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11565 SW PACIFIC HIGHWAY-15 r P.O. BOX 127 • TUALATIN, OREGON 97062 • October 26 , 1987 Jensen , Krause , Schoenleber 1962 N .W . Kearney Portland , OR 97209 Gentlemen : RE : Fred Meyer 11565 S .W. Pacific Highway A fire and life Safety plan review was conducted on the above- captioned project fo. compliance with the 1985 editions of the Uniform Building Code (UBC ) , Uniform Mechanical Code (UMC ) , and the Uniform Fire Code (UFC) as amended by Washington County Fire District' s Ordinance 86- 1 . The pians are approved subject to the following conditions : 1 . Exitway Maintenance : Exitways shall be maintained during con- struction at all times . (UFC Sec . 37 . 104 (c ) ) 2 . Automa�,ic .Sprinkler Plans : P.1an3 referred to and examined by this office contain no previsions for the alteration or installation of automatic sprinkler system . Not less than three sets of plans for the .installation shall be submitted to this office for approval prier to installation. 3. Automatic Doors : Power-operated automatic doors shall comply with Uniforn Buiiding Code Standard No . 33- 1 . (UBC Sec . 3_�011 (g) ) Submit manufacturer' s data on these door. ; showing That they comply with the above-quoted Uniform Building Code Standard . (UBC Sec . 302 (b ) ) 14 . Emergency Lighting : Emergency Ii.ghting shall be installed that comp'_ i.es with Uniform Building Cooe .Section 3313 . Emergency lighting shall hr- supplied by two separate sources of power. 5 . Exit Lights : Exit, lights shall. be installed in accordance with Uniform Building Code Section 33111 . Exits lights shall be provid- ed with two separate sources of power . ... yn. • .....} ..: ...r . ..AMY..._. ..__ 3 5 • " ,� I � � Il �� tlt �.tll ` III � II � + II"i� tll ` IIIOt � I ` Ilt ' Iltllll � l � l ` III � III � t � I � II� IIIIItIIfIIII� I � 1It � lll � tltlt � tl � II � tIC � 1 IpI � 1 � t , IIlI1 � 1 ill , lltlIIIIIII IIIIIIIIIIIIIII � IIIIItlllliltl 111 � 111 � 111 , 111 _.. --�. NOTE : IF THIS MICROFILMED .��.�:::�....._._ '�' 4--- 7 8 9 10 11 I DRAWING IS LESS CLEAR THAN 'THIS NOTICE , IT IS DUE 1K.) THE QUALITY OF THE ORIGINAL D RAW I NG. - ---- —_— - — OE 62, 9e 1Z 92 S2,2 bZ EZ 22 12 0!2 fat of LI 91 .SII to EI 21 11 01 6 9 1 9 r b E 2 1 a►III!III�IIIIIItII�IIIIIII�llllll�llll�lll�llt'r'!IIII�IIII�IIIINI� y1��11�i1_ll�llll�lillllJ,,�I,�,f11111ii�ll!.1111;,11��1i��lllt�l.lll��4f#�Itil�llf1t11tI�It11�tIII�iIU�lll�ltll�llll�IlII�111.1��U1�i11�l.�lIJ�L.ILI�ll. I 111111111ll11u�111�1�1I�1!l.l1,IUllllll�llll , i UN 1 1990 0 q . K�'�}�,.�,.s�-^ .w__ -'w.y, wr- - a ,.n- ,'�'.M'r.-drr:._ ,.,yam ...,......�.....,........ .... nw ...v.... . ..: ..,,,,u„� .-•.. .A•s.v.W"Uly � ......wy,.,..+vrn- .a-t�—. � _ - fan T'•--- �.r,+ +aM..+..:-- Jenson , Krause , Schoenleber October 26 , 1987 Page 2 6. Automatic Sprinkler Protection Shutdown : During any time that the store is occupied and the automatic sprinkler protection is shutdown , a fire watch shall be maintained . If welding is to be accomplished during sprinkler system shutdown time, all combusti- bles shall be moved away from the area and a fire watch with a fire extinguisher readily at hand shall be stationed at the weld- ing site and maintained for not less than 30 minutes after welding r,as been completed . Shutdown of automatic sprinkler system shall not be extended through the night . Whenever automatic sprinkler system is to be shutdown, Tualatin Fire District Dispatch shall. be notified . Their phone number is 682- 1235 . Also, upon reacti- va.ion of the system, the dispatch office shall be notified again. 7 . Insulation Flame Spread : The insulation , including breather- papers and vapor barriers which are not in contact with the upper surface of the ceiling and under surface of the floor, aas the case may be , must have a flame spread rating of not to ex- ceed 25 zund a smoke development classification of not greater than 450 as measured on the Steiner Tunnel Test scale referred. to as UBC Standard No. 42- 1 . (UBC Sec . 1713 ) 8. Automatic Shutdowns : All ne-wily installed mec'nanical equipmE i t that produces over 2000 cfm shall be provided with a smoke (' -tec•- tor that will automatically shut down the system upon sensing of smoke . (UMC Sec . 1009 ) 9 . Approved Plans on Job Site : One set of approved plans bearing the stamps of the Tigard Building Department and this office must be maintained on the project site throughout all phase-s of con- struction and must, be made avail-able to building and fire inspec- tors for reference during required construction inspections . (UBC Sec . 303 ) 10 . Inspections Required : Inspection and approval of construction by a representative of this office is required : (a) prior to the cover of any, new framing elements following the installation of all utility runs which will be concealed wit;:i n wall and partition cavities ; ( b) upon completion of construction and prior to oclu- pancy of the tenant space . (UBC Sec . 305 ) 11 . Certificate of Occupancy Required : P r i o;^ to the use and oc- cupancy or other written instrument of approval must be obtained from the City of Tigard Building Department . (UBC Sec . 307 ) - F .w,...•,.s� . 1 'TUC- 11A I i1l lIf � � I � ( � ( � . l � I � ( I I I ( II ► �111f111 � 111 � 111 � 111 � 1111111 � 1 ) I III � I �IIIIIi � lll 1111111 1111111 1111111 1111111 ( 111111 101 + III 1111111 IZi 111 .- _'___ . NOTE : IF THIS MICROFILMED I 2 3 4 5 6 7 8 9 10 I I I DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALJTY OF THE ORIGINAL DRAWING. C 6Z 8Z L2 9Z 92 2 22 12 02 61 131 L I 91 GI b 1 E I 21 I I 01 6 8 L 9 ��II 111111111 II11111111111111111�11111111�11l111111�111111111��,�I�N11 �IJlI_l1�1,1I��IIII�It11��J,,�,1,�t.I,I�IIIINll+1111111111�1IIa�11.11�I,I1!`1IHI�INM�11111t111�1111(IllI�III,L(IIII�IIII�II�O(11�11.UI��111� I JUN 1 � 1990 _ t�lwiliu��»ilu��tl�uul�l�lll�uluuilll� r.r.r..�__ _ ....r••rr. .- ---.:..cam n. .♦MI .� /I.ir✓Flf'.!!y.'..l.A_......t✓!.lU. .. _ - .. • ..yr Lr, �'..� . ..�..,yta.M�M..I.:j+V4(ry1.,�'..�.. ..,. ��Yf��•�s�7r�M�„Y.��-•.� •` ��: .... ... .•• ��'��PF^^x''.55 �.��f Jensen , Krause , Schoenleber October 26 , 1987 Page 3 If I can be of any further assistance to you , please feel free to call me at 649-8577 . Sincerely , TUALATIN RURAL FIRE PROTECTION DISTRICT Gene Birchill Building Official cc : Tigard Bldg . Dept . Inspector Ray Fred Meyer A . Anderson Construction Co. NOTE : IF THIS M IGROF I LMED � '?..,,..�.-. .- 3 4 �..�� 5-- - 6 _ 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN I THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL D RAW I NG. OE 62 92 LZ 92 SZ 02 EZ A'2 12 0a 61 H 1 L I 91 51 b I E I Z I 11 01 6 9 L 9 S b E Z I �►rI�111111IiI�iil�iliii�F�iFl�iiili�lil�lil��11111IIrI1111{IIIIL��NII ��i1..11��)1r1�1111�11�1,tol�llltlll!rllll�IIII��I�I�IUIIIa�l�.�1��IHl�rrl�iflll�rillIIIIIIIIUIIIIlII111I111�IIJ1i�Jl1�IJl1Il11�lUeJI11WLi�iL11��uu......II--......''....11111111I�Ult�U�1�1lUIl1� II t III11 1990 UN •.�„1�.,,.�.,I.a—. ih.. .�..mss•...... ri r�w�wr_.- } Jurisdiction of GENERAL PLAN CORRECTION LIST Based on 1965 Editlon of the Untform Building Code Owner Plan Cneck NO./0- Valuation z-a-'"c�. t'�'► Job Address ��S �� 4� �'�►-�'.. /`)'c ' • UseR— til p CRY--`� Type of Occupancy State Construction_ - N Classification A Total Allowable Floor Area _—Sq. Ft. Stories Basis for Increase Floor Area: ` �i '��. fS� �� '-..,/•��/c:s"+�,.d� Floor (Max.) � "a �, �'. , � �?�..tic.�' �/� o��q. Ft. Floor ('rotal) �� —Sq. Ft. �, y-4111dol -.� ;,t .c. ,?i Occupant Loade t7 _�- :;' �d<.• � COMMENTS OR ASSUMPTIONS:_ . -Y� 7� � l.'F`'�1''� 1ST C ut •t�"` ! /►.,L� - 2: .�aiLil' �L�%`7�"L�t� i iG�af.�rC_�.rZ ,�,/fJ�'�/1✓�i.�"�_.-_�-�� It V Corrections chocked below are to be made on plans before permit is issued. The,pprowl of plana and specNications does not permit the violation of any section of the Building Code or oftr city ordinance or state law. i fBE:NERAt. 10. A film-r"stive occupancy *"ration in conformance t. Valuation shack! be S �� _. X�C� �TOA No. 6-B told Seeibn 503 wrequired between ( -hour) �,- 2. Show job address on plans. _ ( -,lour) ( _-hour) 3. 130m name of person responsible for plans. 11. Horizontal occupancy separations should be supported t1 4. Submit dimensioned tan. with a structural system having equivalent fire-resistive Y P� P ` ` protection. Section 503 (b) l' 5. Give all dimensions on plot plan. 12. The building is limited to---- ( feet In height) as a Type.—. AREA LIMITATIONS AND GENERAL structure Section 507 and Table No. 5-D OCCUPANCY REQUIREMENTS — — 6. tam and Nuns should be shown at comers of the bWdkV and at changes in ground slope. The ground -- -- eleNtiona s xxM be taken at the lowest point between13. A room in which a water closet is k)cated should be the witerior velll and a point 5 feet out or at the property J serrated from food preparation or storage rooms by a lime, H Closer. Where the wderior wall is parallel to and fig I. door. Section 510(a). within 5 ileal of a ptOlic "11*111, alley or other public --- -- ----— - way, the ground elevations should be the elevation of TYPE OF CONSTRUCTION the public way. The number of stories in this building earwxX be determined until these data are fumsh& 14. Roof coverings should be five retardant. Sections 1704 7. The total floor area its limited to f and 3202 (b). Details or specifications complying with square feet. Sect*ns 505 and 506 _- Sect"r 3203 (e) are requl e�i_-. ..._4_.....�.. r_ - - - — - -- -_- 15 Exterior (court) walls within_.-.- pt i 8 Unobstructed yards of.. _feet shoulf, /': property Imes Should t of - hour rnnstrurtn,,,. ,! be maintained on_�__—. �_...__ ._.... �_.. - Ion ________O:i (a). ` f of the building for area rxjrpri!,e!; Fec do n '>•►+ 1rov► f' ile details to Show ttwt. . _ .. rn•.,ni N�� , .., , ., ., i lEi Openings to exterior (blurt) wall% midi f I feet of property lines should t'4, o �,I n• + horn walls will comply with Section 5015 (e) burths•hour firs assemblies Section u:t It,n (a) Extend vertwally f[Lxr7 the Iouooat►-jn Ic a �x:wit � rr►cfties above the rvat. (b) Total width of alf operants limited to 25 percent of 17. bWisi under up tips! ft *swept n taruuvs H. the wall l"n9th in itie story under ,visiderallot-n I)ivition elncl M QcCuper�r'�Pe chni�k' M� pnrtn�f��! n' (c) Ail openings prooected with fire &%semblres having rt ( I roquited in S4x tion 170:1 fire-resistive sating M one and one-half (thrve) 4_ _.._ hours. 1 18 Fire-rests"cmnsUuct►c n ke strtn'tuial If 8111V "iem It>' (d) Ducts through area separation walls shoulo rw ��/ in the exterx>r walls shouki cixncpfy wnr'i i �xKn�►tc� N(, I ided avo . H en allowed,duct penetrations stx.x,kt he Iwo� of Table No. 17-A and Secl000 tected as required in Section 4306 0) Sec-tion 1702 fix definition o! %ii n n, n c* G %horn e 183 '1 ' .... ---- ...�►•.».. .. ... ,.. .,P;jµ•,,•-� ..w�.,.,:.... ,,,.�.,.Mn..,_.._:,.•:r -.,:„bra,:... .�,' .�.�IY.:.._. ^. !� III11 �� f11 r 1lIlllllltlll�� Illllll � tllltlt � tllllllll � Illl ( � IiIItItII�� IIItItIf �Iilltillflllllf llllflllllllll ) III � IIIIIIII111 lllllll IItIIII IIIIIIf 1111111 � llllll Illiltl 111 ! 111 1111111 NOTE : IF THIS MICROFILMED 2 3 4 5 6 7 6 0 11 12 DRAWING IS LESS CLEAR THANTHIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - 0e 62 92 LZ 92 SZ bZ EZ ZZ IZ OZ 61 191 LI 91 SI I Cl 21 11 01 -6 9L 9 S b fw Z l3r0l� t►ll�lllllflll�llllltlll�Illiltltl�IlllllllF-�llllllillllllllllll�INN� I_�fl.11.�.1lI�It111�,11111,,�.I11IIlIlIl1!IIIII�IJILf�1111IlIIIILII�}�t}�Illl�t'1tltlltlttllllllllil11l11ilIIIIIIItII�ILII�.lI11.�R111I1W�,11�111�1 1 �Illl�1ll�111i11111�11U111llIIU.I l Intl w�u l w JUN 1 401990 «� _ ,. - ..-.N.. ..�+file • ••.•-.:.Mb..1.1^ ...�,r..�...�C. ..M....'•..,f.�F�........ - . ........... ...... ... ._... rte. �"" •MfRlIGAR.,� ..�,r�t,.y„�„.I .�.�,�„ .M..nn-..;.ro.,s-,-.eh-,. .,u+�+�+..r.�. �.�_....�....�.�-.. ,,,.,_._ --.8 "f 1 I '�,►' 19 A weattW-resistive barrier should be applied to exler►or SPECIAL OCCUPANCY AEOUIREMENTS walls as specified in Section 1707 (a) Group A 20 Enclosures for floor ru s should 35. A-3 Occupancies should ae of one-hour fire-resistive No. 17-A. Section 1706 Details should be pry to �'� " construction N located In a basement or above the first clearty Indicate this. story. Section 602 (b). 21 Structural members carrying mafOM or concrete walls 36. A-2.1 Occuparx les with an oocupant bad of 1000 or in buildings over one story In valght should be protected more should be in Type 1, II-F.R., II One-hour, III One. t with mirwnwm one-flow firerswrt e�� n..;�� 17M. how or IV buildings,except that the roof framing system -- _ for one-story portions of buildings of Type 11 One-hour of Type III Ons-hour construction may be of unprotected construction when such roof framing system is open to _.,_._..�., the room and does not contain concealed spaces. Sec- ___..._.. ...�_.__ tion 602. J f, 22. Nonabsorbent finish mind backing for!o1*1 room walls and _ floors should conform with vection 51(,') (b). row 3%. GA assembly p rooms having an occupant load of 1000 or more shall not be located in the basement 23 Shower stall walls stwxjkl be finis ted with a hard, non- unless the basement is located in a building of Type I or absorbent surface (0 a height of 70 inches above the 11-F.R. construction. Section 602 (b) The main entrance drain inlet. Section 5"0 (b)• should front directly upon, or have a 20-fool-wide C access to, a public street at least 20 feet in width 24. Doors and panels of shower and Uathtub enclosure Section 603. should comply with Section 5406(d) 5. 38. Light and ventilation should comply with Section 605. 25. Parapet walls nM less thd[i_ inches in haight are -- Mquilad. Section 1709, i 39. A one-hour fire-resistive occupancy separation is required between the boiler or central heating plant 26 Eave overhangs and similar architectural projections where the largest piece of fuel equipment exct eds should comply with Section 1710. 400,000 Btu per hour input and the rest of the buil1ing Section 608. - - I 40. Exterior openings for rooms containing a boiler or cen- 27. Projections beyond the exterior wall should conform ural heating plant, should be protected with three with the less restrictive of the following: fourths-hour fire-resistive assemblies that are fixed, (a) A point one-third the distance to the property line automatic or self-closing if located below openings in from an exterior wall. Section 504 ft another story or if less than 10 feet from other doors or ' (b) A point one-third the disWnce fhtr m an assumed windows in the same building. Section 1608. vertical plane located whom fine-f"""protection Of=S is first required due 10 bCation of proper- Group E 504 (b) -- --- Vd` 41. Aunosptwic separations aha ltd WnN* with Section 802 (b). 28. Env" sailings stxwld satin � oondi- the 42. Use of rooms should be clarified. Note that rooms in tions [Sec;4ion 4303 (b) sJ: (a) Should not he used to provide fire protection Beams Divisions t and 2 Occupancies used for kindergarten, and girders su first or second grade pupils and Division 3 Occupancies g ppbe ng more than one floor. shall not be located above the first s•:ory. Section 802 (c). Columns should be individually fire protected. �C) Duct and other openings are limited to 100 square /! inches in each 100 square feet of ceiling area. (d) Duct openings should be protected with 43. Special-hazard rooms should be separated from other I approved fire dampers. portions of the building by ool less than a one-hour fire- (e) Elp-_�thcal outlet boxes should be of steel and not resistive occupancy separation Section 802 (d). greater than 16 square inches in area. 44. One required exit should front directly upon. or have a 29Gypsum board, lath and Plaster and similar ceilings in 20-bot-wide access to, a public street st least 20 feet in ,/(• conjunction with fire-resistive assemblies should be wktth. Section 603• supported at intervals not exceeding 16 inches. ltnrris 20 2 Table No. 43-C. 45. Sanitary blicilittles should be pnovkled in accordance with Section 805. 30. Wood Stopping Or W ended wood systems for gyp- sum board, lath and plaster and sirMar ceilings should 46. Light and ventilation should comply with Section 805 _ be not less than 2-inch rxxNnal thickness. Section 4704 1 (b). (Section 4703 (b) dor wall stripping.) - 47. A one-hour fire-resistive occupancy separation is 31. Final required between the boiler or central heating plant / partition layouts and detalls should be submitted where the largest piece of fue! equipment exceeds l.' prior to installation to justify r xnpliance with occupan- 400,000 Btu per hour input and the rest of the Djitainc; CK bre-resistive, structural anJ encu requirements. Section 808 ' .i Justifyying test data in conformance with Section 105 of Gip I • an ICNO research report is required for 48. GrUUp I, f.1wr�.i�►r� t Oc;t:U�`(ln<:'ihs `h � tk� , ' T!:`-t' ! i I Rooms in which rubbish (linen) chutes terminate should �j + Tycho 114 l i �.vnslruCtior� UrtiINS` ct, T,�,��r1iJ wit►� frit be Spparaled from the rornarn(jer of the b�.rilding with e ' Excr�l�tr<xi iii S� 11o4) one hour occupancy separation. Section 1706 (c). or49. Group 1, Division 1 or 2 Occupancies shouki tw of one 3� I Openings into rubbish and linen ehutos and terminal hour fire-rewstive construc tion. Table No. S-C t • rooms should not be located in eJt1f COIidOr 'rs stair- ._ ways 170f') (c) L. )i;t and ventilat"i should rx)mply with S&ct.kw iCK)S 81+M1 No. 2 d e Wooiw 1f+ " ,. l I I l 1 l 1 I 1 1 I I I 'I 1 1 1 1 1 1 f I I I I I I . . _ r . � _ sell • _ - n ��.�',, ` ., r . I I � I � I I I l -I � � � I � � � I � � � I ' � � 1 �111i ' II � III �� II � IiI � I �I � IIilII11iIIjl IIII1111111I111 IIII111 I � II1 � 1 Ilillll Illllll Illltll Ili ill 1l1 Ill Ill 111 Ill ill Ill tft '. NOTE : IF THIS MICROFILMED ILI 2 3 4_ 5 $ 5 10 1 l I � URAWING IS LESS CLEAR THAN ---------�-- _, -- THIS NOTICE , 1T IS DUE 1-0 THE QUALITY OF TiIE ORIGINAL D RAW I NG. _ OE 62 8Z 1,Z 92 SZ bZ EZ �ZZ IZ OZ Gi NI LI 91 SI lel EI ZI 11 01 6 8 L 9 -S b Z r,rll llllllll1I11111111111111111111111111111ifltlllllllllllllllll 11111 1�llLlJ.IIJIIIIIIiIilualidIli1111!II111 >�ail_ .�.�.i.�,ulil�wliwllu,�uul��l�ul�l�ll�ll�,ul11�� M �.�L 5,1. + A ora-hour fire-resistive occupancy separation is nOQU red between the boiler or central heating plant 87• A ons-hour fire-resistive occupancy separation is where the larges! piece of fuel equipment exceeds required between the"laving rooms and&w rest of the 000 Btu per hour input and the rest/ rd V* building- 1/11�4 i Stora cx leundr Section 008. Divieron 1 Onxu y rooms that are wfthln a Group R. that are used in c0ownon by j52. Exterior tenants,. Section(b). Val Ma►l rOOrns contatrwng a boiler or can- (b) Rooms containing a boiler or central heating plant in q plant shouid be protected with three. a Group R. Division 1 Gocuparxy, except where burtha-hour fire-resistive assemblies that are fixed, such morns contain eprA 11-, servir�q , one atubnlatic or gaff K located below o w*Vs In dwelling unit. Section 1'212. atnOdW or M.�n 10 best from other doors or - wfr►dows in aw same building. Section 1008• rlbieauditWO Every dwAltinq unit •� guest room should h" corn- -- heating facilities as specified in Sealer 1211. �p 8 _- - �_— ry dwelling unit and every quest room ki a hotel or 1 ' AAotor vehicle service stations should be d noncombus- ing house used for alae l G ttible, fire-retardant treated wood or one hour fir9-rests- d with smc,+ce detectors�oon�b�sea shall bep�o- Iles construction' Section 702 (b). dard No. 43-6. A smoke detector should13 C lled in the basemen be 54• Storage areas in excess of 1000 seuare feet in conn,ac P of dwelme units he•ring e way wrhich opens from the basement into the dwell- k)n wrtth wholesale or retail sales :hould be separatedSuch detector should be connected to s soundinfrom the public areas by a one-hour fine-resistivre occu- ce or ocher detector to provide a,1 alarm which wipliancy separation unless the building is equippedudible in the sleeping area. Section 1210(a� throughout with an automatic sprinkler system. Section (( Group M 55- Light and ventilation should cornply with Section 705. - &72An M Division 1 Occupancies are limited to 1 i?oo 56• Exhi u8t ventilation M or near floor {duel is required by ) square feetin fk)or area and one stnry in height v't= -- S tion 705. n 1 102.es should nc�t o 57• A one-hour fire-resistive occupancy separa!ion is pen directly Into a naom used for required between rsboiler room or central heating plant ng Purposes. Sect►on 1104. where the largest piece of fuel equipment exceeds400,000 Btu per hour input and the rest of the building. proved nonoombustible material orasp� list/Section 708. terial is npui►ed ler garage floor suriaaes. Sec. 05.Group RAh ttroup K DAsion having IOmor��man two stories 8* " story should be of one-hour s con- EXrT REMAREMENTS Ston ChrO axe as Prov�ried in Section 1705 1 -- - (b)2. Section 202 ft 73. An occupant load sign is�!l required In r!sss►ooms•assembly areas. etc., having an ocxupsw r,ad of more 1 S9. The kis should have exterior glazed open- man 54. Section 3302 (c). See - hes for natural light (openable "erior openings for natural ventilation) as spgcd;gd in bion 1205 (a). _ 74. Conforming exits are required from the An+as below As specified in Section 3303 (a). i 60• Mechanical ventilating system in bathrooms should i S�five air changes per hour directly to the - ---� -- --�_ S 1205 (a). outside. 75 marts should have a minimum separation of orw-haft tt e maximum overall diagonal of the builcfrrV or area 61. Ext>arior s from should not be served. Section ;3303 (c). considered7as required light or ventilation since OW do not open b a ard, court or street in 76. 1�10 point irl the building should be mors Oban 150 (200) accordance with Section 1205 ra). fleet from an exterior exit, honzontal exit, ertiVtps0d s;_,.,_ wey or exit Passageway, measured in the .tructjon or 62• Courts bounded on tour sides wtth walls should be at 1-1 - 'e `tion 3303 (d). least 10 feet in length. For courts more than two stories in height, the re9urr"d width should be incrwased by 1 ` 77• t-xi1 door 1.hould swing in the directrcxi cf egress__ foci gird the required length by 2 feet for each additional bon 3304 (b)• See doors stay Section 1206 (c).63. -- Ery ajeePK►g nocxn below the fourth floor should have 78. Double-�'np doors shalt not be u�aea ix exit. K, tri at best one window, or exterior door blowing kx=ations Sdctic,n 3304 (h) E apf`�d for emer- Q '>ICy exit cx rescue. Sec1Kx, 1204 64 rtXN11 'ShoUkj t1FlV'Ei the nllr,!rnl Orn ''4►1111 it-: hwmght required in Secta,n 12()7 (a) " Exit dcx�rt; st�ouici ION „t►r,ncAblt,, tr1w, • ---..__�.._----- t s. K 1 r•, tire- • _ -- �i'IFeI krK►wlr+.,,,,,e. ,. Nor,• • I 3:frC)4 (C) Wife also thAt tttt%h "to t>5. room should how a minimum ti,r.w A rH F� Of _ — prt,tiltHtt«� --- square lest. Section 1207 (b) EfliciArrcy &A"llrntj units shcxjkj cxxn f)ly witt, .` c t►cY Exit i k)ors Shrxrkj hc+ a minimum size c4 3 fe►e+t . r. t, --._L 12th. rrK�t,es rvtt;i a licx�r CfWdble tt1 c k�ll►r� y�1 c ,rt,ti Section 3•;" ] Of A shoots • � ,:ra. est•: ..7 „-;� - .+.-.--....�w..o.:.7V.''�'""'... • ..... .. .... ItIF� -., , I � III µ III � III -Ii � iIil � Ii � ili � � � � � sI � � � I � ( � I � I � I � = � lillll tllllll III ISI ISI ISI I I I I I I 1 -- --_ . _. .. i I 1 I i I •,I NOTE . I F THIS MICROFILMED ►- ., 2 3 _ '4 _ �J f9 8 9 I 12 DRAWING IS LESS CLEAR THAN ---- - THiS NOTICE , IT IS DUE TO I THE QUALITY OF THE ORIGINAL DRAWING. E 62 92 LZ 92 SZ 02 E2 Z12 IIZ 02 61 91 Ll 91 51 tP 1 91 21 I I 01 6 9 L 9 S b t►II�IIIIItIIIIIIIIIIttIIIIIIiIIit�ltlt�lllF�t11111111Illlll11111.1 ��1111�, Jilt)IJUN 1 1990 ��II)iIIIiIIIIII.iJ�Ir,-Ii1llilillll!II1111�1)I�III�IiIItII.Ill�t111�1�1tIilII�t111IIIIlIIiili►111�11i1 1 Ilulilul�I1L1l.U�Il.L�u �w�u�u�l�uiluuli�liluul��.u.ul�ll�ilull�lll�� PIP- -...__._--....�.....,...>._._....,.-. — ,__. ..•,.-w•wM........--- - ,,,,• �..... ......, r ..... :.....».....-..... .;,rrL�.alrr ....u....—....».._,......�._....'+M�....YYrk ,y� •e,�. s.-. The net dimension (dear width) at doorwe should be ----- ----- ---- ____used m determnni exit widths uirt 100. OPOnings in exterior wells bekrw or within 10 lees ui 3303 (b). Section by �1O^ ! ait's'6 x stairways should be pn�lected with self (e). MI oonsiderat►on o< door !V, thicknesses, panic hardware, door •wingg, etc., the three-fourtha hour file.resistive assemblies Section r rsqu"Od exit widths h" not been famished. See door 3' (I)' -- _ 101* cr►dosOd usable ---_--___-- , 82. A floor or landing n0l mare than to (1) inch below � �xc under interior equinstainoe l sho e. threshold is required on each tide of an exit door. Sect Protected on the enclCsio side ti required for one. hour tMa-nrtlstfvs oortstruct�or�. Section 3306 (m). 3344 (h). , 142. --- i �oornbustiblO ml.. stairs ars required. Section 83. r ( � ./ Doors sftioufc, not prvjOct more than 7 kr�es mW the 3306 n roquin!KJ corridor width when fully opened CN moria than one half into the required corridor width whe:j in any 103• Exterior stairs should not protect - Position- SOC-1100n 3305 d P ►act into an area (yarns or ( ) _ Courts) where wall openings must + Droler_1 Se<yeon 84. 3306 (n). Rewlving (sliding) (overt►er+d) doors are not permrtted as exit doors. Section 3304 (g)_ 1()4. One stairway should extend to tine rOd Sect Kin 85 Exiting thro�,,.'gh another room does not (o) — -as Provided for in Section O��nR1Y• except i 105. --___-- 3303 (®)• i Six:400t 6-inch minimum headroom clearance for stair. �• Corridors should have a minimum width of 44 (36) ways should be indicated on plans Section 3306 (p) i Nolo that this is from a plane tangent to thb starrw- rncches. Section 3305 (b) tread nosings. jy 97• CJrndOrs serving nonambulatory persons Should have 106• Ramp slopes should nc�t ®, one foot In an 8-foot minimum width Section 3321 (c) beet• Section 3307 (c). 88 – � f� Dead ends of corridors and exit balconies alcoes are limited to 107. Surf sae Off amps should be,oughE►ned or of slip.reststr,r ! /rte 20 feat. Section 3,305 (e). materials. Section I 1 3307 (g). 69. Walls and ceilings of corridors should be of one-hour 106. Stairways should be enclosed as sl&,.if►ed in Section hre-resistive construction. Section 3305 3309. tectural section through 19)' arch' One (two)-hourfire-resistive walls are rw4uired determine how this accoaisor necessary t° �a� bOnlyy exit doors are allowed to open into exit t 90• Exterior exit balconies cannot protect into an area (C) Doors should be labeled One (cola and one-hatf)- ": hour fire assemblies. on re Protected openings are required due to hjatw, (d) Exit lures should include a property Section 3345 (i� ground floor extending to the exterior On the g1• Interior taonstr should be as Mquir9d for the exit enc�io- openings into oorridors should bs protected as sure, including protected specified in Section 3305 (hl aro permitted to the corridor, �nuhgs• Only exit doors (e) open into approved barrier is required at the ground ttoor to 92• Stairway should havle a minimum width pn"nt people hum accidentally conbnuiny to the !' t o1 – t inches. Handrails should not project lcower 1e "'eyel. mora than 31,1 inches into the required width on each I (� Unable 30a0e is not allowled under the stairs side. Trim should not proje'ct more than 11,1 inches into required width on each side. Section 3306 (b) 109. All required exits from the building should be smoke r 93 Risers on stairways should not be less than 4 Incy hes nor Pren iOsures complying with Section 3310 relater than 7 and runs should not be less than 1 1 inches. 4 ,ectlon 3306 (c). 1 1 C. 0pen,ngs into exit c*urts IHSS than 10 teres wj0e shoul(� be Protected with labeled 45-minute fire assemblies o Landings on stairways should have a dimensir-rt in the SWi0n 3311 (d). Also see -exit court" dehnrteon In tr <' direction of travel equa! to the width of the stairway but 30Section 31 (b). Openings more than 10 feet a ��e Me Section 3306 (g). need not exceed 44 inches for stairs having a straight run. court floor are exempt. tV-- openings other than requirwi 010ts are permittt1h1 In 95. Doors swinging -�— exit pinssagewa s. The over landings and in the fully open pose. Y passageways should be of tion shall not reduce the required dimension by more than I ---"fir fire-resistive (X)nstruCt,,Nn Soctron 331; 7 inches. When a landing serves an ck-�cupant load of 5,0 !_ (s) or more. doors In any position shall not reduce the re qurred dimension to less than one half of its required �. 112. Exit illumination and signs should tie prttti , In a� y width. Section 3304 i ' ( ) kxmanoe with Sections 3313 and 3:311 1 9 � I Basement portion of have a u stairways should hn y 1 13 I Iusk� (cr>:�s aisle) in audnorlurn sr><.�,k� r►a,�, a minor.., .. 1' l fapprove+d garner where continuous tri upper floors In an I width of _._.__ ! exit enclosure (;p'Cl%'.n ;t �'u rh' -- Sectlnn ill! (;,I 'pct►wt i;1! + , ` Vertical dlstHr�res tKe t 8 r_X#QL11W1 00 rt. \tip•, 4��.•. tMrt�( f SINIr1Kk1� .Ark11n�S Rrt+ II„, I A CAciJl 12 tr+catt!115• Lk,,rrs Shall hjvwr rx) ► 6 �'� i ryar►orells should tat, plac't.Mi riot Minis than 30 ►ocher. rx.r f > >`+ Meir r1Knre than 34 inCf)es ab.L" thio (read. SeCtKx1 XK)(, �Il I �f1Cf rude exit$ Kl f�nfllt111+►rMtth �:A II�,r' J.,11 Two handrails are arN rt9QI111tet} trx Carvu A, UtvtSKN' ; (; t ) (:1) (XI �ii)Nr, rr►qulre+d wfwrd staliways sac�se0 44 - cies. S�:tran 3318 (a� inches in width 1 lit. (,.(?rteV,lrA 04 6ftJ()p E. C1lL'U►+Alkrrt �I>rMt1,! 11elvtr Ia + 1,1(1 Guardrails far bt(e C>pnlorm with SHCtKXI on 7 1. and d landings s [hxikl I requlrwi by Section 3302 pias 2 Poet. twl nc* less tri n 1711 t Note that maximum ear ( 0001 SO(:U(xh 331 tel (e) a t d J I encu belv~n inter - _-- -_.----•- intermediate rails is 6 iix�►es -------- - - - t M e Fit_ ,...., A APOAN* "�" , '� " ! I I � ' � � � I I III ' IIIA-IIII � ItIItt1I111I1111111IIt1 � 1 �� Ilillltllltt � 111I111 �ItIIIIIIIIlIil1l111111111t111 � 1 � 1tI � It1 � 111 � 1t1� 111111111111111 111111111111111 111111111111111 1111111 , 1111111 .)I I NOTE : I F THIS M ICR01-I LMF n imm I '� 3 4 5 7 9 10 1 1 12 DRAWING JS LESS CLEAR THAN —'–" THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW I W-37. _.� - ---- --- -- -------- -- 0C 62 92 LZ 9? SZ bZ Ez _. - 22 IZ OZ 61 91 LI 91 SI bl CI 21 11 01 6 9 1 9 'S b ►I111I111111111I11111111111111111111111111I�I11111111IIIIIIIIIII�J I1111�} JI,IIIIII�j_1111)11111111�1�,,�Ii11IIIIlIII!III11lIIlI�ItII�Il1)illlllllt tlllllll�I1111Ittt!IIIIIIIIu�IIILI1111I11�1�1111�IL11llIlll ►IIV�jLlllllli Hill II I1�1�11ll 11J111111�Jlllll!llI1I111�I!lIIIIIIlI1lI1111 J UN 10 1 � 1990 -.i�.--. ..+.-n.e-rwr...-. ....,�r•w.. ._+. .... .__. ,...,,.y��.. ...,.,.,� ._ ..-,._:._..�.u:wyyliR��at�••<:�4�-r.. , _._..,...._._..._._. .,...s-: ,.- .. _..-e*r.s.sr--- .R I t , 51811`3. Secbcx► 33141 (V) 136. Buildlnys six ettxles or n(xe in hevght shoukd Ni pro- 1 Exit stairs serving an occupant bad of more then 100 in I vided with not less than one starx1pope durw V 0o#)_ a Group E Occupancy should have a minimum dear � struction. Section 3806 (b). Width CO 5 feet. Sec6w 3318 137. Automatic apnnkler system plans should be submitted 119• Every room with an occupant bad exceeding 300 in a �.c to determine compliance with applicable building, Group E= Occupancy should have one of its exits into a =� plumbing and fire codes. Separate Will system. Section 3319 (b). 120• When throe or more exits ars requinsd in a Group E FIREPLACES AND CHIMNEYS Occupancy.�ro he more two required extts should exit / exill sys Section 3319 (b) 138. Chimneys should comply with Sections 370., 3704, --- 3705 and 3706. 121. In a Group E Occupancy no point in a room should be more than 75 feet to an exit corridor, enclosed stairway I 139. Fireplaces and barbecues should (X)mj ly with Sec-1Km I or extenor of the !wilding. ;action 3319 (c). 1 3707. j 122. Exiting through adjoining rooms in a Group E Occupan - CY should comely *ath Section 3319 (d). FINISH WORK i 11 140. The interior wall and ceiling finishes should be s�wifwoo 123• Panic hardware is required tx1 exit doors serving rams V� g Containing 50 or more occupants and in corridors of and comply with Table No. 42-B and Section 4203 Group E Occupancies. Section 3,319 (j). - 141 . Gypsum wallboard (interior lath and Oi sler) c�nrxd t•e IT-124. All required exterior exit doors in a Group I Occupancy installed on wo,ather-eyxp�osed suri"s Sec:•trons 4'0,,,. 1 Shall �n 0 direction of exit travel. Section 3321 (a). 471 1 . See Section 424 to- definition of wHAtht+r' t exposed surface i 125. Doors from bedrooms and wards of Group I Occupan- cies ccupan cies and all exit openings where nonambulatory 142. Skylights should r'nmply with Chapter ;I4 F'lutshc sky- patients are housad should have a minimum clear width lights are allowed only under ecx)drtKN)s s4•ew•,hthi in of 44 inches NoSection 5207 prc>je�.tr��rls in this width are all�d i Section 3321 (b). - - -- - �� 143. Glass and glazing Should cxnply with Chapter 54. Type i 126. Panic hardware is required on exit doors serving moreand thickness cuf glass should be speatkiod. than 50 occupants in tsaoup I Occupancies unless there J is no or +on 3321 (f� 144. Glass and glaring subject to human impact should ,!t comply with Section 5406. FLOOR, ROOF CONSTRUCTION, COVERING, SKYLIGHTS, _--_- -- ROOF STRUCTURES STRUCTURAL. f 127. Drs(tstapping as specified in Suction 2516 (n 4 A shall be provided within a concealed floor-ceiling assembly 145. Special inspection in conkxmance wyth Section xt6 is forTned Of combustible construction. required. 128. Draftstopping as specified in Section 2516 (9 4 B shall 146. Soil classification Kt conformance with Tabus No 29-B be provided within attics, mansards, overhangs and and 9 pounds per squaw h-" soil tlAdnntJ � similar concealed spaces formed of combustible value used in design should be s +howl cx) Nans construction. Section 2905. f r 129. Roof drainage should be conducted under the public, 147. The foundation investigation rectort me iiwineM on mans sidewalk. Sect)on 3207 (e) was " included in data ttxwardtw t., its II ctstri, tw submitted for review 130. Overflow drains having the sarTw size as roof drains and on independent drain lines are required. In lieu of this, 148. All masonry or concrete elements reslmmv 501s(')i should be installed in parapet walls. Overflow system 2312 (j) 2. B. overflow scuppers three times the size of roof drains forces should qualify as reinlorced a 4o")ents should have inlets bcat,;d 2 inches above the low points d the roof. Soc'iort 3207 (c). 149. Precast concrete well panels sht-pt.rki tae lustif4wi t,,r compliance with Section 2616 (c) 131. The aggregate area of penthouses and other roof struc tures cannot exceed 3316 percent of the supporting roof , area SOOK)n 3601(b) 1 J0 yybo,d mrn et�ers may supt,Cir1 k�cts htv►, ', i concr=.lte (oily urxfer the ccxX1'tr0rrs 11474*011cotl rt, 2515 (a) AUTOMATIC SPRINKLER SYSTEM 15t Stnx-!ural cr+k.-uletK�r,s shauki t� :cuh,�nr�7 t. h .i• � r 132 M approved automatic s{xinkler system in ilia _ the adequacy Of the slruCturAl 5yStew►� a► rp� �t„,; .,, s rwwred. Sed"i 3802. This axrltpoes blind mic and wind loads, and Sup;krt,r►g ,k�n, n . paces enclosed wholly y ^, p,ertly by cnmbustihlV i loris This int'ItxiRes fcK�ndAh; . r - 1 !,' .I Ju:;tifyrnp crak•trlre1Kxts arxd aetr+';- f i 133 Class I or III slandpilws art, rto.,l•.i,,4•-1 in sptinkltvtt vVs fcxir ()r irx-w(p sti ones Irl hNlUttt Tablic, No `41 A t 34 Class II slarxi s are swotted Ir ?ablE, Ll prpd requirt�d as 15.3 Rtx:►1S .ShHll C�e�+ 11t+r.r�nt+ti (p�No. 38-A. pounds lA�r square ix)! so.-Akwo Shoo Mo. 6 d•Stwe i 167 mom 11`...... .�. - ,. ....' .. ` -�•,�...�"•_ ., .:V ,,� ` t � lt �Ir � 1 �.1� I � I � I � tlllt �"i� lfl �� I � l � � � � � 1� � 1 � 1 � 1 � 111 �1 � 1 � 1 I � I � r�lll � ijl � l I ��fl � lll � l � l � t I � I � I � f I � I � I � I I � I � I � 1 I � I � I � I I � III � I Iltll � l tll � Ill ISI ISI tut { fit I � ! I , 1 ISI 111 ISI IiI NOTE : IF THIS M ICROF I LME D 2 3 4 5 6 7 g g �)� ��11\YIA�� 12 DRAWING IS LESS CLEAR THAN - ------�+►� THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL D RAW I NG. r -- -------- - - ----- OE 6Z 82 LZ 92 SZ bZ EZ ZZ IZ 0Z 61 - el Ll 91 G1 b 1 161 ? I 11 01 6 9 L 9 S b E Z 1 310a� c11111iIlIIIll IIIll IIIIItIItItIIIIIIIhIIt�IIIt111111111111I11�1;{N�IIi1��,1j11,�11��II_�{ 111111111111,rt,�.f1I11111111111rs)1�1�1�11Ik111uI�u�� ,d11111uii111111iillillelllul1111�IIilltutlllll�j��J�1�11��LljV,�j� � 11�jlj�ll►,IIJ11�Ujllfj�l.��1��.11111ut�,ll.tl�11�1 JUN 1 1990 �-_•_.____.._ ._ ._.- • - -- .. __,�,.....� .. ,.- - ....... s- .-_._. .L.. ......,..,.-._. --"•....'"- ., .>wc ..• _ ... .,,..\, .-•• x,,,sr �,rr. ova. `+m ;1�. M.1..,r. , . . v ,.. �-.._..-.. __.� ,�,•.. � '� - .. 154. The rod stoould be de&Vned kx uplttt wind pressures 166. M+�a kidr►v data cx date its f a e t"I d..r mfr u sed as a �t+ - �� with due consideration for Lateral N Support d oorropres- r ', Phregm should be Wovk1cod 11`110 r )Awo� shcxrid comply sbn flanges d flexural mernbor>r, p y —_— wait a Specrtic ICBG evaluaUo o rr►f►Or1 or test data submit. W in compliftnCS with SeCIKxo 10`_, 155. t'kxx kiwi should con3idw a 20-Pound-per-squam-led --_ -_----_ Partrbon load. Section 2304 (d). 167. Details should be ►mvidecl on r` rropf (Plexor) dlar,hraQm �. f C0nneclklns that lrodK:ete IxA r the shears arr trans.Marquees (rssjdst'ilial balconieis) should be designed Jerred to focal shear-resisting slement.s. Connectms br a 60-puund-pa•-square-11oot Kv load. Table No. 23- Should be ' strtied wtth Structural cala,;ationS for oom- plianc* wil�ai04kblo values. 1 157. Garbe Maned w kx ow �prtvata p�easurs can should t Ida. Nail" r.x gypOxn board (Lath, sheathing board) used s'9 Lound wheel bad. structurally on shear walls should be s,-,ecthed to eom. Secbon 2304 (c). Ply with Table No. 47-I. 158. LKViOT1s Should comply wild SOCOW 2306, 169• Shedr walla utilizing _ M g gypsum IC�oarri (lath, sheath:ng board) cannot be used to resist loads flnposed by 159. Glued-laminated lumber should be hLb6cated in acacor- mass rll-y +x concretes walls. Footnote 1, Table No. 47-1 dance with Sec kion 2511 (f). -- --_.._-- --••-- --_ 17C►. Railings shcuk+ be Lies+�ne-d to w,ttostand e 160. Allowable situs In glued-laminated members over 12 P�nd_POf-kxA f~tinzcctA l taYLR Tallo No 23 H irnhes in depth should consider a depth reduction fele- - w---- kw. Section 2511 (d) 5. J17'22. Coiling framing should be 6"(1Ad for a time bad d not L. loss than 10 (20) pourxis per Squert3 k)cX Table No. 23• 161. Bolted connections exposed to the wer,(her are limited B. to 75 p&f;%nt of ;ha allo;•�,:,le bad under prdoded • cion-drtxxos• VA)er+e always wet, the altoweb!e load shall Interior partitions should be Iust1flod structurally for be 67 perc:errt of the allowable load under "ectad �, strength and deflection entPria stk►cltlNd In Section conditions. U.B.C. Standard No. 25-17, Table No. 2309 (b). 25-17-S. 162. Anchor -- ---- --- --- 173. -- �. - -ttlx,uld comely d corocrete and mr+s�onry wells shoould rxxn- with a specific ICBG eval;janon +l>t�rt w lustltying test Ply wrtha-�ecUort 2310. data shoukt be subrnitted in ccxlipllarice with Stw-tion 105. - 163. Ptywo+,d grades shculd COMOrm with Table Wo. 25-B. 174. Plans Should indicate the!foundations @amend below the 164. JUStfication is required that sufficient slope or ct r;fiber is frost line. available to assure adequate roof drainape iifter kxng- — — -- *M ft%C ions- In lieu of this, roofs muss be ditkS ,-*d "114+ 175. Prrivide Complete specr6cabons in =ihxT,,anee watt, ler POSS"s Ponding d wetsr Section 2305(f). ft design for 165. Details on stressing method and Imird a along MM / XMbfrng data or* required on prestr�ssod ODtn"te wurk. This da!a should be submitted and apprcva,'pnor to ordenna of material. Note that all tendons should comply with Section 4303 (c) 3 for fire-re.si+stive purposes. Additional Corrections: _ >R Tl1w}kn shn!R<t� AnF r; (?A't N tt)++ ratans 8rr1 Rh)►I{ qw lAln r#tike t%fW'14. H.p.Ntr lam.:llrVr!k111 • Rf k(K?".F a y19•':+trti+ �' ' {�. . . ,►Iris' �. . mad by I lt`III wr vnrr;� r ear. .1 i ;. �1 l I µ IIII 111I 11iIill Ill Ill III III Ii1 1111111 til I t 111 111 1 � 1 I I ISI III ! II I I 111 I I ill t t III I I tit I I I I I I I I I I l l l f I I l I I I l I I l I I r r t t 111 -` l l I _ t f I I III I III~ CII I I i I t I I i I I I I i I I I I I I I I I t I I I ' � I I I I 1 1 1 l I l I l I I l I IIS Ill NOTE : I F THIS MICROFILMED ►.. .._„ .�..,,�,,,,,,,, 3 4 5 6 7 - - � 9 I?0 I I I DRAWING IS LESS CLEAR THAN - �------�- _ THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. E 6Z BZ L� 9G bZ EL ZZ I r? 102 61 91 LI 91 GI ti l CI 21 11 01 6 9 L 9 S b E 2 �elllllll�llllll11111111111t11111111111�1111I111i�lIIII1111111IIII�I�IIII�,�µ��,�.1�L�f�.I##�)li)IiIIlI1�,,�ltlllll�ll!IIIIIIIIIII�#ILIIIIIfILIIIIjt#�IIiII11111'Jiltl{lM1IIIII�IItIIIII1�iIllllllfllLlll I I JUN 1 1990 l I�I�UII �I�Il1l1�I111111.11IIIII x l / I fes. _�t'il;`�.r'�i':-��"� 4. � ti� /�,/'`�J`-`- •'( ( � , I r i 117 i I.rr NigY 1169t . lA � l'I�ty.pNji., '�P�Y1@ y. j ... .. WAMW ._. rns�"'..-- ESS- --•w-..—....,..,.....,-..�.r... .:y^*.'.'"'. e,av "`-.�._ „I ., �, ,'._- 1 lilli � lii�� II � I � II � IiIIIIIIIIIIIII � IIlI11� � 1 � IiI � III � IIIIIIIIi � Illlllllll � l ; � 1111111 ILII n I IIIII � i 1 � II1 � 1 I � IIIII III � � II ili � ili ili iyi SII ili ill ili ili ili ili iol NOTE : IF THIS MICROFILMED L—' ,.� ..., 2 "4 5 �j 8 9 io I 12 DRAWING IS LESS CLEAR THAN - -- THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. _ . -- - 0c 6Z 92 Lc 92 Sz bZ EZ Zz 12 02 til al LI 91 SI VI cI ZI 11 01 6 9_ L 9 S b E Z I �� IIIIIII�IIII�I111�1111��1��1��1��1111�111111111�IIIII1111�11111��1�IIN1�.1lIlii.�I-LIILI111�lIII�LR,�,�111�111i�11!1II111�1�1��lltlllLll�l-I11� INtIi11iI111iI1ffIIIIII�fYU�IIILIIIIIIIIilIli11�11 �` JUN 1 1990 �.l�u�l� U�Il1�Iu11W,l�1111 r-ry 1 T ADDITIONS AND ALTERATIONS TO: w< Mj I TIGARD R TAIL STOR1 w J Z w O Z V 1565 S.W. PACIFIC HIGHWAY TIGARD OREGON � w R D MEYER a Z� C'i � .N < a J r� V r)j- JENSEN KRAUSE SCHOENLEBER9 PC AIA ASSOCIATED ARCHITECTS 503-227-5616 KRAMER GEHLEN ASSOCIATES INC. STRUCTURAL ENGINEERS 503-289-2661 INTERFACE ENGINEERS INC. MECHANICAL ENGINEERS 503-65 9-6394 JAMES GRAHAM &, ASSOC. , ELECTRICAL ENGINEERS 503iiiiiiiiii241iiiiiiiiiilll!993 TORN DOCUMENT co cry DRAWING INDEX 04 ARCHITECTURAL i STRUCTURAL MECHANICAL ELECTRICAL I SIVE PLAN/DETAILS S1 FOUNDATION PLAN i DETAILSo M1 FLOOR PLAN, AREA 'A", PLUMBING (NOT IN SHELL 1551IEi El SITF. PIAN ELECT7ICAL on 2 ROOF PLAN/DETAILS 52 ROOF FRAMING PLAN L DETAILScr•- 3 DEMOLITION PLAM2 FLOOR PLAN, AREA 'B', PLUMBING (NOT IN •F.C,. E2 SHELL ELEr'1'RICAL, AREA 'C' 1 MASTER 'LOOP PLAN/ABRREV IAT IONS S3 STRUCTURAL.. NOTES L MISC. DETAILS M3 FLOOR F!,AN, AREA 'C", PLUMBING E3 SHELL ELECTRICAL, AREA 'D" w S FLOOP PLAN AREA A SA MISC. DETAILS MI FLOOR PLAN, AREA "D', PLUMBING 6 FLOOR PLAN ARCA S 7 FLOOR PLAN AREA C M5 PLUMBING DETAILS AND SCHEDULES (NOT IN SHELL ISSUE) P FLOOR PLAN AREA D M6 FLOOR PLAN, AREA 'A', HVAC (NOT IN ,HELL ISSUE) 9 DOOR SCHEDULE/DETAILS M7 FLOOR PLAN, AREA "B', HVAC (NOT IN SHELL ISSUE) u 6 10 NORTH ENTRY MS FLOOR PLAN, AREA "C", HVAC -- FLOGp PLAN -- REFLECTED CEILING PLAN M9 FLOOR PLAN, AREA 'D', HVAC -• SECTIONS/DETAILS / 11 EAST ENT P'+ -'- FLOOR PLAN -- REFLECTED CEILING PLANcn l� - SECTIONS/DETAILS 12 SOUTH ENTRY ---- -- FLOOR PLAN ) C , -- REFI ECTED CEILING PLAN I APPROVED FOR CONSTRUC i ION � � � )7 -- SECTIONS/DETAILS CITY OF TIGARD 13 EXTERIOR ELEVATIONS/STOP.EPPONT ELEVATIONS I'_1�11'II I N(1. 11 EXTERIOR ELEVATIONS/STOREFRONT ELEVATIONS I _ SITE ADDRESS Sr_r G b i,io, Mull I I I' _ . 4 �, 15 EXTERIOR WALL SECTIONS/DETAILS TITLE_ - - uj ----,--,DATE__ M. A. ANDERSEN CO. " 1, IrIrl►Irlr N Irlrlrlrl,lrii�Ilrlrlllllllllllllllrlllllrlllllllllllllrlll111IIIr�IIIIIIIItIIIIIIIIIIIIIrIIIrIIIIIIJil11rIrIrl'III'IIIrIrIrlrlrlrlrlrlrlrlrlrlrlr)IIIrIrIrlrlllrlrlltllllrlrllllll , . . :., rrr .. _ I , I NOTE: IF THIS MICROFILMED 2 4 -s I 3 5 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAr, THAN - - -'---------- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAI DRAWING, OE 62 9C L2 92 SZ 02 EZ 22 12 OF' 61 91 LI 91 SI t'1 til 21 II 01 6 I9 1' L I9 5 b E t I�•r"" tnllnnlnulnnlnulnnlnlrinuhnllHIIIIIIlI111111111III11IIIIlIINI�I) ,IIII�IIIIIIIIIIIIII�fIIIIIIIIIIIIIIIr1IIIIII1111I1111IIIIlIIIIlI11HIIIIIIl111IIIl111tIlIIItIIIIlIII11�IIIIIIIIIIIIIIIIIIIIIIIlIII11IIIIlUW1U111111111lllWllllllllllllllllllllllll111IUIlII111IIIIlIUIIIIWIIIn , MAY 1 .__ 3 , 1990 (4) _. �d S.W. SPRUCE ST. - sl'Ruc.1E 1XIEe�fGcIS>,) - - � ti - Z,'-y--,}►- � � `�`� '�" _. Worm rl~*WW') � FIWrc N11vK►�TCW�f� I ��ll'� r -- —- -- - - 111451 141 1-4 tJl"IE 0 921 fc Cil(o. � 1to. 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I�.M r 1 '40� 1YN V F'n -- - r� I I-•Icy, rrRK I..r�r / �� ; �:t�'.�, � '�`;� ..,;: - Q :, 4 r j . d;, LS ITR I ; 51[,rJ 6Y o�.IIJI� < Q d = b, c Hof UA o / + � ti-�.R �-it-"•E•.. �+'n •m S�, _apt._` � � Q y ' PGS "� tJ�� C' p �•PI LJ' ♦ dow. IissIpdo r , n - I ,3 ,``��1'►',DTII �- !��' �, �,^ �I co+.lt, �I�oL� %i 1 NORTH 41' .110E PORi�IVG, w 7 c, ,F." bS JR I - VICINITY MAP w 1!rrl<IPf_* --TYP - I ' I 1�7rE: IN�!"TaL.L �IC,I.1 ' I �'�'�QI�•ILL 4•JAL,f�, / I.*OL-LTI��ALL be--TTIPS, N �c`I . Lam► I I / I F°'L_ohw OF sto4oA "YOtrr ELF-M TIONJ i GENERAL INFORMATION 7 TYPO m QE 'dolt L 41eE e of rACILI" D L—______.��-- _. coonl fir, 13 __ I IJ,T•��, WILDING COOEISI - - - ---- �- • �-- ZONENO ORbINANCE LAND USE ZONF - / CONSTRUCTION TYPFISIGONG SIOi C1 1s . OCCUPANCY OROUPISI (List Nl rno.,(l%, `, t,,-ft` k1 3/d EXPQN�I \ FIPESPRINKIFn FULLYIf "OHIO PAIITIAII_) _.--% /// - w4c, C..0W,Wo FLo f -afCC�OM F(IJIdbo-4 \ / PARIl1/W / F IINII� , / STANDARIIEOUIRED IJ _ BTANDARDPROVIDFD —` GLJRB- M OOMPAC PGUIRED COMPACT PROVIDED __- III / -- `-'� LANOgLAp ING, f� I NOVO FL.O&T PriW / HANDICAPPED REQUIRED __�(/ _ HANDICAPPEDPROVIOED TOTAI.REGUInEO _".1G_- TOTAL PROVIDED V O� '� �' �'�~ G • PARKI,10 RATIO s•t _SPACE51I000 SO FT OPWFLOORAREA !"J NOT APPLICABLE �- y I, `-JM NR IAB NORTH AREA CO1011WATIONI WILDING �• I..Ii AREA 110 FT 1 %OF 917E fLaD-T`rr 0 _ - — oNOl1NO FLOOn IPn,,,.u.•I � 2, S �°IyoZ® �L i •�/ TENANT(S) TOTAL ORWND FLOOR IFnCIOWI • �9 . ..__•11fl'faisiE T o OTHERFLOORS I „� I I.1L...• I�+1 — BASEMENT - s 0 •, -- MEIZANINEIS, p. /�Q'•� 2nd FLOOR _� - i / ADDITIONAL F LOORISI V ..-.- ROOFARELDINc1EnCIa.,. •G•Q9,Z4�i 1'121142 -+K\ ONAIL'TIL C.OIJGIE�-TE ROOF AREA - U .7 -_---... _. . ..- - _ �M1�. ----- PAS/I N G LANDSCAPING r-vQ , 10PTH P1ft'LKII XA1 ,.pr 9012 Gt,01'imo'W, k•) 1� PLANTINGARFA -- -- ---- - 44 PEDESTRIAN AREA p I rA� t`1.� �� TOTAL I.ANOSCAPF AREA _4+5W PAVING - t4_1* FM PARCEL 1112-4-b-. ACREBIo_+"v 'A,Frr TENANT PARCELISI t UVOEVELOPEDAREA(91 1_ J G,6ST $J PLAC-E. GCOQC LJ9-5 _ z� GOON cl C_UP15 M PL��I"'TE 12 TOT AI SITE 11 Z•_4l2.. ACREBI .,-� ' .-_.�_. -- -- - - - �— - --4-- ,� �ri 1�1-1LFa L.��•P 11-� �s �r1p I,� 1'[+�C arr s>' I I Ih n • I I.p" I I I/i' s I,-O,1 ...�-.- F Its I"-f1 a-f2 r4 -IU I!. PlEell-1I M41! c-F ge¢II. -4"F- at S c... ..........�+IWs..u.'...,-:.»...._................_....._.._ »_.n...�Mtlw._-..w�_.i..-ns-_-.^...... -..aG.-�'•e'..wv.-.w..�...... -.4...-.. ,Y. �•r.. •r.+.Y.wwrrwrr ..rxF-rr-•"_ .. . ' M�, ;` �111,,,111,N,IIIIII,,1I1,lII,III,1111111,1111111,1111111,1111111,,I1,IIIIIIIIIrIIIIIIlIII1I111I1I11111IlIII111I1111111I1I1I1�1I1111111I11111I1I1I1111111I1111i1I11111111i1111I1I11i111tI111I1V1 � ( 2 8 9 - NOTE: IF THIS MICROFILMED -.---�--.,.- -•.� - __.___.__.�_—3 4 5 6 7 10 11- - --- ------_----- . -12- DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6? 8Z 12 92 SZ be co ZC IZ OZ 61 HI LI 91 51 bl EI ZI II 01 _a F Lt 9` S b E 2 I1 � ,HIIunIHulunlnnlunlnnlnnlnuluullHlllHlII111II1111UIlInUIIIIIIIlU11H1IIHIIIIII�IWIIfIIIIIIIIIInIIInIHHI111lIIIIIIIIIIIIItII11IIIllHlnullUlllilllllllllNIIIIIIIIIIII1111I1IIII1111IUlIIlII�111IIII11illIIUIIl1111li111I1WIIIIlI1111IIIIlI1111IlIIlIIIIIIIIIIIIIUIll11 MAY 31J990 - ie� f` I U - ( Id� oc• 1 . �, indicates, in feet-, o[xisting top of roof decking ..� height above' t.nish floor. contracror to verify. '� g 1 o LLO tea' I°��M• � _ ��1: w�v t�.•i- �� _ �!x r�'f W•r'n �, �P . S.M, GOf'INb r1At1 Ex•�sT '!DP+G,h'IA`T`'" �SXIST` 2• indicates in f.et, Jpl� �altiY - , top of new roof. decking height Ei pLITGHMAN h� 'J6iALi�IT 1 � ,�;... TC mMAIy h 21LAIANT-,ToP _ I♦ above finish floor. S' � � t1,G• tP � ��t�� a O.G. � • r. 3. Roofing Contractor to cricket new roofing aL, required for r/2/QA I IJV PLY400 5H6AT1•flhl(N w U4 43TItIPPINC4 " positive drainage: (Rain drains, mechanical units, etc.) N �T c;�L�• •• aT / NIG1N 4. For new curbs and flashingnot locates: b this ryMMETAI- 5TUv WSW. SEAI,AN� -- x 'I �p per detals on this sheet and Sheet 3. see {` N 8 [�tEIP- �T ►-I f' Q Mechanical, install 0 i r�I.-+T I'5d�•. .,/ Ya" * is ryax,TY I317►ar.� t � 5. Maintain minimum of P-6" between roof curbs. 6. Rindicates new roofing. 'r�'t''-Ar`1P c6M*;T N '36Folia� mm vcTff. PLAh-f* o i, r t A LATH �?J 6 7. indicates new roof top units. % See Mechanical. geWF;l.Y� PA F tiNEC1 i C�R�. IV�+SS. IWcii �Au.S 1� 4 a'I Hl& AJC,v0 6. Verify roof mechanical units to be removed with Mechanical and FLAr,I-11N6 ��•alry Fred Meyer p for to removal r ' ' •=+ o' -HIGH -^� 9. Provide 4 '-0" wide roci.f -walkway ound new roof top units. I COf IN rr_ II �� V . 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U I Q � �tl 1��L. 1 W Q c f o a Lut: cc s 1w IL Q P INV 71 4�1-ZvAi cr DEMOLMON PLAN • LEGEND & NOTES I ,� T1 It I - __z --- --- � -_.—_ - -rJ i3 IL - �1 - --- 2 KEY PLAN! 'rte F.SfG ,�`�ID�/ fJ k-ItN.7Fr� I HK ell pr�tA - KT 'SIOI�k,Lp1.K 7 GiJ ..- I wT 'aIMbM�K�L1,1{�'� �r'F61�•1_ _ -� ael m f dot�� - - -- ��I S T��-1 Ca �I DrL1��v�1s l ►, --• -- --- ►+ ., Fy _ r ClraAer� �,P I- camas, GU 05S a, _� -_ - ____---_.. __ — _ ._ r 1 5rr t 1'•`��' I \` � � ` .lad we, ONa \� -- . _— _ __, EI-►(�, -9�Ya_,LTt,l2� / Gl I MnN kte7 FUu- .� 1�Hi INc.. w.��al.. �-rol,lrior�l %Ae, ,egivp 1V E i to M.«me. <3� r�Er��,�►' rtxl 11�.�%I IAF 3Y ZerifIVIA L I'vi,I II rL-, 2, �E�'1 v l�I T I�-I �l�x�' ��--I -- 3 w�L- aN Uern 11 . /rcRIFY - ��'TlC►AJr �I12 L� I" ■ 20 - o 11 — "IV E W•F I � ll��u r'lti-i t 01 I S .. - .._.........,..,. _...... _...�,..� ..._._.-...__..,..W...,..j__...,...r_.._._....-_..:.•.rrr•x-:. .,...,,..�r.....•.,..,r,.�........-:,_..- ..>..,...:.»a_.....r...........r.u.....e.Mrw........n...............__....__..�.,wr.�w,.__. !, . . _ ...T._..... ,. - - .:►...... ` - '1 11 I► I I ( I 1 1 I 1 i I 1 1 I I I I I I 1 I .I ' I L.... ..fir .. . f i I I 11 1 1 I 1 1 1 1 1 ) 1 I I I I I I I I I 1 1.11j'III111I111III11111I111�IIIIIIII1111111I1111111IIIIIIIII111I111III111111111111111111111IIf111IIlIIIIIf1If111111111iIIIlI11111f1I1111111 ~si.. .-_ �-•wn , � .., I r NOTE: IF THIS MICROFILMED ►-___ I 2 3 _ 4 v - S 6 8 9 110 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 67. R2 LZ 92 SZ b2 L2 U IF (.Z 61 IRI L1 91 51 bl EI 21 II 01 6 H L 9 S b E Z I - I .. I f �,•AM NIIUIIINIIIIIIIIDIdiI. nNINIIIINIIIII111111I111111111IIII111111IIN111111IIIIllllllll111111,I�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlII111IIIIlIII11IIIILIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIII1rll1111111111111IWI�11111U11IIW�IIIIIIIIIIIlIII1111ILIIIIIIIIIIIIIIIIUI1111 A MAY° 3111990 8 'o ABBREVIATIONS � - �a'�r�� •�r-�rY ��_�� r Mgle -- - KIT Kitchen At KD Riln Dried + And RUR Ronditorei iI I • -- AB Anchor Bolt A/C Air Conditioning L ACP Acoustic Ceiling Pa; LAb Leburatory ACOUS Acoustical LAM Lamanatr FF AD Area D sin LAV Lavatory 2 i1 ADD Ad du LB Lag Bolt _ ADJ Adjacent L.I. Landscape ]elan° I I Je �P �X•�IfZ� ADJ9' Adjustable LRR Locker _ A.F.F. Above Finish Floor LL Live Load AGG Aggrwgate LS Landscaping •I\fie ` A.G. PAV,rJ6r ALS Area Light Standar: LT light - ALT Alumrnus LVR Louver ANOL) Anodizes APPROX Approx imate - ARCU Architectutal NAT'L Material - AUTO out omaI a MAX Maximum KE Machine Bolt ' '9----- Kc Mineral Core -� q•�a ��H�F�T • !, (J �jlii� BC Bottom of Curb MW Medium tensity Overlay ♦ g BD beard MECN Mechanical iuntcfll ` �� e/) B.F.A. Below Fin.aheo Floor MEG Medium Z, BITUA Bl CUF1nOU5 MEq' Mrmtrane J` 1 BLUE Buillinq KEZZ Mezzanine AS i BLR. Block MFR Mancfacturei Y BLAr, a1ockinq MH r,anhole B.M. Rench Kari KI Kaleablr Iron _ - -- - IIS „ BP Bea¢ MIN Minimum " �+T�'Ip BOT Botta.¢ MIR Mirror } ' .4'•111 ,�Pj''II' II" b'" Aa3_? _ 10 -II -- - ____ .aICW ml-�G• Ila�u� Nrc1rJ 1 lol�t}1 Ekrtic( z S�i'�- ♦--"� t` � , V 1:5TI 15 L L- S s.r'•.. a G MISC Miscellanew: ' - * 1 r BRG Biildin r1v� I CLI I � J B.S. Both Sid. MO Maonry Openin, - -- If , I p 117'D Mounted � Z F�•�'�1 rf k•I/ • 1� �' - � I � � = y as Bw ldinc 'envies an. Maintenance 11\ N Q BSMT Basement MTL Ketal STMN Between M,:,.L Mull ton 4 BUR Built-U Hoof /� I 1 1 -"�� FV,.cl OW �,' 41.4 N North _ �- - - -- "an - ----- NA Not Appl lcrs { - -- --� -- �I I / --- -. - ill �'� rLhl GOL: O y 1 1 Ce_ NAT Natural I BJ �'I �-' -J v I t CAb Catlnr. NCR Nutt) Cents[ \ qt I C hIL"W NTrIE l �I Y CB Catch B'sin NIC Not in Contract •�•� ( Y CZ" Cement No. of 1 Number P•lrar�� G6•J• E �� ►�rrr I - W �Or••I� •� � I�7 e:IA ¢ � _� CI Cost Iro.t NOR Nominal q" �`I� C% V .2 N CLB Campus Ligr.t Base NS Nelson Stud < _- I�1-� _ Iffl •1 Z CLG Ceiling NTS Not to Scale C64 F-JT1eP y l cLos closet CLP Cle^r 1 C4 �OA� � I FO ac CJ Contra tion .In I I IGaMU. r FG. FrCIST _L'^ -_ - Iq C.J' Control Joint d _. _ --- -:-- _ tc,�f _vt_. CMU Concrete masonry to:• UA ---Overall -- - I II CIS =Qc�15T I. ,a. C Y I 1 1 COL composition OAS Open Air Sales h COMA Composition oBS Obscure , I , � < 10 T'(P. i / �? t1 � � i �� 1.1�•kJ '(�L,1�R� \/ CONT Conctwtt OC On Center C.O. concr0tr Opt or ng OD Outside Diamtter IDim.7 I I COMN Connection i,.P.C.1. Ovnet Furnitne6. Cpnt,actui I I 1 jh M I 1� CONST Construction instilled IU' �? ��+�I pp CONT Continuous OFF. Off,ce - � Nr \l 110 I CuRdl 41164-1 Fr 'V CONT'F Contraetot OH Over Herd CORP Corridor :FPNG Opening <..�, r"�►n/'nl6t A- i�K�V TTE+�ILSR� r CS Countersink OPT) Opporite Ir.l� uP It-x+l CS.J Construrtion Joint 05 Outside CS•FI Casement 18 Itit:COL. M CT Ceram>c Tile I l CT. Center - - -- T ( I 1 CtCenter Line 1 4 �• - I - �1 PAR Parallel i PC Precast PEC Photo Electrorics PIP Poured In Place DBL Double- PJ Panel Joint I 'e DEMO Demolish PL or Property Line I` N DEPT Department P. LAM Plastic Laminate c DET Detail PLAS Plaster jn' Dr Drinking Fountain PLYWD Plywood DIA Diameter PR Pair �- DIAG Diagonal PREFIN Prefinished l_ DIM Dimension PRX Pharmacy _ ` Z Z T {I S DI SP Dispenser PT Point •'� t'I� y�/ �,�b�,IT�� OI.IrG �It (�-a�•�{ D.JT Deflection Joint P... Pressure Treated T I DL Dead Load PTD Paper Towel Dispenser DMT Demountable PTDR Combination Paper Towel DN Down Dispenser + Receptacle +`1 DO Door Opening PTN Partition 1 1 I 1 1 DP Dampptoofing PTR Paper Towel Receptacle DR Door PVC Polyvinyl Chloride I -- - as j DS Downspout PVMT Pavement DSP Dry Standpipe PT,.D F"*yL�.t4D I= &VATIOf{ �{� \�! DT Drain Tile rAvl 1 H LING Drawing QT Quarry Tile ,f11JTED 'TOlmi MIOG�,Tii' ►IZF�► /��` N Di meter or Round 1_+ R Risec � IIIIIII ` Radius \ 1 RA Return Air t' i I I GIV��7��_Q 9A�BN I R/•1-J � E East II II' 1f `� '�J1fLiPfy RAT Records end Tapes LA Each RB Robber Base 1 t i I EF Eech Fact RD Roof Drain 2 I r ' E.AGG Exposed Aggregate REF Reference I V�IIIII f I 14e�,1CSD r�XTL J L EJ Expansion, joint REFL Reflected ell', fi I avri�G nA�NINb I _ _ SIJ �.J(. k1MK, I� SL Elevation REPR Refrigerator ELEC Electrical REINY Reinforced SLEV Elevator RESIL Resilient L.O.S. Edye of N1ab RED I, Required ti P. IZ N_C1 Enclosure REV Revise or Revision 1 INGR Engineat RM Room IA Z EP Electrical Panel , I� 0 Bp Dlua] R.0. Rough Opening Abe 1 squiP Equipment IRMvL F."M-pWater.- Leader I� -- In 'I I Lu Ew Each Way 6 South EwC Electric Neter Cooler SBR Snack Bar XIST Existing SC Solid Core soIP Expansion SCD beat Cover Dispenser C-Sy J GS.J. ( ,Q\ VOCJ(, ULE N E 8 +.N BIT Exterior -- --- -- - ` ��JJ - SCHED Schedule SO SoapDispenser pe SHliRT S SIE IE �T4. b 4 I I * • p� C a"' � SGD Soft Goods I� 0 f- rA rice Alarm �^•. " �^ F• SECT Section erl PAST Fm net RGE Semi-Gloss Enamel rB Plat Bar SH Shelf 1� -- _._._. - �i __ too Furnished by Others SHO Shoes L'+1� iQTIO1J I IN�YI f3GYGLE �.aL-G gI-{ •� � ? rD floor Drain c- PS 5Pt'�C.+F1EJ-1,7 Si�fs) I J d FDN Foundation SHNR ho or � .�•�• O I rE rite mean Extinguisher FEC Fire Extinguisher Cab. SIM Similar �� a rr rinimh Ploor SL Slidtn rHC rice :SH at Cabinet S W SND Sa.1taMetNapkin Dispenser RAM ~ sem'' FIN riniah y �_ J FL floor , SN N Sanitary Napkin Receptacle I �- �► Q W U FLASH Flashin Specification I l rF• �' FLUOR Flourescent SQorSquare —J 1 W Q LL I •FM iced Meyer f Lim SS Stainless Steel V to Pace of S.SK Service Sink = Q • OL food of Concrete STA Station H I 4 S a V 6tain + Varnish I\ a For Face of finish STD Standard _ �, �j I FOR Face of Masonry STK Stock - {� { - = 3 roe race of Studs sTl steel POTS Pace of Tube Section STOR Storage Fltr fit• Retardant Treated W1 O 0 in rT foot or root STRUCT Structural I 0 in FTG rootined to g BrMM3SP symmmetSuspenrical aa aR�A � ►USIA razzing '+ STiT fs!or G 4 'taA' F ur ..e1JMi, y - fti STrT ff�'arlaf'IW) T-------- - r �'�EE SHrcET 1 I T. Tread -.ale SHrFT �C GA Gauge TB Towel Bar ` 1` � GALV Galvanised T + B Top and Bottom � GB Grab Bar TC Top of Curb ELV I`3�l IE I ILI LA1 OC General f:fllLiata TEL TelephoneGI • GL Gla,niud Iron TEMP Tampered ong red - - —_ T + G Tongue and Groove GL Glu Lam THR Thick CMD General Merchandise TJ Tool Joint GND Ground TP Top of Pavement GP Galvanlr.ed Pipe TPD Toilet Plfper Dispenser 9R Grade TS Tube Section GVP Gypsum Veneer Plaster TV Television Grp Gypsum TN Top of wall To 7Typical -- _ BABA Ne•ltn and a#aut'y Aida NN Nome blbb I ' BC Hollow Core NC Handicapped Parking Stall UNFIN Unfinished NDWD Hardwood UP Urinal NOWR Hardware U/CUT Under Cut NORIS Noritontalalment Center VS Vapor Barrier --- - - - - - -- - - . _---- - - --- ��-_- -I- l 4 yR Hour VERT Vertical HT Height VEST' Vestibule HVAC Nesting/Ventilating/ vf�r Verify Air Conditioning VG Vertical Grain ,MASTER FLOOR PLAN � ID Inmide Doam•tet IDim.) w West LEGEND & NOTES � INSUL Inmuletion W/ with � � I INT Interior WC water Closet INV Invert W.D. Window Dimen¢ion IFS Iron Pipe Size / WD Wood I I I lr.�e wF Nide Flange i NG Mireylaas -o ,-,� uEW 2 KEY PLANT wH Water Heater - - - - 1• _ _. _- - - -..._ • W/o Window N E kl l�I,dUl� S Dram by okeeked of fri JAN Janitor W/o Without (IrV_Pa 1-4 r F5L.P G - � C�-IG. 19 NP Waterproofing Jlr Jewelry p g - -- - hJIF,y�,l /lJL 1(, SI AE wI�`LiG �Iv WORK '1N K f►Rly� ' - — - _— - —_ - - --- --T rat - WS Wate[etop ^ -�DL�- - i✓ f':o F1 ii� JT Joint PSR.G�I, O � JOT Jotmt wSCT wainscot -. _ - � �♦ - .. T -® i NT Weight �1 q1 ( O ► Jeb IIB. OMB \ \` 4 C L �. WWF welded Mice Fabric "OP(� I o.tQ r�1dGM4 4 y•I 11Bwt TNM �� f .q, Af INFIU.• I`%T �PACNILIIsI �vuL I..�+fr�l: / r I`'I d S }C Fl.ay� ^TUvt'111 P-lam 1..1 vU1N til? Y c'l�l�a ��i�l!<N I'%, I�r - I�FckJI�j�EI?S rE 4r(5. '1 �� ofi►kj ��To��r-leo►-+T I�.� 'SHE ET M _ _ /r'`1%T ;cls- �/�o r b ,G 7 u s-� �- - NORTH Te F-i Lllc2e�7 P_ i� Ills Zo - ,oil �. G 1 �...._i__.1_.___. F-1��1�: •�'�'� FI��R r�.dl.-►s- ��HIEE15 S,�•1�18 �R ovDrtly► Vu. (I 1I�c+. Of 1C, 9- 1'7•�� -- -- fl «a.. 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F '� 'v ♦ Ql 10 , ' SUt►.bIN� �AG� IyET' / l I ��1�e:k.Iri.K- � 1A I� Nlew PI.�IuT" IF /^ �R PR�ucE f.vvTlvF.l IQ --- GANG, vVllii[- _�_ _. f — !.b'-FI v�ic,►-r 1` 'v 1I D1MSriS+ONS c AN6r�. j1 - Fp.aK 1$T, —_- - -_ - 1`� - - - - - - -- ---- - rCoWWOMW ,. - _ e� cot-. _____ - ---- ___ - -- - — __ —__ -_. � i _ u �c GXrA46100 Jtb (b.J.) 10 �pitWWALX TO L/IdT• 1`o zEr'I�-i I.J TM It L1 1:1)111:1007- Z :lJR007. GIG pl?J rJ� . ��►Li1l _ wvrcG -1+i�� —i- u I M - � i 4 it II RI 5 I � • 11 II I t C Rea. AiLT.COL• _ 1+ GpL.i RILL - _ -- —--- N p 4 • F��112 eeliI- Cl ` � II II \I �-'�GI'C. �'T�L1C�T✓RI�V I r jl a -7a►a 1`oFc.-�Ilot Il deed: it ,• • -T Ge"L-ur-1 1..1 Fvor 0V. 1 SIZZ � I Coi,a rl F3t0rsP- c 2'-1`a" CLP�v I►.-i lam+ `�� Z�-O I► �oN Till C�4uh'1►J Ctr►DDI►.►GI �' I �fT1.P-L. Ce-LA4r1Il`-i cif=(Ohl D �:\v 1 6•r- SII 14•104" 1�4 fth("r sr•:, o r F R�IH FOME STRtx,T, L � 11 •Il '.>�� •� I�iul�tiE�5 J II II 2 I II W o ser_ asjjeLAe-TLj12A-L. o a I I !.'e-50 L,LA 1 t-4 f5a�F- IV Z'-o" C L,IaDD I Iij4A cc �-j LLJ } Z U W a a � Z � N CoQ C9 2 -- o o Ula+rleleie MOOR ma K LIZ I r-ov "fir 01.1 "FOOT. 1 ATML POV, 4'-0' ASOVE Atr<11�M 91�/IQ11E1Nf1 OTED I �"W 011ADE, PILL W/ COW A ROUND AIIII • 1!/1/IL O10 TO>r� AOE IIdrii TOP, PAWT w/ (� •IIP NAL~TO I'fawn OLO O1AMPEII POOT OTEfRI PIPE, ''-o" ASO" A I` 0 ;Arkft0ItA ►OTIEATIIIIL 1!'-0• •FLOW /LOOP. MELD 1/I' _- O Ilr/IR.OWN NI go"To 111010 OTEIL OAP A 61111111111110 SMOOTH, PAINT, I I - ` ..........1111P.............''111 qr ML OMm TO 01 11111111110 NNOtALL APTRN ►IXTll11E! ANE IN O'11HL OTUDO W/NSA T0O fto PLACE, VI*VV LOCATION M/ OWNEh. -� Q O Wr Will.6111111101111M.M MOM CO FARM INlICATSO PAP"ID OtORS.PAINT FACIE � � 9) mgMzII WTL STM WALL(NT. O SM AS 007E9) A 0' WOO OTVAr1E ON CUM TOP C. Ex10111N TO OE IMNIOVea M VMMATEO POIIMI OIIAII NN2Nff:=CW WALLO 011.14. x S111111! ALUO SIM PLAN III emuIMfA 1Ak1Tf1 LINK + •.� �-. T-'�------`� exist NN r MOM KEY PLAN 00M91111IIIIf111 P10011/OMwA1N /. Will 9111 PLAN POII ASPHALTIC PAVING A PAINT OTNI►Ma �\ I� - � ------- - I � � r�' 01 hr Cheated OT EItN)TIM I.UNLRM Nam OTNORMIOR,O1K96610NI ANE TO •5H g RT eO MIEZtAN NE A•ONR WO 101111111.11111111 A OF Of OTUD MALI O A TO OtITSM.. Jeb me Do" lE1IlOTWO� PACE OP."R,y_u" AT 111111!mm011 WALLS. x No work this are* Pj� I g Lit E. a1sEwAI.Rr osrc • Er• WINao1E 011aWN, ALL [II 11ogmw location OItM1 TIhM V E6N111►A dew and hare. No work OTNM mme f0 N tI'O© Neewve exMIM►0 doe and Fame•/`9100614 door, d• QONTIIAOTONO OPTION TO UTILIZE WOOS ITU00 IN F L�� t fin..► 1 N *I Fame and hw4hva•e Ic new W44111•n - LNIU OF WTAL OT1100/ PAOMULANLr AT NNtKI/MAfQttMNO QONOITIaNE �� A Lf M Pew dawn"mov Mea1MA MA Olen No i0► r� W !E 2 3 F= I � I'-eV R-i'l u7 of 1 ,w•M1.wr,--.»w+e. .....+n...... ,..... deed- _...._.,�.,,,--+.la:,. ._,.......�_�-•'�---r>�sr. ,... _._._deed. .._.......,..,...,•.....►r..., ......,,_,..,,.f ..... .air► -qw... ��. I - +- . .c. .._ ,1`c- ..�� I---•-•. .".dll�•�I+" I _deed ,. ,. - ,,,'. ,,.�,�„�,.,.. ."'!11�j1� ld.�.�'�'M r. - '1111 1► 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1,11111 Ilip ll 1111111 11111,1 1111111 111111111111111 n* I I 1 1 1 1 1 1 1 NOTE: IF Tl M ICROF I LMED — - -- 2 3 4 _ 5 _ 6 7 19 ,—_ 9 10 —�_ I I _ 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO ME QUALITY OF TFE ORIGINAL DRAWING. mu•- OE 62 92 12 92 SZ 02 EZ 22 IZ 02 61 91 LI 91 SI bl EI ZI II 01 6 I9. L 9 Sf b E Z 1 ►nlnnlNulunlnnlnuhullunlnnlunlnnlnnlNUl!t;1iNUI1uIl1u11nU11lUlnullln�Jllllllllllln!IIIg11uuIUIIIIIIIIIII1111IlIUlI)1IIIIuullnlluulllUlullluulnlllnnlUl�WIl0UI11i1111WIIIII!.Il1�WII1111�I111uU1)11;IIIIIIIUIII1111111IIIUIIIIUIIlIU11u1 �. MAY 31 ..• �Si • 4b _ .� 'S� � IoWMT� G4�►Vt71UL4 W ^ ' T O 21 `„'� - -- -- — — ��.►GVI�l,1 1 MTI, FR�r�t�..1c„ - — I � ' I �E kl I�Xi � Fi:e.rl - Z �TIo� T. ,lic AI.W- Z di W 30 �' c' I, t-1►-•I c 1�►�yl la csr �I�o•rl I I-a a �s I r+ � ?�I c� a� 00 �I.-Qit Z o -t w VI N c�F NtEl..l e,, t�FG H r lull O I �t�eGIG s'F IWAOLC A- AP.>C0IE 7 8 Cl � I c ta. ert.. I- -. Fa sa+l.• ' . I I�1 t r w.•la I t..ILrI G1v�G 1G�, 1„to ewTIE le Ia 9 ieatefN I kda+IC119 THIS AbFE.+ X • I � L—_P�•_alt--g��1�1}i�P� ccr�l.r__�. .. � CduG. �� t''iW. (d�� i�1<��- k.�_F__10� �, Z s•c.�._ _ I I �I Nr�TH 1 . I % 2 4Fto O /A W W O Fi c K '-F I r,HCl eT• F,4SG 1.o L+P.r�vIE _t oC 0 4 I O J a � — 3 LLJ pctPc ni �IZT._ W D V f A- W Q IL LLJ urlcn+ • —� 0 p Q N `�e•a a►1 LL 4 ❑ ❑ rJ a to U. tp IZA t, L CL11'T1..� Cl/�bDIaJ(�I �', �C�I..iL• ry+�� , FL( . FLAN LEGER0 ----J w*b°0 SUMER POINT. STEEL PIPE. 4'-0' ASOYE ALiBOOP JMSYCPE14 P4AS NOTED S SELOW ORADE, FILL W/ CONC A tbt.� wmm==3mm > E ur Mil STUDS TO I'-ir ABOVE CLO ON PLANS)1 TOP, PAINT 9 mr MWTUDS TO r AMOK CLO 'ns'k'1 BUMPER POST STEEL PIPE. A'-O" AMC"R Il ' SR]® 9 1/rUTL filiDe TO Rf1RJCT1lt !'-0' SELOW FLOOR. WELD 114' 9 I/Ir WTI. fTIJD19 W/MOA TO T100P STEEL C,110 A GRIND SMOOTH. PAINT. — ---- - �Si . or Mn•11nm TO UNaff"m Or new • INSTALL AFTER FIXTURES ARE IN rMTI OTUD/W/MNL TOUCIYN E or 110111101110111I I PLACE, VERIFY LOCATION W/ OWNER, 9 IMP MT.STUM W.AS N)TW ON PLM INDICATES PAPITEO CURBS. PAP11 FACE l MTL STUD WALL{MT. A 912E A• NOTltll' A r WM STN1P! ON CURS TOP EXISTING TO BE REMOV!O AiES FPROM GRADES. ij fit-• — -- - - - - 1 WALL• N.I.C.. Will ALW 9fTE PLAN P.l NEW CMUGOL .... AIIA MMTCM LINE I © EXISTING 9jdt T '41011046,64 GUK4% ib mW"AlNJ �I�c 91t WP�.1� e; cuttss �" F"G,tCI��T11�-1 'T�IJ/''h-•Ir ('�I.��i51 • -. 'T`fF• l — — _..— NOF lo 9 I ; _ �" CONCR7TE FLOOR/910EWAlP 1. OFF 91T! RAN FOR ANMALTIC PA/IO • PAP7 STRP/N0 T - 2A KEY PLAN NEW lXISTINB !.UNLEN NOTiO OTFNRWTSl. DIMEIIIIIONS ARF TO ��[Id �AC7N� -- - — -- -- fi �� ._- - ore"By Clbokor w CENTlRLM OF WMPIOP 4TU6 WALLS A TO OUTS"-, - 11100721iNNNT ASOVa (EYNTI4G) FAC! OF CONCRlT! AT EXTERIOR WAlls. u J I Job No. Deft No wort 111N am _ I - �Rj �A1M NottI1NII 9. STDEWALNS- CSJ'S 91114'9 WHERE •MOWN, ALL �l. NTIGK - �° �� I$ f- LI 91 fJX Sawbis ftw Mitt btwllw No WMA OT"20 J0111TS TO B! TJ'S(� '}- — ----- - -- QY� — - �' II ' I r \ 4b'-III' MNt TNN �TTIluwotltl NM M• CONTRACTOR9 OPTION TO UTILIZE WOC') STt"+% �N may. --- — -- \J- )MIS Nw• wM 1►SIw�,aNsNYo Mw►, Orem* 6"hog dome to now Ne"INn LIEU OF METAL STUDS, PARTICULARt v AT 294 I-Z° F�.+c,STI1Jq l9UlLlal --�/GRIPY - I F� �olrL Pl,ol.l II Lbw *ow »MA1E Ntt11M� INFILL/NATCHI IG CONDITIONS -• IN I I L _ \ k / �l i ohm Nu_ ----- ICI (II'•pclHeT *fM4p a NORTH ld1.D vltRll'Y 1°l"�RI -rH 19 Poi Nr I re r, srA I.L. w E __- - 23 ��©o�R: (fir•-� .aRw bl of 115 t I ItItIiIIIIIIIIIIIIItItIII�IIIII'11IIII;IIIIIIIItIIII11I1111111I11till III II)IIItill I11111111111IIIlIIIIIIIIIIiIIIIlI11111111111)IIIIIIIIIIi(IIIIIItItIIIIIIIIIII�ItIIIlItI111lIIIItIIIIIIIiIItI ...:+x..,.. w NOTE: IF THIS MICROFILMED w ( 2 3-- 4 5 8 7 8 9 III) II 12 DRAWING IS LESS CLE'R THAN v - --- ----� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL. DRAWING. OE 62 92 LZ 92 52 b2 E2 22 12 02 61 91 it 91 51 b l E I 21 11 01 6 9 L 9 S ,nllnnl"nIn"Innlunl"ItlnttltntluNllllll1111I1111II111I1111I1U1�lUlIUIIIIIII IIIIIIIIII�IIIIIIIIIIIIIII!IIIIUIIIIIIIIIIIIIIII IIII)IIIIIIIIIIIIIII IIIII►IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIWIIwd1111ll111IW1ll11L�I111I1WiIIIIIIIII�I111Ill11I1111IIIIlIIIIIIIIUIll11 MAY31 , 1c194 j , _-..sem--.__-•�.�--•--___----___----__ _ _..� _ _ . 4 w I� �1 � O I I ' II I 77 X, Sol w II I 11 { ry T'. It _ - - I I ,� J, �G+C Y R f- T.�►I TJ >- �� r I I I I I rw: II ��_J csA •' '�'i - - - -• II II HOW ft4oft4lits V-:I5W' IFXI•� �xR+Iafs�iVT.IT, , I 'I► � 4 ' G+-xfK T; •^�Ir�.J i.B �r�. ��+►�R.IS `'_i`� r J .- � .I;;�y►►T><e� � N � in r. a R � I I, /ct9f YjAMINcv TJ Tj s i tI ,I T.I I I •' ` / IU � 7 _J F�re.l iil'x�� i I � o � g � � o / h W LLI d ri FLOOR PLAN LE D_ __ _ / + tUMPER POST, !TEFL PIPE.4' v' ASOV[ M 0 H � AUA194JM Std A! NOTED ! tElOw GRADE, FILL w/ CORP: A ROUND ! I'J•IRR STUDO TO !'-O• ASOVE CLO ON PLAN!)'% TOP. PAINT AlN p J !Trr MR SRMS TO r AtAOVE CLO •�='k+� SUMPER POST RTEFL PIPIE. A'-101" AIOV! AIn a 1W MR.S1UDS TO STTRXMM R'-D' NFLOW FLOOR, WELD //S' cc ® ! Ior MR wnm WI Ram yo New STEEL CAP A GRIND SMOOTH, PAINT, r Mt✓ti @"JM Ut>eNtS>F OF RSIuj INSTALL AFTER FIXTURES ARE IN 4r"norz w Q cc u\ /TYr) V >_ Z OF MTL ft+lro4 Ml/RSl1� bQ TO 1A0e1SEE OF I ' PLACE, VERNr LOCATION w/ OWNER. W � d ! 1/t"MR 11lJAS OPT.A•mom ON FIN INDICATES PAM we CURS&PAINT FACE W I i MTTL STUD WALL(NT, A SIZE AS NOTED)- A !• Wb! S11NPE ON CVRD TOP cn Z EXISTING TO SE REMOVED 0 vRIOf:ATES FSRSIP ORAOES. , L I H t;>:,SO WALLS N.I.C. !E X E ALSO SITE PLAN I Ql-T� pot w C MU ATEA WATCH LRE - --- y -- - - �� - - L'1 I _ / - � I x C — IA I �— 1 ! J tom'—'-"� Ex1etlNo r I� , NOTE! CINMCt+1ET[ FLO0008IDtWAL1I I. WE SITE PIAN FO11 ASPHALTIC PAVING A PANT 6TR1►1N0 I. NLNOTED 'F. MENSIONS AAE ?O /• me low tIMW txItTI1M ! UNLESS OTNERWISDI ---- - I /, WRIZANINE ASOVIR CENTERLINE OF INTERIOR STUD WALLS A TO CMJTSNW- (EXISVING) FAGS OF CONCRETE AT EXTERIOR WALLS. 111-411 IN MIM tM rN S. StOtWALRS- C0J'! A RJ'S WHERE lMowN, All i � 1Iw ft"m golm !Mw ow dewle.of wwM i OTNtR JOINTS TO SE TJ't �J Sew. A. CONTRACTOR! OPTION TO UTILIZE W003 RTUo1 oN T T AeAeei MMEIS Men ellr Hwa.IeleO�M ! kMM eId Me•�w�re N Meer MeeMaw LIEU OF t1141TAI STUDS, PARTICULARLY AT l l_ INFILLIMATCMINO CONDITION! •oI IISw ISM MSIIM N besok T - -T I r j\\7�J ' ? T T \ I ��vur r�xl5 �1 a I...� _ v � L. rir IS I �\ ° 41 I►Jmlel&I Ex NOR FI I.11'SH�S vIc 11-4VI LL 15 TP M,oT&H eoelgf LAO 'rl I k�, I C7 �tix(f�'; rl r u I I I C4.J. i .J SIEE gHlEl�t 4 FoR110h.1 sF II�FIt�4 FlRir'fl►ICst Iry L I Ili L� II + cs� _ /I I _ -�- - G E U II \`Its �-t'AL ��P aI�+�MII�c' II v i I WJ"iNl�i1 L F�•to rip rlArn N -- --- --• -• •, � —. 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SECTION SECTION 51� '� M d � o- ,� I / � x 7 3 � 4 _- — - — --- ------- - — I I - J __coLJMN -,�' — ---, pa-r- 3 ��vE�rF4 50 P50N 5, �x 13Tcfi, w,F ; z � 1' .. - z 4 SECTION 1 of O 51 o F Ip-Nr K.Y f . r} " 8 "4•8 (ZF�IAIN. 5T1 NG -t C•' GOLN'fes- � W I F EX NaT�: OM ^�.oNG, R10 �i E^. SIDE w� Noi sH �N 1 cLARIn' coLlDl'rIGN 15 rvD? S . _S l7 3 MU� 1�N5 , Q vo ,FY 5rR-uoT. GNG. Falx �j W o .aCpl-rIONAL- rG).11.1. EG�L.II�EMEhi'1'y F - N t<o.So Vc 7 a I 5 K z 4 R��m z IL" Z ,I L4r�4� Exp=4"� I � x15 a.1_ G= 111 010 = > 07mz . SiJD 58x ,8 L Zro•00 Ei \� N 2 .1 4 -- I W1 j 0 x 3 -� 30-7 I - v ; r+•a, I N t"vare �'� ► M.O. IN Doi, of HoLZ. � I � 3'1 \9 � � � � � � �. *r „ K 4.,x O' 7„ �I - U 1- ro dT^1 G S7,jP5 �_; �; k' c Lk I re I W cora z „ FQoM cc e- �. Z4` o c, s 0 U Nm.RS of It AKIN I Io s e 4 " o c. ..� LLI a S�I�i° r'�A, 31 5T w Fr ww / II J-_ ---- --� i ` I 1 1 +r � P�Yw,c, ?'1'R ------- -� O� z � I M 1N, I I ZO C,�A. "t?AGK I Q IV %, JO15'r Q O Q 10 so&. 3 I I t e„x G �,�O.� "Ca 1�3 ► <e 1 ILI - (� � ,5; 9L W/ "� M.C's i� �- Z K(ZOM G;o1ZN�23 3M^30VF- 1 LLL a "� ><p•7 OF t� /)+.Ci,AINSj WF' --- cp`JMN W&3 - I c SECTION �s I4 r�mss I sz - NoL: �xlsTct. aM• ,a.�oNcr � - � •� I _ 11..w.n. � q•LI-87 F h� ,SSUE reg o F No; Sr1c�N,_ - mM•^�N 4s F 9 SECTION �relo>3 0� 18., P�YwooD SZ � r7 SECTION ► Z 10 ti e '4"nc., I T rJI v✓�c3 S;IFF 4- 10 J s 14 7JI/55 �A.<.N SIDS \ 8, lsa40, c, _ I /r I _ � 12��1.2SfrL►p I �I S L11JZ KAIST'! NGf r - \'~• � N 16.75 t5. 9 Z I �1 � I ' �� \ U x^ J0 57T� � _ i 14 rJZ - S�� / — --- _ . YP. c 48 °/4 ed - C� _J TJI waE.3 s1 It=F �._ - s��• � 1 d rbOY - .. — - � FLAN FOR i''�'PC - �, .. � rY�- - r 1 Z►�� o' �" ------- _-. --�- _ - - - � - _ � I -__ - -__ alp � a IA --:-- �. f'Sof: A 35 - w/6- I O c� s H^t° Cg7-re 3)/ SIM � 1 -5: Nro wa3 i.x 15l GI. Z,1 G e 16 o,G. S�JI'PL lag « 15 G _ c:l F o1 r c-I" - ,— 5 xZ4 1_ Ga ��} >< I_, Ohm TNM No c 1 I =_ - _. -_---_ Usie Ate, oFFCsE'? G F R-aoF SHE�•'i 1-4 rJca I�R•aM F f �xISrcT. 3',G .aDGc�2 ' e t cf / 7 _ -- - 51r1P5GtiI i-Iw5,25_ r��_IB 2 r�I S T Gr. r�`6,YVv Q I W�N�•N „� x 7 L.j°�C B - 5 3 YO F-I A N G1 5� x I S GI. L. Z7.Oc7 �ZG.-,t7 2 l 11JDIGA•r•E5 NJP_w rlrr--c - , UNIT' - - _ 5,=:;,L-7:5 ,g t4"o c Js SEN-1'�1L p-^. Slop- of E'vr1�Y 3• SEE 5-fT 53 F� 5'0RLU6?. IJo-r55 s><: Sr K Z.x 13 r � H o La s G a IGs"o c. Nzw 53 cr.L. two r'IULU-IG'r.la I � SECTION Ohm ow �--- �o i`T' 3t-woelKIxG 5z _ I' NORTH '00.7 SHIM A ROOF FRAMING PLAN 1 1 3M 4 0,c.(U$E �• oL�s� SZ 1 ` 20 0 , W >s tfmei 31 err• H J I �._ to SECTION 1 . ..... ,.-. ry _- __. .irw` ... •._ ...-..--. - ,-, -._,—......- i rrYdti.T. s�t�.�•••...r ..r..r..w•.wi �ya•rMMIMYI� .., -«... w •V. - '. .�# _, ....._.-.-.._-... .. ,-..r...- -- ..- . '- I 1 11111► 111 N 11 1111111 1111111 1111111 1111111 1111111 111'1)1 1)111)1 1111111►1111111 1111111 1111111 111111111111111 1111111 1111111 1111111 1111111 1111111 TIIIIII 1111111 111111111111111 " - ..,... , ) � NOTE: IF THIS MICROFILMED ►--_- 1 2 3 4 5 6 , 8 — 9 I� _ 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - - - ---- --- OF 62 92 [2 92 G? 02 E2 22 12 02 61 BI LI 91 SI bl EI 21 II 01 6 9 l 9 9 b E 2 1"•&'" ,Niunlnnl1;n111nL1,111NIh1111NnhmlunlunhullNnhnllnnlnulNNlnulnulnn�)111uulunlu111unl,ullnnlnnluulllllllllllllllllllllt111IIIIlIIIUIIIIIIIIIIIIIIIIIIIIIIIII�1111IIIIII1111Alallllll(1�11W,L_iIIUIIIIWIIIIlI111111111II1!f11111IIIIlIIIIlI1WIlll1 1 MAY 31 � . ` , 1990 • ....,.r- Y' _ .. .. r - _..:°6 •' -'wr. —.-.r.-. .Ir.i:-. - _....__a.+,zoo . 16 " %) 48"o.�, "' ' ¢w` a Lr� �. vv/is I M fm P s M• To 1 q/s 1��0 PRr7�\ r STRUCTURAL NOTES ri c.S+(0 o A`D s► ° J —I 48"o.c. e o LIVE LOADS GLUE LAMIi.ATED MEMBERS �Q s O'C' DSSR~C. - — ' --��---..---------•• ------------------- --__25 LBS, PER SQ. FT. r G!jt'. L)4h�WfiU 1iFMBEkS SFIAII BE DOUGLAS FiR, CONFOF:MING 'i I1.S. STANDARD PS Sb-T3. (SNOW BUiLD UP LOADING AS PER SEAO . MEMBERS LESS 1 AN tP, INCHES 1N DEPTH SHALL BE 2000 PSI YJ I •.i�C� $?'i FF=h�sE2 SNOW LOAD ANALYSIS) RENDING STRESS GRADE (Fbl ANC, 1600 KSI '<<S� C•G� MECH NEZIANINF FLOOR-----••--• ______________15 LBS. PER SQ. FT. MODULUS OF ELASTICITY (E) r OO p co aKISt , "-(v 19 WIND--------------.---------------.,------------U.B.C. 80 MPH EXPOSURE 8 MEMBERS lb INCHES OR GREATER IN DEPTH SHALL BE 2400 PSI NGEW -e x 5-, ,)D5 Q `� �, �, _— SEISMIC----------------------------------------U.B.C. IONS 11 1965 EDITION !i'IiMOVfE rr0, S 5, -- BENDING STRESS GRADE (FbI AND 1800 KSI IG ' O.C. WEA- 70 F_*157.4 ;. N� • -Jf srUD W% e,� _L.►06W ROoP MODULUS CH E1,al SHAPED (E) ,TADS, (2vN 00wW TO _ _ —•*- ��GH Jo 1 57 �s $ITE P ALL THE 2. ALE. GLUE TION LAMINATED MEMBERS SHALL BE NOTCHED, SHAPED ANU FINISHED AS PER PLANS AND ax13r DNI, AiTi°�GN `N/ `, --_ I p = T 1� AREA WITHIN THE NEW CONSTRUCTION A3 P AND 5'-0" THE ENT AROUND SPECIFICATION AND SHAL_ BE FABRICATED WITH•WATERPROOF GLUES. � r 2xGo STUDS C 2.4 /G. � — WITH AHEAVY V16RATQRY ROLLER MAKING AT LEAST 3 PASSES OVER THE ENTIRE AREA. 3. ERECTION OF MEMBERS SHALL CONFORM TO AITC SPECIFICATIONS NO. 10!1-65. SIMf? A34'. NA'I L. TO AI--IQghJ S"ri.ID,�j W/ -1 I W ANY AREAS WHICH EXHIBIT EXLESS1VE WEARING OR DEFLECTION UNDEk THE WEIGHT 01' 4, CAMBER BEAMS TO TRUE LINES UNDER 1.50 TIMES DEAD LOAD DEFT FCTION EXCEPT AS &>+•i S S U D5 W IDC) Tits t Srl N ZX� a. NECESSARY r�' r 1 - � T1FE ROLLER SHAH BE OVER FXt,AYATEO FOR A DEPTH OF TWO 'FO THREE FEET AS OTHERWISE Shuw�; D"d G \ HAW a[t DY `JO1SI W NECESSARY TO REMOVE ANY UNGESIREABLE SOILS IN THE AREA AND BACKFILLED WITH 5, CERTIFICATES OF IVSPECTION tl AMD 112 FkOM RITC OR AN INDEPf.NDENT TESTING LABORATORY l_ ' MANU1�cruL��re sTu�s s IG o.c. �° P�Yw'r- - J CLEAN. WELL GRADED SANT) OR SAND AND GRAVEL MATERIAL. WILL BE REQUIRED." - Lod s e 4 o,c NzW zXG W/ LLQ AT10NS PLYWOOD SHEATHING �� Z A G aLK�i' ��Is T� PL•Y`NDr- Sri i h1 ;O M^rG1 TION SiZES ARE BASED Od A TOTAL LOAD BEARING SOIL PRESSURE Of 2000 LBS. 1.-��TPG�66._'SHEATHING SHALL BE CO GRADE, UNLLSS OIHERWISE SHOWN. WITH EXTERIOR col g d 4 CG,G. B d S C "O.C. i PER SQ. FT. !HED FRO114 9RIGiNA, DRAWINGS. GLUE MANUFAC15RED IN AC„ORDANCE WITH PRODUCT STAND'1RO PS1-74. r 4 ' IG� s r�Tp 4 I�XIS D�r�rr•( O IR, ALL lkikfiSERL Bf FOUNDED QN F1AM UNDISTURBED ORIGINAL SOIL OR SHALL BE A. ROOF SHEATHING W/ JOIST @ 16" O.C. � 4" 10 d 3 FSI'') mix! 6 2x �i C `- r� x UNORT. 180tix sTdl g" Pr`i'WD aISr ' g �lD EXISjCJ(. i�i.'��1/Q R IOC 3 6 4 OC. FC1 ON EKED FILL CON/iACTED TO MINIMUM OF 95X .AASH FO DENSITY. 5/A" INDEX 32/16 y�vV Sj'UDS INrO I c'i"p, r / �. ALL FOOTINGS SHALL BE A MINIFNIM Of 1'-6" BELOW FINAL GRADES OR I'-0" BELCW B. ROOF SHEATHING W/ JOIST A48" D.C. ,Sx l SrC�. 3rUD EXISTING GRAMWHICHEVER 1S LOWER. 1 1/8" T 6 G. �' . gxlS� QL � �G DLOcKINg 1_ / for ► 0 exlsr 3 W 4. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATION C. WALLS 1/2" INDEX 24/0 S TO NEAT LINES. 2. PLYWOOD SHEATHING SHALL BE LAID WITH END JOINiS SI'AGG�RED. - W aOLT• Q ._ ._.__.. i, HOTTQM OF FEA�INGS SHALL BE STEPPED fRUii ELEVATION 10 ELEVATION AT 2'-0" 3. BLOCK ALL WALL SHEATHING WITH 2 x 4 FLAT BLOCKING Al F'_L EDGES, i _�� G 4 0•G, y� - _ -- i�OR4 NGk41 16AL WHEN VERTICAL STEPS OR SHALL BE SLOPED NOT TO f.XCEED 1 VERTICAL 4. NAIL AS PER SCHEDULE AND DRAWINGS. L n aft w/ Rxlsr TO 4 NDki. : KEAL WHEN APPROVED BY THE ENGIliEFR• 5. LAY OUT PLWVOOD TO ELIMINATE ANY WiDTH LESS THAN 1'-0". T. i Q� Z- IIr rd .'s �G� IVvs 4WVTE - CAST t!1 PLACE, GENERAL � —1. �, I N • ��1TACT-DEVF.LOP A MINIMUM 28 DAY t ACORATORY CURED COlWRESSIYf.-CYLINDER T. - f�i NEI'tAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. -U t h✓,�`N zr`G` C I G "rJ C, � � �i � 'oR Q TEEL. METAL JCS -� r �, STRiONiwl Of 2600 P.S.I. FOR FOUNDATIONS: 3000 P.S.,. VOR OTHER :ONCRF'fE "POSED 2. SHOP AWINGS SHALL BL REQUIRED ON REINFORCING STEEL STRUCTURAL. S ?0 E! fT6 AND INTERIOR SLABS ON GRADE. DECK •!'GLUE LAMINATED MEMBERS FABRICATED JOISTS, AND SHALL B: REVIEWED PRIOR TO t v Mkl OF COMICRIEIE TEST CYLINDERS SHALT. BE r:ROVIUEL FOR EACH 100 ,'11. YARDS FABRICATION. SUBMIT l PRINT AND 1 OZLID REPRODUCIBLE FOR APFzOVAL OR CORRECTIONS. \ z t x 4 L.,a 0er afre W/ Of EACH COW' ETC S7RENGTN. CYLINDER SHAH BE TESTED AS F01_L(YdS: 1 c' ' DAYS; 3, FIRST F100R SHALL BE PERMANENTLY ATTACHED TO WAILS PRIOR TO BA;KFILLING AGAINST L ' IG CI 6i UD Y Z S ?11 1�1YS• STRUCTURE. i'e-t�l 5r l ISI Ci _� . 3. CONCItETr_ GVLlilikR AND TESTING SHALL CONFORM W171I ASTM SPECIF'I'.Ai!ONS. 4. THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES UNTIL .XI+,y d(�/tiC.� N c r� - _ Q.l{Isr�• �.1. , �xlsr ' L, dM, wF a�►•r� Z N �4. CdlCltfl'E, FOHIl5, MIXING. PLACING AND CURING SHALL CONFORM TO .1S' MAt1l1Al OF CONCRETE j TME ROOF ANO WALL UNITS HAVE BEEN PLRIUNkNTLY ATTACHED THERETO. � �• Exlsr G� � a PRACTICE.. CURRENT EDITION, AND SPECIFICATIONS. 5. ALL CONCRETE JOINTS SHALL BE ROUGH fEXAOD WITH 2X KEYS AT CENTER OF WALLS AND � �p 11. AT AiEAS Of DEPRESSIONS FOR SLABS AND BEAMS, PROVIDE MI►I1MUM THICKNESS OF DEPTH ! � Iro lZ�f"IAIN I Ulf Cf a SLABS. CONTRACTOR SHALL OBTAi11 STRUCTWK ENGINEERS REVIEW ON DETAILS OF ALL AS FOR ADJACENT AREAS UNLESS OTHERWISE SHOWN, CONSTRUCTION JOINTS PRIOR TO CONSTRUCTION. 6, SLEEVES TMRt')UGP BEAMS AND SLABS FOR MECHANICAL LINES SHALL !t' FABRICATED FROM STANDARD WEI(INi STEEL PIPE WITH ANCHORS AS APPROVED B1' THE i' GINELR UNLESS I OTHERWISE NOTED. - "> Ommn REINFORCINC STEEL_ r '4lEI N�, f FOR CONCRETE SMALL CONFORM TO U.U.C. STANDARDS NO. 26-4-85 I SECTION SECTION AND ASTM A6 6 (:RADE 60. ? 5 3 S 3 2. ALL WIELDED REINFORCING STEEL, METAL INSERTS AND CONNFC'IIONS SHAL.L CONFORM TO O.I.C. SIAN ARL' NO. 26-8-85. ! I SECTION h 3. #1!'IIIFORCING (NIl4/MUM UNLESS OTHERWISE SHOWN ON PLANS) NAILING AND CONNECTION SCHEDULE 5 3 -- ' A• REINFOOW3, FOR WALLS f MINIMUM MU14BER OF NAILS FOR WOOD MEMBERS 6" - VERTICAL 44 @ 12 HORIZONTAL /4 @ 12 _ EXCEPT AS NOTED ON DRAWINGS) A 16 - VERTICAL #5 @ 15 HORIZONTAL f5 @ 15 CONNECTION ---� 4b NLAfE 2 - i5 CONTINUOUS AT BOTTOM. TOP AND AT DISCONTINUOUS ENDS ! -.—_ Z w 6 01LI�61E, �c1 s ,! �'rO.G I P�Yv✓ooD " f 1 Z ' ALL FaUMDATtoNs AND WALLS. r Sr PLACE 2'-0" X 2'-0" BARS AT CORNERS AND INTERSECTIONS FOR WALLS L O G e '¢ O.G. \ `X 13' 4:,0L.. _ i STUDS TO PLATES E►,0 NAIL 2-16d � I8 "�1,`�WOOD IEKIST� fsLK�, G AND FOi1NDATIOMS EQUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCING. OR - ".QE NAIL 4-lOd Z G IG O G, I -1 (.• �. ?1.710E 2 - 1'S X OPENING WIDTH PLUS 4'-0" TOP AND BOTTOM;, 2 - /5 X � TOP PLATES 8 BOTTOM "LATES � d S � '�' 'i C. � E>< S TRvS � '` OPENING WEIGHT PLUS 41_0" EACH SIDE; PLUS 2 - /15 x 4'-0" DIAGONALI T' s i - SPIKE INTE'SER 4-1 @ &" U.C. 1 BAMS AT EACH CORNIER OF ALL OPENINGS. - LAP 8 INTEL;SECTIONS 4-lOd EACH SIDE JOINT U PLACE 2 - i5 X OPENING DIMENSION PLUS 4'-0" EACH SIDE OF ALL OPENINGS I FLOOR JOISTS (ROOF JOISTS) WILING JOISTS) V imL PQ:IZ JOI ST Ywoov AND 2 - IIS x 4'-0" DIAL NAS. BARS AT EACH CORNER Of ALL SLAB OPENINGS - TO PLATE` OR BEAMS - TOE MAIL 3-10d '�- O 58 ,. Z7 C�•L,'-� t ATC-R THAN 1'-6';40 UtMENS,ION. I I BLOCKING TO PLATE - TOE NAIL 2-106 ,r - / ��¢ `�� 4. A1.k 11E1OED WIRE FABRIC '94iALL CONFORM TO ASTM SPECIFICATION A-185-73. I I BLOCKING TO JOISTS - EACH END 2-I0d Zx C L,4, O C - —� W/=- 16 d S ALI. MIRE FABRIC SHALL BE SUPPLIED AND LAID IN FLAT SHEETS AND SHALL BE I BRIDGING TO JOISTS 2-10d D CMAIRE:O TO PROFER POSITION IN SLABS, CORNER STUDS IOd @ 1?" O.C. LI Ur& Sj UD S � foam srUD �..f / �l.I. iEINF'ORCING STEEL SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE 2X LAMINATED BEAMS lOd @ 12 T 8 B STAGGERED W �A, .JOTS WIN 91 DETAILING MANUAL 315-80. � T _ 2x6T6G 2 >� G C y 1.6d jre O.G. ALL REIMF'ORCIMG STEEL SHALL PE ACCURATELY AND SECURELY PLACED, i EAf.H BOARD TO SUPPORT�YG MEMBERS '(-TOE Nh.l -- - B. REINFORCING SHALL NOT BE BENT OR DISPLACED FOR THE CONVENIENCE OF i 1-FACE NAIL OTHER TRADES UNLESS APPROVED BY THE STRUCTURAL ENGINEER, TO PARALLEL WALLS ANI, BEAMS 6" O.C. C. SFLA1' REINFORCING STEEL AROUND OPENINGS WITH 1" IN 10" SPLAY UNLESS � � 3 z 6 T 8 G 3 o.(,;p OTHERWISE SHOWN. EACH BOARD TO SUPPOk'E'1NG MEMBERS 1-40d TOE NAIL rl\' T�_ ,^ acs sl-�I I-F, - 3 0. MINIMUM COYER FROM CONCRE(, SURFACES TO REINFORCING STEEL SHALL BE: c r „ _ �� `• I TO PARALLEL WALLS ANI) BEAMS 1-60d FACE NA.I (� 8 O.C. IC S �' �' O•G. \ SI M p, H3 i 6 \� --�- '' r + ' TO ADJACENT COARSES 8" SPIKES @ '1t1" (1,( • �" Nom' St D m I Y� �A JOI S j 3 „ 3 _ 1/2 TO BOTTOM OF FOOTING IG 2" + 1/4" TO EARTH FACT: IIF' WALL PLYWOOD SHEATHING ��S e 4-"O.G. HANc�Mre' oY JOIST' s P f��.I otl2 L*b 3R^G F 1" + ),/{" 'FO INSIDE FACE OF WAIL 1, 5/8" ROOF' SHEATHING ! 15' O.C. JOIST 51 MP A35 AT ,0GES OF EACH SHEET b BLOCKING 8 WALLS 8d @ 4 O.C. 2" ► 1/4" MAIN STEEL BEAMS AND COIIN,ilVS AT INTERIOR OF SHEET 8d @ 8 O.C. �.-XI'Sr CENTER OF SLABS ON GRADE AT BOUNDARIES OF ROOF 8d @ 4 O.C. L 0 0 I - IOC S 4- E. — __ I F LAP ALL BURS A UIT SHA OF 31) LACED EF' EXCEPT AS OTHERWISE NOTED. 7 ) 1/8" T b G ROOF SHEATHING a 48. O.C. JOIST - EK13r4i' H/'F �'"'� 8 " DEAN C F. ELECTRICAL CONDUIT ,HALL BE PLACED NEAR CENTER OF SLAB. I Sa� 4S AT EDGES OF EACH SHEET, BLOCKING 8 WALLS 10d @ 4 O.C. _ __ _ _ _ !W2 URAL. STEEL AND �1ISCELLMEOUS IRON_ AF INTERIOR OF SHEETS lOd @ 8 O.C. '� "�! M d. S 0 -1, c 1. Tt>�t'6L-�1"EiE�L�ACC�Z'iai�6ltll'TfiAS1'M A-36-75.' AT BOUNDARIES OF FLOOR 10d @ 4 O.C. � I; rof' GtG�Rc rEx;'G=NSIONS ,�/- (� O F... 2. STRUCTURAL TUBES SHALL CONFORM TO ASTM A500 OR A501, S-, C-r • . ' STRUCTURAL PIPE SHALL CONFORM TO A501 OR A53 GRADE B r- 3. 1 of Tiz..JSS SIAL-t- 131 I w ROSS � 5 " d � y L 36 EL /2" WALL SHEATHING JOTS 2R-J`'10v7_0 DTwN, Gre C):S C3 Sa ><- Z 7 CT,L, I I pj " O '7CC 3. ALL FABRICATION, ERECTION AND IDENTIFICATI�1 OF STRUCTURAL STEEL SHAH CONFORM TO BLOCK ALL EDGES WITH ?. x 4. FLATS r / � AISC SI�ECIMATIONS. AT EDGES OF EACH SHEET TO STUDS, ' A. ALL WELDING SHALL CONFORM TO AWS SPECIFICATIONS. j BLOCKING 8 PLATES 8d @ 4 O.C. AT INTERIOR OF EACH SHEET 8d @ 8 Q.C. _ \ FEX Sr (:;l, A. AIL WELDERS SHALL, BE CERTIFIED UNDER AWS SPECIFICATIONS. wF- 5. ALL WF HERS SHALL BE CONNECTED WITH SEMI-FINISHED MACHINE BOLTS UNLESS SHOWN ON i AT BOUNDARIES OF WALL 8d@ 4 O.C. � I a",� apL„i's, �G 3 K� � 1 ro SECTION _ 1•- �.,, ALL COLD F`OM NEMBERS, MATERIAL AND FABRICATION, SHALL CONFORM TO U.B.C. STANDARD OTHER W000 CONNECTIONS -kl r4, Go1JG, 4$ O G, M^X, • TI�R$� I --- �I 3 ` _ y MINIMUM SIZE AND MAXIMUM SPACING TO �I'1AIN �(Z J01-S7 SIS^GQL' 5 •O' r ` RO. 21-9-85. --- �,,* AL AO FORM PLATES TO CONCRETE FOUNDATION WALLS 5/8" 0 x 10" A. BOLT @ 4'-0" O.C. u I�Y 5 X 5"r 1 LEDGERS TO CONCRETE WALLS 3/4" 0 PARABOLT @ 48" O.C, CDi`_IDI'rl0 . t FORMS, SHALL BE VERCO TYPE 6, 22 GA. GAI_V. SLAB FORM OR APPROVED. iN 3 '.;2" MIN. DEPTH HOLE SECTION SECTION _ J W W c� �. J( NNNECT SLAB FORM TO SUPPORTING MEMBERS WITH 3/4" 0 FUSION WELDS @ 12 D.C. LAG BOLT INSTALLATION: "RE-DRILL HOLES FOR LAG THREADS I J /�. R BOLT 5/16 Q HOLESIx dLltiG SMALL BE GbNTIN000S ON 3 OR MORE SUPPORTS. 1 5/8" Q BOLT - 13/32" 0 HOLES 5� res L w 53 r/_ a uj 44 k ..T rl,. ICE ALL SSORIES (OPENING REINFORCING ANGLES, CLOSURES, ETC. ) TO PROVIDE 3/4" 11 BOLT = 1/2" 0 HOLES I 0 I I O �j 'n a ,� CGIMPLETf DIAPHRAGM. SOAP THREADS OF LAPS IMMEDIATELY PRIOR TO INSTALLING WITH WRENCH ONLY. 3 1t BE •t+�•••�NNECT ALL BEAMS AND JOISTS WITH SIMPSON HANGERS TO DEVELOP STRENGTH OF MEMBERS. � GOA- 4 ibm. _ LATE ROOF JOISTS I PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS OF BOLTS BEARING ON WOOD, y "ALLfl r MAN�IFACTURED BY TRUS-JOIST CORP.OR APPROVED. "AL - ISTS SHALL CONFORM TO ALL PROVIS,0AS �F THE 1935 UNIFORM BUI' DING CODE.. � 0 tR1 Sr" Y�01STS INALL NOT EXCEED A LIVE LOAD DEFLECTION 9F L/360 OR THE: WORKING STRESIES SiNl11N IN THE U.B.G. STANDARDS FOR APPROPRIATE MATERIALS UNDER A TOTAL LOAD ff 44-AF FOR ROOF STRUCTURES. 51MP�rOL� FIZ G+ i +�0�iST ?IANUFACTURER SHALT. FURNISH CO'tPLETE tnt;INEERING SHOP DRAWINGS WITH 4B"%LW ZL�$ I I Ia GI G°4. 0/c, NEGISTERED P'ROFE'SSIONAL ENGINEER'S SEAL. I s'Y5M 5G1� to I I ' _ govblon• 11..- A. TJL SERIES 5� �. I S 4•L, , --__, "� .1 � q - - "' 1. MANUFACTURER SHALL FURNISH ALL ?RE—NOTCHED WOOD BEARING PLATES. - - --- E I� pL I w p 2G cil 1 Gv M7-L-. I ) ! 1 ��4K4,�Q. h0!a� C B. TJI SERIES I _-_ _ 6 LJ D FA:SG!fi� [ _ - i , I Svp� O'rH Sol. 6^ru `i z l-si 51 aeu. �sr.tE 1. MANUFACTURER SHALL FURNISH ALL END AND INTERMEDIATE STIFFENERS. I F�A�11C`IGI c 24'' ALOCiiING .AMU/OR SHEAR PANELS, AND METAL BRIDGING ASSEMBLIES AS REONII[b TO PROVIDE: A C LETE FLOOR OR ROOF STRUCTURAL SYSTEM. �, M 4 rl ' x , S IM PV,0Q L70 C EA. I I J "rJ 1 vNED STIFF I �I 1 I I aGL.'r }X147 IN C. TJ5O, 7.160, TIM. TJH SERIES 0-rWP W/ L W-* L B� I I c i ZxU+�I.O NAILF p ( 211 �G 1. MANUFACTURER SHALL FURNISH ALL BRIDGING AS REQUIRED TO PROVIDE ,i�Q G' ,�4 a Ou-r iwf Z sAs i'r6M I I ' I �'�' •�IDt 1'YP L., L'I`,'1• I �I "ro 101 w/ I Md, .t - 5G Rt IIIE* ,5'fu0 I 1 _ I-l^w E 6Y 6BrE �'I-A1�5 _� -IDdS �� I I I !� �. ,• �bxls4•L• 1 I •e IN ear.P COMPLETE FLOOR OR ROOF SYSTEM. I ) �'054 1�-f �"yPPL1�•(� 1 r I CNMNiERS -- — - _ V9F !EMBERS 1.25 DEAD LOAD V. 1)M. 1 _ i I 8OWU ALL JOISTS UNDER MECHANIC �E � ti,�I I - s I '-� I �. AL UNITS UNLESS OTHERWISE SHOWN. �/ P ti. 1 I� to La 4 9�G"To o T sl d Ie D I I I ,J I �, g l'sJt 1W/2- '�i}• "4� M,Ib I ?.o G1�► li Nt?L.• + ;; •�A R -- -- I I i - _ e P�...�,N - - 3�`8 w4w i i I 5..La IIs a 2,4"'P/c, �. LUNKR SHALL BE WESTERN WOODS GRADED TQ STANDARD WESTERN LUMBER .r Uro E f_ c &i 6-1.L _.__-- t� SG(�EWS ry nWOR WALL StUDS b - SCJ - SI44. O 1 I rte 9A• I I -I IY \ F�FL Yi"IE d - - 9 F / �4M•13• I ' Fc = 385 -_— F0 0l,11 KI 06 — I I / �j � 20 61A 4o M•rL- S'r'LIG I - I I ►v I, 4$ "% T'!P. d sol. I I I ` OA 'STUD GRADE E I - 1,500,000 I I I I \_ • . I I KAY. O I' .J► L L- Ft`5G I A'3 ?k IA'r 1 I INTERIOR WALL STNDS. GYP srI TH.►-�� ;' GaNr CAh. Y' vawN 1'-► f ) Fb _ 650 C�ILIiJ I _� I DOD wGILIKEW STANDARD OR fiETTER Fc 245 5CE GF-I ISS 1 I I I \i �� I O 24 110 OR STUD GRADE E 1 1.200,000 l I SGi�p=WS 1 I 2.D A. 'fA.�*C.K aAIsr ' JOISTS ) Fb 125o t��ooF� I ?�` __ 3•�''B.c 40. loll 1G �A M'rl- NO. 2 - I I 'I I IRA G i1 'f'�(P, ,/� �. Igo _ �—R- 4 >< Z �P_iq C, d.IEA G E t`I'1 Ems• E - 1,500,000 \- ,*pp�pyv6xl� c II I I II 1 Jdo-Tr Ci■ F^6GA __._, __ VGy?'IGAL. 5'fOREi�IzON? Ml.)LLldl\1 �R>:. IST 2 �iA-1 4o M-rL T I I f SEs A Lcoi-(. i"L•rw 'C7• o..wr,®y Ci»ckod By I >w REQ' v, S'I'Ul?5+C 24 11�/J ` I II �ANS00. 1 Fb 1350 1 I I -- 5?U II'LE P�-o►�"f 'I 160 Fe 1 3.5 �' 1 i II 5Y6-rrr- l b%f -, � Im c I - 2 &o Job No. Date E 1,600,000 _. p c 1=X1,,'r Pt-� W l0. j- �� E. POSTSNO. 1 ) Fb 950 I 51 M r SD. _ U 4!i I NI EW ,4.440 Shoot TNN F = 1,200.000 \ N pax x o. j j T5 8''®, x 0.51 7 5 lox 4 xG 31) VI EW -- _ I jR�GrURAL No F- BLOCKING, PLATES 8 BRIDGING - COLsMN T5 4 +38 I I sfl.x� - 1)T STANDARD OR BETTER ) Fb 600 1 I FJ►SGIA N113G. fT-id►iLS OR SY111) GRADE ) Fc 1 - 3B5 I -f I - `�G'�E E 1,500.000 Ll 5 E g/s3 Fo�• �15'(11�1C•� �LK�C� -' oil ' shoot No. llfdliERS 311 UR LF:55 (LEAST DIMENSION) SHALL BE MAXIMUM 19% MOISTURE CONTENT. .� ^GDI'i'i Di�•1•^L IN1�o W/ 51ri�'SdN ,a3S/, 3. 'OE SOl KOC1Ll tSAGE DEPTH OF 1111MR) AT ALL POINTS OF BEARING. _ - _ AGt7IIID IIID 4. IN.•A S LE> {N CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE ,r f V LMR NAV .K SEPARATED FROM CONCRETE OR MASONRY WITH 30 I.B. ASPHALTIC I(o a S CTI N SECTION if�ts UINKA DI1LE AALL O�ik6SLEL pARTtON�. r7 SECTION S3 I+ I 1-01� s... — to SECTION ..r r 1rrsI O i � al ill; *0 _ __ I I I Jill l IIr TIL III III III III III III 111 111 III III 1111111 I'; I II I I I III 11 III 111 II 1111111 - I 2 3 4 5 6 7 8 9 1'O I; r... NOTE: IF THLS MICROFILMED _ _,•,_,_— ,_-,.__-____ IC DRAWING IS LESS CLEAR THAN "—' — — ------ THIS —THIS NOTICE, IT IS DUE TO THE QUALIFY OF THE ORIGINAL DRAWING, — OE 62 82 L? 92 S2 1)2 E2 2? 12 OZ 6t AI LI 91 SI tbl F 1 2,1 11 01 6 9 L 9 S v f z I'•„• 1111111111111 Ill IIIIll III IIll 111111111111111111111111111111IIIIIIIIIIIIIIII NN11111Ill 1111111111[Ill Ill�II111111111u111�1111111111111u111IN111111111111111111111 N11!!1"11c11 nul(nLI NHIIn1hn11 uultull uDluDI1111JNu11u1J1u11 unI DNI HDiuI111uI�ur11111111111111111 u11illUlllll MAY 1 1 � , 1990 �.+EW M EGH Erc 5'1' G NG+ U� IT WA�. �r1 o+ Nj � ��Fp5 j O(.,q L. r-I 4 60 P� G.A. EN D C GE`s I'i�AME ouT /PsI'�,5. , ;°lu W Cosip,,1p6aL LW Z40 W =�� 15T SNI, r`fo�ft�"T'>�.Y -ro I�n�I-flca� u�11" ,�V xG. O 00- -r i-•1,�. ILIO E�I5�*I NGI Jo 15T I•IEEC� ToD6 Gu'r ?'old, c)uC'f I� 115 1s DoT It"10e6l0�-S 3 PLAN SECTION � HEAVE(Z cz)PNC-pl. W�Zxlo W/SIMf�SaN I P I II I sloe Or HIE1A1D9I1:- �W Z PLAN .,SECTION � Y �h -N CY '< r d z W • O Q H } s = s � � Il.. S CC W Y O � # F w i RwN11a+tB q-zl-tp7 �N�u,. Ix� ;1 y I 1 Drawn BY Chocked BY Job No. Deft S7-195 V)/zl/er Shoot Title N►15G. D�"'A I l�� 1sMe1 Plo. • ` w � NIIO.��MIIE� +� t Fr'IYb J t ¢:ice 3. rl .iau. r-.—,._...,._«_.. ,._......-_... r +..,.,.-+«....r.+.... ;awwrM.�.w+...w.r„r«.++.w.r.s✓arv�' WI ___ _. .. y .1 1 ItIII1I1111,IIlIIIIIIIIIII'IIIIlIII11111IiIlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi�IIIIIIIIIIIIII'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIfI1IIIlI111I111IIIII111III1I11' �- �. .r.. —JAN= � 1 � � 1 ` NOTE: 1F THIS MICROFILMED . I 2 — 3 ... Q 1� _�' 6 fj -_ �9 —IU I I DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAI DRAWING. OE 62 82 1 92 S2 b2 E2 U 12 02 61 81 It I 91 sl Of El I 11 01 6 8 1 9 S b E ?. 1"•"' 6111I111111111IDnIO0IIll 1nnl0N11O1INI111111III1111111II11111111IlUlIl1IIIIIIII1111I1Ill 111116111111!1Ill 1111INIIIIIIIIIIIfill IIif111111111fill 111111fill IIIll 111I1111I1111IIIIlIIIIlI1111I1111IIIIIJ1111I1111IU11�J111!!1l'IIWIIIIIIIIIIlIII11IIIIlIIIIIIIIIIIIIIIIIIIIIIIIIIIUlII111I1111 MAY 31 91990 r� CENERA --NOTES FOR SHEETS E1.E2,L3 y� SHEET EI NOTESI F > 10 ALL DEMOLITION OF EXISTING SYSTEMS SHALL BE COORDINATED WITH THE OWNER 1) THERE IS A LIMITED QUANTITY OF EXISTING BRANCH CIRCIUTS AVAELAB'_t FOR /c. rS. w ` PRIOR TO CONSTRUCTION. '.XISTING INSTALLATIONS IN OCCUPIED AREAS SHALL THE NEW CIRCUITS SHOWN ON SHEETS E1, E2, AND E3. ADDITIONAL BRANCH S.W. SPNIJICE ST. REMAIN UNTIL. REPLACED WITH NEW. ALL MATERIALS ACCUMULATED DURING THE CIRCUIT PANELS AND CIRCUIT CAPACIr TY WILL BE ADDED WHEN THE INTERIOR OF c7 it THE BUILDING IS REMODELED THE INTERIOR OF THE BUILDING WILL BE > 'WfucE �dL�r�CKf•) _ DEMOLITION PROCESS ARE THE OWNERS PROPERTY AND SHALL BE REMOVED FROM THE - o REMODELED UNDER SEPARATE CONSTRUCTION Mt n ti r JOB SITE AS DIRECTED BY THE OWNER. KEEP ALL OUTAGES TO OCCUPIED AREAS TO DOCUMENTS SCHEDULED TO BE ISSUED .•� w wwr1f� F "row�rCsr•) _ A.MINIMUM AND PREARRANGE ALL OUTAGES WITH THE OWNER. REQUEST FOR OUTAGES THIS YEAR). IT WILL BE NECESSARY TO PROVIDE TEMPORARY POWFR FOR THE NEW r s �1 ,�+R L dli+ww) .- ; MUST BE SUBMITTED AT LEAST 5 DAYS PRIOR TO INTENDED SHUTDOWN TIME AND CIRCUITS UNTIL THE INTERIOR OF THE BUILDING IS REMODELED. TAKE AMPERE - L _ - _ 14 -_-- - _ - N !!I ' [ VE(o'S7 SHALL STATE THE SPECIFIC DATE, HOURS, AND THE MAXIMUM DURATION. OUTAGES READINGS OF EXISTING CIRCUITS UNDER FULL LOAD AND COMBINE LOADS ON � 1/ SHALL TAKE PLACE AT TIMES WHEN THE: STORE IS NOT IN OPERATION (INCLUDE EXISTING CIRCUIT BREAKERS TO PROVIDE SPARE CIRCUIT SPACE. BRANCH • ALL COST FOR OVERTIME LABOR AS NECESSARY TO MAINTAIN ELECTRICAL SERVICES CIRCUIT NUMBERS ARE SHOWN FOR CIRCUITING PURPOSES. EXACT CIRCUIT IN INITIAL BID PROPOSAL). NUMBERS SHALL BE OESIGNAIED IN ]HE FIELD AND RECORDED ON RECORD el DRAWINGS. EXISTING CIRCUIT BREAKERS IN BRANCK PANELS MAY BE REUSED IF _ L f ' 2 INSTALL 4 INCH UNDERGROUND PVC CONDUIT WITH GALVANIZED kIGID STEEL OF PROPER AMPERAGE AND IN GOOD OPERATING CCVDITIUN, OTHERWISE, REPLACE Z` Mo�/E �X15T2't I LJRE POLE 4, EASE EXISTI NCI UTtLIT) FOLF_ WITH PGWER(HLC), O WITH NEM CIRCUIT BREAKERS OF THE SAME MANUFACTURER AND TYPE. ' 3I�L_E "rRANSFORMEP?5 TLLEhHD�`+� F'ARKINGI ELBOWS BETWEEN THE TWO EXISTING UTILITY POLES AS SHOWN FOR RELOCATION Of 2 HOME IMPROVEMENT CENTER OVERHEAD TELEPHONE SERVICE. STUB CONDUITS UP 2� DEMOLITION: A M 5 Y i 6 2 2T L_OT I_IC-IHT 1 NG EI XTURE COWDUC70Ko . -TO FREE OVE . I THE POLES AS DIRECTED BY THE UTILITY COMPANY TO THE TELEPHONE AERIAL I 1 2 II 3 .. R.ITY C1RCU11"l TF.X WO I5T1NG FLGYODLICH-75 TO RE rJ / CABLE. INSTALL PULL WIRE IN CONDUIT. COORDINATE WITH THE SERVING C A. ALL DEMOLITION OF EXISTING SYSTEMS SHALL BE COORDINATED WIIri THE I '�} . � G• ell UTILITY THE REROUTING OF THE TELEPHONE SERVICE THROUGH THE NEW / - ? G,� UNDERGROUND RACEWAY SYSTEM AND RECONNECTING THE SYSTEM COMPLETE TO THE OWNER PRIOR TO CONSTRUCTION. EXISTING INSTALLATIONS IN OCCUPIED NOME IMPOVEMENT CENTER. INCLUDE ALL COSTS IMPOSED BY THE UTILITY 1N AREAS SHALL REMAIN UNTIL REPLACED W'TH NEW. 10 BID. COORDINATE REMOVAL OF ARANDAND TELEPHONE SERVICE CONDUCTORS WITH r I I II 1 40 / / ' UTILITY. B. IT IS CNE INTENT OF THESE SPECIFICATIONS TO REQUIRE THE CONTRACTOR / /`� TO MAKE ALL NECESSARY ADJUSTMENTS TO THE ELECTRICAL SYSTEM, / 5 \ / 3 INSTALL 4 INCH UNDERGROUND PVC CONDUIT WITH GALVANIZED RIGID STEEL REQUIRED Tp MEET CODE, AND ACCOMMODATE INSTALLATION Of THE NEW HOI� �O // FOUW� .�� / O ELBOWS BETWEEN THE TWO EXISTING UTILITY POLES AS SHOWN FOR RELOCATION OF WORK. -' L _ �Et`10VE F71s;11NS LJl ILI1ti L_E J r-H P I THE HOME IMPROVEMENT CENTER OVERHEAD POWER SERVICE. STUB CONDUIT UP THE: --- -- N E,FiA KKI Lot" U G1NT /� �` POLES TO THE PRIMARY CONDUCTORS TO UTILITY COMPANY SPECIFICATIONS. C. REMOVE ALL EXISTING FIXTURES, CLUCKS, SWITCHES, RECEPTACLES, AND L� RE MDV E _ FI, I URE-15 \ INSTALL 4 SINGLE N2 INSULATED ALUMINUM CONDUCTORS IN UNDERGROUND CONDUIT OTHER ELECTRICAL EQUIPMENT AND DEVICES AND ASSOCIATED WIRING FROM \ SYSTEM (SEE SPECIFICATIONS FOR W'Rii OVER 600 JRSTS UNDERG 16121). WALLS, CEILINGS, FLOORS, AND OTHER SURFACES SCHEDULED FOR EXISTIfJC-� LJ'TILITY / L- 4-&-zz, II 1I \ PROVIDE PRIMARY CUTOUTS WITH 30F FLISINL AT THE EXISTING UTILITY POLE REMODELING, RELOCATION, OR DEMOLITION UNLESS SPECIFICALLY SHOWN AS PP9l.L� WITH fIL1C _� aw p CWT' i ADJACENT TO THE THE F;OME IMPROVEr1iNT CENTER. RECONNECT EXISTING HOMERETAINED OR RELOCATED UN THE DRAWINGS. - ItMrG)AN D R �_ _.._ _____ , IMPROVEMENT CENTER SERVICE COMPLETE TO NEW WIRING SYSTEM. ALL 0 D. DISCONNECT ALL EXISTING MECHANICAL EQUIPMENT SCHEDULED FOR REMOVAL N� 41 P1t► G L IG U FAl3P21�, �r •_ „� � I �\ TERMINATION SHALL BE TAPED AND WRAPPED PER MANUFACTURERS INSTRUCTIONS OR RELOCATION. SEEMECHANICAL 4 I D U AND INDUSTRY STANDARDS AND IN ACCORDANCE WITH UTILITY COMPANY DRAWINGS FOR SCOPE OF WORK. REMOVE C E NT E K 5u sr m'u1H�K •p PIs T N so ABANDONED RACEWAYS AND CABLES. RELABEL PANELS AND MOTOR CONTROL SPECIFICATIONS. COORDINATE THE INSTALLATION WITH. THE SERVING UTILITY CENTERS TO REFLECTCHANGES. IDRIV E T H K U 1 PRIOR TO CONSTRUCTION. COORDINATE THE RECONNECTION OF THE NEW UNDERGROUND SERVICE WITH THE SERVING UTILITY. PRIMARY TERMINATIONS TO r MAINTAIN ELECTRICAL CONTINUITY Of ALL EXISTING SYSTEMS. REMOVE OR BE BY UTILITY COMPANY. INCLUDE ALL COSTS IMPOSED BY THE SERVING UTILITY •� _ __ - IN THE BID. REMOVE THE ABANDAND OVERHEAD SERVICE CONDUCTORS. RELOCATE ELECTRICAL BOXES, CONDUIT, WIRING, EQUIPMENT, FIXTURES, Y ETC. AS MAY BE ENCOUNTERED IN REMOVED OR REMODELED AREAS IN THE t► • ` \ REMOVE EXISTING UTILITY POLE AND THE ASSOCIATED INSTALLATION. COORDINATE EXISTING CONSTRUCTION AFFECTED BY THIS WORK. WIRING WHICH SERVES -- WITH THE SERVING UTILITIES PRIOR TO C E rIOL1719N. UTILITY POLE NOT TO _`,F USABLE EXISTING OUTLETS SHALL BE REROUTED AND RESTORED CLEAR OF 1 II SALVAGED - REMOVE FROM SITE. THE CONSTRUCTION OR DEMOLITION. IF EXISTING JUNCTION BOXES WILL M$ BE MADE INACCESSIBLE, OR IF ABANDONED OUTLETS SERVE AS FEED '^ 1I REMOVE EXISTING PARKING LOT LIGHT FIXTURES AND ASSOCIATED WIRING. THROUGH BOXES FOR OTHER EXISTING ELECTRICAL EQUIPMENT WHICH IS -- - - ASSOCIATED WIRING TO BE REMOVED BACK TO BRANCH CIRCUIT PANEL IN HOME BEING RETAINED, NEW CONDUIT AND WIRE SHALL BE PROVIDED TO BYPASS I rRi MA12 r lip IMPROVEMENT CENTER. DELIVER THE FIVE LIGHT FIXTURES TO OWNER'S THE ABANDONED OUTLETS. IF EXISTING CONDUITS PASS THROUGH 12)470/7 2A!70 LTi �/ MAINTENANCE DEPARTMENT. PARTITIONS OR CEILINGS WHICH ARE BEING REMOVED OR REMODELED, NEW CONDUIT AND WIRE SHALL BE PROVIDED TO REROUTE CLEAR OF THE CONSTRUCTION OR DEMOLITION AND MAINTAIN SERVICE TO THE EXISTING REMOVE EXISTING LIGHT FIXTURE, POLE AND BASE. LIGHT FIXIURE IS CONNECTED LOAD. I BY UNDERGROUND SYSTEM TO EXISTING UTILITY POLE WITH PARKING LOT LIGHT FIXTl1RES NOTED BY NOTE 5. REUSE EXISTING LIGHT POLE WITH NEW ALS 'N1 F. EXTEND CIRCUITING AND DEVICES IN ALL EXISTING WALLS TO BE FURRED II IL _ AND ADAPT FOR NEW LIGHT FIXTURE "5AO3". LIGHT FIXTURE FO BE DELIVERED OUT. TO OWNER'S MAINTENANCE DEPARTMENT. G. EXISTING ELECTRICAL OUTLETS AND LIGHT FIXTURES ARE DENOTED BY CONNECT COMPLETE TO EXISTING BRANCH CIRCUIT PANEL IN HOME IMPROVEMENT DOTTED OP. DASHED LINES. VERIFY EXACT LOCATION OF EXISTING I CENTER MAIN ELECTRICAL ROOM. CONNECT TO EXISTING SPACE IN EXISTING ELECTRICAL OUTLETS AND LIGHT FIXTURES IN THE FIELD. ONLY PAR' IAL - - BRANCH CIRCUIT PANEL, PROVIDE TWO 20 AMP SINGLE POLE BREAKERS OF SAME EXISTING ELECTRICAL SHOWN. LOCATIONS OF ITEMS SHOWN ON THE MANUFACTURE AND TYPE. DRAWINGS AS EXISTING ARE PARTIALLY BASED ON AS-BUILT AND OTHER I DRAWINGS WHICH MAY CONTAIN ERRORS. THE CONTRACTOR SHALL VERIFY DISCONNECT AND REMOVE F.XISTeNG ELECTRICAL INSTALLATION ON COVERED a r•' �CIs1"I NG - O THE CORRECTN,.S., Or )HE INrORMAIION SHOWN PRIOR TO BIDDING AND I' WALKWAY BETWEEN MAIN BUILDING AND HOME IMPROVEMENT CENTER. REMOVE EIGHT PROVIDE SUCH LABOR AND MATERIAL AS IS NECESSARY TO ACCOMPLISH THE CfILITY L E SURFACE MOUNTED LIGHT FIXTURES AND THE ASSOCIATED WIRING CONNECTED TO INTENT OF THE CONTRACT DOCUMENTS. WhTH PoWelz HOME IMPROVEMENT CENTER BRANCH CIRCUIT PANEL. REMOVE 1-1/4" FEEDER / CONDUIT AND THE ASSOCIATED WIRING TO FABRIC BRANCH CIRCUIT PANEL FROM H. ALL MATERIALS ACCUMULATED DURING THE DEMOLITION PROCESS ARE THE HOME IMPROVEMENT CENTER MAIN DISTRIBUTION BOARD. REMOVE EMERGENCY 1/2” OWNERS PROPERTY AND SHALL BE REMOVED FROM THE JOB SITE AS DIRECTED CONDUIT AND THE ASSOCIATED WIRING FROM HOME IMPROVEMENT CENTER TO FABRIC BY THE OWNER. VERIFY WITH THE OWNER'S PROJECT ENGINEER, ALL ITEMS EMERGENCY LIGHTING. DISCONNECT, RELOCATE AND RECONNECT COMPLETE THREE To KEAIIy - - EXISTING SIGNAL_ CABLES CONNECTED FROM HOME IMPROVEMENT CENTER TO MAIN NOTED TO BE DELIVED TO OWNER'S MAINTENANCE DEPARTMENT. BUILDING (SEE NOTE 9 FOR REROUTING CABLES THROUGH NEW COMMUNICATION I. REMOVE ALL WIRING ABANDONED TOL LEAVE SITE CLEAN. SIGNAL. RACEWAY TO HOME IMPROVEMENT CENTER). J. KEEP OUTAGES TO OCCUPIED AREASTO A MINIMUM AND PREARRANGE ALL - C INSTALL SIX 2" UNDERGROUND PVC CONDUITS FROM MAIN BUILDING TO ASSOCIATED REQUESTS FOR OUTAGES, eb" EQUIPMENT IN HOME IMPROVEMENT CENTER MAIN ELECTRICAL ROOM. , THE 2" SHALL STATE THE SPECIFIC DATES AND OUTAGES WITH THE OWNER'S REPRESENTATIVE.TIVE.FLOORS AND THE MAXIMUM CONDUITS ARE FOR SIGNAL CABLES, FUTURE NORMAL POWER, FUTURE EMERGENCY DURATIONS, WITH THE OUTAGES KEPT TO THESE SPECIFIED TIMES. THIS POWER, FUTURE ENERGY MANAGEMENT SYSTEM, FUTURE COMPUTER SYSTEM AND 1 SPARE. STUB CONDUITS UP CONCEALED IN WALL TO ACCESSIBLE-CEILING SPACE CONTRACTOR WILL BE LIABLE FOR ANY DAMAGES RESULTING FROMUNSCHEDULED OUTAGES OR FOR THOSE NOT CONFINED TO THE PREAPPkOVED OF MAIN BUILDING FOR FUTURE CONTINUATION. PROVIDE CONNECTOR AND BUSHING/ TIMES. OUTAGES SHALL TAKE PLACE AT TIMES WHEN THE STORE IS NOT IN ON CONDUITS DESIGNATED FOR ENERGY MANAGEMENT SYSTEM, SIGNAL CABLES AND OPERATION. INCLUDE ALL COSTS FOR OVERTILABOR AS NECESSARY TO COMPUTER SYSTEM. PROVIDE IDENTIFICATION ON EACH OF THE CONDUITS. IN I MAINTAIN ELECTRICAL SERVICES IN THE INITIAL BID PROPOSAL.HOME IMPROVEMENT CENTER STUB CONDUITS INTO THE MAIN ELECTRICAL ROOM AND / TO THE ASSOCIATED TERMINAL BOARD OR ELECTRICAL PANEL. SITEOLEFT CLEANGBEFOREFINAL AND AIIF USED, SHALL BE REMOVED AND THE ACCEPTANCE. REQUESTS FOR OUTAGES - --- - --� MUST BE SUBMITTED AT LEAST (5) DAYS PRIOR TO INTENDED SHUTDOWN DISCONNECT AND REMOVE EXISTING ELECTRICAL_ INSTALLATION AND ASSOCIATED TIME. WIRING IN FABRIC CENTER. REMOVE THIRYY-THREE 4x4 PARABOLIC LIGHT FIXTURES, FIVE 2x4 PARABOLIC LIGHT FIXTURES, TWO FLUORESCENT STRIP K. IJU CIRCUITS SHAH 6E TURNED OFF WITHOUT PRIOR APPROVAL FROM OWNER. Q FIXTURES, 12 FEET Of SURFACE LIGHT TRACK, THIRTY-SIX FEET OF PENDANT COORDINATE WITH THE OWNER .ANY INTERRUPTIONS OF ELECTRICAL WHICH 0 - MOUNTED FLUORESCENT TUBE FIXTURE, TWO EXIT LIGHT FIXTURES, AND ONE WALL W F INCANDESCENT LIGHT FIXTURE (PARABOLIC LIGHT FIXTURES ARE TO BE REUSED AFFECT THE OPERATION OF THE REMAINING PORTIONS OF THE FFCILITY. w ELSEWHERE). REMOVE 100 AMP, 277/480 VOLT, 3-PHASE, 4-WIRE PANELBOARD. p REMOVE ICO AMP, 120/240 VOLT, SINGLE PHASE, 3-WIRE PANELBOARD AND 5 KVA L. CONTRACTOR SHALL VERIFY WITH THE OWNER SO THAT WORK CAN BE cc TRANSFORMER. PANELS ARE TO BE REUSED ELSEWHERE. REMOVE TRIMAX SCHEDULED NOT TO INTERRUPT OPERATIONS, NORMAL ACTIVITIES, BUILDING O CONTACTORS, TIMECLdCK, ETC. AND DELIVER TO ENERGY MANAGEMENT SYSTEM ACCESS, ACCESS TO DIFFERENT AREAS. COORDINATE WORK WITH OTHER CONTRACTOR (COORDINATE WITH OWNER). REMOVE ELECTRICAL CONNECTION TO CRAFTS FOR PROPER SCHEDULING. WATER HEATER, AIR CONDITIONING UNIT, AND EXTERIOR SIGNS. REMOVE GENERAL M. CONTRACTORS SHALL VERIFY WITH THE PROJECT COORDINATOR A LOCATION CONVENIENCE DUPLEX RECEPTACLES. FOR STORAGE OF MATFRIALS, SUPPLIES, TOOLS, RUBBISH, ETC. PRIOR TO 0 DISCONNECT AND REMOVE EXISTING OUTLET AND ASSOCIATED WIRING BACK TO START OF WORK. j 3 / POINT OF CONNECTION. 12 RELOCATE AND RECONNECT COMPLETEEXISTING OUTLET AND ASSOCIATED WIRING. _ PROVIDE NEW RECEPTACLE AND NEW WEATHERPROOF COVER. < W U� SYMBOLS I 13 DISCONNECT AND REMOVE EXISTING ELECTRICAL INSTALLATION AND THE UJ ASSOCIATED WIRING IN DRIVE-THROUGH AREA. REMOVE FOURTEEN 2-TUBE 8' ® CEILING RECESSED H.I.D. DOWNLIGHT >" Z 4 SURFACE CEILING MOUNTED FLUORESCENT LIGHT FIXTURES. REMOVE FIVE uj t a COLONIAL STYLE WALL MOUNTED INCANDESCENT LIGHT FIXTURES. MAINTAIN CEILING RECESSED H.I.D. WALLWASH l H TEMPORARY LIGHTING IN AREA DESIGNATED FOR CUSTOMER PASSAGE THROUGH Z 3 CONSTRUCTION. 4. / � FLOODLIGHT 1d C AQ r W H ON14� DISCONNECT AND REMOVE 4 EXISTING COLONIAL STYLE WALL MOUNTED POLE TOP MOUNTED FIXTURE � c m BOND GROUND CONDUCTOR A TO POLE., TOR POLE INCANDESCENT LIGHT FIXTURES AND ASSOCIATED WIRING ON EAST EXTERIOR WALL p � t ., 36" OF ;LACK / REINFORCEMENT IF OF EVE'S RESTAURANT. F--� FLUORESCENT STRIP CONDUCrOR5 AT CONCRETE POLE IS1Ui:FD. V'. BASE OF POLE- ll� ` - 1;HIMS 15 EXISTING ENTRY TO BE DELETED. UPON REMOVAL OF ENTRY DISCONNECT AND MOTOR RATED SWITCH PROTFCT WITH ,-� REMOVE EXISTING ENTRY EXTERIOR 18 RECESSED LIGHT FIXTURES (3 ROWS OF 6) PLASTIC COvFRINi; I -- _ -1 (b DUPLEX RECEPTACLE (IG-ISOLATED GROUND) �_ AND THE ASSOCIATED WIRING. RETAIN LIGHT FIXTURES FOR USE IN OTHER AREAS -' UNTIL POLE I_- __ i" 45 TOOLED EDGE. (PARTIAL QUANTITY TO BE REUSED. REMAINING FIXTURES TO BE DELIVERED TO IN:31ALLATI)N r ANCHOR BOLTS SUPPLIED THE OWNER'S MAINTENANCE DEPARTMENT FOR PARTS). SEE SHEET E-2 FOR IIEW (b SINGLE RECEPTACLE 5PLUG '1 I •: --- WITH POLE, INSTALL PER ( ' CUNOU -1 MANUFACTURERS ITS r0 T - T- - 2' -5° LIGHTING. ENTRY LIGHT FIXTURES INSIDE EXTERIOR WAILS WILL BE ADDRESSED �ib7 SHELL I�U E PREVENT WATER II INSTRUCTIONS + � IN FUTURE DOCUMENTS. MAINTAIN LIGHTING UNTIL ENTRY IS DELETED. ® EQUIPMENT CONNECTION COLLECTING IN I ;, '. / 1 + II FINISHED GRADE ' CjNDUITS T I ~ f _I �6 DISCONNECT AND REMOVE EXISTING FXTERIOR 4 RECESSED LIGHT FIXTURES AND40 JUNCTION BOX 1 I ' , ''• I ASSOCIATED WIRING FOR NEW ENTRY. RETAIN LIGHT FIXTURES FOR USE IN OTHER PARTIAL AREAS QUANTITY TO BE REUSED. REMAINING FIXTURES 10 BE ( THERMOSTAT / DELIVERED TO OWNER'S MAINTENANCE DEPARTMENT FOR PARTS). SEE SHEET E-3 /� 71 - _ FOR NEW LIGHTING. 4E FUSED DISCONNECT SWITCH / }_v - f_ := -1 1© EXISTING ENTRY TO BE REMODELED. DISCONNECT AND REMOVE EXISTING EXTERIOR MOTOR CONNECTION / 21 RECESSED LIGHT FIXTURES (3 ROWS OF 7) AND THE ASSOCIATED WIRING. 1 I . I CONDUIT. RETAIN LIGHT FIXTURES FOR USE iN OTHER AREAS (PARTIAL QUANTITY TO BE -�- FLEXIBLE CONNECTION TO EQUIPMENT •fi I �• REUSED. REMAINING FIXTURES 10 BE DELIVERED TO OWNER'S MAINTENANCE DEPARTMENT FOR PARTS). SEE SHEET E-2 FOR NEW LIGHTING. ENTRY LIGHT Tc TELEPHONE OUTLET, COIN OPERATED MAINTAIN INSIDE AEXTERIOR WALLS WILL BE ADDRESSED IN FUTURE DOCUMENTS. I CONSTRUCTION OF NEW ENTRY. '1`'I° TYPICAL / :/4" PVC CONDUIT SLEEVE ,18 DISCONNECT AND REMOVE EXISTING ELECTRICAL CONNECTION AND THE ASSOCIATED A r P% ABOVE FINISHED FLOOR = - -- - 1 FOR GPOJND CONDUCTOR WIRING TO DELETED FASCIA SIGN BAND FOR NEW ENTRY. 1kF WEATHER PROOF C'A5i CONCRETE E?ASE ig DISCONNECT AND REMOVE EXISTING ELECTRICAL CONNECTION ANC THE ASSOCIATED \ 1 _'J. •� -'; + CONCRETE STEEL REIN- " MEYER"I I , . WIRING TO EXISTING BUILDING FRED MEYER SIGN LETTERS. G CONDUIT FORLTHORI7.GNTAL�N2n5E C/C • VERTZ0NTAN3-12• C/C 20 DISCONNLCT AND REMOVE EXISTING ELECTRICAL CONNECTION AND THE ASSOCIATED CO CONDUIT ONLY Ro' OTAMETER CAGE. WIRING TO EXISTING BUILDING "EVE'S RESTAURANT" SIGN. I -I ' • I (.AOWELO N6 CU. f0E, EMERGENCY p„ ' - - - �`• �^ uR']JNO ROD. 21 DISCONNECT AND REMOVE EXISTING ELECTRICAL CONNI=CTIUN ANU THE ASSOCIATEDrew" --._.-- -4 WIRING TO EXISTING BUILDING WALL MOUNTED SIGN. --�L- CONDUIT CONCEALED IN WILLS OR CEILING NORTHE�jAp• _ 8'X3/4'" 22 DISCONNECT AND REMOVE EXISTING IIID FLOODLIGHT AND THE ASSOCIATED WIRING - -,�- CONDUIT CONCEALED IN SLAB OR UNDERGROUND Dow GROUND RJD zA" DIAM[ r[R '- iD. COATED TO POINT OF CONNECTION. FIXTURES TO BE DELIVERED TO OWNER'S OR UNDER FLOOR 81 IID w E MAINTENANCE DEPARTMENT (VERIFY WITH PROJECT ENGINEER PRIOR TO -2.1',7 DEMOLITION). --v STUB UP w~tMa 1 S 1TE PLAN— ~+ECTRIC L al-_ � 1 I iJN - A . � . S . ANCHOR PASF `�IrE �►ft 23 STUB CONDUITS UP WALL AND ENTER BUILDING WITH LB CONDULETS. KEEP —+ STUB DOWN -s rr I NOT TO SCALE - EXPOSED CONDUITS TO A MINIMUM AND GROUPED TOGETHER. EXPOSED CONDUIT , F-1L✓E16, 1-?q INSTALLATION TO BE AS SIMILAR AS POSSIBLE. —3 STUB OUT l i► w , GROUND WIRE ala ([ + INDICATES TO LOCATE OUTLET OR EQUIPMENT CENTER OF MEASUREMENT ABOVE FINISHED FLOOR CONTACT: MARK A. ADOLF El ASO] 241 - 1993 PROJECT NO.: 6'7071 of .17- .- .. �...r.r ..._...�.."�.."" :-.. ..r;,,,,,,d,y;, " ..•. ..,. . -.i1P.rL:aL«.:> .dt' ....w.ri.....:.,....,..,....i....wW.....»...w*ur.,w .+i+ir.ene,,,...- ..,..._.... .."n,.,y;iM.,... _ v-... _ .,ww.. . ,� .JW,....I .Ji1l,.-_." �. '111 111 111 II 111 111 IPI III PEI 111 III 111 III III III III III III III III III III III III 1111111 III III III 111 III III III III 111 III III 111 111 111 NOTE: I F THIS MICROFILMED I — 2 3 - 4 5 6 7 8 9 TIO 11 12 DRAWING IS LESS CLEAR THAN — — ---�► MIS NOTICE, IT IS DUE TO IHC QUALITY OF THE ORIGINAL DRAW M. --- r OE 62 82 12 92 SZ b2. E2 22 12 02 61 81 LI 9! SI bl EI 21 II 01 6 19 L 9 S b E Z I rIIIIIIIIIIOIIIIIIIINInn1uNINIIINhI1111II111IIIIII1111I1111I1111II111I1'IIIIIIIJIIIIIIIIIIIIII�LUJIIIIIIIIIII111IIIIIIIIIIINIIIIIuIIl11II1t1IlIlIIIIIlIIl11I1111I1111IIIIlIIIIIJIIIIIIIIIIIIIlII111J1111IIIIlJLII1,itU1J1111I1JI1Jll11i1LIlIJI111IIWJIIIIIIIIIJIIIlII111I1111INI1IuIlII!UIIIII , MAY 31 1990 I �_ __ lIEfER TO DETAIL 14/ SHEET E 2 NOTE / FOR THIS OEI AIL. 'CCL - QINSTALL SALVAGED IN NEW CEILING TO MATCH ADJACENT WALKWAY LIGHTING. ROOF JOIST—� j CONNECT COMPETE TO EXISTING CIRCUITS TO WALKWAY LIGHTING ABANDONING , fv DEMOLITION OF ENTRY. 1' LIOUI07IGH7 FLEXWE CG"Il _i4 WE Aof r.� DOLT TO EQUIPMENT. O CONNECT COMJ COMPLETE TO EXISTING SPARE CIRCUITS IN EXISTING BRANCH CIRCUT 0 1 -_ ►----d(J110T1GHT,FLEXIBLE-CONDUIT PANEL BOARD. CONNECT TO 20 AMP BREAKER (PHASING AS SHOWN ON DRAWINGS). Gt rte/ CA*Cla+ (USF PIPE. JOINT BRANCH CIRCUIT NUMBERS ARE SHOWN FOR CIRCUTING PURPOSES. EXACT CIRCUIT :,FAL TO FOR WATERTIGHT NUMBERS SHALL BE DESIGNATED 1N THE FIELD AND RECORDED ON RECORD 1 :,FAL TO �OiiYLIN61 99 10. rES1 CHAIN DRAWINGS. EXISTING CIRCUT BREAKERS IN BRANCH PANEL MAY BE REUSED IF OF —w-- RIGID R FLASHING SIIOEP TO THE PROPER AMPERAGE AND IN GOOD OPERATING CONDITION. OTHERWISE REPLACE ---•------ METAL STUD MLTI?,IG j C�AMTER (LASHING ';FE SRF.L lf�TI,y 1660 WITH NEW CIRCUT BREAKER OF THE SAME MANUFACTURER AND TYPE. NOTE:EXACT ' I FOR ALTERNATE. INCLUDE ✓ ,.FADED f.7UNTER FLASHINIi CIRCUIT NUMBERS WILL BE REVISED AS._INTERIOR OF THE jT}RE IS REMODELED METAL STUD IN OIVISI(W �— ! Iti WORK / AND ADDITIONAL PANELS_ARE ADDED, _ C CIRCUITS WILL-BE RECONNECTED- TO UW � R IPP; CLAjlil1G1' ro - • MIN. 1' OYF.RLAP ,' r� PANEL AR Cx1NTER FLA.;HIrh �---- —FIXTURE HANGER MIN. A• 1�- roP ;r RooFIW----� O3 STUB 1 INCH CONDUIT UP TO ACCESSIBLE CEILING SPACE. #16 I , � ELECTRICAL CONNECTION FOR TELEPHONE LIGHTS, IF REQUIRED. COORDINATE �- NOR MAL POWER 21�� - -SrM11ET��1 aFFL1,,roF CONNECTION WITH TELEPHONE PRIOR TO ROUGH IN. IF NOT REQUIRED, PROVIDE I/ J HALL BLANK STAINLESS STEEL COVER ON OUTLET. OS ELECTRICAL CONNECTION FOR AUTOMATIC OPENING DOORS, 1/2 HORSE POWER, 120 -ExIs71NG PANEL II"Tu c RIGID LlYFLING VOLT. COORDINATE CONNECTION WITH DOOR, SUPPLIER PRIOR TO ROUGH IN. 2-018/120v 1 OUTLET THAT DOOR FOR SECURITY SYSTEM CONNECTION. COORDINATE WITH STORE -F R r 1rhRFs:Tow ,: HNEcluq FRONT SUPPLIER PRIOR TO ROUGH IN. cOJ'VEP D1F�UiiFR i_��------ \� rAW4. CAL ifILINr •—F V r. CONDUIT U RACEWAY SYSTEM ACCESS THROUGH MULLIONS FOR SECURITY SYSTEM. LOORDINATE rIJ WITH STORE FRONT SUPPLIER PRIOR TO ROUGH IN. + 18 STUB CONDUIT SYSTEM UP TO ACCESSABLE CEILING SPACE. '.I i 13 I'V��1-1- ��• �1� I- 1 X. i��I :1 M ..►UN T I�iG M1=. T17ru. I,I I r Il I I n ELECTRICAL CONNECTION FOR MECHANICAL EQUIPMENT GAS FI 11110 FURNACE, 480 CONDO I T I HHOy� POOF VOLT,3 PHASE, I HORSE POWER. PROVIDE FUSIBLE DISCONNECT WITH DUAL Z NO SLALE ELEMENT FUSES SIZED FOR EQUIPMENT IN ACCORDANCE TO MANUFACTURERS o SPECIFICATION AND NEC ARTICAL 430. CONTROL BY MECHANICAL CONTRACTOR. T COORDINATE CONNECTION AND EXACT LOCATION WITH MECHANICAL CONTRACTOR I Z PRIOR TO ROUGH IN. ! Y X10 ELECTRICAL CONNECTION FOR NEON SIGN. COOIDINATE EXACT LOCATION OF • TYPICAL JACK CW,IN -----1 CONNECTION WITH SIGN CONTRACTOR PRIOR fO ROUGH- IN. SIPPLIRt FROM STF LICTt.1RE. 1 ��' , \ (I 1 NEON SIGN ON TOP OF COLUMN. 12 NEON SIGN ON TOP Or ENTRY PARAPET. NORI,,AL POWER ELECTRICAL CONNECTION FOR ILLUMINATED LETTER OF "FRED MEYER" SIGN ON 12O �`(b�II .� WALL OF BUILDING EXTERIOR.. COORDINATE WITH SIGN SUPPLIER PRIOR TO I13 20,27 I /f� Z MIN. SETWEEFIXTURES, ` ROUGH-1N. 14 OBTAIN IHERMOSTAT FROM MECHANICAL CONTRACTOR AND INSTALL AND WIRE e 1 COMPLETE. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO MATCH EX15"riit,_(' tcL�Jp ROUGH-IN. MOUNT 7'6" ABOVE FINISHED FLOOR. i LIGHT FOE; I-^TR FtIJETALLATION pGAL.I vE:R1 Y E,CAGT PUNCH EDGE OF REFLECTOR 15 WEATHERPROOF DUPLEX RECEPTACLE ON ROOF. MOUNT ON MECHANICAL EQUIPMENT. i noC -r I O/IV 5 1 N THE 1=I EL-D. TO SUSPEND END OF LOWER COOkDINATE WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. FIXTURF FROM UPPER i FIXTURE WITH JACK CHAIN. 16 EXISTING LIGHTED FASCIA SIGN BAND TO REMAIN FOR FUTURE USE. SIGN BAND WILL GET NEW METAL FASCIA. ELECTRICAL oCONNECTION TO REMAIN FOR FUTURE [" •�� USE. - F' SFRIFS FIXTURE, TYPICAL. 17 EXISTING LIGHTED FASCIA SIGN BAND TO GET NEW SIGN FACE. ELECTRICAL CONNECTION TO REMAIN. 19 r 18 ELECTRICAL CONNECTION FOR NEW LIGHTED FASCIA SIGN BAND. COORDINATE WITH SIGN SUPPLIER PRIOR TO ROUGH-IN. �+ WALL WASH OVERLAP MLTHC�U •`s WA C -_. .__.. 19 NO NEW OR EXISTING FASCIAL SIGN BAND. METAI. FASCIA ONLY. NO ELECTRICAL EZ NO.SCALE v CONNECTION. (20 ELECTRICAL CONNECTION FOR AUTOMATIC TELLER MACHINE. COORDINATE CONNECTION WITH SUPPLIER PRIOR TO ROUGH-IN. 21 OUTLET FOR AUTOMATIC TELLER MACHINE SIGNAL SYSTEMS (DATA, TELEPHONE, AND TYPICAL JACK CHAIN. ,UPPORT SECURITY). COORDINATE CONNECTION WITH SUPPLIER PRIOR TO ROUGH-IN. FROM STRucrunF. PROVIDE RACEWAY CONNECTION TO AUTOMATIC TELLER MACHINE. 22 STUB OUT IN CEILING SPACE ABOVE SAVINGS AND LOAN TENANT SPACE, AND _ TERMINATE IN A JUNCTION BOX FOR FUTURE CONTINUATION. I�r�MAI WI=C NORMAL POWE�z 1 z 120V 20 �fP�O V 3� 0 EI"IERC� (rNGY I OF TO RTF-3 i W POWER Izov 9410 NoI2r�Al. W CC 1/2110, eavI,'F_IR — # O to 13 2 � t 7 ' SERIES FIXTURE, fYP. . I,G 1' I0 1 2ov 0 T 3 N f. -- y WALL WASH OVERLAP ML- THUD l.r�' /'�( W �--C c NG SCALE 4 15 TORN ' 3 � F- Ic,o, 7 j a 10- UJ L _ _ _ DOCUMENT W °� GLAZING G r. (� p 21 I W < t� a E2 J j i 3 In C a N W o - SINGLE GANG MASONRY BOX, RACO Q-0 1 '�N0 695, MOUNT HORIZONTALLY, I � H - � 1t\ � LL < � w) ' CONCRETE CURB - w I I IIPLEX RECEPTACLE WITH STAINLESS M • r� � — E TECCL COVER. n;: r xJ L ,g-, NORTH E-T , I • • �� -J SIiDWN Otil 17RAWiN(�. 2.-67 SHELL 159UE EXIE1110A OF VESTIBULE —I LL� INTERIOR OF VESTIBULE E FLOOR 2 SOUTH ENI R,I 'z/VEST 13L1L- E. PLAN -P0_,/WER4 � IGrNAL Io NO R I"IAL ROW E� I \ .•,i NOf�MAL -_2WErz 120V N0KN1A1. RAWER 277 V 2 �M ERC->t, E WC.Y- © OUTLET AT C� i4"iL'i (2 12cV 2 iyncAL 3 'TYPICAL IJORMAL POWek ©PoWE1'� NORMAL POWF_R ;�lo '. E'Z No SCALE -- ----- © 120 V - *10 27 i vT(P ICAI_ 2 120v V ! _........ ......_..... ... 15 10 _ _.. - — _ i� "I " "igp ` »l0 12,14I1p I - C �4AI4 I i I I II I, ' qr1, 1 A•AI 10 °1 0511 114 V-91 14A10" f4A100 KEY PLAN 7_70-1 . 11 -- 1.___ M II I _4A1Un _... .__.._.. �. _ + .k , Cheek"ft to I I 4A I _- b II II IMI I 13 I� a 10 if to tl --1�- -- _ ►.i w. on. ! 10 �' "AA12� I ---_- I B05 „ 12 ii Gr 00 67 I �:ZL rZ? Ila 00 1CaA0111 000 TOM I CA LA !kA10` 4.A10 CONTACT MARK A. A001_F A 7,6A " —�� 4 '50J 241 -199 3 i Meet Me. l PROJECT NO.: 87071 7t6, I`f 1 t h' NORTH E2�— L/V E i l,r I C E I L I NU PL AN-AREA 11C.,- L IG I-II I NG R I 67 �2 ve=-; _011 r_ 015 yi ----- __ ... --mss. _. 1 ��...,..-_' . - - •::.. .•..� sw..n.,...+..r.ric.M..,-..«.....,. a.+..-...—._.. - 4 f r , ,. 111111lI111f111I1111�11I11}111'IIIlI111I11111I1I11111I1I1lIIIIIIIf111I1I111I111�1111111I11111t1I1111111I1111!Illll!11III1111111)11111!IIIIIIItII11111f1I111IlIlIf111111IlIlI111I11111111111I111 ' "' .'""" ' 1 r NOTE; IF THIS MICROFILMED I Z, 4 J 6 7 8 9 IID I! !! 12 DRAWING IS LESS CLEAR THAN —" - - --"—�� THIS NOTICE, IT IS DUE TO THE QUALITY OF TIE ORIGINAL DRAWING. OE 62 92 42 92 S2 11P EZ 22 12 07 61 HI L1 91 S1 bl u1 21 11 01 S 0 I� (Ii S b c I"• •^ e;Ilunll:nluulnnluNlUuInNI1UlIHnIHIlII11111111IIIIlI11hI1U11►LIIIIIIILIIUINIIIIIII�IIIIIIIII!IIIA!IIIIIIIIIIIIIIIIIIIIIIIIIIIl111IIIIlIIII'IIIHIutIIIIIIIIILIIIIIdIIIIIIIIIIIIIII11IdIII IIIIIII ut"III1111111:11d"IllmuIIIw1,IIIIIuI1111I1)1!III I1II111I1111I11UI1111 MAj.�� 1 3 J990 �. a 1 INSTALL SALVAGED IN NEW CEILING lO MATCH ADJACENT WALKWAY LIGHTING. CONNECT COMPLETE TO EXISTING CIRCUITS TO WALKWAY LIGHTING ABANDONING DFMOIITION OF ENTRY. CONNEC! COMPLETE TO EXISTING SPARE CIRCUITS IN EXISTING BRANCH CIRCU:1 PANEL BOARD. CONNECT TO 20 AMP BREAKER (PHASING AS SHOWN ON DRAWING). BRANCH CIRCUIT NUMBERS ARE SHOWN FOR CIRCUITING PURPOSES. EXACT CIRCUIT NUMBERS SHALL BE DESIGNATED IN THE FIELD AND RECORDED ON RECORD DRAWINGS. EXISTING CIRCUIT BREAKERS IN BRANCH PANEL M.AY BE REUSED IF Of I K 10 12 7J THE PROPER AMPERAGE AND IN 6000 OPERATING CONDITION. OTHERWISE REPLACE 34{t 3!r � WITH NEW CIRCUIT BREAKER OF THE SAME MANUFACTURER AND TYPE, NOTE:EXACT 10 tl •,/ -- — - --- I RCU 1 T NUMB R c Y i l l R _�---- E..$��ISED AS INTERIOR Of THE jTQR�,_,IS BN1l dpDII iIONAL PANE PANEL BOARD, �..��9QQ�__.-S�iR1�4�1I�.6!<.�..Rf.�dl'IES�I�4.14� _ � II r--;-•�1- u —____I_I_—__II � II M �, /1•��O�I p ' A II Co A O 1 `&AO 1 CoA I ,4A 10 I•' _ -. _ ,__ n - it �3 STUB I INCH CONDUIT UP TO ACCESSIBLE CEILING SPACE. ' ELECTRICAL CONNECTIf" FOR TELEPHONE LIGHTS, IF REQUIRED. COORDINATE — --�- _- -- 11AAI'LII 5 ISA, uj CONNECTION WITH TELEPHONL PRIOR TO ROUGH IN. IF NOT REQUIRED, PROVIDE 1 11 1 I I II BLANK STAINLESS STEEL COVER ON OUTLET. 1 n„ � I� _ �- _ _ __ I I aA c +� I 1 � ELECTRICAL CONNECTION FDI; AUTOMA,IC OPENING DOORS, 1/2 HORSE POWER, 120 ��,, it,1 II -- VOLT. COORDINATE CONNECTION WITH DOOR SUPPLIER PRIOR TO il(X1GH IN. �I KAI I ® OUTLET THAT DOOR FOR SECURITY SYSTEM CONNECTION. COORDINATE WITH STORE �`-/ I FRONT SUPPLER PRIOR TO ROUGH IN. NORMAL R^WF_�Z l tlw gg1111 '! — _......._._�..___._- -. ___� _. 120 V �'1 ' I i�I��, I I -n---e,d--- U7 RACEWAY SYSTEM ACCESS THROUGH INULLIUN5 FOR S PURITY SYSTEM. COORDINATE ttw IIAAIn11 �, " tee ` q� il i�Apll q�}A1011 6 _� IU II WITH STORE FRONT SUPPLIER PRIOR TO ROUGH IN. I II I1' 11 +_1 4A08!i 1,0C5u u4AO1311 2� - -� It w10 L./ STUB CONDUIT SYSTEM UP 'f0 ACCESSAHLE CEILING SPACE. ' r w r U I 1�... •. .. .. �. - _ - --- w.. .; .: - _ x ;o .._._._.. .._..._. __ .. . ._.___.. ;I tic, I�u *,a, 40 O ELECTRICAL. CONNECTION FOR MECHANICAL EQUIPMENT-GAS FIRED FURNACE 480 -•-- 1517 1� VOL1,3 PHASE, 1 HORSE POWER. PROVIDC FUSIBLE DISCONNECT WITH DUAL. - - - 11i1 ELEMENT FUSES SIZED FOR EQUIPMENT IN ACCORDANCE TO MANUFACTURERS SPIGAL #10 5 © NO1eMAL FO'b1�/ER SPE%IFICATION AND NEC ARTICAL 430. CONTROL BY MECHANICAL CONTRACTOR. Z #Icy NCDRMAI_ PUWEI� 12oV ee COORDINA E CONNECTION AND EXACT LOCATION WITH MECHANICAL CONTRACTOR 3 .n.�I�L 2 Al to PRIOR 7O OUGH IN. NORMAL ROWEW 21 12DV 2 077V NORMA._ F'OWEIZ �? 38,40 10 ELECTRICAL CONNECTION FOR NEON SIGN. COORDINATE EXACT LOCATION OF EMERCIaNcl`r' FOWEr< 12G'�/ No1eMA� I�WER �C _ CONNECTION WITH SIGN CONTRACTOR PRIOR TO ROLMH-IN. 2'77V 120V VJ«• � Q I + z 11 NEON SIGN ON LOP OF COLUMN. j NOR(` ^L- FYiWF_R 40 < 1S 12 NEON SIGN ON TOP OF ENTRY PARAPET. 2 7'1 V I 13 ELECTRICAL CONNECTION FOR ILLUMINATED LETTER OF "FRED MEYER" SIGN ON #10l I Ll OF BUILDING EXTERIOR. COORDINATE WITH SIGN SUPPLIER PRIOR TO RgIGH-IN. NURMAI� FL^WF�2 14 TRAFFIC LOOP DETECTOR. EXTEND ONE CONTINUOUS PIECE OF N14 AWG "THWN" OR __ _ .r__.. __ -_.__ � — --_ 120�/ "USE" STRANDED WIRE WITH 3/64 INCH INSULATION FROM EXISTING LOOP H _ J -- DETECTOR CONTROL UNIT 1HROUGH CONDUIT, MAKE FOUR LOOPS 3'x12' AND ��____EXTEND CONDUCTORS BACK THROUGH CONDUIT TO CONTROL UNIT. LEAD-IN �( l I CONDUCTORS FROM COHTROI UNI'f TO LOOPS MUST BE TWISTED WITH A MINIMUM OF 3 TURNS PER FOOT. VERIFY EXACT LOCATION OF EXISTING LOOP DETECTOR � � 5 � I • CONTROL UNIT IN THE FIELD PRIOR TO ROUGH IN. RECONNECT NEW TRAFFIC LOOP I r TO DETECTOR SYSTEM COMPLETE. ADJUST SENSITIVITY CONTROL TO "L" LONG PRESENCE-TIME MODE ON CONTROL PANEL. 15 3/4" CONDUIT FROM LOOP DETECTOR CONTROL UNIT 70 WIRE LOOP AS SHOWN. --^ 16 OBTAIN THERMOSTAT FROM MECHANICAL CONTRACTOR AND INSTALL AND WIRE \ COMPLETE. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ILP ROUGH-IN. MOUNT 7'6" ABOVE FINISHI;O FLOOR. 5#I 17� WEATNERPROOF DUPLEX RECEPTACLE ON RDOF. MOUNT ON MECHANICAL EQUIPMENT. / i - T / COORDINATE WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. -�j o I8 ELECTRICAL CONNECTION FOR NEW LIGHTED FASCIA SIGN BAND. COORDINATE W1,TH +3 O'' SIGN SUPPLIER PRIOR TO ROUGH-IN. �- 99 NO NEW OR EXISTING FASCIAL SIGN BI-NO. METAL FASCIA ONLY. NO ELECTRICAL CONNECTION. 7 RTF- 51 ,w I T Ie ING -T'I?/AFF IG L_00f F>,XTURE SCHEDULE 9 ' DETEGT01z �N71eOL_ UNIT I ;YPC 1604: 4FT INDUSTRIAL "RIPLIGHT WITH 13 DEG. SHIELDING ANGLE AND NO 1141&1& + #10 2 I DELIGHT. SURFACE: MOUNTED. 277 VOLT. STEEL HOUSING AND �. t REFLECTOR,WHITE ENAMEL F-'NISH. ADVANCE 0 DEG. HPF, HLR/GLR FUSED BALLAST. BATED FOR LOW DENSITY CEILING. TWO F40 RAPID START #IO 1315 11 31 ! I " LAMPS. - ND12MQ,� PLO k 0 � NORMAL F-�W'EK , LITHONIA EJ-240-CW-271 �}P�UV 3�' © � NORTH ,, •.CIS`PRUDENTIAL P-202-48-RS-OOEG-277- NOIZNIAL ��WER 1 0\/ Z METALUX IC-240 ODLL ?.71 I v w E MA_rcH D IMEN510fJ Or- E:X I5T1� 0 LI HT FIX UFE INSTAL_L_,TIDNS. 0 TYPE 1805: SFT IHT. SIF' CIIIiP1_IGHT WITH 23 DEG. SHIELDING ANGLE AND NO I� � r I�� VE S-1 1 �� I _ pO�� I/- ��- r-, ('1�PIGAL_), Vn�?IF='f E-yAc`7" uj 0 RELIGHT. SWFITE NAMEL ,F SH. VOLT. STEEL H. HPF, AND I v EN `� U N `..�N ` J L/JGAT101�15 (N "?"HE FI EI D, REFLECTOR, WIrITE ENAMEL FINISH. ADVANCE 0 DEG. HPE, HLR/GLR FUSED ��.. BALLAST. TI!,r f96T12 SLIMLINE INSTANT START LAMPS. E3 I/gl I '-a U 1 G tt J Q F �I \ �• O LITHQ{`TIA. E,?-r96-CW-277 PRUDENTIAL P-202-96-RS-ODEG-271 METALUX IC-296-ODEG-271 F- h TYPE 4A08: ROUND APERTURE METAL HALIDE ELLIPSOIDAL DOWNLIGHT. RECESSED IN Z > O a a �... 3 CEILING. 277 VOLT. CLEAR ALZAK CONE. CLEAR PROTECTIVE SAFETY ` u ' GLASS LENS. WHITE TRIM RING. PREWIRED WITH FLEX, CON';T:C'rJR AND - � � � JUNCTION BOX. ADVANCE HPF, HLR/GLR FUSED BALLAST. UNE 175W MOGUL W BASE METAL HALIDE LAMP. h _ i . MARCO LE5.2381 � � Q � V No12N1A1_ PawEle. 231 I W C ALO M7015-750E-55050C 1' TYPE 4A09: ROUND APERTURE METAL HALIDE ELLIPSOIDAL DOWNLIGHT WITH QUARTZ � *lo I i ,� W Q a RESTRIKE. RECESSED IN CEILING. 277 VOLT. CLEAR ALZAK CONE. ►I � I � 3 a CLEAR PROTECTIVE SAFETY GLASS LENS. WHITE TRIM RING. PREWIRED I! �/ C � X WITH FLEX, CONNECTOR AND JUNCTION BOX. ADVANCE HFF, HLR/GLR FUSED �, BALLAST. ONE 175N MOGUL BASE METAL. HALIDE LAMP. , q H N �- 81/II �" 0 m HALO M7015-750E-55050C-Q TYPE 4A10: ROUND APERTURE MET/IL HALIDE ELLIPSOIDAL DOWNLIGHT. RECESSED IN E2 I CEILING. 277 VOLT. CLEAR ALZAK CONE. CLEAR PROTECTIVE SAFETY GLASS LENS. WHITE TRIM RING. PREWIRED WITH FLEX, CONNECTOR AND JUNCTION BOX. ADVANCE HPF, HLR/GLR FUSED BALLAST. ONE 25OW MOGUL BASE METAL. HALIDE LAMP. MARCO LE51S381 el101Z I 1 -1-15-7 5HE=L-L- ISSUE HALO M7015-76OF-SSOSOC w w� I I' , TYPE 4A11: ROUND APERTURE METAL HALIDE ELLIPSOIDAL. DOWNLIGHT WIHT QUARTZ ►�pLgMAL POWE►2 Q1,4,4EZw I � RESTRIKE. RECESS►.D 1N CEILING. 277 VOL'. CLEAR ALZAK CONE. �,�V �� 14A1011 CLEAR PROTECTIVE >AFETY GLASS LENS. WHITE TRIM RING. PREWIRED WITH FLEX, CONNECTOR AND JUNCTION BOX. ADVANCE HPF, HLR/GLR FUSED 1�IJRM.4L_ POWER #10 -- ? to ,1 BALLAST. ONE 25OW MOGUL BASE METAL HALIDE LAMP. I20\7 �.- c � 4oku AA 10 IyPfCAL � MARCO LE513381/II -- {, HALO M7015-76OF-550SOC/q 2 NORMAL- �WER71,11 3v . Q / TYPE 4Al2: ROUND APERTURE MERCURY VAPOR WALI!IASH DUWNLIGHT. 120 DEG. CUT- � OUT. RECESSED IN CEILING. 27/ VOLT. CLEAR ALZAK CONE. CLEAR 'M� InO 1 5 �IAlO PROTECTIVE SAFETY GLASS LENS. WHITE TRIM RING. PREWIRED WITH � / � 3 -fYPICA L, \� " ! FLEX, CONNECTOR AND JUNCTION BOX. ADVANCE HPF. HLR/GLR FUSED / BALLAST. ONE 100W MEDIUM BASE WARM TONE MERCURY VAPOR LAMP. MARCO t / I �M�KC�ENGY POWER Flo13 c HALO M1600-540-24610C `/ I I 277V - LIGHTOLIER 33923-AO-VARIANT 120 DEG. 11,+Ab 1n TYPE SA03: MST TOP MOUNTED HIO LUMINAIRE. 277 VOLT, ONE 40OW HIGH PRESSURE C3 j X141 KEY P L A N SODIUM LAMP. SQUARE EXTRUDED ACRYLIC ALUMINUM HOUSING. SPECULAR ;,.Q © NORr�IA1_ powGlZ 1O t1 i 'M ALZAK REFLECTORS. IMPACT RESISTANT CLEAR TEMPERED GLASS LENS. �� I I 277V �p'y__ y; � I s TYPE V LIGHT DISTRIBUTION. 100% GASKETING FOR WATERTIGHT AND BUG- UP TO !C F--2 � 1'I II 7 �4�lloII/ oil i �p I � Drown by cA.ot«B. TIGHT CONSTRUC1lON. ANODIZED DARK BRONZE FINISH. ADVANCE HPF, 7 t�+ HLR/GLR FUSED BALI AST. - _ KIM 5:,Q-117-DB-E 3o TY I E 5E04: SITE LIGHT FIXTURE POLE TO BE TAPERED SQUARE STEEL WITH NO VERTICAL OR HORIZON-IAL SCAMS. OVERALL LENGTH OF POLE TO BE 35 FT. �--�- 120 V 10 RATED FOR 100 MPH WINO LOADING. PROVIDE HANDHOLE AT +12" ABOVE - - U�A1211 � BASE. PROVIDE POLE TOP COLLAR TO LIGHT FIXTURE SLIPFITTERi32 1I .4A{D Pe e ADAPTOR. IRON OXIDE RUST INHIBITIVE PRIMER, EPDXY BASE PAINT TO r �7 �trj ' BE SUPPLIED BY POLE MANUFACTURER. PROVIDE COMPLETE POLE ANCHOR ----_ _ NORTH - � E�(ISTINC� PANEL i7n ��0 1 _ - - -� BASE AS DESCRIBED BY DETAIL ON DRAWINGS. I s 32 la 12sheN r---- : - 1V d p�-H � VALMONT N0. OS-2007.13E350-P2 w E 25T �.NT►�f \/ �5T E3 U L E era � �- !- - - � TYPE 6A01: CEILING 140UNTED FLOODLIGHT FIXTURE:. 211 VOLT. BARN DOOR SYSTEM ' [ 1 FOR PRECISION GLARE CONTROL. ALUMINUM HOUSING. DAMP LABEL. DARK � I 1.-7`�N - I O V V� � �I� � L AI E. u U • - BWAZF. FINISH. ONE 70W METAL HALIDE HQI-TS70 LAMP. ADVANCE HPF I ✓ f `1 l_ c I I p� /� ^ C n W E -{ E3 HLR/GLR FUSED BALLAST. AIM AS DIRECTED 'BY ARCHITECT ON FABRIC SUN �— 1 CE � L I NG ( L A N-AK A IJ LIGHTING CONTACT MARK A. ADOLF' y11 SHADE. CONTROL VERICAL LIGHT ON FABRIC WITH BARN DOORS. I SII: +.p n -_ , KIM AFL2-70MH277-DBE-BD/OBE-WM/DBE-FUSED 1 E3 ygllyl�,.Oq I *0� 241 - 1993 .: - ..,-.. .r.,wr...�.wrwil�,...r•'.-., iM�M"f"IYYW.'=nMt'wIWWM"�f+4tl._ ... r+w..+,.•+....w.. ..yn. _ ...Y'w,. 11111►IIIILIIIIIIi111III}ELI'I11111IIIII�III�I'I111I1IIIIIIIIIIIIIIIIIII1111'�111I111IIIII111I1111111I�111111III111III1111111I1111111I11�1'I'I'I'1'I'I'I'1'I'IIPI111Jill 111111I111111111111111 ..- NDTE- IF THIS MICROFILMED _� I __ 2 3 r.a.� 4 5 6 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAI DRAWING. Of 6Z 82 LZ 9? S2 b2 E2 22 12 OZ 61 dI LI 91 SI bl LI 21 11 01 .I 6 9 L 9 S b E 2 1"•°'" / ,nIIIII111NIInulunlnnln11IH1111N1I11111NI1I1111I1111III1111111I1N1I1111I1nIIIH111U1II111I,�UII111IIIIlIII�IIIIIIIIIIIIIIIIIIIIIIIIIlI11NIIlIlI1111I1111IIIIlIIIIIIIIIIIIIILIIIIIIIIIlI1111IIIluIUIIIIIlIL1U�1WIlIIIIIluIWI�llIlIII1lIlllIIIIIIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIIUIIIn , MAY 31 ^�r iC\�R�'�PRGif�\ _ QA4 p C7 13 r � _ _ ._ 1 I I � I I . I I I I 4i I I l I I I i t I • H I I I 1 z w Lu CC I a cc I; • I r,. to 3 1 ( _ w ,d w _ cr. a � W o u v G� I W a z y I W 0 I cc Q � 0/4LII. I I f I EXi5TIN(, Gi1,�, PIPING I -- ----- -—+ RUN GAS PIPING ON ROOF DECK. PROVIDE 4X4 PRESSURE-TREATED I I G(')NNEC'r NEW I" 3A'5 UNE Tc , WOOD MOUNTING BLOCKS OF 12" LENGTH AND STRAP PIPING TO BLOCKS. ExI5TIWv 31' MAIN Ar R:ooF J015T5. STRAP SHALL BE OVERSIZED ONE PIPE SIZE TO. ALLOW 112" CLEARANCE I SHELL ISSUE: 1.21 87 ROUTE NE_H I" LINE Uri THRU AT SIDES OF PIPE. PROVIDE 18" SQUARE ROOFING MAT WITH EACH I , I GOOF ANO AL.ONf.; IW51DE WALL OF MOUNTING BLOCK; HOT-MOP MAT TO ROOF; HOT-MOP BLOCK TO MAT. PARAPET. S1EGURF_ VIPING 1v PARAPr-T WITH HAN69R5, LOCATE EACH BLOCK AT CENTER. i lI NOTE: c.oWrKACTIOR `,iHALL ADE,ZUATI=L`r' PRG"TEGT ANY PENETfZA"I'IONt OFI THF: PARAPET 50 A5 TC !"li'JkH ROUTE I" -TO - THF_ " -:. . IT5 NEATHER.PR OOF IN'•rE A<!r, RTF (_250 MRH) .1� z w I q Q _ _..__ _ 77.7. 4I•xx, y %4^ , p L hX15TINC, A5 METER KEY PLAN P-�R17i- T bJ,/ GR(.2P pUW N TU LU F"TH r u� rx I�sr Ga►�vrT Ian1 S I{ towy Drhrn my Choked 9y SLG SHr Job me. Dole y - Imo— Ep5{E OF ��OF M1MS TIM -A1ZF-A G r7CA PLUMBIND 1� n 1 I M.o1 Nb. 7 m-3 'fM•sj NORTH Qt/ vv ■ �' ■ PLUMBING Of el _...... ... _ - �,. ..._ .' � -':.,:a�t�euelw- ._ .ww.-- _.�-�:..s3�IGt:t .,J.w.c.r_. _--•-•+-,,r-- ".."�P'.'^" x" � .+,.r+.+�w.'.' '�"�, -wlc�a+w.�e T_ - - - - Y !1111111 111�j11 1111111 111111 IIIIIII lIIl11l 1111111 111111111111111 1111111 1111111 1111111 1111111 1111111 1111111'1111111 111111111111111 IIIIIII IIIIIII 1111111 1111111 111111111111111 r NOTL: IF THIS MICROFILMED ►.- 2 3 - 4 -- -v5 6 — 7 9 10 11 12 -- DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO TI-C QUALITY OF THE ORIGMAL DRAWING. — � Of. 62 92 L2 9? S2 b2 C2 22 I7, 02 6i RI LI 91 SI bl c 7,1 II 01 6 B L 9—S b c 2 I"•"' ,lllllllllHlllulllnnlnnlnRll'HII!n{n1111111111111111111111II11111NQIlIIIIIIIIIIIIIIlU11111�JU1111111111111I11111111IIIIIIN11111111111)t1111111111111111111111111lIIIIIIIIII11111111111IIIIIIEII1�N111:uduu�wlnn�Imiuuluuluu�►ulllulluu{uulurlull{nnhlnluuhnl , MAY 31 1990 lo I - -- NEW 4" R00F DRAIN / (-TYPE J,R SMITH NO. 1010) i ROUTE 4" STnFZM DRAIN FROM ROOF DRAIN • ,-,—ROUTE A5 HIGH A5 (0f»II 1 E -THEN DOWN IN COLUMN •TO 3ELOW C~L:. 21PING INSTALLED IN _ Y-- -- — LQLUMN -r,-) W- WRARP9J2__ JCn:i ELASTQI"1LK L— I --' - - - — _-- ---- , TUBULAR INSULATION. —I I � I ' • I ..... ---__....._-:... .. ... .. .... NEI•J 31' I00F PrjAI N i (TYPE J.K 'Wr-FH NO, 1010) ui I � I _y_. . _........._._... i q (-O"(31NE 9N AND 8" j fcJIZM ORAIN5 FROM I ROOF 12RAIN5 AS HI(-7H AS P05513Lf: ANp J - ___—ROUTE 12OWN IN COLUI-114 To r3ELOW GRAp6, --EXISTING all rtOOF uF{AIIv Tp (3E i p J; Tl-IEN C-ONNECT TO 8j1 STORM LX?AIN LINE fZELDC-ATEO �AI'f'KU) IM/t,TELY AS R 5Ef�VING EXI51'ING ROOF PRAIN, Ill1)ING I SMIL`WN), \/FRIFY WITI,4 AR.CHITIECT. a to INSTALLED IN CO�_UMN -IC) r5E WRAPMu vJITH p AN E:t ASTOMERIC, TU13UL.AR IN6ULA'TION• I I Y 1A SOLDER LEAD COUNTER FLASHING t" OA-5 1_IF' T►-If�u - MINIMUM 4' OVERLAP rr COLLAR TO COLPI LNG ROOF tb KTF I:2'JD MRH) I Z � `aEE DETAIL 2v'M-4 u t v, TOP Of ROOFING – LEAD FLAMING (3LB) ' It ftf� —HOT MOP FLASHING TO ROOF I- . r H"r-1pvH r 1I , C!a ' t r,A IN, E,+ C-AM' / .: �, I r ._ � N 1-�yi q' STORr�I ,I)kAl f•I I �� p'��C^�/ tiK�nF As �r�OwN e Tn -5XIeiTINlq �) 2 GAS PIPE ROOF PENETRATION M 4 NOT TO SCALE I \ I I ' I I I i I ' r 'GAF' 2i1 GAS fN CEILING SPACE FOR FUTURE CONNECTION. I ~r z I w W o �+ Q N ° '� 3 I W 2 a CC J. W O U W C 0 of �• N W N- (f LL r_, I 1 I SHELL ISSUE: 9-v-51 1 j ( I' GA5 UN -THFKU / ROOF TO RTF LZ.50 M13H I 5EE DETAIL 2/M-4, B C. KEY PLAN 11 Drown 4 cA.ok.w�T CONNECT NEW I" Tb --- EX15TINv 2" UNC AND I n 5LG SH EXT$Np IN GEIL-INC7 `)PAGE j I _ O Job Me. Do" e AS SHOWN Moot TNM TK__T I L AMEA, ' r- PLUMBING r . 1 LINE IN CEILING -----�--I SPACE NORTH ' I ROOF-TOP UNIT I40 PLUMBING Qr17. 7 ` M 4 1 1 Of 4 ,,. ,eco ;�a� ,,_ .....,,:_ ... ,.�...�.___:._..__....._...,.....:s�:..�.:::::.�_........_..-._....,._ _ ______... ►�,. ,.,..u.,.,,,,W,w«,,,,-,,,.� � d � a ,. !1I'11'''1111�11IIllllt'I11�1111I1t1I111I1111111IIIIIIIIIIIII!IIIIIIIIIIIIIIIIII�IIII111I1111111IIIIIIIIIIIII!illilllll!IIIIIIIII1111!IIIII11111IIIIIIIIIIII(IIIIIt111111I1111111IIlIIIIIIf!11111 � ._.. , � .........,_^---.-�...,.......,.,.., .,., � : . . , NOTE: 1F THIS MICROFILMEp -._.,.,___I 2 3 4 5 6 7 g 9 ID 11 12 DRAWING IS LEES CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, :so OE 62 02 12 92 G2 02 f2 22 12 OZ 61 131 LI 91 SI 1171 EI 21 II 01 _ 13IK �nllnnlunluulunlnnlnnluulnnln1II1111I11UIIIIlI111111111IIlIIIIluIl111I1111INI1I1111�jIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111)IIIIUIII1111IIIIIIUIII111lIIIIIIIIItIIIIIIIIIlI1111IlIIIJ!IIllllltllllllWW1JIIIpl1llJll'IIIIIIIIIIIIIl11JIIIlIIIIIIIIIII1111IIIIIIIIIIIIIIIIIII/II111 MAY 31 J990 ' 1 � I rn3,7 I i!J A It IlD Z N 9 . r I r. � . c z f 0RR • V uj n I �. 3w 4, 0 -� 49 I- -� ; a x a V` I � Z V LLI a W H i •%� LL. � MolMrlr� i 1 i SHELL ISSUE: 9.21.87 f Rl1N ALL. DUGTWURI<--- !N CEIUN(2 SPACE A_-, 1 3 H I VH A5 P05510LE.. X � A r� ��- � 3vK iq SA Q RA UP ANL. '• ■V■ THKW k) 'F- Tv RTF-�D VU 41. 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' F f'I , _................ T UP 11° 3000 1 • 11 :ANNECT 30X14 "TU—/ � _ _.�_ v� __ .�---..__._..—..—___._._._-��—.._ t. 36 X 12 -TOP Or- (EYP. ROAR D NORT_h ENTRY 1 00 GF Ibi Aj A,r% PLENUM. SEAL AIfiTIGHY. VE5T113UL[ f -2ux12. 10-ft 40 EQUIPMENT' SCHEDULE :30X14- ?.0X12 'inSYMBOL DESCRIPTION SERV'. P U �NG/LOCATION ELECTRICAL p 6- i t o HKU RO, RA GDU(--r!5I OOF TO – '— –� RTF• rF-I -TRAN51Tl(>J A5`` I REQUIRF�V. ! Rl'F-1 ROOFTOP FURNACE, GAS-FIRED: 3.000 CFM AT 0.6" E.S.P. AREA "D", NORTH ENTRY 1 HP @ 480Y/30 V19oo I I � 250 MSH INPUT; 192 MBH OUTPUT. ON ROOF I I TRANS GRNC-025 WITH BOTTOM SUPPLY AND RETURN. -RUN ALL. DUCT- i RtF-2 SAME AS RTF-1. AREA "D", EAST ENTRY HP @ WORK IN CEILING 480Y/3e 1 5PAGE A5 I-il(,u r A5 P05501-E t RTF-3 SAME AS RTF-1. AREA "I:.", SOUTH ENTRY 1 HP @ 480Y/3fd I ,rl ; 1 1 I r•- r , it • 1 { V O � LLI u z � O cc Q o !— 0 h 1 � a © J x Q 1 � >- i v i W d 0 a ;� ..... + Z � ; i .104 ILLII C� fox 14 -_�A F kA UcT--- a I 11P 9 T4KQ FVO- - 1-0 R7c-9. 1 N Rc.�F ?kAWS!71 0N AS KE J!rP_U LL 3Gx 14 SHELL ISSUE: L_ f<)N AL-L ULK-T WORK — IN GEILINri SPACE A5 HIGH A5 POSSIBLE. OAC 12 i 4 II 1500 LIFI- lr-0 EA5T ENTRY • �J�dI'4 --- VFXiMULE (� � � K `" Y PLAN – I � Or"m!p Chm*ed!p k _ SLG GLE a� lag-2�•a� - All – M1N1 Taft 03,owN N rURcEG Loow i'LA1.1 W,%.L, WITH FULL AltEA P' HVAC~M '512E.D 1'KANSITI0*4 7AA I fo U P 12" �MO i v oI NORTH ,e•� �� M. 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W D L.1�., �rE � 4 I bCT-RIPE ;N f.Pb>� j LO�Isr I aN� I 1 � II I LJ FLisoi OF 51[,KJ "YOL r SIcrJ ELE�.'�TIO1J GENERAL INFORMATION •'PE OF FACILITY- F —L�_E`�+e "1 L__`�Z� H orJ D I Gt>rP P�•D PL�(�I�-I fvG `MGN 2 0 �J C�"f" _�:.�.= / j -�- -- - - - � cooa: � BUILDING CODEISI ZON"IO ORDINANCE LAND USE ZONE _ ---------- CONSTIIIICTION TYPEISI -_- /6F EXP�NSION JT f1Rf SPRINICLFR FULLV X NONE❑ PARTIAL r 1 % GCMG• (�g& W/WC 0'I� -59-00" IIti11bjI-I PARKING ' 'w� FIND ' 11,L STANDARDPl OUIRfD I'2 P STANDARD PROVIDED /4 Co NG Vyr-p- COMPACT IILOUIRED N _ COMPACT PROVIDED . III �' I WOOD FLO&r MIkj / HANDICAPI•PGnF001RED-.._.._�_ HANDICAPPED'ROVIDE'TLdN�g�i0lpIlNlLI TOTAL REOVIREO W TOTAL PROVIDED - _SC.-__ 1�u �,p p toy rtol�rmot 1]FNRA ti CIIM�/ti / PARKINGRATIO S'�_-___ SPACES1IODOSO FT GROSS FLOOR AREA TyP I l I7 NOT APPLICABLE \ / NORTH AREA COMPUTATIONS -- Z' BUILDING - ��• or AGREA ISQO�ffl 1 X Of SITE °tl � ��• t� GROUND FLOGRIPnme u.el 1131oS 211��J -1�AG - -_ _. --__ �n -, t RaD TY OF 4,� I�y a-.2 -87 W C TENANTISI p _ 11 E TOTAL GROUND FLOOR IEnGoee'll I�C7 I - �N TRAM r2_ 1 � �.--• 1`� I� OTHEPF,OORS _� LAN.� I I•IL/ -�I"�I ISASEMENT _` 1v - _ P • � J C> __.-i . - -- - ' MEZZANINE,SI .._L'�� 0 -0 O O 2nd FLOOR fir._ _ `��-1 ✓0 r , ADDITIONAL FLOORISI -� Go TOTAIONAL LOORING IEc1°.•� HZ•G.4S,Z'w 11 +1 SILL. I.JND$�L -APPROVED FO CONSY UCIION _ ROOF AREA _ () y7 I I" e4 I L LIwG-1 E R FSH la►�wl.la LOT ePMI- b�,y5o`i•,PF•� r Pc.�I N�I MkM1 w. LANDSCAPING �%O 1Jv PLANTING AREA ti PEDESTRIAN AREA �� \ - -- TT GOUT T�..b PERMIT N0.__�� __ SITE ADDRESS- PEDESTRIAN F I TOTAL LANDSCAPE AREA -44 1110% BY TITLE DATE _ PAVING �1 �- - .._. M PARCEL 1 IZ ACRES)�g+.- v 'SSR.FT• ENANT PARCEUSI l .._._ ACRES), UNDEVF `f /� I� Kn �.• I� I 1A }rte -TOTAL __ACRESI_p"I!j ST IN PLAC� r-0QG C- J L ) `_ O,`I�.r GU'\� `� P1..►�"`I��•-� fOiAl SITE I 1 Z•�}�._ACRES) �.�1� 1 mtowlI-4 ��rG�l' �r I 11A1! II•�;I - ��.—. 'IaICH r/+FKF+M�� l!� f lhl12f�R OPf t1✓ �11✓ti'I[� a S L .+3--a•Mt .�:,.�....•.;:....... .__.. -...p,„,,,,,,,.,.- .,o».• -. .. ,.,.»pT,.r--._.., ..FAi. ' .w..�.n w..rw...w.._- ., ..r.1 .*a ,m•a•IIS�.-.Ie�tr �It1.�A�l�.!"IINww.....-_ ....._ - _... _ w. .__.___..,, _. .. .. ,. .. 1,,._. .rrlF.,.-...�.."yur,e,�,,,.,,W,I� ,,._....._-_....«._..... _..._.--r•r�s•-r: ._ ..,,,,P,,,.,.I„�,y11.- *+i+a:. � ... _..w�+-.!w•-.. ..�...,.r,..._ ..,...wll..... � "�+. 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II 12 DRAWING IS LESS CLEAR THAN -`- `----� TFIIS NOTICE, IT 1S DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - - - -- -- --- - -- - -- OE 62 92 L2 92 S2 b2 F»2 L2 12 07 61 91 LI III SI bl E:1 21 11 01 d 0 L� 9 S b ,►IIlIIIIIDIIlIuIlNDlnNIN1��111111111IlIllIIIIIII!IIIIIIIIIIIIl1111IINIlIUIlllll�il1111HIInur�,llllulllulln!IIIUIInulullllllll1111111t1IIIII�III�Innhrnhlnluultutlunlnldlulluuluuluuluu.�wlulluWf111llUII�1111II111�IIIlII111IIIlII1111�1111I1II111111IlIlIIll11 , MAY31 , 1 g90 . ... _.,,,,K_ .__� .,...,�,•,.-.r _ .,. ._._ � -mow, .__.-.. ...._._ - E - . '+may v �'• ' lAF/ _ V AAL ----NEW 40 ROOD oKAIN 4 (-rem J,R9MiTH No. Icro) 12nI1TE 4" 5TOKM DRAWN FFOM CZOOF" CA?ArN • • I I A5 H16H A5 R05611il E THEN CILMN IN ('<)Ll1LMN TO 3ELOW C4RADE. VIRh i IN5TALLE0 IN • — __ LUL 11P1N.._Sp LAC WHi1QPE['I_le)L� F-1�93 Trll`�K IC-_._ _ —I _ 1 TUBULAR INSULA'Tiow I� I • I I i NEW 3" ROOF G I'iAI N ' I /� (TYPE �R, 5W11TH No. Ipso) I / t i r - .. 30 `� I_n�1gINF J" AND 8" 'ii-ORM DRAINS FRJI-1 I KOOF P"N6 A5 HIL H A5 P0551131.E AND Jfi+DU'fE DOWN IN COLUI-M, 10 BELOW GRADENBAU , I - E)"6116 " ROOF ORN 1b 06t � O ~ c Tl-IEA1 LONNCnCT TO 5" 5'TZ'RM DRAIN LINrm I4 I REWGA7E0 CAPPKoxIM,4Tg44.Y A5 5EIRVING E)05TING ROOF DRAIN. PIPING I 51-40WN). VERIFY WI7" ARCHITECT. O I N STALLED IN CO I_U M N -Tt7 1'# W RAGA-D WITH I V. I r AN tLASTOMERIC. TUC3ULA INSULAT10N• I f SOLDIER LEAD COI�lTEA FLASHING I GA5 UP THFiu MINIMUM A' OvEFILAP— COLLAR TO COUPLINGaooF 1b RTF C26p MRH) I 5FE- DETAIL 2/M-t I v+ TOP OF PAWING. LEAD FLASHING (3LB) HOT MOP FLASHING TO ROOF I HI F-I I • I � ¢� - A .n Ir C c.A0 r .- "r ^ ti rUWM j�kAIPI (9M4 GAS PIPE ROOF PENETRATION . ING(�T• EE."clSrtNCq ZI 7 NOT TO SCALE I n I" II ' I I SU I I I ' I � I � I r i v z CAP 2" 3A5 IN CEIL.INCG 5PACE FOR FUTURE CONNECTION. it I� zo cc W i Z " f I' W d I __— �— _ SHELL Ic�SUE. q-1Hb1 I Z li 060, I I' G,Ab UV THF(U — R X00' TD R T F .;,SJ MEAN I I RE DETAIL 2/M-4. n I KEY PL,.AN v. r CONNECT Naw I" CCAS 'ID � �. 3L0 .9H Ex15TINV 2." LINE AND _ E xT1*NP IN G<ILjN6 IbPACE P) — n ( i ft il�b A9 3HOWN I A:i I . PrLIatmt AR 1A p .. L ExI5T1No 2" LINE IN GSIu1•K, I I �_ �xNltIN6 9Mw"L r4o p"i lOCTG Tt?p UNIT I PLUM3INGrIvw m 4 _ ,.I0.rr.R65 � 04 ' 111�ItIIItI N IIIIi11111111}_IIIII1IIIII11'IIIIIII'111tIII1�tlIIII 111111111111111IItII�lIIt11111I1111111!It1IIt,III,I,t,IIA,I,t,IItIIIIIIIIIIItIIIIIIIIIIIIIIIlIlI1lIlIlIl1lllllllll1111111111111 .rr.,.. - ir+ Mss..w,,.�..,......._.....,.._.:... � .. NOTE: IF THIS MICROFILMED 2 3 4 �+ 6 7 8 9 t0 It 12 DRAWING IS LESS CLEAR THAN —' -- -- THIS NOTICE, IT IS DUE TO THE QUALITY OF TIE ORIGINAI DRAWING. 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M1141raw- ...__.___._«r .......�... .wrr'L- --- «_.r.,ai.-r..�_� .., - rrol ) \ 1+Z vq. 11 11 ' III (� i N �✓ r,� f .t •:- . .. _ 44, h1I I oie.. • U 1Z I IbP OF GYP. HOARD I ' T� u AIR PLENUM. 59AL NORTH RN"IRY 00 U } _fin lull _ ' AiRT+GHT. I VI-m 911( JLE �I I - - fc,Xt2 � d I I `ll � 'I I EQUIPMENT SCHEDULE 3OX14 JJ11J � —?iOxIZ �- I 10 X 14 5A d RA DL1C,T5 1 SYMBOL DESCRIPTION SERVING/LOCATION ELECTRICAL UP a. -1.1•,Ru rzooF w I � RTF-1 -fRAN5mC*,J A5 a RTF-1 Rmqu1RCD. I W 4 RTF-1 ROOFTOP FURNACE. GAS-FIRED: 3.000 CFM AT 0.6" E.S.P. AREA "0", NORTH ENTRY 1 HP t 4a0y/� d I 250 NN INPUT; 192 MIN OUTPUT. ON ROOD T1fANE GIMOC•025 WITH NOTTOM SU►PlY ANO RETURN. I -RUN ALL DOLT- RTF-c SAME AS RTF-1. AREA "D", EAST ENTRY 1 NP 9 4M/30 WORK IN I,,E+LING I \ 5PAC.E 45 HIGII RTF-3 SAIF AS RTF-1. AREA "C", SOUTH ENTRY 1 NP 11 4&M/30 AS 13095101-.E I - y r 1 I I . i 1 It ,y q 1 ' . . TORN 1 f c" F- DOCUMENT ` a I� M� t UP- T4,0u F O RTF-L. 4 Tg*w:,i�n oN A9 RE:Q u I RAP, E .PO •1 q,_U„__„ Sox la i 91iNLL ('i�aUE: Of21-Sl 4:atf„. \ • Y ” 4 1,:,'.' ' `. �•, RUN ALL DUC,-f WORK HIGH AS PO"ISLE. I i VD3roXIZ, 5G-1 EAST CRY KIEV PLAN '30r 14 _._._., 1 ct' sl.a f31.E !M Nu, Oluur . I b7-I�► 'I-ZI-�7 a,Sox B I:A CXJC"S p w"" To' Dc"N nv rLWFwv WALL, HIr04 F1.lLJ_ F=L�:Y.>1N; I°LA►J rJ1I(iD TK.We I TION 4R��1fA "F7" Fi V Af;.-.•••.. • { UP It". y Mrllt IYON " 'I M ' " HVAC ! ,r,,, M t• E1 --=-• ". .'• .tll!' •. ..µ \ ....,.•....,,..- fw- ] Orr,.. • ...,..._,.�.,.. -•� -- L*1.,., �. .....,..,,..w..__......,..w..•....+w+Mitww�Yl�.+m,.•.,..r"S.we.:w.t�.. _.�, � � 1 • I I N I I I I I I I I � ) I I I � I I I I I I I I I I I l I ! 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