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13200 SW PACIFIC HIGHWAY-3 5 I { { :y u rYy � �1. 1M'G;i Ill:y l r a l From- Jamie Greene To: Robert Poskin Date: 7/29/98 Time: 1:48:28 PM Page 1 of 2 GENERSCHOMMER & SONS FAX COVER AL CONTRACTOR To: Robert Poskin From : Jamie Greene Company : Voice Number: 503.287.4646 l Fax Number : 684.7297 Fax Number : 1 -503-288.4734 Pages including cover page: 2 Date : 7/29/98 Time : 1 :48:18 PM y� MESSAGE Bob: We are proposing to use the attached detailing to provide the one hour assembly for the corridor ceilings in lieu of the detail as found on 6/A4.6. The essential difference is that we want to raise the lid all the way to the bottom of the sstructure. Due to the existing elevations and the conflicts with new ceiling heights, this will allow us to provide the client with the intended design. Further, we would use this same detailing to provide duct tunnels through the protected one hour assembly to the non-rated areas, thereby avoiding the costly installation of over 77 smoke/fire dampers at an estimated cost each of$965. This alone would save the owner about $75K. I wwouldappreciate your looking at this minor change and calling me about it at your earliest convenience. 4 %Vc are presently complete with the demolition phase on the first floor and wishing to proceed forward with the framing. Resolution of this issue is therefore very important to our schedule. Thank you for your attention to this matter. I will be in until 3:45 this pm and will be available for your call. i BUP97-0037 13200 SW Pacific Hwy. I of 21 IF THIS DOCUMENT IS LESS -TTF - I1I117TI1 1`7(T 111 .IIII I ( I 11iII1 I ( I ITT TTT I�T IT 111 1 lT TiI 111 1II 11 ! III I I III III III 111 1 � 1 TI1 1 1 1 1 T T 1�T 11i0l . 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Facsimile To: Company: -�s Phone: Fax: I From: Company: City of Tigard Phone: (503) 639-4171 Fax: (503) 684-7297 Date: I Pages including this page: Z COMMENTS: City of Tigard, 13125 S W Hall Blvd., Tigard, OR 97223 ** PLEASE DELIVER THIS FAX IMMEDIATELY BUP97-0037 13200 SW Pacific Hwy. 2 of 21 T � 1 1 1 -I-111111 1 l i l l l l 1 I 1 i i i I T -1 1- �. l i T l l l T I 1 1 l I 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I l 11 T 1 1 1 l 1 1 T 1 1 1 1 T 1 1 1 I 1 1 I 1 l l l l l l 1 1 I F THIS DOCUMENT I S LESS 17[ I i i1 � . ! � ! 1 � I ' I 1 1 1 LEGIBLE THAN THIS NOTATION , 1 Q 1 IT IS DUE TO THE QUALITY OF L. - --- 8 Q 11' 12 THE ORIGINAL DOCUMENT . 1, E 6Z 8Z LZ 9Z Z �Z �Z Z tZ OZ 6t gt Gt 9t 9t � i St z iT T 6 8 L 9 9 t ! 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Nc7v1d II I._._ 4,1 ORP. 114 1 I I 'f I t I I I O - l,•,'n - ---'1 I i 11 6:'9 Iw 1'' / I SIM I ► 1 ti.$ 1 I ►., l,v II I �-!- --- �-rat�ll�-t= -�:_--•ra_---�•t-_�� -_ Irl � III - L-_ __.__.___.._f r�=' .11 REiAOVE EXISTING l: II -t '-if, aFKlik•h 1- i.hKA•.h Z i,h'h F,.f' EDUAL la I �T - CA�WORK I N •• tpl• 1 fi� •--�•:r--•----- I- I t, i -� �`' I �I r --I �•+ � -! `{ � � -" � \� I .� (,., _� iIQ i�sirtu Iu I• - _._ I I 1 i ... --- I 1.1 _ • ' �� I I I A• II li •n A.or - /t.I� .�� n >„ I 1. I ` � _L J AT L: II elxr PROVIO ACC FSIBLE nfl� - I r t] r rpA,N.E Li_I LsJ I / rEp E rA4E c.,,.r _....... ..._ txYA / 1 --- r E ROUT / L� IGi rGter �; T I 11 / RIp Tc<E =_----A frttfTkr•C/ L_ --- - - I OP I 1 ,7 I i I�,f. �A�1 A F�.1A 1. 1. I z7 r. T 1s• t E �T L.,..,,.:,. 15Iy I: rt.. NANO I I I - E I, ui IATA F.-M J ChEw. I FLX#1 J L- 1 I ,,, L cFFICE '--I 115 I y I / Ef-4! I I t i / r,A.pllrER I �.:,..... -REMOVEU. � F - r•r r d h RGt�A J EXISTING TOILET FIXTURES, SIN I 9Y. 1 r.Y'tHJO 1C•AL. &A•M II,. t I 4.II'!Ib u r II CABINETS, AND PUS I I �pgr I try ' I LAMINATE PARTITIONS I / =- = - -- = AIrt.Alr AIIa =REMOVE PORiION OF EXISTING I 1 w II 1 ' PARTITION AS INDICATED I-I I p _ 9 tzun exAM a%MA E'.xAM /7 g - I M I ► ApprOVeri....... CondiClonaNy Approved.........................For only .1 • he f / Ur .l"+,.IU ��, PERMITINO�rk as eScribed��7 - T / -n, Nx See Letter to:follow. . ••..••, . . . . .� _- FIRST FLOOR DEMOLITION PLAN NORTHFIRST FLOOR NEW CONSTRUCTION PLAN ,obA�r ss AttBch.•••••o s� , f.l r l l l r 0 5' 10' I5' �_ _Date._ 1137 PROJECT L r NOTE. REFER TO SHEET A2.1 FOR FINISH SCHEDULE By NORTH GENERAL NOTES: � N M �R p� Iprn gpp� �� M Li E p TR p S�pLI ERS TN CONSTRUCTION A I U NEDITIONSN , Y H GOVERNING AUTHORITIESAl LSTATE DOOR LEGEND AND NOTES: 1• III E kAWI[fJ�GS �iA�IE 6��I EV I(�P)�NYANDENIQ�IFWiFICIQV4NER'IMMEDIALY OF ANYUIN ONSISiENCIEyS�F1WAEREN TtiESEUbRAINGSiAND ACTUALiCONDITiONS SERE ESE 22 AND LOCAL AMENDMENTS THERETO; AND THE AMERICANS WITH DISABILITIES ACT. '-0" WIDE SOLID CORE DOOR; HEIGHT, HOLLOW METAL FRAME, HARDWARE )hAWIIrJ G WIJIJ EE 111N(` Flkl Wry( II A ALSO NOTITFY THE ARCHITECT IMMEDIALTELY IF ANY WORK IrdDICATED IN THE C(INTRACT UOCUMENiS 3 �EF017E kOII,EEDIN WItH H I�h 23 THE 'CONTRACTOR SH LL L, AND FINISH TO MATCH EXISTING BUILDING STANDARD. r- THE FEDERAL REGISTER, FRIDAY JULY 26, 1991, WITH RESPECT TO THE AMERICANS WITH DISABILITIES ACT, STATES, AS SECTION 36.201(8) AS FOLLOWS: CANNOT BE PERFORMED DUE TO EXISTING FIELD CONDITIONS. Q 7 EXISTING DOOR AND FRAME TO REMAIN '(B) LANDLORD AND TENANT RESPONSIBILITIES. BOTH THE LANDLORD, WHO OWNS THE BUILDING THAT HOUSES A PLACE OF PUBLIC ACCOMMODATION, AND THE TENANT, 24,DEMOLI110N WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND ORDINANCES AS SET FORTH BY ALL GOVERNING N - - WHO OWNS OR OPERATES THE PLACE OF PUBLIC ACCOMMODATIONS, ARE SUBJECT TO THE REQUIREMENTS OF THIS PARAGRAPH, AS BETWEEN THE PARTIES, ALLOCATION AUTHORITIES. NOTE: OF RESPONSIBILITY FOR COMPLYING WITH THE OBLIGATIONS OF THIS PART MAY BE DETERMINED BY LEASE OR OTHER CONTRACT. am 1. REUSE EXISTING DOORS WHERE POSSIBLE. CONTRACTOR SHALL VERIFY THAT EXISTING 25.THE CONTRACTOR SHALL BRACE ALL EXISTING STRUCTURES OR STRUCTURAL ELEMENTS AS NECESSARY DURING DEMOLITION AND A. TO ELEMENTS � HARDWARE TYPE AND POST-PION ARE APPROPRIATE FOR r1FW DOOR LOCATION. 3. FLEMING W SMITH, JR., FAIA IS NOT A PARTY T0, NOR HAS BEEN SAID TO, LEASE OF OTHER AGREEMENT AND EXPRESSES NO OPINION S EL CONSTRUCTION. cm C, _ i 2. PROVI E HARDWARE FOR ALL NEW AND EXISTING DOORS COMPLYING WITH ADA,I OF THE BUILDING OTHER THAN THE TENANT IMPROVEMENTS THAT ARE A PART OF THE PROJECT. Z SIATEOSECTION 1109.3) AND LOCAL CODES I - � I� PROJECT. CONTRACTOR 26•THE EXISTING BUILDING ENVELOPE SHALL BE MAINTAINED IN A WATERTIGHT CONDITION AT ALL TIMES. � O 3. PROVIDE 20-MIN. RATED DOORS IN ALL 1-HOUR RATED PARTITIONS 4, CONTRACTOR SHALL BE RESPONSIBLE TO DETERMINE THE ON-SIZE CONDITIONS AND PERFORM ALL NECESSARY WORK TO COMPLETE TH E m --- - 1 � SHALL SURVEY AND DETERMINE THE REMOVAL OF EXISTING INSTALLATIONS (EITHER WHOLE OR PARTIAL) AS REQUIRED FOR AND COORDINATED WITH THE INSTALLATION 27.THE CONTRACTOR SHALL NOT CUT STRUCTURAL WORK IN A MANNER RESULTING IN A REDUCTION OF LOAD CARRYING CAPACITY (ossc, SECTION 00.,.8) I STOREFRONT, MECHANICAL, PLUMBING AND ELECTRICAL WORK. OR LOAD/ DEFLECTION RATIO. THE CONTRACTOR SHALL N(ITIFY THE ARt HITECT OF ALL STRUCTURAL CUTS PRIOR 10 EXECUTION A. 1-11 BUILDING CODE: ICBG / UNIFORM BUILDING CODE 1994 ED. OF NEW CONSTRUCTION AND/OR REMOVAL OF WALLS, PARTITIONS, , C/ - CODE STUDY WITH THEE 199 OREGON STRUCTURAL SPECIALTY COME SO THAT APPROVAL CAN BE OBTAINED [ROM THE ARCHITECT. -- - - APPLICABLE CODES: MECHANICAL: ICBU UNIFORM MECHANICAL CODE, 1994 ED. 5 CONTRACTOR IS RESPONSIBLE FOR ALL MECHANICAL, ELECTRICAL, Sr'I?INKLER AND FIRE PROTECTION SYSTEMS. WORK IS TO BE PROVIDED ON A DESIGN BUILD L PLUMBING: ICBG / UNIFORM PLUMBING CODE, 1994 EDITION METHOD. CONTRACTOR IS RESPONSIBLE TO INSURE THAT All AREAS RECEIVE CONTINUOUS EVEN AIR FLOW AND MAINTAIN CONSISTENT TEMPERATURE DURING OPERATION. 28 REMOVE EXISTING CONSTRUCTION AS INDICATED OR AS REQUIRED TO INSTALL NEW WORK AS SHOWN ON DRAWINGS. TYPICA! WALL d. m - ELECTRICAL: NFPA / NATIONAL ELECTRICAL CODE, 1993 EDITION REMOVAL INCLUDES FINISHES AND MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS CONTAINFD THEREIN. REMOVE CEILING FINISH ACCESSIBILITY: AMERICANS WITH DISABILITIES ACT, CURRENT ED., 6, CONTRACTOR SHALL MEET ALL APPLICABLE LOCAL AND STATE BUILDING CODES AND ORDINANCES. REVIEW BY AUTHORITIES HAVING JURISDICTION IS INVITED. MATERIAL AND FINISH FLOOR COVERING AS REQUIRED TO INSTALL NEW WORK AS SHOWN ON DRAWINGS. REMOVE DOORS, CASEWOPK, 4 L In 11 AND OREGON REVISED STANDARDS CONTRACTORS WORK SHALL BE IN CONFORMANCE WITH THE ABOVE. WINDOWS, FRAMES, AND OTHER FIXTURES AS REQUIRED. AFTER REMOVAL OF PIPE CHASES, PATCH HOLES IN EXISTING FLOORS OR TYPE OF CONSTRUCTION v9 WALLS TO REMAIN TO MEET ORIGINAL_ FIRE PROTECTION AND STRUCTURAL REQUIREMENTS. PATCH ADJOINING WALLS, FLOOR, AND OF EXISTING AND ELEVATOR ADDITION 7, PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER IN WRITING OF ANY CODE VIOLATIONS THAT EXIST WITH THE AREA y w USE GROUP: GROUP B RENOVATIONBEING RENOVATED, THE BUILDING IN WHICH THE RENOVATIONS ARE BEING PERFORMED AND THE SITE THAT SUPPORTS THE BUILDING/RENOVATED AREA. DECK AND PREPARE SURFACES TO RECEIVE NEW FINISH PER FINISH SCHEDULE OR PER INTERIORS' FINISH PLANS. (WHERE N W CONSTRUCTION CONTRACT LIMIT: FIRST FLOOR: 70251 S.F. VIOLATION SHALL INCLUDE ADA VIOLATION, AS WELL AS LOCAL, STATE AND NATIONAL CODE VIOLATIONS. FINISHES ARE CAILED FOR ON SURFACES, REMOVE THE EXISTING FINISH AND PREPARE SURFACE TO RECEIVE THE NEW FINISH SECOND FLOOR: 7385± S.F. OCCUPANT LOAD: FIRST FLOOR: 7025 S.F. W/ WAITING 103 1 = 112 PERSONS I w�Twe SECOND FLOOR: 7385 S.F. W WAITING 201 = 110 PERSONS 8, HEATING/AIR CONDITIONING AND VENTILATION TO BE IN ACCORDANCE WITH THE 1994 UMC MECHANICAL CODE W/ LOCAL AMMENDMENTS. PROVIDE FIRE DAMPERS IN q T,� FtA P Fra+ 5/e• hCrAwill 1 s N / DUCTS WHICH PENETRATE FIRE RATED PARTITIONS. PROVIDE FIRE/SMOKE DAMPERS IF REQUIRED BY CODE OFFICALS. ALL EQUIT'MFNT SHALL BE NEW UNLESS 1 i•tv rlpe WALL G w OO T+nrr! 5fC T`rFe A F>>' A E10AFTD TOTAL: = 282 PERSONS ' OTHERWISE NOTED. PROVIDE ENGINEERS DESIGN IF CODE REQUIRES. 44NS To�. st•At Vt AT cede cl O Lp1aTTQGT H AfGGRDATIGe wTm U De6d6fd 110 LMH !- LI_ MINIMUM NUMBER OF EXITS: OCCUPANT LOAD 30 OR MORE = 2 EXITS REQUIRED 0 NUMBER OF EXITS PROVIDED: FIRST FLOOR: 3 1 9. MECHANICAL CONTRACTOR TO COORDINATE HVAC REQUIREMENTS WITH EXISTING EQUIPMENT AND PIPING, ETC., THAT IS FOUND IN THE CEILING SPACE. ��//�� TirPTff rtw 5 5/e• V O sri m AT if oL +/s"brP51AY _ _ `:rECOND FLOOR: 3 P�rRa, wAueoA�v c� oam sas z MINIMUM CORRIDOR/STAIR WIDTH - 44' 1O, CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING HVAC SUPPLY AIR DIFFUSERS DUCTS, RETURNS, HANGERS, ETC. SEE SPECIFICATIONS. a TYPIr�AL Go" 5 5/0. 1111 6TU* AT Ir'OG wTTM 5/e'&M U COORDINATE LOCATIONS OF HVAC DIFFUSERS AND ALL CEILING MOUNTED ITEMS WITH LIGHt FIXURE LOCATIONS. mural w4LWW ON PM soe5 wlrn SAD(W"Arreorm IIATT5) E o 0 - - - MINIMUM DOOR WIDTH - 36' - exFsrEre, I1Abe alwNt rARnrar ro Ire �ra�v m I ONTRACTOR SHALL REWORK AND REUSE EXISTING HVAC DIFFUSERS, DUCTS, & RETURN WHERE FEASIBLE AND MEETS CODES. COORDINATE LOCATION "7 Q) -- - INTERIOR PARTITION NOTES: I 1 WITH LIGHT FIXTURES, CLEAN AND PAINT EXIST. EQUIPMENT FOR REUSE. exwrrrE, E�AQ a�E+Yy vARrrrar To ItDAAH <<?, �-��-•_-�'�i�--.ice 13_ -- 1 3 5/8" MLTAI_ '�T111); AT 16' U(: WITH 5/8" GYPSUM DOARD EACH SIDE, 1?. PROVIDE MECHANICALLY OPERATED EXHAUST SYSTEM PER OSSC SECTION 1202.2 !N ALL TOILET ROOMS. 1 rr� exrr6lsg> cAorer wlm Twe i-A rrT E%,rret>Esrpt Q EXTEND 4" ABOVE CEILING (UNLESS OTHERWISE NOTED). 13. PROVIDE OUTDOOR AIR FOR VENTILATION PER 05SC TABEL 12-A. 2. TYPICAL IN PARTITION CAVITIES AT ALL WALL MOUNTED MII I WORK, 1 1 _ V) EQUIPMENT GRAB BARS ETC.: PROVIDE FIRE RETARDANT_ WOOD BLOCKING -! L AS REQUIRED TO SI),IT THE INSTALLATION OF ITEM AND 10 25 GfIJ�.E „ 14. 54' A.F.F. MAX. FOR ACCESSIBLEE SIDETIREACHNAPPROACHR ORS44" ACFIONMAXOFOR FORWARD APPROACH A4.2 ELEVATOR PLANS, SE:T111N`l, N I IIVAIi(IN`_l METAL STUDS ® 24 O.C. MAX., FULL WIDTH �' CASEWORK, PLU'i 12 ON EACH SIDE OF CASEWORK OR EQUIPI.11.iJT. PROVIDE ONE STUD AT EACH 15 All_ ELECTRICAL WORK SHALL BE IN COMPLIANCE WITH APPLICABLE STANDARDS OF THE 1988 NFPA CODE 1(11 AND THE 1993 NATIONAL ELECTRIC CODE (NEC) :SHEET INDEX: A4.3 EXTERIOR ELEVATIONS END OF PLATE AS REQUIRED TO SE',URE ITEM TO PARTITION. I,'FOIIIRFMENTS OF CURRENT STATE ENFORCED EDITION WITH AMENDMENTS AND ALL STATE AND LOCAL ORDINANCES AND AMENiIMFNTS. ALL EQOIIPTMENT FIRST FLOOR DEMOLITION AND COORDINATE EXACT LOCATIONS OF WP_L MOUNTED F.Ql11PMF_NT W/ OWNER. X1111 MAIERIALS SHAII BE NEW Ail[) LISTED BY UNDERWRITER'S LAHURATORIES (U L.) PROVIDE ENGINEERS UF51GN IF COT>L k111111RFS A1.1 A4.4 EXTERIOR DETAILS 3 PROVIDE DOUBLE STUDS AT ATI_ DOOR FRAMES AND WINDOW OPENINGS THRU PARTITIONS 16 PROVIDE EMERGENCY LIGHTING AND MARKING OF MEANS OF EGRESS (VIA EXIT SIGNAGE) PER 1994 UBC AND 1996 OSSC (SECTION 1012 AND 1013). NEW CONSTRUCL.p A A4.5 SITE PLAN m DEMOLITION_ NOTES: FIRST FLOOR POW . & AUXILLARY AND 17. I IirJTRACTOR SHALL REUSE FXI' TIIJG LIGHT FIXiURFS WHERE FEASIBLE AND RELOCATE AS REOIIIRFD (I iuiRDILJAIF W1111 IIWilFf1) A1.2 °-' ' a RFPAIR ANY DAMAGE FROM DEMOLITION WORK T REFLECTED CEILING PIANS , A 4.f� MISC. DETAILS I CONTRACTOR 1H l I R_P IR JY L 18. THE CONTRACTOR SHALL PROVIDE ALL EXTEf�IOR MATERIALS (DOORS GLASS WALLS ETC..) IN COMPLIANCE WITH THE GOVERNING ENERGY CODE. cECOND FLOOR - 2. PATCH AND REPAIR WALLS, FLOOR AND CFII IN'S TO RECEIVE NEW FINISHES. C IA`.11VI, LINES AND N(1TED AS SUCH SHALL BE FURNISHED BY THE OWNER AND RECEIVED AND STORED BY THE GET ERAL A 2.1 NEW CONSTRUCTION PLANS AND S1 FOUNDATION FLOOR PLAN/GENERAL NOTE IRST F MOR rT, 19. F UIIIPMENl INDICATED WITH I L L E ORI - 3. STORE EXISTING DOORS AS DIRECTED BY BUILD NG MANAGER. RE-USE EXISTING CONTRACTOR. THE CONTRACiOR SHALL COORDINAIE WITH THEOWNER ON DELIVERY AND INSTALLATION OF THE EQUIPMENT, NOTED NOT IN CONTRACT (N I.I•.) SECOND FLOOR & LOW ROOF FRAMING PLAN & ROOF D M TIOt4 AND cri DOORS WHERE POSSIBLE. A 2.2 SECOND FLOOR POWER & AUXILLAR'( AND S 1.1 FRAMING PLAN/SECTIONS & DETAILS NEW CONSTRUCTION U 4 CONTRACTOR SHALL USE RUSTPROOF TEMPORARY PARTITIONS TO ISOLATE OPERATIONAL 20. CASEWORK DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION AND INSTALLATION. REFLECTED CEILING PLANS FLOOR PLANS r AREAS CT THE BOLDING FROM CONSTRUCTION. CAULK AT JUNCTURE OF INTERIOR FACES OF DOOR FRAMES, VIEW WINDOW FRAMES, CABINET WORK, AND CASEWORK WITH ADJACENT MATERIALS M1, 1 HVAC-FIRST FLOOR PLAN 5. CONTRACTOR SHALL NOTIFY OWNER IF UNKNOWN CONDITIONS ARE EVEN THOUGH JOINT MAY NOT BE VISIBLE. A 3.1 INTERIOR AND MILLWORK ELEVATIONS i` II ( 1 ALL NEW FINISHES SHALL MATCH EXISTING BASE BUILDING STANDARD. REFER TO OWNER FOR EXISTING FINISH INFORMATION. O M2.1 HVAC-SECOND FLOOR PLAN Alml_ DISCOVERED DURING DEMOLITION/CONSTRUCTION._CTI)N 2 6. ALL EXISTING CEILINGS AND LIGHT FIXTURES SHALL BE REMOVED, UNLESS OTHERWISE WHERE NEW GYPSUM BOARD PARTITIONS ARE A CONTINUATION OF AN EXISTING PARTITION OR COLUMN ENCASEMENT, THE FACE OF THE NEW A .2 IiJIERIOR AND MILLWORK ELEVATI.NS TOOTED. STORE LIGHT FIXTURES FOR REUSE. GYP PD. SHALL BE ALIGNED WITH 111E FACE OF THF EXISTING SURFACE. E 2.1 ELECTRICAL FIRST FLOOR PLAN FILE. 11142.00 � A 4,1 MILLWORK SECTIONS E 2.2 ELECTRICAL SECOND FLOOR PLAN DATE 17 December 1996 UP97-0037 LI 13200 SW Pacific Hwy. 4 of 2 I r1 IIr 111I111 Illlll! 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CEILING I ,� TI L• ' � � U -�>- 14d r , TO REMAIN EXISTING EXISTING�'•YA la r• nW+Ivx fi �A I i • M N CEILING 1 I 0 TO REMAI _. _I _.__.___.._-_____.-- _9Q ..___. __. __._ _ r �+ / CEILING --. 3 L_ _. I 10 REMAIN I Z �1 1 / ml- •a 1 �rA,I I•'•9 __._. -................... I l ]IRT I I a II I L__._ _ I / ' EXISTING I y I N a XISTI G / >j _ + I 1 G I EIL1NG CEILING r+e, 1_l.. � i s1► II •1► II ►,. 1 I - /, 141 I !/ i"ui c` r-- - - % CEILING - I W m �]f it II �� sr ArA AVA 0 REMAIN TO REMA _ __ .-.._._...... ,. ,i tAW �ec ,I n 1 rE►A�+e h I I ' rA4r I / TO REMAIN _ t-;,.r a Al,, 19� rtitrrtxe/ rs:4xr f11Cf I ��_ c,Y,l rUlnt I,wt z '� + ~� (lam I tt I PArA Krill IA7 I,, I I a, T IfJ ✓e;'1 1 i40 NUT �r '!` I . LL EXISTING E' 11.7lis 1 C14,1 � � F,1l 7k•1N13 -•4w.4wr+r._. . R:%t7A I -,.,� •j --> t ✓- ' .�,t.V. aTrc� �x J,. �.. CEG TOs REMAIN 1 rn,:ICI ,,-. � _..._._. I i - � Iz, / EXISTING N ., �.__.._. r.'.re /7-aElroPor Fx15twG 119 I CEILING 1' - " It. -_^-1 EXITING 1 a AS K *EDS 14 KCLR ,\� I /i TO REM of '.C¢ IE,li I x r r t CEILING I II 7t ! /• - I � - r.�;rlNlk Al. PoL"?n I I � � ` 10 REMAIN � I II II I �Xt�. I1� /•�i r , p ►X• p 1 1 1 I Ti zhr E%ISTING Il __ I I r 4 I II I I•'S N I I u II I I / ' EXISiI EX TING EXISTIN ISIING vrr I ► II +` " I �' CEILING LsAIA 4 ' I n u CEILINu CE ING CEILIN IlR1G5MI TO REMAIN 1 // TO REMAIN TO REMAIN 10 REMAIN TO REMAIN I I I LVA I°AAM I'XAM EXAM I.I /' ,// /r. % /i. •'%/;' / I ,/f i `I / '/ V.1 i r T� . r , 9 9? /. ti°r1 t•4,1 t•4A 41 �. IT, I; ,.'%J: �;i/� :',/r••/'% •' / ,.•' Ir' / 'ir /� r // ;'. .I L'.. - -- i't r /� / /• db IIJ4 j: ,.r , jf• ;• � ; 'I;,' r�' '� r ,.�- r� /'. l �/� ,•/ J. •ii' / /jr ;�;•,�r / r /,•r' /': ,;i f,.�''�•', rJ / it rr // / /,�/,/• •!/I J/ /r '�'�' ! � .•i/i','' .�, � .:/J� -'�/ / / IME IgNfM �,.!•r r / /• ,,•,�•.r/J.• �%�,/ ♦ _- iii a IvnEU IU /. ,•'/ � ,•.f/.• �/.'.'/ � /�/, '.• ;',.��,...� � IIK I�1Y 111 FIRST FLOOR POWER AND AUXILIARY PLAN FIRST FLOOR REFLECTED CEILING PLAN 0 5' 10' 15' 0 S' 10' 15' J PROJECT ' NORTH NORTH sm POWER LEGEND POWER NOTES CEILING LEGEND GENERAL CEILING NOTES .r 3 NEW 2X4 LAY-IN 1. CONTRACTOR SHALL VERIFY ALL FIXTURE LOI,Ai 10NS cm AGF 1 GROUND FAULT INTERRUPTER (M.A.C.) 1 . CONTRACTOR SHALL COORD. - -- ACOUSTICAL TILES � ~ MOUNTED ABOVE COUNTER LOCATIONS OF ALL TELEPHONE NOTIFY OWNER OF ANY DISCREPANIES. MAC - - --- O MATCH BUILDING STANDARD TV OUTLETS W/ OWNER PRIOR TO GROUND FAULT INTERRUPTER 18" (A.F.F.) INSTALLATION. PROVIDE GROMMETS NEW FIRE-RATED PARTITIONS TO EXTEND GFI NEW 2X4 LAY-IN 2. NN DECK ABOVE. IN COUNTERTOPS WHERE JACK FLUORESCENT FIXTURE -0 11OV OUTLETS 18" A.F.F. IS LOCATED BELOW COUNTERTOP. TO MATCH BUILDING STANDARD d C 3 .CONTRACTOR SHALL PROVIDE A SUFFICIENT LEVEL OF '1'� 4Dr 110V DEDICATE OUTLET 18" A.F.F. 2. CONTRACTOR SHALL COORDINATE ALL NEW 2X2 LAY-IN EMERGENCY POWER LIGHTING AS REQUIRED TO Q� ` I D POWER REQUIREMENTS FOR ALL QJ FLUORESCENT FIXTURE MEET EMERGENCY EGRESS CODE REQUIREMENTS. OWNER-FURNISHED TO MATCH BUILDING STANDARD EQUIPMENT (TYP.). ��'� 4. CONTRACTOR SHALL RELOCATE AND REUSE EXISTING LIGHT � 110V OUTLET AT 60" A.F.F. FOR (0)TV„ OWNER-PROVIDED TELEVISION FIXTURES AND EXIT SIGNS WHERE PUSSIBLE. PROVIDE ADDITIONAL .C C11,11, F 60 3. CONTRACTOR SHALL VERIFY OUTLET LOCATIONS ® EXIT LIGHTS Y O -0 TELEPHONE OUTLET 18" A.F.F. ON EXISTING WALLS. LOCATE NEW OUTLETS IF � EXIT LIGHTS AND DIRECTIONAL ARROWS AS REQUIRED. n NECESSARY PER APPLICABLE BLDG. CODE HANGER WIRE - 12 GA. MIN 5. WHERE ACOUSTICAL TILES HAVE BEEN CUT, PAINT OUTSIDE N . DIAMETER GALVANIZED CARBON DEDICATED DATA OUTLET 18 A.F.F. (GOURD. LOCATIONS W/ OWNER). STEEL (ASTM A641), SOFT TEMPER, EDGE TO MATCH TILE COLOR. C PRESTRETCNED, WITH A YIELD STRESS ' 4. ALL ELECTRICAL OUTLETS AND LIGHT COVERS 6. EXISTING CEILING HEIGHT IS 8'-6" (VERIFY IN FIELD) x I.D. BADGE READER, OWNER 4. LOAD OF AT LEAST 3 TIMES DESIGN --- - --- - - - - --- - r` SHALL MATCH BASE BUILDING STANDARD. LOAD. ATTACH TO DECK ABOVE ( 7. SEE SHEET A1,1 FOR ADDITIONAL NOTES. 1 I o POWER STRIP, MOUNT ABOVE 4" BACKSPLASH PER GOVERNING CODES, 5. PER ALL DEMO SWITCHES AND OUTLETS WHERE POSSIBLE. M • 1 10V FLOOR OUTLET6. CONTRACTOR SHALL VERIFY EXISTING CIRCUITS 1 8. PROVIDE 1--HOUR RATED CEILING WHERE REQUIRED 5 FOR ADDITIONAL OUTLETS AND LIGHTING. CEILING GRID SYSTEM — SEE 6/A4.6 FOR DETAIL FIN. LAY-IN CEILING TILES------\ UZ '71ao a.IN22U WALLTYPI! lLfx[l•O is ry7,ipa�c Tw+ Ta +vhc r bosnTa t�e YPL - 6rrRmHV rR N1> 4tiM�RA t " AT R..CK fNA(,(,GRpAf�L YVffTI UL HP uw f T IPIGAt ► 4/p't�iAE 511p6 A77{'aG W[THCiPAIi `� NOTE: CEILING GRID SUPPORT SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH THE 1994 UNIFORM BUILDING PARrfrla•1 Wuaa+av a+ dont sas ��pp CODE SEISMIC PROVISIONS, LOCAL CODES AND OSSC (CHAPTER 16). POW,AUXil01ARY rYP & £iAW Nl 4/&-W& STLPO AT 111' OG WRN f El'fP'bljl PARMION rvAu.raw ON bo1H Sas Will 6* Ceara Arn►ul►rla, AND REFLECTED r�Arrs) DETAIL -TYPICAL CEILING GRID ANCHORING f•x15fta mwDLIDNb PARflrWW TO Of R!'h+a4ID CEILING PLANS NO SCALE BIJP97-0037 _ I 13200 SW Pacific Hwy. 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Q) I+ l 1 i I ✓` r". i 1 it✓ zil NGgr 4...� (n L L1L L _ J ' -� . 1 -� 2ts �i az: rl�f'� r�l-a v► ��-.._..-_ _.... ...��._._. .I e � �— 1L Aw. 4111) r4n, _j►JL J I I EXISTING PARTITIONS, OORS,r, ;.r.f,Y area I �+ r.� ++'.,1� I�Ly C i I CASEWOR!: AND PLUMBING FIIC�UR L- �.-z 20'-0•: _ r t„ I a r:�>r::w 1 r,:•, ht� Q) Q� 1CD, LL �'- I iAL TO PE REMOVED AS INDICATED ES T ; ._ - l az;•L — POwT I M&Y' 14 i 1 �� t I'1 i It /n , �I ss 2c� -- I :INE _ I ' I e----•1'- Ai CAAOf 5TI � 2G4 OPP r - a[ -- �-- _ :_ I STT 1� I „ R,e ! 5 4 1•°j. �.. I i nI.02- PROVtOE ACOESSIBII a. / I' i I ( TO PAAKwG LOi� 102 I AJ.2 I, _ r I 1+: + 1 l_.l:I J ri/ •; i I 7 I II II _ .. ... _. II III Ilrl' l,,�l , _._•L--_i_. r I (_._ I :tF• •. L__tr�+arl_.r� r ' rli• reL r"W k+113 I I ::_ I I , � p- I I .a - =+��;� I — �i _ t.r•.a _ "b I I _ ; � � - � � 3: v JL _��._.��-i. (;F ,► _ "�` ' Z z ,r ,� ;w � 11T.P 1 � ►wAlrnd arae sroRAteL YJ . hl24"1 241 L.:.: , 240 29' Z� I �t I I I, O 17a1t1/>% 4'7 2� i 'Win -- I h__ h -_�'S• 8'-S 6'-2 3 �� —s 1 �. =,� r-. I ---- -• / I EXISTING PARTIilONS, DOORS,— i I I' L- -� l U -1= I I ..I I 1 I J II i I III I oRcss �; _---- --� / �--- "%'A o ' e e j,� CASEWORK AND PLUMBING FIXTURES I 7 Aon I - -•• t -- -- 2" s u 21� J L r( , rUWL Tec , 1 za4 c.::::::�-- u�F:IvoR 1 �ttrtlra«rs: I�I. II TO BE REMOVED AS INDICATED, II -TT' � eepRrA�e 2. , TYPICAL �— ' t5 er 142 7-7-F 71 cAIPEI'�r4'e -- I E7UM t:1A11 tr.•re _ I _. I � 1 � J� 1 _ 7 T r' 2'+12 LAD I I Ex*A EXVA L 4 2 147 i� ' 244 osim i I mob. = : _ ) a � T• �• PAW r II II - a4s , I� .. ......... ........_.-......__..___.___._._........._.__......... ____.._.._...._.._..._....__ _. _.PtloAa A(GE r - WUiE FtiOY EXIT pgQy�p� ACCESSBtf TO PARII LOT. - - lo ' _..._. . .__._ ROUE f110Y Elrlr a r0 PApNNO LOT. SECOND FLOOR DEMOLITION PLAN SECOND FLOOR NEW CONSTRUCTION PLAN L 0 1 , 5' 10' 15' 0 5' 10' 15' Q P JECT PR�JCCT 411 NORTH NORTH N 0 N d• FINISH LEGEND FINISH SCHEDULE •�; CM _� p i�JA ERIAL DES�RIPTIGiJ (<ppM NORTIi 50Ilrt1 CAST WEST MILLWORK MILLWORK GOC'R ROOM NORTht �;i.rTl1 EAST WEST MILLWCRh. MILLWORK POOR M GFT-1 FLOOR CARPET MANLIF LEE'S IJO ROOM IJAME PLO,* CASE WALL WALL WALL WALL TIXS FACE FRAME NO ROOM iLAME FLOOR BASE WALL WALL WALL WALL TOPS FADE FRAME STYLE WOR!<.FOR(E 00 ELEVATOR E IIP VCT- R15- P-1 P- P- P- P-q 20 WAITING G - Re G- G- G- V G- •� (J1 - G/4.OR. �q07 LAC�OOiJ P-q O AIRLO-K Pr- Rb- P- VWC-1 VW - R - - -I - -I P-4 r --.�- P-q 202 RECEPTION G - W VGT-I FLOOR VINYL MAiJLF AR�45TROhIC7 OZ IL, N'S WAITI GPT- - P- VWG VWG- -VWG- P-4 203 RECEPTION GPT- Rb-I P1,---3 FL_3 p_ m TILE STYLE !-OMPANION SCZUARE 103 WAITING GPf- Rb- - - - P- 204 CORRIDOR VCT- R - - - - p-4 COLOR x151980 MINI ECRU O F(,EPr1 Pr- Rb-1 P-i P-1 P- P-1 PL- PL- p-� 205 STORAC-�E V T- R - P- P- P- P- 05 MEDICAL RECORDS GPT- Rb- P- P- P- P- PL- PL- P-4 206 DIRTY ROOM_ VCT R P- P- P- P-f` p_4 CLtx Rb-1 EASE RutMR MI RGPPE - � _ PL-2 PL--Z P-4 x BASE COLOR - O6 15 OFFICE PT- Rb._ P-I P- - P--I P- P-q 201 PROGEDIIRE VG - - P-2 P-2 -2 -2 a98 IVORY 01 5 HE LERS CfFI E GFT- R - P- P-J P- P-1 P-q 2 O' IRE -� V t- - P-1 P-2 P-1 P-1 PL PL-1 P-A i` W P-1 WALLS PAINT MAFILF DEVOE GLG'�ET _ CPT- Rb- P- - P- �- PP-A G IDOR _ VC. - Rte- - - - - P-4 MECHAIIICA. VGr- Rb-I - -I— � COLOR 1y111526 Al_bA � _ - - P-q 20 EXAM _ VCT- R - P-2 P--2 P-2 P-2 - - P-q (A FIiJI511 LATEX Er�f,6t1ELL XAM _ VGr-I R'� P-2 -2 -2 -2 -2 - P-4 2 EXAM - VCT- R - P-2 P-2 P-2 P-2 f l_-Z FL-2 P-4 C `+- CRRIDGR V • - Rb-1 P-I P-(� P-1 P- P-q 2 2 XAM VC T- P-2 P-2 P-1 P-2 PL-2 FL-2 P-4 ... '� v r' ' EXAM PAiNT MAiLF DEVG1= 12 MD STATION V r- R - P-2 P-2 P-1 P-2 `PC- P- 3 MINi-GC1! ERENC,E C - R - - - p_4 ` WALLS COLOR #21151.6 ALDA 13 _EXAM V T- Rb- P-2 P-2 P-2 P-2 PL-2 PL-2 p-q Z 4 PIiYSIGL4N'S GTFIGE G - RP-1 - - ..e O C3 r-11 11511 ACRYLIC, ENAMEL 114 EXAM --_- VC r-1 R15-1_ P-2 P-2 P-2 P-2 - - P-4 25 ORRIDOR VG - P - - -I P- - .�., 0 5 _ EXAM VC - Rb- P-2 P-2 P-2 P-2 FL-2 --L Z P-q Z 6 EXAM v7- Rb-I - -1 �3� PL-2 PL--2 ' I F-q DOOR PAINT MAI LF DEVOE I0 EXAM VG - R - - P=$ FL,2 -2 P-q 2 XAM VCT-_ R I - P- -2 Pl --2. FL--Z— FRAMES COLOR #211526 AI 7 ADA TOILET VG - R - p-I— P-I - - P-4 218 ADA TOILET T- Rb-1- - p- p_ p_ i FIi•115t1 SEMI-&LOSS ENAMEL OIL b _ G RIDOR VG - Rb- _ 219 EXAM VCT- R - P-2 I p-2 P-2 PL-2 PL-2 ? - _ - - - - r ! PROCERIPE V T- R - -2 7- -Z -2 PL-2 _ PL-2 P-4 220 EXAM VC I R - -2 P-2 -1 P-2 PL-2 PI_.-Z a, FL-I MILLWORI< PLASTIC, II IF IIEVAMAR 20 PIRTY RpCM V'T- R -I P- P- P- 22 XAM y V T- 0] LAMINATE COLOR aMR 3-1T bLl>C MATRIX - 1--- P- P- �2 i �~ ___ _!, E - P-'Z P-Z P-2 P-2 PL-2 - FL-2 2 PROGEDIIRE VCT Rb- P-2 P-2 P-Z F-2 _�-2 - P- 22 C C�I ERENC E l-P R - - - - w -- 122 EXAM VG -1 - P-2 P-1 P-2 P-2 FL-2 F1_-2 P-q 223 GiRRIDCR VCT-I Rb-I P- F- y PL-2 Mll_LWORh: PLASTIC, MAfJI.IF i#MR--7 -' 23 Imo__ V • - - P- P- P- P- P-4 224 EXAM _ VG -i R - P-1 P-1 P-2 P-2 PL-2 PL-2 LAMih1ATE COLOR /SMR Z-qT MESA M.ArRIx 2 GORRI VC - R15-1 P-q 225 EXAM V -T- - P-2 P-2 P-1 P-1 PL-2 F'L-2 0 125 'EAK ROr?vl VCT- R15-1 P- p-I P I P-— -P--A tb A Olf-LET- -- VC -� R - - - _ - - F( -: MILLWORK PLASTIC MAiN.F WILS MART 26 ADA MALE TOILET VG T- R - P- P- P- P- I.AMiNATE C(A.-'R ##419-b0 LArx/ON j P- 221 ExAM VCT-► -L P-Z P-2 F-Z P-2 P(-_Z PL-1 17 ADA FMAI-E tL71LET VCT- - P- P- P- P-1- - 228 EXAM _ L - VC T- - F'-2 P-2 P.-2 P-2 Ft_2 PL-2 — N 26 MECHAl IICAL VCT- Rb- - - 13- - _ P- 22 FHY61C IAN'S (7FFICE ._ CPT- Rb-I I - - - �� j� yl IAp,(S L1°FI Rb- P- P-j-i P-j P-I —_ P-4 Z30 M01-C(IFEREII GFT- R _1 F ! P- P- P- - �z ��_ 2 W 30 TELA DATE ROr7M VG t- R - P- P- P- P- _ 231 EXAM ___ _ VC•T`(_ Rb-I f 1 P-2 P-2 p-1 PL._2 -Fj_ ____ - a 3 EXAM __ VC T- Rb- P-2 P-2 P-2 P-Z P-4 232 EXAM _ — VCT'- 1 I _Z _ F'-2 P-2 P-2 PL-1 PL 2 71 °-Q M 32 EXAM_ VCT- Rb- P•-2 P-Z P-2 P-2 P-4 233 EXAM `-` VG -_ Ff. I I' !=7 - - -j33 X.AM __-- V T- Rb- P-Z F; 2 P-1 P-2 -`_ _ •- _ _ P-A 23 COR IDc, �------ VG _I R - _ f � � I P_I -I wALLr'YPC �EE�1•o �I 3q EXAM VCT- RP-1 - - -� -2 235 S .� f -- - _ X VCT- R15-1 - -Z P-2 P q_ 236 STORAC-+E ~_ VC T- g - P- P- P- P- � 3w EXAM ^^ V Rb- P-2 P-2 P-2 P-2 i. C31 1�___ _----__-- _ - -- -- P-4 23" STG�.ACE - VG - Rb- - - - - --m TYvtcx yew � MRA r PAAETrrrrTl � 0/a'Mer srlvs �1 EXAM VCT- R - P-2 P-2 P-2 _P-2 _ P-q 238 ['F .S�It 6 VCT- R - P-1 _ P- P- P- -- -- Fm rRe w�E; �r6 oc wtrn la-f y erg DoARe m --- __..�_ -- JR5 r0 Pl•1Jt SLAT f7wD Ai RFK T- Rb- P-1 i?'2__ P- -Z� P-2-- - _ P—q 2qo � FiG � Pr- -L --�__ tram H Auaavt wrm UL ctf'aa rio �_.I._ p-A -Z'�-- 5 AC VGA I_R _ P I - P- P- P- _ __ ^E� I URS'S STATIc.tiJ VG1 R P- P- P- P- PL Z--- A - -L..�- c`J IQo- c ORRID. yr F P- --- -- P-4 24 fF_ ICERb-L l P- F_ P_3 -- -_-- -... ke P rrr ialTYIPI �w wAEiDdo AI6D°rit AT °�hili rrr+rjb G - 18Np F 001►� G RIDG'R -vc r`-II R N W CONSTRUCTION v 243 X-RAY V T-L RE-I T'_l-- .P P P- rw�cAE- eaq.w � ero-wrAL 5►tiv5 Ar Ir'of WI e/D &W PARnrtA4 wAE1pc+ARv 01A dont 510e5 wlm 5A0 (5prp AfTrj4p1TIL?1 FLOOR PLANS 244 VIEWIfIC+ ------ vCT'I R - P F- P- P-) PI.2 FL-1 _ DAM) 245 DAR.Y'• ROOM VG T- - P- _ P- Pte__ P- 11_-2--2 FL-2 VGr- F�-�l� F- P- P-1 "*TND MI MAA* PARTITION! iO tE FIVA VeP VC fi- PIP, P-1- - - 7-T_ __ -- - I•% 2 PL_2 -� litJPy7-0037 Z*_ ADA Il.�- VGr-I R�-! F- _P-1 P- P-_ - ?i$e� DU P T ? 9 Hyl_-Wrl�, VGT _ - 0 13200 SW Pacific Hwy. _ _--_�. �.�.._. P- - p-_l� P- 1~ , - T_ '--- � TRC enrNC�tR GADfti wrnt tTi'e VA P°�L ExTNGI►51tJz� All : Gof21 - -- FILE. 3114100 B Cl. __ DATE. 17 December 1996 IF THIS DOCUMFNT IS T,ECC 1 x11 ill III I I III I I III I I III I III I I III III 11T fj1 1�T Ill 111 I Illi IiI 111 III III 111 III I III III III 1 i IiI T�1 1� 11TT�T1TT 'Til 1l1 III 111111 111 IiI III Il' I I _.-- _._._�,--- T IIf i t I � I jl II ( I J J41 1 1 I5l ( l i �I I I I I l i 1 1 �1 1 � I nI I I i LFGiRLF THAN THIS NOTATION, 1� j �___.------1 � �'_.�_ �1._._._ IT IS, DUF TO THF QUAIATY OF THF ORTCTNP.L DOCUMENT. 11 � � � i j �— )_.. _� , �_� __ _�_� F I�11-111 I IIII1IIi111-11 �llll 11 IIIIIIII IIII�IIIIIIilllllll IIII�IIsILll�lll�illlll�lllllllll�ll I IIII�IIIIIillllllll IIII11IIII 111111I9IIII�IIQIi►II�!1 ilu�Its 11 IIIIIIG iIIItIIIi i111�I1nIIIII�IUIIeII II�InI�II�nnIII��illllll�i!IinI IInI El�illnTi,lull r I�wrat 1 BEYArr1i h EXISTING XIS GG fi J t — EXISTING 11- C ip l r2�1+1M - J TO REMAIN �` L.v.i I-4.u4 LAW TO REMAIN I erLHr I _ 6STING EXISTINCII e'STING roil 1- I - r <11tMerkE , •r CEU CEILING CEU a kE w.. TT , L.._.L �'-�.. ,� rr g �� JTO�REI AIN :ISS 115 I U. 10 RE IN , TO EMAIH Ott t� I► ,7d.. N 9 (: ___ Y — ll [lI+FPrR �� :Ill -11, :i p J L zls 1 - —JL JL Jk EXISTING _ _ R1Y�9GMMi I CEILING _ — Rt• r 7 ` 11q�rx ' a TO REMAIN ,, M I, . g r-.Lyrae -- — ;, ,aL Y• EXIST` E INC O ,I L f j - - �.:` CEI CERJNG N r �y. I 2u� cw1+ TO REMAIN 4f:., ` f�d" i,o- r,. I I l M _ ��l -_ r�r � txM/ r•u,r ,�.f '�L a - REM N TO N 1& _,' Lo 1. a >r swab :. 11S . LL _ 21, t lu ,Y, < a -til - ; ' , 4 I\ �...W txaA exwa 1 n "'fit �U li( li.l a ,=:el -- 2 117 21� 'T -tri 14'A 11 Q" 2 I, ' 4 _ L �� l �) �--I r nj i ----• �_� - N�-• I EXISTI I �� _..__.._—..._—..._.... ..___._ —._._...—. w � ,� ( wc� d > 1 TOILING 1 r _ __.._._._ __— __ < N rr q. I RFtN�u �M � u' I L� r rr� � ti u A 1 22r9 fJN:I C�tF�iG! IL�', k R�sA At t_NM i:KMA t N TOUT r 11 f1'1`1 f"1"51 1!. — �$XISTINO E1�ISTING 2 LJ J r` r.. ::u sralAee :4 - 1 I J L.I,11 4,• O '�, ';..,�.:, , - CEILING - r I iIb CEIUNGC + CEILING 15, I ::.1__.... ;-'1 , ► _-- r >sf ' TO REMAI TO RFrMAI I )0 MAIN .T.� +- _.. rrraaa _ Nu 1, � g 9 .. I J N '. I � � •fFFYJ,iit � 6"1"1 f�'i1 "` '" } „ •' r-�, , r I.-!, Qf I Irc�rrN ca4au 2 I I _ � I �Srllxu I - las 204 --.._. - -_.... - t::f 1 I,.I:y _. - �:. . q zo: I U w► f-- 1. -..� 1 I•__�— d�`1 f I-`li ;. I I _ > -l'elrA I ,,, •-- I I '. � ' tt-.J la. N — ', -- ., -•- _� 0 . i'� .t ll Y - 117 `Olrr Di ' D 1 11 - I ErMI LaRd 11 ,i -- rer ^ '�/ r 1 I Z ..� _ - U • , r tXMJ f L2 1.1 � _ I I - -- �l _ _ _- I y� t�6ISTING EXISTIt '1 - U._ srazAeeD I _ -til E /A r x - - ` �' T01 REG TOI REG \ L/ i . I r7`' r 1`i 195 - ___ -- _- __....__._ - - - MAIN MAIN---M- 1_ r"1 :1.0-- •s_._. - ` = �rAD 1CI � � I h 14 I , :.. r i i --.. \_ tr, EXISTING77 EXISTING rr.:. I aAat CEILING hYb 1 � wAlrrr�, acre , asre � 1 rat>? FxMI tt•V.1 � I � _ - REMAIN 241 l J Il_,! 140 I I 1 6T�AEt 121 ' 227 23!5 I :.' 1 AI L.. ! 1 r 21 t�Qr 1 KE srcaRAte arlce 1 A ..j . ti PRE19, I 19b I — �� -_I - -• 19 I -' � :: :�L., -' I I Ir �� 5r7 - 1 � I RL _ ADA 141 — I' rout r:Gi�rL1CR 1'44 /l 2 b 4 _.. - -- _ I nluu 1!` 1 XIS Flu _ ..._..—_ Ir _,I I •..... . iFCN!`3rr E --- - _: �. - - - - I NG EXT If�EEI CEf Nc CElUt� � 1 � I' ,Iftrtr:e - 1- >I� _ 3 TO REMAIN TO REMAIN - TO REMAIN EXaA EXAM EKIM f` S VIEW, 293 ew.r e,rAx�rA EXISTING i- 147 l. . F" 144 ><fiAY 1�.. 1 I 1 , — j ..I :', ':c 1^I TO REMAIN WC ( 14f 149 _ I _ IUNG rc, KX 46 Y _ — 1 ,i C _ GFI �= _ l - C---..... _. � r hT : . 21 SECOND FLOOR POWER AND AUXILIARY PLAN SECOND FLOOR REFLECTED CEILING PLAN i 0 5' 10' 15' 0 5' 10' 15' � PROJECT PROJECT NORTH NORTH L POWER LEGEND POWER NOTES CEILING LEGEND GENERAL CEILING NOTES 3N NEW 2X4 LAY-IN 1 . CONTRACTOR SHALL VERIFY ALL FIXTURE LOCATIONS. GROUND FAULT INTERRUPTER (M.A.C.) 1 . CONTRACTOR SHALL COORD. -- + ACOUSTICAL TILES NOTIFY OWNER OF ANY DISCREPANIES. GF 1 MOUNTED ABOVE COUNTER LOCATIONS OF ALL TELEPHONEI v O� f MAC TO MATCH BUILDING STANDARD OUTLETS W/ OWNER PRIOR TO � GROUND FAULT INTERRUPTER 18" (A.F.F.) INSTALLATION, PROVIDE GROMMETS 2. NEW FIRE-RATED PARTITIONS TO EXTEND �� •m 1 -- = GFI IN COUNTERTOPS WHERE JACK FLUOEW RESCENT F XTURE TO DECK ABUVE. v cc Q 0 110V OUTLETS 18" A.F.F. IS LOCATED BELOW COLINTERTOP. TO MATCH BUILDING STANDARD 3. CONTRACTOR SHALL PROVIDE A SUFFICIENT LEVEL OF am � a` ` - - 49 1 1O DEDICATED OUTLET 18" A.F.F. 2. CONTRACTOR SHALL CGORDINATE ALL NEW 2X2 LAY-IN EMERGENCY POWER LIGHTING A5 REQUIRED TO ` FLUORESCENT FIXTURE MEET EMERGENCY EGRESS CODE REQUIREMENTS. �r D POWER REQUIREMENTS FOR ALL TO MATCH BUILDING STANDARD � DOUBLE DUPLEX 110V OWNER-FURNISHED EQUIPMENT (TMP.), 4. CONTRACTOR SHALL RELOCATE AND REUSE EXISTING LIGHT � D DEDICATED OUTLET 18" A.F.F. C FIXTURES AND EXIT SIGNS WHERE POSSIBLE. PROVIDE ADDITIONAL •m _ 0 1IOV OUTLET AT 60" A.F.F. FOR 3. CONTRACTOR SHALL VERIFY OUTLET LOCATIONS EXIT LIGHTS EXIT LIGHTS AND DIRECTIONAL ARROWS AS REQUIRED. 49 m TV OWNER—PROVIDED TELEVISION ON EXISTING WALLS. LOCATE NEW OUTLETS IF ;m 00 -- - 00" NECESSARY PER APPLICABLE BLDG. CODE 5. WHERE ACOUSTICAL TILES HAVE BEEN CUT, PAINT OUTSIDE CV IM - -- TELEPHONE OUTLET 18" A.F.F. (COORD. LOCATIONS W/ OWNER), EDGE TO MATCH TILE COLOR. M•m DEDICATED DATA OUTLET 18" A.F.F. 4. ALL ELECTRICAL OUTLETS AND LIGHT COVERS 6. EXISTING CEILING HEIGHT IS 8'-6" (VERIFY IN FIELD) r rn rn SHALL MATCH BASE BUILDING STANDARD. 1 7, SEE SHEET A1.1 FOR ADDITIONAL NOTES. ' o o_ -- x I.D• BAD6E READER, OWNER-PROVIDED 5. REUSE ALL DEMO SWITCHES AND OUTLETS WHERE POSSIBLE. ,� �►.� --- POWER STRIP, MOUNT ABOVE 4" BACKSPLASH 6. CONTRACTOR SHALL VERIFY EXISTING CIRCUITS 1 8. PROVIDE 1-HOUR RATED CEILING WHERE REQUIRED - — FOR ADDITIONAL OUTLETS AND LIGHTING. SEE 6/A4.6 FOR DETAIL ® 1 10V FLOOR OUTLE 1 ul WA�_LrYrPe ttaew PeNra b I W TeD PNtMON ! 4/D" TIL 5 PARTITM At Y OG YVRIt !/D' rY •X' &rp" WA* DOM 6R6. TO PECK W& 6WD AT PC61K ryl," New 3 5/0' Wk 6T1p6 AT W OG WITH S/D"dYP1A11 ppRR PARTITION WAIWARD 04 DOTH %CS P8��7EAIFLECTED�►FX'ILIARY rip" tam s s/D- kcrAL OrLM AT r' OC WITH � D' &"_U AND PARrIrW1 WI1WW 04 DOrM SRS MrH S•AD (�Armorim CEILING PLANS Dorm) ex►fft& MR DUDNb f'ARTITIM TO cr WW&P — BLIP97-0037 MTHD DW Du" PARTITION r0 FITUAN A2n2 13200 SW Pacific Hwy. 7 of 21 FILE. 31142,00 fiber 1996 N E i even 1F TH1S bOCUMFNT IS LESS lli ill Elf I�I ill ili f��j1 Eli 1 I III III I ITT r(r7�1 t t t11 r1r1�1 I�I II1 III III I�I�III III III I 1 T�i 111 111 T 11 m T III I�1 llf�l�l III III III 1 LEGIBLE THAN THIS NOTATION, I--�— I—"�____.._ I� _-I--� 4 `--I_--I IT JR DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. 4111111111 `J II��9II11IIIIIIIIIIIItilII1I"Lil,_1111IIIIIIII1Iillllillllllllllll�ll IIII�IIIIIIIil�lllllllll�lllllllll�IIIIIIIII� IIIIII .11111111111IIIIIIIIIIIIIIRI�IIIIIIIG�lllllllll IIII�IIII IIIIIIIII 1811111111 IIIIIIIII�IIIIIIIII9111I1111 I�IIIIIIII�IIIIIII IIIIIIIII I`IIIIIIII tIII�NII C'`4 4o� 0 CURVED GYP. 8D. - CURVED GYP. BD. '' SOFFIT, PAINTED SOFFIT, PAINTED I I DESK -- A.D.A. ACCESSIBLE DESKLli 1'-U" 2'-0" 10 COUNTER TOP 2'-0" 2'-Li' 10 10 - -- A4.1 A4.1 A4. g g SIM. GROMMETS, LOCATE-T 5 6A VIA GROMMETS, LOCATE- - -- - --- 4. o. ,. I V _`- - A4 1 IN FIELD WITH OWNER - - . PRINTER IN FIELD WITH OWNER - -- -- _ - COPIER I I , N.I.C. KNEE GRACING -� c KNEE BRACINGFT N AS REQUIRED AS REQUIRED --- 1 - - _ o 4c I SCHEDULED BASE SCHEDULED BASEc M I'-b' 1'-6" EQ. 1'-10" LU. I'-10" EU. 1'-10" EQ. I'-b 2'-6' 0. I'-10' Q. I'-IU X1Q 1'-10' 0L6" 1'-6'- 1" � ." .Q ELEVATION RECEPTION 104 0 WAITING 103 2ELEVATION O RECEPTION 104 3 ELEVATION @ RECEPTION 104 N 12" o N . . r �' r ,' ,2' .4 r 12:' 4 ��' ' _ „ W GYP, B0. SOFFIT, - A 7. � GYP. OD. SOFFIT, Sim A PAINTED PAINTED EO Eu E0 E0 EO EO ai .Lu Lu EO FU EOEO. E0. EQ Eli �� w ADJ. OPEN SHELVING - - ;+- ---+ ---- + ---r --- - > Y RAY CORKBOARD N FORM STAAG SLOTS Z /S" --- - - - SS ,/ (EQUALLY SPACED 1R ) ` C' --- - UNOERCA@INET LIGHT VIDE Z-OPEN OPEN 3 5 8 8 8 112' PLYWOOD W/ PEAS. LAM. --,__t 5 / 3 W ' A4.1 A4.1 A4.1 A4.1 A .1 4 A .1 ` A44.. J IM. PLYWOOD W/ PLASTIC 11" Il' I AND END WRITING LEDGET -7 IA I lU" } GROMMETS, LOCATE }' }_', GROMMETS, LOCATE--IN FIELD WITH OWNER IN FIELD WITH OWNER 1'-6" EULIAL I'-f�' 1'- El . L SCHEDULED BASE "EO1' 10" EO. 1'-6 �� - SCHE ED BASE 1'-4" 1 -6"EQUAL EQUAL - EQUAL RECEPTION ELEVATION ® CORRIDOR 0111 SIDE VIEW OF WRITING LEDGE _- ELEVATION 0 MEDICAL RECORDS 105 5 ELEVATION 0 RECEPTION 1046 ELEVATION O M.D. STATION 112 8 ELE M.D. STATION 112 2" .Q r 4' 1,2. . .4 1� . .Q 4' 7 12 12" .4 �' 4' ". 0 �, 4' r 7 jjjj A4.1 SIM. 6 6 6 GYP. BD. SOFFIT, 4 6 -GYP. BD. SOFFIT, - A_ EuuA� EuuAL GYP. BD. SOFFI , A4.1 .1 A4.1 Al4.1 \ ____EuH_ [ b,"JAL_--_ ________ 4 PAINTED PAINTED SIM. PAINTED t t - E0. E0 `; ADJ. OPEN SHELVING - T- -- GYP. BD. FURF;JUT - -� _ i AROUND EXISTING COLUMN Q I � ItlCA ¢ - SCALES, __ _ _ _= E0 0. E 1. E0 E0. ESC t E� EO - - (FORM STORAGE SLOT/ N.I.C. I 1 PIOEXI LLY SSPACED AC DER - - EE- mcm 2 1 4 2 1 F- 1 4 2 PLYWOOD W PLASTIC c Z 4 4 1 _ 1 A4.1 A4.1 `� ALIGN FULL / 1 -6" 5 3 I' 6" O A4.1 A4.1 4.1 A 1 At LAMINATE WRITING LEDGE -- * A SIM. HEIGHT 4.1 - _ REFRIG., ------ 2 Cn 7 a L I N. C �. .�. C _ GROMMETS, KNEDWITH OWNER D FILE DRAWL/SLIDE-OUT WRITIN„ DGO r u� i _ " 1/2' PLYWOOD W/ PIAS. IAM. 5I'4'+ -6" 1'-6 1'-3" 1'-3" 1'-6" I -6" 4' � � �• SCHEDULED @ASE ER E0 -EU F0 �-SCHEDULED BASE Y-0' EU. EQ. EQ _ EQ. EQ. _ -_ LijE0. E0. CLEAR CLEAR F0 Q. E0. - E0 O 6'-0"_- SCHEDULED BASE- - C 4 6•' v �� 4'-3"t Co EXAM 136 GRAY CORKBOARD 19 O � . - ELEV PROCEODURE 11210EDURE 1 OPP. HANG ELEV O DIRTY ROOM 120 12ELEVATION 0 NURSE STATION 139 ELEVATION @ NURSE STATION 139 N a ELEV ® TYPICAL EXAM ( ) 1 s ` C� " 1 12" 0 2' 4' 0 12" 0 2' 4' 11 12 0 4' 12" 2' 4' 12" 0 2' 4' •_ r � , . . � r r r r , . . r r 2r r � � . . .Q r r � � r . . . r � r r � zl PAPER TOWEL w 0DISPENSER o c rQ m -SOAP DISPENSER, N.I.C. J 2'-0" x 3'-6" H C MIRROR / SHELF L a� GRAB BAR o TOILET TISSUE------___ I I I'' DISPENSER FIX 14 Ic' �1 --_ - _I - - •_ 1 rel I r c-i 7t _ _ - INTERIOR INSULATE TRAP TAIL -- ELEVATIONS PIPE HOT & COLD ' r i WATeRLINES SCHED. BASE . o - 14ELEV O TYPICAL A.D.A. TOILET E @ TYPICAL A.D.A. TOILET A3ml n 13111197-0037 15 111f 11142.00 n [TATE. 11 December 1996 12" 0 , 4' 1320115W P;uilic Il�ey. 1 z� �' � fir i-J� 8 ul'21 IF THIF DOCUMENT TG LESS i I 1 I I I I I III III I I III III III I I III III 11r t�1 Ilt IIr III I 1111 III 111 III III III III I I IIII111 III I I III TI1 1�1 1 1 TJT 11T 111 1 1 III III 111 111 III III III I I 1 LTG I RI.E THAN THTS NOTATION, IT IS DUE TO THE QUAL) Y OF No 36 �•jx--' `yf ( / ' THE ORIGINAL DOCUMENT. �S TL BL Lf L 9L 9L �6L TiIIIIIII'l9iiiiii I1IO2 8�T BT L9i3iT �6T EIi LT TT T 8 ��L 9 9 1�► �EL nllll� lllllllllllll��IIIIIIIIIII111 IIIIIIIII IIII Illilll 1111 IIIIIIIIIIIIIIIIIII IIII IIIIIIIII IIIIIIIII IIII IIII IIIIIIIII IIIIIIIII IIII IIII Iltl�lllllllll I��II IIIIIIIIII�I111 �� IIII IIIII111I /�— CURVED GYP. BD. GYPSUM BOARD Gs. SOFFIT, PAINTED SOFFIT, PAINTED r , , �- _ -- r,' COUNTER TOP I UNDERCABINET LIGHT---� _ _ _ __ _ _ _- _ _ _ - - __ W t, A.D.A. ACCES.,IBIE E 1 2 5 DESK ---__-- DE�Kl t, 6F_40 10 tI It . A1 9 I - 9 I SII . 5 3 = --- GROMMETS LOCATE-- GROMMETS, LOCATE- . IN FIELD WITH OWNER IN FIELD WITH OWNER KNEE BRACING - - - KNEE BRACING AS REQUIRED tiYP AS REQUIRED `~ sic _ o EU E0. lo 1 S' 2A' �' Q) cV -- SCHEDULED BASE � �-� - - - - --- � SCHEDULED BASE -- 2'-0" Et)1 [ORAL I';� ------ _ --- .-- - ------,�-I'-----6' LL Q 1 ELEVATION RECEPTION 203 O WAITING 201 2ELEVATION O RECEPTION 203 3 ELEVATION 0 RECEPTION 203 N 12" .4 �' 4' ',2' .4 �_��' 12" .4 w ., c a� 7 GYPSUM BOARD GYPSU BOARD 6 F-- A4.1 SOFFIT, PAINTED SOFFIT PAINTED 4.1 y E0. EO. E0. EQ EQ. EQ, Eu E0. E0. EQ. EO O EO. EO W 10 0 EU. 13 13 — t--1 --t -- --a--- - UNDERCABINET LIGHT Z _ ZOPEN- TO OP r TO 5 3 CORRIDOR RECEPTION 1 4 2 204 203 u j CD FAX PRINTER 5 GROMMETS, LOCATE "' A4.t - — — --- - - - - - _- - - ----- _ - -- - IN FIELD WITH OWNER i::' - - - — — -.�- --- - --- - . COPIER _ _ N.I.C. - _ / a - u KNEE BRACING - -- - - - - AS REQUIRED ,:- --- - ------ --- - = �j - � 1 1'-5" , 1' - 1'- ' Q • 1' 1O" O - E0. L EQ EQ. EO. 1'- E0. 1 - I'-5'_� Qll 3SCHEDULED BASE SCH DULED BASEEQ Eo EQ E0. EQ. Z'-1u' S' 0" 2'-0" 4.M. TION ELEVATIONO RECEPTION 203 5ELEVATION 0 RECEPTION 203 ELEVATION 0 CORRIDOR DOR 0204 ELEVATION 0 LAB 247 '2" .4 �' 4' 12' 0 �' 4• 1�� l , , 1 . 1 , , t A4. GYP. BD. SOFFIT, EQUAL EUUAL Q PAINTED --_--- _ c I J I DUTCH % OPEN � 9 Z: I u I T V I DOOR W/ r i0 �+ N GROMMETS, LOCATE 1 4 1 I 5 LEDGE 1 4. CORRIDOR C =N I REFRIG. 1 IN FIELD WITH OWNER 5 3 242 - - -- - --- - -- - - - --- --- -- N.I.C. v 1 / ... m \�� CIS I I t- - - •4 �� I `1--- -.-- c �� -- / - - - - - - - - \\ -- - - -- -- _ c�. ✓�fi 4" LAMINATED 4" LAMINATED ~ PLYWOOD SPLASH �^ PLYWOOD SPLASH 3/4" PLYWOOD 2" BACKSPLASH 1-1/2" LAMINATED WITH PLASTIC PLYWOOD COUNTER — LAMINATE ON ALL TOP 1-1/2" LAMINATED SURFACES FOR ALL GROMMET PLYWOOD COUNTER 1-1/2" LAMINATED DRAWER FRONTS 3/4" UJDUSTRIAL GLUM META-BOX TOP PLYWOOD COUNTER 3/4" INDUSTRIAL GRADE MELAMINE DRAWER HARDWARE ` 18 GBEHIUAGE MTL STUDS •12' 3" SATIN WIhF PALLS O.C. BEHIND WAIL CABM4Ets GRADE PARTICLE BD. PARTICLE BD FOR / 2' LAMINATED W/ PLASTIC LAM. ALL CABINET BOX 3" SATIN WIRE PULLS PLYWOOD SPLASH 1/P PARI ea.mmu lop IOU ON ALL COUNTER 3/4" PLYWOOD W/ 2e 6M0 w/RA LAM CONSTRUCTION 1- 1/2 3/4" PLYWOOD TOPS PLASTIC LAMINATE- 1x4 BLKG / _ 4' BACxSPIASH W/ PLASTIC IAM c W 3/4' INDUSTRIAL \ FOR ALL CABINET -_-- - / 1/8" _ _ FOR ALL PENCIL GRADE MELAMINE - I/4" DOORS & FALSE I�+" AS REQUIRED \ < /(--1/,8 _ 2�2 FIiAAWIG • ]+' o.c A DRAWER Box _ PARTICLE BD w/ -}/16" MOW DRAWER FRONTS �- g_3 16• -- - --1 AU OR CONSTRUCTION Acium PLASTIC LAMINATE BLUM META-BOX FOR ALL CABINET -_ - DRAWER HARDWARE w 3/4' w am aLOD"w/ , DOORS & DRAWER / 3/4" PLYWOOD / UW. ON EXPOSED BLUM META-BOX FRONTS ; MELAMINE FOR — -- - I/ W _ - _ _ i SURFACES DRAWER HARDWARE cc ALL CABINET BOX a tom, 3/4" MELAMINE W 1/(pwr OD I/WaK Rip) 3/4" INDUSTRIAL CONSTRUCTION 11' N �, _ / PLYWOOD '= 3RA INDUSTRIAL GRADE MELAMINE _ DRAWER GUIDES (nP) GRADE MELAMINE PARTICLE BD. FOR t /!�!! L�IV/!!/!//JUT.'!/!!!!!!!!G'/.�: ' 3' SATIN WIRE / W -- - - -- PARTICLE BID W I � I FOR ALL CABINET -I/8" 1/T PARI.BD.r/BACKING L,wL / ' ALL AJUSTABLE / - PULLS - -- BOX CONSTRUCTION SHELVES W/ LINE 1 �.C.-"' PLASTIC LAMINATE z_ _. BORE D/4" PLYWOOD 1/+' PART. BD.w/RAS IAYI FOR ALL PENCIL M W/PLASTIC LAM. BLUM META-FILE W _ - V - - - 3/4' PIRMNG DRAWER FRONTS O 3/4" PLYWOOD ON ALL EXPOSED HARDWARE - scHEDUIED BASE 3/4' INDUSTRIAL s 4L t\ W/PLASTIC LAM. 4• t FACES ON ALL TOE 4 OR ti - b ON ALL EXPOSED II KICKS 4' & 6" f:---" 11 —2- FRAIWI FINISHED FLOOR GRADE PARTICLE - - C M FACES ON ALL TOE - TOE KICKS ARE -- ---- - - BD. Y// PFAST►C _ KICKS 4" & 6" USED REFER TO I' 24" LAMINATE FOR ALL 25' OR 1G' > TOE KICKS ARE 24" USED ELEVATION FOR 2_' ____ �`-� SUPPORT LEGS ,Q USED REFER TO PROPER HEIGHT w� N N ELE:ATION FOR (TYPICAL PENCIL DRAWER HEIGHT & DEPTH) PROPER HEIGHT (TYPICAL BASE CABINET HEIGHT & DEPTH) (TYPICAL BASE CABINET HEIGHT & DEPTH) C q� . REFER TO ARCHITECTURAL ELEVATION • REFER TO ARCHITECTURAL ELEVATION In W C E TI N * BOX BOX FILE PEDESTAL 4 SECTION ® DRAWER CABINET SECTION ® PENCIL DRAWER ~ SECTION ® BASE CABINET 2 SECTION ® BASE CABINET W/ SINK 3 S C O / / 53 12" 0 I• 1$" 0 1• 1Y 0 1' 12" 0 1' 12" 0 1' Q) • J �. } i iCO C) SOFFIT (MINIMUM UNDER COUNTER LIGHTING DEPTH 15' FINISHED)__\ 1-1/2" LAMINATED 1-1/2" LAMINATED M 0 PLYWOOD COUNTER PLYWOOD COUNTER '?i 5/8" MELAMINE 10" TOP I� TOP Z 3/4" INDUSTRIAL_ 15 FARTI�LE BOARD ` 5/8" PARTICLE BOARD W/ 5/8" PARTICLE BOARD W/ GRADE MELAMINE Z FOR ALL CABINET t t _PLASTIC LAMINATE ON All -� PLASTIC LAMINATE ON All --- -- 15' __ PARTICLE BD. FOR ,/e BOX CONSTRUCTION ---- - 1/4" SURFACES FOR All DRAWER GROMMET SURFACES FOR ALL DRAWEI1 ALL CABINET BOXFRONTS FRONTS \ - coNsrkucTloN 5/P" MELAMINE - I 1/2' W \' P1,RTICLE BOARD - 4J 3/4" INDUSTRIAL / rOR ALL ADJUS1ABl.E : -- - ---- --__- _ GRADE MELMINE 1" O.0 Z -- - fAOHT(Lour[IN F[IR r/aI1cN) - l-1/4 -� 2-1/4' ruuarrud�r O SHELVES W/ LINE BORE `' "`''"'''�Z` PARTICLE BD FOR Q l --- 1/4• PLYWOOD MINTER IOP EDGE ADJUSTABLE SHELVES � 1" O C--- _ BAND w, RAs.LAII �_ _ BLUM META-BOX _ _ BLUM META-BOX - W1 LINE BORE 14.1/4. w 5/B" PARTICLE BOARD DRAWER- --_ - v DRAWER HARDWARE Y ' DRAWER HARDWARE W/ PLASTIC LAMINATE - - - ; _ w ___ � -- _ �- h2 FRAI•IG•2r OC.t ABO�f � 3/4" INo11STRIAI ON AIL URFACES FOR M �' WAIER SKS FOR K40r�wE ' ELECTRICAL ELECTRICAL GRADE PARTICLE ALL. CABINET DOORS I ATfA° '� ACCESS / / �, ACCESS / _.- • 12-s/e"� �„ }. 3 4 PLYWOOD W ,_ 3/4 PLYWOOD W BD. W/ PLASTIC --- I 1/( WIp,GGG BLOOM V/ O O LAMINATE ON ALL : I RAS UW.01 EXPOSED SUIFFCES REMOVABLE PLASTIC LAMINATE REMOVABLE PLASTIC LAMINATE SURFACES FOR ALL 3" SATIN WIRE PULLS - ,---- J ACCESS — - FOR ALL SUPPORT ACCESS — - FOR ALL SUPPORT -- CABINET DOORS - ti U 1/r RYwDao w/RAs TAIL - PANEL LEGS PANEL LEGS -- UNDER CABINET0 r !—NOTE. PROVIDE —OAAwEA WSLIGHTING (BY DINERS) -- N I FN E/FNE PEDESTAL AS SHUWN ON LARGE - 3" SATIN WIRE POLLS- 13-7/8'� I SCALE PLANS. SEE / L DETAIL 9/A5.2 (SW) �-wom aoacNG As R[an 3/4' PLYWOOD 3/4" PLYWOOD RIBBING Y8' RIBBING CABINET HEIGHT MAY VARY, REO TO ARCHITECTURAL ELEVATIONS 3" LIGHT VALANCE ______111 - - -- • N � }' � 4" TOE KICK WITH - -- 4" TOE KIL,K WITH OTE. SEE 7/A4.0 FOR SOFFIT DETAIL Q PLASTIC LAMINATE � PLASTIC LAMINATE E IN/CHECK-OUT Q (TYPICAL WALL CABINET HEIGHT & DEPTH W/ 90" SOFFIT A.F.F.) 3/4" PLYWOOD W/ - 3/4" PLYWOOD W/ SECTION OVERHEAD CABINET SECT�� -COUNTER PLASTIC LAMINATE PLASTIC LAMINATE 6 4 CABINET HEIGHT MAY VARY ACCORDING 10 FIELD CONDITI(1LJ, $ FOR RECEPTION DESK FOR RECEPTION DESK d - 12" 0 1' 12" 0 1 N L SECTION ® OVERHBAC CABINET NETT L 9 SECTION (A.D A. ACCESSIBLE EK HEIGHT)ONSTRUCTION 10 SECTION RECEPTION DESK CONSTRUCTION . - EXISTING. 1z" o t' 12" 0 1' tL o t7 ' STRUCTUR SHIM AS REQUIRED l4% N =N o t m _ GYP. Ela. Q' Mn. sluD cc W c L w - m -- 0. CR I 2-CIO IB GIIAGE NTT. HEADERS Ld 3� Oda NEW LAY-IN TILE CAULK CEILING HEAD {p r 1 ATTATCH MIL. STUD FRAMING 7 N '. ® 16" o.c. TO EXISTING CI_G I� LL SYSTEM PER LOCAL_ CODES. (TYP.) GYP BID. D — PRO�11)E SOUND ATTENUATION BLANKETS a DOUBLE MR. STUDS - - CAULK AT S.A.B WALLS AS INDICATED EXTEND MIL STUDS 'I G TO DECK ABOVE I y PLASTIC LAMINATE COUNTER WITH m ON SHEET A1.0 - BLANKETS TO I BOWED FRONI EXTEND 48' ACROSS CEILING OF _ ADJACENT NON-ATTENUATED SPACE 4' MIN EXISTING FLOOR SLAB ,L „ 111111111111111 `�� 3 5/8 MTL STUD CEILING .. SFE - - - - FRAMING REFLECTED CEILING Ln 5/8" GYP. BD. PL"" N RUNNERSMTI_ STUD ATTACH W/ ANCHORS JAMB �I - I 5/8' GYP. BD. 0 2'-o uc MAX --- ,.-- — f - PLAsrTc LAM. GN 1/4• PLYWOOD `' SEAL EACH LAYER OF GYP. +I ATTATCH MTL. STUD FRAMING BD (ON EACH SIDE OF WALL) •-- TYPE "X• GYP BO �. - - " TO FLOOR W// MATERIAL 0 16 o.c. TO EXISTING FLOOR PER UL DE LIN NO UL 465 METAL SPUDS 0 I - SYSTEM PER LOCAL CODES. (TYP.) 16O.C. MAX FIN. FLR 1/4' JOINT MAX •FLOOR .i---- 2 20 PI WU LOCK'G Cy) 1 1 CONTIN, SHOW INUUW - CAULK MTL 51U115 . 6' 0C. MILLWORK 1� CAULK ----- GYP uU SECTIONS LI - 2 DETAIL sly I. � ® TYPICAL NEW 1-HR. FIRE-RATED PARTITION 12" 3 SECTION ® PASS WILJDOW A4ml - DETAIL ® TYPICAL NEW PARTITION 12" U I' BUP97-0037 ' 1- ' 12" 6" 0 �' _ 13200 SW Pacific HWy. FILE 00 oil I I Derembel 1996 10 of 21 IF THIS DOCUMENT IS LFFS IIF III "III III III III IIl I I III III lil I I III III 11T 111 111 111 111 I 1111 111 111 III III III III I I III III III I 1 I�I T�1 111 I 1 T11 T� T11 T T 111 111 1111111 111 111 111 I I I LEGIBLE THAN THIS NOTATION, IT IS DUE TO THE QUALITY OF 0•-;s•-7 THE ORIGINAL DOCUMENT. o� � r �oI19111111 - IIIIIIIIII�II!�IIII�IIII�IIII�IIItill�Irlllllllli illl�illl ILII Ilillllll�llll ILII IIIIIIIII IIIIIIIII�IIII IIII�Iilllllll�llll Iltl�llli IIII�IIIIItIII 1lilli1u�11611ID�IIcilll�llli 11 II11111IIIIII�II111111�I111 HILI LII Inl 911�1111�11�11111111�1111 GII ILII ilillull BALLASTED/SINGLE-PLY EPDM NEW EXIST ROOFING SYSTEM ON RIGID NEW EXIST. INSULATION & MTL. DECK CONSTRUCTION CONSTRUCTION011, -,. i HOIST BEAM I SEE STRUCT. 4" GRAVEL SEE 36�AR 112" REVEAL (TYP.) 17 f (TYP cc� DES E X 1S T. ROOFDES WBIT WATER PROOFING 13RICK V NEIP I BRICK (MATCH BRICK TO MATCH TO MATCH EXIST EXISTING EXR JOINT 2" AIR SPACE 4 SYSTEM 112" REVEAL (TYP)_ C.M.U. (SEE STRUCT ) 4.4 U1VEr INT SEE NOTES ON 8/A4.2 now... - LIGHT (SEE ELECT) RELOCATED EXiST, RECESSED BALLAS ROOFING SYSTEM ON C) ING INSULAT13N & MTL. DECK ASSEMBLY PER U.L.# P225 SECOND TED/SINGLE-PLY EPDM LIGHT RIGID K_4 ,Sim EXIST. PROVIDE 1-HR ROOF/CEILING (TYP. FLOOR LL.�u f GYP. CEILING W/ MIt FRAMING LAY-IN CLG -0 Ori DFS. EXTERIOR---"_� SOFFIT SYSTEM c: EIFS bRI( K 0 MATCH --STOREFRONT SYSTEM [XII Tit 1 �4. 112" REVEAL IHM OD I DOOR & (rip) BRICK TO MATCH r / __ - I - - Q) EXISTING FRAME Cmu STOREFRONT SYSTEM (SEE STRUCT) I'' it CONC. PAVING LOPE TO a 10 LOPE I ExIST, AIST RADE ---AIL NT OADE t > FIRST FLOOR 1/2' REVEAL (TYPV--J DOOR ALUM DOWNSPOUT CONC. CURB CONC SYSTEM SPLASH BIOCK STORE-FRONT z PLO IRS ELEVA10H PIT ELEVATION SECTION 0 ENTRY VESTIBULE SYSTEM 5/A4 3 ELEVATIONEAST 0 PROVIDE WATERPROOFING SUMP. PUMP EAP JOINT 31 . 1 1 1 k k 0 ALL BELOW GRADE PIT (SEE STRUCT) COVER ---20'-9" SURFACES OF ELEV. PIT Hill (SEE SPECS) SECTION ELEVATOR SHAFT STRIPING SLOPE PER 0Vv'i'r.*R TO EXIST.- DOWNSPOUT 'NITH o -/SCORED GRADE IRON BOOT CONC. STRIPING BRICK PAVING TO MATCH ATCH EXIST PER OWNER SLOPE PROW)IF K V-5" EXIETING CURB --fe-EX-1 T Borr9w �MuNnc) - Al.LIM RADE 81 (Gr- A SWO UPAUL MW OUWN'�POUT G 8,-0" 8" EXP ___ ___ K_2 � \ j I COVER - ___— — L__ EIFS Wolf 4" .01 ELEVAI 6F UP 6 It 0" N > R om AIA)m DOWNSPOUT II AUTO- OWR 100 EIFS OPEN j Ir --I --$TL. BOLLARDS OD 1/2" kEV[A[ (lfl STORE-FRONT III -1 8'-0 1/2* SYSTEM DOWNSPOUT WITH PP.) 4) 1/2- REVEAL (TYP.) r I ' 9'-8"IRON BOOT Sir ELEVATOF 84mg ; n C csi DOWNSPOU ITH T_ AIRLOCK 2IRON BOOT I X EIFS 101 CONC. • �I Ljj�AT SPLASH Bi()Cl( I 11, � �l HOLLOW METAL x FAC EXIST. BLDG. H EA 0AIR BRICK TO MATCH uvvff & rmmmL cc 0 LANDING BELOW . .... .. __ _ _< + 0 CONC. CURB + -LiNt-,,O� GYP. BID 2'-3" + goo OFFIT ABOVE \ 4ELEVATIONWEST -1 \ 11 - XP.JT. COV rn A— M2DEL IACW YjC 11 ____ - I I S GROUP. 1 0 F 91, F 9 1 SIORE-FRONT 8'-0 1/2" 10'-6" SYSTEM 1 L V_ /L _ I - - - — -MIN. INSUL. PROVIDE 1-HR ROOF/CEILING THICKNESS (TYP.) CHILPRE0 BRICK To MATCH ASSEMBLY PER U.L.# P225 GUTTER/DOWNSPOUT 2 TYP.) — EXISTING Cu L:j TYP.------, 4. cq ca ...... PLAN FIRST FLOOR . . ............ AXP JOIN] 0 c* ....... COVER 5ji 1 1 1 1 1 1 EXIST BLDG I � .... ......... --------------- 4 4" [ITS �T,GRAVIL GUARD _- _ / TYP. 4 ........ . ....................... y ............................ ................... gy�pg RNOUNTED 0 4 ROOF BECOW 1*a ICIVE SRADE MIN. 21 4 L TAPER INSUL. AT 112" REVEAL (TYP-) ROFFING MANUFACT- UR R'S RECOMENDED x iu SLOPE, Eff-VAI OR STORE-FRONT x co SfSTEM 411 21 DOWNSPOUT W TH z ------ PC HCW IRON BOOTo US :EE 112" REVEAL (TYP)—.--- M 4" EXIST. ROOF _�__� AUTO DOOR BRICK TO MATCH /--ALUM DOWNNSPOOU SYSTEM LBRICK TO MATCH EXISTING IRON BOOT EXISTING ROVIDE EXP. JT COVE RS 114iti LLFVATOR PLANS _2" EXP. JOINT COVER---Z H�w BY C/S GROUP PER SECTIONS, & EXIST. PARAPET- GFPSW-200/1 FOLLOWING MODELS: ELEVATIONS HCW, PC, GFPSW--200 FWFC-200 FOR CLG. 6 ELEVATION SOUTH ROOF PLAN A4m2 0 5' tit 11197-0037 PLAN SECOND ECOND FLOOR 7 , . 9 FILE: 31142.00 13200 SW Pacific Ilwy- I I of 21 DATE: 17 December 1996 IT THIS DOCUMENT IS LESS T111T LEGIBLE THAN THTq NOTATION, L 6 8 i0l IT IS DUE TO THE QUALITY OF 3" 0 •;, THE ORIGINAL DOCUMENT. 1_ 6 T_ II LII 9 2 ..2;�IIII ILII ILII IIII�IIIIII"ii,Itgii,,i,,Tier,i,i, Itri,I I, ..Trilli.Ttil.-, i.... ILII ILII ILII IIIIIYII ��' F 7=9=- a I I jM �i 6" 8" CMU 1 1//2" EIFS TO MATCH ELEVATOR DOOR SEE STRUCT. EX15T EXTERIOR COLOR PANELS _ DAMPROOFING ALUM SILL SHALL FLUSH 112" EXT. SHEATHING 1/2 W/ FIN FLOOR �I SEE FINISH SCHEDULE -� FLEXIBLE FLASHING u= tr- BOXED 4" MTL. ' - o° STUDS _ W 1 1/2" X 1 1/2" X 14 GAInn 5"X 5" STL. ANGLE °� , � - FORTN GALVT ANGLE OOR SEE STRUCTURAL U - ° 8" CMU BOND BEAM - ' `� FRAME CONCRETE SLAB - SEE STRUCT FASCIA PLATE SEE STRUCT -DRIP EDGE ° MEMBRANE WATERPROOF114G ROUGH SILL LINE SEAL BACKER ROD & M 1 1/2' 5" SEALANT ' SHIM AS REO'D -- - I `` O ELEVATOR METAL STUD ANCHORS - - r LL M PIT - I I 4" H M DOOR HEAD LF -S— i „ > 6 1/2' I 8" VERIFY a N OF BEAM ABOVE C N N W2C DETAIL EXTERIOR DOOR HEAD 0 EIFc °' 6' 3" 0 � -y O W TYP SILL ATSPEED DETAIL VATOR T ELE DOORS BRICK TO MATCH EXIST. Z 1, (FIRST FLOORS i - 1" RIGID INSUL. z DAMPPROOFING - FLEXIBLE FLASHING ADJT. BRICK TIES 0 16" J 8" CMU — - --- - O.C. HORIZ. & VERT. L. SEE STRUCT. - METAL FLASHING 1 1/2" X 1 1/2" X 14 GA. CONTN GALV. ANGLE RUBBER ADHESIVE - FOR SUPPORT OF DOOR --GRAVEL BALLAST _ FRAME � ` SINGLE PLY EPDM MEMBRANE - T - - METAL GRAVEL STOP � f - FINISH TO MATCH t iI "" '• SEAL. - -BACKER ROD & �ISEALANT — P.T. BLOCKING AS REO'0 SHIM AS REO'D - IIII � C -SEALANT -� METAL STUD ANCHORS ---- 1 1/2" EIFS- H.M. DOOR FRAME---------- METAL RAME---------METAL THRESHOLD BELOW HEBBi r4-) DETAIL 0 GRAVEL GUARD 3 a N NOT TO SCALE i East cm o4DETAIL �-X ERIOR DOOR JAMB @ BRICK BASE C =h m - OF LADDER y,. 6" 3" 0 d + V1 -- Q� I'-6" FRONT WALL OF MAx ELEVATOR SHAFT cci 6" •� I.. DIA, �'� •Q STEEL RUNE; - f a 8" CMU 1 1/2" EIFS TO MATCH uJ 2"x 1/2" *- -- F I z SEE STRUCT. EXIST EXTERIOR COLOR c STEEL BA-R-- 2 •� p � 8"X 4"X 7/16" z CLIP ANGLE ' 1/2" EXT. SHEATHING N G w 6" MTL STUDS ® FLEXIBLE FLASHING •7 �.� ANCHOR- - 16" 0.C. C]I DOUBLE 6" MTL STUDS _ F. RT. & P.T. WOAD ! BLOCKING 1 — _ AT JAMB - TYP. _ 1 1/2" GALV./2" X 14 (,A o - - FOR SUPPORT OF DOOR v u — x FRAME D - II -- w In i v � + a a FLOOR TOR PIT I+ +1 } SEAL, IACI.ER ROD & Z ~ 1D � '�FA1_ANT c i I SHIM AS REQ'D --- ul inul `A METAL STUD ANCHOR -- 4" MIN. (7' PREFERRED) H.M. DOOR FRAME BUT VERIFY MAX DIMENSION W/ ELEVATOR MANUFACTURER Z d EI FVATIOIJ VERTICAL EXTERIOR �- DETAIL SECTION DETAILS DETAIL EXTERIOR DOOR JAMB @ EIFS 112" 6" 0 1' 611 3" 0 BUP97.0037 p 13200 SW Pacific Hwy. FILE: 31142 00 • 12 of 21 IjMl II December 1996 i rl IF THI� rTrfllrh11I111 1'�II111 VIII II Ill�ljlili�l 1 1!11111 l l�r�llr!1IIIr rllllr�rll�rlr 1111111 Illllll illll I IIIIIIIIIIIIIII rllll�l 1�ilr 111j1IT�r11ji 1 1 111111 111�11�1I1111111 Ilr I 1 DOCIJMPNT 11 USS F THAN THIS NOTATION,IT IS DUETO THEQUALITY OF _ I____ 1�—____�1___ —�_�41_---I_!_'1_--.I._...61. �1 18�,__-- I �h-!- � I 1L1•---� //11�/� / THE ORIGINAL DOCUMENT. -j----- — _jl _ � �"°''r' �•-�-w t�{Jy r Q ` 7 1 g-, 139 11 Illlllllllllllllllli1III IIII IIIIII!II IIII�IIII IIII IIII�IIII IIII�II I IIII IIII Illl�lllllllll�lllllllll�lllllllll�illl IIIIII�I!II iill�Ilil iill�ilsiill�I ctlu�uli iill�IUI ilii�Illllllll�lliili�II ilii LII I11119n�In19n�InIlllninn sII�InI L11�1111 iniluil J - RIGID INSULATION EPDM SINGLE-PLY gq� E ryry — ROOFING SYSTEM GG EPDM SROOF N1GG STM SEEV3% GUARD ON TAPERED INSULATION CONC. SLAB- ~' - d_b0-�_tP"'Qo1 L� SEE STRUCT. P.T. WOOD BLOCKING 4" EXT. METAL STUDS w . ARD - AS REQUIRED 1 112" E.I.F.S.-- SEE EL GU - ---- — _ _ _ GRAVEL GU1/2 EXT. SHEATH. gEAIANT ANp BACKER ROD _ --- - - _____----- SEALANT _ -CMU SEE STRUCT. WOODS BROOKING ED } SEALANT C W AS REQUIRED 1 l l �� —, — 4" EXT. MTL. STUDS __- �••� M1 1/2" EXT. SHEATHING ---_-- ._, CR !E 5LAB- SEMI sNUCT. DWGs. ZA ` — 1 SEALANT AND BACKER ROD _ SEALANT AND BACKER ROD BRICK TO MATCH EXISTING EXT. MTLFRAMING — ------ AS REudiR D _ COUNTER FLASHING IbCD�. i _ 2 E i/2ExT.Fs�H14NHING -- - EXP. JT. COVER- 1IR RIGID SPACE -- CV O O _ O O SEE SPECS. DAMPPROOFING ' M - SEALANT 7 ZZ BREAK METAL CAP �I ' — w Q> 4] FLASHING N to EXTERIOR CONCRETE SLAB <; — INTERIOR CONCRETE L j Q) SEE STRUCT. �: - = SLAB SEE STRUCT. w% -«- c IIN BACKER RND obF- L___1FE FLASIBL THRU-WALL i /� ;, / SEALANT BRICK TO MATCH / 9 7 EXISTING — MU-SEE STRUCT. EXISTING PARAPET M (n 1" AIR SPACE / -- ^ M a 1" RIGID INSULATION K{1 Z -- X BgAMITUMPROOFINOUSING - {1 CONC. FOOTING D _ _ _ _ __ _ SEE STRUCT. Z 8" CMU / X DETAIL LLI � w e• e• IT 0 6" LL 2 DETAIL DETAIL Q `' e it e• • e• o 0 1 3 -THRU-WALL FLASHING —�- Bpy�ITUMINOU�1S -- DAMPROOFING JRICK TO MATCH �—EXISTING WEEPS 0 36" O.C. ,Y r- -SEALANT. 1" AIR SPACE SEALANT. REGLET/ TERM. BAR I" INSULATED GLASS BREAK MTL COUNTER FLASHING --- � ALUMINUM WINDOW fRAMI14G g ` EE 1" RIGID IN LA N - EPDM SROOFSNGG I d SEALANT AND B.R. I I ON TAPERED INSULATION \ 8" amu _— - EPDM LASHING - w P T. W 00 BLOCKING �-1 —BONDIN w:wuuww:w ADHESIVE .11'-1" t/� A$ RE D. d-� cibc0o cc o caokb onCk� co oon�,cac) -,CJ( � �\ \ eawruwwu:uu:uw: .r:u:wuu:ww+wuuuu.uw N ..,1_ EEgXXRIS��TINGF..••F.E. q / COUNTERMMTFUSHING �e2CVSL/A4'1 C) SPONGE TUBING W/ --- -� ! 1 _ EXP. JNT, FILLER gg LL E SEAL _ \ -EADM SROOFI IGGSSTM GENT STEEL PLATE- EXPANSION JOINT COVER SEE SPECS. N ON TAPERED INSULATION SEAL some 1C OoO - OuU �0o0b0o0 EXT. SHEATHING Cj _ --- -- - --' 1 I SEEASTREU TK U m -- — 0 .� — — SINGLE PLY E.P.O.M. ROOFING SYSIEM — - SEAL—,,. SEEE STEMS UICT cc 0 LLJ EXISTING BONDa Im CT] _ - _- - l„ BUILDING -- -- ET J _ _ ww wwu wuwuun:�rur.wwuuwalww,wiw:u�uuWm�wwwuwww u ERQEAM- — EETKUCT. - -- T.O.D. O MT STUD FRAMING AS REO'D yyyyop w%- / AST.REODD BLOCKING C u -- SEE STRUCT. 11-1/2" EIFS W ?Il1l!/II Il/Ill/!: I � D� o O O - ---- -- CONTROL JOINT w I - SEE m -- -- - - STRUCT. w m -- -- - ._ PROVIDE 1-HR P,f]DF/CLG 1 _ -- -- - -- - DFS SOFFIT SYSTEM AT EXTERIOR ASS MBLY PER U.L.,# P225 Q) - - --- DRIP EDGE- LAY-IN CLu. I I SEAL. do B.R.-- - GYP. BD LAY-IN CLG. 1" INSUL. GLA ING-�Y - -SEAL Q) II ALUM. WINDOW FRAMING o r 3 5/LT' METAL STUDS AS - -- - -- - --- -- yRICK TO MATCH REUIlIREO 5/6" THK GYP. BD. _ E:I) - cr cr 7 _ _ EXISTING TYP. HANGER WIRE - - -- - - - - - — — E l� 2" AIR SPACE EXPANSION JOINT f LAY-IN CEILING MOOEL FCS-200 f3, __ - -- __ BY C/S GROUP 0' — -- — BITUMINOUS --- - -- z �l AMPROOFING -pill 1111 111]1111 - L — - —Am- �_ A^ CMU n » 1 EXT. DETAILS DETAIL D ETA I LPROVIDE I-HR ROOF/CLG C� ASSEMBI-Y PER U.L.# P225 CAlll K- -CAULK EDGE OF SOFFIT u• '• e• '• 0 - 1 1!' e• e• e• 0 DETAIL SIM AT EIFS CONDTION PROVIDE I-HR ROOF/CLG �`-` -` A4m4 ASSEMBLY PER U.L.# P225 Up97-0037 FILE: 31142.00 _ , , _�� DATE 17 Decembei 1996 13200 SW Pacific Hwy. h f I 13 of21 IF THIS DOCUMENT IS LESS 71 jT 1111111 III III 111 I I III III III I I III III 111 III III' 11T III I I III III 111 III III 111 III 1141 JIIII IIII 1 III TI1 III 1 I TIT TIT 111 1 1 III 111 III IIl III III III I I I LEGIBLE THAN THIS NOTATION, IL 1T IS DUI•; TO THE QUALITY OF THE ORIGINAL DOCUMENT. 11 � � � ff rr htell11-111' i II19111-1 III IIII�IIIIIIIII�II�IIII�IIIIIIIIi�llll IIIIIII t IIII IIIIIIIIIIIIIIIIIII�IIII IIII Illllllllilllllllll�llll Illll llll illl�uli iill�ll�lliil�11�1111111111110111iiiii 111 Illllllu iilliiIIIIIIII�Iilrlll911��1ii191i�llll�II�IIIJIiii, III cil�lili inilull a V W Z V cc 44 O W N Z3 L. C Q) > Q N N N w W � � C // N��,yA2 V Fda- AccBr�,lf+c.r— RalTE TZ, IF ,fMAe E- pffa- Logic. CcDOS /I ,+ YL� o;J�tERs i►vsrK�f�-rloNs. i Q � O J/ def. L1 w(IF*Armr^dr ...•rr—ed /cru•1 .u -o. ,�_ . M L F o M wJOAANT a>�.EA a F ��l u,� N�rii',o•� ��$ E ��/Ii=10r�,/ Y14R�CIr��' AS Tzs4'r--) z — ( Im,irr�Ir/ � � •'! ^fes �4/ ` .i !� s-�` �� Vis• -=mac_\ty=om— ;sr _/ / — __ 8tik._ouo`�_1` /•rJ I`` ,o C I �7 ' —*�—= iWitTT"�TiriTii"jt�—Y leg I moo'arL 4w++1'' two lk U-) - -- ! •, I Ilff--UU 1 -I 0 edge ra.�_`. - ► 04 ff (s�. rl v��! . LAMP -- —- 1 O cm of I IJJ / v O ers+raa..o,porl on LL-I r O M W Qi v nl L_ N L I� i I� (3) li ) 11 SITE PLAN � I I I311P97-0037 A4m5 13200 SW Pacific Ilwy. C7 14 of 21 14E r11.1110O UAIE I/ Uetenibel 1996 i I II IF THIS DOCUMENT 15 LESS ITI TITITII II'IIIII III 111 I VIII 1 I VIII III 111 T11 IrT 111111 IgI�111 r1t11r11 III III III III II71 III III III 111 11111111 1 1jT III 111 III�IhIIIII'Ill 1111LI I I LEGIBLE T}lA1J THIS NOTATION, T I I�L I I I-L -I-- I �I I I-`—L---I��I-'---!L I I I llil 771 ._ IT IS DUE TO THE QUALITY OF _ _ _ _ __ _ N0,36 ee �•��;. ORIGINAL DOCUMENT. tell filgil �11111 L�� '-11111-11 til TF11 S�� d", 8711111611 8�T LT 194TLT--j;liU- THE TIIII�IIIIIIIII�IIIIlIIII�IIII IlllllII�IiIIIIIilll�liIt,,llllliI�IIIIIIIII�II,IIII IIIIIUII Illi�ll►I IIIIIIIII im�nn uu�unlun�Iln IIIIIIIu uIIIIIII nlln�nn nll�un nn�nn nIIIfJIIi 9 EXIS1IL11; SL_AH WAI l _ PRIORITY LEGEND „ „ TYPE X rP BD LUT-- 1" TYPE "X° GYP. JLOWER I TO WITHIN 1/4" OF DECK _ 1 �_ BD. LINER PANEL TWO HOUR RATE[) FIRE AND SMOKE PARTITION HIGHER PRIORITY 1 HIGHEST PRIORITY PRIORITY AND SEAL WITH FIRE SEALANT _ 2-,]/2' 25GA. C-H STUDS TWO HOUR RATED SHAk 1 WALL LOWER WALL WALL TO MAINTAIN IOR RAflm-4 �� - 24 O.C. MAX PRIORITY 2 PRIORITY I CONTINUE 5 8 TYPE X GYP BD & ��f �� TWO HOUR RATED PARTITION WALL I MTL STUD FkAMING AS REQUIRED ONE HOUR SMOKE PARTITION PRIORITY 3 I - ( I �•• r RE: HORIZ.SHAFTWALL. I` ONE HOUR RATED PARTITION PRIORITY 4 FOR SPANS GREATER THAN 6'-7" PARTITION TO DECK NON--RATED PRIORITY 5 ---`� ~-- TAPE AND REFER TO USG SYSTEMS .. _ __ � I 2-1/2' -RUNNER W PARTITION TO 4 MIN. ABOVE CSEAL BEHIND FOLDER SA-926 FORLG PRIORITY 6 LOWEST LOWER INTERSECTING RECOMMENDED STUD SIZE. SEALANT PRIORITY LL PARTITION AND GUAGE. I I-I l L LOW PRIORITY WALL HIGHER (TYPICAL) CEILING - SEE 5/8" TYPE "X" GYP BD PRIORITY THIS { THIS DRAWING IS FOR GRAPHIC PRESEN i ATION WALL -- - -- - RCP cc cc I ONLY. SEE INDEX SHEET WALL_ SYMBOLS LEGEND MTL STUD RUNNERS - 3-5/8" METAL STUD;ATTACH WITH 16" O.0 MAX FOR CONPONENTS OF WALLS, NUMBER OF , ANCHORS 2'0" OC MIN LAYERS OF GYP BD., TYPE OF GYP BD., ETC. HIGHER PRIORITY WALLS TO �'' HI G _ 5/8" TYPE "X" crP BD o CHER RUN CONTINUOUS PAST A = ��-�- �_ -��- - PRIORITY FIN. FLR. : M C-~. 'C-_ _ C �__ __ TYPE X„ GYP BD CUT LL c LOWER PRIORITY WALL. - - ., WALL „I TO WITHIN 1/4' OF FLOOR > HIGHER \ AND SEAL WITh Q a> � ACCOUSTICAL SEALANT � PRIORITY , ABUTMENT OF DISSIMILAR WALLSIDETAIL WALL -, LOWER TYP 1 HR RATED WALL •• '-� c NO SCALE PRIORITY , PRIORITY TYP 1 HR RATED HORIZ. SHAFT.WALL = 4 WALL WALL 6DETAILF-- -`^ 12” 6" 0 1' NOTE: rE Q. NOTES: IN ALL RATED PARTITIONS AND SMOKE PARTITIONS, THE SURFACE AREA OF C� INDIVIDUAL METALLIC OUTLET OR SWITCH BOXES SHALL NOT EXCEED 16 1. REFER 10 WALL_ SYMBOLS LEGEND ON INDEX SHEET FOR SQUARE INCHES. THE AGGREGATE SURFACE AREA OF THE BOXES SHALL NUMBER OF LAYERS AND TYPE OF GYP BOARD. 2. THE HIGHER PRIORITY WALL MUST PASS NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET, BOXES WHICH THROUGH [HE LESSER PRIORITY WALL (ALSO SEE DETAIL 2 THIS SH.) ----,----------------- -<-�----- ' - 3 0 G EXCEED THESE STANDARDS SHALL_ BE RECESSED A5 SHOWN IN RECESSED .S. TAPE AND SEAL JOINTS IN GYP BOARD IN PARTITION BEHIND EXTEND MTL STUDS II Z METAL WALL CABINETS" DETAIL. 90XES LOCATED ON OPPOSITE SIDES OF INTERSECTING, PARTITIONS. TO DECK ABOVE i RATED AND / OR SMOKE PARTITIONS SHALL BE SEPARATED BY HORIZONTAL _ _ EXISTING DISTANCE OF- 24 INCHES MINIMUM. — FLOOR SLAB a DETAIL T F 4" MIN - MIN SPACING INTERSEC ION 0 RATED WALLS IzrTT r-1zr�_i i IZ�s1�1ia 1.1=r.rrz W _ LL _ � NO SCALE FINDLING SCHED.SEE \ -_ - - 14 / MTL STUD RUNNERS ---- TELEPHONE, MAX 16 SO IN ,�1 ELECTRICAL BOXESETC.. - / OPENING, IN RATED --_- --- TWO LAYERS TYPE "X" OR SMOKE WALL. - 5/8" GYP BD (TYP.) GYPSUM BOARD FOR 2- Z- SEAL BOXES TIGHT TO GYP HOUR RATED FIRE OR 1WO BD WITH DRYWALL JOINT FIN. FLR. -- - q, HOUR FIRE AND SMOKE COMPOUND (1/4' MAXIMUM WALL (ONLY ONE LAYER JOINT BETWEEN BOX AND 3-5/8" METAL_ STUDS (gam EACH SIDE AT ONE HOUR ALL LAYERS OF GYP BD) 16" O.C. MAXI ;w RATED FIRE OR ONE HOUR SMOI;E WALL.} - ----- -- " x G DETAILELEC BOXES IN RATED WALLS SMOKE WALLS �Q7 2 12" 6" 0 1. 12 6' 0 1' OF STUD 1 5/8" MIN. MTL STUDS ONE OR TWO LAYERS OF TYPE X GYP BD 16" O.C. PREFERRED / 24" O.C. MAX. �8 12" O.C. MAX. BEHIND AS REQ'D FOR WALL CONSTRUCTION ALLOWED AT RECESSED ITEM -� -SIDED ENCLOSURE __.____ ."_ _ _ _-- PARTITION TO 4" MIN MTL STUDS _ 1\ ABOVE CLG OR PARTITION - - - CNE OR TWO LAYERS - -- �-- - " - --- �� _ - _ 01' TYPE X GYP I 2 1/2 MIN TO DECK (NON-RATED) C'�P FAD SEAL ALL. PENETRATIONS ;N 1` — l ' I Bl) AS REQUIRED FOR MTL STUDS RATED AND/OR SMOKE WALL _ �-_I , WALL CONSTRUCTION �.\ ® 16" -- - - - -- �- _ BEHIND E.W.C. . . • . -- ----- C TYP -- _ - - ----- - loo it 6" MTL STUDS ® zCD s w w - - -- - -_-_-- _� . — �_� •V p 16' O.C. MAX. F-- Z I z= z I - R �• -- - VERIFY FROM FLOOR TO w w w¢ N a m z Z •'�' r — DECK ABOVE &-: n<� i .._ 1,_. �d o o U C CALK CALK I I CALK CONTN � � "B" \ AROUND E.W.C. w CALK CONTN - TYP. _ (TOP, SIDES, 4) TAPE & FINISH JOINTS & SEAL \ _ _ A PLAN SEAL ALL PENETRATIONS IN 5-SIDED ENCLOSURE, ALL PENETRATIONS IN GYPSUM FURR WALL ABOVE (� T Z T AND BOTTOM). bm EVEN THOUGH NOT VISIBLE, TO MAINTAIN WALL INTEGRITY BOARD BEHIND CABINET AND BELOW CABINET z �' 0 ONE OR TWO LAYERS OF TYPE X GYP BD AS [ k-fl -RATED � T w (n a 6' A" kATECI CSR ,Mc_1I� L uV�,l l f3' WALL. � > � - REOUIRED FOR WALL CONSTRUCTION (SEE WALL SYMBOLS LEGEND ON INDEX SHEET) PROVIDE 6" OR 8" -r-- •� O 6" HORIZ. 20 GA MTL STUD (FOR ATTACHMENT OF GYP 2 1/1" MIN. MTL. - STUDS AS REQUIRED ° .�L ` BD ABOVE RECESSED ITEM) ATTACHED AT EACH END FOR PIPING AT FIRE � STUDS � 16' O.C. � - -� TO VERTICAL STUDS MAX. BEHIND CAB. - - -- - - _` I HOSE CABINET V-6" MIN V-6" MIN ,� �•� -- CALK CONTN - TYP. VERTICAL 6" MTL STUDS BEYOND 0 16" O.C. I Mjl STUDS 4 3 8' I MAX. ON EACH SIDE OF RECESSED ITEM. SEE PLAN ABOVE. > 16 O.C. TYP 1 I - 44' - - - - 1 l PLAN 12" 6" 0 --- 1 � o --- RECESSED OUTLET OR BACK BOX AND/OR j 1 ' MEDICAL GASES OUTLET BOX OF 4 1/4 MAX. DEPTH CONTN. CAULK VARIES SEAL ALL PENETRATIONS IN RATED AND/OR SMOKE '} ELECTRICAL PANEL, F.H,C., 1 5/8" MIN MTL. STUDS 0 12" O.C. MAX. FOR TYP. ' F.E.C., OR OTHER WALL WHICH IS HIDDEN BEHIND FURR DOWN ATTACHME11T OF GYP BD BEHIND RECESSED BOX TAPE AND FINISH RECESSED CABINET OR - r AND SEAL. ALL JOINTS BOX OVER 16 SO. INCHES MTL STUD RUNNERS AT TOP & BOTTOM OF VERT STUDS PENETRATIONS IN GYPSUM IN FACE SIZE _ `' z BOARD BEHIND CABINET � o� , 6" HORIZ. 20 GA MTL STUD. ONE OR TWO LF ,ERS OF --- So (FOR ATTACHMENT OF GYP BD FURR WALL_ ABOVE TYPE X GYP BD AS REOD _ ,-j,lJ _ BELOW RECESSED ITEM) _ ANS BELOW CABINET FOR WALL CONSTRUCTION. af z ATTACHED TO VERTICAL NOTE: THIS DETAIL MAY BE USED "I_ " RA-H- 0 ()R SIV10kE WAL1- r �. ,,,cs STUDS AT EACH END. ONLY IF SPECIFICALLY APPROVED -- LAY-IN CLG - err -- " Ln A" BY GOVERNING AUTHORITIES. NOTE: 5 SIDED ENCLOSURE BEHIND CABINET IS NOT NECESSARY IF RATED OR SMOKE WALL Y - __-_ IS CONTINUOUS AND ALL PENETRATIONS ARE SEALED FLOOR TO DECK BEHIND CABILJET. EDGE OF WALL Wim, BEYOND 11'� ,,rr - - D�� SEC T I III I NOTE: SEE PLANS FOR LOCATION OF LEAD LINING. MAINTAIN I I GYP BID v,0- CONTINUITY OF LEAD LINING AT ALL WALL PENETRATIONS PROVIDE WALL FINISH TO NOTE THIS DETAIL APPLIES TO ALL CABINETS & BOXES OVER 16 SO IN. IN MATCH ADJACENT VERTICAL SIZE (IE. FIRE HOSE CABS., FIRE EXTINGUISHER CABS., ELECT PANELS, X-RAY WALL WALLS - -- - DUCTS, MED. GAS ALARMS, MED.GAS OUTLETS, FTC.) ELEVATION E U A T I D N S E C T I D N 3 5/8 " METAL STUDS AT ALTERNATE METHOD OF USING 5-SIDED ENCLOSURE 12' OC. MAX BRACED OR MISC. DETAILS NOT TO SCALE HUNG FROM STRUCTURE ABOVE. 3DETAIL FOR RECESSED OUTLET BOXES OF DEPTH LESS THAN 1 'Y P' I L' 6.1 .3" . . 0 4 1/4 AND NARROW ENOUGH ,TO FIT BETWEEN THE 5U E T A I L RECESSED METAL WALL CABINETS 8DETAIL A L E ,W. - , Al LI v L , -Li1,I97 I _ VERTICAL U SPACED A 16 O.C. 12' 6' O -,� A4v6 13200 SW Pacific IIwy. 12" 9" 6" 3" 0 15 ol'21 FILE. 31142.00 f1A1E 17 [Iecember 1996 1 I r `I I I I I I I I I I I I I I I7111�11111111"Tl r 1 1 1 1 T l l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1' t 1 1 "1 l i f 1 1 1IF THIS DOCUMENT Tc1.F.SS TII III III I � I � 1 lel I � Ill leISI 1 � ISI 111 � 11n 111�j 1_RGTBLF THAN THIS NOTATTOPI, I Z_.. Is.�. _ — � _�� I 6 I-- 11__ -- � _�� IT IS DUF TO THE QUALTTY OF i No.3e �• ,,, �4��us-� �(J� ! THE ORIGINAL DOCUMENT. — "91VIIIIIII BLE G L _ G ��oG� G [[ t8 � �L111111�1111�1111�111111111 ILII 1111IIII1 111111111 Illilllll IIIIIIIII IIIIIIIII 1111111111111111111111111 1111111 1111111111111111911111111111111111111,8111 Eli IIIIIIIIIIIIIIIIIII IIIIIIIII III1111111111111IIIIIII111111111111111111171111111 IIIIIII II IIIIIIIII IllllfJll t GENERAL NOTES REINFORCING DESIGN CRITERIA �- '16 I \ I CONSTRUCTION METHODS, PROCEDURES, AND SEQUENCES ARE THE 1 ALL. REINFORCING SHALL CONFORM TO THE LATEST REVISION OF A BUILDING CODES. AND STANDARDS. DISk-,NrTINUE v CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL TAKE ALL A S.T M. SPECIFICATION A615, GRADE 150 W.W.1 . q JOINT THE NECESSARY MEANS TO MAINTAIN AND PROTECT THE 1. AMERICAN CONCRETE INSTITUTE, A.C.I. 318-89. '" DEPTH OF STRUCTURAL. INTEGRITY OF ALL. NEW CONSTRUCTION 2 ALL REINFORCING SHALL BE DETAILED IN ACCORDANCE NTH ACA 2. AMERICAN INSTITIJTE OF STEEL CONSTRUCTION, A.I.S C. I SAW CUT -- t- STANDARD 315, OF LATEST REVISION. 3. UNIFORM BUILDING CODE, U B C (1994 EDITION) r 2. COORDINATE WITH THE ARCHITECTURAL, MECHANICAL, PLUMBING, AND 4. AMERICAN WELDING SOCIETY, A.W.S. -+-- • - - ELECTRICAL DRAWINGS AND VERIFY THE LOCATIONS AND SIZES OF S WHERE SPLICES ARE NECESSARY, REINFORCING SHALL BE LAPPED 5. STEEL DECK INSTITUTE, S.D.I. � , 'a CHASES, INSERTS, OFENNGS, SLEEVES, FINISHES, DEPRESSIONS ANDT 30 DIAME1tRS, UNLESS SHOWN 0 HERNASE ON DRAWINGS. OTHER PROJECT REQUIREMENTS. B GRAVITY DESIGN LIVE LOADS: (l 4 NO REINFORCING BAR SHALL BE WELDED IN ANY MANNER, UNLESS 1 3 USE MANUFACTURER'S CERTIFIED DRAWINGS AND SPECIFICP,TIONS FOR SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS 1 ROOF 20 PSF 1. HAND f00L JOINTS INACCESSIBLE BY SAW. l EQUIPMENT ANCHORAGE AND DETAILS. 2. JOINTS TO BE SAWED AS SOON AS POSSIBLE AFTER CONC POU '). ALL WELDED WARE FABRIC SHALL CONFORM TO ASTM A-185. WELDF.0 C LATERAL DESIGN LOADS 3. JOINTS NOT TO EXCEED 15'-0" w EITHER DIRECTION. u 4. NOT ALL OPENINGS ANU OTHER COMPONLNTS THAT ARE REQUIRED HAVE WIRE FABRIC SHALL BE LAPPED A MINIMUM OF l'-O" AND SHALL BE L t- BEEN SHOWN ON THE STRUCTURAL DRAWINGS FURNISHED IN SHEETS ONLY (NO ROLLS). 1 PER UNIFORM BUILDING CODE TYPICAL SAWED N T INT -45 ALL STRUCTURAL MEMBERS. AS SHOWN, HAVE: BEEN DESIGNED TO CARRY IN PLACE DESIGN LOADS ONLY THE CONTRACTOR SHALL BE STRUCTURAL STEEL _ - 7-3F` RESPONSIBLE FOR THE SUPPORT OF ANY ADDITIONAL LOADS AND INTERFACE NTH EXISTING BUILDING � c: K) FORCES IMPOSED DURII4G CONSTRUCTION, TRUCKING, ERECTING 1. ALL STRUCTURAL STEEL SHALL CONFORM 10 ASTM A36. N AND HANDLING. 1 CONNECTIONS AND ADDITIONS TO EXISTING BUILDING 'ARE BASED L L_ > 2. ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, ON ORIGINAL STRUCTURAL DRAWINGS. < a' GRADE B. 2. CONCRETE AND BEFORE FABRICATION, THE (��1L v1 3 FABRICATION AND ERECTION SHALL CONFORM TO RISC CODE ( AFTER DEMOLITION IS COMPLETE, CONTRACTOR WILL VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS. C STANDARD PRACTICE THE ENGINEER WILL. BE NOTIFIED AND ALLOWED TO EXAMINE THF - 1#4 CCA T � LAJ C �• CONCRETE SCHEDULES AS--BUILT STRUCTURE TO MODIFY DESIGN AS REQUIRED 4 ALL WWEIDING SHALL CONFORM TO AWS STANDARDS THICKNESS OF SEE ARCH. FO - WW.F r � ITEM 28 DAY COMPRESSIVE . � FINGRADE 1. STRENGTH WELDS ARE AS SHOWN, SPEC;FIED OR REQUIRED. 3 THL CONTRACTOR IS RESPONSIBLE FOR PROTECTING AND MAINTAINING - ------ ` Q) THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING AT THE _ 1. ALL CONCRETE 3000 PSI NORMAL.-WEIGHT 5 ALL BOLTED CONNECTIONS SHALL BE MINIMUM 3/4" DIAMETER, A 32 INTERFACE CONNECTIONS. _T� SIGH STRENGTH GOLIS (U N.0 ). o _Ills _ B. CONCRETE COVER OVER REINFORCING (U.N.0 ) I � + (� ME TAI. ROOF DECK °1 N) s-- I. UNFORMED SURFACE IN CONTACT WITII EARTH 3 IN. N,) Cti 2. UNFORMED SURFACE OVER 'VAPOR BARRIER: 2 INTt METAL ROOF DECK SHALL BE 012" DEEP, 22 GAGE GALVANIZEO, 2#4 CONT 3. FORMED aURFACES EXPOSED TO EARTH OR WEATHER: INTERMEDIATE RIES METAL DECK. 06 AND LARGER 2 IN. 8" I #5 AND SMALLER 1-1/2 IN. A FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER ATTACHMENT TO BE PER MANUFACTURER'S RECOMMENDATIONS z SLABS, WALLS: 3/4 IN. -- C(XUMNS, BEAMS: 1-1/2 N TYPICAL TURN Li DOWN �)LA_B DEVIL 1I117 & FOUNDATION 1 UNDERCUT BELOW FOOTING BEARING F:EVATION OF ELEVATOR TOWER u' 5'-0". UNDERCUT BELOW THE REMA04DER OF BUILDING PAD 2'-0" BELOW r00TING BEARING ELEVATION. 2. FILL, WHERE REQUIRED, IS TO BE PLACED IN 8" LOOSE. LIFTS AND COMPACTED TO AT LEAST 95'% OF MAXIMUM DENSITY AS ESTABLISHED - (TYP) .� IN ACCORDANCE WITH ASTM TEST METHOD D1557. 3 IMPORTED FILL MATERIALS OR ON-SITE EXCAVATED SOILS SHOULD BE FREE OF DELETERIOUS MATERIALS. FILL SHOULD BE FREE OF ROCKS OR HARD LUMPS LARGER THAN 3" NOMINAL DIAMETER. IMPORTED FILL • SOILS PLACED IN DRY WEATHER CONDITIONS SHOULD CONSIST OF GRANULAR _ MATERIAL WITH LESS THAN 25% BY WEIGHT PASSING THE NO 200 SIEVE ° FILL TO BE PLACED DURING PERIODS OF WET LEATHER SHOULD CONTAIN LESS ` - ------ --2Q-=- - - - - - THAN 5% PASSING THE NO 7.00 SIEVE. MATERIAL PROPOSED AS STRUCTURAL �- FILL SHOULD BE TESTED AND APPROVED BY A QUALIFIED GEOTECHNICAL ENGINEER PRIOR TO ITS USE IN THE FILL AREA REINF. SAME SIZE 8c --a-.- -------„ 4. FOUNDATIONS SHALL BEAR ON MATERIAL_ CAPABLE OF SUPPORTING 2300 PSI NO. AS MAIN REINF. TYP. TURNDOWN 5. SHORING WALL BE REQUIRED AT EXISTING FOOTINGS ADJACENT .O THE NEW EXCAVATION THE CONTRACTOR SHALL EMPLOY AN ENGINEER, USCENSED IN THE - STATE OF OREGON, TO DESIGN THE SHORING AND BRACING SYSTEM, THE SHORING AND BRACING DESIGN SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE. AND FEDERAL TYPICAL FOOTING STEP DETAIL E REGULATIONS. THE CONTRACTOR SHALL SUBMIT DESIGN DRAWINGS AND CALCULATIONS. SEALFF) BY AN ENGINEER LISCENSED IN THE STATE OF OREGON, FOR REVIEW BY THE ARCHITECT -' DESIGN DRAWINGS SHALL SHOW ALL NECESSARY SHORING AND BRACING TO PROTECT EXISTING STRUr'URES AND SAFEGUARD WORKERS. I I I N I 11'- 4" 1'-0" 6,-8. I 8" i I COL. & FTG. TYP TURNDOWN A I i TS 4.4x1/4 -J ----- t I -fi - - -- - - ---- - �- - -- 3" ► Irv_ I I I J I r - COVER ( ( � I I I I �1 U C41- Ln • 1- - .- � I I .• � a L1 U U - In 14 1 Ic i I C� �_..._.� 4'-0" SO. x 1'-0" DE _ _. . - _ _EP i I I RENF W/ 415 EA. WAY BASE R 11.3/4x0'-it" W/ 9 8'-4 4-3/4"9x1'--3' A. BOLTS I - I TYPICAL COLUMN DETAIL_ - ---- - -- --- -- ----- - - L - �� _ I I -H - - - - -- - - - -f- -- - - -t - - - - _ _ J J TYP. TURNDOWN i SHORE EXISTING FOUNDATION, F2#4 CONT. AS REQUIRED. -- A ffr - FQUNUATION & FIRST _FLOOR PLAN 2#4 CONT. FIN. FLR ELCV. 0 00 1/4" i I FLOOR CONSTRUCTION: OPFNI'� _ CONT. L.4x4x3/6 - BEAR EI" 4G SIDE 4" CONC. SLAE? ON DRAINAGE FILL REINF. W/ 6x6-W1.4xW1.4 W.W.I PR �� t>dINFF 0'-0" I v T'-On WV Q '1UNTIATION R FIRST (Look ok 1 694E � p(ATy O " �'' -I ^pICA1 OF7AR.S I L'LL6►�.vti ;F NERAI NOTF S k OREGON 3 TYPICAL L-N T' l� DETAIL y,s Sims MT`s 1 BUP97-0037 s0I 13200 SW Pacific IIwy. • L._ 16 veal TLE: 31142.00 r \CURDYWI\96237\962370IA 12/19,'96-•07:51 ATM OAT 12 DFCFMWR 1996 E.3.0. �_. ..�.....,� ' THAN THIS NOTATION,1E. THIS DOCUMENT 1" 1,ESG " 'I1III LFCTBLIIS III III I I III III .111 I I III III 111 Ill III Ill 111 I 1111 11. Ill 111'111 III III I � III III I III 1T�f 111 1 1 TIE ill III 111 ill III III I I � 1 F. ---�--- -�-- I----�___ .-.I -1- -=- --I--III I 111171;j L�_ Ti1 ��-� IT IS DUE. TO THE QUALITY OF - 70 8-0- THF ss I 1' - - - - -- -- -- - -- -- - - --- -- - - TILE. ORIGINAL DOCUMENT. t 7 61L tg--Lg 9G t G £TG EG I 0 G 801 B1 L9T 91[ 6�1i 6G� i TT�T 8 GI illllll ILII ILII ILII ILII IIII�IIII Ilil�llll 1111 IIIIIIIII IIIIIIIII ILII ILII ILII IIIIIIIII 1111 ILII ILII11191 ILILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII Ilil 1111 IIIIIIIII IIIIIIIII ILII ILII ILII ILII ILII ILII ILII ILII ILII IIIIIIIII �� IIII.IIIIIuII .j 6'-8" e" U a 3 L-U SPA. = ,U'-10" V-0" 2 EQ. SPA. 6 9" � i ao W8x28 G" 8., 5'-_9" B" 6'-D. 8" 6" I 3 - 12W JOISTS I r. ao �4 - 12K1 JOISTS _ ✓ x' o lye -r- - -- - WWF OD Z310 cl 114- WM I . • t0 1n c0 I 00 Ha*8xd • 6. �• O �3 • + I .a f� - -- -_. 28 05 CONT. W/ - T 6 , r2�4 CONTW/------------------ --------------- /3 fES O 24 0 --------- - -- ---------------------------------- -----------._--------m N3 O 12` O.C. >— In- #5 O 12" O.C. I I SMORE EXIST FOOTINGS E.W. EA. FACE. _ _ AS REQUIRED Z a I... _ � I U _SECOND FLOOR & LOW ROOF' FRAMING PLAN J L22'-0' SQ.x2'-0' DEEP I1 ROOF CONSTRUCTION: SUMP PIT. REINF. 6"WALLS & .-LUOF7 W/ I 1'12" DEEP, 22 GA., GALV. TYPE "F" INTERMEDIATE RIR METAL ROOF DECK. W Pj ,y406" O.C. E.W I z I II 8'-4" 8 4' 2" 4'-2" — ----— Q, G F I SIM I �T_ ON_ 1/2,. _ , 0 0 I .r I ----------—---- -- - -- -- m E SIM RQF— FRAMING PLAN i 6" 6" 6x1/4x0'-6" W/ s/e"o 2#4 CONT. 31/4" JHD STUDS O 2'-0" 0 C CI>N 1. 1/4" fjE.N( Ip CONT L3x3xI/4 ELEV. SEE ARCHF� W WY )NI. --ELEV. +9'-8" �. 1 - - . '- - �- PIN. GRADE ELEV. +9'-8" � �V — rpt— • —' , 01 1 z Ili- 17 ! 1#5 CONT -J V ♦ I _ C4- 2#4 2#a CONT. o SECTION 0 TION SECTION �' j,4' B e SECTION 0- 6xs/Sxl'-4" --- ELEV +25-10" SEE —_---- • —.�,r—___.__._---_—__� __-- --- - D. , FONT. L4x4xAcs/Q/W/ x0'-4" NSTIFF. # 0FOR RM SIZE 1`--6O.C.STUDS 6x /4x0, 6, W/ s/8"o A. BOLTS O 2'-0. 0STLbS O 2'-0" O.C. _C. a - - ---------- ;ONT. L4x4x/4 W/ CONT L4x4x1/4 /e"o A. BOLTS ELEV. O -0" 0 C. +� I9 CONI , #5 O 10" ) C. f Jr _ Y N CS z _ / 1 X15 CONT. f Y � � 2#5 VERT. FILL CELLS 1#5 CONT. -) O REINF. (TYI✓. U.N.O_� i v) U _ -- DESIGN JOIST FOR - w I CONC. DL = 3.Ok V, w w 0" PROFS �..._. `g� �pINEF so _ SECTION �. 9PE °�,�� PLANS, SECTIONf Ar DFrNI DETAIL � � JECT10N - " --- ,. _ , . E �,�,. OREGON �SECTION�TI O N ��5,. - ,o S, c �kis �' 3/4 ,, 'i4 y31MsME� I IP97-0037 si I 13200 SW Pacific Ilwy, r1l 17 or21 F:\cuaowc,\98.3.\9523?e2n 11/ 9/94-07 57 STM FILE: 31142.00 8.0._�.. ..,.,...ems►,..-,..,�,A,r,,.,,,,,.�,.,,,.r,«..... .,,IF 12 orcrmWR 199F iTfjllr 1111('IIIIIIIIIiIIIIII ;� lll��-�i11111�1IIIIIII1JTir �1�1�11r�ij�llri1l�ll�if��li6 �I�I�I1IiI�I�� 1777-7 IF THIS DOCUMRNT IS I,F..SS lrJ5I T IRLR T1{AN THTc NOTUALI T 0, _ _-_--__-TT IS DUF. TO 'THE QiIALTTY OF -- / /q TNR ORIGINAI. DOCUMENT. -- -- 77 - --- - -- - --- -- — - - -- — No 36 A. �IU� ` X/ Itr T1L 81T BTT L T 19�T 14 T fill I [E�i 11i I It I (�T 111 j 6 TB �TI 9 I t l S I i anim VIII IIII IIII IIII IIII IIIIIIIII IIIIIIIIIIIIII IIII IIII�IIII IIII IIII IIII 1111 1111 IIIIIIIII IIII IIII IIIIIIIII�IIIIIIIIIIIIII IIII IIII Ilii IIII IIII IIIIIIIII IIII IIII IIII 1111 IIII IIII Illi 111111. IIII IIII IIII IIII IIII IIII IIII nu nn nn,nn uH nnlHl11u1 nn ultlull AIR HAi� DLER SCHEDULE � - --�+ ELECTRIC UNIT HEATER SCHEDULE FAN COOLING CAP. MBH COIL SUPP. ELEC. HEAT SINGLE POINT CONN. YMBOL TOTAL 0.A. E.S. �F� FILTER EQUAL TO UNIT CAPACITY ELECT,FACE ELECTRICAL - MAX. F.V. SERVES TYPE CFM REMARKS CFM CFM (IN. WC.) IiP. LRA TOTAL SENSIBLE AREA KW N0. STAGES MCA MFS 1„ T A TRANE N0, KW VOLTAGE AC_ 1 �4OC��O Oi 1/2 3.1 6.6 48�� 40 6.19 4.8 1 `- 208/1/60 26 30 350 Lf E 0 4 8 EWH-101 AIRLOCK WALL 2 245 208/1/60 MOU TIT T' 101 SEMIRECESSED — MOUNTED , STAT - 12" AFF VESTIBULE WALL UNIT Mq CONDENSING UNIT SCHEDULE v REMARKS EWH-202 202 SEMIRECESSED 2 245 208/1/60 MOUNTED T'STAT AFF Y'MBOI_ TOTAL COOLING SUCTION AMBIENT _ELECTRICAL NO OF RLA LRA N0. COND. H.P. FLA MIN. 1 PROVIDE UNIT FOR CAPACITY (MBH) TEMP.('F) TEMP.('F) VOLTAGE MCA MFS KW FANS EA. EA. SEER LOW AMBIENT - _ KO5 COMP. EA. EA. COOLING, 0'F..0 T45 90 208/1/60 320 — 1 24.0119 - 1 1/5 1.6 10.1 - _ M O �: C M g > 1. CONNECT ALL NEW DIFFUSERS TO EXISTING MAIN DUCT. Q w C N Q4 W � C r > F ENCH DRAIN ; M O en 1" AUX, GRAIN TO SPILL ON GRADE. ��._\ 2" NIT DRAIN T AIR DEVICES (_L9 z 1 FR NCH DRAIN - REFRIG. PIP /-pC PERFORATED CEILING DIFFUSER, SUPPLY 100 CONC,PAD 240 24 INDICATES 24X24 NOMINAL FACE SIZE, - - - -- -- - - - M 06 INDICATES 6" ROUND NECK DUCT CONNECTION SIZE EL£vA1cX1 SUP IL SUPPLY RA. RETURN AIR I - CU �4 ROUND DUCT SYMBOL I/ _ -CONNECT TO +' �wrtEXISTING DUCTWOR - 1- I__ AtA i oar. W X H RECTANGULAR DUCT )1 1y , ? w,unNc CONTRACTOR VERIF L TIrx., I y� CHILDREN'S J �i 702 'Cl'PnON ---------- L-exb _� 44 •_._________. r-----� r-===-, I RECTANGULAR SUPPLY DUCT TURNING UP 11 t o ;;D ver''• _ 1 . � r. .•, wAl nrlc �"�-I � 1 , f 1 1 1 I > 103 � !_� IrI 1 -- --------1 i _ i H------_..__-___ BUSINESS r-----1 r , I �< RECTANGULAR I �-------------- BOE, RECTANGJLA.R SUPPLY AIR DUCT TURNING DOWN ,:A!1 PROCk'DURE I �, I MEDICAL 1 IL AI TI I I a K e r 119 �/ 4 .�Y �' j� I PI AN I I I I {t,. t +L l•� � I REC�■ORDS _-___ i 1 1� '�I• -�� 1 1 -- illt: t_-^ 1 r- I \�./• I I I I -� MAXIMUM 5 FLEXIBLE DUCT ALL BRANCH DUCTS i!a ,:;;. d !. ��:. 1 .i 1,., 11� T ✓' li J)I l I owe I I �zt I I ROOM -� CONICAL SPIN-IN WITH MANUAL DAMPER � I ROOM `, p WIR STATION J _--_ _ I 11 I Ltd I TOILET r n 11 ♦--'--------- I - I , 7\1177W7721 r7 ' ---q—,f---- - - r 6 O 1- ---------1 7 i MAI . )AL DAMPER d PROCEDURE > CORR. - I ----------- k421 i ` I 111 EXAM I 1 EXAM 'EXAM I�Q -- -' ! j 116 113 I i I ICJ -- ------� FLEXIBLE CONNECTION .' r �.___.._._..._—___ s •-- I II 15L'HEDIIIENS' 1 i f azo I0MCIE I eza ! dd j 107 EXAM ;I "� I CONNECTION TO EXISTING 122 Il J�I IXAM MECHANICAL ROOM - -7 r----- i I X114 106 r I I I I JOC, I 11` a eze i i owe i i V1J --- I ' . __ _.. i CT) THERMOSTAT $ss NIIR]C CORR1001i O O STATION ,OR WON 7 z' 12, I 4 1.39 IN _ l I O 1 I I f �� ewr�•---i I .• 1 I II II I A U A. A.f)A 1 i I- ��---_-rL._.. FENAIE MAIL I I I 1 L x.AN I O ' IEI.EFHONE ratrT TonTl � I DATA ROOM/ 127 126 @ 130 EXAMI I /� 2 I NI:'r I C� o l 1 JI I i 'a eTc PH7SIl IMPS TJ O 12yE � 125 CORR1UUR 140 I _ ------ ir------Ir MECHANICAL_ HOON I 1 128 I f I � H NOAH" I 1 II II I I EXAM I---- L- ---�I-------Jt.------ ' 13A I tFla l=ZN L�-11 Ex,w � l O _HVAC - FIRST FLOOR PLAN 00 F I NORTH o 40 e'6' HVAC-FIRST d ``��unLrolunrrr,,, FLOOR PLAN PROP","" N DUP97-0037 ORAL —= M 1. 1 _ 13200 sw racIrc 1ltvy, ''-�9'• �.... P�,'�` lSof21 $n \0 FILE: 31142,00 /Z��- UATE: 1 1 December 1996 - IF THIS T)OCUMFNT IS I,FF� �1 III III III III III II1 I I III III III I I III III IJ1 1�TLIT, 111 � T�I �IIIIIIIIIIII IIIIII III ? 1 T1 11 1 1 1�T 1 1 1�1 1!r1�LEGIBLE THAN THIF NOTATION. 1 _ —_ — � - . 1I i �_I! i_ L!_l moi '}b �! -� n IT IS DUE TO 'THE QUAi.ITY OF `-- - "- fill Ale.seJuly • THE ORIGINAL. DOCUMENT. _� r ___ ----�— VIII ILII ILII (III IIIIIIIII ILII IIIIIIIII IIIIIIIII IIIIIII I IIIIIIIII '11111111 IIIIIIIII IIIIIIII�III,tIIiIIII�IIIIIII�I IIIIIIIIIIIIIIIIIII ILII Illllllllllllsllllllllllcl illiiiIIT IIIIIIIII IIIIIIIII IIJ1111IIIII LIIIIII1 11111llllllllllllll yl ill 11111 Iclll ILII IIIIIWII r I I EXFANSION VALVE SOLENOID VALVE GRADE SLOPES. EXTEND SPRING — DEPTH AS REQUIRED DRYER ISOLATOR. --116 T&B CONT 3000 Ib. STRENGTH (MIN.) FINISHED GRADE N3 0 12" E.W. IyiD AC AC—UNIT DRAIN —� --— l■"I . � UNIT FRENCH • • • s" —, DRAIN. 10 — I _T PE —OPEN _ y �TOXSPILL ONRGRADE.LINE 1'-0" MIN. _ A'S CLOSE AS —I-- COE POSSIBLE --`_IGHT GLASS DUCT STRAP I 6„ 13" CLEAR TO F.D. AUXILIARY DRAIN PAN WITH FLOAT SWITCH. DX COIL PIPING AC UNIT AUXILIARY DRAIN PAN DETAIL CONCRETE PAD DETAIL Q M NO SCALE o N13 BCALE NO GCALE Q w1 [� C M o Q —SUPPLY DUCT .� N CONICAL SPIN IN COLLAR W/ MAN. DAMPER C N � C oo, _ C INSULATED ROUND FLEX N ' (MAX. LENGTH 5 FT.) [� D ~ 1. CONNECT ALL NEW DIFFUSERS TO EXISTING MAIN DUCT. itwAlai DRAW E ANDS — CEILING > 1 EXTEND INSULATION O ON FLEXIBLE DUCT -C M TO COVER SPIN IN v 4.'' `Fl .`41 C - _ --- -- - -- - _— COLLAR & DIFFUSER NECK 1 1 CEILING DIFFUSER I EXAM ErNN ��N � z Frt,)CEUUNE _ 1 1 210 111 LMS I 4� _I - _ . i__� TYPICAL FLEXIBLE MINI 1 ._I 713 ;.�� : 0.V I 1 DUCT CO NEC-n DETAIL Ld._ c2o1R5Rw;,� T NO SCALE PHYSIfaAN'S J I a.o 214 u I 6 9 i l L8• * t�r' I �OLtvuRE ti_J r ' �v' ✓ CORRIDOR 2094 i EXAM I , sTING TdE fd WAITING , el 7 CONNECT TO , Y�I EXISTING DUCTWORK. ' DIRTY CONTRACTOR VERIFY LOCATION.; I 2'n EXAM EXAM EXAM CONFERENCE d GRADE LEVEL 119 220 221 ROOM - „ 222 i N — 12 TOP SOIL. �I "tc— � F � „ FOM�.J - � 1 1 _l. ---. 2 COND. QRAIN R jjj 8 SAND. �; BUILDING MIN. 18 rr rr I 1 , r1 �;», 24 x24 FRENCH PC � ��;� `I � cORITIDOR � BELOW GRADE. �— ,, 4 DRAIN FILLED W/COARSE REUNION , art F y r 4 1 I _ 203 "� toRR1UEXi — Y� 1i y GRAVEL. 2oatwEE i I fi,y,� zoo Q TAE/ T- -- EXAM EXAM FRENCH DRAIN DETAIL ��,��,• .e , /_. . I I �.�J �.r �. 225 224 rI --- sraRAGE _. ,; ,' �_.� _ ��_- �--� - — 96170A I 233 - --- - -- -- f WAITIN1 - A.DG OFFIE OFFICE STORAGE = TTI.EA Tt) �.� EXAM249 1 241 L--1 240 STOAG ` 22 227236 t x-aa ars II1 I1I rVV�1J L+ --t, yy ----------______ Ll ...9'' i i 238 5, STORAGE I I I ICE— OFF IAN'S I ata z I --- 237 4 1t }I 229 I L J H//C CtXtPoOuH '47 TOII E I '" ix1RRIDOR 234 d OCA f 9 248 / 242 p�o� LJ ( r ----- �_. _._ - -i - @ o --1 C •-�- MINI ` 1 wijc 4_- 1 L-� !�I "4' CONFERENCE a � Y , I 230 LASMEWING _ i EXAM z eta T xrM I 233 5? St 247 244 _ RAY 248 2 � l48 _ I 243C 00 I MARK �� 249-- ------.. /O� ri E� \V\\VI Q p HVAC -- SECOND FLOOR PLAN _ W NORTH 0 4' 8' 16' I cc - - l 0 4 tY — 3JT 7_ T II a HN/AC-SECOND FLOOR PLAN I! �G1 N Z'S f'Rp////fi / s' a �j►aNfF9 9 1 IIUP97-0037 18 {D_ M2ol r- 0� : 07 13200 SW Pacific Ihvy. FILE: 31142.00 I9�r2I B.O. —___ /n, ,.�� DATE: 17 December 1996 IF THIS DOCUMENT IS LFSS IT111Ir TIII111 1111111 VIII II11111�1- 11111 I 1111111 lj q1 111I1ii VIII 11111111 lllllll IIIIIII 111111 IIIIIII 111111 1111TH 1111 1 11T1T11 11111 1 IIIIIII 111 111 IIIIIII IIII��I��II//I 1 LEGIBLE 'THAN THIS NOTATION, I i�_ _I__�1 I 1 _�fl �� --I -I�-I- --7� IT 15 DUE TO THE QUALITY OF -- — - - -- -- - _ c—, z .: /��U THE ORIGIN/.1. DOCUMENT. v�� IT �� JT All"1111111IIIIIII IIIIIIIII IIIIIIIII1IIIIIIIII Illilllllllllllllll�ll 111111 !Iltlllll�lllllllll�l ill�llll IIII�IIII IIII�II-iiiI1IlTvililign[ImiTininiiiii, inlIlicilll�uli tII�uII illlillll ell�llll I!Ii�llll Lii !Iii 91l�nilllll!�I�I I�In nnl 1111!I!I�Ill�n t!!i�uu I MOUNT AT TOP OF SHAFT rlty 1�4 FA 13 El __ \ •1 I I it+ cilihl I I la 2CIXIM/ CtNA I 0 NN L.. 1. .rII-At-J, w - �[ c ;y -A_A d' -- � ,a 1 - ----------- F1arm mAlha i e�. M P -lr.-AV_I._a «� A I I :3* wvw T�if7 n I iM! �Af j i bIb �J C M t4 Ilk JV D4 _ A -- 210, > NOTEQ) _—I — -- - _-_ ---- p N I DMzIY � i' N � W _ `� I c 1 -Lam._--_.!._--sL �_ r ►�Iw: �__�.� �-� I ��I 711 5�j a AUTODOOR E NOTE 2kf ''4}� O =_ ATA ' M '+ ��''� t li it CJI r. � � I N 1 -1 i 1 1 1 1 -�. r v — —� �ar�=_ i Low I ' Z ---I STMAft L-.-- _j x�-A fit- 1 NAM - 4TT IGT 7 �—� �• `l 1 9 X 6 I 1 b A 5 249 i 241 =_ 240 STGR,�6E I Tarp UMeJNa I I I Z2ai 211 22;3 I 1 !I I I �� 11,/6. !•<kkJ[ll 1------L-= Z:+4 2,41 I \ --- T�44Z ILL" � ( 2�u I14-7 244k, 1I E1tMA FKk.I FkYd I 2 i� 211 2+i I 9 246 -- py\ 24SY PAR .146 � a SECOND FLOOR PLAN_ ELECTRICAL SCALE: 1/8" = 1'-0" tm NOTES; 8 - --- ROOF 1. HOMERI!NTO NEAREST EMERGENCY EQUIPMENT BRANCH PANEL. � INSTALL NEW 20/1 CIRCUIT BREAKER AND CONNECT. Q 2. HOMERUN TO NEAREST EXISTING NORMAL SYSTEM PANEL. INSTALL NEW 20/2 Q HOT CIRCUIT BREAKERS AND CONNECT. CABINET UNIT HEATER, 2KW,208V,1PH. NEUT. c TANDEM `--' e 2ND FL. Oqff 0 a ELEVATOR GHOT 71- HOT I 120VAC, SEE — 3#2/0, 1#6GD-2-1/2"C. NEUT. NEUT. � I — FLOOR PLANS �1 � MAIN FLOOR \ I I I RECALL TANDEM TANDEM 200/3 ALL CONDUCTORS SHALL BE F-175A I ALT. FLOOR 12 AWG (THHN) RECALL TYPICAL) N IST FL. ELEVATOR GENTEX 7109CS SMOKE DETECTOR, 3#2/0, 1#6GD-2-1/2"C. -91FLA, 208V, 3PH. SEE FLOOR PLANS FOR LOCATIONS TO NEW 200/3 INSTALLED— (TYPICAL) � n-PpF u P IN EX. MAIN PANEL `Sti `N 11 a WIRING DETAIL 11,472 * ELECTRICAL �# OREGON ) SECOND o o ELEVATOR SMOKE DETECTOR SINGLE LINE DIAGRAM , t FLOOR PLAN NO SCALE NO SCALE U, It, 1311P97-0037 E2s2 13200 SW Pacific II%ky 1-c ' 20 of 21 FILE: 3114200 DATE; 17 December 1996 r�::,�iM1's:�'3,hvw9i:,�.s i7La�»a..reir v tN''� �'-.. ct -.,yidkY�Lt1 F.". i ... � .,d....^...«„•-_�.asulmou. sur....,. .-�.,�.u. r+a>.4y ,�...r._...._-..._. .�, _ ___ IF THTS DOCUMFNT 1S LESS 111-111 111111 III 111 I 11111111 III I I III III IjT T�l 111' IIT 111 I 1111 111 11 III III III 111 I I III 1111111 1 1 111 T�T 1 iT T1 111 1 1 III 111 1111111 III III III 111 I � 1i11i � i� 1 � 1iri6iii i1_ _ �bL � 11�� iI }� LFGTBI,F 'THAN THIS NOTATION, _ 1T 1S DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. Illi £lllil�8lilLllll II9II GIIIII!I�LII �I6LIil1llt-111111-111-11 fIll-11111 � 6lllTiilTi iiIt TIiII�iIII.iIIIIl�8IIII�i n�Iiu ini lui 9Inil 9 S nnL�111�1�: Y AIRMLARK UNIT 24FLA,20OV,IPN - 60/2,F-,SOA FLI WOR CAE 1-10111NG AND fANTRoI POWER aSGONNECT GFRAPHICAL ELECTRICAL SYMBOLS --NOTE ? 80/2 4 \ __ Elf VATOR MAIN 'Q CEILING OUTLET - FIXTURE TYPE "A" CIRCUIT #1 I 111 � , PpNER aScO IECT �7cr CONNE.Q T TO Fr.f VA TOR �J CEILING OUTLET - EXISTING CANrROLS FOR RECALL �!�9N1' UNT FUNC TI(s 2 25F LA,.08V,1 PH I 60/2 f-50A,R T C CEILING OUTLET - FLUORESCENT FIXTURE, SINGLE OR CONTINUOUS, LENGTHS "oTC AS SHOWN. AUT000(!it _� a, T _ f E;,y CEILING OUTLET - FLUORESCENT FIXTURE, EMERGENCY, PumI E 1P 1 _ ROUTS PD P R� CEILING OUTLET - FLUORESCENT STRIP Q c ►214 F> reh ' sI SEE PLHM0046 Pt MN BELO: _}H WALL OUTLET - BRACKET TYPE FIXTURE. AU MM - 1» � B � 8 0- WALL OUTLET - DUPLEX OUTLET, 15A, 125u, 3 WIRE, NEMA 5-15R, HOSPITAL c,' GRADE HUBBELL #8200. Il0'/t E `° i O Ls MNf _.\ € WALL DULCET - DUPLEX OU FLET, 15A, 125V, 3 WIRE, NEMA 5-15R, GROUND . NOTE 2 E NOTE I �\ �� wr raV a \` \ '`� c FAULT INTERRUPTING, HUBBELL #Gf 5262. r""�` _ NOIE 3 NOW 4 ( M $ SWITCH OUTLET - A.0 TYPE, SINGLE POLE, 15A, 125/277V, HUBBELL #1101 " "M"{ i �1 > i', « ,.``.� ., 1, ' 0- cls - I c Q Q) /-� BRANCH CIRCUIT - CONCEALED IN CEII_INC OR WALL. q" - i' BRANCH CIRCUIT - CONCEALEC IN FLOOR "°' d ' �- �' �- .,t; ?4caP� �' P11>•Mrn•. C — W C BRANCH CIRCUIT - EXPOSED E 4► �E �; -' Ir _ _ .,, C BRANCH CIRCUIT - CIRCUIT WITHOUT FURTHER DESIGNATION 2#1Z, 1#12GO-1/2'C. -p ( T" a, F— 3 BARS 3#12, 1#12GD-1/2"C. 4 BARS 4#12, 1#12GD-1/2"C KIZ '' i1 .'A ETC PER SPECS. (THHN) r�cutu,�rsrzuar� -- ll7ll.F17.7 , I rrrazu<xrm CD Cikl�'T - EMERGENCY � rrc .._ n rte\ HOMERUN TO PANELBOARO SEE BRANCH CIRCUIT SYMBOLS FOR CONDUCTOR & iI � I M AND CONDUIT SIZES. > tl% • '/ ,'• Z 0 RISER UP 410 11rvt 4'. 0 RISER DOWN. ~� j ; eT 1i _ �> - :�� Y MOTOR-SHOWN 2 HP (TYPICAL) OR 45 AMPS (TYPICAL). I� '""`' ,Ir" `�ru N.x>ti1 weI - ill iY111 G?}' SAFETY SWITCH, NON-FUSED. � 1"T r.�] Yi . J .r i �riali�1rFi - C�Y SAFETY SWITCH, FUSED. 40t�t 4rATWN 1za r., 4 •,,, - __. [MD CABINET UNIT HEATER C:__ r.__. . --�--_� _ T7 r�i __ _ - 1-. ; _� -7 Ir 4A .� — ..... _ r -- m FIRE ALARM SMOKE DETECTOR, PHOTOELECTRIC, CEILING OUNTED, I 14 I I u•A - '' k"11 M� I SINGLE STATION, 120V. WITH BATTERY BACKUP. ,E. TEX #7109CS/LS -- �I + DArA N417AI I TELEPHONE SYSTEM - WALL OUTLET, WITH 3/4" CONDUIT TO ABOVE CEILING ♦ - 'Vic 2. �J n� r/ .amort h- I I`u'rJ 1 w `x*j xxN X1411 L76M,1 Q a PROVIDE A HOSE 8188 CONNECTION AND SWITCH INSIDE BOX d FIXTURE SCHEDULE �h) 2" PUMP DISCHARGE. DOWN WITH SYMDOL MANUFACTURER CATALOG NUMBER AMPS MOUNTING TYPE RECESS V REMARKS CHECK VALVE IN VERT FIRST FLOOR PLAN NO. PER WATTS - HEIGHT MOUNTING DEPTH _ - - -s- - FIXTURE PER LAMP TYPE HINGED BOX WITH SWITCH AND PUMP ao A LITHONIA 2SPG 240 .A12125 2 32 T8 C L.I. 6" ELECTRICAL ELEVATOR SUMP PUMP IN 24'x24"x24" DEEP - DISCHARGE PROVIDE SIGN READING - SUMP SUMP UNDER ANOTHER SECTION CONTROL.-ELEVATOR SUMP PUMP" B LITHONIA AF 2/13TT 6AR 2 13 T.T C R __._ � SCALE. 111r - I'-(r --- �' 8" o ICA„AI()f;' -- PROVIDE SIGN UNDER BOX READING Q - -- - l' = "STATE OF OREGON ro LITHONIA C240-IMG9 �6 WITH WIRE NOTES: �, ' n PLUMBING AND SPECIALTY CODE C 2 32 TS C UB -'- I PROHIBITS DISCHARGING `� Va GUARD 1. HOMERUN TO EXISTING FIRE ALARM CONTROL PANEL AND CONNECT TO SPARE ZONE HYDRAULIC OIL DIRECTLY INTO i D CANLET 2080C VTCM 1 100 IFC IN ^� - ^` 2.. HOMFRUN TO NEAREST EXISTING EMERGENCY EQUIPMENT BRANCH PANEL. INSTALL � r SANITARY OR STORM SEVER" B O. . PIT _ NEW 2011 CIRCUIT BREAKERS AND CONNECT. "�"� '�"'`" �+ — PROVIDE FLOAT SWITCH AND ALARM (� SUREUTES CAX-6-X-00- _ TYPE AS SHOWN 3. CONNECT TO NEAREST EXISTING EMERGENCY LIFE SAFETY BRANCH LIGHTING CIRCUIT Qi --BELL TO SOUND IF PIT �5 `Lo� XL FURNI HED AS SHOWN O.B. FILLS WITH uoUID 120Va . �1 00-R-W i ARROWS AS SHOWN 4. HOMERUN TO NEAREST EXISTING NORMAL SYSTEM PANEL. INSTALL NEW 20/1 1 CIRCUIT BREAKERS AND CONNECT. CS„`�.� O FIXTURE ABBREVIATIONS: 5. CONNECT TO NEAREST EXISTING NORMAL SYSTEM LIGHTING CIRCUIT. C - CEILING R RECESSED L.I. - LAY-IN O.B. - OUTLET BOX T8 - T8 LAMP 6. HOMERUN TO NEAREST EXISTING NORMAL SYSTEM PANEL, INSTALL NEW 20/2 ' x .Iu.r>%14s T.T. - COMPACT FL. TWIN TUBE CIRCUIT BREAKER AND CONNECT CABINET UNIT HEATER, 2KW,208V,IPH. ` ''� 'A w''''"f r 7. VERIFY CAPACITY OF EXISTING ELECTRICAL PANELS TO BE USED FOR NEW WORK �. • . •r:rrx t- � ` SHOWN. NEW DEVICES SHALL MATCH EXISTING INT<^RUPTING RATINGS. _,t ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF THE FIXTURE NOTES: EXISTING ELECTRICAL SYSTEM TO PROVIDE FOR NEW CIRCUITS SHOWN. f _ I. ALL BALLAST TO BE 120 VOLTS UNLESS SHOWN OTHERWISE IN COLUMN V NUMBERS IN COLUMN V DENOTES VOLTAGES AS FOLLOWS. 8. HOMERUN TO NEAREST EXISTING NORMAL SYSTEM PANEL. INSTALL NEW 80/2 120V, 2 -- 208V, 3 - 240V, 4 - 277V, 5 - 48OV. CIRCUIT BREAKER AND CONNECT IN EXISTIN i - G FEEDER PANEL 2. SFE SPECIFICATIONS FOR FUSING, LENS, BALLAST, LAMPS, ETC. THAT ARE REQUIREMENTS WTH THESE FIXTURES, FLUORSCENT LAMPS ARE 't'lI72"ZX" I' PR0/1 , SCHEDULED AT "NOMINAL" WATTAGE i 3. FIXTURE MOUNTING AND SUSPENSION SHALL_ HE AS APPROVED BY ENGINEER AND NO COMBUSTIBLE MATERIALS SHALL 8E USED. 11.412 c 4. FIXTURE OUTLET BOX LOCATIONS SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE IN LOCAPONr EXACT POSITION OF THE OUTLET BOX DEPENDS ON THE FIXTURE AND THE MOUNTING DETAIL. SEE ARCHITECTURAL REFLECTED CEILING PLAN WHERE APPLICABLE. �� • f' ELEVATOR SUMP PUMP. WELL SERIES 1400 SUMP PUMP COMPLETE MATH DIFFERENTIAL 5. FURNISH PLASTER FRAMES FOR ALL RECESSED FIXTURES, MERCURY FLOAT SYSTEM 1/3 HP, 115/1/60 4 6. ALL BALLAST TO BE HIGH POWER FACTOR; LOW (OR NORMAL) POWER FACTOR BALLAST NOT ACCEPTABLE ON ANY FIXTURE, PUMP DISCHARGE LINE SCHEDULE 40 GALVANIZED STEEL :0) FIRST CD PARTIAL FIRST FLOOR _ PLAN � 11.4; FL.nOR Pl. AN 0 bAEtCa PLUMBING SCALE: Or r = i'-0" j III11'97-0037 E2v1 1 ry 13200 SW Pacific Ihv�. FILE 21 of 2I r DATE. ��e.em4er 19g6 -..,...�...,.. .�yw-.n.. •w--•-•_-...-_._— ....,... ....«..,...,...,.»x►wawwn+rwwrw'+.raawwc„rwnAanr...,..,; _ -r i ri i � 1 i r 1 1 i r I i 1Ii III III 1 1 III iIi i1T r�T 11r IIr IIS i 1 tIr III 1111TI� Ili Ill X11 i i Ili rIi Ili I l 111 Til l�► I r ;�T TJ1 lil 1 I Tll 111�l111111 III TIT TIt I l .............______- .__.._.___._...._...,,.�.....:,..� ---- ...—_._._._.___ _. _ . . .. 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