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10220 SW GREENBURG ROAD -2 ��Jurisdiction of _. .._��. GENERAL PLAN CORRECTION LIST z ; ,�-: ' � �, Based on 1965 Edition of the Uniform Building Code Omer -�'� �- ��,.z-�`� �" - -�-�.L, � Flan Check No. 7� Valuation r Job Address `' �'� .. d� �c - use City , � ,«- ,r-ti .� Type of OccupahCv. � ,-, // Yp a 2.- : State �- '�L c. �' Z_• -�� Construction e- " �� Classification- Total lassifi,nation_ Total Allowable Floor Area Sq. Ft. Stcries -_ -- Basis for Increase Floor Area: Floor (Max.) ~r"" Sq. Ft. Floor (Total) �i't? `r Sq. Ft. Occupant Load - COMMENTS OR ASSUMPTIONS: _ 0o e et�id� 'Z.'2• / � /;/• �3� ..�1 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 or other city ordinance or state law. GENERAL 10. A fire-resistive occupancy separation in conformance _, j; --- the �� i Table No. 5-B and Section 5'33 is required between1. Valuation - tiuid be $ 1�� ----hour)i -hour) 2. Show job address on plans. -hour) ( --Dour) F 3. Give, name of person responsible for plans. 11. Horizontal occupancy separations should be supported -_ V�- with a structural system having equivalent fire-resistive 4. Submit fully dirriensbned plot plan. protection. Section 503(b) f S. Give all dimensions on plot plan. � _. � 12. The building i:�limited to�._. stories ( feet in height)as a Type AREA LIMITATIONS AND GENERAL � � structure. Section 507 and Table No. 5-D. OCCUPANCY REQUIREMENTS -- - 6. Ground elevations should be shown at comers of the building and at changes in ground slope. The ground —�" 13. a1 elevations should be taken at the lowest point between room in whic,; a crater cto3Rt is bated should be the exterior wall and a point 5 feet out or at the property 1 ' separated from food ip%.aparation or storage rooms by a fine, if closer. Where the exterior wall is parallel to and kihi-fitting door Sects 510(a). within 5 feet of a public sidewalk, alley or other public way, the ground elevations should be the elevation of TYPE OF CONSTRICTION the public way. The number of stories in this building - -- cannot be determined until these data are furnished. 14. Roof c:ovedngs should be fire retardant. Sections 1704 e and 3202 (b). Details or specificatiocis 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 feat of S. Unot,structed yards of Beet should property lines shoula 5e of ---hour construction. 1/ be maintained on_ sides Section 03 (a). of the building for area purposes. Section 506. - 16. Openings in exterior (court)walls within g. Provide details to show mat __-hour ares separa- G'++ feet of property line:; should be protected with three- tion walls will comply with Section 505(e)• fourths-hour fire assemblies. Section_ —03 (b). (a) Extend vertically from the foundation to a point 30 inches above the root. (b) Total width of aN openings limited 1Q 25 percent of ,� � � 17. Usable space under the first fkxx except in Groups R. consideration. �� Divisia� 3 and M Ocx�pancies should be enclosed as the wall length in the story under (c) All openings protected with fire assemblies having a naquired in Section 17'03. fire-resistive rating of one and one-half (three) hours. +8. Fire-resistive construction for structural frame elements (d) Ducts through area separation walls should be in the exterior walls should comply with Footnote No. 1 avoided. H allowed,duct penetrations should be pro- of Table No. 17-A and Section . See Itected as required in Section 4306(j). Section 1702 for definition of structural frame. ShW No.1 of 6 Shorts 183 .:u.� n.... � ,''... ., ,... t- n _ C.,',: .. ,.I - ._ ... .,,... .. .• ..... ,. .... ... � . IrNM�..,W,.� _.<....q9. .. '. ..,... { ++irip.d°.•,.pk .., ,.. , ^'�'!!'?r-. "tWH. .. _. -. - . .I�i•- .... ,.. ', . ,�,,7,..y.lal,. 7:h.a".t...f.:4 1 .':nl•:s'JlL'V,.: . ,. �... •�a.+wvrac.a r.,..-. ...,.,.!! ,. Ift %1. ;. �'11111 � !• Illl,,�ll II1 � 111 I (�� 1 � 1 I � I � III IIIIIII lllll (I t�l1lrl � �I til III III ISI ISI II111I1 III III III fel III III Ill III III III III Ill 111 Ill III lit til III III Ill Ill Ill 111 Ill _-- , . 6 7 8 9 10 1 I 1 2 NOTE : IF THIS MICROFILMED =_.....,.�..,._ ......-. DRAWING IS LESS CLEAR THAN W �� THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWI Nf3. _ - - - -- - - -- --- - - ----- ---- --- -- --- -- ---- OE 6Z 02 lC 92 SZ bZ Ea _ -aZ la 0z 61 BI LI 91 51 41 EI 21 11 01 6 9 L 9 S b E Z t i I I I MAY XlMMW'"_ - 29 1 990 ct11 Illllllll�lllllllll IIII�IIIIIIIl11111�111111111111111111111l1i�11 �1�III�I��II111111111l9�1IIIIlII,I�I�,IIIIILl�IIIIIIIII�LIJl11111�111IllIJslIiI111t01�lllli�llll�Ult.1111111111111111II,IlI�I�IIt►�1! ►�,,lLll_,I�II►�1ti`.��IIl1�I1.,�1�11�1,�j,111 ,111l11�11�IJ1�!!1!!!�!llllllllllWlllll endow. .: +.ryP�`. .� m.a a:.. r.W1M)MFW.:-.-WI�Y'rw+"'• _._._ ^"f,�„Mtlll�" ►•" n,.�.r� ..'-_,,..� �on._.1•..ahe6"'�� «..,yl'n+>... _... .., _.. .....,+..,.,.-._._-.... _ Ot ,1 t l 19 A weather-resistive barrier should be applied to exterior SPECIAL OCCUPANCY REQUIREMENTS I► walls as specified in Section 1707 (a). Group A I20 Encbsrtres for floor openings should Comply with Table 35• A-3 Occupancies should oe of one-hour fire-resistive No. ly in tate thi 1706 Details should be provided to FA �' construction if located in b basement or above the first tsarly indicate this. story. Section 602 (b). 21 Structural members carrying masonry or concfete walls 36• A-2.1 Occupancies with an occupant load of 1000 or in buildings over one story in height should be protected mora should be in Type I. II-F R., II One-hour, III One. with minimum one-hour fire protection. Section 1708. hour or IV buildings,except that the roof framing system for ooe-story portions of buildings of Type II One-hour or Type III One-hour construction may be of unprotected construction when such roof framing system is open to the room and does not contain concealed spaces. Sec- 22. Nonabsorbent finish and backing for toilet room walls and tion 602• floors should conform with Section 510(b). 37. Group ,A assembly rooms having an occupant load of 23 Shower staff walls should be finished with a hard, 1000 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 drain inlet. Section 510 (b). II-FR. construction.Section 602(b). The main entrance should front directly upon, or have a 20-toot-wide 24. Doors and panels of shower and bathtub enclosure bion 603 Public street at least 20 feet in width. should Comply with Section 5406(d) 5. 25• par 38. Light and ventilation should comply with Section 605. apet walls not less than______.__inches in h.gight are -- required. Section 170]. 39. A one-hour fire-resistive occupancy separation is 26• Save Overhangs and similar anitectural projections required between the boiler or central heating plant where the largest piece of fuel equipment exceeds should comply with Suction 1710. 400.000 Btu per hour input and the rest of the building. Section 608. 27- Projections beyo id the exterior wall should conform 40' Este„eorr openings for rooms containing a boiler or cen- with the less restrictiv'r-of the following: g Plant should be protected with three. with fire-resistive assemblies that are fixed, (a) A point one-third the distance to the property line automatic or self-closing if located below openings in from an exterior wall. Section 504 (b), another story or if less than 10 feet from other doors or (b) A point one-third the distance from an assumed windows in the same building. Section r.08 vertical plane located where fire-resistive protection of openings is first required due to location of proper- ty Section 504 (b). Group E Ah"L 41. Atmospheric separations should Comply with Section 802 (b). 26. Envelope ceilings should satisfy the following condi- tions [Section 4303 (b) 6j: 42• 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 (b� 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 squara feet of ceiling area. (d) Duct openings should be protected with approved 43- Special-hazard rooms should be se crated from other lice dampers. portions of the building by not less than a one-hour fire- (e) Electrical outlet boxes should be of stSel and not resistive occupancy separation. Seclion 802(d). greater than 16 sq!UVe inches in area. 44. One required exit should front directl upon. 29• Gypsum board, lath and Plaster and similar ceilings in 2C-root-wide access to, a public street at last 20 feet in coni-,notion with fire-resistive assemblies should be width. Section 803• supFx)rted at intervals not exceeding 1 t inches. Ito- 20 u u•ough 25, Table No. 43-C. 1 45. Sanitary facilities should be with Section 805. provided in accordance 30. Wood stripping or suspended wood systems for gyp- sum board, lath ani plasttir and similar ceilings sfxyuld 1 46. ht be not less than 2-inch nominal thickness.Section 4104 and ventilation should oomph,with Sec4ion 805. (b). [5eClion 4703 (b) for wall stripping.] 1 47, A one-hour fire-resistive occupancy separation is i 31. Final partition layouts and details should be submitted I required been the boiler or central heating plant prior to installation to justify compliance with occupan- where the largest piece Of fuel equipment exceeds cy, fire-resistive, structural and exit requirements. 400-000 Btu per hour input and the rest of the building, Section 808. 32,. Justifying test data in conformance with Section 105 or an IGBO research report is required for Group 3�. Rooms in which rubbish(linen)chutes terminate should y���'�e 48• Group I, Division 1 Occupancies should be of Type I or be separated from the remainder of the building with a �i + ion i , construction unless complying with the one-hour occupancy separation. Section 17t>6c). cePtion in Suction 1002 (b). 34 49. Group I. Division 1 or 2 Occupancies should be of one- Openings into rubbish and linen chutes and terminal hour fire-resistive construct MOMS should not be located in exit corridors or stair- cion. Table No.5-C. ways. Section 1706(c). 50. Light and ventilation should comply with Section 1005. to t No.2.of 6 Shoo j' 184 : �.,,,�y aY � p +1` . "_ r ypr..i:r :. — — _:a..........M�.+.. ` ,,.,... .. .. .... wi.' 'TM�' ,... ., ,.. ... . ,, ., .. ,. ufmwW:,r..r min.Rtr �s....L:.':... _....,:+ H.�w+W » •r�yr �ue....- _, _. ...i,A. ,,•• ,nfr+C.. �, w�.._ - ►� [ t I ( f• t [ i ] I I [ I I [ I ! (� 1 [ I II �._.1 ..1 1 I I I � I I 1 I 1 ) l 1 ) � � I . ��.� ��� _ , NOTE : IF 'THIS M ICRDF I LMEP 2 3 4 5 6 T 9 [ o [ [ 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - — - _ - --- - -- --- ------- - --- OE 62 8Z L2 92 SZ 1P2 EZ 22 12 OZ 61 Bi ii 91 SI bl EI 21 11 Oi 6 9 L 9 S b E 2 1 ►II IIIIIIItI Illlllttl ttttlt1111ttlllllll�tllllliiiliillll)Illilllllllll). �IfIIOIIlIII;iIII1.��1.11111111!filiall1111111ti IIitIfill li Iill 110l lIIII l”1111111110111filli11111111(111llll�l1�111uw1uW�tw► -. . u�J►ll111�1�1Wl�llr MAY 29 1990 ' r i St. A ons-hour fire-resist"vs occupancy separation is e7. A ons-hour fire-resistive occupancy separation 4s required between the boOor or central heating plats required between the following rooms and the rest of the whore the largest piece of futil equipment exceeds building: 400,00)Btu per hour kgxA and thomt of the building. (a) Storage or tax-dpryynrooms that air wfithin a Group R, Section 1008. Division t O�ccu Uer that are used in c�onxrx)n by tenants. Section 120b). 52. Exterior ot:.w its for rooms contairoir�p a boiler or sen atai (b) Roans conning a or central heating plant in tral heatint; plant should be protected with three- a Group R, Division 1 Occupancy, except whomfourths-hour firs-molstive assemblies that are fixed, such roans contain equt serving only ons ( automatic of self ft if located below openings in dwelling unit. Section 122. n1 another stork or N l�ess than 10 feet from other doors or �- windows In tie same building.Section 1008. 68. Every dwelling unh and guest room should have com- brt heating facilities as specified in Sec:ion 1211. CNoup B F 69. Every dwelling unit and every guest roam in a hotel or i 53. Motor vehicle service stations should be of noncornbus• lodging house w°sed for sleeping pur4uoses shall be pro- �1- tibiae fine-retardant treated wood or one-hour fire-resis- vidad with smoke detectors conforming with U.B.C. five . Sectirxt 702(b}. ,"standard No. 43-6. A smoke detector should be Mtatalled in the basement of dwelling units having a 54. Storage areas In excess of 1000 square feet in connec- wirvray which opens from the basement into the dwell- tion with wholesale or retail sakes should be separated ing. Such detector should be connected to a sounding device or other detector to provide an alarm which will E; from the public areas by a one-hour fire-resistive occu- be audible in the sleapi% area. Section 1210(a). pancy separation Unless the building is equipped thrtwghout with an automatic sprinkler system. Section 702 ft (croup M " 55. Light and ventilation should oomply with Section 705. 70. Group M Division 1 Oax,pancies are limited to 1000 (MO square feet in floor area area and one siory in height. 56. Exhaust rwsntiiation at or near floor level is required by"I (, Section 1102. Se,:tion 705. s R 71. Garages should not open directly into a room used for - 57. A one-hour fire-resistive occupancy separation is J sleeping purposes. Section 1104. required between a boiler roan or central heating plant r where the largest pled %.i fuel equipment exceeds 400000 Btu pest hour input&red the rest of the builds ?2. An approved nonoorrtbustibke material or ^g• ing material i3 required for garage floor asphaltic Sec- Section 708. tion 1105. t3s,ot*R 58. A G K Oivlsiat 1 Occ;wrscy more than two stories f roup y m� in height or having more than 3000 square feet above EX.tT REQUIREMENTS the first story should be of one-hour fire-resistive con- strurctwnhoot except as provided in Section 1705 73. An occupant load sign is required in classrooms, (b)2. .�ectiert 202(b) assembly arses, etc., staving an occupant load of more jVthan 50. Section 3302(cy See 50. The following roma should have anterior glazed open- _ ing- for natural light (openable exterior openings fox natural vattiiation)as specified in Section 1205(a). 1 74. Conforming exits are required from the arsas below as ' ---�--- k apeKxfied in Section 3343(a). 60. Mechanical ventilating system in bathroofnr: shtvld five @Jr changes per hour directly to tr►t+ 'wt.4ide. 75. Exits should have a n* mum separation of or a-haft the Section 1205 maximum overall diagonal of the buH6ng _or arra served. Section 33M x.14, r 61. Extefior frau ___. _ should not be consk*md as req Aced light or ventilationsirm #W do no open so 76. No point In the building should be more than 150 (200) = s�coorda with ciec205 a�� aaurt a street in feet from an exterior exit. horizontal exit,sm*ned stair- ,� ,>>'a way or exit passag�Y measured in the dkoction d travel. Section 3303(d►.__._ 62. Carts bounded on four sides with vallis should be ,it least 10 feet In*Vffi. For courts more than two stores 77. Exit door should swing in the 0 of egress. Sec- qutrad in height, the mwidth should be increased by 1 tion 3304 (b). See doors_ W and the whined f by 2 feet for each additional -ti . story Section 1206(c). - -�,- 63. wiry aleepin� roam below the fourth floor should have 78' following lacoca louts Section 3304 (bdoors 3hall not be used as exits in the of least one w;ndow or exterior duor approved for&mer- t� genc■y exit or rescue. Section 1 M4. - - i 64. a room should have ft minimum ceiling 7g. Exit doors should be openabl® from the inside without height mclulmd in Section 1207 (a). � site use d a key. speciallunowfedge or 9". Section 3304 (c). Note also that fust► bolts or surface bolts are 65. room should ham a minimtxn floor area prohibited. of square 6M. Section 1207(b). _ W. Exit doors should be a minimum size of 3 In t x 6 fest A Oki. Effido y dwWMirq units should comply with Section inches with a door capable of opening go degfw,s 1209. Soctiat 3304 (e). Shoot No.)of a Shoots � M tiSYWur'Y.due . ,.. gip.. - ✓✓ • +-fur. - '•.. �11t fel 1 � 1 � I Ill t11 t � lei 1 � 1 iii ISI I � 1 1 � 1 1 � 1 I)1 ISI irl I)1 1 � 1 rel Ili ISI ill I � f I � 1 1 � 1 ISI 1 � 1 lel ill I � r 1 � 1 I � r lel 11f lel f11 f1f lit I ) l tai I ) 1 t � i ' iil 111 ► 1t f11 tit ~- �- NOTE : IF THIS MICROFILMED ► I 3 '4rJ 7 9 i 0 12 i■nr■�a�■��■�a■.■■ ■il rir.�..■■ �.■■.■■n■..■uu�■■s�ra�s■s����a��eae r --�■.�R� DRAWING IS LESS CLEAR THAN I THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. -------------- OE 6? 9Z LZ 92 SZ VZ EZ ZZ 143 OZ 61 µ 91 Li 91 S1 b I £ 1 21 11 01 6 9 L 9 S b E Z 1 *#NAB" MAY , iofrlr�rlillflll�ltllllilf�fitlllttl�tlltllliljlllllrrrl{rrri111111r��iN��llahill{ilei ill;Alii.l�11��.1.it1.11161�1r!.1I�11�11�1��_ill�lllli�l.l�Il�i.tllltll_�,11,1!IIIIiIrn1II111111uj111LI111Ii11jf11�1U).t1,11.UlI�t� a �cw{It�t���iilrr�rl�urle���u���,lt��.l�.u�tullu�luulll�� ,.i 29 990 _.a.-.... ... _.._... ._.. _.-._.-...rllrl �,�w.r.... ..._.. _.`._._ .. .._.... _ _._ .. -... ... ... _ ......_.._-. .. an. " _. _.,_... � ._.. ..,_.....�...._..•..._..■ yya..__,.y.• r..«........ .._..,..w-.+.+.rw.c. ca :.y,. ...y ..... �A7 ..,.,,r ..-.. _.y� .�.Y .... - .a.L#� r,.w�■w._ ..r..�.._._ ----..-.-...., .. �..+..r'�1WiYJ'.._.:: •^'^.ex�_.. .....+r■�ti�■�■■r..._. 1 81 . The net diff*aslon (char width) at doorwe should be UW in determineng exit widths 9=14 Mian r 100. Openings Dn earterior walls below or within 10 feet 01 3303 (b). Section 3304 (e), In consideration of door /Iy three-fourths-hour 0nOF stalrwa s should ba yt thicknesses, panic hardware, door awe , etc., the Y protected with self-closing res ourtha-hour tiro-resistive assemblies. Section required exit widths have not been See dour 3308 (Il` 101. Enck)sed usable specs under interior stairways should 82. A floor rx landing not more than 1/2 (1) inch below the be protected on the enclosed side as required for one- s threshold is required on each side of an exi4 door Section hour fire-resistive constnxtion. Section 3306 (rn> 3304 (n). 102- Doors should not 33(� •n tae arterior stairs are required. Se_�t w V00XI more than 7 lex es into the t )' required corridor width when fully opened or more than lill one half into the required corridor width when in any 103. Exterior stairs should not pro*1 into an arja (yards or _ position. Section 3305 (d)„� courts)where wall openings must be protected. Section ' �' �• Revolving (sliding) ova 33'06 (n). . /i� as exit doors. Se 4io(n 330�) doors are rat permitted 104. One st (g) (off air*My should extend to the roof. Sectior; 3306 Exiting tlrrouyh another room, does not comply, except as prwided for in Section 3303 (e� 105. Six-foot 6-Inch minimum headroom clearance for stair. W80 should be Indicated on plans. Section 3306 (p)• bo• C-orridors should have a minimum width of 44 (36) Note dist this is from a tie tangent to the stair*gy inches. Section 3305(b). tread nosings. 97• Corridors serving ;40r%mbulatory persons should have 106. Asmp slopes should not excbed one toot in an 8-foot minimum width. Section 3321 (c). 49t. Section 3307 (c). 8$. Dead ends of corridors and exittiakconW are bmited to 107. Surte�oat ramps should be roughened Or of Sdip-resistant %", 20 feel. Section 3305 (e). materials. Section 3307(g). /, 89. Walls and ceilings - should be cif one-hour 108. Stat should be as specified in 3309�+Ys enclosed y ' r fire-resistive construction. Section 3305 (g1L ,4n archi- tectural section through the corridor is necessary to lD� Ons (two)-hour fire-resisJtws wells are required. �. :; determine how this is acabmphshed. lD Onlyexit doors are allowed to open into exit ? ; (c) Doors should bs labeled one (one and one-ha � 90. Exterior exit balconies cannot project Into an area hour firs assemblies. �' on where protected openings ars rKMrrd der to location Pr'oPenY (d) Exit endalsurss should include corridor on the 3305 (r)- grrxrnd floor wending to the adenor. Fiw-re wive 0x>strtocb0n should be as 91. Interior requited for the exit�rnclo- opldenhlgac into corridors aho!�Id be raged as protecteaoperings. Only exit doors specified Section 3305(h� - 0 open in the corridor. f l (e) An approved Barr*is required at the gmund Pow to 92. Stairway should have a minimum width Prevent lfrom aaadentalt�y continuing to the Of inches. Handrails should not project more than 3'h inches into the required width on each (0 !!sable SPWO Is not•fid urKter the stairs. side. Trim should not project more than 1 Sri Inches into required width On each side. Section 3306(b). 109. AN required exfts firm the building should tie smoke- 93. Risers on stairway should not be less than 4 inches nor Pry e^ctxes correptying with Section 3310. greater than 7 and runs should not be less than 11 inches. Section 3306(c). 110. Openings into exit courts less than 10 feet wide should be protected with labeled 45-mirxute fire assambiies. 94• Lendings On stairways should have a din, ension in the �! Section Section 33011 d� Alto see "exit court- definition in direction of travel equal to the width of file stairwaybutrot�>�Moro than 10 teat atm the need not exceed 44 inches for stairs having a straighrun. Section 3306 (g)• a floor ah exempt' NO opsr*W Odw than required slots ane permitted in 95. Doors swinging over ,q exit passageways. The pass n9 andings and in the fully open posi- / a9sYs should be of tion shall not reduce the required dimension by more than - firs•-resistive cOnstructicx1- Section 3312 7 `nch1 t 'nen a landing serves an occupant load of 50 (a), Of more, door-- in any position shall not reduce the re- ` quired dimension ith 0 less an one half of its required 112 Exit Hkxr*r1tion and signs should be provided in con- width. Section 3304 (i). ��"� lanouXe with Sections 3313 and 3314. 96. Basement portior of atairwt�ds should have an 113• Arska(cross aisle)In auditorium WxaxAd have a minimum ©PPrarod barrier where condnuOufloors in 0 upper floin an width of . Section 3315 (b� Section 33151e1 exit enclosure. Section 3306 (h). _ 97. d ------------------ - - 114. Panic hardware is "red on exit doors wvvV Group Med to 12 feet Section Ot**306 Y �'gs are IIm- A�panaes. Sections 3317 (d) and 3318 (a In Iwo, -- _ ( ) flus, doors shall have no locks a WChes. 98. Handrails should be placed rot 1083 than 30 inches nor 115. Main and aloe exits in oonkxnvunce wKh Sect►on 3317 more than 34 hXhes above ft tread. Section 3306 (j) ars rsquirsd lex G A (7.1) (3) Occupy I Two handrails aro required when♦ stairways exceed Z des, Section 331®(a ° �� 2 r, inches in width. 118. Corrk-"of Group E should have a width _ 99. Guardrails for stairs. balconies anlan d dings should "fired by Section 330 2 tot 2 bot not less than 6 conbrm with Section 1711. We that maximum clear- teat• Section 3319(e1 once between Intermediate rails is 6 Irxhes. ohm pro.4 o1•stwxcra 186 Y b. W M - .I � f ,....MNFM`..s,.+.w+...-. P.ai N' .. ,:,.:u-: -^Mnn..mr ..,...��A... ' `•"' ..I.,;nygyf.:.. .wr ,. - .F..r. - ... ♦ ,. ... - .. --_ ice.. �''r111llElltlhillltllitllltl�� lllltlt � lllllll � lll Ill � l ( III �T� I�I i �lllllll � ) II � 1 Il �fl-il Ilt � llt Ill � lll 11111j1 IIIII � I I � 1 ISI I � 1 Ill ill ill tlt 111 111 Ill 1lt Ill tlt Ill tat tl1 Ill ill - .. .._.- ` NOTE ; IF THIS MICROFILMED �,.......�. � ..,....�..._..,.,.,__...'2, _ 3 4 5 6 7 � a 0 I I 12 DRAWING IS LESS CLEAR THAN i THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL 1 D RAW I NG. - OE 62 92 LZ 9Z SZ bZ EZ ZZ IZ OZ 61 81 LI 91 51 dl EI ZI 11 GI 6 9 L 9 S b E Z t �rdx� ►11 �hllll!tlttltlttttlttttlllltltlttlttttettttltllll111111111�111111i1I�It1I��.y1�JUi�IlI�11�I�11, ,LL�,�,�,�.f11�IllI�IJ!l�tl�t�llll�)ILI�IUIILI�I�.�III�IIII�ILI►�IIII�t1t1�1111�1I11�111L�Id1MAY 2 9 1. ) 1990 1t1�llll�ll,t�!1111I_Il11111�11�.1�lluW�l,�!IIi� lli11,11�I1111 ll�L�ul��l�I Jl�lul uII.I�lltl� f bhave no �..._. . . .,....... „ ,.... ,.,.. ,.,,.,,.,,.,,. .,. .,...ti.,ti.. ..,..,,.,,..,,L Grow 0ccu a ection 9 (gs hos less than two exit ;Vt' 150 feet in t*ght. Tabje No. 38-A. '-`- 136. Bulldings six 1111106" or more in height should be pro- 11r. Exit stairs serving an occupant bad of more than 100 in vided with cwt less than one standpipe during con- ! a C'roup E Occupancy should have a rr**num dear struction. Section 3806 ft 1 width o1 S lost. Section 3319(g). - 137. Automatic sprinkler system plana should be submitted 119. Eveov roroom with an occupant load exceeding 300 in a to determine compliance with applicable building, t3rvc.r E Occupancy should have one of its exits into . j plumbing and fire codes. eeperats exit system. Section 3319(b) .4( 120. When ttime or more exits are required in a Group E FIREPLACES AND CHIMNEYS Occupain no more than two required exits should exit ---- Into the:carne exit system. Section 3319 (b). 138. Chimneys should comp+y with Sections 3703. 3704, f3705 and 3706. 121. In a Grr up E Occupancy no point in a room ghould be more than 75 feet to an exit corridoo anclosed stairway 139. Fimplaces and barbecues should comply vVg�,h Section or exterior of the building. Section 3319(c). 3707. 122. �rough ad 'ping moms In a Group E Occupan- -- - ry comply ivith Section 3319(d). FINISH WORK 123. Panic hardware Is required on exit doors serving rooms 140• The'plenemqll and ceiling finishes should be specified containing 50 or more occupants and in oorridors of -�' comply Table No.42-B and Secdw 4203. Group E pe . Section 3319(j). --- 141. Gypsum wallboard (interior lath ar►d plaster) cannot be f 124. AG required exterior exit doors in a Group I Occupancy Installed on w9athes-6xposed surfaces. Sections 4705, sh.:ll open in direction of exit trawl. Section 3321 (a� ��° 4711• See Seetion 424 for definition of weather- exposed surface. 125. Doors from bedrooms and wards of Group 1Occupan- cies and all exit openings where nonarnbulatory � 142. Skylights should comply with Chapter 34, Plastic; sky- ! patients and housed should a minimum clear width ��(- lights are allowed only under oonotions specii.ed in of 44 inches. No projections in this width are allowed. Section W-07. Section 3321 (b). - - ;K 143. Glass and glazing should comply with Chapter 54.Type. 126. Manic hardware Is required on exit doors serving more and thidmess of glass should be specified. #=50 ooaPAM in Group I Occupancies unless there is no latch or lock. Section 3321 ft 144. Glass and glazing subject to human impact should FLOOR,ROOF CONSTRUCTCOVERING, SKY' ..:}ITS, �p'y with Section 5406. ION, ROOF STRUCTURES , STRUCTURAL 127. Dndtstopping as specified in Section 25161t) &")all be provided within a concealed floor-ceiling �at�mbty - 145. Special inspection in oo)nfomw" with Section 306 is big ig d construction. �,,. �J �`� ��'JO A ;ll required. 128. As:peclt ai in Section 2516 (cf) 4 B shR fl 146. Soil dassifiration in conformance with Thbie No. 29-B /,A be lar attict. mansards, ov�emangs and and pounds per square loot soil bearing sin lar concealed spaces formed of combustible value usad in design should be specified on plans. construction. Section 2905. 129. Root drainage should he conducted under the public 147. The kxmdation investigation report mentioned in plans sidewalk. Stiction 3207 (e}. 1Ass not included in data forwarded to us. ft should be - subrtutted for review. 130. Overflow drains having the same size as rod drains and ' on Independent drain Gass aro required. M Lieu d this. 148. All masonry or concrete elements resisting seismic overflow scuppers three times the size d roof drains forces showidd qualify as reinforced eie rants. Section should be installed in parapet wills. Overflow system 2312(j)2 B. should have inlets located 2 indw s above the low points of the rod. Seetion 3207(4 149. Precast concrete well panels should be justified lex - 131. The aggregate area of penthouses and other roof struc- compliance with Section 2616 (c). tures cannot exceed 331x,percent of the supporting roof 150. Wood mfrs may support k rads from masonry or area. Section 3601(b). concrete only under the condiW 1s specified in Section - AU251 S(a).TOMATIC SPRINKLER SYSTEM 151. structuralcalCuladtx►s should be sutxnitte0 to justify 132. An approMed automatic sprirblclet system in the- the adequacy of the structural system in mw3tmg secs- F is required. Section 3802. This Includes blind t mic and wind loads. and supporting dead and bve spaces enclosed wholly or partly by combustible bads. This incudes foundations. oonsbuctiion. i 152. .testifying calculations and details should be p Nicled 133• Class I or III standpipes are required in sprinklered build- j for Ings four or more stories in height. Table No. 38-A. f - 134. Class 11 standpipes are required as specified in Table _T 153. Roofs shall be desowd for snow bads of No. 38-A. pounds per square 11001. Section 23%(d) - Shin No.i of•chaeta 187 �oil 111111111RIlllllitltlt (�_IIIIIIII ` Illllllllll � lllll � l � t ��) III � iIIIt011111f111 I � t � lllllllllll ( 111111 1111111 lillllt IIIII � I 1111111 Illltll tllllll 111 III � II III III III til tlf t11 tli ._ , ._ I NOTE : IF THIS MICROFILMED 1 - -- 2 3 5 5 7 8 110 i t 12 DRAWING IS LESS CLEAR T' IAN - THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 0c 62 92 LZ 9Z SZ bZ EZ ~ ZZ IZ 0Z 61 BI LI 91 SI fol EI ZI If 01 6 8 L 9 S b E z Is���>~ f I ! ! I'- 1111111111111'.I1IIIIIIItI�IItIIll11111111111N1111111111111111111�11i111111�)W�1.lut 11►�1111� •I....I.. --I--- ---I I--. I- I 1. 1l�IIIILII�: �I111d)10I1till11jl1Jltt�llll�iill�Illli�ft11I111II1111�1II�IlIIIIIIIII�ILIlll�hilll�lll ll t11111.Il�Ifll111U11111U1!l�lluUllllll11111U�II11 e. l 1,�•t. The rod shcxrld be designed for uplift wind pressures166. Welding data or details for steel decking used as a ala- with due considerab.)n for lateral support of Mmpres- (�! phragm st,Duld be provided. Information should oompy 1 @ion flanges of flexural members. with a specific ICBG evaluation report or test data submit- ted in oornpliarnce with Section 105. 155. Floor load should rxxuki r a 20-pound-per-square-bot 167. Oetalls should be Qro�►�ided on rod (flocx) diaphragmp partition bad. S►�Morn 2304'(G,. _ _ aOnneCtlOns that kndicate how the shears ars trans- 156. Marquees (fosidential balconies) should be designed Wred to vertical shear-resisting elements.Connections for a 60-pound-per-square-bat Kv load.T" shoupK �anco allowable vsluebe Juslifled with csr cak%gatieons lex com- 157. Garages for the ops of private asurs cars should 188• Nallkng for gypsum board (b�', board) used be designed for a minkrwm wheel load. alhl on shear walls should be speeded to com- Sectionl2304 (c� ply with Table No.47-I. 158 Live load reductions should oorrnply with Section.2306 1N. Shear walls utilizing gypsum board (lath. sheathing board) cannot be used to resist bads Imposed by 159. Glued-iamkrated lumber should be fabricated len aaoar- masonry�concrete wells. Footnote '.Table No. 47•I. dance with Section 2511 (f). 1 170. ==.lcot ould be doss- nod to withstand a 20- (50-) horizontal some. Tahls No, 23-Ei. 160. Allowable stress len gk►ed-laminated members over 12 - kx;nes in d- nth should oonskler a depth reduction fac- 171. Ceiling tramkV should be designed for a live load of not tor. Sec.-tion 1511 (d) 5. less than 10(20) pounds per square loot. Table No. 23- B. 161. Bolted connections exposed to the weather are limited to 75 percent of Ina albwazble load under protected always wet, j� Whom the allowable bad shall ! G� 172. Interior partitions should be justified structurally for conditions. Whe be 67 percent of the allowab4e bad under protected strength and deflection criteria specified in Section conditions. U.B.C. Standard No. 25-17. Table No. Z+ b) 25-17-S. 173. should comply 162. concrete and masonry wells should oom- with a specific ICBG evaluation report or justifying tent ! Anchorage ncret data should be submitted in compliance with Sectio;� 105. 163. Mywood grades should conform with Table No. 25-B. 174. Plans should indicate that foundatiorns=Wnd below the -- 'bast Oise. f 164. AwIficstion is required that sufficient slope or camber is &Wlable to nun adequate roof drainage after long- 175. Pmvide� corbplete specificaationa in aoMormance with ns. dm deflectioIn Neu of this, rook must be designed for possible ponding of weW Sectian 2305 ft 165. Details on stressing methal and hardware along with Justifying data work.This ddMa ashould be Ott Prestressed requked on pate to ordering of material. Note that `li tr�should comply with Section 4303 (e) 3 for fire-resistive purposes. Additional Cortvctlons: _ a These sheets are a part of the plans and shah remain attached thereto. Conectbns as above kidicated will be complied with. _ Rechecked and approved (Sign Mere) • 1Sq+r►"of Owrr or Appkcaml Date Checked by Date rac - /•�'-- "`� -- vrm,ess Sheet Me,a of•M+esie 1d8 r_ -.�-, --- .... . _a. 11■+..wr. _„- , ...... _ x:.. .. , ... :h.•-:,flsrtit frn..rgaRp9e: .. . ..,. .. ` ..,,t..y,.a..,:ri•X .°trii:%e*' __r'r"'!tt*lreee; ,:.. rr1fY�tw.. {-...i.!.+'*- - _ I • b��""n�rw i. r In. .,__.._"'''.'s.., .- ,.: .. .._.' =m..:..»,.... ,.,�,.., ....._.-ru+�Y.;, + .- _ �_ ./"'� •.,•w „w ..,eM,.>1.. .� � _ I II SI I1a 1 9111 11 I1 I1 S1 I1 9i 1 I1 � 1 1 1 ! e II Sl II,It IpINY IIIII1I1 � .1, 1I111Itlf � 1111l IQNOTE IF THIS MICROFILMED - , I I j DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 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I , t I I i I I W io�h MKKO• N I (� W ; � �iZ � I - i � � pp CV i I � � � It L 1 Q i c a t O p lo• MIN•C'6Z. W/ •- Cmc-iL'G. CaK�D __ _. ..-_ ... _ t.. . _ t 1 1 O V1 Cl. 4 o t c ♦---�-- all - -- -- - - - - - - ,� III O ,41.L o Mk1:T -or: lcta 5 "O �E V?A FJ ED -- c III 2� f�.,�lo�/� �+yT� �. �r�Fl t,� �/P�t.�<., s"D GaICR�GY�R �J�K..�. ._N...W , _. -.••----._--- APPROVED FOR COMSTRUCTION 3 C0r',PL-,'SX RG2�!"I #40Z TO % O� 5F-Pi�f TE �I.V_A,C., ZOIiJE (1 "� +.- ;'fes �G Hp.��� �( ►�lv=t�1;N� Ic N t" YIOtJ CITY OF TIGAkD 5MG'rc - VE'F��u 5Y�'E,M MFTII�IC� � ` ?I 72E �. PERMIT M7..�li_l�.0 _ SITZ= ADD i�j:.;/oZ�,4 �i��' t 0 77 a',.I TS 'o aE 4490I,40-D '70 COMI'11� IN KM, *40 ZO. F'5 � GyE �7 F',Y ���H I► ..'1vH �,LJNTY �I I9 t-"",'S He L- -- -- -- _ I PR-ICr'Z. To G�.JI`fVtiGY. � F%Y ��;�t4.__._.._..__.T•iTLE_-._._ DATI"-'�!/j � ,,7 5 CA;M 1 i SX E� 5 3(Po - WV X71:�,'•F,D 0.1 L.E-T' ♦ Z � � COP1 EIC : C�� N P 270 - I I SV Z � � - Y 4 Tr-� FLOOR PLAN _ 4 TH -FLOOR PLAN �- � Goa x IOC ZZo `D`� Fu" H5, 601T 51 PF,,IT/- LI�I�!V�/',•�'..rn��� I� '7�rfiC L = ' S >#A; �' J .`I f - . . -.�..•�.........- - I , I µ I I. � ( I ( I I I I ( I I I I � I I I I I I J I (�k � I � ! I � I � I � I � I � I .__ ,. .-. . __ ��..����....�I� ,. ;,,� I ill 11►II 11 1111111 I n 1111 111 111 111 11' III III IIl I{I 111 IIl 111 111 III III 111 111 III Iql 111 IIIII�I 111 111 111 III 111 III IIIIiII Ili III 111 X11 111 111 Ill III 11� 111 III L 1 R fl 2 3 4— 5 6 7 9 9 110 I I 12 NOTE: IF THIS MICROFILMED � - DRAWING IS LESS CLEAR THAN I THIS NOTICE, IT IS DUE TO THE QUALITY OF THE OnIGINAL DRAWING. _ OE 62 82 a 1?2 SZ b2 t:2 ZZ IF 0? ISI BI LI 91 SI bl EI 21 II 01 6 9 L 9 S b E 2 �nlllnlllltl�►Inliln�Iminnh11Ih111�I1n�h111�tI111ttI1�Ituhllt�1U1l1UoItll�,tt�1�1111�tIIt�,1.l�tui�ull�11!)�Iqt{Ilttllltlligil�lti;{)Itl�►ulluli{IIuI1t11�nlllttit�tu�dlu�Iui11111{ut�lUt�ltu>�1t1111i111111t111t11W111J11WUUll1�u11�ul1jUtt1Jllt�llu{llrt`tu►ItWItIt MAY19,29 9 0 IIV.. v....,. Y�Mr- • . _✓ .. ._ tea..-- --__� �.._ - ... /.. -_•-._._ +a....+..-- r GENERAL NOTES SYMBOLS LEGENDD TENANT PERiWT DATE co 1. All clear Dimensions are to he exact within 1/8" + along full height AMERICAN LUBRICATION C, �+ and fill width of walls. Contractor Shall not adjust any dimension marked "clear" or "clr" without written instruction froin the architect. Z Building Standard Detail �N, New special outlet. See note at location and tent f./M form, 2. Contractor' shall adhere to all codes, rules and regulations governing - } construction, building access, and the use of facilities as set by _ -4 Story Building j New communications outlet for CRT mounted at building Stan- PAfNT lo.al bud Room or Space Number ding department agency and the building owners. 1 1 yard height. 3. All standard construction shall conform to the standard details fi . -- tenant improvements except as explicitly superceded by specific details approved by WCAKTER IOCx14A.J. I----- 3Story Building Tele h�one/Com%r, ctions Floor Outlets 4. Location of all partitions and doors shall be approved by McC WTr $I Room or Space Number TA-rrow indicates .'rection of face of monument) &DCZIwJ. as marked in the field prior to construction. Contractor CARPET ^[� C� shall notify McCAM K tiocxgiii/ of any discrepancies or ccntlicts in j New building standard monument cored into flour ARPE T lo> ation of new construction. - Interior Elevation Number • y 5. It. shall bo. the responsibility of the contractor herein - either :� Sheet Number txistirrg outlet to remain apparent or obvious - prior to start of work on that item or bear the LU responsibility of correcting such work as directed by the architect. c d flush with to of 7 6 - Detail Reference y%S; Existing monument to be removed and .app( u P f ��. V 6. All blocking s to be fire treated. 4^ slab. BASK_ Sheet Number New special outlet. See note at location and tenant f/M toren. V /k 5 GENERAL FINISHES At k_ --- Section Designation � ---- Sheet Number N New building Standard monument cored into flour to be capped 1. All veritcal surfaces to be painted U.O.N., stipple texture, eggshell f/ above finished floor. sheen. Contractor shall provide architect with a minimum of two 8x10 PLASTIC LAMINA i_ E brushouts of each color and finish for architect's approval at least FF I New Caseworl.'Millw,)rk Built In, two weeks prior to site application. Wall tests will be required one i.__. . I See elevations and details sheet No. 12. week prior to final approval, Architect reserves the right to adjust any color once the wall test has been made. d� Description and date set forth in "issues and revisions" O 2. All partitions, columns and exterior walls to receive building Stan- ( number: Denotes revision or addendum designation. dard base?r/i tall. Straight base at carpet, cove base at tile flooring, U.O.N. t Icf Existing unless otherwise noted Lighting Legend WALL COVERING W 3. All doors to receive building standard finish throughout, U.O.N. W 4. All glazing and glazing sections shall receive building standard Door and fiance assembly. See door schedule. TI ate New building standard 2x4 flourescent light fixr.r•re and ,ons. finishes, U.O.N. TT �.l.� 5. All HVAC fixtures, trim and accessories shall be painted to match ceiling, U.O.N. r l Gypsum board ceiling or soffit. See details. �_.A1f New building standard 1A4 fluorescent light fixture and leis. FLOOR COVERING 6. All millwork and casework shall receive finishes as specified by M`Cd.RfER PXy X4(AJ. See millwork detail No. 12, T-LsjANTSTANDARpS Existing construction to remain l^� New building starciard 2x2 fluorescent light fixtire and lens, l 7. All areas, except as specifically noted, shall receive carpet. Con- tractor shall coordinate undercutting of doors with thickness of i Existing partition to he removed (� Existing fluorescen` light fixture to remain. -i _ ,_ carpet. Doors shall clear floor finish by ,/8" maximum. 1` �! . (D >- New tenant standard partition - floor to ceiling. See Z 7- 1 _ 1 building standard detail. No. 1/10 r Q Relocated existing fluorescent light fixture. CEILING NOTE;iO New i-enant standar' acoustical partition - floor to ceiling. r Existing fluorescent light fixture to be removed or relocated. See building standard detail. No. 3/10 1. All new or relocated light fixtures and HVAC grilles to be located on ceiling grid U.D.N. Contractor shall not f CAIN ER of any -- -7- Building standard with special lens GENE RAL NOTES conflicts with the suspended grid system, HVAC, or sprinkler fixtures n•ii..•i New tenant special acoustical partition - °loor to structure -•-T prior to installation. � See building standard detail. No. 2110 v\ "l. Nor 515E['i. 0 New recessed building standard ii,candescent downlight. New building standard corridor wall - slab to slab. See a building standard detail, No. 2111 3. Where lights and switches are not noted w;th a lower case letter Z O switch designation, the switches are to be connected to only the New recessed building standard incandescent wall washer, ^' lights within that specific room. New buildinq standard partial height glazed partition. See (�..L. �- details. No. 1/4 W 111 4. NoT U5cD• W Existing downlight fixture to remain. I J New building alternate full height glazed partition. See J and an other wall mounted control devices detail. No. 214 5. All switches, thermostatsy Q Relocated existing downlight fixture. I are to be mounted at +48" above the unfinished floor, U.O.N. Q J �TlT7 New custom wall. See detail. , I O 6. All exit signs are to be building standard, installed at the center of Existing downlight fixture to be removed. W the coiling tile shown, U.O.N. i_ New partial height standard partition. See detail. 7. Unless otherwise noted, all incandescent lights to be in dimmers. Wall mounted exit sign, building standard. See plans for O O Dimmer controls shall be Lutron Nova series with no exposed heat '0 location• Arrows as indicated on plans. ( ) Z sinks. _ New building standard. 1-hour rated wall. v �--I co 8. Whera switches are shown adjacent to each other, they shall be ganged (DCeiling mounted exit sign, building standard. Arrows as and covered with a single plate. indicated on plans. O 9, See mechanical and electrical drawing for information regarding lighting, circuiting, and HVAC ducting layout. Electrical Wall Outlets New building standard light switch. Lower case letter 3 denotes lights to be switched. lO. ::.,wnligh:s and wall washers located at center of tiles unless other- � i standard duplex nutlet ,counted vertically at a ' LLJ wise noted. New g P 12" to C.L. New building standard 2-gang light switch to be wired to fixtures in compliance with Title 24 requirements Lower ad New building standard duplex outlet mounted horizontally at �{icase letter denotes light to be switched. 1= a O a ELEC/TELE NOTES a° to C.L. Dimmer switch. Lower case letter denotes lights to be 1. All switch locations, thermostats and any other wall :mounted control New fourplex outlet mounted at building standard height. i- switched. devices are to be field approved by oWNK before instal- lation. See sheet for locations. �__�- Undercounter fluorescent lightstrip coat. in space with All standard electrical and telephone wall outlets are to be mounted Existing dupley or fourplex to remain switch at fixture. vertically centered at 12" above finished floor, or at 2' horizontally iG as noted. ---- Existing duplex or fourplex to be removed, cap off behind Fluorescent light strip cont. in space. 3. All electrical devices (switches/plugs) shall be the same color as the face of finish,. cover plate. � Surface mounted 1x4 fluorescent fight fixture. C 4. Unless otherwise noted, dimmer controls shall be Lutron Nova series Special outlet. See note at location and T M/E form, C with no exposed heat sinks. 9 I � O S. Unless otherwise noted, all electrical and telephone floor monuments I,�,�� Clock outlet. See plan(s) and/or elevation(s) for location are to be builCing standard finish,. ki above finish floor. 6, A minimum of 3" clear must be maintained for any floor monument adja- cent to a wall unless otherwise n_,ted. J Junction box. See note at DATE location. v D. C m APPROVAL 7, Contractor shall verify and pr•ov4je correct outlets for special elec- trical and communications equipment as noted on tenant E/M form. Plug-mold. See note at location. 8. Provide correct amperage for all equipment noted on tenant E/M form. O Electrical Floor Outlets 11 �C O 9, Where monuments are shown next to each other, they shall be located as Arrow indicates direction of face of monument) close together as practical. ` G H E DOLE PA, ymnuntin hci ht is m t r d into floor. DC� � 10, for outlets indicated at special mounting heights, 9 9 _ New building standard duplex mono en co e to be measured from unfinished floor, typical outlets at special N DOOR RAM HARDWARE w O b centered at dimension shown and mounted vertically, to heights shall e New building standard fourplex monument cored intu floor. NO. SIZE MATERIAL Irl isH ry W W p 11. Electrical contractor shall verify and coordinate conduit runs, q, -T J W J -.1 ~ J � Z N ^'■ ~ tri roorde complete electrical I o Z } > m Q I N n circuiting, and wiring as required to p P installation. As-built records of circuiting and wiring shall be Existing duplex or fourplex to remain. Verify direction of Z V W CL U1 a W W Q (r Prepared at the project completion. ��• face. O J z I he N - N I � X a0 p � I N W 3.6 HARDWARE SCHEDULE: V 12. See mechanical and electrical drawings for further notes and infor- a Q K J -•1 V 1- O = Q N W A. Furnish :he fo:lowing hardware indicated on the Door Schedule, V motion. .�j Special cutlet. See note at location and T E/M form, WIDTH MEIo1+T TMK, m J W W d U Y N = (- IL a Section 08950, or as required to complete the facility: J� - - 1 A 13-0 � 8_4i, 13/4 T A B1 L1 - C1 I - 51 G1 - 20 ENTRY MANUFACTUREP,'S NUMBER MAtNFACTUPER'S NU Existing capped electrical or telephine nutlet. - SYMBOL UANiITY NAME AND SIZE __^ FINISH MANUFACTURER SYMBOL QUANTITY NAME AND SIZE FINISH MANUFACTUPER CG B 6-0 8-4r; 13/ T B B21.1/ _ 82 - C2 - S2 - - G1 M1 20 ENTRY -- � -1- -- Butts and Hinges: Flush Bolts: 1; Existing monument to be removed and capped oft f lush with C 3-0 8_4q 13/4 g 1 1 A B1 L3 - - - - S1 - _ - - INT . +- B1 2 pr Butts RDFBB179 4 x 4 US4 Stanley •' top of slab. D 3-0 8-qr; 13/ T A B1 L4 - - _ - S1 - - - INT . 82 4 pr Butts RDFB8179 4 x 4 US4 Stanley _�_ FB2 1 set Auto. flush Telephone/Communications Wall Outlets E 6_ B_ i 13/ _T B B2 L6 - - S2 - - - M3 DUMMY Locks and Latches: bolt; 599 US4 ivt­ F 3-0 8-4 L. 13/4 IT A B1 L5 - - - S1 - - - M2 DUMMY I.I 1 ea Lockset 12-14-8105 LNF US4 Sargent Closers: iI New building standard outlet mounted at building standard - - -- - _ _ = _ - L? 1 ea US4 Sargent L3 1 ea Lockset 28-24-6GO5 BS US4 Sargent gCl 1 ea Closer 8501 Sprayed Brass Norton G 3-0 8-4r 13/4 A B1 L4 S1 ST.RM C2 2 ea Closers 8501 Sprayed Brass Norton height - - L4 1 ea Latchset 28-24-6G15 BS US4 Sargent 1 _ ST 1.5 1 ea Dummy trim 6U93 BS US4 Sargent H 3-0 8-oro 13/4 J A [BI L3 - - - - SI - Exi:ting outlet to remain 1.6 2 ea Dummy trim 6U93 BS US4 SargentStops: 40 1 6-0 8-4', 13/4 J B L8 _ - - - - S2 - - - M3 iIIIM L7 1 ea Dummy trim 6U94 BS US4 Sarqent - L8 2 ea Dummy trim 6U94 BS US4 Sargent Sl 1 ea Stop 436B 1154 Ives 13/4 •I :,2 2 ea Stops 436E . US4 lues Existing outlet to be removed - cap,off behind facie of finish J 3-0 8-4l, A 81 L7 _ - _ - S1 - - - M2 is DUM Gasketing: l) GI 1 set gasketiri-i 5050 Head b Jamb Stanley Miscellaneous: M1 1 ea Coordinator - 672 Series Door Control - - - - - - - � = M2 1 ea Roller latch 1259-A US4 Trimco Z in M3 2 ea Roller latches 1259-A US4 Trirnco T1L `l V �.. ( - + _ � , . � 11lu { { IS 11� l { IIIIll I1iI(IIII { I II { 11l Jill I 1� I { lI lI lrliItI ( II 1 ( lI l111IIIlIIll11IIIIntl1 1 111 111 I 1(1 1 1 t I l 1 1{-1 r1 1 i_,1..1.•1 .,...«,.,�s��$r►, �� ���� ..�...____,_..._ + � I � NOTE: 1F THIS MICROFILMED w- ( 2 4---- 5 G - 7 8 9 10 11 i 2 i DRAWIVG 15 LESS CLEAR THAN I THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 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