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9585 SW WASHINGTON SQUARE ROAD-28 r LMN Y Ar.hitecture, Planning, R Intenol Design 801 Second Avenue, Seattle, WA 98104 Tel 206/682.3460 Fax 206/343-9388 +.4 \ til - – r it �:� -� � - - '� - - ! - - --- _• .�! C �� WASHINGTON �t. i n *Jrf', - - --- - �►� SHOPPING CENTER r, TIGARD. OREGON i tI ' I l FOR WINMAR PACIRC, INC. �__'—— _ - �'.i�71�S41��.5:"'I�'.2'F.��':^:.,`:s..s� � .. �.'f1_¢•'2-+I`r .�:.� � �4 IJ�.....�... 7� Gfft[�• CvFY _ CT'OF T113ARO AWCVW.............................................._............,pd' Cone!non;nyaovm"e5a-..........L............................A b For only PERMIT mO'n, Ir rred 0122 Bee Nelwto.Folow............................................... .f I' AUAoh................................................1 I: .MOACdrim SBS SW ".zib `SOD ARCS, VJ4 UDSIN MARQUARDT 1. J, S[AnIF.W WASHINGTON S UARE ,ATF OF Revisions TIGARD ,, OREGON Nn ne,e By DexnWim Sheet Title COVER SHEET OWNER ARCHITECT STRUCTURAL ELECTRICAL & FIRE PROTECTION MECHANICAL LIGHTING Winm'jr Pacific, Inc. LMN KPFF Interface Engineering Inc. KMI Engineers Candela 801 Second Ave., Suite. 501 1201 Third Avenue, Suite 900 12020 - 115th Avenue N.E. 10905 Laurel Avenue 720 Olive Way, Suite 1100 u'ev, Tped w 700 Fifth Avenue, Suite 2600 WA 98101 -1853 Seattle, WA 98104-5026 Seattle, WA 98104 Seattle, WA 98101 Kirkland, WA 980314 Santa Fe Springs, CA 90670 Seattle, Ch ed MAY s, IM 206-223-4500 206-682-3450 206-622-5822 206-820-1542 310-941 -2233 206-667-0513 DIT, _- APW 27. IM he --- 206-343-9388 206-622-8130 FAX 206-820-1628 FAX 310-944-1448 FAX 206-667-0512 FAX S 206-223-4565 FAX 206-343-9388 No wAwuucrw w An.." 111,04122 IP THIS DOCUMENT Is LESS T�}�T'7}� };�7�7 nTTI{,',j-rj,jj-1gT�'tT��'7}1i}y� 7' 7I fjI}7�7jT�'i�11 J1{ii y��Itt}'�1f}TI�(T�I�I AUGUST 30 1995 f LHGI SL,; THAN THIS NOTATION, 1 61 I ' •yl _ '�l I OI �f_"l 1 11' IB DUE TT1 THE QUALITY OF _ -THS ORIGINAL WCUMENT. �� ,��eIII �� IIIIIIIIIIIIIII IIII�II!I IIII�IIII IIIIIIII IIIIIII IIIII011IIIIlllll1111111111111111111111111111111111111111111101111111111111 tIIIIIII WWeI IOWI Ilulnu iulllm nulnu nll�ull ilu�uu ini�u l ni�uu uu�nu uu�nulutl IIIIIIII�WI ulllllll,, l I LOCATION DIAGRAM GENERAL NOTES DRAWING INDEX LMN Sheet Drawing Title 84 ARCHITECTURAL 1 SLOPE NEW EXTERIOR CONCRETE WAL KS TO DRAIN AWAY FROM ENTRY AND MATCH 26 PORTLAND WITH ELEVATIONS AT ADJACENT EXISTING WALKS (DESIGN BUILD) AO 1 Cover Sheet AO 2 Data Sheet 2 MAINTAIN FIRE RESISTIVE CONSTRUCTION AND SMOKE BARRIER SYSTEMS, IF ANY, AO 3 Symbols/Abbreviations WHERE ENCOUNTERED 3 THE WORK INCLUDES PHASED CONSTRUCTION AND OVERNIGHT WORK IN ORnEP,-10 Al 1 Site Plan . SUPPORT THE OWNER'S REQUIREMENT FOR CONTINUOUS OPERATION OF THE Al 2 Overall Floor Plan Diagram FACILITY AND COMPLETION OF KEY ELEMENTS OF THE WORK BY MILESTONE DATES Al _I Overall Reflected Ceiling Plan Diagram AS INDICATED IN DIVISION 1 SECTION "SUMMARY OF THE WORK " Al 4 Overall Roof Plan Diagram �- N I l l S B O RO -40 R U P` 26 4 CONDITIONS INDICATED IN THE CONSTRUCTION DOCUMENT'S ARE NEW AND PART OF Al 5 Demolition Plan Architecture, Planning, & Interior Design F N THE WORK UNLESS NOTED AS EXISTING Al 6 Plumbing Plan 801 Second Avenue, Seattle, WA 98104 8 � 8 �_ 5 SOME OF THE WORK SHOWN IN THE CONSTRUCTION DOCUMENTS WILL BE A2 1 Court 1, Mall 1, Mall 1F3, Partial Floor Plans Tel 206;6823460 Fax 206/343 -9388 O BEAVERTON HIL' SDAtf /ylG� O CONTRACTED SEPARATELY BY THE OWNER AND IS NOr PART OF THE GENERAL A22 Court 1A, Mall IA. Mall 3 Corridor, Partial Floor Plans CONTRACT FOR CONSTRUCTION WORK TO BE EXCLUDED BY THE GENERAL A2 3 Court 2, Mall 2, Court 3 Mall 4, Partial Floor Plans ryq j' 3 CONTRACTOR IS INDICATED IN SPECIFICATION DIVISION 1 SECTION 'SUMMARY OF THE A2 4 Mall 6, Court 4, Partial Floor Plans i B E AV E R T O N =t WORK" AS "WORK UNDER OTHER CONTRACTS " A2 5 Mall 5, Mall 7, Partial Floor Plans (D , A2 6 Entry Plans #1 - 4 6 ALL ELEVATION DATA POINTS ARE TAKEN FROM ABOVE THE EXISTING FINISH FLOOR 2 ,� )( TERRAZZO) ELEVATION A2 7 Entry Plans #5 and 6 A2 8 Paver Plans - Mall 4 and Mall 5 7 PLUMBING WORK, INCLUDING ROOF DRAINS, HOSE BIBBS, TREE PLANTER DRAINS, A2 9 Paver Plans - Court 3 PROGRE SS 99 5 WATER HEATERS, DRINKING FOUNTAINS AND TOILET FIXTURE REVISIONS, IS SHOWN A2 10 Paver Plans - Court 4 EXIT W 7 ON ARCHITECUTRAL DRAWINGS SEE SPECIFICATIONS FOR ADDIITONAL SCROLLS FERRY RD EXIT 0 REQUIREMENTS A3 1 Court 1, Mall 1, Mall 1B, Partial Reflected Ceding Plans "y; 8 A PORTION OF THE ELECTRICAL WORK HAS BEEN SHOWN ON ARCHITF;CTURAL A3 2 Court 1A, Mall 1A, Mall 3, Corridor, Partial Reflected Ce�lmo Plans PROJECT f •••'. 7 SHEETS TO FACILITATE COORDINATION SEE ELECTRICAL DRAWINGS FOR FULL A3 3 Court 2 Mall 2, Court 3, Mall 4, Partial Reflected Ceiling Pians EXTENT OF WORK A3 4 Mall 6, Court 4, Partial Reflected Ceiling Plans SITE GREENBURG RD 9L r A35 Mall 5, Mall 6, Partial Reflected Ceiling Plans EXIT A4 1 Partial Roof Plans 4 A4 2 Partial Roof Plans TIGARD A5 1 Typical Mall Sections KRUSE WAY A52 Typical Court Sections �P LAKE AS 3 Court #4 Sections AS 4 Court #3 Sections WASHINGTON OSWEGO ons A5 6 Court #3 WallSections AS 5 Court #3 SQUARE 1' A5 7 Entry Elevations and Sections (! A5 8 Entry Elevations AS 9 Entry Elevations and Sections SHOPPING CENTER NC) SALEM WEST LINN, A5 10 Entry #1, 2 4, and 5 Section AS 11 Entry a� OREGON CITY ction A512 Entry #3. 2 4, and 5 Section TI GARD OREGON A6 1 Canopy Plan and Sec!ion A6 2a Entry Details A6 2b Entry Details A6 2c Entry Details A6 3 Entry Pylon FOR A6 4 Interior Details A6 5 Ceiling Details `NINMAR PACIFIC, INC. PROJECT DESCRIPTION A66 Roof,,Skylight Details A6 7 Details A7 1 Toilet Room Plans and Elevations This work includes renovation of the entries and pubiic areas of the A7 2 Toilet Room Plans and Elevations Shopping Center. Extensive demolition and new construction A8 1 Cnandelier Type 1 Types 2 and 3 occurs at Court #3 and the Court #4 expansion. A8 2 Chandelier T y Major components of the work, STRUCTURAL New entry wall and storefront S1 1 Structural Notes S2 1 A Court 1, Mall 1B Partial Roof Demolition Plans New paver tiles installed over existing floor S2 2A Court 1A, Mall 1A Mall 3 Corridor Partial Roof Demolition Plans Existing skylights replaced S2 3A Court 2, Mall 2, Court 3, Mall 4 Partial Roof Demolition Plans S2 4A Mall 6, Court 4 Partial Roof Demolition Plans Ceiling modifications S2 5A Mall 5, Ma117;Court 5 Partial Roof Demolition Plans Public toilet room renovations S2 6A Court 3 Partial Foundation Demolition Plans • S2 1 Court 1 Mall 1B Partial Roof Plans S22 Court !A, Mall 1A, Mall 3 Corridor Partial Roof Plans S23 Court 2, Mall 2, Court 3, Mall 4 Partial Roof Plans tt 1 S24 Mall 6, Court 4 Partial Roof Plans S25 Mall 5, Mall 7/Court 5 Partial Roof Plans S26 Court 3, Partial Foundation Plans S27 Partial Plans N/2/4,1 k) . n n it rJ �t`�tTIC. " S3 1 Foundation on Sect o r and Details Ifs• � ll S4 1 Steel Framing Sections and Details 0( S42 Roof Sections and Details S43 Sections and Details Revisions S44 Entry Elevation Sections and Details S45 Chandelier Hanger Details BUILDING CODE INFORMATION ELECTRICAL E01 1 Electrical Cover Sheet, Electncai Symbol Schedule, Details E2 1 Lighting Plan - Court 1/Mall 1, Mall 16 Occupancy Group B-2 E2 2 Lighting Plan - Court 1kMall IA, Corridor E23 Lighting Plan - Court 2/Mall 2, Court 3iMall 4 Construction ruction Tyle VN E2 4 Lighting Plan - Mall 6, Court 4 Code State of Oregon, 1993 edition E2 5 Lighting Plan - Mall 7;Court 5 ' Structural Speciality Code E2 6 Lighting Demolition Plan - Court 3,Mall 4 P Y Sheet Title E31 Power and System Plan - Court 1/Mall 1, Mall t B DATA SHEET E3 2 Power and System Plan - Court 1 Ar Mall 1A, C--i dor E3 3 Power and System Plan - Court 2,Mall 2. Court 3;Mall 4 E3 4 Power and System Plan - Mall 6, Court 4 E3 5 Power and System Plan - Mall 7,Court 5 E4 1 Electrical Partial One-Line Power Diagram, Panel Schedules E4 2 Control Schematics E4 3 Fire Alarm Plan - Full Mall Electrical Plan Jeiigned WW'I Drawn MECHANICAL Checked Date M1 PartHVAC Floor Plan M2 Partial HVAC Floor Plan Job Nu M3 HVAC Court 4 Sheet No. M4 Fan Rooms WASHMTON i0.RO..Kt{ euc 93-012222n a rX ao AO i IF THIS DoCUTHAN ENT IN Lf,rION, - ItT .trnlitl I I1?� I I ��I6 !Lm!t�T lti t_III U T _-11T+i1 _ �t.i J �. , . ...._.�. �..._ 1 T� 1 LM.GIHIS THAN TNiS S LESIt)N, 1 4 I AUGUST 30 1996 ( I I IT IS DUE 70 THE QUALITY (IF a.w rj THE ORIGINAL rx)cUMEN,r. 3 ox[ aa��cc � ��- -- - - - - ►�, ,.. IIID IIII�III�II�II��IIII IIII�IIII IIII�IIII�IIIII�IIII IIII�IIII IIIIIIIIf Illll,llilllllllllllllllllllll�III�IIIIIIIII�IIII IIID I IIII�JIII IIIllIUIIIIII1ll111ll1llWl` ` I)Illu>I ll��>lu>III��li�Illulll19u�►►IIIuIIII)IIIIIIi��i`I IIIIIIIIIIIIiii Il r i I L_MN ABB ONS MATERIAL SYMBOLS GRAPHIC SYMBOLS REVI ATI •h FA FIRE ALARM PB PARTICLE BOARD EARL+ z AND l ANGLE FB FLAT BAR PC PLAST PORT!-AND CEMENT PLASTER C DOOR HARDWARE GROUP 10 AT FE FIRE EXTINGUISHER PC PRECAST IA d DIAMETER, ROUND FEC FIRE EXTINGUISHER CABINET PERF PERFORATED GRAVEL L PERPENDICULAR FD FLOOR DRAIN PL PLATE U C CHANNEL FDN FOUNDATION PLAM PLASTIC LAMINATE PLATE FF FACTORY FINISH ELAS PLASTER • CONCRETE • POUND, NUMBER FH FLAT HEAD PLYWD Pt YWOOD TOILET ACCESSORY TYPE CENTERLINE FHC FIRE HOSE CABINET PNL PANEL FIN FINISH PNT PAINTED) MORTAR Architecture, Planning, 6 IntenOr Design THRESHOLD TYPE S,_E DETAIL t/A6 4 801 Second Avenue, Seattle, WA 98104 FLASH FLASHING PR PAIR OA AB ANCHOR BOLT PREFAB PREFABRICATE(D) Tel 206 /682-3460 Fax 206 /343-9388 FLR FLOOR C��"-�J WOOD, ROUGH ABV ABOVE FLUOR FLUORESCENT PT POINT, PRESERVATIVE TREATED Oj REVISION NUMBER AC ACOUSTIC(AL) FO FACE OF PTD PAPER TOWEL DISPENSER A/C AIR CONDITIONING FOC FACE OF' CONCRETE PTD/R PAPER TOWEL DISPENSER/RECEPTACLE WOOD, FINISH AC PNL ACOUSTICAL PANEL FOF FACE OF FINISH PTN PARTITION r, TILE FOIC FURNISHED BY OWNER/INSTALLED BY CONTRACTOR PTR PAPER TOWEL RECEPTACLE VERTICAL El-ENATION MARK ACT ACOUSTICAL. CEILR� AD ACCESS DOOR FOIO FURNISHEL) BY OWNER/INSTALLED BY OWNER PLYWOOD ACJ ADJUSTABLE FOM FACC OF MASONRY AFF ABOVE FINISH FLOOR FOS FACE OF STUDS, FACE OF STEEL R RISER, RA)IUS AGGR AGGREGATE FP FIRE PROOFING) RAD RADIUS BATT INSULATION �-345- SPOT ELEVATION ALUM ALUMINUM FRMG FRAMING RD ROOF DRAIN AP ACCESS PANEL FRT FIRE RETARDANT TREATED REF REFERENCE APPROX APPROXIMATE(LY) FS FULL SIZE REFR REFRIGERATOR mum RIGID INSULATION - ARCH ARCHITECT(URAL) FT FOOT, FEET REINF REINFORCE(D) ASPH ASPHALT FTG FOOTING REQ REQUIRE(D)(MENT) MATCH LINE INDICATOR ATC ACOUSTICAL TILE CEILING FURR FURRING RESIL RESILIENT METAL, FERROUS A AWP ACOUSTICAL WALL PANEL FLIT FUTURE REV REVISED, REV:S;ON (SHADED SIDE CONSIDERED) RM ROOM RO ROUGH OPENING ` METAL, NON-FERROUS B BASE GA GAGE RR RAILROAD BD BOARD ;AI_V GALVANIZED RUB RUBBER ® STONE A BITUM BITUMINOUS G3 GRAB BAR RUST RUSTICATION BLDG BUILDING GC GENERA(. CONTRACTOR RW RAIN WATER BLK BLOCK GL GLASS GYPSUM WALL BOARD I WASHINGTON "BLKG BLOCKING GND GROUND S SOUTH R I W ASHI NGT ON BM BEAM GR GRADE Sc SOLID CORE BO 30TTOM OF GWB GYPSUM WALL BOARD SCD SEAT COVER DISPENSER 77=7 CERAMIC TILE !_ • _ _ _ /� r GYP GYPSUM SCHED SCHEDULE BOC BOTTOM OF CURB - — I GRID LINES SQU ASD SD SOAP DISPENSER 10 BOT BOTTOM BrWN BETWEEN SEC 1CCTION ! SHOPPING CENT BUR BUILT-UP ROOF(INC) HB HOSE BIBB SHT SHEET ! HC HOLLOW CORE, HANDICAP SHTG SHEATHING HDWR HARDWARE SIM SIMILAR TYPICAL DETAIL INDICATOR TIGARD, OREGON CAB CABINET HM HOLLOW METAL (STEEL) SENT SEAI_AtvT CB CATCH BASIN, CARRIAGE BOLT HORIZ HORIZONTAL SND SANITARY NAPKIN DISPENSER ( --- DetoilNumber CEM CEMENT HR HOUR SNR SANITARY NAPKIN RECEPTACLE A3.8 ( Sheet Where Drown CRAM CHAMFER HSB HIGH STRENGTH BOLT SPEC SPECIFICATION CHAN CHANNEL HT HEIGHT SO SQUARE CIP CAST IN PLACE HW HARDWARE SST STAINLESS STEEL CJ CONSTRUCTION JOINT, CONTROL JOINT STA STATION STC SOUND TRANSMISSION COEFFICIENT CL CENTERLINE • CLG CEILING ID INSIDE DIAMETER, INSIDE DIMENSION STD STANDARD A BUILDING SECTION INDICATOR WINMAR PACIFIC, INC. CLKG CALKING IN INCH(ES' STL STEEL A3.8 CLO CLOSET INCL INCLUDE (D) ONG) STOR STORAGE CLR CLEAR INSUL INSULATION, INSULATED STRL STRUCTURAL CMU CONCRETE MASONRY UNIT INT INTERIOR STRUC STRUCTURE(AL) CNTR COUNTED STS SELF TAPPING SCREW CO CLEC,,J OUT, CONCRETE OPENING SUSP SUSPENDED COL COLUMN JAN JANITOR SV SHEET VINYL ) WALL SECTION INDICATOR COMM COMMUNICATION JT JOINT SYM SYMMETRICAL A3 8 CONC CONCRETE SYS SYSTEM COND CONDITION CONN CONNECTION KPL KICKPLATE CONSTR CONSTRUCTION T TELEPHONE CONT CONTINUOUS TEL TELEPHONE CONTR CONTRACTOR LAM LAMINATE TEMP TEMPERED, TEMPERATURE B INTERIOR ELEVATION INDICATOR q CORR CORRIDOR, CORRUGATED LAV LAVATORY TERR TERRAllO CPT CARPET LB POUND THK THICK CSK COUNTERSINK (SUNK) LKR LOCKER THR THRESHOLD CT CERAMIC TILE LLH LONG LEG HORIZONTAL TO TOP OF CTR CENTER LLV LONG LEG VERTICAL TOC TOP OF CURB, TOP OF CONCRETE CW COLD WATER LOC LOCATION TOP TOP OF PAVEMENT DT DRAIN TILE LP LOW POINT TOS TOP OF STEEL, TOP OF SLAB DBL DOUBLE LT LIGHT TOW TOP OF WALL DET DETAIL LVR LOUVER TPD TOILET PAPER DISPENSER DF DRINKING FOUNTAIN TIP TYPICAL CSO DIA DIAME TER DIAG DIAGONAL MAT MATERIAL MAX MAXIMUM UL UNDF��VRITERS L�gORATORY ��uDSE+� I�aaaI�ROT DIM DIMENSION M� DISP DISPENSER MB MACHINE BOLT ONO UNLESS NOTED OTHERWISE DN DOWN MECH MECHANICAL UR URINAL SEAn�.E,w DO DOOR OPENING, DITTO MEMS MEMBRANE DR DOOR MET METAL T�' �� ✓ DS DOWNSPOUT MFR MANUFACTURER VCT VINYL COMPOSITION TILE DWG DRAWING MIN MINIMUM, MINUTE VERT VERTICAL DWR DRAWER MIR MIRROR VT VINYL TILE Revisions MISC MISCELLANEOUS VTR VENT THRU ROOF MO MASONRY OPENING VWC VINYL WALL COVERING E EAST MTD MOUNTED EA EACH MTG MOUNTING EB EXPANSION BOLT MTL METAL W WEST EJ EXPANSION JOINT MU!_ MULLION W/ WITH EL ELEVATION WC WATER CLOSET ELEC ELECTR!C! WD WOOD ELEV ELEVATION N NORTH WDW WINDOW EMER EMERGENCY NIC NOT IN CONTRACT WH WATER HEATER ENCL ENCLOSURE NO NUMBER w/0 WITHOUT NOM NOMINAL. WP WATERPROOFONGI EQ EQUAL NRC NOISE REDUCTION COEFFICIENT WR WATER RESISTANT rims BY EP ELECTRICAL PANELBOARD EOJ EARTHQUAKE JOINT NS NONSLIP WSCT WAINSCOT Sheet Title EOUIP EQUIPMENT NTS NOT TO SCALE WT WEIGHT EWC ELECTRIC WATER COOLER WWM WELDED WIRE MESH :SYMBOLS EXH EXHAUST EXIST EXISTING OA OVERALL ABBREVIATIONS EXP EXPANSION, EXPOSED OC ON CENTER EXT EX rERIOR OD OUTSIDE DIAMETER (DIMENSION) EXTR EXIRUDED OFD OVERFLOW DRAIN OFF OFFICE st OH OPPOSITE HAND, OVERHEAD OHD OVERHEAD DOOR De&gned WN � OPNG OPENING Drawn MS t, OPP OPPOSITE Chcc4d TIN a Date MAY e. 1993 Job No 122066.06.5 Sheet No, 3 wASHMTOW so no. ,I► SUP q♦app 3OFW AOm3 V�/ M t7. I F THIS DOCUMENT I 5 LESS I TTT11 TTT 1�1j I I r� TTr�TT�T � AUGUST 301995 I LCGIBLE THAN THIS NOTATION, 3 4 6 Mr 1==_ 11' IS DUE TO TILE QUALITY OF TILE ORIGINAL. I)OCUMENT. If,II,,, itll11111II VIIIIIIIIIIII�IIIIIIII'��illllll�llll IIII�IIII�IIII illl�lllllllll�llll illl�illi IIII�IIII IIII�IIII IIID I IIIWIIIIII)IlUlllll I l�t(uu�uu I >l)11111u�uuI)IIIIu►sl 1r►1111!Itil(�I►u Illl�llllIlI1Wll IIII�IIII Illlil LMN V. - •.\_ -,`- REE LONG TERM STAGING AREA EXACT SIZE TO BE DETERMINE Architecture, Planning, & interior Design c `'� V R04D 801 Second Avenue, SEattle, WA 98104 Tel 206 /682--3460 Fax 206 /343-9388 a LW • U Q CONSTRUCTION PARKING --- (ACCESS ROAD NO. 3 ) 1 -_` WASHINGTON -� SQU ARE SHOPPING CENTER CRESENT GROVE _ - - -- CEMETERY F - i e TIGARD, OREGON -- --6 -- --- — F FOR: I �" -- --- - -- / WINMAR PACIFIC,, INC. II /E I , e42II I I 1 I ENTRY 06 U i L - - - T __--_fie ----f - GENERAL AREA FOR _ COUP 81 CONSTRUCTION TRAILERS T" EXACT SIIZETO BE - !— F ! \��- DETERMINED - - �— - --- - -- A2 6 _ �, I i i OUR LAR T MALL I — y moi` ''fes •L 'I` --- - - _ �- -�`1 y' -� �- -D #r-7 1 JI � � I �-7JUDSEN MAR(IUARCT r III E SEATTLE.Wtl � COURT •2 MALL •3 COURT •3 MALL •5 COURT •4 MALL •7 COURT rEj 3 't`, � OF --� Of, >1 'I'y , r-1 PA vl G (�AGE --— -- I y r11 - I I ENTRY •j -- UNDER U ) -� 4 J I Revisions - I -- -- — — —.-- .}.y CONSTRUCTION A2 7 a A2 _ _-- I �— i NEW LIGHT, POWER, AND I -- 1 I ENTR'� •5 I ENTRY 64 I ' _ HOSE BIB FOR EXIST. COMPACTOR t - --- L - - - - -- - F l 0I I �J ��-----� he DeM By DBBCnpbcx+ T ✓/ _ Sheet Title i C `f , E- T : ACCESS ROAD N0. 1 C� ____ _ _..� y � � --- `� (VACATE STAGING V CA1E AT AREA SITE PLAN CHRISTMAS I �--' f� -- I �'R�- ELOW XACT DOWN SIZETO BE -J EX DETERMINED 0 5 0' 2a0 400 Designed W b ---- --- •r Drawn Cl) Checked -- TW Date MAY d. 1403 - Job No. 92065.05.4 ----- --— Shpt No. o 4 OF of Al ■ � � 1 1111 I 1 1Tt 1 A IF THIS THAN THIS IB TATA ��i - I � ' I �I I � _—_ _611—_!1 � I � l �81 �I 1 1 '� 111 1 �� j__—..'J AUGUST 30 1 � � IT'�I8LDUE HTO THEE UALITIOO QUALITY L I TY O F THE ORIGINAL DO)CUME:NT. - £ � E L f I ��I i i 1 i �I �I I ilt cI�1L 19, IuIII�ijllluu Illl�ull IUI�IUIIIIII Ilill�llllull� I dl 11 54 b3 b�Z b1 50 49 4d 47 46 45' 44 43 42 41 40 � 3/ 37 36 36 34 S3 32 31 �0 2� 28 Z7 '1 25 24 23 �22 21 20� 11 M 17 M � 14 13 � � Q 1 i i i i i i i i i i i i ,..- i- �- ••-•�--� i i i i i i i i i i i i i i i i i i i i i i j i i I i i i i I i L I t I I I I I ! I I I 1 1 I I I t I I I I I I I I I I I I I I t I I I I I I I I I I I I 1 I I I 1 I I f I I I I I I I I I ( I I I ! I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I ! I I I I I I I I I I I I t I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I I ! I t I ! I I I I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I MN I I I I I I I t I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I t I ! I I I I I I AiLhitedou-, rlenniny, & Interior Design I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ( I I I I I I I I ! I I I I I I I I I I I I I I I I I I ! ! I I I I I I I I I I I I I I I I I I I I I I 801 Second Avenue, Seattle, WA 96104 I I I I I I I I I I I I I I I I ! 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' S EXIST. EXFANSIONIJT. - . _ . _ . - - - - - I COURT!45 rt t- t -1 t 1t U —————— — - _ Q � S� J�,`J U D� S_F_-N_ --MD�A_ �H(� —U�At- \-��R, �lD�e /-iT -T-__r- IEX TRIDGE T' — C01AT s3 -1 _ _ — . _ . - {- 1- -- -fi. _�___ . - TlE,wW -T S1 AT !MAI91 1 � r� ' I 1 OF r4 . _ 4. _ . ._ . _ . _ - _1. 4 - Revisions - . _ T A4I TYTKR 4- . ._ -i I --_ - - - _ _ -4 ---4- _ _i � -+ I- +- �- l- t Lj DD T-'?-1-- '-1 4 I I I I f I I I I I I I I - ENTRr •3 A` •- _- - - _ M- ENTRY •41 1 1 I ENJRY No Owe Sheet Title EXIST ROOF DRAINS! I AT ENTRIES, TYP. I OVERALL ROOF PLAN DI AGRAM � NP OiMms CNKMd TW MAY A. 1993 I fob No 92065.05.5 Sleet No, BUP413-01" Al 84 7 Of•• OVERALL ROOF PLAN DIAGRAM t 'T1 1TIl 1i lT� W IF THIS DOCUMENT IS LESS 1 1995 LEGIBLE THAN TNS tIOTATION, � 1 AUGUST 30 IT IS DUE TO THE QUALITY OF `THE ORIGINAL WCUMigNT. ii - TII„,110 ►?4 _T .� _ I, , I I f �6 lD � 503 0522) C5� C"J 4� 408 (4) 404 C45)(4)�4� 41 4o®R 03" 37 C-M) (�2) C31) O C29) C28) (2i) 022) 21 O 0 � 107 �'°J 5 U 0J `"J ot MN • V&"1 I 1O REMOVE EXISTING PLANTER/SEATING INCLUDING ELEC OUTLETS. SEE: 2/Ai 5 SIM O REMOVE EXISTING PLANTER/SEATING INCLUDING ELEC OUTLETS -� AND HOSE BIBB SEE: 2/A1.5 - REMOVL TREE, SOIL, AND PLANTER. O REMOVE EXISTING STOREFRONT AND ENTRANCES OWNER WILL REMOVE WOOD FROM Architecture, Planning, 6 Interior Design BENCHES AND SMALL PLANTS O REMOVE EXISTING CONCRETE PAVING, 801 Second Avenue, Seattle, WA 98104 CONTRACTOR TO COORD ALL REMOVAL INTEGRAL CURBS AND AJJACENT PLANTERS, WORK TO EXISTING PAVEMENT JOINT LINES. Te1206 /682-3460 Fax 206 /343-9388 MODIFY DRAINS, IF ANY 10 COORD WITH NEW PAVEMENT ELEV. BENCH OWNER ILL REMOVE MOVE VAT �.., ._. ... � L i FLOOR WITHIN O REMOVE WALLS, FIXTURES AND FINISHES AS INDICATED MALL FLOOR REINF PLANTER REINF SEATING AREA _ — - CONIC CONC 7. -- O7 REMOVE EXISTING WALL MOUNTED LIGHT FIXTURES 3 REMOVE EXISTING DR!'JKiNu FOUNTAINS WHERE INDICATED O SAWCUT CURB AND REMOVE FROM LINE OF ELEMENTS BELOW EXIST PAVEMENT JOINT 2. REMOVE EXISTING TERAllO FLOORING AS NEW FLOOR WORK REQUIRED FOR ELEVATION TRANSITIONS AT MAY REMAIN, EXCEPT — TENANT ENTRANCES WHERE INDICATED — •+ _ WHERE NEW TREE SEE FLOOR PIANS PLANTERS OCCIR — REMOVE EXIST TELEPHONE PEDESTAL AND REMOVE EXISTING LIGHT VALANCE ORIGI'+AL FLOOR LINE O ENCLOSURE. WIRING TO REMAIN EXIST SEE DETAIL 5/A6 7 I O O PHONE EQUIP TO BE REMOVCD UNDER 1. REMOVE EXISTING SKYLIGHTS SEE STRUCTURAL I FILLED BY PREVIOUS REMODEL SEPARATE CONTRACT DEMOLITION PLANS OA 2 SECTION THRU EXIST PLANTER/BENCH 3 DrEMOLITION PLAN KEYNOTES 4 DEMOLITION PLAN GENERAL NOTES COURT •1 O �.5N T.S. A1.5 N.T.S. �_5N.T.S. •♦ ASHI NGTON ENTRY •6 SQUARE OC . o i SHOPPING CENTS � O OE t 6 T I GARD, OREGON MALL 01 SEE DWG. A1.2 OF 0 O OG FaR 7 WINMAR PACIFIC, INC. ENTRY • COURT 61A REMOVE WOOD CLADDING FROM # O O — REMOVE EXISTING ROOF, STRUCTURE, 4 1 r, EXISTING LIGHT VALANCE SEE DETAIL CEILING, FIXTURES, ETC ' MALL •1A 6/A6.7 SEE: SIRUCT QK) A. C -- EXIST CONTRO JOINT LINE *" i ENTRY •2 0 MALL •1B S T / MALL 06 U OCOURT • a COURT •5 COURT •2 COURT •4 V VJUOSEN MARQUARDT �- _. ;.: a t• (f' SEATTLE.W t'► O ,•_. ..... ` a+ ^ �- .. �:-. 2 7.� r. O _�•. �• �•y �� Q V�. OF Y MALL • MALL 47 "'""" 3 O O l REMOVE EXISTING TEMPORARY GWB/ME 1 Revisions STUD WALL. COORD WITH PHASING M ( ❑ - - _ REQUIREMENTS. SAME AS KEYNOTE 4 FRAMES AND AN TACHI�ENTS NGATES, BB MALL •i EXCEPT WORK IS PART - aR . ML 4 OF BID ALTERNATE NO. 00 - ENTRY •5 SEE DWG A7.1 =R_ ENTRY .4 EXISTING PAVEMENT TO REMAIN OO _ -— - L-----J' ----J -- REMOVE CMU FOR NEW DOOR ENTRY •3 ~�\ SEE FLOOR PLANS -- 1 EXIST JOINT N0 °eti °ek"a10f - — — LINE -- ---- --— -- - - 4 Sheet Title RREMOVE EXIST ,'� DEMOLITION PLAN REMOVE E E XI S T S REMOVE EXIST REMOVE WOOD CLADDING o _ FROM FASCIA ABOVE or EXIST PAVEMENT EXIST CURB TO REMAIN EXIST CURB TO REMAIN 8 JOINT LINE T YP I DeSq-ed WN e Drawn HN DEMOLITION PLAN W Checked TW At.5 1'`-501-0" Oete MAY B, 1903 Job No 92063.06.5 Sheet No. sup 93.0 122 OF go d I I � �• � � ( ) i — i —� � — Al�IF THIS DOCUMENT IS LESS � --- �9 5 LEGIBLE THAN THIS NtfATION, � � 1 AUGUST 30 i'f IS DUE TO THE QOAI.ITY OF � ►I•N �"',�,.' _!libFrn.•:eyY�Yew..,y..lR'rr?x^s1 'fHE ORIGINP.: DOCUMENT'. 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CLOSEST TO AXIS FOUNTAINS, TY� SEE ACHTy . _COURT t t - _j -t � L ,Lu ELuVn PCAFLOOR PLANS FOR LOCATIONS - _ FOR NEW ROOF BRAINS, SEE E I I I FORj LOCATION$. 4- --ENLARGED' CONNECT TO EXST-V &JUDSLN MARWAKT DT NLARGED PLANS, CONNECT TO EXIST _ SEATTLE.W�?T . ,t` - RNN WATER LEADRS FOR NEW ROOF DRAINS, SEE W 71. RAIN WATER LEADER AT LOWER ROOF T � ? OR PROPOSE .ALTE3NAIEROUTE OF Y L _ � - - + - ___4 DT CW 1 ' CW, . -. � _.� - • _ • - _7 _ - - - - . _ - BELOW SLAB TO BE ABANDONED !( _ L_ _ _ Revisions a- • _ 4--•-I•- - a-• - a- -1• - - • -4 1-M �- �- _ + - - a• R� IsEE rNLARGED TOILQ R004 PLANS rFOR RELOCATED AND NEW !PLUMBING FNTURES I I I 4 - i(� DRANS, SEFR NEW OOF ENLARGED PLANS. CONNECT TO'EXIST! – – 1 - – – – – _ _ – 1 I -RAIRWATR I – ROOF DRAIN NEAR ENTRY L __ ► - _ I- + ++ _ -ORPROPOSE ALTEWATE POUTNI - - - - - - a• - - -1 - 4 --•- a- -- ' NEW HOSE BIB AT EXIST, COMPACTOR No 046 By DIM Sheet Title REPLACE' EXISTING WATER HEATER IN MEZZANINE ABOVE TO!lE1 ROOMS OVERALL PLUMBING PLAN Designed WN Drawn Cecked TW MAY 0. 1N3 Job No02066,0&5 Sheet No. WASH1W700'go RD 9696 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Al m6 bUV 93.012IF �1115 DOCUMENT ILT77TTTTT �L71 ''TjT''1IIT NIIFT 11111 ' 197U LEGIBLE THAN THIS N19ATInN, IT I8 DUEYu THE QUALITY ()F THEORIGINAL DOCUMENT. I �_ � •7. 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STOREFRONTS, TYP TIGARD, OREGO EXIST; F.E.0REMOVE EXIST CT BASE 0 NEUTRAL PIER AND FOFt FRAMED OPENING. PROVIDE NEW STONE BASE- SEE ASE- SEE DETAIL 5/A64 SIM - - - -- - --- W- I- N' M-E - - c� Ar•��R�. 'r�JPACIFIC, _ INC. A52 ODSIM o`" < 0 EXTENT OF FLOOR PAVERS N F.N.C. EXIST NEUTRAL REMOVE EXIST CT wAINsroT & BASE x YP VJUDSEN S 0 NEUTRAL PIER AND MAA]UAROT_.,' - - - J . FRAMED OPENING _ METER ANDPROVIDE NEW STONE BASF 4 JI WAINSCOT TO 5'HIGH - FRANK HALL I SEATTLE.wSEE DETAIL 5/A64 SIM OF ,A NEW PHONE PEDESTAL NEAR EXIST PEDESTAL LOCATION - Revisions OWNER FURNISHEC AND OWNER INSTALLEDCOORDINATE CONDUIT LOCATION W/OWNER. CN EXIST NEUTRAL PIER TY P5 EXIST. F;H.0 O —• --- -- •--- • ---•—.I_ - - -- GENERAL NOTES D" t RESURFACE EXIST FIREHOSE Sheet Title - --- - - - I CABINET AND FIRE EXTINGUISHER CABINET—� N DOORS W/NEW COURT 1MALL _1 TAI` LECOLOR TO Br BYMALL 1 B PARTIAL -4- ARCHITECT. 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REPLACE CERAMIC TILE WN BASE AT ALL NEUTRAL PIERS Drawn CD TAIL 5/A6.4 • - - _ . _ . - . _ . _ ._- - -- ' -� j -Tj I I I I I I I 4. REPLACE ALL EXISTING' Ch8cked TW-- ra W ss!s j l ; CLEANOUTS, FLOOR DRAIN, , Date MAY a 1 M ETC. FLUSH WITH NEW Job No. 920e3.066FLOOR ELEVATION. ERPLANS FOR Sheet No. TILE LAYOUT PARTIAL FLOOR PLAN COUnT 1 A/MAI l. 1 A/LNTRY 1 6. LETTER INOICATES TRANSITION NN(6iO p93412peof TYPE SEE DE[AIL 1/A6.4 11A2 • 2 177 Mkh LIII FI'(E;I1'H11)ILI7E11.IIXNCAU1.MIExN)t'UMIFS•:N'II'E.SS i� (��►�IIII Ilfllll,l1l-r-IIIII��IIIII�IIII��IIII ►� Illl�llll�ll��llllfll�lll��lll-l-ll�llll tlll�llll IIII�IIII Illl�llll IIII�II��IIIIIIII��IIeIIII-III�lilllll-ll-�l_►_II I�►-IIII —IIII,I�ll►�Ill�ltl;�Ill�ll I W t 111I �--�' - L– -- - M►N _ ` � 7TTjT1� 1 TIT 9 5 ww " k LMN F 1 11 I =1'11AN THIS NU1A1ION, J AUGUST IS 11) THE QIIAI.I'I'Y IF 9 � 7T7 717 4 A64 � � ll111ll11W�ll�lll► SII►i111;IlIil iIIIIITii�Wi1 ' RUN f UI l T11 I A`, Cl 0'j- A') 'jA` PU'„IH! 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RESURFACEEXI BEYOND FOR IST FIREH05E oI INSTALLATION OF CABINET AND I * _ . -•----- - - - - - - - - - - - - -. _ NEW MAT FRAME EXTINGUISHER CABINETMETAEDGE AT EXIST. PAROUE DOORS W EW EDGE OF EXIT i O PLASTIC LAMINATE COLON EXIST, NEUTRALWALK WALK-OFF MAT I EXSTNEUTRAL TO BE SELECTED BY PIER !TYP REMOVE TERRAllO PIER EAST. 7 ARCHITECT. BEYOND FOR Sheet Title MWIP =- 2 2. REPLACE ALL EXIST DRINKING/ FOUNTAINS PER DETAIL CORT 2, M• -� 7 . - ALL » _2 ,INSIALLA110y OF NEW MAT WALK OFF N FRAME MAT S6/A6.4EXST PHONE TO REMOVED 9E REMOVED I COURT 3, MALL 4 EXIST F.E.C. SEE NOTE t, TYP. POWNER BOWNER PATCH AND PAINT 3. REPLACE CERMIC TL[ XIPATCH AND PAINT BASE AT ALL NEUTRAL NIERS PARTIAL FLOORS�E kWALL PER DETAIL 5l46.4 I PLANS. _ . _ . _ 4. REPLACE ALL EXISTING 2 CLEANOUTS, FLOOR DRAInS, , (-ANOPY ABOVE CANOPY ABOVE ETC. FI.USH WITH NEW BARRIER FREE FLOOR ELEVATION oe.prd Am DOOR FI 5. 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Q --- 6 ,_� Tj I 1 AUCslJ3T 30 ` I I'1' IS DUE TO THE QUALITY UF' „•_„ �.� •� THE ORIGINAL. 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OREGON OVL ---- - --- - -- ----•- ---- --- - ! - .- ------- ------ - -- •-- - - --------- - -- -- - - --- ---- - - - - - - FOR --- --- - - - ----------- - WINMAR PACIFC, INC.- - - - - -- - - --- ------- - - - - - - - - - - -- . 41 - - - - - - ------ - - - - - - - - - - - -- - - - - - - - ----- -- - • _ . . . . RELOCATE AND REPLACE EXIST LIGHT FIXTURE, REPAIR WD. c o o o 0 o p o o, o FINISH AS REOUIRED a - TYP OX O O O O JUUN AOI QO Q UUAHUI SEAT"FWU ZfeOF oy Revisions - - - - - - - - -- - - --- - - - _ - - - - - - - - - -- - - - -- - -- --- CZ) EXIST. WD. SOFFIT No o.le - -- - - - - - - - - - - -` " REPLACE W/GYP BD. CEILING TO MATCH EXIST. ADJACENT Sheet Title CEILINGSIDIN , RPNTEXIT. WDLAMALL 5, MALL 6 PARTIAL REFLECTED CEILING PLANS OPEN TO ABOVE DoipW WN MODIFY EXIST. LIGHT FIXTURES, TYP Own ms Oaded TW r_2' PARTIAL REFLECTED CEILING PLAN — MALL 7/COJRT 5/ENTRY 3 Date MAYe. 1993 1/8 1 0" Job LA0. 020x5.05.5 SEE 1/A3.1 AND 2/A3.1 FOR ADDTIONAI_ NOTES o ° Sheet No. ALUMINUM PANEL SYSTEM 122 (CONTINUE ELEVATION JOINTS) uasov � 1IF [xCUMFNT TF I,FSS � TA3m5 LEGIBLE THAN THIS NOTATION, � 77xj I 11177W7 tl � W117171"t _F AUGUST 30 IT IS DUE TO THE QUALITY OF j7 THE ORIGINAL rX_)CUMFNT. tE f 1till llIIII 111111111111111III!11111i11Y'111111 IIA11f11111Utill,11111 �Iu\ , L - 11 wil 1 t 34 33 32 31 30 29 28 A 1 101-01 30' 0' 301-00 30, 0 30'-0' MN 30'- 23' 6" 23, 6" I i 1 I . . . . . . . . - - - NEW CRICKETS,SLOPE EXIST RIDGE AND - i - PER FOOT, TYP. 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ROOF SLOPE I / I _ 1 I � COURT 4 ROOF PLAN , A4.2 1/8" = 1'-0" 3 COURT 5 ROOF PLAN 47 46 45 A4.2 1 /8" = 1'-0" 22'-0" 22'-C" ao 2C �� _ _ _ _ _ �`_ - 66 , ' . . ' . . i' , . I,, , • ', ♦ EDGE OF NEW ROOFING, ♦ '�-- . 7. , • -�' • STRIP !HTO EXISTING ROOF 48 47 46 45 ) 44 12 'i '' ' . , REPLACE EXISTING WET INSULATION 6,_8 „ 2a' 0' 22,_0„ 22' 0' 1 20,_0„ 6' 8" t9 _ y,q.:: ' . x' , ' , ' o NEW CRI KE1S, TYP. NEW ROOF DRAINS AND - REPLACE EXIST EXPANSION JOINT - - ' \\ I - - I - -�—T —_ _ - � ) '�'/ OVERFLOW DRAINS �' C } _ . - - . t nh��uARnT�'� °° I r— �� „ a O„ I / I l GoE!v M _{ '-t - =,' - •'�" +' �. '�'- !' r .—. — t •— I F \`. , //r L ) , SEA1TlE•W - f ' i '�' —r'— t — > _ I f- �• �� . 11" r- . 1` Ty _�-.`,. ,.� �. r'� �� i I O .I I I�± /J v.i�� • I l I Jf v . _ _ _ N ' 6. +" —' -_ .; t'• j' 1'',•, ♦•1 R FIN MODIFIED �. .fl, o' o' OO G NEW CRICKETS BETWEEN SKYLIGHTS OF O �. r T B HI H r 2 =0 ELAS N� CAP S EE T 1/A4 T o O' SEE DE AIL 2 FOR CUN INUATION (' . 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Illi�llll Illl�lllI l�Wl I t ` 9 'fill ll�llll IIIIIII!I IIII�HII LMN 4,1 4a C45 01 -- _ - -- - - -_ - - - - - CPO t � Architecture, Planning, & Interior Design 3 _- I 801 Second Avenue, Seattle, WA 96104 pEsMO ANO I rte I.,nc E EX I h - i �✓ 2 �f Tel 206/682-3460 Fax 206/343-9366 ` TI La A _ 1 I - SE's 'UDTE5+-+E� 01.1 T � WOMAN poix W. I I Ul � tr vr.-t — RE41�IEr.►T PA.iwTs,— �R ES v.N D AGG E�yS 1N F 4 A-7 - _-- -- -- WASHI NGT ON S QU-A-FE- SHOPPING RESHOPPING CENTER NIEN� a vyc'`M�IV`J ^C� CN/ L.,Af�; `•IOT6 St;� d'1 I 1=0m- TOII.•Er TIGARD. OREGON ANC,J." FM ExroT MARoR-t; _ -- - -.- _ -- - = WINMAR PACIFIC, INC. — 5C-op CN9D \ l pY OwsJLMi. El 11 ��'' GER.oN�11G �Ia1,,L TI�.6s, L-_-Ex�b r :ter C ou&p Vy Gl,i cw i1 Azalkw of To fk&PL.� - 5T 5PI I.1 KLl:IZ r+EAp HE.�►TER. �tJT Jo1�T'S, TYP• �x5?' � Tp r�M�►!N , T•`(P New GE*•RAM 1G E: ,=, lJ r,l.E po��E TYP• -- [:x`.�T' REGG E- L-&Wr • Js•N '�Q 5 ps x UP r-- TO F;lf---M,w-4, 1YP. vco -ter UATI � - -- -oFTLeivAlAcr•1ti.�ct 'AvcM I ' l / y • Maw SiN a I � • � VJ//UOSEN MARQUl1ROT c�P U�PEIJSEI� ! � cw.1M� - �cFi N 5r- �XST 67? DO G�6 d SEATTLE,w � Revisions -G ,?t C.CF�MIG i/�p�1. i-, '•� fZEP1,t�CC.� Z �_/p�� ; _^, --NEV�i GEtio./�AIG rILE C) MEN 5 gE-S7KOCX NJ =_�V4,.,,-r10O j5 No Late Hy Description Sheet Title TOILET ROOM PLANS AND ELEVATIONS Designed WWW Drawn MS Checked TW Date MAY f). 1993 Jab No 92085.05.5 Sheet No. WASNINRtON SO.RC),em OUP 93-0122 49 OF Pa A782 TTIT(' I j 1 T T iTr int 1� (Ir 7 7 t T� M1jTjTpir�r` It1r 1995 TjT( � ( 1 1 1 i� r 1 Z ; AUGUST 30IF THIS DOCUMENT t5 LESS 4 I ' � �I ! �I 1r _��L 1 � . ' LEGIBLE THAN THIS NOTATION, I 1 IT IS DUE: TO THE QUAI.IIY Gr ` 'PHE ORIGINAI, ix)CUMEN'T. -- � [ � Ie� >G � ►► �� tI � .I +�� I �II �tIt(� , a�II I� � � � It � I9i f9 ��R � � � �>,>r.�� IIII�IIIIIIIII!Illl�lll�ll�lll�llll�llll II IIIIIIIIIIIII��II IIII�IIII III!�IIII VIII!111111!1�1IIIlllll�lllllllll�lllllllll�llll lllllllll IIII� I IIIWIIIIIIIulUl11111Wllllllllli1111111.11�11►1►1i1111 illi 11 111 iili Illi 1111 ii11111f 1111 1111 ilil�llll►►li�l�f!►!1! ►I!+ !n!IWnI i MN -- ----- DOWNLIGHTS SEE ELEC PROVIDE REINFORCEMENTS REQUIRED FOR INSTALLATION CHAMFER OR RADIUS GLASS CORNERS - LIGHTING FIXTURE SEE ELEC -- CONNECTION POINT TO STRUCTURAL STEEL. BEAM APPROX 6" TYP �- INFILL CHANNEL WITH FABRICATED J BOx PROVIDE Y4" MIN DIA BOLTS, WASHERS, AND NUTS WITH CHANDELIER ROD CONNECTIONS ARE REQUIRED TO RESIST MOMENTS IMPOSED BY SEISMIC LOADS AND PROVIDE TOLERANCE FOR INSTALLATION TYP SPRINKLER HEAD Architecture, Planning, & Interior Design SLEEVE SUPPLY PIPE THRU J-BOX :., 801 Second Avenue, Seattle, WA 98104 --- -- .... ......... ........................._......... / _ - --__ e1206 , 682 3460 Fax 206 /343 9388 _ _ r T I CO .•-- -- __ N7 i0 4-_ " M --- ........................................ .=.M•L•• .w..w.. .w........•• 10 00 , I I . io O M b+ \ M ° N WASHINGTON - - . - SQUARE ARE soup PANEL SHOPPING CEN TER GLASS - FRITTED AREA SEE I/A8.2 — PERFORATED PANEL PRIMARY SUPPORT TUBES \ GLASS-SUPPORT TUBES GLASS, I/ " MIN THK (GL 2) 1 FLUSH PLATE CLOSURE PANELS AT EXPOSED /2' DIA HOLES ON BOTTOM EDGE OF FABRICATED AND DIAGONALLY TIGARD, OREGON TEMPEREt, LAMINATED, FRIT AS INDICATED STAGGERED 1/2" x 1/2" GRID CUT TUBE FRAMING MEMBERS - TYP SECONDARY SUPPORT TUBES I REFLECTED PLAN x PLAN FOR: WINMAR PACIFIC, INC. SCOPE OF REQUIRED MOCK UP -----, fJ � DIAGRAM OF TYP SPRINKLER DROP (APPROX 10'-6" RADIUS) INTERSECT PERPENDICULAR AT EXISTING BULKHEAD AND TOP OF L GHTING FIXTURE MOUNTING CHANNEL INCLUDE SIMULATION OF PIPE AND BULKHEAD IN MOCK UP SEE 2/A8.2 FOR SPRINKLER DROP AT COURT 3 I 10.4°" _ _ _ 100-4" _ _4 I I 4°_6°, „ GLASS-SJPPORT TUBES STRUCTURAL STEEL SUPPORTS (NOT PART OF CHANDELIER FIXTURE) G� INCLUDE SIMULATION OF BEAM GLASS TYPE GL2 )N MOCK UP �JUDSEN M)ARQU.WT r • ....................................r......... ....i.. mow.........•..• // , `��'�/•l/ -�O • r N •, • I '_ ATF OF tO '` Ck I a r� — — 1 Revisions 1" DROP TO SPRINKLER HEAD BELOW LTG FIXT MTG CHANNEL , EXPOSED PIPE PTD (DO NOT PAINT HEADS) PIPE RAD APPROX 1' -- — - c TYP SEE /A8.1 &. Vh, - i THRU-BOLTED TYPE GLASS CONNECTOR 1 _ -- PIPE TEE .. •. ;HTING FIXTURE - SEE ELEC ---- VC)UNTED ON FABRICATED ALUM BOX SOLID PANEL PERFORAIFD PANEL LIGHTING FIXTURE MOUNTING CHANNEL 1 INFILLING MOUNTING CHANNEL (BEHIND LTG FIXTURES ONLY) FLUSH PLATE CLOSURE PANELS AT EXPOSED - No DM* 9y Dewfoon \ .►. SIDES AND ENDS OF FRAMING MEMBERS AND SPRINKLER HEAD x - BOX ELEMENTS (NO CLOSURES REOD AT CENTERED THRU FLANGE OF CHANNEL Sheet Title LIGHTING FIXT MOUNTING CHANNEL) SIDE ELEVATION x LONGITUDINAL SECTION CHANDELIER TYPE I v CHANDELIERS ARE SUBJECT TO REOUIPrMENTS AS SPECIFIED IN HORIZ SUPPLY FROM EXIST BRANCH OR MAIN DIVISION 1 SECTION "ALTERNATES" THRU EXIST BULKHEAD WITH PTD MET ESCUTCHEON i esgnnl WN DS / _- Drawn HSI b �I AT COURT 3 CHANDELIER TYPE 1 Chock©d Tw _ __ — r2_ SPRINKLER DIAGRAMpAle A6.1 NTS A8.1 1/2'=1'-C" Job Na 020 993 85.0.8 Sheet No. t y WA9HM40TON 80 RD %% ■ SUP 93-0122 14 OF 9a n A-- I! °PNIB [ ('UMf;N I' IL i,E�SS T7T21 r1j17 TI Tj11T�1T11 TTTTjTT 1TTTTJT� 1 11111 T I I I ij fTT�T(TjT�T 1 T 11111�I I1� T9 9 ' II f 1 ' 1 ' I ' I �1 I I1 � I ` I i L AUGUST 30 ._ . 5� N LEGIBLE THAN rim; NOTATION, _ � _ _ —_ _ __—-_ — 1 I 11' IS DUE TO THE UtIALITY OF THE ORIGINAL DOCUMENT. ((1 Ilii liil�i111I 11f111Ii 1f11�I c1111II111111111�11�11i1r1i-1�ll�aliIiili�ii - e� }� I s�11I1lllIlliolll�Ill�lllli�elilllIll L 9 l�iU�llt I �III{�III1111f11111 Ill tillilliltill )111II119 �11�IN�IlIIiI�LLL�IaII II�IIII►Ili il. 1 i LMN \, GLASS CONNECTOR IN I S' MNST •UTAFHEAD / Architecture, Planning, & Interior Design 801 Second Avenue, Seattle, WA 98104 Tel 206 /682-3460 Fax 206 /343--9388 E- — GL S, RIT 2/1411i F FR T PAT RN Z�c L I � LIGHTING FIXTURE TYPE IA CONNECTION POINT TO STRUCTURAL STEEL BEAM Y4" DIA S ST ROD (THREADED 1" MAX EXPOSED BEYOND NUTS) ROD CONNECTIONS ARE REQUIRED TO RESIST MOMENTS DOWNLIGHT SEE ELEC IMPOSED BY SEISMIC LOADS AND PROVIDE TOLERANCE FOR TYP - 2-PLACES INS T ALLATION - 7YP ------ n --- 'w WASHINGTON I SQUARE M SHOPPING CENTER TIGARD, OREGON ' .... ........ .. 'a SPRINKLER r r FOR- TTITTTTII{{{�` - -- - I WINMAR PACIFIC, INC. - _ �_--��•......... ...... ••••.....•.••••••• • -- ' I + i + MI r 2" pol . r , Y . T N I / .*- * _\__ —I -- t — - ------- — j - — -- ---- 'k - - L � . MI •. .......................... .............Imo• \ � GLASS - FRITTED AREA CHAMFER OR RADIUS GLASS CORNERS TYP L GLASS, 'I/Z" MIN THK (TO RESIST BREAKAGE FROM IMPACT) SUSPENSION CABLES AND FITTINGS TEMPERED, LAMINATED, FRIT AS INDICATED SEE t/A5.4 REFLECTED PLAN x PLAN GLASS-SUPPORT TUBESFLUSH PLATE CLOSURE PANELS AT EXPOSED BOTTOM OUBE EDGE FAB0 ANDPDIAGONALLY UTFRAMING MEMBERS ! L - I I SCOPE OF REQUIRED MOCK UP PRIMARY SUPPORT TUBES INTERNAL REINFORCEMENTS AS REOD TYP LIGHTING FIXTURE SEE ELEC \ VERT SUPPLY FROM EXIST BRANCH OR MAIN �SJUOSEv eMARGUAROT�' THRU CLG ABOVE WITH PTD MET ESCUTCHEON > � LIGHTING FIXTURE SUPPORT CHANNELS 1" PIPE DROP TO SPRINKLFR HEAD - - — BELOW LTG FIXT MTG CHANNEL 5'-3" 5'-3" J, SEAMS-w EXPOSED PIPE PTO - TYP v31-5" 31-5" I CLASS-SUPPORT TUBES PLAN _ �� OF STRUCTURAL STEEL SUPPORTS -- --- (NOT PART OF CHANDELIER FIXTURE) ' Revisions x 0 E SUSPENSION CABLES AND FITTINGS FLUSH PLATE CLOSURE PANELS AT 31 13r1 ;o EXPOSED SIDES AND ENDS OF 1" t" LINE AT TOP 01 SKYLIGHT CURB BEYOND FRAMING MEMBERS --------- _ .• _ -_ - GLASS TYPE GL-2 _— un Vic L a ' THRU-BOLTED GLASS CONNECTION 6'-6" r No nme av c tont f I \ - 21� BRACE SPRINKLER DROP U CHANNELS 2Pop \ LIGHTING FIXTURE SEE ELEC LIGHTING FIXTURE SEE ELEC - \ Sheet Title \ LIGHTING FIXTURE SUPPORT CHANNELS LIGHTING FIXTURE MOUNTING CHANNEL CHANDELIER FABRICATED JUNCII'1N BOX AND SUPPORT CHANNEL CONNECTOR INCLUDE BOTH CHANNELS IN MOCK UP TYPES 2 & 3 SIDE ELEVATION SIDE ELEVATION x LONGITUDINAL SECTION F v CHANDELIERS ARE SUBJECT TP REQUIREMENTS AS SPECIFIED IN CHANDELIERS ARE SUBJECT TP REQUIREMENTS AS SPECIFIED IN DIVISION 1 SECTION "ALTERNATES" DIVISION I SECTION "ALTERNATES" Desgned VM / DS 5 DraKn HN uj CHANDELIER TYPE 3 CHANDELIER TYPE 2 Checked TW ` 2 Date _ MAY 0, 1993 ------ - - --- A8.2 1 /2"= 1'-0" A8.2 1 /2„1,-0" Jab No. �9200S.Oss Sheet No. 3 w� 1NG(OM 9O Nib �1 g�v OtigtY! A8.2 Std� fer- OJJ • �~ w - k IF, 'fli1S h(K'UMENT IS I,IsSS ri III IIfTT1TT.111111111 �111111TITIT T I I,I:(AHLE THAN TIIIS NOTATION, � I � _—� I AUGUST 30 199b i IS DOE TO THE QUALITY OF' 'fill•: ()RIGINAL I)OMMENT. ! ' IIIIIIII!I�Iill IIll�ll I�IIII�IIiI IIII�IIII IIII�II�I�il�l�llll IIII�IIII IIII�IIII II Illllllllllll�llllIIIII�IIII Illl�lfl)llil�llll Ilii��J�IIIIIII�W Ilil�lll E' �llll� �►I►►j,� Ieill�llill)lu�►I)(I►tltlll�u(I�)�uI►�►I�I�IIIIIII11�1111111II�III1 IIII�II ,,' 1 M I Consulting E-ngineer s LMIN 1201 Third Avenue, Suite 900 oTRUCTURAL NOTES sea tt1c , Washington- 98101 (206) 622- 5822 Fax (206 622-8130 Architecture, Planning & Interior Design 801 Second Avenue, Seattle, WA 98104 Tei 206/682 3460 fax 206/343-9338 STRUCTURALhOLS r QDF REOUIREMENTS: AJI design and construction shai, conform to the requirements of the STEEL REFERENCESPEUILAIMS: State of Oregon Structur,:! Specialty CotJe, 1993 Edition. Structural Steel RISC Specification for the Design, Fabricat{cn and DESIGN LOADS In addition to the dead bads,the following were used for design: Erection of Structural Steel for Buildings - 9th Edition goof 2 5 psf L.L Nigh Strength Bolts Specification for Joints using ASTIR A-325 Floors: Corridors, stairs 10 0 psf L.L Welding AWS 01.1 AWS prequalified hint details Sidewalks and driveways 250 pst L_L. Allowable sod bearing pressure 2000 psf Welder Certification Oregon Association of Buikdlnq Officals (OABQ) Ealxlit Ake and wird forces are resisteo 'ry braced trames and shear walls. Steel Joists and Bridging Standard Specifications of the Steel Joist institute !-'FMC:LOADS: Steel Dericing Steel Deck Institute, AISI-Speditratbns for the Design of Cold Formed Steel Structural Members Earthquake design is based on the following. Elements of the structure and nonstructural oomponints: Fp . ZICpWp STEEL MATERLALq Where: Z a 0.30, Zone 3 Structural Steel ASTM A•36 I . 1.0 Connection material, embedded items ASTM A 36 Cp - 0.75 channels, angles, base plates, Wp . weight of portion of struclurs or Component and mise. steel Structural Tubes ASTM A-500, Grade B MQ LOA Steel Pipe ASTM A-53, Grade B Structural Bolts ASTM A•325-N Wind d^sign in based on ,he following: Wood Connection Bons ASTM A•307 Anchor Bolts ASTM A-307 t 1991 UBC: Exposure C, 80 mph - P . CeCgQsl Threaded Reds ASTM A-36 Welding Electrodes E70XX Where- :sl•See UBC Table 23G Deformed Bar Anchors ASTM A-496 Cq.See UBC Table 23N Qs - 16.4 psf STRUCTSjggL aIEEl: Structural steel design, fabrication and erection shall conform to the l 1.0 requirements of Chapter 27 0. the Uniform Building Code. All members are to be erected with natural mill camber or induced camber up, unless otherwise noted on the plans. Substitution SL IBMITTALS: Shop drawings shall be submMed to the Architect prior to arty fabrication or of member sizes or steel grade will not be allowed without prior approval of tree Architect- construction for all structural items Including the following: ooncrete or masonry reinforcement, ooncrete deme, embedded stool items, struchxal steel, steel Joists, steel Bolted connections are to be of high strength ASTM A-325 bolts as shown. A minimum of two WASHINGTON dock, and stakt bolts is requiwd for all beam connections. The minimum weld size shall be 3/16 inch, unless I noted otherwise. Connections are to be as shown on these drawings. Alternative connections If the shop drawings differ from cr add to the design of the struktursul drawings, they shall will require prior approval of the Architect. 8MME bear the seal and signature of tM Oregon State Registered Strudurai Engineer who is responsible for the resign. S NMR j V I Design drawings and caiculatbns or shop drawings, for the design and fabrication of Items that are designed by others, such as steel joists, shall bear thv seal and signature of the Oregon State Registerpd Structural Engineer who is resportsbie for Ow design and shall be submitted METAL DECK: Steel deck shad conform to ASTM A 446, Grade A minimum and have a TGA 0 GREW to the Architect for review prior to fabrication. Submitted c aliculatblts are for Information minimum fy-33,000 psi. rhe galvanized coating shall conform to ASTM A-525, G60, or G90 1 I�. f1Vr OREWN only arra will not be stamped or retumed. where left permanently exposed. Minimum deck gages are shown on plans and are based on 3-span, inshored conditions. ifvSPECTIQN: Special inspection per UBC Section 306 shall bo performed by an approved Heavier c'eek gages may be required for conditions other than these, depending on testing Iab for reinforcement placement, concrete placement, steel fabrication and erection, manufacturer. Other deck gapes shah be submitted b the architect along with a valid ICBO l grouting, bolts installed in concrete and welding. All prepared soaring surfaces shall be report for approval prior to shop detailing. Inspected t,y the Soils Engineer prior to placemen! of reinforcing sleet. Soils compaction sha'.tVdIINMAR� w p PA NC be supervised by an approved testing lab or Soils Engineer. Deck welding shalt be in accordance with AWS 01.3, 'Spedfication for Welding Sheet Steel in Structures.' r SPECIAL CONQITIO S: Contractor shall verity an 'avels,dimensions and existing conditions In the field before proceeding. Contractor shall notify the Engi ser of any dlsa.4wbas or field Contractor shall provide closure plates, flashing, and all mbnelaneous fight gage metal shapes changes prior to installation or fabrication. In case ur discrepancies between the existing necessary to complete the work. The minimum end lap shad be 2 inches centered over conditions and the drawings, the Contractor shall obtain direction from the Engineer before supports. The minimum bE acing required shah be 2 inches. proceeding. Dimensions noted as plus or minus (t) indicate unverified dimensions and are approximate. Notify Architect immediately of conflicts or exaussive variations from 'rdlcated Roof Deck: Steel roof ded.shat be Type B deck with ribs at 8'o c.,of the size and gage shown ro dimensions. Noted dLmenWns take precedence over scaled dimensions-d ret J draytjp>;J- on the plans or an approve]equal. Roof deck fastening shat be as shown on Lie pians. Contractor shall verity all existing conditions before commencing any demontion. C'.,ntractor OPEN WEB STEEL 1Oi5M: Shall be of the size and type shown on the drawings and shall shall provide adequate shoring and bracing of all structural members, existing eonstrurtbn conform to the requirements of the Steel Joist Institute. Joists shat be designed in accordance and soil excavations, as required, and in a manner suitable to the work secuence. Temporary with the UBC and bads described herein. shoring and bracing shall not be removed until ad final connections have `>een completeo in a000rdance with the drawings ante materials have achieved design strength. Joists shall be supplied with the proper bracing and bridging to provide lateral stability of all • ]clefs. C,onvactor shall be responsible fr.r all safety precautions and the methods, technigjes, sequences or procedures requirer! to perform the work. )=XPP.�ISVQN BOj,1,�: Expansion bolts shalt be Hilt; Kwikbolt, Parabolt Concrete Anchors. NGI fF� Ramset Trrbolt, or an approved equal, installed per the manufacturers recommendations. SOILS: See the Soils Report by Rittenhouse-Zeman, datEd January 1991 for more complete Bolt lengths, spacing, and embedments shall be as designated on the drawings. Where the I4�s Information. Earthwork material, backfill and compaction shad be in aeoorda.1ce with the required embedment is omitted the bolt shall have sufficient length to provide at least the the wall embedment and capacities shown on the following schedule. Bolt capacities are based on values �. rer>ommendalions .�f the S.�its Repor.. Backfill behind walls shah not be pieced before e - m is properly ^i,pported Dy the floor ..gab, on temporary tracing. Al topsoil organics and loose without specs! inspection,6 diaet and minimum spacings of 12 diameters on center, and minimum RE sunace soil shall be removed from ;>Gneath fill supporting concrete stabs or paving• edge distances of 6 diameters AA �os. c* L DUNCRETE: Concrete work shall conform to all requirements of Chapter 28 of ft Uniform Akw- Ter11joU allow. Shear X Building Code. Concrete strengths shall be verified by standard 29-day cydnder tests, unless 9utLLS ldln.�mC�. (fc'-3,000 psi) (fc'•3,000 psf) i approved otherwise. Concrate mixes shad be as follows: 112' 2-1!t' 475 Ib. 1,840 IT.. Max. Water 'ren 5/8, 2-3/4' 725 Ib. 2,730 b. Cor1�11 t erg ErgmEfers Minimum Max. Water 'i4 LB ref Cement 1 3-1/4' 1,800 Ib. 3.500 ib. f'c Cement Per Ptf 94 LB When .;sing Alk t' 4-1/2" 1,805 it). 6,500 b N � ^' 12'01 Third Avenue. Suite 900 Cr iAAJJ Clibtc YACC gL"embn E=naQ•�� rQL FORMED GAGE STEEL FRAM1►�: Cold formed steel framing members shall be of the type. (206)Seattle. W5822 trn 519101 L.J shape,size,gage,and spacing as shown on the drawings. Member types and sizes shown an the °- 3000 8 sacks 8 gals. S 1/4 gals. Column ioollnQs b escalator (2061 622.582?_ Fax f?OF) pita drawings refer to members manufactured by Angeles Metal Systems. Members equivalent °n shape, size, stiffness, and strength by other manufacturers may be substituted for framing As an alternative to the above, the Contractor shall submit oonaNa mix designs for approval members shown. AI•amate members shall be subject 10 review and approval by the Architect two weeks prior to placinq any ooncxeta. The alternate mix design wig be reviewed for and Structural Engineer prior to fabrication and erection. All cold formed stool framing shall Rev i s I Ons o conform to the A.I.S.I. 'Specification for the Design of Cold-Formed Steel Framing Wemuers oonformance to UBC 2605- All 16 gage and heavier cold-formed structural tracks, studs and Joists shall be formed from Water-reducing �dmlxtu►es may be hoorporated in concrete design n►fxe:, but shall conform ASTM A-446, Grade D or ASTM A-570, Grade E steel with a minimum Fy-50 kri. Al 18 gage g to ASTM C 49•, and be used in strict accordance with the marufiacxurers recommendations. and lighter cold formed structural tracks, studs and Jo;efts shall he formed from ASTM AAn air entraining agent. conforming to the ASTM C-260, shelf be used in all concrete mixes �9, Grade A al ASTM A-aste road s C with a minimum a dna ksl. All studs. Tracks arx! kr work which is exposed to weather. The amount of entrained air shall be 5% * 1% by pints shall re galvanized. Fastenings shall re as shoal!on the drawings. Fastenings not shown -' volume. CaC12 or other water-soluble chloride ion admixtures I"i not be used unless shall be as recommended by the manufacturer. ipproved by the Archged. rn )�INFQRL cing CING STEEReinforsteel shall be In accordance with ASTM A 615, Grade 60 rn EXIS 'TIN I DIN' STja T 1RE These stnictural drawings were prepared without t billet steel, for deformed bars and ASTM A-185, (ty • 65,000 psi) for smooth welded wire ova labs ty of design drawings fa the roof The roof waE bidder designed and no recorG r i the v fabric (WWF), unless otherwise noted. iThelegss evatlable The tirg fram n membersgma f vac rim.i erk is bast,d on the or location from that shest own onliov the drew,n s - - - -_- ------- -- �' Ba°s in beams and slabs shall be supported on *All-cured concrete blocks or approved metal Nolify the Architect of any areas which do not seem in match tf s intent of the drawngs chairs as specifir:d by the CRSI Manual of S!drdard Practice, MSP-1. Reinforcing steel shall be detailed in accordance with the 'ACI Manual of Standard Practice for Detailing Reinforced Concrete Str.ctures', ACI 315. Welding of reinforcing steel, when approved by the Architect, No. Date By esCr ipt ion s1,2t1 be prirformed using low hydrogen electrodes, and preheated in accordance with AWS Q Sheet 1 i t I E DiA, Reinixcing Steel Welding Code. Lap all reinforcing bars with a Class B or Bt splice as r• v spwch'ed it ACI 318, with spli.es at adjacent bars staggered by a minimum of the spruce length, vn'ess otherwlso noted on the plans. Mechanical or welded butt splices shag be used STRUCTURAL subject to Architect's approval. Mechanical splices called out on the plans shall develop 125% .t Q, of the specified yield strength of the spliced bars in both tension and compression. ,. NOTES PJ Reintr ing steel shall have prole^tion as follows Q2Y11 SlabBars ......... . ...... ........... ...............»».......»»........ 3/1. Wall Bars: Interior faces ..................................,........... 3/4' Exposer! 10 weather ...............»..»..»............. 1-1/2' (N5 and smaller) DeS i gree i M Matthewsor earth ... ............................................... 2' (#6 and larger; FootingBars ..................»..-...............»».......................... 3' Drawn S. Ronle Checked M, Matthews CON CREI E WALL REINFQRQ NG(j,j�erwise no111 v flail Thickness 1'iLll12- ental Bars Var'ucal Furs LQB90 Dote MAY 5, 1993 6' 04 Q 12' o c to Q 12' O.C. Vert. ®CL of Wall I 8• 04 P 10' u c #5 @ 15' o.c. Vert. (5) CL of Wall Job Sheee tt 710 No . 10 & N SHRINK GaQi1-L Base plate grout shall be non shrink type with minimum fc . 8,000 psi. All other non shrink grout shall have minimum fc 5,000 psi S1.1 W AD,9585 WA9N1►rc'iTOM� k► OUP 93-0122 57 OF 98 --_. ° IF THIS DOCUMENT IS LESS (1 1'TrT' T1� T'�TT�I P71 TjT 117- No 1� AU",��.. ( 1 , LEGIBLE THAN THIS NOTATION, --�-- Z I� 'ems- ��-- I al -�, �- l IT IS DUE TO THE QUALITY OF M 0*10w-_ ,Mtiw.r. THE ORIGINAL DOCUMENT. Er��L oo�� bi 1 t t�r°1A i l� I I I' I +�I 1 I III111111ij11r 111141i11lf liIIIIIl11IiIIiIIII�lUl 1111111 'Will i°Ill�llllUl�lllllllll�lll��llll11ll1ti11W111111111111►1u►tl��t��,ui�uli�uiJl�ui�►��11��u1]till II111it111�1►II [Illilill Ili IIWIII lit: IIN�lit SII Illlll�llll IJI�,�I U11�1114 IIII�Illlll L�I v X47 i an LMN 45 44.8 44 43� 43 a�. 3' aH a �. a� �46� ! I Architecture, Planning Interior Design Z 9 1 801 Second Avenue, Seattle, WA 98104 OA 1 Tel 206/682-3460 Fox 206/343-9388 r I M I W ' M.3 --- — -; - - - x w w n .► Cl LLj LLA Cie Cle ! I I I ,k , - -'-- - - - N Dif °` - - —--- — --- � w _ wI z I+ I I I c.8 ,L- WASHINGTON SOUAW I II 8HOPPNG CENTER -- -- - I �— .- D.3 - Wth" PACM9 INC D.7 —OE 11 W 4n CY R.5 win O i - -- ---- – – -- — - m 1 - 5 9REG011 m 1 i z � —� wLU x Z C,Q ulting Eriginews T� I I I I w `-- --- r2nr m;rd Averm. Suite 900 NSeattle, Washington 98101 Cr I 1 1 I (206) 622-5822 Fax (206) 622-8130 W I CL I - -- - - - --- . Revisions i n I I I No Dote 9y Description I ! I I I I — I Sheet Title G - -� COURT 1, MALL 1, i U.5 MALL 1B PARTIAL 4 ROOF DEMOLITION I _ PLANS 0G.5 Designed M. Mletthewe z �- Dr awn S. Ronle V.3 Checked M. Metftwe Cn C1 Date Much 22, 1902 LIJ Job No. 03710 46,8 44 Sheet No. COURT 1/MALL_1 PARTIAL ROOF DEMOLITION PLAN_ _ _ ' � - -- - - - ��° DEMOLITION PLAN S21A "Up 93-oMZ WASHINGTON30 RD.SS'5 MALL 1B PARTIAL ROOF DEMOL 0 -x"11-T 011 ..�....._ ... _ » t fTHANr _�1rjt►T�_Tl� --- fil'T j Tm1T j i1 – r 11' 7 30 19951F THIS DOCUMENT IS LESS a76TI ( 8TIT! j AUGUST LEGIBLE THIS NOTATION, F , 4 � IT T8 DUE 'TO THE QUALITY OF THE ORIGINAL DOCUMFTNT. 9 Il I LT�I i T I L ll9 IIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIUIIII! IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIII I Illllllll IIIIIIUI iIIIIWIU�; Ull llWlii i lli�'�III I1111111111�1ilill I►IIIIJI! i 4 40. 39� 38 (377) N36) (35) 34 C33Lmw F W I Y YMINN mons— REMOVE EXISTING SKYLIGHTS i-- REMOVE EX151ING SKYI_IG 05REIAOVE EXISTING 5KYIIGHT5 4 INTERMEDIATE FRAMES , 4 INTERMEDIA -E FRAMES ` 4 INTERMEDIATE FRAMES Architecture, Plonning ! Interior Design 801 Second Avenue, Seat t I e, NA 98104 i Tel 206/682-3460 Fax 206/343-9388 Y 7 - OWN NOR am =110 ON -_ - - - - I 11 I i II I F MALL 3 PARTIAL ROOF DEMOLITION PLAN 1 48 47 �6 45 (44) Q43/ (42' ( 41) �0 T TiI T I WASHINGTON SOUAM - .- TMARD, OREGON 1 I I i I I I I . � ! I � I (G.5) __ _ __ _ _ _ � _ 1 WINMAR PACM, INC 71 I I I ; SHORE BEAM 4 TRUSS PRIOR TO CUTTING (TYP) -INF _�FF \ rFE I I � :.:•3S9 �� A1.4 FOR m AREA OF ROOFING I I f l f. REMOVE THIS PO i RTION OREGON I ► REPLACE ENT I I ! I OF ROOF30. B. GP�� X � I I J_ Consulting EnginewS I1201 Third Avenue, Suite 900 W Seattle, Washington 98101 CL (206) 622-5822 Fax (206) 622-61W I I I Revisions REMOVE EXISTING SKYLIGHTS LEAVE PERIMETER FRAMING L 4 INTERMEDIATE FRAMES, TYP - 1 IN PLACE, TYP - - -- --) rn t SEE DWG A1.4 FOR IN — I AREA OF ROOFING REPLACEMENT No. Dote _ By Doscr ipt ion Cn f 1 I I sheet Title Cr r;K �� i r— - --- - - ---- - -- - -�- 1 -- -- COURT 1A, U _ MALL 1A, MALL 3, CORRIDOR PARTIAL ROOF DEMOLITION 00 w - - - - - - PLANS �4- Designed All tMetth#w-s a K.8 r - _ «, Dr own S. Rolla �. Checked K Metftws Date Aprl 26, 1993 _ Job No. 937110 Sheet No. , . COURT_ 1A/MALL 1A-_.PARTIAL ROOF_. DEMOLITION - PLAN _- S2.2A J WASH14GTON 50 RD.YSdS - — SUP 93-0122 SI Of YQ 1 IF THIS IIUC'UMI:NT I5 LESS t ] T TT�71T 1 — - � I� LEGIBLE THAN HTS NOTATION. I 6 T��1 1995 ' � nn5 I r is Iuls r() T : UuAIiTY OF lj " , . �'rJOlr- THE ORIGINAL 1)(WOMENT. Y IIIIII IIIIIII�I Illlilllllllll IIIIIIIII II Illlltliilllil�l�llll�llllllllllllll IIIIIIII111Ululllllllllllillli�lllllllll IIIIIIIIIIII�I IIIIII�1111 ILl�lu�119►I�1111►II►i►►II ullil�Il IIIIli IItilwA7il 33 32 �31 30 29 47 46 45 C4� 43 42 ) I , �V REMOVE ROOF FRAMING FROM GRID LINE 29 I ` TO GRID LINE 33 AND GRID LINE V.5 TO GRID I LINE Z 1_�v V.3 — v.51 REMOVE EXISTING SKYLIGHTS I 4 INTERMEDIATE FRAMES, TYP Architecture, �� „ ) P I onn i ng Inter i or Desi gn -/ 801 Second Avenue. Seattle, WA 98104 Tel206/682-3460 Fox 206/343-9388 7"- _ LOWER CEILING AREA OVER I T EXISTING SHOPS TO REMAIN. � PROTECT EXISTING CEILING — --- AND SHORING VWERE REQUIRED. — — - - -- - X I - LEA.VE PERIMETER FRAMING ; IN PLACE, T'�P -T _ 4_1 /W I / / 1/77 �-- - - WASHINGTON z SWARE ' SHOPPING CENTER ; I I 1 TIGARD ! - _ ( F0F# _ � �q WINMAR PACIFIC, INC i 7- - 40 I n �B R GUY Nf�s a i ORE o� 30. B. GSR — i — — DOWConsulting Engineers - J v1201 Third I .__ I . Suite 90C n ---1-- r— -_T L C I 1 / Seattle. Washington 98CI � w i (206) 622-5822 Fax 12061 622-813C CL I —_� Revisions M ----t s - kDD _ No. Date 9y Deed ipt on ( I Sheet Tit le COURT 2, MALL 2, _- ----- ----- -- -- -- _ --_ {- - _- -- - -- __ -_ - - _ -_ -� E COURT 3 MALL 4, PARTIAL ROOF DEMOLITION PLANS 00 I I --- I � I PROVIDE TEMP r Designed M Matthews Imo " I I I ' Dr awn S. Rads I REMOVE EXISTING _. — - \ J m ay A j EX ",TING,TIG i Checked M. Matthews J ``I 1 y \ FACIA FRAMNVG { ENR �4 Date MAY 6, 1093 o ENTRY job No. 93710 N (4111 5, �+,q 44,1 43.� 42 41 .q SEE DRAWING A1.4 FOR AREA �-- OF ROOFING REPLACEMENT. Sheet No. COURT_-2/MALL 2 _PARTIAL ROOF DEMOLITION PLAN COURT-3/MMMMMMMMALL 4 PARTIAL ROOF_DEMOLITION PLAN 52,3A WASHINGTON SO no. I BUV 93.0122 I 65 OF N IF IB DOr'l1MENT I.. LESS 11 T 111 111 11r T1 i t 1 T'i11 11 T 1 1 1 i 1 1 ti? 1995 ' PT 4 �g ! 1 � 11111 1 � 1 11 LEGIBLE THAN THIS N_)TATION, _ � :_.. _ _�;_- _— --_-,_--_._ _. _ 1 , AUGUST 30 IT IS DUE TO THE QUALITY OF _ "°~ sI t _ _THE ORIGINAL, DOCUMENT. {� i I111111illllli 1111111111111{lilt IIIIIII,I III!1111 IIIIIIIII IIIII111111illllll IiIlI11111111I1111 i111I11111111I11i1 Iilllllli 111111111111111 1 Illlllill Illllllll IIItIJl111,1h1 1111 llllii►INI IJlhlli 1111 IIU IIIII1111 LMIN Architecture, Planning & Interior Design 801 Second Avenue, Seattle, WA 98104 ?0 1q �� 7 Tel 206/682-3460 Fax 206/343-9388 i it ! 20 1 18 REMOTE EXI5TING SKYLIGHTS �I - LEAVE PERMETER FRAMING i PROVIDE. TEMP SHORING -� - — -_ 4 INTERMEDIATE FRAMES, TYP ! 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Matthews Date MAY 6,1993 T MALL 6 PARTIAL ROOF DEMOLITION PIAN COURT_ 4 PARTIAL ROOF DEMOLITION PLAN__ Job No. 93710 —0, Sheet No . 2 W J — WASHINGTON So RD 950 S2.4A �+- SUP 97-0179 Se of Ye iP THIS LEGIBLE IS LESS 1��11 1 1TIT ' �T�� g11111111111 TTPI I VI T�7rjTjTpT!1ITjTjTjT 1TT1 ii Iljjrl�l�P1'1 MAUGUST 30 19bIT IS DUE TO THF U 1 I ] 111 — QUALITY OF THE ORIGINAL DOCUMENT. [ E L13 aL fit L T 1 I LI 9l 9l I Et l� l�T T A B L 9 9 1 (IIII IIII IIII IIII�IIII IIII�IIII IIII�IIII IIIIIIIII IIII�IIII IIIIIIIII IIIIIIIII IIIIIIIII Illllllli IIIIIIIII IIII�IIII Illl�ll!I IIII IIII IIII�I I IIIWIII Illl�ltjl Ilil�lllllllll�lllllllillllllll l! D I uu u11�II1►1i111�1!i11!1i1�i1l�lllllll !III I►II III Illalll ,� t t Z .. T r726 2524 23 �, � i 21 2 _ � LMN - i I -ISM 46 Me REMOVE EXISTING SKYLIGHTS --- --- t INTERMEDIATE FRAMES, TYP Architect,•=, Planning Interior Design -- __ — ------- •- -._._ __.._._. _. — _ ___.._._. _. i 801 $eccr: Avenue, eat t f e, WA 98104 Tel 106/::2--3460 Fox 205/343-9388 I � I 1 MALL 5 PARTIAL ROOF DEMOLITION PLAN i ` 13 12 11 \; 10 ` 17 � � 15 �14� - . � - WASHINGTON I _ rSOUARE i SHOPPING CENTER I TIGARD, OREGON � i I 1 WINMAR PACIFIC, INC REMOVE EXISTING SKYLIGHTS { I !. INTERMEDIATE FRAMES, TYP I —' •t --' � - i � � , � ` I i _ I ._.....'_ t_._—_ _ _... . _ 1 � , 14/x=, •��-1 REMOVE EXISTING SKYLIGHTS � t --- -- _ � --• X 9ti pry, 9 AND INTERMEDIATE FRAMING Cr ii I i �orsu�r^G c"rgIr,ears LAJ �� re SCC v I t I 1 _ i, �-, I � Seattle. .'-asnrngrcr �C. (206,1 6«-t622 a� h 622-8W Mry _ L No. Dote 3• Deecr;otion Sheet T ' - e N — — -- - - --- — — - MALL 5, r— MALL 7/COURT 5 PARTIAL ROOF DEMOLITION PLANS Designed Irl Matthews 1 , Dr own B. Ronia J Checked At M etthews ri Date MAY 6,1993 MALL 7/COURT 5 PARTIAL ROOF DEMOLITION PLAN Job No. 93710 Ll �hept �1. `� S2.5A d WASHINGTON gp Ro 9585 BUP 9J-Ot29 � s r I;K 9e ,.1 if 1 IF THIS DOCUMENT IS I.I;S5 I 11 TrT 111 I 1 19 n , + ! LEGIBLE THAN THIS NOTATION, _5 _7Z77 _g I � I AUGUST `30 :l I IT IS WE TO THE QUALITY OF mess 1 (J t fit•!'' THE ORIGINAL WCUMENT. ( a� -- IIIti, 11-11 tllliilui�i Illuli iluhui lullut titdutl IIIIIIIII IIIIIIIII IIIIIIIII Illlllllllllllllllllllllllllllllillllllllllll ul ul�ul ll�u�iu I ` ` ° ° lll►IIIIJ-1111I1IIIIYIII r 1 1 1 ' LMN 33 �, 3 2 ' 31 30 2 15'-0" 15'-0" I I. — -- — Architecture, Planning Interior Design i 801 Second Avenue, Seattle, WA 98104 Tel 206/682-3460 Fax 206/343-9388 o LZI I I _ V i WAS-2nulWTON 1 L SQUARE SHOPPING CENTER \ J— FLOOR FOR SAW CUT EK�STING NEW COLUMN FOOTINGS AND TIGARD, OREGON � ESCALATOR PITS - - - - _ --- - - -- _ - _ X ) ' FOR WINMAR PACIFIC, INC i � l4AN OREGON � � I ~lY� 1� W I ; x --- m340a Co suiting Engineers L0 U j N i 1201 Third Ave", , Suite 900 Y w I Seattle. washtr,gton 98101 a f I (206) 622-5822 Fax 12061 622-8130 C1- i I � Revisions M COURT 3/MALL 4 PARTIAL FOUNDATION/DEMOLITION PLAN " (J) C) Q W F^ Q No. Date By Descriot-on Q Sheet Title COURT 3, 0 PARTIAL FDN DEMOLITION PLANS co a Designed All Matthews J Dr own B. Roma Ch!cked All Matthews CZ) Date MAY 5,1993 f i Job No. 93710 Sheet No. ASNINGTON HO 0585 J W -0,z, S2.6A gUV Y� l� 50 94 1 1 41 I ;�r�r r� I 1 AUGUST 30 IFG THIS THAN THIS 18 LESlac)N. -T,r7,1Tj,pfgT 1� T � 1111111 "q I ' U—m �TT ' 81 X11 �� 10l � ��TT�� 1995 IT IS DUE TO THE QUALITY OF N.M .ja •— ,rHE ORIGINAL DOCUMENT. F 6 E L f IML I i LT 1 4I i I [ I I[ i L 9� C . {III NIIIIIN IIIIII{I{ IIIIIIIII NIIIIIIIJIIII11111111I1111 INIIIIII IIIIIN114141I1111 II{II1111,IN!IIIII II11IlNl III{IIIIIIIIf{III{{11111 I Illlljlll 11111{111 IIUIllIi llllll 1t1�IlU IIII�IUI IIIIIIUI IIIIIWII i 4 71 46 45 x8.31 ('48 47. F47' 44.8, 44 __ --- -- - - - � I Architeclure, Planning k Interior Design ' A ( ' 1 801 Second Avenue, Seattle, WA 98104 Tel 206/682-3460 Fax 206/343-9388 '�- -NEW MARK A 20'-0"x20'-0" � SKYLIGHT---- , EX W102 -- , x 1 EX W10x21 Ex W10x21 M � �-- --- I I I IEX *20) I [ 4 MARK F 8'-0"x8'-0" �^\ UNITS FOR NEW SKYLIGHT — -- -- - ��-�-- M 3 r------ ------ — — r- Q N \� j — _- -._s----- - xN cQ+ i�v � �-''� 7 of Lri IV W' x N _WiDx21_ 1 EX W10x21 _ EX W10x21 "' AL 14 A/54.5 EX W12x27 Bl54.5 EX W12x27 _ >TS 16x4xM6 EX w8x2o i , I 1 ' 1 TYP 3 BAYS � r Ex w1ox21 Ex W1Ox21Cy. ell Ex W10x21 I ; I I !! ( Ir WI f� �l wl iW Co.CIO W` do ! I ! I I W W _ W I I I I I I I I I WASHINWGTIONN EX W10x21 ( - EX W10x21 I I I EX W10x21 , ', D SWARE '-- — NEW MARK A 20'-0"x20'-0" SHOPPM CENTER ' SKYLIGHT SEE 54.2 FOR CURB DET--- I Q TIGARD, OREGON z ! FOR. WINMAR PACIFIC, INC � I (4) MARK F 8'-0"x8'-0" !!EX W8x20 UNITS FOR NEW SKYLIGHT 1R.5' •5` T54x4xY4 POSTS TYP I I I _ NRF s 11 GIIV� . !` ALL SKYLIGHTS. SEE 54.2 ! I I 1 I a, :N ! EX x20! ! I I W ia.zs� N• ,r; X � X ( } I FOR DETAILS AND CURB \� : X C,i yxQ " x N yiyd�[ i TUBE SIZES. i' f I r 1. { f f w ► , .- �., -- 6u 111 W . OREGON ILr' vlu' x `r j I x f I E>< W8x10 ? I ( x x x x X 1 t I ( f ��\ 11 1 II W W W W W ( . } � TI 1 1 1 4 MARK F 8'-0 x9-0 _ Ctxrsuihng Engineers ,. I I ( ) F/ UMTS FOR NEW SKYLIGHT — ` (201 Third Avenue, Since 900 I I I Seattle. Washington 98101 I I I I i (206) 622-582.2 Fax 17061 622-81.30EX 4x20 . . I Revisions : I 4 - -- i_ — - - -- -- No. Dote By Deect:pt;on Sheet T i t l e r G.2 / 1 t V i — — COURT 1, A - - � MALL 1B PARTIAL 8 I I I I ROOF PLANS _f I 800 I I i I Des I fined M. Metthows Q l i �, j _ �r - - -- - — ♦ D'uwr 0. Rolla `n J Checked M. Metth9we C I ER EXISTING BEAM SIZES NOTED ci ON DRAWING (EX W10x2l) PRIOR TO Date MAY 5,1993 � INSTALLNVG SKYLIGHTS Job No. 93710 ry Sheet No . 1/MALL 1 PARTIAL ROOF PLAN (46.8 a4 .. 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(� I �I t �T' t I [ I I 1I� j' I 1£ I l �[„I,�.I IIII IIII�IIII IIII�IIII "gmlm, IIIIIII m—liu",mkllllI1111 llluIlllhmlll IIIIIIIII IIIIIIIIIII_IIIIIII IIIIIIIII 111111 I ILII;III !u a uIl I I!u I uI Inl III►uu ills uu illi.I-' ►III lul Ilu III I ";':'":''� N"'' ,40.5 39 38 137 35 t 34133 T 1 — ,7 IONS _--- ------ — --- ----- — --- — --tom— — - - (4) MARK F 8'-0"x8'-0" UNITS — (4) MARK f 8'-0"x8'- 0" UNITS EX W12x27 FOR NEW SKYLIGHT EX W12x27 EX W12x27 FOR NEW SKYLIGHT EX W12x27 EX W6 15.5 ;�„ -� EX 15.5 EX 15.5 - _ — ` EY x15.5 Archileclure, Planning k Interior Design — — - 801 Second Avenue, Seat t I e, WA 98104 IT51 4xY, TSt 4xY4 T514xY4 TSt 4x1/4 I Te 1206/682-3460 Fax 206//343-9388 CI-4 C11 C`4 C14 C14 LMA 1 I (i YP) —__ - -- TS1' 4xLi T51 4x'/4 `-"- I " T51 4xV4 W.__ _. _ -- --- - - --- — T51 4x1/ I 1 I , _ E X W6 15.E __� ______ _ ____ __ _______ EX W 15.5 EX W605.5 _ _— _ EX W603.5 EX W12x27 ( EX W12x27 i EX W12x27 EX W12x27 I r - " .. ... ... t ! 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Washington 98101 a (206) 622-5822 Fax 12061 622-8130 ' EX W10x21 EX W10x21 _ `r' I I I '� w - Ri?� S ions EXIST 8'-0" DEEP TRUSS Z I I + EX WlOx21 I EX Wl x21 I I I ( I I I o — -- — � T54 4x POSTS T`(�' i t 1 ! D/54.3 - --- - '/ d, ALL SK IGH(S. SE S4.2 j ! FOR,DE AILS AND t RB -- I a o o I TUB SI 25. c I it x # o - a I I ! + I Na �n Date By Description I I Ex W10x21 I I EX W10x21 ' Sheet Title ' I I COURT 1A K.5 — I I MALL 1A, MALL 3, CORRIDOR PARTIAL loci ROOF PLANS i I ues yned M. Matthews Dr own s, t,oMa CIL - - - - - - - -- c Checked M. Matthews `I I ' ► I i I ( I I ( t I I I I I ! ! I I Date MAY 5,1993 Job No. 93710 Sheet No . a, ON�ONBq ND ISMS Y TL VERIFY SIZE OF EXISTING BEAMS PRIOR Z �ofo. _ '..,,,—. COURT 1A/MALL 1A PARTIAL ROOF PLAN -' 0 TO INSTALLING NEW SKYLIGHTS. S2.2 IF 'mis IKK'UMENT I r.ESS T�rlj1�'mI T1TT11 IIT liTI1 117j1 I 1 11 lull 1 �T T�7 1', !' � +` '- 1995 � LEGIBLE THAN TIIIS NOTATION, I+1I _ l I �I I }! 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I I t I I I I I � I S I �i WASHINGTON fi I I W16x261 W16x26 W16x26 ------ °--' z SQUARE Z I EL +262.04' `', LL ► LL ► SHOPPING CENTER TIGARD, OREGON F-a3 A WNMAR PACfFiC, INC AA 4 I , I i iBb Q I Z • SonsuiflrY) ErgIrlmS Obi lTtird Av'erxja SUfte 900 ♦-- - ♦ ---1--- – — �It cc 1 Sbaf.'IR Washington 98Ur a _ - -- 12061 622-5822 Fax (1''J61 622-8W o Revisions ---- – •-----i- DD __ ---- - - II .No Dote By o.1cr apt I I _—__-- -_ ---- -- __ _ \ Sheet Title Mn4x30 N - - - - -- — - - -- — --- �— �� W1 400 I �� ,—� COURT 2, MAI '. 2, �- COURT 3, MALL 4 --.� --- --- ---- ---- ---- --� PARTIAL ROOF SEE DWG 54._, t 54.4 j PLANS C' D/54.4 SEE DWG 54.3 4 54.4 / � � ��; D�54.4 --— FOR L-NTRY FRAMING — _- ^ � i ao - � FOR ENTRY FRAMING - —— ----- I ' '� Des i gned M. Matthews J i I � Drawn d. Rol" a * FF ' c, o �F Checked M. Matthews n EN1R'! K5 ENTRY 04 Dote MAY 5.M3 r `` . � ` Job No. 93710 4F,.8 4� 2 449 44.1- 43.q 42" , ,41.9 �. Sheet No KT_L VERIFY 511E OF EXISTING BEAMS PRIOR RT 2/MALL 2 PARTIAL ROOF PLAN _COURT WMALL 4 PARTIAL ROOF PLAN — TO INs1ALLING NEW SKnIGH15 S2.3 COU — _ - w o yf/ISHINGION 90 FD.9595 BUo 93-0127 R1 Of 90 - IF THIS DOCUMENT I S LESS 1�I 1�t1T 1 >TTiT 1117T 1 TP Tj T1T1T 111 1111 1 111 1 1995 9 9 5 ' 1,1.GIBI,E: THAN THIS NOTATION, 1 I I II '' -II �' I—I I5 1 � AUGUST 30 ' I 11 _ . I'1' IS DUE '1'O 'i'Hks QUALITY OF THE ORIGINAL DOCUMENT. ��a �� y I !1111 41111111NIIII141NIIIII INIIIIN 11111!11 . 111111111111111N N1111N11111111!II Iilllllll III111111 IIIIINI I{III41{{II4i111N1 I4{4I 1111 1111 IIIIIIiII 1111hll111 llll1111llllllllllllll 1►�uILIIu�I��I�II�IUIl9�i�111111111111►ililll�lllllllu�lllll!III�IIII�tliilw , 1� LMIN r, Architecture, Planning do Intern( nPq qn 801 Second Avenue, Seatt it, WA 98'04 21 20 19 1 lel 206/682-3460 Fax 206/343--9388 1 I I � 20 19 - NEW MARK A 20'-0"x201-0" I 1 SKYLIGHT I ---- - EX WN-20 { EX W8x20 �� TX-W-830- X W8x20 I I -- -- ENTRY #2 -� �- __. .— _._, ,_ �, � I t N}} N 1 o I a i o I o a: I I LU LU LU LLJ IL, T516x4x�4 -- ! I TYP 3 BAYS I } 1 o I I I } } iL_ EX W8x20 i --EX W8x20 I EX '68x20 • _ _ _ WASHINGTON A/54.5 B/54.5 I x SQUARE 1 r 1 (5) EQ SPACES — %<)MNG CENMR —— - ► Ex W8x20 I EX W8x20 ! 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SUPPORTS --- ___ _ .--:- -_ � _�. -_ --- - ------- - --_ EXW 15.5 EXW615.5 - EX W605.5 r FXW6155 -- TS 1 x4xY� TS 12 4x'A T5 1&41/4 T5 1 x4xV4 Architecture, Planning do Inferior Design _ — _—_ ._ - — ____ _-_.-_-.-- __-_______ ._ 801 Second Avenue, Seot t I e, WA 98104 — o US 5 _ — o — � G - � — N Tel 206/682-3460 Fo (� - I „ 16/6 x 206/343-9.388 (TYP) - -I - ---I ----- - --+� _ - __- _ fie _- •� K x x x L& w w w w w w Lu - _-_-. _-_-.- -- _-- 1511 4x'/4 — --- --- T512 64 T512 4xY4 - - — T512(4xYx --- - - -- -i _EX 15_5 . EX 15.5 __- _ EX _ 15.5 EX W c15.5 - EX W12x27 EX W12x27 EX W12x27 EX W12x27 <, s r __0y I MALL 5 PARTIAL ROOF PLAN Y 1 I 17 16 15) 14 13� 12 �11 ( 10 , 9 •1 WASHINGTON _ - - _ S�QARE IJ I SFK)MNG CENTER i I TIGARD, OREGON ' FOR EX W10x21 ! 1 EX TRUSS I t I ! 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Rome J �4� VERIFY SIZE OF EXISTING BEAMS PRIOR Checked M. Mstftws MALL 7/COURT_5 PARTIAL ROOF PLAN -n TO INSTALLING NEW SKYLIGHTS. Date MAY 6,M3 - .f) Job No. 937110 � Sheet No . W ASHING f(Nr SG RD,,p56S OUPS2.5 63 1/r M - I F 'TH 1 s m)('IIM!•;N•1' IS LESS TT 1 TITT 9 i T l�T Ili I ITT 1 t R (y LEGIBLE THAN TH J S NOTATION, � 1 � � 7T47 18 7 4 � I I 0 � � ALXW 1 30 I IT IS DUE TO THE QUALITY QF _ ,,... -_21 — . THE ORIGINAL DOCUMENT. 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Sheet Title COURT 3, MALL 4, PARTIAL FOUNDATI " �J II cD Designed All Matthews W J V) Drown 111. Rom Checked K Metthewo n Dote May 05, M3 1� Job No. 93710 I Sheet No. 1VA90!NC+T0N SO AD 9585 S 6 ' 1 , Z UP e]-0122 f W e4 OF W L. A 1' IF THIS DOCUMENT+rIS LUSS 1t1�P Ip17 I FI�� I IJ�r�''1''� TTT� I 71711111 iT T1I111 Ijr�, 1 t1r r. ._ ,�.., _,,, _M, 1995 LEGIBLE THAN THIS NOTATION, �___ l �__' I �)I � I4I I ( fi � ?P p AUGUST 30 ' IT IS DUE TO THE: QUALITY•' O ' - ' 30X Ulu I V A r r Y E _ �„ �..,r�_ ,THE ORIGINAL DOCUMENT. LTf ee�� .II.. �II rr ►�, �e Jlllllllljllll Illljllll Illljllll Illljllll Illljllll�lllllll�llll Illl�llll tllllllll Iill�lll) IIII�IIIIIIIIIIIII�IIII III!�Illllllll� I IIIWIII Illult ll� t t t Ilul ul�lll I�u uu�ui►19u�1 a 1►Il IIII►IIIIIi�lll IIII�I►Illllllili --� 4 _ '---- EXIST BRACING Ex'5T BRACING T41_ 20 18 (17 r TO REMAIN TO REMAIN— 64 " i iy STFF LMN\ I! 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EXIST it --._- c ♦ MC6x15.1 _ 4 -- 1_ .� I W1002 POST + vx No. oats By Description R �Wc3x0 51h + . � (4)Yi"1 A325 BOLTS \ I 0 EA JOIST %6 � el t T i t I e N �I�311~I, EXTENSION - n. /; MC6X15.1 \ + I i 1124x84 ` 411 STD PIPE -- TYP � 3 + ' STEEL FRAMING E 1�"x„"x,'-211 SECTIONS AND Yi _ 1124x55 DETAILS 1124x84 I I yx T_ I TYP Yx" BENT fl! -R Yxx3x0'--3” I I 10"o STD PIPE CONT W24x84 -�-- \ W18X50 NOTCH ANGLE 7. Ues ned All AMttMws FP LEG 0 wF I 1 L3x3x114 - � ^ T 4 D L3x3xYi 9 / 0 EA J015T -- 0 EA J015T Drawn B. Ronk EXIST TRU55 BOT CHORD JOIST CONN ATTACH AFTER ROOFING 4 _ L3►3><Y� 1� EA Checked All AMttMws SKYLIGHTS ARE INSTALLED - i JOIE•- Date AprN T9, 1993 Job No. 93710 W1860 Sheet No . SECTION K DETAIL L -----:_ -- , -, SEC I t DETAIL H DETAIL J _ - - ___-_-- __-— , _ 1 -o =- — --- - __- ---- , _ S4.1 7 w i WASN1NGiON SO RD,95e5 , 0UP 91.0177 e 7 OF 9! 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Matthews SQUARE GROOVE BUTT WELDS Date May 06, 1993 SEE DWG 54.4 FOR Job No. 93710 1 ENT[ Y DETAILS. c[ ee t No . t,j *ASNIN4 SECTION F SECTION G _- SECTION -H- - -_ - S4.3 ---- - SUP ��SO Hb eJ-0177 .951's -1 -0 112 1 -0— —' —G 1� . 86 Of Pe ._...__ . •,a.,.,...._..._ ..... . ,.n.... ;,,w , —....... + j1� T�T� f�"(T�f 7 ,�rrm,rrrrm _ r IF THIS DOCUMENT IS LATION, II I i�� I —I T rVill, IIAUGUST 30 1995154 gI1 0 1 I � I ESS LEGIBLE THAN THIS NOTATION, 11' IS DUE TO THE QUALITY OF _ 1'IlG ORIGINAL [K/CUMENT. E e� 8111111111111111111 '11111211111 � lil 1� till � �1I� i 'II 1L 911111111 III1111111111121 IIIIIIIIIII11111IIll111111111111ill 1111111111111111111111111111111111111111 11111111111 IIIUi1l Illlllll 1111 IIIIII!IIIIIIIIII IIIIIIIII'tIIIMII ► L/54 4 YV1400 - EXIST C'4 j5.f__ A/54.4r(—EX15T BM) W 4x 0 Y4"1 A325 THRU T5 6x4xA BOLTS, TYP ••rw w• .ww#w•• •ww •wr•^ •• . 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RorM AT BOTTOM Checked M NhttA.vw Dace MA Y 5, >i999 WINDOW BRACING AT ENTRY #2 NOTE SEE ARCH Job No. 93710 FOR MULLION CONN ECT ON _ _ SECT ION K -- _�� ____ - SEAT ION _ __7__T_ 7 Sheet No . SECT ION H �, o � ,> , O 1 - S4.4 Z =t - „ W WASHING71M SO RD,9S&S J SUP P1-0t?? 70 Or O! t .-•• .,.. • l IF THIS DOCUMENT I8 LESS � 4 T161 ��1�'iT1�1�_ I,lr�,l �'ir �. =TT7TjTp 1995 1 jLEGIBLE THAN THIS NOTATION, -I_—_- `�_ 3 • 7� AUGUST 30 I IT I8 DUE To THE QUALITY OF _ _ "`me THE ORIGINAL. DOCUMENT. ( I I �1111 I)Ii11111iitil1-11lil�lflllllli�ll 11,1111111 '111111 IlllA111f'1111I �l IIi1�llL I ll�lill t t IUl� 9 9 I if1S�IIH fIH�1H I{{411'II Illilul� I r I LMIN - CEO i T EXIST 8' DEEP TRUSS EXIST 8' i DEEP TRUSS EXIST 6' — I Architecture, Planning Interior Design DEEP TRUSS 801 Second Avenue, Seattle, 0 98104 lel 206/682-3460 Fax 206/343-9388 Y,"o HANGED' --- 1 HANGER TS4x3x�S� - ----_ - -T--- TS3v2x2v2xty INSTALL AFTER \ !-_- \ ' Vi"/ HANGER INSTALL AFTER CHANDELIER SUPPT �- CHANDELIER SUPPT ARE LEVELED - - -- _ - —. -Z� ARE LEVELED - EA - - - - - ---�_ - \ - --� - EA SIDEc TS 12x4xY4S DE VicSPLICE - -- -- —TS 1fix4x1iiiii, SEE DWG A6.7 FOR COVER e � I r———— — - - - �-- SEE DRAWING A6.7 FOR COVER R — SEE DETAIL E/54.5 SECTION A _ ____SECT ION _8 _ SECTION C� WASHINGTON SQUARE SHOPPING CENTER TIGARD, OREGON WINMAR PACIFIC, INC EXIST TRUSS BGTT CHORD _ . __ -�Y � V44HANGER 4; _ 2' — #2Yz CLEVIS TYP TYP� LOCKNUT I TYP— Yell PL TYP L3x3xY4 INN Tic" BENT It ALIGNMENT SUPPORT _ 1� m - T5 16x4x`ili OR TS 12x 4 . ' xY u� L. W G 2 w Ccelsuiting Engineers SECT ION D _ ` DETAIL E _ _ _ SECTION F — 120! Third Avenu9, Suite 900 Y2'�-1r0'a Seattle, Washington 98>C'I n 12061 622-5822 Fax 12061 622-8130 Revisions EXIST ROOF EXIST ROOF �— ---- '-1..� �---EXIST 18H7 JOIST 0 8'-0" 0/C EXIST 18H7 arr. No Date By Dequ ption N T5 44`1/4 4 x'/i � �\ --- �__� Sheet Title Gill �V COURT 1, MALL 1, T5 4x4xCHANDELIER Y�--'' -- W It HANGER HANGER DETAILS oil \1 Yi"1 HANGER W V) SEE SECTION D FOR CHANNEL CONNECTION --- Des-1 geed ML Matthews o Drawn D. Rudolph/S. Dobbs CL J Checked K Matthews Date MAY 5,1903 .; Job No. 93710 WASN�N�'TON 90 PQ. g5g5 Sheet N o . Sip Of96 CTION G DETA iL S4.6 I ( IF THIS D()('IIML'NT IS GESS TT ITt IJTITTTT1TTjT T1Tt1 Ill - 1 1 1�T11� I II I r�T�r� t v ' ' I LEGIBLE THAN THIS NOTATION, 4 �01- --- 6 I '7 p I 11�_ AUNT 30 IT IS DUE TO THE QUALITY OF -— ftn1 THE ORIGINAL WCUMENT. £ 06 BL — i L L T I T LI 1 4T [ T Ljl Ti T L 9 9 1 nom. IIII IIII�IIII IIII�IIII IIII�IIII lilllllll IIII�IIII Ill�lllllll Illllllll ll Illllll,ll Illllill Iallllll lllllilll Illlllllll�lll!llllllll►I�l ►lllll,alllllllll ll►Wlllll►l►I1W1111i1111111111WliJllllllillll ,i ��Il IIIIIIIII!►II�IIIII IIII III IIIYIII I , = I SYMBOL SCHEDULE LIGHTING FIXTURE SCHEDULE SYMBOL LIGHT FIXTURES NOTES TYPE LAMP(S) DESCRIPTION - --_ LMN - Q WALL MOUNTED FIXTURE --- A'r MP100PAR38/U/SP20 RECESSED METAL HALIDE DOWNLIGHT, NOMINAL 7" APERTURE WITH CLEAR ALZAK SELF FLANGED TRIM. ` \ - - - - ----- FIXTURE SHALL HAVE A 40' CUT-OFF TO THE LAMP AND FIXTURE BRIGHTNESS SHALL NOT EXCEED 57 r \M� � rL ORECESSED CEu._ING-MOUNTED DOWNLIGHT -- ^! FOUTLAMBERTS AT 65' ABOVE VERTICAL PULSERATEO CERAMIC SOCKET TO EXCEPT MEDIUM SKIRTED BASE PAR 38 METAL HALIDE LAMP. REMOTE MOUNTED HPF CORE AND COIL BALLAST SPECIAL LIGHTING FIXTURE - MOUNTED TO CHANDELIER MANUFACTURER: HALO M780OT-0740-44800C WATTS: 118 MAGNETIC �r 16 FLUORESCENT LIGHTING FIXTURE—y - AO' MP100PAR38jU/SP20 SIMILAR TO TYPE 'A' EXCEPT FIXTURE SHALL HAVE QUARTZ RESTRIKE L.'MP AND RELAY � SYMBOL .LIGHTING CONTROL- NOTES MANUFACTURER: HALO M780OT-07-'•0-4480OC-100R h t h 1 b - LOCATION AND WATTS 118 MAGNETIC 1?)'L A' QUANTITY OF BALLASTS VARIES. SINGLE POLE SNATCH La' ONE I00PAR38/SP RECESSED INCANDESCENT PAR DOWNLIGHT. NOMINAL 7" APERTURE WITH CLEAR ALZAK SELF FLANGED TRIM --- - - ---- - — FIXTURE SHALL HAVE A 40' CUT--OFF TO THE LAMP AND A MINIMUM EFFICIENCY GREATER THAN 87X. FIXTURE SHALL HAVE INTERGRAL STEP DOWN TRANSFORMER TO SUPPLY LAMP AT 120 VOLTS. 16 r., It, = THREE-WAY SWITCH. -- A e MANUTACTIJRER EDISON PRICE DL38/7, KRAMER LIGHTING KL7250 SERIES; KURT 'JERSEN C SERIES; STAFF Ara. `dn ftotd hub DO 3 _ �4 -- _ SERIES; OMEGA C4213FF SERIES. W SACdb AMM � WA 98104 FOUR-WAY SWITCH WATTS: 100 IPS-1m o: --- -- __— — ------ — -- __ — _ -- ToM I8g2-3�0 Fm 206 x343' (6) 25OW M.N. CHANDELIER TYPE )-SEE DETAIL, SHEET A8.1 `.ND SPECIFICATION AECTION 16500 SYMBOL OUTLETS NOTES (6) 35MR16 12 VOLT (6 25OW METAL HALIDE INDIRECT - CIRCUIT NUMOER 1 (6� 35W LOW VOLTAGE DIRECT - CIRCUIT NUMBER 2 ---- • DUPLEX RECEPTACLE -- - 'C2' (6) 250W M.H. CHANDELIER TYPE 2-SEE DETAIL, SHEET A8.2 AND SPECIFICATION SECTION 16500 DOUBLE DUPLEX RECEPTACLE (6) 10OW M.H. S6) 25OW METAL HALIDE INDIRECT - CIRCUIT NUMBER 1 ` ' t00W METAL-HALIDE DIRECT - CIRCUIT NUMBER 2 � DUPLEX RECEPTACLE, GROUND FAULT INTERUPTIEF -- - (2) 25OW M H - CHANDELIER TYPE 3-SFE DETAIL, SHEET A8.2 AND SPECIFICATION SECTION 16500 IIMrDUPLEX RECEPTACLE, WITH WEATHERPROOF COVER _ _LAYOUT- r:q _� TYPICAL LTG LAYOUT B - SPECIAL PURPOSE SINGLE RECEPTACLE, MATCH CORD ~— 35MR16 12 VOLT GLASS LENSCCESSFD LOW ANDVNTEGRALOLTAGE MSPRINGG TENSION RETAING TABSINAL 3" LAMPHOLDER ASDSEMBL BRASS TOM MTH BE MOUNTEDIN r TYPICAL LTG LA Y OCAP of EQUIPMENT TQ BE SUPPLIED _ __ _- - __ ARCHITECTURAL STEEL CANOPY REMOTE MAGNETIC TRANSFORMER O AS SCHEMATICALLY DRAWN ON PLANS SHOWING TYPICAL ACTUAL ROUTING - ♦ - TELEFHONE OUTLET JACK v -® MANUFACTURER' LIGHT SOLUTIONS EAST 0016 SERIES FLOOR BOX DUPLEX RECEPTACLE WATTS: 50 MAGNETIC 277 BUILDING SYSTEM — BALLAST SECONDARY — E' _ ONE 150HO1 SURFACE MOUNTED METAL HALIDE FIXTURE SHALL HAVE A HOUSING AND REFLECTOR OF EXTRUDED ALLIMIN'JM J-BOX-EXISTING TO / J-BOX-EXISTING TO SYMBOL POWER DISTRIBUTION 'NOTES _ _ _ PRODUCING AN ASYMMETRIC DISTRIBUTION. FIXTURE SHALL HAVE AN EXTRUDED ANODIZED ALUMINUM DOOR REMAIN REMAIN - — FRAME STRUCTURE TO HOUSING BY COUNTER SUNK SCREWS NTH A HEAT AND IMPACT RESISTANT CLEAR ® JUNCTION BOX _ _ PRISMATIC GLASS LENS. BALLAST SHALL BE REMOTE MOUNTED WITHIN 48 INCHES OF FIXTURE CONTRACTOR - EQUIPMENT CABINET AS NOTED yY TO CONFIRM MOUNTING AND SUPPLY NECESSARY ACCESS091ES FOR MOUNTING WITHIN ARCHITECT'S DETAIL 4 / - EMT TO - -- ------- ��' , LUMINAIRES d _ ELECTRICAL PANEL - MANUFACTURER: ELLIP111PAR 102 SERIES; RAMBUSH PAL SERIES WATTS. 180 MAGNETIC 1 / Q TRANSFORMER - -` '171' F032T8 NUMBER AS EXISTING SURFACE MOUNT FLUORESCENT TO BE RE-FITTED NTH T8 OCTRON TYPE LAMPS AND ELECTRONIC - SYMBOL MOTOR CONTROL NOTES REQUIRED TO EQUAL RAPID START BALLAST AS PER SECTION 16500. FIXTURE SHALL BE LENSED WITH A 1/2"x1/2"x1/2" SPECULAR 277V LTG. - EXISTING PARACUBE LOUVER CONTRACTOR TO VF-RIFT QUANTITY OF SOCKETS, BALLASTS, LAMPS, AND MATERIAL CIRCUIT EMT MANUAL STARTER W/ THERMAL. OVERLOAD REQUIRED FOR COMPLTE WORKING INSTALLATION. TO NEXT BALLAST $T WASHINGTON J-BOX-EXISTING - - 1 ' TO REN AIN. ® MAGNETIC MOTOR STARTER. MANUFACTURER. AMERICAN LOUVER COMPANY PARACUBE ESP SERIES WATTS ` 67 ELECTRONIC PER TWO LAMP, 4 F00 SECTION SOUARE D FUSED DISCONNECT SWITCH WITH DUAL ELEMENT FUSES _- -- �- : __-- �.___ - - -`- -` 'F2' ONE F032T8 FLUORESCENT CLIPIICAL ASYMMETRIC UPLiGHT. NOMINAL `•i2" LENGHT ALUMINUM HOUSING NTH GASKETED i 4 MOTOR CONNECTION 'F2' ACRYLIC LENS. MOUNTING HUB/SPLICE COMPARTMENTS ACCEPT 3/4" RIGID CONDUIT, REMOTE SHOPPING CENTEF . ' MOUNT ELECTRONIC BALLAST. FINISH AS SPECIFIED BY ARCHITECT 277 LTGSYMBOL MISCELANEOUS NOTES CIRCUIT EMT. - -- -- --- MANUFACTURER: COLUMBIA SOD M8 SERIES; ELLIPTIPAR F152 SERIES; STERNER CFL-S SERIES TO NEXT BALLAST FLEX CONDUIT FOR 277V INPUT TO O NOTE REFERENCE NUMBER WAT TS: 39 ELECIRONIC �w RDr nVriGpC� J-BOX-EXISTING BALLAST-EXISTING I IVMfI TO REMAIN �_- TO REMAIN RECONNECT TO NEW - BALLAST (TYPICAL FOR EACH YIP NkA1NERPR00F _ -- 'G' ONE 50 GY6.35 12V FLUSH TO GRADE BARIAL UPLIGHT, NOMINAL 10" DIA. CASE ALUMINUM HOUSING NTH TEMPERED GLASS FACE. INTEGRAL SPECULAR ALUMINUM REFLECTOR AND 120/12V STEP DOWN TRNSFOMER. ALL STEEL TAMPERPROOF FLEX CONDUIT FOR BALLAST _ BALLAST). .� CONTINUATION --- -- I HARDWARE AND BLACK FINISH. SECONDARY CONDUCTORS- EXISTING TO REMAIN ' FLEX � MANUFACTURER: BEGA BOOBY SERIES WATTS. 62 MAGNE f1C RECONECT TO NEW BALLAST (TYPICAL FOR EACH BALLAST). / - - _ - HONE Q150PAR38,/NFL RECESSED INCANDESCENT ADJUSTABLE ACCENT LIGHT, NOMINAL. 6" APERTURE WITH CLEAR ALZAK SELF Fn j - ELECTRICAL CIRCU!T FLANGED CONE HEAT RESISTANT TEMPERED GLASS SPREAD LENS. FIXTURE SHALL HAVE A VERTICAL TILT OF UP TO 38" AND HORIZONTAL ROTATION OF 358' AND ADJUSTMENT LOCKING DEVICE TO MAINTAIN FOCUS EXISTING M.V BALLASTS- NEUTRAL CONDUCTOR FIXTURE SHALL HAVE INTEGRAL STEP DOWN TRANSFORMER TO SUPPLY LAMP AT 120 VOLTS. REPLACE WITH NEW M.H. BALLASTS WINMAR PACIFIC, INC. PHASE CONDUCTORS, "TRAVELERS", OR MANUFACTURER EDISON PRICE DARKLITE SERIES; KRA!JER LIGHTING KL6150 SERIES; KURT VERSEN C SERIES; METAL_ CHANEL WATTS: 150 SWITCH LEG CONDUCTORS OMEGA C3912FF SERIES; STAFF 4957 SERIES SUPPORTS _�J_/� CONN LTG. -- - — CONDUIT LT TO PANEL BOARD METAL STUDS --- - ___ EXISTING TO REMAIN. ' ' ONE 150H01 SURFACE MOUNTED METAL HALIDE FIXTURE SHALL HAVE A HOUSING AND REFLECTOR OF EXTUDED SLUMINUM -- PRODUCING AN ASYMMETRIC DISTRIBUTION AND MATCHING SCOOP SHETLD. FIXTURE SHALL HAVE AN EXTRUDEO ' s f ANODIZED ALUMINUM DOOR FRAME SECURED 10 HOUSING BY COUNTER SUNK SCREWS WITH A HEAT AND STRUCURAL STRUC --� "\ L,J IMPACT RESISTANT CLEAR PRISMATIC GLASS LENS. FIXTURE SHALL BE GASKETED AND UL LISTED FOR WET ANGLELOCATIONS, REMOTE MOUNTED, ACCESSABLE HPF' BALLAST SHALL BE WITHIN 48" Or LAMP AND ENCLOSED IN LIST OF ELECTRICAL_ DRAWINGS AN ALUMINUM HOUSING. CONTRACTOR TO CONFIRM MOUNTING AND CUSTOM FINISH AS PER ARCHITECT'S DETAIL - — f -- MANUFACTURER: ELLIPTIPAR T101-0150 SERIES; RAMBUSH PAL SERIES 00 084EFIAL -- -- - WATTS: 180 MAGNETIC 4 ELEVATION E01.1 ELECTRICAL COVER SHEET, ELECTRICAL SYMBOL SCHEDULE, DETALLS -_� 'K' ONE MP100/U/MED SURFACE MOUNTED METAL HALIDE DOWNLIGHT. NOMINAL 6" SQUARE EXTRUDED ALUMINUM HOUSING WITH NOTE. NUMBER OF BALLASTS 81TE INTERNAL BLACK MIMI-GROOVE BAFFLE AND SPECULAR CLEAR ALZ.ARK REFLECTOR. FULLY GASKETED AT EACH LOCATION VARIES TEMPERED GLASS LENS AND INTEGRAL HPF BALLAST ASSEMBLY CONTRACTOR TO CONFIRM MOUN NC AND COSTOM FINISH AS PER ARCHITECT'S DETAIL. MANUFACTURER: McPHIBEN 6a 53 SERIES .� TYPICAL REMOTE B_A L LA S T_ DETAIL Ego ucTr�c - WATTS: 180 MAGNETIC - _ E2.1 LIGHTING PLAN - COURT 1/MALL 1 MALI. 1B NOT TO SCALE — E2.2 LIGHTING PLAN - COURT 1A/MALL 1A CORRIDOR L' ONE 175W M.H. EXISTING AIR HANDILING RECESSED METAL HALIDE DOWNLIGHT. THE FIXTURE HOUSING SHALL REMAIN It' E2.3 LIGHTING PLAN COURT 2/MALL 2 COURT 3/MALL 4 — -- — PLACE. REPLACE EXISTING REMOTE BALLAST NTH NEW 175W METAL HALIDE BALLAST. E2.4 LIGHTING PLAN - MALL 6 COURT 41 SW M.N. REPLACE EXISTING DOWNLIGHT HOUSING BALLAST AND LAMP WITH A NEW I E2,5 L!GHTING PLAN - MALL 7/COURT 5 RECESSED METAL HALIDE DOWNLIGHT NOMINAL 10" APERTURE WITH CLEAR ALZAK SELF FLANGED TRIM. �0 pi+fi�rS FIXTURE SHALL HAVE A 40' CUT-OFF TO THE LAMP. J-BOXES E2.6 LIGHTING DEMCI_ITION PLAN - COURT 3/MALL 4 REMOTE MOUNTED HPF CORE AND COIL BALLAST. COORDINATE WORK OF DMSION 15 FOR EXISTING FIXTURES •' ��4A4F6 �W'r W11H AIR HANDILING HOUSING. 0 EW MWER AM SYSTEM MANUFACTURER HALO M7010T 750-55000E E3.1 POWER AND SYSTEM PLAN - COURT 1/M ALL 1 MALL 1B WATTS. 116 MAGNETIC E3.2 POWER AND SYSTEM PLAN - COURT 1 A/MALI_ A CORRIDOR SKYLIGHT 0 t c c -- �L�.IAM E3.3 POWER AND SYSTEM PLAN - COURT 2/MALL 2 COURT 3/MALL 4 _ CEILING o ' E3.4 POWER AND SYSTEM PLAN - MALL 6 COURT 4 M' ONE 175%14 M H. NEW LAMP AND BALLAST TO REPLACE LAMP/BALLAST IN FIXTURES AT SOUTH/SEARS EXIT SOFFITS. INTERFACE �*'� BAY 0 INTERSTITIAL SPACE ING E3.5 rDnWFR AND SYSTEM PLAN - MALL 7/COURT 5 _ _ INCORPORATED ►'�•� E40 [AAC19AMB SCHEDULES N' ONE 175W M H. NEW FIXTURE TO REPLACE EXISTING EXTERIOR FACADE FIXTURES AT NORTH TRANSIT ENTRANCE. L E4.1 ELECTRICAL PARTIAL OME-LINE POWER DIAGRAM, PANEL SCHEDULES E4.2 CONTROL SCHEMATICS 'P (2) F26/T-4/Q7 RECESSED COMPACT FLUORESCENT DOWN LIGHT HIGH POWER BALLAST. STAFF N0. 87CL-HP-2-WH TYPICAL LIGHTING E4.3 FIRE ALAKM PLAN - FULL MALL ELECTICAL PLAN l BALLAST X' TWO F5TT - - - EXIT SIGN, UNIVERSAL MOUNT, StNGAI FACE, SINGLE CIRCUIT. DIE CAST ALUMINUM HOUSING, INVISIBLY HINGED FACE PLATES WITH 6" HIGH GREEN LETTERS AND UNIVERSAL ARROWS CONTRACTOR TO COORDINATE MOUNTING CONDITIONS AND CUSTOM FINISH. - fi -�� WAANUSFACTIJRER: DUAL LITE EIT XCALIBUR SREIES, LITHONIA SIGNATURE SERIES; SURE-LITES CAX4 SERIES SKYLIGHT RECESS - -- FINISH SURFACE INSTALL FLEX CONDUIT —. � � IN BEAM, AND CONNECT --- -- METAL CHANNEL PROVIDE CUSTOM COVER - _.— -- SUPPORTS PLATE- TO MATCH MATERIAL TO ELECTRICAL BOX. AND FINISH OF STRUCTURAL Its"- oft IV Dsow*ftn - BEAM. -- Shed Tie --- METAL STUDS r -w COVER SHEET TO BALLAST SECONDAR r 10 _ LEGEND J-BOX (TYP.; STRUCTURAL ANGLE MOUNT' ELECTRICAL---- - _ _ _ _ _ _ _ SCHEDULES BOX IN STRUCT. - - - BOX FRAME BEAM. J -- NEMA 7-20R RECEPTACLENPR CHANDELIER _____/ 277VAC, 2P-3W. GROUNDING D�nd L>m" TS W SUPPORT (BY ------ OTHERS) SEE SEE SHT. S4.5, SECTION C -_ __ TYPICAL LIGHTING FIXTURE DETAIL_ 1/A8.1, FOR STUCT DETAIL. Ods MAY SP 993 AT SKYLIGHT AREA AND 1/A8.2. - .b0Nlk 42045 05.5 I E 1 9311 MALL CONCOURSE >NMMIM► - WASHIWGr(MSpAD,p5�6 5 TYPICAL_ CHANDELIER _ RECEPTACLE DETAIL__ SUP Y7-0122 4 SECTION NOT TO SCALE NOT TO SCALE - i E0 . 1 0. o J IF 'rills DOCUMENT 15 LF.Ss fT I�ri TAT � TTTITT 1�1 TJT t I I ' T�rT - fi l� 1 I 1 1' i AlK3U3T 30 LEGIBLE THAN 'iII1S NO'I'A'CION, � I IT 18 DUE TO THE QUALITY OF raft THE ORIGINAL T)OCIIMKNT. — T �!!I iillli ii ILItil liluIIII ililuli lullul iiliiii iliiluli Ilulu ullui iluluu iiuliiil iiiililii iulll i uu�Ili�uuliu ilulll�L�Lu�luil`�I I ` s ° IIIII►I ►:I►I,I IIIIIIIII�IIIIYIII i t HLL-1 7 HLL-4 ' IE 'SEE SHEET E2.2 ' CONTINUATION - MN SEE SHEET E2.2 A' l AU' ' FOR CONTINUATION GENERAL NOTES - LIrHTING A DEMOLITION REMOVE EXISTING LIGHTING FIXTURES AND ASSOCIATED BALLASTS EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE, THE EXISTING RACEWAYS A, /\�I� SHALL RFMAIN INTACT TO SERVE THE NEW LIGHTING FIXTURES REMOVE ALL (f') EXISTING FLUORESCENT COVE STRIP LiCHTS IN MALL BUILDING. REMOVE ASSOC- IATED CONDUIT AND HARING BACK TO ACGESSABLE AREA. 8, THE ROUTING OF THE BRANCH CIRCUITS FOR THF LIGHTING IS DIAGRAMMATIC I t AND BASED ON INFORMATION AVAILABLE AT TIME OF DESIGN ALLOWANCES A•GHWAra fto 6 k*wW DOn SHALL BE MADE IN THE BID FOR MINOR DISCREPANCIES BETWEEN THE DRAWINGS (3)F1 1 AND NOTEET THENG ACTUANDCONO TIONrS ON THE DRAWING SETuKEPT ON THE PROJECT�.�.un, ovl �w�~�m ��'130M 21 � a• FOR AS-BUILT CONDITIONS TOB�"3�Frl�Z�Lrwr� 1 21 A . A0, THE CONDUIT ROUTING SHCWN ON THIS DRANrING IS SIMPLIFIED FOR CLARITY OF - 12 CIRCUITING, I.E. THE LOCATION AND CIRCUITING OF H.I.D. FIXTURE REMOTE BALLASTS 21 t� 12 ,2 t, 12 (3)'L' TYP. OF /�1 12 IS NOT SHOWN FOR A CI►MPARATIVE DIAGRAM OF THE SCHEMATIC AND (3)'L• TYPE 'L'�:J- I � FIXTURES ACTUAL TYPICAL WAKING 0 H.I.D. FIXTURES. SEE DETAILS 1 AND 2 SHEET E0.1. D. THE ELECTRICAL DRAWING ARE DIAGRAMMATIC IN NATURE FOR EXACT FIXTURE l LOCATIONS REFFER TO Af CHITECTURAL REFLECTED CEILING PLAN, SHEET Alt 21 (4 PLACES; `G 1 NOTES THIS SHEET: ` 1, 14 14 . NEW r3ND1T1QNs ---._��r 'g` a O REPLA:E EXISTING BALLASTS FOR THE MERCURY VAPOR DOWNLIGHTS IN THIS — � SKYUChT BAY WATH NEW METAL HALIDE BALLASTS AS SCHEDULED FOR THE TYPE - L' FIXTURES RECONNECT LINE AND LOAD SIDE WRING TO THE BALLASTS 1 THE CDNDUIT ROUTING SHOWN ON THIS PIAN IS SHOWN FOR CLARITY OF CIRCUITING. tQ G THE BALLASTS ARE REMOTELY LOCATED AND ACCESSED FROM THE INTERSTITIAL • t� I 14 'c' � '� � ,-\ SPACE 48101.ti THE MALL CONCOURSE CEII.iNC. SEE DETAIL t, SHEET E4.1 (3) L' ;a (V' ( ---T�, s :' 19 2 LOCALE J-BOX IN ACCESSIBLE AREA 3 r I ---1�--f}"---�� -" �- 5 4g� MAIN AIN CIRCUIT TO LIGHTING IN UTILITY ROOMS AND CORRIDORS. 14 14 to to to ��1 to �! 14 -_-_�� IE 21 �.—�, L� Q�. / -1 O ROUTE HOME RUN TO PANEL VIA NEW LIGHTING CONTACTOR, SEE SCHEMATIC DIAGRAM, TO CORRIDOR .q 1 ='� f �� SHEET E4.1. AT CRIB 50 • ,, , � `t' 1° , t° 2 HATCH PROVIDE AND MAKE POWER CONNECTION TO SMOKE ATCH RELEASE MECHANISM. COORDINATE WITH SKYLIGHT INSTALATION. DEM0U71QN WASHINGTON A AO' A p1 REMOVE EXISTING 175W MERCURY VAPOR DOWNLIGHTS AND BALLASTS FROM THIS SOj DARE Lu. U, 1, 19 CEILING BAY. THE RACEWAYS AND WIRING SHALL REMAIN IN PLACE FOR CONNECTION TO THE NEW TYPE 'A' FIXTURES AND BALLASTS. THE NEW FIXTURES SHALL REPLACE THE EXISTING FIXTURES ON A ONE-FOR-ONE BASF, EXCEPT WHERE SPECIFICALLY SHOPPING CENTEF 21 'a ° NOrED OTHERWISE. DO NOT DESTROY THE CEILING STRUCTURE AND FINISH AROUND C1' -1 A' D1 A. THE EXISTING FIXTURES TO BE REMOVED. x.. ^' 5 � _ ® REMOVE THE FOUR EXISTING MERCURY VAPOR RECESSED DOWNLIGHTS IN THIS AREA. e OREGON�p �_�/�� REMOVE EXISTING ASSOCIATED REMOTE BALLASTS AND WIRING. -ryIGARD, N `J I - '° ' ' A' � PLAO SHEET TAEXISTING FIXTURES FROM EYTERIOR WALL Of BUILDING. REFERENCE DEMOLITION TYP 14 n' A0 \ ✓ REMOVE EXISTING FIXTURES FROM EXTERIOR SOFFIT OF BUILDING. REMOVE EXISTING r. LIGHTING FIXTURES FROM STOREFRONT ASSEMBLY TO BE DEMOLISHED. F A ` RA. WINMAR PA"IFIC, INC. A' -� L- PROVIDE J-BOXES W/BLANK. COVERS, FLUSH C ' ) MOUNTED IN SOFFIT VERIFY EXACT LOCATIONS A' NTH ARCHITECT PRIOR TO ROUGH-IN ' HLL-1,3 4 - til A -a _ 0 0 tr; 1r, (3)'A' HLL-10,12,14 Jim _! �)• (4 PLACES) -� --- PANEL. HLL PANEL HPL ' C2' AT PUILDING 3 GRID 50. (4 PLACES) "=1 t• �qEO ►RCI fJ� • a .y4 l G 'r� syC)PEGQ01�� k HLL-16,18,20 INTERFACE 1 + yK ENGINEERING A A A INCORPORA IED w+m ,5 i 15 D1 15 - _ -_- n ' AO' A J t' Dafa w BY DMvir1/On r :i 16 ShW 76 15 19 F COURT 1 , MALL 1 , MALL 1 B PARTIAL SEE SHEET E2.3 SEE SHEET E2.3 LIGHTING PLAN FOR CONTINUATION FOR CONTINUATION SEE SHEET E2.2 FOR CONTINUATION IE-19,21 A. s, 15 HL-3 IE.-Zi 15 15 �� NPR SEE SHEET E2 7 —� HLL-18,18,20 �/ -_ �!- �� T5W FOR CONTINUATIONSEE SHEET UAT1 FOR CONTINUATION HL t` GMCbb DWIP/NPR DO — MAY 5 1993 Job Nix 92085.05.5 LE 1 9311 1 � COURT 1 MALL 1 PARTIAL FLOOR PLAN _- LIGHTING N� H MALL 1 B PARTIAL FLOOR PLAN - LIGHTING__. —.�_T --- L _ - ire• - 1'-0• VfARHINGION90 "-9581 E2,1 ire• = 1'-0• E2,1 E 2 . 1 BUV 97-0122 P 13 OF 9! _.. ,_..,�, •"+,+►.,--.,��.-,, ,.,..,: K+,+ T TTq'j7 ... .. I1 1 T i 1 T i 1 T �t 1 T 1 . _ . . •+ IF THIS D CUMENT Ts LE88 T �� r 11 ! 1995 I LEGIBLE THAN THIS NOTATION 1 � 4 T I S -- - � AUGUST 3V 1 -� I'I' IS DUE TO THE QUALITY OF '171111E ORIGINAL IX)CIIMEN'1'' � E B� ll'iIIIII S1 ti Ir'l,"I'A1111111 II!lIIItIIIIIIIIIIllllllllllllillll!lIIIIIIIIIIIIIIII�lllllllll�llll II illlllllll�llllllllllllhllllllllllllU !llllllll llll�l'l IIIIUiII Illl)Illll!Illllllllllllill IL IIli u�ll��VIII IIIIIIIIII�I►i� llltllllllllilllllll�l� I��!I11�� i + r MN SEE SHEET E2.3 C> FOR CONTINUATION � HL-1,3,5 l 5 Ardtwkrs, PWoIt4 d I AmDoo 1': 10" 16 1 16 16 16 20 20 3 23 23 HL-23 SeC011d 8104 WA 9 CKT. 1 �� cK T __ r----- C2' Amb 1� Cr.t t A I r?' �p� _ T�02-34M Fax 206�� • • FOR CONTINUATION 2 (4 PLACES) _,{ 1(4 PLACES) �7 4�(4 PLACES) .0(4 PLACES) (2)'A' t„ L 2' -� J tt. 17 ��. M It] 17 t 23 23 17 F-t?,19,21 SEE SHEET E2.3 • • / • ►"'�^ - FOR CONTINUATION �� _� � CkT ;' Ch , 2 CKT. 2 �, I HL .8,20 n \ 5 l.. / L _-,._-. �_� (4)'q' - 19 tti 1�t6 16 1n 16 20 20 (1 i 23 23 .- IE- 19,21 ('1'a' ��`` �� (3)'A' `�` HL-16,18,20 ` 43 ! 1-7 t •j L P' SEE SHEET E2-3 1 7 FOR CONTINUACN GENERAL NOTES -- LIGHTING NOTES THIS SHEET: IN OT J-BOXES FLUSH N SOFFtT. VERIFY EXACT -. - -- ------- -- - --- ------.----------.- --- LOCATION WITH ARCHITECT A DEMOLITION: REMOVE EXISTING LIGHTING FIXTURES AND ASSOCIATED BALLASTS NEA-LQNQLIQha PRIOR TO ROUGH--IN. EXCEPT 'WHERE SPECIFICALLY INDICATED OTHERWISE, THE EXIST;NG RACEWAYS G REPLACE EXISTING BALLASTS FOR THE MERCURY VAPOR DOWNLIGHTS IN THIS � SHALL REMAIN INTACT TO SERVE THE NEW LIGHTING FIXTURES. REMOVE ALL SKYLIGHT BAY WITH NEW METAL HALIDE BALLASTS AS SCHEDULED FOR THE TYPE MALL 3 PARTIAL FLOOR PLAN LIGHTING EXISTING FLUORESCENT COVE STRIP LIGHTS IN MALL BUILDING. REMOVE ASSOC- L' FIXTURE: RECONNECT LINE AND LOAD SIDE WIRING TO THE BALLASTS. __ 1�OpTM IATED CONDUIT AND WIRING BACK TO ACCESSABLE AR!_A. THE CONDUIT ROUTING SHOWN ON THIS PLAN IS SHOWN FOR CLARITY OF CIRCUITING. THE BALLASTS ARE REMOTELY LOCATED AND ACCESSED FROM THE INTERSTITIAL B. THE ROUTING OF THE BRANCH CIRCUITS FOR THE LIGHTING IS DIAGRAMMATIC SPACE ABCVE THE MAL'. CONCOURSE CEILING. SEE DETAIL 1, SHEET E41. WASHINGTON AND BASED ON INFORMATION AVAILABLE AT TIME OF DESI;;N. ALLOWANCES SH'LL BE MADE IN THE BID FOR MINOR DISCREPANCIES BETWEEN "HE DPANNGS U LOCATE J-BOX IN ACCESSIBLE ARCA. 1 AND EXISTING CONDITIONS WHERE ROUTING OR CIRCU111NG DISCREPANCIES OCCUR, SQUARE . NOTE THE ACTUAL CONDITIONS ON THE DRAWING SET KEP' ON THE PROJECT O MAINTAIN CIRCUIT TO LIGHTING IN UTILITY ROOMS AND CORRIDORS. r FOP AS-BUILT CONDITIONS. �J ROUTE HOME RUN TO PANEL VIA NEW LIGHTING CONTACTOR. SEF_ SCHEMATIC DIAGRAM, SHOPPING CENTER C. THE CONDUIT ROUTING SHOWN ON THIS DRAWING IS SIMPLIFIED FOP. CLARITY OF SHEET E41 CIRCUITING, I F. THE LOCATION AND CIRCUITING OF H.. D FIXTURE REMOTE BALLASTS IS NOT SHOWN FOR A COMPARATIVE DIAGRAM OF THE SCHEMATIC AND U5 PROVIDE AND MAKE POWER CONNECTION TO SMOKE HATCH RELEASE MECHANISM. ACTUAL TYPICAL WIRING OF H.I.D FIXTURES, SEE DETAILS 1 AND 2 SHEET E0.1 COORDINATE WITH SKYLIGHT INSTALA.TION HILL-16,18,20 �� TIGARD, OREGON D. THE ELECTRICAL DRAWING ARE DIAGRAMMATIC IN NATURE. FOR EXACT FIXTURE IE-21 LOCATIONS REFFER TO ARCHITECTURAL- REFLECTED CEI`ING PLAN, SHEET A32. 01 REMOVE. EXISTING 175W MERCURY VAPOR DOWNLIGHTS AND BALLASTS FROM THIS CEILING BAY THE RACEWA(S AND WIRING SHAD REMAIN IN PLACE FOR CONNECTION SEE SHEET E2.1 TO THE NEW TYPF 'A' FIXTURE) AND BALLASTS. THE NEW FIXTURES SHALL REPLACE FOR CONTINUATION THE EXISTING FIXTURES ON A ONE-FOR -ONE BASIS, EXCEPT WHERE SPECIFICALLY Z NOTED OTHERWISE GU NOT DESTROY THE CEILING STRUCTURE AND FINISH AROUND THE EXISTING FIXTURES TO BE RFMOVED. �? REMOVE THE FOUR EXISTING MERCURY VAPOR RECESSED DOWNLIGHTS IN THIS AREA. FOR REMOVE EXISTING ASSOCIATED REMOTE BALLASTS AND WIRING. 03 REMOVE EXISTING FIXTURES FROM EXTERIOR WALE OF BUILDING. REFERENCE DEMOLITION WINMAR PACIFIC, INC. } PLAN SHEET A1.5. HLL-13,15,17 5 0. TYP 0 REMOVE: EXISTING FIXTURES FROM EXTERIOR SOFFIT OF BUILDING REMOVE EXISTING y LIGHTING FIXTURES FROM SIOREFRONT ASSEMBLY TO BE DEMOLISHED ,g 13 �a — - MAKE CONNECTIONS 6 2 k T rK, 3 TO EXISTING PLANTER r/L-31�., LIGHTS-TO REMAIN. 7 HLL-2,4 /35 (3)'r2'- ORIENTED / VERTICALLY IN (3)'L t8 IE-21 �TOO � REVEAL x"135 z 0 HLL-31,33,'5 t J, �� TO STAID. AT 4 4\ 1 t 8 --� GRID E.5/40.5 -- / 11� 2 n L J �' (1)'J' AND (2YK' (TYPICAL OF 4). t6 / - i 3 16 16 16 16 00 16 20 Og �Ep ►'AQl�J (22)'F1'- r 2 Ip Cn' -- _ 200 1 � 3 G' 17 C1, 21 16 21 16 2' O �, 0 L 00 r 1 REPLACE EXISTING DIFFUSERS � • • — �5, O - # / WITH NEW PRISMATIC ACRYLIC i DIFFUSERS ON ALL 4' FLUOR- _ 0 Ob 35 �� ESCENT FIXTURES IN THIS E.NCINEFR NG }.ww�� +.K + 1 00 RUN FLEX CONDUIT THROUGH THE / CORRIDOR. REPLACE EXISTING INCORPORATED rw 1w�'1 u�►+.r ),- 6. - AMP ANBALLASTS W FW -- -- 1 -� � ASSEMBLY MEMBERS DURING FABRICATION/ LAMPS D /N_ ---.- ,A / A' 16 16 'A' A' 16 A' 1r n' - 00 \ CONSTRUCTION/INSTALATION OF THE 'T-8 LAMPS/ELECTRONIC _— -- _-'-- - -� 1 ENTRANCE STRUCTURE, MOUNT FIXTURES BALLASTS AF SCHEDULED FOR AND BALLASTS IN STRUCTURE AS DETAILED. FIXTURE 00 ATYPICAL OF FOUR MAJOR ENTRY STUCTURES) 15 (20)D INTERCEPT EXISTING CIRCUIT --- - -- 21 35 / t ? (3)'F2'- ORIENTED ` � L-1 5TYPICAL OF 'L' FIXTURES VERTICALLY IN x -� - -- REVEAL -- -- — 16 135 -- - - 15 MAKE CONNECTIONS -- -- -- CKT 1 HL-33 TO EXISTING. PLANTER Nn D9+N M pNa loon -- - LIGHTS-TO REMAIN. — ---- --- -- ShW T% 15 COURT 1 Al MALL 1 A , MALL 3 , � o REMOVE/ EXISTING 8' CORRIDOR PARTIAL FIXTURE. ' PROVIDE xNEW 4' LIGHTING PLANS j ' ' I RECESSED HLL '? 2 FIXTUR-- TO PROVIDE (8) NEW COMPACT MATCH EEXI � TING. W NPR — ----- `J IE-21 F LUORESCENT DOWNUGHTS HI I a — ---- SEE SHEET F2.1 AS SHOWN. STAFF NO. 28P (A Drw TSW HP-2-WH, (2)F13/TT LAMPS FOR CONTINUATION 277V H.P.F. BALLASTS. chm" D*VP/NPR Di MAY 5 1993 Job NOL 92065.05.5 I.E.1. 9311 ' 8rd PIo� 11` 3 COURT 1 A/MALL 1A PARTIAL FLOOR PLAN = _ LIGHTING N� Irl CORRIDOR PARTIAL FLOOR PLAN - LIGHTING 2,2 �,�' = �' WASHINGTON SO. 0" 1/8'2, _ -- NOR E2 . 2 l -0' .� BUP 93-0122 74 OF 99 If I STHAN IMCUMH1S LESS T _ TT- 111111& —T -TTT j�1�i111'1 _� 1 � � 11T 1j� 96LEGIHTHIS THIS NOTATION, t � �l I ` �� AUGUST 30 11' IS DUE 11) THE QUALITY OF �-..�.�.�..�.. _ . \ „�„ �� ,. � •V ,•��* �*� 'DHE ORIGINAL rx)CUMEN'C. - - - Gtrlil I -1�� i►��►��i�� i��,�i�� ►��i��i�� i��►��i�►��►iii�i i►��i� ►�� ►�,��►gill ►i�;>< L 91I 9 , ��,►�� ►�►,I,I�, ��i��I t��iWII MN HL-15 HL- 1 WV IE-19,21 -1� • ' SEE SHEET E2.1 f t 7 6 �26 17 r FOR CONTINUATION A f Ard*ct^ PlfrutiIp, 8 haim Dem (5 801 S6caW Aylen^ Suit WA 9M . J 25 T�I20e �b82-3Ie0 t 2(�/3 3-M SEE SHEET E2.2 � _,F HL-1,3 26 •, W• 26o- FOR CONTINUATION. C ll ,19 � � \ IE-17,19.21 1 R fa SEE SHEET F2 2 tiT� j FOR CONTINUATION F, 1 17 ;(; y • I • • • 4 - a h J�L HL-15HL-23 T T ? ,17,15 (?)I- (31126 26 — _ t 1 9 19 t 9 114 Till19 tiF 3 HL-2 —g HL-18,20 SEE SHEET E2.2 tg • FOR CONTINUATION. 5 4 IE-19,21 15 26 �,) OJ 19 - SEE SHEET E2.2 2 17 FOR CONTINUATION 19 02)'F1' / WASHINGTON I ti SOUARE 4 A 17 —02 SHOPPING CENTEF /-- TIGARD, OREWN HL-23,25 Aq \ 16 t i O A A -- SEE SHEET E2.6 FOR A' 'nO 24 24 DEMOL TION-THIS AREA. R GENERAL NOTES =LIGHTING H - 7T" 18 24 24 24 WINMAR PACIFIC, INC. A. DEMOLITION: REMOVE EXISTING LIGHTING FIXTURES AND ASSOCIATED BALLASTS EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE. THE EXISTING RACEWAYS Dt SHALL REMAIN INTACT TO SERVE THE NEW LIGHTING FIXTURES. REMOVE ALL EXISTING FLUORESCENT COVE STRIP LIGHTS IN MALL BUILDING REMOVE ASSOC- 'A' 'Ai)' 'A' IATED CONDUIT AND WIRING BACE' TO ACCESSABLE AREA A,, A IE-17,19,21 g24 B. THE ROUTING OF THE BRANCH CIRCUITS FOR THE LIGHTING IS DIAC:fAMMATIC AND BASED ON INFORMATION AVAILABLE AT TIME OF DESIGN. ALLOWANCES SHALL BE MADE IN THE BID FOR MINOR DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS, WHERE ROUTING OR CIRCUITING DISCREPANCIES OCCUR, NOTE THE ACTUAL CONDITIONS ON THE DRAWING SET KEPT ON THE PROJECT FOR AS-BUILT CONDITIONS 'n ,y N' A C THE CONDUIT ROUTING SHOWN ON THIS DRAWING IS SIMPLIFIED FOR CLARITY OF CIRCUITING, IE. THE LOCATION ANL CIRCUITING OF H.I.D. FIXTURE REMOTE BALLASTS IS NOT SHOWN. FOR A COMPARATIVE DIAGRAM OF THE SCHEMATIC AND ACTUAL TYPICAL WIRING OF H.I.D. FIXTURES, SEE DETAILS 1 AND 2 SHEE f EO 1. D. THE ELECTRICAL DRAWING ARE DIAGRAMMATIC IN NATURE. FOR EXACT FIXTURE SEE SHEET E2.6 FOR DEMOLITION-THIS AREA. LOCATIONS REFFER TO ARCHITECTURAL REFLECTED CEILING PLAN, SHEET A.3.3. i IA 18 4 :4 4 NOTES THIS SHEET ` NEI CONDITIONS ., aI 'I Q J I •`'�� c'1NEf I O1 REPLACE EXISTING BALLASTS FOR THE MERCURY VAPOR DOWNLIGHTS IN THIS sI n SKYLIGHT BAY 'M FH NEW METAL HALIDE BALLASTS AS SCHEDULED FOR THE TYPE I_' FIXTURES. RECONNECT LINE AND LOAD SIDE WRING TO THE BALLASTS. n;, n440 THE CONDUIT ROUTING SHOWN ON THIS PLAN 15 SHOWN FOR CLARITY OF CIRCUITING. a ° 4 f THE BALLASTS ARE REMOTELY LOCATED AND ACCESSED FROM THE INTERSTITIAL 18 t I n HL-22,24,26 SPACE ABOVE THF MALL CONCOURSE CEILING. SEE DETAIL 1, SHEET E4 1. n �O '7 e��t lld►M V O2 LOCATE J- BOX IN ACCESSIBLE AREA MAINTAIN CIRCUIT TO LIGHTING IN UTILITY ROOMS AND CORRIDORS. IN OWN0 1 r TEF.'ACE „�lift K 4O ROUTE HOME RUN TO PANEL VIA NEW LIGHTING CONI-ACTOR. SEE SCHEMATIC DIAGRAM, �. '8 '�AH ENGINEERING SHEET E4 i INCORPORATEp io,� �5 PROVIDE AND MAKE POWER CONNECTION TO SMOKE HATCH RELEASE MECHANISM. COORDINATE WITH SKYLIGHT INSTALATION. DEMOLITION - -- I D1 REMOVE EXISTING 175W MERCUR, vAPOR DOWNLIGHTS AND BALLASTS FROM THIS 5 -- -- -- CEILING BAY THE RACEWAYS AND WIRING SHALL REMAIN IN PLACE FOR CONNECTION (9)'L D ` TO THE NEW TYPE 'A' FIXTURES AND BALLASTS THE NEW FIXTURES SHALL REPLACE HL-21 000 OOOOOO - -� THE EXISTING FIXTURES ON A ONE-FOR-ONE BASIS. EXCEPT WHERE SPECIFICALLY \ NOTED OTHERWISE. DO NOT DESTROY THE CEILING STRUCTURE AND FINISH AROUND d, ® - - - FHE EXISTING FIXTURES TO BE REMOVED 1 'LE� f ® REMOVE THE FOUR EXISTING MERCURY VAPOR RECESSED DOWNLIGHTS IN THIS AREA. REMOVE EXISTING ASSOCIATED REMOTE BALLASTS AND WIRING `QJ REMOVE EXISTING FIXTURES FROM EXTERIOR WALL. OF BUILDING REFERENCE DEMOLITION 000000000 PLAN SHEET A1.5 H1-13 _ ---- --- - ---`-- (� 04 REMOVE EXISTING FIXTURES FROM EXTERIOR SOFFIT OF BUILDING REMOVE EXISTING e ® \J O O O` O O O d O d O N0 � �tft-n LIGHTING FIXTURES FROM STOREFRONT ASSEMBLY TO BE DEMOLISHED E' I I 0 O C 0 O O O O O O (3)'F2'- ORIENTED-- �+F , `- - - (3)'F2'- ORIENTED ShW TU6 VERTICALLY IN4V� 3j'FZ' VERTICAL!-Y IN (3)'F2'- ORIENTED ( 7)'N' r (3)'F2'- ORIENTED REVEAL. REVEAL, VERTICALLY IN 1r) 7 92 19 0 :�� ' �RTICALLY IN - -- COURT 2 , MALL L REVEAL. 20� REW AL. ,- .� ' COURT 3 , MALL 4 (20)'U O 0 0 0 OO O O d O e-y� - v d O 0 0 0 0 0 _�_%% � 0) ('� vv, PARTIAL LIGHTING ._�.—=r'- — PLAN S n a 4 NPR �1)V AND (2)'K onm TSW 1YPICAL OF 4). QIMt%od DW/NPR D& MAY 5 1993 1 1 Job No 92065.05.5 I.E.I 9311 / 6 z COURT 2 MALL 2 FLOOR PLAN ,� (TYPICADOF24). 1 COURT-- A_/ MALL 4 FLOOR PLAN ' �2. - - NU , de WASHINGTCNI 90.R0-.NN E 2 . 3` r SUP 23-0122 75 or W T i JT T1 JT� T TTT 1� � T�1 T 1 r 1TTttJt T ��- .-�.,,.,.. _ .�„•._. IF THIS Ix)CIIMFNT IF, I,F;SS 1 I ,1 r j I pT1 TIT'77L�j•) 1996 LEGIBLE 7'IIAN THIS NOTATION, _ 1 !��7 `! !r -- .771; +�+1—,��1� II AUGUST 3� � r I II' IS UI1 'ro 'THE. UALITY OF' 'THE ORIGI NAL t)OCUMF;NT. �r I II!I�illl�lll 11 IIIIIIIII�IIII IIII�I ILII I�Illllllll�llll IIIIIIIII IIII�IIiI ITIII1IIi illl111111111 IIII1 1 IIIWIIIIIUllI IUI�ll WUllll t t tl�lulutll�ulull�u�uff 111111111111111111111111 Illi�lli� IliilWl�l t t GENERAL NOTES — LIGHTING NOTES THIS SHEET -amu: MN A. DEMOLITION: REMOVE EXISTING LIGHTING FIXTURES ANC ASSOCIATED BALLASTS NEW CONDI(IONS EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE, THE EXISTING RACEWAYS Ct) REPLACE EXISTING BALLASIS FOR THE MERCURY VAPOR DOWWNLIGHTS IN THIS SHALL REMAIN INTACT TO SERVE THE NEW LIGHTING FIXTURES. REMOVE ALL SKYLIGHT BAY KITH NEW METAL HALIDE BALLASTS AS SCHEDULED FOR THE TWE EXISTING FLUORESCENT COVE STRIP LIGHTS IN MALL BUILDING REMOVE ASSOC- 'L' FIXTURES. RECONNECT LINE AND LOAD SIDE WIRING TO THE BALLASTS. IATED CONDUIT AND WIRING B%CK TO ACCESSABLE AREA. THE CONDUIT ROUTING SHOWN ON THIS PLAN IS SHOWN FOR CLARITY OF CIRCUITING. THE BALLASTS ARE REMOTELY LOCATED AND ACCESSED FROM THE INTERSTITIAL. B. THE ROUTING OF THE BRAN.;H CIRCUITS FOR THE LIGHTING IS DIAGRAMMATIC SPACE ABOVE THE MALL CONCOURSE CEILING. SEE DETAIL 1, SHEET E41 AND BASED ON INFORMAT'JN AVAILABLE AT TIME OF DESIGN. ALLOWANCES \`J LOCATE J--BOX IN ACCESSIBLE AREA. SHALL BE MADE IN THF BID FOR MINOR DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS. WHERE ROUTING OR CIRCUITING DISCREPANCIES OCCUR, O MAINTAIN CIRCUIT TO LIGHTING IN UTILITY ROOMS AND CORRIDORS. NOTE THE ACTUAL CONDITIONS ON THE DRAWING SET KEPT ON THE PROJECT FOR AS-BUILT CONDITIONS O ROUTE HOME RUN TO PANEL VIA NEW LIGHTING CONTACTOR. SEE SCHEMAIIC DIAGRAM, C THE CONDUIT ROUTING SHOWN ON THIS DRAWING IS SIMPLIFIED FOR CLAITY OF SHEET E4.1. CIRCUITING, IT THE LOCATION AND CIRCUITING OF H.I.D. FIXTURE REMOTE BALLASTS O PROVIDE AND MAKE POWER CONNECTION TO SMOKE HATCH RELEASE MECHANISM, IS NOT SHOWN. FOR A COMPARATIVE DIAGRAM OF THE SCHEMATIC AND 5 ACTUAL TYPICAL WIRING OF H.I.D. FIXTURES, SEE DETAILS 1 AND 2 SHEET EO.1 DEMOLITION 0 THE ELECTRICAL DRAWING ARE DIAGRAMMATIC IN NATURE. FOR EXACT FIXTURE D1 REMOVE EXISTING 175W MERCURY VAPOR DOWNLIGHTS AND BALLASTS FROM THIS LOCATIONS REFFER TO ARCHITECTURAL REFLECTED CEILING PLAN, SHEET A3.4. CEILING BAY. THE RACEWAYS AND WIRING SHALL REMAIN IN PLACE FOR CONNECTION I MCt*Ctle, Pbrift haft Doo TO THE NEW TYPE 'A' FIXTURES AND BALLASTS. THE NEW FIXTURES SHALL REPLACE b 80I SeCd1d Avow, Sea* WA 98104 THE EXISTING FIXTURES ON A ONE-FOR-ONE BASIS, EXCEPT WHERE SPECIFICALLY ( NOTED OTHERWISE DO NOT DESTROY THE CEILING STRUCTURE AND FINISH AROUND ToM/682._3480 Fax 208 rJ43-4M THE EXISTING FIXTURES TO BE REMOVED. ® REMOVE THE FOUR EXISTING MERCURY VAPOR RECESSED OOWNLIGHTS IN THIS AREA. REMOVE EXISTING ASSOCIATED REMOTE BALLASTS AND WIRING. REMOVE EXISTING FIXTURES FROM EXTERIOR WALL OF BUILDING. REFERENCE DEMOLITION PLAN SHEET A1.5. ®4 REMOVE EXISTING FIXTURES FROM EXTERIOR SOFFIT OF BUILDING. REMOVE EXISTING HLC-21,23 LIGHTING FIXTURES FROM STOREFRONT ASSEMBLY TO BE DEMPLISHED. IE-4,6 SEE PLAN AT LEFT FOR CONTINUATION. i 31 % \ / X31 TO EXISTING TO EXISTING / / TR UGHTS PLANTER LIGHTS (H C (HLC-33). \ � 1 I I 1 31 �31 (4� 'L' HLC-16,18,20 (3)'G' / / i 1 6. ?�, 20 31 ' 3l 031 8 (1)'J' AND (2)'K' (TYPICAL OF 4) a WAS HINGTO N 2 LQ' O O O O 4 4 SQUARE dor O O O O O � O( 0D 31, 3, 5 O O IE-6HLC- (3)'F2'- ORIENTED 19 � � ,9 19 (3)'F2'- ORIENTED SHOPPING CENTE F VERTICALLY IN (7)'B' VERTICALLY IN CIcT 2 L' `:k T 2 L' CKT 2 REVEAL. REVEAL. TIG„ AGO � • 3 ° 20 • HI --ib- (3)V `-16 I �M�' ��L•7\JI�I 21 _ r+ 18 (3)'L' � , (3)1. (3)'L' SEE SHEET E2.5 t 2323 .3 �S �1,+-�� 20 20 ^20 20 FOR CONTINUATION ; IE-4,6 ,n .A. .„C, ,', ,q, CKT. 1 23 N L 20 CKT 1 FOR 21 4 21 21 SEE SHEET E2.5 FOR CONTINUATION ,Ci, �,t, 'C1' HLC-3,5 WINMAR PACIFIC, INC. 5 4 ,1 4 LQ' 5 -� •LQ ' 4 S 4 � HLC-1,3,5 L, L, U HLC-2 23 I 21 A 21 SEE SHEET E2.5 REMOVE EXISTING CONTINUOUS 21 21 21 FOR CONTINUATION 2SURFACE FLUORESCENT FIXTURES AO' AV AO' AQ' AND MERCURY VAPOR DOWN- LIGHTS, All 21 21I 'q' 4 'A' 1 ' 18 S,AEf1 FgOFff 1 HLC-19,21,23 (8)'A/100' t8 5 4aOl+v. f' 1 CK T, 2 ---- 21 6 21 4 ��rN `w I yI `E410A . 18 113 18 � INTERFACE i�w�I SM Am K Q ,A, A, 1 14C2' ENGNEW&A INCOMMAMIiC'k>bt°itiae ar 21 A 21 21 2 q �-� A ReNei0r18 INTERCEPT CIRCUIT INTERCEPT CIRCUIT S IE-9, AND EXTEND 18 .8 IE-9, AND EXTEND - - - A' �A' TO NEW FIXTURES. TO NEW FIXTURES. 21 21 INTERCEPT CIRCUIT _ INTERCEPT CIRCUIT HLC--40, AND EXTEND HLC-40, AND EXTEND ---- - - --- -- TO NEW FIXTURES. 10 NEW FIXTURES. p' d A' 4 - — AQ A ,AO. 18 AQ' AQ' 18 --- 21 'X' 'X' '' Na Dr M Dow"ftn Sheet T* PROVIDE (3) RECESSED FLANGED PROVIDE (3) RECESSED FLANGED SEE SHEET PLAN AT IE-4,6 FLUORESCENT FIXTURES: FLUORESCENT FIXT:IRES: MALL 61 BALLAST, Al2 O1�25 DIFFUSER.NIC (2)F032T-l� LAMP/ELECTRON RIGHT FOR CONTINUATION. AST HLC-21,23 BALLAST, Al2.125 DIFFUSER. COURT 4 PARTIAL. LIGHTING PLANS DW#Md NPR Orm TS W 2 MALL 6 FLOOR PLAN — LIGHTING 1 COURT 4 FLOOR PLAN -- LIGHTING CIMpimdY DWP/NPR E2.4 1/8' = 1'-0' aM_ MAY 5 X993 Job ft 92065.05.5/I E.I. 9311 ttblM N4 E 2 . 4 WASHINGTON,O R0.ISIS SUP YJ.0122 76 OF ' IF THIS DOCUMENT 18 LESS 4 TT>�rl,rrlT TTP P1 I �T�TIr 11t1TIriT I I +rAUGUST 30 6 r I I I ! LEGIBLE THAN THIS NOTATION, 11,173 Trr I IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. ' 11111 Iiillll2111 illlli Iiillllli illlilll 1111I1iil INTI 1fINil�i�ilu�il��l��u lud�ui uulul�iudiili�ulllilli�iulhlu` iu�uu` i ` E ` ` ' III II,> I IlI�II►II il,► l MN i HLC-2,4,6 O HLC-/22.24 1` 2 -�-� Imo` "--�� (3)'AAC;- AQ' GAQ' - 4 24 :4 14 24 1 24 22 22 2? 22 22 4 (4 PLACES) (4 PLACES) CK T (4 PLACES) Cod (4 PLACES) ('KT 1 • l K1 i i CKT 1 Q1) 4 f, r ' AQ' �__ ------ AQ' a a I AG (}) .4 Arcftilec.`blra Plerulfla 6 t1lAiotT Oen AQ IR Q Ar 13 4 4 22 22 ::' 4 .1 - 4 A 9M a �' a o= 882-3480 2 w�34"M 24 24 � q a � '��' • tr k l C k 1 ( >- 4 ` .2 4 ?4 :'4 2 '4 4 ?4 24 _. � a `l? 22 13' A%? 22 4 IE-4,6 IE-4,6 Al)' ! .A, \ (3)'A' r. "I FORFOR X' CONTINUATION - - 2/ v: LMALL 5 FLOOR PLAN - LIG-H-r-ING N� TH WASHINGTON E2.5) SOUAR SHOPPING CENTER .F.: 1 I TIGARD, OREGON I FOR WINMAR PACIFIC, INC. T,p 13 SEE SHEET E2.4 2 FOR CONTINUATION. t` ��) A (3)'A' AQ, A t f 6 16 F. l E 16 16 16 >1 OVA r �? (4 PLACES) _ Cr T i • 5 µ, (4 PLACES) Q � HLC-16 ft, r A, I \�A (3),A, AQ, / AG' ) 5 j - --f�-� F r, h 6 16 f, F. 13 r 1 r 15 !E, 16 16 I , • CkT. 16 CKT D1 5 ,r i w. 16 16 T1 t 9AIA HLC-3,5 -`_ ----- r• ---� / _,. SEE SHEET E2 4 FOR CONTINUATION Lb ENTERFACE ENGINEERING C1 tNEERING 2 1, (? �_`� j�l INCORPORATED— rr�hid it�p• i THIS SHEET: GENERAL NOTES LIGHTING NOTES _ 3 — - TYP NEW CO DITIONS A. DEMOLITION: REMOVE EXISTING LIGHTING FIXTURES AND ASSOCIATED BALLASTS EXCEPT WHERE SPECIFICALLY INDICATED OTHERNASE, THE EXISTING RACEWAYS O REPLACE EXISTING BALLASTS FOR THE MERCURY VAPOR DOWNLIGHTS IN THIS SHALL REMAIN INTACT TO SERVE THE NEW LIGHTING FIXTUP.ES. REMOVE ALL SKYLIGHT BAY WITH NEW METAL HALIDE BALLASTS AS SCHEDULED FOR THE TYPE --- ---- EXISTING FLUORESCENT COVE STRIP LIGHTS IN MALL BUILDING, REMOVE ASSOC- 'L' FIXTURES. RECONNECT LINE AND LOAD SIDE WIRING TO THE BALLASTS. IATED CONDUIT AND WRING BACK TO ACCESSASLE AREA. THE CONDUIT ROUTING SHOWN ON THIS PLAN IS SHOWN FOR CLARITY OF CIRCUITING. �� t ---` --HLC-17 TO SIGN - THE BALLASTS ARE REMOTELY LOCATED AND ACCESSED FROM THE INTERSTITIAL B. THE ROUTING OF THE BRANCH CIRCUITS FOR THE LIGHTING IS DIAGRAMMATIC SPACE ABOVE THE MALL CONCOURSE CEILING. SEE DETAIL 1, SHEET E4.1. �' (VERIFY REQUIREMENTS) AND BASED ON INFORMATION AVAILABLE AT TIME OF DESIGN. ALLOWANCES 2L3CATE J-E3OX IN ACCESSIBLE AREA o--- SHALL BE MADE IN THE BID FOR MINOR DISCREPANCIES BETWEEN THE DRAWINGS AO. AQ' AND EXISTING CONDITIONS. WHERE ROUTING OR CIRCUITING DISCREPANCIES OCCUR, (D (D CIRCUIT TO LIGHTING IN UTILITY ROOMS AND CORRIDORS. HLC-32,34 ~r, -- ---- — NOTE THE ACTUAL CONDITIONS ON THE DRAVNNG SET KEPT ON THE PROJECT 4 6 6 FOR AS-BUILT CONDITIONS. 40 ROUTE HOME RUN TO PANEL VIA NEW LIGHTING CONTACTOR SEE SCHEMATIC DIAGRAM, C. THE CONDUIT ROUTING SHOWN ON THIS DRAWING IS SIMPLIFIED FOR CLARI rY OF SHEET E4.1 CIRCUITING. I E THE LOCATION AND CIRCUITING OF H.I.D. FIXTURE REMOTE BALLASTS O PROVIDE AND MAKE POWER CONNECTION TO SMAOKE HATCH RELEASE MECHANISM. S1W Tb IS NOT SHOWN, FOR A COMPARATIVE DIAGRAM OF THE SCHEMATIC AND ACTUAL TYPICAL HARING OF H.I.D. FIXTURES, SEE DETAILS I AND 2 SHEET E0.1. REPLACE AtL 36 36 1 SIM. EXCEPT N' ARE DIAGRAMMATIC IN NATURE. FOR EXACT FIXTURE CONDUCTORS TYPE V. MALL 5 , MALL 6 D. THE ELECTRICAL DRAWING E NTH NEW. LOCATIONS REFFER TO ARCHITECTURAL REFLECTED CEILING PLAN, SHEET A3.5. REPAIR PLANTER Sr' 34 PARTIAL LIGHTING RACEWAYS IF DEMOLI ab REQUIRED. PLANS RESET C.B. (15)'M' ON HLC- it: (9)'M' ON HLC-34 p1 REMOVE EXISTING 175W MERCURY VAPOR DONMLIGHTS AND BALLASTS FROM THIS HI-C-34. CEILING BAY, THE RACEWAYS AND WIRING SHALL REMAIN IN PLACE FOR CONNECTION TO THE NEW TYPE 'A' FIXTURES AND BALLASTS. THE NEW FIXTURES SHALL REPLACE THE EXISTING FIXTURES ON A ONE-FOR-ONE BASIS, EXCEPT WHERE SPECIFICALLY NOTED OTHERNASE. DO NOT DESTROY THE CEILING STRUCTURE AND FINISH AROUND 36 - ------ ---- - THE EXISTING FIXTURES TO BE REMOVED 34 Dwdnd NPR REMOVE THE FOUR EXISTING MERCURY VAPOR RECESSED DOWNLIGHTS IN THIS AREA. orm -� TSW _ REMOVE EXISTING ASSOCIATLD REMOTE BALLASTS AND WIRING. REPLACE ALL CONDUCTO;iS � REPLACE ALL CIIftd D*P/NPR (TW.) 16 34 (CONDUCTORS 0� MAYS 1993 � 2 �, MALL 7 COURT 5 FLOOR PLAN - LIGHTING RELOCATE EXISTING NO I1 FIXTURE HOUSINGS IN 92045.05.5 I E.I. 9 -- NEW SOFFIT (TYP. OF 311 E2.5 1/B' = 4). �- ` 34 34 34 ArMND� 34 3 34 l4 (3)'M' E 2 . 5 TO PLANTER LIGHTS WASHINGTON 30 RD,9586 BUD 93-0122 ? 94 (EXISTING) (HLC-32) fTfT- _�TIIir1TI �11 II T IF THIS xocuMrNT I8 IEss 177 WE� Tj ��I IIT �)T7" r� t�T -----T-—Ij AUGUST 30 �. 1995 LEGIBLE THAN rHIS NOTATION, � ' I N&U IT IS DUE TO THE QUALITY OF _ THE ORIGINAL DOCUMENT. �� ff e� -I o��t - --- - -- II -- - � I II I �� ( Illlllll III lill�lllllllllllllllllllllll ll�lllllllllllllllllll�lllllllllllllllllllllllllllllllllllllll�lll�llll�lll�llllllllllllll�llllIIIA) Illllllil tilliful 1'I I I L s 9 ' llll!il Illlilill II1IiIlilil11111W16 t I ° t i LMN r- REMOVE EXISTTING / FLUORESCENT FIXTURES L 76 76 ZF 'h F Ardtect^ Pierfir 6 Dior Deo 901 %coW Avenue, Sedk WA 96104 E, TfmM2-34eO Fax 206N"M TO MALL CONCOURSE NORTH OF MAIN COURT 23 . L7 Allmon— EXISTING HOME RUN-TO BE ------_— /4 REMOVED OR REROUTED AS 1 — - REQUIRED TO ACCOMMODATE NEW FIXTURES. (TYPICAL). 25 24 i 24 I � WASHINGTON SOUARE i \_ RFM0VF FXI4T)NG MFRCURY VAPOR gHOPPINCG CENTEF I FIXTURES AND REMOTE BALLASTS. I (TYPICAL). REMOVE CONDUIT AND rV HARING IN CEILING AREAS TO BE 24 24 4 DEMOLISHED. TIGARD, OREGON FOR. \ WINMAR PACIFFIC, INC. EXISTING J.C. PENNEY SEE SHEET E2.3 FOR DEMOLITION NOTES IN THIS AREA. I HLL-1,3,5 IE-21(EM) I EXISTING COVE - I LIGHTING TO BE EXISTING HOME RUN-TO BE — REMOVED. SEE DETAILS 4 do 9 REMOVED OR REROUTED AS REQUIRED TO ACCOMMODATE b SHEET A6.5 TYPICAL. NEW FIXTURES. (TYPICAL) J? IE-17 I-� HL 22,24,26 HLL--2,4 �' *- 1 55 — INTERFACE Iomla'Am w lENGINEERING INCORPORATED 22 2. — IE-15 HL-1,3,5 �_ IE -11,13 IE-1,3,5 HLC-2,4,o k ,4,6 HLC-1,3,5 EXISTING SEARS HL--2.4,6 � HL-27,29 . . .:' :': - --- ----- -- ------ No, DOM SY DMwlaon . . 21 22 Shoe(Tle - - ------- - NORDSTROM (UNDER CONSTRUCTION) COURT 3 , MALL 4 _ PARTIAL DEMOLITIOr 29 LIGHTING PLA N REMOVE EXISTING SOFFIT FIXTURES. D9*W NRF' Drw TS W CIMoM�d OW/NPR 00 MAY 5 1993 Job ft 92065.05.5 I E.I. 93)1 1 EXISTING MALL CIRCUITING PLAN - DEMOLITION1 COURT _3 / _MALL 4 FLOOR PLAN - DEMOLITION - l.-IGHTING (*.,j NO I . _ - 50 WASHINGTON ago.RD..asaa E2 . 6 9 71 O ge 7a OF p11 IF THIS DOCUMENT IS LESS -- T T TT1j qT 111 1� TT � , � '� � � LEGIBLE THAN THIS NOTATION, 1 I ___ I I- 1 ,� AUGUST 30 1995 I i IT IS DUE TO THE QUALITY OF Nw THE ORIGINAL DOCUMENT, 30Xj ' IIII�I!II�IIIIIIIII�III�IIiIIIIIIIIIIIillil�llll IIIIIIIII IIII�1111 IIli�llll IIII�IIII CII�IIII IIII�I!II Illi�llll IIII�IIIIIIIII�IIIIII!Illlr�lllllllllllllllllllllllll 1 I�IllI t I Illlllallllllll L ' 9 ,111111 II IIWIII IIII�IIII IIIIIHII � , ! HPL-26,28 (� '1' - SEE SHEET E3.2 �CLG I � FOR CONTINUAnON. MN f 26 I / f 1 4- I - •c: Ardjgctre; PYrtht>Q b kieft Delete 801 Second Avenge, SO&* WA 98104 Te1206 02-3400 Fu 208 x343-9388 \ 28 1 r !/ OCLG. I f -----�.-�-- -'T I 5 5 { JW '� a 1 OCLG. — oCLG. ' -�- ' i t 1"c3 I 1 O 5 OCLG. WASHINGTON 26 SQUARE 1 { / SHOPPING CENTEF _ — 1 TIGARD, OREGON I O ; O K, 1 40CLG \ OCLG. R)R \ , ^ 28 • / WINMAR PACIFIC, INC. 14PL-2v 10 , ' , I / i- 1"C.0. \ I y►/ 1 I I t 1/4"C. \ 4— �_ -�' HPL-1,3,5, , 26.28,30 1 1 EXISTING WATER 3 COOLER-HPL-21 � \ \ 1 \ 12 f HPL-21,23 0CLG.t I \ / OCLG. I { 1 I EXISTING { 1TREE GRATE I = NOTES THIS SHEET: \ I I 1 •. ► - :RATE LIGHT COVER EXISTING DPTWIST-LOCK RE ( t.XTERIOR ELEC. BOX LOCATED IN COFFERED CEILING. MT} WP COVER PLA TE ;;C[PiA%LE, 3OX, CvD ;ii, ANDwDC";;• - f \ ' 5" TO ACCOMODATE REMODELED CEILINGS. . ' ol 2 ALL NEW UNOERSLAB CONDUIT SHALL BE 3/4" / O � IT ! TRADE SIDE MINIMUM. / 1"C. CONDO tl t ! 2" - - _ *Now 1� "s""" 'f �jW ,�TiRFACE CEG.! 5TU6 UP CONDUIT FOR MALL DIRECTORY. ENGI " iwNEERING INCORPORATED ISM SOLID Z — ! OCLG. • PLASTIC BLOCKING f I12' EXISTING TEL. KIOSK \ f ( ! TO REMAIN. \ 16 DIA. —�` ---- ---- - � " t0 BLACK PVC — I I PIPE REUSE EXISTING TEL. RACEWAY ! 1 f WASHED� 8 { I !- ----NEW CONDUIT STU6- e — 1 I ( UP FOR TTY POWER Al I GRAVEL 1 TEL. KIOSK. 4- I„C r� �^' 'I__ 1 ( � t1o, OMI► N OMII�aen 1 � 12 Sheep T>Ie -------------- • 3 ELEC . BOX AT TREE PITS_ \ \ `V1"C. E3,1 NST TO SCALE COURT � � MALL MALL 1 B PARTIAL I�0CLG`, ', �� POWER A N D + SYSTEM PLAN /) ) SEE SHEET E3.2 0 1 I FOR CONTIWUATION. gCLG. NPR SEE SHEET E3.2 � HPL- � — ' "---`-- "- FOR CONTINUATION, T5 W ,r `✓_ f I HP-t 12 -- - - - HPL-21,23 ,,( CfMdll�d DWP/NPR — Oda MAYS 1993 NPL-20 SEE SHEET E3.3 -- FOR CONTINUATION. job Na 92065.05.5 ►.E 1 9311 2 MALL 1 B PARTIAL FLOOR FLAN 1 �CO�UR�Tl�MALL 1 PARTIAL FLOOR PLAN E3,1 1/8• a i-�• E3 . 1 WA.9111NcroN90 RD,osas E3,1 OUP 93-0122 70 OF as t T T I F THIS DOCUMENT 28 Lltss T76 T j l l 11111 10 ql AJ"T 0 19 9 5 • I LEGIBLE THAN THI'1 NOTATIONS T iI ,.,N IT IS DUE TO THL QUALITY OF 1 THE ORIGINAL DOCUMENT. 0� A�i eft GIl "IT I Illl` �t ( lg i �9 I 1�wlv 1111 IIII�IIIIII{N�IIII IIN41111 IIII�IN{I1111�141{IIIII�INIIIIII�IIIIIIULIIII IIII�UIIIlII1�l11llllll�Illlllill�lllllllll�lllllllll�llll llll� � lllll(lll�ll llll�I�ll111111�1U u�l�illl��►I��I� 'Ilhili u�ll►�uli�iu�i�,u'Iul`I111'llli�ltll IIII k I MN Archlecl�re, Plenrti'�p, b Herbr Dem► 801 Se=d Avenue, SOdk WA 9810A Te1206 /682-3480 Fax 206 WVN SEE SHEET E3.3 FOR CONTINUATION SEE SHEET E3.3 r�� 9 O �tI t"C FOR CONTINUATION �t �1 1"C - it �-� ®11 9 —t"C — ? 9 �CLG 0CLG.® '�CLG I,.0 ��` it _ — 1 I _. �y 1,. HP2-5.7 1� 9 �? OCLG 1,.0 OCLG� � _ - - pp u.0 � — 9. CLG. _ 1" 1" - - — — — — — — — — — -' �_ HP2-5,7 0 MALL 3 PARTIAL FLOOR PLAN WASHINGTON E�,� �,a• _ - -- -- SOUARE SHOPPING CENTER TIGARD, OREGON .1. SEE SHEET E3.1 FOR CONTINUATION FOR I WINMAR PACIFIC, INC. I x/ I � \ I � \ 4 \ 1 \ i� 1"c \ 1 � 1 EXISTING WATER COOLER N \ r EXIST (NFL- 21) ---� � � r. — + 30M (�'\ ❑30 \ VERIFY 1 . r' 28 \ \ NOTES THIS SHEET: r_ tea; 4w:.Af.�t3�1 rr (��'''' �C0 00 ELOCATE F �O. 28 EXISTING DUPLEX TWIST-LOCK RECEPTACLE OCLG. b RECEPTACLE,LOCATED IN CBOX, CONDUITOFFERED NAND RWIRING DOWN I - -- - - - fi- - - - - - - - - — _. - -_ - - - - - - / — —` i 5" TO ACCOMODATE REMODELED CEILINGS. I INTERFACE �""" ""� {{ INCORPORATEQ �� '�� - ENG1Nf£R1NG ,W ' 3 Q ALL NEW UNDERSLAS CONDUIT SHALL BE 3/4" \ 26 t TRADE SIDE MINIMUM ___--- -_-- - - 16CLC t"C r 3 � (D -01STUB UP CONDUIT FOR MALL DIRECTORY. 3. CLG. EXISTING CASH MACHINE — � + ,ten KIOSK - 10 REMAIN 30[FEil l) HP-2 an 1 GFI Na a» M + 1 Sheet The A �I COURT 1 A , MALL 1 A, MALL 3 , SEF SHEET E3.1 -.%j � wt CORRIDOR PARTIAL FOR CONTMUATION POWER AND SYSTEM PLAN �_ A NOW NPR HPI 25,28 0111111 T5W ChKind 0WP/NPR Dli MAY 5 1993 Job ft 92065 50.5 I.E.I. 9311 »1Ntga 1 CORRIDOR PARTIAL FLOOR PLAN E3 . 2 3 COURT 1 AIMALL 1 A PARTIAL FLOOR PLAN X3,2 ire• = i--o• E3,2 )/8e 1,-0, WASHINGTON SO.IID.,Ne9 eur 93-0122 in of 9e _ 77FITV T1,� 1T�t�tj TT, TTT�lIF '1115 DOCUAENT IS LESS 4 fi jT1 I'111 ' 'Tr� AtK18T �0 19 9 6 i � I LEGIBLE THAN THIS Nl)'1'A'CInN, Gj • A IT IS DUE TO THE QUALITY OF - - - - - �wM �3'/pR" +rte►. r n.,..:umw• CHE ORIC3INAi, ix)CUMFN'C. ` � s Iill IIII�UII�lilllll llllilili IlUllllllllll�lllilllll�illl IUl�llll Ill�lllllllll�ll�gl�ll�ll�lllllllll�llllllllll�ll(11111 IIII�I I III�111111ll1W 1111 � t � L f e Ie.11lllllll tllWt iili�nh lll�l13OX . � 1 MN /-SEE SHEET E 3 1 / FOR CONTINUATION I 1 Ardiec4ra Plrlr+>fh�, 8 Mob Deo \ .- I"c 801 qw-vxhd Ahlenue, Seatle, WA 98104 \ Te1206 ft4,_34W Fax 2061313.0398 \ SEE SHEET E3.2 1 1/2"C. FOR FUTURE FESCALATOR SrS rEM OR CONTINUATION 1 HP2-5,7 �, MCC-SLOCK 'H' 9.11 -- p O)(XX �. MM - I CLG. 1•C CLG. 1 w CLG. \ p CLG, SEE SHEET E3.5 1 V 1 O - 1"C FOR CONTINUATION �-- �t_ O O 0 M -- SEE SHEET E3.2 - - CLG {t�CLG. 0CLG. FOR CONTINUATION 1"C. 1 1 !� --� HP2-5,7 1 1 � 1 � I WASHINGTON SQUARE 00CLG. SHOPPING CENTEF 1 1"C. i M i TIGARD, OREGON ` OO 0 CLG- FOR 1 � 1 � 1 � 1 � WINMAR PACIFIC, INC. 11 i 1 1 � 11 NOTES THIS SHEET: I O 1 0 CLG. t O EXISTIN(: DUPLEX TWIST-LOCK RECEPTACLE LOCATED IN COFFERED CEILING. RELOCATE I 0 RECEPTACLE. 80X. CONDUIT, AND WRING DOWN 5' TO ACCOMODATE REMODELED CEILINGS. I O ALL NEW UNDERSLAB CONDUIT SHALL BE 3/4" I TRADE SIDE MINIMUM. fi I I I 1 O3 STUB LIP CONDUIT FOR MALL DIRECTORY 1 I II..C I - 1 I 1 { �7 O 10 CLG. IE i.11►1T< OO 0 CLG. I / 10 IN ORPORATED � m ati ` / I ar.r 1 � ENGINEERING HP2--5.7 r— " ,`•`1` 1"C. — I 8,10 ReVdOf13 I ft 04% SII Dnwlftn Sheet T* n COURT 2 , MALL 2 , COU R i MAL,.4 POWER AND SYSTEM PLAN Deem NPR Dw IS A ChKbd DW/NPR DoMAY S 1993 Job ft 92065.05.5 I E I 9311 ---� z C0_U_RT- -„ MALL 2 FLOOR PLAN COUFT 3 MALL 4 FLOOR PLAN _2.3 1/8' NO H E 3 . 3 � E2.3 1/8' = 1,_p• WASHING ION so RD.9SN SUP 93-0177 •tOFM I r 'I'll IS I1()(.UMI1-'NT IS LESS Pm 111 !11.711111111111111111� I' P I TAUGUST 30 1995 I ` LEGIBLE THAN THIS NOTATION, I1 �M11I 3 � "*l _ —`-'1 � 1 jlll f(T (] 7MJi j IT IS DUE TO THE QUALITY OF _ - I I Non w'twwr' THE ORIGINAL DOCUMENT. � ►�c o� � � s� 1 -- IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIIIIIIII�II�IIII�UIIIIIII�IIII IIII�IIII II!I�IIiI IIII�IIiI Iil lllllil IIII�IIII IIII�IIIilllll�lillhlll� IIIII I IIIIIl11�1U1 Il Illllll t l�lUl t t I t 9 9 Il�llll Ill�llll IIII�IIII Illi�il 1 t" LMN � a �a & Doo ES THIS SHEET: aul5ecaa Avenue, 5eetb, WA O EXISTING DUPLEX TWIST-LOCK RECEPTACLE TeIZOB 02-3400 Fax Z06 ' _OCATED IN COFFERED CEILING. RELOCATE RECEPTACLE, BOX, CONDUIT, AND WIRING DOWN 5' TO ACCOMODATE REMODELED CEILINGS. `f O ALL NEW UNDERSLAB CONDUIT SHALL BL 3/4" TRADE SIDE MINIMUM. L Q STUB UP CONDUIT FOR MALL DIRECTORY. - JL SEE SHEET E3,4/2 FOR CONTINUATION 1 WASHINGTON I SQUARE 3 3. SHOPPING CENTEF 126 i TIGARD, OREGON \ / 26 \ 26 SEE SHEET E3.5 Q 9rCLG. 1'C. 1 OCLC 0/ OCLG _� 1"C 0 0CLG. FOR CONTINUATION C 1.C. t HPC-1,3,5 � ` ` \ h _ � � ` � _ /26 FOR SEE SHEET E3.5 FOR CONTINUATION 7 � WMAR PACIFIC, INC.. I . I I r r / y T / / 30 / 0 OCLG\.\ / 1' I"C i 0128 ♦d PRnrl P S T a 1 �O t�!I3- IAM Q INTERFACE 'aw+'w'ka K ENGINEERING INCORPORATED ++ J / ReVMi" 1 O '0(-LC, fir- - - - -- — ------ -- I I Sheet Th MALL b , SEE PLAN AT RIGHT FOR CONTINUATION COURT 4 PARTIAL POWER AND SYSTEM PLAN DWWW NPR C11m .ISD 1COURT 4 FLOOR PLAN Cn.awa DWPr+�iPR MALL 6 FLOOR PLAN N _ CR ter MAY 5 1993 y job ma 92065.05.5 LEI 9311 >',lMM Ib1 W AIHINGTON RD.,96�6 E3 , 4 euv 99-0122 •2 of 98 AUGUST � I F' 'PHIS DOCUMFNT IS LESS 117 IT � T Tjl t T 711 117 T III 1p TTT 1111111117 TTI iT 117 T 1 1 II ;1I TI�('�� T'T Ei 1 ISI 1 J I 1� i'� 1L(LIIIrt11FI 11 GUST 30 1996 LEGIBLE THAN 'CHIS NO'I'A't'lON, — '*_L_" l — _ 1 - __8L�_ +=I-- a-- --- I -1 1' I S DUE 'I'U THE QllAl,l TY (1F - THE: ORIGINAL DOCUME:N'1'. ... ;,.,, '9 . f. L L £ 3 I Z 1 91 L 1 l 41 1 £1 Zl 11 1 L 9 9 i Ir.+� I [I,,, -;1I1i11 1111114 �IIII INlli411�111!II!I!Illlllllllhllllllllllll11111l111llllUlllllili!!I�Illlllll!�IIIIIIIII�UIIiIIIIII !Illlllllllllll�I111111II�UlIIW�lllllilllllilllllllllllllilllllllllllll II��I�IIIII►ll�l ��i�!I ��IWil I r; LMN SEE SHEET E3.3 FOR CONTINUATION. - - — _ - - _ _ _ - - - - - _ - - - - - - _ _ _ _ - - - - SEE SHEET FORCONTINUAON - Ard*pckm ftft Mob Deo CG. CL �CLG �CLG. ` - - - - - - - - - - - - - - 0CCLOCQ 0QG — ,l Amm - - - - - - - - - - - - _ _ _ - - - Te126ft-3AeoFu2N1343M 7 MALL 5 FLOOR _ PLAN "°R WASHINGTON SOLIARE SHOPPING CENTEF TIGARD, OREGON FOR WINMAR PACIFIC, INC. 3 3. 5 + / SEE SHEET E3.4 FOR CONTINUATION HPC-1.3.5;— _ .\ 01 �CLG � '/Hl ' — �`'.% �ty� 1 1"C. app \� 1 1 1"C. 3 c 1 `+ 3 _ QD W+CLc� 1 �CLG ,..C. �12 j OCLG. 1"C - Ora'G I — 5 / ti (- T INTERFACE `+�*+ ENGINEERING INCORFQRA'ED M II Na Deb M Ormrp9n stem Tk NOTES THIS SHEET: MALL 5 , MALL 6 -- --- - PARTIAL POWER �1 EXISTING DUPLEX TWIST-LUCK RECEPTACLE AND SYSTEM PLAN LOCATED IN COFFERED CEILING. RELOCATE RECEPTACLE, BOX, CONDUIT, AND HARING DOWN 5" TO ACCOMODATE REMODELED CEILINGS. O ALL NEW UNDERSLAB CONDUIT SHALL BE 3/4" - TRADE SIDE MINIMUM. NOW NPR or= TS W - V STUB UP CONDUIT FOR MALL DIRECTORY. cl Flo NPR MALL 7 COURT 5 _ FLOOR PLAN NQ 00 MAY 5 1993 1/8' = 1'-U' icbm 92065.05.5 I.E.I 9311 SMM ND. WA9NINGTON So.Ro.9503 eau 3-0In E 3 . 5 " ill r I t rr ) rr rr r 1 rrrtT� i 1 IF THIS DOCUMENT 15 LESS I jT1� Ii I I I 1 1 1 1 T1� ` " S I �( '� 7 _ I '�1 g I 1 7 T 1 I AUGUST 30 19 9 6 LEGIBLE THAN 'CHI.; NU'I'A'C1ON, I� 1 T�fi� r�TT� � _ � � T��, �� 111 t�j — — -- IT IS DUE TO THE: (111A1.1'I'Y OF THE ORIGINAL DOCUMENT. S 6 = L iuiluIi,III IItl111111111 uillulllii iilul lillili iiiili�u iiiiliii it a li�liulliuliu �u�� u �lullll�llll�l��l llllllillllllll�11111 6 MN r � 480V L J r i L J M • A A� ?UOA 3P 800AF 480/277V-30--4W PNL. 'DP' I , 801 SeC>aod Avenue, SWW WA 98104 Tel 206/692-3460 Fax 2081343-9(188 I SKVA 277-120/2A11V 10 D.T. 11RANSFORMER TIERNEY XCL105-SW13H 15 OR EQUVALENT. WALL MOUNT ADJACENT TO L - - - _ _ _ - _ - _ - - J PANEL IE. / 70A, 2POLE LOAD CENTER / 120/24OV, 10, 3W .. PROVIDE (2) 20A 1P C.B. a W .� - .� 2#12. 1 N12GR. 1/2"C.- r+1 v x x EXT. 2�►+0 1/2"C. 75KVA uj Uj PNL 480-208/120 v 0 IE _ F AC 3--4 iv �i N it � ' J IJ-BOX ON ►4EZZ. LEVEL 4 ly4/p-2 1/2"C.. -- AT FUTURE LOCATION 4 01/0-2 C. a -a ;L � 4 N4-1 1/4"C' ;�1 OF SECURITY OFFICE. (150A) rt a a (EXISTING) r -1 TO SECURITY OFFICE. I �\ EXISTING 4 55K W EXT MH EXT E y r E"xT EXT. G2410. 1/2"C PNL PN1. PNL NNt PNL 1 1/4 C. - --� 70/ GEN. HP HL-1 HLC. ALL HL (EXIST.) EXISTING 80A 3P ATS' 208/120v 480Y/277V WASHINGTON SQUARE PARTIAL SERVICE AND DISTRIBUTION ONE-LINE DIAGRAM SHOPPING CENTER MALL HOUSE LIGHTING AND POWER SYSTEM NO SCALE TIGAM, OREGON Pane, Schedule 1630 PANEL HP2 3 Phase 4 wire Voltage LL, 208 Voltage LG. 120 Pone( Schedule 1120 PANEL IE 3 Phase 4 Mire Voltage LL 480 Voltage LG. 277 r--- OC Devices, C B Devlct Faniiy DOLT-ON Mountln�- SURFACE Enclosure- NEMA 1 (3C Devices, C.B. Device Family- BOLT-ON Mounting- SURFACE Enclosure NEMA 1 Comments EXIST. Bus Rating- 100 Available Fault Duty- A 3 Phase Comments- EXISTING - J Bus Rating- 100 Available Fouit Dut;, A 3 Phase Ckt Description/ ■Load Criteriar Total Remarks Dtv-ce P Device R?morks Total *Load Criteria■ Description/ Ckt Cwt Description/ ■Load Criter an Total Remarks Device P Device Remarks Total ■Load Criteria■ Do-script ion/ Ckt . No Location Type Ea Oty Dem VA Amps P H Amps P VA Type Ea Oty Dom 1.ocatIor) No No Lecatlon Type Ea Qty Den VA Amps P H Amps P - VA Type Ea Qty Den Location No 1 DIRECTORY 1 1000 ■2■ 20 1 A 20 1 ■2■ 200 - 1 F.A. RELAY 2 1 EGRESS LIGHTING 2 3540 ■1• 20 1 A 20 I at 3540 2 EGRESS LIGHTING 2 3 EXIST. LTS 2 500 w2■ 20 I B 20 l n2■ 720 3 EXIST. REC. 4 3 EGRESS LIGHTING 2 3540 ■1■ 20 1 B 20 1 ■1• 3540 2 EGRESS LIGHTING 4 5 MALL RECEPTACLES 3 1500 ■Ir 20 1 C ?0 1 02 720 3 EXIST, REC 6 5 EGRESS LIGHTING 2 3540 010 20 1 C 20 1 +1w 3340 2 EGRESS LIGHTING 6 FO R- 3540 MALL RECEPTACLES 3 1500 ■1+ 20 1 Al 30 3 ■2■ 1000 1 H,W T 8 7 EXIST. LTG. 2 1500 ■2+ 20 1 A E0 I ■1■ 3540 2 EGRESS LIGHTING 8 9 EXIST. REC. 3 720 ■2■ 20 l B -- ■2■ 1000 1 - - 10 19 EXIST, LTG 2 1500 raw 20 1 B 20 1 r2■ 1500 2 EXIST, LTG. 10 11 EXIST. REC L3 720 ■2■ 2011�CI -- r2r 1000 1 --- 12 11 EXIST, LTG. 2 1500 022 20 1 C 20 1 nen ►500 2 EXIST. LTG 12 WINMAR PACIFIC, INC. _ - I 11 - 13 EXIST. LTG 2 1500 226 20 1 A 20 1 620 1500 2 EXIST. LTG 14 ENDUSE LOADS, PHASE A VA 3700 PHASE B vA 2940 PHASE C vA 3"40. 15 EXiST. LTG. ? 1500 62+ 20 1 B 20 1 ■24 1500 2 E%IST. LTG. 16 TOTAL LOADS CONNECTED KVA 10 6 DEMAND KVA 10.6 DESIGN KVA 10 17 EGRESS LIGHTING 2 3540 ■1■ 20 1 C 20 1 •2■ 1500 2 EXIST. LTG, 18 CONNECTED FLA 29 3 DEMAND FLA 29 3 DESIGN FLA 29 7 19 EGRESS LIGHTING 2 3540 ■1■ 1 2C I A 20 1 rlr 3500 l fA/SEC. XFMR. 20 21 EGRESS LIGHTING 2 3540 ■lr 20 1 B 20 1 ■26 15001 E EXIST. LTG, 22 rlr EXIST, C B NEW LOAD 23 EXIST. LTG. 2 1500 ■2+ 20 l C 20 1 620 1500 2 EXIST, LTG. 24 •c■ Ex .,T C S EXIST LOAD - TO REMAIN 25 EXIST. LTG. 2 1500 n2n 20 1 A 20 1 r2r 1500 2 EXiST, LTG. 26 27 EXIST. LTG. 2 1500 ■29 2011 B 20 1 020 - 15001t 2 EXIST, LTG. 28 29 EXIST. LTG, 2 1500,22m 20 1 C 20 1 r2r 1500 2 EXIST, LTG. 30 - - � - ENDUSE LOADS- PHASE A VA 25160 PHASE B VA 21120, PHASE C VA 21120 TOTAL LOADS- CONNECTED KVA 67 4 DEMAND KVA 67.4 DESIGN KVA 83 3 CONNECTED FLA 81 0 DEMAND FLA 81 0 DESIGN FLA 100 2 via EXIST. C.H.. NEW LOAD wee EXIST. C.3 EXIST LOAD - TO REMAIN Panel Schedule 1400 PANEL HLL. 3 Phase 4 wire VoItoge LL- 480 Voltage LG- 277 Panel Schedu�e 1100 PANEL HL -3 Phase 4 Wirt Voltage LL- 480 Voltage LGi 277 Panel Schedule 1300 PANEL HLC ` _- 3 Phase 4 Mire Voltage LL- 480 voltage LG, 277 DC Devices- C Device Family- BOLT-ON W Mounting- SURFACE Enclosure- NEMA I OC Devices, C.B. Devi�r Family BOLT-ON Mounting- SURFACE Enclosure, NEMA 1 OC Devices C B. Device Family- BOLT-ON Mounting SURFACE Enclosure NEMA Comments EXIST SPLIT BUS PNL Bus Rating, 225 Available Fault Duty A 3 Phase Commonts EXIST SPLIT BUS PNL Bus Rating- 400 Available Fault Duty, A 3 Phase Convents- EXIST SPLIT BUS PNL � Bus Rating 225 Available Fault Duty- A 3 Phase Ckt Descr ption/ +Load Crlteriar Total Remarks Dtv,ct P Device Rvmarks Total ■Lood Criteria■ Description/ Ckt Ckt Dtscrlption/ flood Criteria• Total Remarks DevicepP Devire Remorks Total ■Load Criteria■ Descrlpt10n/ Ckt Ckt Description/ ■Load Criterio■ Total Remarks Device P Device Remarks Total *Load Criterio■ Description/ Ckt No Location Type La Qty Dem VA Amps P H Amps P VA Type Ea Qty Dom Location No No Location Type Ea Qty Dem VA Amps P H Amps P VA Type Ea Qty Den Location No No Location Type Ea Qty Den VA Amps P H Amps P vA Typo Ea Oty Den Location No ---r- T 1 MALL LIGHTING 2 3590 win 20 1 A 20 1 rl■ 3590 2 MALL LIGHTING 2 1 MALL LIGHTING 2 3590 wt■ 20 1 A 20 l ■lr 3590 I 2 MALL LIGHTING 2 I MALL LIGHTING 2 3590 ■1■ 20 1 A 20 l rl■ 3590 2 MALL LIGHTING 2 3 MAIL LIGHTING 2 3590 ■1■ 20 1 B 20 1 ■1■ 3590 2 MAIL LIGHTING 4 3 MALL LIGHTING 2 3590 w1■ 20 1 B 20 1 ■1■ 3590 I 2 MALL LIGHTING 4 3 MALL LIGHTING 2 3390 ■3■ 20 1 B 2G 1 r3■ 33901 2 HALL LIGHTING 4 5 2 1000 ■2• 20 1 C 20 1 ■2■ 1000 2 6 5 MALL LIGHTING 2 3590 ■1• 20 I C 20 1 ■l■ 3590 2 MALL LIGHTING 6 5 MALI. LIGHTING 2 2690 ■1+ 20 1 C 20 1 ■1■ 3590 2 MALL LIGHTING 6 7 2 1000 ■2■ 20 1 A 2U 1 ■2■ 1000 2 8 7 SPARE 1 1000 20 1 A 20 1 ■2■ 1000 1 SPARE H 7 2 1000 ■2+ 20 i A 20 I ■2• 1000 2 8 9 2 1000 ■2w 20 1 B 20 3 ■1■ 2080 2 MALL LIGHTING 10 9 SPARE 1 1000 20 1 B 20 1 1000 1 SPARE i0 9 2 1000 ■2■ 20 1 B 20 1 ■2■ 1000 2 10 11 2 1000 ■2■ 20 1 C - ■1■ 3000 -^IMALI. LIGHTING 12 i1 SPARE 1 1000 20 1 C 20 II 1000 1 SPARE 12 11 2 1000 ■2■ 20 1 C 20 1 r2v !000 2 12 13 MALL LIGHTING 2 ■1• 20 3 A - ■►r 3020 2 MALL LIGHTING 14 13 MALL LIGHTING 2 3460 rl■ 2U I A 20 I 1000 1 SPARE 14 13 MALL LIGHTING 2 1950 rl■ 20 3 A 20 1 w2■ 1000 2 14 1S MALL LIGHTING 2 ■1+ -- B 20 3 ■l■ 4150 2 MALL LIGHTING l6 15 MALL LIGHTING 2 3370 ■lr 20 3 B 20 31.1• 1820 2 MALL LIGHTING 16 15 MALL LIGHTING 2 1930 ■1■ 20 3 B 20 3 ■1■ 3120 2 MALL LIGHTING 16 17 MAD LIGHTING 2 rl■ -- L -- ■1■ 810 12IMALL LIGHTINC 18 17 MALL LIGHTING 2 3000 ■1■ -- C MIN 2080 I 2 MALL LIGHTING 18 17 EXTERIOR SIGN 2 300 nl■ 20 3 C 20 3 ■1• 1640 2 MALL LIGHTING 18i Iq 2 1000 ■2• 20 1 A *l■ 2590 2 MALL LIGHTING 20 19 MALL LIGHTING 1 2 3000 ■1r A - Irl■ 1560 2 MALL LIGHTING 20 19 MALL LIGHTING 1460 ■1n 20 3 A 20 3 ■1■ 2380 2 MALL LIGHTING 20 21 2 1000 ■1■ 2U 1 B 20 I r2r 1000 2 22 ?l 0/S MAIN ENTR. I 2 34b0 ■i■ 20 3 B 2G 3 •l• 1460 2 MALL LIGHTING 22 21 MALL LIGHTING 2 2250 ■1• 20 3 B 20 ? •i■ 1950 2 MALL LIGHTING 221 23 2 1000 ■2■ 20 1 C 20 1 ■2■ 1000 2 24 23 MALL LIGHTING I 2 1900 rlw C ■1■ 2470 2 MALL LIGHTING 24 23 MALL LIGHTiH< I 2 2ie0 ■Ir 20 3 C 20 3 ■1■ l'a50 2 MALL LIGHTING 24 ►BCffJ 25 2 1000 ■2■ 20 1 A 20 1 03r 1000 2 SPARE 26 25 MALL LIGHTING 2 2990 aim -- A - will 3120 2 MALL LIGHTING 26 23 2 1000 ■2■ 20 1 A 20 1 ■2■ 1000 2 26 27 2 1000 ■2■ 20 1 @ 20 1 ■3■ LOCO 2 SPARE 28 i'.7 EXISTING LOADS 2 1000 ■2n 20 1 B 20 1 r2■ 1000 2 EXISTING LOADS 28 27 2 1000 ■2r 20 1 B 20 1 ■2■ 1000 L 281 ��` NTjR 29 2 1000 ■2r 20 1 C 2U 1 r3• IOCG 2 SPARE 30 29 EXISTING LOADS 2 1000 020 20 1 C 20 1 men 1000 c EXISTING LOADS 30 29 2 1000 ■2r 20 1 C 20 1 ■2• 1000 2 332 0 31 PLANTER LTS 2 1300 ale I 20 ! A 20 i ■2■ 1000 I 2 32 31 EXISTING LOADS c 1000 w2■ 20 1 A 20 1 ■2■ 1000 2 EXISTING LOADS 32 31 2 1000 r2■ c'0 1 AI 30 1 ■2■ -500 2 WEST PLANTERS S4 33 PLANTER LTS 2 1300 ■I■ 2011 IBc0 1 ■2■ 1000 12 34 33 EXISTING LOADS 2 1000 see 20 1 B 20 1 ■2■ 1000 2 EXISTING LOADS 34 33 I 2 1000 ■2■ 20 1 AI 30 1 ■1■ 2080 2 OUTSIDE BUILDING Ci4 35 OUTSIDE LTS 2 3460 ■l■ I 20 LC 20 l w2■ 1000 2 36 35 EXISTING LOADS 2 1000 ■2■ 20 LIC 20L�626 1000 2 EXISTING LOADS 36 35 2 1000 ■2r 20 1 C 20 1 ■1+ 2340 2 OUTSIDE BG:LDING :16 ,37 EXiS' XFMR-TRASH R i 1000r2■ 15 3A 20 1 ■2■ 1000 1j 2 38 37 EXISTING LOADS 2 1000 n2■ 20 1 A 70 127781 BUS* 1110 $$ATS 38 l7 2 1000 ■2r 20 1 A 20 l ■2r 1000 2 40 19 39 - I 1 1000 B 20 1 ■2■ 1000 2 10 39 EXISTING LOADS 2 1000 n2+ 20 1 B 27781 HUS* 1110 ffA1S 40 39 2 1000 ■2■ 20 1 H 20 1 r24 10;0 2 42 v 41 --- 1 1000 -- C 20 1 ■2r 1000 _ 2 _-i, 142 41 EXISTING LOADS 2 100 n2■-_ 20 1 C 27781 HUSH 1110 fsATS _ 42 41 2 1000 ■2• 2U 1 C -20 ! ■2• 1000 2 ENDUSE LOADS PHASE A vA 22090 PHASE B VA 22710 PHASE C VA 17270 ENDUSE LOADS, PHASE A VA 27310, PHASE H VA ?4290 PHASE C vA 23630. ENDUSE LOADS PHASE A VA 22470. PHASE B vA 25530. PHASE C VA 21870 TOTAL LOADS CONNECTED KVA 62 0 DEMAND KVA 62 0 DESIGN KVA 76 8 TOTAL LOADS- CONNECTED KVA 142 5 DEMAND KVA 142 5 DESIGN KVA 175 6 TOTAL LOADS- CONNECTED KVA 69.9 DEMAND KVA 69 9 DESIGN KVA 87 3 CONNECTED FLA 74 6 DEMAND FLA 74 6 DESIGN FLA 92 4 CONNECTED FLA 171 5 DEMAND FLA 171 5 DESIGN FLA 211.2 - - CONNECTED FLA 84 0 DEMAND -LA 84 0 DESIGN FLA 105 1 V i- T�- .sae ++e■�.■ 1 * IN UN ACE _ -__- ■1■ EXIST C.A. TO REMAIN, NEW LUAU ENGINEERING ■le EXIST C B. TO REMAIN, NEW LOAD ■1■ EXIST C B. TO REMAIN, NEW RAD sa •2• EXIST. C H EXIST LOAD TO REMAIN w2■ Ex1CT. C.B., EXIST. LOAD - TO REMAIN INCORPORATED ■2■ EXIST C B., EXIS1 . LOAD - TO REMAIN ■3■ EXIST SPACE. PROVICE NEW 20/1 C B ---- ■3s REPLACE EXIST. 20/3 C B W/ (3) NEW 20/1 r3r PROVIDE NEV 20A/1P C.8 Panel Schedule 1620 PANEL HPL 3 Phase 4 W,re voltage LL, 208 Voltage LG, 120 Panel Schedule 1600 PANEL HP 3 Phase 4 Wire Voltage LL 206 Voltage IG. 120 Panel Schedule 1610 PANEL HPC 3 Phase 4 Wire Voltage LL, 208 voltage LG, 120 OC Devices C B. Devitt Family- BOLT-CIN Mounting SURFACE Enclosure- NEMA 1 OC Devices- C.B Devlco Family- BOLT-ON Mcunting SURFACE Enctosurt, NEMA i UC Devices- C.B Dvvice Family- BOLT-ON Mounting SURFACE Enclosure NEMA 1Comments, EXIST Bus Rating, 100 Available Fault Duty- b 3 Phase Lonnents EXIST 200 M,C.B --- Bus Rating 223 Available Fault Duty! A 3 Phase Comments, EXISTING _ Bus Rating- 100 Available roup Duty A 3 Phase r I rl r 1 t 1 Remarks Device P Device Remarks Total rLood Criterion pescrlption/ Ckt Ckt Description/ ■Loor) Criterion Total Remarks Device P Device Remarks Total ■L.oarl Criteria■ Description/ Ckt Ckt Description/ ■Load Criterion Total Remarks Device P Device Remarks iota) Typed Criterio■ Description/ Ckt Cot Location Load Cr tf o 0 0 No Location Type Eo Qty Don VA Amps P H Amps P VA type En Qty Den Location No No Location 'type Eo Qty Den VA Arps P H Amps P vA Type Eo Qty Den Location - No No location Type Ea Qty Den VA Arps P H Amps P VA Type Ea Qty en Location --T- i MAL. RECEPTACLES 3 1500 ■1■ 20 1 A ?0 l 025 a 7�0 3 EXIST. RECEPTACLES 2 1 EXISTING RECEPTACLE 3 720 020 20 1 A ?0 1�■ 720 3 EXISTING RECEPTACLE 2 1 MALL RECEPTACLES 3 1300 ■1• en I A 20 1 a 7c'0 l EXIST LOADS 2 3 MALL RECEPTACLES 3 IS00 ■1■ 20 1 H 20 1 ■2■ 7e0 3 EXIST RECEPTACLES 4 3 EXISTING RECEPTACLE 3 720 w2n 2U 1 B 20 1 ■2■ 720 3 EXISTING RECEFTACLE 4 3 MALL RECEPTACLES 3 1500 ■1• 20 1 B 20 1 020 720 3 EXIST RECEPTACLES 4 5 MALL RECEPTACLES 3 1500 ■1• 20 1 C 20 l ■20 720 3 EXIST RECEPTACLES 6 5 EXISTING RECEPTACLE 3 720 02n 20 1 C ?0 1 ■2n 720 3 EXISTING RECEPTACLE b 5 MALL RECEPTACLES 3 1500 ale 20 1 C' 20 1 ■�■ 720 3 EXIST RECEPTACLES 6 7 BANK RKIOSK I 1000 420 20 1 A 20 1 ■2■ 720 3 EXIST. RECEPTACLES 8 7 ExiSt1NG RECEPTACLE 3 720 r2■ 20 1 A 20 l r2■ 720 3 EXISTING RECEPTACLE 8 7 EXIST. RECEPTACLES 3 720 ■2■ 20 11A 20 1 r2■ 720 3 EXIST RECEPTACLES 8 9 BANK KIOSK 1 1000 020 20 1 B 20 1 ■2■ 720 I 3 EXIST RECEPTACLES 10 9 EXISTING RECEPTACLE 3 720 028 20 1 B 20 1 r2w 72f 3 EXISTING RECEPTACLE 10 9 EXiST, RECEPTACLES 3 720 ■?■ 20 1 B 2.0 1 620 120 3 10 11 SPARE r2r 20 1 C 20 1 ■2r 720 3 EXIT. RECEPTACLES 12 11 EXISTING RECEPTACLE 3 720 620 c'0 1 C 20 1 420 720 3 EXISTING RECEPTACLE 12 I1 EXIST, RECEPTACLES 3 720 ■2■ 20 1 C 20 1 020 1500 9 WATER COOLERS 12 --- 13 EXIST, RECEPTACLES 3 720 ■2• 20 1 A 20 1 ■2■ 720 3 EXIST. RECEPTArLES 14 13 OIL HEATER - CHICLE 1 1003 w2■ 20 1 A 20 1 020 500 1 2 EXISTING LTS 14 13 EXIST, RECEPTACLES 3 720 ■26 20 1 A 20 1 020 720 3 EXIST RECEPTACLES 14 1S EXiST RECEPTACLES 3 720 ■2■ 20 1 B 20 1 626 120 3 EXIST RECEPTACLES 16 15 OIL HEATER - CHILLE t 1000 r2r 20 1 B 20 1 020 700 9 TRASH ROOM DOOR 16 15 EXiST' RECEPTACLES 3 720 w2• 20 1 H 20 1 ■2■ 720 3 EXIST RECEPTACLES 16 17 EXIST RECEPTACLES 3 7?.0 r2• 20 1 C 20 1 ■2■ 720 I 3 EXIST RECEPTACLES 18 17 OIL HEATER - CHILLE 1 1000 ■2■ 20 1 C 20 1 r20 700 9 EXISTING PUMP 18 17 EXIST RECEPTACLES 3 720 ■2r 20 1 C 20 t ■2■ 720 9 EXIST RECEPTACLES 18 19 SPARE ■ln 20 1 A 20 t ■2n 1500 1 DIRECTORIES 20 19 EXISTING RECEPTACLE 3 720 020 2011 A 20 1 024 720 3 EXISTING RECEPTACLE 20 19 EXIST RECEPTACLES 3 720 029 20 1 A 20 1 ■2■ 1500 9 WATER COOLERS 20 21 WATER COOLERS ° 1500 ■26 20 1 B 20 1 020 720 3 EXIST RECEPTACLES 22 21 POSE OFFICE 1 1000 920 150 3 H 20 1 ■2■ 720 l 22 21 EXIST RECEPTACLES I 3 720 ■2■ 20 1 H 20 1 ■2■ 720 3 EXIST RECEPTACLES 22 - 23 H W r l 1500 r2■ 30 2 C ^0 1 ■20 720 3 EXIST, RECEPTACLES 24 23 --- 1 1000 ■20 - C 20 1 ren 720 1 24 23 EXiST, RECEPTACLES 3 720 ■2r 2U 1 C 20 1 ■2■ 720 3 EXIST RECEPLAC ES 2♦ - 25 1 - A 20 1 ■3■ 1000 3 HALL RECEPTACLES ?6 25 EXISTING LiGHTS 2 500 ■2• 20 1 A 20 t 820 720 3 EXISTING RECEPTACLE 26 25 EXIST RECEPTACLES I 3 720 ■2■ 20 1 A 20 1 920 720 3 Ex1ST, RECEPTACLES 26 Him DOW M Dr$ut'�L 27 MALL RECEPTACLES 3 1000 war 20 1 B 20 1 439 1000 3 HALL RECEPTACLES 28 27 EXISTING RECEPTACLE 3 720 826 I 20 1 B 20 1 n2■ 1000 1 EXISTING H.W,T 28 e7 3 720 ■2■ 20 1 B 20 1 ■2• 720 3 EXIST. RECEPTACLES 29 3 720 ■2■ 20 1 C 7.0 1 ■2w 720 3 EXISTING RECEPTACLE 30 29 DIRECTORY 1 1000 ■2■ 20 1 C 20 I ■2■ 1500 3 CART, RECEPTACLES 30 29 MALL RECEPTACLES 3 1000 036 ?0 1 (1. 20 1 830 1000 3 MALL RECEPTACLES 30 29 EXISTING RECEPTACLL 3 CART. RECEPTACLES 321 �W Tft _ 31 $$PANEL HP2 BUS* 1630 3560 020 50 3 A 20 l ■2■ 1500 2 EXISTING LIGHTS 3e 31 DIRECTORY 1 1000 620 20 1 A 20 1 ■20 1500 ENDUSE LOADS- PHASE A vA 7880 PHASE B VA 9600 PHASE C. VA 8600 33 $$PANEL We BUS* 1630 3560 _ B 20 1 ■2n 300 2 EXISTING LiGHTS 34 33 BANK LIGHTS. MODEM l 1000 •2■ 20 I B 20 1 r2■ 'LO 3 34 TOTAL LOADS' CONNECTED KVA ?b 0 DEMAND KVA 21 2 DESIGN KVA 21 2 35 $$PANEL HP? BUS* 1630 3560 ( C 20 1 ■2■ 720 3 36 33 EXIST RL:CEPTACLES 3 720 ■2■ 20 1 C 20 1 ■2■ 500 2 CART. TIGHTS 330 6 CONNECTED FLA 72 1 DEMAND FLA 38 8 DESIGN FLA 58 8 - -�_ ` i-_ I 37 $$PANEL HPC BUSH 1610 9423 620 70 3 A 100 3 026 7065 BUSH 1620 $$PANEL IPL 36 37 H.w T 1 1500 ■2■ 20 1 A 20 1 628 600 2 EXIST. ITS 40 ONE - LINE J 39 $$PANEL HPC BUS* 1610 9423 B 7065 �JSN 1620 $$PANEL HPL 40 39 3 720 020 20 I B 20 1 ■?■ 720 3 40 r1r EXIST C,B NEW LOAD _ -- - _ _ - 41 $$PANEL HPC BUS* 1610 9423 - C - 7065 BUS* 1620 $$PANEL HPL 42 41 3 720 •2+ 20 1 C 20 1 620`-- 720 3 - 42 ■2r EXIST. C.D., EXIST. L-OAD TO REMAIN ENDUSE LOADS- PHASE A VA 7540 PHASE B VA 8520. PHASE C VA- 8460. ENDUSE LOADS- PHASE A VA 13360 PHASE B VA 11140, PHASE C VA 12480 DIAGRAM , ■3■ PROVIDE NEW 20A/IP C B TOTAL LOADS- rdOECTED KVA 97 8 DEMAND KVA e,9 4 DESIGN KVA 70.3 TOTAL LOADS- CONNECTED KVA 36.8 DEMAND KVr 28.0 DESIGN KVA 28 3 L -� CONNECTED FLA 271 4 DEMAND FLA 192 7 DESIGN FLA 195 2 - _- - CONNECTED FLA 102 2 KMAND FLA 77.7 DESIGN FLA 78 5 --1 PANEL S C H E D U L E S 111■ EXIST, C•S., NEW LOAD / n?■ ExTST. C,B., EXIST LOAD 10 REMAIN i DB�M4 NPR Dro m Ts Cfuol11Bd DWP/kPR DO MAY 5 1993 VJA9NLlWT� pD 9585 1-0127 � JOp110L 92065.05.5 LE I. 9311 1up os VS t 8M11 NOL E4 . 1 �T�T�r�� r�r�r�� r�T�t�r�T�t� _,.R.-....r.w,n."...�w rn-Mr-4Wr •� IF THIS iXTCUAENT IS LESS 1TiTir ,�,1F �' I � ' I g ' I ' T�T��,I I I11111111 T� Ip � i AUGUST 30 1995 r LhISISLE THAN THIS NOTATION, � T __'*l-®.- _- _-_ _ ol_ �9 IT IS DUE TO THE QUALITY OF THE ORIGINAL i0CUMENT. II� �II I l ILII ILII ILII IIIIIIIII IIIIIIItollIIIIIII IIIIIIIII IIII�illl llll�llll IIII�IIIIIIIIIIIIII III!�illlllllll III IIII�IIII IIII�IIII Illl�lllllllllllllll�lllullll III!�llil I ll��ll I i lll I 'Iulull��u uu1�1119 IIIIIIIII�III�IIIi� ll k , SKYLIGHT DAYLIGHTING PHOTO DETECTOR CONTROLLER PILOT DUTY CONTACT MN 1 -- -- - - 4#10, 3/4" C. - - DAYLIGHTING _ DAYLIGHTING -- -----''- -'-'---' - � - � TO HONEYWELL BUILDING CONTROL SYSTEM i IN AREA 'H' MEZZANINE LEVEL. EXTERIOR LIGHTING ExTER+UR LIGHTING PHOTOCELL EXTERIOR LIGHTING INTERIOR LIGHTING INTERIOR LIGHTING i -- ------.-._ _-- _ _ _—__ _ __._�-_______ CTRL CK1. NEUT. .._.-- CTRL. CKT, NEUT. -- -------- Afd1>I6Ct11A, NIMU S Itrh+rKY C)AeW 901 Second Avow, `oatb, hWsA� 981.0�40 � INTERIOR MALI Tel 206 /682-34130 Ra 206 rA3�+'�� T1ML SIMTCH NORTH END CONTROL PANELS HLL, HPL IE-17 N _ CONTACTOR HPLI CONTACTOR HLL3 CONTACTOR HLL1 CONTACTOR HLL2 OUTSIDE LIGHTS MALL DIRECTORIES DOWNLIGHT� CHANDELIER - INDIR LTS. MALL NORTH ENTREE WELL REG. D HT AT SKYLIGHTS ��- ...--_SQUARE-D L0-60 SERIES AT SK YUG S --SQUARE-0 LO-60 SERIES t----SUUARE DLO-60 SERIES OR APPROVED EQUIVALENT SQUARE-D 10--60 SERIES OR APPROVED LOIJIVALENT OR ALE. 2 ED EQUIVALENT OR APPROVED EQUIVALENT 6-POLE. 20A CONTACTS, 6-POLE, 20A CONTACTS. O POLE. VE CONTACTS, 6-POLE, 20A CONTACTS, 277V Cc: L. 271'd COIL 277V COIL. ( I 277V COIL. I I CONTROLLED LOADS HPL-20 I MALL DIRECTORIES HLL-12 II CONTROLLED LOADS "'"�"I HLL-1 ( CONTROLLED LOADS HLL-31 I Y' I I ( I I HPL-i --�------�{�------- CONTROLLED LOADS TI CONTROLLED LOAD` HLL-33 I CONTROLLED LOADS HLL-14 CONTROLLED LOADS - HLL-3 { I I { CONTROLLED LOADS HLL-35 CONTROLLED LOADS hpL-3 �( CONTROLLED LOADS HLL-18 I�- -' CONTROLLED LOADS -" HLL=. I L� HPL-5 I{� CONTROLLED LOADS r HLL-20 ; �ll r CONTROLLED GOADS - HLL 4 -�--�' CONTROLLED LOADS SPARE l l r WASHINGTON }- 1{ CONTROLLED LOADS —i I I I SPARE I HPL- CONTROLLF LOADS SPARE 1 HLL-13 I �I� - HPL- I f UARE CONTROLLED LOADS SQ i SPARE -----{I� SPARE I � J HLL--15 { CONTROLLED LOADS 4------ - N N SHOPPING CENTS rN " N N IJ i TIGARD, OREGON N DAYLIGHTING _ pAYLIGHTING EXTERIOR LIGHTING — i - — FOR. INTERIOR LIGHTING a CTRL CKT NEUT WINMAR PACIFIC, INC. CTRI_ CKT NEU' CENTRAL AREA CONTROL CONTACTOR HL2 PANELS HL, HP CONTACTOR HL3 CONTACTOR HPI CONTACTOR HL1 MALL DIRECTORIES OUTSIDE LIGHTS DOWNUGHTS CHANDELIER - INDIR. I.TS. MALL NORTH END TREE wFII REG. AT SKYLIGHTS AT SKYLIGHTS - LIQ-60 SERIES -f--SQUARE-D LO-60 SERIES ` L I— -- -_-- SQUARE-D LO-60 SERIES -�_,I_ A- ORP PPROVED EQUIIVALENT - SQUARE-D LO-60 SERIES 0 OR APPROVED EQUIVALENT 6-POLE, 20A I OR APPROVED EQUIVALENT 6-POLE, 20A CONTACTS, 6-POLE, 20A CONTACTS, 277V COIL. 277V COIL. i 27w COIL. 277V COIL. i I HL-13 �" -"--�i CONTROLLED LOADS -- HP2-5 MALL DIRECTORIES CONTROLLED LOADS HL-2CONTROLLED LOA ---rt'-- �I CONTROLLED LOADS -7 iDS � �I I J HL-21 SPARE ---+I CONTROLLED LOADS HP2 ( HL-26 � 1 �----j CONTROLLED LOADS — HL-4 CONTROLLED LOADS I -- CONTROLLED LOADS _ HP2-9 -�'- I CONTROLLED LOAD II CONTROLLED LOADS SPARE HL-CONTROLLED LOADS CONTROLLED LOADS HL--23 _�I SPARE HP2-1`1 CONTROLLED LOADS HL- _ HL-25 { I J I F-� SPARE I I CONTROLLED l.0AD5 SPARE -I) COr�TROLLED LOAD I SPARE 1 ( SPARE {� SPARE I ISFARE CONTRi LLED LOADS f - CONTROLLED LOADS SPARE 11 L SPARE I I __ N ` --- N N N DAYLIGHTING _— INTERFACE w11Iw "►" ' K ,aw rw — EN.;INEERING DAYLIGHTING tNCCRNORATED EXTERIOR LIGHTING poolio 18 NTERIOR LIGHTING CTRL Ck l NEUT - ,TRL Ck.T NFUT -�_- --.- - SOUTH END CONTROL - - PANELS HLC, HPC CONTACTOR HLC3 CONTACTOR HPCI - s CONTACTOR HLC1 CONTACTOR HLC2 OUTSIDE LIGHTS MALL DIRECTORIES CHANDELIER - INDIR LT5 �� TREE WELL REC. - DOVNL!GHTS AT SKYLIGHTS MALI_ NORTH END �—__ �_ ___ � Deb � ---- -SQUARE—D LO-60 SERIES AT SKYLIGHTS ---- ---- SOU ARE-D SMO-4 SERIES OR APPROVED EQUIVALENT 3111111111111 TB ---SQUARE-D LO-60 SERIES --SQUARE-D LO-60 SERIES OR APPROVED f UUIv4I ENT OR APPROVED EQUIVALENT C 6-POLE, 20A CONTACTS, OR APPROVED EQUIVALENT 6-POLL, VE CONTACTS, 5-POLE' 30A CONTACTS, 277V COIL. L6-POLE, 20A CONTACTS, 277V COIL I 277v COIL I 277v COIL , LIGHTING 1 NPC-20 I MALL DIRECTORIES -� CONTROLLED LOADS '- HLC-i '-' `F CONTROLLED LOADS HL-C-32 I CONTROLLED LOADS HLC-13 -� HPC-1 --- �I f-- CONTROLLED LOADS I V U h 1 R O L I HL.(,- - I CONTROLLED LOADS HLC-15 �I CONTROLLED LOADS HLC-3 �I}-- CONTROLLED LOADS I - Y I I DIAGRAMS ( NlC-36 �I CONTROLLED LOADS �-" HPC-3 I CONTROLLED LOADS { NLC-5 I CONTROLLED LOADS MLC-19 I CONTROLLED LOADS I 1 HLC-17 �IF CONTROLLED LOADS NPC-5 -�- -'1�—"'IIF-- CONTROLLED LO.AOS I CONTROLLED LOADS - HLL-2 CONTROLLED LOADS i HLC-20 I� I SPARE —�IF -' HPC-26 }.----Ii CONTROLLED LOA05 Q�� - NPR I CONTROLLED LOAD:, HLC-4 I CONTROLLED LOADS -M HLC-23 I I I--- ._..--•-- - � TS* HPC-28 r�l CONTROLLED LOADS SPARE --�I�-- - NLC-6 — �^ I - I CONTROI.LEO LOADS `- C�MCA,9d- OW/NPR N MAY 5 1993 N N -- ---- --- - N Job N& 92065.05.5 111 9311 N - N N N --- N _ >s N " _ E 4 . 2 WASHINGTON SO RD.956S BUP 93-01?1 •5 Of W 1 F' rii I s DOCUMENT I sit ass 7T717 TT1 TTI rTTTT1T 477r 7'7 �� TTJTjijrjt P 11 rT 11177711 AUGUST 30 1995 LhGIBLE THAN 'r1fls NO'I'A1'ION, - - -- -- -- h.r !'Wiz"" -_ , . 11' IS Dt1K '1'U THE QU:11,II'Y OF ORIGINAL r. (,1 NA L Ix)CUMi;N r. It I l� 1 �9 lllilll I � 1 IC ' jl r.,M , Illll Iilfulll Illl�llll Illllll llll�llll(III�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IiII IIIt�IIIIIIiI, IIII IIII�i!II IIII�IIII IIII�IIII IIII I IIII�IIII�lll�lllll{Illllllll llllll�fjjlWil cul 11111u ul uu uu uil lul uu a�+iiil 111 IIII IIII I►II Il rNi Iiilliilil�►ti _ 3/4"C.O. LMN � I I I I i `-- 4" SO BOX-PAINT RED MOUNT IN ACCESSIBLE AREA ABOVE CEILING AT - NEUTRAL PIER f TYPICAL LEASE -- _ SPACE NEUTRAL 1 PIERFUTURE LEASE SPACE 12" X 12" X 4" NEMA-1 BOX NTH MOUNTIING PAN IN BACK. \ — `- 3/4"C. W/ SIGNAL SIGNAL CONDUITS TYPICAL ZONE WIRING ' PAINT RED. ArC�CU4 �I� &t1mk DcxW LEASE \\ _ GUI -AKXAU AMM Amik WA SM SPACE TeM 0-2-3M Fax 2W r343 J'M FUTURE CONDUITS FOR ' \ LEASE SPACE SIGNAL DEVICES J - �-- COIL M'NIMUM 12" SIGNAL _ ZONE HARING IN BOX a 1 ('-2F.A. TERM BOX LOCATIONDETAIL_ _ 3 F.A. TERMINAL BOX DETAIL NOTE PROVIDE F.A SIGNAL TERMINAL BOXES 4 (TYPICAL) MOUNT IN ACCESSIBLE AREA ABOVE CEILING AT � AS SHOWN IN THE TYPICAL ARRANGEMENT ABOVE NEUTRAL PIER. THROUGHOLIT THE MALL BUILDING. a I.' WASHINGTON SOUARE 2 SHOPPING CENTEF EXISTING PANELS HL.L, HPL I FLOW-ZONE N0. 2 CORRIDOR IN ACCESS I I TAMPER—ZONE NO, 9 TIGARD, OREGON I _ J F (SUPERVISORY) GENERAL_NOTES: ._/ A SEE LIGHTING PLANS. E2.1, THROUGH E2.5 THROUGH ' E2.5FOR O POWER TO SMOKE HATCH RELEASE MECHAN 1 S. B. UNLESS OTHERWISE NOTED, THE F.A. SIGNAL SPEAKER/ F / STROBES IN THE MALL SPACE SHALL BE LOCATED ON FOR THE CEILING. SEE CEILING PLANS All THROUGH A3.5 r I FOR EXACT LOCATIONS. EXIST.NG CONDUIT I WINMAR PACIFIC, INC. TO P.I.V. � I � ' I \ '�^ TONE NO. 1 i EXIST. 1 .1—BOX ra FLOW-ZONF. NO. 3 TAMPER-ZONE NO. 10 (SUPERVISORY). FLOW-ZONE NO. 5 EXIST. TAMPER- 70NE NO. 12 FIRE SPR. — FLOW-ZONE NO. 4 (SUPERVISORY). F SUPERVISORY TAMPER-ZONE NO. 11 / PNL (SUPERVISORY). � i— PROVIDE NEW H.R. TO / MAIN ) ZJ O RM #7 B. RM ^ } NEW I F.A.C.P. I 3 SIGNAL ZONES (LOCATION OF NORTH, CENTERAL, / f REMOTE RADIO I SOUTH.CONTRI EO HATD SMOCHI / I '~�� / EXISTING PANELS <� �` .01 IHLC, HPC IN ACCESS RELEASE :iv.?ATOR ( / CORRIDOR. I y►9't L I AM 1 I / I I ! \ ( INTERFACE J ENGNEERING 1 INCORPORATED �iwd I EXISTING Ib MF ---- --_—_-- U.G CONDUITIrrid I � � (TYPICAL). � I 1 I FLOW ZONE NO. 7 /MCC I 1 TAMPER ZONE NO. 14 EXISTING PANELS HL, HP, HP2, IN �`�`� _ — ..- _ — �(F� ELECTRIC ROOM J — _ ��JJ r ON MEZZ LFVEL � - - - - ------- ------ MAX':- CONNECTIONS FLOW-ZONE NO. 6 Tr !lELOCATED TRASH TAMPER-ZONE NO. 13 -- " _--- --" -- — --- FLOW-ZONE NO. 8J COMPACTOR "a Ow ar Oemergon CONNECT EXIST. SMOKE DE T'S (SUPERVISORY). TAMPER-ZONE N0. 15 -- IN BLOCK 'H' ELECT RMS ON MEZZ. LEVEL _ (SUPERVISORY) TO NEW FA SYSTEM ZONE NUMBER 16. ShW T% FIRE AI ARM PLAN - FULL MALL ELECT - RICAL PLAN OeI1Md NPR DrW TSW CIMdW DWP/NPk — FIRE ALARM PLAN FULL MALL ELECTRICAL PLAN NOH or. MAY 5 19t'3 46 SCALE: 1" 50' — Job Na 92065.05.:5— I.E.I. 9311 WASHINGT(1N SU ND .SBS S"Na BUP pJ-0122 so OF W E. 4 . 3 IF TI!I S DOCUMENT IS LESS 7771T77 � T r T�T 1 I I I m T 111111 TjI F 1 4 _ 6 � � _— 1 1 y1 �'�T 1 11� AUGUST 30 1996 I LEGIBLE 7'IIAN THIS No 'FATION, 1'1' IS DUE 'IV) THE QUALITY OF "°'° .,- 'I'lIE ORIGINAL Ix)CUMl.N'f. � - ( IIIIIIIIII IIIIIIIII ill0 IIII�IIII IIII�IIII Illlllllilllllllllilllllllillllllllllllilllllu lilililllllllllllu illllllll illllllll illllllllll'lllllfit,II�IUI IIIIIllI ' ` ' uu� ` 9 ' 9 W�i,►li�ii�►�i�il►li i►►illll►illihil k 1 t 't LMN 32, (31 30 29 C28 27 26 2.5 2.4 23 22 21 OH — 4— -4 ! I I I I I I I I I I J — 0Seoorxl AS�IeWA NOTE. _ 1 . EXISTING: T & D MODEL64-05-F SLOT DIFFUSERte1206 /OW-4460 Fax 206 /343-0368 28'-0" LONG. W/(7) 10" CONNECTIONS TO 9" X12" 300CFM CONTINUOUS ULOTEp,HEADER DESS D E,CH WITH MVD. r ---- - LINEAR DIFFUSERS TO BE REMOVED, CLEANED AND —1 REUSED. PLENUMS T BE REPLACED TO MATCH NEW CLG. HEIGHT. (TYPICAL ALL L.INEARS) I 2. EXISTING CEILING DIFFUSERS TO BE CLEANED AND RELOCATED. I I I I 1 , I I I I I I I i i I I 20 19 18 17 1'6 15 14 13 12 11 10 9 i I I I i I I I I I WASHINGTON SQUARE I SHOPPING CENTER ENTRY #2 — I i I I I I ! I _ I I ! I ! I _ _- � i•_ � i � TI GARD, OREGON I I I f ! I I I I RELOCATED I 0 1 • • ° _ I I I ( I f I I I LOMAT 1 t ( ELEt DUCTI I HEA ER 15 KW. 12"X12" C.D. FOR 5 CFM EA. i I I I I I I I t I i REL CATE IF REVD. I 4� I I I I I I I S E NOTE N0. ABOVE _ _ — — { WINMAR PACIFIC, INC. YP (E) 2 10 \ E 24"X9" ! 700_-CFM 171 ( ) — — I --- - � R E LQ CAT ED — T 1 __ — _! — __ ! — _ -�- .. (E) 2 4 X 16 - --- -- — — — — _ — — — -- -- — t — _ i — � — � _ . — .I — — -�- — — I -- — .�- — .-..� — .-- I -- -`_ T — — i I . (E1) 4" x9,' 7"0 DUCT TO AIRLIGHT DIFFUSER -(E) `4,. 0,. 1 =�s ISM F R , 8) COUIT #3 I (E) 24" X 0" L.—,o cFM ' COU #4 (E) 24"X20" COURT #� -�- I � _---�---- •_ � I I I SEE 1 NOTE #1 A�OVE (TYP.) i — — 24 Xli I --- (E), (E) (E) _ (E) (E) (E) -- ) 2 4 X 2 0 2 4 X 13 2 4"X 13" �4"X 13" _ I — 24X 12� — — 12 4X� 2 }-- -- 2 4X12 w -- — __} -- --- i — --f- — I — }� — --� — _ ! -}- _ - _ INI 1750 CFM I / / / i / / I• \ _ 3500 CFI\,I LI --- 1750 CFM 1750 CFM 1750 CFM I 1700 CFM 1700• CFM 1700 CFM SEE D I F FU ER— � - (E) ., ------ .=, I i I DETAIL ON SHT. 1 II i ---- 24,X 1S _ - ---- M-2 (TYPI AL) —� z I — • • -- I - — I I I I I %200 cf • —! I — — -+- -- — I — --_ �-- — --{ 20.121' __ ,o4FM - - -- E 10 1'x 1 O" �SI0118 4"X 16" i I I i I I ! I I ' DUCTI N i I EXIT. . I W 3 FO ! 1 (E) 24"X? 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ISSUE DATE APPROVED BYCHECKED L� DATE AL_ 2 0'- 0"1 ., K N A$ Sheet NO. 49 wASHiNCTON so R0 9595 KMI ENGINEERS CONSULTING ENGINEERS BUP 93-0/22 '0905 LAUREL AVE SANTA FE SPRiNGS,CA-90670 (:t3) 941—:133 70* dl — T 1 i T 1 f rrl'� IF THIS [�oCUMENT IS LESS �l71TT � � 1 T P T1 1 `LEGIBLB THAN THIB NOTATION, �l ' ' 314 1�� ' 61 fi 7 1 ' 81l7�77 of i lIT 18 AUGUST 301996HE QUALITY - -- — - - - r I , THE ORIGINAL I NUN AI T�C�g� U F' t a��1 Alt L1t t 9(l I r{i �t �(t I i1t I c�t � � f L f A 9 � 114, I►IIII h COURT i -- LMN 49 48 47 4fi 45 r44 43 42 41 40 39 38 37 35 (34) 33 32 r 1 J- x 1 Ott r E) 14"X 0 y EXISTIN� EA 125 I I LL { 7"0 {D1 TO AkIGHT dl FUSER( I 5? mTYPICAL FOR 28 1 I I (E) 10 X10" Fil I I + (E� 214"X 20" I ( I I I I f I NOTE: I Architectxe, Plannirp,b In>ierlor Design 1 • EXISTING: T & B MODEL 64-05—F SLOT DIFFUSER E 24" 14" I 801 SecoM Avenue, Seale,WA 98104 28'-0" LONG. W/(7) 10" CONNECTIONS TO 9"X12" E_ ( 14"X 7" I Of I I f I I I I I { I f I Tel 206 /682--34M Fox 208 13434M8 A388 CONTINUOUS HEADER DUCT - EACH WITH MVD. ��( _ _ --- — 3 CFM - UNLESS NOTED. 500 I LINEAR DIFFUSERS TO BE REMOVED, CLEANED AND EXIST. �-(E) 24"X12" REUSED. ELE T• DUCT � / PLENUMS T BE REPLACED TO MATCH NEW CLG. HEA ER 8 KW „y 1 „ 1 I ( ( I I I I R (E� 20 X20 (E) 124 XCF 8 HEIGHT. (TYPICAL ALL LINEA S) L 2. EXISTING CEILI�JG DIFFUSERS TO BE CLEANED AND RELOCATED. &E — — — - �--- _ ( — -+-� I I l - ! --- 1 - - t- 1500 CFM 24"X 12" �_I — __� ^(E) 24jX20 TI — 7 . ( I I _- I WASHINGTON I I 351 M I I l f f I f f I I I 1 f I 1 I SQUARE �- SHOPPING CENTER RELOCATE EXIST. I 2 4" Xf "--�" I I I I l I I I I TIGARD, OREGON oo.CF •I —(E) 114„X7„ RELO CAIS D -- couRT �IA I I ;� �, I f l - RE„ CATE xIST.f I I I I I I 212 C. E-24' X9” 47 CFM E . I I I F i f { (TYP.-2) 1 f f I (E) 2 "X 12" E) 14 12 SEE NOTE 0.2 ABOVE — - — _ — — — — WINMAR PACIFIC, INC. 1 (E) 2 ELEC. DUCT I I HEATER 1151 K`R. D. I I I I I I ( - _ RELOCATE F E 24"X20" _ — i I I (E) 2 4" C 12" f I I f I f I { { I I f 1 I f I 15001 CFM f ( I I I 1 I I I ( I I I I I II I -T I t� L1 - — ' 4�6 45 44 E 24"X12„ 24"X 116" I 1 I MIDI CFM E 247X9" I I I I I I I I I I I I I I I ( I I I I II Z22 CFM (E) 24" 12" _ " „ R FM wisions E 2 4 X 12 1500 c -T -�_ 1 — --� RELOCATE I-(E) 24"�C 12" 2225 CFS 1 REI. 1 2,TEC DXI.ST- f —EX15T. — — - _ — — — ___ _ _ 2 II -� ---I -I - I }-- 1 -�- -{-- I --} }-- -F- DD� , vet Tite 457 CFM EA. ELECT. DUCT 1500 CF1 OI (TYP�-2) I f ,I , RELbHEATER 151f REQ'D f I f I SEE NOfTE N0. 1 I ABOVE �TYP.) I I I ( ( I I I I SEE NOTE2 ABOVE — i -T 24'X20 PARTIAL �- 1 Ir 1, ( ! (E) 14"IX 1 ( ( I { 1 (E) 124 X20 ( 1 I I I I (E) 14 X7 __- _ I (E) 24"X2 I H.V.A.C. FLOUR PLAN RELOCATE _ (E) (E) I _ R E LOOTED 1 c M I 2 4"X 12" —I — �2 4" X 12" _� ( -2 4'-)U 21' J- z „ �=— _ 4 1 F� PARTIAL FLOOR PLAN - _ — _ _ENTRY #5 _ _ - - - ova - COURT #2 3500 G M � MAY 6 1993 I ' 1750 FM 1750 CFM 1250 CFM 1750 CFMJob Na CHECKED — — —----- 1 _ IS U F APPROVED er L F S DATE 154 I I I I CONSULTING ENGINEERS KMI ENGINEERS �o u� E M - 2 10905 IAUREI AVE SANTA FE SFRINGS,(.A90870 (ct3) 941 -2133 SUP 93. 122 RO,9585 �—��' 1 t —� 1 1 I ! 1 I 1 SUP D9-012? ( I I ( I I ee or 06 .,..•- _,....,,,..- t �.,_..---...,.,.. -... .•—.—.ewer ..,. ...i IF THIS DOCUMENT IS LESS ' I � Tr(' TT T Tj1111TTTTiTT �1II� 1 I 1�' 1� T7t 13i LEGIBLE THAN THIS NOTATION, 7971"iTP_— vim_ I I ' ! �j� �1 , AUGUST 30 ( IT IS DUE TO THE QUALITY OF - w w - THE ORIGINAL DOCUMENT. f — - — - till eI c1 > i Q1r�IlI-cIIlll Ili Ili�luii � . 1 SPI A -- IN 1'/VF(riANICAL EXIST IU OR FASII-RS N_ N DG'' -- SQUARL 10 ROUND ADAPTER 24"X24"X20"m NOTE — --- REMOVE -'NEAR DIFFUSERS, CLFAN AND REUSE. 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I IF (SET BOX 0 1200 CFM I I I I I — --- — — — -- — -� --- -- L - - — h.E COOLING I mo) & 900 CFM --- — -- — — — — - — -- - -- — -- — — -- — — — -- — _ I I I I &AA - i I I I - --I- - - - II L E A S E Revisions STAIR TO N RDSTOEM C RT PACE SSTAIR TO � I I 2ND LEVEL-- L LEVE=L I � -- - --- 1765 S,F, g� - -- - - - -- -- - -- - - -- - -- -- - - - - - �- - -- - -- - --- - - B8 - -- --- - -- - -4 - - - - - - -- -- - -- �- -- - - - __ - -- - -- I rr�RID�R CEIRRIDEIR --- -- - I _ - -- -- ----- NIL 00 sheet Title r - NEW N ❑ RDSTR ❑ t� COURT 4 PARTIA �_ REFLECTED CEILING PLAN -- C ❑ URT 4 -.� PARTIAL F- L. C.J ❑R PLAN - C ❑ URT 4 00 MAY 6 1993 1/B• 1�-O• 1/9, - 1/-0• ISSUE DATE APP20VED B1' CHECKED FS DATE Job No. ;CAI_ 1 /8.. - 1 ,O" (. WN AB REVISION ShM No. WA81/1 0gp RD. $60, KMI ENGINEERS CONSULTING ENGIN M - 3 8()PP 0J-012?122 •Y OF 90 10905 LAUREL AVE. SANTA FE SPRINCS,CA.90670 (21 J) 941-2233 1 F THIS DOCUMENT IS GESS 1 I I 1 lIjTj I T� 11111 1 1lI 19 6 l LEGIBLE 7'FIAN THIS NOTATION, �_ �-- ��— �1 _ _ I 7771U �1 AV�sT 3V IT IS Dl1F TU 'PHE: QllA1,I9'Y OF THE ORIGINAI, DOCUMENT. _ — — - - - —_ IF91T ti[ ElI fT I ■IIIIIIIII IIIIIIIII 111111 I IIII1111111IIU1 IIIIIll11II11 illi ll11 III IIIIJIllfIlviil E ml TC A- 1 EM CONTACT`: VE/2 - 1 E[E FREEZE STAT IN O.S.A. BY ELECT. CONTR. TC//A- •2 ',.-�hitecture, PlannN, & Interior Deso OR 0 Second Avervia, Seattle,WA W04 L:-M Tel 2M M2-34M Fax '206 343,-M CONTACTS P E//O 1 SF- ', ,3, 5 7 SMOKE DETECTOR A CONTACTS (TYP.) C Lyjo ET/L- 1 R B Y A SF- 2,41, & 7 -CH I �A 0 5 1 ET/L-2 -1 LF_ 8 y PE/0-2 6- 'A �HV. "BOOSTEP PUMP WASHINGT ON H FREEZE STA T IN O.S.A. SQUARE 7 BY ELECT. CONTR. PE/0- 3 SHOPPING CENTER C EXHAUST FAN EF- 1 ,2,3 & 4 TIGARD, OREGON -.40- T.C. PANEL WIRING FIELD WIRING FOR WINMAR PACIFIC, INC. WIRING DIAGRAMS FOR T.C. PANELS IN FAN ROOMS A,B,C & H NOTE: IN FAN ROOM BIC & H (TWO FANS) WIRE SO BOTH FANS ARE DEANERGIZED ON SMOKE DETECTION. RETURN AIR rc,I ,I z 7 -- - - - - ------------ S MOK E SAMPLING D TECT TOR TUBE ETE'll SMOKE SMOKE j� _ - DETECTORS DETECTOR� v SAMPLING -4 SMOKE SMOKEI � DETECTOR r SMOKE DETECTOR, 6 F DETECTOR PwAsiorw RETURN AIR-� FAN, ROOM #C. .. RETURN AIR FAN ROOM 91H RETURN AIR RETURN AIR- R s T Sheet TitleV r SMOKE SMOKE DETECTOR DETECTOR FAN ROOMS SMOKE DETECTORS 5F-7 p'TEG EOR DOM Cl Fill SMOKE SMOKE DO MAY 6 1993 DETECTOR-\ 5 DETECTOR Job NIL L -=—. (P__ _ .--- ISSUE DATE APPROVED BY CHECKED L F$ 00— RETURN AIR _V_ 1/85' 1 opt DIRA PFWAION SW No. RETURN AIR __fA_N_8"0 --#13- KMI ENGINEERS CONSULTING ENGINEERS WAAA: 10905 LAUREL AVE. SANTA FE SPPINGS.Ck90670 (21 J) 941-2233 M - 4 INASOW"TONSO " 9"" ,;Up 91402 go Of 0 S LESS III TITIT !1!111 1995 IF THIS DOCUMENT I NOTATION, 4 7T AUGUST 30 THIS NO i 71�1 . 776 77FU7 LEGIBLE THAN -- __77j[= IT 18 DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. � , r i I I31N i Architecture, Planning k Interior Design 1 Second Avenue, Seottle, WA 98144 Tel 206f682 3460 Fax 206/34 39388 (21) 20C,q� C18� 17 i �r I i it IMP ` 1q REMOVE EXISTING FRAMING ( 18) REMOVE EXISTI SKYLIGHT5 LEAVE PERMETEP FRAMING 20 r-) PROVIDE TEMP SHORING '" �--- 4 INTERMEDIATE FRAMFS, TYP IN PLACE, TYP ZN PRI R TO C TTI G i — ' I ENTRY 42 WA%MGTON SOUAFE SHOWNG CENTER - TIDAL, Ol�C�10N � ---- _ _ 1lIINIrIAF1 PACi'IC, NC Y. __ _ � I I I I 1 I 1 � ! I I �• W F 14,359 s, ac r r fi i OREGCt� m �'04-*Z'Y 30,19�p D B GP LA- now REMOVEIE DIST. R40F1 G AND META, � Consulting Enr�irteers W DECK F NEW SMOK HATCHES �A) pn Third Averm. 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[ c ) PLATE ADDED TO EXISTING BEAMS IL NO WAl l_ ® SE SECT A S HJ NEW Wbx24jArchitecture, Planning Interior fksign DRAG STRUT - j / ��%" NEW W8x24 SECTION A _ TYPICAL_ BEAM CONN / �'�• DRAG STRUT -- - �,+--�-- �, - _-- —- - -- 801 Second Avrnue, Seattle, Wh 98104 •�_ L' y c.n:.�.c/ r' - No SCALE lei 206/682 .4460 Fox 206/"4 3 9388 - - FEDD WELD EXIST DECK SEAMS M V � EXIST ROOFING REED I AREA- 116' 012" C/C/ 5HADED AREA � - i 11-60 1 4 1 4 11-411 (5) EQ SPACES 11 FOR DNT�RYSFRAMING 4 I -Y4"# EXP BOLTS _ _] 21-011 C/C NEW L3x3xV4 CMU - C5x9 W/;4) 1"0 EXIST 12" .� i � EA FLUTE W8x24 �I ) 1 r, -�-� EXPANSION BOLTS EXIST 12" / �.• CMU WALL V,. EX15T 5" CMU WALL ) EXIST L REMOVE ROOFING AND INSULATION AS REQUIRED TO WELD DECK; REMOVE DECKING ' _ AS REQUIRED TO INSTALL MEMBERS; INSTALL ROOFING AND INSULATION AFTER COMPLETING STRUCTURAL WORK. 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( Sheet T I t I e TYP � 3u \ I I W24x64- I I �\ (fiSTEEL FRAMING 1 ' ' I P Y:"x11"x1'-2" ` 4" SID PIPE SECTIONS AND W24x.g4 ` Y47 TYE W2455 YPV4" BENT R .. - Vi30-3" I I DETAILS sit 10110 5TD PIPE CNJ \ I CONI W2484 W1 860 - ----_ FP - NOTCH ANGLE W L3x3xY4 \ T B LEG 0 Wf= O EA JOIST 0064 , N ♦ J 0 EA J0151 '- f30T CHORD JOIST CONN LL) k Designed M�tIMw� I C1 EXIST TRUSS Drown S. BombATTACH AFTER ROI 4 - y L3x3xY4 0 LA ROI SKYLIGHTS ARE INSTALLED JOIST Checked K &%t#wm Dote AW U. 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Planning Interior Deiign y-j1111A-1 OR TRUSS801 Second Avenue, Seattle, Wh - x104 NOTE �LL �L1a;L A FuP I ,--- R1i" C6x10.5 . (el 206/682--3460 Fax 206/343-9388 CORNER P05T DETAIL I I r7-,-7- HAFT Io n ' B EXISTING Ok ,KW __ _ _ -_!-_ — I x 4' ' n JOIST OR BEAM - � _�-- -1 I� `) 2.1 EXIST W1041 EXIST W10x21 C600.5 . OR W8 x 20 OR W8x20 — _.—_ i �� `', Y� I C I ✓ I 201-0" 24'-011 1 AT 20'x20' SKYLIGHT AT 24'x24'_SKYLIGHT PLAN SKYLIGHT CURB AT TYPICAL COURT ; SKYLIGHT CURB AT TYPICAL COURT _ DETAIL A TYPICAL SMOKE SHAFT PLAN NO SCALE _ NO SCALE ^ - - NO SCALE NO SCALE 1 JOIST OR BEAM i WA8HPKn`X)N I I /'-4x3x'/4 � wi-6 , 3" M IN TRUSS OR BEAM METAL STUD11 L4x4 BRACE BEYOND / SHAFT WALL - EA. END 710AM 01180014 44C - L4x3xV4 LLV x Y,�' 2„ N CV L2Y2x3xV4 CORNER J J U4* AT MIDHT. 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