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9585 SW WASHINGTON SQUARE ROAD-29 • 000 co I Lccriox _ I jlvl .1 mv 5 14 _ � I t s. — Addendum No. 1 - 6/8/94 Addendum No. 2 - 6/22/94 Addendum No. 3 - 6/24/94 Addendum No. 4 - 6/27/94 �3 t i c WASIHINGTON — �FFLCC CSV j _yfg5_�u ;f4 5 R� FOOD ,r OREGON TIGA_UV" OWNER ARCHITECT STRUCTURAL MECHANICAL ELECTRICAL, PLUMBING , LIGHTING FIRE PROTECTION WINMAR PACIFIC, INC. LMN KPFF KMI ENGINEERS INTERFACE ENGINEERING, INC. ROSS DE ALESSI 700 FIFTH AVE., SUITE 2600 801 SECOND AVE., SUITE 501 1201 THIRD AVE., SUITE 900 10905 LAUREL AVENUE 12020 115TH AVENUE NE 4370 ALPINE ROAD, SUITE 210 SEATTLE, WA 98104-5026 SEATTLE, WA 98104 SEATTLE, WA 98101 SANTA FE SPRINGS, CA 90670 KIRKLAND, WA 9034 PORTOLA VALLEY, CA 94028 'EL: (206) 223-4500 TEL: (206) 682-3460 TEL: (206) 622-5822 TEL: (310) 941-2233 TEL: (206) 820-1542 TEL: (415) 851.7950 F X: (206) 223-4565 FAX: (206) 343-9386 FAX: (206) 622-8130 FAX: (310) 944-1448 FAX: (206) 820-1628 FAX: (415) 851-7953 SET NO. M DATE: JUNE 1 , 1994 199P IFTNT,THE IN UMArFENTISOFAKFR-AN THAN THE 30X UIN'UMENT,THE INKUMEnT ISOF MARf:INAI,VHALttY. M111(�1if)f'11,111 F.0 SD IIIIII'l�ll 11 hP141 iplgyilgl 1 ggl)IJqq1 gglllpllII1 gllligIlql 1 g1Ilpjgql I ggqqqql I IPIIII�gip IUUUppPI IIIIg1UPll IUIIII�IIIIII mlun nllhm nulnnlnulinl nul;ni nulnn nnlnn unlnn uJun nnhm nnlnulwJnu wJxu nullnnxnlnn unluxu,ulnu unbnn mMnmud,m nnhm Mihm nulnl n♦hll m nhm ndun unhw wdnu unhn n ABBREVIATIONS MATERIAL SYMBOLS PROJECT INFORMATION INDEX OF DRAWINGS I. Applicable Codes & Regulations Fp FIRE PROOFING) S SOUTH � pp 9 TITLE SHEET LMN AND ANi,I SOLID CORE L Ak I H E FRMG FRAMING SC A State of Oregon Building Code (1993 ed ) AO 1 GENERAL INFORMA"PION FRT FIRE RETARDANT TREATED SCD SEAT COVER DISPENSER StrLctU.iral Specialty Coda ARCHITECTURAL. SCHED SCHEDULE At a DI AMIE TER, ROUND FS FULL SIZE SD SOAP DISPENSER GRAVEL 11. Classification and Construction Typs A1.1 SITE PLAN AND DEMOLITION PLAN PERPENDICULAR FT FOOT, FEET FOOTING SEC SECTION J Al 2 SITE DETAILS CHANNEL FTG A. Occupancy: B-2/A2.1 PLATE FURR FURRING SHT SHEET SHEATHING • • ' • � ' CONCRETE B. Typo cf Construction: V-N FUT FUTURE SHTG PIAN POUND, NUMBER SIM SIMILAR III. Building Areas (Gross Area) A2.1 FIRST FLOOR DEMOLIT;UN PLAN CENTERLINE SLNT SEALANT A2.2 SECOND FLOOR DEMl7t_ITION SND SANITARY NAPKIN DISPENSER �--� MORTAR 0 s.t GA GAGE A New Conslru(Uon: A2.3 OVERALL FIRST FLOOR PLAN GAL GALVANIZED SANITARY NAPKIN RECEPTACLE B. Renovation A2.4 FIRST FLOOR MEZZANINE PLAN AB ANCHOR BOLT SNR SPECIFICATION A2.5 OVERALL SECOND FLOOR PIAN ABV ABOVE GB GRAB BAR SPEC W000, ROUGH 35,040 s.t. GC GENLRAI CONTRACTOR SO SQUARE a.) First Floor Leval 6,750 s.t. A2.6 SECOND FLOOR MEZZANINE PLAN AC ACOUSTIC(AL) STAINLESS STEEL b.) First Floor Mezzanine Storage Architecture, Planning, & Interior Design A/C GLASS SST c.) Second Floor Level 53,350 s.t. A2.7 FIRST FLOOR PLAN AIR CONDITIONING GL STATION WOOD, FINISH ___3 400 s.f. A2.8 SECOND FLOOR PLAN STA ?% d. Second Floor Mezzanine Stora e - _ 801 Second Avenue, Seattle,WA 98104 AC ('NL ACOUSTICAL PANEL GRD GRADED SOUND TRANSMISSION COEFFICIENT - 98,504 s.f. A2.9 ROOF PLAN STC Total Gross Area / ; ;�r P217V)T ,1,r~ Af'YP. ;4:F:�Z�!A'�7►f ..►►1 �M206 /682-3460 Fax 206 /343--"9388 ACT A�OUSIICAI CEILING 111E SID STANDARD ' AD ACCESS DOOR GWB GYPSUM WALL BOARD 2 ' GYP GYPSUM STL STEEL PLYWOOD This area may be reduced by tenant If they do not require a A3.1 BUILDING SECTIONS AUJ ADJUSTABLE � STOR STORAGE mezzanine evel in their space. AFF ABOVE FINISH FLOOR TRl_ SIRUCTURA)_ A32 BUILDING SECTION & ELEVATION AGGREGATES T RAl- BATT INSULATION IV. Fire Protection A3.3 ENTRANCE 8 LOADING DOCK, ELEVATIONS, PLANS& SECTION AGGR STRUC STRUC U HB HOSE 8188 A. Fully Spnnklored ALUM ALUMINUM HC HOLLOW CORE, HANDICAP STS SELF TAPPING SCREW qp ACCESS PANEL A4.1 WALL SECTIONS HDWR HARDWARE SUSP SUSPENDED ,,. RIGID INSULATION A4.2 WALL SECTIONS HM HOLLOW METAL (STEEL) APPROX APPROxIMATE(LY) SV SHEET VINYL TIF CALCULATION A4.3 R(X1F D�ITAIL5 ARCH ARCHITECT(URAL) HORIZ HORIZONTAL SYM SYMMETRICAL A4 4 ALUMINUM STOREFRONT DETAILS& EXTERIOR DETAILS ASPH ASPHALT SYS SYSTEM Original Washington Square Area (SF) ( 1,195,218 A4.5 SLOPED GLAZING & EXTERIOR DETAILS ATC ACOUSTICAL TILE CEILING HR HOUR METAL, FERROUS 112,942) � Deduct: F&N Store AWP ACOUSTICAL WALL PANEL HIGH STRENGTH BOLT (90,000) HSB Old Nordstrom HT HEIGHT ,add' Retail Shop Space A5.1 ATRIUM PIAN & DETAILS HW HARDWARE T TREAD, 10P / j, METAL, NON-FERROUS A5.2 MAIN STAIR SECTION& DETAILS TEL TELEPHONE Old NordstromEntry 3,300 g BASE TEMPERED, TEMPERATURE Old NorRenovation 51,190 A5.3 STAIR PLANS & SECTIONS (STAIRS 1, 3&4) - TEMP Nordstrom Store 180`OQr! A5.4 STAIR PLANS& SECTIONS (STAIRS 6, 7& 8) BD BOARD TERR TERRAllO 31,548 BITUM BITUMINOUS ID INSIDE DIAMETER, INSIDE DIMENSION t,.t(�.'' STONE Subtotal Net Additional s.; A5.5 ELEVATOR 8 ESCALATOR PLANS, ELEVATIONS& Sl•.i;TIONS THK THICK Meier & Frank Exparsion 3 .000 IN INCH(ES) 1,260,766 A6.1 PARTITION TYPES& INTERIOR DETAILS BLDG BUILDING INCL THR THRESHOLD Revised Washington Square Area BLK BLOCK INCLUDE (D) (ING) TO TOP OF --- GYPSUM WALL BOARD A6.2 INTERIOR AND DOOR FRAi.4F DETAILS INSUL INSULATION, INSULATEDBLKG BLOCKING INT INTERIOR TOC TOP OF CURB, TOP OF CONCRETE BM BEAM TOP TOP OF PAVEMENT A6.3 TENAN"f SPACE PLAINS& DETAILS BO BOTTOM OF T TOP OF STEEL, IUP OF SLAB "_7 CERAMIC TILE VICINITY MAP A6.4 INFORRESTRMATION N DES& ELEVATIONS OS A6.5 INFORMATION DESK PLANS, SECTION 8 INTERIOR DETAILS BOC BOTTOM OF CURB TOW TOP OF WALL e4 B0( BOTTOM JAN JANITOR TPD TOILET PAPER DISPENSER A6.6 FIRST FLOOR TILE PAVER PATTERNS JT JOINT 2e PORTLAND A6.7 SECOND FLOOR TILE PAVER PAT-FERN WASHINGTON NGTON BTWN BETWEEN TYP TYPICAL BUR BUILT-IIP ROOF(INC) ��,:-.hF� ��,S.E.cL`•fl!:; . - "'�'� --- A7.1 OVERALL FIRST FLOUR REFLECTED CEILING PLANS& DETAILS SQUARE KPL KICKPLATE A7.2 OVERALL SECOND FLOOR REFLECTED CEILING PLANS& DETAILS UL UNDERWRITERS LABORATORY GRAPHIC SYMBOLS . HILLSBORO �y0"Rope 26 A7.3 FIRST FLOOR REFLECTED CEILING PLANS CAB CABINET ONO UNLESS NOTED OTHERWISE CB CATCH BASIN, CARRIAGE BOLT � � A7.4 SECOND FLOOR REFLECTED CEILING PLANS Cn/"y� COURT UR URINAL e c - FOOD V�.iV�l CEM CEMENT LAM LAMINATE e /0 BfI�VFRION HiL�SDAIf HrG � HAM CHAMFER LAV LAVATORY �'kAp O STRUCTURAL C Lg POUND a DOOR HARDWARE GROUP BEAVERTON s CHAN CHANNEL KR LOCKER VCT VINYL COMPOSITION TILE to 4 S0.1 STRUCTURAL NOTES ATE PLACE L' VERTICAL 217 c DEMOLITION PLANS TIGARD, OREGON CIP CAST LCE VERT E �--� ^J CONSTRUCTION JOINT, CONTROL JOINT lLH LONG LEG HORIZONTAL VINYL TILE w b S1.1 FIRST & SECOND FLOOR L L V LONG LEG VERTICAL VT ►QOGQIss CL CENTERt INE VTR VENT THRU ROOF 1x11 SCNotis IIRQY RD Exit S1.2 FIRST& SECOND FLOOR MEZZANINE DEMOLITION PLANS CLG CEILING LOC LOCATION � �° P LOW POINT VWC VINYL WALL COVERING A TOILET ACCESSORY TYPE SIA ROOF DEMOLITION PIAN CLKG CALKING L G PROJEC � S1.4 EAST ENTRANCE CANOPY DEMOLITION PLAN L T LIGHT SITE GRIL I[XITUQG RD / CLO CLOSET 43 GCIFI: LVR LOUVER S2.1 FIRST FLOOR PLAN CLR CLEAR W WEST CMU CONCRETE MASONRY UNIT O THRESHOLD TYPE SEE DETAIL 1i A6.4 tIGARC icRUSE WAY yy/ WITH S2.2 SECOND FLOOR MEZZANINE FRAMING PLAN S2.3 SECOND FLOOR FRAMING PLAN WINMAR PACIFIC, INC. CNTR COUNTER WC WATER CLOSET LAKE CLEAN OUT, CONCRETE OPENING MAT MATERIAL �� KE 52.4 MEZZANINE FRAMING PLANS & SECTIONS MAX MAXIMUM WD WOOD a REVISION NUMBER OSWEGO COL COLUMN - WCW WINDOW r' S2.F SECOND FLOOD. MEZZANINE FRAMING PLAN COMM COMMUNICATION MB MACHINE BOLT rJ MCH MECHANICAL WH WATER NEATER S2.6 ROOF FRAMING PLAN E rJ SALEM Wf51lINN. CONC CONCRETE MEMS MEMBRANE W/O WITHOUT 4` OREGON CITY CONC CONDITION WP WATERPROOF(ING) VERTICAL ELEVATION MARK S3 1 WALL ELEVATIONS CONN CONNECTION MET METAL WR WATIER RESISTANT LOCATION MAP R CONSTRUCTION MFR MANUFACTURER WSCT WAINSCOT 1 54.1 CONCRETE SECTIONS& DETAILS CONSTMIN MINIMUM, MINLITE WT WEIGHT I S4.2 CONCRETE SECTIONS& DETAILS CONT CONTINUOUS R MIR MIRROR I CONTR CONTRACTOR �- �, � R S4.3 CONCRETE SECTIONS& DETAILS WWM WELDED WIRE MESH s CORR CORRIDOR, CORRUi,ATEO MISC MISCELLANEOUS 4. - SPOT ELEVATION t � MO MASONRY OPENING I -+� 44 • S5.1 STEEL SECTIONS ii DETAILS CPT C�°ET NT � • ' +.-"f� ,� S5.2 STEEL SECTIONS-� � CPK COUNTERSINK (SUNK) MTD MOUNTED J I 8 DETAILS MTG MOUNTING _ CT CERAMIC TILE �-V + � � +, � S5.3 STEEL SECTIONS 3 DETAILS CENTER MTL METAL A MATCH LINE INDICATOR LL- , I• L-` _ _ S5.4 STEEL SECTIONS & DETAILS CTR MUL MULLION (SHADED SIDE CONSIDERED) --� 7 �' - =__� + - CW COLD WATER R � Cr� � � �� S5.5 STEEL SECTIONS 5 DETAILS T Dr�AIN TILE I �j I _ S5.6 STEEL SECTIONS & DETAILS ' .�. *�. - * I'• • L_ S5.7 STEEL SECTIONS & DETAILS T 1 1I DBL DOUBLE NORTH II O DET DETAIL N 0 ' NIC N01 IN CONTRACT � f' - - I ' • � • KINKING FOUNTAIN �� I MECHANICAL DF D DIA DIAMETER NO NUMBER OA --•--- l� F{ E + NOM NOMINAL_ �-- -_-� i� DIAG DIAGONAL __.___ _ II �� NRC NOISE REDUCTION COEFFICIENT t r T � � • M-1 FIRST FLOCK H.V.A.C. PLAN DIM DIMENSION NS NONSLIP '+E�'•num Wp^ ' Q-�` M 2 SECOND FLOOR H.V.A.C. PLAN' DtSP DISPENSER `-� I -t� (L==� L1 ) M-3 ROOF H.V.A C. PLAN NTS NOT TO SCALE ----, �f� M4 DETAILS ODDN DOWN -_DO DOOR OPENING, DI1TC GRID LINES --; _ F.-�-.� � M-5 SCHEDULE, NOTES& FAN ROOM DR DOOR t-`i`�-.� �c.E»E. • - ' -0 DS DOWNSPOUT OA OVERALL (� C-- Y_� 1--A. , M 6 WIRING DIAGRAM OC ON CENTER �--,-� ' F-�-f• �JuosEN MNm.uAfler DWG DRAWING - + -� .+ _� �• ----� PLUMBING OD OUTSIDE DIAMETER (DIMENSION) I • �.��il�d i lyl��' ~� DWR DRAWER I I E OFD OVERFLOW DRAIN �• -' �J' GA-�� P-1 FIRST FLOOR PLUMBING PLAN 'WA` F -'-i • • • ' lV • -- z` � t P-2 SECOND FLOOR PLUMBING PLAN 9� O�V FF OF ICE \ o . . . . , . . 4- _ DIAGRAMSOF H OPPOSITE HAND, OVERHEAD TYPICAL DETAIL INDICATOR I \ '�. P--- Z1.'� _ -�•...�, ' E EAST O I P-3 PARTIAL PLANS, SCHEDULES, DETAILS& RISER OHIO OVERHEAD DOOR .00ucan* EA EACH pPNG OPENING 1+ Detail Number I •�"'�*""�• -� �,/ EB EXPANSION BOLT A3 Sheet Where Drawn FIRE PROTECTION Revisions OPP OPPOSITE �+ PROJECT SITE EJ EXPANSION JOINT �' �� - � D ,J►1E?1 � , � A7DE1JULlM 2 � F2.1 FIRST FLOOR FIRE PROTECTION �.�_ -,.� F2.2 EL ELEVATION - ( PARTICLE BOARD SECOND FLOOR FIRE PROTECTION ELEC ELEC TRIC(k)AL) pg t -� ~ , _ ELEV ELEVATION PC PLAST PORTLAND CEMENT PLASTER �---♦ rY PC PRECAST ELECTRICAL - -- -- ----- - EMER EMERGENCY q ""`"""°STM"" Hr 4 -4 ENOL ENCLOSURE PERF PERFORATED g'� 1 I Q. -� E1.0 PARTIAL SITE PLAN- ELECTRICAL& SYMBOL SCHEDULE - -- -- EP ELECTRICAL PANELBOARD Pl PLATE A38 BUILDING SECTION INDICATOR ' t y I F_-_� p AM PLASTIC LAMINATE E1.1 SITE PLAN - ELECTRICAL & DETAILS EQ EQUAL PLAM ��-�+ CRESENT GROVE CEVETErill EOJ EARTHQUAKE JOINT PLAS PLASTER oo (J----`-d E2.1 FIRST FLOOR PLAN LIGHTING EQUIP EQUIPMENT PLYWD PLYWOOD z^ _L--_-�, --! E2.2 SECOND FLOOR PLAN LIGHTING PANEL n + s PAIL � S-� _ E2.3 FIRST& SECOND FLOOR MEZ�.ANINE PIANS- LIGHTING EWC ELECTRIC WATER COOLER PNT PAINT(ED) EXH EXHAUST Z ~-- r ' �� ++ E3.1 FIRST FLOOR PLAN - POWER a" D"• EXIST EXISTING PR PAIR 1 -_ PREFAB PREFABRICATED) Aj 8 WALL SECTION INDICATOR o `!�'i l ,� EXP EXPANSION, EXPOSED + E3.2 SECOND FLOOR PLAN - POWER $hc�l�t Title PT POINT, PRESERVATIVE TREATED l� l___-�_.- _ E3.3 FIRST & SECOND FLOOR MEZZANINE PLANS POWER EXT EXTERIOR _ __ EX1R EXTRUDED PTD PAPER TOWEL DISPENSER m �• � ____ ___._ _ _-._---.......+�� E3.4 ROOF PLAN - POWER GENERAL PTD/R v • E3.5 FIRST FLOOR TENANT CONDUIT ROUTING PTN PARTITION E3.6 FIRST FLOOR PLAN TENANT CONDUIT ROUTING INFORMATION FA FIRE ALARM PAPER TOWEL RECEPTACLE 'I* ` ' ` `' E3.7 SECOND FLOOR PLAN -TENANT CON►OUIT ROUTING � PTR 1 FB FLAT BAR FE FIRE EXTINGUISHER AJ 8 INTERIOR ELEVATION INDICATOR I E4.1 FIRST FLOOR PLAN - SYSTEMS FEC FIRE EXTINGUISHER CABINET CS R RISER, RADIUS n ' ' _ E4.2 FIRST FLOOR MEZZANINE PIAN SYSTEMS RAD RADIUS � E4.3 SECOND FLOOR PLAN- SYSTEMS FD FLOOR DRAIN --� -a f=' E4.4 SECOND FLOOR MEZZANINE PLAN - SYSTEMS FDN FOUNDATION RD ROOF DRAIN Designed WN - - - - - E FF FACTORY FINISH REF REFERENCE FH FLAT HEAD E5.1 ONE-LINE RISER DIAGRAM Drawn JW REFR FHC FIRE HOSE CABINET ' `,� J � REINF REINFORCE(D) • •' E5.2 DIAGRAMS - ELECTRICAL b FIN FINISH ( )(M N1) Chocked REO REQUIRED E I E5.3 FIXTURE SCHEDULE DETAILS �^ FLASH FLASHING RE SIL RESILIENT J E5.4 NORTH & SOUTH SECOND FLOOR PARTIAL PIANS p1M JUNE t. 1994_ FLR FLOOR REV REVISED, REVISION '._t'_,I LIGHTING & POWER; DETAILS NT ,lob No 92065.05.5 FLUOR FLUORESCE RM ROOM 15.5 DIAGRAMS ELECTRICAL Sheet No FO FACE OF RO ROUGH OPENING E6.1 PANEL SCHEDULES roc FACE OF CONCRETE RR RAILROAD FOF FACE OF FINISHRUB RUBBER WASHINGTON SQUARE MALL SI LA AO. 1 FDIC FURNISH BY OWNER/INSTALL BY CWNERAC RUST RUSTICATION 9585 SW WASHINGTON SQUARE ROAD tb F010 FURNISH BY OWNER/INSTAI.L BY OWNER RW RAIN WATER TIGARD. OREGON 97223 FOM FACE OF MASONRY FOC FACE OF STUDS, FACE OF STEEL 9595.^•W Washington Sq Rd RUP 94 0149 2nt99 IF THIS N0T1C F APPEARS CLEARER THAN THR our 7199A txX'IIMENT,THE JWUMENTISOFMARGINAI.QUALrrv. MICROFILMED I�I�I�I�I�I�I I�IJI� �a�l�l I I�I1I11111III I I�I�I�III�I�I�I I�I�I�Ijl�l�l 1 1111�1�lillt I III�III�III�I 1 1111111�111�1 I I�I�III�I�III ( IIIII�I�IIIIII I�I�I�I�t�l�l I�IIIII�►�IfI "M` rt-- Tr Inlnn nuhiu t�uIiIIIIInIhtllflll111nlpntllnl nnhm Inllun uuhal lnllnn nnlniilnilln i Inilun nulnmm�hul unhullunhnihnilnnl,ntlnl,Inrinn nnlnn 11IIhm nnhm nulnt p, — -- E.XISTII.IC. ISt.A1JD �� eAusFoeM �p0pQQQ --- --J /2 ' COIJC PAD QQ -- -av AMP TEXTURE OF-TAA L qj �y�y I LIF-MOVE CO►JC 4" COIJC SIDCWALK. CUeb SHOWN DASH. I ASPHALT PAN I I,I r- ;JEk1 PLAWTE2 j __- r 6EDDI►JC; � I Ia d W E W 001I CU25 f-rave rl: I��r'c� PIPE PbOLLARDITW ►-P{,1 l -- 2'-0a WIDE M 111. sz� i••`' -r� 4f 144 P F4* r 1a,-I ASPHALT PAVIIJCf �'�� , I.t� - W� faaf Arc`.'recture, Planning, & Interior Design 1 PATCH TO MATCH H(�Tf` 'IExISTI �5�5 801 Second Avenue, Seattle, WA 99104 (VA Tel 206 /682-3460 Fax 206 /343-9388 ANDICAP CURB RAMP TO I TRANSt- ORMER LOCATION PLAN H �I FTS (6 A33S 3I .__- ------ — — — — - PIPE P5OLLA,205 I by OWIJEe 2EF DETAIL 18/A1.2 - nl` Op S�� PATCH TO MATCH 1 I /TYP• -b 4 ueW 41'COuc - Ci SIDEWALK r=-� EX197INCq l_44NT C" . - --- - - - - - - - - _ COQC. CURD Cuee To JT L ATIOW 0 - I-0v SIDC C.TCH EXI OFILE - _ 1 111 2 TOM G -� / � L& r. w - _ • `+ i2 � — PATCH TO ----�-- L - _ MATCH EX►STi" r ` 4\ i� - 1-� � 1 121-0`I I -4 � \N I Cl-� NEk1 CO►JC LINT _ loxtoXW►.4);W1.4 t , ' 4 �-- �OLLARI7S TYP / -- -_ -_ -� -- S'��...:�� PLklI WIZE FA-I �' QEF. ELEC oo, _ EXIS?C� ISLA1.lD� ELECTZIT, L VAULT Ex15T POOST IW10 �►C TOR - - _a0 • y C�USI-4F-D E»� _ _ - a 1►JOICATO(t "*LLE y — va.LV c / d► v .Q 2E1WF. CONT I -Q \ o / �3; _s n WASHINGTON wt" C014C . ----- , , -,� 15E4CH TYP. a SQUARE . .1YP - - - ►SEW W"c FOOD COURT " '' AI�T�es �� \ / V ELEC . VAULT LOCATION PLAN (:7) H.C. CURB RAMP DETAIL _ p 4 LIMITS OF TIGARD, OREGON -� COWSTRUCT101.1 II \ TEXTUe. -D QAMP -��J_- - STP, A,T A '1• 2lp - - SUrdFA-E - TYP _ �J G --- -- 'i~ 7'-10`t II'-Oj1 CEP. to/A1.1 NGkI 'eAuC� � �� OI � RtaF 4/AI•I / r I 2EF. r 11 I tr O - JOIWT SEALER -� -� k1Ely W,C. CURB N 1?AMP REF, 4& Al•1 r \ TYP. t4 pulLp1l�lCt LILIG 1r �- - COLIC • PAVIuG --- FOR F02 DEMOLITIou .� \ �_ A1.2 DOWEL ~e.; ezz CO►.le� NFCIEMATION 0" I r bwk-c)wc IZER --- �� \� i2 �' SLEEVE 2a"o.c. zz ❑ WINMAR PACIFIC, INC. D�C� SHEET AZ•1 I �\�� PLANTINt� BED > i J - -- -- p,►�D 1I .2 _ I EX1eeAT01�. d:, xoc W1.4 WI.4 A112 -91 _— -�` \ + - - 0 Q �� _ o J pl.h.l 1.1 k1lRE FAf321G `.AI I- 19 �' O - Z ; — 8 cokiC. PAD v p' �� o� X17 -=-♦ r ELEC COWC DUCT C2U15UEQ 15A►4iC ELIC-OSEO { 0 2I 4 ASPHALT PATCH TO 5?LIT FACIE 1!' �- I i - JOIIyT FILLEi2. 1 MATCH t=X►5'''Ci CIAO TO MATCH r i. IIII1111 CII — I 21 eJ _ :o EXIST q QE 414 IL C1 cume 1 � + uEW CONC CUM �L -�--y �`\� I ` - SIDEWALIG i31 /�'r QEF. 'D EX. I/AI.2 -A I PLK. 4TF- C�2b f-A 1 9 _ 1 3 .r�. i✓t TO `4•JG•f.IJlu' IIJ'3TALli \ \ 1 Ir��Ev �pl� ��TH �tl.l MODIF►ED { r �TE1z �rk/flU,aTioN ►2R IGATIOIJ a H .C. CURB RAMP DETAIL s, vF � iJrES $Y'STEM l �- 2 � GE �!T�AT�OR_LOCATION PLAN Q �8 . '. It t�l.iJr+or51+•+v LAS _ EAST SID!-0 • - �� _ � owNeR •. ►.�. ----� TY? PeJA COI DEMOLITION KEYNOTES. - _ -- - e7 3 SOI,LAR DS L REF, ' T - -- \ O Remove existing concrete sidewalk and planter curb. ELF-C.- R - 2. Remove existing trees. VE21F`t' IL�CATiatJ CSF O - TYP pbY OWhIE.iZ - - - - - IlE W ELEC TeECS FoQ ti?EMrn/Al. � !� I d QELC)CAT101,1 3. Remove existing shrubs and store for relocation. IJeW COQ - 4 ►�IeW C2EasE - - - - _V4►11LT JUDSEN MARQUARDTn \, I O PAVING �� s IuTeECEP OR �- 7 _ s . _ n--- - {•--- -i-- ------- Remove existing asphalt paving and replace after installation of utilities. :�efer to —7 / / - T 0 L% SEA electrical and plumbing drawings. _ I 7 / • ntin for new utility equipment. 13 NEW �F �I5, Remove planting tyI G T¢h,►JSFOeM1=iZ 3 �� I \Y•e\��»�� \�il�Y O P EXIS?C, PLA11T t_� 1 -- ORemove existing concrete curb. -i I I I • / r to comer of building orlon east face only. �E►.IEIZATOIZ �IL _`•� /� / ReV!SIOt13 y I ib O Remove irrigation system from come 9 9 _ / 2 ,x ! - a2_t99a ADf)ENOUM 2 A EXIST 7ELL-PH01I1C -- -.- \ � 5 N E 1.1 4"COLIC -- -. -_ VAULT TELFP��otk- ��' - 4 CUED _ IJC.W 4SPNA.LT PiiiI 4" -__- - -- -------_--�- F- M ATC I� EX I gT'C.• WNECL PAI OCC►1iZS ' No tomb ey rAKfV M CONSTRUCTIOIII STA ING REAS II Sheet Title -A SITE PLANS w F OD s y QEF .LGC DI FOV- EOr- 14P-61 f Alt61 EL'C TF - LIIES UTILITY L11J=5 F DW S dQ E TENT AND DEMOLITION 41E.0 FY LOCATIoI4 OF uEW F1 ;G TELEPwO►IE S F a< 1 LINES TO VEQIF`f OEMOLITIOIJ RETAIL 3PAC PLAN .:F ASRNI.LT PAI �-- SITE PLAN! 3 � . 2 SITEDEMOLITION PLAN I/IV" I'-d' I FeC��.iDE �oPsol� ;NAL:- �'LDJ`1 'IsCt a ms . _ �I _ _ - � I r _ 1, O,I �V F_E,r.1.lEr, e�c.C: DO►,:>= 0..,.i�E? "U Designed WN/KH AM - _AND_. JW- CONSTF U TI N AREA 4 ' Chocked TW/JW ' GENERAL NOTE: — _-� - - ' E_ Date JUNE 1. 1994 THE LOCATION OF SITE UTILITIES NOTED ON THIS ` .lob No 92065.00.5 DRAWING ARE BASED ON THE LATEST AND THE MOST COMPLETE AVAILABLE INFORMATION - Sheet No. VIDED BY THE OWNER. CONTRACTOR 70 VERIFY LOCATION OF SITE I � PRO � �- n UTILITIES PRIOR TO CONSTRUCTION AND TO PROCEED WITH CAUTION -- A1 ' 1 DURING CONSTRUCTION. IF DURING VERIFICATION OR CONSTRUCTION T E PLAN CONSTRUCTION S I LIMITS g THE CONTRACTOR DISCOVERS UTILITIES NOT NOTED ON DRAWINGS, HE 9 3 IS TO CONTACT THE ARCHITECT qII SW Washington Sp Rd Rt 1P Ql 0149 1 of 9e IF THIS NOTICE.APPEARS CLF.ARFR THAN THEULT 7 1998 INx'IIMFNT.VHF.DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED I�III�Illllll l{!Illl�ll111 1 1�lllll�1111l l llillJill 111111 1llll1l1lllll 1illyi111l1 1 111111111111 1 1111111�1�1�1 1 1�1�1�1�1�Ijlll lllllll�l�lllll l l�lll�l�l�l�l l�l�l��l�{�{� ItMpr wrc•CHO MINA_ R_- nlllllllllllllill Inlhluhlllllll!!InIiIrII InIImI nu{nn uu{nn nu{nor nnlnu Iu1{Illl�lu{ uI{nn IUllnnhnllnl+Ilnlnn,nulnit IuthlulltltMlillnulm„In{nn nnh ithm mllu,l nllhnl+f11111I1 lulinn Imhm nuhn l ull f m s _ 1- u Pet-FA521CATED -- E,�C g�LA6 IC,NT u - I !o EXIgT c ASPHA.L.T COLIC ELt� VXULT AS?Hkc, PIM liew COWt.. —__� I/4" :v gt OPt BAWD 131 AST t N PATC4 TO r, nTCH �- f AV I IJC� J OIIJ i ` F_P�LEe PANING PLO.►.1TIIJC� 6CD -A 0 � _�----- PLA,C.t - TYP. ' EMSTIWG MN IJEW A.gPI.IALT SAW CUT Ce TOOL "-`r DOWEL CoNr- Cuep, PAVIIJC� PkTCH J01147' _ TO MA CH I`X16TCI z -- Al , _ C ,P CO1� WALL • MCF11-r- TO MATCH - COWC PA I'Aq P I C _ - C L4 - Tc, MkTCH PeE-CA51 • � u0 ExFOSED TIE EXISTIll, t _ loX to )( W'-4 )(W1,4 li _--- — - 1 �� COMPAC-TED y HOLD. - L►C�Nt4A1�D Iit P\ / '�u2 PL.AI►,1 WIRE FABZIC I - - PeA �W PSLAST - 7 1 1 J, . . iama)( WI.4 XWI,4 r - 9 - ° �• PLAItJ WIPT- FABRaC - O C2USNCU �E -- - - - -- V .Q4. aP o •• 5EALAIJT Ols4 s o rib d E Cet1SHED e)A5r_ ,d, I� „ o EXPI+Ir .1T FILLE2 - 1 rS - PUSHC.O a►. . _ 18"O•G I — - — 1,-Ab ' CONC �, fill - . r II _I ►a 0,C E.14, II — 1I _ I I _Tj III I s 8 eEILIF C M;T, - (T I -'_`,:" � _O •� ,_ „ :�s_p- I.1 ��,,gg � `a C ° �--•--------- 4'' c t•1 PACT ED C?uSHED tbAgE. Ar hitecture, Plannt ng, 3 Interkx Design _ I a g0' Second Avenue, Seattle, WA 98104 e. .p nil, ?E F. STQtJC Tel 206 /682-3460 Fax 206 ;343-9388 - 41 2u - ELECTRICAL VAULT SECTION BENCH DETAIL CURB DETAIL CONC. PAVING DETAIL 1 � SIDEWALK CONTROL JT. 1/211 = I —011 19'- II" __t I'-Zu (A FOf� TYPICl�� S'' ASPNA�T PAVIUC, Y- 4't �41t - JOIIIT SEALEa i�s/8" NOTES eeF PATCH TO MATCH - ----- ----� JOILIT �EALEL' ''1zE-FABe1CATED COLJC, I � DETAIL. 2�jad`' PATCH T G q e E.4,5 E I IJT EEC EPT el? - - COUC PAV►W� - CONC PANIQq _ _ y?AeLQ l LQiJC P0Y1►+f�- - COuC CU12P� - (- - 1 ---- ---_- PM-CAST C01JC �t q DOWEL rn r�WCN SLAS ------ PP-OFILF- TO MATCH �4 [�OWt.1. Al"O.C. -- EESJE @ Jac. I I � ' � •; • : tI MU B011D I COT SLEEVE. @ gL 4 F — � � � __ -� uEW 5 CEX S ¢EIuFOtE, , ►, "C ..• Iv X lv X WI.4 X Wl,a -' i '- BM eEF SreuC Fol N /e R l u 1 FAP.�21C - � PLA W 2E - -- _ �ACeFILL = - I�/ �A� I IIS VIII III SII k=_� .�'-� - --- EXIsT'C oZ ►a1=_�1 8" _ • - ° # eEILlF a 18°O.G = ----.� o'• '6 ;' o- 'I I I� u- d tt A•r •. �. I ,.a [�! J I I\ / I ( _ / ,� C M u WA. enAF Cour• �. = . ' - - •p _ - --lf• EA WAY _ -- ' C II -- } _ — } _ _ SEp LAL:T Ou EXPAL� ,',O .9 CeUSHED P5ASE -f v-- _1 _- - 1' T FIL t'_Q. 'b�- e � • ♦/�� I I s l :-41 O ` o •, a, `a — Ce.USHF D bP�9E. — - i I If I (• i � II � - _ •, ,_ tXISZCa COIJG SI.Ab •jCIQT FILLF-P �. r �+ _ LIEW CONC 51.1.D ,111 '05 4 CO M P�.GT � ___ _ oP cseOYPp WASHINGTON 1 I - CeusHt ,D Ase , _P L N 4"96 LOC•rwC1 FEANIE COvtlr-TYP SQUARE ?11 41 COWL PAVI►JC� I4 ��F STRUC . s eE,I�,F Ie FOOD COURT T. C W. ON TOP ONLY BENCH DETAIL CONC. PAVING EXP. JT. SIDEWALK CONSTRUCTIONJ 20 CURB DETAIL , — 12 1 ,i�1, I._DII COAMPACTEO P� OREGON I /z = I -o CQ vE TIGAR , PAViu W - EXIgT� COt.IC. 'J d- � _ �a ?" - PEE-CAST COLJC I CAP C01JC, 611 / %p,"To'/4'' — JOMT SCALe2 uLW CO►.IC. Ci • g FOQ TYPICAL -_— o CCW F @ IB SIDEWALIL �4 51DEL.IALIC. -- - —_---- IJO'ti'LS eEF r--- COWC PAVIIJC� �-- J01QT SEALE2 _ - - �; r, z ° n t)ETAI L 19/A l m -- ---- -JOII.IT SEALlte ' ss b IZEII.IF ais"O•C sF ,-I i'QC FAB21CATeD ►i OUTLE� '` - - FOR 4 DOWEL � � ' Eh WAY "- SLEEVE 24'�O,C IAILE 1 t COLIC gZEA`�E - , CIP COh1C TO �° 1LlTEeCCPT02 I I ' I 1 I MATCH Pee-CAST 'i!' •� WINMAR PACIFIC, INC. '/6''R _ EXIST� Colac CueE - SIDEWALK. A DZILL � t I • o - k1ITEYPZOOF MtP'(bt ¢ • pu. py o o —_o_ �'__ _ � C�20UT � I t -- 01l,1 1►.LL ►IJTE?-ID Z _ V1`-O'� �►' SU2FACE1.), MLOIJ --= JO I IJT FILLF� -�- --` __ _- e= :.. - _ o e�' CAP p• Q' t fi .i.--�6. i►.— I I► z r --_---- SLEEVE � _ o I Dy lil Ii JOIh1T =ILLZb -i--n-- -- w• i 1 ►-� .o . - • . n I •C,. (��O;° >. • •0, — - ALAN¢T O ND EHXPO AL.E J21LL � C20UT t% 2 P Eb C �USHED AEo CKUSHED bD�gEW/FILTEIZ FAbtIC crk' SE is!4 DOWEL " I C2 jr FI_LEe . 11,566, 1- CeuSHED ftAlst CONC. sLAe bECTiOL1� 2r-F STeUG, TAIL GREASE INTERCEPTOR DETAILS PLAN�TE�R DETAIL CONC. PAVING CONTROL JT. SIDEWALK CONNECTION DE 17 CURB DETAIL ,6 _ — 13 ,� • = I�_o� ;i4'' = I'-o' 3 _ _ r� IbUILDIIAq L;NG - /o'711 '/Z" — SEALANT ON EXPAIJ ,i JT FiLLt:.2 TYR COLIC CU25 4 PJUII_DIf`l — JOlL1T SEAI._E2 ---- CtE1JEi�ATOIE � , --- PAVINC.l - P20FILE. `t _ __ TO MATrH EX1ST'C, LIIJE -- -- - JOINT FIL.LE12 - - _ CAP CAST C;�: C _ couc sIDEwAIIc. 'i2'' 8' conic �jt.o W/ OD �y - COt,IC:. 51DEWALIL 2- LAYERS U5 cn ii EXIs?Ct 8'�CMLI G•' SIM \ ZEWIF @ 12" O•C C W = It CIP COLIC, TO .�� /� I"P_ _ - !o )( 1.0 )(141.4 % W1,4• -- CONC. CAP - 'I l I I :..'LIt1 MATCH PM-CAST �V I Alt- ' PLbJW WIRE FA.P.�tZIC, _ _ - _ - 3 1► _ __ tuos�N rvu►RauAROT n - , _III •, --- - DOWEL L ��/�, (- 05A.CK.FILL = - lot1 X 8t_011 L - klA'TE FV-00F Mr.1151 �TnJE. t2 _ O � I i i • - a ---___ .. ,,• � ..�. U• � STAAII�aRo STCI�'-L 6uizFACE TEiz�1�W 1_>' — - -,, a v: 'Q•I — #3 eEIL1F. C011T `� '•i a C2USNED 15ASE : .o _. � - 5 5 \ ,, ',� :.•• � °y'-tD ' S-O' W , PIPE FILL COLJC `• OF \ 11 EXIST C� PA11yT , • CAP o CRUSHED PEASE. MIN, XII - - - � I-0� ►'-OM ruQ�E _ ..-' • - ASPHALT PaY11;c:� � � . . -�-�-� EXISTS MX a CO !C SLA5 ON Revisions p �.c •• \ III - -- _ - --- _ o. - COWC. P, ,'3EQ` -�• .�. _ - -- o i;_ � _ � dF • C1ZU�NEO BASE _ - - --- jl,��l -- I I II - �►► =�lu1=xIST'q 1=ouNAATIot<1 X 16D DUCT 'L�C GIA _ �. PI.ALITINC, BED ' b4lmk uNDEZ FWD - -- M111 STeur- EA b1AY PLANTER DETAIL --- -- -____ SIDEWALK ISOLATION JT- GEi.ERATOR PAD DETAIL - - o o -- ► 4-�4'ta� x I. ' L 22 _ � _ - CURB DETAIL - 0 14 -fie = I'-c,'' t ��' -,o� _ I HEADED STUD i - I -oil - _ -- Iz 4 1112,, - I,_o" — I`/2' = I'-O` � _ =1 i A L"CHOR'S TOP4 bOT IJEW ;Q•O, :, No Dow Ily Dwaalon loy ----- ---- ----- CONC. SIDEWALK ►► - jol"T SEALER -- -- -- — TRQu`0F02MER _ iU _ S�_ 41I41110- 1 '�/q A '� N ,- >' EX 1,57 �" SPLIT Sheet Title COLIC. 1JV�.lTEiZ COI'IC P�,VI►.1C1 -- __v - -� F'eE-FABRIC-TED - o, II FACE CMU COPC PAD �t - ----- --. - - — CUiZF5 �4 Dowel a 'Oc -- 'd d °- ;o -� cA t` " �`° 11CW e" SPuT F&C>r SITE DETAILS VE tL WWF 1. X L° X V PLAIJTI NC1 PEEP 1jl G F _ IIII — _ — t, _ .� CMU TC M►.TCN 10x X wl•4 x w1 4 11 oN �1 0ll EXI'.5 T'Ci PLAlQ 14112Et=11111b21C - - -- � �. p : C �'i i x•00 @ " C• _ r i z •O O O' ELUCTOC COLIC. IB O. TYP - o: I= DUCT 15p. Y-d '� - --- b K to X ,J 1.4 X kl l•4 - mi 1'I-AIN W RE FAP�t21G ' - - - - - - O C AUC oes`grMd WN/KH -_-_ ' � ----------- 3 eC111F. CO)�CT'. _� �, a � - CeUSNE.D P�ASL`. •. �m I� dawn JW N i �4 -- 1 i - I ---- Q � o a >v ChlCloed TW/JW �� I .. If III - - JOIW7 FILLER -_- CR�.ISNED 6ASG I I i O COMPACTED PEA Dde JUNE 1, 1994 -- wi - Sheet .1� � 9zoea.oes No. a - PIPE BOLLARD DETAIL DUCT BANK ENCLOSURE A1 . 2 SIDE1►'VALK EXPANSION JT. TRANSFORMER PAD DETAIL 18 ( - 23 PLANTER CURB DETAIL - - 15 3,g,, _ I,_o� II1'2 It_o,I 9595 SW Washmyto•,t,,i \ sup 94.0149 4 o199 Ilt�r IF THIS NOTICE.APPEARS CLF.ARF.R THAN THE ! I99R UO('IIMFNT.THE IKX'UMFNT15OFMARGINAL QUALITY. MIC1101ILMH•111) II11111111111 (MOM »AOt w oll 1111)�Ilillli I II11111111111 I IIIIIIIIillll I IllllllllliilIIIIIIIIII !IIIIIIll ll M1111111111111111 ( IIIIIIIIIIIII tllllllllli�l� - 11 ,,r 11111111111111111 IIIIIIIII IIIIIII, ' !Itlltnllitilnn tntlnit(1111911111111th nttlntl unlnlnln11111 Alluluu nnlmlhntltnl unlnnlnuhuthntlnt;lmtktnh►nhm nnlru nnlnn nnlntt nnlntt tn;inn tntl:nt tttinn tutltm ntlun nttltte n f !1: NOW x w v.5 v u T s R (DO P N.5 g ..1 OM 0GENERAL DEMOLITION NOTES: 00 a o � a 22'_O" 10' 0" 10' 0" 20 0' MAI,I, 20'-0" 20'-0" 20'_0" 9'-8" 10' 4" 20'-0" 9' 8" 10,_4" 30 0" 18'-3 „ I I I I I I I 1 Refer w :neehanlcsl, electrical, plumbing, fire protection, and structural drawings I I N I ( G f I E I I I 1 CI I for items to be removed, relocated, or to remain. LMN 34'_5„ 1 30_-0_ 1 30 -01 o'-o_ '-� 30.-0 _1 i -�_- so 0 2. Remove all built-ir. fixtures. Patch floors and walls to remain to match existing. 308 - - - - - - ` -r IbVY S. PA al (term Cwt ars i•qukvd b aKioormad a rww oonstnicom a► '{ I I I -I I I I ( I I I { shown on drawrW. This rtGub•s,but is ria wrw.d to,removal of aq tk aMV I I ! I I I I I { I I 1 ! I ( I A\ materlats down to Cis wrw"W slab,a[caikVs•and a1 pwtitb"that we not I supporbnp the muzarww Moor o I I I ! I { I I I I I ! I ! I I I I I f I I I I ! I I I I I { I 1 I ! I + I I I I I I 11 I I I I I { I ! I I I Wx 157'C4 I + I + { I I 7 9+•t��.tt �� I I I Architecture, Planning, & Interior Design 801 Second Avenue, Seattle,WA 98104 Tel 206 /682 3460 Fax 206 /343--9388 036 - -,- - - I I I i I I f DEMOLITION KEYNOTES: Remove display windows, platform,CMU curb and partitions Patch floor to match I I I I I I I I I ! ! I f I existing. 305 — - —- — - — — - — - — - — - — L. _.. _ . _ . _ J_. _ -j _ - - -I� - - -i- -L _ . _ . � . _ . �. _ . J Remove sliding glass doors, track, and all hardware. I I I I I I I I II I I I I O Remove partitions. Patch `.,00r and walls that are to remain to match existing. ' 1 I I 3341 n�?{i I O(��13,.18/orn�-'t+I`I� _�--__. _..__.__..._-_._1�!I.I.1II ..-_--_- -_�-�_-I_ .I II__ ____ _-IlI�I�xII��,•ar''Iri II I+!rI 1Il 1— itIIII�.,,4•R•.�'11,_t�. �_- '5 Y TII IIIi_ -, 1iI�+I!II__--_--•-�I I-- -_\�--,-_-�\��-�•-��E'+.III--\-_--��r�----�_`--_��--.-_-�-.+;II��'��-\J_____--'-.�II!III:=--_8 i�i_tIjlIII'II __.-�.1.Z 1 j ,2 _a,�;Z-��i'iII,'!_\T`\�\_\_�-Vf R ,`wwt'trt- - -;'2► 41 �l� Remove stairs, store at same location t ion for use by owner.r. Remove first floor mezzanine shown as shaded area. Ref er to structural dr awing s.�55 -j= • _t--!_ t- _ — Remove stone flooring. Patch floor to match existing. 1 Remove carpeting and all adhesive. Patch floor to match existing. WASHINGTON 1 s Remove wood toonng ar. adhesive. Patch floor to match existing.It �,• _ _ _ _ _ Remove furnng from around column. SQUAREURemove brick pavers, quarry tile, mortar bed, and grout. Pa?ch floor to matchFOOD CR T�J3 - - = existing. Remove fire hose cabinets. 1"1 01 PF �vPTL4 NSA Well PW& ,/.z.*4- TIGARD, OREGON Rsmove toilet fixtures and partitions. Cap all plumbing lines at floor line. (2 _ _ , 1- _ \ _ _ . _ . L . 7amou one= 13Remove stairs and railings. Patch floor at first floor and at mazzan.ne Remove escalator. Fill escalator pit and pour new concrete slab level with existing9 T floor. Refer to structural drawings. FO b LI Remove gypsum board enclosure.5WINMAR PACIFIC IN 91% C. r 4 16Remove all existing ceiling, light fixtures,difusers, and grilles except where noted. -4• _ Refer to mechanical drawings as to HVAC systems modification or demolition. 1a7Remove existing door and frame. Tw 1 7 iINOJMd� I0 . Remove existing entrance including dors, frames, granite cladng, concrete,�_ _ . _ _. � - - — __5 Jwatch f,00r and - alls, and Y5 oooo0o f --. _- . _ I1IIIiiiIII iIj ii 1Ii II�III I I I 1 I Z-- t`11-S�:- _C F1-ir1IIiIIIiitIIiI iiIi IIIi III tII I�-Rs"•S-= TtIIIiiiIIIiiIjiIi1III II III"'-(�!_ort!�II�!!!t!+I!!!tIl!It I!I!I I!"li-F-1LIIiiiIjIIiiiIIIiIII 1tI I/ -O4'\�-O•�-' R`- —IiIII1IiiiIiIjIIiI+III Ij I -- iIIiiIItIIIIIiII!I!III!+! -- --1IIIIIIiiiIIII!IiII'I. \�\—-�\- �--•iIiiiIIIIIIiIIi!I +,IjjiIIjjjjIIjj{-I II i•�--I---_---rI —�--E---- ��I{}fjIjIjji{jIiIjjIIIi---L +--`�IIII�!1!I!!+I!II!Ih!!i.__1�__ .I?7�,1��1T�Iii+IIiIIIII!I1IiiII,I,r—,�M',L'--.�.�Iii1IIsIIiiIIIIiIIiI +-__�!!!!!l!!+!I!!!++l!I }KiifIiIiIIIII-�3�+- rs---`�•----`�r•+IIIIIIiI iIiIii+IIII t--�.n1,3,T—,n+!!!IlllI!!I+I1'+iII �IIIiIIIi�iiII'j►I�I1III. _ —/--- -�-IIj!IIIII y l�II I walls t o remain to mat ch existing. Y+ � TP Remove existing exterior, load bearing, ng' 8' CMU wall f or new storefrc nt display 1�9window. Refer to architectural and structural drawings. i � 11 1 i . 11 EMovE 02 (b I 1 / I r 1 I Remove existing exterior, load bearng, 8' CMU wall for new entrance. Refer to0r `Z ` t4s ! � I I I 1 Carchitectural and structural drawngs.WSTALLSO SN F IcoUSTeu:'lo ` hl I _ _ , IS� T� - +3 Remove existing exterior, load bearng, d' CMU wall for new door. Refer to architectural drawings. + 1I 14, 2Remove concrete loading dock. Patch loading dock that is to remain. T- -r t- Remove all tracks suspended from canopy and that extend into receiving room. Remove existing trash chute and enclosure. Patch first floor mezzanine to match 05 existing. • -- - - - - - - ! • -- - i- -29 fi N j Remove elevator pit enclosure wall. Refer to architectural drawings. � O_ B.r TD JUOSENiMLF 'RQo-eUA sAcr Rt�oOt �, _� . _ -r ; !I1W 'tYP SEA I9�� OF Envisions 2 LUN22,1994 ADDENO U.- -. 2b J.{ - i C? I NO o.q j I I I Sheet Title 26 - • - - - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - W01TM eEF DWC, SHEET A1.I FOE671E- ��Mo1. -lcQ FIRST FLOOR II I jj j DEMOLITION PL_ _AN l Ij r - -1 - - • - - - • - - . _ . - . _ t- . _ . _ - - . - _ -•- _ -+r r H- - - - - - - Dwn CD/JW Checled TW/JW I t I II I Us JUNE 1, 1994 DEMOLITION PLAN Job No. 92085.06A Sheet No. o e1 16, 32, 43 A2.1 9585 sW Washingirn Sq Rd RUP 91.0119 S44k of98 IFTHISNOT14L FAPPEARS CLEARER THAN THE ILr 7 1995 I.XwUMENT.THE DWUMFNTISOFMARGINALQUALITY. MICROFILMED _ IIIII�llelll�ll ISI*dal II II�;�IIIII111 I Illllllil�111 1111111��1111 I rin�lr�lllll Illll�l�llllr I�I�Ip�n��) �I�I'JI�III;I 1111111�111III1 t I�I�I�IIIII�I I�I�III��IIII In nulnn unlnu tln?'ru�n - - 1 x a a C O O oo GENERAL DEMOLITION NOTES:sw CV5T ON.5 2sO 22,-0„ 10 _0„ 10' 0„ 20,•0. ?0, 0„ 20 _0„ 20,-0„ 20,_0„ 9,-8„ 20' 0' 10'4” 0._0„ 18'-3 .. I I I I t I I I ! I u 1 1 Hefei to mechanical, electrical, plumbing, fire protection, and stn.,tural drawings 1 I H I I Ci F I E I I D I I CI I CB I A for items to be removed, rtilocated, or to remain. LMNJLII 34. 5„ 80. 0" 30•- - ii 0,_0„ 301_0„ „ + - • _. ._ . _ . _. ( 1 _ ! .1_ I . _. . . _ . _ I_ . _ ( _ _ t _ _ I ! - - - -- _ I _ . _! I !_ . _. _ . _ . ! _ . _ . r- - - - - - . . . ... . . . . . . . 2� Remove all built to fixtures. Patch floors and wells to remain to match existing. 1 8. Nunova all sterns mat art requWW w auc(xnrrx)date new oonstrucbon as I I I I I 1 I I I I I 1 I M' II I j I I I I I shown on drawwVs. This InrJudes,but it not waled to,rerrxovat of ail/tooring I I I I I I I 1 ! I I ! ( 11 I I I I I naanals down to tie concrete slab,of oedinp, and aI par tubi.. o I I 1 ! 1j, 'Remove all waft on liras Now nozzanine rxa rer t*W for new constnxUat I I I I I I I I I I I I I II ! I I I ! I I 37 - - . _ . _ . _. _ . _i _ . _ . _ . _ . _ i_ . _ . i_ .. 1 . _ . - . _ . _ .i_ . i _ . -! _ . __ . _ . - - - - - I ---- - - I I I h t t I I I I I 1 I II I I I I I j I I 1 1 I I I I I I I I i II I I i i rtit�� 00 12F LOCA, ! Architecture, Planning, 8 Interior Design ecw F1 PC o I I I ! t I 1 ! ! I I ! ! 11 - ---1 P<.aTi � �,Irot ej►c ! 801 Second Avenue, Seattle,WA 9804 Z Lr','�v I. i i S!Co ND FtLR L E v 4 L t x Px.N. I Tel 206 /682-3460 Fax 206 /343-93M r-t e W-1 QEF'• %TeUFTUZAkL_ I - - • - • -- - - • -t - • - • -- - - - - I i - - . _ 1. ! ._ . _ •t_ . _ . _ . _ � . _ C� I I I 1 t t 1 tIr L o I I 1 •T 1 i I i, i i t i i i i 1 1 i i i 1 , l zRMa��.l �� I ► cousTeu&lou !o -"16 ! DEMOLITION KEYNOTES: •� i --L.J.. .L.,�..t..�?�..L_L.J.LL.� -u_� i I i �� 'Fel.t�", F;.':H �_. AZE4 t5 t I ZR I I •� 1 I �Y ot.wt • V Remove partitions. Patch floor and walls that are to remain to match existing. L . _ Remove second floor mezzanine shown as shaded area. Reference structural drawings. Remove stairs and railings. Patch floor at second floor. Remove a'one flooring. Patch floor to match existing. 5�. Remove carpeting and all adhesive. Patch floor to match existing. 1 - - _-1 -- Remove wood flooring and adhe�rve Patch floor to match existing. 7. Remove furring from around columns. M EA� i I ! I O WASHINGTON y O8 Remove all shelves. 1 I I 1 1 ( �! ! I I I I ! !�� ` 1 3 3 2 \ O Remove toilet fixtures,partitions,ceramic tile,and remove all plumbing lines below SQUARE I I I I ! ! If J j second floor. Patch floor to match existing. is ; \ \ i , i II ! i ! i ! - -— FOOD COURT ' ' _ Remove escalah,rs and railings. Patch fluor to match existing. 3v3 ,1-- - - � -- • - - - t _ - --\>s�\ � \ r. - - i- � � - . -ftp/ -r -!. - T ,. _ - -•f.l_ . _ . _ . _ . �. - -+r _ - -� It I ! I \ \I 1 1 s I I I I I I I I I 1'. Remove concrete slab floor and structs re. Refer to structural drawings 1.8 - \ \ `- -- - - r - --� iy 5 r \ \ --- O O ' t I I I i j - GAR: OREGON _ - - _. . . . . . � Remove CMU walls. Patch floor to match existing. - . .L . _j 1 Refer to elactrical drawings for demolition of transformer and electrical room. �� ►.r. .. ' / * r I 14. Remove railing, r lass, and anchors. Patch floor to match existing. . .�10 i � ! � � ! 4 1 I I\ 1 ICow~ 32 - • - - - - - i - - • t _— - i� -t- - • --- _ii _ - i -\-i - = �.i- _i_ _ _t� - . _ I� _ . . �_ T _ I ; ; \ � �� ►�` y \ , \. 15. Remove all existing ceiling,light fixtures,diffusers,and grilles,except where noted. FOR 7 _i1 1 1 1 1 1 1 - 1 11 1 h 1 I O Refer to mechanical drawings as to HVAC systems modification or demolition. t 4k, 20 I ! ! 1 14 -f----� ----� 1 �! I I it I WINMAR PACIFIC, INC, b �""'�, ti 1 16. Remove existing door and frame. _ 17. Remove existing exterior, load bearing, 8'CMU wall for a new storefront opening. Refer to architectural and structural drawings. - i I I I 1 1 ► I ! I � � -� !I r=� I 1 I ' � ii ! i r�"- ` - 2 I II I .1 - I I f- ter'T 1 w•"� existing trash chute and enclosure. Patch second floor and roof to match CD I , .-, i � ��_ I- _ - _ _ ` ♦ _ • _ 18. Remove e s g _T ti ' I r , �` 2 existing. I I r 4 I I� I I ! II IES Nab I � I• DI ! ti 19. Remove roof deck and structure shown as shaded area. Refer to structure! C, Remove concrete slab on metal deck and structure for new escalator. Refer to i structural drawings. �- � l ! I i 1 ..... , b I I I i- 4 I �_..1_._:I I_ �; i _i-IV--- 1 21. Remove existing extenor, load bearing, 8 CMU wal, fo a new trash chute O o nine. _:T._P'17_ _ . --- — . — . _ _4 3� M ._ . -_ � ''�"�\ 1 \ I1 � ._ . _ . _ . � _ 1 � T,rp � ix \�- ! Ab TY? 29 0,� - - -! I � - - - - �►- -- �- - r, L - _ _ � _ _ - - -- - - -I- - . -I I�. _ . _I I- _ . . . . . . . . .II -- - I I I •;! I 1 i1 i ! I I I I it I• 1.1 OD I ! 1 etMOVF� F'ue$wG 1 I I I I l l I 1 1 1 I I I V o r FICON! rtA2 \ a - T . _ 1 — j — • _ a,�LS TAY P.t ' — — i — — — — — ♦- — 1 ' - — !_ . —1 T- -- -� JUOSEN W-ARUUAROT (:6.:5 \ i i I I i i ! 1 SEA ML � SOF &- i ! Revisions i I 'i i i i ji � I 13 ! i 3 I Ii 2 I 3 1 i Q, � C � I I I i �, r ! •\ ! I I I I I I I I I JUNE 8�►4�ia ADDE1vDtlM I I � I I I � 11 1�:� __ ��.t.•.�,� I I I II I 1 I I L, 1 '�,• � 19 27 1. _ . ll ._ . ._ - 1 . - - I_ . _ . _ . _ . L . _- - - O CIZ i i r, r} l i • • + I I 1 1 II I 1 I I I 11 I r tlr r It i t I t t 1 ► :t .t I -i _L _► -L ..ti I t < < _� I 1 I If I I 1 I No NO 9V -r _tl r 1 '1 -1 -1 -0 I I I I ! I ! Sheet Title - i I If ! I j If j If j ! I ! SECOND FLC.�R i i i DEMOLITION PLAN o I I 1 1 I i I I I I I I I I I I I If I I I I i i i 1 i i I I Ii i I i i If i If i I I ! i i i I i i I I li i I i i ! I 1 if 1 ! 1 ! - i - - - - - j- - i-- I- -1 i- - �- - -I- - - - - - - _ir . - • - - - . .-i - - -1- - - - - -r _ _1 _ �-1- • - - - - - • -� _ � _ _ �- _ _ _ + H y °�"_e°-- _ ti wm ooi,rvy _— I I 11 I j I I I I I I I I I I I 1 1 I I I I Chm*ed T W/JW Date JUNE 1, 1 ti'i�4 Job No t)20df5.0e.fs----- 1 SECOND FLOOR — DEMOLITION PLAN -- � 1 i1 e•' >a t'-o•' _� � Sheet No T 0 8' 16' 32' 48' A2 .2 ..l 9Se5 SW Washington Sq Rd Sup 9+014q 60196 IF THIS NOTK•F APPEARS(,I.F.AkER THAN THF. nr,T 7 Ig9P IXX'IIMENT,THF.DMUMENT IS OF MARGINAL QUALITt. MIC110F I LN11',I) 111111111 Jill 1111111111111ll 1Jill 11 11111 1111111111111 1111111i11111 I tlllijl�lllli I IJIIiIIIIJIJ1 l IIIIIII�tIIII I (llllllllllll i IIIIIIIIIII{III l Illll�lllllll t111111I1�!)Ij 11111111 Illlllltt IItIIIIIb:IIIIIIIIHIIIIIINIIIIIIIIIIN IIII{till 1111{1111 INIIIUI IIIIIlIII IIIIIIItIIRlllllll INIIIIII Uhllllllllllltlll Illlltlll Ilillllh ItI111111NtltMlllhti111111 Hlltll INllltll Itltlhit pltli111!111111;l 11111111 tlUllltl 111111111 lltbttlhlfltttl)IIr t iA�.tMr4n!v-?Srii.rF..swR ,ern.,^-'re.s.....�- .-..-.��.�:m-.. _-'r'.�_.��v'�'-T-_'��* -. �e -.�>a �.fi-__�_'-.F_`r.T`. _.. ... z � F �. _. - -+n- r T•r`� F.i�an"fn"-...'ss`-_.+.-'r'x-ao'<T�._. .� �F-F�'.a-s-..�-�-�.,.,.., ._ -.�-. ._..- -�.. �.._ -cs.err-.�nmx-�*'r.:...--F.'m^'�,.�garlr�."A"T�I�,.PIFiF•A�.li•T�.. X v s OU T S R� Q P N.5 g X1.1 N �L� ROOM FINISH SCHEDULE 00 000 00 22'"0' 10'-0" 10' 0" 20'.0" 20'-0" 10'-0" 20'-0" L 20'-0" 9'-8" 10'4" L 20'-0" L 9'-8" L10' 4" 30'-0" 18'-3 " *-- Room Room Name Bow Floor N.Wall S.Well E.Well W.Wall Ceiliag Remarks -- LMN - I M I I r I F1 I I I DI t Cil I 8 ! A 100 NORTH TENANT AREA CONC /1 L 101 EAST MAIL S S/M --- --• P1.7 PT-1 GWB/PT-6 /10 I I 34,•5„ --b0,_0„ -_ 30'.061 0.0� ,_0„ 30 0" 1-_ -�'0 ,. _ �0 0 __ ■ ; �- �- 102 SOUTH TENANT AREA CONC !- �' 103 WEST MALL S --- .-- PT-7 PT-) GW8/PT 7 /10 I I I 104 INFORMATION DESK S C --- GWB/PT•7 GWB/PT-7 GW8/PT-7 GW8/PT-5 -- -- 105 SUPPLY S C GWB/PT-6 GWB/PT-6 GWB/PT-6 GWB/PT-6 GWB/PT-6 - i I I I ! I I ! ! ! I I ! I I I 12" CMIJ I I 106 VESTIBULE S M/S GWB/PT'8 GW8/PT 8 GWB/PT 8 I I I I SHE WALL i ! ! ! 107 DOCK_ - CONC -- Pf-2 PT-2 /2,3,4 I I 1 1 I 1 I ! 1 1 I i 108 LOADING DOCK R CONC GW8/PT-9 PT-9 GWB/PT•9 PT-9 GWB/PT-9 /5,8 _1_ . _ .L .!_.1 . _. _ . _ . _.I_._ � _. _. ! _. _ . _. _�L._. _- -•- I 1 - . I r - - tOg CORRIDOR PT-7 GWB/PT-7 PT-7 PT-7 PT-7 1 I ! 1 I I I I j 110 VALVE ROOM R PT-7 GWB/PT-7 PT-) GWB/PT-7 PT-7 /7 Architecture, Planning, & Intents Design 1 I I ! I I 1 I 11 (A> I I I STAIR S S GWB/PT-6 N0. 1 ..I ( I I t i ( I I 801 Second Avenue, Seattle, WA 98104 NO. STAIR 1 I _ - ... /il Tel 206 /682-W Fax 206 /343-93M I I I ! I I ! ! ! f I 1 I I I l I I I I NO.4 STAIR R CONC GWB/PT-7 GWB/PT-7 GWB/PT.7 GWB/PT-7 GWB/PT-7 I I I I ! I 1 I I I I 1 ! I I NO.5 EXISTING STAIR .-- --- PT-6 PT-6 PT-6 PT-6 PT-6 � I I - _ . - . _ . _ - _►_ -L _�_ . _ .L-_ • �• - •- ' - • - �... _ I_ . _. � _ . _._ . _!� _ _I . , ' j_ _ _ �. _ _ 1_ _ _ N0.6 STAIR R CONC GWB/PT-7 GWB/PT-1 GW8/PT7 GWB/Pl r GW@/PT ] I I 1 1 I I 1 I I I 1 1 I I I I I NO. STAIR R CONC GWB/PT-7 GWB/PT-7 GWB/PT•7 GWB/PT-7 GWB/PT•7 _ I 1 NO.9 ... --• ... ... •-- --- ••. N AIR I I I L I NOTES: I I 1 1 I j I I I j j I I I I 4'-01' 121'-6" _ 32' 7" V RIFY 1. Tenant _ E 9-4" ITEM DESCRIPTIONto provide finish out -•-. __ . _I _ I •1_ . �. _ . _. _ . _ �._ J_ ._. .# _._- _ . _l� _._+_ . _L_ __ . {- _ --4. _. J _ ._. _ . ♦._ . : _ .� . _-i. __i _ i 2. Clean,prop,and peintexisting overhead doors and frames. R RUBBER BASE 3. Paint new exterior wall where overhead door has been removed. I I 1 1 I I I I Ij I I j j j II j S STONE PAVERS _ . � � • , __�_ I 4. Clean,prep,•Ind paint existing canopy perimeter and soffit. I 1 f 1 I I I I I I I I I 6 POCK i PPT PORCELAIN PAVER TILE 5. Clean,prep,and paint existing overhead doors and walls. 107 6. Sealed 4'-0'H x 1/4'Thk hardboard wai..scot with metal Vim,on all walls. r--- CMT CERAMIC MOSAIC TILE7. New base along west wall to match existing. I 14T-1) I I VC'�' VINYL COMPOSITION TILE I t I I I NEW 8" CONC I I 8. Tenant to install and finish mezzanine stairs. I I I 1 I I I I I I I 9'-10" 1A'-9r/?" '-61/ /" - SHEAR WAL� - , I C CARPET _ 9. Provide rubber base,sealed 4'-0'H x 1/4'Thk hardboard wainscot with metal I i I - - _ - I - - I I I ! I I I j STAlR N0, 4 _ - 1070 108A I I I M ENTRY MAT Vim at walls that are patched and painted only ercund elevator and stair shaft - - # CONC CONCRETE 10. Refer to drawing sheet A6.6 for paver file pattern. r ! r I " I - - _- 109 11. Refer to drawing sheet A6.7 for paver file pattern. I 1 I t I I 1.4 1 -o- L' j C t i I __30'4) - - ,r ,� LOA-bIN -- CGT ;FRAMIC GLAZED TILE 12 Clean,Prep,and paint walls in elevator hoistwa and is �, I ( I I ! I 'NEW COLUMN II- I _ _ o ____ _ _ -= i AREA RF3IDOR gyP y ° prep WASHINGTON ,REF STRI,�.-- � % 1 t I , - 11,0 GWB GYPSUM WALL BOARD 13. Paint sum wall board enclosure around elevator shaft. Clean, re �- -- _ _ - _ - - , • - • - - •- ; - _ _ _. _ . _ - ' - ' . - - - - - ' -- - - .♦ • - • - • - is 108 109 - and paint elevator doors and frames. t _-_--_ 1 - I - I PT-1 PAINT SYSTEM 14. Paint walls with PT 9. SQUARE 1 ( I I I NEW 8., 11 1 j-- i ACT ACOUSTICAL CEILING TILE CONC SHEAR -EXIST WALLS i I I I 1 I ( . r '� I I I I WALL 1 TO REMAIN I I 1 I v-�--�- JI`Z-� r .Ar+�s kiR. - - - - - I- - :�• ; - - ' - I - - - ' - - - �. R'�;an µ`a4ue� FOOD COURT I I I Imo 4.e+Jr4&T I I r t NORTH TE T 1 1 I I 110 I �(•tv Fad Alo-o-+ DOOR FINISH SCHEDULE 1.8 � 100 � I �_ I I - 110 J\"„` • 2 - -�-Je- - Z- :.� J- _ J;_K`�wr_ I._ . _ ._ . _ . L . - i- - -! - - I- - - - - - !- -�rL . _. J. - _ . 1• Materials Details TI CARD, OREGON uL NEW COLUMN EXISTING - A . REF STR C. I I I I STAIR N0. g I Door T 0 ping o ,� Rating HEAD JAMB JAMB SILL HDW REMARKS �L32 _ I i y ,_ I I I I I I I I - - - . _ (�, ..'- - . _ . _. _ . _ . _ 1 i _I._ i ,.i .? _ i 1 - - - 100 PR 6'-0-X 7'-0' 8 2 2HR 3 4 4 --- 1 Ft7FE INFORMATION -----_--SUPPLY •. I ! _ ,__ I 102A PR 6'-0'X7'-0' - B 2 --- 9 10 10 19 2 1 tDESK ROO \ 102B PR 6'-0'x 7'-0' 8 --- 2 - 17 18 18 19 1 WINMAR PACIFIC, INC. �I 3 - 1 -- _ _ =-=--I- = �_ 104 - -- --� 05 _ �, _ . _ - ----- I I -- --- .-- -- -- � � 1 B 2 9 i5 18 EXISTING, /1 I 102C PR 6'-0'X 7'-0' EXIST ca- L-------- =__-- ----- t _� - I I T.. 7 I ------ I I 111 - - ` I 4 1020 PR 6'-0'X7'-0' 8 --- 2 .. 9 13 10 --- --- EXISTING, /1 I 1 I 1 I 1 1 I o o A3 3 > 105 PR 6'-0'X 7'-0' 8 --- 2 1 HR 3 4 4 20 3 - 1 REF t / 6 r-- I I < FI I r QD m WEST MALL I _ _ _ _.FOR T�FAVE� 1 .. I �' I � - �EAS _ � 1 �� I06 PR 6' 0'X 8'-0' C T 4/A4.4 9/A4A 10/A4.4 11/A4.4 07-1,4 /3 I 103 _ 1 ! PAT TER .I ( t - I #- 111� I u•- -- ^� 1 1068 PR 6'-0'X 8' 0' C T -- 4/A4.4 10/A4.4 10/A4.4 II/A4.4 DT-t,4 /3 J ( I I i I '►lFhl ' . I o 0 o A3 1 106C PR 6'-0'X 8'-0' C T --- --- 4/A4.4 IOWA 10/A4.4 l l/A4.4 DT-1,4 /3 I I ( 1 'IEECTOZi tic �., I I I I 114 L -- , � ► LAD 0 I 106 0 1 I I •-_---•• I I I l I I I 1 -- - -- S' o $2 r H,C A `' 1%D PR 6'-0'X 8'-0' C T --- ••. 5/A4.4 9/A4.4 10/A4.4 l l/A4.4 DT-tA,4 /3 - - - ' +- - ' -EXIST OL + w { _ 1 L _ I- tom -J - - 4 '� - - - - 1�"': Q` - ' ` -- 106E PR 6'•0'X 8'-0' C 1 --- 5/A4.4 9/A4.4 10/A4.4 13JA4.4 DT-2A /3 I �_/�I� I I r I I I I I I ! `�•� A6 5 ! STAIR N0. 1 t �•'� 81 i I - I 106F PR 6'-0'X 8'-0' C T --- 4/A4.4 10/A4.4 10/A4.4 13/A4.4 OT-2 /3 J 1� J : I I I I I I I I., 11 --- 0 1 r r I _ ----"�• �' ' I 106G PR 6'-0'X 8'-0' C T •- 4/A4.4 10/A4.4 10/A4.4 13/A4.4 DT 2 /3 :. of �� • - �•.�-' I - �I I 106H PR 6'-0'X 8'-0' C T --- - - 4/A4.4 9/A4.4 10/A4.4 13/A4.4 DT-2 /3 I A5 5 1 4 I I I 1 1 I I I I 1 1 I I I I + Ia'' o _ NEW COL MN I I I I I j ' I I 107A S 3'-0'X 7'-0' A --- 1 ... --- .-• --• ... •-• EXISTING, /1 ryp ; 1 J I - REF STRUG. I I I I I I I I _ / ;.� Clanrioator: Exist escalator dirr : I I 1018 S 3'-0'X 7'-0' A -- --- --- --• --- --- ... • o ♦ are 5'-10"N CLS ta••tU"L x °¢ ' i 1 I I I I I I f I I I I I 1 I I o 1 EXISTING, /1 �_ ��r, - __ - + - - I- • - • - • - -•- -. _ _ i _ - '_ _ •-•-- -- - - -4 _ _ _; - • - • I _� 107C S 3' 0'X7' 0' A .. 1 --- -- -- - ... ... --- --- --• -- V EXISTING, /1 '- ' - Z " - " - " --_�- "^� 1- I ! I I ! I I I I -.1/^ 101D OH 10'-0'X 10'-0' - - EXISTING, /1 r• I - I I I R N I 1 I I I � ma c,-tlp�.� p►� I 108A OH 10'-o'X 10'-0• I � . ! i ! �� 1 r�t.t.ch+ I�'j►1,1 I 77 < EXISTING, /1 1088 S 3'-0'X 7'-0' A - 1 2HR. 3 4 4 5 109 PR 6'-0'X 7'-0' B EXISTING, /1 N I I 1 1 I I NE4 8" N I I 1 1 I 11 ► i N W I 3'-0'X 7'-0' .. ._. --- --- D I I I ! I I CONC ..HEAR ( $ CONC 110 S A 2HR 1 2 ' EXISTING, /1 , I E>dST wAll 1 I L-- ---- _ TO REMAIN t--� I - - ! 1- - - - - SMEAR WALL - 1 I ' WALL - - \ 111 --- --- --- --- ... _.. .-- ... --- y C I I I ! I I I I r-�� I I I I r I I S 3-0 X 1 0' EXISTING, /1 f J� /� 6 - - - r - 1- T' - -f - - - - - -T - r ' - - - - - - - r - e- -- I- - 1- l - - - -r w - - 112 S 3'-0'X 7' 0' - - -- - - ... --- -- EXISTING, rtlJUDSOUARDT� --- AR -- � INEW COLUMN I STAIR NO, � --� - J.. �- 113 S 3'--0'X2'-6' A •-- 1 •-- --- --- --- --- 12 /4 I I I I REF 1 KUC I r ,�_ 8' J/-, m S 3'--0'X 2'-6' A - 1 t0 sE�TTtE.w 0?D 110_2 I 130. 0.. 0 1 A i' ^ --- - -- --- 12 /4 f =�=_-_ =J _ - ( _ --= !l 115 4'- " X 7'-4" A 1 HR /A6 /A6. 4/A6. 7 t I I I I _ -- 02 o o �` - o►� S CI 0 I I I I I I 11 I I 1 I I I I a 1 I I I A5 4 I ! ~ Q 1. Clean,prep,and paint doors and frames,clean and repair all hardware as required. -- ---t-- _ 2. All details are referenced to drawing sheet A6.2 unless noted otherwise. Revisions �' 11 �. i . ,. 11 I 212. JUNE 22.1994 ADDENDUM 2I A54 I ! 1 1 I I 1 1 0 ,� 3. Refer to Pro'ect Manuel, Division 8 section 08410-t0'AII'm,num Entrances end Storefronts'6 - 31 -11 for Hardware sets. U►�IE.8'� I Refer to Plans. Provide 2'0'W x 8 6'H x x' Pa 4. This is a plastic laminated dutch door refer to Division 6,Section 06402*Interior Architectural _ 1 I i I I 1 I I I I 98''5-' VER Y floor and second floc at wall where new gas lines sccome into building.� ainfi otmat&walls. Woodwork' -- -- -- - I 271 _ _ _ - - -i - � - + - - r` .!_. � _ . _ . _ . _ .� . _�- . - -l - - . - . -1� - �- -1 - - - - - - - - -I -- -�I - - DOOR TYPES ---- `� I I 1 1 I I I I I t I I I I I j j _- c I ! I I I/a"cLEAe - - - - -- I I I I I I I 1 1 I I ' I I I II TEMPE2 No Dow BY o.wetioh a Sheet Title 26 - - - - - i - - - - - - I- -I- - - - - -a- - -�. - - - - I � _ _ _ - - I I I I ( I I J 1 I I I I I I I 11 I NOTE REFER TO DRAWING SHEET Fl .. A1.1 FOR SITE CONSTRUCTION FIRST FLOOR bmw A B C OVERALL PLAN HM HM ALUM I I ! 1 1 ! ! ! I I ! I I I I I ! I FRAME TYPES t- •I- • -t - - - - 1- -�- - -I - - - -►T- - - - - - ---j - -I - - -T - -j -- -+r - - - r - _ d i l i i i N Design°° wlwlcH N N F I I 1 1 I I I I I t I 1 I I 1 1 I 1 1 I Otani CO I I I t I t I I II I I I I II I II I \ O Checked - -TW/JW -`~ F AS Zs Z" A5 SCNEDe 2" Ir X5 5CHCD, 2" Dds JUNE t. 1 tip4 1 L/16 '' ;RST FLOOR - OVERALL PLAN SCHED Job N0' 02005.00.5 /1 Sh..et No. i 1 2 3 A2.3 ' 9885 SW wa.hMoon aq Rd HM HM 111M SINGLE RABBITED lrP 9+I-0„• raw IF THIS NOTICF APPEARS CLEARER THAN THF. OlUT 7 199P IXX'IIM@NT,THF DOCUMENT IS OF MARGINAL QUALITY. MICROFIL,N ED IIIIll ill{I{I'IIIII{i�l{III 1111111111111 hlllll�lllll 111{11111{I{I I illIgll11111 11111111�1111t Illllll�r111t ( 1111111` 111111111 alar OWN o>,a>wilin- ` nIInI1 nnbftl nn{1111 nnlullrtdtnl unhnl nnlnn nnhut nnhul nnhm ulrinnl,;nhm nnhw unhl�illllllbu►unhm uuhm nuluul,n►hntttnlhnl Wino nnlnn nnlp nllau nlllnl ndnn nllnn mbm olio S R OP N.5 M,2 M.1 M l ROOM FINISH SCHEDULE u T ooaa0 o " '- " '• " " " I 0'-0 0' " " 1 '-4" '-0" 9 8" 10'--4" 30'-0 1 18 -3 " Room Room Nam# liaa Hour N.Wall t.Wall E.Wall W.Wall Coiling Ramarfis 22 ° --J�'°-°,�a ° --?0 °- ,� -?0 ° 20 ?__- ,� .. 2 0 9 8 ,r< -° �o -- , --J�-- -- - --�- �T oMN I I I - _ M101 TENANT STORAGE ... --- --- --- .-- --- 01 JL 11 I I N I I G Fi I E I D I I 8 I A - - I I I 333367 �=nooz�1 �_..�1.3„2....1�8_bo�,_,_r I_\�-._-'-�---•-__--•.- _11-I1tIiIIIiiiIII III1I IIIj lIII-IIII_--.__- . _ . _- ._�I;l_II�IIIII;1jj j�:I�;�-_-._-.. L_��;IiIiI II II II1II IIIII I1Ii II-IItI-_-..____-.___..s._��II!iIIIiII!!II1(IIII I LIjI I II iIII---■Ii!I!I1IiII1I1I!!I III l(!{I!1!-II!IlI!_----.�IIMI:'IIirIIiIIIIIIIII I'I III II II'-_-��.♦.;--k.T w_l---♦._♦•-_-. _. 1I;II1I'iIIiIIIIIIII II I;III II II_--_.__1TIi1(iIII1!I!I I!1I II!1!III1 1I_!---• __-. !IitIiIII!II!I!(!III 5!III 0_-�-0--_-- --�>iI1I!IIIIIlIIII!1;I!I!1I II I-iI1II{II1III!III1III�II I III _---_•_�_--_.-_-30'-0" 0 0 ---z-•��7I!!IIIi!!!1II!1!I!IiII!!-_fiIr--._--.-1 IIIIII►ItIIIIIIIII!IIII--. _--0. .-' 0--.-_0"-. .�1IItIIIIIIIIIIIIII!I►i-. _---�Iiil��;!Ii'----.--_fiSLI!(IIIIIIIfIIIIII!IIi 0 '_. 0 N-^" ' 0_."_ S'Gu CTION+8-- A�'f•�2^� ._r� MM10-l1 2 ELEVATOR -LOBBY -----_-_ ... - _-�-- ~E � - -- - -- - _ �-�... � .- .-.- .-- 7 _- _ -------- M 10 TENANT STORAGE R ... --- --- ... ... ... (D38 M104 WOMENS RESTROOM CMT CMi CG-i CGT CGT CGT GWB/- P - - T ^- 8 ALTERNATE -TER NAT - E N 0.4 MIDS MENS RESTROOM CMT CMT CGT CGT CGT OGT 6WB/PT-8 PLIERNATE NO.4 M 106 TRAYWASH CMLCMT CGT CGT CGT CGT GWB/PT-8 ALTERNATE NO.4 o NO.3 STAIR R CONC GWB/PT-] GWB/PT-7 GWB/PT-7 GWB/PT-) PT-7 N0.4 STAIR N0.5 EXISTING STAIR :: --- - - - -- -IL -•. _ . _. _! L ! R CONC GWB/PT7 GWB/PT•7 GWB/PT-7 GWB/P1.7 PT-] . --- --- --- ••_ --- - - Ws Architecture, Planning, 8 Interior D e s ig nI I N0.] STAIR ! STAIR I . � 801 Sect Avenue, Seattle, WA 9810 4 2 Tel 206 682-3460 Fax 206 343-98 NOTES: ! 1. Tenant to provide finish out _ . _ . ITEM DESCRIPTION 2. Clean,prep,and paint existing overhead doors and frames. I R RUBBERBASE 3. Paint new exterior wall where overhead door has beer.removed. S STONE PAVERS4. Clean,prep,and paint existing canopy perimeter and soffit- 1 offit I 5. Clean,prep,and paint existing overhead doors and walls. PPT IL6. Sealed 4'-0'H x 1/4'Thk hardboard wainscot with metal trim,on all walls.CMT CERAMIC MOSAIC TILE 7. New base along west wall tc match existing. VCT VINYL COMPOSITION TILE 8. Tenant to install and finish metzcnine stairs. C CARPET 9 Provide rubber base,sealed 4'-0'H x 1/4'Thk hardboard wainscot with metal 035 ---, trim at walls that are patched and painted only around elevator and,'tair shaft M ENTRY MAT 10. Refer to drawing sheet A6.6 for paver tile pattern. P2Cr,.'7E ACCE�, CHTE CONC CONCRETE 11. Refer to drawingsheet A6.7 for aver tae pattern. CGT CERAMIC GLAZED TILE 12. Clban,prep,and paint walls In eleva.nr hoistway and pit AS3 W-51 VERIFY, CH. LAR +G V. FL", 13. Paint gypsum wall board enclosure around elevator shaft Clean,prepGWB GYPSOM WALL BOARD and paint elevator doors and frames. I NEW R" CON� PATCH HOLE IN FLOOR PT-1 PAINT SYSTEM 14. Paint walls with PT-9. ACT ACOUSTICAL CEILING TILESHEAR WALL TRASH CHUTE T A H X I - ---- __ . . -rw �ca-t szas'ik�- _ 034 -- LJ ---_-- ----- A64 DOOR FINISH SCHEDULE WASHINGTON M14 1Materials Details EV I - - - SQIJ�EELEVA� �,•, 1 I � --" -� t rNEW 8" INFILL OPENING TO 1' MATCH EXISTING CONC SHEAR ! A. a 1 M105104 05W AL L LAB TYP..1 T • - 7- - - P DN M106 HEAD IAMB JAMB Slll HOW REMARKS T Opening o v i Rating COURT PM104 M 104 S 3'-0'X 7'-0' A 1 2HR 3 4 4 11 ALTERNATE NO_4 EDGE OF EXIST M 105 S 3'-0'X 7'-0' A 1 21,R 3 4 4 --- 11 ALTERNATE NO.4 TIGARD, OREGON LMZZANINE J. . - JL . _ - J_ 4-0 X 1 - ' 1IHR 3 y ALTERNATE N0.4 -S A 02 2HR /A6 /Ai 4/A6 I I I ♦ I ! ! I I I I ( ! ! ! ! ! ! MXI I es. Not I 1 11 ' EXISTING MEZZANINE 1. Clean,prep,and paint doors and frames,clean and repair all hardware as required. a - IT =om . esare referenced o drawing sheet . unless noted oermse. 3. Refer to Project Manuel, Division 8 secton 0841C-10'Alurnulum Entrances and StorSfronts' for Hardware sets. WINMAR PACIFIC, INC. I. This is a plastic laminated dutch door refer to Division 6,Section 06402'Inturior Architectural 1---_---1It!!!! JIIII ( W3>+ I Woodwork.' C) o 3 4 - - - - - -- --- - - 4 o -- - ----- - -• - . -. -• - - -- --!-- - 2267 -'-� �---�---------.IIiIii;iiIIiII tI II IIIII I!I II--- • - jIjI,�j�I�(I�Ij,(I;, Ft---i'1�ft;iiIi1if►IIIIIIIIItIIIIII I-_-R6."_'S---. TttiII1i;ii1I1IliII1II11IIIIII--.'-.tojI!1!Ii'�!i!l!I1!1II1!I11I!!II!---"-.F_-a�iiIIILIIIIiitIIIIIIIIIIIII t_O--- O-- R--�-_-_f4_jIIIIiii!iiIIIIIIIIII' +��I1!iiI!IiIIII1I1IIIIIIII-_�--,_-♦---1�IIIII1IIIIII!!II!IiII1!I�• -_\.•`---- -•-----•----��!IIIIIIIII!II111!II1iaII!I!r♦-Ij;,t�I;III1IjI;1I1iiIiI •. --_ - _-- _-Ili�4lIIIiii;jijII1IIII!! ---y�-rr--_-�I!L1jlIiiII!11!!IIIIiI _- .A_5�.4-'♦-,{IIIIiii;IIIIIIIIIIIII lII1!If11•1!!1II!!I!1 Ii111I1IlI1i.1IiiII1 jIt�IIIIIIIIIIIIiIIiIIII AIl54l r- I-rHrIIII -T 1EDGE OF EXIST T R N4 9 MEZZANINE INFILL OPENING TO !+ MATCH Ex1SI1NCLAD 1 SLB TYP.2 - r l I I" Iti STAIR NEW 8" CONCCONC. SHEAR -46- - - - - J S6[AR WALL WA4L NEW ir l'11IIjIII ' 12�1"111�1II!,I!1!1!!!!I1!l 1 - �l llll �_�Illl illlll_tl0l l I tll�illllliji Illllll�llll'l Illll�lllllll 11111111111111 -_--_---_-_ ---- -------d---l�-c --.--L A --_-RO--- -U_-- _A`---�--R _• y_D- T T fi� � ; ; T SEATTLE,W OF M103 Revisions 2 JUNE 22.1994 ADDENDUM --2 98'-5" 1 VE FY I Jt►E81994 ADrFaDtwt- _I • -• - - - J.i_ . _ . _. -. - _ 1j _ - - • - - - - - - 1 Itc No o.0 er D@KrOarl It Sheet Title -4 4- - - - - -i- - ------ FIRST FLOOR it It MEZZANINE o OVERALL PLAN , - -+j - - t- - - - + - - 1_ _ _ _025 - - - - - j- - - - _ - - 7- 11- - - Designed WN/KH Onwi co ChKhed TW/JW Del JUNE 1. 1904 Job No 92065.00.8 MEZZANINE OVERALL PLAN Sheet No. o a, 16, 32' 48 A2.4 9585 SW Washington SQ Rd sup 91-0149 of 98 IF THIS NOT( F APPEARS('I,FARFR THAN THFI 199P IXX'tIMFNT,THF WXUMFNTISOFMARGINAL QUALITY. MWROHIMIh Illlllllllll Illllllilllll Illlllillllll tesw OHM 34' S„ - -_--_-- .- -__- __- 1 !> :.-.. • 0. x w v 5 v u ' T �s R a CP) N.;� 1�.2 �•_) ROOM FINISH SCHEDULE UB OO C� CU U.O , 22' 0" 1 �0 L 10 � 20'-O" 20'-0" 20'-0„ 20'-0' � - 20'-0" T-8" � 10'-4" 20'_0" � 9 g" � 10' 4 � 30' 0' 1g J " � - Roow Roor11Na11w Rsse Floor N.WdI t.Well E.Wall W.Wall failingRewarks ! --- --- ... 101 NORTH F000 COURT PPT PPT --- ACT/GWB 011 LMN C� , I N I i G � F� I � I � � I I 4. 202 EAST F000 COURT PPT PPT •-- •-- GWB/PT-6 GWB/PT-6 GWB/PT•6 fll I I y I 34'•S" I -- - - 50'-0„ 30_'0_1 0 .0.. 30,-0,: . 3, 0-.061-..--- --- � - 203 SOUTH FOOD COURT PPT PPT --- _ •-- --- ACT/GWB /11 ' 38 -•- --- --- --- _ 201 WEST FOOD COURT PPT PPT ACT/GWB fll I I I I ( I I I I t ( I I I I I I I 205 TENANT SPACE --- --• ••. --- /1 , 206 STORAGE ... --- -.. ..- --- --- ---- I1 16 -11�r ?01 CONFERENCE ROOM /1 I I I 1 1 I I I I ! I 1 k� 1'-9 41Y 1'-61/j" I I I ! I t I I ! t I I I ! I ! 208 ELECTRICAL ROOM R CONC GWB/PT-7 GWB/PT-7 GWB/PT-7 GWB/PT-! GWB/PT-6 jI I fo I 1 I I 209 OFFICES ••. •-- ... ... --- ... ... /1 I 1 I I L _ L _ I , I 210 CORRIDOR PPT PPT GWB/PPT GWB,PT-7 GWB/PT-7 GWB/PT-7 ACT I t I I I I I I 211_ SERVICE CORRIDOR I •, W CONC GWB/PT-8 GWB/PT-8 GWB/PT-8 GWB/PT-8 ACT /8,14 j i j j i I I j I j I j j I j I 212 TENANT SPACE - - - - -•• -•- •-- /1 Architecture, Planning, 6 Interior Design STORAGE - I t I I ! I I I ! ! I 1 I ! I ! I 206 i 3 ! I ! 213 TENANT SPACE -•- ... ___ ... ___ ... /1 801 Second Avenue, Seattle,WA 98104 I A3 1 I 1 - - - - i I I I I I I I I I 214 TENANT SPACE fl Tel , 682-3460 Fax 206 /343-9388 I I I I I I I I I I I 19'LZ'�1" 215 TENANT SPACE _.. --- --- ---STAIR /T 216 ELEVATOR LOBBY R CONC GWB/PT-9 GWB/PT-9 CWB/PT-9 GWB/PT-9 ACT /6 (3D6 -" _ 1- _ ; I _ . L . _ . . _ . _ .I- - ---- - - L. _ 217 TENANT SPACE . _ _ I I ! I 1 I I I I I 106 I I I I 218 TENANT SPACE -- - -- I I I I I I I I I I CONFER. I I 219 TENANT SPACE /1 • _ --- --- --- --- -- N c I I I I I I t ! I mo �OOQM I Cy ! COOR�INATC WORK WITH ! 220 TENANT SPACE "' "' /1 ! I I I I 1 �ao < ---T----�T- < --1---"' �- OWNE IN THESE AREAS t - N 211 TENANT SPACE --- "' "' "' "' "' "' --- --- --- --- --- 12'-t�" IOFFICES ! ! ! ! 222 TENANT SPACE ... /1 209 1 I 213 SERVICE CORRIDOR I_ ;�J CONC GWB/PT-8 GWB/PT-8 GWB/PT-8 GWB/PT•8 ACT /6 - • I I I I I I I ! I LEC - 224 CORRIDOR PPT PPT GWB/PT_7 GWB/PT-7 GWB/PT-7 GWB/PT-7 ACT 00 125 MEN CMT CMT CGT/PT-8 CGT/PT-8 CGT/PT-8 CGT/PT-8 GWB/PT-8 I I I 1 I 1 I 08 ! ! ! I 1' 4'; ! 581-5" VERIFY! ! 226 ELECTRICAL ROOM R CONC GWB/PT•7 GWB/PT-7 GWB/PT-7 GWB/PT-7 PT-6 ' TEN T SPACE � ' ' 20 J I I ! I 205 I t 1 - I 217 WOMEN CMT CMT CGT/PT-8 CGT/PT-8 CGT/PT-8 CGT/PT-8 GWB/PT-8 I I I I I I I t l I � 228 JANITOR R VCT GWB/PT-8 GWB/PT-8 GWB/PT-8 GWB/PT-8 PT-6 TRASH rHUtE �- REF 5/A3 3 229 TENANT SPACE VICE I EXISTNd(i SHEAR I I 1210A - I �- `- ' � - I - I �Y'� NO. 1 STAIR S S GWB/PT-6 .� I Up ., 212 _:'1 j 11 21 21 1 ' • WALLS ; �-� �,to.l `" "�' `' NO.3 STAIR R CONC GWB/PT-7 GWB/PT-7 GWB/PT-7 GWB/PT-7 PT-7 � Gh�pEG _ I f 1 TENANT ','TENANT ;; TENANT - "PW c M4"*tJ NO. EXISTING STAIR --- --• PT-6 PT-6 PT-6 PT-6 PT-6 WASHINGTON 'f YP E,L,E,V,., i l _ �+�t �C� • ,, �pACE " SPACE ►`� �v ?` F - _ p 212 a 213 �___y 214 ( �"� 1 __ 21 N0.6 STAIR R CONC GWB/PT 1 GWB/PT-7 GWB/PT 7 GWB/PT 7 PT-7 S�ME I N •$...:. •"_='•=',=s. "' 4= - i'1s=s NO.8 STAIR R CONC GWB/PT 7 GW6/PT 7 GWB/PT 7 GWB/PT 7 PT 7 I " 210C- I _ - - - - AIR NO.:5 03 ,_ . - _ . _ _ _ f _ . _ _ . ; } FOOD COURT I I cl- 201 I I I I I I o, - NOTES: 1�8 \ L• - I _ _ _ _ _ I "I ITEM DESCRIPTION 1. Tenant to provide finish cut TI GARD, OREGON , o I ! 2 Clean,prep,and paint existing overhead doors and frames. 2 _ . _ - - - - ♦ - - -- I- -� - _..J. �. R RUBBER BASE - _ 2 3. Paint new exterior wall where overhead door has been removed. 4 N I A3 1 S STONE PAVERS 1. Clean,prep,and paint existing canopy perimeter and soffit. A ? I PPT PORCELAIN PAVER TILE 5. Clean,prep,and paint existing overhead doors and walls. TE ANT N -S1 ( 6. Sealed 4'-0'H x th'Thk hardboard wainscot with metal trim,on all walls. o _ CMT CERAMIC MOSAIC TILE t=OF� 32 -,� _:'` _ - - - - - - - - - - - _ _ - - - - - - - __ - - - _. _ . _ _ - • -.T'- -• - - - '1 { 7. New base alongwest wall to match existing. REF 1 A/6.7 NORTH I ! I 217 • , " { VCT VINYL COMPOSITION TILE t I FOR TILE PAVER FOOD COURT ; I I I " - --1 8. Tenant to install end finish mezxani,re stairs. 9.IT • PATTERN. 201 � N r _ I -_ _ - o I C CARPETProvide rubber base,sealed 4'-O'H z 1/4'Thk hardboard wainscot with metal WjNMAR PACIFIC, INC. C? ESCALATQR D r -- - ------------ L r" - -_ -1--J--� „ 02 A y and elevator and stair shift __ I IF 1 2 -i M ENTRY MAT vim et walls that are patched and painted only aro ------- ------ - ---- ( 3 �. - - - - + - - 1 -Dtv 1 10. Refer to drawing sheet A6.6 for paver tiie pattern. o , I I I I CONC CONCR�TE 11. Refer to drawing sheet A6.7 for paver file pattern. WEST ! i I I __ I I I I I I I j CGT CERAMIC GLAZED TILE 12- Clean,prep,and paint walls in e!evator hoistway and pit. - FOOD COURT i j , I r I I CAST I It 3 - I GWB GYPSUM WALL BOARD 13. Paint gypsum wall board enclosure around elevator shaft Clean,prep b 1 I I I I I. _ �� and ,lint elevator doors and frames. --rr - -- 204 - - - 1 - - - - ._ _ . _ _ I ( FOOD COURj ( _ I PT-1 PAINT SYSTEM f 31 - - ( j I 1 I 1 -I _ ------Ir ij 1 14. Paint walls with PT-9. ACT ACOUSTICAL CEILING TILE L� W 2 x io Te F.AT�.D 4vD t�i.� DN - - -- c _ J 1 -- I -- o +�'' 1 I --1--- - -------------- �- - - -= -I ' ;; I 2GcB I �o ESCALATO _ _ I --+----- _ -- - „ IF, --)---- DOOR FINISH SCHEDULE SOUTH 0 I - `�� SEE KEIY! PLAN FOOD 9OURT ! 8 I TENANT Materials Details - - . - "- �3 � 'f--r•-"- - ; - • - -- - ! • - - = - • -st�Et_��.>f-. _ 203 ! As �pp^C(:30:� `9 AS 5 ��-� I - 1 I- I- I I t ! I I I I I I I 218 " n � F1 e Door Type Opening 0 It Rage HEAD JAMB JAMB SILL HCW REMARKS ov I -F- •�.._...-..-..�...�..-...-..- _ - I - -- �5 - - - F- , __- - t - + - - I-----•- h _ _ r - - - - . _� . ._ _ . _ _� . �. 201 PR 8'-0'x7' 10' B 2 1HR 21 22 T2 7 r 1 -- `� i i ' TE T ; aO 202A PR 6'-0'X 7'-0' 6 --- 2 IHR 1 2 2 -- 8 1 i 8 19 M I I an 2028 PR 6'-0'X 7'-(r 8 --- 2 1 HR 1 2 2 --` 8 ! - ; - I'•-. ,. -- ' i , t° 203 PR 8'4'x V-10' B 2 1HR 21 22 22 J 29 � - - - � - - - - I - --I I I-- ♦ - 1- • - i-- . _ _ _ - - -j i - - - - II ?24R- _-- �_I_ =1j= - - - -I=-- -- - - i STAIR 205 S 4'-0'X7'-0' A --- 1 1HR 5 6 6 --- 9 , rN -, -jr - , , r- - - -e - - h - EXISTIN SHEAR I ' 4 DN I r ---_ ID I I I 0f I =:aa.l t: 11iPs�sss•. es:lass iss= �sssl' iks:�ssssls•r 4 206 S 3'-0'X7'-0' A 1 1HR 1 2 2 _- 6 ALTERNATEN0.6 Lj WALLS � -"TENANT j TENANT N ' 'TENANT I I __ 1 ;�� 2m 3' o•xr o' A -- I 1HR 5 6 6 ` !o I I o N - n x_ -- `- -- VJWSIEN MAROUMDT t'- 1 •-f - t - i - - 1I , i N SPACE I �>�- I - N r 208 S X-0'X7'-0' A -- 1 1HR 5 6 6 -- 6 ' 6 - r I - - - - � . - -� Asa r _ '� 222 Y I 221 220 l,�p . 220 44_ 9 I -jGI 209 S 3'-0'X 7'•0' A ... 1 --- - .. . - EXISTING, /1 SfATTIE,W KF C OR -,�24B 2�2 I ! , 210A S 3'-0'X7'-0' A --- 1 2HR 3 4 4 --- 10 223 28 -- -- -- - _ t - -L-_!- - - - _ _ = - - - - :Z- • a 2108 PR 6'-0'X 7'40' 8 --- 2 1 HR 5 5 6 23 8 OF Q�- I I ! I I ! ! + I I I 22 'I t7 ! 1 1 ! ! ! 210C PR 5'-6'X 7'-0' 8 --- 2 2HR 3 4 4 - 8 I Ih I I A6 3 TYP Revisions I I I I ! I I I ! ! 211A S 3'-0'X 7'-0' A --• 1 --- -- •-- --- --- EXISTING, ft I I ��" / fs 1 I ' I ' I I I I K `� • 2 JUNE 22,1991 ADDENDUM 2 I ! I I I I GE11�RA._ 11C , �. --- -__ .. ... .. ... __. I I I I I t ! I - I ! 198'-5" VER Y ! I ! �� i ADD F,2�P1zGQf=:►aG ! -r: c.:'E .:��70 2118 PR 6'-0'X7'-0' 8 1 EXISTING, /1 TEST SPACE _ -- --- .. j I i I j 22� , I I � �1) I I I I I I I I -' 212 S 3'-0'X1'-0' A 1 1HR 1 8 9 JtWE A, 1194 ADDl;1JDUM � 8EA'�'� = '`� AI.� aE:.►-- ` 213 S 3'-0'X7'-0' A --- 1 1HR 7 8 8 --- 9 --H I I I I I I ! I !_ _ I I _ - _ • _ --_ 1 _ _ 1 - . _ _ ._._ . L . 214 S 3'-0'X7'-0' A 1 1HR 7 8 8 9 I I I I I I I 215 S 3'-0'X 7'-0' A -- 1 1 HH 7 8 8 9 _ _T I I I I ! I I 2251 I ! I I I 217 S 3'-0'X 7'-0' A --- 1 1HR 7 8 8 --- 9 ... --- - - ---- 5 I ! I I I I I ! I ! 218 S X-0'X7'-0' A 1 IHR 7 8 8 9 - j _ _- � I I t I I I I ! 1 I 219 S 3'-0'X J'-0' A ..: 1 1HR 7 8 8 _-- ! 120 S 3'-0'X 7'-0' A 1 1HR 7 8 8 9 ELEC. No aI. 2 � ! 4 I I I I ! I ! 2 S - 3'-0'X 7'-0' A 1 1 HR J B 8 9 Sheet Title _I - _ -� - 26 S 3'-0'X7'-0' A - - 1 IHR J 8 8 9 26 - - - - V i I I I I I I I I I I I I 1 1 223 S 3'-0'X 7'-0' A --- 1 2HR 3 8 4 23 10 S I t t ECOND FLOOR 1 30'-71/' I I I I ! I I I I 221A PR S'-6'X1'-0` B --- 2 1HR 3 4 4 23 s OVERALL PLAN o I I I ! I I I I I I I I I I ! I I ! I I 1 I I 2248 PR 6'-0'X 7'-0' 8 --- 2 1HR 5 4 C 23 8 I I I I I I ! I ! ;;; 224C S 3'-0'X 7'-0' A --- 1 I►AV 5 6 6 - 6 k I I I I I I I I I I I I I I i ! I I I I I ! I I 225 S X 'X 7'-0' A ••• 1 IHR 5 6 6 16/A4.4 11 I I I ! I I I I I I I I I ! I 1 ! I I ! I ! 226 S 4'-0'X 7'•(' A --- 1 1HR 5 6 6 23 6 -- - - - - - - - • - • - • - - - - • - - �2�- - - - _ . -1 - - - - I-• - - r -t-- - -T • - • _ - - . - .,_ . _ I- • - - -t. _ . _ . _ . _ir . _ . _ . _. -i - - -I� - . _ . � . �.I_ . ,. . �� _ . . r . . �. .I_ . - 1' . 217 S 3'-0'X7'-0' A __. 1 1HR 5 6 6 16JA4.4 11 128 S 4'-0'X 7'-(' A 1 1 HR 5 6 6 23 9- Dom h I I I I ( t I I I I I I I I ! I I I I I I I ! '--- h 218 S 4'--0* X 7'-0 A 1 HR /A6.2 /A6. /A6. 7 Dr�wlt CC) pteCkad TW/JW J 1. Clean,prep,and paint doors and frames,clean Rnd repair all hardware as required. '�� T 1 Vti4 2. All details are referenced to drawing shoot A6.2 unless noted otherwise. ,lob No 92065.00.5 SECOND FLOOR - OVERALL PLAN 3. Refer to w re s Manual, Divisir i 8 section 08410-10*Aluminum Entrances and Storefronts* 1 for Hardware sets. Sheet N0. 1�t6„ t 0• 4. This is a plastic laminated dutch door refer to Division 6,Section OE402'Interior Architectural A2 .5 0 ®' 16' 32' 48' Woodwork.• ,j 9585 SW weshin9tn"Sq Rd 9UP 94-0149 9 of 98 r IF THIS NOTICE APPEARS CLEARER THAN THE (ll,T i 199P IXX t,MENT,THF.DOCUMENT IS Of MARGINAL QUALITY. MW110F I LM EI) I�I�I�I�I{III III{I�I�I�I�I I I�I�I�I�I�I�I I Ill�l�l�t�l�l I�I�I�ill�l�l I t11�1�1�111�1 I I�I�II1�1�1�11 I�I�I�I�t11�1 I I�I�I�I�1�Irl Irl�l�lllh�l� 1�111�Il�lll I�II��ln uroN Mist•CNWA _ ullnn tnlhilt unlnuhnlhulllndlnl unlnn nnhnl unhnl nnit�n n+tltm nnlunlnullm n,+hm nulnnhnthtu nnln►t nnlm,lmdllna,rh,n+mba,nuln,�nhnl nnl+tis n11) .. - a �. - -�h..a••__tn cme ''r•s .�"`.' �...4 _.`, i:... - ,- '1. - ...a�..Y..�.-._.. ._n:r....�.'u.at..,SSSS _.a-�...u.W.-1.- �:"�.. ="'��`�i�.1W11YWiYJLLr.-.,du.►..:u:..- .tldY.d�iiidWi . 1 I • ' 1 1 1 1 / 1 I ' 16'-11y4" 1 1 1 i0 i6m ! II 1 S1OAGE Architecture, Planning, & Interioa Design i Al 206 801 Second Avenue, Seattle,WA 9e104 1 1 17-21/4" - Tel 206 /68?_--3460 Fax 206 /343-MM TAIR NO, 10 ti. 1 206 1 CONFER. 1IP! 207 COORDINATE WORK WITH liol OWNER IN THESE AREAS ' Qp22� YI 1 L`a- 209 1 SII i TENANT SPACE Q2 O® �; 1'-4' 58'-5" VERIFY 205 2'-5' 4" 20 ' , 5 TRASH CHUTE 5 REF 5/A3 .3 - ---- _ i EXISTING SHEAR ' 1210d �J, �-� ��";" � --- - WALLS �� I - �� ?t211 213 1 211 �14 2L I FI TENANT ;; TENANT NET;; ANT ;�' ELEV. N WAS"NGT I � I TYhSPACE SPACE 11 P 1' - � 1 I c 212 213 L 216 - ii 214 �; F STAIRNO, . .., .....!�_�... =e..�u..=. .....b sa. ELEVATOR 2 SQUARE II q. L N L - --.j AIR N0.3 - - FOOD COURT 201 TENANT 1 , - ON TIGARD, OREGON b • , — --- -- --— — ■ 1 • ® ® 1- -- - --------------------------------•--• 24 I 2118 A6. r- TE 'ANT is .. REF 1 A/6 1 NORTH 5u PL 21l; N -L I FOR FOR TILE PAVER FOOD COURT _ ES ALAR ON� ---- PATTERN -- ---------- 201---- ------ — I . 0 ---_=—_____— 11 IF' 202A -i o WINMAR PACIFIC, INC. WESTFOOD COURT I ' �� _ I -- > I j EAST - 204 I i j I I I FOOD i .5 I - I - I 202 I "01 1 � I I - - - -- �- DN -------- - I I A. --.- ESCALATO 1 - - --------------------------FOO -------- —"J J h I 2028 SOUTH • IFI `— _J I N �-- 3 up SEE KEY PLAN 203 D COURT 8 TE IAPIT - SHEET A5.1 A5.3 �-- 218 " -{--------------------------._.._----- 6:7 YP i ------- i TE T tioo -- 203 ----------� 13 - \ASS a I I A _- --_---„-�---------„-------- - -•*�` h � $ I J il 224STAIR EXISTING SHED! 4 ON IWAIIS G � t r I I C4 ` TENANT TENANT ;; TENANT t 1 1 I - SPACE I SPACE SPACE • I v I Yq` -n i 222Y�` �i I 221 220 ?2 1; 2 4 C JANIT° I V I -C__�_`48 222 I 228 t - — L- — ----- - - --- - \j 22 - - -: -- I - - I o r `” - , I A6. TYP. Revisions IENALLL 98'-5” VEWY _ 2 ,�-22,1 n4 AmEmm� ,2 9 227 I H WI - - - _- 225 _ -- - 1 -- ' 1 11ROM _6 No or, er rA+.olplon I 226 n6 4 Sheet Title 1 301-7V211 SECOND FLOOR � I OVERALL PLAN 1 1 1 b i Designed VWVKH OD W - - Ctw*ed TW/JW --- - - — --- Dale JUI'� 1/ 1004 - OVERALL PLAN SHADED AREA INDICATES SECOND FLOOR Job 920e6 Oe a SECOND FLOOR - -" STRIJCTURE THAT IS TO BE FIREPROOFED (SPRAY) TO PROVIDE A ONE HR RATED FIRE ASSEMBLY (UL). Sheet No. 61 FIREPROOt ING INCLUDES METAL DECK, BEAMS, oJOISTS AND COLUMN TO FIRST FLOOR. d 9566 SW Washington Sq Rd BUP 94-0149 to 0l 96 IF THIS NOTICE APPEARS( LEARF.R THAN THE OUT � 199E 11001MF.14T.THE DMUMENT IS OF MARGINAL QUALITY. MI('R0ll'I I,IN11,:1) I�I�IIIII III IIIIII1111I1I I�I�I�l+l�l�l r�lll�l�l;l�l I�I�I�Iilll�l h��1�1(l�l III�III�I�I�I 1�1�III�1�1�1II�I�I�I�l�l,l I�III�I�I�IIIIIII�III1I1III1II�I�II��r�Il�l IUdI M�0[M 6M111R •ifll/ter,- - '::.:..—.s Lk -•-..Z 1•...:. - _ _ �i (Xj) O v.5 CV) O (j) ROOM FINISH SCHEDULET OS R �Q OP N.5 �II.2 �II.1Ol 22 0 4 10 .0' 10'.0 - 20',0„ 20'-0" 20 -0„ _-20''0'--- 20'.0" 9 8 10',4" � 10'-0" * 9' 8 ( 4" -30',0° 18'-3 fi- Room Room Name ease floor ! N.Wall S Wall E.Well W.Wall Ceiling Remarks = H I I G I F I I E I I I I Cil I 4i I A M201 CORRIDOR - R CONC GWB/PT-7 GWB/PT-7 GWB/P1-7 PT-7 /h MN b0'-011 30.,0.. * - 2"' .011 i - -0�� 0.011 M202 El EVATOR ROOM l ! I -. .., . _ . _ _ . I _ . _ _ . _ . M203 TENANT SPACE ----- __ _�- --- --- -•• ag - • _ - - II I I ! I I I I I I I I I M204 TENANT SPACE _ /1- ! M205 TENANT SPACE -�- __-- GWB/PT-9 --• •-- _-- •-- I I I 1 I I I I I I I 1 I M206 TENANT SPACE .-- ... •-- /1 M207 TENANT SPACE -• --- M 208 -M208 TENANT SPACE --- --- Til ! I I I I I 1 I ! 1 M209 TENANT SPACE --- ... --• --- --- --- /1 -� L _ _ _ _l _ _! _ _ -1•-- -I - I_ _ _ _ -_J _ L - - _ . _. . _ . _ .I _ . _ . _ . � . _ M210 TENANT SPACE - ( I I ! ( 1 ! I I I ! I- ! M211 TENANT SPACE --- --- /1 MY12 TENANT SPACE --- --- --- ... ... /1 Architecture, Planning, & Interior Design 801 Second Avenue, Seattle.WA 98104 A A_ 1 j I I I I I N0.3 STAIn R CONC GWR/PT-7 GWB/PT-7 GWB/PT-7 GW8/PT 7 PT-7 Tel 206 /682-3460 Fax 206 /343 9388 t I II I I I II II I i I I I j I NO.5 EXISTING STAIR --- PT-1 PT-7 PT-1 PT-1 PT-7 NO, N0.6 STAIR R CONC GWB/Pr-7 GWB/PT•7 GWB/PT-7 GWB/PT•7 PT-7 STAIR -' GWB/PT-7 GWB/PT-7 GWR/PT-7 PT-7N0.8 R CONC GW8/PT I I I I I I II I I ( I I I I I 1 140TES: ITEM DESCRIPTION 1. Tenant to provide finish out. 2. Clean,prep,and paint existing overhead doors and frames. R RUBBER BASE 1 I I i I I I I I j I j j I ; I 3. Paint new exterior wall where overhead door has be,3n removed. - - - -. . 1 S STONE PAVERS 4. Clean, re and paint existing canopy ' I. _ _ . 1 . _ L prop, P 9 py penme:er and soft t i I PPT PORCELAIN PAVER TILE 5 Clean,prop,and paint existing overhead doors and walls. CMT CERAMIC MOSAIC TILE 6. Spoiled 4'-0'H x 1/4'Thk hardboard wainscot with metal trim,on all walls. I I ! I I I I I l i I ! I I - 7. New base along west wall to match existing. ')8'-5" VERIFY VCT VINYL COMPOSITION TILE --T------ +�` 8. Tenant to install and finish mezzanine stairs. DIVI(NNG WALLS t '_ CARPET - -- 8Y OWNER I 9. Provide rubber base,pealed 4'-0'H x 1/4'Thk hardboard wainscot with metal _�_.- . I I 4 ' I I I j I _- i?- TRASH CHUTE � M ENTRY MAT trim at walls that are patched and painted only around elevator and stair shaft 4t TRASH CHUTE VENT/�\ 10. Refer to drawing sheet A6.6 for paver file pattern. 5 3 j I I I ! l , Rtt . 1 A2.(v ��`{ >L CONC CONCRETE _ _ / I I ._�- -- 11. Refer to drawing sheet A6.7 for paver file pattern. 74 7 _7 CGT CERAMIC GLAZED TILE 12. Clean,prep,and paint walls in elevator hoistway and pit. ' , " r 05' M2 4 ; M203� � GWB GYPSUM WAIL BOARD 13. Paint gypsum wall board enc!osure around elevator shaft Clean,prep �i212 M211� M210 MM209 , M208rM207 M206, . , - �- Q 1.(t C�oTEv hA/EuEG.r�czl-rJ taJ s - r l'T 1 PAINT SYSTEM and paint elevator doors and frames. H w rroGv+►rsGFla!` U. Paint walls with PT 9._-- -�_U _ _ WASHINGTON ev ACT ACOUSTICAL CEILING TILE �-' - - 1 - - N { c SQUARE A CORRIDOR I , ` X T TAIR NO. 5 DOOR FINISH SCHEDULE r - - - f AT - M201 I r - - - •' _ FOOD COURT I 1 _ I { •-\ 'i 02 Materials Details 1.8 - ------ _ _ _ -- - _ _ _ _ _ �N \ ; I �,�2„ 1,_8„ I I t ,8' ,1/ t- I .� i 7..21 TIGARD, OREGON I - - - - - -•-----..1 .._,.._.._._..=_1.__�---� e- - -� - _ NEW . _ _ L - � - 1 -�2 1ZTLQR- !I aEI L-EV. I _ o I L T e O enin $ •w DoorRating HEAD JAMB JAMB SILL HOW REMARKS I I I I IM202 �- M201A PR 5'-6'X7'-0' B 1 2 2HR 3 1 4 4 --- 8 M2018 S 3'-0'X 7'-0' A --- 1 1 HR --- .-• --- --- EXISTING, /1 302 _ i - i I I I ,' M202A S 3'-0'X 7'-0' A --- 1 IHR --- --- --- --- EXISTING, /1 FqR j t I i i I I I t I I I I I M (i. S 3'-0'X 7'-0' A --- 1 IHR --- -- - EXISTING, /1 M203 s a'-oM x r-oN A /A6.14/A6 t f±7 WINMAR PACIFIC, INC. I I I I i Notes: 1. Clean,prep,and paint doors and frames,clean and repair all hardware as required. 2. All details are referenced to drawing sheet A6.2 unless noted otherwise. 3. Refer to Project Manual, Division 8 section 08410-10'Aluminum Entrances and Storefronts' . - _ I _ _ _ . _ . _ _ _ _ . _ . _ . _ _ _ . _ _ _ _ ._. _ _ . _ . _ . _ . _ . _ . - . - . for Hardware sets. ic 4. This is a plasfic laminated dutch door refer to Division 6,Section 06402"Interior Architectural Woodwork.' L - I I : I I �! -4 Ir-- i! ••, i �-___ _ _ _-r----r---I I I ( I I I II II i 5 - - - ,- - - - _1____�.._.�___..-- ----I- -�--•� _ . _ . 1 _ �- _ _� _ _ j_ - a� - - - - j- -+r- -�� - - - -!4 - I- - - J - -,- . _ ..TARC _ . �.__..-_:_ ---------;- -•--- - - I - -- ! i i ! i i l i it L --- I - STAIR NO, 6o, - T- ; 1 rt 1 - ISTAIR 140. ♦ -T ,vosFk MARUUAAOT� - t-_J I I I L 4 I I ``- s[AntE w I I I ► ! ! I ! I I II I I , �� OF0 r-2.. „ Revisions o ; 1 •5" � VE Y 2JUNE 22.1MAOOENtDUM 2 98' j ! i I j ; I I I j j I ! I I I I I ! I I .lu►1E 8�1994 A�tlJptlM I �- -- 27 -J_ _ -1• - - -• - • _lr- _ _1_ _I. _ . _ . .4 L . - - I - I I I I I l I I I I I I I I ! I I ! I I ! I I No DMB F)r Destro n I ! I I ! ! ! I I ! I ! I I I I I ! I ! Sheet Title 26 r • - • - - - • - • - - - - - - - - - - - - - - - ------- i- - - i i i i ! i i ! ! ! ► ; ! I ! i i ! i i ! ► ! SECOND FLOOR MEZZANINE i i ► i ! i i ! I ! ; ; ! � I I ; , Ij � l ; ! OVERALL PLAN i i i i I i i I I I ; i i i I Ij j I ; j I ; I r I I I ! I I I I I I I ! I I ! I I ! I I ! I ! sj (2D5 -1- - - - - - - - - - - - - - - -; -1 t- I_ _ _ _ _ I_ _ _ . _ . �. _ . _ . _ . _I� . _. . _ . _ . _t _ . _1. _ . _ . T _ _ -A-I _ �� _ _ I•- _ _ _ - - - - - -I- - - - - - - _ Designed _ VVN/K H Drawn CD Checked TW/JW -- Dell JUNE 1. 1994 SECOND FLOOR MEZZANINE- OVERALL PLAN Job No. --- 92065.06.5 -+ 1'-0" 1 Sheet No. ' 48, a t o e 16132A2 .6 ,as SW Wilrhi^71on sa "up 94.0149 t t of as our 7 %a IFTHft,1rOTICt ARtAR!CLtAllttl!THAN 7111 X11 C'R n�1 t,�1 F n "OCIIMENT,TIM D(WIJMF.NT IR OF MARGINAL"AU". I�III�tIIIIIt I�►II�IIIlt11 IIIIIIIIIIIII ' rlllll111111l IIIIIIIiIIIII tIll1110I1 II1I1III1I1I1 ( -.1111ITII111 fill II IIION lues III COWA Inll•'I Inllnn unln,l►rlhh1lnl:lnnmulnn mliuu Ilnllnl unhln nulnn!lnlnnlnnll�indnn nnlnmm�lnll Ilnlnn nnln 1t1 nllhnf ftnlml union uflullhullun milunm�tflll�t f `." :•iu'ie,_. ., .,. .... - ., ., -. _.. .,. ... ...�..:... J.. _-.. a... .�.x:.u.. n_ uu�SI11YOYltcu.',.-__ -_ "r.��Lti�� ...r....�•...._..-.._....s,-_._..........a,_..... _ .-...... _. r.. .L.�.w..e r.u._..-..,. _- - _ _---•un.ul,�:.IL.0- __- ....._.. _ _ a.a. __- __ ` , ,.,. - - w. . - ... gyp,. . -. .. n.- . ..i.. ' .Y, , *, r'. ,.. _ . -rs-• --._ - -.T"-fit:. - -- +lr A. r,.._v -rm w -4p*P Vr 4 y aCF) a �S R E Q P D ) N.5as . ' 1 /1 /1 " 11 11 11 1_ 11 t •. 10' 01, '-0" 20'-0" 0.0 20'-0 20'-011 201-01, >1'-8 101"4 201-0--„ -- -- --9'-8"_ 10,-4 30'-0 -0 -- -- - - 30'-0” 304- - --- -- _ -_ NEW 8" C — �___ �,0 34'•5" 30, 0" 30 .0 30 , SHEAR WALL NDRAIL i � 'li r -t -C(�3323: cicQ,--so�n}�~n i'''i�ii' ---•_—_._ ._—___�♦.'—___-_-_ _--__--__- ___-_____._. .__—_- -_ -o__1'(LI_-•._-_-_...i__,•*.T1!'iIIII!iiIiI,;i!jII I!I_-__--.-__-_--,__.-,_-_R�i1--`'-1_ -_�1-.r-_----III�IIII 1!1I'!,!I1I1I!!ii!IIIiI'�--III•I';,1-','__-.- J11IIt---'�•�11IIjiI!II1ijjIIiIIIIjjjIi I '—___—.-.-—__--.-___•—..1__--T-�-.�1IIIjIjj!!Iit1IjIIIIIiIII1!IIIII r._--_-..-__--�..-__---..-__-i -I'!!1!III!1I!I!LI11III'IiI'IiII!!. 1I!!I- _,n—N�?— r_-te.-_,_.-._r.' _--.I.i��II!!I1!I1!!!1I!IIiI,!lI!�I�1�iI1-. �I!IIIiII1IIIIII1Ii!_III iI IIII-.'.._A_Q. 1_r-, .'Z_I•. _ .—_-.�_-._-.`-_-.T,-_�'t.?i--j1III►I1IiI!I!III I I!Ij II1II I1l—___--.--____r-..._-.__,I �,!1I1!1j!!!I!I1!II I!I,��.--_-_2-11+_�i, %.,,_•. .-;�.. _'`1.IIII!I IIII!IIjI I 1�i►I!iI(II I1.•,_f•+—.�_• I� j!!Il1 iI!,iI i I st•IjIlIIII11 I1I 1II1 T!I�I I i _I .-__.'_/. 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OREGON .......... .................... 6"3'-0 14'•4 I 31 6' 211 O . 41 4' 2'-4 CQD SAP-,:),K, 1 REF 1/A6.6 EAST MALSI- L F OR TILE PAVER 103 I NEW PATTERN. ! ! _ FOR INORMATIONS SUPPLY WALK-OFF MAT _ ! IV N ! _j I DESK &D 101 102 , ! VMAR PAgFC, HC.. Y. A4. go H.0 ACC. 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TA-4 Combination Toilet Tissue Dispenser 6 Napkin 34" to top of unit TA-12 Framed Mirror 5'-0"W x 5'-6"H Refer to elevations I X 1 — ��2 4i3 STUD I�I.T ��- 3/Alo.4 Oespned WWKH _ Disposal Unit c�•Ar 11C� I''�aD.IL TO ATL CD - --`_ e TA-13 Toilet Seat Dispenser 60" to top of unit ��TIL.F_ 1 0 -- / T- St tJ TA-5 Napkin Vending Machine 52" to tGD of unit ' �- ILr.�-tEI7 �5. ."4 Fl fa. Of lT. ` plecfrsd TW/JW TA-14 f=ramed Mirror 2%6"W x 5'-0"H Refer to elevations ►-IL�►►.11J1r1'�EC.IJ7ZF�:J 01.a' IJG -GIrT rfrd•� L��' J TA-6 Soap Dispenser Counter Surface 1 .f0�- t�LT� Q job JUNE 1, 1994 TA-15 Framed Mirror 4'-0"W x 3'-6"H Refer to elevations Job No 92 D65.06.5 TA 7 Electric Nand Dryer Men - 46" bottom of unit '•�4�Tr`IK SC�c1� ' '�EPE�T-E,D � %��" (V '.Nomen's - 44" to bottom of unit TA-16 Mop & Broom Holder Re!er Jan. 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L_ 2%2x212x %4VEL_p I sUPPOeTS FOetILJ, N CTS T Architer�ct� ure , Planning, lanning,�&_t. I � N�.� e`r i a _.- -Design TR 206 UgHT FIXTUPE5 801 Second Avenue, Seattle, WA 98104 RE ELEC Tel 206 682-3360 Fax 206 343--93884/4 ELEC KEF ELEC STAIR NO, lQ7E210Z SUQFACES CON ER. 4" COJT• CNAIJuF_L I ?07 71 OFFICES (;Feq COL. bXL,DS,.a�E`)209 5 _ — I ELEC TENANT SPACE 208 205 NO CLG FINISHES THIS AREA RVI CORRIDOR • p c ELEV. C2IDLIJESTAJR NQ, EXIST � STLUC WASHINGTON � CORRIDOR TENANT 216 210 cA SQUARE AG FOOD COURT- TIGARD, OREGON1.8 !vfMTL SUQS STAIR N0. - --------- ----- - FORJ/ _ . - • SPEAKER TY 2 ® $.`3 • • WINMAR PACIFIC, INC. Tiff 41/4 0 WEST �_30 FOOD -O � — f 40 —1 4 - - - - - - - - - -- - EAST LOCATION OF 7 F20COU EuCLOSueE202PROPOSED SIGN 300 — ———— • • • • .0! ---- • . . • • �LlGDETAL 56"X56" � III _- .---� --_- .-___�HST SMOKE Et • R till CORRIDOR TENANT o N SPACES cy224 IS - IOAFF �JUOSEN MAROUARUT SEATTLE,W ` ...... - OF ° • 55/b MTL STUDS8 SLRVICE I LIGHT FIXTUIZE MOUIJT Revisions Y 223 AS LOW A9 POSSIP, P, I I IJUNE S.1994 ADDENDUM 1 TENANT SPACE ;:Zq SUPPORT FINS 229 WOMEN ' '1Y 1 — O.CFOQ M0UJ7INC1 227 NO CLG FINISHES I I THIS AREA COVE LIGHT 14"X24" ACCESS HATCH (TYP -4. G_ . . . . . . gFIZCi LIC4HT COVP- - - _ � �oo IIIIItII I III i I;!Iii1!�I! iIIIIIItI IIiI1IIIIII jI! iII1!!!!I!I!!I IiIIIIIIIIII II jI1Ij1IIIiI IIi!IIItIII IIIIIIjIIIII Ij!IIIIIIII itIIII,,III iIII;IIII •m I!!Ii!!!! J0• iIIIItiIIIi1I --Ii MCO-Vr!Ij!!!!!•!!!EIIIIiIi!IiII LIGHT ELEC. o a _ _---_-_—_----- --- -_-.._-_.- -- /QatF' FI -IAeDW D PL.Y W�u No a_ n•_— D• o "_-w Sheet Title226 - - - - - - • - -• -0 OVERALL SE -C- - ON---D FLOOR REFLECTED CEILING PLAN 014 T�G JT° , PkINT• ' . _ . - - . - . . _ . - . _ . — . _ . _ - - - � _ . _ . • _ . _ . _ . _ - . _ . _ . _ . _ ._ • n000ILC13-25 oesgned WN/KH Drwm CC) meted TW/JW DETAIL 4 Date JUNE 1. 1994 Job No 92065.06.5 gSsS S111E6 C-OND FLOOR_ REFLECTED CEILING PLAN l \ Sheet No. 1'- o" 0 8 16 32' 48 A7 . 2 SQ RdSW Waehm9fon nor94 014917 of 98 IF THIS NOTICE APPEARS CLFARFR THAN THE LMN I)OCUMENT.THE DOCUMENT IS OF MARGINAL.QUALITY. MR 10FILMEJ) 0 MtPYP AI L A-1 2 I CEILING DET 4 I�I�I�IlI�I�I I I�III�I�I�I�I�I I�I�t�lil�l�l I t11��jl�l�l;l I I�I�III�III�I I I�I�1�1�111�1 I I�I�I�I�I�IjI Ill�l�l�llt�ll 1 I�I�I�I�I�I�I I�I�i�l�l�l� nllnrtllutlnn nlhln Rnitm unhm nnh�u r w im. W Y.1 H V U OG T Q R CE) CQ P (j) N.5 2 CC) 1 OB L� • t 'r 10'74" u �, u�. q'-0" '-IY' 20' 0• 20'.0., 20,-0" ~ ?0'-0" ' ' 9'•F" 20,.0 9 8 10'-4u 3�•0. 3" , * 34' 56' } 30'_0" __._. _— 30'-0' ._ _. - --30-0' _ _ -- -- - - -- –301-V30,,0„ I I I I 1 I I I I I I I I � I l ! , j I I ! '•. ��,' ,�.. ..�. 30,41 'sT Ng No 4-ZLOAMW C� tl i i I i i j I j j i I I I I I I A j- _ _ -�11- ' _ _ _ - -• - - - _ _ - _ _l _ _ _ __ ._. _.. _ �._ Ard*eaXd Flay1N'1Q,& ftffto 1 I 1 ! I I ! I I I ! I I I I I I 801 SOCOM AVeM e,S Sft WA lift I I I I I I 1 ! I f I I I ! I I ! I I L I Tel 206/OW-3460 Fax 206/343-M I I I ! I I I I ! 1 ! I 1 ! I I ! I I -- I 33 - - - - - - --- -- - - --- - ----I I _ - - - +1 I I ! I - - - - - - - _ _ _ _ i- - - -! �I _ _ _ _ -� _ I �` �8 • ` I i i I i i ! I i i ! i i l i i ! i i I i ` Iu V VE s 107 NO CLC. FINISHES I I I I I I ! I 1 I THIS AREA I I I toI - I - - _ yp� _ ! - - - - - - - - - - - L- II3 ' -•' .-..�� I -r r � I i r I i •! I _ WASHNGT� _`- I--10 - I 1 �b 10 \ ! IolOT10N DETECTORS _ •�1h+,•rry`._'�'.8_ - `� -r3 1 __-o��o�;�n' •-_—�IIIIiIIIII III I 1III II IIII!II i!II!I.Ii _�-T-��yp,_; ._-W WN__-.II11j�IIII II II I II�II I IIII II I-' • --I-G�b•!I!!!I!I,I!!,!!!!I!!I IIw-I�!Ir8 g 1-�i'�"'_-�"�o''',.�!II'I I--.�'IiIIIiIIIItIIjI II 1II I�I I iIiI!I_-ie.`a--";„--•1-4 1'-'-_--0”., _�!I—� __-.__- _ -IIiIIIiIIIIIIIII IIIII II1IIIII III II--- - -,----!IIIII!1I!rIII!!!!!!!I!!IIIII 1III _----_-- ._-_ . _----.--._-. •�IIII!IIII,IIIII II�I!ItI�IIIII I-_ . —._- -__ ._-_.-_-�l.u-I-l-_)n-—u�..IW—_-�W►II.'__-I�.-�I,!IIIIIIII1IlII!II1!I(II!II . 1_IIIIjIIiII1IIIII1IIII11IIIIIIIL� ..�--� 'I- I�I`�I�-I�I�-I�I _-I_I.�I_-�I�.I--II�!��!IIIIIIIIIIIIIIIIIIIIIIII,IIIII�.I_I-�I.�_I��til--�l�l!r!III!!!!!I!!!!I!II!!I!!!!!!I _-- �--/•- _*�I1IIiIIIIIII1IiIIIIfiIIIIIIIII -_�- I .----aOOo-I•IIIIIFIIIIIIIIIjIIIIIIi(1 IIII- --W-----\�- IlI�I!!!!!II!!!!!!!!I!�!!!1II-b-I;1IIIIII IiIIIII 1I,IIIII1II-�- - . _O. _ ._+._ . _, _ .IIIIIIIIII1 III.iI1III�I I!IIIIII---_--- i!!!!II!!!!I I!II!!I _._BY.. OWNER WNER--1IIII!IiIi,I iit IIII I t i1 iII IIII II__-.._--;-b.�-M?----,>';x_�--•-\-\-W �- ---9- -- AM -- -- Scaj T' GWB TYP. YTYP. TYP PROVIDE COP0U1SIOP�)C1I-�� p bOPPpSITE WB 14._9FFOOI�D_ O ,. C�O-O-- r q� { ,�- ,•-. t R $ AiATpR/ GWB I GWB - I I \% AF 5-1 -01, 10 -0 0=0" 0TICARD- - Io OPEN TO ABOVE 17,_0, -0 0 SCONCE TYP.o o GWB � I I Pei GWB WEST SUPPLY 103 OPEN TO ABOVE RFR Cv ELEV ,JT. 00' �O GWB 0- -- NFORM b _ I I WINMASI PACIFIC, _; ; , F� .�.+10 -03 .� ',. ..�'._ a., T* 1JT GWP 15'-o O 101 14,_9.. c+ o � ( 40 It" 7:0177 - 77 Go — oo o 0 o e� Q 0 1 SPs-T ow."EtZ��GWB - -- ------------------- -------- ---,-• , _ ,_ _-o � - - - - - - - - - - - - - SOUTH TENANT AREA 102 C) NO CLG. FINISHES5.1THIS AREA - --- - , - , _ . - - - -- - - - -29 r - Rvision I -u"z ajtn _A� i to STAN0, 7 SheTeT— ................ ZK FIR T 28 REtECTED CEILNG- PLAN VN/ K Drew CD CMA1 r 'M/JW '' f, 77 St"No.FLOOR REFLECTED CEILING PLAN 0 4 8' 24 Ic A7 SUP r4-0149 aw 18 of ga 95eSSWW8ShmplonSq Rd IF THIS NOTICEAPPEARS CLEARER THAN THE OUT 199P IXNIIMENT,THFDOCUMENT IS OF MARGINAL QUALITY. MICROFILMED I IIfiriI 11111111111 Jill Ill IIIIl iIi IIIijgijIjI0� �.? .. "M OW41W WA " N1'- ' ! 'I • OQ WV.1 N V U G T FS � P N.5 t�.2X11.1�� a s a oa c � . ' ,1 1 11 , " / 11 411 1 1 `N N " a, 0 -0 ?p1.pN 01 0,1 20'-0" _20'•0" 0.O 20 .p• • � 341-(/1 =^I ON 1/11_ON _ _ .-----_. —_ --- _� �_—_-O--.—_._. _ - —'__ __—___ _►r....• _—.—_`_ -^._. _. ..�.— --.... .yjr. — ......_—...r , 1 J x ,JH ' dN _ 4 30 .0 30'•0 �1 O I t oL O _r + I STAIR NO, 3 210 - ,�r " ' 0 21 I •, i t4' ° 1-._a_._ _,_._._. _._._. _.._._ ... _ _ _t -- - _ - . __ _._.,...l._.- -._ _ _ --` _ i wQ_ _ - I- - -- - - ! - �LEV: - - Archdadum, Mw rkq. 6 OafllbcI* \J I I b I ! TENANT SES L4l�@Y• 801 SecoW Aver .Seatk,t A ,+r, I 1 E j NO CK INISHE S 218 I may. NO,2 o , THIS AREA Cl �� Tel 206/682-3460 Fax 206./3 -W o I ! (NO CLG.FNSFES I I I ! 1 4 iD 1 THIS AREA 12'-61/z., II' ❑ 101.011 0 I ❑ 1 -611 - - -- - - _ - GW I - ...... - - - I STAIR ,I i ► t - - - - 31 1 I 1 ' F _ I 13 I NO. 5 1.8 b - - - -- _ o 33' 11/x" 7�� 19 5„ 7 81.71 L' 11 _ I I I _ I ( T o Q 151 t0,1 ° - - ° 0 10;, O o o o t --. I N IP) E TO S R UC ` . 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FOR 3 204 TYP. 1 :011 „ wlnn �� FAa�I�>- -3a1 SPEAKER 8 6Y o eP. ! i1 00 L—L +/ r1- n- _4t _ a _ ry -r1 sa.�.- - - _4 101 °0 0 ° ° ° 0 ° b °GwBJ Gwe ► SLnPED GWB ° AFF+1 I DN -GW� WF ® 203 G VERY SMOOTH SKIM COAT AF o PLASTER- BSE BID 0 0 0 0 o GW o 0 0 0 --__-----_ -___ I ___--_ ---_ - 13 _0, te I FRG_/ GF M R 'PFR ;-- 1 10 o T o 1 o T o o o 101 1 o 0 0 0 CLGFNSHES 1 11 GW , THIS AREA W � B� N4 AF --- --- O O O O O O O O yGW$ (;WB -owe j 3141, I-- --r ---------- OPEN TO STRUCTURE -56 &5.1 —Z SMOKE EXHAUST __1- j O O OO O O O O O Ov 2a9 Revlslo G 4. 131 TYP. STAR NO CLO.FNSfS THIS AREA NO CLG, FINISHES STAIR THIS AREA -, TE NT SPAS NO_8 W jo aI b .w- n, •-aQr :r- , ,- •,r .�.` `�..1 SERVICEJANTOR T OMIDOR Fin 228 223 SFL06S3r28) I o- OPEN TO STRUCTURE CEIU�O.. PL ° DPW to LING PLAN 0 4' 8' 16' 4' Al .1 V, MAO.... ;, IFTHISNOTICF APPEARS( IFARFR'THAN1.11F ()(,r 7199P 01 IMM'IIMENT,TIM DOCUMEN-1 IS OFMARCINAIQUALITY. m1101'11NIE[) wew aw Ill III 11111111111111 Ill if II IIIIItI111111111171Illh1111 IIIIIill111111111lliill11U11111tt"hi .. "•.r'' - { a ..... ; - � , I I tlnbnl nlbull l -- d x �`, .,, ,,..• ♦ , ,;�..� -, -}, , ~a !�' f .at ♦• .; ''k' «(Mf -a!. �+4 + ti >ti .. f a • Y + f , • r *, 1';/ry.lR•• '�'y . • , •h 4 + Tl"r M..,q�<'.' .` ,'{., �,,p. A �: 'P"'-' „ ; i {. .��: a� } . i �< !' lip . •as � t 1 • "�a. '� o-. �� ',W'4 t ■ ''!'. tf'. 'i. , .1, �. .� R'. 4 T f g ♦i:�t ,. '_ ,. • • , W. '✓1, a,'t � 1 Yf•. t. - - F f ..:. �- ..! ;. Ill... - Y�° 'W•g . •�, y i� F..,` •• ♦ oa•+4. ,,'�+R"6 -l•• �"�' , :9• a: M�,..rSs�.f�I �. ,. ^ ... tr ..f,• . 1"r M. • .. ` , r �i R}S.'.'' "4" #+. tt''± Consulting Englnser8 ,R. L • '• A# - 4. , ;,.a{ .'♦♦y.. .4*`.''J., k1Y t.ylI^f . 'X iia IJF1PNIDIFX01 Third Avenue, Suite 90"0 : E Seattle. Washing►tart 918101 (206) 622-� Fax 1206) 622-8 '30 801 Secod AVON, Sed•N, � TRU TUR N S AL OT Tel 2�j�-�5o Fax �V� - Cin Fawn GArr _5TFE1_ FRAMING: Cold formed steel framing members shop be of the type. shape. size• gage, and spacing at shown on Y r ,�iA holt conform to the requirements of the State of Oregon Structuroi Specialty rYYYRFTf wAts RE!KFQRCING fUn_:Ssi_otherrlse.�d): the drawings. Mender types and sizes shown on the drorings rotor to Rnrrtere nanutocfured by Angete• Metol Systems. Members equivalent ., REMIENTS All design and constructionr Code, 199 Edittion. jip,rizont I Sart vortical Bar L�Lls+,. equivalent in shape,elz•, stiffness, and Strength Dy other nanulodtw•uc may be substituted for ironing imrembrr# thorn. Alttrnots members Wall �jshllp�l shall be subject to reviser and approval Dy the Architect and Structural Engineer prior to fabrication and erection. All cold formed Steel / In nAdilion to the dead locja, the following were used for design: 6• �1 • 12' O.C. 4 0 12' O.C. Vert. • Cl o' Wall f,ami nq shall conform to the A.I.S.i . 'Spec iticot ion for the Des lyn of Cal b-�armed Steel Framing Members.' Cc+ld formed 11r4clural / LlES11+�J.�6QS 4 • 10' O.C. 5 • 15' O.C. Vert. • CL of Wall tracks and studs 12 14, and 18 gage materials shoil be formed i'ram ASTM A-448, Grade 0 or ASTM A--570, Grade 50 steel with o minimum Roof 25 pet 1.1 6• '4 0 18' o.c. 4 • 16' o.c. Each Fac• f MSI. Cold formed structuraltracksand studs 18 gageandIlghtdr shall be formed from ASTM A-446, Grade A u9 ASTM Arteni gs not f Floors: 10. #4 0 t2' o.c. 5 0 18' o.c. Each Face 33 writhhalminnImum l be as recommended 3AtI %tud�nafoctrock shall bo alvanized. Fastenln a dhoti be at shorn on the drawln S. Fastenings not worrldora, `itoirt, lobbies 10p0p0 pit L.L. Office 125 if L.L. (60 + 10 partlllont) Storage P BAS PAT GROUT: Bate plots grout shall be non-'shrink type with rnlnlmum f'c = 8,000 poi. Sidewelkt, Driveways, Loading Dock 250 pot L.L. Footing Beefing Pressure 2000 pit (1/3 increase for wind or earthquake) FPQXY GROUT: Epoxy grouting material shop be Sup-4t-Set capsules or Sup-R-'Rosin giofit pouch as manufactured by U.S.E. Olamond Inc., 180 S. Hartman St., York, PA 17405 'Concreely* 1441' or Concretive 1483 as manufactured by adhesive Engineer Co.. n 4 Earthquake and rind forces are resisted by sheorwails 110 S.W. 16th St., Renton We 98055, 'Porabond' coptule anchor# as manufactured by Molly Fattener, 504 Mt. Louerel Ave., Temple, PA • ��1�. 19560, or an equal product as approved by the Architect. Earthquake design 'e Dosed on the tollowinq. Wind design !t based on the following: QKRIT1Concrete inserts rend couplers tolled for on the plant shall be, as manufactured by Lenton Couplers S T R T R A I N R Q I T and/or Erico Prot;octs, Inc., Solon, Ohio, or approved equal. Contractor must suLxnit product data to the Structural Engineer for review U C U L DRAW G AB B R E V I I ONS 1991 UBC: Exposure C, 80 mph - P = CeCgQ11 prior to construction. BYilding: v = Z(CW AB Anchor bolt FD Floor Drain PSF Pounds Per Sq. Ft. , Rw Where- Ce = Sae LSC Table 23C ,096E MASOt�(tY. All concrete masonry unite shall be Grade N, Type I, moisture controlled. Aesembl!e# shall have o minimum PT Point : Sed LSC tools 23N 1500 psi. . Concrete masonry walls Shall be reinforced as shown on the plans and details and if not ADO'L Additional FDN Foundation Where: Z = 0.3, Zone 3 Cq = 4 St compressive strength of I'm = PWT Prefabricated Wood Truss r , t• Rr I • 1 0 Qt D shown shall be as noted under 'Mosonr) Reinforcing Steel .' Design stresses are in accordance with UBC Section 2408 'With Continuous ApJ Adjustable FIN flange n ted. So 'Masons Ins •ctIon', AGG Aggregate FLG Flange R Radius . Ad = 8 I 1.0 Special inspection, unless o y D N total dead load AFF Above Finish Floor FLR floor RD Roof Drain MORTAR, All mortar thou bo Type S ,nd %hal! conform to LSC Section 2402 onQ ?403. FS Far Side REMNfRomas 'nrclnq r'+ ALIGN Anchor Eleme!te o1 the structure and nonstructural components: Fp = ZICpWp ARCH Architectural FT Feet 1MS0MY T; Grout shall conform to LSC Section 240? and 240J. Grout shall have minimum compressive Strtn th of 1000 poi. Coli 9/ Bottom of FTG Footing RD Required v Where: Z = 0.3, Zone 3 shall be poured in maximum lifts of 5'--0'. All cells shall be filled solid with grout (solid grouted mosonry9. Walls shall be ,olid BLDG Building GA Gage Ito Rough Opening *. I 1 0 grouted, unless noted otherwise. 13LK Blocking CAIV Galvoniztd RNID Round CP - 0.75 a BM Beam GEN General RTN Return W� , = weight of portion of structure or component ;f�;+, Y REINFORCING SIEEL: Reinforcing •hall conform to LSC Section 2402(b)10. Deformed Dare shall he Grade �', una snail D BOT Bottom G L Glued Laminated Beam SC Sit p Critical securely placed in accordance with LSC Section 2404(e). Unless otherwise noted on the plans the minimum wall reinforcement shall be BRG Bearing GOVT Gov ormmnt SCIHED Schedule ce follows: SECT Section ±✓ him Basement CR Grade BTO Between Go Gypsum Wall Board SHT Sheet t on fObricotian or construction for all structural items )iprizontal Bars SIM Similar T• � + SUBMITTALS, Shop drawings shoal be submitted to the Architect prior o y BUR Built-{Ip Roofing Hf Ham-Fir I includingthe following: concrete and masonry relriforcemnt, embeded steel Item, structural steel, steel deck and stairs, wall Thickness vertical Bart Running Band Stack Band g C Camber � !PobnOgrr � boace t►--on-Grade It the chop drawings differ from or odd to the desig9n of the ttructurml drawings they shalt bear the seal and signature o1 the Oregon 4' #4 0 48' o.c. �4 • 48' o.c. /4 • 32' o.c. CAP Capacity SPEC Specification State Registered Structural Engineer rho is respgo,? • for the design. 6' #5 • 48' o.t. #4 0 48' o.c. 14 0 24' o.c CC Center to Center HORIZ Horizontal D 9 8' #5 • 24' o.c. (2) l4 ►I 48' o.c. (2) #4 0 32' o.c. CIP Cost in Place ! High Point SQ Square Desi drawings, calculations and shop drawings, for the design and fabrication of item that are designed tiothers, such as: CJ Construction o► Control Joint ID Inside Elevation SS Standards Steel �f 9 re of the Orr on tote Re istered Structural horizontal bar or bars shalt be provided at all floor and root lines and at the tap of the wall. Provide a bond bean IE Invert Elevation STD Stiffene ` prernonutocturrd stairs, conop *s,stortandard efrontt, and cladding, shall boor the saol and signature g Bond benne with CL Centerline and thou be submit ted to the Architect for review prior to tabricatlon. Structural Engineer with (2) horizontal Dort of sane Slze as typlral horizontal Dare ortr all openings, and extend these Dart 2'-0' past the oprnin at CLG CeiIi,,g IF Incise Fact STIFF Stiffener . « Engineer who is responsible for the design9 IN Inch S11RR Stirrup i deli nod b others for IoodS imparted on superstrucure only. Submitted calculation* ore for Information only each side, or at for at possible and hook. Provide two verticol bars of toms site as typical vertical bare, for the Lull hdi ht of CLR Clear of record *Ill review tem ; y t and will not be returned. the roll of each side of openings, wall ends and intersections. Dowels to masonry rolls shall be Imbedded o minimum of 1'-8' or piAl Concert• IAosonry Unit INT Interior STL Steel " ^v• •. hooked into the supporting structure and De o! the tone size and spacing as roll reinforcing. Provide corner bars to match the JST Joist STRUCT Structural PM • COL Column IftSPE�jI�I; Special inspection per UBC Section 3C8 by an approved tretIng Iab #hall be performed for mosonry, reinforcement placement, horizontal wall reinforcing of wall intersections. Lop all bars 48 die., 2'-0' minimum unless noted on the plans. CONIC Concrete JT Joint yJPP Support concrete placement, high-ttrength bolt tightening, steel fabrication, erection and welding, bolt placement in concrete, shotcret•. K K1 1,000 tbs.) SY11 $ynrretricol n rosin Special felt' requirements for concrete and reinforcing are found in the respective sections that MA�3Y INSPECTION: Masonry sholl be inspected and tested in accordance with LSC Sections 306 and 2405(C)3 Concrete masonry hes been COM• Connection KSF KipsPerFt. T/ Top of P . excavation, tilling and o p 9 follow. All Qropartd soil-beoriny surfaces Shall be inspected by the Solis Engineer prior to placement of reinforcing steel. Soils designed using full stresses according to the Unit Strength Method. Masonry Shall have continuous inspection by special inspectors as CONST Construction LF lineal Foot' TAS &G Top and and tom Gro cospoction shall be supervised by on approved testing lab or Sods Engineer. specified in UBC Section 308. CONT Continuos/ CONTR Co:rtractor LLH long leg Horizonte! TaIG 'onge and Groove ,. COORD Coordinate LLV Long Leg Vertical THK Thlck(ness) Contractor thou verify all dimensions in the field and shall provide adequate shoring and bracing of all STEEL REFERENCE SPECIFICATIONS:_ THRU Through SPECIAL COCIIIONS: CP Complete Penetration LP lcw Point g structural members during construction. Contractor shall notify the Architect of all field changes prior to installation or - I es onslble for rerificotion and cross reference of oar dimensions between the structural or,d architectural Structural Steel RISC-Specification for the Design, Fabrication and Erection of Structural Steri for CTR Center LVL Laminated Veneer Lumber TOC Top of Concrete fabrication. Conlroctor % p WAX Maximum TOS Top of Steel fabrication. Notify the Architect of any discrepancies prior to fabrication of any structural elements. Contractor shall verity all Hui:dingo-9th Edition CY Cubic Yard TRANS Transversedro ! '. 'a cv levels, dimensions and existing conditions in the field before proceeding. Contractor shall notify the Architect of any discrepancies - DB Divider Bean MIN Mechanical g High 51re:ngth Botta Specifiemtion for Joints using ASTM A-325 DBA Deformed Bcr Anchor MIN Mlnlmsxn TS Structural Tube 1� or field changes prior to Installation or fabrication. In case of discrepancies between the existing conditions and the drawings, the II loin direction cal from the Architect before proceeding. Dimensions noted as plus or minus (t) indicate unverified _ DBL Double MISC Miscellaneous TVP UniTypform Contractor shall obtain AWS, D1.! - 86 DET Detail MOM Moment LSC Uniform 8u(Idfnq Code dimensions and are approximate. Notify Architect immediately of conflicts or ex ceaSive varloti0nt from indicated dimensions. Noted Welding w c4 r coned dimeneicnl - do not atoll lZLII1_f.0yi.. AW5 prequolifled joint details OF Douglas Far NIC Not in Contract t1N0 Ltnle» Hot•d Otherwise ��.t„�• ' ' dimensions take precedence over t NOW Nominal VERT Vertical N - DIA Diameter / Oregon Maociation of Building Officials DIAL Diagonal NO Number W With Contractor shall verily all existing conditions before commencing or•y demolition. Contractor that provide cdequate shoring and Welder Certification 9 NS Neor Sidt, Nonshrink Wood bracing of all structural members, existing construction and soil excavations, oa required, and in a manner suitable !o the work - Steel Deck Institute, AISI-Specifications for the Design of Cold Formed Steel DO Decking ; Temporary Shoran and bracing •hall not be removed unlll all tidal connections hove been coipieted in accordance with the Steel Decking Structural Members DO Ditto NTS NOn ot en Scale WF Wide Flange r' ' h sequence. empo y 9 9 ON Down OC Outs'detDlexneter WL WaterdLHaotdrrd Stud 's have achieved design strength. drawings and materials 9 ��M +� • SjFEL MATE:t!i - f7MF Deformed Wire Fabric OD techniques, sequences or procedures required to perform Structural Steel ASTM A572, Grade 50 DIMC Orating OF Outside Face 00/0 Withoutr"'4 Co!itractor shall be responsible for all safety precautions and the methods, q q - DMIL Dowel OPNG Opening NP Work Point . .�''� 4' ,'•' cn w Structural Steel (W12 0 Smlllo►) ASTM A-36 t'no work. •APP Opposite AMT Structural Too _ EA Each < Connection material, er++edded items ASTM A-38 ' Earthwork material, backfill and compaction shall be in accordance with the recommendations of the Soils EnDlne•►. All loose channels, angles, tale y:^f s•, EF Each Foce PDP Paan Dimension Point WF Welded Wire Fabric .{ �� EL Elevation P Pet `{ sur loco toll she ll be removed from beneath II11 supper tlnq concrete slobs or paving, and mist. steel Piece r _r Structural Tubes _ ASTM A.-500, Grad* B EL.ECi Electrical DC Concrete work •hail conform to all rejuirenentt of Chapter 26 of the Uniform Building Code. Concrete strengths %hall be Steel pipe - ASTM A-53, Grade 8 ELEV Elevator PEN Penetration +` ` unless approved otherwise. Concrete mixes ,hall De at follow• ASTM A-325-1, u.n.o. EO Equal PL Plote veritltd by standard 18-day cylinder testi, u esu pp Structural Bolts - ASTM A-307 I PL Property line t - ASTM A-36 ENI Each Toy y Anchor Bolts EQUIP Equipment Threaded Rods PLWD Plywood 14t35e .-, Max. Max. Water Minimum - - {:ormdrett �tr*ngth Aggregate Cement Cement Per Welding Electrodes - E70XX EX Existing PFA Pont, /� AAA �A _ SIJ Ratig_ Cubic ford �.Ot�nts Headed Shear Studs ASTM A-108 EXP Expansion PP Pounds Penetration N In 3000 psi 7/8' 3'-4' 0.5 4 1/2 Socks EXT Exterior PSI Pounds Per Sq. In. R� • a Footings SIM T•�STEEL; Structural steel design fabrication and erection shall conform to the requirements of Chapter 27 of the Uniform • For Shortcrtte See fo►lowlnq N(,tes. Walt$ nay ' I 'n de. Al membere are to be erected with natural mill camber or induced canter up, unless otherwise noted on the plans. �� y�*�'�9 Sheer Walls-see S3.1 5000 psi 3/4 3 -4 0.5 5 sacks Building g Co Z f - • c e> be Shortcrtte or Cast In Place at Contractors Substitution of motor sizes or steel grade will not be allowed ; ,thout prior approval of the Architect. $ I Z Other walls 4000 psi 3/4' 3 0.5 5 socks option. Bolted connections ore to be of high strength ASTM A-325, u.n.o. A minimum of two bolts i1 required for all bean connections. The ..-----�••a""'_.,:„• •. ,,v .. minimum weld size shall be J/16 inch, unlet% noted otherwise. Connections are to be as shown on these drawings. Alternate V I rods- 4000 psi 7/8' 3'-4' 0.45 4-1/2 socks connections will require prior opprovol of the Architect. v S o r- D-'Ort-q Interior Steel deck shall conform to ASTM A-448, Crede A minimum and have a minimum fy.33,000 psi. The galvanized coating sho ll W rconfo °��` STRUCTURAL SYMBOLS _ DRAWING L i ST Z � :'lsc. concrete C'� ptl 7/8' 3'-4' 0.45 4-1/2 socks conform to ASTM A-525, G60, or G90 where left permanently exposed. _ � �• cu Minimum deck a es are shown on plans and are bated on 3-span, unohored conditions. Heavier deck gages may be required for _ AMIl�1R� � � gages _ �� T conditions other than these, depending on manufacturer. Other deck gages shall be submitted to the architect along with a valid ICBG S0,1 Structural Notest ' Port:ond Cement See Specifitotiont ♦" concrete swim report for pproval prior to shop detailing. `fi t SURFACE — SLOPE UP S1 .1 First and Second floor Dorno Plon x•71 paying a G 51.1 first and Second Floor Mezzanine Demolition Plansy, F .' 2. The Contractor shall sutxrlt concrete mi. designs and pertinent performance records for approval two weeks prior to placing any Deck welding shop be in accordance with AWS D1.341, 'Spscitication for Welding Sheet Steel in Slructur*u. concrete. The mix dot n will be reviewed for conformance to UBC 2604. SURFACE - STEP PED S1.3 Root Lntl Demolition P!on k' a c0 T Contractor shall provide cloture lutes, tlashin and all miscrllaneoul light gage metol shapes n*cessory to complete the work. 1 M 51.4 Eoet Ent•anee Cor►opy Dflemalltlon Pion { r D! Incor oratee In concrete design mixes, but shall conform to UBC Standard No. 26-9, and be utid in minimum end lap shall be 2 inchescenteredover supports. The minimum bearing required tG,:: be 1 incfiH. S2.1 First Flo..; ":on R e V 1 8 ions a Water-reducing odiril. u es may p ,, Shall ?7� SURFACE - SLOPE DOWN --- =� ttrlct accordance stn the manufacturer's recommendations. An air entraining agent, conforming to the UBC Standard No. 26 mixes for work which is exposed to weather. The amount of entrained air shop De 4x1 IW by :viurme. CaCl2 or - S2.2 FirSecond Floor Mr Framing Framing Plan � be used In all contests FL OECK; Steel floor deck shall be o composite type deolririth ribs at 12: o.c., of the size and gag* shown on the plans and other doter oil cont chloride ion admixtures shall not be used unlearn approved by the Structural Engineer. details or an apporved equal. _177 M SURFACE SLOPE TWO WAYS 52.3 Second ';oar Framing Plan ; a. N S2.4 Mezzoolne Framing Plan. and Sections n shot located b the Contractor aml submitted to the Architect for approval pflor to to the indicated design live load, finished composite floor slobs shall be capable of supporting all superimposed dead ClWISTLn T!C 1Q11 Jr Construction joints sho be y In additionq hy,,�0 X0 COMPACTED SOIL 12.5 Second Floor IMztorfine Fir wing Plan con TFAT ION Joints through t{oDs and Deana shall be located within the middle third of sports. All construction joint$ $hall loads, such as concrete lopping, plus 25pof or 125 pot, whichever is greater, for the appropriate span conditions. (EARTH LAYER) S2.6 Roof Framing Plan �("'v r' •.�. be keyed or Intentionally roughened, exposing IIrmly embedded aygregote to a full ampl!tudt of 1/4-Inch. The contact surface met t•• cleaned and it N of laitonce. Imindlately before now concrete It pieced, all construction joints Shall be w•ttrd and standing water Floor deck fastening tholl be as follows, unless noted otherwise: S3,1 Wall Eltrationt i removed. =1111=111 1111 UNDISTURBED SOIL h.i ,-• •� 1/2' diameter puddle wilds at 12' o.c. a transverse and perimeter supports (EARTH LAYER) S4.1 Concrete Socl;fx s and Details C) I DEBBIS: Shalt be entirely rtmsve9 from forms p►!or to 0 0019 concrete. � y_,- 1/2' diameter puddle welds of 16' o.c. at longitudinal supports 54.2 Concrete Sections and Drtollt i An defects In the hardened concrete thou be satisfactorily repaired and/or replaced as deemed appropriate by the Button punch or 1-1/2' top or Slde seam weld of 16' o.c. al tide lop connections � 54,3 Concrete Sections and Details aNMTE n Irt••r, TControctor shall remove and replace any concrete which foils to attain specified strengths if so directed by Engineer. STANDARD SECTION CUTS t 9 ROQF DECK: Steel roof deck shall be tyos B deck with ribs at 5' o.c., of the size and gage shorn on the plane or an approved g/52,! S5.1 Steel Sections and Details I 1 a9 equal . Root deck fastening shall Dt as shown on the plant. _ 55.2 Steel Sections and Mtol11 -" '•`*'" '�� a �I • Shotcrtto shall conform to the American Cancrete Institute (ACI) 5068-85, ACI 506.2-77 and LSC Chapter 26. Shotcrete Y �► b d I Mix, Application, Nozzlemon'ti Qualifications, and Test Procedure shall be in strict conformance with these publications. STRUCTURAL ARROW (DIRECTION OR SPAN) 15.3 Steel Sections and Details o DD OPEN WEB SQL SY,�; Shall b• of the size and type shown on the drawings 'nd shall conform t1 the requirements of the Steel Joist STRUCTURAL 55.4 Steel Sections art Details Sheet Title '�'`y"j4 Reinforcing steel shall De in accordance with ASTM A-815, Grade 60 billet steel, for deformed bars, ASTM therwits Institute. Joists shalt be deal ned in accordance with the UBC and loads described herein. In addition, they shall be analytes for _- — S5.5 Steel $cellon# and Details ' ry A-185 ty = 65 !)<)0 psi) for eraoth welied wire fabric ((WNF . and ASTM A-42 cold-drowin wire for spiral reinforcing, un:ess o Snow drifting requirements per 1 91 UBC Appendix, Chapter 23• Division I, Snor load Design. 1 - -� TOP OF CONCRETE SPOT ELEVATION S5.6 Steel Sections and Details noted. Reirforcing steel shall conform to UBC Section 2603(f). Reinforcing steel for ductile frame members shall De in accordance L - ! Grade 60 steel may D* used to these members Subject !s the restrictions accordance S5.7 Steel Sections and Details STRUCTURAL CTM A-706 Grade 80 for alloy steel. ASTM A-615, G y Joists Shall be supplied with the proper brocin and bridging I* provide lateral stability of all )pion during delivery and i ' with Ar UDC Section 2625(t)8. erection, as well as in the final service condition. i WTES HEADED STUDS AN At theor studs skull be 3/4' diameter hooded studs. ud lengths after wild shall oe A WORK.POINT I shot be supported on well contrite Dlfcks or approves metal chair) os specified by the CRSI Manuel of as shown on the drawings. Deformed bar anchors Shall be of thi ;Ize and length thorn on the drowing All studs aid deformed bar �- Bars In booms and slabs • o PD SLOPE_ ; Standard Practice, MSP-1-80. Rtlnforcln9 steel shall be detailed In t,,cordonce with the 'ACI Manuel of Standard Practice a for anchors shall be automatically end welded in shop or field with •tiuipment reconmend*A by manufacturer. . CX Detailing Reinforced Concrete Structure• ACI 315-74. RoDar supplier i1 responsible 1�r determining all r*quirtd oddilionol Support LEANS Flip, Expansion Dol U /hall De Hilti KvlkDolt, PoraDolt Concrete Anchors, modest Trubolt, of on approved equal, installed A r v bare and shall Include such quantities In "d. Welding of rt(nforcinq steel, when appro ed by the Architect, shall D• performed additions. Boll I:+ot M and enbedmente shall be as dosignoled on the drt�tingr. Where the roquircd = COLUMN * S, using low hydrogen electrodes, and preheat td in accordance with AWS 01,4-79, Reinforcing ;test Woldinq Code, lop all reinforcing per the manufacturer's recommme s Inc* es S edified i', ACI 3i8 89, unless olh*rrlse noted on the plant. Mechanlcat or welded butt splices shall �e�nt !� omitted the bolt %holt hove Sufficient length to provide at least the embebment and copacilles shown on the follotinq Zj bore r+ith a Class b y D 1 be used subject to Slructurol Enginter's approval Mechanical splices col:ed out on the plans shall develop 113X of the specified schedule: If Deal i gnw.�. .• C yield strength of the spliced bare in both tension and compression. INDICATES MASONRY WALL of follert, u.n.o.: Halt S j11jn. Edd. (ec�.000 psi (fcA1�b0000p i) Qr a Reinforcing steel Shall have protection Chockod IL Rd flu 1/2' 2-' '4' 945 lb. 1.840 I b. i 2-3/4' 1. A ELEVATION OF WALL OR -RAME Do 1ir ` b, N5 Ib: 2 130 Ib. i cv Beams and Colum Bart ........................................................... 1-1/2' to ctlrrup$ or 11•$) 3//' 3-I/4` 2.21J0 Ib. 3,660 !b. - f .... ................. 3/4' u.n.o., tee plans) 1' 4-1/2' 3,610 ID, 6,5001 b ,lG� � r x a f`i S l ab 80(lip 3/4' Wall Bo t: Interior facts ............................ ...... .. ............. ... 1-1/2' S and tmotlei) a; xpotdd t0 weather ... ( �nQCt I o► earth ........... .............. 2' 36 and large►) Footing ajar$ ............................ 3° r• hal : %4`�f 7♦� �', r y, •a vera "r f"�" tt ,♦. �SaS SW W,jsr•.ngton Sq Rd \ ` . L J r up 94 0149 y� ;r " �� {a. .i '� f — '.F THIS NOTICE,APPEARS( 1,FARFR THAN THE OLT 7 199P INN IiMF.NT,THFD(1CUMENTiSOFMARGINAI.QUAI.ITY. 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'' / � - , •.r; A .. r " � � i,., •'R.7 t e �;� } F ?Y � `� t �i. �s "(! -"9 �bs ,1 �f 41 de ' ` r* -�T* ,;, � �+• ..y 1 '�� L •'' �, i* ,err *"-�� 1 �, r4A 4 VIP f 't' • Architecture, Plaanlr4 t Interior.4pi* H G T 1 F E D (c) C 8 A H G r T F E ; Q ,' D C 8 A 801 Second Avenue, Seot t l ei VA ON, T Tel201/682-3460 Fox 206/3Q-W, 34'-5" 30'-0" 3C'-0' 30'-0" 30'-0" 30'-0' 30'-0" 34'-5' 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" _ 34'-U' 1'-2" i — EXISTMIG 8' t CMU WALL34 I I I I I P,EMOVE EXISTING IZD INFILL 0 LOADING UOCK 1 DEMOLISH SLAB AND REPLACE WALL AS - -FOR NEW SHREMOVE EXISTING ----- --- - • -- - EA�AII 0 Y SEE SHEAR WALL ELEVAII ION 5LA15 4 BEAMS • E 1ST ING; � ,� , . 12" CMU DEMOL151� SLAB DEMOLISH EXI5TNG �, b WALL FOR NEWII5HEAR WALL I SLAB ON GRADE SEE SHE�2 WALL ELEVATION C/53.q FOR NEW FOOTING � SEE DWG 52.1 , 1.8 ----- TYP 1.8 -- - - --- 2A - ------- -—-- - . r EXIST 8' SEE 52.2 i 41- REMOVE EX TNG _ a�u WALL '- ' DEMOLISH EXISITING I i i I o ;, SLAB 4 BEA05 • SLAB ON GRA ! ! AS REQUIRE FOR FOR NEW FOOTING I FRAMING-S E SEC SEE DWG 52.1 FLOOR FRA ING PLAN R 3 , REMOVE EXISTING 5D . y EXISTING ELEVATOR DEM ISH EX15T SLAB FOR 'DEMOLISH EXIST EIS ING ELE CONCRETE Si.AB. 4_ •-__.___- REMOVE EXIS ING CONCRETE 1 STEEL MS " CMU WALL PIT TO REMAIN --` �-SEE I WG 52.1 R FOOTING BOR NEW ENTRANCE I I t c/% SLAB 4 STEE BEAMS v v 70mu aim FOR DEMOL15TI0N I 1 I , OF EX15TWG i ENTRY SEE 51.4 4 52.4 REMOVE EX TING / REMOVE EXISTING 8'I - - -- ---- -�— ---.. ..--------- - �- 4 SLAB t BE � _ - -_---- -- - � CMU w SEE 51 s I J-DEMOLISH EXISTING � � - ------- --EXIST 2'_q" - --- T--- I � � I I^ f1 wrw SLAB ON GIRAD I it�ILL EXIST PIT I THIC PILL- CAP---'e I I I II FOR NEW FOOTING I SEE DWG 52.1 � I t I •f , 1 • SEE DWG 52.1 ( o ,n + o +'• EXIST 12"02" EXIST E50 PIT GRADI BEAM I f . --FOR ADDED COLUMN - `.' � N - - - - - --- - - _ - ---- - -- 5 SEE 2.2 EXIST z - --OEMOLI SLAB DEMpLISH SLAB � F FOR NEW ISHEAR WALL I .1. FOR!NEW SHEAR WALL PILE CAP _ 4 SEE SHE�R WALL ELEVATION C/S � SEE'SHEAR WALL ELEVATION d/53.1 o Q' V) i I r GEMOAH EXIST 8" ORI REMOVE EXISTING REMO EXISTING , NEW DOOR OPENING I 6 6 I — i _ - i SLAB 4 BEAUS I SLAB 4 BEAMS� I 6 t ZD -REMOVE EXISTING SLAB 4 BE MS ' 28L. 11.359 ID 8" CM WALL � OREGON k elv . ' 1' DEMOLISH EXISTING g H OG T l F E Q ' D C 6 A SLAB ON GRADE H G T 1 F E Q 1 OD C B CA) " ;\ \� ` SEER- WG 52NEW 0TNG ' ---- __. . _ • .� r• � - -+ TYP r z al C"*kv Iwv FIRST FLOOR DEMOLITION PLAN SECOND FLOOR DEMOLITION PLAN �. W Third AVr>W& &Ofe 81X1 swft woevvmSIM , QM 622-58W Frx Y C1 NOTES: =ND FLOOR DEMOLITION PLAN NOTES: '� a- 1. SEE GL,ERAL DEMOLITION NOTES TH15 DRAWING. 1. SEE GENERAL DEMOLITION NOTES THIS DRAWING. Rev i slops y 2. FOR FIRST FLOOR FRAMING PLAN SEE DWG 52.1. 2. FOR SECOND FLOOR FRAMING PLAN SEE DWG 52.3. ,...;. a 3. VERIFY ALL OPENINGS IN CMU WALLS WITH ARCHITECTURAL. t ._i:.._ 00 GENERAL DEMOLITLO NOTES: rn 1. SEE THE PROJECT 5PECIFICAIION5 FOR FURTHER NFORMATIOrt ,3•* t;'.;' ' o ` 2. THESE DRAWINGS WICATE OILY GENERAL AREAS OF STRUCTURAL DEMOLITION, SOME INCIDENTAL ---== •- .�, ",� DEMOi_ITION, CU ITK SAWN64 REMOVAL, D15PO5AL, SALVAGE, BRACING,, SHORING, TEMPORARY ' < CD PROTECTION, CLFANJP, REPAIR, OR OTHER WORK NOT SHOWN ON THESE DRAWINGS MAY BE REQUIRED. Y —"0 ;t-a- �sy t4wiptim CID 1 3. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, .AND ANY OTHER DRAWINGS FOR ADDIT04AL DEMOLITION, I 4. SEE THE STRUCTURAL NOTES. SPECIAL CONDITIONS, DRAWNG 50.1 FOR ADDITK W- NOTES. Sheet Title ' FIRST AND SECtN6 ' FLOOR DEMOLITK*" . PLAINS W z 1 ,. Mf 6 ,J. • '" y-• rt .r , t�. : 'w �,� ��'�.� Mh`�1,.,••r•,✓�" i^` ' �,'� s 1 ' • A ,a+., ^'ryyf,•�,T, ani rodChsaktd A. 7 `' `''• . f I I+A+ K�' •7'..� it1' ��7�'It r.IrrM - s +a 4 N Y ' ..^7 •i A +•, ••� j'j' " t'�;r , ,,.7t•, �.'. tti '4L A `• 1 x, �'' i :iw`• ...'!. sot! 4 W4 r 1. r 4, • . ' { , u ' y. ' •M ` +rr,., , ' -6{^'rr , r ,,-F .r'•�, }t'- y^'l"''""h Sh ;' y�'r�Lr f'• '� >�,. 4Yr�to 1Y ~ ,, Y�•)' * 'J + 1 1rR11 q1 T JRQ�t { ' 0 .}J 1 1 ' r° �` ,t'�►."Pv,+..: 'Ir•M ,r� '' ' ' "+,rly` � ', may' ,�•"y.'.�}• ,• ;W WAehinpinn Sq Rd r �yt f PUf'44 OU9 �, . � •� ,:�� s ( ., I 41 of 98 Y w z • . " '•1 •I r fw", • 1 IF THIS NOTICE APPFAkS CLFARF.R THAN WE KT- 7 199P MK'IIMFNT,THE FXX-UMENT IS OF MARGINAL QUALITY. MICROFILMED 1111111 11IN1111�I II1I1I1I1III�I I i�l�{�I�I�1�1 I�I�I�I�I�I�1 irl�rjl�l(lfI I i�l�i�l�i�i�l itl�Iti�l�t�i i III III IJill il L111111111111 1111 -- -- u n,Ihnl unhnlhnlhm milnntunhulhmhnllul1l+n,Irmhm nnlnu nnlrin unhn►nnlnn unhnr ulhm Inrhrr�rrllln unh�n Ilwhlu m 1 • { N. - -. k, +m a • ,. .. . . - �- - .. �.+�;7 --w�--. ",'}r. 1-'��•» '.'t,�'•'.'-�,. ---1`.._.. ___"-l;�v++.+.+w••- -►�"--�_- `j,� •tea-,, .7' .... { ,s. !�. •� y. r4v- � i ^e . r t ll L. p DCB � A H OG T F E D C 8 A , J 216'-90 216'-90 �j ��./�� /� Architecture, Ptamin' A Interior Oes 1�N - 1_ N lAl_ON I_ N -__�L-�_- 11-2N 11_211 I 1�1-CII 1_ON I �/�1�V 1A1-ON 1A1-ON �/►1-ON lAl-ON �1_OII 801 second Avenue, Seattle, w19d{,A1 ..1Q_ ��11// N J, J � ry N --_ EXIST L3z3xV4 JV JV L / 8 SHEAR W� Tel 206/682-3460 Fox 206/343- SO SEE 52.1 4 5 .1 I TO REMAIN EXISTWA MEZZANot IN-SEE 51.5 ---- , �° 34 SEE 52.5 34 1 _ _ I - _ 8 SHEAR WALL SEE 52.1 I \ SEE DWG 52.5 ; S3.1 FOR SLAB EDGE II 1 4 NEW FRAMING ` EXISTING MEZZANINE TO REMAIN1.8 1 I � I -DEMOL ISH E 1`i T ING SLA BEAMS AND WALL -- REMOVE AND RELOCATE " ' EX1611NG STAIR -; '► WASH�T REMOVE EXISTING MEZZANINE MOVE E� 6TING MEZZAN SLAB, I b w SLAB, BEAMS, WA_LS AMS, WALLS COLUMNIST I , SQUAFE . AND SUPPORTS A REQUIRED SUPPORTS AS REipil) I!"T I . DEMOLI5F IEX fNG REMOVE LX 'TING M. � BEAMS A,'V WALL \ -- MEZZANINE F AMING j SEE 52.2 PAir #� ,. --' ,�`•. I it � I -_ - - ---- - 5 - - -- -- -- 5 X CN 5.1 c ---- - 8N SHEAR WA EXISTING MEZZANINE .1 TO REMAIN b I b SEE 52 � 53.1 C) I I 8" SHEAR WALLCK I � i x z r SEE 52.1 4 53.1 -- I 'r V1 LJ ' '/' .u.. a e.,..,.,,. .. .i _ D I I 141.d � I I �r j � +- � �� 11 � l I �-`. � _ _ - -(28) DEMOLISH EXIST SLAB 4 WALL t N - SEE 52.2 a iee (�G T F i E CD) C CB) CA ) CH G T F E Q D C 6 A I p N 1 < � 1 a •I FIRST FLOOR MEZZANINE DEMOLITION PLAN _SECOND FLOOR MEZZANINE DEMOLITION PLAN � 1ifin = 11-041 �4" = 11-00 Co-Wtirq W T W Aven ae� Suste 900 Setattle. Wbafttan 99101 v°5 = 1206) t�5&V Fox f2M 6122-NlW a a ► - J Revisions b� fY `� FE� fLOOR MEEZ� DEMOLITION PLP.NNLE5: Q. �y o 1 SEE GENERAL DEMOLITION NOTES TI-IIS DRAWING. SEC Ot� FLOOR MEZZANINE DEMOLITION PLAN NOTES. -' 2. FOR FP51 FLOOR MEZZANINE FRAMING PLAN SEE DWG 52.2 1. SEE GENERAL DEMOLITION NOTES THIS DRAWING. ---- --- "' 11 2. FOR SECOND FLOOR MEZZANINE FRAMING PLAN SEE DWG 52.5 I J \_ ❑. --_�. - ��. �. Grua__ I U e//T W _ ACDEM1tM NO.2 GENERAL DEMOLITION NOIES: No. w:: By Vh scr,Ip?ida CD 1. SEE THE PROJECT SPECIFICATIONS FOR FURTHER INiFORMATION. C 2. THESE DRAWNNGS INDICATE OKY GENERAL AREAS OF STRUCTURAL DEMOLITION. SOME IMC !;TnL sheet Tit leDEMOI ARY PROTTECTION,ITION CJLEANUP SREPAIR REMOVAL, OTHER IWORKAL. SALVAGE, BRACING,NOT SHOWN ON THESE DRAWINGS MAY BE REQUIRED. FIRST AND SECOND*: 3. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND ANY OTHER DRA04GS FOR ADDITIONAL DEMOLITION. FLOOR MEUM 4. SEE THE STRUCTURAL NOTES: SPECIAL CONDITIONS, DRAW 50.1 FOR ADDITIONAL NOTES. DEMOLITION �� 5. EXISTING INFORMATION HAS BEEN TAKEN FROM AS--BUILT DRAWINGS BY �I RICHARD R. BRADSHAW, INC STRUCTURAL ENGINEEP5 DATED 4/23/73 L� AND HAVE NOT BEEN FIELD VERIFIED. Designed K Fett Drawn L Chocked K telet �' CJ Dat r M v, Job No. ;ti�ti .......ice..�{,. R�SW Washington Sq Rd r �. i;, Wi 5 FV it'94 0149 1 IF THIS NOTICE APPEARS CI.FARF.R THAN THE �11'r 7 199A DOCUMENT,THE DOC:UMENTISOFMARGINAL QUALITY. M1('11 111,NIE1) III�I�i�l�l� IIIII 1I1I1I1I I1I1I1i1l�l�l I I�I�I�I�I�I�i� I�I�I�Iil�l�l I r�r�l;l�l�l�l I f�I�I�I�I�I�I I�I�I�I�I�I�I I I�I�i�lll�iil I�I�I�I�t�t�l� 1�t�I�I�I�I� (il�l�l�l�l)1 � Mlloz w atw► INlllfl IIIIIIiII IIIIItIII IIIIIIIITII�IIII It''llnln� ulullflnthi- nl�iminn nnlnn nnl!m unlmr nnllnl tnlllnl nnlnn ndnu nnim 1 nH C(G) � � i � '� � E � � D C B } 50'-0' 301-0" 301-0" 301-00 301-0" 301-0' t EXISTING METAL ROOF DECK TO REMAN �1 L _ _._ - ---'— .-..— -- —.-- - - -.._— - a�a.'._li>t`tlaatl a-��a,. '�a��a♦ arc ♦C� -.a�i�c—act•\• taa_ -��\�\«+cttat�it a��\ EXISTING; J015T TOP CHORD MAY REMAIN Architeclele, Plwniey ! Inleriar 01�41I 801 Second Averm, WtIt, � 2104 - � I Tel206/682-3460 fox 206/543-93M EXISTING JOIST MkBS Q- _ _.- -- ._ .. _ . _.- I o iAND BOTTOM CHORD _ ., -. _- --- -i f , I f� TO BE REMOVED - - - SALVA EXIST06 METAL —02 ROOF D C* FOR 115E IN . � FRI.ING XISTING OPENINGS- SEE AR MCTURAL b I I - REMOVE,EX151 LNG ROOF DECK AND OP N WEB JOISTS DETAIL A - - - - � _ j FOR DEMOLITION OF `oip- o EXISTHVG :MU SEE 51.4 WASH � ~ 1 MOVE-TXSTM RMF J DECK AND OPEN WEB JOIST _ _ ___.._. - --- -00w I � -- — 5 Feft 1 - 6 REMOVE EXIS ING ROOF DECK, Z E I T " REQUIRED; R FRAME ROOF- 20--0" -0 _ 5EE DWG 52. ;SEE DETAIL_ A __ ___ _ _� ________ _ 27 N CLORf`� I I I I I I I Qj I I I GON p to 0 a Cmadtkv �4 � r2Ol TMrd A vwm SL40 900 I Seettla WeaNngton 96101 d o QM 822-8822 Fox OW 62"W R �P.1� P ) DC) 6 A Revisions � 'll 0. O < I N II ROOF DEMOLITION PLAN GENLE-AL EMOLITION NOTES:_ — 1. SEE THE PROJECT SPECIFICATIONS FOR FURTHER WORMATION. YW=1'-0" 2. THESE DRAWING5 INDICATE ONLY GENERAL AREAS OF STRUCTURAL DEMOLITION. SOME INCIDENTAL - DEMOLITION, CUTTING, SAWWG, REMOVAL, DISPOSAL, SALVAGE, BRACING, SHORK TEMPORARY L�1_6 � �, ,�. PROTECTION, C.EANUP, REPAIR, OR OTHER WORK NOT SHOWN ON THESE DRAWINGS MAY BE REQUIRED. No. onto By k9crlP1140 ; 3. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND ANY OTHER DRAWINGS FOR ADDITIONAL. DEMOL11KK '"' CD 4. SEE THE STRUCTURAL NOTES: SPECIAL C.ONDITKM, DRAWING 50.1 FOR ADDITIONAL NOTES, Sheet Title 5. FOR ROOF FRAIAING PIAN SEE DRAWING 52.6. ROOF DEMOLITION G PLAN W <ICJ `9 Designed K Fo* Dr nm & Checked K M ,. CN Date t >fi1�1 N Job No. ON" Sheet No. a z SI-3 9585 SW Wp.Ah1npt0n Sq Rd 13UP 94-0149 43 nt 98 iF THIS NOTICE APPEARS CLEARER THAN THE OGT 7 199A DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED I�1�1�I�I�II Ili�f�l;lllll 111111111 11111I1i 1111 1111111111 I ( I!I!Illil�{!I!) i I�I�I�I�I�III i�lli�lllll� ON twrc w awe n.nubul mien mII1IlI nllnu unluu mdnn mdn Intim nnlm�unlna unhnl nnhln nnlml nnlnn�minn unlnn uihnl Icnh i +� ff9!l+3ytuw .* P ;x �:,.r r}m>.,.,wrt rr�v"u. ,v. "r. ,p' '�`� v; x M �.,.• ,L� ,.«:,.., t t _y + ,• .�` a ~� . •L ��'�f '. COL NOTE, PROVIDE STAGED DEMOLI110N OF 9'- " EXISI NG CONCRETE CANOPY 5TRUCTl1RE - AND CONti1RUCTION OF WILL CMU WALL • TO SUPPORT EXIST CMU WALL ABOVE EXIST ENTRY OPENING '-�`- SHORE EXISTING CMU UNTI NEW CM Of ti MALI- IS N PLACE 11 -3 t1h , _ --- 5 • EL 24r 1 a ' EL 241'-10"'! 3U-0 -- �. . .► , „ 1 i END OF (E) C9 - - NTS I ' EX151NG BEAM EXISTING ,,g �� — — --------- r' TO REMAIN STUD WALL - EXIST CONCRETE SIA �* V TO N. REMOVED -' CL , 1 � EL 238'-4" EXISTING CMU Architecture, Planing is Inivior DN1* (E) W18x85 (E) M112x40 P e 'D - -- - _. - EXiS111vG A" CMU TO Pr-MAIN 801 Second Avenue SeottIe, 111A 9M TO BE REMOVED COL TO REMAIN- p '""' WALL 10 BE -3460 Fox 34 . EXISTING CONCRETE , u, REMOVED I EXISTING W12 COLUMNS Tel 206/b82 106/ _ EL 241'- 10" SLAB TO BE REMOVED �� TO REMAIN (E) A" METAL � � ' r � - ---- --------�-�-_- _-- _ � STRUCTURAL STEEL NOT SHOWN -- EXIST CONCRETE WALLSSTUD TO BE ! A l� Ct.R 5 8 - _---—_-- -- FOR CLARITY. TO BE REMOVED 1 REMOVED . - — - } (E) I(2)C9 TO BE REMOVED r EL 2381-40 t ll h �.--- EXISTING W12 COLUMN EL 228 -6 --- ° TO REMAIN EX61 CCVCRETIE SLAB TO BE ' REMOVED )a PLAN VIEW SECTION A SECT ION B _ SECT ION C WAIEN V4 -1 A FOOD Jcm , EL 270'-6" TWAM IL 1 (E) 8" CMU WALL TO BE REMOVED • ,. (E) L21hx ftV& SAAMMLSkAAfffi (B JOISTS P WN _ •rr 28 6 ) 5 4� 4� 3 ,�' r WELDED TO BOT L) ,---EXISTING 8" CMU r �) f• EXISTING B CMU WALL TO REMAIN i (E) OW JOISTS TO REMAIN WALL TO REMAIN SHORE UNTIL NEW BEAMS- "' - EXI5TNG 8'' CMU WALL ARE IN PLACE -- % TO BE REMOVED (E) CONT L360 — (E) CONT L3x3xY4- f , n M N W EL 247-6"811 61-5N C Ilk� ;' ''• I EXISTING EEAMS •� ' I4, a ` ` ' �� • I TO REMAIN SHORE EXISTING BEAMS UNTIL NEW BEAMS —An.- (E) 16x16 PILASTER (E) 16x16 PILASTER ARE IN PLACE -- '�$�" °o a cl'R` „ 4 / 5 BEYOND TO REMAIN --- (E) W12 COLUMN BEYOND TO REMAIN � c r BEYOND TO REMAIN a 38'-1" � � --- - EL 218'-6" -.._._ _-_-----__ --_--_f ' ,�- • -011 6 30 �.,,,�,�y�, t•I 1J e " " t n t u 1_ N t n i n t n t u 4'-41r 1 .f � \ 'Y wP V~ ••�� • � � -, � • 31h 41-4-Y4_ -5 4-5 4 5 21-2W 4'-5 4 '-S_ 4-5 3Y4 EXISTING CONCRETE WALLS I REMOVEEXIST CMU 71" , `/ 11>Nd A w• 91�te 900 n �1. TO BE DEMOLISHED FOR NEW WINDOW OPNG SEE FLEV A/53.1 f l?08J f. r m 1. - EXIST C ETE SLAB q (E) HP_ TO BE RE OVEO (E) HP EXISTING EAST WALL ELEVATION D SECTIO E -----•--- =1 - Revisions f t o (E) (2)C9xl3.4 y. TO BE REMOVEDLn ao (E) 3" THICK , " c�'_ (E) 3" THICK CONC LP - - (E) 5 THICK i CONC LP i a CONC HP I . �4IF.5:. (E) HP � �� I � i - _ � � � (l � VIA 1. SEE DWG 51.1 FOR GENERAL DtMILITK7N NOTES. ` I i _ A No. kt.0 By ofter{ptlai ; __�. -- - - r , -- -; Sheet Title y: EAST ENTRAIN , � 1 totem won I � � CANOPY DEMOLI wII PLAN AND DETA S. E GIRDER ABOVE i a V ( ) 2 0 2ND FLOOR TO REMAIN ( I (E) GIRDER ABOVE �a ^� +l`" 0 2ND FLOOR Des iple� K hlt ;x�, TO REMAIN e I " cv 3'-10' 4'-0' 4'-0' 4'-0' 11'-1" 1'-4" 1'-2" ,"' ,.r h !a Dot#-_ 1� ON I -- - -- , rn ENTRANCE CANOPY DEM ITION PLAN Sheet No. E 1115TNG EACy71 r�.�1l�tre�tw�• �oy4117" � t N t 4"5 SW Wssh,ngtnn SQ Rd • - i AUP 94-0149 44 of 9" , y, +. .!. �. ,a � , r .• a 'Its ' r7 FNIt,�_�` _1 .:•«,, :d'_ Ie •_ "{!..<. uT I�I;r IF THIS NOTICE APPEARS CLEARER THAN THF, t 19�A INx•IIMENT,THE DOCUMENT IS OF MARGINAL QUALITY. M��14011111 A1I E11) I�IIIJI�III 1111111111INI I IIIIIII�III�I I III�III�III�I Illllli�l�lll 11�11rjlllllll I IIIIIII�I�I�I I illlll!�illlt I illl�ll�i�lll I�I�I�I�i�l�l�i IIIIIIIIIIIII IIIIIII�illlil .1 t, • del, ,r wN„'�� A:��' ,j: H V G ` T �D C 6 A Lim. •`�. 34'-5” W-06 30-00 ----- — --- --30''01 — 1'-2m 6'-2r EXISTING 5" I I _._ CMU WAIL 34-- -- ----- ----- -- -- I - - - NEW 8' CONCRETE REMOVE EXISTING NF ILL I SHEAR WAIT 0 LOAD NGDDCK SEE 51.1 7q� I i I I fc'= 5000 psi I I ' 8 x8 x15 OCT 15T FUR 10 7HD; ® REPLACE W I Architecture, Ploeniq It Intwia Dalge i F OOT ING DRILL 4 GROUT 04 PRQvpE 04 24" OC EW- I � 801 Seuw Avenue, SWI I#, 1A 9101 _—_�— -- - -- --- - — ' I -- - - - -- - - — - - ----- I C i X b 1 �Te .f�l �2. %, /682-y3,. 46 ,F a 20 /X1,-9*o a8Er- WALLS `ki D/54.3 NEW 8" cUCRETE EXISTING 0EXISTING Pf SHEAR Lx CAP - TYPICAL 12" CMU tc'= 5000 psi WALL 15T FLR TO 2ND 14'f EX15TNG GRADE KT BEAM - TYPICAL 11-20- 4'-0u �•8 -- _-_ — _ -- EXIST 4" SLAB EXIST 5W SLAB "7 r • F/54.2 EXIST ST 8:1 CMU WALL ' G/5A.2 WASHNGTON EXISTING ` L' GRADE BEAM- F" OOUW —T I I (V I EXISTING , • C/54.27 PILE CAP -- —• VERIFY W/DESIGN-BULQI U/542 i I ' --177 TwMA 01116111110" . STAIR SUPPLIER Ln ao I al taf PROVIU TRENCH IN c � EXI5TNG ELEVATOR 'C ® SLAB F Z MAT FRAME iNWAR PAi��' o / PiT TO REMAIN- SEE AR - 1 N I DEMOLi5H EX15T I L ' -0" <I J AQ 0 I \\ i i 8" CMU WALL �- FOR NEW ENTRANCE N OPTIONAL STAIR 5UPPQRT I A I i FOOT INGS VER IF L US I 1'-0'L 5'-2" 5 / I /V� SUPPORT REOUIR ENT5 11-21 4 0" 1'-0" ul •L WITH DE51GN-BUILD STAIR N i SU E1All i15/55.5; SEE UNIT PRICES c� 1 �1 O I • I � Ro C/54.2 0 o I I II � � .*, _ �--- 4 a I -NEW cMu _ { EXIST 2 -9" i go - { I THICK PILE CAP -- - -- b ao V) ( F/54,2I ZD CL 0 CONCRETE If ILL i FOR DEMOLITION SLAB - TYP 2 PLACES I { { OF EXISTING i ENTRY SEE 51.4ORM of V) ® EXIST ESCALATOR PIT EXIST 12"02" N w GRADE BEAM I I11 G/54.2 cn ( { I (SIM)V CU � W F54.2 (SIM 'D C,alet�ltinp EipY'I�ers —05 1 1201 Thud Ammo Suite 900 � Z — - - - EXIST 2'-9" lr�ton sept � Seattla WI19ih PNS CAP— NEW �� iFsx QW68100 d. I NEW 8" CONCRETE I Rev i s i ons SHEAR WALL x 20' 0" ' o fc = 5000 psi ci I 15T FLR TO 2ND - w , � n cn o � EXIST A" SLAB LEXIST 5W SLABr a 8'x8'x18" "'- FOGTING -� ....-- cn II -- -- -- -- - - - - - -- ----- - -- - T , ® 68.2L% t0 AOOEIOIM ND.2 � � STUD BEARING WALL __ O POST ABOVE �. ate yr ONcrlptlM , - - - Sheet Title t SEE 52.2 NEW 8 CONCRETE �Qc�/� SEE 52.2 -� i I SHEAR WALL t� o - T) f c = 5000 psi FIRST FLOOR 15T FLR TO 2ND � © PLAIN ' W � J z EXISTING 8" CMu WALL B A .:......err ® 5'_3" _11 9M-- 181-31' Dee igned K lltw 1. EXISTING INFORMATION HAS BEEN TAKEN FROM A5-BUILT 5. SEE DRAWING 54.1 FOR StJIB ON GRADE DETAILS. Draw 0, 0� -- DRAWINGS BY RICHARD R. SRADSHAW( W. STRUCTURAL / ENGMEERS, DATED 4/23/73, AND HAVE NOT BEEN FELD 6. 0 NDICA�E5 FOOTING TYPE. lecke@ !! TIM to OH G , T F R E ; Q ; D � C Dote im T ) ( ✓ ( VERIFIED. NOTE - NOT Al. EXISTING OOTNG5 HAVE BEEN 8Ef DRAWING 54.2 FOR FOOTING DETAILS - SHOW 7. ( _ } INDICATES BOTTOM OF FOOTING ELEVATION. jobNo' 111ju 2. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS Sh er;t No. E7 F ST F 4 R PLAN PRIOR TO CONSTRUCTKNL 6. TC+ OF SLAB ELEVATION 228'-6" UNLESS NOTED c� OTHL-1w E. . n 3. SEE DRAWING 50.1 FOR STRUCTURAL NOTES AND MATERIALS. 9. SEE DETAIL K/54.1 FOR SLAB ON GRADE SLOT AT BELOW -- --- Ia91 Due n,"°ton sa RA 4. 51-E DRAWING 51.1 FOR FIRST FLOOR DEMOLITION PLAI: GR/'DE PLUMBING PIPING,RUP _- 45 of 9e IF THIS NOTI('F.APPF'.ARS(I.F.ARF:R THAN THF, ()UT' 7 199A I)MUMENT,THE DO('IIMF-NT IS OF MARGINAL QUALITY. MICROFILMED I{I�Iji�l�lilll�llllljl{I{I I{I{I{I�i{ISI I I{ISI{I�I{I{I ISI{I{ijl�l�l I t�l��I�i�l�l ISI{11t�l�l�t I ISI{I�I�1{I{III{I{i{i�ljljl I�I�I�III;t�I� ISI{i�l{I{I{I I{I{I�iii{i{il Mlpl M.oc�CMM nhal tnllln;nnhtn.Inlnn nuhm Iminn until e - r YG ) T1 F F n C 8 A .+,,. y ,y , 30'-0" WILL WITH a 30'-0" 30'-0" _ 30'-0" W-0" -- _---_.__- -- ------- -- - - _--- --____....__ SEE NOTE 2 --•--- _ - - ---- ------ N 151-0%441-1 111 51-00 it -111 tiolool" ----L.3x3xK W/1✓i" / E BOLTS >'�P '��ATF PATCH EXIST CHUTE OPNG ON SHEA 5 RE IREO F STAIRS 0 24" OC; GROUT 115 I SEE 52. / S3. ---EXIST 6" SEE DET 0/55.6 34 STAIRS- �fXIST IIITOx°' j 6 N C 55.6 I - -- I �_ - I -- - -- ,, Pt '•,>� _L. r SEE ARCH' tics1 „ EX15T�NG FIRST FLOOR 1k ,.....1 S MEZZANINE TO REMAIN: it EXIS Wl x11. EXiS x11.5 '" ---_ -- M •r •-y --a- � _ i FIElL VERNFY EX151ING T � RELOCATED STAIR ; FLOOR; PATCH OPENNG5 ti J 0 N N ALTERNATE . 4- � � A`' REQUIRED_., NO EQIJ All � � 1 ArcGltecturc, Ploa►iny IntKta --__-- - --- _� _ - t, - -- - - -- - _ - - --- +----- - - - -- --- - 801 Secnrd Aven , Soottle, 1 11141 311oll GA 0 16" OC STUD Tel 206682-3460 Fox 206 34�-M BEARING WALL W/TOP We ILL EXISTING 1 + TRACK 4 SLAB EDGE CL05URE OPENING +NI1H II , EXISTING OPENING - _ Cr' (2) 6" 16 GA I STUDS SEE NOTE 2 TO REMAIN I " 9" SHEAR WALL _ BELOW STAIR STRINGERS; SEE 52.1 I i I LOCATE TIGHT BELOW EX15T I; 4 53.1 SLAB; SCREW TO (2) NEW 3%"- ,. M VE EXISTING MEZZANINE 16 GA WALL STUDS EA END jEMOVE EXI5TNGALL 4 PO5T5 I if Y u N !; 331 -16 GA 0 16 OC , I STUD BEARING WALL W/TOP 4 BOTT TRACK - --R M � XISTNNG SLAB --/ II !! � � 2'i I � E 0 E BEAMS AND WALL_ WA � SEE 51.2 (� s" _ G `r SWAFNE . moll Foot) 00 I I I 11 �.! . . I , 1 It C�- / 04 W Li ! II I� tt I REMOVE EXISTING o taiw IaNl. REMOVE EXISTING rWALL_�' II II SEE SANDE FRAMING � BEAMS AND }- I! SEE 51.2 I / ` �! �� I OREGON ,Jill 11111 1 EXIS i ING MEZZANINE 5 bra0ft En~ TO REMAIN �.1 -- ._-_- - ___._ ' - _ _ _ - 1. �..� . :=m.1!_=_ 1201 T?Wd A� SWte 900 W _ -4 Q - -- - --- . ;; Seetne� we�tan 9i8U1 In I i i I I (2106) 6i2?- 1 FQx (201 a i �'` - REMOVE EXISTING EXISTING STUD BEARING WALL al I CH g" SHEAR WALE. ✓ ME77ANME i FIELD VERIFY; PROVIDE 5LA5 'OOi DE R N / E W/AILD STAIR 1.5 1-6 BEARING AS REQUIRED-T N SEE 52.1 i I BACK EXIST SLAB CONCREETE. 4 I - ? 1 5�.1 I _ P.EMOVE EXISTING LAP NEW DECK W/EXIST AI✓ REQUIRED Revisions Ln WALL 4 P05TS INF EXISTING MFN_L EXIST NG OPENING; ENING WITH PROVIDE FRAMING FOR ----- NEW SLAB- all LAB NEW STAIR; SEE NOTE 2 II it / SEE NOTE 2 REMOVE EX15TK - -` o .a q_ MEZZANINE FRAMING J I STARS SEE ARCH SEE 51.2 TS 3x3xM6 POST T5 3X3x3Sx POST I � , ay \47- I x . j _ I ® 6� If AOD JOUM ND.2 C/55.2 .a, LANDING 5UB - ��. .a „ 59 %* No. ate 0y Desc►I't l on m Co - - - . �\', ! �� r i -g" SHEAR WALL _ - I - 1 SEE NOTE 2 ;;� .i t s � ^ � ^, ^I ^ � � � ^ � SEE 52.1 1 53.1 --*; � ^ Sheet Title 6.5 1 nl �- ►- x 1 M/55.6 SIL .► SQ •r, + �_ ` .. x 6.5 FIRST FLOORr. i 28 MEZZANINE �--EXIST S" U WAIL 5 -g 8`-1Y4" EXISTING71 FRAMING PLAN I,a4dr MFN.L EX S NG i 1_3064 W/V4"1 OPENING WITH NEW SLAB; I : � . . . Z L g'- 4'-61h' 4'-1" t i'-3"- - !)'-0" 13'-1" EXP BOLT 0 24" SEE NOTE 2 eLIIN KFYINOTES: FEW VERS OC GROUT CELLS - (1 ) $IiJi'E EXISTING FRAMING UNTIL. NEW SUPPORTS _ 1 N 331"-16 GA 016" UC STUD � � N �-� Det i gMd K f'Nt O1 SHORE EXISTING AD UNTIL NEW SUPPORTS Crellrn 0, M�IM11 BEARING WALL ARE IN FLACE `k - ; H G T ( F R E) p��. DEMOLISH EXIST SLAB C ` g A cll.cke� K felly (� \� ; / NOTE5: Dot► % 1w 1 BEARING WAIL �J t. EXISTING INFORMATION HAS BEEN TAKEN FROM AS-BUNT 3. VERIFY ALL ONIIENSI0115 WITH AR( DRA►tWGS Jap t r DRAWINGS BY RICHARD R. BRADSHAW. INC. STRIKTURAL PRIOR TO CONSTRUCTKK " � , Sheet No'. ENGINEERS DATED 4/13/.3 AND HAVE NOT BEEN FIELD 4. SEE DRAWING 50.1 FOR 6TRUCTUR. ' NOTES AND MATERIALS, t FIRST FLOOR ME ZANI FRAMINGCLAN �R��°. 5. E DRAW 1.2 FOR FAQ. T R ME ZANNIE ITI S2.2 -*17 St? NVG 5 'S FLOOR Z Mal 01� PW�1 111 7 111, 2. NEW FLOOR SLAB TO BE 2th" NORMAL WT CONCRElf fc = NO PSI W/WW6x6-W2xW1 OVER 1AI'l g6A COMPOSITE TYPE METAL DECK 6. SEE DRAWING 55.1 FOR Till STiFE1 DETAILS. 9565 Sw Washington S0 Rd TOTAL %. Ab TZ41. SHORE DECK AS REQUIRED EXISTING kM 15 7. SEE DRAWNVG 55.2 FOR TYPICAL SEAM CON NICT IQN DETAILS, 1 , RUP94-0149 2"" CONCRETE OVER 11t"-.COMPOSITE TYPE METAL DECK. t 46 of 96 IF THIS NOTICE.APPEARS CIT ARER THAN THF DLT 7 1998 MN UMF.NT,THE DMUMF.N11 IS OF MARGIN AI,QUA1ATv. MICROFILMED (I�III�IIIIIII illllll�lllll i IIIIIII�IIII! i !llllllllllllli Illllliillill 11111�1�11111 ! Illlill�llllI Illlill�lllll I IIIIIIIIIII�� I IIiIIIIlllllllf 1111111111111 Illlilill�i�il ff.pl wet IN a{NM IIIIIIII IIIIIIIII ttuhlit�lllilu►IIIIIIIIIII(IIIIIIII Iilllllil 1141lIlif IINIIlILIIRIIIII(IIIIIIIIIIII;IIIiI nl+Inn Imhnlhulllln IInh111II1nIInIInnllllllnlll+lnwlllln IIIIInI►Inllnn nitlmt mllna lulhtn nnlml�nllml Ilulml unlul�lll+�ill+fl r, -..•t. --:,-:, -.=_°.y,dt,s..-�ys�.:.:�a_r ..,..,...�t-.6a.c�:.:,�._.�..,� _ �.rlr. '.'--....-_... ..._..�...._,._:_.- _,...,.n -___....,.. i '1 as• '. R - c r-- -a.&_. .r ,a�.pb,.,..5 ••Cr.:•�. -..x. - - • _ r. - - . a r9f -. V . s- r-•a. •`.�`... rM}�,r Tarr"��11 ^T 1 .w �.I H �y � G � T � F E - 1 D :. 8 A IV,/ i , Q - I 4-- 31'_5• 30'-00 30'-O" '3lII-fr - - 301-01 - 6, 2„ 11'-q" 1t'-1• la'- T-3' 16'-a' 6'-1• ;EX5T 10'-low a'-sw L3x3xr. W/ V4 4 EXP BOLTS 0 24' OC, GROUT CELLSNC) � � v 8 16 �� /55.6 In MA6x36 EXIST W12x27 Ft EXISTSTAfR EX151 W!6>,36 151 W16x36 ;it .p t w x _ _ _ + K F- _ _ ,r ..._ _ _ ! EXIST 4 /ID WIOxI Mr xl7 I, ALTERNATE NO.4 Y r a - _._ ' F� YE ?'-4Tti" �_ •- NOTE 1 �Q EXIST W24x84_ W - �„ _ ___ _ _ EXIST 33•x10" BUILT-UP r N/�5.2 4 Y � + ( 10'-air/" 2'-8 6'-J'M1' FED VERFY I _ ; _ -- - Mditatm, Pi mie4 k IrAwIl Ali EXIST W12x27 801 Second Areiwe. Satt If. � .., W14x 2 CL I t I I l e i 206/682-3460 fox 8� I C/55.2 1 c�'1� QC�,`3 vim, o 1 - (T)P)Q €„ Y FEW FEID n EXIST W1204 i I I I Dt T A 5 .7 �m K ' W W - I . EXIST 33'x10' BULT-UP N I W55.2I . r yx� xx I' •n fi�t`• �2 i ►- I W1002 r x A 1 W1 860 W • '-- E 15T W16x36 I O 1 1_ N "I EXIST Mti24x76 _ -2- 4 0 + ' I EXIST W24x76 '� ' ' .o - IIWAMINGTON wDEJ J154.2 SMAM I _ EX15T BAIL QP EXIST W24 4 EXIST W24x84 '" W14x2200 W21x44 16 r� �o� EXIST W2404 EX T W30 v / 1z' N01 E: ` �, _ 10'-0" ` 7 I STAR BY DESIGN BUILD i A ! SEE DETAIL D/55.5 FOR I �' �/ E/S5 5" s -- �`- STAR SUPPLER - I ;i ESCALATOR LAYOUT �� FELD VERFY �----, SEE DETAIL B/55.5 _ - , 15T 2x27 I r _ _ NOTE _ ! I_ 1 t �{5601 - WE TO ^�._ �� ( I I A _- 21 -4Tri __ � � � I M/95.4 + 4 " I x ILL► TOP FLANGE OF ° T 5 SLAB I EXISTING BEA I I ' o Le •• I E/S3. , FOR IIJ WAIL , b Sff NO TEE 2'� DO EX TIW18x45 � � o I ! � _ _ -_-- _ _ DEMOLITION SEE 51.4PM S( JA C/55.5 I ;a E 7 ��-_ -- So - _ 5q'_ " SUB (SIM) ; v, W W I E/55.7 '-a RAp 1 TE 2- Q s n I - - --• -_ - - - - _ - � I N I 1- r �- -ia� E T x27 W1 x40 �!► - , C/55.5 Y'I 16'-111 " 5'-2' 7'-101h' _ 10 0 a rc 1. ' .. U i (2 PLACES) _ ��V � W LA - i `-/ I W14x22 10 W21x44 16 \� EXIST W24x94 I EX! I x3xlti y EXIST BUST UP_ - _- - - _ -_ _ ,. � . ' - - -- _ _ - ---- ------ ---- --- 4 !`' I EX15T W24 EXIST W24x8440 ZD - . aD .n o go EXIST W Z 410 F/55.2 -- N _�- ----_ � EXIST NQ4x76 z M2x�4 I I j _EX fST W24x76 - t✓<1 � Ln ac - I \ EX T W16x36 � I N � . I TT T W18z50 DO EXIST W 13FAM b '� -- SEE SECT A/51.4 FIILD VERIFY ►- 1 w I EX 2 -1 - L m I -- i--- -- q'- 1'-2" O 40 \ W CN, �, ,,, OREGON X x FELD VERFY b '� W T-� � z - \ , , ► EXIST W16x31 13 lI '~ '- fV Ln `l'I 11' t '.0 i?C)i TW AMUR %is Ow r � I r SeetJd�e� N�i�M>MtlOr► > ! G?106J 622-SM Ft>rlir MW t� EXIST WI4x34 0 r Ift W10x12 a !� o 1 1 1 �T S '� Revisions fill- 94 n I L 11 U 'n -' '.a 201-2?/4m -- 5' 9" -. I Ir >K t EXIST WI 2x27 EXI5T W24x84 { EXIST W30 EXIST W33 ----- - - - _ --- _ - - --- --- --- - ----- - --- -- - " B/55.6 cy + . ao 5 8 k" do ' ,`'u� /55. EXIST W33 j-"" -------« - - -- - - - - - W16x36 - - -- -- ° ----}.--- ► W12x2 EXIST Wl , Y3 IJ1 :n ev c, z- N w wt ul w .. iii.6L*L.L7 5" sue -41Z; ' SEE NOTE 2 J 6.5 ----- _ -- --- _ - --- -- --- _ ____ `C� M•. o•t• y g..Kt•�ial ^ 28 Sheet Tit1* • - L3x3xvx W/ V4 4 EXP BOLTS a'_3• r-0• 0 24" OC, GROUT CELLS _I SECOND FLO 1 1. EXISTING I FOR!,4ATION HAS BEEN TAKEN FROM AS-BUILT H G T j F R j E ` Q i �,� Cr_CJ 8 A DRAWINGS BY RICHARD R. BRADSHAW, W. STRUCTURAL FRAAI�IC3 PLA ?T - - - ENGINEERS DATED 4/23/73 AND HAVE NOT BEEN FED VERFEC. � Ir 2. NEW WNfffcxx66-SLAB 2 W2 OVBEFR32"-20GANORMAL CCONCRETE TYYPE MET PSI TOTAL SUB Tz5". SHORE DECK AS REQURED. EXISTIG SLAB 6 Daf 4 1IL Pon S"" CONCRETE OVER 1YM"-20GA COMPOSITE TYPE METAL DECK. TOP OF SLAB EL 247'-6". ate^ SECOND FLOOR FRAM ING PLAN 3. VERFY ALL DWN506 WITH ARCHITECTURAL DRAMftiO �� r.«i ' .i 7 PRIOR TO CONSTRIJCTU( Dot a Ar ch 4. SEE DRAWING 50.1 FOR STRUCTURAL NOTES AND MAIVI&S, a 6. SEE DRAWING 351 FOR TrP 5 �5. SEE DRAWING $1.1 FOR SECOM FLOOR t1KE1510M PtMI Sheet W 1 7. SEE DRAWING 55.2 FOR TYPICAL BEIM C%KCTIOIW PETAL& ,�' 3 4 : A. SEE DETAIL D/55.5 FOR ESCALATOR LAYOUT. 9585 W WeahinUtnn 4q Ftd 9U?S.0119 110198 1 j IF THIS NOTICE APPEARS CLEARER THAN THF. UI.T 7 1995 INN'IIMFNT,THF DOCUMENTISOFMARGINAL QUALITY. MICROFILMLI) I�111�1111111 1111111111111 I�I�I�I�I�i�l I i�l�l�l�l�l�l I�I�I�lil(I�i I �nTll�llt�l 1 1�lIi1lll�i,l (�i�l,,il�i�i ( i�l�l�l�l�fil 11�1�1�1�1�1�111 I I�I�I�I�I�I�I I�I�I�I�I�I�Ii � IMON wK M a iI11111L.IIIIIIIi Illlltllilllllllll 1luinnhntltmhn • 1 „ 4 4A CQ P ON �5 M.2CFFI) N.5 M.2 1M. .� 20'-0' 20'-0” �' -S" 20'-0" _� 4`401 -1'-411 f FOOTING t '- " '- �'-6" � 9'-b" ' 5'3oK3-0x12j SPA •i _ W/(4) 105 ENI 50" 51-24 ' EXIST GRADE BEAM `_. - EXIST PILE EXIST 12" CMU -REMOVE CMU AS REQ'D CAP TYP P 0 TS POST FOR it 2 WALL EXIST PIE CAP EXIST 12" CMU � I CONNECTION- TYPICAL b/ SMI WALL II r �� , _ , c,loN ' • TS POSTS uj a V ' � (37) hi!zj��Jr 5 i 5i i 37 W1002 Wi 22 --- ' � ori ,r, 1 Ploeni ik Interior Dal y j - -!! 1- -i _T J C .2 a / TYP Arc�ifecture, e9 Second Avenue, Seat t I e, � 9M lei '206/682 3460 Fox 206/34 F 5 . �."'. (T ) k �' " SLAB ;►' ,� SEE NOTE EXIST 12" b �v'`a' r+ CMU WALL -EXIST 12" ` rr EXIST (MADE CMU WALL EXIST CORRIO BEAM TYP NOTE-_NOTA .. DOORS ri i i N SHOWN FIELD fY EXIST 2 � -� I — ------ ,� FEED IR � , IST W1 11.5 . - , EXIST 12" CMU � �_Od 1 0" '-0 14'-0' � WALL -- - ul - II - EXISTING 51AIR OPNG • - - EXISTING MEZZANINE FLOOR 5L AB- ♦•AMNGT CN' 31h" CONC ON 11Y' METAL DECKING; TOTAL SLAB T = 5" ; SQU EXIST FIN15H FLR EL 244'-6" - FIELD VERIFY R .� PARTIAL FOUNDATION PLAN PARTIAL FRAMING PLAN IOiqjqqm` NMI DETAIL A DETAIL 8 uNA 11—OIL 1L 11=11—pll �� PA03MC6 M U 41 (36' .I N— 6" Vi 4 01V—STUD 0 24" OC _ _ ; 12" CONT - �� TS POST • ' DRILL 4 EPDXY GROUT t Nr"x5"x14'-0" GROUT CELLS ' X z - Y� 012 0 ENDS DECK WELDING X z ►4x2'-0" 0 24" OC A572 - GR 50 - �. PER NOTES >--� 0 ANCHORS �' , . REMOVE EXISTING SLAB (4) 'h" / A325 BOLTS • , 6a I V4" 4 x31h" STUDS DWG 50.1 --DRILL 4 EPDXY c o " FOR ACCESS TO EXIST �. y 0 12 OC GRAD. BEAM ; POUR BACK R GROUT AFTER POST INSTALL�ITION -- - - -X-r x-�c -- x -->F-�c x-x �� - i �— --x-�c-- -�c-x--x EX15T CMU WALL BASE 1h"x3Y�"x1'-p" W/ (2) Vi" 1 F.XP BOLTS --_ EX15TING SLAB ON GRADE EXIST �� + (I / f^ oe W10' + + Z STAIR OPNG 0 D NO i E: SEE PIAN r SIM I FOR DECK SPAN - DOWELS-SEE DET B/54.2 o �• 8 3 012 11 N N N --%" t _W1 4 EX15 T W12 - -- N N 1— N L4x4xV4 R 14 x6 x6 0 _-�-- R >fi x8 x14 0 W/V4" / A.B. - _ � A512 - GR 50 0 12 O.C. BASE It GROUT / � - EXIST GRADE BEIM Vi SEE NOTES DWG 50.1 --- S , AT 51MILAR - i 3x3xV4 W/V41' 12" 0 ENDS 4 A.B. 0 24" OC N � V+43 0 12 Cacxreu►tfrp sptm's 12" 0 ENDS X_R� R'01 R" AIWX.^ EMUS WO see< o SECTION C _ _ _ _ SECTION D SECTION E _ _ SECTION I" t�� 1�_1'-0" - - _ --- - -iN-1'-0" - - _— -_- 1"=1'-0" (206! 622-'SM Fax (M 022-8W a a TS P05T Revisions REMOVE EXISTING SLAB -- - W FOR ACCE55 TO EX15T GRADE BEAM ; POUR BACK AFTER P05T INSTALLATION L BASE ) V4"x6"x,'-0" ® ALT�RNATE NO. 6 EXISTING SLAB ON GRADE � W/ (2) Vi" 1 EXP BOLTS - � DONEES < N SEE DET 5/54.2 4, ` o I Me. Dote By o.ewIpt140 Y }^�9 Sheet Title EXIST GRADE BEAM - i F i �` MEZZANINE ADDI r 1. EXISTING INFORMATION HAS BEEN TAKEN FROM A5-bUILT 1 DRAWINGS BY RICHARD R. BRADSHAW. INC. STRUCTURAL FRAMING PLANS ! ! ENGINEERS DATED 4/23/73 AND HAVE NOT BEEN FIELD POUR NEW FTG T 6x1-1 T ►+- VERIFIED. AND SECTIONS ' ` v TO BOTTOM OF M Z EXIST GRADE BEAM 2. NEW FLOOR SLAB TO BE Mh NORMAL WT CONCRETE f� - 3000 PSI �+ W, Vf6x6 W2xW2 OVER 9Y 20GA COMPOSITE TYPE METAL DECK - t- �� TOTAL- SLAB T_5". SHORE DECK AS REQUIRED. EXISTING SLAB 15 (4) N4 - - 3W' CONCRETE OVER 148-COMPOSITE TYPE METAL DECK. Des jel ILL pelt N TOP OF SLAB El. 244'-6" - FIELD VERIFY MATCH EXISTING �....�...r1.....r. ..rl�.�►', Droo L ftb 4'-0" x 4'-0' SdNJARE NOTE: SEE DETAIL 8/54.2 TOP OF SLAB ELEVATIO46. ••:.••.•�.x.•.. . Che eQ IL •.. r; FOR ADDITIONAL NOTES 3. VERIFY ALL DIMENS06 WITH ARCHITECTURAL DRAWKS PRIOR TO Ct�1RUCTK>N. Doti aft d 1 4. SEE DRAWING 50.1 FOR STRUCTURAL NOTES AND MATERIALS. Job 1b bN' 0 c a SECT ION G 5. SEE DRAwiN(, 55.1 FOR: tYPICAL STEEL DETAILS. Sheat No. M se.e� - 1"=1'-0 6. SEE DRAWING 55.2 FOR Tr K Al BEAM CMf CTO DETAILS, §121114 ' 9585 SW Washington Sq fid SUP 9/0149 48 of 9!! s r fr IF THIS NOTICE APPEAR CLEARER THAN THE Ol'r 7 199P INx'UMBNT,THFDOCUMENT 13OFMARGINAL QUALITY. MICROFILM[) INN II�I�II��I�I II I�I�I�I�I�I�I I�I�I�I�I�I�I IIIIIIi�lllll r�TI�I�II1�I I I�11tII�IIIII l IIIItiI�I�III I III�I�I�lliil 1 1111111�11!il�l t l�l�l�l�lll�l lllllll�IIIIII ullit►t mthl t milnn nttlnu nnlnn uirllm snlhm nnhnrUnllnn nnhnr Iniluntuuhm nt�lnntuuhui nnluntiurHnrinr +hru m r , : y q -fie.�, s � • , ' A� ;i.�C,- ,y �, '.! �7i •_•4-a�'7!i,: C H G T F R (E�_, Q D C ( 8 A M 1'-r +J4�- S• 30'-0" 3o'-0" ,30'-a W-0" 30'-0" 3&-Om 6'-3' 1 3 SPA o 10'-0" _ - _--- 3 SPA o 10'-0" 3 SPA o 101-0• r INFILL EXISTING . - � —.— _ EXISTINIS MEZZANINE 2'-4" 1 OPENING I8'-3' ^: ,,-�'EXISTS CMU WALL TO REMAIN » TO FACE OF CMU PLASTER - EXIST 13x3xV4 w/1✓i"/ SEE DETAIL D/55.6 D J�I A 1 4 A I A EL, -R—L-a AL-AL-9 J -_ - _ ` — Oli 0 REMAND -�J34 � s o 24" 1 I x_. —. z_: _ rem- ►: z—;--s x y5.b VERIFY- L 55.6 XIS f IF i W10x12 _ - FLOOR SLAB IF 56x12.5 C4 Ip SEF!• NOTL2 - I R EXT$ W H/55.6 Nr 5 S6xlts 1 1 I 11 8 (5MA) . � _ S5.2 2Ft - - --, WI8x35 (14) C1h" , w " N 11 • 1 nq 1 / - W10zt2 - -- I �;\ Architecture, PI�IIni ! {Ia01�1 Doop / -' N N r l I ) 801 Second Avenue, Sect It;� / L6 12" �r�XO� EXIST METAL STUD Z5 x ,/ aO \ / m a EXIST' ;� BEARING WALL, SUPPORT If LL Tel 2(16/682-3460 Fa>t �-'---EXIST CMU WALL EX'S N — � SLAB AS REQUIRED TO SUIT �` WIOx12 EXISTING CONDITIN5 2 K4 IN SLAB I - v ' �' E "� n � LAP 2'-0" AS �' EXIS I W1Ox,L II REQU IRED WI0x12 BRACING BElow � , ; -`'EXIST METAL STUD BEARING WALL ax A.~ V-- EDGE OF SLAB I I I 1 B 11' 4" FEWW i • 1.8 ( �' » » Qd' TYP (TYPICAL I ASURE I j 6 SD 2 'TV , ` ' 'I 4 2 EXIST _ 2 � 56x125 56xi 2.5W1 626 . j C/55.2 y �} EDGE OF EX15T SLAB � t WAMNGT I so j I I 6'-61✓4" 3'-7%" hoopDOLK /3TS 4 EXIST W21 TRAM 1 ! i I i N PlIIC % M!I �1y N tAJ w ` ( � Ln 14E iI OREGON V) i B. _ - _ I 5 consultAp � - �, � I+, se.ct+le� wtie111rrpNor► 9SO1 .. 2 I I I I I I (2M B122`5�21 Fax Q• W � Il Revisions EXIST 12" CMU - � wau 1 1 p II i I �, 6 -- -- - - — — - -- - --q - _- ---- - - - - - - - --- ---- ---- --- _-- - -- - -- - --- - - p 6 2 94 _NF AW" .'Z - ! ft. oa• 9y DawIptwo Sheet Title II SECOND FL - ----- - --- -- -- - -- - - - - - - --- ---- ------- - - ----- -- -_ __._ __. .___ ---- - - -- _ - - _ - -- - _---- .-_- -- - -- _ .;) MEZZANINE FRAMING PLAN ELAN KEYNOTE5. 0 SHORE EXISTING FRAMING UNTIL NEW SUPPORTS ARE N PLACE Qn i fined K � 8 A C2) SHORE EX15TING SLAB UNTIL NEW SUPPORTS Draw Molaen M ARE IN PLACE cll.ck.e w. tArRc ' J Date .9m t NM 1. EXISTING INFORMATION NAS BEEN TAKEN FROM AS-BUST 3. VERIFY A!1 DWENSKM WITH ARCHITECTURAL DRAWINGS DRAWWS BY RICHARD R. BRADSHAW, INC. STRUCTURAL PRIOR TO CONSTRUCTION. Job No. � ENGINEERS DATED 4/23/73 AND HAVE NOT BEEN FIELD 4. 5EE DRAWING 50.1 FOR 5TRUCTURAL. NOTES 40 MATERKS. Sheet No. ' VERIFIED. _ SECOND FL ORM NI -FRAMINGP N _ NEW FLOOR SLAB TO BE ?" NORMAL WT C.ON(�ETE • 301,0 PSI 5. SEE DRAWING 51.2 FOR SECOND FLOOR MEZZANINE DEIAOLITION PLAIN S2.5 �. 2 L f 6. SEE DRAWING 55.1 FOR TYPICAL STEEL DETAILS. W/MfME6x6-W2xW1 OVER 2"-?OGl1 COMPOSITE 1YPECMETAL DECK TOTAL SLAB T=4". SHORE DECK AS REQUIRED. EXISTlG SLAB 15 7 SEE DRAWING 55.2 FOR TYPICAL BEAM CONNECTION DETAILS. A ; 2W CONCRETE OVER 14"-20GA COMPOSITE TYPE METAL DECK. f e 1 SW W».hlnpton SQ Rd ` RUP 94-0119 eo n198 • IF THIS NOTICE APPEARS CLEARER THAN THF. OUT' 7 199A IXICIIMENT,THE IXX'UMr.NTISOrMAR( INAN QUALITY. N1111('12�]I�'I�,ME11) I�III�I III III�II��aI II IIIIIII1IIIII 111 ill Jill IIII IIIIllilIIIII g119111011 IIIIIII�lI1�!n IIII1�11T11�1 I�IIIIllilljl I IIIIIIIIIII�I�I I IIIII�IIIIIII IIIiIII�III�Ii 1 Rl aa • H F E �� C A 30'-011 330'--0' JO'-0" In' 01i 301-0" 3U'-ON 11_2N L 3Wx214x1hx2'-0» L4x4x% (LLH) SPL ICF TO , �- REPAIR EXIST CMU -- (XIT5IDE FACE OF FXP BOLTS EX151 TS COL 4 �iN1 4 EXIST BEAM SEAT - � 6" C11IU WALL EGROUT SOLID 4 EX15T 4x4 - TIP 0 � 0 1?" 4C (TYP) j CaRO 0.1 TO Ii. � - - - - S. � - _ --- -� -- - - - - - - s� _x l_ - - ---- L-` L`�. i��..,... r - INFORMATION HAS KEN TAKEN FROM A - T "3q _� � * 1. EXISTING IPFOR S BU IL DRAWINGS BY oIC1iAR0 R. BkADSHAMI, INC. STRUCTURAL TOP :4K ENGINEERS, GATED 4/25/15, AND HA'4 NOT BUN FEW I41 5PL ICE L 4x4 OVER EL 168'-'1" 1 i VER IF IED. �., EXIST COL w/ L314x214xthx3' -0" - - - - - + _ n� 2. VERIFY AU UMAENS06 WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION, Architecture, PIellnirq ! Interior Dail _ ci 4(11 Second Avenue, Satt It, 111A X104 - - _ _ -__- ___ ,-_- _ _ -_ _ - ___ -___�-- -- - _-_ 1 3. SEE DRAWING 50.1 FOR STRUCTURAL NOTES #,ND MATERIALS. SPLICE it -- I L4x4xv, TYP � -0" 4. SE` DRAWING 51.3 F OR ROOF DEMOLITION PLAN. cl 206/682-3460 Fax 206/345-M - - ( SEE NOTE 10 I I / I I i EA 0 EEX ST BM 5. SEE DRAWING 55.1 FOR TYPICAL STEEL DETAILS. EXIST L3x3xV4 ( DET K/55.3 I - GRIDS 34 ADD SPLICE (TYP) _ TO 2 6. SEE DRAWING 55.2 FOR TYPICAL BEAM CONFECTION DETAL5. 1 PER L/55.3 0 tQ SPL ICES BTWI I I -L4x4x%, TYP 7. SEE DRAWINGS 51.3 FOR ROOF DEMOLITION PLAN. RELOCATED 11 1 4 18, 5.1 4 65-- - ---` SEE NOTE 10 I ROOF DECK 15 1lh -20 GA TYPE B ROOF DECK. SEE ---- DRAWINGS 55.3 FOR TYPICAL ROOF DECK WELDING. PROVIDE TOP DECK _ EL 269'-10" DET K/55.3 r , NEW 114"-20 GA TYPE B ROOF DECK IF A SUFFICIENT � (TYP) _ _ -- � ' i T � QUANTITY W SKYLIGHT OCATIOLTABLE � IS NOT AVALABIE FROM - I 8. fOP OF EXISTING STEEL AND ROOF DECX SLOPES. 9. FOR TYPICAL ROOF DECK OPENINGS SEE DETAIL. B/55.3. ON _ J - --- - - - e - - -- - EXISTING 2E" OPEN WEB / FOR TYPICAL ROOF OPENING 1E LL SEE DETAIL C/55.3. STEEL JOIST SEE Ak HITECTURAL ROOF PLAN FOR NEW OPEP4W AND I 1 INFILL. LOCI1Ti0NS. I O» ON ON _ _ _._......_.__. -0" - EX15T TNG 11h"-20 ,�-•-�ROSTI6G 1tM-� GA I - 1 1 10. PROVIDE AND INSTALL L4x4x% IN AS LONG A LENGTH �C ROOF 06dc ROOF DECK AS PRACTtCAI.; CP WELD All SPLICES. � s' _ R WASHNG T I -_ --- ROOF SLOPE -- - - _ TOP/DECK ROOF ------- - -- o - ON CN I N _ I - _ 4 '� S3 N N 412x26 �� . C , U. 1Aj s + N FOM I - - - j 15'-9" - - I r`o b Q 1 1 �, • 1, o - ��- - - - - _ - - 3 T � ooN cn ,,� �_ -�.�, -,n 9Y4" TO EXIST WS n^ / �'^ b - - ---- I _ �; �; x _ I 10"- C/55.2 N I I I � _ o W 1'-101t' t1� I Wh4x3G � • ' W14x30 W14x;0 _ - 414x30 414x30 414x30 _ E/53.1 i _ o R L A -20 -T -� _ C/55.2 Q S5 Qo C/55.2 TYPICAL SK �klRa` go W1 x26- - FOR 59EEN WALL FRAMING _ 2 E �- N ! f;!� _� t . / EXIST __:- REI bC7CTt°>� 4Rr'�-2a�/� (TYP) -�T-- � H 55.3 NEW RW N o PLAN THIS AREA, SEE DETAIL b K L4x4x% - WEID TO S� V DECK - s I _ s o (2)W506 �I - _ -1tOR1Z�NTAI TS8x6x3b 4 / � DECK SEE F/55.4 I A/55.4• e (T _ - --- - .3 _ i i ; ROOF DECK - -- VERTICAL 48x13 0 2 4 "' 1 J✓ 4 TOP CHORD TO TYPICAL �LL v - - , o /55.3 ELEVATOR '� t„ EXIST JOISTS - 1YP ~"f SE�iJ4 7 TYPI J - � ,r NOTE 7- TOP 7-b IIC�l`R1E,AL Q_ . - _ �, �.� � _- ' � � �'�-'" _.� _ GUIDE RAILS -- -�" sr3 SEE NOTE 10 l=- --- *14x26 -f y` < Ti -� - SEE NOTE 7 x -1- - 2 � � E 55.4 _ - aL TYP, LL,H 55.3 -- - - _ _ W ----�� uJ SKYLIGHTS-___ s W14x30 EU VERIFY 414x30 414x30 I `--- _ -- - - -_ i WI x26 D 55.4 4. 414x30 414x30 414x30T _j t j ,� - W14x TYP b P/S5.4 I i ► f � Ln 26 f i N 4 - - - S5. - _ in 4 � - -- X -- - - $ _ TYPICAL SKYLIGHT CU o "' N L ! HORIZONTAL T58x6x 4 I ! ,. ► T - " �,, 55.4 55.4 0 VERTICAL W8x13 0 N T-6" OC TYPICAL » W12x26 �`O°�l SKYLIGHTS x: 1 -2 TO OUTSIDE �1 1/ FACE OF CAU , Ni I lc�4 w _ r_ EXIST W10x2j, ��.�� ` I4•»t n �+ `" J N I N MATCHLN�EE N ROOF FRAMING I OREGON , 4 F '� PLAN 52.6 SHORE EXI5T aAr� ,dr' '� I I _-_-_-- ^ ROOF DECK: 0 I � � ' � SEE DWG 51.3 ` � ''' i -I t► - - - - - - - - - - - 5 + � I I W 1'ftird AverxJ�9t 9ulh 900 I OET K/55.3 \� `°� Seatt� wdshlrlptal 98101 TOP DECK I I I (TYP) \ s j N r` III �`% (206 CA2 -5822 Fax I9 62240 a EL 269'-10" --{ 1- - ` �j`• I ` �� \ ' EX15T 0 _ Rev i s,ions -- L4x4x1111, TYP I � [-2 "] -- EXIST CMU o �Vi SEE NOTE 10 -�-EXIST L 3x3x ' W� DET K/S5.3 L4x4x% WEL.D �, ADD SPLICE , TO EX15T JOIST PER L/55.3 0 of (TSP) I I i � � - TOP FLANGE TYP SPLICES BTAN i I SEE NOTE 10 5 4 28, 3 4 - EXIST 114» GO � o > \ a A 4_B �', L3x3x1'I -- DECK NI o \ _ TVI &_b 22 91 NF AODEt'01�11A.2 - - --- - L4x4x% - - - - - - - - - - - -- - - - - - � 4}�� 1a' Sheet Tit le r cr o - - - - I .. _._- - - .� __.___ - - �'� �� C� CCS L C� Z C Z L - 5) - - - --- -- - - 28 �xls 0x22 26 FRAMING 410x22 I 102 DECK :o [-2 Y4"] ROOF MATCNLNE SEE � EL 268-1 I I • PARTIAL ROOF FRAMING z " PLAN 52.6 DET L/55.3 I_ N _4 (TYP) - - Designed IA p� 20'-0" 20'-0" - 20'-0" 18-31 �1-0" D►t�ll �, wea� Checked K Fa1t N 1 / / /- Dote SAM t / / 1/ 1 C 8 A E Q 1 P.1� N CID slob to. teals ,.1• H G , T F S R E Q �P.1 P , D ) �� p 1 P � � _. Sheet No., RO F FRAM TNG ANEARIIAL 95eS SW Washington So Rd BUP 94-0149 1 • ty� .s ; ' S0 0l 9S • r •,, tf € IF THIS NOTICE.APPEARS(LF.ARF-R THAN THF Our 7 199P DMI11"F.NT,THE IK)CUMFNT IS(1F MARGINAL QUALITY- MICROFILMED IlIllJill III IIIIIII111111II 11I1111111I1IIII111Jill 111II 111111111111 11 n1�i11�1�1�1 I�I�I�t�i�l�l (�I�I)I�I�i�l I�I�I�I�I�Ifi t�I�I�I�111I11 I'-tll�il�llllllllili�lll;ll� D bi&- A N4x>M j VAN 0 C"WA y w +:Wql�. . �' . "/ ,1 T' t wv , 1Mµ r '� •` M �. TA: :• �.�/{�rM!y y� �[�p �^[� �y� "V Wit IMNI/IT 1 W�T YL AR W �C PLJM�i7 : AS REl�U itED TO LMN `? X28 6 5 4 3 2 1 34 BEV ON W 8 c�oT To SCALE) � , C SEE 52.6 a D/55.4 I 1 '� 30'-0" 14'-6" 6" I I (E) 12Y�,1?Y�Ir1i� (B TWN JOISTS !� WELDED 10 601 ROOF SHORE EXIST JOISTS UNTIL W18 15 IN PLACE ' I \. W7 8, SEE 51.6 " " xI T " CMU (E) OW J015TS —� EXISTING 8 CMU EXISTING 8 CMU E S IND d 1 REMAIN I _T 10 REMAIN TO DE VED 0 W �� EXIST SLAB Architecture, Plannlol6 Interior Opl�p �. EL 247-6" I _ —.- Lbl Second llrertue, Stott It, VA 9�1D1 J/54 OPP HAND) J 54.2 � 1 n -._ ::. .� .. Tel206/682--3460 Fa 206/ 1 —a NEW 8" CMU WALL INFILL - FOR WEB CONNECT10N6 F ` SECOhO FLOOR EL 24T-6r - - ____ - __ , ---- - ---- - ---- --__.-- -- - - N 1 ---- ----•{ SEE SECTIONS B t C/55.2 l 2 (E) 16x16 PILASTER / I EX151 W12 -� 4L BEYOND TO REMAIN CP FLANGES SAWCUI NEW WINDOW OPENING SNORE EXISTING BEAMS UNTIL I TOP t 8011 IN EXISTING 8 CMU WAIL; NEW GIRDER IS IN PLACE- SEE ARCHITECTURAL FOR I4 I 'E) 16x16 PILASTER W12x26 �-- I W1 2x26 / ADDITIONAL NOTES - -- BFYOND TO REMAIN I C4x5.4- I i C45.4- FIRST I I J FIRST FLOOR I I I — I EL 228'-6" j (VIEW FROM OUTSIDE BUILDING) KILL 1. SEE ELEV D/51.4 FOR ADDTIONAL EAST ELEVATION A DEMOLTION NOTES. SECT Irw - WASHNGTON Q \ p g A '� Q 6 1 ) CS4� � ) � ) ) -- SIJ 30'-0" 30'-O" 301_0" 211 6 14'-6" 14'-6" 6" - — --_ �i RM TOP OF WALL + i TOP of wau. - . L 210 EL 270'-6' __._ .. . -_ ._ --- - ; t - - - - _ _ -_ - _ - - _- ----- - ---- - - - i _—. _. -_-.-•-_ _ _ - _ - - . _-- -- _ -- _.----.._. _ _ _ _ _. 6" EXISTING METAL ROOF EXISTING METAL II ROOF EL VARIES ROOF OECK + i EL VARIES ROOF DECK _ __ _ ____ _ '�,,�,___----•- -_ --- __— IIS i � PAOM EXISTING 12" CMU WALL I EXISTING 12" CMU WALL N1 Vill W I EXISTING 12"x16" " EXISTING 8'' CMU WALL li PILASTER NEW 8 CONCRETE WALL Ii i X`<,wn -- NEW 8" CONCRETE WALL EXISTING C RETEIEXISTING CONCRETESECOND F LOOR ( / Poo, SLAB ON ME DECKSECOND FLOOR' / SLAB ON METAL DECK < e EL 247-4 EL 247'-6" I - - - kJ I _ T M 4 F. F. 1 " OC F „ 1;/54.3 I I 1 I I I ( I HIM n , D/54.3 H/54.3 H/54.3 � D/54.3 H/54.3 H 54. IM ''�D 54 3 ,i OPP HAND I 'v .I �_I� - _+ ��_ _ I I I b I � ► �. OPP HAND . `� u�i r LL OPP HAND _44 LU v CID V) w -loop �- - -__ - I I -- _ ao p I I r I I I REMOVE EXI5TWG p i ( j IN FILL-SEE 52.1 FIRST FLOOR , u'S ` ® , , i FIRST FLOOR '^ I I I i „ I _ - EL 22a' -- El 228-6 -- -- _.�-------- I ---L J I — -� _._ ..� MATCH Z —� Z——J I � � DOYVELS TO MATCH —J '� --- J \�-DOWELS•TO MATCH � � ><a.>le� ' .. - DOWELS TO HATCH - - VERTICAL MATT LING - VERTICAL REINFORCING VERTICAL REINFORCING E � TYPICAL TYPICAL TYPICAL OREGON NOF'TH ELEVATION ___ _WEST ELEVATION ION C =1 -0 111o Z caWtap avilws 1201 rnlyd I1�erlue� 6cdte 900 o A 8 /rC ,l �. Q Seattle wwwL5822pioF x Q I t 1 (261 622L5822 Fox 1206) 6D z 301- 011 30'_0" 18'-3" ----___-�- ---__-_-- ___-- NOTES; Rev i s i ons 1. EX15TING INFORMATION HAS BEEN TAKEN FROM AS-BUILT — o N DRAWWGS BY RICHARD R. BRADSHAW, INC. STRUCTURAL ._ - --ae - ---- --- - --- -- -- A&— ENGINCERS, GATED 4/23/73, AND HAVE NOT BEEN FIELD � I ROOF I REXISTIS OOF pEOKETAL VERIFIED. •" EL VARIES _____ .- WITH ARCHITECTURAL DRAWING,, o I I-----_ - ---- ---- -_ _ - L __ _ -- ------ - -- _ _ - - I - I . f - 2. VERIFY ALL DIMENSIONS c 0 r —_ I PRIOR TO CONSTRUCTION, 1 I 3. SEE DRAWING 50.1 FOR STRUCTURAL NOTES AND MATERIALS. EXISTING 8" CMU WALL ! 4. SEE DRAWING S2.1 FOR FIST FLOOR PLAN. �6 21 94 NF A�OtM 14: NEW 8 CONCRETE WALL I No. Date By D�1otl.e . S. SEE DRAWING 54.1 FOR TYPICAL CONCRETE DETAILS. � - c T � Sheet Title � L_XI„TING CONCRETE i SECOND FLOOR - i i _- SLAB ON METAL DECK ' _ WALL ELE .! I _ _ I # #4 Q 12' OC E.F..FH/54.3 I! H/54.3 .� OPP HAND - � � ^ EXISTING OPENING < <� b II LU Ln taw 0108" o N .o I z __ _ signed IN, F1�lt 7 - \ O I i Dr writ L t>t O •r Chinked OLI FIRST FLOOR `" El ' 6a _ � N -,- _ _•- - - `-�= =. Dat• .HIRE 1, L_ �-_-__--�.�._..�- "'•' .....{_ I_�.-_. _. .{-„ ---I- --{=J Job No. 1 / DOWELS TO IlA R . ., NEW me" VERTICAL REINFORCING - Sheet N0. R, e N CMU -- --- T YP ICAL 4 - 9585 SW WsshNngton S9 Pd — — _ , 41 FOR _ . nut>94 ou9 . u r '� i if 9A ..y -. • �. -1 •$- �a`i- N'.'1.��Y-.R ice`-. IF THIS NOTICE APPEARS CI.F.ARF.R THA14 THE ULT- 7 199P DOCUMF.NT,THE DOCUMENT ISOFMARGINA1,QUAIATY. MWROFII,MF,I) 111111111 Jill 1111111111111111111111IIll1 I f1llll1111111 III1II11111lI I tJl�Tjl�l�l�l t�lll�t�l�t�l 1 I�I�I�l�t�l�! I I�I�t1l1l1ljt i 111111111111181111111 11III1IIIIIII IIIIIIIII�IIII ' 11 19 I nllitullnnh►u unhul Imhm uI11nIl nninll nulutl unlmgtrllhul Inllnn ullinn nnh r ♦ v , M' �,-r r v 1�A" ��,.,,_,`",. �. .'l•�"NF , �+ r .� ,r4A 44i - f".S ��,,'*'� A'`, T s- . a 1'i c - L'. >:• * r i i' • - i I; •* i.i. -'r: �"- . r '-4i g. •N t ''1 ►t ' y,. r w i ,9M7"'•yt; ;.a ..F •1 " yR _ i i • . , r r. .� 1A •F }' v r ' i % r t ^' , v „ •`..a+,eT °'A'� ' 3 *� p � . S • +• ^Y y� . • '.,� � �,� .t tom, k � � e, ' • .' , t.e ; T :M �;.•►,� t . - - - •_.i�.-- ..�, + r ,. _ - t��'.' °y-' -�.yt • . '*., � • w y, 'r. .ti,« • 'r� ,. , . :.�.�. rA •'M � 1+ W qhs. tV 'r• r -d i. REFER TU PLAN FOR 44• « .. ', j SLAB THICKNESS 4 REM CONTINUOUS KEYEDiol CONTROL_ JOINT OR METAL OR PREMOL.DED ISOLATION JOINT �•'- *4x4'-0" TOP 0 18" OC- ;AW CUT SLAB OPNG, CONSTRUCTION JOINT - JOINT STRIP PLACED W/PREMOLDEO �° , '•� ' .CONTROL JOINTS 0 FLUSH WITH SURFACE JOIN' FtILR - ----.� „ PAINT W/CURING WHEN SLAB iS POURED • 20 -0 EA WAY (MAX COMPOUND AS BOND - M 6REAK BEFORE TOOLED CONTROL JT. CONC COLUMN } SEE TYPICAL JCINT DET EXIST INTERIOR f 21 FLR SLAB 6" 44 CONT -- NEW 5 INTERIOR SLAB ON GRADE ADJACENT SLAB TO BE FILLED - SEE ARCH SEE PLANS �" W/r4 012 EW/J • I,, PUKED ----- . Ty FILL W//CONC AFTER �- CONTROL JOINT ' 6' 6" • • •� • 1/10(V41" MIN.) ° SETTLEMENT SEE TYP DET'S $ . ° . , , • .° . • h'3 OCCURRED C - --POROUS FILL •" *4 DOIVEL5 x SEE SPECS t'-6" 016" �---- CONCRETE SLAB ON GRADE �' •' ` " SUPrARADE------ C/C TYP Ardiltctur4, Plomial Isla 4i1F. 801 Second Avenue, SWIlt, S AT E,XTP ONTROL JOINT AT STRUCT LA5 Tel 106/681-3460 Fax 2N/343 ` .f w PLAN IN T I . TYP ICAL INTERIOR SLAB ON GRADE INTERIOR SLAB ON GRADE CONTROL AND CONSTRUCT ION JO INT S TYPICAL ISOLATION JOINT DETAIL ®_ COLUMN .A DETA ILA DETAIL 8 DETAIL C DETAIL D "u NO SCALE NO SCALE NO SCALE NO SCALE . ' _ UP TO ?'-0" TO 4'-0" TO MATCH CITAvG BUT RE IPF r2--Oj t CORNER BAR 2. *5 HORIZ TYP- 0 YP 0 OPENING 1*5 DIAG TYP �zolll x 2*OPENINGS 0 WALLS #3 08 TYP WALL STEEL - 2-115 VERT TYP W/2 LAYERS W/180' HOOK BAR 0 OPENING OF REINFORCING _ - ►- HOOKS W/180 HOOKS i -`-` -,-HOOK IF MIN LENGTH UP TO 2'-0" TO 4'_01" HORIZ INTERSECTFn ION _HORIZ `^ POSSIBLE AS --- -1--.-B'-OT OF FTG M NOT AVAILABLE 12i_U++ r BARS BARS --� w T 1 tzm S BLE 2 -0' MIN (TYP) ' - - J •r VERTICAL BARS \-VERTICAL BARS-__ ARS ` P1/ >�r. „ �' •► 1.5 N�'� MIN)FTG THICK 1 �- -180' HOOK *3 0 8 TYP WALT. STEEL �� NOTE: W/135' HOOK BAR 5ARS SHOWN ARE IN ADDITION TO TYPICAL BENDS W/180' HOOKS CORNER R DETA ILS WALL REINFORCING, SEE STRUCTURAL NOTES i "y uN0' BARS IN SMALL SECTIONS " TYPICAL STEPPED FOOTING DETAIL TYPICAL WALL REINFORCING TYPICAL WALL DETA I -S ' bN ABOVE DETAILS APPLY IN BOTH �- HORIZ AND VERT DIRECTIONS DETAIL E DETA IL F DETAIL G NO SCALE NO SCALE NO SCALE PROVIDE *4L TO DECK FLUTES h • (2'-0" OPENINGS MAX) (6,' *4x (" 0 18" OC AROUND PERIMETER •f�j, 0 OF PAD; DRILL 4 GROUT INTO - -` X DEEP RIBS ONLY - ---� 12" MAX SAW CUT SLAB OPNG I 3 M IN t� IV1 u� CONCRETE PAD � Vc=3000 PSI - - - � = EXIST INTERIOR NEW 5" INTERIOR SUB ON GRADE s x - *4 0 12" OC EW - _- - FLR 51-AB -- -M4 CONT v *4-TYP ALL. 5Q ' W/*4 0 12" EW OR RECT OPENINGS I `r �_1 , a ' _ P --- -- 1L a SEE NOTE *1 — TYPICAL EQUIPMENT PADS ' L-1'-0 L6. 6" - - I M IN SEE ARCH SEE ARCH *4 DOWELS CL.- 1. PROVIDE (2)*4x5 -0 AT ALL OPENINGS GREATER THAN ORRME�H OR MECH 11-6" 6'-0" SUCH AS ELEVATOR, STAIR, AND AIR SHAFT _ �— C/C TYP-- OPENINGS. YP- OPENINGS. (1)*4 CONT �� 4 0 18 OC, DRILL q 1 4 GRDUT INTO DEEP �- 2*4 CONT a 2. ALL OPENINGS NOT SHOWN ON THE DWGS MAY REQUIRE RIBS OF DECK C) V) °ERIMETER SUPPORT AND SHALL BE AF.'ROVED BY THE -m I�TF. < ENGINEER. -- - �- -- - -` 1. SEE PLUMBING DRAWINGS FOR LOCATIONS OF PIFING. ��D S TYF ICAL SLAB ON a METAL DECK --� a METAL DECK OPENING DETAIL TYPICAL EQUIPMENT CURBS TYPICAL SLAB ON GRADE SLOT @ BELOW GRADE PLUMBING PIPES caujov SO DETAIL H _ DETAIL J DETAIL K _ o 1201 n>� Awenue► 8ufti t NO ,GALE NO SCALE NO SCALE . a- — 2M SV? -5622 Fox WW UP SPLICE 4 DEVELOPMENT LENGTH SCHEDULE VERT L BOTTOM BARS TOP BARS ' Revisions = SBAR IZE UP SPLICE t DEV:IUPMENT k' LENGTH SCHEDULE-SHEAR \ - L comp L d—__� a Lb L, L d t L a t L b t L c t WALLS Atop DIAPHRAGMS � p _ r 3_ 9 12 18 18 18 13 18 18 21 VERT 4 BOT TOPBARS ' �' �� ~ 4 11 12 18 18 20 17 18 12 29 BAR BARS _ ----�-- -- o 12 SIZE L d c L d t c t ._..,.:,....._ _._.,_. _,.... 1350 HOOK 1 5 14 15 18 20 26 21 21 27 36 _ _ 6 17 19 1ti 25 33 27 27 35 46 3 14 24 20 33' 4 19 31 26 44 n � BAR SIZE D $ 7 20 26 26 34 45 - 37 37 48 63go t #22. THRU *8 66Yb 3 12 35 35 45 59 49 49 63 81 < 5 23 34 32 55 m *10 103':" U 9 25 44 57 75 61 61 80 104 6 18 47 39 65 N ah M O�rl#Il�ll ` ; ` M , *1 a 18v." -_ __ �^ - - - LL- - -- _ 7 32 55 47 76 Sheet Title i TYF ICAL COLUMN BAR 10 28 56 56 72 95 78 78 101 132_ *18 24 11 31 68 68 89 116 % % 124 163 8 37 62 51 87 CONCRETE , F 3 8 12 18 18 18 13 18 - 18 21 41 10 58 96 SECTIONS AND 2 A 4_ 10 1 18 18 20 17 18 22 29 :�. 10 _ 48 82. 67 115 DETAUS 5 11 15 18 20 26 21 21 17 36 11 S9 101 63 141 V t q - 6 + 15 18 18 24 31 25 25 33 -43 t RIOFRESH ATE WITH WRE THAN 12" OF 4 db 9 H K 2 7 17 23 23 30 39 32 32 41 S4 Do*lined Q, OR Ys" � -�•-� 2 - -�" NOTE: All LAPS SHALL BE L OR L h t I KE% Dr owls •0, - MIN 8 19 30 30 39 51 42 �42 55 71 b +=! •r' � 1. d �NOTED A�CI�DEV>rl.r�'tIIEN'T LENGTH Chtckxd ��C1tt; _�� 11 9 22 38 38 49 65 53 53 69 90 L u td71CATES ACI CLA55 a 5PLKE LENGTH �5 10 25 48 48 63 8� 67 67 86 115 L b MICATES A(I CLASS b SPI l!>:NGTH bets � TYPICAL REINFORCING BAR DETAILS -- - -- _ L 1011GGATES ACI CLASS SPLICELEITH �, -� `11 17 54 59 77 101 83 83 108 141 — Sheet MD.� `' •.• ,' DETA�L N DETAIL P DETA R. 0' cz 4. >: — L— w � < Wsshm9tO^54 1tC WSW v ' 9594 Ing i � R • � 1 AU .G 5?11190 • 1 ;6 IF THIS NOTICE APPEARS('LF.ARFR THAN THE OGr 7 1990 1W X I IMFNT.TNF.I)Ol-LAMENT IS OF MARGINAL o1IALITv. MICROFILMED (IIIII�II11111 IIIIIIIIIIIII IIII111�11111 I fllllll�illlll IIIIIII�IIIII I I,rirlr�llrll I IIIIIj1�11111 1111111�i�lll 1111!III�III,I I IIIIIII�IIIIIIi I'IIIjI�IIIIII) IIIIIII�IIIIIi Ills Iwc w a"M NIIIIIIIIII111111 IIi111111111111111111111I1111 UIIIIIU IIIIIIIII 111111111 lIlll►III lIIlllllt';iI1111111111t11i11111111111111111111111111111(IIIII1117111111111 111111111 111111inil1111111!1111111!!111111111 1111111!1 111111111111111111111111111!11111111 111111111 1111111111111111Ifill H r �.. .... ...- .. �'�'�t,.y,..,•� I •,h 5 •k, _. ;�+- . - �+ �- � ` '' K' t�,'�:> �° i;w, r. .T;; ., � 4 ��,r,°�,..�r t,,.r, 1 y. Ay, , wl '7 . - . b' Nti• _ I . : ., , �.� A, y . A ` /- ��" . f. 71.:A . "~ 1'��•4 ° � 7r 1 CtX UMN t FOOTING LJx3xN1 4 50E5 a:' 4: �r; ,• r 'r SAW CUT SLAB W/V4"1 EXP DOLTS #4 0 18, OC �k� ' ' r„ - M O le" OC OPNG - ALLOW —#4x1'_6 DOWELS 4" SOG W/ #4 016"OC EW W/3K MN EMBED 0 18" OC - — t4 012 OC ,' 4, , EACH WAY ADEQUATE ROOM 0 1'-0" C/C ON COMPACTED FILL � -----#4x1'-6" DOWELS - 4411''_6" DOWELS EXIS1h� SAAB 4" " EXIST NG SLAB 4a „ FOOTING SCHEDULE A TO EXCAVATE FOR AROUND ON GRAOF 018 OC ALL AROUND ON GRADE 0 18 OC ALL AROUND NEW FOOTING PERIMETER i COLUMN - SEE PLAN - DRILL AND GROUT - (MIL AND GROUT FMAW SIZE RE I FORC,INV REMARKS < , �' DOWELS ` '^ DOWELS L x w x D (BOTTOM UNO) -� I ( - (4)1x4"4 A6 -. --•- _ -- ___ --4'-0"x4'-0"xt'-0" (i�5 Ew FOOTINGS AS REQUIRED FOREXIST FLR SLAB ISOLATION I -- BASE [ 1"x14"x1'-1" EXIST FIN FLR � l � b�;;•'� DESM BUILD STAR- VERIFYJOINT I N _ - 1" GROUT i EL 228.5 III( II1011 '""'- ' iII�TIHII► Ill�llrit -- b $, lf�lll�til (e)4i EW — -- I b I 1�1it" -22 GA FORMDECK �+- EXISTING o i $ b� �+-- EXISTING I .a z .n OR LOST FORM ESCALATOR �n o; o• ESCALATOR COMPACTED BACKFIL _- �y < I PI1 } PIT -0'xB'-0"x1'-0" (4)45 EMI AS PLR THE RECOMMENDATIONS OF .HE SOTS ENGINEER ,,. , -T BAC.KFLL PIT W APPROVED I-PRINTI"It _X • "^ _ 6" _ 5'-2" 'ie ie' _ 5'-2" _• $ - 6" COMPACTED NONORGMI( Arcbltectwtr Plane# ! !n4l'of Oul ---_- -� � �• o CONIS TRJC T ION DEBRIS SUCH FM ' - b b` b Lti$h $• LOCATE FOUING ON AS SOL CONCRETE 0"-) 801 Second Avenue, Seattle. M � -- __ UNDISTURBED _ N s, r- -- _ - _- _ _ --- __ _ LT '°- -�._ ---_ _- _-- � OR OTHER APPROVED MATERIALS y FIRM BEARING ---— 3 � II I Tel206/682-3460 fax 206/34349 REINFORCING EQUALLY - SEE E-A -- -4 - SPACFD EW UNO. SEE SCH.DULE FOR 511E SOLS ENGINEER TO INSPECT STRUCTURAL SLAB OPTION ACKFILLE PIT OPTION ALLOWABLE SOL BEARING = 2000 PSF t NUMBER OF BARS PRIOR TO CONC PLACEMENT 1YPICAL. COLUMN FOOTINGDETAIL DETA IL A DETAIL 6 SECT ION C No SCA:E No SCAM A A � A � � A � r V-0" 4'-0" 1'-2' 1'-0" 4'-O" 1'-2" 3'-4" -- 1 -2" 2'-0" 1'-2" - NITS (204 0 48" OC IN BM BEAM I I t b" CMU WALL � PRECAST CONICRETE BENCH I 'Y • x' #5 0 24' VERT r SLAB W/#4 0 12" EW - (2)e4 N BONG #5 0 L4" { ; DOWELS TO WAST-1N w �� MATCH CMU ! i ( - E X i5 I ING CMU VERTICALS NOTE: WALL -EXIST CMU WALL SEE SECTION D 6" l_4x4xY� CON? ANGLE (GALV) SEMI I » 04 0 10" Ot HORIZ (2)#4 0 TOP FOR FlJRIHER , (2)#4 0 TOP OF WA' I (2)#4 0 TOP OF WALL-- W/ Y4 1 EXP BOLT I SEE DETAL G/54.1 OF WALL I INFORMATION » » �- FOR REVEALS SEE W/ MIN 3 EMBED 0 24 OC POW FOR COR1►ER BARS - � 44 L 012" --� 6 � � #4 L A 12" - r ARCHITECTURAL -�� " I CMU SIL -�• 2"0 SLEEVE I CONCRETE PAVING I CONCRETE PAVING i /.— SEE ARCHITECTURAL ! SEE ARCHITECTURAL � I DRILL 4 EPDXY » ---DRILL 4 EPDXY AND SPECIFICATIONS AND SPEC IFICAT'.ONS- _ 1�0 FIRST FLOOR 1 +0 / FIRST FLOOR FIRST FLOOR �� FIRST FLOOR 8 CONCRETE' GROUT GROUT 1_ __ E 218'_6" EL 228'-6" 8'- " - L 2214" WALL -- $-- - I i 2"4 SLEEVE - Z - VVN*&IR EXISTING GRADE -,' `�' #4 010" - - -- I -' 44 010" -- - I BEAM t- - 2"4 SLEEVE - - _ �_ 1 �'- - --EXISTING PILE m CONCRETE FOOTING / " 1 CAP BEYOND CONCRETE FOOTING \�'--EXISTING GRADE BEAM \-- EX1511NG GRADE BEAM 0 0 LONG x 0'-0" LONG -EXISTING PILE CAP I EXISTING PLE CAP , I (504 TtD (5)#4 T4B-�/ - EXISTING PILE CAP BEYOND BEYOND Z 0 1)#4 (11)#4 } SECTION D _ SECT ION E SECTION F SECT ION G . WD) XALP �A ID�AM0 ID4iCA[t L2','i"x2VVx7,*" BEAM BRACE W/ A FOR ADDITIONAL INFORMATION SEE %"4 EXP BOLTS INTO SLAB. LOCATE STRUCTURAL NOTES: / OVER WALL BRACKET L'S AT SPACINGS STEEL OR CONCRETE V-1" 4'-0" MASONRY WALL REINFORCING COMPRESSIBLE AS FOLLOWS: 5P=4'-0" WHERE bf<5V2" 1 MIN DWG 50.1 r� MATERIAL---- =8'-0" WHERE 5Vi"Sbf<8" ENCASED STL COL --- (2)#5 0 WALL a =12'-0" WH RE bf28" 6'�• ENDS SEE DETAIL H/54.2 DOWEL O" 0 MATCH ��GI ` _ _ ' - -- - - VERTICAL REBAR--- 1` /� �+ _ (2)311"t 2 1x16 205" ` CMU (2)#5 0 CORNERS EXP BOLTS 11 v IC Y't"x 1"x 1'-2" M6 205 FILL GAP W/ DRILL 4 E, OXY I i �(2)-til t EXP. BOLTS OREGON L3"x3"xVi"x1'-0" AT - COMPRESSIBLE GROUT DOWELS #5 0 24" OC R 1►kx7"-"—�- ;� ',r.3o Ln EA VERT REBAR ---_-L3"xVi" OTHER Y4" BENT R_ xl'-0" LG. MATERIAL TO MATCH CORNER BARS AT EA. VERT. REBAR N W12x26 FOR WEB o LEG TO SUIT \ PIAN HORIZONTAL BARS Z� � +� 0 lZ \--BOND BEAM x 1'-0" LONG AT �' BOND BEAM CMI WALL ENQ 0 CO U N , - #5 0 24" OC { �O I CONN SEE 5/55.2 10 EA VERT REBAR - IN BOND BEAM ♦_ " t3 \- HORIZ REINF ---� HORIZ. REIW. �- (4) 14 DRILLED IN EPDXY . TOP SLAB --BOND BEAM #5 0 24" OC ( I BOLTS W/ G" MIN EMBED r �'O � TOP 0 SLAB TOP BEAM DECK PERPENDICULAR AT TOP 4 BOT ------VERT RE INF 2" 1201 7bkCI1 AMIA &Am 900 -L3x3xY4 —DOWELS TO MATCH - DOWEL GROUTED NOTE: ---- -- _ Seettla Vbb kgton 9W T b 3 ) ` 0 4 OC C t; se�z Fax t0 a VERT. REW. - -- INTO SLAB MATCH p0 NOT DRILL AND NOTE: E ARCH F _ 4 (OPP HAND) ADDITIONAL DETAILS � - - VERT REINF GROUT DOWELS INTO SLAB ON CANTILEVER -� Rev i s ions �, of o DRILL HOLE IN DEEP WALLS. CANTILEVER M6 ; 1 _`- C4 ANCHOR TO WALL a - - FLUTES h" LARGER 1� AT ENDS OF OPENING �+ WALLS OVER 5'-0" HIGH o N BOND BEAM-------,, THAN BAR DIA AND REQUIRE SPECIAL DETAIL • FILL W/EPDXY GROUT W J DETAIL J SECT ION K J O NOTE: _ T °S THIS DETAIL TO BE USED 04 Y -- 7 a 3#4 CONT. LAP 8" 8" _ »� " IN PARTITION LOCATIONS P #4�- 016 O' APPROVED BY ENGINEER AN (LEVER WALLS LESS � 30 db AS READ W B0T1=QM �_,._ COMPO TE SL.A� DOTTOM 0 SLAB QN A ALT BOTTOM�CHORA E THAN '— " INHEIGHT ` SEE STRUCTURAL NOTES FOR CMU WALL REINFORCING SIZE SPACING, U.N.O. ti 22 NF A�tM !l0.2 ' TYP No. Dots BY� Woof Ipttoo m TYP ICAL CMCJ PARTITION DETAIL S EXIST CMU WALL --ELECT DUCT BANK Sheet Title DETAIL H EXIST GRADEif 6#4 CONCRETE NO SCALE BEAM _--- ,� 0 ,2" SECTIONS A r i o o ' DET, LS 8" CMU-'.:EE �► Z ' NOTES DWG 50.1 II t DETAILS '^ H t J/54.2 Designed IL Fed I Dr awl R Fvkuh N 10" FOOTING W/04 012" OC EW Checked k Frit 2. tV Data JAA! t 11s" DRLL 4 EPDXY GROUT #5x4'-0" 012" OC TOP JOS 4, t •�1 '` 1 Sheet No. y. x � 9585 SW Walh,npinn ' SUP 94-0149 of go IF THIS NOTI('F.APPEARS(LFARER THAN THF OUT- 7 1995 INx'IIME IT,THE DMUMENT IS OF MARGINAL QUALITY, MICROFILMED IIIII�I�III II Ill�lal II IIIII�t�lll�) I IIIIIII{lIIII IIIIIIIIIIIII I I�r�T11�In�l {Itll�t�lllll (Il�tlt�illll IIIIIIIJIII;I I III 111111IIIIlI I IIIIIIIII!III IIIIIII{iIIIII Illhm ullhiu Ilulul uldl ttlltl Ilnullnl urs'lun nnhmhnlln - I nnhnr nnhnr rnrh r Tel 17 T r •, ' M R AlAt .. FILL W/ NON 5HRNK GROUT L31hx2V%Y*(Ll in 7 , _ r � AROUND EXISTING BEAM ?""TER � X, PLACING WAIL W/V4II# EXP DOLN-5 CORE DRILL 24 HOLDS FOR ✓ 018 OC W/31"Y T - DOWELS, FILL11ITI, NON SHRINK MN EMBED 0 ----FU CE'1S FULL W/ GROUT 0 / GROUT / LXISTING W BEAM DOWELS OR DRILL GKOUT 0 ; ;. SECOND FLOOR ✓ 5tCC*1D FLOOR 5ECW FLOOR GROUTED CELLS EL 247'-6" r EL 247'-`611 GROUT CELLS 0 EXP BOLTS !; _ EL 2471-6111 1t, Z I -- ——— -- \\ _ " -- - " linEXISTING CMU WALL ✓ I r Flu w/ NON sHRwK (*OUT ' / -- FILL W/ NON 5HRNK GROUT ; r AFTER PLACING w u ✓� j I AFTER PLACING WALL r xO / / FOR NEW FLOOR SLAB N FILL SEE 52.2 - NOTE: DECK SPAN VARIES SEE 52.2 / � � .- ✓ ✓ _ - NOTE: DECK SPAN VARIES SEE 52.2 r " Planniri 1t Fnl4rio►;6tif :: - +6x2'-0" DOWELS 0 6" OC ✓ e6 4 DOWELS 0 6 OC Arcfl�tature, "` EXIST CMU WAIL EXIST CMU WAIL - 801 Second Avenut, Seattle, I(OW t xIST CMU WALL Te 1206 682--3460 Fax 205/34')-W FOR WALL REBAR _-- FOR WALL REBAR r FOR WALL REBAR , SEE DWG 5.3.1 SEE Dutra 53.1 / - SEE DWG 53.1 , NE W CONCRE TE WALL CONCRETE WALL -- NEW CONCRETE WALL NEW CONCRETE WALL ' 41` , ---GRlll. 4 GROUT �4 �,_ DOWELS 0 4'-0" EW 0 GROUTED CELL5 , a SECTION A SECT ION 8 SEC T ION C SECTION D x,41,-11 �" 1"'1,-0" 8" 811 .;. FILL CELLS Fuu_ W/ GROUT 0OR DRILL , CORE DRILL 2"/ HOLES FOR GPOIJITED CELS , j 4 GROUT 0 r / DOWEL5, FILL IN WN SHRINK �+ • L3Ntx21ltxV4(LLV) / �) j W/1''i"1 Er\ ' BOLTS % GROUT EXISTINU CMU WALL -- CORE DRILL 2"t HOLES FOR 0 18" OC W/3Y4" X 2"# BLOCKOUT5 FOR DOWELS, FILL WITH NaN SHRINKMN EMBED / DOWELS, FILL IN NON SHRINK ✓i n, EXIST L3X3 % GROUT j GROUT �S i!/. / l!/ FIRST FLOOR / FIRST FLOOR EXIST L3X3 k FIRST FLOOR '� • -- EXLST L3x3 -_`_-- .�/ ,e, MEZZANINE f MEZZANINE MEZZANINE / / WASHNGTON i a -- — - - " GROUT CELLS 0 EXP BOLTS - / " —"--" _ �' i ti FILL W/ NON SHGROUT Ill i FILL W/ NON SHRINK GROUT �X, RINK a AFTER PUCNG WALL / \ i AFTER PLACING WALL ' X NOTE DECK SPAN VARIES NOTE: DECK SPAN VARIES - NOTE: DECK ,SPAN VARIES ; r , FILL W/ NON SHRINK GROUT / i 4" 3 SPA 0 4" / #6x4'-O" DOWELS 0 6" OC AFTER PLACING WALL ----� i #86x4'-0" DOWELS 0 6" OC / t ` - - EXISTING BEAM T'' EXIST CMU WALL----�� EXIST CMU WALL---��j �� 2_0 NEW CONCRETE WALL I M i ___---_�--- #6x4'-0" DOWELS 0 6" OC M 06' OC EXIST CMU WALL j DRILL t GROUT t4 L__,_ DOWELS R40 I --___---- 0 4-0" EW 0 GROUTED CELLS - 1 --NEW CONCRETE WALL �� NEW CONCRETE WALL \ NEW CONCRETE WALL ' / i DRILL 4 GROUT t4 L DOWELS r 811 8" I 8" 8;. Be 8" ..� 01 -0N OC N SECTION Q EXISTING BEAM I SECT ION G SECTION H `SECTION _ SECTION 0_ F __ _ _ n !Y4 11=11_011 V4 11=11-010 out[ o r + _ x Z 28 34 • 6" QN an 6N 11—OM - " - - �---- DEMOLISr EXISTING SLAB I--- #4x6'-O" r DEMOLISH EXISTING SLAB ON GRADE TO INSTALL % / 0 12" OC ON GRADE TO INSTALL WALL; EXPOSE EXISTING r' - EXISTING 8 WALL; EXPOSE EXISTING EXI5TNG 8" - EXISTING 12 i Se REBAR TING _ Q+ " SLAB REBAR CMU WALL SLAB REBAR ❑- - r Y r CMU WAIL _ CMU WALL --_-� � Of .,. a- --- EXIST SLAB ON GRADE 1 DEMGl15H EXIST SLAB -EXIST SLAB ON GRADE % AS REQ'D REPOUR 1A AFTER WAIL IS FIRST FLOOR ol F T IRS FLOORP / COM LETE 10 FIRST FLOOR EL 228'-Cj" r 1n EL 228'-6" ?RE,00 OPI ' r P EL 228'-60 _� - I - EX:5TING PILE EXISTING I z EX�ISTNG PILEN CAP t GRADE � c GRADE CAP 4 GRADE - EXPOSE EXISTING ---- EXPOSE EXISTING BEAM - -_ _ ____-- SUB REBAR FIELD VERIFY � SUB REBAR EX►STING CONDITIONS ( �" - L;2'QI TW AVMS Wft #4 �_ 0 12" 4 MODIFY AS REQ'D Q I I - --- Seettlet 1+I+eladrgt+a► 9 °h s DRILL 4 EPDXY GROUT 1 f2W 69P'-6M !It WO Q_ #43'-0" DOWELS 0 -}-- DRILL 4 I EPDXY GROUT 1611 4x3'-0" DOWEl.5 0 ---DRILL 4 EPDXY GROUT 12OC; SEE B/53.1 11" ' r"� >t4 DOWELS 012" OC; a 12" OC; SEE D/53.1 1'-8 .I SEE C/53.1 Revisions - w•�t U 0 SECTION J SECTION K_ _ _ SECT ION L �_ _ —� "' t V411 .,11-011 V1"=11- 0" 71"-1 --o" 7 ' F rrj 6M p" 8 II "8 611 11--O" s.' I v DEMOLISH EXISTING SLAB \` r DEMOLISH EXISTING SLAB (8)#8x7'-0" DOWELS TO --- ....,..... ' N ON GRADE t0 INSTALL ON GRADE TO INSTALL MATCH WALL BARS WALL; EXPOSE EXISTING �� WALL; EXPOSE EXISTING � SEE GI53.1 EXISTING 8" SUB REBAR EXISTING 8 _� SLAB REBAR - CMU WALL. CMU WALL EXPOSE EXISTING m I EXISTING 1211 SLAB REBAR shift , —EXIST SLAB ON GRADE - EXIST SLAB ON GRADE CMU WALL - ---- _�� DEMOL.I;>H EXIST SUB R t d AS REQ'D REPOUR CC��V' iE 1 y t h AFTER W/ILL IS El 228'-6" I COMPLETE FRST FL= _ EL 228'-6" SECTIONS AND t _ , , a - DETAIP • EXPOSE EXISTING1 r EXISTING PLL .a EXISTING PILE GAP 4 GRADE SUB REBAR CAP 4 GRADE EXISTING • � � ` �-- - EXPOSE EXISTING _ ,'' '± �s Doti fined'IL Pa 6EAM _. - -- BEAM GRADE BEAM -y � � s - SLAB REBAR FIELD VERIFY DRILL 4 EPDXY GROUT ---- 14 _ 012" EXISTING COND IT IONS �' 4 Ctltclrtd Il ', ` -{ �, ._ _ -- \� 4 MODIFY AS REQ'D a1 0 (8)#8x6'-O" DOWELS TO \ `---��.- DRILL 4 EPDXY GROUT MATCH WALL BARS (8)#8x6'-0" DOWELS I Dots w� TO MATH WALL BARS 6 ----DRA1 4 EPDXY GROUT r O+ SEE B/53.1 � " � w SEE D/53.1 48 DOWELS 0 6" OC f t'-p" Sheen ,. CTION N SECT ION P SECTION Q , ,. . .. it .SE f 9555 SW WNshinglon Sq Rd 1K1"-1'=0" ,t.,. • RUP W0119 - ' r 540196 IF THIS NOTICE APPEARS CLF.ARF.R THAN THF �11'T 7 199P 1111CUMF.NT,TIIFI)OCUMENTISOFMARGINAL QUAIATV. Ml('1110 I MN h I�III�IIIII�I I�I�I�I�IIIII I IIIIIII�IIIIII Illllll1illll Illllll�11111 nrlrh�tntt IIIIIIillIlll IIII IIl�llili illI1111111ll IIIII1111plil IIIIIIII11111 illlillilll11 Nldl M"oc w w.n . (HN Itll�llq IIIIIIIU IIIIII111111Nh111 IIi�IN IIIIIu rminn nnlnn nnlnrr rurhm nlrhrn tnrhur nrrhm nnlrm nnlr ' w- } Bi 3-. �:.." ';L". .toy r a. _ .'•. •..� f .� •. ,. t r�' •. .k .< 4 - _ ..fit , s,: - `-.y i'Y°.�.A'Swfi-' ''" - - . • �' '�' art' '!' '" � "'F ��. ' •+�► CAW Al MD-SPAN r X STLIDB 6PAC1E�_,YEyV.,EKY Nl1�E(t Of STUDS � r t, , ..� .. 00 AM LENGi �,\ ,. OF GIRDER OR _ SEE TYP STUD SPACING DETAIL B - _ -- Df11 36" MAX STUD FACE OF CaLN�IN , OlFF TOP OF STEEL 4Y4 MIN SPACING GRADE OF 51EEL " NO STW PROVIDED SEE SO.1 FOR TYPICAL ELEVATION SPACING 12, MAX BETWEEN a '" STEEL GRADE r PADDLE WELD OR 36" MAX STUD DEMI SI1f--�'i� STUD — SPACNG �A ,k :• THIS DETAIL APPLIES TO BEAMS Y' :o' • 4 C - -- - WITH STUDS DE5K�MTED [X). COLUMN BELOW --�- - '� _ . W24x55* [20) C 1V4' (-107 . .. J I r+ +; X--STUDS Y-STUDS-- •r � r — N. - MOMENT OR TENSION + /� +1 < RE515TNG CONNFCTIOt� SEE DETAILS DRAWING 55.2 - PROVIDE ADDITIONAL STUDS AT ENDS TO �� ' -- MEET rUMBL-R REQUIRED ON PLAN - - COL _) — " 5YM 801 ISecoad Avonue, S"1116.l A. ABOVE n DECK lei _NSPAN 5YM SIE: Tel 206/682-3460 Fox 206/343- ' DECK PARALLEL TO AM 2U PERPENDICULAR QE THI5 DETAIL APPLF.5 TO BEA95 WITH STUDS DESIGNATED [X,YJ, ^` SXE9..D TO BEAM N SPECLAL CASE FOR } GIRDERS SEE SPECIAL 3 5(LID SPACING 1 HEADED SHEAR STUDS TO BE V4"4x 4" LONG AFTER WELDING AT SECOND FLOOR FRAMING. X-STUDS -STUDS Z-STUD!' DEAL C -� HEADED SHEAR STUDS f0 BE V4 40V't LONG AFTER WELDING AT 5f COW FLOOR MEZZANINE FRAMING I , 2. THE MINIMUM NUMBER OF 5TUDS REQUIRED 15 SHOWN A6 [XI ON FRAMING PIANS. q r ti NO STUDS ARE REQUIRED WHERE [0) APPEARS OR WHERE NO DESIGNATION 15 NUMBER OF B01_T5 IN _ Y ' NUMBER OF IF OIFFIN GIVEN. AD011K�ML STUDS MAY BE REQUIRED TO MEET THE ABOVE MAXIMUM TOP OF STEEL SPOT SPACING REQUIREMEN'T5. SkE DETAIL C FOR TYPICAL STUD SPACING. fi ;. to FROM TYPICAL 5CHEDUIf i/55.2 FIE VAT ION 3. IF TWO STUDS ARE REQUIRED IN ONE FLUTE THE TRANSVERSE SPACING SHALL TH15 DETAIL APPLIES TO GIRDERS " WITH STUDS DESIGNATED [X,Y,Z] BE 3 MINIUM. TYPICAL STEEL FRAMING SYMBOLS TYPICAL COMPOSITE BEAM DETAIL TYPICAL STUD SPA ! _ DETAIL C + DETA ILA DETAIL 8 y •r Y �� _,r.••.----'-•------_-� NO SCALE �P� SCALE HEADED SHEAR STUDS WHERE CALLED Tt� - #4x6'-0" 01'-6" OC OUT ON PLAN; SEE DETAIL B, NOTE 1ANi T OVER ALL GIRDERS /�' SUPT'ORtFJG OTHt PbEAMS - 6"=MIN AVE 1, SLAB SUPPORT ANGLES ARE REQUIRED AT ALL COLUMN LOCATIONS WHERE THERE sm c A RIB WIDTH _ IS NO BEAM OR OTHER SUPPORT FOR SLAB AT COLUMN PENETRATION. - • t j wwF WR 2. IN ADDITION TO PERMANENT SLAB SUPPORT ANGLES THE CONTRACTOR SHALL x �x x x x x- x x PROVIDE END CLOSURES 4 MISC DECK SUPPORTS AT OTHER LOCAT06 STUD CLEARANCE: REQUIRED TO MAINTAIN DECK LEVEL UNTIL CONCRETE CURES. r ----- 1 V4" M IN FOR 2." DECK � BEAM Q BEAM -n�, (3)e3 CONT RISER' DECK Rb VALLEY TO BE CENTERED *4x6'-0" 0 V-6" OC BARS, USE CHAIRS A _�_�`-� A ------_2�-0" REGI) F A Z 12" `'1 OVER BEAM WHERE POSSIBLE OR CENTER OVER BEAM- 6" lqp �I 6" UNO '`' """ pcft 4 LAY WWF OVER - - - - DECK MUST BE SPLIT FULL LENGTH .-- METAL CLOSURE STRIP------- SLOPED SUB BEAM OF BEAM TO PROVIDE CONC HAUNCH (3)43 RISER BARS_--.. i / ' ��. < ww4mm P�Q WITH MN WIDTH A: --- HEADED SHEAR STUD i r `.J-` WWF i EDGE TEND TO _ _ ;. 4 f A= 3" FOR 1" DECK r - - - ---- N COMP051TE BEAM OR GIRDER PARALLEL TO COMP051T SLAB — —� __ AS A A� SE 6 CA E C T A 2" MIN - - DIAGONAL DECKING 2" MIN - BRG CASE B - FOR .v ----(1)x3 CONT RISER BAR W24 4 URGER 1 COL moi; vl ,;; CONCRETE ,- -HEADED SHEAR STUDS WHERE CALLED OUT ON PLAN BRG - USE CHAIRS AND LAY - PROVIDE �4 - �`- -PROVIDE t►4 f COLS W/DECK ,M tb � COVER .r " SEE DETAIN B. NOTE 1 f WWF OVER SPAN AS SHOWN--'-� • ,' � o b I 0 1 6 WHERE 01 6 WHERE r-- x WWF 9" < S < 2'-0" 9" < S < 2'-0" — I —_ 1 x x x x X__x x �T�: -- --44 CONT---- _ FOR CONTINUOUS METAL CLOSURE STRIPS - MINIMUM BEAM WIDTH i bt = 7" FOR 2" DECK AND 81�" FOR 3" DECK. FOR NARROWER BEAMS USE - -SHEET METAL INDIVIDUAL CLOSURES AT EACH HIGH DECK FLUTE. 2" MINIMUM BEARING EDGE FORM COINOSITE CONTROLS. AS REQ'D TYP --ALT ANGLE _ :SEAM (1)#3 CONT RISER BY METAL DECK �Y.Z -- - --- LOCATION y TYPE DECK • '. BAT', USE CHAIRS SUPPLIER _---_-- DECK SPAN '' " 4 LAY WWF OVER L -LSLAB YSUPPORT Z DIRECTION , a 1. SEE DETAIL H/54.1 FOR TRIM —�'' . .•,� BARS AT OPENINGSpq ON v �, Z5 COMPOSITE BEAM PERPENDICULAR TO COMPOSITE SLAB TYPICAL DETAILS AT DECK DISCONTINUITIES TYPICAL SLAB EDGE AT OPENINGS TYPICAL SLAB SUPPORT Q INTERIOR COLUMN DETAIL D DETAIL E DETA IL F DETAIL G t z W NO SCALE NO SCALE NO SGLI5 NO SCALE d w v L.�fi IW A►P"Ir7� � � - `�, 8eefiil" WlterMrl9cm 98X71 a `� BEAM SPACING 5 �� " (1091 &1-•5821 Fix 120d/' . 4" a — - -F� ReviSio"t N 4 METAL -CJ 4 n DECKING- 00 ECKING-- - • BEAMS------ a � —_.. ..fes... r.._.... a JOINT PERPENDICULAR TO DECK a N . cl rn 4'-0" MIN TOP OF SLAB REINF 2ND POUR_ 15f POUR °D r INHERE REQ'D OVER FORM-----, GIRDERS - _` Sheet Title `j STEEL SECTIO ' AND DETAILS : < " GIRDED. -- —BEAM E; TO K s u IV JOINT PARALLELDEC i�awl CONSNAw e14 I* TO TRUCT ION JOINT FQR_ 5,, @ aoe. t ON ME FAL DECK W/COMPOSITE BEAMS Sheet No. a y DETAIL H i v SO �t a�, ,• NO SCALE 9895 SW Wafhlny.�n Sq Rd sor C)4 0149 .•a �; k55 of 9S /i " -. .« :� j3xi j.= :.�.e:t .:l�. :a,. eLr.s e Y a.r-y..w ''k- J + -r �. �,`,i' a rt{ ,,f+r. ,+; ±•, IF THIS NOTICE APPEARS CLEARER THAN THF. OUr 7 1998 INN"IIMFNT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED IIIIIIIIillll IIIrIlIIi1111i1111111[I�IIIII I IIi1111�11111 111IIIIIIIIII t rlrlrlll11�1i IIiI111�11111 IIiIIII�IIIIIlull 1111111I1 t�llll�tnlll �nii��;ill! IIIIt1�il am WK w awn law lit nlnil Iuilnnlunlall nnIIIII 1!nlnu i1IllIII rhm m .. � i` �� t �• ^'�.:.a .I.:r � w: ., •I• � :. f '1 r!.i ^RM '� �F .y , 1 • h� y l wP , fl{ y • . YY _y 'I:3 ' `ti A ♦N, i +i _ .1r. :sd B. ".r;,,s " �"` "?AW' .. .'t,•r.i' _ d,.. . �• - A .. , } ' "' �' a '• $r 1. ALL MOLTED CONNECTIONS TO BE 'TYPE N WITH FULLY PRETFAIONED G N 2%, T DIA 2%6 OLT DIA 21✓i" -2xBOl.T DU 21ri" xear DIA ASTM A325 BOLTS PER AISC VANDARDS EXCEPT AS DE5MOE -- --•� - NOTES 2 AND 7. ` _y}" EXISTING his 2. BOLT5 IN BEAM TO BEAM CONWCT06 IwAY BE TIGHTENED TO RISC 51APOARD BOLTED CONNECTION SCHEDULE "A" COLUMN � jI "5WG TIGHT" CONDITION UPON APPROVAL Of ENGINEER AND OVW. CONN Fl.--SEE WF OR 1S I /- CONN Hr5EE I ; NO 4 StE CONN Sr.HEDULE A FOR SCHEDULJ: A FOR ' BEAM OF TbbPtATE MEI-D CAPACITY i THICKNFS!i , 3. CONNECTION PLATES TO HAVE AISC STANDARD ROUND HOLES EXCEPT s" TH�r.Nk55 . SIZE R� THICKNESS SIZE(Ni) (5W ��) AS N101ED OtHERWIbE. COPG�ECt1ON1 PLATES 10 EXIStING BEAMS OR � J NK (?) N'1 AAAA--- _ COW" HAVE SHORT SLOTTED HOLES. �. OR 56 SEE NOTE 2 F - J 4. ALL CONNECTION PLATE MATERIAL TO BE A36 UNLESS N07ED OTHERWISE. , %11 hisI+ EXISTING I+ 4�,,,. •� t:. 1+1 " ;;- k I+ :, ; I+ 5, BEAM " + 5. BEAM CONNECTIONS TO BE PER THE STANDARD BOLTED BEAM CON�CTION All NAO 4'� K W 13.7 + + , + '� + DETAILS B OR C UNL.E55 NOTED OTHERWISE. W12 (3) ;y -- 14' w" 22.1k 6. 5 SHOWN ON PLANS INDICATES A DIFFERENT NUMBER OF 3411 30LTS }' ' W14 (3) *04 w 14" 22.1k I �f ISI / Jr -z, REQUIRED U5ING THE STANDAKD Ca'4NECTION DETAL. l Architattvrf Movie I Mfl6 (4) 11"1 1k" V4436.4k \ \ /� COPE FLG II , COPE FLG c t�-_- � 7. 5-S SHOW ON FLANS INDICATES NUMBER nr 744 BOLTS REQUIRE IN .Al •. Nllb _ (4) 11"1 >�" �" �j.4k - .�� SEE STD WHERE REQ D --�- � / SEE STD WHERE REQ'D 0 �O) SeCaid AYlS1Ytr �CO�� _ _ _ W� CONN SCHED A NOTE: CONI. W CONN SCHED A NOTE: CONN. "SLIP CRITICAL" CONNECTION. BOLTS MUST Bt rULLY PRETEN510PED PER �p�p y W21 (5) 14"+ " - N" 4%1k y4" SEE SCHEDl1lE "A" FOR CAPACITY MAY �- SEE SCHEDULE "A" FOR CAPACITY MAY A15C 5TANDARU5, Tt( "^'/""1- Fax '-' SIZE 4 NO OF BOLTS BE REDUCED. I SIZE 4 NO OF BOLTS BE REDUCED. W24 (6) it"1 3k' 62.7k 8. ALTERNATE CONNECTIONS MAY BE USED IF APPROVED BY THE ENGINEER , �• 1 f , AND SHALL HAVE A MINIMUM CAPACITY PER SCHEDULES ON TH15 SHEET ` � TQ C�N NAM_TQ-UM AM TQ � INS MN ��A1�_TO XISTIyG_�EAM OR AS REQUIRED CY CONNECTION DESIGNATION SHOWN ON PUN. : 1. SEE DETAIL D FOR CONNECTION NOTES. 2. PLACE BATS N HORIZONTAL ROW FOR W6 AND 56. 9. CONNECTIONS FOR SKEWED BEAMS SHALL BE AS PER DETAL F AND 3. SEE DETAIL P FOR CONNECTIONS 0 TS COLUMNS. TAN A BOLTED E' I TANDARD BOLTED ACONNECTIONS (4 EXI TIN EAM •R MN SCHEDULE E. ��, RD � L AM BONNE TONS S 0 ED BE ISI EXISTING � U COLUMN . • �,...,�� DETAIL A DETA IL 8 DETAIL C DETAIL D d ' NO SCALE NO SCALE NO SCALE ND SCALE µ� GIRDER WEB OR COLUMN FLANGE --� TYP TOP t BOT MATCH ' FLANGES I V "1" 's 1 I� \ PL - THICKNESS i SKEWED BEAM CONNECTION SCHEDULE "E" � - � STEEL GRADE -_-�-._� CP R SID FLUSH NEAR SDE PLA TE SEE aC \ SEE FOR , + `� SAME AS BM WEB • ' Y W. 4 SIZE CONN SCHEDULE "E" - c 0 < <30 I ADD R SO THAT iE - BEAD PLATE WELD FOR WIELD FOR E HED P- I I + 1 i SIZE OF BOLTS THIQCNE55 CAPACITY \ i0'< <;i0' "Eu TTHICKNESS + BEAM -- I Nt PL THICK ` '• . REQ D (SINGLE SHEAR, 0%)5<109 FpR + + FLANGE THICKNESS -- T Ya" MN BEAM WEB- 30'< <45• -� CONNECTING `„ + �\I 45' � BEAM FLANGE THKNF55. (2)7t"4 " K . + WASHNQT` Wid 0 4" GA 13.7 '� �. FOR MATCH BEAM STEEL GRADE .; AAAA K -- \ �� 45%,8<60 �--- SEE PLAN AND DETAILS B AND C + \ S(w�� 2.. (3)14"1--- _ . AAAA lftc"... .. 22.1 a -61C.4 W14 (3)14"4 1%" 22.1 K 2xBOLT4 45 FOR CONN FILL GAP Mit6 414"1 ISi" 35.4K 5+Y6 =0'-60'--!'_- HARDENED WA5 .ER - _ _ _ ,�.". • �+`' O )5 , W18 (4)Lb"1 11t" 35.4K W ,- -- ON BOLT SIDE - \_ S_f� --SEE STD BOLTED � NOTE: USE WHERE INDICATED BY --♦H o- BEAM CONNECTION 11GAM ` W21 (5)'h"1 44�" 49.1 DETAL B AND C -- - - -- - 1. FILLET WELD SIZE S - PLATE THICKNESS. -+ *AAAA ON PLAN. .. ---- M124 (6)14"1 %6" 61.7 K S. -- - - 1 --- 2. FOR BEVEL WELDS, BEVEL END OF CONNECTION PUTS TO MAINTAIN of AT 45'. NST : DETAIL MAY BE INVERTED WHERE TOP OF W27 (7)%44 �" _.. 76.4 K 45'x, !e ! ; 3. DO NOT INCREASE DIMENSION "A" WITHOUT ENGiNEER'S APPROVAL SEAM TA�� GIRDER i5 LOWER THAN BEAM. . 1 SKEWED BEAM CONNECTION TYPICAL MOMENT CONNECTION DETAIL TYPICAL CONNECTION FOR BEAMS AT DIFFERENT ELEVATIONS - • ?� �;, ' IFOR SKEW ANGLES: O'<f3<6O' DETAIL E DETAIL F DETAIL G DETAIL H , AAAA-- --- -_-.-- - . . -- -. -- _��AAAA - _ _ _ k 711, NO SCALE NO SCALE NO SCALE NO SCALE " &i EXI5T T5 COLUMN d �c n k SEE PUN x z 2 R -- III ' ---� �- W-SEE PUN u' t c7 I� � EXIST POST FOR THiCKNE55 TO MATCH _ - ` _ ___ �--OR LL 4 EPDXY GROUT EXISTNG SUB I ROOF STAIR LANDING ' ' WELD NEW DECK TO GROUTS CELLS 0 FLOOR k BEAM t + Vi ; GRADE 1.-J EXIST L3x3 PER LEVEL E EXISTING SLAB y = ' 50 F 50 KSI; -' > _ - - - SEE PUN FOR SLAB TYP. TOP 4 BOT1 I NOTES DWG S0.1 6• } -- EXIST CMU WALL 1n 4 BEAM FRAMING SEE PLAN FOR SLAB i - 'M1 CONDITIONS '� ! ! 4 BEAM FRAMING I CP-TYP �. =�;�;in;� _r__N_ ,_.._T -N _ - __-- _ _ -� COND!TIONS � It TO It 0 241-00 _�_ _ BEAMS t A4,ra 1 t TYP GROUT CELLS 0 �'• -' STIFFENER It EA SIDE: *- - 7- - �- r- _ 6" 0 24 OC -�� o THICKNESS = BEAM WEB t; STIFFENER It EA SIDE: NOTE: COPE FLANGES OF � FRAMING BEAMS QREGO 11 N c WIDTH TO MATCH BEAM THICKNESS = BEAM WFB t; s•�,,�:�•-3, h ' H FLANGE WIDTH - o WIDTH 7 TO MATCH BEAM FOR SUB SEE PLAN -_� PLAN C.P. TYP 4 a c \ FLANGE WIDTH �� FLANGE _ I v , v Q BEAM-SEE PLAN - SECOND FLR MEZZANINE V a ` \ " BEAM-SEE PLAN - ` (2) 14" 1 8325 BOLTS CAP It I \. - _ SEE DETAL C/55.2 �, a \ _ - ' - " CAPE FOR WEB CONNECTION FOR BEAM CONN --POST-SEE PUN (2) �h" 1 8325 BOLTS -- _ I I - W TMd A WM � a " POST-SEE PLAN NOTE: FRAMING BEAM I 3EE DETAL C - y�� ~�-Vft ' °vs z 11i" ON GRID �� I I I (6 Ll 4 EPDXY GROUT M& 1522-5M. Fft am' P Y't"x10"xl'-6" -_- (6} 1''i" 1 THREADED a - NOT SHOWN; FOR I RODS W/NUTS 4 WASHERS CL CONNECTION SEE DETAIL I i = 7" ►- v C (SIMILAR--COPE T 4 BOTT Revisions -' Rc FLANGES AS REQUIRED) 0 N J ELEVATION 4: " �•. IJJ SECT ION J SECT ION K SECTION L SECT ION M `- ' NO SCALE NO SCALE NO SCALE NO SCALE ' 21✓i"- xBOLT DIA 2�'i" �xBOIT DIA �, •, rn - NOTE: SLAB NOT SHOWN -�1 - -�-�* ROOF DECK �77- EXISTING Y a F CONN PL - SEE SCHED A -^- o n CONN PL - SEE SCHED A i FUR THICKNESS EXISTING OPEN WEB JL 2x2xV4xO'-5" FOR THICKNESS, USE I STEEL J015T Ib. ode d Daer►�11M THICKER OF TWO BEAM I o. •"-AAAA•• m �_ _ BREAK OUT EXI5T SLAB CONN PL ! EXIST JOIST WEB DIAGONALS - -'- - - - - - Sheet T 1 J e { $ FOR ACCESS TO EXIST r. ,? BEAM; POUR BACK SLAB -� - - --- - - -- - - AFTER POST 15 INSTALLED; _`- L - - - --- -- --- S 1 EEL SEC"MONS' ; P05T-SEE PLAN -- -_. PROTECT EXISTING BEARING -- - - } W _ AND DETAILS '. ` _ \ - + �I+ SEE SCHED A --W�;'- � I+. � ,-, STUDS AS REQUIRED AND PROVIDE + I I Y ' BASE C %"x5"x5"-- NEW STRUCTURE AS REQUIRED __ •� 4k FOR SUPPORT � _ + I SEE SCHED 'A' FOR I ,• �� c - : EXISTING SUB -{SEI IM AS REQU LAZED fl SIZE 4 NO OF BOLTS �- SEE PIAN _- _ '------SLOTN i �• A I I SEE PLAN EXISTING BEAM- _ SEE SCHED 'A' " TYP TS COLUMN 4 vk■ ?" , Dffired..M�X11, SEE PLAN FOR -_ _ _,. USE HEI1VIkQ W EXTEND CONAL PL THRU -` :_-�, !- -- - -- DrdfRl It ORIENTATION OF TWO BEAM W SEE SCHED 'A' FAIR ` WELDS. TYP SIZE 4 NO OF BOLTS GMC�td �' ; �•, a' ti J L 11h"x2thxl+k TYP 0 EA pot f c N5 4 FS \END ( Job Ila. ,► ` ' BLAM(19 TS QMNES) M 1 E sSD�QLUM1V ' - n •r •� V r < > A BOLTED. DEAM4NJN E T IONS_®._T5 CO MN p5Ililt r f ` 1f SECT ION N DETAIL P �. DETAIL Q � ETA L 'R .� � • . ' 9585 SW Washington Sq Rd SCALE C� A 1 �1 �/� 1 t i3 SUP 94 01,19 NO SCALE NO SCALE 1 =) V 1 Y {T� F. IF THIS NOTICE.APPEARS('I,F.ARF.R THAN THE �CiT g 1999 D4X'UMFNT,THF.D(K'UMENT IS or MARGINAL QUALITY. n11('110 11,1%1 E1) IIIIIIIIIIII I�iIIIIIlIlI1 I�I�III�tII�I I IIIIIII�I�II1 1�1�1�111�II1 11111fI111I111 I IIIII�i'IIIII''IIIIII�I�I�III 1 IIiIi�I�IJI�I III�I�I�I�III� IIIII�IIiII�I i�I�i�l+)I�ill� Jill- , �. +. .� ,^ ` /`, .. 1 . .r's ,...t. r A� •e�M Y �r� t�' .� '^f`. �'w� �� ;�s a �ppAY yN+ `0 , %#- j TIP �4V 12 _ z MELD PER P'1 TERN BELOW-� - f T SEAM WELD CA - `''� `------ - - EXLSTNG OP'ENNG OP OR OR BUTTON PUNCH N - u5NEW ROOF DECK Mf ILL _ _ E NEW DECK 0 1'-6" MAX 2' M li'1 12 RG - " L2004 RELOCATED DECK FROM - - - ___- EXI5TK FRAMING T(ITYP) — (BELOW DECK) SKYt.WT OPENING, (BELOW DECK) M Lq PROVIDE 2' MN � r F X IST NG ROOF DECK - -;l-- u DE ARNG FOR NEN ROOF DECK BEAM SUPPORTS .- FQ " <� „ PER PLAN DECK ON EXI5TNG \ �" � �� r (IYP) ME 1 Al CLOSURE S f IP i ROOF 5E,1M5; LAP (IF REQUIRED) -EXISTING DECK _ - AS REQUIRED; MELD - _- G _.. DECK PER DETAIL A ULI1 INTERMLIPIATE NITERMEDIATE Lpa --- EXISTING OPENNG Mcltitectllre, f'iensiM t 13140V !af* PARALLEL SUPPORTS SIDE SEAM PERPENDICULAR SUPPORT --- x _ �� 801 Second Avenue, Sesttls, MlifaiN , Tel 206/652-3460 FOK 20�i ---WELD PATTERN TO SUPPORT (UNO) 1D "O" -- PROVIDE �- ADJUST DECK FLUTES -' EXBEARING I T AS REQ'D TO ACHIEVE - OF FRAM NG ---- - ._. --``_-_ _,4. ,: .•. I BEARING ON BEAMS-�_- --- � '�-_-- LOCATE W8x10 BM 411 FROM 36N WIDE PANEL FOR NEW DECK EDGE OF WNG, UNO r- -- FIELD VERIFY FOR EXISTING DECK - FOR D114" FOR D > 24" TYPICAL ROOF DECK WELDING TYPICAL ED QF_OPENINGS—PLAN VIEW TYPICAL-ROOF OP NIN 5 INFILL—PLAN VIEW {, .. DETAIL A _ _ DETAIL 8 _ DETAIL C - NO SCALE NO SCALE NO SCALE .j. AL IGN - -� SKYLIGHT FRAME - �' SKYLIGHT FRAME ---- SKYLIGHT FRAME R - FIELD TRW AS REQ'D FOR ALIGNMENT, CP FLANGES CP FLANGES ,mss _A1' • �•s \ (2) V4"# ERECTION BOLTS W/'%"# HOLES iN W8 \ AND 1V44 HOLES IN It W/OVERSIZE WASHERS AS REQ'D TON � W8 4 TS8x6 -WELD RAFTER --F\--WELD AFTER ALOWENT A:'r,N&4T W AT ; \ -f� T58x6x% TS&S _ _ EL 270.667 % — EL 270,667 EL 270.K7 WELD AFTER ALIGNING TS AND AFTER PLACING ROOFDECK, `-'----�ROOFING, AND SUSPENDED CEILNG FRAMING; ALLOW Y4" ! a DEFLECTION FROM SK YL IGH T WE IGH T - 18 GA BENT R ' _ TRACK F ► EXISTNG tri" i+ - - - -- -O W �j 0 71am (goal i ' - -- CP METAL DECK-- � .� Q o 22" . > /ROOF DECK / 1/2" AX �--WP CP FLANGES: WELD — SEE DETAIL A li NP MP '0b Y� CUT - :WELD BEFORE _�- ALIGNING TS �L N•ill — — VA — _ '; L VARIES EL VARIES POORP ti i FIELD MEASURE Wbx13— i I FIELD MEASURE — ERECTION BOLTS �� I / �1c 6 W8x13 SEE , + WSx13 SEE M6 _ + AS REQ'D BY SECTION D I SECTION D �Y4 CONTRACTOR EXISTING OPEN FUR DETAILS - + I FOR DETAILS _- -- EXISTING OPEN WEB STEEL J015T ----- \ + � Mn4 + / cl- CP FLANGES: � L-olo " i WEB STEEL JO ST x K 2 BENT R-- 3" - W14 W14 O NOTE: MAKE FINAL ALIGNMENT OF MODIFY JOIST T5 SKYLIGHT FRAME SUPPORT AFTER �— FOR WEB Z BRIDGINIG IN5TAL-LATION OF ALL WEIGHTS ON CONNECTION REQ'D. AS W14 _~ FOR BEAM CONNECTION - FOR BEAM CONNECTION 4 ' ROOF BEAM NROOFDECK, SEE DETAIL B/55.2 CLLJDNG 4 SEE DETAIL 8/55.2 ROOFING, AND SUSPENDED CEILING SEE C/55.2 a - - FRAMING. AVOW V411 DEFLECTION L4x3xV4 SECTION DA, 1 0 12 NOTE: SEE SECTION H/55.7 FROM SKYLIGHT WEIC:>•IT. SHIM ADDITIONAL NOTES z SKYLIGHT FRAME AS REQUIRED. FOR FRAMING AT BEAM & - HIGH POINT �' _ SECTION D SECTION E _ SECTION F SECT ION G " 0 z J I 1 i ' I W Thbd Ami a %ft 91X1 QAWU* IMWVVM 90M z I • i (2W 822-'.x 22 Fax Q= a ADD SPLICE R I ---�- NOTE: DECK NOT SHOWN %x2"x1'-0" iName •- _ T58x6x ROOF DECK- FOR CLARITY. O EACHEXIST / ' Revisions I� PE N TYPICAL AT t _ -j„ RELOCATED OR o FOR CONNECTION TOP 4 BOTTOM/ l,i , EXISTItL SEE PLAN - - \ EXIST WP SEE SECT ION D IST JOIST CHORD = I N _ _ __ _- L-- 1i I -- - - ---- LX 5TING OPE WEB - �# � ,2• W8x13 SEE SECT'ON D STEEL JOIST - - \ __-n1 --�_ o FOR DETAIL) EXISIING JOIST A ANGLE SEE- SEE PLAN; TOP CHORD - - - R Y`tx6x0'-8V:° I N USE CP WELD AT SPLICES o - L21o%2II DECK SUPPORT L40 EXIST CMU o BETWEEN W8 POSTS; LOCATE / \ PLAN SEE 52.6 - \ WALL 6� NF t14I' CP t1AN�5� UNDER DECK FLUTE BM CONN TO \\ _ \ - - - , r-- , r - - L 5x3 LEG ;- L 3x3xV4 w. 004 By Door I'Etin J \\ NS 4 FS TRIM EXI5TNG OPEN WEB \ oil SIMILAR TO ' \ I ' Sheet Title ca TOP OF STEEL / DET B/55.2 - \\ LEG AS REQUIRED, STEEL JOIST \ I ` / \ TO CLEAR TOP CHORD \ EL VARIES \C \ 4N "� STEEL SECT � ��-012 L 5x3 UST E W-SEE PLAN _ _ _ - ------__-.-----'-----.__ . _ � \ ( AND DETAILS ..: ILS �. - ._ .--� ._�_ ._�\ •rte � i;. O ' y LOCATE CL WP 3k� 1 NOTE: WHERE ANGLES MUST STOP AT TOP EMs d IS i L F" CHORD TO CLEAR WEB DIAGONALS, - 777 `k• SCE xC110N D OF L 0 PANEL PONT- ADD R V4x2"xO'-4" EACH 50E, -- _ --- - _�-- - - - Or own R F1�� Fok INFORWATION NOTES FIELD WELD TO L AND TO JOIST CMCkN� 11A `�+ •' OP CHORD kb ra.ltt , A� SECTION H SECT IM J DETAIL K DETAIL L Sheet No. y�' z �i 1Pi"=1'-0' .. 11�':1�-�' 1�"=1'-<]" tlh'=1'-�° '' .` �'+�.r•. w U S61 �• 9585 SW WssMnglon Sq Rd r" RUP 94.0 t 49 IF THIS NOTICF.APPFAI S CLEARER THAN THE t1CT 8 1998 WX'UMENT,THE IXX-UMENT IS OF MARGINAL QUALITY. N1Ic 11m;ILNIt:u I�III�IIIIIIIIIIIIIIt�IIIII IIIII�I�IIIIIII'IIIlIi�1�I�lI (�IIIIIIIIIII hnjli�tlii{ 1�1(1,)t�l�i�t I'JI�tIi�rlllll'Ilrilll�llijl IIIIIII�IIIII) I�III(III�II IIIII�I�I�I 117-11 a NONE 96- 1N01 r.e�«a.M IIIlilll IIIIIIIII IIfllrrrllnrTrinlTnlllnl Inllnn nnlrnr rnrlun rulbrn nnlnu Inrlm►Inulun nnlnu unhuiluuln►r nrrhml �/ ,t - - ..r., sA. .a.-„..-. - . • , va i « ,c, .�, y W *;' �. - a >f-t,.1�' r •!{ ' , °i r . MIT. ` r �ywaa' ' .. -�',r,. . • `• '. - i'uA' X..,1� � .A "ti 1 d j” - N^(, p.'' .. 1• `VR -r•' ` 1 "i- q 1 y.:. a , ., • �'�'� - e t0P* . � raw T y2xlflel �- �� 6' _ _6'-1' µIV 6"t EXISTING L2hx2VxN6 BETWEEN ! __ __�, 3 1 NEW iK _ EXISTING J01STS, CUT AT NEML.L END OF T56x1 N DETAIL H METAL DECK I EXISTING CONT11i L3x3x14 _ �h MCA SEE SECTION E -- \ EXIST 1 TAL DECK TOP OF T5 T56x2 TS 6x2 SEE ARCH FOR COPING STUDS EL ?76'-10%1 r - \ TOP OF STEEL EL VARIES c 96 -- , I ALUAINUM \ / „� kt1�i1�1Yi0. P111MAily ! I�ta(er ir1* 1. SEF 50.1 FOR STRUCTURAL (S 64046 -_ �, 3 02 � c, ' MULLIONT r \ 801 Second A1K'iwe, Bleat It, AOTE5 AND MATERIALS I �; a 3 / // •� �. N � � � W12_ Te 1206/G62--360 FSI{ 206� 2. SEE 52.6 FOR ROOF DOTT OF TS -- _ TS6x1 o I FRAMING PLAN. 2701-1111111 EL (2)J1L 2Wx2Vk"xK' -- 'f 1 - --- TOP OF y� .1�xsa = e - -' OP / 011) EL VARIES - SHORE EX{SrMK, JOIST --- EX15TING OPEN WEB STEEL ;, • B _ UNTIL NEW FRAMING 15 IN PLACE SEE 51.4 - J015T 4 PLACES ROOF SCREEN WALL f"RAMING PLAN A r — .—ELEVATION ELEVATION 8 ' _ _ ELEVATION=C SECTION 1�"==1'--0" V40=1'-ON V4'=1'-0' ( A A t21"t'x2Y't"x#1c 10" i Sr - a' DECK SUPPORT ANGi E -- I 1'- " FLA�Kf 6 • / � \SEE 5ECTIOMI E I 1'1x3x1'-0' TS6x6 SEE JL2Ytx2Y�Ic1f1 --{CP t 1 FS SECTION E - .S IR / -EXISTING OPEN WED FOR DETAILS I I -_ -__ L2Vh2VhV* DECK JOIST TOP CHORD I I I " U I I I I I /' SUPPORT ANGLE ,--- _ - --- _- WASHN~f� EXISTING 1 I 6 STUDS I I - CP SHIM AS I I > 3 . 2 METAL DECK SEE ELEVATIONS C - I I - T - - -._ - - - REQ'D FOR / I P GROU CELLSSew 'AM VERTYAL r��\-� I I I I I I A ALIGNMENT I I I -� —U--is---`, 1 I ► ► FOOD . _ i. VARRIE (4) 1''4"4 DRILLED N TOP OF STEEL TRIM HORIZONTAL LEG OF _ EXISTMVG JOIST BEARING C DUM S - 4$6 _ -- MAINTAIN TOP OF STl I � � � � I : + EPDXY BOLTS �R V�6 ',\ AS REQ'D FOR CLEARANCE FOR SCREEN F1 /� �� GA=6 FOR JL 2x2 WALL f � __ - I W12 -- I • EXISTING L3x3 AND t1'6r ..+ •I 121dnc2Vbc14 FOR SHEAR CONNIECi ION WI - SEE 2VrxM NOT SHOWN .. SEE 5/55.2-- -- SECTION E 6' FOR CLARITY. !Nm W12 - W12x26 W12DETAILS- %0# '~ -- (2) JL4x4xY4 W/(2) CP --W14 FOR DETAILS- A 1 %0# A32% BOLTS 1+ CP FLANGES W18 A&MILILA _0115 y, VV4 _ WEB SECTION E = _SECTION F __ _ _ _ _ _ SECT ION G _ DETAIL H_ 11_11—OII T56x2xY% z if ILL 'NALL - 6" 20 GAL NOTE: r RADIUS - SEE PLAN STUDS W/1fit" R ANGE5 SEE ARCHITECTURAL FOR o WEING SHIM AS 1 0 16" OC W/6" - 18 GA PRECAST CHAMFER5, - 1 J - FOR DECK � ►- 1 TRA T 4 BOTTOM SEE DETAIL A/S5.3 REQ'D FOR (�)" CK OP REGLETS, PROFILE,1�6N— �` r -El EVA110N - c J - " AND D IMEN51ON5 14c012 1 h 20 GA ROOF DECK i Y4' It.---5`4 DOUBLE - EXTRA - CP-FIELD , I STRONG PPE POST FOR DECK WELDING - �>3 - _ TRIM T56x2 � , 05 0 24" OC VERT - T 15EE OETAL A/55.3 1�1c 012 L3x2xY4---� 3 012 AS REQ'D FOR -T56x2xM6 20 GA SHEET METAL CLOSURE 4 k " _ (LLV) � 3 • 12 - z AL _-- 2"/ SLEEVE GROUT ��-Y4 BENT .�,�— \ _ L I _ CP SHIM AS REQ'D W/NON-SHRW GROUT - _ �--114' -- 20 GA 3. - SECOND FLOOR FOR VEPT ALIGNAENT / METAL ROOF DECK V4N B'_NT It S an •4 0 12" OC i s TOP OF STEEL GROUT SOL 0i _^ 3 .12 + \ �_1 1 . 0 • rl `A EL VARIES 3 BOW BEAM 0 16 OC -1rSc 3 012 I \ " - Vi- x4" HEADED STUDS I �51c3-0 n \ 0 12 OC _ _ 1 i + I (3)s►5 - _- _ - - \ - V4n BENT k 1 J I EXISTING OPEN 8" CMU WALL- -- - � �� R 1'Sx6" CONI J WEB STEEL JOIST W/Y1i"ix4N HEADED _C10 (2)#5 IN BOND BEAM -- STUDS 0 1?" OC LO T11Md /lvanup� X1168 900 Lj a '� -- FCR MISC SOFFET EDGE Soetft WwPAVton 900 5s - SUPPORTS SEE ARCHITECTURAL M& 62?-S= F•t. a L SECT i'ON J _ _ _ SECTION K _ SECTION L SECT ION M Revisions _ �w ,G 4. � r.r V, Cj ►� 2'-8K" 11h" 5' 1µN --�--�--+ • SIN I, MOR1 AR g o -- 4'-0" -- 8' 6N -- BEHIND IE FOR & L NF ADOEP M NO.2` NOTE: SEE SECTION P 10" , -- o FULL. BEARING Me. Date By Oeeari'ties FOR CONTINIJ�TION I �I - ( � I ° o c8>1'1'�xSN Sheet Title EXIST 8" CMU WALL e HEADED STUDS STEEL S ECTIO GROUT OR MORTAR � .._ 4e AND DETALS BEHIND t IF REQ'D FOR FUII CONTACT ---- -o � ,- -- i CMU WALJ_ Des i pod K Alt I I Dr m It RukVft Ch#Cttd 6t pea _ DR(1 4 EPDXY GROUT __ - �- - Date jum 1, S" W12Ci1u RETt1iW / (6) Y4" 1 ANCHOR BOLTS - - - Job No ,l'1 _ ✓' WI6- W/6" MIN EMBED =..r...........r.,........«. NOTE: SIGN 4 ADDITIONAL L SUPPORT k . o ------ E lh"x12"zl'-6" ® 'Shen hk�: S6.4 Z 1 SECTION N 0*00N P 9955 SW Nh"hlnplor BUP e1-014e �, • ' ' " ' s se or pe • IF THIS NOTICF.APPEARS CLEARER THAN THE MCT g 1998 (Nx IiMFNT,THE DOCUMENT Is OF MARGINAL QUALITY. p111CROFII,MI?U 1�111�IllII III�1a1111 IIIIIIIIIIIII 11111111 11111 11111IIllTl Ill ! 111I1 101191111 ItIllill 1 I II!1111III111 1111 Jill Jill l i1111111111I am 11111lat Inlllnl Indnu IUlhmhn1lall Ilnlnll �L.In"adnll►nllnu ul!!nn{unh I 9 • a «.+. .. , .��. .. ,,. __ .,. .. -. _ _ -. -.. _q —.......___.__ �. . ... ._ _ .._•____..._.+� --.---._ �....-.yr.-.-...�.�,,...,,r�....«-. _ _ - -.,-'-T-t.__w..-"�__...�'•--•--.r.. -'•-__. ... _ �. .. _.._.-.� _� .. _. _ ._-_ � ..l i[- y, ''," 1, e. p-. r, !�'�q ti�'S ,r.. �. ,�.^� 4 �+y - _ .�1�., 'n'• .e- • � S •��} • •9. •, , Ire-. ') •♦: y ... -ice • � ,+ � _ ,, f� • ... ' ' � -��•' .g•.. ,4t ;;{� :i r :� ., 1'' f t. gL yy. y , ♦ ii Y ,df a ♦ 4' + Al y i. 3 e `f 'A. 7M,� +. Dc � v.�) �u� . 21'-0" 10'-0' 10--00 20'-0" 20 VE RIFY SUPPORT _B DMEN610N VARIES- SEE PLAN w_ ____—__.-------.-- . _ REQUIRED MTN ESCALATOR --- 9" SLAB POCKET _ ,. SWR LOCA TION STAR DRAMIIr>�..-- - - _-� , ..1 VERIFY STAR STRING1rRIS FILL POCKE 1 AFTER ESCALATOR IS SET CONN) CTIONS TO - AY STAR SUMER StR tR TO H G j' SECOND FLOOR —=-� TYPK,A VERM Y -- ------.___�--��-`s'r -�—___ __ 11'-90 ESCALATOR - —- SLAB of ti STRUCTURE BY � _- {' VERIFY . 4' -- f XISTWG FLOOR SIAD STAIR SUPPLER ITII�II .� � � � I Illlllllllllllillll 1111111 ,; aI� _ .--»-- b I I _ `� - - - _ I STAIR ERSTE 32 � ESCWTOR SUP-9RT FRAMNG NOTES: - _- 7 =- �� , �•��"'L../"1._.'�_ � AM HANGERS BADS, x I I I I I I ! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. CONTRACTOR TO FIELD VERIFY ALL EXISTW, STAIR SUPPLER -_-- ��\\ � � �-••-.__-L� - --_ _ CONUITIOW5 /b� DNf1EIr1510N5. k 1RUSS __ �� u u 1� - _ Af0itKtV(4, Plmin4III laterta Dalp ` �T r4 �� 18« OC ;I DRILL 4 EPDXY GROUT _ L _ 7. CONTRACTOR TO VERIFY ALL ESCALATOR ANGLE -- / -- r - _ �/ C--� -- LAYOUTS, D1AEN514N5, LOCATKNJS.REQURED 801 Setorl4 Avenue, SeOttle, �'A �tN Z'I .v._�.�___ _�_-._-- -- -- ____ '_ CLEARANCES, SUPPORT CONDITIONS, WEIGHTS Tr�l 206/f�1.3450 Fa>< 206/343��9,'� T ___-- _- _ -- -_ -_ 3 - AND REACTIONS WITH APPROVED ESCALATOR y �--- EXISTING BEAM 4 I SHOP DRAWINGS BEFORE PURCHA5NG OR 1. SEE THE PRU-CT SPECFICAT06 FOR FURTHER WFORMATIOR FABRICATING STRUCTURAL STEEL. CONTRACTOR ESCALATOR TRUSS ` = 2. SEE ARCHITECTURAL DRAWINGS FOR STAIR LOCATION, DIMENSIONS, AND DETAILS. TO REVIEW STRUCTURAL STEEL SHOP DRAWINGS ,• iti" BEARING R 012" OC 3. FOR SECOND FLOOR FRAMING PLAN SEE 52.2. I BASED ON APPROVED ESCALATOR SHOP DRAWINGS. 4. ANY REQUIRED MEMBERS, CONNECTIONS, SUPPORTS, OR FRAMING NOT SHOWN ON THE , _ STRUCTURAL DRAWINGS ARE THE RLSPONSIBILITY Of: THE 51AR SUPPLER AND CONTRACTOR. 3. FLOOR AROL ND ESCALATOR 15 N01 TO BE PLACED Pmt I UNTIL ESCALATOR IS INSTALLED. MAIN ES AGN—BU IL1 STAIR LAYOUT SECTION A DETAIL B ' NEW SLAB EXISTING SLAB EPDXY-GROUTED DOMEIS � REF SECTION A 4DECK 4 -- ` - -- ---- --j-- - REF PIAN Fll. �-- FELD CONN REF E/55,2 4 F/55.2 EXISTING DECK 4 CONI FILL �A 10 WP - 1 Mp� BEAM REF PLAN - _ f ao WASHMTON 7 CURVED GEAM - - �' - REF PIAN - 10 - _7 Lot o 30 — --- - - �® - ---_ _ f v IAFE o 0 FED GU55ET t 14 12" ' o ; (TYP 3 PLACES) ��' _ EDGE OF I FQw . WP ESCLATOR PIT 1 I' NS 4 FS V4 REMOVE FLANGE N54FS 1 '"=� �I DMEN51ON T FOR BRACING ----- L314"x31h"x14" BRACING 20 CORNER - L314x3lix% BRACWG i - NS t FS GUSSE1 EXISTING BEAM N5 t F5 GUSSET _ N5 l FS NS l FS i �- Yx� 2 3 PLACES Yi EXISTING BEAM r PGw NP- ESCALATOR LAYOUT PLAN N SECT ION C DETAIL D � v x r N w Z E Y't'x3'x1'-p' EXIST SLAB a NS 4 F5 - - -- -__ 01 ' o 01 a EXISTING BEAM o EXI5TWG BEAM I ' � J TYP r— •� ° 3 EXISTING BEAM -� �.. XTYP t�1 TTiMd Avt6nUm fidtlsr 110(1 o 1Yx1O0x1'-0' Z -- TYP t2M 622-5= Fax 12M 822-M a 'Alk v. Revisions , ` SECT ION E _ SECTION F -- e 1"=V-011 SCALE � n- 6/22/94 ao ..�_..__.... 1 r: s 22 94 NF A0EMW No: No. Date Vr Dow 10110 Y Sheet Title cX STEEL SECTIONS - AND DETAILS 1A Z Ori i�fted K IeN! • ., D r t>,rl 0, AOULM Chficked IL !blit ' IDote Am 1L IIm , W 00 Sheet No. �. S6,6 ►:, • .,� r 95D5 SW K'sshington SO Rc Sup 94 0149 y r t 59 of 99 ` ti IF THIS NOTICE APPEARS ULFARER THAN TIM OCT 8 1999 t)OCUMFNIT,THF I)MUMENT IS OF MARGINAL QUALITY. n, WROFI Ian+ ED (Ii1IIIIII11 IIII111III ''IIIIIIIIIII I IIIIIIIIII 11111111111(1 n�1T11�1i111 1111+11�II111 111111t�11111 I�IIIIt�IIIIi IIIIIIIf Ih111 ' Init�1111t1 IIINt�11111r low MSR'N awi► -jL Illlun nnlnn uuluu ulllnu nnluu mbar�nlhm IlHhnl nuhm Ilnlen nlhul ill,. TANI, I 1 ` 4 ►�. r • . t i .� i pt+ Y s t I t "„ - r' • 1 rt. -.M . . .i \� A .. f � }• �� _ .. .. a,a •� w _ h'."v NOTE-if Exiff awdw w ._ PROVIDE L3x3rllkX&.T.All •t w (2) %" # EXP WT4 GROUT CELLS •F)? 6OLT M'" FEEW ANGiE TO X 5 I WG 5UPP T � �1� �T_ {- .� � 3 0"_MA�i— / EXISTING FRAMING REMOVE EDGE Of EXIST REMOVE EDGE Of ExIST / Stff ?L/1N FOR DECK WEiDtNG FOR DECK WELDING FOR DECi� WEtDNG �. ,•t �';w 5LM BACK TO 4. \ SEE NOTES SLAB BACK TO Q 5EE NOTES � SEE NOTES E EXIST BEAM DWG 50.1 1" �1N BEI1RNNx -__ DWG S0,1 2° MIN BEARING - DWG 50.1 2" MIN BEARING ,\ i I , NEW SLAB � _ #4x3''-0" 0 18' OC _ NEW SLAB I EX16TWj SLAB --------.� EXISTING SLAB - - SEE FRAMING PLAN SEf FRAMING PLAN ExtS1NJG 5L118 ---_. _ � � 9 . -- �.------ NEW SUB � � ---- Of ILL SLAB 10 WITCH ,. SEE FkAMtNu PLAN . � __ � �______ � _ t_ ____ �`ti. __ b �_.�" EXISTING SLAB TNtCK1�ES5c � i - - -=�- � _ _..__._.._ ---- ---- � � SEE FRAMING PLAN NOTES Y _ _ _ ,1 i •„ FOR CONCRETE 4 DECK ,[ - �_-- < E k4 ttxtu►e, Pllwti \ Y —� TO EXIST BEAXI L4x3x% (LLV) FOR L = 6'-0' DRILL 4 EXPDXY / t V4"01t* (CONT) "-- - L3x3xY4 (LLV) FOR L = 4'-0" 801 Second Avel'm, So4tt'le, �-- V." 5T IFFE:NE_R P -- y Tel 206/682-3(00 Fox 146 ' � NOTE: DECK SPAN GROUT DOWELS --��" VARIES FRAMING PLAN 0 3'--0" OC (f) _ It TO EXIST • T/� BEAM t TYPICAL WALL OPENING INFILL { SECT ION A SECT ION B SECT ION C DETA IL D 1- "-_1'-0" 1�"--1'-0-s" �� NO SCALE V°t"=1'-0" .'�`' ' POST- SLOTTED - �, 1 GUSSET PL h" . I I CENTERED ON ' - STIFF PL Y4" I I COL *6 � EACH SIDE wF (SEE PLAN) I 1" VAX i , 1 `53x3 SLOTTEI SEE PIAN 4 5TD BM CONN DET ON 55.2 FOR BM hk8 ' SEE PLAN / --------- -------- � � N SEE DET;, p/55.2 I �- CONN INFO NOT SHOWN- %6 v - (SIMILAR) ---- ----- - ik WA r - w N „ I �I i /� � METAL DECK NOT w I � I SHOWN FOR CLARITY-,DET F �w I I NOTE: SLAB NOT SHOwN SW ��-SEE SECTION N/55.2 -� SEE PLAN r �' _. i / WP— BASE R �b"x5"X5" \ - - E €• \ ��t�-- TYP � 1A6 1 4" / �� \ , � � \ � ERECTION BOLT BY CONTRACTOR + I niQ� } f tP} 1,4 4N-- ' ERECTION / � BOAT, TYP J , ERRECTION BOLTS AT OPTION 30 MAX Vi /cill -- / / SSE1 PL �1" \\ \ Y4 N pift OF CONTRACTORS, SIZE BASE V4 µ -- / GU [ AS REQUIRED y4 MAX / CENTER UNDER \ '� _J2" IM!NMttU1� PACS DET G DET (: / / BEAM 11EB-- \ �, .- TS3x3 SLOTTED, OPP H%hD T YP / PL4x4x% CENTEREDi� N \ � r '• F � r \ _ UNDER BM wE8 u L \ L3x3xV4 v � x DETAIL E DETAIL F DETAIL G DETAIL H k: a — -� — � _ - - = No SCALE — No SCALE ND SCALE :� .'=• ~ NO SCALE , y. ~ STAIR OPENING SEE PUNS EDGE OF METAL DECK ill F w WT5x22.5 SPANNING BTWN 2 DECK WTix22.5 SPANNING BTY�I 2 DE(:K ` Nt4,3�� " •`- j `r;i'' ,:; FLUTES W/ (2) V4"# HILTI EXP FLUTES W/ (2) V4"/ HCTI EXP BOLTS OR EQUAL M EACH FLUTE BEAM - BOLTS OR EQUAL IN EACH FWTE , H W 3Y4" EMBED - WWF / SEE PLAN W/ 3Y4 EMBED ° s -- ` STEEL STAR 4 CONNECTION \ FOR METAL DECK NOT TO FLOOR FRAMING BY F \ DIRECTION SHCWh FOR CLARITY —x x xk' _� _34P�F STEEL EL STAR SUPPLIER - : , int . • ' Y4 2 —DECK C+oraelr�wv.B101M ru Y4�� TYP TYP � Y4 � N EA END %6 I* ` PL 14" SEE PLAN N VAR ES �. 1701 Thrd of ve IA SUlte 900 / .xieWtHet W�sN Vcn SIM z TYP 4k 11h \ - ._L3x3zv� W/ - n 1 EA END 4 lvv - ERECTION BOLT Q06J B?2-5W FaX Y- �_ TYP � M4--�1Y� 1 I � EA END 0 4'-0" L3x3xY4 � . MAX PL %"J �4 , {- <� 1 R 14"x5"---, 1 \ OC A -- TYP tA V) L3x3xV4 W/ l \ M6 - FOR FLOOR FRAMING Rev i inns o `r' l , ERECTION BOLT ;� SEE PLANS EA END 0 4'-0" R " oc MAX SEE ARCH FOR EL SECTION L DETAIL M _ • BOTH _ ' --C6x8.2 NO SCALE NO SCALE SIDE5 %6 SEE ARCH FOR Elb -�� C642 BOTH _ ? o SIDES No. Ods Doer 1 4''_0' -1'-6' , /% 4'__0" 1'-6" \� FLOOR SLAB (SEE PLANS) , 4 / TYP MAX \ / TYP MAX 1 v ' ANGLES - ` ANGLES FLR 1 Sheet Title STEEL. SECTIONS s} _ ANGLE BRAG= I L5x5x%4 W/ (4) `N s� I I - -ANGLE BRACE I � / EXP BOLTS V4"R (TV) AND DETo�`..S EA END OF / \ EA END OF / TS // \ TS // (1 BOLT/FLUTE) - ( BOLT INTO TWO � 1 %� t` (T�) ' -,- -- - ---- -- \ -C6 ^---- M i FW TES ON EA . -------- —-- SIDE Of BRACE Zo t 11h � 1� EA END _ „ Desized It ftu ' BEAM BEYOND - L3xuh Or am t r ' TYPICAL CURTAIN WALL � EAM TYPICAL CURTAIN WALDR�ICE SLAB cne�tna . K ' — Doti Job 1b. SECT ION J SECTION K DETAIL N she.Np x NO SCALE NO 5CALl - - NO SCAM a 95115 SW Washington Sq Rd atip 94 0149 60 of qA Lou IF THIS NOTICK AMARS CLEARER THAN THP. OCT 8 1998 Ixx'LIMP,NT,THdDOCl1MR14TISOPMARGINAI,Ql1ALITY' N11('110FILNI :,1) I�IIIIIIIIIII IIIIII��IItII Ilt�t�t�tllll I III�tIt�tlt�t IIIIIII�IIIII I Ilri►IIIIII�1 I t�II��I�IIIIi 1 IIIIIII�IIIII t I�IIIIiIl�lfl I�I�I�I�t�ij{� I�I�I�I�I�If t�t�t�►�t(!I�I� tIIIIIII tuthiu unluuhildutllnnlnutlntlmt nnlnn nnhnt tniltnt nnhut►tnitmilrnlntt nnlnu ttttlnt� I�tlnn tinln�t►intim mllmtmtttlrn �ttllm nlnll ntthtu uNlnr• ttllx;it mh minp a�hn tlu►1 atdnn ul! f _T77,77 7 YJ EXIST 12" CMU WALL _ EXIST i C603 W/%, 1 WOWED 1---- K"x1'-2' (t1 NOTCH N •� � ,r TOP 4 DOTT FlAN6E5 DOLTS 012' OC DRILL 4 EPDXY GROUT (� EXIST V12 GROUT FILL CELLS -- ---- -__-1_ ., EXIST &A • GUARDRAIL rHANNFL C6 5EE ARCH I . W 55 DOLT 0 11" OC ___ -- _-- _- ---______ ._ _ -Wit HOLE N WT r A ,� EXIST L IT � '1.S ' I C Fill II' M1T 012' OC - - -- -- - O o TACK HELD EX►51 12" _ .. .____ .--_ CH OUT SLAB �I CMU WALL / -A r-1r I FOR NUT Arch(talere, Planing ! 1etNlorrj� 801 Seco►11 Avenue, Seat«It, VA Tel 206/682-3460 Fu 206f 34S.M low G6 � ! i i `' ' ° vii. •+ / -- L6x4x% / EXIST W71 V4 -- FOR FRAMING �•: VERT Lb; _ _ _ -__ - SEE PLAN ., TO *5 K -� CP "x3"x2'--t;" 14,4-0112 HORIZ LEG TO FLANGE 1 s / e •0 ". DETAIL A _ SECT ION 8 _ _ SECTION C SECTION D 1-0" 1"-1'-O" - 1"_11_0" 3"_11-0" ` j. v wASHNGT .' Scmu,� . f IE TO MATCH W8 FLANGE -11Mom I ?e4 0 TOP — --- - -- L3x3xV4 - EXIST ROOF DECK ►I - EX15T WF WHERE REQ'D W/ V't"1x4 R STUDS 0 " - EXIST BEAM �` pcpk SEE PLAN EL 170.661_ I 44 0 12' DRIL1 0 EPDXY GROUT % ��= --- - r ' P • L4x4x% -EXIST SLAB y 1 _ r / - - L2Vtx2VtxV4 HANGERS SEE PLAN 52.3 _ ______ _.__v__._, - 14411t - tom l A 0 36" OC ' #� . f' SEE DET C/55.2 , ------- •°r C45.4W8x13 - - --�� WEB-SEE H/55It TO MATCH M 2 ! W STIFF I? N5 4 F5 - 1-- - -- -- - NOTE: SEE DET 2/A7.2 Vi 0 12 CP FOR ADDITIONAL INFORMATION CP FLANGES Y� t e WEB GRIND SMOOTH J I NOTE: SEE SECTION D/55.3 I- TO MATCH --- FOR INFORMATION NOT SHOW V6 FLANGE _I ^ `- tic f. la..+sg N SECT ISE s - _ __ SECTION F _ ___�_ _ SECT ION G SECT ION H ; 0 1V4"-1`-0" 1"-i'-0" 1Vi°-1 -On 1"=11_0" a '� i 2M T*d Amme SiuWte 900 a o Seerne, Wrel*Uton 9601 , N z QM 822-58122 Fou QW 622,M a. •i�l Y J Revisions" r J r, J I� 6 22 94 -NF ADDDCW 110.2 - l:w NO. Data ti DaaripliM r m Sheet Title STEEL SECTIONS AND DETAILS U f' Des i Ined K Fett ..�.rn...e..�.. 1, 11, .r: Drown 0. alis ' '_ ;.1. Checked K AW f J g Dot a dun s. Job No, 61" l.J - � Sheet No. S6.7 9565 SW Washington Sq R1 6•* °' r; OUP 91-0140 " 61 of 96 IF THIS NOTICE APPEARS CLF.ARF.R THAN THF. om 8 1998 MKAIMF.NT,THFDOCUMENT F(iFMARCINALQUALITY. Njj(,jjoj,jj,l%1E1) QD lIIII�II�IiI II I�I��IIII IIIIIII�IIIII I IIIIIII�IIIII IIIIIIl11III1 I r� If�l�l�l�i'I IIIIIII�IIiII I�I�III�IIIII I�IIIII�t�ili IIIIIIi�l�llli 1 I�1II�IIIIII) Illlt�lll�t JIIIIII11�1111 IIIIIIIIIIIIIIIIIII IIIIIIIlI IIIIIIIIIIIIIIIIII IIIIIIHI I!Illilll IIIIIiI!!I!IIIIIIIIII!IIIIII I!Illial l!IIIIIII�I!Illlllt 1!I'dUIIIIIII!IIIIH►IIIU'AIf11111rfn1!1!!!I tHllllll INIIIIU IIIIIIIfl IIIIIII1111i1I1111 1111101�OIIIIl1 IIIIIIih IIIfltlll 111111 r ( W) CV.1 H V Cu F I( S _ RIII EIII I) P --) D N�:III�I 5- M�.III!2 C___�IIIIIIM.1 .1 '——C- --1— III O a. _. L T (N) 26"X26" SMOKE EXH. DUCT UP TO Im SM-2 ON ROOF 28"0 --U-N-I-T6 RELOCATED IL NEATER TED UNIT H HEATER — U3—H- -�UU� A)- - ---- - Architectura, Planning, dInte_6 oi Design 801 Second Aver Seattle, WA 98104 Tel 206/682-34t)U Fox 206/343-9388 (N) 50" "24" \ RELOCATED UNIT HEATER (N) 50"X24" FROM 2ND LVL. NEW SMOKE EXHAUST DUCT (TYPICAL) -��- 24"0 2 "1 K AMPERMIC FTYOPLg P.0.1C N 20"X18" (E) 24"� - - - - - - — 36"X20' r(E� 20'X14 — — — — — — — , 16"0 L — — — — - - — - -- -- — _---. III( 1=:: :•.1•II�I��I II�'..8, - C 13 -- -- II(IIIIIIII Oo 0.:: .. IIIIIlIIIIIII e_ _\`IIIIIIIIIIII \\I Na I� �-.C. �IjIIIII.II. IIIII(II nl�lInln�in�ni1:Nl�nos'nw�in�nln�wn�.�Kn�`�n�h-�nI' �el�l \�u i�l_Oli��IIl- �--i•1II�I��I II�I�I�n-tIIT �-1.__•-��=IrI�_—ry Ij-�_Io_—�-f_� —�I�1—__�1►��—hl�Tl rJ II I III I tt.�l�,j.\i l� -• �-1 III I — -+I lI I _— ;Q V '>a �^ ' ;fj•�'_, _ -----W- -_ A--- S -S - H- — I —N- . G- T A O NSMOKE EXH. 18 m DUCT UP TO -3 ON ROOFFP SM O 18"X12"14"0 SQUARE2 o O O o 0 0 O 1oRET. GR. 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SP*#=.CA.9WM (110) 111140-2233 9SW wgWn Sq Rd Mp"449 S2d99 IF THIS NOTICZ APPEARS( LFARIR THAN THF QCl 81998 D(X'UMF:NT.THE DOCUMENT IS OF MARGINAL QUALITY. M a8 ndlul nclhm nubni I�i�►In r ., �� E D) -- F S R E 4 P D N.5 M. C M.1 M B L A - . 600 � I CFM I PLANSEE PA TIALA OVf. F 'OOR I '� C O N F . (( THIS I BOX IS FOR , CONTINUATION ----"1 ROOM SEC RITY OFFICE I ! _ ' 60Q FP CFM FP MATCH LINE Al 'Q 77THIS SHEET - - _ --- - - lotF _ . o . _ . _ . - . - _ _- _ _. 1 eH NOTE: H. .A. c O g g p IN THIS OOM I,, f NIC _ _ 1 __ __ _ � _ _ _ _ __ T STAT �OR UH--B, I t T 9 ANDI 1 U C_ I'd 14 X 14" EXH, DUCT I I I — - I �._ —_� - — - �--- —+� I —{__ _ I --- -- --- Architecture Planning, do Interior De UP FF 3 ON ROOF I 1 � ►� �I � , �' C - • I 801 Second Avenue, Seattle, WA 98104 Tel 206/682 -3460 Fax 206/343-9388 1 4 1 4 - ! ROOM I _ - L_ __ �Ir - -- � - - - OPENING ® I (N) 50"X2e ON. u ,• T W/ D. I TO 1ST. LEVEL. 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ME`Z FOOD C O U R T TYPICAL UP TO = ' r I N EFIV-0j — _— o ---- _ _ —� t r---Z 1 TIGARD, OREGON tj lCD E •8" C ISL WA R' - - _ WA ER �U .I ANC SU AND E.T. � OF 2E C MAAA A +I — R _ TO FAN R OMWALI 14 18X12 S,DF v I 8001 C_FMPPLY I I a R TURN I i 10" FOR, I AIR LOTS B ( I L ARC TRADFj C31 I - - I --Exls 8" c lL a CF - 1s" `�/INMAR PACIFIC, INC, WATERSUP. ANO RET. TO BE I I " I R AN .. . I - � ` 10 _ I I EM ED I - 18X12 SIDE (SEE ABOVE) I WALL SUPPLY "0 800 CFM _ — --1 •• . ' : . . 1s"mom ' . • . . ' . . ' p 300 0 0 o I' 0 16,0 o O o �A 1 F E PER I CFM'' 0 130Q o • 16"0- ticti I t : CFM s- I 20''0 ! III I - 1300 `t VERI IT. DUCT LOCAT!ON CFM \ SFP 1300 FP I L. I II �+ ANDl AS REQUIRED TO 16 p ' 1.,00 .. 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LL�fIIIIIIIIIIIIIIII.__•.�.-__:._._:.a-...—;�..,_--.:;_•i.:_;+,'J.1I�III-IIi!IiIIIIIIIIIi : �,'��,�I;iIIIIIIIIIIII!I — _ Ii.I `' CIII III —�--{'IIII.—_- —�s.,_U-r—o.+►BIi -- 1 o-z L� `1I -_- — _ _ --�--- __—-C-- -_ --_O_ -- —_- U 0. TIGARD, ORE G_- _O a_— N _ . J . _ . _ . _ . 1 .(33}_ - - - - - - - 5: k 1 M 2W» T ,r r ) ) 1:8 I I I I I I II nMU.4-PLY� OUCTw/oowiacx ON TO IST. D A FORt 77—777 &/INMAR PACIFIC, I CD M201 333 301 1:8 — — — _ _ I_ - . _ . — . _ ISTN EXtSTL SECOND FLOOR MEZZANINE 1/161 11-01 U . _J . Revisions 11 _ ALL EXISTING FANS NOT SHOWN ON THIS PLAN SHALL BE REMOVED AND COVERED (SEE ARCH. DETAII._ No. Dou 9r a; 20/A 4.3). Sheet Title ROOFPLAN, SECOND FLOOR _ _ MEZ AND_ �#avloFo AND PARTIAL 1 `% T . FLR . MEZ_—NZ -C—. Designed LF S $A Drown AB -L . _J . 1 . UA Cheded LFS Date JUNE �194 APRVED BY 'HECKEoL FS DATE Job No. 92 05.6 4 9 4 N Sheet No. ”- AB OVERALL RO0 - PLAN KMI ENQIMENs c, TING ENGINEERS M _ 3 1090 UUREl. AVT. FE S- Ma5.cA90e o %310) 941-22.331/16 95e6swW„Ik,gfor3q Rd ®UP 94-049 F4 or 9e IF THIS NOTICE APPEARS CLEARER THAM YHFOCT 81998 txx•IMNr,THF DOCUMENT IS OF MARGINAL QUALTY. N11CUOFI1MED RT*, 0 — , - a t�llijl�il illhihil�l It t{t{tl�lt{t{t I r{t{t{t�l{I{t!I tlilllillllli r{rlritfr�t{� t{tllltll{rll I{lllltlr111i I rtllt{1ltllll III{Illlt{rill t Ililllllllllt tltltlt►IIII� ntlutt.nnitm nnhntlt�nhnthntltrtt lutlm�tntlnn tminn nnl�ui mihnt 1n ill INlllll IIIIIIIIIIIIIII1111 IIIIIIIIIIIIIIIIIIIIIIIiI11111HIItIllthltllllll lilllllli 11111111 11111111 1111111;11t,thm I�nl►tn,Inhru unhm nnhm colli wwwww NOTE: CURB AND FLASHING BY ARCH. TRADFS. COUNTER-FLASHING - - MTL. STUD & BY A/C CQNTkACTOR -� GYP. BD. WALI MECHANICAL AIR DUCT ANGLE IRON FLASHING FASTENERS (TYP.) (WHERE APPLICABI i ,\ COLLAR (NOT CAST IN WALL) ---INSULATION MEDIUM PRESSURE SHT•MTL. BRANCH DUCT, (TYPJ - _ -- --FIRE CURTAIN SEAL JOINT W/HIGH I r-• PRESSURE DUCT MECHANICAL SEALER - -- ----- — FASTENERS Architecture, Planning. & Interior Design CONICAL TAP 1N10 GA. SLEEVE 801 Second Avenue, Seattle, WA 98104 LINED PLENUM �� _ 7 � BOLT FAN BASE TO - _ —— Tel 206/682-3460 Fax 206/343-9388 CURB (4 SIDES) F — — SUPPLI AIR DUCT DAMPER ACTUATOR i "%� FLASH & F-LASH 24"X24" ACCESS DOOR SPIN-IN W/DAMPER VOLUME COUNTER REGULATOR- I CURB MIN. HEIGHT 12" ORLA S SHOWN ON FLEX. DUCT (MAX. ?'-0') , --� —T -1' LINING 8'-0' ZONE CONTROL / DOWNSTREAM OF BOX (WHERE APPLICABLE) _--_ - T-BAR W/HANGFR BOX ---- - ROOFING COORDINATE W/ ROOF ARCH. DRAWINGS --- LOW PRESSURE CANT STRIP NOTES: DUCT (TYPJ SEE BACK--DRAFT 1 . SEE ARCHITECTURAL PLANS FOR - CEILING TILE PLAN FOR CONT. DAMPER WALL FIRE RATING --- CEILING DIFFUSER & DUCT 2. FIRE RATING OF FIRE CURTAIN/FIRE- FILL'-:R PANEL DAMPER SHALL BE EQUIVALENT TO LINE EXH. DUCT THE FIRE RATINGS OF WALL IT IS MIN. 10'-0" INSTALLED IN. 3. FIRE CURTAIN SHALL HAVE UL LABEL. 1 1 4. SLEEVE, FIRE CURTAIN AND ANGLE IRON COLLAR SHALL BE IN ACCORDANCE i NIHT THE CITY CODE REQUIREMENT. EDGE OF EXHAUST FAN SHOULD BE AT LEAST 10' -0" FROM EDGE OF OUTSIDE AIR INTAKE W A S HT N G T a Nor i SCALE SCALE SCALE SCALE S Q U A R E CEILING DIFFUSER DETAIL FAN POWERED BOX DETAIL EXHAUST FAN DETAIL NONE FIRE CURTAIN DETAIL NONE NONE A NONE FOOD CURT 6'-0" HIGH TIGARD, OREGON DUCT. SIZE DISCHARGE TO O 2500 FPM �- GREENHECK MODEL CUBE 4 SUPPORT AS GREASE HOOD EXHAUST FAN 3 1/2" MIN CLEARANCE BETWEEN REQUIRED - _ SIZE TO FIT HOOD ALL & EDGE OF EXTENDED DRIVE HEATING SECTION SHAFT--- FORiO DOOR HANDLE - ® 16 1 GA„ANGLE 1/(TYP.) ROOF — WINMAR PACIFIC, INC. -� GREENHECK MODULAR SUPPLY SWITCH BOX UNIT GREASE HOOD SUPPLY AIR _ ACCESS DOOR CLG. MAKE--UP UNIT WITH HEATER -SUPPORT BRACKET \- SASH LUCK �------- SIZE TO FIT HOOD I \ 1500 FT/MIN -- - A MINIMUM AIR -MAKE UP 1 VELOCITY AIR DUCT � 2 500 FT/MAX AIR VELOCITY -/ SEE SCHrDULE -- FRONT ELEVATION - --- — FOR EXHAUST AIR' HOOD__ / NOTE: SERIES 5000 DAMPER INSTALLATION OF HOODS, MAKE I BUILT IN STAT. UP AIR, AND EXHAUST SYSTEMS SHALL BE BY TENANT AT DISCONNET SWITCH BY TENANT'S EXPENSE, ALL ELECT. CONTRACTOR NEOPRENE GASKET CUTTING AND ROOFING SHALL \ WITH LANDLORD `-MOTOR MOUNTING BRACKET (NP.) A/C/ DUCT _ BE COORDINATED W/INSULATION `MOTOR ACTUATOR COOKING EQUIPMENT FLOOR- ------- ---- -----p..,. - -- 22 GA. SANDWICH TYPE SASH LOCK -, ACCESS DOOR W/1" \ ('r'P•) INSULATION. (TO BE ACCESS DOOR REMOVED 10 INSIDE HANDLE SCHEDULE OF DUCT) --- SECTION A 1 . MOTOR MOUNTED ON STAND-OFF BRACKET. "DUCT MATE" TYPE EXH. CFM MAKE UP AIR CONNECTION CAN BE USED IF PLASTIC CLIPS ARE USED (PER U.L.) 1000 OR LESS 0 _ 2. SWITCH LOCATION TO BE COORDINATED PRIOR TO FABRICATION 1000 TO 2000 507 3. OPTIONAL 1 112- X 2 5/8" 16 GA. ANGLE MAY BE REQUIRED FOR 2 HOUR SEPARATIONS. 2000 TO 3000 809 4. BE SURE TO MOUNT DAMPER DRIVE ARM 3 112" MIN. FROM WALL. Revisions . SCALE SCALE - SS DOOR DETAIL F OOD COURT SUPPLY AND EXHAUST SYSTEM SCALE L� ELECTRIC UNIT IIEATER DFTAIL SCALE COMBINATION FIRE/SMOKE DAMPER DETAIL A/C/ DUCT ACCESS NONE 1� NONE i NONE NONE No. Date By Deeatptlan SheetTitle DETAILS W0 PROIr Designed LFS ♦E '� � Drawn AB M 1-- Checked LFS Date JUNE 1, 1994 tSSL'r DA .3 1/4/9 41 APPRb 4D BY CHECKED L F S DA Job No. - 92065.05.6 _ -- NON,1 �. . 4 . Aa Sheet No. KW ENGMERS CONSULTING ENGINEFPS -- M 4 10903 LAUREL AVE. SANYA FE SPRINMCA.90e70 (310) 041-2233 WS SW Weshmplon Sq RA RUP 94.0149 _ r 9S o/9A IF THIS NOTI(-F.APPEARS( LFARFR THAN TNF. tJCT 8 1998 [HWUMF.NT,THF.DOCUMENT IS OF MARGINAL QUALITY. lowl�i ii I�I��al II II►It�t��{t�l I t{�{I{I�i{I{� i{Iil{t{i{i{� r�ti�ii�I�t�I t�l{Itt�i{I{i I�I�i�t�t1t�t t�t�i�l�t�lii i i{I{i{I�I{I�I�I I I{i{i�l{I{i{i��I{i{I�I� ,...It nnitm u111na 1luhrn tulhnt uduu nnlnnuulhm uulal Ad- r. �•„•'"1'+Tn-'ew'�".^IiR^i^V!4 S�.r»RIR�O!^w.. .. ..Tw P"w�^'.,,_. AN SCHEDULE _ -- - -- - ---_-T -___-- FAN MOTOR MFGR AND -- -_I_--_T- -- OPERATING MARK _ MODEL N0, TYPE SERVICE LOCATION CFM IN W.C. RPM DRIVE N.P. RPM VOLTS PHASE CYCLE WEIGHT LBS REMARKS SHELDONS AIR FOIL NORTH - - -^ r- �� IQ �F � D -- - + NOTES: IF i MF 49DWDI CLASS II PORTION AN R00 70,000 5.5 887 BELT 100 1750 460 3 60 12,000 SMIDONS AIR FOIL SOUTH D t . HVAC - TENANTS IN BOTH FOOD COURT AND LOWER LEVEL SHOPS 4 WDI CLASS 11 PORTION AN R00 70,000 5.5 887 BELT t00 t750 460 3 60 12,000 _, . e SHALL BE FURNISHED SUPPLY AIP TO THEIR PREMISES. TENANTS WILL ENN DYNA RELIEF BE RESPONSIBLE FOR DUCTWORK, AIR DISTRIBUTION AND INSULATION FAN LC--72 CENTRIFUGAL AIR ROOF 31,500 .0" 202 BELT 5 1750 480 3 60 2000 EXISTING TO REMAIN DOWNSTREAM OF TERMINAL DUCT CONNECTION TO MEDIUM PRESSURE DUCT, FAN VAV TERMINAL, ELECTRIC DUCT HE=ATER AND PNEUMATIC GR ENHECK ENTRANCE ENTRANCE W LINE T'STAT INTERLOCKED 8S�-90-3 INLINE HEATER CEILING 800 .5 1695 BELT t/3 1750 120 t 60 100 WITH DH-1 THERMOSTAT FURNISHED BY LANDLORD AT TENANT'S EXPENSE., WITHIN --- -- - -- - LEASED PREMISES. F GREENHECK ROOF ELECTRIC -- W/ROOF CURB BACK DRAFT Ge-140-5 EXHAUSTER ROOM ROOF 2,000 .5" 1250 BELT 3/4 1750 480 3 60 200 DAMPER AND T'STAT. ----- 2. HOOD EXHAUST SYSTEMS COMPLETE WITH MAKE--UP AIR F GREENHEC ROOF ELECTRIC ROOF 1,000 .5" 1150 BELT 1/4 1750 120 1 60 180 W/ROOF CURB BACK DRAFT _ 3 GB-120-4 EXHAUSTER ROOM DAMPER AND T'STAT. _ SHALL BE FURNISHED AND INSTALLED BY FOOD T �D T GREENHECK ROOF TOILET _ IN L K WITH COURT TENANTS. ALL ROOF PENETRATIONS BY TENANT ROOF 900 5" 1090 BELT 1/4 1750 120 1 60 180 F- Q - I E-CL. K, I _ 2 GB-120- 4 EXHAUSTER ROOMS _ Koh �U �,�•D. _ _ FOR HOOD EXHAUSTS, SMOKE EXHAUST SYSTEMS, GAS PIPING, M GREENHECK ROOF SM E EVA - - - -- - - _ __8.6.:; - _ VENTS ETC. SHALL BE REPAIRED BY TENANT AT HIS EXPENSE. Architecture, Planning, k Interior Design 1 HRu a B-300-5 EXHAUSTER I T. F ROOF 9,500 1.25" 830 BELT 7.5 1750 480 -3 60 350 I J (EKE it RCGTIEL _ TENANT IS REQUIRED TO USE MALL ROOFING CONTRACTOR TO 801 Second Avenue, Seattle, WA 98104 - - - - W C`T1 -`0.D-. Tel 206 682-3460 Fax 206 543-9388 AND GREENHECK ROOF MALL ROOF 25,000 .75" 390 BELT 10 1750 480 3 60 700 I [R RG NC��CI PA EL MAKE REPAIRS. � �' 5 6 B-540- 7 EXHAUSTER SMOKE EVAC - - - F GREENHECK ROOF TRAY w/ROOF CURB, BACK DRAFT _ 4 G8-140 EXHAUSTER WASH ROOF 2000 -15 1405 BELT 3,/4 1750 460 3 60 300 DAMPER do ST. STL. DUCT 3. SMOKE EXHAUST SYSTEM: YSTEM: F GREENHECK ROOF MEZZ - -� _ - W/ROOF CURB, BACK DRAFT A. SMOKE EXHAUST SYSTEMS IN FOOD COURT TENANT SPACE - 5 GS-50 EXHAUSTER TOILET ROOF 400 400 1280 BELT 1/2 1750 480 3 60 300 - DAMPER. - - AND SECOND LEVEL TENANTS SHALL BE INSTALLED TOTALLY _ _ - --- _ ---- - --- - - -�-- - BY TENANT. . ADD SEISMIC RESTRAIN TO EXISTING UNIT. UNIT AND DUCT HEATER SCHEDULE B TENADNT PA H SLF-ORO HDEE PURPOSE OF EXHAUSTTO LEVEL CONNECTION TO DUCT AND SMOKE FIRE DAMPERS PROVIDED R1' LANDLORD AT TENANT'S EXPENSE. MFGR AND THROW IN CAPACITY TEMP. FAN MARK MODEL NO. CFM FEET KW RISE F H.P. VOLTS PHASE REMARKS �- - ---- - - - ----- -- - 4. SPRINKLER FLOW WILL ACTIVATE SUPPLY SMOKE DAMP AN H ILC 735 33 12 52 - 480 3 EXISTING TO REMAIN 1 360-12 RESPECTIVE SMOKE EXHAUST FAN. ? 360 5 LG 460 32 - 5 35 - 480 3 EXISTING TO REMAIN_ _ _ _ 5, SMOKE DETECTORS WILL ACTIVATE RESPECTIVE AREA SMOKE EXH. FAN. H ILG 460 32 5 35 - 480 3 EXISTING TO REMAIN - - J SMOKE FIRE DAMPERS '4:11 CLOSE ON RESPECTIVE SUPPLY DUCT AND 360-5 _ _ __ _ _ REST OF THE SYSTEM WII.L OPERATE NORMALLY. SEE FIRE DETECTION AND H ILG ALARM SYSTEM SPEC. 16721 FOR DETAILS. 4 360-5 460 32 5 35 -- 480 3 EXISTING TO REMAIN H H MARKEL W/ REMOTE T'STAT MODEL TWt2o AND P1 3480 6. SMOKE DAMPER IN THE SUPPLY DUCTS WILL BE INSTALLED BY LANDLORD, 5 HRU 1p G-3483 700 12 3 32 1/50 277 1 PLASTER TRIM ACCESSORY AND RELAY CONTROLFOR MALL. N MARKEL 400 15 5 35 1/125 480 3 W/BUILT IN T'STAT' 7. TENANT'S SMOKE DAMPER ON THE EXHAUST DUCT WILL BE INSTALLED WASHINGTON 1 1 P-3P5105CA-1 do MTG. BRACKETS _ H THRU MARKEL 400 12 - 3.3 26 1/125 277 1 W/ REMOTE T'STAT MODEL TW120 AND PT3480 _ BY LANDLORD'S CONTRACTOR AT TENANT EXPENSE ON FIRST FLOOR. ' QUARE 12 F14) GIG5103 PLASTER TRIM ACCESSORY AND RELAY CONTROL UH H MARKEL - W/BUILT IN T'STAT' i T 8. SMOKE DETECTORS & INTERLOCK WIRING FURNISHED BY LANDLORD'S t 5 G1 G5105 400 12 5 40 1/125 277 1 & MTG. BRACKETS CONTRACTOR AT TENANT EXPENSE. FOOD COURT I MARKEL - DUCT SIZE v 10 S2 - 480 3 INTERLOCK W/ SF-3 FAN 1 4PI 010-1018-3 18X10 - � 9. REMOVE ALL EXIST. DUCTWORK NOT SHOWN TO REMAIN AS INDICATED ON FLOOR PLANS. TIGARD, OREGON FAN POWERED FOX SCHEDULE BALANCE (H.V.A.C.) SYSTEM TO PREVENT FOOD COURT ODORS FROM :- "[FING THE MAIN MALL AREA. FOOD COURT TENANT'S TO BE NEGATIVE TO MALL. MFGR AND MIN FAN FAN KW FOR, MARK MODEL NO. CFM CFM CFM HP HEATER VOLTS PHASE REMARKS 11 . PROVIDE CUT SHEETS ON ALL EQUIP., GRILLES, DIFFUSERS, LOUVERS FP ANEMOSTAT 3900 975 2000 3/4 10 277 1 PNEUMATIC CONTROL DETECTORS, ETC. TO BE USED ON PROJECT AND SUBMIT FOR APPROVAL. WINMAR PACIFIC, INC, 1 FP4-16 FP ANEMOSTAT 2600 650 1500 1/2 7.5 277 1 PNEUMATIC CONTROL 12. EXACT LOCATION OF THERMOSTAT TO BE COORDINATED IN FIELD. _ 2 FPa_-14 13. PROVIDE ACCESS DOORS IN CEILING FOR SMOKE DAMPERS AND VAV BOXES. FP - ANEMOSTAT 2600 650 1500 1/2 -7.5 277 1 PNEUMATIC CONTROL 3 FP4- 14 (BY ARCH. TRADES) F ANEMOSTAT 43900 975 2000 3/4 - 277 1 PNEUMATIC CONTROL 4 FP4-FQ4-16 FS ANEMOSTAT 3900 975 2000 3/4 10 277 1 PNEUMATIC CONTROL FP4-16 _ FP ANEMOSTAT- 2600 650 1500 112 - 277 1 PNEUMATIC CONTROL 6 FP4-14 FP ANEMOSTAT F 14 2160 540 1500 1/2 10 277 1 PNEUMATIC CONTROL 7 P4- FP ANEMOSTAT g FP4-16 3900 975 2000 3/4 10 277 1 PNEI.MATIC CONTROL FP ANEMOSTAT 2600 650 1500 1/2 - 277 1 PNEUMATIC CONTROL IK-9 FP4-14 FP ANEMOSTAT 3900 975 2000 3/4 10 277 1 rNEUMATIC CONTROL 10 FP4-16 FP ANEMOSTAT - 2000 500- 1500 1/2 - 277 1 PNEUMATIC CONTROL 11 FP4-14 FP ANEMOSTAT 2000 500 1500 1/2 - 277 1 PNEUMATIC CONTROL 12 FP4-14 FP ANEMOSTAT 2000- 500 -1500 112 - 277 1 PNEUMATIC CONTROL _ 13 FP4-16 - - ---- `� 4 FF? ANEMOSTAT 2000 500- 1500 1/2 - 277 1 PNEUMATIC CONTROL V _ 14 FP4-16 !�1�5) ANEMOSTAT 1600 1600 1250 1/2 - 277 1 PNEUMATIC CONTROL - _ --- -- - -- - - - - - -- - -- -�� FP'-12 FP ANEMOSTAT r _ 16 FP4-10 1300 300 850 113 2 277 1 PNEUMATIC CONTROL - -_-_ -- -_ I SMOKE DETECTOR - FP - ANEMOSTAT --_--- _-_ ------ --------- - _ ._- _-- -- - - ----- --- - -- ® 0 W/SAMPLING TUBE ® . 1 7 FP4-12 1500 400 1250 1/2 3 277 1 PNEUMATIC CONTROL nP__--------- _._ _--------- __ --_ _-.______ _- - -_--_ -__ _._ Revisions FILTER SCHEDULE _ _ WESAMPLOING DETECTOR \ DiJLE - ___ W//SAMPLING SMOKE DETECTOR -------•, r ,r GROSS �- - W/SAMPLING TUBE FACE PERFORN:ANCE PRUSAREA MFGR AND D �v/ �F S� MARK MODEL NO. LOCATION SERVICE TYPE CFIJ SO..FT NO. do SIZE CI N F t� REMARKS NEW 6" CHILLED '� 'I _ -- WATER SUPPLY FAN RM. SF-1 RENEWABLE 70,000 208 (52) 24X24X2 .15 335 ` ` - -� AND RETURN - EXISTING CHILLED FB MEDIA I FROM 2ND FLOOR El WATER SUP, AND F FAN RM. SF-2 RENEWABLE 70,000 208 (52) 24X24X2 .15 RET. I - MEDIA - - -- 2 No. Deb By 0eec1*00n Sheet Title EXISTING FAN ROOM ON R00F COOLING COIL SCHEDULE (EXISTING ) SCALE: SCHED _JLE, NOT 1 4 =t'-0 - CAPACITY _ COOLING MEDIA MR TEMPERATURES DESCRIPTION AND ARRANGEMENT _ Ck E A N R 0 Cl M MFGR AND _ TOTAL WATER TEMP PD S RIC NTERIN LEAVING F7'Ll R .kT T T NO U EI FIN P �R MARK MODEL NO. SERVICE LOCATION CFM MBH ENT LVG F' GPM - NSi_ CIRCUITS-EL"NO -- McOUAY NORTH FAN RM. 70,000 2275 42 58 250 10.5 1.15 5. 67.3 57.4 54.0 585 30.0 120 6 90" 48" 8 3/4 SERP 4 5WL0806 PORTION E McOUAY SOUTH _ - - --- -�- t q'>> - - McOUA 6 PORTION FAN RM. 70,000 2275 42 58 250 10.5 15 5. 67.3 57.4 54. 585 30.0 120 6 90"- 41 8 3/4 SER P 4 .�C Desigmed LFS - -___ --- - - Drawn AB , Checked L F S PUMP SCHEDULE ( EXISTING ) Date JUNE L 1994 -_� PUMP MOTOR -_- "- -- ISSUE [>r►t1� 4 94 ROVEo eY CHECKED FS nAttE Job No. 92065.05.6 MFGR AND _ MAX IMPELLER P - T REMARKS, " _, AB Sheet, N0. MARK MODEL NO. LOCATION SERVICE TYPE GPM FT. NPSH SUCT DISCH SIZE H RPM VOL HASE CYCLE HIL KMI ENGINEERS CONSULTING ENGI RS PACIFIC CHILLED LOSE COUPLC M TYPE FAN RM. HEND SUCTION 500 40 7 FT 1 5 4 7 3/4 7 1/2 1750 480 3 80 10005 LAOREL AVE. SANTA FE Sp1IMS•CJ.90e�0 (310) 941-2213 -_ -- 9565 SW Weshin0lon Sq Rd BUP 94 0119 G 6f4 n196 IF THIS NOTICE APPEARS ULFARF.R THAN THE OC? 8 1998 1XKVMENT,THE INl1('IIMENT IS OF MARGINAI QUALITY. nj1cR0F11,n1F.1) I�III�IIII,II111 111 I E;Iltit�t�E�t EIIIEIE1EIIIt I�rI!II�II�II I IIIIIIi�Eit�E IltlliE�t�l�{ ►IIII�t��ltlt tilllil�t��t� E 11iIl�lltllil IIIIIII�I�I�i "m L wioer w aM.r III) 0111111 IIIIIIIIII!IIII- 11I!rll!I111II1111III11 IIIIIIIII IIIIIIiII Ii1lllltl HIIIIIII IIIIIIIillll!IIIIII f111I1111 IIIIIIIIIIAIIillllli IIIIIIItI 1111141 Ill IIIlII111 117tIItN11111I1 f F c 120/1 /50 MN------- -- --- A80/3/60 _— _ _ N CQ. _ DISC. SW. 41 RELAY - INTERLOCK W/ _ ROOM - ROOM _ LIGHT SW. ,-- _� -- INTERLOCK W - ROOM T 'STAT - 1 T'STAT i O 1 -- f �IT'STAT - ® -�j DISHWASHER SWITCHIS7 :Nfi - •TO FIRE W/BUILT W/BUILT STAGE STAGE _ TO IN T'STAT /4 HP 1 /4 HP �� chi !N T STAT ® }E2H Cl / HP 2 STAGE 10 KW HTR. 1 3/4 H "4H PANEL -- --- EF� ® ® 3/4 H Architecture, Planning, 3c Interior Design EF EF Stil . M ��H H H TE TE EF 801 Second Av-nue, Seatt;e, WA 98104 e ,� _ � TNRU � , � THRU E 4 1 1 THRU 14-j 2 3 6 1 2 Tel 206/68?-3460 Fox 206 343-9388 TOILET EXHAUST �� B / ENTRANCE HEATER T SMOKE f — FANS 3 _ ELECTRIC ROOM EXHAUST FANS SMOKE EXHAUST FANS UNIT HEATERS UNIT HEATERS_ TOILET - EXHAUST °FADS -FRAY WASH. EXH. FAN NOTE., REQUIRES AIR FLOW SWITH SM- 1 THRU SM-4= 7,5 HP EA. UH- 1 THRU UH-4 EXIST. -- SM-5 AND SM-6= 10 HP EA UH- 1 1 = 5 KW NOTE: CONNECT TO EMERGANCY FOWER UH- 12 THRU 14 = 3.3 KW 120/1 //60 480/3/60 FAh car 3 MNTROL T`-1 FAN- SP Fn rQN1RGL-- •'f:---- - t-N o BLACK FAN SPEED F- _ N.O. K FAN SPEED j� L SLACp� CONNECT FOR �� DPST FAN N. CONNECT FOR �-DPST Ft.N 1 REO'D SPEE DISCONNECT REO'° SPEE --- DISCONNECT L1 --- -- — 120/ 1 /60 ----- L2 SET P.E. AT R PSI P.E. E' SWrTCH P E. } I I I SWITCH I I I SET P E. AT D PSI FROM EIECTIC FROM EIELTIC HEATTR GCNTROL CRNO FROM ELECTRIC NEATER CONTROL j� GRN p FROM ELECTRIC TC A- CIRCUIT • HEATER CON`ROL CIRCUIT �" " r A H"TER CONTROL ,�pper� CIRCUIT (FAN,'HEAT) INTERLOCK ��— I GIRL.LIT lL/ © -OR W ASH IN G T [IN (FAN/HEAT) INTERLOCK �___J � .� EM SEE MOTOR LABE _--__J SEE MOTOR LAB�- FOR COLORS - FOR COLORS 1 -- CONTACTS SQUARE COMMON �--- —_ COMMON VE/2_ 1 ---� 1� -f LECTRiC HEATING COIL I (( —"� 2 _ F �✓V ° I I I I _R EZE STAT IN O.S.A. I� _I n r- _� I I T AIR NR \ _ I I ltxiSTIIJ�� I U D D L✓ lJ V R 1 C Et 8LowLR �'- BLOWER 1_ _1 MARKEL NTw-1 19 I TC/A-2 �CON�S�Q-ANT� ( CONSTAhT� `- _— i THERMOSTAT-,_ - OR N.O. VALVE N.O. VALVE AIR I NR r _ I� T ® ® PE/0- 1 3 �- -- �4-rj CONTACTS T IGAR D, OREGON 4 - I NI �_ _I HI Lo /UH\ H UH i SMOKE DETECTOR `r 5 THRU , Q SF- 1 CONTACTS (TYP.) 5-10 PSI5-10 PSI - I C ACTUATOR L_ ACTUATORELE !I SEE NOTE #3 ET/L- 1 FOR, PECSWITCHIC ES UNIT HEATER UNIT HEATERS 0 (N.C.) I ----- - - . -- - - r (FREEZE STAT FIELD WIRING TVP. I W/ 1 T'STAT FOR EVERY 3 HEATERS EXISTING) Flow TAPS FLOW TAPS -{ S F_2 W I N M A R PACIFIC, INC, L Mw. CFM ADJUST L ,,--MIN. CFM ADJJST - SEE NOTE #3 ET/L-2 B Lo M -51 I B Lo M i _ 5 — ° (FREEZE STAT _ --- - ---- ---------- -- — –r -T IV1� MAIN S ------ — – -------r 1JI\ MSN SI PE/0 Z I 6 EXISTING) CSC-7.0C3 1 \ J '_iC-20UJ - - C CONTROLLER-DA/NO I CONTROLLER-DA/NO I H C .w. 800STER PUMP Mo. CFw NOMINAL RESET RANGE I I I MAX. CFI( NOMINAL RESET PAIGE I I _FREEZE STAT IN O.S.A. ADJUST T A-13 PSI D.A I L ! ADaLS' T 8-13 P51 D.A. L - -, _ (EXISTING) ----- - --- ----- --�-- — --�T -----— - ---—L _ ---- -- - - - — ----�T PE/0-3 IT8 _ n uu FP FP FP F FP FP FP �P FPS °n(EaMosr�"To FP FPFP FP �FP� FP FP it P DIRECT M LTA1C I EXHAUST ST FAN EF-1 1 2 3 S 7 8 1f 0,/\L, 6 1 7 • 4 61�\`9_ 1 1, 12 1 3,� 14�• 15 E os ----- -,f�- ---1..—._--�____ _ ------�-- - --- -- ; �� i FAN POWERED TERMINALS FAN POWERED TERiNIIN ALS T.C. PANEL wIR'NG I - ----- FIELD WIR!NG -- - FP- 1 , 5, 7, 8 & 10 = 2 STAGE 1 OK'N EA. FP-2 & 3 = 2STAGE 7 5 KW EA. WIRING DIAGRAMS FOR T.C. PANELS IN FAN ROOM FP- 16 = 1 STAGE 2 K`ti' FP- 1 7 = 1 STAGE 3 KW NOTES: 1 . ALL WIRING AND CONTROLS ARE EXISTING EXCEPT FOR SMOKE DETECTORS, WHICH ARE FURNISHED BY OTHERS. SAMPLING TU9ES FURNISHED AND INSTALLED BY HVAC CONTRACTOR. 2. FOR PANEL LOCATION AND SMOKE DETECTORS SEE FAN ROOM P'..Arv. TERMINAL BOX INSTALLTION INSTRUCTION: 3. WIRED BY FIRE DETECTION AND ALARM SYSTEM CONTRACTOR. 1. UNIT MUST BE INSTALLED HCRIZONTAL AND WITH ACCESS DOOR ON LEFT SIDE AND CONTROL ON RIGHT SIDE SMOKE DETECTORS FURNISHED UNDER SPEC. # 16721 � � 2. DO NOT CRIMP INLET OR UISCHARCE DUCT CONNECTIONS ~ a 19 72>9 00 /ar awrwo ur - - - - - - -- • 19-7230 22 T•• --' .1— - -- -- �t Revisions rrr�+rr v aw r I.4R.1 r�.' �c -01111 r,w A rows twv�r;o°— 1576AFC AIR FLOW ADJUSTMENT: I o--1 r� r-4D I r �1 -� POWAl,►- !1 ♦'� DR VE `— �� , TOOLS NEEDED PRESSURE CUAGE OR MANOMETER (SEE FLOW CURVES REQUIRED FOR RANGE). 1 M I� �_ ! ( �� tw,r 1 ( vwln I �N " ,•,o as • Z-0 I I L rr.fa i eID a.0 4 I - 1. CONNECT PRESSURE GAUGE OR INCLINE) MANOME'ER TO FLOW TAPS. THE UPSTREAM FLOW - r--- 1 ! 4--� TAP IS CONNECTED TO THE HIGHPRESSURE SIDE OF THE GAUGE AND THE DO,tiNSTkEAM FLOW TAP I I •._� I ( -' 3 •c7 -- - IS CONNECTED TO THE LOW PRESSURE SIDE OF THE GAUGE. 1 . � `I � � _ 1 � i' } 1 MD'0r • I , 0•t ` I i t f e • a 2. Rf.FER TO FLOW CURVE FOR PRESSURE SETTING AT REOLIRED CFM AND UNIT SIZE. ; 1 i ,�;;`4aa„ , I I ✓� I I } T7• 3. $,' MIv�MUM A!R VOLUME FIRST. TO RESET MINIMUM AIR VOLUME, SET THERMOSTAT TO 1)1 � � � � _ CALL FOR MINIMUM COOLING. MAKE DIAL ADJUSTMENT. 1 1 �fll1�\ orrIOlw 1'�' �� Mrs. - i I t r T ~ �wM A �Ivt pC�pitst '1110" � ..� , C •f Only( – I 4. MAXIMUM AIR VOLUME IS RESET IN SAME MANNER BLIT 61"H THERMOSTAT SET FOR MAXIMUM COOLING. c1111 m D I ( tWtl(lI ; - - - - n7 OOIZ � I 1•tf t 0•� euw ................ , • -- ........ . I -....i. -.w..-cit:o.A� ... _- MAIN •` ' E /. C. •. , i r2 ) .......... . -._....I ' E• ! DNCripE;on ELECTRICAL L Tp +...--+-......- ..=► ,,. , ' ! Sheet Title ELECT LEGEND � � f1/UI MIDt[I1 , ._..__w- - .rq..me 11..�, �' I R I N .J DIAGRAM S CE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. - L_ _ _ •F__ _ {`a ""°" .._...: � .."""'- t �''��'"��"""" r�t� f •1 y11t11 .. ;_.....••••--......1......._........ 11 ti.w wr.r 1u,im a irefUlO ................... .ik/110Iw1 ow �.••••---►11»I'11%Y: ••�- ; ■WTO Uwt m1m DRUM site" r b M 1M Ins �,a—t�HI I 1 v.I I wRo..i: •. •rr R r ; I r.04".. r�'i wI�r�a~iwr~N Or 1 I OfY - .................... .......... fwwwlw.l AI.4"��I 1.11 PSI 1.I •s +r1w �•x' e • t as? 0h l I b�wr M�M�1� sIN M r . CME I INN� FURNISHED BY MECHANICAL CONTRACTOR INSTALLED AND FFR - wr.t. Is'�' i .............._..!!!'� .. 11 1r r,v1R,eTRrr••n••c r D T ft 1as �r w DOMINO.r wer-•.w WrIn milk" r r1 v-r SCIF. WIRED BY ELECTRICAL CONTRACTOR - — -•�•• ��_— MtTIC OI,uHAN •�� e.,.,. CUSTOIER CGNIECTION OIAWL•''T .I:W �• �11 7 ---� --�-w'•w �� Graham CONPLny ItWmEII!'110x Intl• lost INTa ••' _ �" : ��it. i .• 1 R• 0$VIA r slrila nv��slr0.t/W L 101011 l tN u•s .1.1r - y �•o :r.c. _::; r -'�J , i•-�— �_tL• 1vl vlv •cad 1tl►,w� 19-7230-2? _ �� Desi neC LF'; TC FURNISHED BY TEMPERATUPE CONTROL C0r'JTRACT[IR, INSTALLED q AND / OR WIRED BY ELECTRICAL. C[INTRACTOR °�°" -- AB_ - Checked LF'i Date JUNE 1, 1994 NOTES: _ 921)65.05.6 I. ALL WIRING (LINE AND LOW VOLTAGE ) & CCINDUIT BY ELECTRICAL CONTRACTOR ISSLE DATT3/4/94 ,PPROVTb By CHECKED L•FS DATE Job No. — 5 ONE K . N WN A9 1 I N Sheet No. 2• ELECTICAL CONTRACTOR SHALL COORDINATE ALL WIRING DIAGRAMS SHOWN WITH MANUFACTURERS CERTTr- TFD PRINTS. KMI ENGINEERS CONSULTING ENGINEEP.S M - 6 109iIS LA,IR1 AVE. SANTA F/; SPRINCS,CA.90ti'0 (310) 941-2233 95e5 sw w.lhinyl,,r,;,, I,,, SUP 94-0149 67 of 98 r 1 IF THIS NOTICE APPEARS CLEARER THAN THF. QCi 8 1998 INx'l11"11 ,THF DOCUMENT IS OF MARGINAL Vr IAI.ITY. n11cR0F1t,n1E1) No I�I�I�11�1 Il � �t�i�l I�I�I�I�I�1�1 t�l�l�l�l�l�l I�I�I�I�I�III I t11�rl�t(i,l I I�t�ll;�!rt�i I I�t�t�nt�l 1 I�I�I�t�t�lit III�111�1�1111t 1 I�I�I�I�I�I� III�I�t�l�l�t . hitt utllnnlrnllun nulnuluulmllnnlnnnn11En1tealun nnlnu nnhm tntlttt ttthpt tntlmt ttnhut nnlnn nllhw nt t' Arg •�� t s „ F ' • • R G � N.5 lul.2 M'.i M L X W -5 d U T S 7 i r 1, i N G F E DIIAEC A AL IdA _— .ter_. __ ._ — , i ____� _ OOLD� A1L►ft HOT ✓NATER "• "' ��e — — PIPING BELOW GRADE i I I I I I yr II �. - - -- - - - _ - - - VENT I _ ( — WASTE. BELOW GRADE - I _ _- — - I I I { i � RA lI'i1fW1'�. M ,, • WASTE. ABOVE GRADE AEC M� � +�.. , •.. - G GAS j ft me I I -- PIPE UP I ( iI � 1 I I I I I I ( r ON ` PIPE DOWN TEE DOWN • �y',,r T,..� I I 4" W CAPPED ABOVE CEILING I � —c;w- GREASE WASTE, BELOW GRADEt FOR FUTURE EXTENSION TO a `•r 6iQ4 6"' TOILET ROOM PRUV1 D By TENANT. I I r cw %U*P -__ _ GW GREASE WASTE. ABOVE GRA;;E FUTURE FU TU I I I I ( (FUTURE) EXISTING STORM GRAIN, BELOW GRADE .* ( ) I I I ESO I � � ADDR.1�Dl1M IIID. D5 — —� __ — I I � "� � ESO — EXISTING STORM DRAIN, ABOVE GRADE - I I I i ABOVE CEILING SEE PARTIAL FIRST FLOOR MEZZ. WORK IN THIS AREA ISof DOCK -_ PLUMBING PLAN THIS SHEET ABOVE OCCUPIED EXIST, 107 FOR PLUMBING IN THIS AREA TENANT SPACE, COORDINATE B K HATH EXIST. HANTS (PING L TED 8 OW 2 FLOOR I SC RULE 7RUCTUR At INE ST M Z LOADI G AREA i I E :, . I A'•,l N • i I I _ � 1 __-- - CUkkILJK OST — PROVIDE GAS FOR FUTURE (3) GAS 3 4. 3" W DN '�•,t..•. 1-1/2" _ METERS FOR F71JTURE FOOD SERVICE TO I - I TENANTS ON SECOND FLOOR. PROVIDE ALL EXPOSED INSULATED PIPING IN THIS 1 O - - - -- (3) Z GAS PIPES TO SECOND FLR. 1" AREA TO HAVE VINYL JACKET T T� I a. 11I THIS T. WASH�NGI'ON ' GW CW � SEE DETAIL S SHEE , LJ ELEV. ELEVATOR-- �KI-lE qiR N0. I LOBBY I INSULATE GW EXPOSED IN LOADING EXIST. 4" W 3 i NORTu T N • - - I DOCK AREA. ` 1 VALVE ROOM M O 3 2" _—l SHOF"NO C r I ( I ( (VERIFY) 3/4-HW 1>< 3/4-CW FOR FUTURE , 10 ' I DISHWASHER IN TRAY WASH AREA 1 8T. EXISTING 3" CW MAIN WITH SHUTOFF, �4" +� - PRV STATION, AND FLOOR DRAIN TO L_1 TYP 2 - REMAIN IN SERVICE. 2• 1 CONNECT TO EXIST, 3" CWi - '- TYP OF 2 4 2" V UP TYP OF 3- T LE. 6.0 I 01 • !—= ESU ESO -- 2-1/2" V UP 2 1-1/4-CW & 1-1/4-HW STAIR NO. JTAI 2-1/2" I I 3/4" I 2" CW UP 1.E.-227.5' � 2" SEE 5/P3 2" �2 - 3/4 I I . .1 . Ipw . I INFORMATION SUPPL \ 2 DESK OOM I PARTIAL FIRST FLOOR MEZZ. PLUMBING PLAN wr4mm �'A► ,, ,0 105 SCALE: 1/16"-1'-•0" 1 _ THE FOLLOWING WORK WILL BE D'ONG LFAM films NO. 4: .f 1,PL CAPPED PIPES FIR FUTURE FUMMS AND PPM ASSOO ATFL WITH TOILET ROOMS AM TAM/VVAH AFi�fi FOOD SERVICE TENANT FINISH FL LEV. - 228.s` [ASTMALL IMPROVEMENTS ON SECOND WEST�MALL L VATOR '0t � VESTIBULE 3HdWN ON PAKTIAL. FIRST FlAOR MEZZAMI'E PI..�NIA®TNG PLAN W9i'2 T0 FlIM1FL�1O6 TO GEwE SS-1 AND CAW vosH AT $Et`oso FLOW.,o� c f t fes_ � � I UP TO 2-1 - STAIR o_ AL 11 -4 l ( ePVISED Pte AODENOJM IJO, I A PROM IN ELOW � � ••��' � + -- �. ). WALL PENETRAnON A WA 1 � GRADE GREASE WASTE � T' � � (TYPICAL) — cw ON QD_ - � � 1 EXIST. 16" W I 214' CW UP 4 I I CONNECT TO EXIST. SUMP ESO �} Ml E7 MSA ' JWV PUMP DISCHARGE PIPE, STAIR NO. -1/ ' ASA � � ROUTE 2" GAS PIPES VERIFY SIZE AND OCAn . —\ _ — _ I ..,,_ � ► � IN WILL UP TO SECOND -- r=A CEILING SPACE -� ! 3ELOW SECOND FLOOR I I 'JAT O- — — MEZZANINE - —ESO -- ESO C5. Y SUMP PUMP 4 I N11 Q TRAY WASH, WA DISCHARGE PIPING _ 1 �' „G•t"i ' RACK HIGH ON WA I 8 T I - 3DB R VA MI1�,, IMSA `O 29 /x SOUTH NANT to 1. -225. - � OF 2 rt o EXIST. d. W t 0? � � ,�•. � �z �• .> ------_ - - c9 ,L T11P OtF 2 !� tl IJP PENETRATION Zr i 7• *a �- - UP T 3 20 I 4" - 1 M O. 3 �1 FLOOR AL, ��ti R. tac VA TI E 6/P ♦ } I - t Z 1-1`40CW A l-1/4*0 I 3 _ - V �! I � 2-•1 'Z -- tr INTERFACE 2` t STAIR(NO.. 1-1/2" 1 STAIR NO. __ I 3/4 I ENGINEERM 2$ - -- - ( 3/4"— -- 3/4� 1NCORPORAIlip I LE. 224.0' 4" t.E.-225.86. 1 T 1 CAPPED PIPES FOR WORK IN I AREA IS O O ( ( TO GAS FUTURE METERSNNECn� WALL PENETRATION ABOVE OCC IED EXIST. I �Q TENANT SP E COORDINATE I (TYPICAL) _.. I TE � . iI IWORKI I I I I I HATH IST, T'-PANTS - _- I SCHEDULE. - - -� 027 — . — AAAA— ---r- 2. GAS r(PING �R FUTURE USE --=y SEE WASTE VENT RISER DIAGP. EET P3 NOT TO SCALE (FUTUi) I 4` W CAPPED F TURE I I i EX NSION TO T01 T ROOMS � � ~ ��R., • �;'r i i I P D BY TEN T DE I I I r. I i I I I I I _ TM } PROVIDE CAS FOR F'fTURE (3) GAS GREASE INTERCEPTOR: UTILITY VAULT CO. /Sta GA. GENERAL NOTES' � • ,;, PROMMCTO AOR Fu1R P URE SERVICE 5000 GAL WITH TRAFFIC DUTY COVER AND (3) 24". FIRST FLOOR ROUTE NEW 4" SO ABO CEILING TEN T_' ON GOND FLOOR. PROVIDE LOCKING MANHOLE COVERS, AIR AND GAS n T. A FIELD VERIFY ALL INVERT ELEVATIONS PRIOR TO ANY PIG VERIFY SIE OF O ABOO C d� l ( ) GAS P PES TO SECOND FLR INSTALL INLET AND OUTLET HIGH AS POSSIBLE ON INSTALLATION. INDICATE ABILITY TO EXTEND WASTE PIPES AS SHOWN. ` � CONNECT TO EXISTING BONE I SEE ETAIL T IS SHEET. TANK TO KEEP TOP OF TANK BELOW GRADE. PLUMBING P VIN I I T T RIFY '�• III I CEILING. ONTRAC OR 1 I - LOCATION At ELEVATION, • . PLAN NOTES: - `,•' 4- SO STUB-U THRU ROOF \ \ O PROVIDE WALL CLEANOUT AT 12" A.F F. 6" ABOVE RIO LEVE. FOR ( \ \ r T - ,►,'+ T F IPP R I DOMNSPOU R SCU E I I 2 PROVIDE CAPPED 4" SANITARY :PASTE AND 4" GREASE WASTE FOR I it _ I ( I I ( I I SEE ARCH p CONTRACTOR 0 FLOOR 25 — --- —�- _-- - --'� TO V[RII I LOCATTCW &-ELEVATTOIf FUTURE FOOD SERVICE TENANT IMPROVEMENTS ON SECON FL r r II �W , PROVIDE CAPPED 1" CW FOR FUTURE TENANT MPROV[11E_NTS, *� CONNECT TO EXISTING WASTE BELOW GR-WE. VERIFY EXACT - ko - \ LOCATION AND INVERT ELEVATION. JwM► �l _FIRST FLOOR_PLUMBING PLAN w �~ SCALE: 1/16"-1'-0" 96e5 SW Wshinglnn Sq Rt} i • ,Up 94 0119 � >, , .. as Of 98 IF THIS NO-11CE APPFARS CITARF.R THAN THR OCT 8 1998 IX)�CUMF.NT,TNF.MX IIMENT IS OF MARGINAL QUALITY. MICROFiLMF.D it►I��Il�i►i� �I I�ImhI it ��1��11��1�1 1�1�1�1�1�� I�i��i�I�� I t�t��l�l�l�l I I�I�f�►�I�1�11 I�I�III�t�I�! i I�i�I��I��i I�t��l�ttl� 1 I��I��I�I I�1'I�;11�1�1� , r 4 9 I • .•f�' - �� y� w r •t ° Jt x'. 'fd _`TFC�j;i `#'E rm' .ry ., tq`•.� - a ,.}.F. ' rw-�e---i..• *t,-_ .__.�•.._. --•--F---- ' ""-r '�.'-'"'-'r'*"e' _' �,+ w Y:5 v U T S R 0 p N.5 M.2 W.I m L ' ;. 77 N G E o c i i I III I I I , I I II � I I _ I fi I I 1 TORAGE 205 _ I I ! ��,,..,t� • I I I I I I . :. * I I •�'r� .� STAIR N0, VFW t F7206 } t CONFER. 1 M ROOM 209, OFFICES " lCW 0 CESI 1 CAPPED FUR FUTURE -�.- --- — I i i 1 I SINK IN CONFERENCE ROOM 2 9 209 R I I I I ! : (£• `• TENANT SPACE .�_ CW CAPPED FOR FUTURE 2� i Tii I I I • 2QB EXTENSION BY TENANT TO . 1 ' �• t .,` T04LETIROOM 1 SS_1 /CAN WASHER WILL BE IN CONIC. PAN WITH ARCHITECTURAL LE, SEE DWGS. • I i I II i I I I I � PROVIDE 3/4' CW & 3/4" HW SUPPLY '�' \-•/ � �_ _____ Y FOR FAUCET do CAN WASHER WITH SHUT- 4 OFF VALVE ICE CO IDORj ' ao213 2 214 215NO. 2• VTRJ 1 2" G FOR FUTURE FOOD SERVICE �4.• x /T I AN TENAN _ i AN1 TENANT IMPROVEMENTS AC �I--�1 '5P ('� (TYPICAL 0: 3) O2 1 12 �•�L 1�13 1 L�lii 214 V E EVATOR 2• v,� __ _ �- SOUA 1 I �_ � � � I � z16 _ � I i � - _ SHOP — - TENAN , ' T �20' Y S CE _ - 1 STAIR N0. 1:8 211/2" VTR 2• VTR '1 I�AW II 1 Ese I T NAN cv I NORTH I I 2 zi i E ALATOR FO D C UR •r , • -� 2 II 3 3 202A WHAM PA WES EL VATOR EAST i 1 `e 31 F00 -ee�� -'�--- _— -- FOOD - I 2 2W 4-FT I ESCA:ATOR 2028 _J STAIR N0._ SOUTH s SO D I- 211 II 2-1/2" T ENA T -r' ( 21 21 05 — _ I I I i IC" ,. &51 I II ^ 203 ESD T ANT II `gyp ►RUE .� - S STAIR N0. 1 N 219 t w g• r \ , r ., i � VTR �. �- 1 IL STA NO. /TENANT TENANT O ENANT O O ky • � 1 1 - - 1 * w Z — I v Aic 2 /2 I - _ 6:5 I JANITOR - Nj 222 221 220 219 BYI EE_CURRIDO it 4- M171F7lFACE rr�w ft \� N INCdtPCRATEO I I N -- 2• G F 4- FUTURE F RVI I o� E SE C�E I GENERAL NOTES: • co SEE ENLARGED PARTIAL PLAN. N• ^�, TEN.ANT ;MPROVEMENTS — r CV cv+ (TYPICAL OF 3) A. VENT PIPING THPOUGH ROOF TO BE FROVIDED BY THE FOOD FOR PLUMBING IN 11It5 AREA. SERVICE TENANTS. 4 , SHEET 3 -- - - 2�o B. ROUTE COLD WATER BELOW SECOND FLOOR MEZZANINE. I _ N i I '�. I I 7 I 229 227 ----- C - PLAN NOTES: ( MEN c 22#1 I I I PROVIDE CAPPED 1' CW MATH SHUT-OFF VANE POR FUTURE "1 I I i � o II _ I I _ F000 SERVICE TENANT IMPROVENT4. - ll O nn C01149 CT ; 4_CW TO EXISTINQ Z"CW PWVIOE 61IT44 SWUI=OFF VALVV: ! I FLEC. I � I 3 43/4 CW UP TO HOS!'_ P5I6 (WOODFoeD ft oft w OtIM�111 { ROOM I I I I M �k ( i tl.. '.S I I I I I OQ 2 IJ EX STl u FA►l P ?Z8 VECIFY EXACT LOCkTIOW WITH � —_. _ _'-' LEe 43ANDIA,NL. of ICM 1 EI.1C11JCE.(�S � • 1310) °141-2 21!0 � EXISTING ROOF �E�OND FLOOR I I DRAIN ( � � • I I I I �. �. .r I I PLUMBING P I t NG LAN II t Q 1 Q� J. - , ' '� .� �y.r '. 4 � '' ► ! iy + M � e• f51. S. w�,, '�• •,, r .�` ,a R .�, .•� S ,,•. - '1 ' "Y «w `, '�, Iaia, .R•'["(�"M.,, "t $ECC"D�OR PLUMBING PLAN ,t • ; SCALE. 1,/16"-1r--0'� �`I Y r�P4f `« x '�'yr " �p s•IIMpp r n f ,i 9585 SW Weshington Sq Rd - }�`-•I •� OUP 94 0119 i w 69 of 96 5 v IF THIS NOTICE APPEARS CLFARF.R THAN THE OCT 8 1998 DOCUMFNT,THE DOCUMENT IS OF MARGINAL QUALITY. NJ 1('IIOFILNIED IIIIIIi�t�i�i i�i�i��i�i�i i nt�rii�i�i�i i�i�ili�i�i�� ►�I�i�i�t�t�i i�i��i�i�iii I�i�i�i�i�i�i� I�iit�lli�� tf�11�i�1�1 e' .• i T"If 177 Y• 4 �,•.. ,., ; �w, ,�,.-. . . A, p t- , 'A 3 {. 1 'P rl, r , _pA' p / H •`f r • r 11..{. + ••1. �`��I�. '�� I L y n. .r ti .. r .. . -, „/.^�".M''.C�: "7r'1, r�:c�r •i .•�T� � y�. ., y'' . .- .. ' ►1 r��„ fir• .:. • r r ,' - + .v�t�S .fid' '+1�"1(�''�,, _ s o :,a.. /•i A,.�,�,•,►,y.. " - �+ d , Jill PLUMBING F IXll SC Qbl�.Y. -- �_ - --�- �-_• --__ _- ___ — -- - _ 3 z sYM UESCR�P110N µ WC-1 WATER CL:jSET: WALL HUNG, SIPHON-,JET ACTION, VITREOUS CKiNA. ELONGATED BOW,1L. 4' 2' 71- _2 --- 1--1/2" TOP SPUD FOR EXPOSED FLUSH VALVE. BOLT CAPS, AMERICAN STANDARD 2477.016 "AFWAL.L'. SEAT- OPEN FRONT, COMMERCIAL WEIOHT HEAVY DUTY PLA%nc, STAINLESS STEEL CHECK HINGE, WHITE WITHOUT COVER, CHURCH 95000. FLUSH VALVE: " ? . '�� SLOAN ROYAL 110-:1. CARRIER. SM11H AS APPLICABLE. NO RESIDENTIAL. 177 223 WC-.2 WATER CLOSET: SAME AS WC-1, EXCEPT SPECIAL MOUNIING HEIGHT FOR HANDICAPPED. 4" 2" U-t URINAL SIPHON JET, VITREOUS CHINA, 3/4' TOP SPUD, FLUSHINO RIM, EXTENDED WIDTH 2" 1 1/2* 3/4" STALL SIDES. WALL HANGER, AMERICAN STANDARD 6541.017 "TRIMBROOK' / / 1 �, n : \ - _ -- 1 FLUSH VALVE: SLOAN ROYAL 186. 0� AmM / I2 (,_ Y25 L" I -- I' I _ U-'l URINAL: SIPHON JET, VITREOUS CHINA, 1 1�4" TOP SPUD. FLUSHING RIM, WALL HANGER, 2" 1 1/2' 1" _.__ TM6 FM �1 AMERICAN STANDARD 6540 017 "ALLBROOK . FI USN VALVE SLOAN ROYAL 180-1.5. �j I CARRIER, FLOOR MOUNTED. HANGER PLATE, SMITH AS APPUCABLE, NO RESIDENTIAL. 1 _ 10'X18" ACCESS PANEL r / +Ir L-1 LAVATORY: COUNTERTOP, FRONT OVERFLOW, VITREOUS CHINA, SELF--RIMMING, 20'X17" 1 1/2" 1 1/2" 1/2' 1/2' z� BELOW LAV. I OVAL, SEALANT. FAUCET HOLES 4" CENTERS, AMERICAN STANDARD 0476 028 "AOUALYN'. + L Z_ J 2' 9 I FAUCET: SINGLE LEVER HANDLE, ROSE SPRAY OUTLET MATH O.5 GPM FLOW RATE �S� _ _- _- _ I �^ VANDAL PROOF. MD SIRAINER DRAIN ASSEMBLY SYMMONS S-W-2-G-FR 2?q L_1 - FITTINGS: 1-1/4' X 1-1/2- P-TRAP SUPPLIES AND STOPS. TYP OF 8 r, �2 , L _ _ j EW(, r ELECTRIC WATER COOLER: HEAVY GAUGE STAINLESS STEEL. ONE-PIECE POUSHEL CHROME- 1 1/2" 1 1/2" 1/2' I ---�-- — I PLATED. SHIELDED, ANTI-SQUIRT ANGLE STREAM. SELF-CLOSING PUSH BUTTON VALVES. I / 8 GPH CAPACITY AT 9GT AMBIENT/60F IN/50T OUT, HANGER, PLUG-IN. -� __t}__�;__4 -i_.�_.;____}____ _ _s_J HAWS MODEL HWC08-2 �` SEE P2 FOR 2-1/2' �- - -� T-�_- - 4 CON nN'J A T1oNT 2 4 ` / SS--I SERVICE SINK CONCRETE PAN NTH TILES (SEE ARCH OWLS ) PROVIDE WITH GARBAGE CAN 3" 11/2" 3/4" 3/4' Zr 3- VTR I r 1 WASHER AND DRAIN J.R. SMITH 2690 �� r---- WL-1 1 ,j - - - J J •Z FAUCET: VACUUM BREAKER, AD.IUSTABLE ARMS WITH INTEGRAL STOPS, CHICAGO 897. _.7 3/4T / 9 I FD-1 FLOOR DRAIN: CAST IRON BODY WITH ADJUSTABLE ROUND POLISHED NICKEL BRONZE 2" 2" --- ---- T"OP. STRi,INER DIAMETER 6', OPEN AREA 9 SQUARF INCHES MINIMUM. VANDALPROOF SCREWS TRAP PRIMER CONNECTION PROVIDE WITH P-TRAP. 228 Li 7 -1 JR. SMITH 2005-A. ' 1 2-1/26 j FD-2 FLOOR DRAIN: CAST IRON BODY, WITH ADJUSTABLE ROUND TOP ANTI-•FLOOD RIM, 7" 2" 2" t L_._ WOMEN DIAMETER, NICKEL BRONZE STRAINER HEAD AND RECESSED, LOOSE GRATE. TRAP PRIMER " -� CONNECTION. PROVIDE NTH P-TRAP 3/4' 227 J.R. SMITH 2003-F37. Ile �� '+r• " >°. -. �:, _ ., ' . -- - ---: --_ - -__ ----- __ •` i _ _ - WN-1 WATER HEATER: ELECTRIC. 30 GALLON, t500 WATT NON-SIMULTANEU05, 120V/1 PH, --- --- 3/4' 3f4' �. � •� 355 LBS (WET), DRAIN VALVE, T Ic P VALVE• WASHItVGT' A.o. SMITH DEL-3C. WH-2 WATER HEATER: ELECTRIC, 80 GALLON, 4000 WATT SIMULTANEUOS, 480V/3 PH, 41 GPH --- --- 3/4' 3/4" SQUARE ,p RECOVERY • 80' RISE, 880 LBS (WET), DRAIN VALVE, T & P VALVE. WH-i ABOVE 1 A.O. SMITH DEN-80 SEE DETAIL THIS SHEET. PLAN NOTES: Hp-1 HOSE BIBS: WALL HYDRANT, NON—FREEZE, EXPOSED, BRONZE HYDRANT WITH CHROME --- --- 3/4' --- SHOPPING r O F R M 3/4" CW L HW DOWN IN WALL TO 3/4" HEADERS FOR MENS ROOM LAV. CONNECT TO FIXTURES PER PLUMBING PLATED FACE, BRONZE CASING AND HOSE CONNECTION WITH INTEGRAL VACUUM BREAKER, W • �: s q, "'' I" CW CAPPED FOR FUTURE FIXTURE SCHEDULE. "T" HANDLE KE r, LENGTH AS REQUIRED BY WALL THICKNESS, J.R. SMITH 5609. } EXTENSION BY TENANT TO TOILET ROOM- U ROUTE 3/4" CW At HW DOWN IN WALL TO 3/4" HEADERS FOR TKIAM, WOMENS ROOM LAV. CONNECT TO FIXTURES PER PLUMBING FIXTURE SCHEDULE. t ROUTE 2" CW DOWN IN WALL TO 2" HCADER FOR (4) URINALS. CONNECT 0 FIXTURES PER PLUMBING FIXTURE SCHEDULE T o 1 ,., »" O ROUTE 2-1/2" CW DOWN IN WALL TO 2-1/2' HEADER FOR (7) WATER CLOSETS s. CONNECT To FIXTURES PER. PLUMBING FIXTURE SCHEDULE FKA ' V # ROUTE 2" CW DOWN IN WALL TO 2" HEADER FOR (3) WATER CLOSETS. 4 CONNECT TO FIXtURES PER PLUMBING FIXTURE SCHEDULE V^� PA� v•" O PROVIDE WILKINS YSBRIOO "Y' TYPE STRAINER WITH CLEANOUT t. VALVE 5'-0" A.F.F. SEE 4/P3 O 3/4' HW WITH SHUT—OFF VALVE FOR MENS ROOM, `..N 0 3/4" HW WITH SHUT--OFF VALVE FOR WOMENS ROOM. 4" 1 O LOCATE WATER HAMMER ARRESTER ABOVE CEILING AND PRJVIDE a _ 12"X12" ACCESS PANEL. 1 PARTIAL FL�?OR PLAN — PLUMBING L xSCALE: 1/4' 1'--0' ' ._. UNION (TYP.) I ► 3 VTR 111 •+ { A - COLD 'NATER 1-1/2' I ROOF + TEMPERATURE AND I \ r------- HOT WATER r---- -----H a PRESSUPE REUEF F �- CEILING a, - VALVE DISCHARGE GATE VALVE (TYP.) 1-1 2' i I , / -� 3. llll SIZE 1 1-1/2" 3" 2-1/20 2_1/2" 2" 2' 4 I 1-1/4"X18 GA. 51EEL STRAP 1-1/2" �� -- - - -- i ----- --- -�- - -i -T- 7- - -r �.-- - -T- ----T- -- - -,-- � --1---�r---- - --7- ----r- - �1 .'14 '-.`.tel rp Il tt,''�pt ' E1.E>�Ip ��- PROVIDE AMTROL � 71- - ., SECURE TO BLOCKING IN WALT I 1 I 1 I I I I 1 I 1 I 1 I ! I f > •' �+� No. ST-12 EXPANSION 1 I `1-1 2"✓ i !-1/2' �� 2' WITH 3/8" LAG Bar / i j WATER TANK I I 1 1 I `A I I I I I I I 1 I I 1 1 2'— HEATER 'HEATER I I I I I I I I I I I I I 1 I I I " � I L._1• L.1 1 L.1 L.=.1 1 L=1 1:1 1 L...1 I I I I I (TYP.) 1 1 I I I _ 1 1 I W. f HOSE BIBB DRAIN I -� I I I I I I I I 1 a•7 NA 20U TT DRAINS DOWN IN -� ��- 11-2 112.1 I�1 7 I�J�1 I I I I I I I 1 1 /t •,r' WALL. TFRV4NATF .AT ��- DRAIN PAN I I—'i•-I I �1 I t I .-1 BELOW WITH i _. �� WC-t - WC-1 1 INTEI�ACE ►��r w[ •` 2 AIRGAP - 2" 2' 2ND FLOOR EERING SUPPORT BRACKETS WELDED ANGLE IRON �- 2' 2 4" 4' �L 4 m--1 4 4' WALE. - 1-I/4"xi-1/4"x3/16" _ --. !! _1 ! FRAMES AND PLATFORM T 2- 4 4' W CAPPED FOR IUTURE r ' BOL T TO WALL, STUDS, OR BLOCKING. 4" 4 4 EKTENSION TO TOILE T ROOM � PROVIDED BY TENM T �.. ,,. G?r 1 I 2 WATER HEA arm ER DETAIL 3 WASTE AND VENT RISER DIAGRAM NOT TO SCALE DIAGRAMMATIC (REFERENCE FOR PARTIAL PLUMBING PLAN ABOVE) —'- • UNION (TYP ) - - - -- 04--1 COLD WATER r r• \ HOT WATER — i \ -- NOT WATER "a Oi ft OMMI�� ' ROOF TEMPERA TJRE AND \ CEILING ftdlb PRESSURE REUEF GATE VALVE (TYP.) VALVE DISCHARGE PARTIAL PLAN y FULL SIZE No ST-12 2 EXPANSION SCHEDULES,��D 2-1/2' CW �_ 3/4" CW To �i.-1 No ST-12 EXPANSION J � � FI FCT TANK 2' PUMP (l'iCARv£ DETAILS �T�I �� A 2" CW SHUT-OFF 2--1/2" CW SHUT--OFF D I Y VA,VE FOR MENS VALVE FOR WOMFNS WATER RISER DI AG�2At ` " ROOM ROOM HEATER HOSE BIBB DRAIN EXISTING WASTE PIPE i �+ ROUTE DRAINS TO — 01 t ST FLOOR -�4--'�+-- �-.� DRAIN PAN FIl-2 _ �- "Y' STRAINER 2ND FLOOR Y Ci� T 4 WATER Pli R A 5 WATER HEATER DETAIL 6 _SUMP PUMP DISCHARGE_ DIQt�AM { .1�� ► �Nrl DIAGRAMMATIC , �• - - - DIAGRAMMATIC NOT TO SCALE +p 3� 1 .4 J ` +1, kuo �• + 9335 SW Waehlnpfon SQ Rd •` r . „� , •. •- �^ u + •► •t SUP 94 0149 ► 70 o/98 .t' _ r IF THIS NOTICF APPFARs CI,FARFR KHAN THF. QCj 8 1998 acx:•IIMFNT,TNF.DOCIIMFNTISOFMARc:INALQUALITY. N11CROFILMED Tp�I�i�i{)�i�all��i��►t�t�)�)��I�I�I)I , _ - uluu uulln 00101► nlhal nulnn nnbn111llllan Inion nninn Ilulnn Ilnirn mlmT nn1r111 hIn nulnll nnh11l lnlhnl nnhn►In11cn1 nr►Inu nt,lnn nnlnll m f '�'1�p��y 3' ,., .�... Ts- .� _._.. _,.. ,---- - --+s--- -�;,,-- T _._ -- _-__-_____ — _ -�'q.�.i, ""'_"' ._'*„�"" ��•��..'�'��.'TT t w ,... c �•'j'4' -M'�'6i�'aY�.'i7� �;y...� 'Necyi'"_ �"'��'�Y' � '�, - ��'y 'ft 4 + . t T. f � Ly G F CE DUU� - SYMBOLS AND ABBREVIATIONS N\ C38�-- - ---F---- EXISTING FIRE SPRINKLER PIPING it i i I I I � I i ----•-f NEW FIRE SPRINKLER PIPING CONTROL VALE WITH TAMPER SWITCH --a- FLOW SW TCH i 1 FREE STANDING POST INDICATING VALVE I i i - 37 i RISER i � ® FIRE SPRINKLER R SE • FIRE SPRINKLER HEADb A { l I T"6 A182-3W Fu 2W A*M S I i n HORIZONTAL $IDEWALL FIRE SPRINKLER HEAD i i I i i I , 4 36 l i , GENERAL NOTES - FIRE PROTEC ON ( AA CONTRACTOR SHALL PROVIDE FINAL DRAWINGS AND FINAL HYDRAULIC I i I I I i CALCULATIONS PER COOS, INDICA+ING THE FINf�L PIPE CONF;I;URATION COORDINATE WITH ALL OTHER TRADES TO PROVIDE AN INSTALLED SYSTEM ' I _ — �— �_ f _ \ STRUCTURALI BUILDING MEETS ALL CONSTRAINTS.IREMENTS OF CvJE ANO THE ARCHITECTURAL AND 035 — � t � t — � � —� t t --4 � � � f 1 IR Y UNIFORMBUILDING -_ B6. PROVIDE HOSE STATIONS AS REOU EDB U OR C'�OE, I DOCK UNIFORM FIRE CODE, AND NATIONAL FIRE PROTECTION ASSOCIATION. 107 S CC. CLASS ONE STANDPIPE SIZE. LOCATION. AND NUMBER OF HOSE VALVES STAIR NO. REQUIRFMENTS SHALL BE BASEL) ON THE ATIONAL FIRE PROTON TR CN _ ASSOCIATION 14- INSTALLATION OF STANDPIPE.A Q_HOSE SYSTEMS- 1993 EOITION.FINAL CONFIGURATION TO dE APPROVED BY THE AUTHORITY s STAIR NO. 107D 108A — / HAVING JURISDICTION, �—•' --- _ - DO. FIRE SPRINKLER SYSTEM REQUIRED AT ALL OCCUPIED FLOORS OF THE FOOD L� COURT INCLUDING FIRST AND SECOND FLOOR MEZZANINE LEVELS. PROVIDE + FLOW SWITCHES AND CONTROL VALVES WITH TAMPER SWITCHES TO ZONE WASHINGTON _ ALL ARES OF THE MEZZANINE LEVELS COORDINATE WITH ELECTRICAL AND ' ST IR NO. i TENANT TORAGE_ 100 "' A OR OR I AND FIRE ALARM SYSTEM TO INCORPORArF THE ADD111ONAL SETS OF CONTACTS. - SOUARE EE- IN FINISHE CEILING AREAS COORDIN T OF SPRINKLER HEAD WITH LIGHT NEW 8" i _ — _ - / FIXTURES BEING INSTALLED. PROVIDE RECESSED TYPE SPRINKLER HEADS IN SHOPPING CENTER CONC. SHEA __ f0 4 ROOMS WITH FLUSH MOUNTED LIGHT FIXTURES. PROVIDE PENDENT SPRINKLER M 03 WITH ESCUTCHEON N ROOMS WITH SURFACE MOUNTED LIGHT FIXTURES. WA WALL STORAGE TO REM �miniI I I I I _ ,e 33 RTH ENAN� ARE I 1 - FF. PROVIDE AND INSTALL i-HOUR FIRE STOPPING PER ASTM E814 AT ALL I-HOUR '�'�• �•� STAIR NO. I 1 14 0I,A FLOOR AND WALL PENETRATIONS. Ext - -- EZZANINE 0 1� 12 GG. FIRE SPRINKLER MAINS AT FUTURE FOOD ESTABLISHMENTS SHALL BE SIZEu TO 0 ( 2 — -�- I • I --- - - i � r100D SHALL BE RY CHEMICAL fLER SYSTEM.FIRE SPRINKLER SYSTEM AT KITCHENG�/` D COURT�—` `/tJ EDGE OF TAIR NO- \� I EDG TNG MEZZANINE HH. SPRINKLER PIPING SUPPLYING SPRINKLER HEADS IN ELEVATOR SHAFT(S) SHALL FOR I I I I I I I 1 \ BE PROVIDED WITH A CONTRN VALVE WITH TAMPER SWITCH. C32�-- -- —�---- I- - , 1 I- _I� I�- I---I I— - PAC�C{ _ = f� JJ. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID DEADONE AND FIELD VERIFY •o • _ —� INIF Y - CONDITION AND PIPE SIZES OV EXISTING SPRINKLER SYSTEM. PORTIONS • °• I I^� �� o o• o O ° . - OF THE EXISTING MAINS. CROSS MAINS. AND BRANCH PIPING MAY BE REUSED ° I I • ES I IF MATERIAL IS IN GOOD CONDITION AND DOES NOT CREATE CONFLICTS WITH i I 04 105 I / NEW CEILING HEIGHTS OR OTHER BUILDING SYSTEMS (HVAC. PLUMBING ETC). ._ . EXIST COL • • • /� • 0 o o —o ° ° KK. CONTRACTOR SHALL PROVIDE A SEPARATE BID FOR ALTERNATE /4 BID SHALL • COVER PROVIDING SPRINKLER COVERAGE FOR WOMEN MEN TOILETS AND — /,-£C�VATOR I ° EAST ,MALL I DISHWASHER TRA' WASH AREA ON FIRST- FLOOR MEZZANINE, REFER TO 3� MALL v I I • C� ARCHITECTURAL. MECHANICAL. AND ELECTRICAL DRAWINGS FOR LAYOUT I I 11 I 1 I o o IN THIS AREA. C� _ O o C E ` o VESTIBULE 1 - ° ° — ° I \\ ° I ° ° ° ° 0 106 4 _ EXIST COL • ' �- oe TAIR NOTES THIS SHEET - FIRE •O • I I I ito J_ 30 I I t I I 2 15) I I I I I PIS I O FIRE SPRINKLER CONTRACTOR SHALL MAIN FAIN THE WET PIPE CONNECT TO THE I i / TYP. ---- - I EDC OF EXIST, EXISTING ANTI-FREEZE SPRINKLER SYSTEM (TO REMAIN) COVERING COVERED LOADING DOCK AREA. RELOCATE RISER LOCATION IF CONFLICTS OCCURS WITH a Ep PAprF MEZ ANINE ANY ARCHITECTURAL MODIFICATIONS, PROVIDE TAMPER SWATCH AT EXISTING 14 fd SHUTTOFF VALVE AT ANTIFREEZE RISER COORDINATE WITH ELECTRICAL AND FIRE .; \,\ 4t (�.' ALARM SYSTEM TO INCORPORATE THE ADDITIONAL SETS OF CONTACTS. FLUSH r'/��t3, q`r« I _ I I I EXISTING GLYCOL SOLUTION FROM SYSTEM AND FILL MATH NEW GLYCOL SOl U110N C� - — - EDGE F EXISTI AREA _ 5 STAIR NO. -- rr' �� I - `u IN UNOC UPIED TENANT SPACES WITH NO CEILING. PR0V10E UPRIGHT SP KLER 102 I 1 HEADS TO PROVIDE TEMPORARY PROTECTION. PROVIDE ONE ARM-OVER CAPPED y v. �1~- FOR FUTURE CONNECTION POINT FOR TENANT FIRE SPRINKLf..R SYSTEM. ~4.At�}4�� STORAGE I E, T WALLS _. I - _ TAIR 0^— — - — \ 3. ROUTE PIPE TIGHT TO DECK AT III; SLOPE, OFFSET TO CLEAR EXISTING �� '— -- STAIR NO.__ OBSTACLES. r _ 1 IPROJECT NQ.• 93-371 =� - • - - •— —O 4. ROUTE NEW TEST DRAIN PIPE UNDER EXISTING SLAB AND DAYLIGHT AT FACE OF - "'((( 06 — - -� ��J�~^ LT Ifs RB. DRAIN SIZE SHALL BE 2 WCHES IN SIZE. SEE DETAIL 2/F2.2. � � i� ice.I AfIEArAt>E IIIc" • �� QwrNiy� -- --- --1 ---- -- -wm n _ 6.5 _o _ • sI ST ZONE GRAIN PIPE FROM GOND FL ABOVEpa amm J" 1 09c )1024 50 28�---- _ �-- __-- ° 1 `1 —� W NEW RISER UP TO SECOND FLOOR. --- -- 11 CONTROL VALVE WI-,H TAMPER SWITCH AND FLOW SWITCH. LABEL FIRST FLOOR 2 6 22 94 JFP ADIEN COURT NORTH." SEE DETAIL 2/F2 2CS -- = O PROVIDE SURFACE M011l�ttf0 PENDENT SPRINKLE HEAD WITH ESCUTCHEON IN C ALL UNFINISHED AREAS. 'r _ 9O. EXISTING 9" FIRE SPRINKLER RISER TO REMAIN. - 027 -- __ _ - _.__-_ ° ..____- e - -- 10 ONTROL 'VALVE MATH TAMPER SWITCH AND FLOW SWITCH. LABEL "FIRST Fl. ° - FOOD COURT SOUTH." SEE DETAIL 2/1'2 2. EXISTING BACKFLOW PREVENTION DEVICE. 12 EXISTING FIRE SERVICE MAIN. Ibt Ow 13 EXISTING FREE STANDING POST INDICATING VALVE 9�'b 14 TEST/ZONE DRAIN PROODE SHUT-OFF VALVE. TYPICAL FOR TWO. � FLOM q " �. IVa , U. - 15 PROVIDE SEMI-RECESSED PENDENT SPRINKLER HEADS IN COMMON MALL „ AREAS. D�IId a 025 — I - --_ ---�I —. -- --- -- -— - --- - - -- — - _. ori+ J I Ms�e .. MAN t� I ar JIB!t 11M --- - .Joe Ilk I�MIOI+A ow� FIRST FLUOR PLAN - FIRE PROTECTION i I/I E.. ...,—_ 0 g' 16' _ 32' 48' Rd f5\,y VVeshingiOn �5 g4 0149 i of Q6 S IF THIS NOTICF.APPEARS Cl.FAIAF.R THAN THF. �CT g 1998 IXX'IIMF.NT,THF.DOCUMENT IS OF M ARCINAI,QUALITY. N11CROFI1�M ED I��l�l� titll�IJill Iam Nam ►�i�I�i�irfll�� ,1 Ililtlilll�ll �i�li1'�itll� IIIIIni IIIIIIIn IIuIIIIII lrIhIITI�IIIHI Inlltnl nnlnn IIIfIInI II1IIn11 IIIrhII nnlflnNnlhm Illtlnu m+ll►Illtlnmrl IIIIIII IIIIIIiiI lili�llllht- IIIINt 1111+1111 illl�ili+ lilt lilt ltllhr;Itnllhtli..tnln'I InIIIIII Iinlnn 1111,WJW 1 i P N.5 T H G F E D I I � ► � I I a i l I . III I I II . I I i Ili I I i I I ArdAK41M nM 4 r WOW DMOPS STORAGE I � 17 , 206 089cad AnM^ BwMA wA=4 ! I TOM M82-3*0 Fool 2W A000 I I ( ( I I ® STAIR NO. i � i '. (36 - --- - los I I ! COONFER. 2 9 ! I 20 - t I I _ I 0 FI � I I I 209 u II (35)— ELEC I I I I lei I I I 2 ROOM 1e TENANT SPACE 2Of 4 205 'o y 3 , I � I td 0 I CONTROL VALVE WITH FROM FLOORS TAMPER SNATCH (TYPICAL , FOR EACH ZONE) ABOVE. C � - FLOW SNATCH (TYPICALZI) TO FLOORS FOR EACH ZONE). ! ABOVE. RS Y o. TENANT T TENANT WASHING�'OR 1 •---- - - - - _ -- TQ FIRST FLOOR FIRE ✓' _`�. 4 PAC - ti SPRINKLER SYSTEM. S��A� � � ! / � 0 212 rMDi�47, 21 � ELEVATOR N ac ►man - - -- - - - RISERImMu ST IR 0. N ' +__ SHOPPING CES 33 I a r INSPECTORS TES` AND GRAIN pp I --• • E STAIR NO. (TYPICAL FOR EACH FLOOR) e o 0 0 0 0 0 • FIRST FLOOR GRAIN VALVE pN P (TYPICAL FOR EACH ZONE). _ 2' DRAIN PIPE. ROUTE - - o 0 0 0 0 0 0! o 0 0 0 • • • I-_ • • • • • i 21 1 UNDER itOEWALK AN i 141111 • — —� - _ - -�-- — - - DAYLIGHT AT FACE JF COURT 0 0 0 0 0 0 0 0 0 0 0 0 o f` CURB. FINAL LOCATION ter_ — —�-- - - - - —t—- - • RCHI TEC TO BE APPROVED RO'JED B Y C a2 — 0 0 0, TILE PAVER — — E COURT ® ® �« IN ESCALATOR — ® / -�A UNL - — -u0°� — -- —°— o — 7 WINMM PACIFIC. INC. _ 11 t 04 — - - -- - — -s` ._ =—• — - - ,. 2 CONTROL VALVE/FLOW SWITCH DETAIL ESCALATOR _ o ° • ° _ _°_ __ _ _ _� -- — \ I ® tz —� _ _ �o a TAIH N� ® ® — — F2.2 NO SCALE I_ _ LRT _ �- ° ° o ! ° 0 2 — — ° SP I 0 0 0 0 ' • • • • I • • -• • �, y' NOTES THIS SHEET — TIRE a�a V x Ksr T 1�. JJ/ � r-- -- — — ��--' _ 1 A 29 I f I I STAIR NO. TEST ZONE DRAIN. PROVIDE SHUT-OFF VALVE.TYPICAL FOR TWO. COMBINE DRAIN ,wlol 4 - - • - - - - -- — - - — - PIPING AND ROUTE DOWN TO FIRST FLOOR <y �•• w 4N0 UG F •"a �- - - - - —` _ 2. IN UNOCCUPIED TENANT SPACES WITH NO CEILING. PROVIDE UPRIGHT SPRINKLER M°µ at� \ U TE T "'� NT TENANT tl • p HEADS TO PFcJV+DE TEMPORARY PROTECTION. PROVIDE ONE ARM--OVER CAPPED E�u� ,.a ;./ `A( _ E • __ _ • - — FOR FUTl�RE CONNECTION POINT FOR TENANT FIRE SPRINKLER SYSTEM. - - - 6 1F�—NII- - ' 2 ?20 • F PROJECT NO.- 93-371 _ 222 _ _ _ _ _ 3. CONTROL VALVE WITH TAMPER SWITCH AND FLOW SWITCH. LABEL SECOND �Y - _ — �11�QR- • — • e _ 9. 1 •_ _ \ FLOOR FOOD COURT SOUTH.' SEE DETAIL 2/F2.2. i+v1DIrYIGc IJIcrA)F�1111D e+rC. +. 228 4 RISER FROM FIRST FLOOR a uYraw AM •OWM p a r S. PROVIDE SPRINKLER HEAD AT TOP OF TRASH CHUTE. t♦ ;i • • y •• I is 6 CONTROL VALVE WITH TAMPER SNATCH AND FLOW SNATCH. LABEL "SECON j-6111&4_jP � M m 2 0 ® FLOUR FOOD COURT NORTH." SEE DETAIL 2/F2.2. f ENAN PA ' WOMEN L• o o • 7 TEST ZONE DRAIN PROVIDE SHUT-OFF VALVE ROUTE DOWN TO FIRST FLOOR. 229 227 —� p ■ O V �7 _ r ° ° p• - +� a PROVIDE SEMI-RECESSANT SEATING ARE AREAS. PENDENT SPRINKLER HEADS AT FLAT CEILING OF MEN ■ I 225 9. PROVIDE SURFACE MOUNTED PENDENT SPRINKLER HEAD WITH ESCUTCHEON IN Am A p _ ALL UNFINISHED AREAS. [-�- -1 • 10 DUE TO NEW SWITCH GEAR ROOM EXISTING FIRE SPRINKLER RISER SHALL BE RELOCATED TO NORTH EAST CORNER OF HALL LEADING TO SWITCH GEAR ROOM. N& Or ,1N OwM A; .Z -OM w 11. WATER CURTAIN SPRINKLER SYSTEM AT PERIMETER OF RESTAURANT MF 6 • ESTABLISHMENTS. TYPICAL- Q-6 �w�� _—+ 12. PROVIDE CONCEALED PENDENT SPRINKLER HEADS IN COMMON MALL AREAS AND 2W FL" FL" 10 AT CIRCULAR SLOPED CEILING. � ` 13. PROVIDE RECESSED HORIZONTAL SIDEWALL SPRINKLERS TO COVER AREA BENEA'm SKYLIGHT(S). ® 14 NEW L CATION OF EXITING FIRE SPRINKLER RISER INS TCH ROOM. i 15. CONTROL VALVE 'NTH TAMPER SWITCH AND FLOW SWITCH. LABEL SECOND FLOOR TENANT MALL SOUTH. SEE DETAIL 2/F2.2. 16. PROVIDE SPRINKLER SYT TM F (S). PROVIDE RECESSED PENDENT SPRINKLERS WITH CHROME FINISH ANC+ WHITE ESCUTCHEON. COMINATE MATH ARCHITECTURAL DRAWING(S) CEILING AND LIGHT FIXTURE(S) TYPE. Grp SECOND FLOOR — FIRE PROTECTION PROVIDE SPRINKLER SYSTEM FOR E INS) PROVIDE ME ESE MOUNTED L �� PENDENT SPRINKLERS WITH CHROME FINISH AND CHROME ESCUTCHEON. C_ COOf,DINATF WITH ARCHITECTURAL DRAWANG(S) FOR CEILING AND LJOHT .Ilbft �� 0 8' 16' 32' 48' waft FIXTIIRE S TYPE. IS CONT>Rr VALVE_ WITW TAMPER SWATCH AND FLOW SNATCH. LAM � SECOND FLOOR TENANT NORTH' SEE DETAIL 2/F2.7. J Y5e5 SW W/hmyum SG Rd W H'7�j RUP 94 0119 < 72 o198 o a. O ` Y r. IF THIS NOTICE.APPEARS CLEARER THAN T'HE OCT 8 1998 11IOCUMENT,THE DOCUME14T 19 OF MARGINAL QUALITY. NI R IMFil�MED Ijl�l�111111 if 11 1111111111111111 lil�l�l�l�l�) I�I�I�I�I�IFI 1�111!11!1111 I I�I�i++ljl�l�i 1 I�I�I�I�i�l�l I�I�I�litjl�l I'i�l�i�l�t�i�l I�I�I�I�I�I� I�I�t�lll�l�i"� Nd uilnu nuhnth�uTnlunhnll;,Ynnnlun.nnluu nnlnu nnlul mllun nnhm nninn nnluuluufnu Halon nn111 y .`` '*' ,` ': ,a i ry n ,, -. - -,�\s rj::a-.. _. ,--T.-xr, --fit'•,-:-r_-a-..._ _ ,ry.._... .r_W1_.:�,� .�Y�"'71r ,.,.. ....Ms•.±..•+�, ,YI'lsi"� rs I '�'s 'rtieY-•i."' iT' T• ItAf '[ ► T' .,., Recoptude Single Twist Loc Rowtocle Duplex 1 wiet Loc r + Receptacle - Duplex ., ,sem .:.:c�•rw s :: ar.0 4 {� Recptucle - Dupler Above Counter i� Receptacle - Duplex Flush Floor 1 Recptacie - Double Duplex I I ( ReeeptnGe - Special Purpose Flush Floor Communication - Telephone Outlet Flush Floor Switch - Single Pole �I i $2 Switch - Double Pole I! I kdftdM Mild a t6ft D1 $3 Switch Ttwee--Wny 0 N F X AVln^801ft WA=4 II Q Lighting Recesxed T4= FU20 0 Lighting - Recuesal Wail Wash y 1 • � ' - - _ . . Q Lighting - Wall Mounted i I Q L1911ting - Ballard l ' I ® Lighting - Exit, Arrows As Noted r • O Q O Q Lighting - Wall Mounted Exit, Arrows As Noted 12• O O 0 O 1r Lighting - Recessed Fluorescent 1x4 • NEW ♦• CpMT, -- NEW 4' CONDUIT, CONWT 02 O O CONDUIT r ® Lighting - Surface Mounted Fluorescent 1x4 i NEW 4' CONDUT,, NEW 4• CONDUIT, CONDUIT • 0 O •gpt CONDUIT Lighting - Recessed Fluorescent 2x4 `J O F 0-1 Lighting - Surfoce Mounted Fluorescent 2x4 PEA CRAVfI .•• 0 .. 0 . .. 0 (TYPICAL) •• ". Lighting - Surface Mounted Fluorescent 1x4 On Emergency Circuit ! i Lighting -- Recessed Fluorescent 2x4 On Emergency Circuit END VIEW OF Lighting - Strip „ 4 r . -. :was,.:_a . .Ga .-.r. .. .. •- _ - � PRIMARY SWITCH VAULT 0J Power - Junction Box ' NOT TO SCALE • Power - Special Purpose Connection WASHINGTON 4 Power - Motor SQUARE R a (� Power - Fused Disconnect Switch w .. _ SHOPPING CENTER: ' r, a Power Disconnect Switch Power - Combination Starter l �MM OREGON Power - Motor Starter GENERAL NOTES ' Q Power Transformer ! A PROVDE 4' CONDUIT BELL END. B. GROUT ALL CONDUIT PENETRATIONS. ElPower - Vault r - C. LABEL ALL VACANT CONDUITS WITH tC Power - Surface Mounted Panel . .� + PLASTIC LAMINATED TAGS IDENTIFYING CONDIJITS AS SECONDARY, PRIWiNRY, m Power - Surface Mounted Equipment OR TELEPHONE. D. PROVIDE 2001b PLKIWIRE IN ALL Power - Electric Wb11 Heater WMAM PALM INC. VACANT CONDUIT'S - I» Power Baseboard Hooter 17 n Power - Coil Signal - Volume Control f Signal -. ! . � . _ - •• r • � .! ! .^. ® Recessed Ceiling Speaker �r• -,t' Signal - Microphone Outlet - - Signal - Pushbutton ' • + ' Signal Buzzer ` © Signal Electric Latch Fire - Thermal Detector veFire - Smoke Detector � ;3 ', + '� Ate _• .,+C". .• \ .,, ��., i(` "'' \' ,�' __.�._•,= , -_ :_ —_ - ' (S)r. Fire Duct Detector ' t} r! ® w Fire - Fire Alarm Speaker FA Q!'HFE Fire - Fire Alorm Speaker with Strobe ."45 Fire - Fire Smoke Damper +i' ' I� focr• :-z�sr �_,,r Y. .-r _ _ . . ,.e,.,:. ` ill 1 Fire - Post Indicator Valve A . Fire - Flow Switch 4' t' .� Fire - Pressure Switch INTACE ' ERF 1 It1 dr'I: :�-r"Yi—u�;t i f Flee - TQITIper SMIttFI ENGINEEf��nG INCORPORATED DIM" 16 C(WTRACTOP SHALL SNORE IEJ ,:•'.' Fire - Fire Alarm Bell AND STABIUZE LIGHT POLE, BASE AND r I FIXTURE, PRIOR AND DURING ALL ( J Fire - Fire Alarm Horn 1 EXCAVATION WORN IN THIS AREA. Fire - Flre Alarm 13e11 / Strobe NEW TRANSFORMER, UV Et.O NEW PRIMARY Fire - Fire Alarm Horn / Strobe 96x" PGE TRANSFORMER SWITCH VAULT 3 CONCRETE PAD. REFER TO 3/4'RGS E1 1 4�� y :` $►SFT A1.2, tIETAIL 15 �P P A16z ;�/ r ® Fire- Fin Alarm Pull Station 003 015 234 T / EXSTING GTE TELEPHONE P , // Fire - Firs Alarm Visual Strobe - r0 ; �" VAULT. 4MFY LOCATION _ 4 1/2•RGS 1XA-2,1 �'•... __ -.z _ __ - PRIOR TO SD , , 4 / Flre Magnetic Door Halder - r. 10- 8 r VIA CONDUIT •� (� ' a DUSTING r Fire - Relay 0 `; DUCT BANK S/ it I -. / 1e / Q UCHT POLE / ® y NA CONDUIT w, I v - 6, BOLLARD / ( : 1 �- DUCT BANK _T / f I (TYPICAL) A1.t �'' �: , Fire - Firs Alarm Annunciator Panty ft O11s M OesaMw► ,iF 3 �S 1 1 �,ts'»".,.,.�•j' •s`'. NEW PRIMARY COF�IAT'S d ... At.2 Et.t ( 4 \_ 4'C.Q AND EXTEND INTO � 14 5 ! INTERCEPT EXIST1Nr, (4) Fin - Fin Alarm Control Pants (2) 4'C 0. E1.1 Q Mum r NEW PRIMARY SNITCH - PAPAL � �� 1 vAUIT. PROVIDE NEW 2001b ® Flee Magnetic Door HolderELEC IIP TO MAIN TELEPHONE Q a AM "STI 02 SWITFuLIMlE FROM HEMI PRIMARY _ - l'1i�. + I � T , I )OS COI.DUIT SOTCH VAULT n4 48 MAID ® TRI 60 Adre,3sable Progromoble Relay Interface BAU(HOARD. REFER I SHEET �C+ S s �utn i /3 /!4,47 V � E5.4 t OR CONTOtUAAON i YMIKL SCHEDULE 2 S • Communication - Telephone Outlet 3/4-C Witt 'OOIb Pull We U O N. RUPWTI N li 04 Communication - Telephone Terminal Soard t ` ♦ CommuMcation Intercom ADA M Communication - InterCGnl ADA Master u a a,. -- i! � \ \ - -P Conduit ExMltinq Undeegrama Primary Conduit U.O.N. wit i hyyy ` Condolt - Underground Tslphone Conduit VAth 2001b Pull Wire ab � RETJt TO SHEET E1.1 —� + - • e- RFFER TO ,,INET E1.1 FOR CONTINUATION .4 '* : -4—S-- CoNlult - Underground Secondary Condult Wth 2001b Pull V" Jolt ft � lu" FOP 1', TINU A TION ' 11 ; ` 'I` .1� t - Erner ey Standby Conduit ,- y, � ----E-- Conduit Underground gest .• - C PARTIAL ,BETE PLAN ELECTRI AL G�� . � � _ • MIFTIS __� C.O. Conduit C�tfy W tis 2g01b Pull Coro 4� eta r', 9585 SW yya•hingwn S4 Rd BUP 94-0149 l3 of" r , IF THIS NOTICE APPEARS CLEARER THAN THF. OCT 8 1998 INN IIMENT,THE DO(A)MENT IS OF MARGINAL QUALITY. n11( '��)`A"Ln��,,�� )11iT;��)i�i� ��i►n��+i� �i��li+rnm f�i�i!��;);I �i�i)i)��il,��de li�i��li�ni ►��►��i►�ir fsfen - - n nnlliti nnlnn ull�nl Inlni�i Ni11n11 Ilnhnl�il�l!nl!I�lt f - {, a^ r i • n: _ h �' +d'r. ' �r' 'F'° . F , -fir' _',b1 q +,,. '•a ..c.. , eSq,�`.j' �!'dty 'll'• •'P 4'•',11' � z. -t ,r." ;, s:l" - `+ *:Cr tq � ''�i•tA '�: F�r°f._.ys�. 1 i a ,rti - a' ". .' `A .,� �ra ,�r ""` '!!�'•y°♦ '. •� Y'W. •. ,,+r•'.I' { r r 7F y"' r _ ^? .-: j7jy'''��{ •.seg D �' '1! ' , t y:. t}-i�:, .lj. • s. S. . ,r. 1 . , �b raY- , ..y F•' • • .� r .'a a ' -r '!v �� Al r' * �♦ r-'ti` • L' r- , Ar ' 1 ..) F' i'r ',��". i 1 1 ��'a �� I .1.�! �•, •�u. ��Z ; (h" \ ..'—y_- ,.rye y - NEW POE I ; �� •...► NOTES THIS SHEET: GENERAL NOT a ; PRIMARY SMA TCN - - --- -__ E ' O AND VAULT { 0OION 16 CONTRACTOR SHALL BE REQUIRED A PRORIGID STEEL CONDUIT FOR ALL ANGLE BENDS. ai r NEW (4) 4•C 0. - I VIl9VIDE.DIVISION td CONTRACTOR SHALE SNORE l TO UTILITIES LOCATED PRIOR TO COMMENCING INCLUD14G T40SE THAT ARE CONCRETE ENCASED. WI TH 2001b PULLWIRE '�—�I) I AND SIAlAU1E L1GH1 PALE, 8A.% AND + , UNDERGROUND WORK. t 6711AIRE. PRIOR AND DO" ALL 8 PROVIDE PVO BELL BENDS FOR CONDUIT TEkMINAT10N5 (l.l EIKAVAIION UN IN THIS AREA O DIVISION 16 CONTRACTOR SHALL PROVIDE IN VAULT. UNDERGROUND VAULT COMPLEIF PER P( INTERCEPT EXISTING (4) 4`C.O. i EINI5TING PIX.E REQUIREMENTS FOR PGE PKMIARY SWITCH C GROUT ALL VAULT PENETRATIONS. ' AND EXTEND TO NEW PRIMARY I '+ SW VAULT. PROVIDE NEW a 1 INSTALL PER PGE STANDARDS. ` 1 I f D. DIVISION 18 CONTRACTOR SHALL CUT EAISTtNG ASPHALT r ON 16 CONTRACTOR SHALL PROVIDE 2001b PULLWIRE FROM NEW P 0 DIVISION 12 INCHES ON BOTH SIDES OF DITCH OPENING NO( ' PRIMARY SWITCH VAULT TO '�p i I TRANSFORMER PAD COMPLETE PER PGE REQUIREMENTS FOR P( PAD MOUNT ASPMAIT PATCH CUT AREA WHEN DITCH AND SACBACKFILLEXISTING PRIMARY VAULTS 1 IS COMPLETED. 614147 AND /1414& ( I l I TRANSFORMER. INSTALL PER PGE STANDARDS. p { E. DIVISION 16 CONTRACTOR SHALL REMOVE AIL SPOILS i pp F j DISPOSE Of SPOILS AT AN APPROVED SITE. pPOVIDE k (• '�t;t1)VW�• EXISTING ' I t DOCUMENTATION TO THE ARCHITECT THAT IRIS HAS # CONDUIT rt I BEEN DONE. i �MI EXISTING i W30 RIX CONDUIT #3 F. PROVIDE ALL BARRICADES AS REQUIRED TGMI . �p - EXISTING G. PROVIDE OWNER TWO WEEK NOTICE PRIOR TO ANY p CONDUIT /2 I EXISTING laM`�NO� T NOt'�iAT® SITE WORK COMMENCING. ( p EXISTING TELEPHONE --� p - 006 _ VAULT 7-3 VERIFY - 6•• BOLLARD DNI r CONDWIT 8840 S.W. BURNHAN H. WORK SHAH BE ACCOI/PlJS11E0 AT SUCH TIMES - y' • . LOCATION � TYPICAL AS NOT TO INTERRUPT THE SCHEDULE OF THE MAIL ' ( ) �I' TIGARD. OR 97223 TENANTS NORMAL OPERATIONS. __,--«- - EXISTING PRIMARY N. - _ - - - - - SEHACE VAULT 14148 ATTN: Mit ,AM WIESI(ANP NEW PCE TRANSFORMER -�� - ._ - ,.. - _P- - - - P- -- - - - -P- -- `---� (S03) 820-3943 • , � , ,..... , .. _ CONCRETE. PAD UVB 38x96 ' r _ I, PROVIDE HOT TM SEALS AT ALJ. ASPHALT EIXlES. - ( T - i PROVIDE PLASTIC 3- BASE AND INTERMEDIATE SPACERS N •�% i•.v .. .. 11%1'wl � t! P� FOR All BURIED CONDUITS. NEW (1) 4"C 0 WITH 14899 S.W. OLD SCHOLLS FERRY R0. K. PROVIDE 200 LB PULL WIR[ IN ALL VACANT CONDUITS. ~N REFER TO SHEET E1.0 2 2001b PULLWIRE BEAVERTW OR 97007 _ FOR CONTINUATION [1.1 EXISTING PRIMARY SERVICE VAULT 14147 ATTN MR. DAVE ELLIOTT L. PROVIDE (2) 4- PVC CONDUITS FROM EXISTING (503) 990-1924 TELEPHONE VAUILT TO NEW IN ELECTRICAL ROOM SOUTH TELEPHONE BACKBOARD y M ALL DIMENSIONS SHOWN ARE MIMHMUM SPACINGS. N. CONCRETE CUTTING, REMOVAL AND PATCHING SHALL NEW EMERGENCY GENERATOR - f` ®� .I ' _.. ... .__ .- ... BE DONE BY THE GENERAL CONTRACTOR. t 125 KW 2 77/4'�OV 30 4W WITH WEATHER PROOF ENCLOSURE �� L_. UP TO NEW SWITCH GEAR . '_ _-„t 0. PROVIDE A MINIMUM OF 3 SPACING BETWEEN AND TELEPHONE BACKBOARD, CONDUITS THRU THE FULL LENGTH OF THE DUCT BAN!(. 2nd FLOOR ELECTRICAL ROOM 1 SOUTH. REFER TO SHEET E1.1 FOR CONTINUATION �- WAS t ' SODA SHOPPING CE 1 1 -717 PARTIAL SITE PLAN - ELECTRICAL � T. � o SCALE: r -30r-v MAIN ✓�!' TEEEPHOYNE BACKBOARD 1 NEW CMU NEW ASPHALT WARNING MARKER �- BLOCK WALL a. HOT PATCH FINISH GRADE SEAL EDGES T2 WITH HOT TAR EXISTING (TYPICAL) VIV�NMAR PACiF-1C, ASPHALT NEW ASPHALT WARNING MARKER 12- HOT PATCH FINISH GRADE REMOVE ALL LOOSE TYP v 4' HN �_• SEAL EDGES DEBRIS FROM UNDER WITH HOT TAR EXIISTNG ASPHALT EXISTING (TYPICAL) ATT 11U ~� Cl�P (TYPI C AL) ASPH AL 710 12" . . a. 100% PEA GRAVEL s N REMOVE ALL LOOSE -' TYP s e BACKFILL DEBRIS FROM UNDER 4• 4- EXISTING ASPHALT 0 . O'jO (TYPICAL) _ N \ 4 4-• -— 0 \1 100% PEA GRAVEL - 004 — BACKFILL 7 1/2- UNISTRUT GRID PRIMARY SWITCH TELEPHONE CONDUIT (TYPICAL) L'p� CONDUIT TRENCH DETAIL 3 DUCT_BANK DETAIL: y E1.1 E1.1 NOIT TO BCAL.E E1.1 E1.o NIN TO SCALE •' rnr .F rNYY 7r WARNING MARKER TAPE IN TWO PLACES GROUND FLOOR • { NEW ASPHALT 1 AI. 1t FINISH GRADE �_--- SEAL EDGES INT�ACE � , 1 • WITH HOT TAR C4NlPORNa IM EXISTING (TYPICAL) —�� - PVC - RS CONDUIT IN AIEO �+�M ,I . ASPHALT EXISTING CONCRETE ADAPTOR FOOTING AT GRIDLINE 26/P _� �, O - t 2 - CONDUI T 1♦ REMOVE ALL LOOSE WARNING MARKER DEBRIS FROM UNDET- TYP DUCT BANK A �NN NEW ASPHALT -� EXISTING ASPHALT -�' (8) NEW 4- PVC SCH40 CONDUITS lfii. q HOT PATCH FINISH GRADE (TYPICAL) :r 0 3- CONCRETE ENCASED ----�1� TO PGE TRANSI'ORMFR VAULT SEAL EDGES `4 0 ENVELOPE AROUND 8 ` WI1H HOT TAR 4- 4" 4K 4• ( ) (2) NEW 4 PVC SCH40 CONDUITS i. NEW ASPHALT 4" RGS CONDUITS TO EXISTING GTE TELEPHONE VAULT EXISTING (TYPICAL) O O O 0 HOT PATCH ASPHALT � 4•Q4- 4- 4- � _--- — ., 12- — \— BACKFILLA ` ASL s ELECTRICAL ROOM SOUTH 2nd FLOOR - ELEVATION PLAN ._ REMOVE ALL LOOSE -� rn - DEBRIS FROM UNDER N � E1.0 E9.4 To EXISTING ASPHALT + S • ate'.. .. t00X PEA GRAVEL -�� 04- - 7 1 2- 1 BACKFILL O I / A. DIVISION 16 CONTRACTOR SHALL PROVIDE GALVANIZED RIGID STEEL CONDUIIS FOR ALL RISER CONDUITS. _ + B. DIVISION 16 CONTRACTOR SHALL COMPLY WITH 8�TM TRANSFORMER PRIMARY MAIN SERVICE CONDUIT SECTION 16190 FOR SiESMIC 4 BRACING. I SITE PLAN s DUIT DUCT BANK DETAIL DUCT BANK DETAIL C PROVIDE �4 REBAR AT 12.O.C. AROUND PERIMETER A� CON � CONCRETE DUCT BANK IN LONGITUDIAL DIRECTION E1.1 E1.0 NOT >1 ALENOT TO SCALE AND I/4 REBAR AT 12-O.C. IN HORIZONTAL DIRECTION. D. SIESMIC 4 BRACING SHALL BE PROVIDED FOR CONDUIT u. AND DUCT BANK SUPPORT. ' .T Drm 4W orate , • -.l�bNo► �l pM0 Rd T 0 9555 SW W. BUP*"149 T v 74 of" fi IF 1HIS N(1TI( F.APPE.ARSCLEARER THAN THE OCT g 1998 IXX IIMFNT•THE LXX IIMENT14OFMARGINAL Q1IALITY• N11CROFILMED i�ll(�iiji(lil(li�il(�j�i�i i�j�j�t�t�i�( I (�ili�i�i�ilil i�l�i�r�lii�i i r�ri►;i�r�l�� rl�ljlr��l►Ir i i�1111111111i i j1!Jill I�j,l DINoIN wAK■NIIuM __.._ - III�IIII IIIIIIIII IIII�IIII IIUIIIII IIII�IMI IIIIIIII►IIIIIItU nUlnu IUIIInnlminll II!Ilnulnnlnll nnlnn I1nlnnlnllllm Ilnlnll nnlnn nllhm Inl�ln Inlnn nn1n1l I►nlnll 11it!I+, • IIlin Inthn11111h1n mIlluth ul Ilnhlnhullnu m 30X 41 1 f MN HO' , + r - 4H-1,5 H H11' Hi I* 3 iS' � f 5' S 'F5 6�1' S REFER TO NORTH Ist FLOOR 3 MEZ2 KM. SMEET E2.3, 5 DETAk. 2 FOR CON70CATION F5' 2 'He 'FS' 3 ARJ ,III Limb Doo \ 8019soord Anenla 8uft WA OM F5' 5 2 'He Y"6)OV-3M Fa>Z 2M 5 5 'i5' 'f5' 2 'He 3 i REFER TO NORTH —� tat ILOOR MEZZ PLAN, DETAIL 3 SHEET E2.3 FS' FOR ;ONTIMUADON 'F6' S 2 H8' 5 UP i UP TO FIXTURE TYPE T14 AT PU—. 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'A3o' 'A3a' 'A3d 'A3o' 'A30' Ate. Ate. ,Ak, 'A30' 'AM 'A& 'AJa' 'Md �, ze, 2q AIO � 25 � Ala' 'Ala' 'Ata' Ala' Ala 'Ala' Al Ala' 0 LS-15,17 1 r 1 NA DIMMER 76 1 Ala' Alb' 4L-27,19,31 /p'A2' 9 9 13 t 1 J 3 3 5 S �A2' 1 YA-1 4A 'F5' 3 I 1 1 ` ,Ala. 1 Ala' Ala. 'Ala' 'Ala, .AJ . AS' Ata A9' A2. A2' A1� ,Al. 'AID b v 5 913 e 6 >L 6 1 'F2' 'F2' 'F2' 'F 2' F2' 'F 2' 'F2' 'F2' 'F2' 'F 2' 'F2' F2' f2' 'F2' F2' t 1 J 'F 6' r r�' F'Y F2' �y JIC A� Ala' 'Ala' * Ala _ Ata' Ala' i Ala Ala Ato' Ala Ata Ala I ' o Alo la' 'Ala Alb' 1 t 3 3 3 5 ; S 7 t 1 r'T 17 9 9 13 F5' 1 t ��4, `rO+SUIE o fl0 Ala' Ala' Ala' Ala' Ata Al Ato' Ata 'Ala'� Ala' Alb' 5 5 7 7 7 7 7 7 9 9 13 7 IX-6,8 fs-, LS ,3,5 ,9 MA OMIIJER 71, Z2 'FI' 'F12' 'F1' 'F1' 'F1' 'FI' ,'Ft' 'F1' 'F)' ft' 'Ft' F',' 'F1' 'F'. IAMI AID' AID' .1 AID' AID' AID '' AID' 1D' AID' AID' Alb' _ �p�� --N�---�,p�� AID' fTj' J 11 t1 it 11 11 � i' 13 13 13 _� l3 - i 3 iN TFRF ACE +?� Ar� d 'F6 J ENGINEERING LS-11,13 I 2' INCORPORATED � w. VIA DUMEH 73 Ei r 3 3 'FT 6-14-41 NPA ADM"Nm 2 su rJcHT .�, "1 IM-011 J= (EVUL WMN E3 REFER TO SMTH lot 1 fT ;CTR MEZZ PLAN, F7' SHEE r E13 DETAIL 2 FS' 1 FOR COi1TNUATION -� 20AMP 120V OR 277Y iw-- 3 F9 1 1 TMST LOC RECEPTACLE ,F9' 117 - A� APPtJC ABIF - 00 1 O REFER TO SOUTH lot FLOOR MEZZ PLAN, SHEET 'Fg' Na Dtl� N E2.3 FOR CONTINUATION 1 FS' 3 'F5' 1 'F5' 3 'F5' 1 'F5' 3 }�El' W"TM F5' /HH"YA T 3 i5' 1 �� J 46brid 1 -" [ _THQ_LIA� 1 RFFEREN 1 DET AIL 19, SHFF T A 4 1 REFER TO SHEET E2.3, DETAIL 2 AND E5.4 DETAIL 2 FOR CONTINUATION SECTION THRU SKYLIGHT 0 --- 12.2 _ . OF� MIR-- v Dmm f) NOTES THIS SHEET' --- ____.__-- �� Gl�dNd N*R _ DSM �E a N~4 a. 0 NOT USED JM - �------- n M 0 DIV" 16 CONTRACTOR SHAM PROVIDE 2nd F�rL%0 R -PLAN — L NG NEMA L7-2nR RECESTACLE AS PER DETAIL " va •�� I6, SHE7_T A/.3 MO DETAIL E2.2. r, - n 9585 SW Woshington Sq Rd SUP 94 0149 �- 78 of 98 " IF THIS N071CF APPUARS CI.F.ARER THAN THF. 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FLOOR PLAN, 3 3 3 3 SHEET ! r CON A .. _. . _'1..-- -- -� S REFER TO 3^0 . • _. . _. _ .. _ .� _ _ 1 6 fS' t 3 T5 R OUR PINI, SHEET M F� CONTOWATION ' .1 yr,� r - •t lir t 1H-13 F5' 13 5' Ai diCkM F�� 13 REFER TO SWITNTT TIOU S01 9loofd AIM%M�1%M4 P(it CONIWUATIOM TsWd 10T,9�/10 Fu XM AG-M 6 T6' l � 6 'FS .�x�Y.,3►alialr� > 3L- 3 5 IF6. �. $! Ib REFER TO Ist FLOUR PIAN. a A10' SHEET EV FUR 7 Alb' CONTINUATION u ' '►�� 41 "" 1� 't 'A1b' AlD' �, RUB TO 2nd ATD' A FLOOR PLAN' AID' SHEET E2.2 FOR i r CONTINUATION Alb' 6 I ut1+'�e;ariyr'i. e ' Y' 40. r _ 1 NORTH 1stFLOOR MEZZ PLAN _ Lr.+MNG WASH SWAP E CJf"�OPFINf{a T1GAfM, IOREC�N REFER TO 2nd FLOOR PLAN, SHEET E2.2 FOR C0147"TO , r• .' J FS Wlil AF PA FIM TO 2nd a� FLOOR 4. SHEET E2 FOR 3 FS CONTINUATION C REFER TO 1st REFER TO 1st J 3 ,`5, FLOOR PLAN. FLOOR PLAN, '. . 3 'F5' 3 'M' SHEET E2.1 FOR SHEET E2.1 FOR T6' CONTMUATION CONTINUATION 2 SOUTH 1st FLOOR MEZZ PLAN - LIGHTING ' - ,•a, ',1. 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Ckv" t -•..t 3 2nd FLOOR MEZZ PLAN -� LIGHTING r qUp 94.0144 • - 4' ' '" t 'w;� . 1 IF THIS NOTICE APPRAR3 ULFARFM THAN THE OCT 81998 DOCUMENT.THE DOCUMENT IS OF MARGINAL QUALM. n, WROFILM ED 11Ill Jill;I;I 11111;1�1i1;1 nt;�;l�i;l�i 1��,��1�� I�inm 111�1�1 lrt;l�lil;l;l lel mli{I�Ij � Rws sy asys - rs iiiiiiiiiij 111, n - .F1' t 1 • . ' 91F t fYMt ,• y � 10Fif C&OACTOR SIX STARM *-J1 T .� 4tlON 31 3w fw 1 ? ' a ,.. GARBAGE SIU1E JOA 'NTIO CT T r I CONTROLLER 20A 120V O 000v V-3R V. V, - 1 � tt.___- - _-- .., - .� 4H-14,18,i00YN a1K 4aoto r - BAF 1 ; RLLFORTO SHUT CONTINUAE3 3 TION 1r,-414 t4 `• I 1 Jti-17,19►21 14 (Alit I I t j 8018ro w A�W t WA O1 TWO A02- MRO Fit yJd I�fl*q m BAF U1H-3 I S.OICW 4a.1 30 +- � ( -__. .._ �. _... _. � . •... _ _`.�.._. _. ... .. _ - _.' . � '.-�� _ . ..`_ . `_ ...__ t � ( ;._ -mac' � I;( • 9.71 t _ ._..__._ ' y� ..r.r.�.l#w .. - .. {_r•' ........_- .. . Its.:._ "'_...._ _ - _ ._. �_� ' �._ :._ . j I I ,. FP-14 W N { ASf-iiNG 1/2w v7V 10 QFCTRICAL CIRCUIT VQUA t f CONNECTIONS N.I.C. � ) _•; , i 2L-29,31,33,J5,37 21-39, 1 FP-12 i{ SHOPPING CE 1/2HP 277V Io ' I /10 #10 A10 110 r0 ELECTRICAL CIRCUIT MID i t - }� •— 39 41 CONNECTIONS N.I.0 40m, ;.. 2ti 11 33 35 37�- +11-6- AFF 26 -6' AFF I TYPICAL OF 5 !1fiCAL OF 2 FREE STANDING F000 COURT I.D. KI:15K 20A 12Ov, VERIFY LOCATION _. ..r .• - I .. - � - - ^� AND YJUNIING hf1OHT Cf TH ARCHIIEC T PRIOR7 +, F• F t 3' ` TO ROUGH-IN - I 4 ,. - fl-PA 1 FOR O OKW 480V 34 (� 3H-11,13,1S F F'�� i i cJ 1 . iti (j� i #10 'A q � 1 �M :', WMM� M PAC 9C, INC. SFB x-2 I L ;irle„4 I PW 120V I* x-3 /10 PROWE DOOR CLOSURI 110 {IIF �`3 JUNCnON BOX ABO1E DOOR 3 ' 11-38.]8,40 fk) J J ' AS DIRECTED BY ARll11TECT. •? ,�� .'r K` '� xfAFY LOCATION rt" ro 24 / 24 r° 26 � I ROUGH-W. (TVP. OF 2) 29 moi' 31 33 -� +1 r-6' AFF 1�0 ~''�-�_ '��-- +17-6' AFF `- Y&bR SIGN LOCATION 26 28 • TYPICAL OF 5 /r TYWAL OF ? AND Y INTING HEIGHTS • . 37 31 l�iT►1 Af83lEC!PI?IDF +�.MF / J +36'AFF -- /10 �p /IC fl° it-24,26.28 �p TO ROUGE;-MI L t 1L-29,31,3313,`,37 1L-30-41 1XA-6 %op28 GR 1 r 112W 277V If 1/2hP 277V 10 ELECTRICAL CIRCUIT AND ELEC tR1CA1 CIMIT AND CONNECTIONS N.1 C. CONNECTIONS N.LC. I1 rl Ire LAA INTERFACE orb M M ENGINEERING 04CORPORAlED �wM fir 1. _ VA/3P 60CV N-1 8 AF 7 1 �5.0 KW 480Y 34 OIWSION 18 CONTRACTOR 5•�W 4d0Y JII Ml1M 1 125 HP 480Y 30 ! 2H/2 '29'3 w/1 HP naov 30 �.HAL1 PROTIDE NEW 22A 2 2H-9,11,13 2H�19.31 KAJ THERMOSTAT t REFER 10 SHEET E3J I 34 I 20.22 1" Dift 1111111! IOA/3P 600V N-1 T1� FOR CONTINUATION RAF i I EIOSTING 2.8 KM MV 16� BASf80AN0 HEATER 1 EXTEND P"CONDUIT ��S ��' _...�_. _..+-_ _.. . ..�-- •,.,--- .—►-- _.._ TO � 1L TM rF, Orf DhA90N 16 OMTRACMR SHALL PROVIDE A 90 D CLAnfft 8 MG12 NO2 X22 911E 0COM 37E FOR THE STARTER AND O.L. PROANN 1 AM N01ES ---�— SIZE FOR THE wOTOR AND BUS9UTANN 12 MTP IBJ �, ,. CLASS"-AK 12SP FUSE. _ r —- A DIVI90TI 16 CONTAACM SIAL MCONNECT NO Dmw JZA RF_OON ECT ENING UNIT h►AIERS. RF]_OCATION --- - - r - r\;> pNStON 16 ('ONTRACTOR SHALL PROW__ A SHALL BE BY DIV190M 15 CTIITRACTOR. Gll" iNP1l SO D CLASS" SCG14 *2 Y76 X11 9ZE 1 COMBINATIM STARTER NTH BUSSWWN 16,AW 00 �1lat�l „ • `'S CLASSfPS-AKi5SP FUSES 8. DIV" 16 CONTRACTOR SHAM PROVIDE CONDUIT, IM, BOXES, INSTALLATION AND OON WC70 ETC. Job ft di"m FOR ALL LIE VOLTAGE T E110MATS. THERMOSTATS -- 5 O OIVt9ON 16 CONTRACTOR .,'HALL PROME ALL SHALL BE FURNISHED BY M49OI 13 WACTOR. ELECTRICAL IITERWCKING AS IIEOUMI£D tET1�1 �• SFJ AND DH--1 TO PKII"T INDEl UNT OPERATION C. NEW UNIT HEATERS MALL BE RO"Sl1ED ANO N'iTA LED d BY DIV" 15 CON`V.CTOR. MASON 16 CONIPACTOR SHALL let 1 LW_1 1 PLAN POWER ikR1FY EXACT LOCATION COWN.1dR CONiROIIDR PROVOS CONQINTsr (3 115, CONNECTIONS AND JISOdRIECT DANS BCALE 11��t-0► - -- ;�� NTH AROVICT PRO TO tROUGH-IN. 9486 SW Washington Sq RA r OUP 94(I t 49 78 of go IF THIS NOTICE APPEARS CLEARER THAN THE OCT 8 1998 IN)('IIMENI,THF,O(X'UMF.NT IS OF MARGINAL QUALITY. NI K'ROF11 MED !L-4 111111111111 wl,I'Iil(Iln1hu11t1tI IUIIInI�ilnu uuhnl nrilllnhrrrinll nttl t11n1I nI1hHI 1nlhnlhnllnu unlnn nn1lHhHnluntulthtn Irnlntl nultm nnllnl HRIm1 nulnll+n11nn nul'.rn ILLY 1lntdunlnn nitinn nnh 1 - y. .,, l�we. ,4y a+ t>.r q,l ' 'S� .r �r r fi,_� .�1 .,. •; r• >♦-•L • `r ,,. t�. - .... _ _ ,. ..r._ LY - .. _. ? - - ery - Al .. ` .. � [f'i�- `, � r. � I°�.'�," cam,■"' q, i yt .° ... ` � - -` . � �i .. � t ; I , r ' ' 1 , �, '. � 1 �r , 1 � �' 1 ry � ( '•F� ' r ' .. �•., 1 , ' rA., "' - y ;k ' t I ,. .. •` i HOT WATER TANK •; t t _ _. _c c t500w t20v t� cl UASL Np 71 ro {, 1 � a�-oto , I 1 ,f� ii :��• CC":f� � I ��' �. • lro A,_'m ► f �! 11 ( r. vAl >R 1`• -- .>~--i t fl° 4 k ^ Ilielb �1 _ . 10 i��±, I { `w 101 booed ANN^ 8oi� WIA O R 1 � ._ _ .. f i',•, I , !I rte. ,i. +��.' I 1wia0ll J�fi-3+100 ft 2W MOM L of h 6 Y 010 10 >b I. I ( . - �p I, NArN t WASHINGTO �kr ' I SQUARE 1 f 31-16 2L-19,21,23 ( i 1 I• r rM�_ . 2L-1,3,5,7,9 1n0 21-11,13,15,17 JL-12,14 25,17 A° �,r,,�,.t . �.�1 1�� CE a c: ,0 Inc i T+ _ nD mp MAJOR FOOD COURT — #a 1N�- i.D SIGN (3) 20A 120Y 2 4 , .. . J _._ _ �1+�. ..'t F_ ,}.•_ CIRCLATS i }O J 5 7 9 t 11 13 16 l7 MEW '9 21 QR C� C) U O O �� I 0 O so AMP 1ao��so 1. 4w O U '1 23 O2s s 27�� t s Oma.M r _ I t M - - - �' NEMA CAMERA 2 AMP 120V SIGN DIRECTORY i � CONNECTED BY Dt�i5i0N PROMDE CONNECTION J J J20 AW 120Ys' 16 CONTRACTOR A5 RE WIRCD E OR 10' !! i t I ` f } I I i `` i �''�l P�1CM1, COMPLAND OPERABLF SYSTEM n0 CAMERA 2 ANP 120v ( t :I CONNECTED BY DIVISION AxOCK, 25-d 120v 4L-17 16 CONTRACTOR F8.0. COt♦NECTED 1 ...__ ,. ,. ►.F..y�....,, ....r.�:,�.�: . e. y.- 1 BY DI V150N 16 f r CONTRACTUR 1 2 3 Q 5O G7 O9 \1 x`_.111013 - � 1OO12 019\`_Jn � ' O23 20� 6 270 c1. ►•...«s •Ytti• -.ss...:_s.....,. .•way I t- + K. ° D Flo ->~ , 110 1101 L 1,3,5.7,9IL-11,13,15,17 1 -�RT'C'-' 'L'��'� 1� •, 4l 16 � 1L-19,21_23 4L-5 7 K-' IL 25.27 4L-1.3 IXA-5 50 AMP 120/250 1f 4w I �7Pa t - -L t NEMA I i� p0 too iL flo IL-8 f = I rr—= INTERFACE ��r I►w■ 't ENGHMRING au INCORPORATED iIFgM LIN 12' _I - �- 111 6 1 .L-s ;,I , ;,' ?' ,c ~�-'f..0 Ilw Oltb M �w e' 10 -r p _ _ c,ER Z FCt - 1L-4 2W R.OM PUN r%mcn 50 AMP 120/250V 1. 4W :L1 1 T REETR TO SHEET E5.4 RECEPTACLE — HOT WATER TANK ` FOR CONTINUATION 150ow 120v 10 �� - . SHEET: REFER TO SHEET � 1 I -- ES 1, DETAIN 3 ( DIVISION 16 CONTRACTOR SHALL LOCATE ,ACTION BOX MTH FOR CONTINUATION i: 20 ACNP DOUBLE SMTCH IN FALSE BEAM FOR OCNNECT)ON TO NEON TRANSfIS". VERIFY ;OCATION KITH ARGOTECT } ' PR+OR TO ROU(M-IN - DOW �,I 0 DIWSION 16 CONTRACTOR SHALL LC ATE 1T•E 20 NM 120V 3W TMST-LOC RECEPTACLES IN THE MUHANICAL AIR SLOT. ALL I, RECEPTACLE BODES AND RAISED OOKR RATES SHALL BE lock NM yt 10 3/4' �- 4 3/4. I PANTED RAT BLAB( IN COLOR RETER 10 SLEET E2.2, DETAIL 1 � , ' • ,' DO (3) VERIFY LOCA-XX OF rLoOR ems PRIOR To RmH-M. Jib CENTER ON F1OOR TILL. t�ttla �- +� DIVISION 16 CONTRACTOR St U PROVIDE CLISTM FLOOR } 1 g ox�aMAT a ��iN roi�o w�R�FU)0R TTIIL �CUSTOM FLOOR BOX 2nd._�1�FLOOR PLAN- POWER 0505 SW W�shington Sq F7d FD, ,v� � f-a Ill IP 94.0149 74 nt 90 .ti, ` s • IF THIS NOTICE APPEARS(•I,F.ARFR THAN THF OCT g 1998 DOCK;MF:NT,THF D(X'UMENTIS OF MARGINAL QUALITY. 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NTH PLUG I/ � UH-12 --� I 1 IN SOCKET ASSEMBLY AND RETAINER. \` 3.5 Kw 277V 10 A UNENCO D-15 MOTTIONION I F - I SENSORt0 I ' I I TIMING � ELECTRONICS I I 113 114 I I I I I r I ( 2 ' I B I I WSu rand Arum* � ft WA=1 32 ( I I �--— — T4038 1082 M FBI 206 A43-M N 11 Y-13 0 __ — BOOSTER HEATER Jt-19,21 no " 3H-35,37,J9`F--MK�`-'s- 30.0 Kw 480v 3e � - - - -J 60A/3P WHOTOILET ROOM FRACTIONAL HORSE- —� po 1 13 3H-3x,40.42 600V N-1 PO%FR EXHAUST FAN, FURNISHED AND INSTALLED UNDER DIVISION 15. DISHWASHER - 32--41P 7.5 MP 480V..30 �lL_ ..,� i TO COMMATION STARIER 3H-29.31,33 4 ��11EIFCTMCAL INTERLOC 'IT"TRAY WASH EXHAUST FMN CON13INATION STARTER - �N_; 4 TYPICAL TOILET EXHAUST FAN WIRING SCHEMATIC - m ac H*1#2 . .'�„a t._'�aN+UrIII '�►� ;r>Iwt wey-w�' NfL1�lA1!M aw mrz�la.,: +4* .Nh-►�,..wr� 1 NORTH 1stFLOOR MEZZ PLAN - POWER QQ WASHINGTON SOUARE CONDUIT ABOVE SHOPPIt 10 CENTER CEILING OCTAL SOCKET — �pyy�� ASSEMBLY � G�+1Vf� SPRING — RETAINER ---, �— U.L. LISTED OCTAL 4' X 4" X 4_ BASE DEEP NEMA-1 CONDUIT ABOVE DELAY JUNCTION BOX CEILING •OFF• tt'�� TIMER SAW CUT TWO GANG OPENINGIN CQWI�lMAR PAC,�RC, INC. OF JUNCTION 80X OX TWO GANG DEVICE RING CEILING t1 -- TWO GANG FINISH DEwCE PLATE, PLASTIC. PAINT TO MATCH FINISH OF CEILING 1L-34 REFER °>UATION 5 DELAY OFF TIMER INSTALLA i ION DETAIL TO acxx 2 SOUTH 1st FLOOR MEZZ PLAN - POWER AlLe. 1/r _ - *`o Pill • "5, ollEooa ,� '�%cl IAM e INTERFACES A+ ENGINEERING INCORPORATED rowirm r— UH-14 _ 15 3 0 KW 277V U 0 KW 277V 14 19 a= ADoeoN Na t 4H-15,17,19 28 \ 17 �.-' - -- 2e Do*- 2L•26,28 ._ UH-15 -� 3.0 Kw 277V 10 2XA-.5 CELEVATORlet Ali? 2ndLERP •�� 0V r� 5 ELEVATOR CONTROLLER 5 20A 120Y L Doom omm JIM - D& JM(K U4 C] ��- no SIMI No, _� 0 3�p 2nd FLOOR MEZZ PLAN - FLOWER 0 E3.3 - 95e5 SW WashmQ10n Sq RA iy RUP 94 0149 e0 of 98 IF THIS NOTICE APPEARS CLEARER THAN TNF ()CT 81998 IXX'IIMFNT,THE I/OCUMENT IS OF MARGINAL QUALITY. n�rcrtc�r�rr,n�F�r� III Jill i�l III � iali 1121111111111111No I tttltttt ttnlntt uubttt ttttlnu tntltnt unbar ntlnn nlrintr nu!I�umnlnn unlludnnhnl nuhnl nnhn+tnul �, • >y , L\' ''fi'r. •r, ,. �., .� ;. 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Q c J 11aC) J FP-2 F2 O 1_P-5 -- /12 tl� ! 3OA/3P1300V N-1 3 IL-16,18 112W 277V 10 n2 3/4HP 277V 1� J 2 2H--26 11C ' 2H-?0 2 FP-7 I,2 1/2HP 27N 1� 2 FP-4 211-20 3/4HP 277V 10 J I ,Eo'1►r.,;,%' 1 1 41'T Lk4�'► 4t w 2H 2.4• Ir0 512 /10(G) 2H-20,22 ; , 2H-8,,0,, 24,26 FP-6 �/ ' :t i ' 1 INTERFACE i M•» 2H- 77Y N i� 21 / ,�� I N �4 ENpIVEERINC �Y ...��. .../ .. t INCORPORATED +r• A .r. •' :i ..J ,yy''`Mi ~.^~- .-. =.:�..r~... __._`.• ! ...»...,_ .. _ ,._ ..__........ -r_. �f. -. _t... _ _ . ._._...__. "�._-..•-i-I,.-..•.� . _�It�N�� rI +� _ . - j I� .-.._ if UH-6 I I UH-5 - - _ ,t'. .` 7.5Kw 48OV 30 (� 7.5 KIN 4800 30 ,3,5 1 N' 2H-1.3.5- 30A/3P H-1.3,5 �l: ,w•• � _ _._._;_. . _ ___ . _ _. I . ,j __ —_ 30A/3P 600V N - / my 0-1 1' C'� ft Deb � O�IMF�I i - -7 #10(% 10Ai / b.�M 7 ��?�-'� 9"Tie �1 .•_w, -_:-s _ •:� __-�- __ _.�� 2 2t1d F�.00F� M.�IAC POWER / ,r FP' 15 ✓ 21+-1.3.5 ' 1/2HP 217V 16 NOTES THIS SHEET CORAL NOTES , (� DIVISION 16 CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF F1XTURES A. DIVGON 16 CONTRACTOR 94AU PROVIDE CONDUIT, VW. BODS, INSTALLATION, EX' �d �` 11) ! �✓ AM DEVICES wM DIVISION 14 CONTRACTOR PRIOR TD ROUGH-M. FOR All LINE VOLTAGE: THERwOSTATS. THERMOSTATS AND CONTRA RELAYS SHALL 0� � , DIW90N 16 OONTRACTOR SHALL INSTALL ELECTRICAL PJW SNITCHES AF" RIt B1' DIMSIOI 1S CONTRACTOR. - - ev ESCALAT'OR L"7 IS SET. CO-ORDINATE LOCATION AND INSTALLATION NTH DIV 14 CONTRACTOR. 8 NEN LINT HEATERS SHAD BE FUINSHED AND (NSTALIID BY DIVISION 15 CONTRACTOR. - arlSION 16 CNONRtt WR SMALL PROVIN CRcv M CONFECTIONS AND DISco KCI NG MEANS p+ �1 PROVIDE (1) 1/2• Rlao STEEL JOFIDUIT wT1( (4) �1T THNI CU. FROM TOP _ 01,*4 OF THE ESCALATOR PIT TO BOTTOM ESCALATOR PIT ATIALHNG TO THE ESCALATOR TPM SYSTEM. Job Ilk a O DIVISION 16 CONTRACTOR SHAH PPOVOE NEMA-3R DEVICES IN 801TOM ESCM ATOP PITSON"Ch 16 CONTRACTOR + 3 2nd i=L00R PLAN ! POWER 1 0 "OUM OU MALAfOR PIT AND TRUSS �PROVE AiN1TD R1c� STtEt C01OlIITS _ EU p 8C,11LE Ue •T-0' r� 9"S SW Wssionpron Sq R,t t BUP 94-0149 Al n199OIL ■ �' IF THIS NOTICE APPEARS( I EARER THAN THF, pC1 g 1998 INN'IIMF.NT,TNR DOCUMENT IS'IF MARGINAL QUALITY. ntic�itc�t�ti,�1f?D D fIMM "a w Own f T M -- '_.':. - ..-. - 331_ i•. .�.- .r �..!'. r,�_;,._ , . _.M"•,�.. .y r ,aj .Yq. - . tr �'� '.ta'c:••,.�F Sr:' �r n,. .f�v" '."N".?'-,..d„ �,. .!^'!'... "C�M".M- -47".�.tF'.+•'. r,-'s" _ •,�YPM":'+'Ylf.X.• irYML�"":uMt,'+�j. f 1 l AL t !i kldiMc PION A WNW 02 0*M4 AVIEW 1 , Tom 1t2-, m Foot al A*.i= '.Sr.'-:T. :.`04444L _:`r.=+4W •.,iiK,.«-.+s:. ..�Prr ....a&a,+�i,F'�=�. .�s•�i$w a :+.c.,.� Ss .rkir+. + inr_.._..,.�n'1.i ^+:: '::.c:e. `! Jo `.� t I ' `, ', i'•rs� Vii• ',+I'• 1 [F-3 1 1/4HP 120V 10 1 SAI-2 JL 1 7 1/2HP 480V 50 _ I WCC2X--1 TO '-SfAT LOCATVD IN RiCTRICA1, RN NORTH -.-. - .30A/3P�DDv Nem the ,. -w:. . ,j".. ,•.X '.�•. .•,� �.+ aa' s•i4.• e' '_.; - .y .-xe• w. a.r,.t -►+4.x.:'- �►.' Wer ,r•*..w Y p / WASHINGTON. SQUARE I a nD , SHOPPING CENTER �o TK1AM, ORE�.iC�IV SIJ-3 3OA/3P 60OV N-•3R MCC2X-13 7 1/21P 480V 30 /10 HONE W/CRND BAR /10 WP 21VCC-13 an 30A/3P 600V N-3R ,p HONE W/GRND BAR / . - k-27 r_--- EXHAUST FAN -�rYCC2X-5 3/4 HP 120Y 10 � SM-S - /,0 3L-25 ALTERNATE µ 10.0 HP 480V 30 'IP WMIMAR PACIFIC, IVC, TO TOILET EXHAUST ELEC ANTERLOC TION STARTER 112 HP 120V 10 "WASHER COIIBINATtON ALTERNATE /4 f' STARTER - .y_.t #__♦ 1. § +w 'A m 5HP 480V 30 2H-21,23,25 #10 SY-6 10 CNP 480V 30 i 30A/3P 6GDV N-3R HDNF W/GRND BAR nD /1U MCC1X-1 n0 nom_ S��g111MELc' "!' i J Gil 1 NCC,X-3 30A/31' 600V A-3R - SIJ 4 HDNF W/GROUND BAR i 3OA/3P 600V N-3R -- 7.5HP 480V 30 �P' HDNF W/GRND BAR IMCC--3 INTERFACE ab / 1 t � rw.it ENGMRING 4L - INCORPORATED ND r p SAI-1 MCC1 X-S r 7.5HP 480V 30 1L-30 1t+ 1110 np - TE-, ._._ __ TE- 1/4HP 120V 1i —1 WAP iL-12 20V , IL-14 fir;.. 11-1Z , Gil WP w*p N 1L-12,14 + NA TIME CLOCK �2H-1S,17,19 _ EF-2 J 2H-1! 4,19 Me, _ Ods_ M 2H-,5,17,19 �� wP Shed Tb PLAiV — POWER TO -STAT LOCATED DOTES THIS %jE� �.,• 1. 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AMPLIFICATION FOR NEW f900 COURT DEVICES. PROVIDE NEW r- INDIVDUAL FOOD COURT SMOKE EXHAUST FAN. LOCATE MAIN CONTROLS AT FIRE ALARM OONTROL PANEL DIVISION 16 CONTRACTOR SHALL PROVIDE ALL NECESSARY TRIS, TOGGLE SWITCHES, PILOT LIGHTS. ETC. TO INDIVDUAL FANS. MEET ALL _ .. _...._ .. k. REQUIREMENTS OF ALL AUTHORITIES HAVING ® d1RISTICTION. PROVIDE A COMPLETE AND OPERABLE ' . `,ar Hit" ^,��1p1 F j SYSTEM. i O ._... - - . WASH I NGTON o SQUARE 1 j— 8• RISER Q o FIRE ALARM ROB DIAGRAM SHOPPING CEN'T'ER +10'-0• AFC 11Q/�f71�1, CIFE<i`.�1� _.. vERIFr LOCATION WITH 1 c PR10R TO ROUGH-fri I � Q FORT WINMAR PACIFIC, W.O. 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TMG 404Mp Fu M104M t i 1 7 1 '1 1 1 • WASHINGT�IV Fit OnOUARE Ol SHOPPIIVt,x TMAMI ORM I pop I ,. 1 i IL W1NMAR PAC19C, IVC. >> ' J i11 1 , �KFw IZ-31 - W4 INTMACE ENGIPOINNG I INCa"ATED di- r IN, Ddb or Dwil " SYSTM Dan a. ,gut a rw 2W R.� PI.ANI — SYSTE witKa .� . . 0 ry 9555 SW Washington Cq Pri BUP 91 0149 _= qe or 9A IF THIS NOTICI:APPF.Ah%('LEARF.R THAN I HE (ICT a Doll �4gDollIIMFNHF'7,TIN)(IIMENT IS OF MARGINAL QUAL1l I- N11(,ltOFl I MED -Ow Im"m a �unlnn nnlnu i Ilk- IM A { -4 �,, .L '. '•,!"r �'.: " 5 •' �' ..", °• �r , . " . .:8..h� , x.d !f ` ,,�0 14.. ''�.1`� ��p,� �y '�Ylei! ^s' .'�.�� ""fit � �s��MW. "TIM .•1 Int lo.'l'.., „}y '.. M! �1 .. r .� �4.`i .♦ . , ., , , • y'•r� .`, �a. i .�.�'� ".'PfE•i� .'�L�'�� s' � � A., «L ''.:r.,. -�I� r. •�... .�j-`,�G?T' :,�....,• _ 2'C.O. 224 . 002 352 _ _— TO 2nd FLOOR TO TENANTS 4 •m- f TFENANTS SPA(IS I ON lot FLOOR 194 C3�) 'F TO TENANT SPACE 1 XW VA 063 I REMOTE ANNUNCIATOR - 4'C.O. LOCATED IN THE MALL X16 CU MANAGEMENT OFFICE 3N36 GROUND - PER NEC 2)4 REFER TO 10001-3P GFI INCOMING PANEL MDHP SHEET E5.3 MS6p PULL SECTION O WIREO M� MU O ORE O PULL 1000/3N GFI 4000 AMP WAY WAY SECTION � �L ft �! ANN 300A 4 POLE DIMMER - - OQJ2 277/480V 233 O O O O O d A�� MCC A1S 480V NEMA-1 CONTROL 1000l3P Gil 30 4W 1206 AMP (1) 600/3P ; PANEL PANEL PANEL PANEL PANEL PANEL PANEL MMDDHP 277/480V (3) 400/3P T 1 O ,� O O 400AV KVAR T61=�-ti��ft�AOT j IX 1 XA 1 X 35K AIC A81NE T I_S 4L 1 L 1H 2H v r" 4U0/3P 30 4W (2) 200/3P PRbV. PROV. L 1:0 6 PRbV3P I<VA ! �.__ ___�. _� 2nd FLOOR 03s 388 352 -- 3/0 cu __ - N Cu —'— ---- ---- SOUTH mptr GROUND GROUND CA PER NEC PER NEC . A24 234 (8) 4%.0. GALVANIZED TO UTILITYRMSTEEL CONDUIT CONCRETE ENCASED N ( D TRANSFORMER 2' EN'WLOPE 19NIMUM 003) 604 2'C.O. 015 r 234 2'C 0. } k TO F000 COURTTO TENANTS WA 'NGT TENANTS SPACES ON at FLOOR 002 %WUA , 084 ( TO TENANT T'SPACE ,03 ! 386 ► ` t , 134 063 74'C.O. ARAM+ 002 coo;) T-3 30KVA SQD H362 E12 4,UD H362 E12 VIRE V l"'J O Q MIRENO PULL ELEVATOR 60/3P FU SW ELEVATOR 60/3P FU SW WAY WAY SECTION PANEL C PANEL CONTROLLER BODY NEMA-1 CONTROLLER F � 60oV NEMA-1 PANEL PANEL PANEL PANEL O O O /.1 O 2XA 2X I SOA FRS-R SOA FRS-R 3L 2L 3H 41i l."'i' --.wr, NEMA aft KVAR MOUSE KEEPING r 225/3 �� ENCLOSURE 2XC PRN EDC 103 103 (103 103 I T_4 O PROV o PAD ( K) ' 125 KW/173 KVA O O --"—� of 150KVA WINIV M PAC*IC, 277/480V 30 4W ELEVATOR -�-- ELEVATOR 386 604 233 i�VA .(6)200A0 V. 25HP 480V 30 25HP 480V 30 -- 2nd FLOOR r2 CU --'� ROUND _ NNORTH?r GR NEC I/: CU G - f GROUND PER NEC . r r FEEDER SCHEDULE GENERAL NOTES ONE-LINE RISER DIAGRAM A PROVIDE 3• THICI( CONCRETE RE11fOR= HOUSE .` WT To SCAIKEEPING PADS FOR ALL FLOG' STNNDNG EQUIPMENT. 002 2#1214 1/2'C (U.O.N.) ROM. SHALL 13E ONE MATT OF /4 12' x 12' O.C. 003 (2) 2PR/18 TW SHD W 3/4'C. RCS S � HAWL GROUNCONDUIDING lUbMABU3iTM ON+-1/4' ALARGER C. DIHSION 16 SHALL PROVAX CONDUIT, VIRE, HEAT OEIECTOM E), 4, IN 1 1/4'C. RGS AND CONNECTION OF 7011KI E SOUNOID VALE TO ELEVATOR '� t S14UNT TRIP BREAKERS N PANEL 4H; AS REQUIRED FOR 3/10, 1/10 GiNO., N 3/4-C MMPLFTE AND "A&d SYSTEM. P I L"�✓i-�'4 L f INTERFACE 036 28f0, 110 CNGEN004MRING.. IN 2'C. INCORPORATED r `NI +r 408, 1,10 GND., It' I-C. TRANSFORMER SCHEDULE 30. 110 CND., N 1'C. I 1 TTC MN#jFp4 "nNm �(- 084 4/4, 1 r GND,. N 1 1/4•G -- - T-1 SQUARE D / 15OT3H 150 KVA 480-120/208V 30 4W -'� MADE KORFUND 103 3/2, 118 GND., N 1 1/4'C. --- --- v-— ISOLATION PADS - T-2 SQUARE D / 3OT3H 30 KVA 480-120/206V 30 4W WALL MOUNT 104 4/2, 108 CND. W 1 1/2'C. 84 T-3 SQUARE D / 15T2F 15 KVA 4 --120/208V 30 4W WALL MOUNT T-4 SQUARE 0 / MUMMUM111 1/2 KVA 480-120/208V 30 4W PROVIDE KORFt1ND 134 4/1, 105 CND•, IN 1 1/2C. ISOLATION PADS 233 .43/0, ,/6 GIC., IN 2'C Ode — `� NOTE SQUARE D OR APPROVED MANUFACTURER. Oft_ — 234 4j4/0, 1/4 GNU., N 2 1/2%. RGS _-`- 352 4/350 NCM, 1/4 W, N YC. �Ym rmnilln cm . 353 %%W MCAT, 1/2 GNO., N 3'C. 384 4IF40 MCM, 1#2 GNO, N 3 1/2-C. t 40M ARCM. 1/2 GND.. N 4'C. O386 O2 SETS OF 4#M MGM, 1Q GND.. N 3'C. � 3 Orman JAM 604 2 SETS OF 4#350 MCI, I/1 GNO, N A. Choftd RPR A23 3 SETS :1F 30= ARCM, 1#3/0 GND., N 3 1/2'C. In IM A24 3 SETT OF 4P00 MCM, Me.. L4 4'G • 1t11111fa. ., : � 440 11 SETS OF P RCS CONOUITT pQY, OO NMM ENCASED r i' ,► t b� 10119 SIM W1lrhrnglOn,q Rd to 9 09 0!98 wo d IF THIS NI)77(E APPEARS ULF.ARF.R THAN THF. pr;,T g 1998 IN N I1MENT,THF.tWlIMFNT IS OF MARGINAL QUALITY. nttclic�rtt,ntt`a>' L:1 0101L A I�I�I�l�l�l� I�I�I�I�I�I�I I�I�I�IlI�I�III�I�I�I�I�I�) I�I�I�i�l�l�l I�I�Ijljl�l�lll�l�l�l�l�l�lll�l�l�l�l�i�lll�l�l�lll�Ijl I�i�1�1I1�1�1�111�1�1I1�1�1�11[!i�l�l�l�( INon rise w a+Orl ..,,u 1 r1nil�u ullnn.Ildnn nnhm n11hu1 null 1 i qpI ► M6:+. !l�°.-.I?qrs,:.,�.� .. .}.y.x.� k'.'t'eP .:may.. -.r •w��.s.: '4-c,Jr 7_.�....-/�!+ ,w.ape a :.r�,.. - Jw :♦ -w`r- Y -.�^:ln suw.,:3ti•ac- �t 3' .�.Y��k f.imlS Is�.a±:� ,.- w .�.,._.�4I.....�.n r•...'sS' Y''A' Y x,.a r. • --., `M'ti9r4:. .—r 1 ..r�,._ �spen.w.. �..a.wMF'?`1R*..,,.•iysw. Y , ;.E Fps ' '".� a ,..._.... -. - "' .. , r"' il tt.: NQS _418'- = f r. r 120 VAC 10 ("ri 71 1 I ` _ _ - - - - - - - - - _. - - - _ - G11 r l .CJI MELING MEI-MNG MELTING _ _, ALLOY ALLOY ALU'Y ( i _ TYPE TYPE TYK `` I TO COMPACTOR CONTROL FOR I COMPACTOR t OODA _ # o n o I o I 4 I LOADING DOOR LOCKOUT I LOCATION MAIN LLA;S 895 1 SZE 1 SIZE 1 T SIZE 1 ,. 9iE 1 DURING COMPACTION IOP FEED FM FM Fm rvo F1Mt I 60DA 300A 150ASS ASS MA F�.� � O 15AF O 20* O 20AF � F" CLASS ( / (1 ASS ASS LXACLICOA RK-5 RK-5 RK "5 RK-5 MAIN LPS RK I IPS RK1 IRS RKI KIS-R KlS-R KIS R KTS-R I E1iABli I Y M Lam' 30 /3P A/-JP 30A/3P 30A30A/3F Y3OA/3P KVI _ TOP PROV PROV 600/3 400/3 400/3 400/3 200/3 [00/7 FEED I a�ABLE I M KYM 1 1 PROV. 1 PROV CI) I 1 1 77 4w 100 000 SOCK MINIMUM I t I�OOA 480V 3r 3W SCCR 100 000 N IWMI 20OA 2 /480v 3r ROtISABU TERMINAL FLOCK CIRCUIT MAKER - ALLEN BRADLEY /1492 (E3 G 010 TOM Fu MUG �j ry ��Q�� A ALL SWINHWARD PHASE AND NlUTRAL -- - NTH MOUNTING RALS VISE-LINE DAGRAM BUSSNG SHALL IN FUu- SHE \�(� 1Y 1 �Y ��._�� e I -___.�_-_- O SELECTOR SWATCH - ALIEN BRADLEY POO M 228 NTH STANDARD GRAY WWI- --- _ Irl�\/VI/� 11 /�� w- VI/'1 L - - - - - - - w - _ _ _. J (TYP. OF 2) ON/OMT 1E0E110 PIAIE v O SOLRIOID - STEARNS/It WORD 120V 4-' -06201-M/4-2-62101-00 KM WOW POWER (UNSNT04ED) 1 1/2' STROKE. DINSION 16 CtONTRACTt R SHALL PROMDE DOOR FRAME —DISABLED STATUS ANNUNCIATION LATCH DEVICE O DIV" 16 CONTRACTOR SHALL PRO NUE DELAY ON, (TYP. OF 2) 3a—� -SNTC4ED POWI�S2 UPPER UPON STARTING Of GENERATOR _ _ LEAL O PILOT LIGHT AtifN 6RADLEY �iOOf PL4 MiH r - - - - - - - - - -i JOOEDL5. , 0 aMS1ON 16 CONTRACTOR SHAH PROMDE ADJUSTABLF I � LSI tw�a ._ 0-5 SECOND TIME DELAY ON 1 903 I ;,MIT SWATCH - ALIEN BRADLEY #002 T-ALP NTN #602TW3. I �- --� (Tl'P OF 1) O aMSION 16 CONTRACTOR SHALL PROMDE ADJUSTABLE I _ --- -- I 0-10 SECOND 11AIE DELAY ON. J wevL I 1 4UaMS10N 16 CONTRACTOR SHALL PROMDE ADJUSTABLE - - - - _ - - - - - - - LOWER 0-IS SECOND Tlli. DELAY ON. r — — — --1 LEVEL A aMS10N 16 CON1k,�C110R SHALL PROMDE A COMPLETE AND OPERABLE SYS11:7M. DOOR LS2 St soL I , P11 I r L- - - - - - - - - - - -- - _ _ -. - - - - J I I GARBAGE SHUTE ELECTRICAL INTERLOC SYSTEM Y Y Y WISHNGTON� � �9 W Y { WARE '.1! 0 0 0 SHOPPING CE MR A ALL SWITCHBOARD FHAa'E AND NEUTRAL O O O I I BUSSING SHALL BE FULL SIZE I W1�'Y.�, Q B ALL SMI`CHBOARD PHASE AND NEUTRAL BUSSING SHAD. BE FULLY BU3SEI'. 4000 AAM' HOOD/3P 1000/3P y 1200/3P 400/3P 600/7P C. ALL St61CHBOARD CIRCUIT RREAKERS MAIN LUGS _ r r -PROV. j PROV. SHALL BE 100S RATED. BOTTEM FEED 4000A 277/480V 3A 4W 100,000 :.00R MINIMI;M D. ALL CIRCUIT BREAKERS SHALL 9; 42K SCCR Y MINIMUM F PRO`.1UE NECESSARY FINGER MISSING AS , 1 REDoRED FOR FUTURE SECTIONS — HFAT DETECTOR - MDP ONE-LINE DIAG9AM mtwmw BY DIMSION 16 CONTRACTOR Wwmm PA �' -� _-_— METAL SHROUD B(M.TED TO SHUTE 0 GROUND FAULT RELAY _ - BY ptVISKJN 16 1XINTRAC10R - PV-iJf LIGHT SOLENOID SWATCH AND UAMT SWITCH ACCESS DOOR Jr, d -- METAL SHPOUO BOLTED TO SHUTE BY DIMS ON 16 CONTRACTOR tS PILOT U(MT d Ii c' ce SOLENOID SWITCH A1ilI LIMIT SNTtvt4 �—• PN– ►- H- F= in I I I 1WIRE W W W W W WIRE W O O O OE-c -c ACCESS I I i I WAY I Y Y Y Y ayc WAY Y Y WAY Y ODOR 11 `• V 6+ 8, 311 iV I I ( I I A. 011"ON 16 CONTRACTOR SHALL PROVE A COMPLETE NO NTEWAM J IOWA I OPERABLE SYSTEM FOR THE GARBAGE SHUTE CONTROL. DOGW EERING M� AES I I M M IM M M M M M M M M M MMAIN WCORPORA1£D � ii►��r \M \ \� i I I ,.UGS B. ALL CONDOM AND FITTINGS 9:41 BE RK,'D STEEL wTH 1r `� /;� /� FACTORY 20 MIL PVC COATING AND nr'INGS. - ---- -' ;+ I PROV. PROV Q PROV Q PR0�3O PRO�OO J PRO/V3V PRO O J PItO OO PROV. 1 PROV. O WiOV O PROV. O )�V u KVAR r +j r r r r r r r — r PROV. -- 02 C. ALL 80)ES, CO�fRS AND SUPPORTS SHALL BE PW FACTORY COAT. �`J FUTURE SECTION IOOOA 277/480V 30 4W 42K SCCR MINIMUM 1000A 277/480V 30 4W ICQODO SCCR MIIMUM GATE MOTOR A. PROVIDE 200A V 4W CONTINUOUS DUTY �i TENANT INSTALLED CIRCUIT BREAKER. MUNI e^� DIAGRAM (� SOFTY METER SUCKETS MTN 2OOA/3POLE 11/IVLJI�i Qi 14_ � VIAVN IAM CIRCUIT BREAKER PROMSONS HOT 2O DIVISION 16 CONTRACTOR SHALL PROMDE GATE LIMIT — -SEOUENC£. -�---- ELECTRONIC KVAR METfRMiG WITH 3 POS SWITCH s SELECTOR SWITCH TO MONITOR EAGI PHASE B. CIRCUIT BREAKERS AND BUSSING SHALL BE RATED FOP, 42K SCAR MIN11MUM. —---- r C. FULL SIZE PHASE AND NLUTR� BUSSING 101------ THROUGH-OUT CMM SWITCHBOARD NWA cme or Onw" 11 DIACRAiu13 ` I 'mM� 4L-16 I I I J rt COMPACTOR CONTROLLER - BY DIVISION 14NO SHUTE 00kTRACTOR -- -•-----•- NEMA 0 HINGED, LOCKABLE ENCLOSURE RE -- BY DIVISM 16 CONTRACTOR. SIZE AS F40UM 7. 1 Cl w D� _..-,�.._....Jim it m p GARBAGE SHIITE DETAIL af/10°D nxy .i O �1 3 918111 SW Washington q Rcl OUP 94-0149 90 of 98 IF THIS NOTICE APPEARS CLEARER THAN TNF QCT 8 1398 IWx'IIMFNT,THF DOCUMENT IS OF MARGINAL QUALITY. n11 C BOOM LM ED I unlun�htn tnllnn rnllm ILII{1111 E1nIE1nln11hln 1111{Hlt Ft)thal Iu11H11 IIIIlI111 IiH11nIhE4�11n IIIP�111i EnhN11n1111n uulElfl nnluf ',111{R111111�►fl1 ndf1EE,ndnE1 Fnlhlll nllnHt,udnn n1 f 1 LK*f MG FIXTURE and LAMP SCHEDULE LPOHTING FIXTURE and LAMP SCHEDULE ,�ruhe DENIM" LAW FIMWe rocT W"ALM a oeaCHMow 1 _ 'Ala' LIGHTOLIER f C )'IOW C I(X, RECESSED DEEP ADAC 100 MATT QUARTZ DOW LIGHT GE 100 PAR/1!HIE' 130V `#LI I L AN(" TRIM 'E1' CHLORIDE f I ACF S D 1 AG 1 EIERGE)ICY EXIT SNGLE FACE UN1*RSAL MOUNT 271V ELECTROL.UAIINESCETNT DIV" 16 CONTRACTOR SHALL PROVIDE SOVEL PENDANT AS REQlIEO ,. — - — -- - 9 0' A10' "TOW / C 770901 ( 7(X) �tCESSEU DEEP AL2AC 100 MATT QUARTZ DOWW LIGHT (1 60 PAR/T1/W IJOV %Lf fLAMM TRIM E2' CHLORITE f 1 ACE S D 2 AG 2 EMERGENCY EXIT DOUBLE FACE UNIVERSAL MOUNT 277V ELECTROLUMIE" NT DIVIS1014 16 CONTRACTOR `,MALL PROMOE SNK1 PENDANT AS REQUIRED - _ --- 'HYO' ATF t •� , 'A2' LI(iflrcx.IERG: � _----- --- ------ --------�- ------ — _ —_ — - / QD 31046 Ix RECESSED DEEP AL2AC 100 MATT QUARTZ ADJUSTABLE DOWN LIGHT GE 100 FAR/TI/11R 13UV %Lf FLANGE TRIM SUBMIT SHOP DRAWM;S TO ARCHITECT FOR APPROvAL ----- 13' CUSTOM FIXTURE BY DIVISION 16 CONTRACTOR 'IVA OF RESCUE ASSISTAN'T' 13'x24' CUSTOM SKR4 (2) GE F7BX/5PX35 a. PIROADE ILIUMI4ATED SIGN TO REAL 'AREA Of RESCUE ASSISTANCE' �- - __--`-- DOUBLE FACE CEILING MOUNT 277v THE SIGN SHALL ALSO DISPLAY THE INTl7NNAT1O4AL SYMBOL Of `A..%. l9 36-5 A990 ACCESSIBILITY. a�1�i hub (�� SURFACE MOUNTED 120V/12V GE 50 PAR 36/-*SP COLOR AS SELECTED BY APCUITECT D. LETTERING SHALL CONFORM TO ADA GLI UELINE 40.30 AND HATE A LAID TO BE WWY BY ARCHITECT MNIUUM HEIGHT OF 3". 1�Awnr�� 4 -- -- - -- ____ -__- - _ ___-----•-_-- -_-- - -- - __ -_----_-- _- c ILLUMINATION SHALL BE RATED BETWEEN 300 LUX OF EVEN A� � ILLUMINATION WITH AN AVERAGE LIFE Of 10,000 KUM T406/4W3W FY ZO A*'M A4' LIGHTO" 0 7042 QD 31021 RECESSED LENSED WALL WASHER NTH C'.:_AR AdAC REFLECTOR GE 100 PAR/FL/FIR 130V SELF FIANCE TRIM � - __- _ - - -_--_ -UP r 6' AFT' --T- -- —--- — --=--T -- ---__ — -- 'x1' I 'IGHTOLER / STC 2 3ORS HPF 277V SO 69' STAGHERED tLLKWSCN', STRIP LIGHT 271V (2) (E F25 T8 SP X 35 PROVIDE GE MOTOROLA RN SERIES BALLA;1 t-- ---- _ CONTWll0U5 ROW __�___�-__._-- _ -- - - ----- ---------_ -----_--___.-.----- f2 LIGHT CONTROL / CC AL 28 N 14 TB COM 277V FLO 4'-0' SQL LIMP LIGHT COVE 277V GE F32 TO SPX 35 PROVIDE GE MOTOROLA RN SERIES BALLAST f%01ES THIS SHEET' I - - -_ -_-- --- --. ---- - ---- ------ ----- �� DIVISION 16 CONTRACTOR SHALL INTERCEPT EXISTING 1'C. 418 EXTERIOR Ul7•ITiNC CONTROL URQNT JUNCTION BOX 11GHT0UER 718 M 2T>Y ' (2) GE FIB OB % 74/ SPX 1', PROV1pE EBT SSW SERIES BAlAST IN COURT 3 AND EXTEND CIRCUIT NTH 3/4' CONDUIT, _-s_ _ -! - DAYUGHTING - EXISTING / /0066 CL 177V RECESS FLUORESCENT DOM LIGHT N1)H CLEAR ALZAC REFLECTOR 2.7V (2) 18 WATT QUAD FLUORESCENT 200 THHN TO SOUTH ELECTRICAL ROOM CONNECT TO CUNTACTOR '1H' CONTROL COIL EXTERIOR LIGHTING - EXISTING LI' 16'-6' AFF 14' CUSTOM FTXTURt TWO 26 WATT QUAD WALL SCONZE 277V GE F38 20/835 4P FURNISHED UNDER DIVISION 5700. INSTALLED BY DIVISION 16 CONTRACTOR - DIVI51011 16 CONTRACTOR SHALL CONNECT FIXTURE NTERIOR LIGHTING - EXISTING DIVISION 16 CONTRACTOR SHALL PROVIDE LAMPS - --- CTRL. CKT NEUT. - EXISTING f5' 010W 0 CUBS 2 40 277V Sv DL 10 2 LAMP FLUORESCENT WRAP AROUND 277V (2) GE F32 T9/SPX 35 SURFACE MOUNT OR PENDANT MOUNT AS REOUIRFD -.-- PROVIDE GE MOTOROLA RN SERIES BALLAST PENDANT SHALL. BE 35' SWIVEL - 24' MINIMUM L94GIH - 'F8' "TD!IER / CWBX 2 40 277V SO T8 4'-0' WALL MOUNT UP/DOMIN FLUORESCENT 277V (2) GE F32 TP/SPX 35 WALL MOUNT UP 7-0' AFT 40 SQUARE-D LO-60 VO4 SERIES PROVIDE GE MOTOROLA RN SERIES BALLAaT OR APPROVED EQUIVALENT 640LE. 20A CONTACTS, 277V CONTACTOR 1H Cpl - NEVA 1 ENCLOSURE WASHINGTON 'F7 LIGHTOUER / 720 M 277V/bD56 CL RECESS FLUORESCENT (2) 26 WATT QUAD 1)O*%LKIHT NTH CLEAR ALZAC (2) GE F26 DB X T4/SPX 35 PROV[k EBT SS86 SERIES BALLAST NTH PHENOLIC NAME PLATE REFLECTOR 277V -- - - - — EXTERIOR FOOUGHTING I ATTACHED ON ENCLOSURE SC�IARE CONTACTOR 4H CONTACTOR 4L COURT UuH1TNG ATTACHED TO ENCLOSl1RE NA STAINLESS STEEL SELF-TAP RE 'F8' UG HTOLIER / KW A 2 40 RS 277V SO INDUSTRIAL 2 LAMP FLUORESCENT 277V (2) (O_ F32 T8/SPX 35 PROVIDE GE MOTOROLA RN SERIES BALLAST NIE_XT S. LOCALE CONTACTOR �+ NEXT TO APPROPRIATE PANEL SHOPPING CENTER PENDANT MOUNT - � C IN THE EIECTT,'lCAL RHDOM. 24' PENDANT WITH .:8' SNVEL CANOPY I I I ---- - 4H-1 --�) EXTERIOR LIGHTING 4L-27 I EAST EXTERIOR LIGHTING IH-2 I EXTERIOR UGHTING �p 'F'9' UGHTOLUER / 776 H 271/0044 CL RECESS FLLIORE'SCENT WAJ.WASHER NTH CLEAR AL2AC REFLECTOR (2) (E F26 D8 X T4/SPX 35 PROVIDE EBT SS86 SERIES BALLAST I i I TKIAM, O'1� (2) 26 WAFT QUAD FLUORESCENT SPARE lit 4L-19 EAST EXTERIOR UGf111NG SPARE I I SP ARE TIO' LINEAR f HSN 140 277 T8 EB 4'-0' SINGLE LAMP WAL_'. SLOT 277V ( GE 132 TO/TX 35 PROVIDE GE MOTOROLA RN SERIES BA-LAST I 41--31 I SPARE I - --- - - NTH HSH SS AS REQUIRED -^-- SPARE - i SPARE i SPARE - --�) 'F11 JNEAR / HS 130 277 TB EB HSH SS S-0' SINGLE LIMP WALL SLOT 277V GE F25 TB/SPX 35 PROVIDE GE MOTOROLA RN SERIES BALLAST SPARE - I SPARE I SPARE --di! FOR NTH HSH SS AS REQUIRED I I I SPARE ---�I - SP ARE I SPARE- PARE I Wft"R PACRC, M. 'F12' LGHTOUER / STG 1 30 RS HPF 277 SO 36' STAGGARD SINGLE LAMP FLUORESCENT STRIP LIGHT 277V GE F25 T8/SPX 35 PROVIDE GE MOTOROLA RN SERIES BALLAST CONTACTOR 4H CONTACTOR 4L CONTACTOR 1H PROVIDE EBT SS86 SERIES BALI-AST 'F13' KENA-L / 3813-3800A 120 PFC 9500 WALL BRACKET FLUORESCENT 120V (2) TM TUBE 13 WATT (2) GE F136X/SPX 35 YER*.FY MOUNTING HEO.( NTH DIW-40N 14 CONTRACTOR PRIOR TO ROUGH-IN — ----- - — - — - FOOD COURT EXTERIOR LIGHTING CONTROL 'F14' XENALL / 3813 277 PFC WALL BRACKET FLUORESCENT 277V (2) TWIN TUBE 13 WATT (2) GE F13BX/SPX 35 �UP 7'-6' AFT A�--' --PAN&1H O PROVIDE EBT S186 SERIES BALLAST 'F15' LIGHTOUER / SN 40 RS HPF 277Y So 4 5/8' x 4'-0' ONE LAMP FLUORESCENT STRIP NTH VIRE GUARD GE F32 T8/SPX 35 PROVIDE GE MOTOROLA RN SEh.c-S BALLAST DIVISION 16 CONTRACTOR SHALL PROVIDE ORE GUARD -- - KICANT MOUNT WITH 38' SNIVEL LIP 9'-O' AFF T161 LIGHT CONTROL F CC AL 28N 13 T8 COW 2774 ELB S-0' SINGLE LUMP UG14T COVE 277V - GE F25 T8 SPX 35 PROVIDE GE MOTOROLA RN SERIES BALLAST ZONE 1 ZONE 1 ZONE 2 ZONE 2 H H 'Hi' UGMTOL" / DL7C CL DLC7 10 HA 277V 100 WATT MH RECESSED DOMNUGHT O11H CLEAR ALZAC REFLECTOR 277V GE MXR 100,4J/PAR/SP INTEGRAL BAIL.AST LS-1 S-3 LS-5 LS-5 SELF FLANGE 'RIM 1110' L►CHTOUEP. / DL7C CL-A DE 7C IOHA A 277V 100 WATT NH RECES;XD DOWNUGHT OTH 100 WATT QUARTZ EMETRGENCY (1) GE MXR IOO,/lU/PAR/SP INTEGRAL BALLAST p, 2.-;b t_Or4 '-ANT AN GEAR AL2AC REFLECTOR 277V 1 0100 T4/CL SELF FLA"IGE TRIM '� H2' LIGHTWIER i UL7C CL DLC7C 7OHA 277V 70 WATT MH RECESSED D004UGHT NTH (_EAR ALZAC REFLECTOR 277V GE MXR 70A1/PAR/SP INTEGRAL BALLAST �} SELF FLANGE TRIM �--- - -- - - -—- - - -- ---- - - ZONE 2 ZONE 3 ZONE 3 I ZONE 6 A. 1120' L"TOUER / 00C CL-A DL7C 70MA-A 277V 70 WATT MH RECESSED DOWNLIGHT WITH 75 WATT QUARTZ EMERGENCY ( GE MXR 70/URAR/SP INTEGRAL BALLAST ® 8 LIGHT AND CLEAR ALZAC REFLECTOR 277V 11) 0100 T4/CL SELF FLANGE TRIM - - ------ LS-9 LS-11 LS-13 LS-15 I MjZ t MATT): N11TE 'H3o' IIGMTOl1ER / AF 8C-10 HD 277V 100 WATT MM RECESSED ADJUSTABLE ELBOW 277V GE MXR 1OO/U/PAR/SP INTEGRAL BALLAST SELF FLANGE TRIM INTERFACE � 1�Ira 1t __-- -- ENGINEERING INCORPORATED �irw-INA l' L.IGH'OLU f AE 8C-70 HD 277V 70 WATT MH RECESSED ADJUSTABLE EL9DW 277V Gf MXR 70/'U,/DAR/SP INTEGRAL BALLAST SELF FLANGE. TRIM 'H4' UGHTOUER I AA 7C-10 HD CL 277V 100 WATT MH RECESSED AMTABLE DOMNUGHT GE MXR 10O/`U/PAR/5P INTEGRAL 84I MT NpA =ww ft 358' HORIZONTAL MID 3,5' VERTICAL L003MG ADJUSTMENT SELF FLANGE TRIM ZONE 6 ZONE 8 ZONE 9 ZONE 10 Nam CLEAR SPECULAR ALZAC REFLECTOR 277V u H H H ' - ---- - L LS--17 LS-2J LS-25 LS-2 -- --- INTEGRAL BALLAST -- 1H5' i0ffOUER / DL 7 CL/DL 7E 10 HC-2.P 277V 100 WATT MH RECESSED D004UGHT GE MXR 100/C/U/MfD/0 -20' WT LABEL (_EAR AL1AC RETUCTOR 277V SELF FLANGE TRIM -- ---- 'H6' CUSTOM FIXTURE (2) 150 WATT MH W41 BRACKET FIXTURE 277V (2) GE NKR 250/SP30/U INTEGRAL BALLAST -20' WET LABEL UP 10'-U' AFF -- VIA LIGHTING CONTROL ZONE 11 RUNE 12 ZONE 13 ZONE 14 Nla ODM ,l �Mr� FURNISHED LENDER DIV" 5700. INSTALLED BY DIM90N 16 CONTRACTOR DIN9(kl 16 CONTRACTOR SMNl PROKDE LAMPS ^` I H H 8 8 S"Tb 1H7 CUSTOM FIXTURE (2) ?50 WATT MSH CUSTOM CHANDIFIFR (NORMAL POWER CIRCUIT) 277V I (2) (E MVR 250/SP30/U INTEGRAL BALLAST LS-4 LS-6 lS-8 15-10 1 1/� 1 v1 1`. 1xjLL. FURNISHED UNDER DIIASFON 5700. INSTALLED BY DIVISION 16 CONTRACTOR I DIWSIOM 16 CONTRACTOR SHALI. CONNECT FIXRIRE AM pKSIJN 16 CONTRACTOR SHALL PROKDE LAMPS HN KIM F KRB2C/lOOmHAG-P NGC 277V 42' VAIMU. PROOF CONCRETT BFXLARO - MOIIFIED 277V GE MXR 100/c/U/11E'` DIVISION 16 CONTRACTOR SHALL PROKOF KIM DOLLARD FIXTURE HEAD TO NEMCO U04T1NG, SO MORTON, SEATTLE, WA. MN41E LARSON FOR PHOTOMETRIC MODIFICATIONS. NEW(.0 UGHTINC O)IFICAATTIONSALLTO THE F1xppr HFAUDE IN HrS 80E COST FOR ZONE 15 m16 ZONE ZONEDIMSION 16 CONTRACTOR I - KA ExTERIGR IUGInNG CONTROL 8 Dl�rd_-_______ ---___—_ _____ _---------- ----------- _.. _— ----------------- --- --- ---------- ----- ------ L,J �1_yJ ONOSOL " H9' HUBBELL NRS 413 H8 4 -20' 100 WATT MH SURFACE SQUARE 2T7V OE MXR 100/C/IJ/11w VIA f XT>:}t10R LIGHTING CONTROL. LS-12 15-14 SPARE I SPARE -� J Chord Ir!! Do `F11o' QUALITY / NMF-13 HE'S 70 TPF 177v D97 -2(r WALL BRAO(ET FLUORESCENT 70 WATT NPS 277V GE LU 70/DX/)MFD VIA fXtE" UGHTING CONTROL AM �� •'�_ • UP 7' 6' AFF -- - ALWALT 38486 WITH F 3648 WA FIRE TREATED � L111 LIM 1 0 1404 100MIH 277 LOP A33 WALL PAC 100 WATT MH 277v GE N�p 100/C/v/MED VIA EXTERIOR CONTROL LIP 10'-0' AFF RMCpURT 2nd FLOOR-DING CONTROL CA8N�1' DETLAIL E T - - QM5 SW Weahlnafrn Sq Rd RUE'i)0149 91 of SIS IF THIS NOTICE.. PPF.ARS ULFARF.N THAN TNF OCT 8 1998 IM1C•IIMF.NT,THF.l)(X MFNTISOfMARGINAL QUALITY. N1WROFILMED 11111 11Ill IIIIIIII I1I1I111111 1 I 11 111�1�1�1�1 nl�r�t�l�l�l I�I�P�t�l�l�l I�1�1�i�t�l�t I�i�t�l`I�ItI I�I�l�l�l�i�l�l I t�i�l�l�l�l�l 1�ift�l�l�t Ia, wlot w fS111111 _ illi' Ii Inlinn nnhnllTnlnnlnnhltl mdnn nnhlu nnhlll nnhm 1nllnn nlhfnhnllnTT n11hul 1Nhn+luNlau nlhul nnhnLnllhn11Hu1�,.;�Inhu1 minl�in111111 nninu nnlnal nuhnl nnlnn:nllnn uulun nulll�nlll Y 24 Ao �.22 .-- 22 J TV •------•1�--- F.m---� 24 ,Fe, 22 22 22 22 TELL �- BK� I n �• F8' + ___1� 'F�---.1�-.--- = T-.3 iS 2xA-) --'F-'F-- 21 22 22 22 KVAPNL 24• k /�4 A NwW NO 24 24 2X �i _- OI/1 Sw mm Avs Ndk WA ON 8, Ffl, __ Fes. If 81 -`-'2 32• + 12 22 22 22 N2X T 3'W 6m V • / MSB/2 32• ^ ( F8 Fo _ ..ri F�� PNL 5d 24' - 32" 2230• 22 1? 22 n0 3H - - _ 46 32 - 424' . 24• po 24 4H > 24• 1W51tW, 217v FUTURE "RE METER METER WIRE METER MI- 4H-22 E1 —4 EI 3H-20 30. SECTION WAr SECTION SECTION WAY ACTION C01rNG NIA �) MW 3L-24 4H-20 - T 24• PROMDE UNISTRUT FRAME WORK CONCRETE ENCASED CONIXIIT MAIN TELEPHONE - PNL PNL FOR SUPPORT OF. ELECTRICAL PANELS, - -��- DUCT BANK DOWN TO PGE (2) 3/4-x4 X8 IH 2H CABINETS, AND TRANSFORMER COMPLY M� ' �' TRANSFORMER. REnR TO SHEET PNL FIRE TREATED \� NTH SECTION 16190 FOR SL7SMIC 4 INCOMW. EI 0 FOR GONTINUA110N. Sl- BACKWARD REWIRE:MEN FS SECTION PNL mob 1i 2L ��[LEjlx H PNL 1 XA--3 PNL PNL F'NI. ---N MOP T 1L 4L Lc- T-4 112 1/2 I- 1-2 ao KVA 30 KVA LOCATE JUNCTION BOx PNL ' IN A(XESSABLE CETUNG -" Ix - F ETELE BD SPACE, FOR EXTENSION [MDPH T-1 MCC-I X j I XA ..OF FUTURE CTRWITSAT5 1XA 02 PNL 2XA - 2 FgWASHINGT T-3 S 4 28 3L 42' -- - 36' -�}'" �f��Q��A� Q�� Q�'�,,� 1 SOUARE , PNL 2x ELEC l 111V& ROOM - NORTH 1 1 1 J 28 MCC-2X ---+� MW#2 E5.4 E5.4 PNl JM SHOPPING CE Pt4H - - F8' 28 28 � 1 IW1f 1LJ+ Vf7R.iV1� PNL x -- 28 PNL n --,, 'FB' 28 214-28 3 ELEC 1 1 INV& ROODS - SO 1 1 1 F7 E5.4 E1.t 9CALE Or T-V Q FOR T-4 - MN M PACIFIC, IVC. REFER TO SNEET E2.2 FOR CONTINUATION NORTH 2nd FLOOR PARTIAL PLAN - LIGHTING AND POWER E2.2E5.4 REFER TO SHEET -- E.2.2 FOR CONIINUATION REFER SHEET E3 2 FOR CONTINUATION I ' 3 • 1 REFER TO `.SHEET 3L-18,20,22 .17 'F7' 'FT3' 3 E2.2 FOR CONTINUATION p poor 1r �,r o F 3.>$ .$.7 I I / HAND DRYER + 2300w L OF OF 2) � � 1p GFf 10 (TYPICAL 2) 4 18 20 ?` s 9 F7 I VII, 1 HAND DRYER #10 1 3 h' 230OW 120V to /1 2 � �M F11' Til, - (TYPICAL OF 3) `�� / IL-10 F 7 'F7' 'F7' c 0 /10 3 • FII' iTl 1 F19 010 3 /10 e0 x..2,4 C .0 ;NTERFAC +=r. ENWE G E f 1s,+a +24" INCORPORATED �% 'f 10' aF11• • 3 3 110 22,22 +24" ft 4l 6,8,10 O 1G .F7 F14' 1 F11, t '�r �. ?2.94 JOG AQOBi�! 2 'F10' — 'F7' F to 20 3 Yi 0' -1 IXA-7 4 Frd 'Flo' 'F11' 'FIJI 'FII' 1 � MAIN TELEPHONE r MAIN TELEPHONE L (2) 3/4-X4'XB' � �(2) 3/4-X4'X8' �� +44' �-._ #97 E DUAL CLOCK MOTOR FIRE TREATED -� F8' 3 'F8' 3 'F8' 3 FIRE TREATED MSB fl --- BACKBOARD PNL J BACKWARD PNL PNL RESET CONTROL F.B.O INSTALLED "k Dab IV �� 2:Z PNL IH 2H t' _ BY DOASION 16 CONTRACTOR 24�; e.♦ MDP s.44 MDP iX-3 mmm= 'F8' 3 IL F 8' LS 3 \F8 3 1 L 4L PNL MER PSL NLS O AMSOM NL P 114 -- 6 M°°H ,X T-2r4_� CUSTOMER SERVICE AREA 1st !FLOOR - POWER � ROOR PAR'T1AL PLANS y ATS (�\\_�- 1-I �, ATS 1� - — - - .�`� T-2 DWIER PNL UG 1 1 MCC_.IX �- PNL 1 X -- F'PX i KA � MCC- ix MV DE&S NOTES THIS SHEET: o„�,,,,,------,;,o„� ("_2SOLliTH 2nd FLOOR PARTIAL PLAN - LIGHTING � 3 SOUrTs�H 2nd FLOOR PARTIAL PLAN - POWER � 0 NETdFY LocA1KTN5 of HAND DRYERS rI1T1+ ARCHITECT Drwl - ii o E2.2 E5.4Ociam ''v --fid` PR" TO ROUGH-M. - -- � E2.2 E�.4 WR VEWY EXACT LOCATIONS WTH ARCHITECT PRIOR TO ChUbd ------ ^� ROL04-N1. Do in a I1 .ubf mug= r g 9565 SW WR7hinplr)r,'.r1 f7,1 O BLIP 94 0149 h 92 of 98 aJ, IF 1'HIS N01'WF.APPEARS(CLEARER THAN THE ()CT g 1398 DOCUMENT,THF.IX)CUMENT IS OR MARGINAL QUALITY. 1111('KnF11,111F:n I I�� a�l�� x11111. ��n1) ��►��I�i ��i��r�t�1 ��i�i�i��1 i i�i�i��i�t�ii I��i�� i�l��. WAf AER r` ♦ e eC1�+M'"! �1"r7 T�. . •-`�'��M#`F'!`".c -r :. Y,*r1• n'!;'►'z �i� '-..6 .♦�+`I �h°A. .♦lt• :1�+t'!�"� �g ,off. _"�t'T_'!F' "br ♦..h� L r�.,•. .,�. r.e r• �N 1� y;►►�'w s►' ♦ 1 r i -- r y yy� •� � V ' yR w E 4. - y i i r .. , ,. •� y� 1 int ,h �►��x�;r� >at s i r r • r': z lot Ilk I. Tomm 18821m Fiot I - 3/4-C (1) SPR f16 TW 91LD M 2nd FLOOR 2nd FLOOR STAIR /3 STAIR X18 1 (1) f15 TSP IPL 1 MASTER INTERCOM CUSTOMER SER VICE INTERCOM RISER ACOA no eco —� WASHINGT SQUARE -. SHOPPING C:E(VT'E.R 1 TKGA I �N KNO WINMAR Paq K z 1'C.O. L .. �— 1'C.O. Z (2) 4'C.O. INTERTIE CONDUITS t 1-C.O. (SPARE) ••f } TO FOOD COURT TENANTS TO FOOD COURT TENANTS k; i'11O. TO CONFERENCE ROOM TO 2nd FLOOR RETAIL 3/4'C.O. 3/4'C.O. 1. r.. TENANT SPACES 3/4'C.O. TO 2nd FLOOR RETAIL ,. 3/4'C.O. TENANT SPACES 2'C-O. t'C 0. ELEVATOR Z2"C.O. � PJc.r 2N0 FLOOR 2ND FLOORMEZZ. 2ND FLOOR 2xA-3 1XA-3 3/4'X4'X8' 3/4'X4'X8' 3/4'X4'XB' PLYWOOD PLYWOOD PLYWOOD O BACKBOARD BACKBOARD BACKBOARD ` T F _r FIRE TREATED FIRE TREATED FIRE TREATED . . Epp, 1L-�I --Qg INTERFACE 1'C.O. /6 Cu /6 Cu [* ENGNEERING 1'C.O. INCORPORATED �iwr TO TRUCK LOAD AREA 3/4'C.O. � I� 1 1/2'C.O. tmmE Yu. TO tat FLOOR RETAIL 1S7 FLOOR (1) 1'C.O. ' (2) 3'110. TO tot FLOOR RETAIL TENANT SPACES TENANT SPACES TO CUSTOMER SERVICE DESK, (2) 4-C.O. AL 1tt FLOOR LOBBY STUB-UP - I 1/2-C.O.—AINTO STORAGE ROOM. REFER �� 11'X36'X36' NEMA-1 TO SHEETS E3.5 AND E34 ,A1NCE10N BOX LOCATED FOR CONTMIATION. IN ELECTRICAL ROOM fill (2) 4-C.O. TO EXISTING TELEPHONE VAULT - ----- LOCATED IN EAST PARKING LOT. REFER TO E1.0 FOR CONTINUATION. --� ELEC,'TWAL FEMA NORTH 2Id F LOM ElECTMAL IN 90M 2W FLOOR ft DNi OAAMM 5 �NOTM 11W DETALf atm T� ; TELECOMMUNICATIONS_ RISER DIAGRAM_ A. PROVIDE 200 POUND PULLLWRE IN ALL RACEWAYS. P NOT TO WAALE B. PROVIDE PULL BOXES AS REQUIRED BY LOCAL UTILITY, Do" J*Fa game s E&5 f ; , ♦ � 9SAS SW Wathaqfon Sq Rd BUP 94-0149 ,• 93 of" IF THIS N0*1 RE APPEARS CLEARER THAN TNF. OST g 1998 INK'IIMFNT,THF.OIX'IIMF.NT IS OF MARt:INAL Q,IALITY. micii0FI MED r�ih�nilil NIII Ill III II I11111i�il�lc rl�li1111111 1111111111111 i �1T19111111111111111111121 il�li��isli ililili�ilit tlt�ilt�i�lt�l �lili��lilil Il1111111It ON IN 0 Dom _ - 1 { b 1110 11- a11 MIT ,`�'i , � •� s . L. � s Pan*1 Sched.to 60 PANEL Ix 3 PMN 4 Wire Vol LL- 460 Volt LG, 177 T-�,�•- t•� ■g@ Pam11 Schedule 300 PHK. tX 3 PMN / Wire Voltage LL, 160 Voltage LG' l77 ik a Dev,cos, DR[AKON Dev i c+i Family, DOL T-OI Morw t i n SURF ACE Enc 1 oMHAr1, IC/IA-1 P-An t l Schedule 160 PANEL X 3 PMN 4 W 1 re Va l tape LL 200 voltage LU Ito Co.tti 'AK DAe Rat�np 2113 Availot►le fault Duty, 8370Ct A 3 PMN "- ---- - - --- OC Devices, !BEAKER C..lu Family, ELT-04 Mounting" SURFACE Encloses, NEMA-1 _ OC Devices, !BEAKER Device Family, DQT-OM Moulting• SUWACE [nelosw- NEMA-1 Comma a, M.L 0 Due hating. 100 Avollahl• Fault Duty- 13022 A 3 PMN Gt Descr, tion! atiaad G grlae Total Rewks 11ev1a P ----� - Cmwnts+ M.L•0 Dw Acting- 400 Available Fault Duty" 6696 A I Phew �- -- - - ---- --- - �, No ,-O[ati0n Device Remark• Total ■Load Criteria: Otscr"Ption/ Ckt -_ Ckt Description/ WoaA Gritdriso Total Rowrks Device P Device Rtmariu Total toad Crita•:as Description/ (]it _ •ype L. Qty Dsw VA rugs P H Amps P VA Type Ca Oty 11tw Location NO Ckt P+scri tion/ @Lord Criterion Total Remarks Device ► Device Renorlis-Total ■Load Cr'terias Delvi tion/ Coit No Location T r Ea Cit Den VA Amps P N P VA f P YP Y AnP■ YW G Aty gem Lace. .> No 1 tM4D FLIM LIQHTING t Illi 20 1 A t0 1 _- _-1]00--T_- t 1ST FUt. LTT ! M.) Location Type to Oty Den VA Arles P N Mrs P VA Type to Oty Dt.. Location No - -- - - - 3 L uta LtO1T1NG 1 t 1200 eO 1 ) J►AC[ ♦ '-' T t 00 FLOOR LIGHTS t [in 20 1 A t0 1 780 t NORTH COURT LTS 2 1 [r-7 9 700 20 1 A t0 1 IS00 I [SCAtAT/BR PIT NO 2 3 Cull LIGATING t 1132 -� 20 1 ) 20 1 1219 t NOtTH CART LTS 4 H4D NE2I L IT" 2 323 10 1 C 20 1 720 t TQJIh CART l IS 6 a 7 I t 1000 t0 I A t0 1 as t SOUTH CONT LTS 6 3 SF-3 9 1100 0 1 1 t0 i 1100 I ESCALATOR PIT NO ♦ S STAIRYAY NIGHTS 2 Ilsr 20 1 C !0 l 110 2 IST FLOOR M►I1 llliH 6 9 SPAS S SIGN CIRCUIT 2 ►500 20 1 C to 1 1300 3 CON' RM R[L:EPT 6 7 SPARE 1 1152 t0 l A L'0 1 11'52- 1 SPAR[ 9 1 It $PACE t 1000 20 1 ) 20 1 1000 2 SPARE 10 7 SIGN CIRCUIT t 1500 80 1 A 20 1 1500 3 CXL6 RN RECEPI 6 9 SPARE 1 1151 26 1 1 SPACE 10 f C t0�1 1000 2 STAR It 9 SIGH CIRCu1T t 2300 20 1 B 20 1 1300 3 COO,- RN RECEPT 10 11 SPACE C SPACE It Ard*KAM Mad i hub 0180 13 SPACE AI 1,0 1 1006 2 SPAR[ 14 1S SPACE � 11 SIGN CIRCUIT 2 1560 !0 1 C SO t 3600 1 KIOSK 12 13 (PACE A SPACE 14 N Iv SPACE D 20 1 1000 2 SPAWCIE 16 13 EMPL TDII_ET RECEPT l 360 ■/a■ 20 1 A - 3600 1 KIMX J4 IS SPACE 1 SPACE 16 O/y A... ..J A � WA OW 19 SPACE A SMCt t0 ''t!a TOL IET DRYLlt 1 2700 ■o 30 1 t 20 1 1300 3 RECE.PT 16 17 SPACE G SPACE 19 t�1/1 i7MUl/tY 17 WZZ TOL 1[T DRYER 1 1300 nt 30 1 C t0 1 1500 l COSTH. SERV. 16 19 SPACE A SPACE t0 ♦ �r •yam 93 S AAM 1 SPAR[ to l9 MEZZ TR 1[T DRY l tar] ■■ 30 1 A t0 1 IS00 1 COSTN. SEFV. 2U 21 SPACE B SPACE 22 1 FW �1/V 05 SPACEA 100 ] 19779 RuSR 300 eWANEL Ex C SPACE 26 21 NEZI TK NET PRYER 1 2300 a 30 1 ) t0 1 22 t3 SMAC[ C SPACE t4 1 P7 _� 23 CIIPI TOILET LIGHTS 2 700 a 20 l C t0 1 ADDE:NDLIW 90 T ! 24 e5 SPACE A SPACE 26 E ) i 19779 9use 300 "PANEL t% 20 29 VAct]1 SP C i 19779 1US6 300 OOPAIEL tX 30 25 TRAM MILEY TAN 9 1676 •■ 20 1 A 20 1 ^�� 26 E7 SPACE 9 SPACE !the 3J ACE A 4013 4033 BUST 350 9111" It PR 3e 27 CHPL TOILET EXHAUST 9 1176 rs 20 I 1 20 1 SO4 1 SPM[ 26 29 SPACE C SPACE 30 1 4057 YuSO 330 f.TO 12 PR >• � �� C 1 �/ 30 11 SPACE A 40 3 5612 RASO 310 saXflR T3 PR 3t 35 Spm 31 SPACE A I1E 32 33 SPACE 11 3611 1030 310 serifW T3 PR 34 C - 40M biJS• 350 aslf ift Tt NR }/ v 37 SPACE A 10 3 109" )USO 390 9 "MCC 1M BR 33 sPA�Y t �34 �: SPACE G 5612 !USO 310 NXfHR T3 HR 36 SPAMD 10916 rJse 300 9 iMHCC 1x ♦p 33 SPACE C SPACE 36 37 >;ACC A 70 3 20946 RISO 390 9 1:1INCE 2X 3• 41 11 SPACE C 109" DUSe 300 9 fMICC 1X �I4t 31 SPACE A SPACE 30 39 SPA'E t - 10946 IUSe�390 9 lwc 2X 10 JJ-- 39 (PACE D SPACE 40 41 SPACi C 109" Dl1Y• 390 9 :MICE 2x 42 EMIBUSi L[IADS, PHASE A VA 6256 F4AK 1 VA 4200 PHASE C VA 2213- - - - 41 SPACE C I SPACE 42 - - TOTAL LOADS CONNECTED KVA IDo 3 I1CNN149 KVA 106 3 DES1,6M KVA 115 5 --- - ENDUSE LOADS- PHASE A VA 4152, PHASE 1 VA 3131• PHASE C VA 1991. ---- CONNECTED FLA 117,9 !XMNID FLA 127.9 OESi44 FLA lie 9 ---_, - Y_ _V - TODKE LOADS, CONNECTED KVA 1 W.3 DEMANDKVA1 9273 DESIGN KVA 110307 TOTAL LOADS CCWCTE :VA 53 3 DEMAND KVA 53.3 KSIGN KVA f,a�CTED TLA 64.1 DEMAND FLA 64.1 KSiON FLA 71.4 CONNECTED FLA 2% t DEMAND FLA 856.2 Kslam FLA !97 0 e DENOTES p'I CIRMIT BREAKER - rs DENOTES ALTERNATE 64 Panel Schedule 70 PANEL IN 3 PMN 4 Wir. VOltngt LL- 400 Volt4ye LGI 277 Panel Schedule 170 PANEL 2L 3 Phase 4 Vire Voltage 1-L- 200 Voltage LG, 12o Panel Sotiodult 330 PANEL IXA 3 Phase 4 Wire Vo Ito" LL, 200 Voltage LG, 120 at btviatel INTAER Device Family, ULT-ION _- -- Mounting, SURFACE Enclosure- NEMA-1_ OC Devices, MAKER Device Family, 1�T-OH - Mounting- StU1RFACE EncMosNre, NEMA-1 - -• COW sots, M.L•0 Pus Rating. 4i0J A�aitable Feult Duty, 24100 A 3 Phase Convents- 4CO AMP MAIN BREAKER But Mating, 400 Available Fault Duty- 6491 A 3 Phase OC Devices, IKAKER Device family, DOLT-M mounting- SURFACE Encloswo- NEMA-1 Comments- 90 ANO@ MAIN IREAKER our Rating, 100 Available fault Duty, 767 A 3 Phase I Ckt Dtscript,nn/ ■Load Criterion Total Remarks Deoice P Dr:, _e *mora Total ■load Criterion Descrirt,on/ -Lkt Ckt Description/ wood Criterion Total Remarks Device P Device Remarks Total ■Load Cr,toi Description/ CkIt -No Location Type Ea Oty Dem VA Amps P H haps P VA Type Ca Oty Den Location Ne No Location Type Ea sty Dem VA Arps P H haps P VA Type to City Den Location No Ckt Description/ ■Load Zriteria■ Total Remarks Device P Device Remarks Total stood Criterion Description/ Ckt _ No Location Typ,m [a sty Den VA Arps ► N Amps ► VA Type Ea sty Dem location Mo I LIGHTiNr, 2 1690 �20 l A 20 1 s - 1140 1 OUTSIDE LTS t 1 CNIISTNMS LIGHTS 2 1500 t0 I A 20 1 1500 1 MNT Y --- - 3 LIGHTiNEi t two t0 1 1' 20 1 2060 a IST NALL LIGHTING 4 3 CHRISTMAS LIGHTS ! 1500 20 1 1 20 1 1500 1 HWT 4 t LIG04TING 2 toxo 20 1 A t0 l 1300 2 L113MING 2 5 LIGHT!NG ! 1620 20 1 C 20 l 1950 2 IST MALL LIGHTING 6 5 CHRISTMAS LIGHTS 2 1500 20 1 C 20 1 540 1 ;WC 6 3 TELEPHONE RECEPT 1 1500 20 1 1 20 l 1300 2 LIGATING 4 7 LIGHTING 2 1690 PO 1 A 20 1 a I 1249 2 CHANDELIER 9 7 CHRISTMAS LIGHTS 2 1500 LO 1 A 20 1 1000 3 CSR RECEPT. 8 S ELEVATOR CAD. LTG 2 1500 ADDENIQRMI 20 1 C t0 l 1500 2 LIU4TING 6 9 KZZ LTS 2ND rLR, t 917 20 l 1 20 1 an 1240 2 CHAMKLIER 10 7 CMRISTMAS LIGHTS 2 1300 20 1 1 20 1 720 3 FOOD CT. REC[PT. 10 7 SPARE 1 1500 20 1 A 20 1 1000 a LiGHTING 6 11 SPARE 2 t0]0 20 1 C 20 1 n■ 1240 a CHIAMNA,ER 12 11 CHRISTMAS LIGHTS t 1500 20 1 C 20 1 1300 9 T'RIJLMI DOOR 12 9 SPARE 1 1500 20 1 3 20 1 1000 2 LIGHTING 10 13 SPAR= 2 too0 20 1 A SPACE 14 U3 CHRISTMAS LIGHTS I 2 11300 eO 1 A 20 1 500 9 GARBAGE. SHUTE 14 l: SPARE 1 1300 20 t C SPACE 12 IS SPARE t 2000 20 1 9 SPACE l6 1S CHRISTMAS LIGHTS 2 15C10 PO I D 20 1 1500 2 SPmRE 16 13 SPACE A SPACE 14 17 SPARE 2 2000 20 t C 20 1 s 290 2 rANGPY LIGHTS Is 17 CHPISTNA7 LIGHTS 2 1500 20 1 C 20 1 1500 2 SPARE is 15 SPACE ) SPACE 16 19 SPACE A 20 1 2000 a SPARE t0 19 CHRISTMAS LIGHTS t 1500 20 ' A 20 1 1500 2 SPME to 17 SPACE C SPACE Is el SPACE 1 20 i 2000 2 SPARE 22 21 CNPISTM1S LiGNI S 2 1500 t0 1 9 20 1 Moo 2 SPARE 22 19 SPACE A SPACE 20 23 SPACE C I SPACE 24 M CHRISTMAS LIGHTS t 1500 20 1 C 20 1 1500 t ZIDSPARE 24 21 SPACE ) SPACE 24 WASHINGTON 23 SPACE A SPACE 26 ?S CHRISTMAS LIGHTS 2 I500 20 1 A 20 1 720 1 i?ID FIA ME ZZ RECEPT 26 23 SPACE C SPACE 24 27 SPACE D SPACE 29 27 CHRISTMAS LIGHTS 2 1300 20 1 0 2C 1 1900 1 ELEVATOR RECEPT 2e 25 SPACE A SPACE rG 29 SPACE C SPACE 30 29 CHRISTMAS LIGHTS 2 1500 20 1 C 20 1 340 1 INTEFLR MIL RECCES 30 2.7 SPACE C SP's 3PIT 0 SQUARE 31 SPACE A SPACE �3t 31 CHRISTMAS LIGHTS L 1300 20 1 A 20 1 IOtlO 1 IST FLR NEZZ RECENT 32 t9 SPACE C SPACE 30 • 3r SPACE 9 SPACE 34 33 CHRISTMAS LIGHTS 2 11300 20 1 D SPACE 34 31 SPACE A SPACE 32 35 SPACE C SPACE A 35 CHRISTMAS LIGHTS 2 1300 20 1 C SPACE 36 33 SPACE t SPACE 34 17 SPACE A SPAR[ 34 37 CHRISTMAS LIGHTS 2 IS06 :0 1 A SPAR[ 30 33 SPARC C SPmCE 36 39 SPACE 1 FACE 40 39 CHRISTMAS LIGHTS t 1300 20 1 ) SPAM 40 37 SPACE A SPACE 39 41 SPACE _ C , SPACE 42 41 llRISTM4AS LIGHTS ! 1500 _ 20 i C _ SPACE 42 41 SPACE � SPACE 41Q SHOPPING CENTER EMIJUSE LOADS• PHASE A VA 9760 PHASE ) VA IIIt7 PHASE C VA w9u. ENDUSE LOADS PHASE A VA IMMO, PHASE 1 VA 17120, PHASE C VA 15090. - TOTAL LOADS CONNECTED KVA 156.1 DEMAND KVA 156.1 DESIGN KVA 160.4 TOTAL LOADS+ CONNECTED KVA 49.1 DEMAND KVA 49 1 DESIGN KVA 50.9 ENDUSE LOADS- PHASE A VA 5000. PHASE OVA 3500 PHASE C VA 4500, CCN64ECTED FLA 197,7 DEMAND FLA 16: 7 DESIGN FLA 202.6 CONNECTED FLA 136.1 DEMAND FLA 136 2 DESIGN FLA 163 3 TOTAL LOADS, CONNECTED KVA 15.0 DLMAKD KVA 15.0 DESIGN KVA 17.2 i- CONNECTED FLA 41.5 DEMAND FLA 41.5 DES IGNI FLA 47.6 I R V ■ EXTERIM LIGHTING CONTROL rEED-T►RU LUGS -- M DAYLIGNfING Ct3N FsjL FEED-TIRU LUGS Panel Schedule 75 PANEL 2H 3 Phase 4 Wire VoItog* LL, 490 Voltage LG, 277 Panel Schedule 200 PANEL IL 3 Phone 4 Wirt foltaga LL, 209 Voltage LG 120 Panel Schedule 370 PANEL DKA 3 PMN 4 Wire VoItest LL, 209 Voltage LG, 120 FOR OC Devices, WEAKER Device Far,i 1y, VOLT-0114 Noun tin9- SURFACE Enclosure, MEMA-1 OC Devices- BREAKER Device Family- 10,.T-OH Mounting, Sl17FACE Enclosure, KNA-1 OC Devices, BREAKER Device Family, B11LT-O4 Mounting, SURFACE Enclosure, NiE7A-1 Comments• M L.0 !u Rating- 400 Available Fault Duty, t3404 A 3 PMN Comments, 400 ANP M.0 1. Dun Rating- 400 Available Fault Duty, 9664 A 3 Phase Common to. 90 ANP MAIN BREAKER DAs Retinp, 100 Available rZit Duty. 1849 A 3 Phase p w R • Ckt Desci Mption/ ■Lood Criteria■ To+al Remarks Device P DoVIco Remark Total Wood Criterion Description/ Ckt Ckt Description/ Woad Criter ice Total Reworks Device P Device itenarks Total Wood Criteria■ Descript in/ Ckt "t Description/ :Load Criterlam Total Remarks Device P Device Reworks Total sLoad Cr terra■ Description/ G t /�� /M+� 9�� No Location Type to Oty Den VA haps P H Amps P VA Type to Oty Den Location No No Location T Ea m VA P H P VA Type Oty >w Amps Amps Typo Ea Oty Dew locrtior. No Mb Location Type Eo Oty Dtm� VA haps ► H Nps P VA Type to Oty Den location No 1 UH--5,iM-6,UH-7 r6 7700 35 3 A 40 3 7607 6 rPS, FT16, FP? 2 1 CHRISTMAS kECr.PT 3 1500 20 l A 20 1 IS00 1 MET 2 1 LIGHTING 2 1000 t0 l A 20 l 700 1 BATTERY CHARGER 2 UH-SII"I M-7 I S 7700 - 9 - ,607 1 R5, FP6, FP7 4 3 CHRISTMAS RECEPT 3 1500 20 1 1 20 1 540 1 EYC 4 3 TELEP►OE RECEPT l 1500 t0 l B 30 l 2000 1 HOT STMT 4 - lM-5.Ul".UH-1 6 7700 - C - 7607 6 FPS. FP6, FP7 6 5 CHRISTMAS RECEPT 3 1500 20 1 C 20 1 HOBO 1 CtiwR RECEPT 6 5 CCTV CAMERAS I l 200 20 1 C 20 1 230 1 EAST ENTRY DOOR 6 7 FP 15 6 1127 15 1 A 35 3 5941 6 FP 2,rP 3,FP 4 8 7 :ypISTNAS RECEPT 3 1500 t0 1 A 20 I 720 3 COURT RECEPT. e 7 CLOCK 11 25 20 1 A 20 1 1000 1 GENERATOR RECEP'T 0 9 UM_It 6 1667 20 3 1 - 5941 6 FP 1.FP 3,FP 4 10 9 CHRISTMAS RECEPT 3 1500 20 1 B 20 1 720 3 RECEPT. to 9 ADA INTERCOM l 250 201 b 20 1 1000 1 SPARE 10 11 UN-lt 6 1667 - C - 3941 6 rP t.F► 3,FP 4 It 11 CHRISTMAS RECEPT 3 1500 20 1 C 20 1 ■ 700 1 TE-1 12 II SPACE C 20 1 1000 1 SPARE It 13 Uhlf 6 1667 - A 30 3 Seto 10 ESCALATOR TOOTH 14 13 CHRISIIAS RECEPT l 1500 20 1 A 20 1 s 700 1 TE-2 14 l3 SPACE A t0 1000 1 SPARE 14 IS EF-2 6 2490 20 3 6 - %l a 10 ESCALATOR SOUTH 16 15 CHRISTMAS RECEPT 3 1500 20 I D 20 1 600 3 ELEVATOR PIT 16 IS SPACE D t0 1 1000 1 SPARE 16 l? EF-2 6 2490 - C - 5610 to ESCALATOR SOUTH to 17 CHRISTMAS RECEPT, 3 1500 20 1 C t0 1 1000 9 ELEVATOR SNAP 16 17 SPACE C 20 I 1000 1 SPARE. 19 19 LF-e 6 2490 - A 20 1 elm 1 rP 5,6 HTR to 19 CHRISTMAS RECEPT. 3 1500 r0 I A to 2 1440 6 BASEBOARD HTR, 20 19 SPACE A SPACE 20 81 LF-1 6 2103 15 3 1 13 I 1176 1 FP 7 NTP 22 21 O11STTAS RECEPT 3 11500 20 1 D 1440 6 BASEBOARD HTR to 21 SPACE 1 SPACE 22 23 Er-1 6 P103 - C 20 1 2932 1 FP 3,4, MTR 24 23 CHR,STHAS RECrPT 3 1300 20 1 C 20 1 900 3 tST FLR OUTLET 24 23 SPACE C SPACE 24 25 FF-I 6 2103 - A 1� 1 1176 1 FP 2 MTR 26 25 CHRISTMAS RECcPT. 3 1500 20 1 A 20 1 900 3 IST RR OUTLET 26 25 SPACE A SPACE 26 E7 t1M-4 6 1667 13 3 1 toll 1'664 t CORP, COE. LTS. 29 27 CHRISTMAS RECEPT. 3 1500 20 1 B 20 1 1500 I 3 MAIN ENTRY KECEPT 20 27 SPACE 1 SPACE 28 29 tl4+-4 6 1"7 - C 20 1 2000 1 SPARE 30 t9 CHRISTMAS RECEPT, 3 1300 20 1 C 20 1 1060 1 ROOFRECEPT 30 29 SPACE C SPACE 30 31 UH-4 6 1667 - A t0 1 2000 1 SPARE 32 31 CHRIS.-MAS RECEPT 3 1500 20 I A I SPACE 32 31 SPACE A SPACE 32 3'3 SPACE t 20 1 2000 1 SPARE 34 33 C RiST"AS RECEPT 3 1500 20 1 1 20 1 360 1 1 NTERSTiCAL RECEPT 34 33 SPACE • SPACE 34 35 SPACE v SPS 35 CHRISTMAS RECEPT 3 1500 20 1 C t0 1 1500 1 1,,19sk SIGN 3G 33 !;PACE C SPADE 36 37 SPACE A I LPACE 39 37 CHRISTMAS RECEPI 3 1500 20 1 A 20 1 1300 1 KIOSK SIGH 3R1 37 SPACE A SFAS 30 " SPARE 1 2n00 20 l B SPACE 40 39 CHRISTMAS RECE►T. 3 1500 20 l 1 20 1 1500 1 KIOSK SIGN 40 39 SPACE I D SPACE 40 41 SPARE -_ 1 2000 20 1 C _-� -- I- SPACf _--_ 42 41 CHRISTMAS RECEPT - 3 1500 20 1 C - SPACE -_- 12 41 SPACE C SPACE Cit EHDUSE LOADS, PHASE A VA 42120. PHASE b VA 4EM PHASE C VA 41617 - 1 ENDIISE LOADS, PHASE A VA 17260 PHM SE 9 VA :7160. PHAA C VA 16760 ENDUSE LOADS- PHASE A VA 3725 PHASE B VA 5750. PHASE C VA 2450. TOTAL LOAN, C06ECTED KVA 126 5 DEMAND KVA 126.5 DESIGN KVA 131.3 TT]TAL LOADS CONNECTED KVA 123.9 DEMAND KVA 109.6 DESIGN KVA 119.5 TOTAL LOADS- CONNECTED KVA 11.9 DEMAND KVr 11.9 DESIGN KVA 12.2 CONNECTED FLA 152 2 DEMAND FLA 152.2 DESIGNS FLA 159.1 -_- Cx1WCTF8 FLA - 343.5 DEMAND FLA 304.3 DESIGN FLA 331.e - CONNECTED FLA 33_1 DEMAND FLA 33.1 DESIGN FLA - 33 9 - a VIA T I HE rt.00K FEED TIRU LUGS AXP: lZ-�i1 -9 l��p ►�OrFfJ� Panel Schedula 210 PAK£L 4L 3 PMN 4 Wiry Voltage LL, 209 Voltage LG, 120 INC C Panel Schedule 100 PANEL 3H 3 PMN 4 Wire voltage LL, 480 voltage LG- 277 OC Devices, BREAKER Device Fonityi BELT-04 Mounting- SURFACE Enc euro, NEMA-1 MCC SCHEDULE , 380 MCC IX 3 PHASE 3 WIRE Common ts+ M.L.0 bus Rating, 407 Available Fault Duty, 9349 A 3 Phase OC Devices BR[/1KER Rev:_e Family- MOLT-04 bus R nijti SURF Available NEMA-1 � cawnH- M.L.O sus Rating, 600 Available Fault Duty, 23600 A 3 Phase I�tt Description/ :Lard Criterion Total Remarks Devic. P ptvict Remark. Total Woad Criteria■ Description/ eke O . C . Device type , FUSIBLE Mour,t I ng s FLOOR STN! Voltage LL , 480 No Location Type Ea Oty Den VA Amps P H Amps P VA Type Ea Oty Den Location No Device Ce FnM I I. , Enclosure , NEMA-1 Voltage LG , ' Ckt Description/ r red G iteries Total Reworks Devic. P Device komorks Total ■Lord Criterion Description/ Ckt y E1A� No location Type Ea Qty Dem VA Amps P H Amps ► VA Type Ea My Dom Location No l SIGN CKT 2 1500 �20 1 A 30 1 2300 6 HAND MYEP 2 Bus Amps , 100 Comments ; M, L .0, Fault Duty , 19944 ---� 3 SIGN MY t 1500 20 1 D 30 I 2300 6 HAND DRYER 4 1 UriH-1 6 00� 20 3 30 3 - a6H,61 6 rP-1. rP-10 - E 5 SIGN CKT 2 1500 to I C 30 1 2300 6 MWD DRYER 6 - 3 ON-1 6 4006 - I - 66" 6 FP-I, FP-f0 4 7 SiGIN CKT 2 1300 20 1 A 30 1 2300 6 MWD DRYER 9 3 tn,-I 6 4000 - C - 66" 6 FP-t, r►-10 6 9 RM RECEPT 1 1080 20 1 3 30 1 2300 6 HAND DRYER 10 Ck Descr D Dt I on/ Hp Fla Dem NOC' Devi test Starter #X AC Raceway/Fdr Sz FP-16 I 6 3176 20 1 A 20 3 333'3 6 FP-9 19 11 SPACE C 50 2 3600 1 KIOSK 12 No Location S I ze Cd Typt° Amps P Sz Type Sp Gp Ii+� A� 9 FF-17 6 4176 30 1 t 33M 6 FP-0 10 13 SIGN CKT 2 15C4 20 1 A - 3600 1 KIOSK 14 � ENGINEERING 11 DH_t 6 3333 20 3 C 333' 6 FP-W 12 15 SIGN CKT 2 1300 20 1 B 20 1 1500 1 RECEPT. 16 ---- -- 13 DH-1 6 3333 - A 50 3 5010 10 ESCALATOR 14 17 DIRECTORY 2 Ioou 20 1 C to 1 1500 1 YELETHOE to • I INCORPORATED lm 15 NIH 1 6 3333 1 - solo 10 ESCALATOt 16 19 INTERSTICIAL RECEPT 1 360 20 1 A 20 1 1500 1 SPARE 20 SM #6 1 0 14 1 0 MCP 30 3 1 FVNR 3X A 1/2 C 4#1 0 17 U11-2,is-3 6 3377 10 I C - 5610 10 ESCALATOR Is t SIGN CXT 2 1500 20 1 1 20 1 Isoo 1 SPARE t2 ? SM #4 7 .5 11 9 MCP 30 3 1 FVNR .3X A 1/2'C 4#12 ----� 19 UH-2,UN-3 6 333'_` - A 20 l 2352 i FP-9,0 MTRS 20 23 Sip/ CKT 2 1300 t0 i C SPACE 24 21 UNI-RAM-3 6 337?I - 1 20 1 1656 6 FP-1 tt e5 S11GIN CKT 2 1500 2011 A I SPACE 26 3 SM #4 7 . 5 11 9 MCP 30 3 1 FVNR 3X A 1/2'C 4#12 PWAklffli 23 UN-6,111-9,111-10 I 6 noo 35 3 C 20 1 10,56 6 FP-l0 24 27 Stili CLOT 2 Is00 2G 1 D SPACE 29 4 PR❑VISION MCP 30 3 1 FVNR 3X A '^^ 23 UH-O,the-9.UM-10 6 7700 - A I SPAZE 26 t9 SiGN CKT 2 1700 20 1 C SPACE 30 _&�� AAAAAI. WDOM It 1 27 UH-9.111-9,21' :^ I 6 7700 - 1 _PACT 28 31IS1p4 00 2 Isoo ?; I A SPACE 32 5 PROVISION MCP 3013 1 FVNR 3X A - " H%i I �% 2670 w to 3 C SPACE 30 31 GATE MOTOR 9 1176 20 1 1 SPACE 34 31 NWT-t l 6 2670 ss A 20 I en 3500 6 IAM 1ST, FLR ME7Z 32 3S SPARE 1 1500 I 20 1 C SPACE - 331NFT-2 6I 2670 .. B 20 1 ■■ 3500 6 W IC1 FLR ME ZZ 34 37 SPARE 1 1500 20 I A SPACE 3e TOTAL LOADS , CONNECTED KVA: 29, 9 DEMAND !CVA, 29.9 DESIGN KVAi 32 .8 (3S IDOSTi:R HEATER : 10000 an 50 3 C SPACE 36 39 SPARE 1 1300 20 1 D SPACE 40 31 DIM,'ER HEATER 6 :0000 ■. A 30 3 ■e 3043 9 DISHWASHEF 39 41 SPARE 1 1500 20 1 C SPACE 42 CONNECTED FLA, 36. 0 DEMAND FLA, 36. 0 DESIGN FLAT 39 .5 --- -_ -- --- - 39 SWSTCR HEATER 6 10000 on B ■■ 3043 9 DI SHNASHI_R 40 �- 41 SPACE C - ■■ 3043 i 9 0[SHWASMER 12 EMDUSE LOADS PHASE A VA 19060 PHASE D VA 17356 PHASE C VA 15900 - -- --- p TOTAL LOADS, CONNECTED KVA 72.0 DEMAND KVA 72 8 DESIGN KVA 9t 7 --- 22K SCCR MINIMUM !E EiOUS[ L'1ADi PMASt VA 30!16 fr4ASE / VA 39EE0. Pw.4e C VA 51344 COMECT[D FLA ECP.0 DEMAND FLA 202 0 DESIGN FLA 229.5 TOTAL LOmDS- COR_CTED KVA 345 3 DEMAND KVA 345.3 DE1'IGN YVA 363.9 p CCWECTLD F-A ':? 3 DEMAND FLA 415.3 DESI-CM :LA 440 0 FEED THRU LUGS FEED THIN LUGS n DENOTES ALTERNATE 04 Ar TIO. 0116 y 099911�w ShW.Tui Pont! Schedule 830 PANEL LS 3 PNMN 1 Wire Voltage LL, !09 Voltage LG, 120 PANEL SCHEDULES . Pone1 schedule Ila PANEL 4N 3 Phase 4 Vire Voltage LL, 4e0 Voltage G 277 OC Devices, BEAKER Device Family, ULT--OR Mounting, SURFACE Enclosure, NEMA-1 MCC SCHEDULE , 390 MCC 2X 3 PHASE 3 WIRE Comments- M.L 0 Due Rating, 400 Available Fuult Duty, 9053 A 3 Phase ,- OC Devices- !BEAKER Devic Few i l y. 110.7-•DI Mounting, SIRFACE Enc l osurr NEIN-I - -- Corntnts, M L 0 Due Rating, 600 Available Fault Duty, 226SE A 3 Phase C1kt Description/ Wood Criterion Total Remarks Device P Device Remarks Total Woad Crtttrla■ Description/ Ckt O. C . Device type , FUSIBLE Mounting, FLOOR STND Voltage LL , 480 Ckt )ascription/ Woad Criterion Total Remarks Device P Devitt Remarks Total Woad Crittrien Description/ Ckt No Location Tye. Ea Oty Ilton VA Asp■ P H Mps P VA Tye. Eu Oty Ilam Location -- Nkf _ Dev ; ce Family, Enclosures NEMA-1 Voltage LG , No Location Type Es Oty Len VA f haps P H Amp: P VA Type Ea Oty Dn,i Location No J�I= COURT LIGHTS 2 9G0 ZI t0 1 A t0 i Z10 900 t FOOD COURT LIGHTS 2 Bus Amps , 100 Comments , M ,L . O, Fault Duty , 1,21098 rOOD COURT L I L 7S ! 900 ZI to 1 1 '0 1 Z11 900 t FOOD COAPT LIGHTS 4 I CAMPY LTS. t 2e0 ■ t6 i A 70 3 a 1111193 azo Ito 9 OOEL[V. 01 t s FOOD CIMT LIG11S 2 1000 J ED i C ?0 1 Zit 900 2 FOOD C'OiJ1RT LIGHTS 6 --- 3 K2Z DO rLP LTS 2 47 Q0 1 B - N 10993 PAO 120 9 1111101 0t 4 7 .-OOD COURT L iGHTS I e 800 Ze 20 1 A c9 1 Z13 goo 2 FOOD C"T LIGHT'S 0 Ck Description/ H l a Dem >a0C DPv I CeM Starter #k Ac Racewn /Fdr Sz 3 LOADING WILY LTS t 375 t0 1 C - ■e NUM LUSO 120 9 •9CLEV 01 6 9 IT WD COURT LIGHTS 2 700 Z2 20 I B 80 1 Z14 700 t FOOD C"T LIGHTS 10 P 7 BPANE 2 1000 10 1 A 70 3 w 111916 !USO 130 10 SSELEV 02 9 11 FOOD COURT LIGHTS I t 700 Z3 t0 1 C to 1 IIS 460 2 FOOD CXDJRT LIGHTS a No Location SIZE Cd Type Amps P Sz Type Sp Gp 9 SPAR[ t 1000 t6 1 1 - oar 11916 Rao 130 10 :sErl.EV. 42 10 13 FOOD COURT LIGHTS ` 2 720 Z3 90 1 A 20 l Z16 480 2 FOOD CMAT LIGHTS 11 11 SPME t 1000 t0 1 C - so 11916 Kno ISO 10 OKLEV 08 12 i5 FOOD :.Y1UtRT LIGHTS ! 720 ZG t6 I 9 20 i lea 2 CUSTOM SER LTS 16 - - - 13 iST FLIP M671 LI(IHT t 350 20 1 A n 3 74 9 C WACTOlt 14 17 FOD COURT LIGHTS t 1000 Zs 20 1 C 20 1 1000 a SPARE t0 1 SM #2 7 .5 11 9 MCP 30 ? 1 FVNR 3X A 1/2'C 4#12 �d 15 UH-14 6 3300 t0 I 1 74 9 UIIPACTOR 16 19 FOOD COURT LIGHTS 2 1000 to 1 A t0 1 1000 a SPARK t0 17 04•-15 6 3500 8611 C - T 16 21 FrED CZIURT LIGHTS 2 1000 Z6 20 1 0 SPARC RIP 2 SM #5 10 14 10 MCP 30 3 1 FVNR 3X A 1/2'C 4#10 19 (WIG 6 35110 20 I A 20 1 A set 0 t6 t3 FOOD COURT LIGHTS a goo ZO 20 1 C SPk1 24 i rm JjQ el OOXFMOI T4 PR RUSO 140 349A4 zoo 7 b 20 1 ADDEND Mot IMG RM t06�j 2t I25 FMD [ORT LIGHTS t 500 Za t0 I A I SPACE to 3 SM 03 7 .5 1 1 9 MCP 30 3 1 FVNR 3X A 1/2 C 4#12 M1 23 IOXFMR T4 PMR PAS 140 34)#A C t0 1 �- - ��^L`�` 24 t7 SPARE t 1000 20 1 1 SPACE is 4 PROVISION MCP 30 3 1 FVNR 3X A � NrR L'S Os11FMR t1 PR Kno 140 34:.'4 A . I t6 ?9 SPARE t 1000 20 I C SPACE 30 - - t7 SPACE I 1 c0 ADDCNDIMN2 10 20 in 31 SPACE A SPACE 3t S PROVISION MCP 30 3 1 FVNR 3X A R9 SPACE A t0 1 ADDC'"m•14e2 1000 2 33[0 PACE 1 SSPACE 24 Do im PACE 36 - - 04 31 SPACE a s3 ""A" t SPACE 34 37 SPACx A SPACE 39 TOTAL LOADS , CONNECTED KVA, 29. 9 DEMAND KVA, 29. 9 DESIGN KVA, 32 .9 Ab Ok IEL 111= 35 SPA@ C SPACE x rN STALE ) SPA@ 40 37 SPACE A :PACE 3e 41 SPACE C SPACE 42 CONNECTED FL.Ai 36 . 0 DEMAND FLA, 36. 0 DESIGN FLA, 33.5 --4-- Oil 3? SPACE 1 SPA^E 10 ,___ _.1--- _ O Dedft 14 i SPAR'[ C SPACX Cit ENDl7SE LOADS, PHASE A VA 71 00. PiLAR[ 1 VA 6610, P%,SE C VA 6900, _ �_- -- -- - - ------ - --- TOTAL LOADti CONNECTED KVA e0 R DEMAND KVA !0 9 DESiO4 KVA ��66 0 y CNDMnE LOADS PHASE A VA 13904 PHASE t VA 102773. PMAK C VA 10749 CONE'CTED FLA 57.: OEM" FLA 57 7 DESIGN FLA 7t,l 22K SCCR MINIMUM TOTAL LIiADS' C�T[D FLA 21199 3 DEMAND FLA fig 7 DESIGN !lA 114444 1 -- _ _ E6.1 ■ VIA EXTiRIOH LIGHTING CONTROLCOITACTt/1 w 214W TVIP CIRCUIT BREAKER j jj 585 SW Wt�hinglnn SQ Rd BUP 94-0149 94 of 9e ;i IF THIS NOTWF.A PPFAR.4('LFARFR THAN THF INN4 1MFNT,THF.DOCUMENT Is OF MARGINAL QUALITY. n��ciioFt��nIF;u IIII r!1I1�1�1 f -- -- - -72 __- 1 \ ---- — I tu N • --- I - 1 11 I ,4 (— I 1 1; I u � 4 215 I I � J - u, I 1 I, ti ICNANT ;; -F.E.0 -1 $PACE. • UN RECESSED L1_ ELS.V. _ I 1 r - r V°?Oc�i,E peo Vr:✓t LOBB Doo.C�S 1 1 J ,� F1 21fi LF�AT� i 1 11 ry/j �� Aw ��D I ► Q 1 ELEV i ; i i C:�C.VS .,t/ECTEp r- 1 - r-i-� • .. .... ?.*' �t. _ .\ fl�i lir+..: ; ?��,,:; <::, :.;, : :' : + t Architecture. PannngEX�ST� , _ & Interior Design .�:,:: `: '• >:,•:,4 \.�.::;.: > ; ..;' �-t. r 1 I I 1 Q 801 Second Avenue, Seattle, WA 98104 �. 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WA ria nMMNI«<w /V- CRD—T8 RD-Tb a i S«olM MIw�O• T.1 R6;1i7 N1D ,P�.1 � ANI SNIIIM ll,.' v(Ail 1I 7061!] WM (1.1A .�;(0 /yf'l CRD-6 FOOD COURT A��W SNI SHOT �nl.,«.al,oA 101 711</�l wo omnfil 7.rq/�Ip� FOOD COURT �� aN(S«OIM «,I..o n.,q,� 1« m6rlrr ,.lo �y��gl,L�+ FOOD COURT I �'°• °� 'Q FOOD COURT I IV.n/ MVC.20,11� - I I Sheet Title THESE CODE REVIEW DRAWINGS ARE ADDITIONAL CLARIFICATIONS TRUCI'VN DOCUMENTS A8 PART OF THE CODE REVIEW DE TO THE CONS RESPONSES TO THE PLAN CHECK 05-23C REVIEW DRAWINGS DATED JUNE 15, 1894. G,sligned WN/KH aDrawn — JAW— - — t� Ct it TW/JW DaIP. 5tP T (,, I a94 Job No. 92085.06.6 Sheet No. ri- CRD- 1 ,3,4,5 959 p`�;W Washington SQ RA 7a,7b,7c Hit'4A 0149 IF THIS NOTR F.APPEARS(LEARF.R THAN THE OCT H 1998 INK'IIMF.NT,THE IM'M'UMENT IS OF MARGINAL QUALITY. 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I ! j 228 I I I j 223 j SECOND FLOOR h �oeet�s.lu ��vee _ _ _ _ _ _ . - - - - -- _4 _ _ - PLAN I r I t • TILES I I I I I I THIS CODE REVIEW DRAWING IS AN ADDITIONAL CLARIFICATION OF THE CONSTRUCTION Q5 4\ ' ly , I I I I i DOCUMENTS AS PART OF THE RESPONSES TO CODE REVIEW IT ° i i THE PLAN CHECK#5-23 REVIEW DATED JUNE 15,1994. DRAWINGSro� Desigr>ed VVN/KH- _------- FIX�Q FIxTU DE'?A_�L___-- I ! 1 ! { © 0 j ! j ! j j ! i I Drawn co _ I�t" I'-011 ' I I t ! 22W EN © 22MEN I ! j I t t ! I I Checked TW/JW „ j I I -- -- ------ t i I IC� 0 0" SEP-,. 1004 PROPOSED SEATING 'LAY—OUT ' OD COURTF Job No 02065.041.5 FON ' FOOD /,1� Y' LAO ,0,t w R. wd.�..... �i SrmW A.~ p wo P6 YjVfjI V&.7 Sheet IJo. a N SQUARE ,,,,,,, ,., we sta orw.�lt�w�e/ R -2 LOOK PLAN lrV-1' � (V� CRD-2,4 to WASHINGTO lllrll� r .ouuot D a SECOND F �? ..�.�... 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Sheet No. J 9505 SW VVpSt r gton Sq Rd t3UP 91-0149 ARD- 1 , ,�, ► , ' 97 0l Yd �1„• 'a, 7 r. :I'THIS N0110E APPEARS CITARER THAN!THF. OCT g 1998 IKN'IIMF.NT,TIIF.DOCUMENT 110F MAP':INAI.QUAI,ITV. 1111('1100 l.M E D 111111/11 II�IIhI11111 1111111111111 11l1111�11111 111111111111 gT1111n111 1111111Ii1111 11111111i�11111111►11,III i1 11IllIIIIPIII 111111I111111IIIIIiI1111►1+1 _ • I —_w�_•_•_�w.-_-IiIIIiI'jjjIIIIiIIII�r_ -__ �. _' �. - - O--_�I1i�ijII(IIII�IIII(iII,i!i._- 1 O�I I_>u l,,I!!I!II�I!!'�!iiII�1�iI� V_ t'IIIIII�II!I!II!I C 34 iI'IIIIIII I I I1II i_—�0 II -�i-aa_ .IiIIIII!IIII IIi(I Ii III,jjI i . _- �. ._ - -��i�IIIII�Ij -�rr�r-rr��r ----• -I-Q__ ��---_V F ©— - (i� 0�W cV�1 0H O STAIR SERVCE _Q0RRIQOR_ 2 205 TENANTI TENANT ---, 1t�I.III I 1rrIIir�t1rrir P�TjEV�NANT� 3-- 'II III IIi I ��N i1II1�I 1 iITIt'I �AI _ • �- D N\.N SPACESPACE -J_ . .. .. . .I i SPACE f I it . \` "I.I• , , - Architecture,�Plannin g, 8 Interior Design i g n 212 213 214 ELEVATORj LOBBY 801 Second Avenue, Seatte, WA 98104 EVAT, R ! ii ! ! it 216 Tel 206 682 3460 Fax 206 /343-88 IL JL 215 c 1.08 I DN UP .w--.--_r-.-•-- --- - r `0 � F171NORTH u — FFF FOOD COURj _9 PF 20 0 I T TENANT 6-4 �' WASHINGTON D' I � , ;; I 1 rCU ,5 ; 2 7� � CLF �CCD I �� S "ARE D FOOD COURT (C] U D CE:ID -i[,) (Fll) 11) 03 -- TIGARD, OREGONC CDWEST F)2p_ T F 204 E� F QED FOf� EAST ll. 0 — -- - - •— - • — .— • —._ - . - - - ---- - - ---1 . -- _ - - . _ . _ .L. -. - I- � PLANTFR F - I 1 nq j - �I1II!IIIII!'!! �—_�=�'III--`--.__-". __ . _-- . 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PrW �� ANT[R I F NEW PLANTERCLDw El (D UEJEDCFD >(fl D F W TENANTF OO CEED O C F/� ID 1D COD CF—ID p 218 CLI ED C SOUTH qm� j E9��0� 203 F r ( F © C l' Tllt PATTERN& EYh II � FL STAIR TENANT SPACE �N _ . _ . - - - - - - -- - - - • -• - - - - -(29 219 Revisions STAR r - - -- ---- !' - - - - - - aN0,8 LL- -----S ! --- ----_3 ^ TENANTSPACE If 22y _i - - - _ - - - -- -- N TENANfi TENANT 14 If N SPACE SPACE 11 I 2 I-20-9'./11 ! 220 No Dw SERVICE CORRIDOR 223 Sheet Title SECOND FL� THIRCODE REVIEW DRAWING IS AN ADDITIONAL SEATING PLAN CLAFICATION OF THE CONSTRUCTION DOCU- MENTS AND PART OF THt RESPONSES TO THE PLAN CHECK #5-23C REVIEW DATED JUNE 15, 199JI-1CODE REVIEW THI DRAWING DATED JANUARY 20, 1995 REVISES DRAWING PREVIOUSLY SURMITTEQ DRAWINGDATED sped •NDN SE&EMFIER 20, 1994. JAW/KHrut Q 0! 0 .►e�ed TW/JW227 2251 NOTE F FIXED TABLE , OCTOMM S. 1�1 Job No 02MM.8 Sheet No, 95!5 'fafhmgton Sq R1 o 4' e' 16, 14' CRD 2a 90 n,'0 IF THIS NOTICE APPEARS OLEARER THAN THP INK'UMFNT,THE DOCUMENT 11 OF MARGINAL QUALITY. n1IciOFunhu nmI ethaml LMA � __ -�— -- -- T--__ , i ►mlt,rr nrlrrn ml:ar rtln r 1 awl— ., ...— _:.....,F...._ ._ ,--._._.. m. _ ... :..._ -....,_.............:. ., . .� _. . .. ..., , ..v ..«.,� .., - ,., _ ,:' n',�., J r P !.,,,. .s' 1J, ':'A,'y, 'A ^llf;A1`rT+r.'�`tMk.� N.xa :.r iY�t"N+�'..� ,•.. �!` �+�.t zl�i'" ��.•��T�*^""� r 1"v�i'�+". � '�+F1.�P ,�, .. _�: t'F'�t1""p�"7'��.t,.w • Ik MN SEQUENCE OF OPERATION _- - ---- - SYMBOLS AND ABBRE=VIATIONS l _ FIRE/SMOKE ZONE ONE. IN THE EVENT OF SMOKE DETECTION OR WATER FLOW IN THE FIRE SPRINKLER FIRE/SMOKE ZONE SEVEN. IN THE EVENT OF SMOKE f,1ETE('TION OR WATER FLOW IN THE FIRE SPRINKLER c-- - -- - - - ��- (SECOND F1.00R FUTURE_ SYSTEM, A SIGNAL. SHALL BE SENT TO THE FIRE ALARM CONTROL PANEL FIRE 4FIRST FLOOR FUTURE SYSTEAI, THE FOLLOWING SEQUENCE SHALL OCCUR TENANT SPACE SOUTH) SMOKE ZONE SHALL BE EXPANDABLE TO SUPERVISE TENANT PROVIDED MVAC TENANT SPACE NORTH) I SMOKE DETECTOR OR WATER FLOW SWATCH SHALL SEND A SIGNAL TO THE SYSTEM. CLOSURE OF ALL FUTURE SMOKE DAMPERS AND ACTIVATE TENANT FIRE ALARM CONTROL PANEL, SMOKE DETECTOR-FIRE ALARM ,U.�ERVISEO , PROVIDED SMOKE EXHAUST SYSTEM.EXHAUST 2 FIRE ALARM CONTROL PANEL SHALL BE CAPABLE OF `,iEIZING CONTROL. OF Q 'SMOKE DAMPER FIRE/SMOKE ZONE TWO IN THE EVENT OF SMOKE DETECTION OR WATER FLOW IN THE FIRE SPRINKLER ANY FUTURE HVAC EQUIPMENT AND MAKE THEM INOPIcRABLE- (SE.COND FLOOR SYSTEM. THE FOLLOWING SEQUENCE SHALL OCCUR. COMMON MALL SPACE) I SMOKE DETECTOR OR WATER FLOW SWATCH SHALL SEND A SIGNAL TG THE 3 FIRE ALARM CONTROL PANEL SHALL CLOSE ALL FUTURE SMOKE DAMPERS ON CONTROL VALVE WITH TAMPER SWATCGI DUCTWORK SUPPLYING FUTURE FAN POWEF• J UNITS IN FIRE/SMOKE ZONE SEVEN. FIRE ALARM CONTROL PANEL 4 4 FIRE ALARM CONTROL PANEL iNALL OPEN DAMPERS AND ACTIVATE SMOKE EXHAUST b FLOW SWITCH t 2 FIRE ALARM CONTRO. PANEL SHALL SEIZE CONTROL Of THE FOLLOWING HVAC FANS SM-2 AND SM-3. WA EOUIPMENT TO MAKE THEM INOPERABLE. FP-1,FP-2. FP -3, FP-4. FP-5, FP-6. ��] $�OQ1d AIPK � + � I'AN POWER BOX y�r� FP-7, FP-e, FP-9, FP-10, FP-15 AND FP-16. / ��- T"6/w�c-3 W�2W IO'= r 3 FIRE ALARM CONTROL PANEL CLOSE DOWN ALL SMOKE DAMPERS ON -^�� DUCTWORK SUPPLYING THE FAN POWERED UNITS IN FIRE/SMOKE ZONE TWO F!FiE SPRINKLER PIPING HVAC DUCTWORK q 4 FIRE ALARM CONTROL PANEL SHALL OPEN DAMPER AND ACTIVATE SMOKE EXHAUST FANS SM-5 AND SM-6. _ -�'R- CHECK VALVE FIRE/SMOKE TONE THREE INV THE EVEN OF SMOKE DE WATER FLO�IN NE FIRE SPRINKLER SYSTEM A SIGNAL SHALL BE SENT TO THE FIRE ALARM CONTROL VANEL. FIRE (SECOND FLOOR FUTURE • TENANT SPACE NORTH) SMOKE ZONE SHALL BE EXPANDABLE TO SUPERVISE TENANT PRO'viDED HVAC I SYSTEM, CLOSURE OF ALL FUTURE SMOKE DAMPERS, AND ACTIVATE TENANT SM SMOKE EXHAUST FAN PROVIDED SMOKE EXHAUST SYSTEM SF SUPPLY FAN .o {�t( FP FAN POWERED BOX \ » FIRE/SMOKE ZONE FOUR NOT USED (�Q ►��M �q Q`�, FIRE/SMOKE ZONE FIVE: IN THE EVENT OF SMOKE DETECTION OR WATER FLOW IN THE FIRE SPRINKLER (FIRST FLOOR FUTURE SYSTEM THE FOLLOWING SEOUENCE SHALL OCCUR k TENANT SPACE SOUTH) I SMOKE DETECTOR OR WATER FLOW SWATCH SHALL SEND A SIGNAL TO THE FIRE ALARM CONTROL PANEL 2 FIRE ALARM CONTROL PANEL SHALL BE CAPABLE OF SEIZING CONTROL OF ANY FUTURE HVAC EQUIPMENT AND MAKE THEM INOPERABLE 3. FIRE ALARM CONTROL PANEL CLOSE ALL FUTURE SMOKE DAMPERS ON DUCTWORK SUPPLYING FUTURE FAN POWERED UNITS IN 97IRE/SMOKE ZONE FIVE. z 4 FIRE ALARM CONTROL. PANEL SHALL OPEN DAMPERS AND ACTIVATE SMOKE EXHAUST FANS SM-1 AND SIA-4. u� WASHINGTON FIRE/SMOKE ZONE SIX IN NE EVENT OF SMOKE DETECTION OR WATER FLOW IN THE FIRE SPRINKLER (FIRST FLOOR SYSTEM, THE FOLLOWING SEQUENCE SHALL OCCUR SOUARE COMMON MALL SPACE) I SMOKE DETECTOR OR WATER FLOW SWITCH SHALT. SEND A SIGNAL TO THE FIRE ALARM CONTROL PANEL ;HOPPING CE 2. FIRE ALARM CONTROL. PANEL SHALL SEIZE CONTROL OF THE FOLLOWING i'VAC EQUIPMENT TO MAKE THEM INOPERABLE. FP-11, FP-12. FP-13 AND FP-I- 3 FIRE ALARM CONTROL PANEL SHALL CLOSE ALL SMOKE TAMPERS ON , ■G`PD+ Off-CM "'^�'•� DUCTWORK SUPPLYING THE FAN POWERED UNITS IN FIR•E/SMOKE ZONE SIX 4 FIRE ALARM CONTROL, PANEL SHALL OPEN ALL AND ACTIVATE SMOKE r EXHAU5T FANS SM-S ANO SM-6. FOOD COURT POO WlNMAR PACIFIC, -_._________- _- ---___-- _ SM._5 SM-2 SM-3 NOTES THIS SHEET r, SM-_1 SM-4 SM-6 SF-1 s o T S SF-2 ' r' t c P I IIU ROOF t - EXIS NG PRIVATE FIRE SERVICE M J PENTHOUSE ----- L_ AIN. + - - - -.--- -- --- - -- I FP-10 s s Fp_ s FP- S FP-7 s s - -5- s L so 22 o---F n FP-1 I s -- �✓ EXISTING BACKFI OW PREVENTION DEVICE TO REMAIN DPI 1 _ 1 , .- jfdr i So t7 I c I s I I I I I �:I- - - JO EXISTING MAIN RISER FLOW SWITCH 70 REMAIN 1 '�— ' ' l - -- - -1- - - - - -1 J - - --L - - - - -1 s FP-6 S FP-4 s _ _ _1_ _ _ - -- - - - - 1- - - - -- _ - ._ - - - - - - - - - - - - - -- - - - - T- T I O EXISTING FIRE DEPARTMENT C,)NNECTION ASSEMBLY TO REMAIN. tao s I I 22 S L _ _ _ y J O "•• I s s m I So S s S NEW SYSTEM RISER SHUT-OFF VIU_VE. `• � `' r I I > > I FP-15 I t. Fp-2 21 22 bO NEW FIRE ALARM CONTROL PANEL. XXP 12 L _ - -I- - - - •- - - - - - - - - - - -- - - - - - - -- - - - - - - - -- - - - - - - - - - - - - - - - l- - - - - - -- - - - - FIRE SPRINKLER ZONE 1 FLOW SNATCH/CONTROL VALVE ASSEMBLY. I I I O FIRE SPRNKLER ZONE 2 FLOW SWITCH/CONTROL VALVE ASSEMBLY, '-PROJECT N11.A 93-371 17I 1I FIRE SPRINKLER ZONE 3 FLOW SNATCH/CONTROL VALVE ASSEMBLY. lw. Kr 1w. i3 Ir - x tt I I SECOND FLOOR _. 10 NOT USED. -- -- - _ -- - - — t SPRINKLER ZONE 5 FLOW SWITCH/CONTROL VALVE ASSEMBLY pAox Q-----T � i I s FP-14 S s0 R.� s FP-12 I s ® 1./6/95 .IFP ZONE MOOIFICAT1Qf'!5 � T 12 FIRE SPRINKLER ZONE 6 FLOW SNATCH/CONTROL VALVE ASSEMBLY. - �;"� s FP-11 FP-13 I s m m s I t2 I 13 FIRE SPRINKLER ZONE 7 FLOW SWITCH/CONTROL VALVE ASSEMBLY -_ _ I -�-- 1 - - - J I ►♦ NOT 1'1 1 --- 6 15 FIRE SPRI KLER ZONE 2 CONDUIT, S 1e r to NOT USED -- -- s t 7 RE SPRINKI. ZONE 5 CONDUIT. Ila OMD M 01N1*90 3 I 1e FIRE SPRINKLER ZONE 6 CONDUIT �1� s1��11� y� LM - yt� FIRST FLOOR fj_Lc f FIRE SPRINKLER ZONE 7 CONDUIT. DIAGRAM- NOT USED. RIE. MOMMM w . 21 BINATION WET STANDPIPE TO HOSE STATIONS ��•� 22 SMOKE DAMPER FOR FUTURE TENANT SUPPLY AIR SYSTEM. -'- --'-` nal�l.d a raeeie FIRE SPRINKLER/SMOKE EXHAUST SINGLE LINE DIAGRAM Do 1i0IVem low NO SCALE S1�NO► -�ti Ica IF THIS NOTICE.APPEARS('LEARF.R THAN If QCY g 1998 DOU11IMENT,THE DO(`IIMENT IS OF MARGINAL.QUALITY. n1111cROFIi,MF:u 111111 11 ilIIllylili t IIII ilij11111 j ilililiJilli2I1lil11ili11199111111'I'llig � INyI[M a.rl T nlllln nlllnu unhulllulhnlllmhln llnlnu n Itulnnhmbm ul Inlhln nlhu�InIIII�Ina,hm nnlnn nnlllu�illl r