exceeding 300 in a to determine compliance with applicable bulldin I Group E Occupancy should have one of its exits Into a plumbing and fire codes. separate exit system. Section 3319(b). At 7e _ 120. When three or more exits are re"red in a Group E FIREPLACES AND CHIMNEYS Occupancy, no more than two required exits should exit krto the same exit system.. Section 3319(b). 14A138. Chimneys should comply with Sections 3703. 3704, 3705 and 3706. 121. In a Group E Occupancy r►o point in a room should be i more than 75 feet to an exit axridon enclosed stairway 139. Fireplaces and barbecues should comply with Section CW exterior of the buikhng. Section 3319(c). 3707. 122. Exiting through adjoining rooms In a Group E 0xupan- cY Should comply iivfthh Section 3319 (d). FINISH WORK 123. Panic hardware is required on exit doors serving rooms 140. The interior wall and ceiling finishes should be specified containing 50 or more occupants and in corridors of and comply with Table No. 42-B and Section 4203. Group E 0ccuparkies. Section 3319 Q). - 141. Gypsum wallboard (i-rierior lath and plaster) cannot be 124. AN required exterior exit doers in a Group I Occupancy / a. installed on weather-exposed surfaces. Sections 4705. shill cpen in direction of exit travel. Section 3321 (a). 4711. See Section 424 for definition of weather- exposed surface. 125. [kora from bedrooms and wards of Group 1Occupan- cries and all exit openings whore nonambulatory 1 142• Skylights should comply with Chapter 34. Mastic sky- patients and housed should have a minimum clear width lights aro allowed only under conditions specified in of 44 inches. No projections in this width are allowed. Section 5207. Section 3.321 (b). --- 143. Glass and glazing should comply with Chapter 54.Type 126. Panic hardware Is required on exit doors serving more and thickness of glass should be specified. is than 50 occupants in Group I Occupancies unless there latch or lock. Section 3321 (f). 144. Glass and glazing subject to human impact should All comply with Section 5406. FLOM ROOF CONSTRUCTION,COVERING, SKYLIGHTS, ROOD STRUCTURES , ------- 8TRUC7IIRAL 127. Dreftstopplrg as specified In Section 2516 (9 4 A shall be provided within a concealed floor-ce&V assembly 145. Spacial inspection in oonforrnarco, WM Section 306 is breed of cornbwjbbie constriction. required. '128. Grfrttstopping as specified in Section 2516 (f) 4 B shall 146. Soil classification in evonf.-,T►encs with Thbh No. 29-B be provided within attics, mansards, overhangs and and KWVS per square bot soil baa sir lar concealed spaces formed of combustible value used in design should be specified on plarts construction. Section 2905. / 129. Root drainage should be conducted under the public; 147. The foundation investigation report mentioned in pears sidewalk. Section 3207 (e). was not included in data forwarded to us. It should be submitted for review. 130. Overflow drains having the same size as roof drains and on independent drain lines are required. In Neu of this, 148. All masonry or concrete elements resisting seismic overflow should bescupp rs h� m times the size of roof drains Ilomes should quality as remk"ed eleents. Section should have inlets lomeed inches above system 2312 (j)2 B. points of the roof. SWJon 3,207(4 149. Precast concrete wall panels should be jusdfied Por 131. The aggregate area of penthouses and otfwr roof struc- canplcance with Suction 2616 (c). turn cannot exceed 331A percent of ft suplxxting roof 150. Wood ���s i+r ay bads from ffwson cx arcia. Section 3601(b). concrete only urKW the conditions specified in So0on 2515 (a). AUTOMATIC SPRINKLER SYSTEM _ - 151. Structural calculations should be submitted to lustity 132. An apgmved automatic sprinkler system in the _ the adequacy of the structural system in rssistng sols• required. Section 3802. This includes blind mic arxi wind loads, and Supporting dead and kvv spaces enclosed wholly or partly by combustible loads. Miis incudes foundations. co nstnxZon. Alea� ozo--' 11 152.. Justifying calculations and details should be provx*o /12 133. Class I or all standpipes are required in sprinkbred buffed ler 40 ings four or more stories in height. Table No. 38-A. 134. Class II standpipes are required as specfisd M Table 153. Roofs shall be ler snow loads of -_ No. 38-A. _ pounds per square Section 2305(d) tlkaewr No. ti of•#Meets 167 5.,. :«. •_._y�_ .. '• 1 „R ,{8P.4�IVdttAY3'a' ;tlr'.ta. rr.t'-Y a v.. it . - ._,.. - _ ........ .... ` � K. �111I1 � 11111 �11IIlfltlfll �� III � III � ItIIItllllilltl � lilllllllllll ( lll �llltllltl I � lll � llitl � ltl Illllll ItII1) I Itl � ltl Itll � tl Itl � ill Ill ' Ill ill , lll fel Ill ill Ill Ill Ill Ill Ill Ill ill . NOTE : IF THIS M ICROV I LMED u 4....._. 2 4 5 6 7 g 9 1�0 1 1 12 DRAWING IS LESS CLEAR THAN -THIS NOTICE , IT IS DUE TO ! THE QUALITY OF THE ORIGINAL D RAW I NG. - OE 6Z 92 LZ 9Z SZ bZ EZ ZZ 12 0Z 61 B1 LI 91 SI b1 EI ZI 11 01 6 9 L 9 S b ►IIIllllllllllllllllltlllltlllllllltll�lltl"Illlllllll�lllllllllll�l�IIIII�I I�,Illjll��l(icellilJ��t���I�UII�LI��W �lll��)It1�Illt�Ull�litl�111�111.�11111011i1�1111�1111�IIIL�IIIIIIIIIIII_i11.111�1�1��t -''-I -11616111111111 .I- - llljWl�ll­4MMO 29 1990 Qla llulllllllllU1t111Lu1!!l�1llJ�lllll lul�lill�1111 M A Y �r....�.- ..__ mom v z R4r.9 x� r -•..__...n._.... -- +_.. ._. --. ..... ...._ ,- •,,�,•��.a,. - ., «'+r. ......._.�...Y...,._.- ._.....„.a,n„sr,tr.,„, �„ �, �p� !� • ,•.._� _-._... -..._>.......fir' _- _ + n 13,54. The rod should be designed for uplift wind pressures 166. Vii kWV data cx details for steel decking used as a dia- with due consideration for kteral support of compnW phrogm should be provided. Information should oompty A4 cion Ranges of flexural members. whh a specific ICBO evaluation report or test data submit- led in compliance with Section 105. 155. Floor bad should consider•20-paxtd-per-sgwre-bot aha 167. Detadb ild be provided on rod (floor) diaphragm commpctiv partition bad. Section 2304'(d). That Indicate how the shears are trans- 156. Marquess (NoWentI&I balcoreles) should be designed Jerrod to vertical shear-reslsting elements.Connections ler a 60-pour6per-square-fool liw load.Table No. 23- 0iould be Justifiedwith structural calculations ler com- akwable values. 157. Garages for the of pri==wheel cars should 1�. structurallNailing y wallsgypsum board (should be sppocffwd to used com- bo for a knt<xn bad. ply with Table No.47-I. Section 1304(c). 158 live bad rsdcx�iorts should comply wi:�. 2306 109. Shear walls utilizing gypsum board (lath, sheathing board) canr.... be used tc: assist loads unposed by watsoc159. Glued-lerntirtated lumber should be fabricated in accor- '� concrete wells. Footnote 1,Table NO. 47-I_ dance with Section 2511 (f). 170. U ings should beontal'force. 'able No. 23-®.es nsd 0 withstand a 20- (50-) 1 pound-per-led horizontal 60. Allowable stress in glued-laminated members over 12 o kxhes in depth should consider a depth r+edL+ction fac- 171. Cell-tg framing should be designed for a live bad d not lor. Section 2511 (d)5. Iesa than 10(20)pounds per square foot. Table No.23- 161. Bolted connections exposed to the weather are limited _. In 75 percent of Lha allowable bad under protected 172. Interior partitions *(mid be justified structurally for our Jrtwa- Where always wet, the allowable bad shall be 67 percent d the allrwable load under proteded �� and deflection criteria specified in Section conditions. U.B.C. Standard No. 25-17. fable No. 25-17-S. 173. should comply 162. Anchorage d concrete and masonry walls should oom- �, with a steric ICBO evaluation report or justifying test ply+withSection 2310. data should be submitted in compliance with Section 105. 163. Plywood grades should conform with Table No. 25-B. 174. Plaits should ktdw:ate that foundations extend bslory the 164. Justification Is required that sufficient slope or camber is frost line. available to assure adequatearoof after long- 175. complete "sciffcati in c ilonnrtartoe with tune deflections. In Neu q1 this desiprted1br possible ponding of water. (f� 165. Details on stnssingr�enwthod and hardware song with work.This data data ashould be submitted wd ate to ordering of material. Note That allshould comply with Section 4303 (c) 3 for fire-resistive .� purposes. Addltlonal Corml. loos: These sheets ars a part of the plans and shall mntain attached Thereto. Corrections as above Indicated will be complied with. Polwc ked and approved (Sign Nero) • t&pnwLow at Owr»r or Apprcr+ll Dene Checked by -4&eV Date — nAMM loos Shoo PkL e of s Shaels 1$8 i I I I IIIIIII � tIIItfl� 11111lI � Illllll � lI11111 � 1iIll �� ililil � lll �111lIIIRllllr + l � llllllll11111 , lllllll � l) llill � Ill � Iil � 111� IR1 � 1 � 1 � 111 � 11i 1111111 IIII 1 1 1 .,I I � I �1I11111111 1111111 IjfIII ) _ . I � � NO fE : IF THIS MICROFILMED - '4 .. _ 6 _ -- 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN TIS IS NOTICE , IT IS DUE TO 'HE QUALITY OF THE ORIGINAL DRAW 1NG. � - - OC 62 82 12 9Z SZ V EZ Zz 12 OZ 61 81 L I 91 S I b I CI 21 I I C : 6 8 1 9 S b E Z i►II�tIIIIIIII�IIIIIttll�tlllll{II�It1111lliirl1111IIlIIlI111111IIl1lIIi11��1���11�111111 ,11111111!11�1��!)�j.1�111111�1I!.I�II�)1111�I�Iull1-1111.111�j1t7llljiljl)+�IIIfIltitllllllll�lll1�t111I1U1�1 1 �I u�ll1l�_u� �>��I►! ��i11u u11u hmhuLaulll!!�1ltlll111�1l�1lW111111 29 1 ' - w.i...�,. -._. .. � .-....^.w .r �... � rv•Ml.,•-•r a ^•tM.n.w.w ... ..... LG► Jvs Ida ,nel `if Ago-MOI 0 s 100 r A-A le -Amm A"QZ" =--- • ♦ dav • !'Zu2.R eA:in.� 6 c r • �R ,� I � I � I ►� � I � � il � � � � � � � � � r"I� � � � � � il � � � I � � III � I i � � ll { i - 1 {� � � { I t { lil {� I � I � I � i �e { I I { I ISI Iii ill i � � � � I I ) I I { I ISI ISI I I I I i� I Jill 111111111t NOTE : 1. F THS M ICROF 1 LMED 2 3 4 cJ 6 7 B 9 10 + 2 DRAWING IS LESS CLEAR THAN i THIS N01 ICE , IT IS DUE TO THE QUALITY OF THF ORIGINAL DRAWING. 0c 6Z 8Z Lz 92 Sz fp Z! c2 ZZ 1 ? 02 61 91 LI 91 SI bI E1 I 11 01 6 9 L 9MAY ' o ? �ulllllll�llll�llll{11�1�����{�IIIII�tI�IIIlIl111{111111111111u111I�I��II�I�LI�I,I�I���i11�111111.X11.��11au�U11�1���1�1�I�luIlI111�.���111���111�.11.1!1111111111i1111111u1111d�111111�u�lul 1 29 1 ) 1990 .... 'Iff~ —A. .�,, ..._I►..-Mly�'�,ni....:.. ♦ ".y" ,�,:.r.r.Ny.�' �}OM•'. - .. ..._.� _ �Q� Ip e lvr'T �C k-+ E OuL� % TA 6m. Lo AC-1 o, M B !-+ C g' Joy► c. 1�1 to C V CA A C-.2 A C,- I S Cl C3 110 2 osr V 3 30 . 3 M coo, 7s CPrA P�_ ( 0 H l ' L ao 2�W d JE L SO �u u SCALE: 1011 APPROVED BY : DRAWN BY . G'�l� �✓i. FV-T-E,,roc:. DATE : REVISED �3 DRAWING NUMBER 11 X 17 PRINTED ON NO. 1000H CLEARPRINT• _ • rw+�? - ,,.e i'f}liiswk^f'.e ..:..F_..:.eraseu;ro ..; . _ y alw ''� I I I' I 1 , �,.�,«... 'r.�-�,-�-„-�re+.•;t�-,.-.�*,�,,.�-aR�r.�.+�w.rw.....n,..:. .: :_... -,n�r.!l�!-._.._`"'_._.-____ ...,,,.�. .....,..._. ., .•�, ._-. � _ .x _. .. _.� '"' .� - _,.�....��.. - _. .,,,,�,.�IIr�R�,, .,N�,. ._ ,',, ,.,.,,r.,,.... ._. . M ! I I 1 III111 1 Ill � i 1 1 III I I III I , III 11111 I I III. 1 1 III I I III I I III 1 1 III I I III 1 1 III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III I I I i t l i l l l i I I � .; � I I� � 1 h III I I ! III III l � i III I I' I III III III 1 I IIID I I I I I I I I I I I I III III � � 111 f 11, �^,.�,� .. NOTE : I F THIS MICROFILMED . ._ __. I 3 4 5 6 7 8 9 10 I I 12 DRAWL 1 IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE. QUALITY OF THE ORIGINAL D RAW I NG. - Oc 6Z 8LZ 92 SZ bz f.2 ZZ 12 02 61 BI LI 91 SI bl EI ZI 11 016 8 L 9 S b E �►II IIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIr�tlrllllilllllll�lllllll�II111�11�11.I�IIIIIIIIIII�IIIIiIl�i1,�,��1111111�1.1!�ILI���lll��)IIIIILIiIl,1119►�JllI�.U)�iII11�I�tllllllllit111111�IIIlIlU1II�iI1U11,111U1�! y, ul�uillwlullL�ul��.�lll��llllulluulll�� `y Va �..__...+.-._....-.�.n. .� y� . ._._.-._..... .....»,rte.............».r .. - ..w•r..� ..yy1.1M -.-... .f.y:,,ln.�..M.a�,�_ . S' r. TENANT PERMIT DATE GENERAL NOTES SYMBOLS LEGEND CELLULAR PLUS 1. All clear d;mensions are to be exact within 1/8" + along full height - and full width of walls. Contractor shall not adjust any dimension marked "clear" or "clr" without written instruction frau the architect. MM 1E -- Z i BuildingStandard Detail W i ,5 New special outlet. See note at location and test F/M form. � � ?. Contractor shall adhere to all codes, rules and regulations governing v r construction, building access, and the use of facilities as set by -4 Story Building local building department agency and the building owners. ^'v- T ) New cheightcations outlet for CRT mounted at building clan- 3. All standard construction shall conform to the standard details for "1 Room or Space Number dord height. a'AI NT tenant improvements except as expiicitly superceded by specific details approved by WCpRTF_R WCxKAJ. 3Stor Y Building Telephone/Communications Flo,,r Outlets 4. Location of all partitions an,i doors shall be approved by M`CTF•R Arrow indicates direction of face of-niunument) NZQ hoCz►cAJ. as marked in the tic!o prior to construction. Contractor ---Room or Spate Number shall notify M°GAKiEIt I�tl'SN of any discrepancies or conflicts in (� > New building standard monument cored into flour CARPET location of new construction. y� - - Interior Elevation NLI'4ber 5. It shall be the responsibility of the contractor herein - either or -- apparent or obvious - prior to start of work on that item or- hear the ---Sheet Number }J Existing outlet to remain responsibility of correcting such work as directed by the architect. � ��C��C a 6. All blockings to be fire treated. 4�-- -- Detail Reference i!In Existing monument to be removed and capped flush with top of - Z UJ _ slab. tA BASE W Sheet Number CO-0 ' �� CQ � - New special outlet. See note at location and tenant E/M form. ' 0 L) Q FI � GENERAL FINISHES Section Designation ' New building standard monument cored into floor to be capped ------ Sheet Number � > 9 1, All veritcal surfaces to be painted U.O.N., stipple texture, eggshell (/ above finished floor. ' ,�c LAMINATE ^ A ,�' sheen. Contrac.or shall provide architect with a minimum of two 8xIG PLASTIC LAMI NATE N EyA,•� brushouts of each color and finish for architect's approval at leas_ New Casework/Millwork Built In. two weeks prior to site application. Wall tests will he required one ._.. . .- � See elevations and details sheet No. 12. week prior to final approval. Architect reserves the right to adjust , any color once the wall test has been made. Description and date set forth in "issues and revisions" All partitions, columns and exterior walls to receive building Stan- 1' " ^' number: Denotes revision or addendum designation. dard base2VAj tall. Straight, base at carpet, cove base at tile h - -' flooring, U.O.N. Existing unless otherwise noted Lt h3-tig Legend WALL COVERING V t 3. All doors to receive building standard finish throughout, U.O.N. 1 4. All glazing and glazing sections shall receive building standard Door and frame assembly. See door schedule. finishes, U.O.N. : New building standard 2x4 flourescent light fixture and lens. l...k.. j 5. All HVAC fixtures, trim and accessories shall be painted to match M ` 1�p� - - -- ceiling, U.O.N. r Gypsum board ceiling or soffit. See details. = New building standard 1x4 fluorescent light fixture and lens. FLOC>R CO V LII NG Q a �-- - / h. All millwork and casework shall receive finishes as specified by J M'LAOUIER exCWCZWAJ- See millwork detail No. 12, T-NANT STpwot4 jS l New building standar,! 2x2 fluorescent light fixture and lens. MONO Existing construction to remain l A 7. All areas, except as specifically noted, shall receive carpet. Con- tractor shall coordinate undercutting of doors with thicwnes , of carpet. Doors shall clear floor finish by 1./8" maximum. # Existing partition to be removed Existing fluorescent light fixture to remain. J New tenant sta•• 'ard partition - floor to ceiling. See 1 I building standard detail. No. 1110 r"-� Relocated existing fluorescent light fixture. `'�;,� i I i CEILING NOTES " New tenant standard acoustical partition - floor to ceiling. Existing fluorescent light fixture to be removed or relocated. ; 1. cell new or relocated light fixtures and HVAC grilles to be located on See building standard detail. No.3/10 _ ceiling grid U.O.N. Contractor shall notify OWNER of any p n conflicts with the suspended grid system, HVAC, or sprinkler fixtures r- Building standard with special lens GENERAL NOTES e a.a.__..aaj New tenant special acoustical partition - floor to str.cture � prior to installation. See building standard detail. No. 2110 U J_ Hof USED. • • • • New building standard corridor wall - slab to slab. See O New recessed building standard incandescent downlight. 3. Where lights and switches are not noted with a lower case letter building standard detail. No. 2111 switch designation, the switches are to be connected to only theO New recessed building standard incandescent wall washer. lights within that specific room. J New building standard partial height glazed partition. See 4. NOT 05F0. 1 3 details. No. 1/4 W ) txisi.ing dohnliyht fixture to remain. L1_J u New building alternate full height glazed partition. See 06 5. All switches, thermostats and any other wall mounted contrnl devices detail. No. 2/4 L� are to be mounted at +48" above the unfinished floor, U.O.N. OleRelocated existing downlight fixturt. r/7T1,� New custom wall. See detail. 6. All exit signs are to be building standard, installed at the center of the coiling the show. , U.U.N. X Existing downlight fixture to be removed. 00 7. Unless otherwise noted, all incandescent lights to be on dimmers. �-r New partial height standard partition. See detail. O Dimmer controls shall be Lutron Nova series with no exposed heat sinks. 0 Wall mou•iCed exit sign, building �Landard. See plans for o O location. Arrows as indicated on plans. rte-, I New buildCo Idling standard. 1-hour rated wall. U U �--' 8. Where switches are shown adjacent to each other, they shall be ganged and covered with a single plate. � Ceiling mounted exit Sign, building standard. Arrows as indicated on plans. 9. See mechanical and electrical drawing for information regarding 0 lighting, circuiting, and HVAC ducting layout. Electrical Wall Outlets Z New building standard light switch. Lower case letter 10. Downlights and wall washers located at center of tiles unless other- �3 denotes lights to be switched. wise noted. „- New building standard duplex outlet mounted vertically at 1 12" z �I to C.L. New building standard 2-gang light switch to he wired to �- fixtures in compliance with Title 24 requirements rower _ New building standard duplex outlet mounted horizontally at - case letter denotes light to be switched. ELEC/TELE NOTES 411 to C.L. Dimmer switch. Lower case letter denotes lights to be 1. All switch locations, thermostats and ary other wall mounted control New fourplex outlet mounted at building standard height. I-+ r switched. devices are to be field approved by OWNER before instal- lation. See sheet for locations. Undercounter fluorescent lightstrip cont. in space with ?. All standard electrical and telephone wall outlets are to be mounted switch at fixture. vertically centered at 12" above finished floor, or at f horizoctaIly Existing duplex or ;ourplex to remain as noted. Existing duplex or fourplex to he removed, cap off behind Fluorescent light strip cont, in space, 3. All electrical devices (switches/plugs) shall be the same color as the G face of finish, cover plate. Surface mounted 10 fluorescent light fixture. c 4. Unless otherwise noted, dimmer controls shall be Lutrun Nova series Special outlet. See note at location and T M/E form. with no exposed heat sinks. C: 5. Unless otherwise noted, all electrical and telephone floor mcriuments Clock outlet. See plan(s) are to be building standard finish. � ns) and/or elevation(s) for location above finish floor. 4- C-4 6 A 3 minimum of " clear must be maintained for an floor monument adja- cent to a wall unless otherwise noted. Junction box, See note at location. - APPROVAL. DATE vl o 7. Contractor shall verify and provide correct outlets for special elec- N C 4d cV trical and communications equipment as noted on tenant E/M form, Plug-rnol,i. See note at location. 4J r"`� V Q o N B. Provide correct amperage for all equipment noted on tenant E/M form. Electrical Floor Outlets 0 C ' g. Whe a monuments are shown next to each other, they shall be located as Arrow indicates direction of face of monument) - ~ O close together as practical. DOOR CHEDULE Al 10. For outlets indicated at special mounting heights, mounting height is New buildingstandard duplex monument cored into floor. I- to be measured from unfinished floor, typical outlets at special ti» W p heights shall be centered at dimension shown and mounted vertically. DOOR RAM HARDWARE New building standard fourplex monument cored into floor. N O. SIZE MATERIAL FINISH YF W - W pl >r 00 s 11. Electrical contractor shall verify and coordinate conduit runs, _ E k - - rT-- -r I C7 U J „'�j 1� J Z z y 000 circuiting, and wiringas required to provide complete electrical x >- > CO M Q N O H C fnstallatQon. As-buit re:ords of circuitin and shall be _ � V W CO I a '� Q ' _ ~ QCL prepared at the project completion. 9 9 ':) Cxistiny duplex or fourplex to remain. Verify direction of W - X W CL W W face. j ; o I he N i Z 0 yd d p W aL �j Q 3.6 HARDWARE SCHEDULE: 12. See mechanical and electrical dra togs for `Either notes and infer- cY a � t� ~ � I N O IJ O J � ,N � ' W � �•/ ES 0 C x J ; O .J F- O A. furnish the following hardware indicated on the Door Schedule, V motion, Special outlet. See note at location and T E/M form. wIDTN NEIONT 'INK. - m _! W U. a U Y to Z H DC7 Ii, Section 08950, or as required to complete the facility: A 3-U 8-4k, 113/4 T A B1 L1 - - Cl - S1 - - G1 - 20 ENTRY MANUFACTURER'S NUMBER MANUFACTURER'S NUMBER Existing capped electrical or telephone outlet. I 1/ -" SYMBOL _Q ANTITY NAME AND SIZE FINISH MANUFACTURER SYMBOL QUANTITY NAME AND SIZE FINISH MANUFACTURER -(� P 6-0 8-41; 13/ T B 82 L' _ 82 - C2 - 52 - G1 M1 20 ENTRY Butts and Hinges: Flush Bolts: Existing monument to be removed and capped off flush with C 3-0 8-414 13/ 4 T A B1 L3 - - - - - S1 - - iNT. ii top of slab. -- - �- t - - - B1 2 pr Butts RDFB8179 4 x 4 US4 Stanley D 3-0 8-414 13/ T A 81 L4 - - - - S1 - INT. B2 4 pr Butts RDFBB179 4 x 4 US4 Stanley - - --- - FB2 1 set Auto. flush Telephone/Communications Wall Outlets E 6- + 13/ T B 82 L6 - - - - - S2 - - - M3 DUMMY Locks and Latches: bolts 599 US4 Ives I F 3-0 8-41, 13/4 T A B1 L5 - - - S1 - - - M2 DUMMY L1 1 ea Lockset 1?.-14-8105 LNF US4 Sargent Closers: 1 New building standard cutlet mounted at building standard - - - - - _ - - L2 NO VISIFSLF- FINISH HARDWARE ON INACTIVE LEAF G 3-0 8-41 13/4 A 81 L4 S1 ST,RM L3 1 ea Lockset 28-24-6G05 BS US4 Sargent C1 1 ea Closer 8501 Sprayed Brass Norton I height - - - - L4 1 ea Latchset. 28-24-6G15 BS US4 Sargent C2 2 ea Closers 8501 Sprayed Brass Norton H 3-0 8-41; 13/44 A B1 L3 - - I - S1 - - ST,RM L5 1 ea Dummy trim 6U93 BS US4 Sargent , Existing outlet to remain I 6-0 8-41, 13/44 8 B2 L8 - - - - 52 - - - M3 L6 2 ea Dummy trim 61.193 BS US4 Sargent Stops: � � DOM L7 1 ea Dummy trim 6094 BS US4 Sargent L8 2 ea Dummv trim 6094 BS US4 Sargent S1 1 ea Stop 4368 US4 Ives Existing outlet to be removed - cap,oft behind face of finish J 3-0 8-4ta 13/4 .1 A B1 L7 - - S1 - - - M2 15 D,UM _ -��-- S2 2 ea Stops 4368 US4 Ives APPROVED FOR CONSTRUCTION! Gasketing: - - - CITY OF TIGA RD G1 1 set gasketing 5050 Head & Jamb Stanley 1-- PERMIT NQ 04U' c; /.�..,.. SITE ADDriE:S.,, . OofdO JN! 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