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Permit 4999 - Nordstroms - Addition and Remodel
CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT Work to be done Addition /Remodel Site Address 100 Southcenter Mall Suite # Tenant NORDSTROMS Building Use Retail Assessors Account #..!12 d Q 8/ 41 ? Property Owner Jacobs, Visconsi and Jacobi Co. Joint Venture phone # 7 80 Address 25425 Center Ridge Road Cleveland, OH Zjp 44145 -4122 Contractor R. E. Bayley 223- 01- R0- BE- RE- 8375N0 Phone # 6'21 -8584 Address One Union Square Suite 1601 '-attle, WA Zip 98101 PERMIT # Control # 87 -003 (513) C� Cie © c&ct _ 130 FOR BUILDING PERMIT ONLY A roved for Issuance b Sq. Ft. let. Office =house Retail Other Occ. Load] 751 12,438 36,616 1,220 B -2 1,283 721 987 2nd F1. 3,422 8,130 32,409 1,164 B -2 3rd F1. 5,894 3,403 28,411 6,421B2/A3 F1. 7,751 1,179 B -2 3E .4th A?3O2 Total 10,067 31,722 97,436 9,98482 Fire Protection: 32 Sprinklers ❑ Detectors Zoning C -F Type of ConstructionII F.R. Total Fees sq. ft. @ 1st F1. sq. ft. @ 2nd F1. sq. ft. @ other sq. ft. @ other Valuation of Construction Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other ADMIN* Other Receipt #q. Receipt # Receipt # Receipt # Receipt #5983* Receipt # *For structural review TOTAL (Deducted from orig is plan check tee of $ $15,437,660 $ 8,737 $ 2,281 $ 3.50 $ 3,391r $ 14,419.50 Special Conditions This permit is issued per the conditions and agreements September 15, 1987 letter from Lawrence Johnson of Nordstrom to the city and and attachments referred to in that letter. FOR SIGN PERMIT ONLY in the attached all documents ❑ Permanent ❑ Temporary ❑ Single Face ❑ Double Face Building face Square Footage of each sign face Special Conditions ❑ Wall Mounted ❑ Free Standing ❑ Other Setbacks: Front Side Side Rear Total square footage of sign •.10. �1111•0__ THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED 15 NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 100 DAYS AT ANY TIME AFTER WORK 15 COMMENCED. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL { PP 1 N OF � gTHER STATE OR LOCAL LAW REGULATING CONS UCTION THE PERFORMANCE OF CONSTRUCTION. sA Signed Date LICENSED CONTRACTORS DECLARATION I hereby affirm that I am lic used under provi ons tit. Businus and Pro'essions Code, and my li nse is in full force and effect. y. Contractor (signature) LL1�1�Q, AO', ?/ Date - g ,7i5_/ OWNER -BU LDER DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date 'v • raV 1 E 12919 N E. 126,4 PLA TO. CASCADE T TESTING & INSP EVERETT I PLANN,r1f.. MP416.1259• 817 J L_ Al OD3.7.17.6■71 f50/ /AA-, 9,/o) ATTN• AS REQUESTED BY: THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. No. 27928 DATE CERT. NO. PROJECT / j ne- --24 (7-/� %lo1Z.�.�/�'n4l e P.41is Io(/ LOCATION -yam /D0 Odcri�t 'a /M z e- BLDG. PERMIT NO. OWNER WEATHER CZ.-""e- _ TEMP. AT AM ,3 /AT 4; ENGI EER Ci9, /f'1i it/ .7% Cit/G/> s • ARCHITECT CONTRACTOR ` /!--r- v r�I 0,.. 7. t�J Z 7- - • /c /ice (-'.3 I i) / /,vim i 2 7 /A/c (� r". ,•cJ.�.S (720E'D4/.5G -' /9--Zz- g7, z-`79 z a 2l� Al )C,-7? is l-777e . e � -L.4 NI 41 / 71ad F"/ mil. ticu/. C r +�J 7 c 7- 7a---A-7 .7 -72-ezic%G %f _Fee 2& % it -.1,1079s SEE TEST REPORT NO 6.7/ & ,1 HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: /` I n 7)0 FIELD REPORT SIGNED: TO* CASCADE TEST NG TESTING & INSPECT! N / 12919 NE, 1264 PLACE KIRKLAND, WASHINGTON EVERETT lawz INC. NaInikEiis /GEOLO ISTS 4 ^ 12ogr25^ 0817 ' 'C DEPT. i2D l/(/4 9i/D ATTN: AS REQUESTED BY: THE FOLLOWING WAS NOTED: PREVIOUS REPORT No, 4... Liel fp 0 No. 27927 OATE /0-Z3-g-7 CERT. NO. PROJECT .69e-erri`e&N 7-G7-- .7/67 ia-DN.577e(9/'''k --Yr•ji-/V ..5/60 A./ LOCATION le )0 ,.....e."7?1C.e7V7C-Z //Alec- BLDG. PERMIT NO. 459 9 OWNER WEATHER TEMP. AT AT AM PM ENGINEER &9/=/tle,1717/ ARCHITECT 7n44.--- ee4,--z-zi,so.,/7?9yz-rA/c--EsH/P CONTRACTOR 1-6 1*-72:7-- L---. ia4-14E-1-7/ a/ki.57 -,- iq94e,4./4) 7 7) z,s/ ?iA4/s vLle9-5 'et .1.4.f.‘57 ("Zi) 'be) 72zAC6-7t) -7Z-ec-ice "51/4.1 e_ex zAs/Aicp- 4//i31"474-77 or- T-1 ,4 f) 73 74 4- z_e7,4 cu.c. yds.) a 1"-- .7-72-ceeze_ ei-e-701-70/7"-fea,fre -e.v>1e.6":Wat-A/e-7 trYI / atarr■ 11-7, I enc. err:7 -7-Z--7,-77"" (a 6.0 et:--; 7-1 Ace7pf7V r e‘}-)os zArDooz..s- vrrcy 7;Frecz-- G-7e: - .1 TZelgs G4)4z. • ,g5 4-tt I.S") /it ..Tte Se' b e_ 4 it, /Aiv /1n4, SEE TEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY ,NspEcT.A COPIES TO c r ( 9 -e.(.--(1, 1-L.) - 1:Cs FIELD REPORT, 7C 61 SIGNED' -61ABBREV 1 AT IONS A.B. A/C ACOUS. AC.T. A ADD. ADJ. ADJUS. A.E.F. ACGR• ALT, AL., ALUM, A N D• APPROX. ARCH. ASB. ASPH. BD. SET. BLDG. BL K. ELKII. BM. S.M. SOT. BRG. BRZ. BSMT. B.U. D.R. CAB. C.B. CEM. CER. CHAMF. C.I. CIRR. C-jT. CLG. OE R C.M•U. CNTR. C.O• COL• CONC. CONN• CORSI. CONT. CONTR. CO RR. CPT. CS111. CTR. CTSK. CU, FT. CU. YD• DBL. D.L. DEMO. DET. D.F. D.H. DIAG. DIAM. DIM. DIV. ANGLE AT CENTERLINE CHANNEL PENNY PERPENDICULAR PLATE POUND OR NUMBER 0IAMETER SQUARE FEET ANCHOR BOLT AIR CONDITIONING ACOUSTICAL ACOUSTIC TILE AREA DRAIN AODF_NOUN ADJACENT ADJUSTABLE ABOVE:FINISH FLOOR AGGREGATE ALTERNATE ALUMINUM ANODIZED APPROXIMATE ARCHITECT ASBESTOS ASPHALT BOARD BETWEEN BUILDING BLOCK BLOCKING BEAM BENCH NARK BOTTOM BEARING BRONZE BASEMENT BUILT UP BACKING ROD CABINET CEMENT ASBESTOS BOARD CATCH BASIN CEMENT CERAMIC CORNER GUARD CHAMFER CAST IRON CAST-IN-PLACE (CONCRETE) CIRCLE CONTROL JOINT CEILING CIEAR(ANCE) CONCRETE MASONRY UNIT COUNTER CLEAN OLT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR CORRIDOR CARPET CASEMENT CERAMIC TILE CENTER COUNTER SINK CUBIC FOOT CUBIC YARD DOUBLE DEAD LOAD DEMOLITION DETAIL DRINKING FOUNTAIN DOUBLE HUNG DIAGONAL DIAMETER DIMENSION DIVISION DN. DP. DPR. DR. DS. D.T. DVC. DR F. EA, £.J1. EL• EL EC ELEV. ENCL. EQ. EQUIP, ESC. EST. EXCAV. EXH. EXIST EXP. EXT. ERP F.B.O. I F.D. FDN• F.E. F.E.C. F.E. FIN. FIR. Fl ASH. FLUOR. F.O.S. F.O.C. F.O.1- F.O.N. FP. FT. FTC. fURR. FUT. GA. CALV. G.B. GEN. GL. GD GR. G.W.B. GYP• GFPC N.C. HD. HOOD. HDCP. HDR. HDWO. HDWR. H.M• HORIZ HR. HT. HTG. H.V•A.C. h.W.H. I.D. I.P.S. INCL. INSUL. INT. INV. SPECIALTIES tr DOWN DAMPPROOFING DISPENSER DOOR DOWNSPOUT DRAIN TILE DRAWING DRAWER EAST EACH EXPANSION JOINT ELEVATION ELECTRIC (AL) ELEVATOR ENCLOSE (LIRE) EQUAL EQUIPMENT ESCALATOR ESTIMATE EXCAVATE EXHAUST EXISTING EXPANSION EXTERIOR EXIST. ROOF DRAIN .C. FURNISHED SY OWNER INSTALLED SY CONTRACTOR FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FACTORY FINISH F1N1SH(ED) FLOOR FLASHING FLUORESCENT FACE OF STUDS FACE OF CONCRETE FACE OF FINISH FACE OF MASONR! FIREPROOF FOOT, FEET FOOTING FURRED, FURRING FUTURE •1?.E.; Hts)c.S CAtt-Th4F-t GAGE GALVANIZED GRAB BAR GENERAL GLASS, GLAZING GROUND GRADE, GRADING PASS. GYPSUM WALL BOARD P.S. GYPSUM P.BD. GLASS FIBRE REINF. GONG. PERF. PER!. PL. P.L. P. LAM. P1 S. PL WD. PNL. PR. P.S.F. P.S.I. P1. P.T. P.T.D. PTN. P.T.R. PVMT JAN. JST. JT. KIT. KO. KPL. LAM. LAV. L H. L. LA, 11. LTL• LVR. HAS. MAX. M,C. MECH. MED. MEMB. MET. MEZZ. MFR. MH. MIN. MISC. MTD. MTL. MULL, N. N.I.C. NO N6M. N.T.S. . A 0.C. 0.0. 0.F.R.D. OR. OPP.H. OPNG. OPP. HOSE BIBB HOLLOW CORE HEAD HARDBOARD HANDICAPPED HEADER HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING HEATING/VENTILATING/ AIR CONDITIONING HOT WATER HEATER INSIDE DIAMETER INSIDE PIPE SIZE INCLUDING INSULATION INTERIOR INVERT 0.T. JANITOR JOIST JOINT KITCHEN KNOCKOUT KiCKPLATE L AMI N ATE (D) AVA1ORY EFT HAND LENGTH L LONG IVE LOAD IGHT INTEL LOUVER NIASONRY MAXIMUM MEDICINE CABINET MECHANIC (AL) MEDIUM MEMBRANE METAL MEZZANINE MANUFACTURE ( ) MANHOLE MINIMUM MISCELLANEOUS MOUNTED MATERIAL MULLION NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OVERFLOW ROOF DRAIN OVERHEAT) OPPOSITE HAND OPENING OPPOSITE: PASSENGER PANIC BAR PARTICLE BOARD PEPCORATE (0) PERIMETER PLATE PROPERTY LINE PT ASTIC LAMINATE PLASTER RLYWODD PANEL PAIR POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT PAVER TILE PAPER TOWEL DISPENSER PARTITION PAPER TOWEL RECEPTACLE PAVEMENT cb11NrII or' Yak QUARRY TILE R. R.A. RAD. R•S. R.T. 8.0. REF. REFL. RFFR• REG. REINF. REO• REV. R.11. RM. 8.0. 5. S. 0. SCH. S.D. SEAL. SECT. SH. SHT. SHTG. SIM. SL• SPEC. SO. S.S. S.STI STD. SIL. STOR. STR., STRUCF. SUSP. T. TEL 1EMP• TERR. TEX• THK. THRESH T.JT. TKBD. T.P.H. TV. TYP• UNFIN. UR. VAR. VEN2 VERT. VEST. V.G. V.W.C. W/ W.C. WD. W/0 P W.R• WSCT. WT• RISER RETURN AIR RADIUS RESILIENT BASE RESILIENT TILE ROOF DRAIN REFERENCE REFLECTE0 REFRIGERATOR REGISTER REINFORCING REQUIRED REVISION 1GHT HAND ROOM ROUGH OPENING RIGHT OF WAY SOUTH SOL ID CORE SCHEDULE STORM DRAIN SEALANT SECTION SHELF SHEET SHEATHING SIMILAR SLOPE SPECIFICATION SQUARE SERVICE SINK STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURAL SUSPENDED TREAD TOWEL BAR TERRA GOTTA TELEPHONE TEMPERED TERRA-LA TEXTURE (TO TONGUE AND GROOVE THICK(NESS) THRESHOLD TOOLED JOINT TACKBOARD TOILET RAPER HOLDER TELEVISION TYPICAL UNFINISHED URINAL VARNISH VENEER VERTICAL VESTIBULE VISION GRILLE VINYL WALL COVERING WEST , WIDE WITH WA1ER CLOSET WOCD WITHOUT WATERPROOF (11(0) WATER RESISTANT WAINSCOT WEIGHT WELDED WIRE FABRIC REFERENCE SYMBOLS RECESSED SHELF STANDARD LOCATIONS SALES FLOOR SIDE ONLY BOTH SIDES SPECIAL WALL CONDITIONS VISION GRILLE USE INTEGRAL STUO/SHELF STANDARD WALL CONSTRUCTION AS INDICATED REFER TO INTERIOR WALL ELEVATIONS FOR PRECISE LOCATIONS SEE Egol 1-R:-N.N49P..01::: r.ILS4,.11`tC,K; (2.4;,, s•Y?5:. RIAN(20:.7 N'searir ,N1.3.0v;.:-.. =L,Gro.14. 2i) 7e (.46•° , 10,4-' A 4e.° 4 .... 7'0' -- r.,•,;(.0' A4 4 7e.," SEE .) ®� 4.v L:i - A. FIRE HOSE CABINET 61-lc. paa FIRE EXT CABINET COMBINATION F-TiC AND FHC Jr, FIRE EXTINGUISHER ()FE CORNER GUARD WAINSCOT SPECIALTIES STOCK SHELVING CASEWORK TRAVEL ROD HANG ROD STORAGE C. C. P.LAM. [TH DODBLE WALLS AND PARTITIONS TYPICAL PARTITION ONE HOUR PARTITION TWO HOUR PARTITION CASED OPENING TWO HOUR SHAFT WALL SOUND PARTITION IRE'r-1.C. 2 7tRIfi;3 COHIfIN-14:1'1,9/-1 NOTE: PROVIDE VINYL C.G. WHERE NOTED ON DRAWINGS F.LAM. - PLASTIC LAMINATE OVER WALL CONSTRUCTION SHOWN HDBO. - HARDROARD OVER WALL CONSTRUCTION AS SHOWN TYPICALLY 12' DEEP UNLESS NOTED: A - 16' DEEP C - MANAGERS DESK 3 - 24 DEEP PLANNFD /----CASHWRAP OR FIXTURE SHOWN 10 APPROXIMATE SCALE DATA EQUIPMENT LQEATION TYPICALLY CEILING MOUNTED (EXCEPT AS NOTED) SINGLE TYPICALLY TWO TIERED (EXCEPT AS NOTED). ::"A./S (E-I:AIA. EEr T \eA/LCD .(71° SEE-TR:7-ot Two Hc)..,,,..z. ,,,.....„ sFEL_Fei .vA,.-e.:),•.,..Z‘K. \•A'.2f...°1 SEEL- .---:- FOUR HOUR iniumairtaumudarm SEPARATION WALL fEiiRpylEs SEE ER1G,H ,f27:7;01s-1 7,>Rrq<N, SEE‘'T DETAIL MATERIALS 41.4.6 4:41z1.174, EARTH GRAVEL CONCRETE CONCRETE BLOCK QUARRY OR CERAMIC TILE PLASTER GYPSUM WALL BOARD METAL STUD 131.1a..1 tZLEI.Or7-'15.4.1.,R4,3L.M.74.1= vp:ff WOOD BLOCKING CONTINUOUS Ea BATT INSULATION WOOD BLOCKING SHIM ED RIGID INSULATION WOOD FINISH META:. PLYWOOD ME1 ACOUSTICAL TILE COLUMN GRID LINE ROOM REFERENCE DOOR NUilBER DETAIL REFERENCE WALL SECTION BUILDING SECTION REFERENCE OR DATUM ELEVATION REFERENCE -REVISION REFERENCE NORTH REFERENCE REFERENCE TO DIM POINT ROOM NAME T202 202 .A REFERENCE DOOR SCHEDULE MITE NUMBER (OR LETTER) DRAWING NUMBER ------SECTION DESIGNATION (NUMBER) DRAWING 'NUMBER DETAIL NUMBER SEOLENCE I' r 8 15 22 2 3 4 5 6 . 9 16 23 101112 1718 13 14 2'1 19 20 24 25 26 27 28 L? 9 3_0 3 1i3 2 ,3 3 3 4 3 5 --SECTION DESIGNATION (LETTER) DRAWING NUMBER NUMBER, REFERENCE ELEVATION DRAWINGS SEE TITLE BLOCK FOR )REVISION. ONLY MOST RECENT REVISION SHOWN CLOUDED STONE TILE LEGEND elr'cl..fr I I a .12 LLbi 1•144.40151.-* 7--H e-r•Ct\45 4,0~~0.0 vdeass-mor.ow4 Era, ' ek›A:7:7 nsag C;>1 BUILDING CLASSIFICATIONS 1 APPLICABLE BUILING CODES, ORDINANCES AND REGULATIONS: A. 1985 UNIFORM BUILDING CODE 1985 UNIFORM MECHANICAL CODE 1985 UNIFORM PLUMBING CODE 1985 UNIFORM FIRE CODE 1985 NATIONAL ELECTRICAL CODE CITY OF TUKWILA ZONING CODE WASHINGTON STATE PHYSICALLY HANDICAPPED STAND ,'ASHINGION STATE ENERGY CODE 80 APPL [CHI E CITY ORDINANCES B. c. D. E. F. G. H. 2. ZONE: C-P (CITY OF TUKWILA ZONING CODE) 3. SL1SMIC ZONE: 3 CHAPTER 23. FIGURE I UBC 4. OCCUPANCY GROUP: 82 (RESTAURANT A-3) 5. CONSTRUCTION: TYPE !I F.R. 6. ALawABLE LLI03 ARIA.: TABLE 5C UBC A. BASIC ALLOWABLE FLOOR AREA: 39.900 B. 100% INCREASE FOR MULTI-STORY: +39,900 79,800 C. 100% INCREASE FOR SPRINKLER SYSTEM: +79.800= 159,600 D. 507 INCREASE FOR SEPARATION ON 2 SIDES:+79,800 .239,400 E. MAXIMUM ALLOWABLE FLOOR AREA: 239.400 7. 1,!..1,(111-A0LE HEIGHT: 1 15 FT. (CITY OF TUKCLA ZONING CODE) 160 FT. (UBC TABLE 5-D) 8• 1_13LLIELD__L_L0 ___LAR FEL! FLOOR (GROSS LEASEABLE FLOOR AREA. TUKWIL A ZONING CODE) FIRST FLOOR SECOND FLOOR THIRD FLOOR THIRD FLOOR liPPER LEVEL (FOURTH FLOOR) TOTAL 55.512 5 F. 47.785 S.F. 48.913 S.E. 9.416 5.0. 161.626 S.F. S.F. S.F. S.F. G.F S.F. 1 4 . INDEX OF DRAW INGS THIRD FLOOR: AR(' 111 TE TURAt, m/ (TPA: ;14-At_ (1) 4'-O' DOOR AT STAIR N 0 . 1 ( 2) 3'-0' DOORS AT STAIR NO. 2 (2) 3'-0' ()OURS AT STAIR NO. 3 (1) 4'-0° DOORS AT STAIR NO. 4 TOTAL THIRD FLOOR. UPPER LEVEL (FOURTH (1) P-0' 0008 AT STAIR NO. 2 (1) 31-N' DOOR AT STAIR NO. 3 TOTAL STAIRS. THIRD FLOOR, STAIR NO. 2 STAIR NO. 3 UPPER LEVEL: TO THIRD FLOOR TO THIRD FLOOR 1111RLI FLOOR: STAIR NO. 1 10 SECOND FLOOR STAIR 110. 2 TO SECOND FLOOR STAIR NO. 3 TO SECOND FLOOR STAIR NO. 4 TO SECOND F1.00R sECOND FLOOR: STAIR NO. 1 TO FIRST FLOOR STAIR NO. 2 TO FIRST FLOOR STAIR NO. 3 TO FIRST F1.003 STAIR NO• 4 TO FIRST FLOOR 15. MISCELLANEOUS HEMS FLOOR) 4.0' 6.0' 6.0' 4.0' 20.0' 3.0' 6.0' PROVIDED REQUIRED 3.75' 3.7S' 7.50' 3.95' 6.25' 6.25' 20,70' 5.85' 7.25' 7.25' 5./5' 26.10' .35' .35' .70' 3.70' 6.16' 6.16' 4.00' 20.02' 5.69' 6.92' 6.92' 4E881 4.41' A. ESCALATOR, OPENING SHALL PENETRATE TWO FLOORS AN) BE 9. FIRE RESISTIVE REQUIREMENTS FOR TYPE II CONSTRUCTION PROTECTED BY AN 18 ' DRAFT CURTAIN- B. ONE STAIR SHALL EXTEND TO THE ROOF EOR ELEVATOR 2 HR TAB E 17-A MAINTENANCE AND ROOF ACCESS. WALL:(0MALL.EXCEPT4ORNG) 4 HR. TAB[ 17-A NON-COMBUSTABLE C. EMERGENCY POWER BY GENERATOR, EXIT PATHWAYS SEC.1903 (a) ACCENTUATED BY LIGHT PATTERN LEADING TO EXIT. D• DRESSING ROOM PARTITIONS TO BE 7' HIGH, CONSTRUCTED OF 2 HR TABLE 17-A 1 HR. IABLE 17-A PARTICLE BOARD W/ Mil. FRAME & LAMINATE OR FABRIC COVERING AND SEC. 19061 2 HR. TABLE 17-A AND SEC. 1706(ti) ENERAL NOTES H. N0.1 BELOW) PER SEC. 1706(8) 1. i NON-COMBUSTABLE. FIRE RETARDENT WOOD, 4. HR.SEC. 1705(1) ! HR. SEC. 3305 (9) NON-COMBUSTIBLE SEC. 506(b) AIED SEC. 3802 (0) A. STRUCTURAL FRAME: 6. EXTERIOR NON-BEARING C. EXTF:RIOR NON-BEARING WALL: (FACitIC PARKING) 9. FLOORS (REiNFR TO NOTE NO.1 BELOW) E. ROOF F. STAIR ENCLOSURES (REFER TO NOTE NO.2 BELOW) (.;. SHAFT FNCIUSORES ( REFER TO NOTL N0.3 BELOW) ESCALATOR (REFER TO NOTE NO PERMANENT PARTITIONS (REFER TO J. CORRIDORS (REFER TO NOTE NO.6 BELOW) K. CEILINGS (REFER TO NOTE NO.7 BELOW) L. MISCELLANEOUS: M. BUILDING TO BE FULLY SPRINKLERED 1 . DUCT PENETRATIONS THROUGH FLOOR-CEILING ASSEMBLIES MUST BE FIRE DAMPERED. 2. EXIT DOORS SHALL BE PROTECTED BY A FIRE ASSEMBLY HAVEING A FIRE-PROTECTION RATING OF ONE AND ONE-HALF HOURS SEC. 3309(c) 3. 'PENINGS INTO A SHAFT SHALL HAVE A SELF-CLOSING FIRE 3SEMBIY CONFORMING TO 'SEC. 4306 AND WITH A ONE AND 'EEHALF HOURS RATING. AIR DUCT PENETRATIONS ARE TO BE F 1TECTED SY FIRE DAMPERS CONFORMING TO UBC STANDARD C-7 SEC. 1706. 4. N ENCLOSURE NEEDED WITH SPRINKLER SYSTEM AND DRAFT CURTAIN INSTALLED ACCORDING TO SEC. 17O6(8) 5. WHERE CORRIDOR IS NOT ESTABLISHED SEC. 1705(b) . 6. WHERE THE OCCUPANT LOAD IS 30 OR MORE. THE CEILING SHALL NOT BE LESS THAN THAT REQUIRED FOR A ONE-HOUR F.R. FLOOR OR ROOF SYSTEM. NON-COMBUSTIBLE CEILINGS MAY BE SUSPENDED BELOW THE FIRE RESISTIVE CEILING. DOOR OPENINGS SHALL BE PROTECTED BY AN ASSEMBLY HAVING A FIRE-PROTECTION RATING OF NOT LE', THAN 20 MINUTES. OTHER INTERIOR OPENINGS SHALL BE FIXED AND PROTECTED BY APPROVED 1/4' THICK WIRE GLASS INSTALLED IN STEEL FRAMES. THE TOTAL AREA OF ALL OPENINGS, OTHER THAN DOORS. IN ANY PORTION OF AN INTERIOR CORRIDOR SHALL NOTEXCEED 25% OF. THE AREA OF THE .CORRIDOR WALL OF THE ROOM WHCIH IT IS SEPARATING FROM THE SORRIDOR. DUCTS PENETRATING CORRIDO WALLS HAVING OPENINGS INTO THE CORRIDOR SHALL BE FIRE DAMPERED SECTION 3305(g) (h) . 7. NON-COMBUSTIBLE LAY IN ACOUSTIC TILE SYSTEM BELOW TWO- HOUR FLOOR SYSTEM. AREA ABOVE CEILING MAY BE USED AS A RETURN AIR PLENUM. U.L. APPROVED TEFLON COATED LOW - VOLTAGE WIRE MAY RUN THROUGH THE PLENUM WITHOUT CONDUIT. 1 0 . OCCUPANT LOADS: UBC TABLE 33-A FIRST FLOOR SQUARE FEET SALES FLOOR/DRESSING ROOMS TAILOR SHOP STOCK/HOLD UPPER SHOE STOCK UPPER COSMETIC STOCK OFFICES/OTHER TOTAL SECOND FLOOR 36,616 1,220 6.918 4,800 720 751 51,025 FACTOR aSCUPAN_TS :30 ;1 0 0 1300 3 0 0 :300 1 0 0 1.220.5 12,9 27.0 16.0 2.4 7.5 1.281.6 SQUARE FEET FACTOR OCCUPANTS SALES FLOOR/DRESSING ROOMS STOCK/HOLD ALTERATIONS OFFICF.S/OTHER TOTAL THIRD FLOOR 32.409 8.130 1,164 3,422 45.125 SOUARE FEET SALES FLOOR/DRESSING ROOMS 28.411 STOCK/HOLD 3,403 EMPLOYEE LOUNGE 970 OFFICES/OTHER 5,894 KITCHEN 970 RESTAURANT 3,120 EMPLOYEE LOCKER ROOM 408 RESTAURANT TERRACE 518 EMPLOYEE TERRACE 435 TOTAL 44,129 THIRD FLOOR UPPER 1EVEL (FOURTH FLOOR) 150 ;300 :100 :100 FACTOR. 150 #300 115 0100 1200 a 15 # 50 s 15 # 15 STOCK MAINTENANCE DISPLAY TOTAL 7.751 324 855 8,930 #300 #100 i 0 0 648.1 27.1 11.6 34.2 _ 721.0 OCCUPANTS 568.2 11 .3 64.7 58.9 4.8 208.0 8.1 34.6 29.0 987.6 25.3 3.2 8.5 37.5 11. NUMBER OF EXITS REQUIRED: UDC SECTION 3303(A) TABLE 33-A FIRST FLOOR: SECOND FLOOR: THIRD FLOOR: THIRD FLOOR, UFPER LEVEL RESTAURANT: EMPLOYEE LOUNGE: RESTAURANT TERRACE: EMPLO/EE LOUNGE TERRACE: 1281 721 987 37 OCC.. OCC.. OCC.. OCC.. 4 EXITS 3 EXITS 3 EXITS 2 EXITS 208 M.= 2 EXITS (1 DIRECTLY INTO STAIR :2 VIA. RATED CORRIDOR.) 65 OCC.. 2 EXITS (1 DIRECTLY INTO STAIR :1 VIA RATED CORRID"P.1 OCC.. 2 EXITS (1 DIR..CTLY INTO STAIR :2 VIA RATED CORRIDOR.) 29 OCC.. 2 EXITS (1 DIRECTLY INTO STAIR #1 VIA RATED 'CORRIDOR.) 12. EXIT DIJOR WIDTH REQUIRED, UBC SECTION 3303(A) TABLE 33-A FIRST FLOOR: SECOND FLOOR: THIRD FLOOR: THIRD FLOOR. UPPER LEVEL 13. EXITS PROVIDED 1281 / 721 / 987 / 37 / 50 50 50 50 FIRST FLOOR: 1(3) 3'-0' DOORS AT NORTH BUILDING ENTRY ( 4 ) 3 ' - 0 ' D O O R S A T WEST BUILDING ENTRY (2) 3' 0' DOOR ADJACENT TO STAIR N 4 (2) 3'-C' DOOR ADJACENT TO STAIR NO. 1 * (1 PR. SWING, 1 SLIDER W/ BREAKAWAY TOTAL SECOND FLOOR: (1) 4'-0' DOOR AT STAIR NO. 1 ( 1 ) 4 ' . . 0 ' 0 0 0 R AT STAIR NO. (1) 4'-0' DOOR AT STAIR NO. 3 (1) DOOR Al STAIR NO. 4 TOTAL 25.6' = 14.4' = 19.7' HDWR.) 1 . 1 ! !,, 11, I Hi, i !Ili i! I, (-4 9.0' 12.0' 6.0' 6.0' 33.0' 4.0' 4.0' 4.0' 3.0' IUMENIONS: DIMENSIONS ON COLUMNS TYPICALLY. PLANS ARE TO FINISH FACE OR CENTER LINE OF EXTERIOR DIMENSIONS ARE TO FACE OF EXTERIOR MATERIAL. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAIIS ARE TO BE CENTERED BETWEEN WALLS. VERIFY ALL DIMENSIONS AND CONDITIONS AND NOTIFY ARCHITECT CF ANY DISCREPANCIES. 2. CODES: ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OR THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. 3. DO DRARINGS: THE CONTRACTORS SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. ABBREVIATIONS: THROUGHOUT THE PLAN ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED 0 THE PROJECT. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION N 5. THE DRAWINGS AND SPECIFICATIONS: PLUMBING. MECHANICAL AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL AND THE CONSULTING ENGINEER(S) DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION BY WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. CASEWORK AND DRESSING ROOM PARTITION CONSTRUCTION DRAWINGS WILL BE ISSUED DIRECTLY BY THE OWNER AT A LATER DATE. 6. COORDINATION: EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION WITH OTHER CONTRACTORS TO ASSURE COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS. AND THE ACCURATE LOCATION OF STRUCTURAL MEMBERS AND OPENINGS FOR MECHANICAL. ELECTRICAL. STAIRS. ELEVATORS, ESCALATORS AND MISCELLANEOUS EQUIPMENT. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR AS WELL AS SHOP DRAWINGS APPROVED BY ARCHITECT, BEFORE PROCEEDING WITH THE WORK. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PADS AND BASES AS WELL AS POWER AND WATER OR DRAIN INSTALLATION WITH EQUIPMENT MANUFACTURERS BEFORE PROCEEDING WITH THE WORK. 7, EiITS: ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. ALL EXIT SIGNS SHALL HAVE LETTERS 5 (SIX) INCHES HIGH MINIMUM, AND SHALL CONFORM WITH APPLICABLE CODES. REFER TO DRAWINGS FOR EXIT SIGN INSTALLATION. 8. GLAZING: THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS AND GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, HE SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. NO CLAIMS FOR EXTRAS FOR COMPLYING WITH THE STANDARD WILL BE ENTERTAINED. 9. FIUSHES: THERE SHALL BE NO EXPOSED PIPE. CONDUITS. DUCTS. VENTS. ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS NOTED AS EXPOSED CONSTRUCTION.ON DRAWINGS. NOTED c211-1F-R141- OFFSET STUDS WHERE REQUIRED. SO THAT FINISH WALL SURFACE WILL BE FLUSH. SEE INTERIOR WALL ELEVATIONS FOR EXACT WALL STANDARD LOCATIONS. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. CEILING SUSPENSION SYSTEMS SHALL BE STABILIZED AGAINST LATERAL MOVEMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE UBC, 1985 EDITION TABLE 23-J. DEPRESS CONCRETE FLOOR SLABS FOR FINISH FLOOR MATERIALS AS REQUIRED AND AS NOTED ON STRUCTURAL DRAWINGS. WHERE FLOOR DRAINS OR FLOOR SINKS OCCUR, ALL FINISH FLOORS SHALL SLOPE TO DRAIN. ALL PARTITIONS EXTEND TO UNDERSIDE OF STRUCTURE ABOVE, UNLESS NOTED OTHERWISE .P.a."1-.15 117':;)1NPL:ITJ , TO P..114 t-' fRi.-1-1S9jt_e: F0,11:11.1r.,1FL,C0L ALL WOOD BLOCKING SHALL BE FIRE RETARDANT- TREATED. 10. FIRE PROTECTION: BUILDING ID TO BE FULLY SPRINKLERED THROUGHOUT. SPRINKLER SYSTEM IS TO BE APPROVED BY THE 14.5.3.3. PRIOR TO INSTALLATION. FIRE PROTECTION CONTRACTOR IS REQUIRED TO RUN ALL MAIN DRAIN LINES AND/OR INSPECTOR )EST LINES OUT BEYOND THE BUILDING LINE OR TO THE FACE OF CURB. THERE SHALL BE NO DRAINAGE OF WATER ACROSS SIDEWALK OR ANY OTHER CONCRETE AREA AROUND THE PERIMETER OF THE BUILDING. FIRE PROTECTION CONTRACTOR SHALL PROVIDE FIRE PROTECTION DRAWINGS AS REQUIRED TO MEET CITY OF TUKWILA AND W.S.R.B. REGULATIONS, FIRE PROTECTION CONTRACTOR MAY BE REQUIRED TO RELOCATE. AT HIS COST. ANY FIRE PROTECTION EQUIPMENT, PIPING, OR APPLIANCE WHICH HAS BEEN INSTALLED WITHOUT THE APPROVAL CF THE OWNER AND GOVERNING AGENCIES AND WITHOUT THE ARCHITECTS CONCURRENCE. PROVIDE FIRE DAMPERS AND ACCESS PANELS FOR DUCTS AND A/C FIXTURES WHEN PASSING THROUGH A FIRE RATED ENCLOSURE. PROVIDE FIRE DAMPERS Al ALL SUPPLY AIR AND RETURN AIR OUTLETS OR INLETS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, AND SURFACES AND AS REQUIRED BY THE FIRE DEPARTMENT. II. WEIIIIMAXING: ALL EXTERIOR WALL OPENINGS, FLASHING. COUNTER FLASHING EXPANSION JOINTS SHALL BE CONSTRUCTED IN SUCH A MANNER AS 10 MAKE THEM WEATHERPROOF. THE JUNCTION OF fHL ROOF AND VERTICAL SURFACES SHALL BE FLASHED AND COUNTERFLASHED IN A MANNER TEO MAKE THEM WEATHERPROOF. 12. THE SPECIFICATIONS ARE A PART UE 1015 CONTRACT. 13. MECHANICAL, ELECTRICAL VERTICAL TRANSPORTATION AND SPRINKLER WORK SHALL BE CONDUCTED UNDER SEPARATE PERMIT. 14. PROVIDE CONTINUOUS INSPECTION FOR FIELD WELDS. WELDING TO 8E DONE BY WELDERS CERTIFIED BY THE CITY BUILDING DEPARTMENT, 15. ALL STRUCTURAL BRACING AND STRUCTURAL FRAMING TO HAVE FIREPROOFING TO MEET 2-HOUR FIRE PROTECTION. FLOOR SYSTEM TO COMPLY WITH 1985 0.0 . .C. '7"al rik A0.01 GENE PAL mOTLS PHA I. MARCI-4 - OCT. 31 PHASINC, PLAN, ARC! II TEC 'MEAL Pf 451.1 MAI (CH - OC I-. 31 14A5 ING f'LAN. STRUCTURAL PILM I. I MAR4EH _ of:T. 3; PHAS INC, PLAN, mEcHAN1cAE PHEIJ MARCH - OE T. 31 PHASING PLAN, ELECTRICAL 10 17,1.1 MART - OCT. 31 PHASING i'0.A.N, PLUMBING MIA 1.2 NO'.'. - !AN. 30 PHASING 01_ V-4, ARCHI TECTUR'AL PHM I . 2 NOv. - JAN. 30 PI !AS1NG PLAr!. MECHAIL IC. PI 1E1.2 NOV. - IAN. -.11/ T'HASING PLAN, 1.1.E CTR1CAL PII,1.2 NOS'. - JAN. 19 Pi IASING PLAN. PL:im1-91,1,5 PHAL3 PHA', i t•1(. !):: I-AE.9 P 11A2 .1 FEE. - APP. '19 Pi IAS ING PLAI 1, A4,!C1-41TE-.42 TUPAL PPS?, ! rs 9. - ,P..-p. :H Pi IN; Ulf:. ,'■ AN Sri r!._,(.. Tli'■/.._ PliM2.1 iT,P. _ App. 30 PHASINC, PLAN, .M:= CI 1ANICAL PEE 2.1 FEB. - APR. 10 PHASING PLAN. ELECT RP-- 14 !I '2.1 FEB. - AN1. 20 PHASING 1'LA, PLUMBit. ■ :! !A? . ' !,,..t,Y - ' ',IC, . 3; P441,5ING Pi_ AL!, ARCH TE.. 5- . .. PHM?..2 .Y.A'r . '/'‘,1X74. 31 El-1AS / NC PLAN, ME CALALIK:AL PI 2.2 4:AY - AUC. 3! PHASING PLAN, 5-L.: CTR1 CAL PI '1,7.2 MAY - ALVT. 31 P4-1A's INC; 'LA51, F Ll./MBILIG "42.01 FIRS T f'LOOP, DEMOL IT ION PLAN A2.02 SECOND FLOOR nErAoL 1 TIER ' PLAN A-2.C] THIRD Et..onEt DEMO!. I T ION 1.0..A51 A2.05 R0Ois OLMOL I'fiOti Fti,1 1 A3.01 SITE PLAt 1 A4.01 11D.E,N FLOOR PLAT.: 4V4.02 SECOND FLOOR. PLAr 1 A54.03 THIS:D FLOOR PLAN 4•9!, THIP,r-4 EL OOP 1.420ER LEVEL PLAN 145.05 ROOF 111.Ar1 A.5.91 FIRST FLCOR REF LECTED CEILING PLAN A5.02 SECOND FLCOR REFLECTED HEN..1rIc, ;IAN AS.01 THIRD FLOOR P.EF LECTED CE IL !NG pLAN 7/11RD FLOOR UPPEI', LEVEL iNPPER LEVEL FI XTL'RE P,t'r-1E.:1ED CEP_ INC, PLAN AE1.01 It IG ELEVATIONS ASLC2 p.';ILDING r.R.E.DATHY,Is A.E.N3 Pi IILDIN c: s'Eci-lor,IN I\.0: WALL '157(:T IONS ATID DE TAN.; 1/45.s.A1 WALL SECTIONS AND DETAILS EN1 ARGED FT!.:',.P!!4' PLANS AND ELF://1 IONS iThll r,..1' ':, -':' : 1 1r:it :'-i, Pr1.11.cHEE..; /2E11.1AE ,44.4 :4-, Trirpy DETAILS AC4.0 mISCELLA'j7,')Uc EN:TA1LA A,-.0 I DETAILS ,17.!'.? LIG! Ir R.HvE !!;!:TAILS A.7.91 DETAILS Ai.,'4 TIPASL !:/_, A. A7.05 DETAILS A3.01 S-fAIR PLAI IS AND SECTIONS M.02 STAIR PI.A.1.6 AND SECTIONS A-.03 STAIR Pi AI I5- AND SEGT10/.95 Ni./5 E1.EV ATOP. PLANS, SEC Ti 01 IS AND DETAILS /42.05/ ESCALATOR, PLANS N3.06 ESCN_A I-OR A !ID CLERES1 GP -45 S:-:CTIONS X2.0! DOOR SCHEDULE A9.02 DOOR DE TAILS A10.01 P. I(ER IOR PLANS ELEVAT 1 Or. A! ,D DE TAILS A10.02 ELEVATOR PLA.1 /5 ELFHAATIE)Hs ARE.) 1.)E.TAILS A10.0-1 01T.',11_5 A10.0'. COSMETICS, TAILOR N•iD ALTERATION'S :RES IR Of_•4'41 PLANS AND ELE.VATI OILS A1.).: P 'SS 1-Ro0,.-• PUN IS AHD NLELEA.EDARs 11.91 FIRST FLOOR INTER] Di I. PLAN 11.02 SECOND FLOOR 111HDHED.,. PLAN !1.03 THIRD FLOOR INTERIOR PLAN 12.01 Is /HST FLOOR INTERIOR ELEVA.TiONS 12.92 1-- IRS 1- FLOOR INTERIOR ELEVATIONS 12.03 SECOND EL.007. INTL:1210F; ELEVATIONS SEC01,0 FLOOR INTERIOR ELEVATIONS 12.05 THIRD FLOOR INTERIOR ELEVATIONS 12.06 THIRD FLOOR 1NTERIOP ELEVATIONS 12.07 INTERIOR DETAILS 12.02 GALLERY DETAILS AND ELelATIONS 12.09 ESCALATC1-2 PAINT DES IC' LATI 13.01 FINISH SCHEDULE 13.02 FINISH SCHEDULE 1'4.01 GRAPHIC SCHEDULE 14.02 GRAPHIC DETAILS STP1jCTUE1AL SD2.I SD7.? SD2.3 SO2.4 SDI! SD3.2 SLI 52.1 52.2 S2.3 52.4 S2.5 52.6 S2.7 Si! 93.2 734.1 S4.2 C4.3 S4.4 S.4.5 5/4.6 S5.1 S6.I 56.2 56.3 STRUCTURAL OE MC.`,1_ IT ION FIRST FLOOR PLAN STRUCTURAL DEMOLITION SECOND FLOOR PLAN STRUCTURAL DEMOLITION THIRD FLoom PLAN STRUCTURAL DEMOLITION ROOF PLAN STRUCTURAL DEMOLITION ELEVATIONS STRUCTURAL DEMOLITION ELEVATIONS TYPICAL CETAILS, F0071141, SCHEDULE, STRuC TURA!. NO TES FOUNDATION PLANS EOUNDATITX! DETAILS COLU,M,t,: SCHEDUL E., RASE PLATE AND SPLICE DETAILS SEC_474 ND FLOOR FRAMING PLAIT I THIRD FLOOR FRAMING PLAN THIRD FLOOR UPPER LEVEL/LOW ROOF FRAMING PI AN HIGH POOF/CLEPESTORY FRAMING PLAN STRUCTURAL BUILDING ELEVATIONS STRUCTURAL BUILDING H .EVAI IONS FLOOR SECTIONS AND DETAILS FLOOR SECTIONS AND DETAILS FLOOR SECTIONS AND DETAILS ROOF SECT IONS AND DETAILS ROOF SECTIONS AND DETAILS PAISCELLANEOUS ROOF SECTIONS AND DETAILS TYPICAL STEEL. CCNNEC TION DETAILS STAIR PLANS, STAIR 112 STAIR PLANS, STAIR (/3 AND STAIR !No STAIR SECTIONS AND DETAILS 120.01 HVAC SCHEDULE SHEET 0.0.02 4- iv'AC 54THEDuLE 311EE T A'10 OF rAlLs. M/.../2.(4 15l'/\C ROOF DE M-LIT ION M3.01 FIRST 71.0015 PLAN . HVAC .511.62 SEGOND FLOOR PLAL/ .. HVAC M3.03 THIRD FLOOR PLAN - HVAL. M3.04 UPPER P. 1 EVE!. PI ANS - 1-1VAC M3.05 ROOF PLAN - HVAC W4.0! Hs/AC SF CTION AND GE [Au, .,25.01 1AAA.(5 ''l!57113 DIAGRAMS f.' 1.)331111G, PD2.1 PD2.2 PD.T.3 P132.'4 P0,1 P2 .1 "7.2 7,2.3 P2.4 P?..S P2.6 P5.1 P5.2 P:3.1 ELECTRICAL E D2.I ED2.2 ED2.3 ED2Z4 ED2.5 ED2,6 E1).1 4:52. E2.2. E2.3 E2.4 E2.5 E2.6 E2.7 152.9 E2.10 L.?. i 1 E2.12 E2.13 E.2.111 F.2.15 E2. I 6 ES.1 E5.2 L(3.1 ET-1.2 E F9.1 E9.2 [593 K! li? Kt, ECU!' IDA.TION PLAN DEMOLITION - PLUMBING 1- I RST FLOOR PLAN DEMOLITION - i)Lutz soEcoND FLOOR PLAN DEMOLITION - PLUMBING THIRD FLOOR PLAN DE.MOLI [11)51 - PLUMBING FP0L J.NM:3DAII.T.1.01N.F.pCLEA71,...Fori:u1 t,,,7,i313FINSG7DULE TAIL; ilis [1 11)-5 ii1%;1! (!: RF IA_ :JR PLAN - PLUMJ3ING SECOND FLOOR PLAN - PLUMBING THIRD FLOOR PLAN - PLUMBING UPPER L EvEt. PLAN - PLUMBING T6001, PLAN - PLUMBING KITCHEN FLOUR. PLAN - PLUMBING TAILOR/AIM:RATIONS PLAN - PLUMBING RiSER DiAERHAA..s F I RST FLOOR AN DEMOLITION - LIGHTING FIRST FLOOR PLAN DEMOLITION - ELECTRICAL SECOND FLOOR PLAN OE550151 T1ON - LIGHTING SECOND FLOOR PLAN DEMOLITION - ELECTRICAL THIRD FLOOR PLAN DEMOLITION - LIGHTING THIRD FLOOR PLAN DEMOLITION - ELECTRICAL ELECTRi CAL LEGEND, LICHT Fl X TURF: SCHEDUil. /-IDTES FIRST FLOOR PLAN - L1531-41111, FIRST FLOOR PLAN - POWER 151.65 T F1_007-I PLAN - TELEPHONE, SOUND 24, SECURI TY FIRST FLOOR PLAN - P.O.S. SE.COND FLOOR PLAN - LIGHTING SECOND FLOOR PLAN - POWER 5E0OND FLOOR PLAN TELEPHOT/:E, SOUND 2, SECURITY SECOND FLOOR PLAN - THIRD FLOOR PLAN - 1.145HTING THIRD FLOOR PLAN - PO'NER THIRD FLOOR PLAN - '/ELEPHOI SOuND & SECURITY THIRD FLOOR 1'L.A - L.:PP-ER LEVEL FLOOR PLANS - LIGHTING UPPER LEVEL. FLOOR FLANS - POWE:R UPPER LEVEL FLOOR PLANZ - P.O.M. TELEPHONE, 50!../ND SE CUR I Ty" ROOF 15LAN - POWER 2,4 SLECUP 1 TY TR\ SHOPS, PKG./SEC. 2. SV/ITCHARD PLANS - POWER, -TELEPHONE, 500150 15 SEC..•,j71 KITCHEN/RES TAURANT PLAN - 24 POWER DF TAILS P.O.S. SYSTEM RISER DIAGRAM & DETAILS POWER iHSER 5. C/NE-LINE. DIAGRAM E'_ECINIC.L PANEL SCHEDULES ELECTRICAL p.ANEL SCHEDULES ELECTRIC:A_ PANEL SCH,EOULES PLAN AND 50-47y;u; E L.LEC TRICAL PLAN PLUMB!! IG P4 AN ELEVATIONS 1E5 TAURAN T RI 112 R5 R6 R-i R9 FLOOR PLAN SEATING PLAN, REF LECTED CEILING PLAN INTERIOR ELEVATIONS S 'CHACE PLAN DETAILS DETAILS DETAILS DE TAILS LANDSCAPING L 1 PLANTING PLAN AND OETAILS L2 IRRIGATION PLAN AND DETAILS 153 T1-1115D FLOOR IRRIGATION PLAN AND DETAILS PROJECT LOCATION q) . m rp s‘ OMMTRANNOW • m ANDOVER PARK EAST CHRISTENSON RD VICINITY MAP GJ VI8 82ON IW.S NO SCALE 1OUTFICEKMR BLVD. I--; IPHIIII711t471 I 4.10_1_jil1--'N'\ y;Tr iiEEE ii _:=2::=:- E7.3 r AND(..:Vaf-PAFiK WEST !!! 111.11 NO SCALE ".4 '4, 11 s•' s,•V\,\`'t • \\SNY \ COPYRIGHT 198 THE CA1.1.1SON PARTNERI • „,,474,4:6V, • 44-,4!;:-P.r • 4.. 44- • - The Cailison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623-4646 The (Olson Partnership Ltd., A Corporation 81 CONSULTANTS fitffiRMEM5210" M REVISIONS IMMINIZEINNEIMEMMEitital No. Date Item Pi APPROVALS IIONNIMMOMMEgssmanan CREIGHTON/M1TCHELL Project Architect - • Drawn Checked A p p rt'ved _ 72 VAIE or wiispANG/0,.., laSi Er' - Registration --- M HEET TITLE PAISNOMORBEtstausiame GENERAL NOTES 862(ia MAY 4 1987 Project No. Date smEET NO, Eximuitaziam.2 A0.01 34144_!..`,11189MIERMatErealliterireMMEERMSNIS DE..tc:- EL' A I", c 1 NI V. ti.-•!_••:.. er. L S 7-E,C7 "..4C-re C.-, 4-) (-->i-x--44- (E- F.) ec c-)Frl• is.;11 KJ. h / fErfi- 11 h r ro- - - - - - 1 t!: $ L.. T- 7-- I c.-.7 ETD R. Ea L__C}C_ IE. 1 rC ! GEEIt'-4c, EE )7 • --------- - • • _ !I • N • ' 7,, :1 • : : : : ' ' " -irq"\ • ials • +a *INFO, Vat 4.-._ _ 132' Lrq F RTI 7- ! F=L-.r•-•.1C- . . . T 4 <6, p I E al. -- -Ns-- ---- ! • •-• Vs:N-1 t- Tj !„ T ,G; r• 7 4,4,41,4,1 ci -c - 0 0 1 q fi I , 1_ V_ LI :.__ r.1 1 ! I 1 9 ii............ r I ! ! ! I 1 . , FIRST FLOOR PLAN, 1 - ,--- '..,' •1‘ ' 1 . ,A,.. I V -.1 t_=-.. "--, ! 7 ..^. , , -' _ :!---1I",- t. L4_ / :•?-.."1;r:-. L._ ::: 51. r-2 L. , •_, E-.E...t - : , ,...... ._... ,1,. - - ipzi_ ;-; ) st...1 )ENI t 42_ - rtdr# T7".17. . 1-1-"•N-1 : 1 L_ /77, ' • 75-.:41 _ : 4. • • .... ) •Re 1 I• , r•-•.r E•- E. • • - D MAY 15 THRU JUNE 30 1987 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 1 ' • • ; ; ! C.- • / 10 - GFNERAL NOTE.S i 1 . '', ip, ":, T r. 1 -- 7,- ilb- tt, , - -‘■ i 1 • 7 .1, „ 1 r., __-:--_.,...1,1._;-4 ..,;_,.. .' , -. r j • -I Fri 1' • i-;;',; • Li- it riiin AOC Ins iculatite : •N • r , -,r SECOND FLOOR PLAN • ; r1 E",! • • tg • 1. DEMO EXISTING SIDEWALKS. 2. BEGIN DEMO OF EXTERIOR BRICK. 3. REMOVE EXISTING SPRINKLERS AND PIPING IN DEMO AREA ONLY. REMAINDER OF STORE SPRINKLER SYSTEM to REMAIN IN FULL SERVICE DURING STORE OPERATIONS. PLAN ALL WORK ACCORDINGLY AND WITHOUT FAIL. REINSTALL SPRINKLER PROTECTION (FOLLOWING COMPLETION OF AREA CONSTRUCTION) IN ACCORDANCE WITH BUILDING SPECIFICATIONS. 4. PORTABLE MULTI-PURPOSE FIRE EXTINGUISHERS TO BE PROVIDED IN: A. DEMOLITION WORK AREAS. B. EXITING TUNNELS (BASED ON 75 FT. TRAVEL DISTANCE RULE). C. NEW ADDITION WORK AREAS. MINIMUM UNIT SIZE UL RATED 2A, IOBC DRY CHEMICAL. 5. EXISTING EXIT SIGNAGE AND EXIT LIGHTING TO BE REARRANGED DURING RELOCTION OF EXITS. EXIT SIGNAGE AND EXIT LIGHTING TO BE PROVIDED IN ALL TEMPORARY EXIT TUNNELS. ,C) 7 - ( Ni 11,1 A !! / Z- e_4 L_a ! - 1...1:\ . i--„, 1- "i t---1 L. ".••. 1 7;-- ,,,,. Ti...,1,-.4-4F., ,__•• -- - - -CO L- •-_-...1..... E.e.. E (Saa r•-1,C4=.-.7.. .^- 1-- ), - --1 P2-1._ 10) ) . 9299,s+aii:+4411t-sa 1 :+ t:771,--_.:;:•- .1, - c4F-zi I i•-•4 L-L-. I F-. A...F-2,1 I I o) e,)) -1-e-.MPOT-ZA,E-R"c 1 em (-AT • -r t OkjS A SHC/',/,.1---4 .4 E-1....rrFR:f \Iv Ft_ )7---tFzu ) 1 I .1 !• Mee I ..I -, r ... •...,.. ....; ,Ii ,'. : : ...; . r.'"*--!:-_-_: it ---r - -- .,/ !. 7-4 ; • ; /1.T.1 Z..j.: 1 1 ; 1 r ! 1 ,21 !I ,i .; - ,1,--:,-1 - 1 -] :7srft';-.:: : ' 7-----i- _.---.77-7 Liz 1--4471 ,_;_....1,.._,_ti...,....., # , Li, ,..,t-',..„,! .:: -r.. ..,. Li...,1. i., .._ , , .. IN.ts-i-A,i...14, T El.. IP r-"•=•`..-r- ! "-- , ....??-4,-..„ "\--7- i.1 I ' F.R.C! Pc ,, 1.-• L2J E---=-4..6.1-C_ .F'. ! EL,E•viF.2-- L.C-,-„..; .....-n c...,.i...v.:-.. , _ch._______!...l! sT_ ' L4 L... N:.--,..--!.•-.., cr...:..C. A _1 i Et__ E---IV - - / r- tipp• sus a' .14.0 i- 1E0. v rietik tom-6 oat:: 7141 ',sea *sow; pox Rd kiwi it...gia ii 61 Maga lei . ----JF , . - Li I 3E44 )• • ' r-L1 F•7 W-c:2 r _.--1‘2-----1-.‘P‘i_ I-- -r E_r•rl :7 'iz,..s..7i ,,7,,..., •••:. 1•1; i.:-...!..7., NI (..:,-.a.F_- 7-,--.. :••..,;,... 5, ) c,E.,-i it(2-.• .. Ct__*•,. Er„ . ;•"."::-! 1s1 E.._ - . '-' •-,.,_ ■---1.L.- a `-'.;., I . - I 1 IIt FIRST FLOOR PLAN Nc'E SE E1 1•==!;-4,--. 1 . FL; E. 7- • __••;!.,-, 1:1) -7- rawl osi E \ -r,At Pe. 4r -1 L._ - N. -4-4 JULY 1 THRU OCTOBER 31 1987 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 1 :1,11 '7- 1*. L7- -"" T c:-.Z r --L '; L. 7 ) ' . !! -4ST r1 7-1r7 Dr 1 1-c-2 H' H 17-1'7 ,• . , • • - 10 12 6. PROVIDE TEMPORARY SPRINKLER PROTECTION IN TUNNEL AREAS. CONNECT SUPPLY AT NEAREST SUITABLY SLPPLIED SPRINKLER RISER AND PROVIDE CONTROL VALVE AND WATER FLOW SUPERVISORY SWITCH. SPRINKLERS IN TUNNEL TO BE A MAXIMUM 130 SQUARE FEET SPACING, ORDINARY HAZARD PIPE SCHEDULE 165°F. WHERE NECESSARY, PIPING TO BE INSTALLED USING FLEXIBLE COUPLINGS TO PERMIT RELOCATION OF TUNNEL. 7. IF TUNNELS AT EXITS ARE NOT REMOVED PRIOR TO COLD WEATHER (BELOW 40°F) SPRINKLER SYSTEM MUST BE PROTECTED AGAINST FREEZING, EITHER BY PROVISION OF HEATING SYSTEM OR INSTALLATION OF DRY-P1PE OR ANTI-FREEZE SPRINKLER SYSTEM (IF APPROVED BY LOCAL FIRE DEPARTMENT). 8. ALL EXITS (EXISTING AN() PROPOSED) ARE TO BE AT ALL TIMES MAINTAINED FOR SAFE PASSAGE DURING CONSTRUCTION. 9. WHERE POSSIBLE, RETAIN EXISTING WALLS FOR PARTITIONING PURPOSES. IF EXIST 'NO WALLS DO NOT MEET RATING REQUIREMENTS - INSTALL TYPE i TEMPORARY-PARTITION ADJACENT TO EXISTING WALL. 1', t ,-:r- • i CF.1110119111111919:11111992-1 ft) 1 1 7 4-7 t-- ifr-4 !4•__ 1 I ! i•-•11-7,-\Th4 NVl. Fr ' T ; • ' ; E.:2 i ; ! ' P. E 1H 1.r\ 1 -*? -r- ) ! I 4 c r -1 -:!! r t__ - 7) L.' I 0) ) " - i! .;• 1! 111 () Ir:T , : !I li• l• El 'fa • ism • saitoimiagai r 1 Int 11 IOW EINE3 1 W 9 • 1p I 1 1 SECOND FLOOR PLAN 9 7 PM II FM 109eri V Rep 12329.9 GO- 11 10%4 ISO 1 EV E ! • • P 2 - - . 1 - F:7 -r- El E1 ANL-2\C \\\t _-4-_ A .,___ L_ . ' N1,--' ,':-.; • r- , ; '-.1 ,A. r - F, !' . .5,-...-- E. I".) Lf: ':: C., -•---L_ -N:7,7 l'e-. A E--1,....__..- iiii-%,-;-•:-- tzz._ 113.C,-(4..,,....T i ,. 1*•-■ 11:-. ( 11'2'.. ,.._ t\ •-:...--7:-_•::-,C.--7,..,_ r-s.'n-T,FC.. .1 .__ __ a . r N.-- i•--/ '•+' ,-_*+! -E:,;2- t.=-'-.Tli " ''+' ! ESL : -. b„•,-,, • . . 7-:!'_„., --Z._ , r t-ii----...t._ 1 PEI 1 WM 1121119 W101 ini tital 3 11.192111rea N44 L ...._,. agert ranker, ,■•••••., -_---_ ',- F .1 , , .1.....,-..-qc - I 1 - ----4- 'If•---1,7- •-7 _....---_-zv,-ri.:t.--,,,,---• , - P.; •1 - ;m.11 ..■"71, r'.: " -.-, --4--jr,,- - r 1! l , , ,1 . .-44') :IP- i : !i -- , . 1! !!. . fi .r: ..J1 !! L__ -:-.1.__ Fl • • J. ; 0- h1 LL THIRD FLOOR PLAN 10. ALL TEMPORARY PARTITIONS AND EXIT TUNNELS ARE TO BE FULLY MAINTAINED UNTIL AREA WITHIN PARTITIONS IS COMPLETED AND SAFE PASSAGE TO REQUIRED EXITS CAN BE PROVIDED. REMOVAL OF TEMPORARY PARTITIONS AN[) EMI TUNNELS TO OCCUR OVERNIGHT, DURING NON STORE HOURS, THE EVENING PRIOR TO OPENING DATE OF COMPLETED AREAS. rY.lC . r•••4C., 1 F , S'.1 1 .:,._!___ 7 LI-. 1 i!-- ... c:7--,s‘s,.... --• l... s!.,..: Fr!!..71, .... ...-.L..f::''.. j_ j-....) !)E_:- :.:!, 7,..R.•71.s. (;Q.: (2 •-•_,T,4.-\,. ! 77. 1 1! '-' a a -.." .1 • , ! 0, . .._ ,I .._-, .,11. ...-,- - - 0 - - ! :•:, ...r.,) ■ - - E:1 . • 1. . . (.]. 1 1 sisa a dias a alai a cati ass 9 LEGEND RIG 2911 2 ID= 14; Ci,k) -to 7,1C.) 1-1C C,,.! F 1 F•••?.•-'' (7, - - - 42 NEW TEMPORARY PARTITION EXISTING TEMPORARY PARTITION (ERECTED IN A PREVIOUS PHASE) TUNNEL brass plum EXISTING OR TEMPORARY DEPARTMENT MENS SHOES NEW DEPARTMENT HIGHLIGHTED WALLS AND ROOM NAMES ARE TO BE COMPLETED AT OPENING DATE SHOWN AT ADJACENT DEPARTMENT ! AL-L. 7-1 .---- r•-c. L.! ) t'• 7aor ir171 , j [I". 1-4" - =!''CLosit 40 GENERAL NOTES I. INSTALL NEW EXTERIOR BRICK AND CAST STONE VENEER. 2. DEMO EXISTING ROOF PENETRATIONS. 3. INSTALL NEW MECHANICAL CURBS AT ROOF. 4. INSTALL NEW ROOFING AND FLASHING. 5. ALL EXITS (EXISTING AND PROPOSED) ARE TO BE AT ALL TIMES MAINTAINED FOR SAFE PASSAGE DURING CONSTRUCTION, 6. REMOVE EXISTING SPRINKLERS AND PIPING IN DEMO AREA ONLY. REMAINDER OF STORE SPRINKLER SYSTEM TO REMAIN IN FULL SERVICE DURING STORE OPERATIONS. PLAN ALL WORK ACCORDINGLY AND WITHOUT FAIL. REINSTALL SPRINKLER PROTECTION (FOLLOWING COMPLETION OF AREA CONSTRUCTION) IN ACCORDANCE WITH BUILDING SPECIFICATIONS. 7> PORTABLE MULTI-PURPOSE FIRE EXTINGUISHERS TO BE PROVIDED IN: A. DEMOLITION WORK AREAS. B. EXITING TUNNELS (BASED ON 75 FT. TRAVEL DISTANCE RULE). C. NEW ADDITION WORK AREAS. MINIMUM UNIT SIZE UL RATED 2A, 10BC DRY CHEMICAL. 8. EXISTING EXIT SIGNAGE AND EXIT LIGHTING TO BE REARRANGED DURING RELOCTION OF EXITS. EXIT SIGNAGE AND EXIT LIGHTING TO BE PROVIDED IN ALL TEMPORARY EXIT TUNNELS. - N4(7-1 lc rr-= • •. • 9. PROVIDE TEMPORARY SPRINKLER PROTECTION IN TUNNEL AREAS. CONNECT SUPPLY AT NEAREST SUITABLY SUPPLIED SPRINKLER RISER AND PROVIDE CONTROL VALVE AND WATER FLOW SUPERVISORY SWITCH. SPRINKLERS IN TUNNEL TO BE A MAXIMUM 130 SQUARE FEET SPACNG, ORDINARY HAZARD PIPE SCHEDULE 165°F. WHERE NECESSARY, PIPING TO BE INSTALLED USING FLEXIBLE COUPLINGS TO PERMIT RELOCATION OF TUNNEL. 10. IF TUNNELS AT EXITS ARE 'IOT REMOVED PRIOR TO COLD WEATHER (BELOW 400F1 SPRINKLER SYSTEM MUST BE PROTECTED AGAINST FREEZING, EITHER BY PROVISION OF HEATING SYSTEM OR INSTALLATION OF DRY PIPE OR ANTI-FREEZE SPRINKLER SYSTEM (IF APPROVED BY LOCAL FIRE DEPARTMENT). II. WHERE POSSIBLE, RETAIN EXISTING WALLS FOR PARTITIONING PURPOSES. IF EXISTING WALLS DO NOT MEET RATING REQUIREMENTS - INSTALL TYPE I TEMPORARY -PARTITION ADJACENT T,0 EXISTING WALL. 2. ALL TEMPORARY PARTITIONS AND EXIT TUNNELS ARE TO BE FULLY MAINTAINED UNTIL AREA WITHIN PARTITIONS IS COMPLETED AND SAFE PASSAGE TO REQUIRED EXITS CAN BE PROVIDED. REMOVAL OF TEMPORARY PARTITIONS AND EXIT TUNNELS TO OCCUR OVERNIGHT, DURING NON STORE HOURS, THE EVENING PRIOR TO OPENING DATE OF COMPLETEP AREAS. 0 ,;!! 6 7 8 9 •() 1 ,NOTE If the microfilmed document is less clear than this +.• IN!!! T E.= 7:- L.-. _., 7;.; 7 . ) . • [27 OM 9 IN{ ! -r r•-.4 1-1C"1- ) irr 1 t 3212 1 :NNW; 114-"------ 113111111 re I. -E. v•.:46,;J__ L1 F4- t:4) L_ L_ ) s) ) • -t) - 1=1 "rt - TVr1 C ‘,‘.1 3D C C.71'4 c I rL\•,-; L -t • ) a titat mat ; gm. a meg ' Ol, THIRD FLOOR PLAN . ` 4ZP 1.4 11 -4,-. 12 LEGEND salassavagoz , . i cj7.. vE,-. E N, i .:SY,- I t---1Ci "...1...11-."*s.i F.Z. =3:-.. 7 ,Y., i IR, NEW TEMPORARY PARTITION 919 NNNNN 91111 EXISTING TEMPORARY PARTMON (ERECTD IN A PREVIOUS PHASE) TUNNEL EXISTING OR TEMPORARY DEPARTMENT 7'4= ft.FZ, The Caiiison Partnership Architecture Programming Nanning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623-4646 The Callison ParMership Ltd., A Corporation 92 CONSULTANTS RIMBRECRIMMEMMEWIREN 111 REVISIONS R2REIMIRERWIRSER95119EISOMME No. Date Item MON,/ E.F_ s-E c•---7-,•%.I .#2. E-Y , r-.4 t--4r-rs. L._ L. 1ta-1, T FRE. ) 71-4Li ) C 44-2. CC4-417"L.E.71C,1,.; • 1- • 9.---/"C.LE E •••-. 7 7; 1)) Piz R_ .!":\ brass MIMI HENS SHOES NEW DEPARTMENT HIGHLIGHTED WALLS AND ROOM NAMES ARE TO BE COMPLETED-- AT OPENING DATE SHOWN AT ADJACENT DEPARTPAENT NOTE: DRAWINGS SHOW GENERAL CONCEPT OF PHASING BASED ON PRELIMINARY INFORMATION APPPnlf...,•1-) jut_ 1987 PROVIDED BY BAYLEY CONSTRUCTON. FOR ALL REQUIRED INFORMATION OF OVERALL CONSTRUCTION REFER TO OTHER DRAWINGS AND SPECFICATONS.ACTUAL PHASING INCLUDING START DATES TO BE DETERMINED BY BAYLEY CONSTRUCTION. ' COPYRIGHT 198 THE :ALLION PARTNERSHIP ▪ APPROVALS blESIMMIMIEEffelitfimmil CREIGHTON/MITCHELL Project Architect - D awn MIYASATO Checked Approved . . Registravort et SHEET TITLE ENEWSOMMINimagings PHASING PLANS ARCHITECTURAL PHASE 1 86205 MAY 41987 Project No, Date WISHEET NO. WIP"Bilitelleinsaffigl PH A1.1 NEWIRINSIMERMINISMONSIVISSIMMIEMBONIS INSTALL NEW FDN. WALL 5ff-rwEEN FOR PERIMETER CMU H $ M ON 5, BETWEEN 545.7 ON M. DEMOLISH FLOORS AND FOU R NEW SHEAR. WALLS TO UNDERS PE OF SECOND FLoor j L INSTALL NEW CMU UP TO THIRD FLOOR 4941. 1 „,* --INSTALL NEVI FOUNDATI0N5 FOR WE5T ENT Ksr COLUMNS ----A r 1 DEMOLISH FLOORS AND POUR NEW ENTRY COLUMN FOOTIN4 1 1- 9 1 1 I ,.(---1-P.EMOVE: CM .A/AL4. ! ENTRT Aw.c,H!CNI6H-r w - -0 • - /--1NSTALL NEW FOUNPATIONS FOR BUILDING EXPAN510NI BETWEEN 6RIPS A8E,5415 -4) o IRK ONLY) - FIRST FLOOR PLAN. MAY 15 THRL) JUNE 30 1987 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 1 1 i • 1_ 1 I ea W ) rt. 11 .; 1 1 LOAN(. 1 POCK comne-rep MAT 15, 1'987 (N.1.6 ) r-REMOVE CONCRETE STA1R_WELt. PEMOLISH EXf5TING FL OK ANE BUILD E.:1CM ATOR PITS 7.1 - 9 DEMOL1 FLOOR_ A FOOTINI6 H EXIST111sIG cL:11A0L4.9_1:07:1_ J 1 0 012 1 a f '14 1 i REMOVE CM C,61NIC,R.EtE WAILL 5E.T■AIE N GRIP 5 8 N 5 UR NEW SLAB ON GR TE: ALL bANIDON I LITIES RENCHE ALL BE ILLED PIO TO :AOUf 0 rea um 4ww ow ows ilvw 3 we I. + 1 ow _ a0a e 8 g ram Ras -1114"1--- ! 4 , 4-01Bte-410.4 a I 020 POUR_ NEW FOOT1Ni.4 FOR 1 CM 51-1/FT Elf FIRST FLOOR PLAN 1 al •41444. 11968 0 02 11 Wr4 I WW1 21i3.- KEMOVE (MU/CONCRETE WALL ALONG 411'.12 E- BeTWEEN GRIDS 12 8 13 (ON GRID E.) REMOVE cazKe-re 5TAIRwELL JULY 1 31 1987 PHASE 1 mrvrp.: DATES PROVIDED SY BAYLEY_ CONSTRUCTION INSTALL NEWCMU WALL: L.1F TO THIRD FLOOR - f-INSTALL. NEW STUCTURAL STEEL 1 TENSION CHORPS 62 ijNPERS12 C: OF: 1 EXI5T F-1...00R (NIC.IHT WORK ONLY) 9 I I i -.-.J _I. 7-1,' -11-1--177L11-77 ----- ---1 ' -_ --11-1-6,;------ Li:L.: ---- , „r-7-1--1 7, 1,c_.1-- -471 1 . j 1 1 --r- - -L'z--------t- 1 I t_ ._1 T__ • • rue i inta4-amt I ow 1 - r-1 N.'- II 1 -1 1-- .-1-.. H1 [ 1 ,h. ,L17-----4:-.14 -- -- • ., •! 1 , [ 1 •Ili __ LI_ , 1 ri- ,..,_, il----13-tr," 0 eRec-7 New c.OLUMNS $ BEAMS 6.) WEST ENTRY (OuTSIVE OF EXIST •1,26) • a Q (go C t - 1--q•• -r` %■•■••■■•., 7111.7 t • . . - - 1' - SECOND FLOOR PLAN REMOVE CoNCRETE- STAIR_WELL C-ReCT p4 GN.15TRUCTURAL. - STEEL FOR wesr c•KaRy r`, I•4 N-1 f-t 'REMO E Cmt) \ v ALL bETW EN 4R195 5 612 TT LrT-r F, 119000114K1.44.111-11111110111401Fly P7.7:1 (0) i----EREC7 NE N 5T1ZOCTUR.AL STEEL r3ETWEEN GRIDS AdE)5C3 r-* ;A) L. ri REMOVE EXISTING FL FR-ANING, INSTAL NEW {.0 GALOTOR. FeV5M110 a- zz /111/11/11112/ LIM 405 4122111111111 J- IM 1 MIMI 0111 1 .001 a awe el cm s , . i REMOVE cmu/coNcRETe BETWEEN 6RID5 5 6 ! - \O POLIR NEW 5LA1`..' ON PECK, I re- War32 Mt SOO 1 U. 9 ; • - •E1- • • • • - __ • two ow 1 et.,1 1 sow sisia cass 1 14=14 mai sews ow s..1 osta w irOi ow ssE SECOND FLOOR PLAN 8UILD NEW CMU SHAFT 11 44 4-0 .1.11■--AMM,■•■•=411111P0( NSTALL. NEW 5T1.7- TEEL. REINFORIN• UN0ER5IPE OF EXIST. FLOOF: • .. lit r i 1flT :t • , - I 11 • ,.I . . • [R ecrrN77rg1..cTu AL I Npeip(F61,FLOOR R (N4HT WORK (11Y 1'EeL. • J 4 Ci3 ta ERECT N.5.W 5 TRA.IC, Tt.-AL STEEL 5E1VEENos / w A4E,513 I 4 1-4 14 1-4 F4 14- 44 hi . H ji IV' 0 V C M \C ALL 577TWEEN C.IRO.r 8d 12 1-4 H- 14 - • • THIRD FLOOR PLAN 413mmommananarm REMOVE. C.ONCKETE. STA!RWELL 1-4 FH 0:111 WWI 2 1 212 WI: • -CO MN I L, NEW MIN rouR ONI , -7- . .5i i r-v- - 1, I ' ! 1 ii=_ !!![ .-4 0 ---rr- • !_..• INSTALL NEW STRUCTURAI- 5TeL (FOR HVAC SUPOT) 44, fi®oU0Nr.A.E.,R8S01vDEE OF EXIST. \----WR.FAINALLOVE. 5ETC'vMsiEUE/N/C6ORNipEtElzT4E13 (.0k) (.1RID.E.) I 'ktirgi6,4111:1VS.i.e.k.1011414441-A4a&'444,644Y1::0VAibto.ef:■44,,,t-'44&:ita.;i56:L: 4 4.th, . '1111111111i1111111 ': 1 HII!!! ; 1 ! 11 111 1 11 1 1 1 1! 1 1 i l iw1 1111 111 111!11 1 11111 1 11 1, 11111111111 1 111111! ! ! 1 1 11 1; 1ThW1 1 11 1 1wW1HIHIll!' 1., 2 5 7 8 (.1 1() - - - f5UILD NEW - GK.] SHAFT THIRD FLOOR PLAN \ coNcKETe STAIRweLL KEMOVE CNAU/ CONCRETE WALL 6TWEEN (.1175 124 13 Co N GRD 's) INSTALL NEW STUCTUAL. INQICATES NEW sTRLICTUR AL STEEL bRfACINC1 INSTALLE0 9 UNDERSIPE OF EXST. 'ROOF Aov. •CiY • LIPPPnt!c: 101- := 4190 • NOTE: DRAWINGS SHOW' GENERAL CONCEPT OF PHASING BASED ON PRELIMINARY iNFOOMATION; PROVIDED BY BAYLEY CONSTRUCTION. FOR ALL REQUIRED INFORMATION OF OVERALL • e• CONSTRUCTION REFER TO OTHER DRAWINGS AND SPECFICATIOS.ACTUAL PHASING NCLUI)INt*START DATES TO BE DETERMINED BYi.BAYLEY CONSTRUCTON'. 14:OMPFUNISCitAktitOleMMV011iVIP • 2f\ The Cailison Partnership Architecture Programming Planning interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623-4646 The Ca!lison Partnership Ltd., A Corpnration CONSULTANTS KIIRVINIMEAREMERMOINN Coffman VFT Engineers 720 Olive Way, Suite SOO Seattl, Washinton. 98101-1066 (200) 823-0717 REVISIONS 9011MONEWZMINIRMISMSNIEI No. Date Item 11 APPROVALS 131:1011021=oll Project Architect ETHERINGTON Drawn Checked Approved Registration 1111 SHEET TfILE IILISX612511/Minfigafigentagnal PHASING PLANS STRUCTURAL 86206 MAY 4, 1987 Project No. gi SHEET NO, 111116111MENNIIIMMXtmenni PHS 1.1 11111111111111WEINS1111111ANSIMEssang);WillEfin REMOVE PR �5U�CE *TAT: CHECk, Re-14 RU-?... ONOPER OPMATIOF,1. REI?OUTT DISPLAY WW1-3)W EXHAU5-1- rJUGT5 AS NE_C:ESSARV. 9 4 _ AZQA�1C.__Ex)T a pl?CT- WORK c -O EAST i OF CO l. ciTaUC= riOM AREA1 i i i 1 - -� -IM5 -r '•I _l T1 MP`OF4A1ZY VENTILATION IN?rUN►.lEt_ 1 1 REMOVE Ol62 -AY INII.Ir '. EXHAUS-r r. ccr 13E'hNE>r N e GRIr�S "7" fi "i i ". CAP -6FF EXIST�C�. 2071 Co' DUCT AKIO W IMSTALL_ 14.43 i I c; VC)L-1JMG IOAMI.R Pt-3R TEM RAR _ 6ALAPJCE . Er,ICI_G FIRS' FLOOR PLAN►. 'r - -- COMPLETE LOAOIP.IGI_ f')OCK MAy 15,198.1(,11.t•c.) MAY 15 ' THRU JUNE 30 1987 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 1 • 40 \ IIIR 1 ME 1 DEMO, Ek15T1MC -� MIEC.HAI.IICAL WORK AS ►JECESSARY, ij 4 gqMEMO e7A1EMI 1-- --O - �aw gibers. 43 t 1M5TALL HEATIK1 11hJIT IFJ STAIR NO, Z. FIRST FLOOR PLAN 2J JUDY 1 THRUJOCTOBER 31 1987 ..MOTE: DATES PROVIDED BY.BAYLEY.CONSTRUCT1ON • PHASE 1 -- l'JSTALL HEATIKICC UhJIT IM STAIR 1.10. S. 0 r 111-1.4 1 r, C: G r. RE lova Exi5TCCI F-IVA DUCT WORK AFJD CAS- OF=1` pUT'SI o E CON4TRLJC I OA 1 Hp_EA. •I� 1 11[1 j =": it V h YIII @ @@ 1 SECOND FLOOR PLAN GENERAL N71ES: 1. All existing retail spaces open to the public during remodel .shall be ventilated per code. 2. Temporary exit tunnels to be ventilated per code. or 3. Duct penetrations or other openings in temporary fire rated partitions shall be protected by fire dampers. i x C? (R) ._..-- ._._..ate._ of r �J'�i �-- lJ - - - -- --- - -Q - -- - - $i:/4R0itiMIISe31141e40et /ai RELCSCAT,O (I) S �ROe,n COL .r- -g -ro -9- Ci1L't- C =� 1 L _. _; REROu-m MAIl.1 EAST/ C r J wE :;- DUCT AS P�1CC�4 $S/ Fly. rT 1 ttt re) r1 SE.111010113 eJetl R it 1 e 111$1 MI5 Oa MB EMI 11A 1 NM 1 ®I >Lt 0 - iL DEMO. E•.'(r rINICp OUCT WORK AA10 CRP •01= F OR. RE2O0TE OUTSIDE CC)!JSTNRUCTIOIJ ARMA, 1111@71®1 1 zrz 1 Ia 1 Ins 1 cos 1 ma 1 me 14c71 e� issa- Ws 1 NO 1 Aar 7 e1Pl, neat lism l es t 7 1 EE 1• SECOND FLOOR PLAN GENERAL tO TES : r1 -i4 1. All existing retail spaces open to the public during remodel shall be ventilated per code. 2. Temporary exit tunnels to be ventilated per code. 3. Duct penetrations or other openings in temporary fire rated partitions shall be protected by fire dampers. 11- 41ITI,f; r ti - CHECK EJ:IS1-Ir-JG ft/AC. SYSTEM IN CCNSTRUcTIOM 1 ARC! AP.IO CWMO• nR 1 MOOIFY AS REC�UiR�D,t Rl j r ^r _I - THIRD FLOOR PLAN 2E ►�+ EVE EX15TIKI DUCT WOK A)-11-0 ^_ - °.P• 0r.)TSIOE COI.LSTPUC:TIOM AREA. .;:iuc .:. d„ �v':=.° �f� >..Yi <:iYl'.�3tee'.I's:.hy,5• Set= iK44.�`�'Tt�'�E'?w>xts"�j' ^`'.. .:. 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FJO LAi"ER TI-W.i AUGUST 1,19$' z.IAISTALL I.l5W POOF• rOP MECHAI.JK:/ E.QUIPMEINT: 1.10 LATE-2 'rHAP.J fiU UTT I5 Mai. 0 NOTE: DRAWINGS SHOW GENERAL CONCEPT OF PHASING BASED ON PRELIMINARY INFORMATION PROVIDED BY BAYLEY CONSTRUCTION.: FOR ALL REQUIRED INFORMATION OF OVERALL CONSTRUCTION REFER TO OTHER DRAWINGS AND SPECIFICATIO{ S.ACTUAL PHASING' INCLU INO'START DATES TO BE DETERMINED BYI BAYLEY CONSTRUCTION. ` acasa+oolaaeamer. P The CaUUison Partnership Architecture Programming Panning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -1646 The Caliison Partnership Ltd., A Corporation RI CONSULTANTS PSF INDUSTRIES, INC. P.O. 130X 3747 SEATTLE. WA. 98124 (208) a22-1262 RCVISIONS No. Date Item IN APPROVALS CREIGHTON 1 MITCHELL Project Architect K. TAYLOR Drawn J. RAMSTEAD Checked Approved Registration o SIJEET TITLE PHASING PLAN - MECHANICAL 86205 Project No. MAY 4, 1987 Date N SHEET NO. WEINNNNNEFENIKESMNWINN PHM1i REV 5E- EI _• C - R D FOR IJE-A Oft,, ,J 11JC9 LOCATION A PROVIDE lF.t1F% t=_i -E G-I'i iC. L- A.S ft-P.-,V1 0 0.00, n, j1 ; VIA � t_e 4 L_ As ' P-2;2 421--AS ca a KosPr-- • eA $2 'cam 2 -J S vJ - G PI+ 1�5 AIJ p S4 2 vVL.L i-�- Pte'. - I ; -y-• .J '. e 1 -r� - :W . L�J; a� 1 ern e FIRST FLOOR PLAN. •8 It -f� - 1L/LE. p-e/rL � 1T' rcjt J s,J rrir_ c, ►- 11'._.1<.TE 'IE,-NI --OP D ' L MAY 15 THRU JUNE 30 1987 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 1 • r (t) g° 1 ,1 ' • cr 0 C 4t. • r7 • 3r, - 1 Ii r t, ;t .. SECOND FLOOR PLAN ■ f" (2E:4? T7 - oFXIT. H' u ^trr - -iF' F Li.: ' - ruIJLJEL irk -; r i r,a i I ' fir I ■ -$, — _ RE.'f'SEI E1-E TR AL. Aa I .Q ��.. - R 'c i ',, iii---- .i�?•�t.-: t „_,I. J! /, Jr 1-19,— - -- --f- -3 fe-tuiSE 6.LE-cTRIr_AL A6 EOTD fD i N ST Arl ©hl F F Vi :i=.L. e) R =fir G, A —7 -6 - Tom, I aF�:W :L.r► t (.�� *��w '4 I ft 4 01 *II .144 i kl i Cie it.Z.t I I, : I-fo K 6.S kr-&'D IN PAR-f TIo$J iaF ; 3 R. vl6E. REQ`t) Nocc PE fr1 Iu-rIc J vc !'41.14iratiredile i =�z '._ ' " Win° tv412141:40"0,40,41. ` • tar r,MI Kwvls- 5L-E6. AS (ZEQIP FvK 130,40,LIT IN PAKT!TIOKt D AKEAl ,A5 6Nc`)WN -- C.OMPi.- T ELeG, WGK. K IN PART) Ti AR.E& SHc WN F6R NEv/ :PAG FIRST FLOOR PLAN Fr -0%11 G4✓ IralPoRPKY F.tTFL►cAL nh L: { R i IIS� Es<. -GTRcf i.. ! 't7 Fa, GWic c7F ���l• �T�Ifa► 1 r__F. g . -,� -- -- 1 List .._,,, i ..M. - .. .. 1 1_ .1, . �,� , : ..-1'1, l« r - l GOt -1 r. n :. �- F :•l1C.! - E.vlse. at_ TKtd,&.1.AS_ Ec?b FOR DE1,4OL11 "SON OF WAL; - - p,E\ /15E. F t E"r -R.0 AL t -EGA D , FOR PEI-10 Lc; 17'-J QF= E� -I�"1. 5T'aIrC JULY 1 THRUOCTOBER 31 1987 NOTE: DATES PROVIDED *3Y BAYLEY CONSTRUCTION PHASE 1 _.X l -r �D) rj 1~rr.yrr7 I ° ©Z. L1�;-'—I1�.t�1�ICIi O� VIL)E. TEMF' %L_trCfKIGA.L A52 RE-C. _ Fz Exlr •oARIQOR - 0 i_ 1 11-1 . rte ) ..� ,.� Q ,n . _ vJ 1c 2E.:0 F v.. - { = L F,D R � ' L5 . 1✓L.E� rI I L A � f� EQ 1D - - -t F O R I N STA,LLAT IoN GF N i!4•,/ ESC ,A t_,s.TOF: L �'fiTO R. ff L.� EXF-G.LJT E F. /./.024. AS '.>=,Q'D... lid -x - - - -- : - i I Cy • -,I -. _ Or- I- -1fl i� • SECOND FLOOR PLAN WWII li; i a_vict cF- Exist'f/�VFt. !e, vv ft 43 ra• r• �a• -f2 vl,-✓e- 2 L- 4� Fz- E 1' P !IJ MTh Lr-L-ATIV, .1 - t rq. E • - @, t} �G v{ �� -, ._- t'>�►�ra►_� AS R CP'ID F'/>i PEL:HOL- ITIe>;1 OF WAL -L- Gf�J tr j EXE Gt -r L E 'A)2Z : AS Ac2.F - X57 COMP 1. 1—.E EL GTrIC.AL- wORK AS RE ' 7 FctR NEW Te.p(AOE THIRD FLOOR PLAN cry Kl vl Cf iZiCAL — r , R=a' p Cet-le OF °�x (' TtW- - f3 E.!_ -f? Ic:.al-._ I-JORK LD. E)R I-.IEJ STAID 2. g. vlr✓E i<L crRI GAL- woze_ AS RE42'R fif%R M L1 TIOl'.1 IN PA TIOl4GJ,7 A - PF�CNI Da✓i T�MF E1..ezr ztCA .. RE( -r'' 0 V C4:714 R4 Gl a• gli•VI�i. �L G ✓TIZiCAL, K '0 CZ. INTAL.LATIC-)K1 OP t..1r.,.v4 °,;TR.IJ:�TIJF:AL NPOH T NI Q R. K. os; L'( 10 v "2'L• (Z'� till u1 44 �i+'�'u/'y,�'4<r, H 'H' iiIIIlIiill ! 1Illililillli; 'Wil 1 H 1 III; H it Ii111i11111i1111111 H : ililillH1111i1111iH1 1111i;H;1111lit H I iI H N I HIill,W I I I,'I Iilil!IIH'i 6 7 8 9 10, 11 12 I; I, I TRICA. _ Rte'I7 F2(z. - CD �! - IdL.li1��1.1 of lti1 1... G• t4;,'1) IIJ51-ALLATION 6W f .LAT)R. ELEVATOR 4 iE. fTc .R`r h - t #� `i -„ 5. x E : J L. E--- i ?` t,Or?K PS FSt =Q'C� IN E.L.r Vq rL?K 9 • u> 4744, `ice ,;.16. Li F. !w%_ pI�p_r: rrG�+'1 F , V P - . ' X I T ,C0faie-IPvik vlc_.- 14.. AE i2,Q IN • 40 er- THIRD FLOOR PLAN e-1 -. A' R Q'P F R �7"E:4∎1DLI ION OF WALL- crJl'1�i_F� "FE. E1_E c -.;ORK ;OK t..ir.tJ STAIR $3. �.vlraEEA. F.A i `P Fe* Iti! = �Ef>•.LLATibN 6H NEB! STRUCi-U L /NW i N1P PA■11.7 !?;1C7Nc:). t-j;,, () ji,v .,; 1i A c) ti P (I'i 1:: J) l JUL 2 4 i!ai::r NOTE: DRAWINGS SHOW GENERAL CONCEPT OF PHASING BASED ON PRELIMINARY INFORMATION PROVIDED BY BAYLEY CONSTRUCTION.` FOR ALL REQUIRED INFORMATION OF OVERALL CONSTRUCTION REFER TO OTHER DRAWINGS AND SPECIFICATIONS.ACTUAL PHASING INCLUDING START DATES TO BE DETERMINED BY BAYLEY CONSTRUCTION. COMMIT. $% -114 CALUSON PARTHiIS P The Calhhson Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partr'rship Ltd., A Corporation SI CONSULTANTS HARGIS ENGINEERS MECHANICAL 1 ELECTRICAL CONSULTANTS SEATTLE.. WASHINGTON 206.682.6452 i REVISIONS No. Date 'tern li APPROVALS ISINIMEMIERMMIRIMISIRM CREIGHTON /MITCHEL L Project Architect R.D.OLSON Drawn , G.W.HARFST Checked Approved Registration Si SHEET TITLE PHASING PLANS ELECTRICAL Project No. Date iR SHUT NO. IHMESORMIESIIIIMMISEN PHE 1.1 ISERREVIENIMMESISIXIIVIRMIIIIMMearemsel g-socve. FI.Ut'i�iNCa- NL-' 1Ji�+t -L or J INf3 LOCATIDN A rrosAce -rte r FLUNK 11C A P 'D POP) F,A iT TUI.JNEt.. t E;<Ecu1E F'LUMFAI,Jc-I WORK. A5 REQ'D 1 N PIgRTI tiO!JED FtFZE� , RE.)716E. LUN iL1 J }sib REL 'D FOR DC..1/!OLI'i IOM. OF 'r1RU_ nN Fcrnl 1 c4 P. hI,L • • • , i FOF‹ 4 NR 1 FIRST FLOOR PLAN. 1Z.e.:VIsM fL'Q- (I STP,ffrioN NEN '�.�"UIL 1 MR i?ANrlT 5 PLUMr iLIG'1 As Gam'! =� ;°O►'� E:>1,17 rur.weA. 79 —41 d* •I .�,/ I�l��t t� -j�Ms'�r1Ar2�P'`LUl-4Q!I.JIa r TUN 1�F . L).ZK 1'i•( I' �. c--101 c hI I. ) MAY 15 THRU JUNE 30 1987 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 1 i Gta11FLels ('''i1JNIP�t4G g 'D New PROVICs TEMP, PL(,14$I1.14 A9 iZ5.4't) FOK Err TUN1�!L Lam. '1 vtat✓ f�.tJt'Ir !�1ca A �- ' cc't'� t 1-1� • d� \ !✓x► -sTAi IIim all •11 Is 1 r, s. - -_ RE.V i •...a r !- it lG� - R: L 'D FOl = I-10Lt-r 01.4 gevlsi✓Tr LL4mPI 6 AG rL) r.OK IN61ALL..,ATIDN OF NEB/ 5-SCALA-T L, - L OR -; 4 ( STo R Y I;C:I J ' cI_t IM t La FO, QE1-1 aviSE b Fb C tou1Tk N rA ,T1T1oNer.D AK ' c4ivi p L.ere PI tit-450.16 \D. t. 1K.) UNE17 .Nbv✓H roL2 iJS;vJ 1'PAC — FIRST FLOOR PLAN �r n or 0 FLL'M11.1e :66 Fear, I NOrN.;.P.11O J q= srI UcTll LsA L. 51eeL. reMP. PAP-T1 la U i r&1 _Ts), -[i - r r, I ' n. [EL -rr' I AA- aro _se ookm *'G win �rw w EVAN N: "_ w Na C IN L'1 rep P12ovivE. -rE r PLUM'INGi A� gEC410 F12 E T CorcrR.IPOg SECOND FLOOR PLAN pwO of Exr.,i TAilz. l61 g. F S FLUMPl.,6, IUD Fria ix,MOU TIGr •J1 of kI 2 T14 14N1,1, O —ID I,INI , SS -i IZ F. ;NI O P` Iti FsQ' rJ . POP`, !I t I •1Rlk {p -13 /6> .lj +ate . _ -+ .. IAA J�� i x'41 l� ,sue: u...7 - rKov0E_ '¶Ei -11' PLtiVi�I'.1C� RE 'D FOR E1(!-1" C -1M TE F1 I 1 D I.iC: WOP R: 'p- 1=012 621-rcl is *5 -- Iv11Jr'tf�l _ F�E,dD FOR. CNIOUTIGIJ OP V4 -N,L 0 p. E 11.0 _JO t 5.xEGuT ,Ftwi-le 11,1_1 1 , i' jF1,6 RE. 'L) It_1 qpR,R-i i T621-Jt=L) irivri 1, O •EVI`2l= 1 1.1.11,4 2J'JG A5 �" ' 'C) -- -- F7KvlDF 'rEvir P! l.ivio� 1G� iv' DEMDLI`i" ow a WALL q6 RF_.(::2'D FOR SCI -( `-- 1Z5\J1 FI,LY''; 11JO AS 1 'E- U u kJ J E-L, Ft,g. Gr✓MOLITIcaJ c <i T' PTAs JULY 1 THRUOCTOBER31 1387 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 1 {D F MHO U' SECOND FLOOR PLAN I! 1111I1111J111111111 1111 111111111111111111111111111 I 2 4 5 (t;MPL'ft Ft..UHr;inic' 1�1��•JC. R.eze O frog. kJ Gstkl °J °At t 3 . Z. /I E. p1.LJM�a►rJG a� 12.1:4Z'D, F-OR, L. 11111 11111 1411 11111111111 11111111111111!11111111111w lj 111111111111 11111mi;11iir111111 11!1!1 6 7 $ 9 1 n 11 „<f " " u<t„ 12 6f 44' -40 Wo P 1. As R•FA,i .Fi:).R NEw Tt;RIZA E 1( l Fe. \/tre, F /M h4G1 1 �G FMK: iN r°4.14 NTIQ-. Ns 4 J err'- �✓TE L ' -- ,r --rr— — LEJ 11 K . I 4"D _ vI c PFD; P-E'P F . C MOtATic�tJ CF r1GF-T14 WV, r(v► X10 -y +Nib' {g- �� • THIRD FLOOR PLAN r-viz DEMDOP — Ft,i.)r iDr , ' D PoR. e...-- 7 '2 iQ 1ZV 15 E I °LU M t d 1.461 'QJIZK FDA DEMc LITTON N PA121-I110►,.4ev AReA -.5 FLOM�l> (6, ' D) IS PLLJM131k1C, WORK AfP : 'v FtsQ INETAL.LLA11CH, OF NI -SW SG LATC)R L- v rn r: • ' ct_e z sTUzY EX F r8 `ti \ — '3) R.Wihf% PL,I!r1 P >i �!Ca 1N (or4\1_• TtOJ Or Nau.i hllCai•ir IJOi 0%41.1" 1 1 t I :— r.kFG -UT7: 1'U •i-1r�i�.V,:1 i •J :1!r•. A`J” 17■Ek...) F'.R till .J E5��11 t-rok, THIRD FLOOR PLAN f i I .1 f e) /15f✓ PLUMBING, wbRlK. AS REQ'D rA2 DeMo Gr 5 ,KIST: aTi IIZ R .VIE P1-1 { 16ING /45 KEQ'i F67 PEN7OL -IT ION DF rvA,LL.- f�Ur'1r ti- A� r2 'a . ex ircoot21 C? i2 GGM ft :T RIJN' DING O9jC, - R. ' O. trA! 1F 3. I2Ev15E t'LUM511,46 F Q'P Fes. t is 5T ALL AT1 -N 'F N �ri A.ID Te41 P. pAg.ri.r1a1JLb. CITY OF TiiltOit.A !ti t) P;- Jul_ 2 •+ .1 NOTE: DRAWINGS SHOW GENERAL CONCEPT OF PHASING BASED ON PRELIMINARY INFORMATION PROVIDED BY BAYLEY CONSTRUCTION FOR ALT... REQUIRED INFORMATION OF OVERALL CONSTRUCTION REFER TO OTHER DRAWINGS AND SPECIFICATIONS,ACTUAL PHASING INCLUDING START DATES TO BE DETERMINED BY BAYLEY CONSTRUCTION. *C.COVRATARWSWINUMISCORIAN48AMP '7 Pit The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Cellison Partnership Ltd., A Corporation N CONSULTANTS IIIIMENSISIMSENINSMOIBIl HARGIS ENGINEERS MECHANICAL 1 ELECTRICAL CONSULTANTS SEATTLE,WASHINCTON 206.682.6452 REVISIONS iSNENNEffiNtage No. Date Item M APPROVALS IMINECVMMThlig CREIGHTON /MITCHELL Project Architect B.PRESTON Drawn A.HARGIS Checked Approved Registration IN SHEET TITLE PHASING PLANS J -- PLUMBING 862_0_5 MAY 41987 Project No. Date IN SHEET NO. INIENIMMINIENafflogiailffil PHP 1 A 1rtP.I NTAI N 0>:IT Vv I'rH •TUNNet- M1-IGLO5UF�� MEE. NO're �}) T1- -FIeIEU f PtIe ..racosr•r e :x1.5-rl 1:3EpARsT"ul :t --41- 1.1h�T74 'r EMtP0P-A,F;t( FrAraLTI �I •*, 'SHOWN ANO C..Ohttr''6.•ET'E `:i4atx"*.Gtia (5tiala N 5)). • N.IAj h1TAI :-. E'er 1 T PROM rL.("oft AS S►faV`1r•t I I R9„r Y T r K) Y X k 5'if��i9f�'8M177f11 x t -FIRST FLOOR PLAN 1.-10T E. . SEE . 3 POet F7L 2_"T'iTION D trTti%I LS NOVEMBER 1 THRU DECEMBER 26, 1987 PHASE 1 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION • Ma.ItWTi►.Ih -4 SIT PROM F+rlri.pyr PLrDOI A *MOWN t,1 ,-.ic, ANT' COMPLEX -7M POL.LOW1NC9 'v ,-r eNTt~L--( /E/IT OPe4-1 1)--d *-T" DECEMI5 E ilk Z7, I'DEai7 14-,a -T" I. I-1- •' TC 1 T Caf'El�i 4 0 .1 r aiuSilNfeii KI11tiYt1! 1 oustoM r ervtos 1 ± lit 1II1)IlI 111111 111111M l(ri$Ittfti�if t~r t i64tii'ir �5i{,Ii'ii riiivi isi ssvyy gallery -,4-- ---- !Point 11 agtive IIportswsar 1�-_ 1➢ "I' I. 1 - - - -- '- - - gift° :-- 11+1 Ilown equoro cft r a • • `111sa11/m1 tI111gi1 dt , a.; I 9.7 J' - J jpetltes 111 re -__ o � fir. 1 a lingerie J f ,rchi IU111u1L LS -coo TItti1r111 IV • Ii1i111t1 I�tKluialsI..+ixtiiass pawls IlifYs llYiiB lltliliv. 1p1YYlri irlfitr fill 111111111P III111P wh .1 . -a� SECOND FLOOR PLAN GENERAL NOTES I. ALL EXITS (EXISTING AND PROPOSED) ARE TO BE AT ALL TIMES MAINTAINED FOR SAFE PASSAGE DURING CONSTRUCTION. 2. WIRE POSSIBLE, RETAIN EXISTING WALLS FOR PARTITIONING PURPOSES. IF EXISTING WALLS DO NOT MEET RATING REQUIREMENTS - INSTALL TYPE I TEMPORARY! P/RTITION -ADJACENT TO EXISTING WALL. 3. REMOVE EXISTING SPRINKLERS AND PIPING IN DEMO AREA ONLY. NDER OF STORE SPRINKLER SYSTEM TO REMAIN IN FULL SE VICE DURING STORE OPERATIONS. PLAN ALL WORK ACCORDINGLY AND WITHOUT FAIL. REINSTALL SPRINKLER • PROTECTION (FOLLOWING COMPLETION OF AREA CONSTRUCTION) iN ACCORDANCE WITH BUILDING SPECIFICATIONS. 4. PQRTAE3LE MULTI - PURPOSE FIRE EXTINGUISHERS TO BE PROVIDED IN: A. DEMOLITION WORK AREAS. B. EXITING TUNNELS (BASED ON 75 FT. TRAVEL DISTANCE RULE). C. NEW ADDITION WORK AREAS. MINIMUM UNIT SIZE UL RATED 2A, 10BC DRY CHEMICAL. Pi Rms_ .Ara e.x 5Tt t`:‹74 -' - t7MP rivIel --IT- C .I,7 /IN : i 7'E1..4 R.A.F }Y IT' � d . Ars S WN c . _ !^ . t.11:c..Ii.� _.- -1-sou �)e 1- tt a) 1 0 1. ;; 1I [J 27.19 87 individualist (1- MPO- -.ICY ) GOM FP rt - a MAN'S et-irt)5 I F-O I_1..QQ1nl l h�IC�I t� e `i 1- i p<1.1-,/ b� ENITPjY Ololr' MIi'..1Hjff'' WOF. Ladles 9 009 brass plum shoes I handbeos ?: NG SHOES FIRST FLOOR PLAN 5rAta s to c -r- DET.A1L$. FR'aAl•3 DECEMBER _27 THRU_ JANUARY 30 1988 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 1 ft {a) D x:.U.nnESF�P- 27, 197 -t Ry /e =:<IT OPEN 5. EXISTING EXIT SIGNAGE AND EXIT LIGHTING TO BE REARRANGED DURING RELOCTION OF EXITS. EXIT SIGNAGE AND EXIT LIGHTING TO BE PROVIDED IN ALL TEMPORARY EXI1 TUNNELS. 6. PROVIDE TEMPORARY SPRINKLER PROTECTION IN TUNNEL AREAS. CONNECT SUPPLY AT NEAREST SUITABLY SUPPLIED SPRINKLER RISER AND PROVIDE CONTROL VALVE AND WATER FLOW SUPERVISORY SWITCH. SPRINKLERS IN TUNNEL TO BE A MAXIMUM 130 SQUARE FEET SPACING, ORDINARY HAZARD PIPE SCHEDULE I65°F. WHERE NECESSARY, PIPING. TO BE INSTALLED USING FLEXIBLE COUPLINGS TO PERMIT RELOCATION OF TUNNEL. 7. , IF TUN( ELS AT EXITS ARE NOT REMOVED PRIOR TO COLD . WEATHER (BELOW 40 °F) SPRINKLER SYSTEM MUST BE PROTECTED AGAINST FREEZING, EITHER BY PROVISION OF I-EATING SYST. :M OR INSTALLATION OF DRY PIPE OR ANTI - FREEZE SPRINKLER SYSTEM (IF APPROVED BY LOCAL FIRE DEPARTMENT). eRs • THIRD FLOOR PLAN 8. ALL TEMPORARY PARTITIONS AND EXIT TUNNELS ARE TO BE FULLY MAINTAINED UNTIL AREA WITHIN PARTITIONS IS COMPLETED 'AND SAFE PASSAGE TO REQUIRED EXITS CAN BE PROVIDED. REMOVAL, OF TEMPORARY PARTITIONS AND EXIT TUNNELS TO OCCUR OVERNIGHT, DURING NON STORE HOURS, TI-E EVENING PRIOR TO OPENING DATE OF COMPLETED AREA- S. LEGEND lasma sea to 114116811118191118 REL- OGA"l" E - Mt-r1 P F -T ITtc:4-3 AS SHO�Nh1. DeMo A)-1D C h1 L. -1-? pc) s. NE.v,I S? ,A E:. (SGm NOTE s 3) Yt -+Rid S) ) NEW TEMPORARY PARtITION EXISTING TEMPORARY PARTITIONCE,REcTED IN A PliEVIOUS l I ) TUNNEL Utast Alas EXISTING OR TEMPORARY DEPARTMENT MOM ;(Soho NEW DEPARTMENT HIGEILIGHTED WALLS( AND ROOM NAILS ARE TO BE comma= AT OPENING DATE SHOWN AT ADJACENT DEPARTMENT eltta1i111 Et savoy I 1114!F.PAR1 0!)g # 450!.1.11 t'Y171'iY flftiit eirMI,ntgfi't'ri`rai9'liti� gailory jtpli town snuar , • 9 • alit1111 aseci9i1 mtif r active sportswear point of vlovi chHdrons shoes j RELOCATE T-F POPLANQY F'AF:eT t.T 1 0N°3- `-+• HOwr-4. DEMO A+N p r 1 F?L E1 pop- IN W (PAG see: N;O -rms 5)1-4-+R•E) 5)). r gills "oSfsiteii°a Iii hart sri otti • SECOND FLOOR PLAN GENERAL NOTES L ALL EXITS (EXISTING AND PROPOSED) ARE TO BE AT ALL TIMES MAINTAINED FOR SAFE PASSAGE DURING CONSTRUCTION. 2. WHERE POSSIBLE, RETAIN EXISTING WALLS FOR PARTITIONING PURPOSES. W EXISTING WALLS DO NOT MEET RA I G REQUIREMENTS - INSTAL(, TRIPE I TEMPORARY,' PARTITTOWIS6JACENr TO XISTING WALL. 3. REMOVE EXISTING SPRINKLERS AND PIPING IN DEMO AREA ONLY. REMAINDER OF STORE SPRINKLER SYSTEM TO REMAIN IN FULL SERVICE DURING STORE OPERATIONS. PLAN ALL WORK ACCORDINGLY AND WITHOUT FAIL. REINSTALL SPRINKLER PROTECTION (FOLLOWING COMPLETION OF AREA CONSTRUCTION) IN ACCORDANCE WITH BUILDING SPECIFICATIONS. 4. PORTABLE MULTI- PUR('OSE FIRE EXTINGUISVERS TO BE PROVIDED IN: A. DEMOLITION WORK AREAS. B. EXITING TUNNELS (BASED ON 75 FT. TRAVEL DISTANCE RULE). C. NEW ADDITION WORK AREAS. MINIMUM UNIT SIZE UL RATED 2A, IOBC DRY CHEMICAL. IN5 1 At .t_ rErvIPG7pA$2Y PART17-10t--:S .v.5 S&-!Q• /t 4. DEMO AND COM1='L,_1 l "G FOR' . . (see. F-4omES 3) rHpr.v 5)). 5. EXISTING EXIT SIGNAGE AND EXIT LIGHTING TO BE REARRANGED DURING RELOCTION OF EXITS. EXIT SIGNAGE AND EXIT LIGHTING TO BE PROVIDED IN ALL TEMPORARY EXIT TUILS. 6. PROVIDE TEMPORARY SPRINKLER PROTECTION IN TUNNEL AREAS. CONNECT SUPPLY AT NEAREST SUITABLY SUPPLIED SPRINKLER RISER AND PROVIDE CONTROL VALVE AND WATER FLOW SUPERVISORY SWITCH. SPRINKLERS IN TUNNEL. TO BE A MAXIMUM 110 SQUARE FEET SPACING, ORDINARY HAZARD PIPE SCHEDULE 15°F. WHERE NECESSARY, PIPING TO BE INSTALLED USING FLEXIBLE COLPLINGS TO PERMIT RELOCATION OF TUNNEL. 7.. IF TUNNELS AT EXITS ARE 'NOT REMOVED PRIOR TO COLD WEATHER (BELOW 40uF) SPRINKLER SYSTEM MUST BE PROTECTED AGAINST FREEZING, EITI•ER BY PROVISION OF HEATING SYSTEM OR INSTALLATION OF DRY PIPE OR ANTI - FREEZE SPRINKLER SYSTEM (IF APPROVED BY LOCAL. FIRE DEPARTMENT). , 111111111111111111111 1111! II' 111111111111111111j111111111f111111 1111 0 141rr'. err '. 2 �I A`e�%i: fLSY�IRNN1� -'V 1 G THIRD FLOOR PLAN 8. ALL TEMPORARY PARTITIONS AND EXIT TUNNELS ARE TO BE FILLY MAINTAINED UNTIL AREA WITHIN PARTITION IS COMPLETED Alm SAFE PASSAGE TO REQUIP.ED EXITS CAN FE PROVIDED. REMOVAL;. OF TEMPORARY PARTITIONS AND EXIT TUNNELS TO OCCUR OVERNIGHT, DURING NON STORE HOURS, THE EVENING PRIOR TO OPENING DATE OF COMPLETED AREAS. 1111111;1111111; 11 1111IIIII11II111IIIIIt11It11I111111111111111111111111111; 1111 11111111111I11111IIlil1L1L1,1.1.1,1111 5 6 8 9 10 11 Rff 12 • IX Hie II Gig NEW TEMPORARY PAR` flION isms's:s oami EXISTING TEMPORARY PARZTTION (ERECTED IN A PREVIOUS PHASE) TUNNEL brie* olual EXISTING OR TEMPORARY DEPARTMENT WINS SIfMSI NEW DEPAr: TMENT HIGHLIGHTED WALLS AND ROOM NAMES ARE TO SE COMPLETED AT OPENING DATE SHOWN AT ADJACENT DEPARTMENT CITY OF TUKWftA }�pp?f'1Ffl JUL 2 4 1957 NOTE; DRAWINGS SHOW GENERAL CONCEPT OF PHASING BASED ON PRELIMINARY INFORMATION PROVIDED BY BAYLEY. CONSTRUCTION. FOR ALL REQUIRED INFORMATION OF OVERALL " CONSTRUCTION REFER TO. OTHER DRAWINGS AND SPECIFICATIONS.ACTUAL PHASING • INCLUDING START DATES TO BE DETERMINED BY BAYLEY CONSTRUCTION. COMMIT ttir T141 CAU :SOD! 1 (THElt3 4# The Cailison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 "Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation CONSULTANTS MISEINUMMEISIMMISIMUMO REVISIONS MIENZEIMINSIIIMEREMBeig P40. Dste Item • a APPROVALS tinglifillogsgmegegmento CREIGHTONIMITCHEL , P?ojrrt Architect Drawn M YASATO Checked Approved Registration Si WEE r TTfl. PHASING FLANS ARCHI1 OT AL • "PHASE 1 88206 �` 4 19e7 PTOjtict dolls. Oete StOrr rlO. PH A1.2 DEMO. i+XISTIM M G ECHANI AL. aY 3. • r • \--OE M0. EXI6TIK.I MECHAMICAL WORK ` iWEEN CAR' C105 !± ¢, p. ti 4.4 iii ��' E START IrJ'OlTAt.LA T ION CF' JEW 4VAC ZYS1-EM FL'7K HO4SEIZY ANC) FAMOBAC -.S .PAariv .h. rS. CAP . AREA .E.'.i Ti * IN9TAy�l._ATIOW F LIEW r F•IVAC 5•5TEiM FOR SAM 5l..wr5 Am FURNI3 14.1(15 1 PARTM = r its ' viduallst N, OV • ermsritJA ATE RE -I 4 RE.,?. 5-1 F OM C.QL.• COL. U -Il. jseaman r holistic� bM ! 1111111t11111 •.. 2111 ' •.11 MtviOkt. (TAR AC 1' CIVATh EW AC- TN RNIOstykkT: " 9t111111t10aN/111111ee 11111111 casesassms MI OP 11111 111111 11 211111111/1111111111r11a11 111 w- r 111 -. - Sailfilfl START 1t.15TALL TIO1..l OF MAIN - AT/WT _ I T'Ri1t•JY fJUC-r AJEWW HVAC. v5-rem I�•OR BRA% !Jt.� RAIL A MEN: SPORTB- WEA /ACTIVE) OE.PT'5 ladles o oes a Iran rtge SHOES FIRST FLOOR PLAN c SSTART, TEST, AMO AIR BALANCE AC -Z Al.I0 AIR OISTRIMUTIOM 3YaTEM. 211110 --*4 -i 1: b11t1111111111111102111111F-- ;E--). i I START IMe5TALLATiON.I OF MAIN I-IVAC 'TgUMK DUCT BETWEEN AIEW E.A'ST /WEST MAIN AND GKISTINCI FJORTF -1 CULT Rises. NOVEMBER 1 THRU DECEMBER 26, 198'7 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION ----C EMO. EX1.3T'11.1CG MECkAM1CAL -5V 5TE MZ. r- STAEr 1lJ5TALLATIOl4 Olr NEW I %VAS 3't^5TEM5 FOi2 FA IOL] ACCE�iORIR , 005METIC S AMC) 0EN.1ELRY OEPT's5. e 0 8 PHASE 1 114 t..,... -_ _ U(IIJltt ..: . Aisne f nlahlnea holsar tadlfla a sae brass plats ahoao handbags 8 8119_8 FIRST FLOOR PLAN COMPLETE MESS 5HOZ5 HVAC 5.1 _rEM POA-1- MtJCa�,, COMPL ETIO:.4 OP MORTH iE)�IT /EN1i'Ry. ?...11C11-IT WORK OWLS. };I;.P ^Ise A t .A,NO' err HO, . HVAC. W uIPM% N SeftV PAST rLAlalR, =1. sNNP Pt NAYS NI1 H PEQF;MBE R 27: THRU . JANUARY 30 1 988 NOTE: DA TES PROVIDED BY BAYLEY CONSTRUCTION PHASE 1 0 START INSTALLA-TIOP OF' NMW HVAC 5•5TEM'M FOtZ PER50 JAL 5i4OPPER AREA AMO ALTS AmC' Jg. I � lisltf I 111l11 :11 n11I111afeiteii T r- L 1 -- - - - - - - - - -a - Iactive jportlweit point 01 vlevt - Coil CJ1 - 5TARTI I .15TALLATIONA OF NEW H, AC weal MS FOR IMOIVIOUALIS T 5 -7-t A'i l 50LIAME APIO G .7 IFTS DEPT3 T� ! i i gilte ▪ Iingotle I,ja1111lUaL ▪ ar�I GEI€RAL MOTES : iteditze 21llllDe 1t 112112 r111r2 LI I SECOND FLOOR PLAN 1. All existing retail spaces open to the public during ventflated per code. 2. Temporary exit tunnels to be ventilated per code. • 3. Duct penetrations or other openings in temporary fire shall be protected by fire dampers. "2n ll O •1 1 Sul remodel shall be rote1i partitions START INSTAL.LATIOIJ OF ►.IEW HVAC SYSTEt1IS FOR TUWN SQUARE DRESSIM61 At.1O STOCK AREAS• Lpolnl of vluvf activo sportswear 0 I a 1 1 i L'feullnlnn . DEca Ma OR RE RC JTE EXI4l-I1Jt MECI.1/1/4lJiCAL. iWI1L 41 lay 11nulnaar3a111ro1I- 6 2!17111171111 t. 4 LI1 -II I nettles .12 1. `1S'iEM S O 9 I 211141 a11il .11f If! 1111flalfl11111efed2311 //90121,1 1 I mismi111 taii2a12i1aL 111N911e111 ._ -_-: SECOND FLOOR PLAN -- oEt,.io. OR REROUTE EXIST IIICG MEGHAN►CAL. 5YyTeme. GENERAL NOTES: 1. All existing retail spaces open to the public during remodel shall be ventilated per code. 2. Temporary exit tunnels to be ventilated per code. 3. Duct penetrations or other openings in temporary fire rated partitions shall be protected by fire dampers. . 11111111111III1I1111111II111111111j1I1111' 11I1111111111111111111111Ii111111111111111I111111111111111111111111111111li11Il11111111I ;IIIi1111 2 6 7 8 !w utlk�i6di' - pe {aJ 4:* OO :START IRI°JTALLATIONI OF' ��- SL°COd4IO FLOOR 6UPpLY AIR DUCT 12.156R FROM AC-3 1a1111e1 11111111112111 r11rlleaea118t1 I uu1111111111s11eetuA chUdr as shoes ST I11/4157 -Ai 7-101,4 HVAC ,V5TEM FOR RE laRA PLUM D POiP VIE.W I OEPAR E 4T - $111111111111 1 /all 112111 i Ia1• 11fllaal t tadtsurant LI I _ .....�.. -7.7--=,1 1 11 tl ttajw m > �w.g s i. eea i r 5EC C414 FL O? 11 5 PPLY S PART AL. A OF Ma 1 2/112131111 a11A;lR t11itt33 R 1F111L -4- . f112111111 ff 1111 11i1t1t1041111ie1111 - - - -- THIRD FLOOR PLAN ROOF PLAN GENERAL NOTES : 6TACt.T AIVO TE 4-r AC -2. ( FIRST FLOOR MOE'T•N) START IN5TALLATIOW OP MEW HVAC FOR. Post‘-i' OF VIEW DEN al, RECIEVIAIC-,r/ STAG lfe ttsl , P.O.S . / TCt,.,. AAI O MAIL ROOM AREA %. 0 1111011a 11 ,111/116111111 2111 rlfv,H1 11/11111111 11111: chitdr‘ne shoes DEMO, C MECKAh - - --i R REf OU 5y: fE U.KttT1 TEZMS. 'currant It 111121211111 NIllll1111621 jpt 9 I I 1114@1tt11111 11011116111421130111181111111110 lull!!! 11 - - O�iill r121131HYi1 mellllaet f1111U11 i THIRD FLOOR PLAN IT, OF Tai },t ILA APPPf llr-fl JUL 2 4 1987 NOTE: DRAWINGS SHOW GENERAL CONCEPT OF PHASING BASED ON PRELIMINARY INFORMATION! PROVIDED BY BAYLEY CONSTRUCTION. FOR ALL REQUIRED INFORMATION OF OVERALL CONSTRUCTION REFER TO. OTHER DRAWINGS AND SPECIFICATIONS.ACTUAL PHASING • INCLUDING START DATES TO BE DETERMINED BY BAYLEY CONSTRUCTION. cofYItielyd'111i THe CA&USON INRTNtftSH0 11111;I i111111111111111111111111111111111111111i '111 e4 10 11 12 The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation CONSULTANTS ONSILIMMEINERVINSIBEZI PSF tWDU8 IT RIEC. Ia�0/a P.O. 301 ST47 &SEATTLE. WA. EE 1E4 (IME) 84? -!Eft Oe itEVIS4OItSS No. Date Item APffiOVM$ IIIIIESSMAssyglaninitsmostit CREIGHTON / MITCHELL Project Architect MiEW K. TAYLOR Orewn 'J. RAMSTEAD Checked Appraved Registration St.417 Tim IMINIMINERNISITANOIMEN PHAs! 1c PLANS MECHANICAL 'PHASE ...i. :. 83206 Aye�..,.� . Project N'oN'o. Date IS MET NO. INEWIIIIIIIIIINISSIMINWERWII PHM 1.2 /10t. TeliflOPWIY U.E•(irhICAl.- A�a ^evgtllhC.0 ir-Oh eAcr rt towel.. '.*.wt t tt,:t .C.77. !CAL At — hedRU lhtiG Ftr) Ctilawiro.1 eJ pAp.r; r16.1 AP, toktr sTe, e izcoTp I CAI.: $40P -iih A• P.,e.Q.0 I N r46"1"1 nowt.") AeP1t.A9 fr e?Il . e 4.e.c.roN104 t. a� P*GQ' D FOh OF.r1Ch.l ria ,1 I R! PAM ct.j 60 Ahem), ---- coMPL rE , hI(AL, eh II'1 PAM', now w ,a4htA P Ne.4.J g Kit. Wm] aortoa eace.C4.1 :JOP1P) OF. 14644 M FIRST FLOOR PLAN k .1a ItI4I. Illf l„ IIII�'IIIIIff iHll NOVEMBER 1 THRU DECEMBER 2.6: 1987 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION 140P 't W PANT! TIO JZ3 Ae A P C0 I. INI 14t t. CAM Pt -ere e4aurhiCAL 6,10 he) 11...1 PAM "1dOW Aht A Pohwe.14 PHASE 1 POP) Otrio�.� riot.. i w is ,Ti rio -JED -)c •"" c a 0 ,TP,ICAL ;Joh Ac hP„QC:)• 1.1 PANTITICs.J.O AhtA. yC� WHIP c.> customer service ,nolut of vlovl r_tO -- ET .evyy galls!), town suuoro! n CcMPLZre. 4C42-04) a�PNW'oiNP rina,J>o__- FIRST FLOOR PLAN DECEMBER DEQEMBER 27 .THR U JANUARY 30 1988 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 1 fa (9) - gilts !petite. lingerie — t -1 0 th It • . . I. j=-If w ip r��p , SECOND FLOOR PLAN exa.:.{JTG kJ3 - 4g hN 'D 'IJ- PAF,rI Tlo•le.o :gthe5 CO- 1PtZT . eAk....ThICAL IJO%',h P,tCet). f 4' -4 � -- F-i U PP?OIIi) , M r iatIteurante4,e4.7P11(.hL., .M heap.. - 2 . :IT CICP,PY 00r. ff-i—i-T 1 s it. 1 1. 1 t. -��J�' h- r ul..riutm I chlldr ale shoes -6-- - -- _ - 1 brass! plum 1 'x1 I - Ohlldrenelepperei THIRD FLOOR PLAN ed(e4..jTE ;1Fi,'P11CAL woP,h A`9'IW O tI� 2Nhrl rlo, W AEvA5 fo) �o Q L i ! ^ceatorrrer service 00101 0, vlovi P,e.v15es i.e. P11 1. WO✓twl /4'% N Ir1Tlalai�p'Ptp�,��t active) eportowear I town epuar Oo ---0 117.5- tilt P,Fv 5e✓ ;:d,e .'v11CAl. ki oh 0-1 A he A. -- Foh DF"101.1r:o►J lit PAP i'Iri,DN1ED AP A 5r-loWN SECOND FLOOR PLAN —44 C.C,MP.2.rt. %1.tGTP'tICAL. ►Jost, UbJ PAP' TI TION! E o AhFes; ?"MQtJtit FQp aoMPIXTE. &..& NICAI. k P,rti N •, T 1 rio.,J A1",E`.A PCP) Ml efAGee 1011111111,111111111WIHIPITH111111111111111111111111111111111111 1,1P11111111111111111111111111111W1111111111111,111111111111111111111 ! 111111111111111111111111111111111H1111111I11 2 ? 4 4 5 6 7 £3 9 x ti s' If the microfilmed document is less clear than this Fh 4I(9 , r" G.Th I CAL. At; h ' D . rbOh OttelQI rta.e IN PA TI1'1QIJt:O AP, • 9HObItJ. IIJ PAPITI TIONI `v) ANeA I th4 OFKGe. 1 � -Metr . YAP wea frar,i1A. ehttdron apparel f�_ W - ;' 4. 400r., 11/ r,... p,PL T�..,.tt.G'1 GiIGC��. 4of ,h tN escA 1.✓r !r balss plum — e O—I IJ imam tali. 111111" 11!111117 y" ;':; ice,= Viii. SIVt : 9 s 711111111 teeter 311/.3 talev .- 1111 .vial ^ al teat THIRD FLOOR PLAN - c� 41 PLen, E ..wril 4 L 140 y1) ea 0. 'Vh- rem ORAIL r O.O /T r oc .. »i. C,C>r'IPLe,re ALL e„Ler..rhICAL. I.JOP1101 I� E�tP1TITItDI.4 Q Aht.A% Fh t.J ,t t19atC.6 CITY C ?'ty'tiiE AiP ?n +i 1) JUL 2 4 1987 NOTE: DRAWINGS SHOW GENERAL CONCEPT OF PHASING BASED ON PRELIMINARY INFORMATION PROVIDED BY BAYLEY CONSTRUCTION. FOR ALL REQUIRED INFORMATION OF OVERALL CONSTRUCTION REFER TO. OTHER DRAWINGS AND SPEC$FICATIONS.ACTUAL PHASING INCLUDING START DATES TO BE DETERMINED BY BAYLEY CONSTRUCTION. COPVtt1GMT1 19$ THE CALUSON't11RTNE SWP if'"\a, The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation 0 CONSULTANTS miumwmanzeismumma HARGIS ENGINEERS -MECHANICAL/ ELECTRICAL CONSULTANTS SEATTLE, WASHINUTON 20448244IS2 N REVISIONS No. Date Item IS APPROVALS CREIGHTON /MITCHELL Project Architect ,:OLSON Drawn G.W.HARFST Checked Approved Registration W SHEET TIT',{ PHASNG PLANS ELECTRICAL .PHASE 1 afit205 MAY 4 1.987 Projxt No. t }its stalrf NO. WIESMINNEINSONNERMA PHE .1.2 P'L VI Coto Teel g - 91..1.11'111 N(.1 AN° fr_e4.0 t F it rLII.:Nf t,. hWtOt. PLAir1 b►JC At h ' D�� POP\ N RAN'IT! Jt�n w IPorNPATI�TIQJJWAN POP) NJ tOltt. () P . Nth/1 PLUhrttNc, D ' T �.i I IN K3APiTITiONt0 eAe,G41Te, PL.thilbiNG kjONIh h ' o 11,4 PAP,TI rio,j At''ii~A‘a. men b suite L j - - - -\ ) 01111111161111 !Ai [Ai Isdte• floss 4aorles �l�t�G4T pLuma1, 2 rJohY1 gop-, I wIss4l,t Ti OF t0h- 4D. brass D'•Int ;hoes handbag• FIRST FLOOR PLAN re llll NOVEMBER 1 THRU DECEMBER 26. 1887 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION heA /Ib t. `P1 JIPIP PCP's DtoPIC 4TICIJ N RoshTITIONItO AP1?uA coolPWe. Pudtri0ING iJoP,r) PA TIT10 %e.0 AP,.A l OPy Ne.N cowll'L e.re P1dlMrall4C3 !4c101 IN PANTITQJt4) AK;',i A POP) 14tdoi IPAC,e, o p ® PHASE 1 O ® 0 t."Ar..4TE: i.io 9.1r✓q' IN PAP1r1 TIoNe o AP,trA irt- 11 1111 .1 ,1 111 '111" P11 111 custom r service 'I I !point oI vlo e active kN !IOWisweer I !town sguoro1 n COMPL&E Pu...1MFbirJG tJohr, A P, 'D 1N P,TITIOIJW © Ahe.A. 401110Pik iliaiwArA, If VA PlArIA All dir Amy r./ individualist ladies a P UNI INCa WIT NIC 4T PL) h klOt 'I O MCN4 brass plum aloes handbags L to 4 I�e a 9I10ES a FIRST FLOOR PLAN DECEMBER 27 THRU JANUARY 30 1988 NOTE DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 1 pelltes Jj I -151 I q ® - 4J - - - - -- �s lingerie �� tT E - -, - 1. - -- -- Y I i I SECOND FLOOR PLAN tAt.-44Te. PL..0 r1 P5lIJG iNJDhn A(0--J he.GZ I P1eZ IN Perri ria.Jt°;,o ■P1F�5 THIRD FLOOR PLAN Q 48, c__ 1,Joht'1 IN P, hri�TIO',,•.ff,+c".D A ,eA 1=OP� 1.JGiJ VP,' _ I I I,.III I N P Cuatorer service . tL, active aportstireer 0119 I I;-• 111111 -- SIC P1JA/I 6.J0 r) A P1eQ'O. POP) oe. iol.I TIC3tJ N PAP1TirlOtJW AP t . SECOND FLOOR PLAN eacI$TING httrhOOt -1 RUI,L. dPeP.AnONJ UNTii. Ne..J 1E rl'NCY 1 gosGLdrlty AP1IS. coMPI,ETt.0 At-40 AGG Ii‘x-G. -C) -0 --- 0 c oMfWb 1PLAiribING IJo IN PAP1T1 APV , N e.K1 1' 1111111lll�llllll !;IIIIIIIIIIIIj; I1 IIIIIII !IIIIlllil!11I1111111111 I1IIIIII1111111111 11I11111III111IIIIIIIIIIIII111111111IIIIII11111111111111111111111111II11111i11111111111111111 !1111111 i 2 4 5 6 7 8 9 10 11 .. .r, I' , -u" 12 P,WQ PLJJN1 bINIG, At' NO o r-Oh DI✓MOLI TiO.l IN f*.PYriTICN,I&o0 AP1¢A S'rtOlr IN l ompt.t,re. puIMbI1JG t,EOhtfrl N IAP,rITICNe.D AP&A F0‘) •e.4J 43pAC4. 1 children' apparel 101111 miss • seam imam 111 11111/1 ..4 •,JU• THIRD FLOOR PLAN s,- - 21- 410[..x-1 IA tat 040 ,.Loh ti,, it4 Pfre:TITIO4ieo AheA PQP- NeW 5PACe. CiTY Or APPPtivPto JUL 2 4 1987 NOTE: DRAWINGS SHOW GENERAL CONCEPT OF PHASING BASED ON PRELIMINARY INFORMATION PROVIDED BY BAYLEY CONSTRUCTION. FOR ALL REQUIRED INFORMATION OF OVERALL CONSTRUCTION REFER TO OTHER DRAWINGS AND SPECIFICATIONS.ACTUAL PHASING INCLUDING START DATES TO BE DETERMINED BY BAYLEY CONSTRUCTION. COIWR14H1•t Tit CAdd3SON 1tl1R71VE1t5111P The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation CONSULTANTS ISSISESSEERUSIOUSUUSEON HARGIS ENGINEERS MECHANICAL 1 ELECTRICAL CONSULTANTS SETTLE, WASHINGTON 2044244$2 ® REVISIONS ammennswinewasameas No. Date Item ® APPROVALS ININNENNitligessommINN CREIGHTON /MITCHELL, Project Architect DES1 `s ON Drawn A.HARGIS Checked Approved Registration is SHEaT TWEE EMEMINEMMEMVERSX PHASING PLANS MOM PLUMBING PHASE 1 . maps MAY 4, 1987 Project No. Date N SHIFT P10. INININUNINIONSIVNINDYI PHP 1.2 fassaummummeinuessammus ri 6/0 -r(r "A" ewe> ex, ,tc)a 1V 4.51-124.1c-TuRe... 1 1-1R, (;8T22 -112.eA-Ter7 (-All Lt7., TO 6Tre-4J6TURS Aro NOTED ,Aeosie w/ at wore° W/ 6336:11 11•151JL, 1&t40 PANT c PL.0012. SIDE CI-41-`i IaFj Nia-mr) xeove- PALIstr(-- 544-elF, f=Lc ,G1-10r,1 PARTITION TYPE .511 iL 11 - TYPE "SI 60/15 TQ -ti2tic,,Ttif2-e e4, %Cs (1 Hp.- 12ATE19 coNer) "rize4Teo TIJCE5 TO -1F-1.1C7TUI2-e I&" 0.c, _-err IN-5UL . .1121sAc.s tvicut•tretr) WALL. '31-9NEW 6ee PAINT c2 sAt_et.-...: FO cOpInrioN urs Lc-DR. SEE F C ) 4 2 . /.'L.L EGCra' c.C.Yr--.1G1T-101--1 c LCC sira, na 8-17 CTION PARTITION TYPE,Fil 1_oiI e. 564E:5 FLOOK P E 2 -rerAPORA.R.'Y -I-1 L.1 1-4 a FAkeC-111. Al....erCA/ FR. LIN4 M OP° WAN L-CoVE-1 wi-4Mg.e acc.L...)fac.4 VEN we c.,1-.1 1 WsU M pcx".1.411-4q -5/e" vv ct!) c'N wocc) M• I-A. L c.c)Ez. N era v=v, rsic)-re ; PFR.OV CDE E5E Ft- e,,,,,t)-e 4-1 Cv -1...)2.m.c> Pi C.CDr--11DIT' 1 CDNS PLAN AT FURRED PILASTERS AT 90°' NO-re : EX Sri WALL -OPE- DI a'•FtEat-.1"1- TEMP. P.A.FeT o "ny 1 1--44:77-e! PLAN AT FURRED PLASTERS AT 90° !'/2." = 0" 11-G" e-X.fertr- SAL-E FLoc) R. WA L.L. -ryP. s "T4P. F Pi et-.4T -Ets,t pAslzrri-1-101.1 TYPE e PA. R.Ts I "i" I oty t--.1c)-re see re' PLAN AT FURRED PILASTER AT 90° EDGE C-) F=oR., TY.F, 1.10-rE PLAN AT FURRED PILASTER E-3GE 11 zit II_ oil C7 I TUNklel. celL.N0 611.119 NJ° (WE? AE' t-1R. Kt-eo coNIGT". r PART:TICA.11 d (1 T Wf 5x-rr e Awc) ceiursic. ce•TUNItsieL-. AzospOe LtT1N& /WO ext-r i4E Arw PER. u, Awe" cfrY e;F 7_1!eyvi, GECT101■1& CZILIN1G OF.'TLINit4EL" PARTITION TYPE ' NTeRtotz. FAtme ONLY -NEE A" &we, 1 -r sT12..L1GTUt2-re. "TIZOATO .71J) TO -114d0TU12.E tO 11 &60_ 61-1e,cruNo 1 m2 PAPeg. wePTI-lefe-PROOF; 1 F2tuf%T1ot-4 GEGI6KI GOINITPACTOR. 64.4e Noret9 Ae.ove PANT 0 SeK.-Ttot4 -6XT812.1014, WALL PARTITION TYPE gj 1.1111.....■•••••■•■•■•••••••■■■YEIMMY 1,40 T'E SEE c?ETAIL Pc-4R. P1 PLAN AT FURRED PLASTERS AT 45° : o" ve-f- 1 SALES WALL otp, *ralvt1='; r.6..R.-T" IT] Ot-4 TE Ty F=' e 2. TENIF't:DF-d--/•F-2-Y PA0=2.-ri I oh4 NOTE. S DEtL 1 FOR TYPICAL r---10T-E5.." a'.11-0" PLAN AT. FURRED PLASTER AT 45°EDGE V2" = o" -r - motiwrep - Wm-L. -,-r-414t9Ap47;„ 5/0 "Nre "X" 6vve, To 1611•11- 1 ?-41EPP-101z- c7 CA--4L.y -65e, PA.RTITIGN POP. NOTES Fc:Fe_ c.c•DN c) 1 T i 0 H a. .-5.A.L5 FL-00112- 51 EDE , OE e co FL.O-3.4 Sea, • SECTION EXTERIOR. W,44.... PARTITION TYPE TE PLAN .) ........___, AT FURRED PILASTERS AT 135° FOR, T't C." I.- 1 z" 1 a "Ta" . F'..^.1,2-1- r c- N4 E' ITi CE' Li 1.40 r3,/e" GsNev cNJ. We''' M r - s/e.'' 11/2," Loc.: r-4 C F 1 Vsi V-1 e E.' Oc..c. NOTE Nt CAR- 1.-1-1 I C2 VC- R. I K. I 0 T---4 5 V-4/ , • 1 EEL:. c 111.1.1.■••■■•••,••■■■• 1/4" SECTION AT FASCIA = 1 " cJ 10 rPF2.0‘../ 1 Da Fzz.am0va" ---t,,t_._e. r.:c..t..1.1..17.....,. F.,.‘„Fur_i_rict.--; As.T T E1'., I F • 1',1 AN- - ;__ E--_-:.r-4-T-P.'-t I /11.1•••■•■••••••14=1•11••••••••••••,•■■.••••• CPCD LOO.A1 1 N PPOrecTioN IzooF, ces1c414 e.,oNTRAc-Totz. e)tr. 6(p/ eAe-,aTi-i t•to xr,in PEP WeA11-16/411400F t=1:zoTeewnqN.cestam Fel?. COINalesACTOfa• P:4-Alfz.:71A1/4:1r;' C-W03 1.4s/ltj.b PFGNIPe EXIT rag. us0 No c_tr? c -ruKwILA • CflON @ ca1L..11\1& GV "TurNiNEL-11 PARTITION TYPE NO! . e 5L- De. I FOR-- ."-`1' f' I 2 PLAN AT FURRED PILASTER AT DOOR " •■•••11iMilr 4=7102,1••••111, --N'Pa Z-C.- 5 \ 0 hi 1 C D R. ) rcuMr C-c" A■ec- N. E. F sec r-7 le- 1 l'ACi L.D L. N4 E.- F NG% vv 1-1 e OGGL.- •:-:5 crr -1• F ac --_; \.1! - MAX - • -ro cf,f= (19 PLAN e ot.4 . LE+. Fa. L-L_ • P RC-Al CD (t. AT WALL STANDARD. E-,..s4 C12. WALL. 1 4. r-101-E: • Doc' .F.D t-4 'Fr tsel I is."4 ' ^N-11:;) SLF TEMPORARY PARTITION FINISH SCHEDULE AT TEMPORARY PARTITIONS ADJOINING 0E1 LOCATED IN AN EXISTING DEPARTMENT PAINT P-2I (CUSTOM COLOR TO MATCH ARCHITECT'S SAMPLE). AT TEMPORARY PARTITIONS ADJOINING OR LOCATED IN A COMPLETED NEW DEPARTMENT PAINT P-I (CUSTOM COLOR TO MATCH ARCHITECT'S SAMPLE). AT ALL TEMPORARY PARTITION FURRED PILASTERS & FASCIAS PAINT P-22 (CUSTOM COLOR TO MATCH ARCHITECT'S SAMPLE). EX 1 F=L0c)Ft. WALL -0- E TEM P. 1=./. r& 1 i 1 0 -r F>e, TY 1='e z e FT c-r 1 c,r-4 NoTe ; see oa-r-/-..1 L._ -1-= 0 FL. 1"-f-F'l 7-4D-r" PLAN AT FURRED PILASTER AT DOOR (\1 o-r e see P 1 F2 WALL- ;s = MAL- 520C F 1, _ PLAN AT FURRED PLASTER AT 90° EDGE I = o mworAmmwavoawa.1068211•Isowsameliartn -- ex i ST 1 N4 i---- FLCC1m. t'--I- 1e,!F--..•.t!!..I'..4 -1 1 , 12.o ' i r LEc . • AS L_ EX 15-re 5/a• ' . 1 2 1__"-eel;2..S7 1--Nf 'X' G.1w,a-1 20 FT Lot-cz L.- C., T - C.> F.F.t-CANA a SECTION AT ENTRY //4" - 0" tyell S DE- TO e!. ..u•T-L4F7.-E - *-4 12.6:r G STRUC, The Caiiison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623-4646 The Callison Partnership Ltd., A Corporation U CONSULTANTS IIIIMMISIIMIIMIMINNIS ItE ViSIONS ENESIEMEEMEEMAINEEEMMI No. Date Item J • WALL. FCDP- 7 x 7° DoG L.t..),F)H Vv pAssl 1--4T -r-c) - (2. FLOOR PLAN , 1/8..,. 1'- 1 41-- A\ ELEVATION -1.--0" C8 • 1 1 drrzEri -$ a.S) A -'4+ o . . 4-0 -co -,-, 9 01 1-1 +1 -1-i MALL awwwwwraraa•••••■•■•mmavagrow 1v1A. L.L. ,kJ ArS S1-4CD■Nt.-4. PR,C.V 1 De ea_e_C. AS RE.QL.)/ 167 ".."` ,5444$1,11;e4,. AP-T- D 1 t7"--Pl.,,A.`1- (A- P 1 C.A. L. ) FR - 1111111111,1111111,H1111r111,1111111I11111111111H;111111111111111111 1111111111111111111111111111111111111111 1111111111111111111111111111H1111111111111111111111111111111111111111111111;11 4 5 6 7 8 9 10 12 1"-(:: STR.L. F: Et I vvLL I 1-4 x ■•■\.,e3 1 I R. Cs-DI-4-77.)T RA-C.1-10N 10 ! I-1 -T. -r 1,„ U I-4-r 2 ' c)" Ft.i \r`si I I ; I 1 11 1 NA Cc. J MALL_ 5LEv..\' FiaDFILE SECTION AT ART DISPLAY , 4Mrie,.;:r. • • •:- s-r H 5/e",.-rs-ere: x 51 CD Rise- - 1 1--+ R. • CC:7:1+i Fa.A...../C-M e er G COI-4C viLL E.Le\ 35') SECTION AT WALL T747. 111.•••••••••• COPYRiairec)198 THE CALLIS3NPARTNE1SHiP 12 APPROVALS ESSIMINIMMEROZIEMagl CREIGHTON/MITCHELL Project Architect Drawn MIYASATO Checked Appro)..ed &703 RIC:STEREO 4 DAtft P. t Ann Wilsnv . TTY OF IlitVviI;1 APpeovE6' JtIL24 1987 Registratiion'''4' c SHEET TITLE 214111101RainMcgcsccommi TEMPORARY PARTITION DETAILS PHASE 1 & 2 86205 MAY 4, 1987 Project No. Date E SHEET NO. INVIEMINEWSINIEMISINSMIN PH A1.3 PREWINIEENEERIMIRIPMENCEIREEMMEME 1 6 I M� ra) IY ! i t L• 'At �IJ tw. 1/rte At, }r `:.......r.4- 1 RCLOG.c T "E E 5T1hLCl. DCF'ARTM`r•, T .t,1F -'pFtA.p -"{ PAR`I7- IOr-tS' G}ENtc, A lD CCMI .,LETS Fu-r •rEvti ;PAGE ( sue 4)TaiFLU Co)) 11.-4ST'.aLL_ T'Er.4r�c•FZn �. Fit-1T I T-1 Cj N S D Em t, I .C., EG G h.L �.T CFz�a .mot- -U P.A=.T. r I P LOC:FL Ask. REG L:1 -•••-E C) (5tcfw - t- to-rES ) -rr• -tr>zu Cam)) F E 8 RU..AR -Y I. 1 °) E f3 NEV.i 1,4A _L._ ELEY.y.T iG•N A1--1CJ F N4T• 1 OF -J - -- ZAP , -i --: 1 % aM NW II NU 0NEN rlit • -. eSe Iadies lahoes tress ;Ault shoes r0 ,,_s el 1-4- FIRST FLOOR PLAN NO-re st SHEET Dc-r 11 -g AOA[M 01La r3' c! or a. Iti I AL_ L._ f=t' T,C'N� DEN•IC E _E Y - \" c!- /,r -+D f %r \YG;-- -r' 1 -+ L •. ) J C� F•L. ;�.nr2 I 1-r AsA.e' A! FEBRUARY 1 THRU FEBRUARY 2 &, 19.88 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION 'A7 1 E (O PHASE 2 (IO) iEt\1 - c�4t DC.1C C_CI.1PL.t rE NEVV (see c..'�-� _.._ NOTES 4) T'i-- irLL -' ,) ) INS *"�:_ rE�IFi��faY PA. RTIT,C =N`1 %E F.4C' .60 lr_' FP- -.1. L H R EcI.. IRE•Cr ISEC_ ^JCR "'ES A, TrtRl_' GENERAL NOTES lid � t -- a _____L Gea� 1 =r-r -1 Yr -fir - -- ,► �'1 i - .PERSONAL �r, 1 SHOPPER - •< it ,....1 C•} - , 1®1 [1 ' � 1 1 [,r,� r.- 4.1111111111011; J i- - .4 rC)•�F^ cueloeiei tervlc j poI Wy savvy aCI Je Spor19WY t r t - .c'Er. :a•- 1::r- '.t,;r ) ('r" @nn F-C',2.�.t _J; O.L,...- 4f =c=:1 - G.c.- {.r--t. f E ACr, v •- •.Ft-- .•r.- .,-. 0 --- It 1� ' AL.I TE.r.4r >- rts�rati f��.R'rIT 1, , Ic L)E1,1O .SIG CSC t.iF'L -E`.? E P--•R NG -VV SP'Ac:F (SCL ^rOE, 1 :J Tc. 4. CF; 1 .1.L.P.41rc.e 1 I- A. :'rl C.t 1.,,F= L_a.rE w lrt-i Cl P- r� r 4 ; -c:l -i 11G�1` n.'c c1{ GN c.7F'Ft -11 nlCi ' ' t POD_ �yt' IL CP 19' G7A'T -E✓ r' x. IRata Ihl ens tallo MP:" 10 .j 7 • IIillN-11IIIL 11111IIIi 11111 -II r I 1114 NI (74,04 4 FE13 ae 1 teWi®tcio to errvco•ance.T lingerie Po1�1ee a H. 1 011 .101.11M1,1016 r o•A w. 111 ,tiIIIid111IIIP_ 11118 14r it le raw •aw •lea cs' c; e.i h:42 ,e r -1� - /��L rEMFi'F2��JzY PA-Fa-,- ;TIC ir,`_-- ALL "- .E`.+F•CR.- �..P -Y P"R-, t c- i= L. lr vA.•T"C R''., ./-�t-,1 C) 4%A. -r G r-+ 1 -.Cc L . •�5. f' - L. 11.-EG (..0 E. NG'ES 4i TI- iR• -..i 1._•+ . + F I i'-_,,+•t... ••:.e . ■ -?•• -_ F` HA G,, r.', _ -r-_ SECOND FLOOR PLAN L ALL EXISTING VERTICAL TRANSPORTATION MUST REMAIN IN FULL OPERATION UNTIL PROPOSED VERTICAL TRANSPORTATION (ESCALATOR, PASSENGER AND FREIGHT ELEVATOR) ARE FULLY OPERAT i ONAL. 2. ALL EXITS (EXISTING AND PROPOSED) ARE TO BE AT ALL TIMES MAINTAINED FOR SAFE PASSAGE DURING CONSTRUCTION. 3. WHERE POSSIBLE, RETAIN EXISTING WALLS FOR PARTITIONING PURPOSES. W EXISTING WALLS DO NOT MEET RATING REQUIREMENTS - INSTALL TYPE I TEMPORARY' PARTI.TION ADJACENT' TO EXISTING WALL. 4. REMOVE EXISTING SPRINKLERS AND PIPING IN DEMO AREA ONLY. REMAINDER OF STORE SPRINKLER SYSTEM TO REMAIN IN FULL SERVICE DURING STORE OPERATIONS. PLAN ALL WORK ACCORDINGLY AND WITHOUT FAIL. REINSTALL SPRINKLER PROTECTION (FOLLOWING COMPLETION OF AREA CONSTRUCTION) IN ACCORDANCE WITH BUILDING SPECIFICATIONS. =ME COIIAPL_ETEC) R1L 15 `)138 {s; woke con,4PLETE w IT t- WORK ot't1_Y FO M G P ft N t r--Y{ DA=_ 5HCE5 k T WOMENS S GES brass' alum shoes ..wl•w...r� 11{0 wa .'ON • m.er soon ____ T)4• FAST ROOR PLAN _r-r �� 1111..- _...........�i. L rn.r..vruw r40TE 9EE St -4e.ET Pr-t AI. 3 Fc• PART ITtCt -4 DETAI t_5 MARCH 1 THRU APRIL 30 7988 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 2 1 I I I / i ! 1 F ' 1) ' 8; ✓r t.a) ,A•�'.A y .! GENERAL NOTES .A=3_111 _�. 1 • {2 3 (a e 5. PORTABLE MULTI - PURPOSE FIRE EXTINGUISHERS TO BE PROVIDED IN: A. DEMOLITION WORK AREAS. B. EXITING TUNNELS (BASED ON 75 FT. TRAVEL DISTANCE RULE). C. NEW ADDITION WORK AREAS. MINIMUM UNIT SIZE UL RATED 2A, IOBC DRY CHEMICAL. 6. EXISTING EXIT SIGNAGE AND EXIT LIGHTING TO BE REARRANGED DURING RELOCTION OF EXITS. EXIT SIGNAGE AND EXIT LIGHTING TO BE PROVIDED IN ALL TEMPORARY EXIT TUNNELS. 7. ALL TEMPORARY PARTITIONS AND EXIT TUNNELS ARE TO BE FULLY MAINTAINED UNTIL AREA WITHIN PARTITI'NS IS COMPLETED AND SAFE PASSAGE TO REQUIRED EXITS CAN BE PROVIDED. REMOVAL OF TEMPORARY PARTITIONS AND EXIT TUNNELS TO OCCUR OVERNIGHT, DURING NON STORE HOURS, THE EVENING PRIOR TO OPENING DATE OF COMPLETED AREAS. 0 c. C 9r .. r,tom:.' == rte_.._ Rae te: PERSONAL •... L.ee1L. iUPE ^. hr•�Rr r-. b s1-IC V it-S. rJL:r-1 FOR New C,'T-E S 3 ) :1... Ill hnglrie pellles ) wr16,cosar.ee.ra;. raw 1101.. trop REL_oGATE EXIST i NG UEP.ar2Thif_N 1 S. 114 ToL_L TEN-1PG P,,..fRT1T1cJ DEMO . N4c GOL -i _ETE. r- --c,R. TJEW SPaGE (SEE r'-1CTES 3J r- rev. 5) ) SECOND FLT PLAN L ALL EXITS (EXISTING AND PROPOSED) ARE TO BE AT ALL TIMES MAINTAINED FOR SAFE PASSAGE DURING CONSTRUCTION. 2. WHERE POSSIBLE, RETAIN EXISTING WALLS FOR PARTITIONING PURPOSES. IF EXISTING WALLS DO NOT MEET RATING REQUIREMENTS - INSTALL TYPE I TEMPORARY' PARTITION ADJACENT TO EXISTING WALL. 3. REMOVE EXISTING SPRINKLERS AND PIPING IN DEMO AREA ONLY. REMAINDER OF STORE SPRINKLER SYSTEM TO REMAIN IN FULL SERVICE DURING STORE OPERATIONS. PLAN ALL WORK ACCORDINGLY AND WITHOUT FAIL. REINSTALL SPRINKLER PROTECTION (FOLLOWING COMPLETION OF AREA CCNSTRUCTION) IN ACCORDANCE WITH BUILDING SPECIFICATIONS. 4. PORTABLE MULTI- PURPOSE FIRE EXTINGUISHERS TO BE PROVIDED IN: • A. DEMOLITION WORK AREAS. B. EXITING TUNNELS (BASED ON 75 FT. TRAVEL DISTANCE RULE). C. NEW ADDITION WORK AREAS. MINIMUM UNIT SIZE UL RATED 2A, 100C DRY CHEMICAL. 5. EXISTING EXIT SIGNAGE AND EXIT LIGHTING TO BE REARRANGED DURING RELOCTION OF EXITS. EXIT SIGNAGE AND EXIT LIGHTING TO BE PROVIDED IN ALL. TEMPORARY EXIT - UNNELS. • h16.Rr I-+ 1 , 19e,8 5 - • Pk. 1* *4 cC t.1PL E -TE (1.4JINTA;1•d tyX:-r � L_O (7 F: pi.- 1 NG G C. 1-4 S lei A6),A AJ t t\ 6. ALL TEMPORARY PARTITIONS AND EXIT TUNNELS ARE TO BE FULLY MAINTAINED UNTIL AREA WITHIN PARTITIONS I5 COMPLETED AND SAFE PASSAGE TO REQUIRED EXITS CAN BE PROVIDED. REMOVAL OF TEMPORARY PARTITIONS AND EXIT TUNNELS TO OCCUR OVERNIGHT, DURING NON STORE HOURS, THE EVENING PRIOR TO OPENING DATE OF COMPLETED AREAS. 'r 1 1111111111 111111111111111 11I!I111111111111111111 111111111111111111111111 11111111111111111111 /1111111111111111111111111111111111111 8 10 11 YAfrrlfrru.vr 12 „ ,.;SHOTO ; • If the roicrofilmed Ot,',,ment is less clear than this 0 16 r11•. 011 ., 1 2 5 6 7 ±.:1111 ,^y 'Y..,•- . . R. .'. 1111 1 11,11. 1111 •'� :. '. +I .r•) ••. •'��! I •'�`. ,�,ar.. I1l11IIIII�1 •11111'1 11111111 11111 11111,111111 111 I 1 I r Y 4. - _.. -- . ---- . F271 1 d IRtU 1 14 arils on tom1 RELOC -it .TE EXI �r1 DEF2AFtTM ..4r511' }SrAI_L TEA-A .. F, - .FzTI-r I o1�J5 QM- At--10 1 1PL_ET F=t�2 N 5PAC. N -r'E,a 4) t)) - - -- -- 0 rr v S t li Ili • rJ s ti♦tietlt es1a1�1 lsel�• ; l chHdlens shoos cnildrenb apparel , = ^t t��1 MIN a NkIle erw 11 L. ffr 1 MN I I e1 DE1 -AC ES..G /aL.NTC F- -�., ANO P�+.TC. F1_GC "T. F1 Er l_, 2� ftf ljT - T7 R=, !-t'ATE EY Al t'-IC. GE MEr-1T �' Fi�RTITIC_`N`_ C^ C�.1Pt_E1"E Fcp t-1EVJ SPACE. (SFE t- 1G`Tt=S .4-) rr rm. [ 2 G) THIRD FLOOR PLAN 12 x MO. S, /'rat_. Ol' _c; 1 (TEM r ..&q'y) 1 ca; c T " G•L=t ••■•." ' f -r -1L2 CC, 14F- �L_Er� FUR NEw SPACE (se. 4) 3 1-+MA-) Co) ) a� e • r- 1S-T's\L_t_.. TL= r.1PGr2�,F��1" �c'.F2T1 - T"r'N -15, 1DENA(: cL_L_Vftir-CF2' ■1yL7 Pf.TGH FL GCFZ AS (5G'E •.1GT''S d-) T I-+ R L' G) ) LEGEND Cr IOW tom■ NEW TEMPORARY PARTITION EXISTING TEMPORARY PARTITION(FRFCTED IN A PREVIOUS PHASF) TUNNEL brass plum EXISTING OR TEMPORARY DEPARTMENT HENS SHOES NEW DEPARTMENT HIGHL.IGHTEU WALLS AND ROOM NAMES ARE TO BE COMPLETED AT OPEC``: :.G DATE SHOWN AT ADJACENT DEPARTMENT CJ C PCi 9[I ,e 117:sair i t1 ^•hlldrens shoes El- r I ulln spina RESTAURANT chitdrins apparel traz M 1191.1110e I- {r - . • yfllitit�i_'_ {j (;}_..._ PEN tiri.�."YC I-+ avesa•itttlL - 2) RaLoc• Rise T EF�I !�F2� FZY f?4RT: T .QT L� (SEA 1- TEs 5) rr--t V 5) ) THIRD FLOOR PLAN - 'f /6.u:.H I .' 1 �C�. I .L 1 e.d (e) rs ii e:, LEGEND IN 1 nil t ®1 NEW TEMPORARY PARTITION P A P: ?( /l r z`1 I P i � 1111 l.,i JUL 2 4 ,1 EXISTING TEMPORARY PARTITION (ERECTED IN A PREVIOUS PHASE) TUNNEL brass Glum EXISTING OR TEMPORARY DEPARTMENT 1AEr1S SHOES NEW DEPARTMENT HIGHLIGHTED WALLS AND ROOM NAMES ARE TO BE COMPLETED AT OPENING DATE SHOWN AT ADJACENT DEPARTMENT NOTE: DRAWINGS SHOW GENERAL CONCEPT OF PHAING BASED ON PRELIMINARY INFORMATION PROVIDED BY BAYLEY CONSTRUCTION. FOR ALL REQUIRED INFORMATION OF OVERALL CONSTRUCTION REFER TO OTHER DRAWINGS AND SPECIFICATIONS.ACTUAL PHASING INCLUDING START DATES TO BE DETERMINED BY BAYLEY CONSTRUCTION. COPYRIGHT©198 THE CALL1SON PARTNERSHIP The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623-4646 The Callison Partnership Ltd.. A Corporation REVISIONS 1111111MMEMIEMONNISMIOR No. Date Item APPROVALS ISMNIMINfigniammillin Project Architect Drawn IvilYASATO FY 1 STATE Of toMS4ANGIgra Registration SHEET TITLE NiaMelanimaxessemign PHASING' PLANS ARCHITECTURAL PHASE 2 86205 MAY 4 1987 P-roject No. Date IS SHEET NOARIIIIMIENsimmlYilanim PH A2„1 r; 4. r / ®/®70911 mss INJPILL ESCALATOR PI T5 iodise shoes i-� ma. pal.. rs waattarea Lama. Leva FIRST FLOOR PLAN T INFILL ELEVATOR 1''175 5TA1R NO.4 CO's ?L'CT_P F I ST FLOOR •'O 5ECOkiD r L00R FEBRUARY 1 THRU FEBRUARY 28, 7988 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 2 eel -(z ri brae/ giItirn ahoae .rob rcwu b; FIRST FLOOR PLAN MARCH 1 THRU APRIL 30 1988 NOTE: DATES PROVIDED U Y BAYLEY CONSTRUCTION PHASE 2 NFILL SCALATOR -� OPEN INCI 0 (F) a• b T i ,I�I 4. -d iI Iva a owe awl I Ise I �u cue omer sOrvic4 -0 Ere i PERSONAL SHOPPER 0 f RE) 00 .4s, „/.a s is 1 ma 1 ee0 leg - .11 '^r1. 1 J 1 •L a �/ mr / 014 M` I l a Oaa 1 ect,ve sportswe i1 tJ !Wi 010$ -urn I)III 11111 I. Il . ;'a tinjuit 1 1 H• n E •• t :c roes lingerie po11)es ar SM1,/r1 all ®1M1d <,o) ■ I/ Fvema ; �� b 1 • 41111111111111,11111111111 SECOND FLOOR PLAN M LS IL IN-ILL ELEVATOR OF C N I N(,( 0?0 Al 5~A Z NO 4 CC)M L:'"°D ?5T F_OvA TO SEcON rL.OGR 57AIR NO.4 SLICOND FLOOR rG 3P FLOOR FOLLOWING REMOVAL OF x15T ELeVATOR C9 C er AI -ET aa • r f -3_L L ...tt.�W PEASOWJ. Cu: tomar Der V 4 savvy mane 1911ore Ialic sJ WA. 0 genies rcan•..br•..p to_.a.Y..,oa SECOND FLOOR PLAN 1, 1 C J. ,_ - -- 5 -AIR NO. 4 COMPLETE FRO" SE-COND To THIRD FLOOR ay A V ! 1 1 1 1 1 1 1 i' I I I! I I I I I I I I I I I I I I I I I I I I I 11' I I! I I I I I I I I I I I I 1 I I 1 1 1 1 1 1 1 111 111 111 111111111 1 1 1 1 1! 11 1 1 1 I' ! 1111111 111 111 111 1 1 1 1 1 I l l' ! �111I111111�� 111i11�1,► ��I1��1 ►�111�,11�111�111,1l11111�11 X11 I►1��111j I�,II I I i111�1, 14111'. irlf .� 1 2 i- .4 5 6 7 8 9 10 11 4Lff '' r;r4Y3•u 12 y q, r9, • 121 - -. u INFILL esCALATOFI -- OPENING • I 1 I MAW /iyitd rls1oli 1 who . eexe {J childrene apparel Y~ —1 = P ®11®/1®1 ®1:11 ®laam Isis1 ril 1 Mal 1 em 1L a r ;) ( u..—.111.0. ME I WMr 1 mu I Nu s say 1 A i �Ir<uI1J 9 IA p �L -- • _. 1 1flco rattle P011 T OF VIEW 4 -- 1 , 1 1 \ TI-IIRD FLOOR PLAN M 4 INFILL ELEVATOR OPENIN4 i 5TA1R NO. 4 ScCONi7 FLOOR TO T H1RP FLOOR FOLLOWING REMOVAL OF EXIST ELEVATOR 0 — . ! -- • - - 1 i 4„r9 „m.,, I Y • 'I chlldena shoes 44— ctildrana ap1p1a7 1 i il ! / 0 i -- 1/ 4r 1 e I ii�� :111111111111 -11 ICI 111111111t1l RESTAURANT f ,o. -e THIRD FLOOR PLAN - -5TA+R NO. COMPLETE FROM SECOND TO THIRD FLOUR L/j `a s;[e°) if* Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation OA CONSULTANTS alialialiaaaaailaiWORMOVI Coffman VFT Engineers 720 Olive Way, Suite 300 Seattle, Washington. 96101 -1858 (206) 623 -0717 a REVISIONS OINIONIEMAINNAMOMMINI No. Date Item Gi!Y i I; • JUL 2 4 19137 NOTE: DRAWINGS SHOW GENERAL CONCEPT OF PHASING BASED ON PRELIMINARY INFORMATION PROVIDED BY BAYLEY CONSTRUCTION. FOR ALL REQUIRED INFORMATION OF OVERALL CONSTRUCTION REFER TO OTHER DRAWINGS AND SPECIFICATIONS.ACTUAL PHASING INCLUDING START DATES TO BE DETERMINED BY BAYLEY CONSTRUCTION. COPYRIGHT ©143 THE CAL! 1SON PARTNERSHIP Ct'ITi /Tl -lei '` If the microfilmed document is Is clear than this a APPROVAI S lafaainfaamommumsi Project Architect ETHERINGTON Drawn FAHEY /FIRTH Checked Approved Registration N SHEET TITLE ININNIIIINIONSI PHASING PLANS STRUCTURAL PHASE 2 86205 MAY 4, 1987 Project No. Otte SHEET NO. flasonyamisizsitignamomi PHS 2.1 01,r,Y lei L'1 I A J 1 , rl Ot' NjFEE 1. 19 Q PASHICes EN FrEl5 .Kr; RMt_OGATC ex15'rl LCI -- bLsPAR71..1EN S, INSTALL 'rem T 101,4 C.Ct•1PLGTE NE_' ' SFACE f5E NOT E5 A-) Mt..) 47) ) °Pet -J t=k_ OF-• E - -4 @ 1®1.47 1 1 INS -'•ALL T SMF'GF2.1F' t P,' T1TIC7NS DtEh.1C, ESC ALt\Tl� �zS ANC PA-%.7 i PLCGI �J4 FzMUl re... (sea _. 1401 -- e 4) T1-4 -u Cv)) FEBrZU/4.4R•• 1, 1°30e, 1=Lt=Vr�TIGt�J :AND EN-1'1'12.1 OPEN .11 1»111 ®e 19111111•111M111 IMO i 1861.a/shoes brass plu1 shoes + wawr.wu.r FIRST FLT PLAN p.L L re --!.if -: FZ. \R^r F ,CNS DEMC) .LEY •\' f_'r E /.t- -rL7 F.&T C -i FLCSC P AS r�LGr. . I FZEG (sae t TES 4) r` rrxe. ) NOra Se;" SHEET r i \ . ? r -CF2 FANR r 1T, G!v DETAILS AI FEBRUARY 1 THRU FEBRUARY 28, 1988 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 2 <i l • kro r3 r'~ 4 OEP- \I.T \tENT ItJ�•TALL rEhi 1--""F2T 7 (7T-IS DEh1C) /Ir -I E FCts. NEv-. -?AGE c° c N- TES Q.\ rT- .L) 4:) ) IN5''• . • L L TE:.1r+��t�, ET,.1C ._ t - 4 :1lzec NGT -t'=5 4- T 1-i L, 0 It ALL Ti Mrs. ^ ^�t\F Y l - &- Ir,C'N RAC (SEE t -40-1-ES ) L4i cue 1�1- ■iI e i o 1 �1 rL•i- sr,�ll {!x'13 ..'I i4 _ i ul�mer Nrvic OeItt J .0 GENERAL NOTES L7 PERSONAL SHOPPER Pee. 1, Ie1Vy .Clive Sporlawe \K1) CT't.tFC`RhFZ GI • - ! 1 117 Illioltilio n CIA.; 1_ERl - C:c•a1PL..C_: 1 � PCTI VE r1!<:7•• r•»- 'C:c_1•41eLISY- e Y,riTt -•, Fi - C*•t 1 C24-Eh1l7-eC, FO7. AF' 1L OPE ) tZ)ATer1 x -1 2, gan, Rs was s �I•r �a wo1 one lallore MF'C^ WNW IIII - 1 rae•u ilia. Iii � 11 rr1 . i^ 1,B • linperle - Goatee art ;- r1 III 1* u(IIlllllilli4ilNiullllllr �. !NE- es.L_L._ i EMFC `T F 4 TITIC`- %E IC ; Li =�/A rC� FtIL7 FAA, C r -i _ /' R. L_IR -bra (�E t. SECOND FLOOR PLAN I. ALL EXISTING VERTICAL TRANSPORTATION MUST REMAIN IN FULL OPERATION UNTIL PROPOSED VERTICAL TRANSPORTATION (ESCALATOR, PASSENGER AND FREIGHT ELEVATOR) ARE FULLY OPERATIONAL. 2. ALL EXITS (EXISTING AND PROPOSED) ARE TO BE AT ALL TIMES MAINTAINED FOR SAFE PASSAGE DURING CONSTRUCTION. 3. WHERE POSSIBLE, RETAIN EXISTING WALLS FOR PARTITIONING PURPOSES. IF EXISTING WALLS DO NOT MEET RATING • REQUIREMENTS - INSTALL TYPE 1 TEMPORARY PARTITION ADJACENT' TO EXISTING WALL. 4. REMOVE EXISTING SPRINKLERS AND PIPING IN DEMO AREA 04LY. REMAINDER OF STORE SPRINKLER SYSTEM TO REMAIN IN FULL SERVICE DURING STORE OPERATIONS. PLAN ALL WORK ACCORDINGLY AND WITHOUT FAIL. REINSTALL SPRINKLER PROTECTION (FOLLOWING COMPLE.TION OF AREA CONSTRUCTION) IN ACCORDANCE WITH BUILDING SPECIFICATIONS. L ,C.7. cI e.r' pia ,e: [A61 x&41 'A Iry -�.LL _.Er I ' ��'r Pt, ' DES •', /'.tvU CC ET= vr'T( S 4.; TF-J .. . ) <:.I K i''-J Ci 1_. .- • � , -,. E -�. � r IL r 5. PORTABLE MULTI - PURPOSE FIRE EXTINGUISHERS TO BE PROVIDED IN: A. DEMOLITION WORK AREAS. B. EXITING TUNNELS (BASED ON 75 FT. TRAVEL DISTANCE RULE). C. NEW ADDITION WORK AREAS. MINIMUM UNIT SIZE UL RATED 2A, IOBC DRY CHEMICAL. 6. EXISTING EXIT SIGNAGE AND EXIT LIGHTING TO BE REARRANGED DURING RELOCTION OF EXITS. EXIT SIGNAGE AND EXIT LIGHTING TO BE PROVIDED IN ALL TEMPORARY EXIT TUNNELS. 7. ALL TEMPORARY PARTITIONS AND EXIT TUNNELS ARE TO BE FULLY MAINTAINED UNTIL AREA WITHIN PARTITIONS IS COMPLETED AND SAFE PASSAGE TO REQUIRED EXITS CAN BE PROVIDED. REMOVAL OF TEMPORARY PARTITIONS AND EXIT TUNNELS TO OCCUR OVERNIGHT, DURING NON STORE HOURS; THE EVENING PRIOR TO OPENING DATE OF COMPLETED AREAS. 1 RELOC4&.Te EX t �T 1 NC-a o f PA FLT Met-41-5. I I-4 TALL.. t• -IS L7 E FOR 'J TES •4) TEMMF'. F'ARTIT 1 A0,40 bAF"'LEi- ?,o„� F;c NI 07_ ' _ r •- • 1cta iis I 1 se - tt 11E1 h= 6m1ii1 ®1 1Si1pa Isle I child en. shoe. children. apparel rat i easZea s O Pt--4 FEE'S. -t1. -- • • .- - Del• C.) E`=.Cr LJ--4 rc E- �:, �P-tD P».TC_� 1 F LG C: �2 p,. p... Er-,:t, 1 I .Q.I LL. r. _ I F7ELLX:}f�'f "e [=KI rIt•JG O Tes,Fi^- 1,,1E2-.ITt. INS'! L -L P y FZ "T 1 T I C` Nom' E-: ' -t :^ "t--I G� c C�1F'I__GT P FGIz Ivey,/ SP4C, `EEL tJ0 T I=S 4-) POI T OF VIEW .- _.t THIRD FLOOR PLAN L °0.5. /TEL. R.C?OM (Tf;M• Rt.lVT" Ir-IST'�•L.L f I- ,r --LDF /\ -- P-' - 'TIGtvS F=OR NEW SPACE (SEE r-LbTE -' 4) Tt-4RU ) LEGEND of NEW TEMPORARY PARTITION EXISTING TEMPORARY PARTITIONIEREciED IN A PREVIOUS PHASE) TUNNEL bras. pluin EXISTING OR TEMPORARY DEPARTMENT HENS SHOES NEW DEPARTMENT HIGHLIGHTED WALLS AND ROOM NAMES ARE TO BE COMPLETED AT OPENING DATE SHOWN AT ADJACENT DEPARTMENT K r by ; e) Aj n�ssaw. •rear JYu 6.0 ., La tali. V4111 savvy 1PRY) RIL 15.1190. ] N wpmena tallorel I (Th1F�' 11 E'SRAS� PLUM /WO IE GOMPLETG vv T N WORK Ot.tLY FOF tv1 OPN3t 4IN4 A D _ SHc.DES tc H T - i Apo WOMENS S brass •!um .hoes wwr. rnu.ro4. .4X III far) bad MCA ZEST FLOOR PLAN t IGTE . 5ee SHf^1:T Pr-4 A1. 3 FcF p 1T I'r'IOr -t D :TL`.1 LS MARCH 1 THRU APRIL 30 1988 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 2 J; _ tlj EL• 4 T E TE. 1iFC)R.^77Y Pj F .F_-r A 1.-4 C7 C. SPAG THQU ION'j -'' SF -1C•WN 'JF_MC' FOf2 t- v (EE• ) 5)� hnp'•10 pellieS iT- MPC¢s�jL.1' t 19 T(A1samM\ \ \\ ---f. _ 4- xr.••q..r•..p . Y J Er•1 �.l.+.ear. r:+1 C (- • REt -OGATE Exis -r I Nc, DEP.>F2TML -N 1 •.:). IN5Ti.LL, TEte!P Rn,Ft:'( PF- •RT1T1��t`dS bt =MO L\NL'� �r�tAI 'LATE I C - NEw JP�.GF (SCE 4 rL_,1• n)l \ SECOND FLOOR PLAN GENERAL NOTES r. ALL'EXITS (EXISTING AND PROPOSED) ARE TO BE AT,ALL TIMES MAINTAINED FOR SAFE PASSAGE DURING CONSTRUCTION. 2. WHERE POSSIBLE, RETAIN EXISTING WALLS FOR PARTITIONING PURPOSES. IF EXISTING WALLS DO NOT MEET RATING REQUIREMENTS - INSTAL..1. TYPE r TEMPORARY' PARTITION ADJACENT TO EXISTING WALL. 3. REMOVE EXISTING SPRINKLERS AND PIPING IN DEMO AREA ONLY. REMAINDER OF STORE SPRINKLER SYSTEM TO REMAIN IN FULL SERVICE DURING STORE OPERATIONS. PLAN ALL WORK ACCORDINGLY AND WITHOUT FAIL. REINSTALL SPRINKLER PROTECTION (FOLLOWING COMPLETION OF AREA CONSTRUCTION) IN ACCORDANCE WITH BUILDING SPECIFICATIONS. 4. PORTABLE MULTI - PURPOSE FIRE EXTINGUISHERS TO BE PROVIDED IN: A. DEMOLITION WORK AREAS. B. EXITING TUNNELS (BASED ON 75 FT. TRAVEL DISTANCE RULE). C. NEW ADDITION WORK AREAS. MINIMUM UNIT SIZE UL RATED 2A, IOBC DRY CHEMICAL. 5. EXISTING EXIT SIGNAGE AND EXIT LIGHTING TO BE REARRANCZD DURING RELOCTION OF EXITS. EXIT SIGNAGE AND EXIT LIGHTING TO BE PROVIDED IN ALL TEMPORARY EXIT TUNNELS. -- tvtAF2!_ ri 1 , 19E-.‘3. f r.1AI N 4 A•.11 1 :5-)G IT PFa0 M RING Cc. -i •' 12lJCi 1Cnt) row..ww.reo !1111' it of s.n a ?; f�) i'• 4) 6. ALL TEMPORARY PARTITIONS AND EXIT TUNNELS ARE TO BE FULLY MAINTAINED UNTIL AREA WITHIN PARTITIONS I5 COMPLETED AND SAFE PASSAGE TO REQUIRED EXITS CAN BE PROVIDED. REMOVAL OF TEMPORARY PARTITIONS AND EXIT TUNNELS TO OCCUR OVERNIGHT, DURING NON STORE HOURS, THE EVENING PRIOR TO OPENING DATE OF COMPLETED AREAS. •, 1. • r'�r. .,. 4rf, ".. r . -i~r 3 t,..l: ~, ` C3 C 1 (hiss 1 1111C1II 111411111111 chIldrbne shoos FtEiiTIUTTAXT children. appare Iff(111iI111811 - S L - EL_C>c:vTF TEh1F :F,,r \SLY P/- T;ot�t� (GEE 1-1c) V S) T )-i pzu 5) ) THIRD FLOOR PLAN 1 LEGEND ® /BGi111111 MENS SHOES NEW TEMPORARY PARTITION TUNNEL EXISTING TEMPORARY PARTMON (ERECTED iN A PREVIOUS PHASE) EXISTING OR TEMPORARY DEPARTMENT NEW DEPARTMENT HIGHLIGHTED WALLS AND ROOM NAMES ARE TO BE COMPLETED AT OPENING DATE SHOWN AT ADJACENT DEPARTMENT NOTE: DRAWINGS SHOW GENERAL CONCEPT OF PHA6NG BASED ON PRELIMINARY INFORMATION PROVIDED BY BAYLEY CONSTRUCTION. FOR ALL REQUIRED INFORMATION OF OVERALL CONSTRUafION REFER TO OTHER DRAWINGS AND SPECIFICATIONS.ACTUAL PHASING INCLUDING START DATES TO BE DETERMINED BY BAYLEY CONSTRUCTIO1‘..T© In THE cALL60N pAR Ilil�illllililil�ili! li ;lill�i11111ii11iiII�111111�! 1111111111 ,i111111I111111111111I1II111+i 1111111111111111111111111111 11111111111111111111 1111 1f 111111111111111111111 ;111111111111111'1 10 11 12 2 4 5 6 7 8 9 1F tha minrnfilnnei rinnl,mant in 1ann nlaar than t.rin The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623-4646 The Callison Partnership Ltd., A Corporation CONSULTANTS StISESSASIMENSEMININMEI No. Date Item NI APPROVALS 1/11182131/1111NXIMISIMMISMINIBB Project Arch:tect Drawn MIYASATO Checked Ap roved • STATE OF WASHSNIGION Registration PHASING; PLANS ARCHITECTURAL PHASE 2 86205 MAY 4,1987 Project No. Date is SHEET NO. Fai.MnswastoszniS PH A2.1 Pgi./IgE AS Ih t1IPh�O !N TI ric J tD APti�A, FOP) (Z4010,4910.4 0 e. com PLEr. F..LECTRICR IN PAKTI TIOt.J POP) N rrlJ 9FONCe. E:aJ.G" h I Cs'.1. A' P 11;Ihto r I 'Ji�.i'Ir1Tit OP' e<ivri JU i'/P.eIII/ WardirAirAgramir 6��.iillJrltitti�MIi118►.,� / I a -c) • shoe; Pct Eacx`f) 4 F 15T FIRST FLOOR PLAN I � I FEBRUARY 1 THRU FEBRUARY 28, 1988 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION I � , PHASE 2 r .r , t 11 brass Blum ehoea IFNI WA • TWA PAST FLOOR PLAN MARCH 1 THRU APRIL 30 1988 NOTE DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 2 -0 i 1°)W IeoF✓ ------ 1))eq..11Nt..r) IN PAihTITI©Ne,7 AP.I A PCP. De.P4Ot<.I TI O'J . exEGvrE CAL. RIITIO∎J P,E'/ * �t•s;C.TP�1CAl. AS 0.1tc;ZJI Pir.0 j J PAhTITIONPO ANCPA 0-C??' Di~ 1OI.! riOI4 Q �OMt'�.E.iE► El £C•TRICJ L NOPu►) 11.4 NI TIOJ .O AP)E. N Is-oh NSWco �J 1 1 ! ¶ 0 1!II0iII 0 , tllllll 11111111 Ul iiihiip 14.10(101101111 lingerie rilarAPTIOSPE r4 VA VA PA airfelffrAPA simirgica a sot a— . Iti Ali +ItilH�'I'll�!INIi;K�►'! ,YC.WK..,O.. REVI� ,TRiCA�. F R . .CAL -now ioF lff�'TI�.IC� SECOND FLOOR PLAN ' =xi p E.LE.,-r IN IaAhrl r!CI.1eO FOP-) • J ►.J °J�C.E le, `% eA/itlV Plr 1.11PPC.0 N PAhririO'JED APItAs =oP9 DE:010.1ri()J. PERSONAL cu -t warn nervic savvy w¢mone tailore CAr11PL t WON') iN Ah:A Ne.a15P . V (K) CI) ��NJ (`) warm 4IJ P�E>✓' e. 4, -Nic'L z., P U i P) E;0 I ral TiT'IC�N�L7 AC . PtAit6t, Bt.�GThICAt_ - A' ;`)t akt.h ~fly — 0 10L,I r!Olel OP- tX1S7I1,* NOP)f1 A5 ►'�E U P'tF.0 rrITIONe.0 AP)EA- A5 Ke. i.JI � Ira _. ,o Pawl TIOW Aht.At. T OF VIEW REVIoi. E.I.F RlCAL R t.ARED ►2R erick-1: itow O EgI£z -rIkJ THD FLOOR PLAN \. , at `r <! ,y F.I.F.C."PIICA� Iti PA►1riT1Q.. J APIF.A At) PI I P') ' Orotelow. IO!J. COMPI.e,Tl;. PAF'/TI nON AN e.A Fc fS 44J 5Pf Cdr/ P1,.CT N,. rNC.AL rJaFVn ►'1 g. 1.1tPPF.O TO 1A0j1TiNk: PO./L. NOC3MI hlidr no ehoes cnildr ns apparel 1 -II, t/III *HMI T I I; sue° 111�tlllllll�llll. iiiil 1[1!1111 Imo tie Wiles .,,..,«.K.,,.« i strar AvrArAirmia Ifirirer � ,c.. .,.,,. .■d 21\ SECOND FLOOR PLAN J k C tt.Eac.7NICAL A`.3 ?, t1! hap IQ PAW') riowto A?"IC,A PcIP1 ioe.MQi.rric P4. IIIIIIIIIII! IIII�IIIIII IIIIi�IIII! jI 1Ijlll1111111III1III1IIIIIIII111IIiI !IIII' VIII l ljlll1IIIjII! IIIIIIIIJll111111 11111I!Iill111111 111111.111111111111111111111 111111110111111111111111111 9 10 11 ...t4 ,.F� . 12. 0 2. ' 5 6 7 8 S•k.kdi�UXfi1x. Tf tha ,oinrnfilmn.l Ann.,n,ant in laoo nlonr hhnn thin IMO FLOOR PLAN Lli' OF TwciViLA I\PPP(1'it-1) JUL 2 4 1987 I:.. . ..,v... NOTE: DRAWINGS SHOW GENERAL CONCEPT OF PHASING BASED ON PRELIMINARY INFORMATION PROVIDED BY BAYLEY CONSTRUCTION. FOR ALL REQUIRED INFORMATION OF OVERALL CONSTRUCTION REFER TO OTHER DRAWINGS AND SPEC?FICATIONS.ACTUAL PHASING INCLUDING START DATES TO BE DETERMINED BY BAYLEY CONSTRUCTION. COPYRIGIfrQ IN Tttf CAWSON R#RTN[RSHtp The Callison Partnership Archi•ecture Programming Planning )nterior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The (Alison Partnership Ltd., A Corporation ■ CONSULTANTS ISISISMEMISMENEMaNa HARGIS ENGINEERS MECHANICAL/ELECTRICAL CONSULTANTS SEATTLE, WASHINGTON 20& 824132 4 ■ R VISIONS No. Date Nom APPIAOVALS monecsamammismilienna ceftErallMatUA Project Architect Drawn 4d6. ir0 .H Af3I' 1 Checked Approved Registration sHWf rau PHASING PLANS - ELECTRICAL. PHASE 2 86205 MAY 4 1987 Project Ho. Date ®S*IZ :r NO. INGSMaggaiNIMMINIMI PH E2.1 (f; r!'i) Ti I L 1 I Ib • tip Pl4it161)4(.1 P1EZZOI Ps,E.,41) ; PAPITI rIONVid) AA PCN C.011 Plire. PA,P11- I T10.1 ez) AA roP-% NJ c)PACe, tt: PLJI'l KIC2 Pei:, FON DeeMOLITiOhi or- e..)(JTu4C 66C-ALATOP*. - - 6) shoes Wiles olu shoes 4 x 1 r3e. 111.1-4-41311,1 bte5) Lil T1 LICI FIRST FLOOR PLAN •45••■•■■••••sa 1.0•7164 FEBRUARY 1 THRU FEBRUARY 28, 1988 NOTE: DATES PROVIDED BY BAYLEY UONSTRUCTION !!? .....m...somms•Pansmommraletscrer PHASE 2 PLAJ'41ibINCI - kV-0'1AS P.1e.eqJ,N,..o IN! cou"1"!no.p.z. hea PL,Jr-it ;Nt).11-ITICNED_ e'NA FOP rk) hr-'J. PL.LiM1G AS P*)42,L1IP)tZ) r-----------------A.P)F:A . r-00) oemo-rnot..1. ___ccp.ipt,v-e,, PL.Lim..ic.., r4CDP) 1'1 $ PA\ f:").'i 1.10i.4 r:.C) .‘\.NE.4■ FOP) N.I e4...i f;,,k(..z. o (el 'Y 4 PETISONAL 'HOPPER --' <62 H.flY .o Ae., !Ve-- ,F2atre-r,S iPLIJM51r40 KoTri 64 N1 (01 w 1ALi,214.1..1‘..Y. PezZ' 6 lia_iv:,';IAL.t.av jezx Li 1.' , Hest A -I (1.1--)!__Ig-.2g,=‘..4' L-1 1 L -(, _ - _ _ - _ - scOve spotiswo IS ••• . • 11 N MID "L41111110 _ _r lingerie r L .1=1 FeEOI".- 4,00. . • oat(' wo en: tailor° a u.- AZfre WArr 411 lr . 411 kii iwysapt inert mi. - 41-.. il pp- Wail EMpi r 3 k JakV -.,_ -rr 1r Iii om mikhotap •er I, SECOND FLOOR PLAN f•Val., •TOC• ff et) COM Pt,t7E, RAJ e3iK4G ,• 2 K ' CON1PV.:7S cjuk.;F-1 s4C) pke■NririoN1t,C AP') •••. = PaliPt1(.7 A' ririor.Je,C) ' NOTE. . f.t.)k,srwc, P-)eforP,co-1,6 -0 6.4 •■1 OP P-%);41ANTIC3ki k"t. co-IPL.e.-to iN) ; 5 fflitsio0111,_ ulp1811 t4Ohe) !NI PAP)TiTt0Qt.0 - _ _ AA r-C9) Nei.; 5-PAC& FOIST FLOOR PLAN ...•■■••■••■■■• ccripLt.re. R.L.ImPAN/e 1•4m.i 416 T WOhr) OJLY FOM V?e, Pt-1.k 4 Wall e.14 MARCH 1 THRU APRIL 30 1988 NOTE: DATES PRUVIDED BY BAYLEY CONSTRUCTION PHASE 2 SECOND FLOOR PLAN I ! 59 9;.41)-leNG hURL.11P,,t0 PAPi"Ino,.4e..D J. NOTE: lk i 1.• TF"°22==m12 OPU•ION1 th.JTIL Ne4.4 AM. COM P1411") AC.A.46,M 1111111111111111111!IIIIH1111111111111111111111111111111111111111111111 11111'11,1u (6) J s‘iG AS N!..AL2) A?)A r-•0P' /-■ 6.3 4' rF) ''...::% Cf-I '-;.' 'ti211 C.ri:j -'-!) -... . . i i I i ' I j ! i ' I 4 i_ ___ _____.r.-_-___ ....- ..-1.-=-7-- -9 _ . ___.. ■.,-.) 11111i child ens shoos r)&..mo,..17) 0.1 04- F;AISTIP•JC2F.r.SCA,A-09-IS i■JG h.tOhl+.) P•)taZijIP)e,0 i r r'10.1 C) ,•••••••1.1.1pOw■ ILIal••••■•••.1.11. &NG Jo AS he..4,L.ilhW 4.4 r›,\Fy'llIC>Net) A-stAS- - - ----e POI T OF VIEW thAlkilhilkilli 1z5 F471:z exr roa:s LI 1,1C:0 11-CD FLOOR PLAN Ji rwy.1 nowt.° AF61tAS htS(Ulht0 FOh Ott-'10L.IriOr4 CAM PLoYee 61N* t.i0?)e) i Aht-oob Poca) capAce COMPI,trt. Ft.dtlem.K.1 0.10VVI IsJ PAPITITioNe0 •09 1 New 11111 I It II 1 i 11111111111 j_ 1 11111 111111 1 1111 111111 I 11111 11111 I I 11111 11 11111 111111111 i 11111 111111111y j 1 -111-RD FLOOR PLAN r OE To;LA ApppoIrr 1.3 JUL 2 4 1987 r,_ NOTE: DRAWINGS SHOW GENERAL CONCEPT OF PHASING BASED ON PRELIMINARY INFORMATION PROVIDED BY BAYLEY CONSTRUCTION. FOR ALL REQUIRED INFORMATION OF OVERALL • CONSTRUCTION REFER TO OTHER DRAWINGS AND SPECIFICATIONS.ACTUAL PHASING INCLUDING START DATES TO BE DETERMINED BY BAYLEY CONSTRUCTION. 0,011 Attott COPTIOCIHT © 196 THC CALUSON MPITHERSHIP The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (ri) 623-4646 The CaIltson Partnership Ltd., A Commotion Ed CONSULTANTS PRISIRRIZINEIMMESIVESSISIMIS HARGIS ENGINEERS MECHANICAL 1 EL ECTIVCAL CONSULTANTS SEATTLE, WASHINGTON 203-81)2.6452 RIVISIONS 111111111111211111111111/81112ILISEENIIINAI No. Date Item • -0 El APPROVALS ISISMIRRISIOSINAWNIEWEINIRSI CAElealinillataratmeL Wbject Architect B.PRESTON Drawn A.HARGIS Ch4ckell Approved Registration SHEET TM-4 11111MINSOMIIIMINIPAININ PHASING PLANS -4. PLUMBING PHASE 2 88205 MAY 4 1987 Project No. 074‘e. EV MU Pra. PH. P2. FIRST FLOOR PLAN -1OTe• SEE '.✓-HEE'1' PHA1 ' FC)R PAFiTI r'CN IDETAI LS MAY 1 THRU MAY 31 1988 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 2 I CA) dJ r) Q REt..OGp'.TE EXIT11-- -1 OGPAiv- .1- ME »N-T INSTALL -T-en1F'C %2 -,0,RY PAP-.7' .YIQNS ')ENIC: p.Np c:_01.IPLE'ra POP- NEW 'SPA,Gc (5.,,e -4Cf-r ' 5) r l jxlJ !91 ) r „J . I . �. it-1 1 � i (Y ,:,.•.,q• cusl mar aarvlc• »e.aar.er.. r- {ej Illjl(1liullltu_ OPEi -I t,1 17E'^o r qi -- OPE,.1 M+Al PET ;-re. fr'GCU3- Cot. ✓tF.':_t= }WITH NF-IT YVQ�Y` ,, ONLY c Q M p.Y QPENt1 DA-r •••■•n•a.y IV JT J. .._lam - r-yr•' P;: QL++Z`r. C>• -�-:'— — 1+1c DE �'C /er 1✓ �G1.TPLETE FCi- '-:E V. 517 C. t� (SEE 5; '1F24u 5'. ) SECOND FLOOR PLAN GENERAL NOTES I. ALL EXITS (EXISTING AND PROPOSED) ARE TO BE AT ALL TIMES MAINTAINED FOR SAFE PASSAGE DURING CONSTRUCTION. 2. WHERE'POSSIBLE, RETAIN EXISTING WALLS FOR PARTITIONING PURPOSES. IF EXISTING WALLS DO NOT MEET RATING REQUIREMENTS - INSTALL TYPE I TEMPORARY'PARTITION ADJACENT TO EXISTING WALL. 3. REMOVE EXISTING SPRINKLERS AND PIPING IN DEMO AREA ONLY. REMAINDER OF STORE SPRINKLER SYSTEM TO REMAIN IN FULL SERVICE DURING STORE OPERATIONS. PLAN ALL WORK ACCORDINGLY AND WITHOUT FAIL. REINSTALL SPRINKLER PROTECTION (FOLLOWING COMPLETION OF AREA CONSTRUCTION) IN ACCORDANCE WITH BUILDING SPECIFICATIONS. 4. PORTABLE MULTI - PURPOSE FIRE EXTINGUISHERS TO BE PROVIDED IN: A. DEMOLITION WORK AREAS. B. EXITING TUNNELS (BASED ON 75 FT. TRAVEL DISTANCE RULE). C. NEW ADDITION WORK AREAS. MINIMUM UNIT SIZE UL RATED 2A, IOBC DRY CHEMICAL. 5. EXISTING EXIT SIGNAGE AND EXIT LIGHTING TO BE REARRANGED DURING RELOCTION OF EXITS. EXIT SIGNAGE AND EXIT LIGHTING TO BE PROVIDED IN ALL TEMPORARY EXIT TUNNELS. tS FIRST FLOOR PLAN NOTE. SEE C H men— PHA 1 . 3 Pk; FR- F--b•s TIT QN4 JUNE 1 THRU AUGUST 31 1988 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 2 Rat OG.vTE gx I'S -r1NG DaRAFZr i r--4T INST ALL T- �IvtPOtzAF2`1 f=,' rt' IC-Na DEhto ANTI COMPLETE FCie NEVI 5 (SEE NO`rES 3) T+ -4;2.0 5) ) K7 K M ;c 3; C f e.? 6. ALL TEMPORARY PARTITIONS AND EXIT TUNNELS ARE TO BE FULLY MAINTAINED UNTIL AREA WITHIN PARTITIONS IS COMPLETED AND SAFE PASSAGE TO REQUIRED EXITS CAN BE PROVIDED. REMOVAL OF TEMPORARY PARTITIONS AND EXIT TUNNELS TO OCCUR OVERNIGHT, DURING NON STORE HOURS, THE EVENING PRIOR TO OPENING DATE OF COMPLETED AREAS. 0 C-5 C er e.. 5i .55 .JxCL457- 5s I PEROCINAL • • .uMOCwupa. nea e) .u. Itat cOMpLe I' Jv v t, I F$ •••• •,YP..•• ar 7 >< ( 1 C7-17; SECOND FLOOR PLAN GENERAL NOTES 1. ALL EXITS (EXISTING AND PROPOSED) ARE TO BE AT ALL TIMES MAINTAINED FOR SAFE PASSAGE DURING CONSTRUCTION, 2. WHERE POSSIBLE., RETAIN EXISTING WALLS FOR PARTITIONING PURPOSES, IF EXISTING WALLS DO NOT MEET RATING REQUIREMENTS - INSTILL TYPE I TEMPORARY PARTITION ADJACENT TO EXISTING WALL. 3. REMOVE EXISTING SPRINKLERS AND PIPING IN DEMO AREA ONLY. REMAINDER OF STORE SPRINKLER SYSTEM TO REMAIN IN FULL SERVICE DURING STORE OPERATIONS. PLAN ALL WORK ACCORDINGLY AND WITHOUT FAIL. REINSTALL SPRINKLER PROTECTION (FOLLOWING COMPLETION OF AREA CONSTRUCTION) IN ACCORDANCE WITH BUILDING SPECIFICATIONS. ' 4. PORTABLE MULTI - PURPOSE FIRE EXTINGU!SFERS TO BE PROVIDED IN: A. DEMOLITION WORK AREAS. B. EXITING TUNNELS (BASED ON 75 FT. TRAVEL DISTANCE RULE). C. NEW ADD! i ION WORK AREAS. MINIMUM UNIT SIZE UL RATED 2A, IOBC DRY CHEMICAL. 5. EXISTING EXIT SIGNAGE AND EXIT LIGHTING TO BE REARRANGED DURING RELOCTION OF EXITS. EXIT SIGNAGE AND EXIT LIGHTING TO BE PROVIDED IN ALL TEMPORARY EXIT TUNNELS. gal.,.`nhs�4'1.; IitlIIIII1III!iHII1111111111111 111111111111111111111111111111 11111111 7 4. C. 11 ) 6. ALL TEMPORARY PARTITIONS AND EXIT TUNNELS ARE TO BE FULLY MAINTAINED UNTIL AREA WITHIN PARTITIONS IS COMPLETED AND SAFE PASSAGE TO REQUIRED EXITS CAN BE PROVIDED. REMOVAL OF TEMPORARY PARTITIONS AND EXIT TUNNELS TO OCCUR OVERNIGHT, DURING NON STORE HOURS, THE EVENING PRIOR TO OPENING DATE OF COMPLETED AREAS. Y IM CHI Los -el-I AF? PA) El_ CC'MPLMT'E” µ/ITN t41GI -IT WO -K ONLY FOR JUrt C71.-C1 -it )`tCtit c -\TSr 0 1 !) IDS 1, 'f IY(Y isJ : e t —41 1 anolefaene ssssss el /IIIIIrflCII1nIIPI /I bPCt MI-.Y 1.1 THIRD FLOOR PLAN LS, L K71K, — 1 Nrj'i ALL TfrMPORAF2Y P.5.T ITIUr I�> DE1.40 A 4r' C�>MPLe.TE FO!`? r-:E N `�PAGt✓ (SEE -r- r- tFeL.) 5) ) LEGEND rell1111111611111 NEW TEMPORARY PARTITION s ssss MAIM EXISTING TEMPORARY PARTITION (ERECTED IN A PREVIOUS PHASE) TUNNEL bras• plum EXISTING OR TEMPORARY DEPARTMENT HENS SHOES' NEW DEPARTMENT HIGHLIGHTED WALLS AND ROOM NAMES ARE TO BE COMPLETED AT OPENING DATE SHOWN AT ADJACENT DEPARTMENT • I l-' 1.2•211.011•1111 SCOT ALIRANT ..a (0121r t 1124.1 222/22,02 • .ca.•..•w.,• CUSTOMER SERVICE "" QPL_rt JUNe I, 191 - -_ ! I -ill 1111liI THIRD FLOOR PLAN {� 1 1�T 1 —� ..' LEGEND NEW TEMPORARY PARTITION Eft *On11 MI II ubuteaumave brass Alum t,I£Na SHOES CITY OF Ei.ifilt' i_Ei [11 }', ?nt;r,l, 1 JUL 2 z 1987 EXISTING TEMPORARY PARTITION (ERECTED IN A PREVIOUS PHASE) TUNNEL EXISTING OR TEMPORARY DEPARTMENT NEW DEPARTMENT HIGHLIGHTED WALLS AND ROOM NAMES ARE TO BE COMPLETED AT OPENING DATE SHOWN AT ADJACENT DEPARTMENT NOTE: DRAWINGS SHOW GENERAL CONCEPT OF PHASING BASED ON PRELIMINARY INFORMATION PROVIDED BY BAYLEY CONSTRUCTION. FOR ALL REQUIRED INFORMATION OF OVERALL CONSTRUCTION REFER TO OTHER DRAWINGS AND SPECIFICATIONS.ACTUAL PHASING INCLUDING START DATES TO BE DETERMINED BY BAYLEY CONSTRUCTION. COPYRIGHT6196 THE CAILISON RARTNERSHIP *+'- t ' Ts •'? `' IIIIiIII�IIIII��IIiIIIIjIIIIiIIIII�I. I. I! III1111111�1111i111i1111Ii1i1 ;�11111111!IIIiII!WI 7 8 9 10 11 wnt,,,,Iwo:, 12 IIIIIII111IIIIIIIIII11II 5. 6 The Caiiison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle VVashinrton 98101 (206) 623 -4646 The Caliison Partnership Ltd., A Ctxporatinn MD CONSULTANTS 0 REVISIONS No. Date (tern is APPROVALS ONSONSOUNINEMINGOVINGIN CREIGHTON /MITCHELL . t>«c;octAsdhitect.. . MEW Drawn M IYA SATO Checked Approved -.OAR Or vTASMINGION Registratior'. IR SHEET TITLE VIZZEMISMERIONNINESSINS PHASING PLANS ARCHITECTURAL PHASE 2 86205 MAY 4, 1987 Project No. Data 111 SHEET NO. PH A2.2 lJJ ,1 0 Y � 1 WOMENS SHIES ..,..,...,...,Y Oard .,ev. FIRST_. FLOOR PLAN _NA AKA 61e• Yc,•:w..,.•l "WOO lox MAY 1 THRU MAY 31 1988 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 2 w.. 5.. s1. 1, r--4 C 1 /1.4 4 . T 4 COMPLETE DEMO. Or ENCiSTINC'I MECI -IA; .1i CAL. WORK AND INSTALL- NEW HVAC - 'ISTCM FOR WOMENS TAIt_Oi2EO CLOTHING rDEPT• 0 'Ai - 10, 1' fi {3 i Tint, 121, im ..mil Y„V<OFIY..,YY polies _.....,.,.e.y • Y\Ij.Y YKA. r. 1 COMPLETE DEMO. OF ExIST11.K:, MECNAKJICAL 4'ICDr2K A1uO COMPLETE NE0., HVAC S•/STI ,m`5 5E12VINCa •'r+TOGK At1v OFFICE AREA`„, SECOND FLOOR PLAN GENERAL NOTES: 1. All existing retail spaces open to the public during remodel shall be ventilated per code. 2. Temporary exit tunnels to be ventilated per code. 3. Duct penetrations or other openings in temporary fire rated partitions shall be protected by fire dampers. '0 « .,,,A .,x. .1 comPLETE. IN:STAI_LATiON OF NEW HVAC `JYSTEM9 SERVINCa EMPLOYEE LOu1.1C4 AKIO SUPPORT ARCAS, C; N1L.'TJReN.1 SHOE S'•1'©c. . r COMPLETE INSTAL.L.ATIOPJ Or NEW HVAC L3 ,5"rEM 5ERVIKJr3 C4-4IW{2Et' 5 APPAREL DEPT. wic -,NT" WORK ONLY. 10; FJ -T 'ti 1J 1 ' \\ RF.$TALmANT !I. • asautps COMPLETE INSTALLA'{ OF NEW NEW HVAC S`rSTEM`3 5ERVIIJCP CUSTOMER ARCH, STC1CiG ALIO CDFFICC A2EA`J. L.� T THIRD FLOOR PLAN orlP;.41_ vFMO eK191'. MCC, A.. fr4e7eK ^NV CONP‘..E116, NEW 5Y575.N15 S�fLV Ir.IG Hot -i5E• c E :P NG AN f7 'VGEI�, . ORaS5INCI �c 1S 1 (.6!r.4; AJ 4' The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation ■ CONSULTANTS PSF INDUSTRIES, INC. P.O. BOX 374T SEATTLE. WA. 08 124 (206) 622-1262 iJ REViSiONS No. Date Item ^DEMO EXISTIt.JG MECHAtQICAL- w1:RIG ANC I i TAL -L••. NJEW 3YSTE A SERI I LI OFFICE AK-10 uPPORT AQ.EAS. Fr I ' C Y 11 L1% L K2 K •Q C5 C 9. 1s. C3 C a, Bi 00 '5— CAL AZAD -55 � I AMY. 1. �.. C. (. .r- !IiI 1L_1 �J �l • 1 .pia.. ev+.a.. 1�aamaaaeali 1aas` RESTAURANT aV115550 va 1 rnam.er.Y o.ew•. a<. .ac. ., • Cfp.1"168 kaPARR. rIt 1=b :4 M ».� BR/S3 PLUAE ■a • YYYd..,. WOMENS SH ES Ji t:K CUSTOMER SERVICE il0 J uod.ww. ns,..o. 1•ao 51 WA 1 WM. 4 ..Y WO* 11,O(• ,e« .50.•0.,5.. 7770 VY.A• 11,11114 • FIRST FLOOR PLAN 705.777:0,75900 F1 .s • r l-- Y.W Wn O _ . I0I• JUNE 1 THRU AUGUST 31 1988 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 2 i .r;') SECOND FLOOR PLAN GENERAL PJITES: 1. All existing retail spaces open to the public during remodel shall be ventilated per code. 2. Temporary exit tunnels to be ventilated per code. 3. Duct penetrations or other openings in temporary fire rated partitions shall be protected by fire dampers. �A5 ?{A.4j 'AI • I iI 1I 1I lI i IC 1 i iIiIl i i iIil I1 i1 11 i1 11i1 11 i1 i l 1 11111111111111111111111 i iI lI l iI i1 1I 1 IIiIlI iIII i1 11 i1 1l1IIIII II1li 111 I 1i i iii IIII lI iI li il ll il Il il l l lil i p .(, 1.,•. -., 1 2 3 6 5 6 7 E 9 10 11 4001 e,1.F. -- 12 +k n`;,If the microfilmed document is less c:ear than this THIRD FLOOR PLAN (4 ;II ;.) 429 - 1 >> are Cif' TINViLA A n)r11rFD JUL `14 19Ei1 A) . :1f`0 NOTE: DRAWINGS SHOW GENERAL CONCEPT OF PHASING BASED ON PRELIMINARY INFORMATION PROVIDED BY BAYLEY CONSTRUCTION. FOR ALL REQUIRED INFORMATION OF OVERALL CONSTRUCTION REFER TO OTHER DRAWINGS AND SPECIFICATIONS.ACTUAL PHASING INCLUDING START DATES TO BE DETERMINED BY BAYLEY CONSTRUCTION. • .,,:7575313 sr 792. :.L'r. ; ?Y 7!4: ^; .• COPYRIGHT (c0 190 THE CALLISON PARTNERSHIP ®APPROVALS NIMUMIENICSMEManamism CREIGHTON i MITCHELL Project Architect K. TAYLOR Drawn J._RAMSTEAD Checked Approved v Registration 1® SHEET TITLE. PHASING PLAN MECHANICAL PHASE 2 88205 MAY 4 1987 Project No. Date El SHEET NO PHM2.2 id 44. CF7 1,■,1) FASIION •.:44.4; 44- .4 .04 • -4.141.41. WOMENS ES • 4.1.9.4.444. 4.1 LiJI IVO. Ae ay.14114.61/11. MST FLOOR PLAN .1411•41:444.4110041114•141*. 44•104■144•■•••■••••=11177•11,41MillOMIIII NOW !WV 1.04 -"f 144.0.1■644.4.41 40.4141 MAY 1 THRU MAY 31 1988 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 2 i t „ \ • _ •444-44443 •?\ --e 444■114.3440 h. 1.4•4 uca .944400 ..4.44I 440. 11.-J FIRST FLOOR PLAN JUNE 1 THRU AUGUST 31 1988 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 2 ri.":4) 6.) `i- f I '!! 1 „ • c ......... purr 81.44 ; •40Ca.4.4.4• f<6.N/I8E- PO peon rcr. ceme7L4T 11,1 FitwriTioNe-47 e,ise" 1111111114' 11 I FARS WASP '1 • WeiN,744.q AW: bib bib Y 01. POISON& 0 144.4.411 • 1:1 LTA !IT_ / - - - „worn ELt.C14-• �!J PA 1-0.4 e.,) \ th ESWYOP) NE.41 6PAC.f. - - - n a lallored 4 6...I., •:4-- penis, [-JUMP DM. I- 111411,01_ ; L. _ , •,e..,..o) 4 c.o.1 pi.era ot,-P, 1 1,41 11=174:741 G HT i.,1C:$9h9 - e- , • 1 I : ! \ 4-1 1 - - . 1 1 ,__ wiiUii I CI MI/GINI•4111,1 111 01 mNm- U444 -PvC•41,T • P) 1 \ \ •oen 11.444C044411.21140011 44i . =MO Hll mut GVIrt-E-11 !i..1 "Alk PRE-r-t PoPs)' SECOND FLOOR PLAN 4•14444.4 heAfibt• ?.(.4%.011N CAL. A P.NGILii0 P' TI row e,9 fr.oh ptiviowr100.1. fly COM r Ft CI CL 1 Nighe) IQ p,A,P,ri now .0 -Oh 11-1e4J 'r • --- - --j-} --,. i - -11-- - T -- - - - ‘,. ! , (.1 ,44T1 I •4 L14..."44 • f,i7'!1 I I ! • I J .4444...0.1•ce am& 447.4.44.44 II MAWR 10.44. 1.1 ET\ SECOND FLOOR PLAN , --iTT- 1 i 1 i . 1 I I '''1') 11 '''T ii.14) i'■) .(!. '.-4) j:,••■-) 1 .. • .. . . . • • • '.:1••• •• ...• • • • - -. • • ) • • • i•-•• ••.t • • ) • • •• .• • • • • • • • • • , • .r.;4:.•■••••..•■••c"..1••••.<)',... ••••?.;:.',.•'-••...:7;?';7."•;.- • •:•!-Y.:•:. • ‘.••••• • • • Iff114 (01-1PLEXE ELECT', 040P10.) PA"ri NNW AP•seA P•Oh cci) 14) 4 1 RE TAUFAKT ---- -Ca) „ IiH 121;_l _ arc aims 4414.10. ei.e.C..1"11 CAL. AiNt IN FANhT'ino,ie,z) Da-IOLA ricx1 THRD FLOOR PLAN 6111111a 1-14,4(1, Lis, , Li I I I I i _ 1 I _ ! ■ II. 1 ,....., com LATE. PAfjiVriO NP SPA l'FzicAL rC 0P) Ne.4.1 '!) i),r) 8 Ci) TIA.Mce tr- 1.4.111■11.1.4 r I . CUSTOMER SERVICE ' 81.81.81111 1114414.0 THIRD FLOOR PLAN CITY OF TUMVILA APPRnvr 0 JUL 24 !987 :;:;:, NOTE: DRAWINGS SHOW GENERAL CONCEPT OF PHASING BASED ON PRELIMINARY INFORMATION PROVIDED BY BAYLEY CONSTRUCTION. FOR ALL REQUIRED INFORMATION OF OVERALL CONSTRUCTION REFER TO OTHER DRAWINGS AND SPECFICATIONS.ACTUAL PHASING INCLUDING START DATES TO BE DETERMINED BY BAYLEY CONSTRUCTION. • 111111111111111111111111111,111111111111111111111111111111111111111111111 111 111111111111111111111111111111111111i11111111111111111111;11111111,111111111111111111111111111111111111111„Llai!,IIIIII 0 2 5 6 7 9 COMUGHT Trig CAWSON ARNE MHO' The Callison Partnership Architecture Programming Planning Interior Design 9423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623-4646 The Callison Putnership Ltd., A Commotion SI CONSULTANTS SIMISORIERMINEMERMIS HARGIS ENGINEERS MECHANICAL 1 ELECTRICAL CONSULTANTS SEATTLE, WASHINGTON 2084824452 REVISIONS 111111111211111=111111111MMIMMIN No. Date Item APPROVALS 1111111111111Naingamisomm IRELICQB_ELL: Project Aechitect R.D.OLSC)X__ Drawn CILIDJAEIEraL._ Checked Approved ovrolloweemenr..410... Registration SHR ET n 2,1 1111111211111/111111111851 PHASING PLANS ELECTRICAL PHASE 2 86205 MAY 4,12.az___ ?Ivid No. Dater NI SHUT NO. 11111111/11511111/011111111111 PH E2,2 111111811111111111,11111111ximall11111M1 .19 IM; 4' • 10) WOMENS SHFES 4:11) ft/ - t•Sit.1.1.116 ■•■.I •TO. etoall1110. FFIST FLOOR PLAN •••••••■J 11_ -7=11 ratorawarrawar LOWING 00C• MAY 1 THRU MAY 31 1988 kJTt &j NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 2 I4 •)\ ) •!! 3,I!, "•,1! ("3 cu, • met sovce OP: 9, keL• •••••■•■ 1 4 •••••1 adwariar• • .C•A••■.0 GRULEMEE 4 u F mot CO ; 14N5 I •0016. 010•• PEleatin. SOOPPEll vomirt ACME SPORT3) •{'!)• i [- ij 1. .J • •< woo OM no 12110145d 1:;',.4/P01;biNIG ! TIONJED: AP•■tA c2PAc4 010#9101 1111 1.1111111111 --Pbift 4 cal pLte, W I TH GHT 140h Of.L,.,"( F., CI C.C■ lia-160%.10 REV C) FAR I•j 942.-TiTiok:e.42 e=sci SECOND FLOOR PLAN •Mt.•1 coriot,ve, l4JOhel 0AP.M1-ION5iec Aht,45F.O>1 tRAV..t. F.,?)11e, PuimeNNG NeAul he.c) PA?ir1ot.4W *ht." 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FOR ALL REQUIRED INFORMATION OF OVERALL .CONSTRUCTION REFER TO OTHER DRAWINGS AND SPECFICATIONS.ACTUAL PHASING INCLUDING START DATES TO BE DETERMINED BY BAYLEY CONSTRUCTION. COPYRIGHT 194 MI 0.1.1./SON PARTNIRSNIP The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623-4646 The C.allison Partnership Ltd., A Corporation CONSULTANTS EIREERIVIRMEMMEEMERMINEIRI HARGIS ENGINEERS MECHANICAL 1 ELECTRICAL CONSULTANTS SEATTLE, WASHINGTON 208462.6452 NI REVISIONS 1111115111MINIENEMINIERIMENtiffill t40. Date Item APPROVALS EIIIMIENSEMEMIBROMMil REQHTON/MMBELL Proje.ct Architect BPRESTON Drawn AHARG$ Checked Approving Registration sIw TITLE ENEREEMIESEREMMEmelan PHASING PLANS PLUMBING PHASE 2 86205 MAY 4,1987 Proje. ct No. Onto) RI SHEET NO. liff*FEEMINMENwisagna PH P2.2 1181111111=1111111251111111ERRIMNIIIMINnewall • •■,", •4.:Siti;35:11•13,!•:,5495•Arrorr4,1,••••••...,,,,..., , . _ 6 10 • 1:4411311 I l H 4' 241 -o' t C e.(I +.. ;G ) e.*' -o C OXISTIN4) 16b -o "t cmisril ) c xISrit.m) 24'- O" Z C x 15TNNCq) (L.xifer a) CI:X15T1,40) I2,1n-,10V z g,11 C. 1.15' RemoVE FI.#4 TER. gaMA/B EK45T �IL7EWAt.K Rama/E IS'r. 43rc .epte. 4-r F• �I GMt1 lhlfv.L To FaeMAIN - C. I, P. COL., 7O r Ket-'1 D Fe-MOVE E;VST. riISPI..A`( WI 12MA/ fixl 5T. STAIR — R.MA/E; S4 G.I. P. WALL P*MA// C vewass Jril +1 0 N WIN170W5 ; c t fr S5 PP-• j REMOVE •05WDI4 RGMO(/e. S" GMU WALL a•1 N — R6MA/!;. �xIST, rL4AN 1~R5 Te S ^N z T m `8 ) \9> I.40T5 FDIC P14 1251-(ou1►,14 14'114 AggA E 1/442,-.01 seM?/E pCiST. GA WOpa{4 Ill= MOV>r E)CIST: 65GA-L -4 - 5 ReMOVEI eY.1 T, 17i5?L AY WI o 0 z K .MOVE Euu55f. O Sl :t ilt:%t-LAIALK (Z3 6 Ai fr- /to/2 a'6 WOf C.I.p. COL, To rMoO fzeMo/e i;X( rr. 191sit. Wi h‘li9akAl, K MOVE GXi�J1'". °Jro),tp•PR.ONT G GL.P55 f9. 1 REMO./ C215 ft-P. WINt2OW tzeMO Ex,ST. G°tSFt., WiNit2CW , 1- ('1 ii S-MC2J P/SRTITIONS ri 1 me;tve exi- r 1915PL• �( wi Ni.2OW RP M0Jc• a3' G.I.P. Wfii.L MOVe• MNi7 ;Kv1U Iariiate pMRTlrnot PIT AC-6 55 PPr1�1. 14/ W•I,I, TO Rt;•4IN To RM• 'i' i H �- ---III CML1 WALL. 'To' T r-tc n 1/,•AM�nOVp oxl5r. trAi R. i % / G.i.P WALL. 11111111I111iijf IKIIIKII1IIIIIIIIIi1IKIIII1111111IIIII1111111,1I1 ,1111111 I 1111 11111 111 1111111111111111111111111 1111111111111111111111111111111111111111 1111 1111111111111111111111111IKlIIKi a c] in 11 wAf:[YlGF4w4N+ 1') 1X15 i 'G coNc. WA�t,.• TO fzEM4I N 4' MALL PLANTER DEMOLITjQN v = 1' - G�1 PLANTER DETAIL GENERAL NOTES h M 7K.IC.11- r vKe.K. Tcz) '2L2' f'L \r•.r cf&. FLUSH To I. ALL WALLS, PARTITIONS, DOORS, CASEWORK, ETC. INDICATED BY "SCREENED" LINES ARE EXISTING TO BE REMOVED. 2. ALL WALLS, COLUMNS, ETC. INDICATED BY "FULL STRENGTH" LINES ARE EXISTING TO REMAIN. 3. ALL EXISTING BRICK VENEER AND RELIEVING ANGLES SHALL BE REMOVED; EXISTING EXPANSiON JOINTS TO REMAIN. 4. ALL EXISTING INTERIOR FINISHES (I.E. TILE, CARPET, ETC.) SHALL BE REMOVED. 5. ALL LXISTING FURRING AND GWB AT EXISTING COLUMNS SHALL BE REMOVED. 6. SEE STRUCTURAL DEMOLITION DRAWINGS FOR DEMOLITION OF STRUCTURAL COMPONENTS. 7. SEE PLUMBING DEMOLITION DRAWINGS FOR DEMOLITION OF PLUMBING COMPONENTS. 8. SEE ELECTRICAL DEMOLITION DRAWINGS FOR DEMOLITION OF ELECTRICAL COMPONENTS. 9. SEE STRUCTURAL DRAWINGS FOR SIZE AND LOCATION OF NEW OPENINGS IN EXISTING FLOOR SLABS. REMOVE AS NOTED ON S t•RUCTURAL DRAWINGS. 10. THESE DRAWINGS ARE TO SHOW WHAT PARTS OF THE EXISTING BUILDING ARE TO REMAIN; REFER TO PHASING DRAWINGS FOR GENERAL CONCEPT OF PHASING. 1 I. REMOVE ALL EXISTING STOCK SHELVING AND MEZZANINES. NOTE : THESE DRAWINGS, REPRESENT ARCHITECTURAL DEMOLITION OF . THE ..EXISTING . BUILDING. REFER TO PHASING DRAWINGS PH,AV1 THRU .PHP2.2. FOR DEMOLITION PHASING. !l It. TIM ,.... 1 0123 6 12 18 24 feet SCALE • uo r—i i # 1/8"= 1' -0n COPYRIGHT ®198 THE CAL'..ISON PARTNERSHIP The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The CaIIison Partnership Ltd., A Corporation U CONSULTANTS 01 REVISIONS 11114111, No. Date Item Is APPROVALS IIIMIMIMMOMMUMNIMIUMSIR CREIGHTON /MITCHE=LL Project Architect Drawn MIYASATO Checked Approved Registration ® SHEET TITLE IMMINANNEMEIMMIREam FIRST FLOOR DEMOLITION PLAN 86205 Project No. M SHEET NO. . MAY 4, 1987 Date A2.01 IMIMMINEOMMIMIUMOMMIUNINIMANIM i /• 1 1 . L. J • i i 1 1 1 id id 1 (, i- 1 i- � • • • • - EXIT It) ..'..M1■IN ,I% L9' Ertlz,A- .xo7 : _ ,^ . .. -- - -- • r-- — -it -' i= I IZ.Ei'1CT/E 1 I / A\13 TL Ic7 PLL∎NTElz- 1 ••• LI l Ej`IGFI IX) N I . T 1 KUCr- � I_ r)KA,IN �LlJFI W/ 51..14,1. 1 111111 1 1 LK .E. -NOVe_ i PK.ICK. 1 eAvE.F.. —7 I I I l+a;'. 111/2+ PL&\r!TE - E`t'. 1' I- KEMiovE._ I 1— I - 1 , t e7K.ic.K. 1 PP\vE.KK — I I 19)- 11 !Al , 0 s4 1— ALL 13 Z 11,1 1 I' 2D L101 1 i I I 1 '• • _= aF:01.1:171.: .-- .V .7ri=a: =1,77.2_ • • .. TEIZ.K,\ZZQ , TZ \IN . . I Q111.) cii' ti • _I NE �MW r -- _ ,.,) I MALL PLANTER DEMOLITjQN v = 1' - G�1 PLANTER DETAIL GENERAL NOTES h M 7K.IC.11- r vKe.K. Tcz) '2L2' f'L \r•.r cf&. FLUSH To I. ALL WALLS, PARTITIONS, DOORS, CASEWORK, ETC. INDICATED BY "SCREENED" LINES ARE EXISTING TO BE REMOVED. 2. ALL WALLS, COLUMNS, ETC. INDICATED BY "FULL STRENGTH" LINES ARE EXISTING TO REMAIN. 3. ALL EXISTING BRICK VENEER AND RELIEVING ANGLES SHALL BE REMOVED; EXISTING EXPANSiON JOINTS TO REMAIN. 4. ALL EXISTING INTERIOR FINISHES (I.E. TILE, CARPET, ETC.) SHALL BE REMOVED. 5. ALL LXISTING FURRING AND GWB AT EXISTING COLUMNS SHALL BE REMOVED. 6. SEE STRUCTURAL DEMOLITION DRAWINGS FOR DEMOLITION OF STRUCTURAL COMPONENTS. 7. SEE PLUMBING DEMOLITION DRAWINGS FOR DEMOLITION OF PLUMBING COMPONENTS. 8. SEE ELECTRICAL DEMOLITION DRAWINGS FOR DEMOLITION OF ELECTRICAL COMPONENTS. 9. SEE STRUCTURAL DRAWINGS FOR SIZE AND LOCATION OF NEW OPENINGS IN EXISTING FLOOR SLABS. REMOVE AS NOTED ON S t•RUCTURAL DRAWINGS. 10. THESE DRAWINGS ARE TO SHOW WHAT PARTS OF THE EXISTING BUILDING ARE TO REMAIN; REFER TO PHASING DRAWINGS FOR GENERAL CONCEPT OF PHASING. 1 I. REMOVE ALL EXISTING STOCK SHELVING AND MEZZANINES. NOTE : THESE DRAWINGS, REPRESENT ARCHITECTURAL DEMOLITION OF . THE ..EXISTING . BUILDING. REFER TO PHASING DRAWINGS PH,AV1 THRU .PHP2.2. FOR DEMOLITION PHASING. !l It. TIM ,.... 1 0123 6 12 18 24 feet SCALE • uo r—i i # 1/8"= 1' -0n COPYRIGHT ®198 THE CAL'..ISON PARTNERSHIP The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The CaIIison Partnership Ltd., A Corporation U CONSULTANTS 01 REVISIONS 11114111, No. Date Item Is APPROVALS IIIMIMIMMOMMUMNIMIUMSIR CREIGHTON /MITCHE=LL Project Architect Drawn MIYASATO Checked Approved Registration ® SHEET TITLE IMMINANNEMEIMMIREam FIRST FLOOR DEMOLITION PLAN 86205 Project No. M SHEET NO. . MAY 4, 1987 Date A2.01 IMIMMINEOMMIMIUMOMMIUNINIMANIM 1 .1 I 4 I 14,61 -0" t C cIbTING) .4' -O't Cr15rINCa) e4'-O" t ( .X!Tr!Nq) 2.41- O't c Dx IVTINCi) Ct cicyTINIG) 241 -o't CE it- riNo) Z.41-0" (eac 15TI NO z41 -d' C exi°JTI NC-I) (ZI:MOV I FXISr1 Nc STAIR, ReMOVE 6F,GeWOj EXI -T_ VWal.t. izM,al N (7) ■ EXIT. a." CA-4U J JAIA TO IPA-4.641-1- t -1 ,xlsr. 8° GM0J I !AL N ET1 z 1- (9) faEMOVS t:XXIhT', FN .1i ION . r(1 rr -' fZiiiM OVe. t:XfS'iING STAI K. roT; 61IGMU WALL- 129 p-i,4I1-4 11111111I1111111111111111111111111111111I11111111111111i 111111j111j11111 11 11111111; 11111111111 111111111 11111 11111111III11I111I1j1I111111II111111111111111IIIIIIIIIIIIIIII `WIlilllilll111 0 1 2 4 5 6 7 8 9 10 11 .E"'"""'" 12 '� fit: =;: Tf .tne•migtofilmed document is lees clear than this GENERAL NOTES I. 2. 3. 4. 5. 6. 7. 8. 9. ALL WALLS, PARTITIONS, DOORS, CASEWORK, ETC. INDICATED BY "SCREENED" LINES ARE EXISTING TO BE REMOVED. ALL WALLS, COLUMNS, ETC. INDICATED BY "FULL STRENGTH" LINES ARE EXISTING TO REMAIN. ALL EXISTING BRICK VENEER AND RELIEVING ANGLES SHALL ESE REMOVED; EXISTING EXPANSION JOINTS TO REMAIN. ALL EXISTING INTERIOR FINISHES (I.E. TILE, CARPET, ETC.) SHALL BE REMOVED. ALL EXISTING FURRING AND GWB AT EXISTING COLUMNS SHALL BE REMOVED. SEE STRUCTURAL DEMOLITION DRAWINGS FOR DEMOLITION OF STRUCTURAL COMPONENTS. SEE PLUMBING DEMOLITION DRAWINGS FOR DEMOLITION OF PLUMBING COMPONENTS. SEE ELECTRICAL DEMOLITION DRAWINGS FOR DEMOLITION OF ELECTRICAL COMPONENTS. SEE STRUCTURAL DRAWINGS FOR SIZE AND LOCATION OF NEW OPENINGS !N EXISTING FLOOR SLABS. REMOVE AS NOTED ON STRUCTURAL DRAWINGS. 10. THESE DRAWINGS ARE TO SHOW WHAT PARTS OF THE EXISTING BUILDING ARE TO REMAIN; REFER TO PHASING DRAWINGS FOR GENERAL CONCEPT OF PHASING. II. REMOVE ALL EXISTING STOCK SHELVING AND MEZZANINES. NOTE a THESE DRAWINGS REPRESENT ARCHITECTURAL DEMOLITION OF THE EXISTING BUILDING. REFER TO PHASING DRAWINGS PHA1.1 THRU PHP2P2 FOR DEMOLITION PHASING. Tit `f.,4 J rr t92)1 2123 6 12 18 24 feet SCALE 1/8"=.11-0" COPYRIGHT@ 198 THE CALLISON PARTNERSHIP The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., s'. C?rporat on 9 CONSULTANTS PeRENINMENINIENIIENIMINSIN 9P REVISIONS No. Dc.te Item Id APPROVALS ESISEINIONEMSDIENMEMBSWAS CRElGTGN /MITCHELL. Project Architect Drawn i1 WASAI() Checked P. E11 '• STATE Of WASNINCOON Registration 14 SHEET TITLE SECOND FLOOR DEMOLITION PLAN 86205 Project No. iM SHEE P NO. WV 4, 1987. Date A2.Q2 1+'•2.'.4: . ?.I{:: • vs Cta(I°„irlr !ra) 241.0' C P .X ivriks o) Irv®' -d1 (I.XIOTIN4) &4' -O° t ( xitirNN4) 241- O' i Cf gISTING) 24'• Oyt CrxiSTINCa) ROMOJS 6)(10T, GQL.UM p.R RSMOVa a c14-r, 411 GMU ppriz1T1OEJe , r. MOVE;. 64(.1T, OTAIEZ �1 z IZFFMOI N �CIror NG WAI,1,01 S Wq6T, .5Ta1 EZ Ta REMAIN 1541,' ; 1,7" CMU 14/54.4.- fa-to MDll h1 �xISr. e1 GMU WALL izemova L.-NeT . cWB Fa- --#.1G v v 4' GENERAL NOTES a I. ALL WALLS, PARTITIONS, DOORS, CASEWORK, ETC. INDICATED BY "SCREENED” LINES ARE EXISTING TO BE REMOVED. 2. 3. I MOv'e 6XE6T, FLUJMM 2? FEXTU FA -R111-101,16 RemoVE EX15T. 61714R• To TA I44I••-J s �1 • �III�I�I�Ill�lll�lll�lll�i! jijlll��Iljl jI�III�III /]III�III�lll�ljl�lllil ICI 1111 II 1 I Ili 1111 111 111 IIII 1111 IIlIIilIII�' Irlill11111III�III1lll111111l 11III1III1III1III1lllllll1 0 16 T1'S IN1... 1 2 4 . 5. 6 7 8 9 10 11 NArd "'"'A'" 12 rak Y r t�;If „ig „+5?f,1!el,9cuptent i le,clear than thi9 „_ y ...;x ALL WALLS, COLUMNS, ETC. INDICATED BY "FULL STRENGTH” LINES ARE EXISTING TO REMAIN. ALL EXISTING BRICK VENEER AND RELIEVING ANGLES SHALL BE REMOVED; EXISTING EXPANSION JOINTS TO REMAIN. 4. ALL EXISTING INTERIOR FINISHES (I.E. TILE, CARPET, ETC.) SHALL BE REMOVED. 5. ALL EXISTING FURRING AND GWB AT EXISTING COLUMNS SHALL BE REMOVED. 6. SEE STRUCTURAL DEMOLITION DRAWINGS FOR DEMOLITION OF STRUCTURAL COMPONENTS. 7. SEE PLUMBING DEMOLITION DRAWINGS FOR DEMOLITION OF PLUMBING COMPONENTS. • SEE ELECTRICAL DEMOLITION DRAWINGS FOR DEMOLITION OF ELECTRICAL COMPONENTS. 9. SEE STRUCTURAL DRAWINGS FOR SIZE AND LOCATION OF NEW OPENINGS IN EXISTING FLOOR SLABS. REMOVE AS NOTED ON STRUCTURAL DRAWINGS. IQ. THESE DRAWINGS ARE TO,SHOW WHAT PARTS OF THE EXISTING BUILDING ARE TO REMAIN; REFER TO PI- LASING DRAWINGS FOR GENERAL CONCEPT OF PHASING. - .. II. REMOVE ALL EXISTING STOCK SHELVING AND MEZZANINES. NOTE : `T11HESE DRAWINGS REPRESENT ARCHITECTURAL DEMOLITION OF THE EXISTING BUILDING. REFER TO PHASING, DRAWINGS . . PHA1.1 THRU PKP2.2 FOR DEMOLITION PHASING. SCALE 12 18 24 feel • 11E” = 1 `-°O" The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation 1 CONSULTANTS EEEE REVISIONS Nom Date Item EEC APPROVALS CREIGHTON /MITCHELL Project Architect COP'r RIGHT 198 THE CALLISON PARTNERSHIP Drawn M YASATO Checked yn Approved LINO I ZSTATE OT WAPHINGrON f Registration . SHEET TITLE INNENGINSMIEHISIZIMMMEI THIRD FLOOR DEMOLITION PLAN 86205 Project i9fS Project No. Data N SHEET NO. ININNENINNININPNININNOESINSINIM �:,;Airaz • LAKACS A. A f. WMU(I M. I�.fiT'!Q�/e. t' ISTING ?AKA," WT 4 • k,EMokv� �(I ��rA,I•Iv49Ip E?Lr1I P. eft, . ` r41 t<4.-I. 12,.E1+4 V 174.641 R6friDV 01-1° STAIR f NTtIDLt�E WALL. 4 RCAF. +- L-INE OF �` EXIaT, CMU In'ALL j3eLavo/ TO R 4AIN p.EHovE !} Eeenaueean[eaeu [ teanar[in[lanneelu[an •I ♦ A. ff ♦,ff `OOO, e °o, r AOPPIr5. • 31 Q 3 1' z 8� f °o °s♦ °f♦ o,,f 0 ° ♦19 ♦00 ♦' �a%%%% Seat iniee t117rn ril t.5.1∎ : 11/ E ill HI _L1�;j;f- L•Ll11.1 - ..1.1:•7:}.!) I4. { „1rhl Gov ✓r• Q5. EWIPve. FXISr COOLING e ;Fib AND ,:.;cRFeN ♦f °, GENERAL NOTES I. ALL WALLS, PARAPETS, MECHANICAL UNITS, ETC, INDICATED BY "SCREENED" LINES ARE EXISTING TO BE REMOVED. 2. ALL WALLS, COLUMNS, BEAMS, ETC. INDICATED BY "FULL STRENGTH" LINES ARE EXISTING TO REMAIN. 3. SEE STRUCTURAL DEMOLITION DRAWINGS FOR DEMOLITION OF ROOFING, DECK AND STRUCTURAL COMPONENTS. 4. SEE STRUCTURAL' DRAWINGS FOR SIZE AND LOCATION OF NEW OPENINGS IN EXISTING ROOF SLAB. REMOVE AS NOTED ON STRUCTURAL DRAWINGS. THESE DRAWINGS ARE TO SHOW WHAT PARTS OF THE EXISTING ROOF AND BUILDINGS ARE TO REMAIN; REFER TO PHASING DRAWINGS FOR GENERAL CONCEPT OF PHASING. 6. SEE MECHANICAL DEMOLITION DRAWINGS FOR DEMOLITION OF HVAC UNITS AND COMPONENTS. f <.1 ore „ --_ -_. ,S O 11F; To 1:35. ♦ OOO'e,Tfc °1001 �11e .�Iff ♦ff °f♦ Ef,, 'se O,,fffefflf% • ;1 � 4t OvE .)(1 4Z.fri E EKT 41?-B ♦,,,f,+ffffest 11•111ffe %%%%%%% % ass' %% o-0 �cl5rwc -, me-N e, $ CAL , TO REMAIN as me so 4 706#41,PIP tU.1111 uttt■■eet2111aUett RFLILLI ja$LLI.U. 7.U.aaldASALLt. ,gjaII.U.I j•Ua■e ■ 1j.Lu;■■auagaAlitiu&& ■■■■■At 30J1t■a■u■ ■ ■nnteu ■■a■■Uyy jile■e■■WWZUUtU ttUU Utttt■t■t ■■(a■!_eewams 4" LINE OF /(.1:5 11.1G $1 C;MU /AL-1--651 P.O.A.t0,1-- -11s RHO e.X1 TINCA PARAraf NOTE : THESE DRAWINGS REPRESENT ARCHITECTURAL DEMOLITION OF • THE .EXISTING BUILDING. REFER TO PHASING DRAWINGS PHA1.1 THRU PHP2.2 FOR DEMOLITION PHASING. SCALE 0123 6 12 18 24 feet 1/8u= 1'-o" COPYRIGHTQ 198 THE CALLISON PARTNERSHIP The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Coulson Portnershlp, A Corporation Il CONSULTANTS IMEIMMIMIMMIMISIUMIN N REVISIONS OnimonummeMblamemsm No. Date Item ■ APPROVALS tlagEMBIRMUSuggiamWEM CREIGHTON /MITCHELL Project Architect Drawn MIYASATO Checked Approved Regis; ration 1 SHEET TriLFc ROOF DEMOLITION PLAN 86205 Project No. M SHEET NO. MAY 4, 1987 bat; A2,04 ' a{ S,- 51- F` b`:, +7:tkt�F'3rQfir'lS9J,MSYt29TA.i Rt, t>axr..�.wv.ve:+asw °r,'i. «rf.' n k: 111111111111111111111111111,11111 2 111111111111111111111111111111111111 4 IIiIIIiIII, 1111111111 1 11111111 111111 7 I�IiJII�IIIIIIIIIiIIII1 IIIIIIIIII1 111111iII11111iI111111111111III�I 9 10 11 0A1* oiGFF4UIr 12 rl; • • 4-."5 TOOLED JOINT V/ SEALANT ONCRETE SIDEWALK X6- V1.4 /V1.4 VVF OI11. POINT REMOLDED JT. FILLER CONCRETE SIDEWALK X6 VI.4/V1(4 VVF DIM. POINT 15 l° t cy ••••••••= 1/2 TOOLED JOINT 1U2'I =IL&I COMPACTED GRAVEL FILL OCTONT OP 14014. ee or.r rR b c rc, _ EXTENT OF YORK BY NORDSTROM CONTRACTOR CONCRETE CURB (NIC)� ASPHALT CONC. (NIC)-7 /2° 1/2 COMPACTED GRAVEL FILL ® EXPANSION JOINT �1/Zil= 1L OC EXPANSION JOINT 6X6- V1.4/V1.4 VVF BROOM FINISHED CONCRETE SIDEWALK 5JC''Et• 1r OF WOi err EXTENT OF YORK BY NORDSTROM CONTRACTOR r1/2' CONCRETE CURB (NIC) ASPHALT CONC. (HIC) EXPAN54' ' JOINT 6X6 V1.4/V1.4 YYF BROOM FINISHED 1 CONCRETE SIDEWALK { III, ;- d'p O 1111111 -III 0 111IIII UIIIlI - ° Ills q0o o _ %O I (IO111111M111111E111111E111111 -- CURB AT SIDEWALK 1 %Z "r 1I • 3/4'_. 4' COMPACTED GRAVEL FILL - . -'..r' • .. - • . .v. • • .. .. .• . • • 1 /A' GROOVING DETAIL 1/2 FULL SCALE 0 RAMP SECTION 1/2' . l' -0' 4,---------- MAX. 4'-0' refir-0. C5p o lI�III ° c o 00 ImTm 1111111011111E111111 ®1!1!!1®11!!!! CURB AT H.D. RAMP - ----4' COMPACTED GRAVEL FILL W e , - I -. ---21 MAX. VENEER BRICK,1 %2'I AR SPACE,SLDG. PAPER ON 8 "C.M,U- REL.4EVINC3 Aev'E HOSE 6113 RECESSED 110S a. E516 V /LOCKIIJG COVE-.R SEE GROOVING DETAIL `r EL. 30' - -O RAMP PLAN - -12.5X MAX. SLOPE 1 CURB - CO . RLi;Tlial. OF 44 L. 51D�, lAl,,i� 1/8' rs 1' -0° H.C. RAMP DETAILS 5CAL,E AS SHGwtJ CAST IRoJ 1R & GRATE. FOR LGCATIc 1 AND SIZE- SEE STE PLAI'J 5Hr. A3.01 COUCRETe e!DEWAL-K - -. EXTENT OE &iORK 5Y CONTRACTOR rl+/'. i r111-1.- r-001JCRETE I CURE) (.N. LG) I -A�I�R I ki TA <= GRAA7E, F�o� R , 1 MAR.: k'l GAF. FOR L,CCA 112Q E SHT.AA3.01 TOP OF GoiiG. - U..301'51 • 1';i� =ilhi= !!II Miff :: PLAIJTEF; �Jlll_�ill FIRST FLDoR 4'I SLEEVPIPE E -SEE z MECH.OV�K . i'OR LOCATION ill/ o, • i IIIJIZ- _ ill IINII:1;.: A- T IIII' • .• • .•' . .a, ,P • .17775 • o •� °u� c RAV(;L. ALL.- -� I pi l) 65o' ;lIII= ,'lily ?III1 =111111 iIIII TREE GRATE DETAIL 1y &I- =1I -pll i11JW �ljl = !!►I'IiI(III = ,�llll =11111 Iii' =lllll �� p _1- MARS GAS INTAKE WALL 6 "RE!1JF;- Cop4.C. 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FOR L TIvI•4 SE•E Aq :O I E -XTl✓N T Or WORie, LINE role T HR9t ,AJ 1' I3Agrl fQi.4 I L-OCATIC71,4 IN THE HAW- r.4444,404 pI- fP�INC- 2WIN NEW H,A t- ENTRY EXISTING SOUTHDENTER, MALL CORRIDOR �( .e..XTa. J "T' off' \Mo ".A K GA -Tec, MARGH C .� IN- r",e -a . rote. LOCA7l i.1 SGE A4. cal EXISTING NORDSTROM TO BE REMODELED F1KST FLo©R, 0.8.+ -mod SECONb FLc212 4kv.697' THIN F-1.470 F-- Ca3. oC3 OTHER EXISTING MALL TENANTS , •IGaTING 'C'RAf 1E;2 n 201 -0" DUI L E.I[ E 1.,644 re1/4pll4 III � II ■fl■■ n1■UUu .t..■■ 1■n ■■a■ 1■II■ ■■■ AN MR illllllir a■ ■II ■ ■rl■ r■.u■.rral i•■■1nr1R■ a...i■■1pr I■AC'IIUU - ��'rwCUC1'1Is J �iS1■19■■ ■ f■■■rl I■iulra�li ■a ■ ■H• 1 r■rr■■■ .■r ■r1 ■■ 11111111 32 ■ ■■ ■■■ a n sr',■ ■■■r■r■_�_ ■■ ■■■• ■w+ -i1•. ' IIIz ■, ■ ■51 .rrn. J'" rift �■ ■l IE ' - I ■■ TC. � h Nn " 1 2 Diu ■. ■i • iirinaFUrlir.`i ■■� ■■r ai- iii ir�iiii ■ i■i. "i �-- .I Flll/..I1►wu■rl■�:� +■ ■■■�■■■ ■ ■� ■■ ■■■ ■i ■ F►•'ilit ■r A %i imis =i:'�` U■ ■M ■■iir�■Ir ■■ ■■■ ■a■ ■ ■a■■�i�a■■■t1 ■ ■�>ri`�i■■nl .■a■ ■■■ ■■ ■ ■l■■■■■rl■i■■■■aa■1=aO ■■■.ri�!■■■■ ■■■■■■ ■fl y �■■■I i■ ■�■r L(Fp r■ ■r. ■.r ■F:■■■■ ■■■■■ ■ ■■r■I.14:V■■■ u ■ ■■14L ■a ■r■ rlr.i.■■a■ ■■.r IA■Il■■IIIMa■�■JJJ;■ ■!la■� ■.: I II■■■. I�1� ■:: '�ga'l'■ ■a■�I�I.Ce■■■.a1■I4a 11411 wr ■rr � rrr ■ rr � n��r ■rrr�� r!w■ ■ uulu rrr rrwrrrr _.w rrrr EJ- 1 -1/44; Ic&P t7.AId11p - -- Goi.ICRIETE . WWITH Scr- l L n' f�ETA1 L� 32 DI LOAD! N ' t:;c THE BON (EXlSTiNG) Cp11 WIDI X COI HIC�1 1 Ca•1C1RET1✓ CUR ',�IZICK CMJ SCIZE,E�1 ;.ALL. r',-C . P!...ATA PEVe..%.o R. L•44,11:: API N9. _ & 11Ca'oII - E 6rgAra I'M I'. Lam- - -riOh l d 5 t3RICK VENEER, l'IAIR - 5PDCe, BLDG. PAPER ovER C.,r/I.U. FLASHING AND WEB' ODL.lrs FLASHING t'41"112.-11C/N- 'QC, 9" j-=F0. PLANTER WALL TOP Or PLAI,!TER EL `IF PLAti:TER WALL. BEYOND CONGR -TE. 50EWAL.K FIRST El,�5HTA3.v1 FLGOR EL.28-10" =11111 = 1111 =lf 111= ToFSoI _ 1 )111117 tk SEE LANPSCA, • I Vi ;T Yz" rrr: MOL ai? ExPA1/4.1.151t7fJ JOIIJT GROUT CAVITY FU SIDEWALK AT BUILDING PL. AIJTE.f{ FIRST FLopi 1 p_.251-6,0 - -- 2RAIIJAIaE MATTING GLUED TO PROTECTIOt.1 WARD OVER FLUID APPLIED w.P MEMDRANE. CAST STOKIE GROUT- CAvITN( FULL• ..1/2° PREMOLDEP 1 :0. SIDEWALK. EL.5EE 51TE PLA TO. C. EL.251 0' `P CGNC,iNALL-S - 57 "RLICTURAL._ PLANTER AT BUILDING 1I /z" ='11 -0!I PLANTER AT SIDEWALK iYe H r 11_QII CONTROL/ Tt:`ED J17(9 1Ll00,C,EAC4 WAY• MEpIUM L Roots -- FIN151.1. Nom; LQ 5I T+H TO01. -E2 GGIGE AFTER 5RG 2HI iG Tp MAIKITAI1J STRAIGHT E. ()Ge. OF 5MQOTI-1 FINISH. E'WM I14 CANE PIREcT1Gt1. • } 19 - -1Moe.. TooLF-G SMDOThI XE E.A.510e,. 6I LINE . (2,, wipe TorAL.) SIDEWALK DETAIL 1ve.'I-1_( ," 44 GA.)" • '4ori CAS ck...c2T'TolE. Lo "c . h•l. LI VENIEE12 i'aRICI<. fN 1/2.1 card .E . • rJH 5i r >E� 6' 1;7 E. Ir1/\ L 1< W/ ,/, " to arie .r»r) t:xrr JT C4,441.- EL_. 2E?'• i,'t am- AL" AMID. f''... HIIJG+1 4 --1. 1,4 P 6 101 7 a •2 -C7 " ej, c, U SCREEN WALL SECT ION ,0=11 -d' • a 1111III111I111111111IIIIIII111IIIIIIIIIIIIjIIIjIIlI1111111IlIlIIIlIl11 1 1 II III II 111jIIliII '6"""M" 111111 !IIIII111II IIIIIIIIIII tl IiIIlIlIIIIIIJIIIji11I111jII1I11111IIIIIIllIII111 111111 '6"""M" 1 2 A �F 6 7 10 11 •NDFI /IDFPVh' // 12 If 4ocument is less clear than this 1' f Cho microfilmed ocume '�• •- •;i .+' rJ4'• ih' A�% ilu•• 41. e�i.> �N ^ "Ll':a^'�.•l.L•Y'U':�il'c.7Y 1,�14�iF1f�1:QY4•.l4�ii`,iC`1 SwJ1 r�1.1.:M`Yy.u.. <"/i 1i:v I • 1 • LO CST E; Q Cc2r-TF.LartoN PEhI �F 21 N °IZ"i-I-f , Ws I ,B DIRE -CT GY C.•7VN1.lFs. 8' 12'-0' 0.D. 8• (-COLOR PHOTO Of BLDG. ATTACH V/ ADHESIVE. BT CONTRACTOR \ P05tm0m 1/2' W. PAINT 10 HATCH, PRATT 3/4' TYP. PAINT 10 MATCH, PRATT ALL BACKGROUND PART 10 HATCH: ' KW All LETTERING PAINT TO HATCH, D 2.- LITTER STYLE GRbPHIC ITE11 - - -+ Loao Alo AI GARDE LIGHT A. .o� AIM 8. AVANT GARDE LIGHI c. AVANT GARDE LIGHT 0. 34 STORE OPENING SIGN NT6, 3' 9 3/4' 2' 1/2' 1 114' 8 1/2' 1' d LAMBERT RO 208A - iIiYADARR & LAM8ER1 0268P 1'.,51RI PRATT ii LAMBERT 02(j' SAFARI UTCH BOY 49/113 BOOR S ROM LARGEST FASHION SPECIALTY STORE IN THE UNITED STATES FEATURING QUALITY 'APPAREL AND SHOES FOR MEN.VOMEN AND CHILDREN C'fRpNf3 anEl.liN T Inl i'4T 17,"(E roeatAkeyi:•S"3.g?,Y 0-141 - ..1 (. I. . .I,. • The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation NI CONSULTANTS RINOMIRMINSEXISWAIMINIIII NI REVISIONS ENRIRINIMININIZAMS No. Date Item RI APPROVALS SICHANIZffiragailinmagamen CREIGHTON /MITCHELL Project Architect - N!,1 /cM Drawn MIYASATC) Checked Approved 2102 FRI E. A fJ Y ! 1 r P. P1N1?ti 3TML Or WASHINGIO I Registration Ili SHEET TITLE INWHIENNIUMNaniam SITE PLAN 86205 MAY 4, 1:387. Project No. Date SI SHEET NO. A3.Qi MOUNMOMMOMMEMMONOMERNOMMUMENNEOMIN !.G•:1MWi2- Sri" nias► s; t�+ M' rt, b". xquap!. 7r+ R,tri+c51•',ti1T/!•- .Kz'.�ICi'e- }; °`v .. rv.;.. b.r.. - d k W4 Ae Ant. 11 .0440 i (12."%11.4) �! iZ �. 1�1�1..0, .14K TO mikrcH U P W rr'!4 I IeT►� �If P• P'ROt�'l mow 3L4 :', 4 r T,a-.l.: %JEW M4LL TFAZA ZO t47rEe 1. , MATCH e<ler (��x& 1 Town= TTe,P4 N MALL. 2. TO � pA rot ' Apr 114roswznot4 1.ocATioi.1 4 Cvl, . WRW ?cl gAZZO TO ktaziCi-1 ? KAZW, ME eTN, t9Gtex. 6 To MATCH isXlg'I`I►JL�. 241 -0" t 241- 011 ( TINGE) . �4..0 (:~x i€,TN Ner) ( 1 %ii i'1A45 611.43 AllZ INTAKS { 121.0 ►� •E l4Tku1' TILE: G 4 fie..."! {a) oC1517 MALI-STOREFRONT—I, WAle4;41 ' TRIP 32 The Callison Partnership Architecture, Programming Planning Interior Design -7 ) 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation lot CONSULTANTS litiliMallennaleigThenir MENS FUR! 3586 sf 4 STORAGE COSIMET 3868 sf 4.4 04 10' .'s•g.!. ■ 41/:711rd a in .�!! Ii.. gm mum MI Bare CI:1111 1911 1114 BRA .3168 DNS SPO ACTIVE wow E1 � WOMENS /$ h-- •: *TT3 =I I r}U U 1 SEGURIT 1y HOLDING . f,l ..+: *4141 Project Architect Drawn A ATO' Checked . .co" M Kat. 1LP ,1 r-- -I Ft !ll �RF_GEIVINGtSTAGlNG ` 2 a I t41114-1_ 4- Qp1� l ! I 111 ` r al, a doci Registration ;83020 pair's of shoos ,.3515 pals of boots 1 }86535 pS4rs total 18672 paira of shoes -800 pairs of boots :19472 pairs total :.i Ptojeci No ` ; , { SifT 1 S •44 1 • III' 111111111 I I' 1' 11111111111111 111111 11111 111111111111111111111111111 0 167115 MC. ► 2 ���r► :1:Y ri: i J 11111 1111111'111 111'1'1' 111' 1111111111111111111111111111111 111 1y 9 1n 11 r4MW4fp.t,U 12 NI \y MAW- IF. :A=,7 No'r5e I • h i\IGH ac let 4)4(PI 2 7S AZ , e �- gM N we -F: 4ZZo MiA-U l. J,. I / A2.ot rota. APPITIOt4 4. 1i46:14.1,6411014 > LaCATIo}■ 4, cokAz of 41 w 1 1zgAZo ?O MATCH WW1 "i' �i?,&ZZO. M Tp•L q.K; 1`o MATCH 0.)4141.1t°10. - -- web MAID ° ,r (12.1',,( 1,26) PAIR. T w, erne. ret.op voluh' w 1-44eraH UP im.i 6M143A IW Gr PIP e / 4rsa G,GTAI L K) 260,11-2" D w Z !_ ©''.t Ol" (VFi 4F$-T' Iry O " I -4" ' p,a1JEI FCC. Ce 45TItSg) 5I ?�� MAt 2 c ?A43 ,alb. IN l'.1 = 5. I CI21u2.4" oNe FI13 �1�TIa4;,af�Fa-7 fi1"E� 121 -G�u j R1P� 4---- t�,,pJJtE 241 -©u t 24 Lon (E, 15TI •(I~)< wyTi NC.) ._... _. 241- (16 ova WEST EINTRY Cpes ._ 3.41 (121'>< 121') I;1.IL,A� e;rouE A TILE. STORAGE 11*I VESTIBULE . ¶hAY72� STORAGE 1 151 14 OFFIC rl !al STAIR #2, 1124 v TAIL ' R 1ST MALL STOREFRONT. \VAI2NIS.1G -t ' rt2lP H.LD L1O;I ill - .,II - - 6> EL.EG11 Ica.. PAWEL HANDBAGS STOCK L9 :1' in r. EXPRESSO CART STORAGE. k J1y4, The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation ii CONSULTANTS frWi uc MENS FUR 3586 sf 4 k aI -o" ISHINGS 8 %. .©ISPLA'Y •DISP A 102 c0 DISt'LAY_STORAG I� i'o3I DISPL \j 128 1 TORAGE 1°L iNiT F4 rR -t 1 11111 . _ 1.1111;.,. I■■ .■ 1 I..1:=44.16•101 • 1111■ fit■ 1111 ■�■ u...,ti■ ■ t N5 L TFa16 1LV6M73T r rar r a rx �mcaa �cz,, usa. mommuripwammill mmiummiterwil It Vim => .dal 1 1 I■C■1 Ir ii C•■It �. PLAt TER aroNle 1' '�,ID d� 7•iP i:I�L. STohlE TILE @LAJ iIIMdt1iiIi1 memili limas @wi ■ r • 11=111111111 • �Ci■ iOG '�1 i ii• mmi1 reamm Mgr l id e ■_ u'sG � -u 1 uC:: ■ 11 Mirrayng• inimmi UC 1i1 n :pea 4° �g> 7..21 STORAIGE 130 IS ,o•ol AID N� T1I..Iw a,„„r,ww,„..mr,ftirmi. "rk •eon. iti• ■ ■■ sau • ■ir i I wil IL, ® C 11-- . mss DISPLAY S1TO AGE Ui 1 DISPLAY . 1 aNLn( 3690 sf 4.�0% BRA 3168 DISPLAY S'fORAGE- Iio DISPLAY Ih3 — OFF L(3 VEST] 14 ;,9 Lb SS PLUM SHOEk;STOCK iC KST ;STOCK l_'Q"_! Jttf: Non 1>c:txY ttzstz .z41111&r 11,1 51-•;or 5T w442.0 EcTI;k1AL. eR WOMENS /BRASS PLUM SHOES 83020 pairs of shoes 3515 pairs of boots 86635 pairs total MENS SHOES 18672 pairs of shoes , 800 pairs of boots 19472 pairs total r NEi XiS'TING QADING O. CF .< 2" 4, E f XISTING •.. ECEIVINC /S AGING. c4 471-0" Eiris kiq 04? Ii j,�I•L.D Oce - rlN6, Overt ;;,A.p 7;20%-/!— AOP w aVER- "nzA\/51!. PACI, to 401-46" AAR 1"; 01 23 6 12 18 . 24 feet SCALE . 1/8 1' ---0" COPYP.IGHT ®198 THE (ALLISON R4RTNERSHIP '44 i7Gh:ar'4,C1s,'mN.ti,�ptttrNz s REVISIONS INEIBEIMENENEINSMIMIIMINIM No. Date Item A 3.11• &7 RE-Y15 5-ro.E.BA PR -1_ 5.4.07 s'Tb14E Reilsio 4 • N!i APPROVALS IMIAMMINMENIUMENNsillin _CREIGHTON /JVI,ITCHELL . Project Architect Drawn M1YASATO Checked .t Approved Regstration m SHtmT TITLE FIRST FLOOR PLAN '86205— ...MAY-4,--198r„ , Project No. • 'Date pi SHEET NO. Naliffelimmonimmeinue 4.0'1 JONNMEIMMIIIIMMIMIMPlomplia 11111111111111 I111I1I1I1I1111111111111111111111111I11111I111 111111111 1 1 111 1111 1111111111111I111I1111111111111111111 1111111111111111I11111111 ; U• , I • K K 2(061- 2' 241. (.71.1 (5)Q,GT • ".+.• CFNIerl qi) c," ((lc-irli■161) 2:41-4-,d ti 24.. oft C..5)<ISTING; ) a,C161-11--q) r F • E [ I B.8 BJ 24'-O" . 00.TLET ON -- T 21/2" PIKE 4" yelI271 C.o, -0 W.T.C. STOCK , [zia di 2 DRESSII4 ROOMS -1 rTy71-/ PlI00 sf SONNA1,1. SHOPPER .4 5.1N11.44aet? •=5t01.15 4•■•••••• •••••••• —4 —I BOILER inS1 •••••• ••■•=10 =IMAM •••••••• L4_11 ROOMS , 110 11111 1111 III 0 CONFE ENCE, rip 11" 2 SI-lP ••• !/ rQ ovrt-er \/10g.T. wok-r e-,,AN4ppirs EXISTING STAIR #1 [F°' 1 CLOSET TV/SECURITY ROOM' I ?0* I • • • 11111111WW111, 11111111110111.! - — OVEle.. \ADP .4.-7 "It )1') c-),, , "n • 0 • 'i=1-Stii.:00CCASSI AC", ri . i 1.110; gfikt4 P-',21 ''. • —I':- k d -G11_14 l4i 17 .- 4-'s - It liar,re-mirms_ mums 1•161r.rilt.M110•11111 IiiiPiia " r••slllrir li 1111 • II III II II • • • • *- 0 0 • 2 DRESSING koomem • I • "••••-•.•-•-•-•-•• A.7.0 • . ;/6 A NEE ions 1 AtItirir....-- \ /AI! �11r • 4•0111 •.tWor .444.113§, ma smorsinesior 1iIIIwki .. Altddlitv ne!svP / 7 .> • 18 DRESS' G ZOOMS Al • The Callison Partnership Architecture Programming Planning Interior Design 4 GALLERY/COLLECTORS ,STOCK LJ !,go\icia 6,ww oVR V:12 AT -Tor o. PA.12.-c.'1 T-(P. co 71-1 s/4" ••• iNnmnuAi ;q-fivt./nrywNs ACTIVE STOCK R.OL ervg...A.C.15 SAVVY STOCK TOWN-SOUARE1/ PETITE FOCUS STOCK --3 STOCK 41:48 't4,15;Sitt'idetra.t. ttt." .., • . ttt .. 4 psN./-,1621■4 4)3 -N(r.' --- 4- 1- \ k 0 • • • • • 0 • 0 • • • 0 0 • 0 41 6 • 8 • 0 • 6 lit IP lit• .* P. MS *1 EV. tr.." ,tt Nt• VP. 41'/V3 " 1111Vti 100111 AO! ,gimm_msr_smousmsr emus. emsrursirilwegmewiomnnaw aim 1(1 .15111111- 11 . IS II 0 pitill w--i, a IN imam .. -- 5 . speratifill ,._ .17s'i too it +411 e/x.-% ill a . 4. • aillik• • • ow 41 si - greemp. is needs ta .2.14:21,6 ff. 11•••111•11 • • MN MINI • •1R N At ...K..: DUMP P-75-145 1423 3rcl Avenue Suite 300 Seattle Washington 98101 (206) 623-4646 The Callison Partnership Ltd., A Corporation CONSULTANTS 1711111181=11111111M111=111310 IN REVISIONS IMAINEWRIIIIIMIFIRIMS011 No Date Item • • 5.-29 -61 A1,12 -*kr /4\ -Zq.e:51 AV:30404m tt: 4 APPROVALS ENEVIIIMBERREEttiligNellehr CREIGHTON/MITCHELL Project Architect C.17.01`1 Drawn MIYASATO Checked +4•44-1,4 ++++++ +1•4•11.• 1113%11111,•• . .• , /- t. •1,3111•1" STAIR #3u 1 —4- 1 1 L _I- • - -4 1 ASAILIL0.1.1.6.0.1.11.1.0.10 alma. -0- HDC;f: 4.1.1.0.91410 PANN4:11- cfrOIR#4 • - -4 F--- CITY OFTUtij APPROVED JUL 2 4 1987 AS 2.1/v-": .4" './gA2:11(4N.. 2I/2" Otill„Fr Cc) tf LI3(01Ir-- SHEET Tr, LE IMMIBIRVITMEIMINEKINIMIONI SECOND () FLOR, • . . tt- . 'ft. ,;•..." .' 71,"- 0. rit:17;11.),....!1•': ," :: ...; .'• ."- ..'.:: ' . .- .- . ...t. ' - , '. • IIIIIIIIIIIIIIIIIIIIIIIIIWIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II I!lI Il?II I 1111 1111111111111111111111111111111111111111111111111111111 1111 0 16 " 1 2 3 . /1 . ' 5 6 . 7 8 ., 9 10 11 wr't.'"'"”'" 12 v If the 'Microfilmed document is 'leas clear than this ., 0 ,.... . 114.4 iiiliti4ifilii44:■■•-,-,i•rit;;Iihealtkiii,,ii'fiihra..', aiiii,ifilit,:ddiliiitials it'ItZti14..kii:',/,i • 0123 6 . 12 18 •24 feet SCALE 111171" 1/8° 1 sw;ON 86205 W NO. winassffigingesemstma Nt• _ Prol 21 No. r • • ..„ ; "„ • ; 1 • COPYRIGHT (1)108 'flit C.04.1.1.40,4 PARTNERSHIP, . , • • - 1 ' 4114111t444 .; 640,0..‘4%.*?".14.';"Sjv 0-1 . - • - - - • 0 *ft 262611-2" , • (a>leiNq) 4'"t 1.91-11 -o W.T.C. STOCK 111-o" PErSONNAII. SHOPPER ROOMS --- -400 sf-0.46%-+ BOILER 1 rt-i4 < OFFICE' CONFE 'ROOMS , .(” ENCE„,. 7102 2 Ve P1R It ctUTLET 4" %/161e-,T, war GTANDIvIPS EXISTING STAIR f 1 [] CLOSE'? :•=rci .1.. i 0 W , +0 i ' i 1/441-1: ---41 ..?'d; •, • - Pe. . • • Ak . 77 \ ' ‘..." 'N 'i....../ e , .7.. - r 4-6 - -6' MIME , 111111111111 4 ANNIIIND WIIIMERIpi 4•61111111MUtr Mi. e- • 7'11 WWI UV Milim•mmr lir Kiluilow -4- 2.0 co TV/SECURITY ROOM. cp I IECUR IT 2c4 ,simaiy, ..., r,i.-fi,_,-;: 4 6,-, ::,..dayit Ntify3-1,,.a ! ;441110■S. V ' 17 '. 4 Nf vrich,„14- „ . N,..arormilyr,:um Tmiffr.rirLimmomus .4_24•INGER-ka I Mawr 2 R1.1-1r4- t ,. ....%i „...r..,, . =. 1 P.ROVIPP qv'. as/13.1k Vat) AT 12,11' sop, loAtzartiloklo, TYR C AFF 491-111rA-Zi <6 ) The Callison Partnership Architecture Programming Planning Interior Design 74, L4-0.6 -c■1 =Mit -r; .. 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VOIC, -1C7r, OF: rd642.-rrric,t4s, T-rP. 6 71-254" Arp 897 sf '?.16% NEM ..•111 . -,Ic.r.=. ev rc".-r->rimia — 11 m- 1111•MMMIS •IPMEMEZEIMA•Mtiiii inria: •Linnarrne IE-r, (4AI/1) IG1151, 0 The Cal lison Partnership Ltd., A Corporation 61 CONSULTANTS Ni==2=S=OrMliaMI INDIVIDI)ALISf/WOMENS ACTIVE STOCK • gli 11. 1111101121 Am is itutimewrof III:Olin 11111% www.alimi 91111116= it • • • 11141. il 1.1 nu nom LL_ notimmum lin II i MIIIIIIIIIIIIM _ 1III VIII 101. mou= NEN numillh• sanu r , :MIL ...i.B.111M1 EN ' Loop iiiiirrig e.wiro...,..t!1...- - ...11 .....„.mc . ....r.„, ..... .e.. VI 1 p' -mer.alm -0* 7.-t Mal az======m= LW 01001 rt. E 1 • momil mown ---- -- uMEMM m'gIMMq =EWE — Op ,_ ......, RN _I -41 1 4 I I or.'-'1 • - 11111 IN UM MI NH illIl ' , - .--- - - - _____ 11 1111 I I III .., !. 1111 I MN ""------rat.1 Eall-C:NA/ ilid e a milm. a al (a a irlii Ti 1 35d sf 1.53% TIL-5 • I. oil IS REVISIONS 111811AMEIRMIEWEEMICIMBIRIM No. Date Item A R5VI* 1545e. -12R-1 ,312I-1 r•ZFV1101.).S ?.‘10.01/ -wr, R.0!) t:*R eTn A 10,0 SAVVY STOcK. Lu 287i> '21.0A A7,04 TO Mg-SQUARE/1 PETITE FOCUS STOCK STOCK OFFICE, Rot.-11,4r>PaR 12.4 110 DRESSING ,ROOMS P.! r--"CORRIDOR `.,,i•Loy • • i-4-3 Lo II' _I RECEIVING/STAGIN Jr: e,'-o" 5L.F.ergicet.1. F:64.151.G. A I - 4.7.o _ JANITOrn) 1,13 r 04-Ir A/A .;// 14-)e,D. _ tisomitr. 11111111:1 IMO --oje. 74• ,, ,.-" .r. `,,1• -.. _ L, , 6,74, . ex.? Q , — • i ,, ,, _.", -_;i 4 77_ - 41 11 . _ • ,-, -/ .• - n- I1 47-skt 27O<F' ...Al.:-.-' 6i -F' • tiUv.— lI. .. D Tr iaO.B.4_: _.„ T._ • i 0, , = , - Vr. : 411101N / ' iii : ;. . . „ .t. . . . . t . . m iimr I -i • ., „ - e$ :‘lt i/2 ! 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Checked STAIR li,3,up P-44] • 4.* pirolotleesesi EMEME Registration 1.0S, PA•1.4 W 0 M is LOUNOE ■•■•••••■■• 1■■••■.= we' floUNI og-troit4.4.4 SECOND FLOOR PLAN 2.1/2' rim aLM-57 4" \-lelzrICA. 21/211 FlIeR Old 0-.M.z.N14.1-Efe. 01 23 6 12 18 24 feet - 1 SCALE ifitinvaftennor'Lmalani 1/8"= 1' 0" 86205 Project No. • • MAY 4 4 1987 - - Date' SHEET NO. filinalifellimmilliallga A46()2 • COPYRI3HT@ 190 THE CALUSON PARTNERSHIP * ifetVg#1414,,„„ 1,1'1,1,1,1,1 , lIIflIfIIfIJlJlJIJlIlIIIlIIJlIIIIIlIlIliilItIIfIIlI 2 3 '• 04144 4 IfFITIIIIII1111111111111111111111111111 111111111111111111I1111111111 7 8 „ 9 1() 11 "t""4 12 O., 2-r - al CO.R111`460 - ti is4 ,.1:1 II 1-kri. 14-0 2,4I-0"t (EXIST1t--4) J 1.4)-0" 24,.. oil 14— ) (eatIslit-.19;) LH 240411- 2;; (0,c1cerit:4 1.41-0"4, (41silikr-G75 A 241-o" oz-!(044'1e.t. ("acT,I,Jef) 104.11e. 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C.011-71/2" The Callison Partnersh Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623-4646 p The Callison Partnership Ltd., A Corporation a CONSULTANTS 111111111MaaarnaalaSEIBMIN II REVISIONS mataininnammgmumal No. Date Item A ITC:414-604,0—irgi 0491;7 0-oviry444 .67.zi-eir Asp7ENC4.0.1 # 4 U APPROVALS ISSEIROKUUMIXOSUMMIIIM CFIEIGHTONIMITCHELL Project Architect Drawn MIYASATO Checked ApprOved Regi5trtion U SHEET TITLE fEEMEHOUOMSOMONIMM • THIFIP-.F.LQ:OR. CITY OF 'IlifiWiLA APPROVED JUL 24 1987 NriTED :.■■• 0123 6 .12 18 24 feet SCALE tri ,■•:1;:f QL ykiratv ProjiiiNd. SKEET NO. • 0 U!"'"'" 1 2 111 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 I 1 1111111111111111111111111111111111111111111111111111111111111111 9 10 11 "nf!!!!'"'"" 12 - - - mmmum maim= mow ilia I _ . _ ffti - - -- -OM: Ns Nu"OfSg -a' 0. -- -4 111 111 I 61 I. I I I i 1 frjr 1111 .7.--. — II. IIIIIII HIM III ..... 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C.011-71/2" The Callison Partnersh Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623-4646 p The Callison Partnership Ltd., A Corporation a CONSULTANTS 111111111MaaarnaalaSEIBMIN II REVISIONS mataininnammgmumal No. Date Item A ITC:414-604,0—irgi 0491;7 0-oviry444 .67.zi-eir Asp7ENC4.0.1 # 4 U APPROVALS ISSEIROKUUMIXOSUMMIIIM CFIEIGHTONIMITCHELL Project Architect Drawn MIYASATO Checked ApprOved Regi5trtion U SHEET TITLE fEEMEHOUOMSOMONIMM • THIFIP-.F.LQ:OR. CITY OF 'IlifiWiLA APPROVED JUL 24 1987 NriTED :.■■• 0123 6 .12 18 24 feet SCALE tri ,■•:1;:f QL ykiratv ProjiiiNd. SKEET NO. • 0 U!"'"'" 1 2 111 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 I 1 1111111111111111111111111111111111111111111111111111111111111111 9 10 11 "nf!!!!'"'"" 12 J 14 11 ,;I -&I (ExisTit..161) c5wcar It`4 F E D 4, • • z41..011.1. (asAVilt) (5Y--;6TIKIGp z4 0 0-0- 11)-11" - RC? L.11...1 120 12., ere, iSe5., IPT W9, -r- up cal • le, /11 2. 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'- co THIRD, FLCxS• C.IFRc >!f:PAN'alpN dT- r c4 r' G tv1Hel �- L EAST ELEVATION C gT STor116. cOPiH i I'el - qZ�(- 1WLEVATItDf F tom' J1 3 C09 -NER. - '2Pi'i 0#210'14. VENEEP, T-{P. CplFi2.G oPP. 11IIIfl1111111111 I. IIi'UIIIIUllllll ______iunri 11111 uii In iiiNi lilliinliiilllllllllllllllMIIIlllllllllll1 IIIIIIIIIIIIIIIIjIl1IIII IRM IIIItt • ear OF -1 c-14- Ti'?. IIIUh t t sill tj uhiilttil1iuitlutttt 1111 ■t rliumllnuunu�nli 1111101 l 11INimmH11itiwrnn11101 l �t�IGI•E- C cs�i' e-,TC2H-iE 11111' nlliluniiiiiiirumnniil'��jjliiiiiiiiiniiirillulmninittuuiii it rfii uiillillniiii 111, IIIIIIII1111111n11111111 11111111ii1111111 utw, UILr111111111I1IIn1111tI111I1111Inalll Illl III IIIIIIMMI111111111111111I11111111111H1111101111101HI 11111111M11111111110 111I11111111111 AIM:: ANN+ -o!Or,; Jr. infikatigitit • -• is l Ill Iiltivilil i OPent ti kVEEI- 2- 'col- plFftcv..4R S T e-,7coNp- E51C1Ctc. VEN R, Ti e PI�Ct��Y1 CQHC.. cc -4- CAW 41E7NE .rte. DISPLAY V./11.1 10.0? 21 arao?i J iSIDE.- CQFFeE CART' II t0,0 511+.1, CoRQGR KEC4SS = PLANreR 100 dt- COL.. f3A5E, 27 DISPLAY WI1.1 DOW 33 33 10.0 ;tan cJ� —1 TOP of 51s.f PET 0 1 cA .Tc,Iz. EL. lac2 L7 II r oP •Pl�T c FEI'�IT i~l�V. I( At TOP OF Ffae%APel. ' THiI�L7 F'LR. t� UPPIR L��/CI� ex .15-r. {ALL FASCIP. •GYPSUM PIASTER PR -1 TYP ;10, r. 6vSI2 (f i.iI!VIilliIIIIOiffflu]j si ■11NUO mcllimissls uwuipti ]j: • .x TKEATEiO 1C.;C3i7 TI •EATEQ k 2. Tr.ffA.T eo c NT• coml. T1_ LIEN ROCar • C�t�15`j C 'e12_ R.I''/ T CQHC.. PECi( . ZONIOLITE, 'T 2.x4 W v.K,c;. �S°RE�► EIS W�pq' c \HT- co) 1. 41410. t.Kc1. g..00r w��T ONJ EXiSr CONC.. Koor 11-- --- Irv. ' e MECI4 =L-A6HiMGii SOUTH ELEVATION �•..,P 1 /2 "= .1 cc-71 -1c. cuiciJ Wi �LA�t�II�G- 'Keex7EI2 cc\Hr. MI-., 46,1 - e>" - I~'ls i FL tZ 4 (v" SFO`!D FLAP MT FLOC-i2 EL, 22)1-U 12r F L ll-161 442-EA et... 24'- " MECI-I vEN` - - rvE . PL.a. ,AIHc°I FL-1' N C.2 1"K-EA1 -ep Iklr2 c•4\NT. -rre NEk4 rtnop cc-It -104 c H E.c!0-T CoN ic.- ROor 60[..1 Te.r F1� ✓I�IN i F.. F 1 1: NM* Kt. or cc )% �N��Lf= •5 E 'i"KUcr ExlcoT Pr, ExJ''T vTL. DECK rtooF, W1 ZQrl®LIre.. T`rr' > N a .W mix7F EtI' 1: °oTt.. I? cK + Zo HioLITE OF CURB - • - r• HEN ,or•r7T. O✓EK r=xl'T. fieiTL. BECK Zo °LI1"E e.xie ° eTL.• EA•M. - rrZ.E4i- p 'Wr Ck\Ifif rI"t TE.r, W0 p LKJ z. roll roort 30 L ±1QOF C�JB .nn+scrn>.m.+n..._. MECH. CURB MECH.' CURB Ex 1 ccrlc. K!4-)e ¶KE%TE2 OLKee • '"" ?1- KL.IC-r: 11(tATEr� 2A4 ki1a NEW KOPIw coNgr. 'EE 1(r)QF t'.,Art 11/2"'= 1' - ECH. CURB 1ilL�� =1� -r:7 CITY OF TUKWILA APPROVED J:UL 241987 ft) (Vtjii:U —RTC: . t' LDi"i7i-§1 �,l COPYRIGHTt, 1198 THE CALLISON PARTNERSHIP a:+eRr+ +. r,.4Fail. The Callison Partriersh Act Prrchiteogrammure g in Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101,;, (206) 623 -4646 p The Callison Partnership Ltd., A Corporation • CONSULTANTS isramilaillaillEffillEMINNII • REVISIONS No. Date Item , c M jfr1 4-3 '3\ 3,•II.67 SHEET' t` Ui±D Pty -1 5.4.87 s APPROVALS CREIGHTON/MITCHELL Project Architect 411'--14 Drawn MIYASATO Checked Appraved 2702 Rio: 1 ... ARC►a1[�: iA ' i. UI1DSt:Y • STATE OF WASHINGION -� Registration El SHEET TITLE BUILDING ELEVATIONS 86205 MAY 4, 198T. Project No. NI SHEET NO. A6.02,. rzlte IIIIIIIIIIII 0 lb /115, * .. II 1111111Il'I1I111f 1I1I►11I1111 111111 111111IIIIIIIII 1 - III II 1I1111I I 11111111 II1111111I1! 111111111I11111111111I111I111I111I111I111 III 9 10 11 UM""""" 12 da a lE.1:4 • • 08. .0••••••••• 1.0 T •••••••• 4111•11.0,1 • 411■1,1" 4.1•1110 • ■•■■■•• •••■••••• MM. •••••■■ 4•44■4140 6.••••• Ts•■••■ 4••••• •■••••■•• 4.11■44 40.00111, Maim, 44 wr PW.Per 0 , 1651-*/ e.4_eskee.-r-or2:1- rtoof-, UPPMCLeX/M1... 11 eLicii-eio cwiLoicw--rs,4 reeevmuRAtar • . . • • • . • ' • • fi k%•••••■■■ === A■ mo■mb ms •••••••••• =ammo. ......... •■■•/....■ .........a....■• ••••••••■ •■•■14.0 =ray* L_ BUILDING SECTION: NORTH/SOUTH (LOOKING WEST) 1/U; 1L _J I_ r- L _J — .11•MIBID '1 imams I!"" 6 Ism mii min Fr FM EL/LE?1-60 IM TI41P-0 , Se-C.OH13 rtocfs F,F.--etv—at&L .fY A\ • TOP ,%'F FAM`-'eT O. GL,l'*-a-45re2R-zi' Os ei....1Q21.. i ii --r-cre cF paperr 6"-- F1-Flit.-11- L.E'/. 7c7F.1*-1-4F,APET 701742F lasttAPnr ,c,_eiv..6,.%mt-J.EP, ELEV. LS-" oPP.' oFffIc-E 6u PPl...1 ES 71-11F-D FLCX)f-.. 71.41r2.0 ‘2v ai! • ••••-•;•;,..:::••• : if- -----J - --- - - . L r 1 I L...., _ __i LJ _ I ------ .—--- [03 BUILDING SECTION: ---EAST/WEST (LOOKING NORTH) ve.5". II- Vedx 51M, RAlLS 3/4 et? ANC HOR 500'5 --I. L. L .1 ftrC,K'sfi- CON A 4410 Sit. RUNGS °RAU 52CfRA,11.6L. )TY 1?) /8w3/81/4Xg5T511.vv, TO RAIL5 CONC. C1.14.r2 ems. r.r. J 11 I j__ J .4440041.3:71.100 -1 I L______ IH OVEK • Halt..15P gooF eLe.v.-5et Ra7f*PLAI piot...1r virw 61r,E. yigtev ROOF LADDER ver--1-01 MET. 1VECK- coTKUCT. TREAT? 2)4 ki17. Vtan..KINCI • HEW KCP(.7F .001.1517.- SE. 12.PC, 11.40H I -C) MECH. CURB DETAIL We 1 .0.1 MAO "- • - • • • • • . , 1473aitri.Lv0,11.441,11.4510S1 ,SM Roof= TPLAN PFAiot7CTIVNi Port. 032 . ■- ia OVERFLOW SCUPPER • hull 11111/1111111111111111 0 16 Tut t. 1 11111 1111111 111111111111111 2 „ *.rWA12LD1114454 . 4 . FIT0c S;41 bEiS t, 1=1.4:4 Fr*, 130-4. ...71.140.41400 I -Li- r- --t L 606,L.v. mer, copwa ex TREATED W2. CUT TO CL,E..6.-r .5EALAOT- VR" 7/8,11ceM. pLA5T68, Mel; LATH 61-P6. PAPER,1/21'We 5HeATHING4 MET STUD FI-A51-111.1G 1Y1-? BCrri4 SIDee C; NALL, eX le" 6.i, SCUPPER FOR OTH5IR IJC)Te5 Akr) 1/2 e$t r_COHO FL.r?2-. EL- . 4L" SYCC-7(.-.• TUtt T 66. ¶ FF. af..7-7-7(Ja" • CITY OF TUKWILA APPROVED JUL 24 17 A'a / 1/2!' ea-1/11: a-2HT61 4 N Al ,ourpi7,..A.H:r 4 Tr-MATIED IdOTEs IEXTE44P RO2F114.i IMTO 5C.LIPPER,5TOP e GRAVEL. STOF? al. Co1,4c>1170R- HEAD, ■ CAN'T NEW Roorit.ie4 • c2e-a P-oor pLe64--i Ye>" x zrizAp( Lod a a. mA,v F4 END-0. G. I. PCWkWOLJT 7)2r.6.-ret9 ?..X4 pi..,X.44■Ndt *4"a ti A SCUPPER DETAIL 9°16 i1/'t .T!-od dolf 2 0 L r . C--49„f cpTI'-UT. E:X14'TIN4 GONG. MN-1 4 Pre-le■ ROOF PARAPET INTERSECT. AT EXISTING CONC BEAM • II II II 111111 IIItliIII1IIiIIiIIIIIII1I1IIIIItI1I1I1lI1II II II ,6 'flIA "C'IP'44° 12 iimi/MomMa. COPYAIGHT '198 THE CALLISON PARTNERShIP The Caflison Partnership Amiliteeture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623-4646 The Callison Partnership Ltd., A Corporation a CONSULTANTS 111111112111101111181111=11111111151111 11 REVISIONS IINNIMSINIMISIMMINWAIMIll Date Item. 3.11-137 APPalPliM APPROVALS 121=MININIZSIMMSIMMI CREIGHTON/MITCHELL Project Architect cozkuz... Drawn MIVASATO Checked Approved , • , Registration SHEET TITLE RENSCOSSMENEIMMONININ BUILDING SECTIONS - AND DETAILS 88205 . MAY 4, 1987 Project No. Date • 111 SHEET NO. BlififfilaRMINSIMEMINKCEIN A6.03 I I I I 1 1 I 1 I I I I ME11 N I I l!fit I linei I IR NM I I I NI 111 111 11 I al I 1 m • 5•430,30,o , ir 4' 4' .-■ € NCIZT� 0.NTK1' -�- C1Kc.11a 1460T at•!rw.!' 4'- 2'I , Ill, 51.+1 1.12 1 1,121 12° 5 40 d ;1117 LINe NQ!cTH - CAST STONE I D0 T+,1112b P'L001 ■, 1 N — l7RICK. IZe/EA.l. eECoND F LQCA. UeVINC7 ANGLE ®� :. EL.. 410 eso The Callison Partrnersh p IsELIEvNc ANGLE Architecture Programming Planning Interior Design .i i Y Vii.•:. ..07 W.L.! cUt2VEto BACK ENTRY WALL 'ELEVATION 0.1 1 - 0 " @ WES T ENTRY, NORTH ENTRY SIM. 1 Fl FLOOR, .L.. 2fD'- (o11 FI`..EP GL, PciolFCa IJl3RTH ENTRY AUTO SLIDING Gt.- ERG WORTH ENTRY-Sea - AN e&,/Al0.04, - cA\ST aji01%E (7'0 VENffKc (p'I -) LNL1TQ 5L1v1MC-1 Ci�1L. 7Q 7R. c ? NIC?rk.r-1 ENTRY ELEVATION LAN 2:.o 1/4l 1' C211 @ WEST ENTRY, NORTH ENTRY SIM. FIXED Cal..000F G Nc; grH E.t�ITt2Y 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Caliison Partnership Ltd., A Corporation ■ CONSULTANTS IINIRMINIIIIMESSISINCOSIE 4" 10Lepj1 (,�I -Cj 0 r OF RADA' RADIUS LINE I5 M I' 601,100,1-1 OF ENTRY* WO,ZK LINE OF RAUii.l�a ioL e>n 3Lo'L (v'-o'I 11 I?431_1nwi 2a ;4. n OPE OVER1 -13A E► G OF OH, D9OR OVER MOTO L.tLiJG 24 10.0 Ovo- RNe+AD ROL- D R.OU -'•►JG OOOR A13oY -. 5E `TAIL STORAGE STORAGE rl l� 113 10,03 "OVE� R HE A D G 7�R A e� MOF OTOUAA7J UU - Ihla SEE f L pOD STORAGE GISPL,AY(TYR 05 10.03 STORAGE 1 i1 130 10.03 ' r % ∎: 4 I, TY 147 F9R orHEU 5 16 >f DISPLAY. Nare'� Arta � J �-a y wino immicle r 1:7arAILS SEA OF E,' -♦ '___'�T41 � CST. 1/A7, o3 . �� ,. 'O .1r. • � 31 1✓o3_�v 31. 10.0 10.03 SIM. VESTIBL LE (151 _' E T. /\1pC..1 Fog.. FL. ?AVER..( >D,Trc reN 6).07 '410.0 NI REVISIONS SANINGEINIZOSIMIIMER 15 .' 6.07, DISPLAY. ri 12 FOR OTHER DISPLAY NOTES AI1D 11331 DETAILS DET 1/A7. r: 31 1vo.opr: LINE OF 5OFFIr AEOVj=- 45 Ik 111114 111____ 11 al FO,COL, BANG FO. E3AeF 21.552 21.552 a3(.45° LINE. LINE Project Architect CF GLASS OVE:RHEAc, ROLLING DOOR MOTOR AIJD EME riAr1CY PULL CAAiN ACCESS, WIZLJ° CC7‘...k/ 14D.R17 1 7 •(c) ta' -O, W12X40 P. ,1NDS£Y• STATE OF WASKINGION 2141NRICK PAVERS 1,4/W" 171Nc bEP - caacR�rr:� c= 11� 1111 i UhIIIhil 1111 1111E �111111n u1111 IIIn111111t:111II1111 • Atak CITY of 11,1RWIIA APPROVED JUL 2 4 1987. I .) I;vsct 17006LF.1 WLI71ER BRICK PAVE J17 ..TAIL CAeRHE5,AD RDL ING POOR MOTOR ANC:3 EME- RGAtJCY PULL CHAIN ACCEa , Y53X3 .86205 Project No. PAVING ` DETAIL COPYRIGHT ® t2* 1iIE CAI.LISON PARTNtRSYIP 1111 1 IIIII 0 T61��S 111111111111 IIII 11 1 2 II IIIIIIIII!ilII1IIIIlI)IIllI lIIII 41!,x^ 111111111111111111111111111 1 9.. 10 111111111111 11 1111111111 11 MMLW4DM &V. 12 sclsri, a�x1.7 Lek AGO '? pAN li .. 4Ka PLAtJ Po te. �ilzf✓ (.O lIOt'J DISPLAY WINDOW 21 -o' 1.410E 1'0R7A8LE PLYWOOD FLOOR PIECES. SEE 0 TAR • A. WI00111 SHADEIS TO OVIERLAP JAMBS, EACH OTHER IF MORE THAN IONE REOUIRED.' IXi WOOD FRAME W /BLACK FABRIC STAPLED OVrtR. AFFIX W/ MiAGNETIC! CATCH-BEE I I PLAN 3/8' = 1'-9' VAtz I r1•0 Sea A+.01 BALLAST BOARD BULI1,•OG LIGHT TRACKS MTD. TO CLG. GRID -- PAINT FLAT BLACK. TRACK MUST BE 3' CLEAR OF PARALLEL CEILING GRID. -_1--___ i T"-f i I i I t i r - _ i -, I - -I- -I- - �- -.1- --1- -1- --I- - -I- --I- 1 1-1 I 1 I I I l t --1- - -- 1 1 I I 1 -4- -+ - • -4 1 - 1 1 1 1 1 1 1 1 1 1 1 1-2:-11 _L I?._' - C.:. I-G1111--Of- d- 1 I 1 1 - -1- - -1- I ! - .I..... -1-. - •1- - .1. 1 1 I I 1 - -1- ••1•• •- -I- - -1• I I 1 -4.-- -1- .- -1_ - 4. 4- - -I- - -1- - -1- - -- -QL -3.42 -Pit- -1- RNDS PIIINTI �'I STEW. 1- FLAT tiLAC1( 1 i - -I- _.1- --- 1- -- I- _- I- -- 1- .__4- _ .1... _ •1- _., -I- _ 4- I I I I I I 1 1 - 4- ` i- _ 1- -1- -1- -1- •-- •i.- -1-- - •1- - -I- - 4- I 1 ! 1 1 I ! ! I - eo 211 140T'E, EF. A-70Z 1 I 1 1 I I I I A 1' X I' X 1/8' METAL ANGLES ALL AROUND PAINT FLAT BLACK. REELECTED CEILING PLAN 3/8' = _0 . PAINT CEILING AND WALLS ABOVE, GRID FLAT BLACK. CEILING GRID AND BULLDOG LIGHT TRACKS MOUNTED TO GRID. EXTEND FROM WALL TO WALL. WINDOW SHADES r0,014.., 1/2' PLYWOOD FROM FLOOR TO CEILING GRID. COVER FACE AND WRAP EDGES W/ BLACK FABRI COVER ALL INTERIOR WALLS. NOTE : F•o i2 ' M'' 114 PA61z1e. GLASS WINDOW EELLEVATIONN 3/8' ._0' 3/4' PLYWOOD COVERED W /BLACK FABRIC. (PROVIDE T J SETS) ATTA441 PASIZIC. N N1,444,10:. A5 r1N OAF • METAL. ANGLES BU1LO0'G LIGHT TRACKS MOUNTED TO GRID. BALLAST BOARD COVERED - W/ BLACK FABRIC WINDOW SHADES PORTABLE PLYWOOD FLOOR PIECES.CrgoVII=V TWO �a�T � NUM5M1gL I'A,c..K':' O IAh at,„S /.`,Ne, 14:.L-U p10f -LA1( WINt2.2W Nude, R To 1= 6‘1l.ITa`r e. we p c- cMM7• e� 1-11 ' 1 WITHouT PA.raF21L ()DETAIL (JSECTION 51-0110 MALL. N* /A(0.07 For I.IM t~i.J�,IO►.14 r i--t, I I i_ /IigMA.I. -L.. .. ~ WALL. �-. &W �O t3 1✓�I'r �.�. CEILING LINE ( YHERE OCCURS)--1 3' -0' �' eo 211 140T'E, EF. A-70Z e �� N lr l►J!`.. - o' - PAINT: T011A1CN AI ADJA PIN ® PAINT BLACK BEHIND GRILLE METAL FLANGE . __ _ r _; w I 1j1 1 I , ' ' , 12".(12 : OF 3 /e BOOS PAINT SUSPENSION MIRES AS REQUIRED ©12. �ODL.�+.S OF 1.O,AJZ, CE I l I NG GRID "OIA, S EEL STEEL F! re -' I �1 �IAJLL.1LINES 4�J -ro. FyJ Gil �GIAL.• b� � Lev scro _ d- I r% i 1'X'2' YD. NAILER SECURE TO WALL. f=124 Fib'�I, RIGf�T6G' - (�Y i- " Nil COLUMN �°►5� p Fog. =1.11....L.... <:OL.0 1'J _ _ �° EL V,4TIO+.i - _ �, ,, -- - -, _ �e - - q VISION GRILLE_ FABRC SCN '.n' -_ ._,^_T p �A� GYF'' -..4"-'1)8' `� _ FABRIC SCREEN = g -t a `' p { v� Imo' 4 E - Ci'�f' TAL •'v as a -- I 1 EX �1ii !� 3 H ' , !�� 1� -.'_ . -CO. LACK DL B I 11!2 X6 GRAB r ;Rn 5 1/e/1 n' FROM EOCE. 1._6' , )_ Z- , - -= FABRIC SCREEN NOTE= SEE INTERIOR 1 / =4^ \ �p _,, U� �,���, 1 Ala - ��ji YP \ �kZ n�4 �N 4 ~ y � li OR MIRROR 3y� a �+ I'�)L" A1�JCaL -a �TtZUG'r ��, A'rTPN QNGV� 1A. ('� cal- (� ra YI � -rr2.1.4 4t 1� s I �E reg. (� o,IO.GOI� _ZI 0 p 1- t� =+Irre t 1, --� -1 GL11 A5 Q'p i-\� ��_._ � 1XIX1/8 . METAL AHCLE,COKT. AROUND - PAINT FIAT BLACK 11111 '' = ABOVE' OI SPL IY SALERMO COVERED 2' =0' _��r tI\ _ - '� .� = II 1► _ n It 4 70 r; �` = r „ -t _..c - '- N �. L �- 3/11 tit Sr-4AFr i� E.. HANDHOLD.,= „, SECURE TO STUDS SOLID BLKC. IN ELEVATIONS FOR WALL CONDITIONS. B OR ;' WALL. -+ r • $TEPSI 3 /d' PLVO• SHOP GRADE NAIL & GLUE V EXT• GLUE ALL JOINING SURFACES. COL, �lr� e- c ,1 'd OZ. ' V __{ I - Te�•TuRD`L'' OGGI_J1?�j VISION GRILLE DETAILS �1 ;J (oil ,, , - ,./`�, , I ! i _ -t t`1 / . V- - At _y) - - Itil 1 3 /dj,AST BOARD I 1 goyjr,0 MErki.. -' G-A -1..1P ,MIN 4. : -d > M oI-.1- Ci1�I( 7.03 LAP JOINT?;A1 ALL -A . -- ' II-611 "PLYWOOD S 4' -0 LONG SECTION_ l'.P CU1-UI - T� co..! T Ir:1 UQU �y t-FAG� �..., • _ - - s i 1 �i1 r I, -emu A; IZQ (7 t- - � P �A_ _ . • 3/4 . 4''2 "APP COL-Gi1�'�%' COL- Q p /i __ r r' _ :a;- .9 t �� NOTE FoQ- h _, �C�1 1/2 ". PLri000 COVER %� .M� 1N >r4P:R.1G FAG: A7D `,.., !'t�LL F.GTo �y - I -a - '- �, <v •' $ N 3 +� • a4' .o r, I YF' a CORNERS. SECURE' STEPS TO STUDS OR SOLiD I � � rhi GO L� 4,sE I I /A7.a3 � if- �IL1T�1.1 ��� rwA.i- ca V � r�uc.T i=oFz. .. 4. Le..'�GAA.Y IaN �® �� , ` rl Q`', :• •.11 o; 17- b • , .4 all ., q , -s' 1 NOr�: PEA 'I 2 LIC'�HTC.c�011� ��� 6�7.0Z Fula- AI�1 ©u� GULL G 1+1 �I �iTIO 5 GJ�� �•FrL..C. "(•f%!9 GI(�•INI� W F�cz 6 11,1 NC-a I 1.11 ti1ATcl� 1a,L. Yre-,2 L.©�ATIcaN �''a (� p�"� COLUMN REFLECTED ED CEILING PLAN = (1 I O i - + I � t-'t d- \ _7 - .. �` {� 1-" ' °'�'�•�,i� j BLOCKING. . 3/4' PLYVD SIDES FLOOR '1 F5��4 -D _ , 1 , ,•.� EDGES V/ BLACK, (CCCL'RS AT ALL DISPLAY ALLAS SALE.'•NC INTERICR �� ' DE`I°AIL FABRIC. 4A..£) �� s �. ) :. ,... .•- 11 p E5 ®i' �• A 4 la - I ---=� 1 � . �,� .� 1 �� _ i -la.M ? L.cx_\ -00.61 ( n LINE .' - i• ,y/d q. I u j -1 /� q _ coi.0. iN �•47RPNP(' E�bfje I N 4 .2 I I'- �� NOTESr 1. GLUE CARPET'OR`RUBBER NON -SKID STRIPS .TO STEPS. 2. 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STAIR #3 1/4% 1' -O" COPYRIGHT 6198 'THE (ALLISON PARTNERSHIP IV �, II 'I I rI 11 111 I UM iru ,. I11IIII(IIIJlIII 11IIIIII11I11' II 2 ..�. ..''j► 11111111 I II I I I I I I I I I I I I I I I I I I I Ii J lI I I I I I ItI l ' l I I l l 1 ' I l 1 1 1 1 1 11 10 11 ".pt•r" 12 • kJ:�J A twiftwii;* -4; 4-Nrorrarlor 0 01A°1°°, 11 FAM r "Ight. 0 ; A Pr. );;;1,\ 2 i?R . RATE to WPU-- CONST. OFFICE SUPPLIES Architecture Programming Planning Interior Design CLERESTORY CORNER 11 ode) CAN MET. 1U4 INJL..ATWt, c- IL..AZINIC1 IN z' AMOR ALUM. EILL\ME. 41•11 r ILL 4 14 ?3 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Lid:, A Carporation • CONSULTANTS mmoiniMINIMISIMEIMENIMII NEW i::..e DRESSING ROOMS FL. FacI''T NG FL -002s 8m6. STOCK UPPER LEVEL rIL M' 'IM. BRICK VE.Nae -KZ, 11 /eil L\IIZ .Si'l�E t ..Dc-/ 11■19EIC CMLJ )(.tLIL /INCt FL ' INc1 4 kle.EPHoLES L": 4'' C)1 o•G• D1Q P M■L ILQUvl:R.W VIrHT WINE 'GKEEN STOCK 14.1, Rt REVISIONS SILL M FASTEr-1 A5 IZ.E �. S \L,A.NT 2XTle- E4\ -i'i HP. - FL.c,c-oHINICI '�- SEAL. -IT SECTION THROUGH STAIR #4 1/4”: 1' -O" 1MJI1.-t NC9 41- LOUVEF ED VENT - OFFICE SUPPLIES 2 . R t -r J■kk{-a..- CON ST. STAIFI 4 P.O.S. /TELEPHONE (3501 FI121~• i -;^ aYi r IN APPROVALS MICEENIMIAMMMEatengeam CHEIGHTON /MITCHELL Project Architect • Drawn MIYASATO Checked EX15TI NG E 1E:Ra Gg- VVisia- Approved C1Ty oF T(ihi „, U . JUL 2 4 198( holto Pi 2702 RLL:).::128i.Z33e- RCHITLU( 11 � I is-re l�l ^1 -I- �j- :I1 1cTd WOMEN 24i] 21.412. g46-1V LADIES LOUNGE 2.40 C,oN,T PIS f�io�E CUTLET r< STOCK JAN RECEIVING /STAGING 12971 IZI L!`�'�J 2ND FUz, 1 sr RA.,1 4! tt- FREIGHT DRESSIN ROOMS 1 I Registration 1� 111111114 • 14.71_ � (1Iitinllt e S-pr.I0 GXTEI2.I0R WADI. COPYRIGHT 198 THE CALLISON PARTNERSHIP • 134: k,1=a d2; jE. 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LK W' I" vt�14- \&- J F 2'_ 6,11 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Caliison Partnership Ltd., A Corporation ■ CONSULTANTS ■'REVISIONS No. Date Item 3•l1•87 '62TOr.lt r� 1/44: 1' -04 . - 12o1,11.1yP©uT ,FLA r' rz r ' I;W : PL 4I.-4 -`-+• E.QUaL. wlr.i1201aa�� - I eauAL. Iti0p SILL 6ATe2 : WIC CA Ntt Cc'N% FLA i 11-1C( 4 coLINTER F AA1IIN4 - CG�NC. CUIea •SEE car UCT ; I�.UI E 1E. -• e' 's •', ' • ... , ACCESS PANEL 11/Q!` 1.' Project Architect Drawn `�° MIVASA 1 O Checked CITY (3F ft:hi: LA :. 1 Cj Approved A f' i` i • itzTr- JUL 2419 7: 13u fV1!}0 till >I L: c Ui1�i`iiC.M •• DI�I9L.A,'' jl=a. WO K, -r 5" wive. el-rt. 1..44.L.t� p to -TOP of 41UG s - G,E.•T'I FLL»s -! !�1 /V�F.ft PL . I'a iM -r -ro rl ,.` Of`J f211ci1.14 yl ME-rj �TUt e.L...7 I- c %I! • z I.a. K4-, "t c wb ki/ Va.K r..1)15 r21 x21 Qom'i �.-r.� p rr4 MlNc z Lowit,: j ll 14.14 I,•f vrr4 :. crtix ® I ` �r -�. i.rt�- i I c. �r .It I I I T l I t . 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LK W' I" vt�14- \&- J F 2'_ 6,11 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Caliison Partnership Ltd., A Corporation ■ CONSULTANTS ■'REVISIONS No. Date Item 3•l1•87 '62TOr.lt r� 1/44: 1' -04 . - 12o1,11.1yP©uT ,FLA r' rz r ' I;W : PL 4I.-4 -`-+• E.QUaL. wlr.i1201aa�� - I eauAL. Iti0p SILL 6ATe2 : WIC CA Ntt Cc'N% FLA i 11-1C( 4 coLINTER F AA1IIN4 - CG�NC. CUIea •SEE car UCT ; I�.UI E 1E. -• e' 's •', ' • ... , ACCESS PANEL 11/Q!` 1.' Project Architect Drawn `�° MIVASA 1 O Checked CITY (3F ft:hi: LA :. 1 Cj Approved A f' i` i • itzTr- JUL 2419 7: 13u fV1!}0 till >I L: c Ui1�i`iiC.M •• DI�I9L.A,'' jl=a. WO K, -r 5" wive. el-rt. 1..44.L.t� p to -TOP of 41UG s - G,E.•T'I FLL»s -! !�1 /V�F.ft PL . I'a iM -r -ro rl ,.` Of`J f211ci1.14 yl ME-rj �TUt e.L...7 I- c %I! • z I.a. K4-, "t c wb ki/ Va.K r..1)15 r21 x21 Qom'i �.-r.� p rr4 MlNc z Lowit,: j ll 14.14 I,•f vrr4 :. crtix ® I ` �r -�. i.rt�- i I c. �r .It I I I T l I t . 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'NI MEM EN The Callison Partnership Architecture Programming Planning Interior Design 2I' w 4" ICoTIL.O.a7 LINe OF WALL- 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation m CONSULTANTS PAVING PATTERN AT MALL ENTRY_ 11411 011 PAVING PATTERN AT VV EST ENTRY 1/411,1,1L0 PAVING PATTERN AT NORTH ENTRY y4-"_11L011 Co 47 r_11 .111."-.s'*-11' 1/n STowel A" - STOkie,118" FLAMaP hull ®r B REVISIONS EIBIZZIRMIUMMINUSIMEIRE 10.0 c `co ?R-1 O. 03 mak .t: ■ . 41111:416, 'Slum ■ ■ ■■ ■ 111111111111111 NICIIIP-F r maimi 1 •• ■ n CREIGHTON 9 MITCHELL Project Architect JFr Drawn PAVING : PATTERN AT COLLECTORS PAVING PATTERN AT PERSONAL SHOPPER 1/41; lLoll )1--- PAVING PATTERN AT SPECIAL OCCASIONS 1/4"=1'i . V41/ i2EVEi-Ai.. JC inrT CITY OF Ttiitl I1.A APP;;u 11D JUL 2 4 !987. ni IUitl! cal-0N. 5TONw V4'I REVEAL JryNT STC)N II c roN 6 " I C - oT1 " ,r SIM1 10.01 3/411 Ttvett3" Dior-' 3/4" erc4.1E "A" FIELD -t-YE? TYPICAL DROP DETAIL TYPICAL DROP AT MALL ENTRY 4/4",--11-00 f 1 STONE s E' •5TOME "A' DROP AT COLLECTORS 3/4 I, STONE DROP PETAIL 3'I= 1' -ca'l 86205 Project No. MAY 4, 1987 Date Nil SHEET NO. SKSINNUmassommon COPYRIGHT( 198 THE CALLISON PARTNERSHIP A1O.Oi • •a.e wti 0.1∎C' rwn.+. :.' SL' t' �.•.`�6's�i34Mp,' ±ror„•.rnr,.av: v.: 1111111 11111111111111111 111111111111111111111111 111111111111111111 ( 111111111111 11'I'1'1'1'I'1111I�. 1 111111111'111'11111 11 1 11 mlbleI EMYLla 17 r FASHION A CESSORIES • • 0 MIRROR - ALL 4 SIDES %/H SRO. occ.t.4120, 2 1/2 METAL STUDS —CEIL INC (HGT. VARIES) TREATED WOOD HLKG. FOR HARDWOOD BASE & MIRROR ANGLES TYP. ALL SIDES. ---5/8° CVO PuPLo)( .-10GL oe-Lig‘o PLAN - MIRRORED COLUMN 1/2' = 1'-0' ELEVATION - 3/82 41.1.1.11110.1w MIRRORED COLUMN ;to, — COLLAX. r a51 463,4-n- Ws;figlit-- 44.11X?1-1 014.2)( off. F R.E ELK-ri A c7AK riLE. TAILOR 123 777:271--- 2,61;•44,41,,,'" .L? , 1111 11111111 2 wrirpirpirilp 1111111 pig 00,4"6""" 12 COPYRIGHT@ 98 THE CALLISON PARTNERSHIP ieAlptC altriee— iti4A *esti ..ihrecit.ertSk. .4.,fi . , „ • The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seat!ile Washington 98101 (206) 623-4646 Tne Callison PartnershiP Ltd., A Corporation CONSULTANTS 1111111111111111111MIWOMMINSIME REVISIONS 111511.111111011MESSIMENIS No. Date Item A PPROVA LS SEEMBRINVISMingeggall CREIGHTON/MITCHELL Project Architect Drawn MIYASATO Checked cv-jc4,2. Approved C17,T 'PROVED : JUL 24 1987 Ii s> 4,,u1i:ti • TAT( WASHINC• I • tied.l.")E I Rey;stration SHEET TtVLE ISIVIENIEWNEERMIMffignm COSIVIETICS, TAILOR & ALTERATIONS 86205 MAY 41987 Project No. Date • MI SHEET NO. EMISSIMPlialallIMENOMISIIN A10.04 • 111111111MMINIIIIIIIIIIMINNIMMINNMIIMEN1111111 _ 1 , yc? fit o" 1rMIN 1! 61;.' r) MAX NORTHWEST MENS SPORTS NORTH MENS SPTS. 162 N.E. NORTHWEST MENS SPTS. MENS SPORTSWEAR 31 2,0 154\ S.W. MENS SPORTS VOID N.E S.W. MENS SPORTS 167\ SOUTHEAST /168\ EAST MENS SPORTSWEAR MENS SPORTS sc 1'x41 }. �2S ant eat-Ir Kr :s 'rACF �G 2.IQ" iis`� NORTHEAST BRASS RAIL 170 EAST.. BRASS RAIL 1s1 SOUTH A183 SOUTHEAST WOMENS SHOES OiPP.182 WOM. SHOES SOUTHWEST /193\ WEST BR. " PLUM SHOES BRASS PLUM SHOES • 156\ S.W. 158\ WEST ` MENS SPTS. OPP.157 MENS SPTS. OPP.159 MENS SPTS. IM4-011 H 184 EAST WOMENS SHOES .SOUTH 19 \ NORTH 195OPP. BRASS RAIL MENS SHOES _ • ./E SOUTHEAST BRASS RAIL NORTH MENS SPORTSWEAR EAST VESTIBULE / MENS SHOES G.E. • mess sportswear 161 NORTHEAST MENS SPORTSWEAR MENS SPORTSWEAR c 1A`i ei-e-VATatz 174 SOUTH 175 EAST MENS SHOES MENS SHOES PASSENGER ELEVATOR I_ol�_ ,_5 st cas j4 ,d r" !i MIN SOUTHEAST WOMENS SHOES h\WEST VESTIBULE EPAc-ES e -ZI ol, 1S7 NORTHEAST BRASS PLUM SHOES I111I11111111111I� :111II111I 1111111111111111111111111111111111111111 111 IllII1111+iII11111I1111 11111111111111111111111111111 Nill� e z' -ol" I �V Hirf • \EAST BR. PLUM SHOES x.1 170 1A15 %163, S.W. OPP.164 MENS SPTS. • A 165 NORTHEAST MENS SPORTSWEAR C r1' s'Q rl �1.' -0' 11-01'111t1 Iii • ZC z' -d gaz 176\ NORTH ? NORTHEAST' A78\ EAST WOMENS SHOES WOMENS SHOES WOMENS SHOES r i rAil El.- 1- r O 2e 'At E"a I l9 �rAC� 2!�,"" PA� e z'1 0II 1a9 SOUTHEAST BRASS PLUM SHOES TYPICAL DETAILS HEAD/JAMB PIN PANEL AT JAMB/ HEAD SIMILAR MiFIROR AT HEAD/ JAMB SIMILAR. • WALL TOP OF TYP. PADDED PIN PANEL PADDED PIN PANEL AT STANDARD PADDED PIN PANEL 2.07 TO GWB "Ifit Aft, rr. BASE CARPET BASE AT PIN PANEL �1 WOOD BASE AT PIN PANEL or- NI F,,,Rcik WOOD BASE AT GVVB 20? VIM r I' -rill VOID 1g0, SOUTHWEST BR. PLUM SHOES GENERAL NOTES INDICATES LINE OF CASEWORK` UNLESS NOTED OTHERWISE GRAPHICS: DEPT, & SUB DEPT GRAPHICS SHOWN IN APPROX LOCATION ONLY VERIFY. WITH DESIGNER ON SITE B FORE INSTALL PAINT: TYPICAL COLUMN COLORS SEE SHEET 1- 2.09 INDICATES PAINT COLOR,SEE SHEET 1 -3,01 I I• -3.02 Dp1� INDICATES WALLCOVERING. REFER TO PURCHASE: ORDER SCHEDULE Mi r' I P =wild NOTE: • WHEN WALLCOVERING IS SHOWN TO BE DIRECT APPLIED, SUBSTRATE IS G.W.B. UNLESS .OTHERWISE NOTED. SHADING INDICATES MIRROR The Callison Partnersh Architecture Programming Planting Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 p The Callison Partnership Ltd., A Corporation 0 CONSULTANTS El REVISIONS IIIIIIESNMIIIMMENEMINESI No. Date (tern ® APPROVALS gannesammusatessuassi CREIGHTON /MITCHELL oject Architect Drawn ' \ H 4 MIYASATO P P R: Checked ; ' JUL .2; 4 10'7 Appro t� • BTATE Of WASHING10:1 Registration �! SHEET TfTLE FAST FLOOR INTERIOR : ELEVATIONS NS 86205 MAY 4,101,_ Project No Dote SHEET 100. J -2.02 hey +go;..4:^6'iT; SOUTH GIFTS EAST 252OPP. GIFTS h3 S.W. GIFTS 4 N.W. 2550PP. GIFTS EG?Is0► EQ a WEST s �` EAST GIFTS GIFTS 270 S.E. GIFTS SOUTH GIFTS 0;. tin e sracEo6 e,41-0"P 114 56 WEST GIFTS sly( 7-7 4 6rAGE5 MIIJ I c ' -' ou b$QUTH_ 2 S.E. •.S' \ N.E. EAST TOWN SQUARE TN.SQ. TN.SQ. 1 Gict„...iIe, 3 -65, r. TOWN SQUARE WEST TOWN SQUARE ILO" r MIW. g 1 SOUTH SAVVY 9‘- S.W. SAVVY ij 4/PNPR.k%L., L EQ--)e.606Cesj( 4' rG41-Ut 'I SOUTH Ss NORTH GIFTS 258OPP. GIFTS N.W. TN: SQ. 116T2srAc- Pc 4'011 • /284 SOUTHEAST TOWN SQUARE A274 NORTH TN. SQ. VESTIBULE PAt•10R S Ic1 5rAc, . �2 t' GE5 r c T1- O" 'I" r I e,42-0 u `_' COQ E�J S.W. TN.SQ. • c&'4., women lounge A276 NORTHWEST TOWN SQUARE yr 'rl(c slov to or L.EV�.Toi- be.Yotio :L85\ SOUTH 286 EAST TOWN SQUARE PASSENGER ELEVATOR 294S WEST . COLLECTORS TYP. BUMP 261, 262 OPP. 263 OPP. 264 265 OPP. GIFTS NORTH TOWN SQUARE 7 /28 6 [5:011; i -oil MM Li.1l r r M uJ SOUTH PETITE FOCUS t4 1 g c z_2__U__\ NORTH WOMENS LOUNGE EAST WOMENS LOUNGE 66 EAST GIFTS A26 SO IJT�I GIFTS The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 NORTHEAST TOWN SQUARE The Callison Partnership Ltd., A Corporation ® CONSULTANTS CP.I't•-I IG EAST I- TOWN SQUARE pY pet is focus REVISIONS No. Date Item 28� NORTHWEST PETITE FOCUS 2s� SOUTHWEST SAVVY a APPROVALS CREIGHTON /MITCHELL. Project Architect P/ Li27 Drawn MIYASATO Checked TYPICAL DETAILS HEAD/JAMB BASE D ..sSTATE Of H/ $I C.iiY 0f- JUL ,2 4 1981 PIN PANEL AT JAMB/ FIEAD SIMILAR CARPET BASE 5 AT PIN PANEL INDICATES LINE OF CASEWORK UNLESS NOTED OTHERWISE . H,i fr,, ltif MIRROR AT HEAD/ JAMB SIMILAR! TOP OF TYP. PADDED 2,07 PIN PANEL WOOD BASE NI.Lcp PIN PANEL 4:1t4 WOOD BASE 2,07 AT GWB SIM MIRROR AT CARPET BASE GRAPHICS: DEPT. & SUB DEPT GRAPHICS SHOWN IN APPROX LOCATION ONLY. VERIFY. WITH DESIGNER ON SITE BEFORE INSTALL .PADDED PIN PANEL 07 — AT STANDARD TYPICAL .COLUMN Cf)LORS SEE;3HEEir,i- 2.00' INDICATES PAINT COLOR.SEE SHEET 1-341 � I -3.02 100 INDICATES WALLCOVERING, REFER TO PURCHASE ORDER SCHEDULE PADDED PIN PANEL 2.07 TO GWB WHEN WALLCOVERING IS SHOWN TO BE DIRECT APPLIED. SUBSTRATE IS G.W.B. UNLESS OTHERWISE NOTED. SHADING INDICATES MIRROR a SF'.ELT TITLE 86205 • Proiect No. OWE( NO. COF'VR GHTdR IU TH! !ALLISON RARTNERSHIP esileriV • .r:..+,,,,s11f4R4141∎RR71kasKi'Ar..r: 111111111 0 1141111 INCH 11111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 III III 1 1 1 111 111 2 IIIIIIIII111IIIIIIIIIIIIIIIIIIIII111IIIIII111111IIIIIIIIIIIIIIIIIII 9 10 11 wn""1"4°'" 12 citikrHIC. I- C.51. 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PADDED` x-2,07 PIN PANEL_ a, PADDED PIN PANEL AT STANDARD PADDED PIN PANEL a.1c)n TO GWB ,.... ..r.wiii:,:k...tw ne. .r ,.. MI4.:.:.a•.i'.ryr ?� EAST PAC SENDER ELEVATOR BASE CARPET BASE AT PiN PANEL 514 WOOD BASE 2,0/ sikf AT PIN PANEL . WOOD BASE AT GWB MIRROR AT CARPET BASE ..;�a:� a. 1 z rim PANELS 1 Q 7i041^1 X 4'-f.9I'H EAST EMPLOYEE LOUNGE GRAPHICS: PAINT: NOTE: Ass NORTH LINGERIE The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Aven`ue Suite 300 Seattle Washington 9£3101 (206) 623 -4646 The Cailison Partnership Ltd., A Corporation r CONSULTANTS IN REVISIONS No. Date Item Drawn MIVASATO '. Checked GENERAL NOTES INDICATES LINE OF CASEWORK UNLESS NOTED OTHERWISE DEPT. & SUB DEPT GRAPHICS SHOWN IN APPROX LOCATION ONLY. VERIFY WITH DESIGNER ON SITE BEFORE INSTALL TYPICAL COLUMN COLORS SEE SHEET I- 2.09 INDICATES PAINT COLOR,SEE SHEET 1 -3.01 , 1 -3.02 INDICATES WALLCOVERINO, REFER TO PURCHASE ORDER SCHEDULE WHEN WALLCOVFRING IS SHOWN TO BE DIRECT APPLIED, SUBSTRATE IS G.W.B. UNLESS OTHERWISE NOTED. SHADING INDICATES MIRROR 86205 Project No. N SHEET NO. E i -2.o6 „,:rte,; • ♦.9 ›Att a V!r. ...rte +:KiAKi' co►'YIIIGMT ®190 TH1 CuLtSON WIWI tow 'VMFM±I!rMaIN(Ytl^ .......T • �f^r.�+�.�.rr:..e�. ,s.'n•;.,� n9Y- f.,+^YF'KI. 1111411111 11111111!Ill 0 147115 MC,. 1111111 11111111111 1111111111111111111111111 I 1' II II 11 1111 6 7 cl•4+ax r than 111.141 11111111111111111111111111111111 1111111111111111 11111 1 1111 . 9 10 11 M M.af.w... 12 e SECTION THROUGH ESCALATOR ;& CLERESTORY 1 /0.1LoN cTirisoLtratal 9 /)TYP. COLUMN AT COLLECTORS. SECTION THROUGH ESCALATORS & CLERESTORY _ pll TYP. COLUMN SAT ELEVATOR AND CUSTOMER SERVICE 17e21 Loll The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation N CONSULTANTS i3 REVISIONS No. Date Item APPROVALS 'CREIUHTON /MITCHELl \ Project Architect Drawn MIYASATO Checked P. INDS STATE or WASHNG II,N • ....t cFry Qf l��s;i'r{ fit .JUL-2 4 19'7.. TYP. COLUMN AT PERSONAL SHOPPER lAuv1Lo" .33 TYP. COLUMN AT GIFTS ENTRY 1/2P iI_011 a TYP. COLUMN AT ESCALATOR WELL AND ENTRIES 1 /_II � boll COPYRIGHr(dj 198 THE CALLISON FARTNERSHIP Registration 5;�• !Ji SHEET TITLE ESCALATOR PAINT DESIGNATIONS 86205 MAY 4, 1987 Project No. gate ® SHEET NO. 1 2.09 IIIIISEXIMENUNWOMIIIMISSItIMsmogallan 11111 11111 1 III111�IIII111�111I1111111IIII�IIIIIII�IIII111�IIII1 0 16111!. 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Dram rormwro Checked <74- Approved CITY Pi ":•11P•<,0i A APP' . . , , j01_ 2 4 19.87: Registration .1,4)*‘10., ▪ SHEET TI-E 211,ffinFeS,MMNNgumi FINISH. SCHEDULE.. 86205 MAY 4, 1987 Project No. Oat" a SHEET NO. .61111111111,111111610fantinenaii 1222211211222222111 9 THIRD FLOOR CEILING WALL CC LU Oft a a ROOM NAME OC s m4 . L!'YkIAY Mori Y- -Room _..___... ' 1::N _. I a tx tom'"n IL sr EN ._ -I I- FLOOR BASE REMARKS i4 I - . • Iii. MM 1. s�ss WW® s MssMsss�ss sMs -E sss I ' MMIUM ®ssss MMs M I�ii■i�R: MM s MssssMMsf ■��,,,,�MM sss M " ' �' s I? -.1 ss ssssM s ss •►;r _rte MINT i idle m % 8.--.1.1......---- mil4J - - •- i EIE 31�{ 63E ES LccI‘ r.041 1`x.1 .. _ ®��� • =� �NEssss • -. - EMIL' 111/111111 imAIM ' OM C -!L . it.' 1.1 111110.16 III GM` " - MIsss M s sss_IV�lss• ` : ss • • . Imo. 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II , •II NAME;.. 1 \{ c 11111111111111111111111111 1 1111 1111111111 111111111111111111111111 O141116 IH(, 1 3 2 i GENERAL NOTES ALL EXPOSED GWB WALL SURFACES AND COLUMNS TO BE PAINTED (P -I), UNLESS OTHERWISE NOTED. 2. ALL REVEALS BEHIND MIRRORED WALLS (INCLUDING TOP OF MIRROR) TO BE PAINTED (P -1). 3. CEILING REVI?ALS AT MIRRORED COLUMNS TO BE PAINTED (P -I). • 4. PAINT LIGHT FIXTURE TRIM RINGS TO MATCH ADJACENT FINISH AND COLOR. 5. ALL GWB OR ACOUSTICAL TILE CEILING SURFACES TO BE PAINTED (P -i), UNLESS OTHERWISE NOTED. 6. FIRE EXTINGUISHER CABINETS TO BE PAINTED TO MATCH ADJACENT WALL SURFACES, UNLESS OTHERWISE NOTED. 7. ALL HORIZONTAL SURFACES ABOVE AND WITHIN LIGHTCOVE AND VERTICLE WALL BEHIND LIGHT FIXTURE TO BE PAINTED (P -5). 8. GRILLES LOCATED ON PIN PANELS TO BE PAINTED TO MATCH ADJACENT PIN PANEL COLOR, 9. ALL GWB SURFACES BELOW CURTAIN WALL TO BE PAINTED EGGSHELL ALKYD WITH STIPPLE FINISH. ALL GWB SURFACE ABOVE CURTAIN WALL TO BE PAINTED FLAT LATEX WITH STIPPLE FINISH. 10, ALL WALLS BEHIND PIN PANELS TO BE FIRE TAPED. PAINT 6" WIDE STRIP AT ALL STANDARDS AND REVEALS (P --9). I I. ALL WALL SURFACES TO BE PRIMED WHERE WALLCOVERING OR MIRROR IS DIRECTLY APPLIED. SEE SPECIFICATIONS. 12. WALLS TO RECEIVE WALLCOVERING SHOULD HAVE SMOOTH TAPING SO THAT SEAMS AND SCREWS DO NOT SHOW THROUGH. SEE SPECIFICATIONS. 13. MIRRORED DOOR SIDES TO BE PAINTED (P -9). SPANDREL GLASS DOOR SIDES AT GIFTS TO BE PAINTED (P -8). 14: REVEALS AT JAMBS OF MIRRORED DOORS TO BE CONTINUOUS TO CEILING. 15. ALL WALL STANDARDS ARE SPECIFIED 4' -0" O.C. UNLESS OTHERWISE NOTED. STANDARDS ARE LOCATED I' -0" A.F.F. AND EXTEND TQ TOP OF PIN PANEL. VERIFY WITH ARCHITECT ALL WALL STANDARD LOCAT IONS PRIOR TO INSTALLAT ION. 16. ALL FRONT PARTITION FABRICS ON PANELS WIDER THAN FABRIC WIDTH TO BE SEAMED IN THE CENTER OF FRONT PARTITION PANEL. SEE SHEET 1 -207, DETAIL 27. 17. RICHARD HC P.O.V., OF NORDSTROM, INC. TO INSTALL PIN PANEL COLLECTORS, SAVVY; CONTRACTOR TO INSTALL ALL OTHER I'IN PANEL FABRIC. 18. ; ALL BASE ON THE SALES FLOOR, INCLUDING COLUMNS, TO BE .CARPETED. BASE TO MATCH ADJACENT CARPET, UNLESS OTHERWISJE NOTED. SEE FLOOR PLANS, SHEETS 1 -1.01, 1 -1.02, 1 -1.03. 19. CASf•-IWRAPS AND CASEWORK TO HAVE CARPI E TED BASE . TO MATCH ADJACENT CARPET, UNLESS OTHERWISE NOTED. . SEE FLOOR PLANS, SHEETS I -I.01, I- 1.02, I -1.03. REFER TO CASEWORK DRAWINGS PROVIDED BY STORE PLANNING. 'I RECEIVING 20. RUBBER BASE TO BE DELETED ,AT ''ALL. AREAS RE HARDBOARD WAINSCOT AND WHERE SHELVING WITH TOE SPACE BACKS UP TO WALL. 21. ;TERMINATION OF TWO DIFFERENT BASE TYPES TO BE AT AN INSIDE CORNER. VERIFY WITH ARCHITECT. 22. ALL STONE BASE TO BE ST -A , UNLESS OTHERWISE E NOTED. 23. MINIMUM WIDTH OF PIN PANEL AND MIRROR TO BE 6 ". 24. CARPET INSTALLED IN STOCK AREAS AT DESKS AND WORK BENCHES TO BE DIRECT GLUED TO CONCRETE FLOOR. USE VINYL 25. AREAS WITH 21-0" MIRROR' PA. REDUCER STRIP. • ' - PANELS SHALL HAVE 3/8" GAP BETWEEN EACH PANEL S ! ELF' EVEN WHERE RECESSED SHELF STANDARDS DO NOT OCCUR, UNLESS OTHERWISE NOTED, SEE ELEVATIONS SHEETS 1-2.01, I -2.0I 1 -2.02, 1- 2.03, 1 -2.04, 1 -2.05, 1 -2.06. 26. FO( 0 FABRIC TERMINATION AT DISPLAY WINDOW HEAD SEE SHEET DETAIL I, FOR DISPLAY WINDOW WALL SEE SHEET 1 -2.07, DETAIL 27 . PAINT (P -I) PAINT 11 I (P -2) PAINT 02 (P -3) PAINT 1f 3 (P -4) PAINT 1f4 (P -5) PAINT 115 (P -6) PAINT #6 (P -7) PAINT #7 P -8 PAINT ( ) 11s • (P -9) PAINT #9 (P -10) PAINT 010 sb (P -I!) PAINT it II (P -I2) PAINT #I2 (P -I3) PAINT 1113 (P =14) PAINT 014 (P -I5) PAINT #15 (P -17) PAINT 017 (P-I8) PAINT 018 (P -19) PAINT 1119 (P -20) PAINT #20 OVERALL STORE PAINT COLOR - CUSTOM COLOR TO MATCH DESIGNERS SAMPLE, ALL EXPOSED, WALL SURFACES TO BE PAINTED (P -1), UNLESS OTHERWISE SPECIFIED. ACCENT'' COL OR - CUSTOM COLOR TO MATCH DESIGNER SAMPLE. DARKER THAN (P -I). ACCENT COLOR -' CUSTOM COLOR TO MATCH DESIGNER • SAMPLE, ACCENT ` COLOR - CUSTOM COLOR TO 1?.1ATCH DESIGNER SAMPLE. LIGHTCOVE.' PAINT COLOR' TO BE APPLIANCE WHITE. ' CU S!'OM COLOR TO MATCH DES IGNERS SAMPLE. CUSTOM COLOR TO MATCH S -2. GIFTS CUSTOM COLOR FOR SPANDREL GLASS TO: MATCH CARPET WHEN PAINT COLOR IS VIEWED THROUGH GLASS. COLOR TO MATCH FULLER O'BRIEN 1; DI 2I D, ULTRA BLACK. BRASS PLUM - CUSTOM COLOR ZOLOTONE TO MATCH DE:': tERS SAMPLE. BRASS PLUM •- CUSTOM COLOR FOR ARMSTRONG CEILING TILE IN DRESSING ROOMS. MENS RESTROOM CUSTOM COLOR TO MATCH DESIGNERS SAMPLE. LADIES RESTROOM - CUSTOM COLOR* TO MATCH DESIGNERS SAMPLE. EXTERIOR BUILDING CUSTOM COLOR TO MATCH BRICK COLOR. EXTERIOR BUILDING - CUSTOM COLOR TO MATCH CAST STONE COLOR. - INTERIOR STAIRS, HANDRAILS, AND - STAIR ' PANS TO MAT CH PRATT & LAMBERT 110250A SEPIA BROWN. PANTRY AND KITCHEN - TO MATCH AMERITONE 02H47G. TROY TAN. "SAFETY YELLOW" BRASS PLUM -. CUSTOM COLOR. VERIFY LOCATION WITH ARCHITECT, 2f IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 8 l a 10 11 IIIIIIIIIIII "f Mµ. 12 ,STAIN - S -I STAIN /! I 5 -2 STAIN 02 S -3 STAIN 113 S -4 STAIN 114 S -6 STAIN 116 S -7 STAIN 117 S -8 STAIN 118 PLASTIC _LAMINATE PL-I P. LAM. 11 1 PL -2 P. LAM. 112 PL -3 P. LAM. 113 PL -4 P. LAM. (14 PL -5 P. LAM. 115 PL -6 P. LAM #6 PL -7 P. LAM 117 PL -8 P. LAM 118 LAM P. P #9 F L -9 A L PL -10 P. LAM 1110 PL -I I P. LAM 11 I PL -I2 P. LAM 1112 RESILIENT ` BASE RB -I RESILIENT BASE # I RB -2 RESILIENT BASE 112 RB -3 , RESILIENT BASE 113 RB -4 RESILIENT" BASE #4 METAL BASE MB :I ALUMINUM It I CERAMIC TILE CT -I CERAMIC TILE #1 CT -2 CERAMIC TILE 1,2 CT-3 T- �,.. 3 CERAMIC TILE `• �f 3 CT -4 CERAMIC TILE 114 CT -S CERAMIC TILE /15 CT -6 CERAMIC TILE #6 CT -7 TERRACES #7 CT -8 KITCHEN 118 GROUT G -I INTERIOR HARDAISLE G -2 EXTERIOR G -3 COLLECTORS PAVING • (OVERALL STORE STAIN) CUSTOM COLOR TO MATCH DESIGNERS SAMPLE... STAIN ALL EXPOSED WOOD IN STORE S -I, UNLESS OTHERWISE NOTED. STAIN 'ALL EXPOSED WOOD IN MENS DEPARTMENTS - (MENS SUITS, MENS SPORTSWEAR, MENS FURNISHINGS AND BRASS RAIL) - COLOR ..OLOR TO T O MATCH DESIGNERS SAMPLE. STAIN ALL EXPOSED WOOD IN WOMENS TAILORED CLOTHING - CUSTOM COLOR TO MATCH DESIGNERS SAMPLE. STAIN ALL. EXPOSED WOOD IN SPECIAL OCCASIONS AND GALLERY - CUSTOM COLOR TO MATCH DESIGNERS SAMPLE. STAIN ALL EXPOSED WOOD IN BRASS CONNECTION - CUSTOM COLOR TO MATCH DESIGNERS SAMPLE. STAIN ALL EXPOSED WOOD IN TOWN SQUARE - CUSTOM COLOR TO MATCH DESIGNERS SAMPLE. STAIN ALL EXPOSED WOOD IN SAVVY - CUSTOM COLOR TO MATCH DESIGNERS SAMPLE. CASHWRAPS AND OVERALL STORE P.LAM AND DOORS KICK /PUSH PLATES (TO BE USED WITH STAIN 11I) WILSONART MOCCASIN D47 -6. SHOE STOCK VESTIBULE - LAMINART /1805 CHARCOAL. KITCHEN WALLS - NEVAMAR /1S -2 -52T NUDE BEIGE PLASTIC LAMINATE AT MENS TOILET PARTITIONS - NEVAMAR MAUVE GLYPHIX !I GX -I -IT. VESTIBULES AT SALES FLOOR AND PAINTED DOORS - NEVAMAR ROSE BISQUE 115 -2 -Sly (TO MATCH P-1) BRASS PLUM CASHWRAP, DOORS PUSH /KICK PLATES AND ALL OTHER AREAS WITHIN DEPARTMENT WHERE REQUIRED. PIONITE //SG2I4, BANKERS GRAY. MENS DEPARTMENTS. CASHWRAPS, RAPS DOORS PUSH KICK PLATES AND R ALL OTHER AREAS WITHIN DEPARTMENT WHERE REQUIRED. PIONITE FUDGE 11 ST620 SUEDE. CALLERY SPEC AL OCCASIONS SHWRAP DOORS PUSH /KICK PLATES AND ALL OTHER AREAS WITHIN DEPARTMENT WHERE REQUIRED NEVAMAR SANGAREE S- I -25T. BRASS CONNECTION CASHWRAP, DOORS PUSH /KICK PLATES AND ALL-OTHER AREAS WITHIN DEPARTMENT WHERE REQUIRED WILSONART QUAIL D49 -6. TOWN SQUARE CASHWRAPS, DOORS PUSH /KICK PLATES AND ALL OTHER AREAS WITHIN. DEPARTMENT WHERE REQUIRED. P.O.V. CASHWRAP, DOORS PUSH /KICK PLATES AND ALL OTHER AREAS WITHIN: . DEPARTMENT WHERE REQUIRED. PLASTIC LAMINATE AT EMPLOYEE WOMENS RESTROOMS - NEVAMAR ROSE MATRIX MR -I -2T. RESILIENT BASE - BURKE 11427P/SP ICE RESILIENT BASE - MERCER COLOR 0201 RESILIENT BASE BURKE 11701 BRASS PLUM DRESSING ROOMS RESILI ENT `BASE -f .# %5- (BRASS PLUM) MENS RESTROOM (FLOOR) DAL -TILE DAL - COORDINATES 2 -1/16" X 2 -1/16" 110 -1488 WILD ROSE . MENS RESTROOM'(WALLS) DAL-TILE SOFTONES 4 -1/4" X i -I/4" OD -1482 STERLING EMPLOYEE, WOMENS RESTROOM (FLOOR) DAL =TILE DAL - COORDINATES 2-1/16" X 2 4/I6" D- 1488 WILD ROSE MENS (ACCENT) AND WOMEN'S (EMPLOYEES ONLY) RESTROOM (WALLS), DAL -TILE DAL - SOFTONES 4 -1/4" X 4 -1/4" WILD ROSE WOMENS RESTROOM (FLOOR) CROSSVILLE CERAMICS 6" X 6" #C630 BUFF TAUPE WOMEN'S RESTROOM' (WALLS) FORMS AND SURFACES 6" X 6' 11 At_ -25 THOMPSOM TILE FIANDRE CERAMIC PORCELAINS 6" X 6" / /G860 SALOMONE THOMPSON TILE METRO- QUARRY 6" x 6" 11107 BOULEVARD CUSTOM BUILDING PRODUCTS 11180 SANDSTONE CUSTOM COLOR ` GROUT TO MATCH DESIGNERS SAMPLE C, CURE :1 104 MAUVE G -4 SPECIAL OCCASIONS G -5 KITCHEN TILE G -6 G:7 G -8 G -9 G -I0 C. CURE 0104 MAUVE CUSTOM BUILDING PRODUCTS #145 LIGHT SMOKE WOMENS RESTROOM (EMPLOYEES)TOP 11372 PALE ROSE. MENS AND RESTAURANT RESTROOM (FLOORS) TOP #372 PALE ROSE WOMENS RESTROOM (WALLS) HYDROMENT COBALT BLUE MENS RESTROOM WALLS C. CURE 0107 AQUAMARINE TERRACES HYDROMENT WILD ROSE V.A.T. /SI-iEET VINYL VT -I VINYL /I VT -2 VINYL /12 VT -3 VINYL 03 STOKE TILE •ST -A MARBLE ST -B GRANITE ST -C GRANITE ST -D GRANITE VENDING, ARMSTRONG - SEAGATE /186515 (ROSE /BEIGE) TAILOR ALTERATIONS - MONDO RG 3 MM. LIGHT GREY 0207 SHOE STOCK STAIRS - LO -PRO RUBBER TREADS COLOR 11308 BLACK OVERALL HARDAISLE - "TRANI AMERICA" OVERALL ACCENT - "PINK GOTEBURG" ACCENT COLLECTORS - "BLACK K" SAVVY - "IMPALA BLACK" MISCELLANEOUS PAINT AND STAIN FINISF-ES I. OVERHEAD ROLLING DOORS AT ENTRANCES P-I 2. OVERHEAD ROLLING DOO R AND LOADING DOCK P -I 4 3. INTERIOR HOLLOW METAL DOORS AND FRAMES ` P-6 4. EXTERIOR HOLLOW METAL DOORS, FRAMES P -14 5. ALL RAILINGS AT LOADING DOCK P -I4 6. SCUPPERS, CONDUCTOR HE DOWNSI- •OUTS & METAL RODS, P =14 ROOF FLASHING 7. INTERIOR HANDRAILS INCLUDING STAIR P47 PANS AND RISERS 8. EXTERIOR CEMENT PLASTER, REVEALS & VENTS IN SOFFITS • P- I (TO BE EVALUATED ON SITE) 9. ROOF SIDE OF PARAPET WALL P -I 10. METAL RAILING AT TERRACE PLANTER (SHOP PAINTED) - 1,1. HVAC DIFFUSER IN GWB,,CEILING P• I SPEAKERS, GRILES & FIXTURE TRIM 12. TAILOR /ALTERATIONS VENT HOOD & ALL P -I EXPOSED PIPES 13. BOLLARDS AND KNOX BOX AT LOADING DOCK 14. WALL LIGHTS AT TERRACE (SHOP PAINTED P -I5 P -I4 P -I4 15. REGLET AND COUNTER FLASHING P -14 IN EXTERIOR PLANTERS LIGHT FIXTURES AT ENTRANCE COLUMN P -I5 PEDESTALS 16. SPECIAL LIGHT FIXTURE AT 3RD FLOOR P-!6 TERRACE CORNERS. 17. EXTERIOR EXPOSED CMU. P• -I4 COPYRIGHT ©198 THE CALLISON PARTNE The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (2.06) 623 -4646 The Callisan Partnership Ltd -, A Corporation IN CONSULTANTS M REVISIONS IIIMESIONISSINIMINIEMOMI Nc. Date . Item a APPROVALS WEINSINEMBIDMingmentin CREIGHTON /MITCHELL Project hi ole ct Art teci Drawn MIY"SAT© Checked Approged • l4iiSTi.h£ - )MTE (/ wittitit#a61 I JUL 2 4 i n i t!J, J 4 '1 Registration I SHEET TITLE UNIIIIIMMiniminfIRIONINzl FINISH SCHEDULE.: GENERAL NOTES= 8620 a_ Project No. MAY 4;_ 194' opt SHEET NO. NIMISIMIIMONCIESIIIIIIii 13.02 J.. 30RDSTROM - S©UTl-9CENTER EXPANSION ,HICs SCHEDULE 'roject Number 3S205 tevised Mar. 5, 1987 freo+t k 6▪ =1nc Helvetica Medium lower case, 1/2 -inch thick, ,USIOB bronze -faced wood letters; paint , sheet 1 -4.02 for location. Verify locations on-site with architect tpriioru to installation. • A. First Floor Handbags Hosiery Fashion Accessories^ • Mens Sportswear Brass Rail Mens Furnishings Mens Suits Elevator Mens Shoes Womens Shoes entrance to mens room Brass Plum Shoes B. Second Floor Petite Focus Town Square Gifts Gollery Special Occasion Collectors Savvy . Womens Tailored Clothing Personal Shopper Active Sports Individualist Elevator entr. to womens lounge C. Third Floor Lingerie Childrens Apparel Bross Connection Customer Service Point of View Elevator Childrens Shoes -Al • "handbags" -A3 "hosiery" -A4 "fashion accessories" -A5 "mens sportswear" -A6 "brass rail" -A7 "mans furnishings" -A8 "mens suits" -A9 "elevator" -A10 "opens shoes" -All "womens shoes" -Al2 "miens restroom" -A13 "brass plum shoes" -f31. -82 -133 -84 •-85 -136 -B7 =B8 -89 -B10 BI2 -BI3 I -Cl I -C2 I -C3 -C4 1 -05 I -C6 I -C7 • "petite focus" "town square" "gifts" "gallery" "sPecial occasion" "collectors" "savvy" "warrens tailored clothing" "personal shopper" "active sports" "individualist" "elevator" '''Womens lounge" "lingerie" " childrens apparel" "brass connection" "customer service" "point of view" "elevator" "childrens sh• " Sub - Department Graphics 471/2" Helvetica Medium lower case, 'd letters; paint edges Glidden en AC576. 1 -4.02 for location. Verify locations Location A. First Floor Mens Sportswear B. Third Floor Childrens Apparel Childrens Apparel N 2 2 1 1/2-inch thick, USIOB S IOB br on bronze-faced wood S ee elevations an d detail cumber 2, Sheet on -site with architect prior to installation. Code Graphic 2 -Al "mens active sports" 2-B 1 "infants" 2 -B3 "toddlers" Quantity 1 1 4. Secondary Graphics 2 -inch. Helvetica Medium' lower case, 1/4-inch thick US I OB bronze -faced plexiglas letters; paint edges Glidden AC576. See elevations and detail number 3, Sheet 1 -4.02. Location Code Graphic Quantity A. First Floor Hosiery "dressing room" Mens Sportswear "dressing rooms" Brass Rail "dressing rooms" Mens Suits "dressing rooms" r B. Second Floor Petite Focus Town Square Gallery Collectors 3 -AI 3 -A2 3 -A3 3.A4 3 -BI "dressing roans" I 3-62 "dressing rooms" I 3-83 "dressing rooms" I 3-64 "dressing rooms" Savvy 3-65 "dressin rooms" 1 omens droned Clothing ''3-86 "dressing 'rooms" i Personal Shopper 3 -137 " dressing rooms" Active Sports 3 -B8 "dressing rooms" Individualist 3 -89 "dressing rooms" C. Third Floor Chiidrens Apparel Brass Connection Point:' of View Brass' Plum Lingerie Customer Service, mounted on bulletin board. 3 -CI "girls dressing rooms" 3 -C2 "boys dressing rooms" 3 -C3 "dressing rooms" 3 -C4 "dressing rooms" 3 -CS "dressing rooms" 3 -C6 "customer service all stars" 5. Street Identification Graphics 2 -inch Helvetica Medium lower case,- I/4 -inch thick plexiglas, letters;' paint face end edges to match P -I, overall store color. See detail 16, sheet 1 -4.02 for location. Location A. First Floor North Entry West Entry' Code Grophkc Dressirra_ftoten Nserbers 1 -1/2 -inch Helvetica Medium vinyl numbers, color' io match either Pratt & Larnbert !10229A, Congo Brown, P- , black, or Pel,< overall stare paint color, See schedule below for color. See floor plans and detail 4, Sheet 1 -4.02 for location. 4 -Al. "north parking area" 4 •A2 "west parking area" es Quantity Location , GraphicColor' Quantity (NumeroT1(nly) A. First Floor Mens'Sportsweor "1 "through, "9" Brass Rail "1" : through "8" Mens Suits "I" through "8" P -1 P -I P -I P, . Second Floor Petite Focus Town Square,. Gallery Collectors Savvy Womens Tailored Clothing Personal Shopper Active Sports Individualist C. Third Floor Childress Apparel (Girls) Brass Connection Point of View Brass Plum Lingerie "I" through "16" "i ";through "i7" "1 "through "9" -!'1 "'through "4" "I" °through "8" "I "•through,"7" "I" through "2" "1" through . "8" "i" through "16 "I" through "6" "I" through "6" "1" through "21 "1" through "21 "' "I" through "I5" Brown Brown P -! Black Brown P -I Brown Brown Brown Brown Brown Brown Black Brown ea I ea 1 ea ea eo ea ea ea ea ea ea ea ea ea CO eo ea Note: Provide 6 each extra numerals 0 through 9 in brown and 6 each in P -i, for owner's use in replacement of damaged numbers. 7. Dressing Room "No Suakin©" sicyt T-Tnih HelcreT'ica` Medium lower case letters reverse silk screened on back of 1/8" colorless matte acrylic. Letters to match Pratt -& L.ambert (10229A, Congo Brown, except in Savvy and Collectors where letters are to be block. Point back side of acrylic to match P -I, overall store color. See floor plans and detail 5, Sheet 1 -4.02. Location Cods Graphic Quantity A. First Floor - Hosiery Mens Sportswear Brass Rail Mens Suits B. Second Floor - Install in dressing room entrances install in dressing room entrances 6 "thank` you for not 6 "thank you for nor 6 "thank you for not 6 "thonk you for not Petite Focus Town Square Lingerie Gallery Special Occasion Collectors Savvy 6 "thank 6 "thank 6 "thank 6 "thank 6 "thank 6 "thank 6 "thank you for not you for not you for not you for not you for not you for not you for not 'Smoking" smoking" smoking" smoking" smoking" smoking" smoking" smoking" smoking" smoking" smoking" Womens Tailored Clothing 6 "thank you for not smoking" I Personal Shopper 6 "thank you for not smoking" I At:iive Sports 6 "thank you for not smoking" 1 Individualist 6 "thank you for not smoking" I C. Third Floor Install in dressing room entrances Childrens Apparel (Girls) 6 "thank you for not smoking" i Childrens Apparel (Boys) 6 "thank you for not smoking" I Brass Connection 6 "thank you for not smoking" I Point of View 6 "thank you for not sr.: !:ing" . Brass Plum "No Smoking', Sicyu - T nc I eve ico 7Ji'3ec em lower case letters, reverse silk screened on back of 1/8" colorless matte acrylic. Letters to be black. Paint back side of acrylic to match P -I2, Brass Plum grey. See detail 6, Sheet 1 -4.02. Location Code Graphic Quantity A. Third Floor - Install in each dressing room cubicle Brass Plum 7 "thank you for not smoking" 9. "In Case of Fire" sic�ru /2 -inch Helvetica Medium lower case 1/8" colorless matte acrylic. Letters Brown. Paint back side of acrylic to detail 7, Sheet 1 -4.02. 21 letters, reverse silk screened on back of to match Pratt &. Lambert Il0229A, Congo match P -I, overall store paint color. See Location , Code Graic At passenger & freight 8 "in case of fire use elevators (1st through stairway for exit 3rd floors) do not use elevator" Quanta■ 6 10. "Customer Service" sign - 1 -1 2 -inch Helvetica Medium lower case vinyl letters, color to match Pratt & Lambert 110229A, Congo Brown. Apply to 1/4" colorless acrylic. See floor plans and Detail 8, Sheet 1 -4.02. Location! Graphic Third Floor - Customer Service, above counter "check cashing credit layaway alterotions employment gift boxes" Verify location of sign with architect prior to installation. Quantity 1 11. General Information Signs -innch Helvetica Medium lower case vinyl letters, colors to match Pratt & Congo Lambert 1 U229A ..on o Brown P -I overall store Colo 9 Brown, , color, or black. See below for color. See floor plans and details 10, II, and 25, Sheet 1 -4.02. Location Graphic Color Quantity A. First f=loor On Door 02A 04A 05A 07A IOA IIA 12A I 6A I 7A I 9A 20A 2IA 23A (north side) 23B (south side) 23B (north side) 23C 24A 25A 28A 29A 33A 34A 35A 37A 139A (east 'side) 1398 (east side) 1408 14IA 142A ISIA I53A I54A C. Second Floor On Dbor'202B :204A 205A 207A 208A 209A 210A 21IA 211B 2I2A 2I4A 216A 220A 222A 223A 224A 225A "display window" "employees" "employees" "dressing room" "alarm door emergency exit only" "employees" "display window" "display window" "employees" "employees" "janitor" "men" "tailor" " northwest stair" "this is not an exit" "tailor" "alarm door emergency exit only" "employees" "employees" "displcy window" "display window" "employees" "alarm door emergency exit only" "employees" "loading'dock" "loading dock" "alarm door emergency exit only" "employees" "receiving" "display window" "display window" "employees" "employees" "employees" "employees" "conference room 2" "employees" "south stair ein l9 ees" "conference room I" "offices" "offices" "copy room" "employees" "employees" "employees" "employees" "boiler" (on north "alterations" "northwest stair employees" ' 226A . "airline fitting" 229C (north side) "alarm door emergency exit only" 23 IA "employees" 232A "p.o.m. office" 234A "northeast stair employees' 235A. "employees" 236B (north side) "alarm door emergency exit only" 238a "recieving /staging" 240A "employees" 24 IA "janitor" 242A "south stair alarm door emergency exit only" 243A "womens "_, 245A "employees" 246A (east side) "alarm door emergency exit only" 248A "offices" 249A "employees" 253A "offices" 254A "employees" Brown I Brown I Brown I Brown I Brown 2 Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown P -I P -I Brown Brown P -I Brown Brown Brown Brown Brown I Brown Brown 2 Brown I Brown 1 Brown I Black Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown side) Brown Brown Brown D. Third Floor On Door 30 I A 304A 305A 306A 307A 308A (east 309A 3I OA 31 IA '3I2A 3I4A 3I6A 3I7A side) "employees" "employees" "personnel" "manager" "copy room" "employees" "employee lockers" "packages /security" "alarm door emergency exit only" "south stair employees". "switchboard" "employees" "men" Brown Brown P -I Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown • 1 :. M'_e7 E. On 3I8A 31813 3I9A 320A 321A (north side) 322A 326A 327A .33IA 332A 335A 336A 338A 338E (south side) 338C (east side) 338D (north side) 338D (south side) 339B (north side) 340A 340B 342A 343A 344A 346A 346E 347A 348B (north side) 350A 35IA 35IB 352A 353A 354A (east stair) 355A 357A 358A 359B 360A 362A Third Floor Upper Door 401A 402A 402B 404A 405A 407A 4 08A 409A 40913 4IOA 41 IA 4I2A 413 414 415 "employee lounge" " emploYees lounge" "cot room" "terrace" "alarm door emergency exit only" "women" "janitor" "woolens" "employees" "offices" "employees" "employees" "northwest stair employees" "alarm door emergency exit only" "northwest stair" "northwest stair" "this is not an exit" "this is not an exit" "kitchen" "kitchen" "janitor" "men" "offices" "employees" "terrace" "northeast stair employees" "alarm door emergency exit only" "recieving /staging" "mail roor'n "" "mail room" "p.o.s. /telephone" "employees" "alarm door emergency exit only" "employees" "office supplies" "housekeeping /laundry" "alarm door emergency exit only" "offices" "employees" level "northwest stair" "corridor" "stock" "display workroom" "northeast stair" "maintenance supplies" "fixture storage" "freight elevator" "freight elevator" "elevator machine "electrical room" "off ice" "office" "office" "office" Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Black Black Black Black P -I P -I P -1. P -1 P -I P -I P -I Brown - Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown • Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown Brown room" Brown Brown Brown Brown Brown Brown 12. Storefront Graphic T--Inch- F'ForTsirorr. -logos and I -I /2 -inch Helvetica Medium lower case letters for store hours, gold leaf applied to glass. See detail 12, Sheet 1 -4.02. Verify store hours message with Nordstrom Store Planning Project Manager prior to installation. Location First Floor West Entry First Floor North Entry Graphic Nordstrom logo & store hours Nordstrom logo & store hours Quantity Logos: 16 Hours: I Logos: 16 Hours: I 13. Graphic at Entrances I-inch Helvetica Medium lower case vinyl letters, Color to match P -I, store paint color. See floor plans and detail 16, Sheet 1 -4.02. Location First Floor Mall Entry First Floor West Entry First Floor North Entry Graphic "these doors to unlocked during "these doors to unlocked during "these doors to unlocked during overall Quantity remain business hours'! remain business hours" remain business hours" 14. Fire Extinguisher Graphic T: rich- HelvvelTca m edrumlower case letters, reverse silk screened on back of 1/8" colorless matte acrylic. Letters to match Pratt & Lambert !/0299A, Congo Brown. Paint back side of acrylic to'rnatch P -I, overall store point color. See Detuii 14, Sheet 1 -4.02. Location First Floor Saes Floor Second Floor Soles Floor Third Floor Sales Floor Third Floor Office Area Graphic "fire extinguisher" "fire extinguisher" "fire extinguisher" "fire extinguisher" Quantity 10 10 10 !0 15. Graphic in Stairwells Helvetic! _ medium' numerals and lower case letters, sizes vary (see detail), reverse silk screened on back of'I /8" clear matte acrylic. Letters to match Pratt`'`& Lambert I/0229A, Congo Brown. Paint back of sign P -I, overall 'store point color. See floor plan and detail 15, sheet 1 -4.02. Location Stair No. First Floor Landing Second Floor Landing Third Floor Landing Roof Landing Stair No,�2 First Floor Landing Second Floor Landing Third Floor Landing Stair_No_ 3 First Floor Landing Second Floor Landing Third Floor Landing Stair No. 4 First Floor Landing Second Floor Landing Third Floor Landing Grahic "southwest stair roof access 1 I`thru roof" "southwest stair roof access 2 I thru roof" "southwest stair roof access 3 I thru roof" "southwest stair roof access roof I thru roof" "northwest stair no roof access I thru 3" "northwest stair no roof access 2 I thru 3" "northwest stair no roof access 3 I thru 3" "northeast stair no roof access i thru 3" "northeast stair no roof access 2 I thru 3" "southwest' stair no roof access 3 thru 3" "east stair no roof access I thru 3" "east stair no roof access 2 I thru 3" "east stair no roof access 3 I thru 3" Quantity 16. Roam Capacity Sign 3/4 -inch Helvetica medium lowercase letters, reverse silk screened on back of I /8" colorless matte acrylic. ` Letters to match Pratt & Lambert /1O229A, Congo Brown. Paint back of sign P -I, overall store paint color. Locate as directed by architect. Acrylic plaque size to be I -1/2 inches high, length as required by message. Verify location on -site with architect prior to installation. Location Grahic rtt'I pAr Employee Lounge 17. "No Storrx'e" smanuTaurft esid 6y and red background. Location Verify with architect Verify with architect "maximum capacity 94 people" I Messenger Sign Company, red and white letters on white Letter style and size vary. Graphic Quantity "This , area is designated 24 EMERGENCY exit NO STORAGE ALLOWED Per Local, State, & Federal Fire Code" "NO STORAGE ALLOWED Per Local, State & Federal Fire Code" 48 18.. Door Simile Signs 3/8 -inch Helvetica Medium lower case letters, silk screened on KSH`plexiglas. Letters to match red, background to be white. Apply with double -stick foam tape. See detail number 28, sheet 1 -4.02. On door 104A (south side) 245A (east side) 336 (north side) I34A (northeast side) I54A (north side) "open door "open door "open door slowly" slowly" slowly" "open door slowly" "open door slowly" 19. Handicap S_ymbol _at Woolens Restroom 12 -inch diameter circle, I /4- -inch thick acrylic to be international blue with white symbol and border. Sign to conform to international symbol of accessibility and title 24, State of California architectural barriers laws. See detail 17, sheet 1 -4.02. Location Door 239A Door 322A Door 327A Quantity 20. Handicap Symbol at Mens Restroom I2 -inch equilateral triangle, I/4 -inch thick acrylic to be international blue with white symbol and bo rd er. Sign to conform to international symbol of accessibility and title 24, State of California Architectural barrier laws. See detail 18, sheet 1 -4.02. Location Quantity Door 12 I A I Door 343A I Door 3I7A I •21. international_ Symbol_ of_Accessibility_Sim International symbol of accessibility to be gold leaf applied to glass, with I/4 -inch lower case Helvetica medium copy. See floor plans and detail number 19, sheet 1 -4.02. Location Graphic Quantity First Floor, North Entry "accessible entrance" I First Floor, West Entry "accessible entrance I north entrance" 22. No Parkiog•_Simrt Red graphics on .080 aluminum with white Scotchlite background. See detail 21, sheet 1 -4.02. Verify location on -site with architect prior to installation. Location Loading Dock "no parking any time tow -away zone" Quantity 23. No Smoking_ at_Ctock Sign 2 -inch Helvetica Medium lower case letters reverse silk screened on bock of colorless matte acrylic. Letters to match match . See detail 22, sheet 1 -4.02. Location Verify with architect 24. r Display Window Gr m•hic Nordstrom logo and 3/8 -inch Helvetica Medium lower case letter and numerals' gold leaf applied to inside of window gloss. See detail number 26, sheet 1 -4.d2. Paint back side of acrylic to Graphic Quantity "pro smoking at dock and 2 receiving area" Location Display 102 Display 112 Display 116 Display 129 Display 133 Display ' 151 Display 153 Graphic n ordstrom window 5 n ordstram window 4 n o r d s t` rr orn wind-Ow-3 n or d s t r o m vimaaw-7- n ord s t ro rn window I n ord s t r o rn wlnd'ow? -_ n ar`dstrain window 7 Quantity C. Third Floor At escalator, on glass guard rail "elevator in lingerie" 28. Escalator Caution Sign Block, white and yellow letters and symbol reverse silk screened on bock of 1/8" colorless acrylic. See details 31, sheet 1 -4.02. Location Graphic Quantity At hand rail at each Caution 12 end of escalator on Passengers . all floors Only Hold Handrail Attend Children Avoid Sides 29. Fire Hose Skin I -inch Helvetica Medium lower case letters reverse silk 1/8" colorless matte acrylic. Letters to match Pratt & Brown. Paint backside of acrylic to match P -I, overall , Sheet 1 -4.02. A. Door Location I 22A 138A 148A B. Second Floor 203A 228A 237A 24 7A C. Third Floor 325A 334A 36IA 25. Roof Access Sian :=rnG tf+FFelvetica- Medium lower case letters, reverse silk screened' on back of ,_, 1/8" colorless matte acrylic. Letters to match Pratt & Lambert (!0229A, Congo Brown. Paint back side of acrylic to match P -I, overall store paint color. Sign to be hung on chain. Lorat ion Southwest stair, third floor landing Graphic "no exit - roof door locked" Q.-tgrititz 26. information Graphic at Public Telephone 3/8 -inch Helvetica lower case letters, reverse silk screened on back. of 1/8" colorless matte acrylic. Letters to match Pratt & Lambert 110229A, Congo Brown. Point backside of' acrylic 'to match P -I, overall store paint color. See detail 29, sheet 1 -4.02. Locator! Graphic Quanti 1Y First floor public "additional telephones telephone available at (near Men's Suits) second floor" Second floor public "additional telephone telephones available at (near Elevator and first floor" in Women's Lounge) Third floor public "additional telephones telephones available at (in Customer Service first & second floors" and in Rester: rant) 27. Direction Signs to Elevator I/2-inch Helvetica Medium lower case letters reverse silk screened on back of 1/4" colorless matte acrylic. Letters to match Pratt & Lambert 1/0229A, Congo Brown.' Paint back side of acrylic P -!, overall store paint color. See detail 30, sheet 1 -4.02. Location Graphic Quantity A. First Floor At escalator, on "elevator near wornens shoes" 2 glass guard rails B. " Second Floor • At escalator, on "elevator in petite focus" 2 glass guard rail Gra&P. "fire hose" "fire hose" "fire hose" "fire hose" "fire hose" • "fire hose " - "fire hose" "fire hose" "fire hose" "fire hose" screened on bock of. Lambert #0229A, Congo store color. See Detail Quantity_ The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 913161 (206) 623 -4646 The Callison Partnership Ltd., A Corporation R CONSULTANTS NJ REVISIONS inigiiniiiiieniinstemagilNifill No. Date item 23 APPROVALS ilgeinNititsimtamitmatesmaga CREIGHTON /MITCHELL: Project Architect Drawn MIYASATO Checked c. Approved Registration r!' f tit• Ill" vii_rt ® SHEET TITLE I COPYRIGHT © 198 THE CALLISON PARTNERSHIP 86205 Project No. MAY 4, 1987 Date el SHEET NO. IIIMINSIffigamormilROMIIIII 1 4101 ..a.%r<+ .,_. r•Y9.1T1 :40,314,5141i RYUNt:uww.....•.,,...- • K.TM.NCO -'y Y!p. 111111111 111111111111111,111 1,11111111111111111lI II lI11 11111111111111 111 I I 11111 0 16TIIS1114- 1 2 �'• ��'"'' IIIIIIj111111111111111111IIIIIIIIIIII111111lllj1111111I1111111l1111 10 11 NAM41,F.,*4W 12 • • t-BOTTWOF CURTAIN WALL I SEE ELEVATIONS FOR EXACT LOCATION. 1041Hshoes NOTE' CENTER GRAPHIC, BETWEEN PIN PANELS. MIRRORS OR WALL STANDARDS WHERE APPLICABLE. FLOOR LINE GRAPHIC @ DEPARTMENT ILOII 3I-0' int -BOTTOM OF CURTAIN WALL 4- OF 6KArl-tIC,e.E. a:EVArioNts rOR XACT- VXATIOKI. NOTE' CENTP GRAPHIC BETVEEN PIN PANELS. MIRRORS OR WALL STANDARDS WHERE APPLICABLE. FLOOR LINE SUB - DEPARTMENT GRAPHIC 3/8" ----rZTTOM OF CURTAIN WALL TYP. CASED OPNG. r FLOOR LINE raTTRCASED OPENING. GRAPHIC ON P. SINGLE LINE GRAPHIC DRESSING ROOM GRAPHIC 3/8° ' I-. OF DRESSING ROOM PARTITION ci VINYL NUMBER thank you for not smoking DRESSING ROOM ROOM NUMBER 3/8' = _NOTES' LOCATION' INSTALL IN DRESSING ROOM AREA ON WALL OR , FRONT. PARTITION DIRECTLY :NH :RIOTIIET. OF ENTRANCE OR AS DIRECTED BY DESIGNER INSTALLATION: INSTALL W/ DOUBLE STICK TAPE GRAPHIC 0 DRESSING ROOM 3' = 11-0" E0. 6' CENTER GRAPHIC ON DOOR. TYP. DOUBLE LINE GRAPHIC CLEAR ACRYLIC PANEL FLOOR LIRE FLOOR LINE 3iI6' R thank +ou for not smoking NOTE: LOCATION: INSTALL ONLY ONE ACRYLIC SIGN INEACH DRESSING ROOM. LOCATE 2' DIRECTLY ABOVE 5' X 7' FABRIC PIN PAD. INSTALLATION' INSTALL WITH 2 EACH PER . SIGN. US1OB FLATHEAD COUNTERSUNK SCREWS. GRAPHIC o • BRASS PLUM DR. RM. 1/2 FULL SCALE NOTE: INCLUDE NORDSTROM LOGO AT ALL FIXED CLASS PANELS. NOTE: TRIPLE LLRE GRAPHIC SIMILAR. NOTES: LOCATION: INSTALL OVER OWNER, SERVICE COUNTER AS DIREGTEDAY DESIGNER. INSTALLATION: SECURE TO CLC.:11/ US '10B FASTENERS. (3 PER PANEL) GRAPHIC 0 DOUBLE DOORS 3/8" l'-0' ENTRY GRAPHIC (FROM EXTERIOR) 3/8' = F-FLATHEAD COUNTERSUNK I SCREWS TYP (PAINT TO N.E. STAB, I MATCH SIGN). S.E. STAIR ETC. N.W. STAIR NO ROOF ACCESS 1'2k-OLAMETER CIRCLE OF 1/4' ACRYLIC. PALA. INTERNATIONAL BLUE W/ WHITE SYMBOL & BORDER. 6' 1/4' R. 12' EQUILATERAL TRIANGLE OF 1/4" THICK ACRYLLC. PAINT INTERNATIONAL BLUE W/ WHITE SYMBOL AND BORDER. These doors to remelt,. unlocke uring business hours I_ VINYL LthERS APPLIED DIRECTLY TO TRANSOM 1/4' BORDER MOUNT TO DOOR W/ DOUBLE FACED TAPE • THRU 3 L-BOTTOM OF TRANSOM PLEXIGLAS LETTERS APPLIED DIRECTLY TO TRANSOM MESSAGE VARIES. SEE SCHEDULE. GOLD LEAF BACKGROUND la' WIDE CLEAR BORDER 1/4' WIDE CLEAR 'I/O' WIDE CLEAR BOARDER 1/4' BORDER 1' LETTERS accessible cry( rance.-4-‹ NOTE: LOCATION: VERIFY HORIZONTAL LOCATION AT' EACH STAIRWAY LANDING WITH ARCHITECT LOCATE ON TRANSOM ABOVE DOORS AS DIRECTED BY ARCHITECT. GOLD LEAF BACKGROUND CLEAR LETTERS CLEAR ARROW WHERE APPLICABLE GRAPHIC 0 STAIRWELL HANDICAP GRAPHIC NOTE: REFER TO GRAPHICSSCHEDULE FOR ARROW DIRECTION. HANDICAP GRAPHIC 1/2 FULL SCALE MEMSUMARNIIMM MOM IIIMMEMSPOIMMENUMMES MIMMINIMMMEMMIMEN 1 mmwommommumemu immenimmommiummilm ssAmiummemmilm.... orwmommommulamma mimmummummaompe. innommimmmAiiamIll MICWWWMPUENIMNAIR • • smommommummm am INTERNATLONAL'SYMBOL OF ACCESSIBILITY HANDICAP GRAPHIC 1/2 FULL SCALE 1 ---CENTER'GRAPHIC ' OVER DOOR 1 1 e 1 elJator HOTE cEVIER -..IRAH IC OKI GEIQTER. UNIE. OF ALL. CA511■IET n o r TO EDGE OF WINDOW, •' INFORMATION. GRAPHIC. 1. CENTER GRAPHIC OVER ELEVATOR CALL BUTTONS. SEE DETAIL 1 E..2'.1<—GRAPH/C, SEE LOCATLON: VERIFY WITH ARCHITECT. window INSTALLATION: USE FLATHEAD COUNTERSUNK SCREWS TYP (PAINT TO MATCH SIGN) CENTER CABINET ON WALL UNLESS OTHERWISE NOTED. NUMBER VARIES, SEE GRAPHICS SCHEDULE NOTE: PMT OF LOGO ON FILE AT MESSENGER SIGN CO.. SEATTLE 7 1/2' 1/44 R in case of f ire use stairway for exit do not use elevator NOTE: LOCATION: SEE DETAIL FOR PLACEMENT. INSTALLATION: INSTALIA/ DOUBLE STICK FOAM TAPE. (i7 I7 ••••. INFORMATION GRAPHIC 0 ELEVATOR 1/2 FULL SCALE oz P--- I -1 fire ext!nguisher 1 TOP OF CABINET TYP. NOTE' LOCATION: CENTER GRAPHIC 11/ THE CENTERLINE OF THE FIRE EXTINGUISHER CABINET. SEE INSTALLATION: USE DOUBLE STICK TAPE FOR MIRROR APPLICATION. USE FLATHEAD COUNTERSINK SCREWS ELSEWHERE (PAIN' TO HATCH SIGN). 1 4 FIRE EXTINGUISHER GRAPHIC 3' = 1I-0" 4 5 SIGN AND ALL TYPE • 1.7 o- 21. • TOWI NG, GRAPHIC NO SCALE 7' LOCATION: VERIFY WITH ARCHITECT. rFLOOR LINE TYPICAL F.E.C. LOCATION 3/8' = GRAPHIC AT LOUVERED DOOR 1/2° " FULL SCALE OPEN DOOR SLOWLY GRAPHIC NOTE: LETTERING TO BE HELVETICA STYLE. rAsis11fe6 s-rANL-e,r=S exANN.iefe 44 MARC) Se..114e4.444;0, 10. 2 541 / FINISH kLAS.1.-MK- -r-ert 4 c..42RFIeicz6 _411 1/4' CLEAR ACRYLIC MESSAGE VARIES. SEE GRAPHIC SCHEDULE LOCATION: CENTER OVER TELEPHONE ENCLOSURESAT 7'-0' VERIFY MOUNTING HEIGHT WITH ARCHITECT INSTALLATION: INSTALL WITH DOUBLE- STICK FOAM TAPE 3/4' R • .., - IIII 1 ... • „ - 10' \ \\ 11 EU EQ \ store hours EQ. SPACES 6' L. / c. q_ q. q. 7' ,/ ----NORDSTROM LOCO 1'-0. O.C. / ALIGN V/ DOOR PUSH BAR (TYPO NOTE: TRIPLE LLRE GRAPHIC SIMILAR. NOTES: LOCATION: INSTALL OVER OWNER, SERVICE COUNTER AS DIREGTEDAY DESIGNER. INSTALLATION: SECURE TO CLC.:11/ US '10B FASTENERS. (3 PER PANEL) GRAPHIC 0 DOUBLE DOORS 3/8" l'-0' ENTRY GRAPHIC (FROM EXTERIOR) 3/8' = F-FLATHEAD COUNTERSUNK I SCREWS TYP (PAINT TO N.E. STAB, I MATCH SIGN). S.E. STAIR ETC. N.W. STAIR NO ROOF ACCESS 1'2k-OLAMETER CIRCLE OF 1/4' ACRYLIC. PALA. INTERNATIONAL BLUE W/ WHITE SYMBOL & BORDER. 6' 1/4' R. 12' EQUILATERAL TRIANGLE OF 1/4" THICK ACRYLLC. PAINT INTERNATIONAL BLUE W/ WHITE SYMBOL AND BORDER. These doors to remelt,. unlocke uring business hours I_ VINYL LthERS APPLIED DIRECTLY TO TRANSOM 1/4' BORDER MOUNT TO DOOR W/ DOUBLE FACED TAPE • THRU 3 L-BOTTOM OF TRANSOM PLEXIGLAS LETTERS APPLIED DIRECTLY TO TRANSOM MESSAGE VARIES. SEE SCHEDULE. GOLD LEAF BACKGROUND la' WIDE CLEAR BORDER 1/4' WIDE CLEAR 'I/O' WIDE CLEAR BOARDER 1/4' BORDER 1' LETTERS accessible cry( rance.-4-‹ NOTE: LOCATION: VERIFY HORIZONTAL LOCATION AT' EACH STAIRWAY LANDING WITH ARCHITECT LOCATE ON TRANSOM ABOVE DOORS AS DIRECTED BY ARCHITECT. GOLD LEAF BACKGROUND CLEAR LETTERS CLEAR ARROW WHERE APPLICABLE GRAPHIC 0 STAIRWELL HANDICAP GRAPHIC NOTE: REFER TO GRAPHICSSCHEDULE FOR ARROW DIRECTION. HANDICAP GRAPHIC 1/2 FULL SCALE MEMSUMARNIIMM MOM IIIMMEMSPOIMMENUMMES MIMMINIMMMEMMIMEN 1 mmwommommumemu immenimmommiummilm ssAmiummemmilm.... orwmommommulamma mimmummummaompe. innommimmmAiiamIll MICWWWMPUENIMNAIR • • smommommummm am INTERNATLONAL'SYMBOL OF ACCESSIBILITY HANDICAP GRAPHIC 1/2 FULL SCALE 1 ---CENTER'GRAPHIC ' OVER DOOR 1 1 e 1 elJator HOTE cEVIER -..IRAH IC OKI GEIQTER. UNIE. OF ALL. CA511■IET n o r TO EDGE OF WINDOW, •' INFORMATION. GRAPHIC. 1. CENTER GRAPHIC OVER ELEVATOR CALL BUTTONS. SEE DETAIL 1 E..2'.1<—GRAPH/C, SEE LOCATLON: VERIFY WITH ARCHITECT. window INSTALLATION: USE FLATHEAD COUNTERSUNK SCREWS TYP (PAINT TO MATCH SIGN) CENTER CABINET ON WALL UNLESS OTHERWISE NOTED. NUMBER VARIES, SEE GRAPHICS SCHEDULE NOTE: PMT OF LOGO ON FILE AT MESSENGER SIGN CO.. SEATTLE 7 1/2' 1/44 R in case of f ire use stairway for exit do not use elevator NOTE: LOCATION: SEE DETAIL FOR PLACEMENT. INSTALLATION: INSTALIA/ DOUBLE STICK FOAM TAPE. (i7 I7 ••••. INFORMATION GRAPHIC 0 ELEVATOR 1/2 FULL SCALE oz P--- I -1 fire ext!nguisher 1 TOP OF CABINET TYP. NOTE' LOCATION: CENTER GRAPHIC 11/ THE CENTERLINE OF THE FIRE EXTINGUISHER CABINET. SEE INSTALLATION: USE DOUBLE STICK TAPE FOR MIRROR APPLICATION. USE FLATHEAD COUNTERSINK SCREWS ELSEWHERE (PAIN' TO HATCH SIGN). 1 4 FIRE EXTINGUISHER GRAPHIC 3' = 1I-0" 4 5 SIGN AND ALL TYPE • 1.7 o- 21. • TOWI NG, GRAPHIC NO SCALE 7' LOCATION: VERIFY WITH ARCHITECT. rFLOOR LINE TYPICAL F.E.C. LOCATION 3/8' = GRAPHIC AT LOUVERED DOOR 1/2° " FULL SCALE OPEN DOOR SLOWLY GRAPHIC NOTE: LETTERING TO BE HELVETICA STYLE. rAsis11fe6 s-rANL-e,r=S exANN.iefe 44 MARC) Se..114e4.444;0, 10. 2 541 / FINISH kLAS.1.-MK- -r-ert 4 c..42RFIeicz6 _411 1/4' CLEAR ACRYLIC MESSAGE VARIES. SEE GRAPHIC SCHEDULE LOCATION: CENTER OVER TELEPHONE ENCLOSURESAT 7'-0' VERIFY MOUNTING HEIGHT WITH ARCHITECT INSTALLATION: INSTALL WITH DOUBLE- STICK FOAM TAPE 3/4' R • .., - IIII -„,-- i s foi _, e' ef fillets [ eleveter ... • „ - NOTE: PROVIDE AT EACH ESCALATOR ENTRANCE. • MOUNT TO ESC. CUARD I RIGHT HAND SIDE OF ESC. 10' ICJ FZ-N/42-05)51, m;sittrrept.---AreKsitirgovi miticve. 01....M=PP.M.••••■•• MA-sric. 1.4.011t- risza■/01:>11,4476161,4G ge.444+4 eq.40 or - eose-44..,"v7Fts iN eloN A.6 INFORMATION GRAPHIC AT PUBLIC TELEPHONE 1/2. FULL SCALE ELEVATOR LOCATION GRAPHIC NO SCALE .4"Ur1.e)H.S16t4 CIUGFAUMWA APPROV:D 'JUL. 2 4 1987 wa.1.6 COPYRIGHT @ 198 THE (ALLISON PARTN IP ■1•,, • ' • p x • • - . / • w • 0 1111Mi1101 1 1111111111 11 111111111111111111 1111111111111111 3iMMON1114;'':' 2 III 111,1111.1111 111111111111111111111111111111111111111111111111 III 10 11 12 I II The Callison Partnersh Architecture Programming Planning Interior Design 1423 3rd Avenue Suite6300 Seattle Washington 98101 (206) 623-4646 p The Callison Partnership Lid., A Corporation CONSULTANTS 11862011111/52511210141MSERI I REVISIONS EMIOSIESIMININIESIMMIEDIMI No. Date Item APPROVALS MIERNEINAVIalrlagentsue CREIGHTON/ MITCHELL Project Architect Drawn M IYASATO Checked Approved =tk.1 . D LiNosry -_STATE OF WASHINtom Registration m"armasimm=immummumm GRAPHICS DETAILS 86205 MAY 4, 1987 Project No. Date a SHEET NO. IIIIonsummosarensumEm I 4.02 -7 -,,,,..r....Tre)7-!..1...,,wsf.,..!.'S.v:s.s,ismss,,A 169'-1%2 7 BAYS 0 24'-0" 168' -0" 1'-112" 11_ 411 (FIELD VERIFY) REMOVE EXIST. STEEL STAIR CONC WALL BELOW — 1 TO BE REMOVED -1 REMOVE EXISTING CONCRETE 1 COLUMNS BELOW. CAUTION - NEW STEEL COLUMN 1 0 "H /5" MUST BE IN PLACE PRIOR TO REMOVING CONC. COL. I = 11 _. =C == ==( 7C= • STAIR NO. 3 REMOVE EXIST. CONC. WALL BELOW ---- EXIST. CONC. WALL TO BE REMOVED SEF: STRUCTURAL DEMOLITION NOTES ON SHT. S1.1 11T71 11 DI 11 REMOVE EXIST; FLOOR - CONC. BMS., JOISTS & SLAB I C-- -- --- _.` 26x30 (EC) 26x30 (EC) -to cn P (ID 26 x30 (EC) W _JI JC= 8x r\,1 (EC) >_ ,...„1„......0 „ REMOVE EXIST. FLOOR (CONC. BMS., JOISTS, & SLAB) FOR ESCALATOR = 26x30 (EC) IL 1L__ r—--1E--:-----1 1 I1 II 26x30 (EC) CAUTION: NEW STEEL' EEL' BEAMS MUST I BE IN PLACE PRIOR TO REMOVING ANY STRUCTURE IN THIS AREA H111 1111 11 11 11 11 11 11111 II 1 11 1 111 11 11 UUUUUI Ii-JI 11 11 111n.f1��11i Ili 1' 1111- .1111'11 11 11 11 11 11 11 11 '1111 11 11 11 11 LI Iuuuuu��u� --��1 REMOVE EXISTING CONCRETE COLUMNS BELOW. CAUTION - NEW STEEL COLUMNS 1® GRIDS "E /10" & E /11" MUST BE IN PLACE PRIOR TO • REMOVING CONCRETE COLUMNS REMOVE EXIST. FLOOR FO ELEVATOR ---� (NOTE: NEW CMU SHAFT T UNDERSIDE OF `JOISTS & SLAB SHALL. BE IN PLACE PRIOR TO REMOVIN FLOOR - SEE S2.4) REMOVE EXIST. FLOOR- --...` CAUTION: NEW BEAMS MUST BE IN PLACE -SEE S2.4 REMOVE EXIST. FLOOR SYSTEM & STEEL STAIR '�-- -- EXIST. CONC. WALL TO BE REMOVED - SEE STRUCTURAL DEMOLITION NOTES ON SHT. S1.1 10" NOTE: FOR STRUCTURAL NOTES AND DEMOLITION NOTES, SEE SHEET S1.1. LEGEND m • ea. .•■• •• ■ EXIST. CMU WALL TO BE REMOVED. 0 2 4 6 12 24 FEET SCALE 1 /8"- I0ii T.O.C. SEE PLAN T.O.C. SEE PLAN 7 8x26/35 (EC) • 8 x 20 (EC) �- 8x20 (EC) (BEYOND) CONC. BM. BEYOND SEE PLAN 8 x 20 (fC) (BEYOND) 8x26/35 (EC) (BEYOND) COPYRIGHT ®190 • TM CALLISON PARTtERS'iie ✓w.: rV pP60Y�%/ fl,(( iiMj }'FFff�Ff'l.fA's�1,.,Y- Vi�:.v .st= :4 y. — The CalIison Partnership Architecture Programming Planning ! to for Dusign 1423 3rd Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 A Proles :tonal Service Corporation CONSULTANTS Coffman' VFVE meets 720 (Ave Way, Sulte S00. Seattle, Waellmiton. 98101 71856 (206) 628 -0717 Ni REVISIONS EINIMININNIVIUMMUMIENSIS No. Dole Item 4 DOEM DL»A L 161 APPROVALS NINUENISEIRMInsagen MITCHELL /CREIGHTON Protect Archstaci CAILAO Drown FAHEY /FIRTH Chocked Approved w ti 1 •• err. c1 c; , tLi'r{i'if�t Registration • 1'%17 IN SHEET TITLE AAA STRUCTURAL , DEMO ITI ON SECOND FLOOR PL N 86X5 Project No. MAY 4, 1987 Date. Ail SET NO. SINIMMEMINEWMISSMONIN SD2.2 PLOTTED O3I BI 7 T!.'T n..R!'4•YaMw.: - 1'%+0.1kT.�R�Ra/YiV .. . ,. '!'1rt +f 1111 11111 Illjlll)IIIlII illli 0 16 TIIF.INC,, 1 I IIIi�iII�iIIlIIiI II�i!IlIIilI I IIIII� 2 'tositti rx,1f�Y�iTk�iiih�i4'df!ilTdad db'i 1 1111111 7 riei i'leeae.. ales» I�III !III�III�IIIII�I�III�IIIIII illlilllilllilli�lll) 11 1111111 ,. \./ 11 Nboc IN WPNbNY 12 Blatt .t hi8 va...wT a REMOVE EXIST. CONC. COLS. 4'-O" 6' -0" REMOVE EXIST. FLOOR - CAUTION:NEW BEAMS MUST BE IN PLACE -SEE S2.5 REMOVE EXIST, STEEL STAIR I � =_ 3=1-_11A 11 1 IC IC =_� I -�L- -] IIC� - II�L 1I IL ,f--- STAIR NO. 3 1' -0" REMOVE EXIST. FLOOR (CONC. BMS., JOISTS & SLABS) _ TJC 244 26 (EC) IL — 24x26(EC) — Il 11 24x26 CAUTION: NEW STEEL BEAMS MUST BE IN PLACE PRIOR TO REMOVING ANY STRUCTURE IN THIS AREA REMOVE. EXIST: MECH. EQUIP. PADS (6 ") „ a TOPPING SLAB (212 ") REMOVE T. FLOOR FOR ELEVATOR -~-- (NOTE NEW CMU SHAFT TO UNDERSIDE OF I i t101 4TS N� SLAB SHALL" BE IN PLACE PI�> t TO REMOVING FLOOR SEE S2.5) IC — = ) (FIELD VERIFY) 10 x 20 CONC. COL. ,BELOW) TO BE, REMOVED CAUTION: NEW STEEL COLUMN MUST BE IN PLACE PRI OR` TO REMOVAL . SEE SHEET S2.4 REMOVE EXIST. CONC. BM. EXIST. HVAC SHAFT "- REMOVE EXIST. FLOOR CAUT ON:NEW BEAMS MUST BE IN PLACE -SEE S2.5 - REMOVE EXIST, STEEL STAIR REMOVE FLOOR FOR NEW STAIR 1' -2" NOTE: FOR STRUCTURAL NOTES AND DEMOLITION NOTES, SEE SHEET S1.1. LEGEND itivirrri 8" CMU WALL TO BE REMOVED i OPPING SLAB (2112') TO BE REMOVED EQUIPMENT HOUSEKEEPING PAD 0 2 4 6 12. 24 FEET SCALE I'"� , 1 811: 0" (2) •5 VERT. • 32" 0,C. (2) �� HORIZ. O 48'O.C. EXIST. CONC. FLOOR •6 DOWEL x 3' -0" SET IN "POROK" etilq �4 ri 8 x20 (EC) T.O.C. SEE PLAR- T.O. SLAB 63 4" EXIST. Wp 15,5 COL. W/ 8 "x7' x %" BASE it EXIST, GROUT POCKET (2) .141'9; ANCHOR BOLTS SET IN "POROK" TYPICAL BASE CONNECTICN Ir = 1'4r 4' -2" 7W' 24 (MIN.) x 26 (BEYOND) 10x18 CONC. POST 16" SQ. COL. T.O.C. SEE PLAN 24x26 (EC) N'"- -- -16" SO. COL. 20x24 (EC) `11 ) (712) 18 x171/2/471/2 (EC) SECTION 120 =11-0" 10x36.(EC) - ---- -- TO BE REMOVED 8x20 (EC) TO BE REMOVED 6'-1O" CJP 2' -6" 7 cn IN gi 4- CD 7:X3 Len 0 11 9'_2n EXIST. JOISTS SEE PLAN EXIST. JOISTS SEE PLAN 10 x 18 CONC. POST 18 x171/2/471/2 (EC) SECTION C 1' -0" SD2.3 24x26 (EC) The Callieon Partnership Architecture Programming Planning interior Design 1423 3rd Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 A Professional Service Corporation ▪ CONSULTANTS Coffman VFT Engineers 720 Olive Way, Suite' 800 Seattle, Washington. 98101-1856 (206) 623-0717 8" 16" S0. COL. 16" SQ. COL. BEYOND ---''' ▪ REVISIONS INAIMENSIERSIMMINSIMMING Dale Item eRC.��e.L • al. • Rant . 10 x 20 CONC COL. TO BE REMOVED CAUTION NEW, STEEL COL: MUST BE INSTALLED PRIOR TO REMOVAL - SEE SECTION GI S4.2 K.O. SLAB L3x3xlq IN END OF K.O. SLAB 8" CMU SHAFT WALL TO BE REMOVED 18x20 (EC) 8" CMU WALL 81/2' CONC. CURB a SIM. • u az.d'aa, „=aaa- ,.- --- 18" SO. COL. 8" CMU SHAFT WALL THIS SIDE (NOT SHOWN) TO BE REMOVED SD2.3 EXIST. FREIGHT y--- *• ELEVATOR' OPENING `�- 18x20 (EC) SECTION Project Architect. CAI LAO Drawn FAHEY /FIRTH Checked 8D2.3 Approved 21/2" TOPPING SLAB W/ 17 GA. MESH EXIST. FLOOR SYSTEM SECTION 1/, t 11_o" t SD2.3 6" EQUIPMENT PAD – 212' TOPPING SLAB SLAB OPENING CURB 3" FLOOR SLAB _SECTION 1 1, 1._011 2 COPtiRIOHT© 1:8 THE CALLISON PARTNERSHIP SD2.3 EINIENIMIMEINIXIONNWINNIEBRIMININ harED u!NE,t' I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIII111I111IIIIIIIIIIIIIIIIII111111 O10111,. INCH 1 2 3 4 , 1 1 I 111 1 11 111 4.=7:144:bbra;..: ... 1 1�1 1111�111IIIiiillitiiii1'li1'11 Il111li�iliI I11'11Iiiililliili� 9 1n 11 12 7 BAYS 0 24'-0" = 168'-0" 1` -11/2 " REMOVE PRECAST -N PARAPET REMOVE EXISTING ROOF (STEEL BMS., DECK & ZONOLITE) REMOVE ZONOLITE & DECK FOR NEW PARAPET SIM. REMOVE PRECAST PARAPET `�-- REMOVE PRECAST PARAPET REMOVE 10NOLITE W12 x19 (E) ; I I OPENINg FOR NEW M •Cli. (NOTE: NEW STEL MUST BE IN PL PRIOR Tp CUTTING OPENING. SEE ©I o1 a I MOVE EXIST. 'STAIRWAY NTHOUSE, COORDINATE TH ARCH. 1 o! of n: o; I I I ! I W12 x19 (E) 1 I i I ! I I o" o" I I ! W14x26 (E) 1 I OPENI G FOR NEW MECH. (NOTE: NEW STEEL (UST BE IN It.ACE PRIOR TO CUTTING pPENING. SE S2.6) I I of c,l I I 4 ` 4« ' l ! q) I W14x26 (E) I I I " NI NG FOR 10 MECH. 1 TE NEW STEEL MUST BE IN PLACE OR TO CUTTING OPENING. , SEE S2.6) EXIST.. ROOF: i 4I /2'"* 1TOTAL THICK jZONOLITE CCjNC. FILL ON e2 GAUGE j GALVANIZED CP- 32,FORM DECK ICY ASC PACIF'C REINF. WITH KEYDEGK MESH. 3 "l MIN. ZONOLITE WITH "U" FACTOR OF •111 WELDED TO PROVIDE MIN. SHEAR OF 600 LBS /,FT. ; ____.I l.__.— oI of o oI r°�I i I I i i i iW12x19(E)I REMOVE PRECAST PARAPET REMOVE ZONOLITE & DECK -ONLY (BEAMS REMAIN) 12 .11111111 Eli SIM. T.-- REMOVE EXIST. ROOF (CONC. JOISTS & SLAB) FOR CLERESTORY REMOVE EXIST. ROOF (STL. BMS., DECK & ZONOLITE) FOR CLERESTORY EXIST. ROOF: 3" CONC. ° SLAB OVER 14" DEEP CONC. JOISTS (6 3`- 0 " 0.C. NOMINAL) 0 8 BAYS 24'-O" ( 0) REMOVE EXIST. ROOF (DECK & ZONOLITE ONLY,` BEAMS REMAIN) I h: I 1 (EC) 40x23 (EC) NOTES: 1. FOR STRUCTURAL NOTES AND DEMOLITION NOTES, SEE SHEET S1.1, 2. CORDINATE OPENING LOC TION & SIZE WITH MECH. REMOVE ROOF '(ZONOLITE & DECK) DURING LOADING DOCK MODIFICATION FOR NEW SWITCHGEAR INSTALLATION REMOVE PRECAST PARAPET 0 2 4 6 12 24 FEET SCALE 1 811 = -0" 11 4 • , , , / , , / , , , • • /, / /,,,, , , , , , , / / , / / / / REMOVE PARAPET 79'-6" (VERIFY) 791 -3 "" 1 (VERIFY) 4'-10" i;EMOVE ZONOLITE & DECK DECK ONLY, 0 SIM. 9 " 2'_5 "*. , 1/1/ / /// , • • • • • • • • • • / • . / • / • • - CONC. FILL % "0 "U "- BOLTS ZONOLIT FILL , , , / , / , , / / / , , / / / / / / / / 1 / / , / / / / , / , / / / / / , / , / / , / 9" 12" 1' -3%' "* yr r I orI-� 2 SECTION 4 REMOVE DECK ONLY, v SIM ` "W" BM. SEE PLAN (REMAINS of SIM.) W10x21 (REMAINS 6 SIM.) `�-- W6 COL. SEE PLAN (REMAINS o SIM.) T,O.S. 79'-31/2" (VERIFY) "W " BM. SEE PLAN 1//'///// W10x21 EXIST. CONC. ROOF ELEV. VARIES 1"- 31/2"i FOR INFORMATION NOT NOTED, EE SECTION A /SD2.4 SECTION 4,4i. _ S'. 3” -4" REMOVE ZONOLITE & DECK ONLY, 9 SIM. , / / r' , / , , / / / / / / / . / , • / , , / / / / / , / , / , / / / , / / . , / / / V , / / / / . / , , , ,„. /'/ ,,,//////,/,// �/,/1/// / . , , / , , / �/ /. , , , , , ; / , , , , , / / / , / , / , , , , , , "W" BM. SEE PLAN (REMAINS a Slhi.) W12x22 (REMAINS 0 SIM.) W6 COL. SEE PLAN (REMAINS 0 SIM.) 1 / • / / / , / /' 1 1 / /4 / , / / . / / 1 / , , / 1 / / , e, / 1 / / 's °- / / / 1 / / / 1 / / / FOR INFORMATION NOT NOTED, SEE SECTION A /SD2.4 GROUTED SOLID 1 IN CONC. FILLED BOND BMS. 8" CONC. BLOCK WALL, W/ (2) •5 HORIZ ei .48" O.C. (2),"5 VERT ,0 32 "0.C. IN CONC. FILLED CELLS. (TYPICAL) REMOVE CMU WALL CAUTION: SEE NOTES ON S1.1 L3x3x1V" BTWN. GIRDERS. ANCHORED TO CONC. BEAMS W/ %q "Is PARABOLTS B9 31- 0 "O.C. TOP OF ZONOLITE ROOF \\\\\N"4--r- • .. • • „,� .,., ,� , , ,/ / / , / , , T.O.S. , 79' -3 2 r- (VERI FY) "W" BM. SEE PLAN - t,1C12x10.6 f EA, GIRDER W/ (2) 4e0 PARABOLTS - 1n'Gx15.5COLUMN "� W/ 0x5 STUDS 0 24 O. C. The CaIlisof Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle. Washington 98101 (206) 623 -4646 A Professional Service Corporation ® CONSULTANTS ilillIEBEIISSINOMMIINNINI Coffman VFT Engineers 720 Olive Way, Suite 300 Seattle, Washington. 38101 -1856 (206) 623 -0717 ® REVISIONS No. Date Item ADDl:t3DUFk 31_7" TOP OF 2ONOLITE ROOF "W" BM. SEE PLAN M012x10.6x12 "i LONG W/ (2) "0 PARABOLTS SECTION _ 1 "_0" SD2.4 MITCHELL /CREIGHTON Project Architect CAILAO Drawn FAHEY /FIRTH Checked Approved COPYRIGHT@ 199 lit CALLISON PARTNERSHIP Project No. IC SHEET NO. TININNOMMINNEINEZINSINIM SDI. MEMIONIBMINIKOROMINSIMISSISMag aormmo meter • J P 1111111111 111 0 II1111111 11 I. I11+I+)I pIIIIII 111111II111I1III+1111j1I11+I 1 2 Sit F, s lioi t.Aki. II 1 III i1l+l +�► 1111+ �1i+ j1l++ I+ jil + +l+j +l +�I)II1I1�111IIIi�111I "` III 10 Wii4e4r';F.gAn., 11 ."&""1""4" " 12 EXIST. W6x15.5 COL. TYP, THIRD FLR. TO ROOF BEYOND CMU WALL EXIST. W10x21. TYP. di ROOF LEVEL BEYOND CMU WALL REMOVE EXIST.--- - PRECAST PARAPET O.H. H.P. ROOF 79 4— 1e" so.- -� PARAPET 8V-0" H.P. WALL 79-6 THIRD FLOOR 9 F3 0' ---18" SO. EXIST. 18" SO, CONC. COL. 1s1 FLR. TO 2nd FLR. SECOND FLOOR 46 -8 8" CONC. WALL BEYOND REMOVE CONC. ARCH REMOVE EXIST. CONC. BMS. 12%2 "x39" (EC) 12%2" x 39" (EC) PARAPET ©3' -O" H.P.. ROOF 79' -6" REMOVE W6 x15.5 x 15.5 COL. 8" CONC. WALL 1st FLR. to 2nd FLR. (NO BEAM) 14' -3" REMOVE EXIST. PRECAST PARAPET REMOVE EXIST. CONC. COL. CAUTION - NEW. STEEL COLUMN MUST BE IN PLACE PRIOR TO REMOVING EXISTING CONCRETE COLUMN NOTE: ALL COLUMNS, BEAMS AND FOOTINGS TO REMAIN U.Q.N. EXISTING NORTH ELEVA T JON " REMOVE EXIST. STAIR, PENTHOUSE, COORDINATE WITH ARCH. 11 ! REMOVE EXIST. 1 REMOVE 8" CMU WALL 8" CONC. WALL 1st FLR. to 2nd FLR. (NO BEAM) r NOTE: ALL COLUMNS, BEAMS AND FOOTINGS TO REMAIN U.Q.N. EXISTING SOUTH ELEVATION %8' = i' -0" FIRST FLOOR tD 2.8' -6" H.P. WALL Q 79' -6r THIRD FLOOR 63 -O SECOND FLOOR 46' -8" FIRST FLOOR 281-6" The Ca'Iison Partnership Architecture Programming Planning interior Design 1423 3rd Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 A Professional Service Corporation IN CONSULTANTS INNENNEMNINNINNUMIS Coffman VFT 'Engineers 720 Olive Way, Sui`te, 300 Seattle, Washington. 98101 -1858 (206) 628 -0717 ® REVISIONS ONNINNEINNIMININSANNM MITCHELL /CREIGHTON Project Architect CAII:AO Drawn. FAHEY /FIRTH .. (:hacked 86205 MAY_ 4, 19 8 7 1Qta Project No... In %EI"T NAY). COPYRIGHT 019O THE (ALLISON PARTNERSHIP SD3 1 INNMINNSINIONNINNINNNNIVINGNIN Dorn f m.,e7 1tM1b'3!'�% Ni1V PPP IIIII111i 16'1131"(... 1 11111111111 III II 2 11111111111111111111111111111111 1' 11 111' 1' 1' 1111' 1 1111 I I `III 111111 111' 1 1111111 11 I I 1 I I I . 9 10 11 m.ciAt4,,, N, 12 i1 H.P. ROOF 79 -10' REMOVE EXIST. PRECAST PARAPET • THIRD FLOOR 63' -0" SECOND FLOOR 46 8 FIRST FLOOR 28` -6" H.P." ROOF 7•i r_10" 40x23 (EC) LINE OF MALL ROOF • 40 x 23 (EC) 40x23 (EC) EXIST. LOUVERED OPENINGS TO BE REMOVED rl REMOVE EXIST. CMU WALL TO 10" BELOW EXIST. SLAB CAUTION - NEW "W" BEAMS MUST BE IN PLACE PRIOR TO WALL BELOW BEING REMOVED EXISTING EAST ELEVATION 16" .11-0" REMOVE EXIST. PRECAST PARAPET rip 5'_6 '/2" PARAPET 83'-0' - . H.P. WALL 791-6" SIM. REMOVE W12 x 22 REMOVE W12x22 'II 00000 PARAPET 83' -0" H.P. WALL 79'-6" REMOVE EXIST. W6 x15.5 COL. REM VE EXIST. 8" CMU WALL ONLY' AFTER NEW WALL IS IN PLACE THIRD FLOOR 63' -0" SECOND FLOOR at 46 -$ : , ;,/,;,/,;;;;;;;;;;;,,,;,,-/ iiii , i / / / /i iii i i• '/// ///////////////// '// 1'/, /////1 / /i/ • / /////////// ///1'/,/ , / / , , , , / / , '// i' /, /// //////////// 1/'1,1//1////// ///////// 1111 / , / / / / / / / / / / / / / „ / /'/, /////1//1//1///1 /// // / / / / , , / , 1 // / / / / / / / / / ///1//11///1///1 11/11. , , , , , , / , , , /' , , , , / , / , / 1111//////// 2,//,'„(///,/, / „ / , ///////,. /'��7,�� /.////./.../... ' '/, ///j/.////////////////////////// / / //, •//1///////////// 1t,/////////////////// '/1 / / / /11/, / / / / / , / ;iiiiii / iii i i i /iiii/ r i ii ///- � /, /� //y //, , / / / ,/ ,1/1i %, , , i/// j / /' /, /f //111///1/ // // / / / / / /, / /// / ii 1i/ 1 1i 1 / 1 i/ /' ii i///////1/. //,/,/j 51/1 //ii /iiii / iii /ii// 1i iii , ii iii %iiii' i ii iii /i/ i -- • REMOVE EXIST.- ---` • 8" CONC. WALL REMOVE 121%2x31 CONC.` BEAM .w----- REMOVE CONC. COL.-- ---J-- (SPECIAL` SIZE -SEE SECTION "F" ON SD2.1) FIRST FLOOR 281 -6" /// / „.• ,• / , /, / /,./:/ / /iiii/////////1/.// r//11/////////////////////1 ////////// / /,, /,,, /, // / /////1///////////1///////////// /////////////////////// 1 /1'/, /////// ////////////1/ '/ /%iiii// / ////./.1////4 '////////// /1/1/11/ / / / / / / / / / / / / / / / / / / / / / / /• 1/x/1/ %'/ // // / /;iiii, '/, // //:/ // / //1////////// 1'1,1'1 ♦ //7/,,//,,//,//,. /' i /i '/i /iiii i/' ii /i //. /: / / /i1 /// 1111/ % /1 /////// / /// %///// r, / / / /// / / / / /// i / / / //, ,/ 1 / 1 / / / / / / / / /. / • , / / / / / / / / / 1' d- 1 REMOVE EXIST. —= GRADE BEAM CAUTION: NEW STEEL. COLUMN GRID "H /5°• MUST BE N PLACE PRIOR TO REMOVING CONCRETE` COLUMN. EXISTING WEST ELEVATION NOTE: 1/8" : f-0" REFER TO DEMOLITION NOTES ON SHEET 51.1 FOR PHASING, PRIOR TO REMOVING ANY PORTION OF WEST WALL. REMOVE EXIST. 8" CMU WALL ONLY AFTER NEW WALL IS IN PLACE -REMOVE EXIST.` 8 CONC. WALL ONLY AFTER NEW : WALL IS IN PLACE CITY OF i:i tW1 j\ AP-PROVED' JUL 2 419U7 Nut til COPYR16HTOD 19e THE CALLISON PARTNERSHIP 11x,0,' 4!{ The Callison Partnership Architecture Progrornming Pionni ng Interior Design 1423 3rd Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 A Proteisionot Service Corporation ■ CONSULTANTS ISINIVIEMINSIBINMEINE Coffman VFT Engineers 720 Olive Way, Suite 300 Seattle, Washington. 98101 -1856 ' (208) 823 -0717 NI REVISIONS Date Item 40DEtJDUtA 41: Iii APPROVALS MITCHELL /CREIGHTON Project Architect . CAILAO .. Drown. FAHEY /FIRTH Chec 'nevi Approved 9va%Yaaeob i [�. ` E .1ey,,,,, Registration STET TITLE EIIIMISEESISITIMEmmt STRUCTURAL DEMOLITION ELEVATIONS te5 86205 MAY 4, ,16.7- Project No. Date. 1U SHEET NO SD32 INFANNINNINNNININNOINIENNINNINN ROTTED evA7ro1 r"5x 11 111111111 1111111111111111111111111111 H 11111111111111111111111 Ili 1111111111 11111111111111111111111011111111111111111111111111 III 1n 11 mrs,,,,,w... 17 8 "SS SSMH-103 SIM. 268' -2" 2" OUTSIDE FACE OF CMU (EXISTING) 5" BRICK SHELF T.O.F. 26' -4" 24' -0 "t (EXISTING) PLANTER -SEE ARCH. (EXISTING) 24' -0" SIM. T.O.F. 24'-0" T.O.F. • 20' -0" Yr•I .p T.O.F. 22 -6 ' 2' -2" OUTSIDE FACE OF' CONC. - PLANTER - SEE ARCH. T.O.F. . T.O.F. T.O.F. -. N. SI . � 6 -4 26 -4 " 26 °4 �� �. g W II 1 I 1 ®. MYl♦ iL1� /�I /r% irrrriir:� /rrlir�ri►.r., /1rl'rLrAra►r M�.r�I /rrI'!'rr�i /.�ra►i►i r rrrr r..��� ■ ■■ j• ..1 J 1 I 1 i .� — I — -- — I — 1 ). l� 1� 4 10 w■ 1 h T.O.F. 26' -4" EXIST. FTG. SEE ARCH. PLANTER -SEE ARCH. STEP F CONC, WALL. 70 .2nd FLOOR 111TC5" k SH STEP FTG, STEP FTG. 5" BRICK SHELF NEW SLAB NEW W12 COL. UP TO UNDERSIDE OF SECOND FLOOR TANGENT LINE T.O.F. T.O.F. t GLASS EXIST. SLAB T.O.F. 25' -2" T.O.F. T.O.F. CONC. WAIL TO 3ra FLOOR EXIST. SLAB NEW SLAB STEP FTG. The Callison PartnersM p PLANTER- SEE ARCH. T.O.F. Architecture P1 o rarnniing Planning; Interior Design czo HYDRANT EXIST. FLOOR: 5 THICK SLAB W/ W6 x 6 -W1.4 x W1.4 WWF OVER 8" GRAVEL EL. 28' -6" ap T.O.PIL. --- -- ---- -- EXIST. GRADE BM. BELOW 32 -0" T.O.F. 23'-3" 1323 3rd Avenue Suite 300 Seattle. Washington 98101 (206) 623 -4646 NEW SLAB -NEW SLAB A Profeesionoi Service Corporation CONSULTANTSMIMMINIMMNIMMIIMMOMMII NEW 8" CONC. WALL TO UNDERSIDE OF 2nd FLOOR T.O.F. T.O. SLAB 24' -2" S2. EXIST. GRADE BM. BELOW 22' -9" INFILL EXIST. ESCALATOR PIT 6'-0"93 TYP. U.O.N. T.O.F. 27' -8" 141 - " 0' -10" 10' =91/8" Coffman VFT Eng nears 720 Olive Way, suite 300 , Seattle, Waehlnoton. 98101 -1866 (206) 823 -0717 NEW SLAB NEW WALLS TYP. V T.O.F. 1 2' -10)6 RADIUS PIT 1'-0/4" S-04" B.O.P. NEW SLAB W.P. SLAB 2" ff REVISIONS IIMMEMIMMI NEW SLAB NEW SLAB — NEW 3" CONC. WALL TO UNDERSIDE OF 2nd FLOOR 4" CONC. SLAB ON GRADE W/ 6x6- W1.4xW1.4 WWF TOP OF SLAB EL. 281-6" f GLASS -- T.O.P. SIM. NEW SLAB T.O. SLAB 24` -6- ' -4" SIM. 7,-4„ B.O.P. STEP FTG. - HYDRANT PIT 24' -8" SUMP 19'-0' CONC. WALL TO 3rd FLOOR APP,nvvALs emessigusszimmunm INFILL EXIST. ELEV. PITS ,.w• ails raliworrorromorr ICI I 'err II — -, ..r'■, e.w.0 .... _ ": r411r4 4rAtrwr r ilt ralr�rrI... . t.%r..M.ClearIK :Lt `Cyej aiJ+eaA►r t d.ar 4r... =i I1t 1 0'= *MMIli - om rte.._ ....411nPle 141111107 STEP f TG. T.O.F,. l9) ! 4" DQM ' 20' -O" T.O.F. 23' -9" ti STEP FTG. MITCHELL /CREIGHTON` Project Architect CAILAO Drown . Fl iEY/FIRTH Checked Approved T.O.F. •`,ra,e G.` .x;e„, o° L7t� �' en % 4,\.407870.0 %to: 'AI t a p• EXISTING LOADING DOCK SEE DRAWINGS SLD1.1 a SLD2.1 TYPE A FOOTING T.O.F. =27' -8" W/ NEW SLAB 1 Regisirotlon 8 CMU 6.1tp DOUBLE WALL 10 SD EXISTING VAULT 62 cITY fjF APPROV51) JU! 2 4.19?? ' ivUTU) ti SEET TITLE FOUND ►TION P .AN 86205 MAY 4, 19$7, Projee'i No. Dole - M SHEET NO IMININIMENEMINERNagaggi 0 2 4 6 12 24 FEET SCALE man I 1/8 1 -0 S2.1 CAPI'RIGHTo 198 THE CALLISON PARTNERSHW t <x PleT1ED emcier 11111111111111111111 1111111111111 l l 15 Tl I"V. 1 7 11 1111111 11III1 111111111111111111 7 1 IIIIIIIIII IIIIIII�IIIIIII�IIIIIIIIIII�IIIIIIIIIIIIIIII III�III 1111 R 0 lf1 11 u r.. nuavr 1i SEE 'PLAN ICE SMOOTH CUT TOP 2' OF SAWCUT LINE (TYP.) GROUT x4 BAR.. 0 24 "O.C. (TYP.) EXIST. SLAB SEE PLAN B W SHEARWALL 4" "5' g 12 "O.C. CTRD. "IN WALL NEW 5" SLAB W/ W.W.F. BONDING AGENT (TYP.) EXIST 5" SLAB MATCH EXIST. COL. FTG. BACKEILL PER SPEC. *5 0 12 "O.C. — 12" NEW COL. SEE PLAN NEW 5 " SLAB - SECTION 12 " =11 -0" 52_1 EXPANSION EXPANSION MATCH VERT. REBAR,, SEE S3.1 2'-O' EMBEDMENT, 2-0" SPLICE EXIST. CONC.- REMOVE AFTER NEW WALL IS IN PLACE SEE PI AN EXIST. CONC. - REMOVE AFTER NEW WALL IS IN PLACE 65 015 "O.C. --- MATCH VERT. REBAR, SEE S3.1 2'-0" EMBEDMENT, 2'-0" SPLICE EXIST. CMU - REMOVE AFTER NEW 8" CMU WALL, NEW WALL IS IN PLACE SEE S3.2 FOR REINF. TOP OF WALL 0 SIM. SIDEWALK -SEE ARCH. JOINT MATERIAL (2) *5 CONT. T.O. SLAB 28' -6" (4) "CHEMSET" ---- • ANCHORS T.O.F. 26' -4 "s VERIFY VERIFY i7 B.O.F. 241-0" ell DRILL 1%2'o,x9 DEEP HOLE 15 "0.C.- INSERT 5 DOWEL Bi GROUT 12✓ FIN. SLAB SEE PLAN 0— SEE PLAN 2' -1" SEE ARCH. 1' • NEW 8" CMU WALL, SEE S3.2 FOR REINF. 30-4 .'� T.O.C. 28' -0" \ NEW WALL IS IN PLACE .T.O.F. 261 -4 "e 1 SLAB SEE PLAN \--- PLANTER EXIST. CONC.-REMOVE AFTER SECTION I2 " 11 -0" 2 0.C. EA. WAY COAT W/ 130Np NU AGENT 8" CMU WALL W/ *5 0 24 "O.C. VERT. FILL SOLID ALL CELLS (2) 5 IN BOND BEAM 14 0 16 "O.C, 2' -0" 119• NEW ELEVATOR PIT SLAB 11/4"0 "CHEMSEET" --- CAPSULE 0 7Y2 °O,C. 11 EXIST. NEW i. , Ie.i SECTI ON 2 " =1' -0" V -8" SIDEWALK SEE ARCH. ,,,,11/2" KEY T.O.C. SIDEWALK 9' -0" SEE ARCH. FIN. SLAB -SEE PLAN MATCH. VERT. REBAR, SEE S3.2. 2' -0 ", EMBEDMENT, 21 -0" SPLICE 15; 0 15 "O.C. EA. WAY 45 0' 15 "O.C. 1' -2" 13 " 111 fit — 15 ® 10 "0.C. 15 0 24 "0.C. ,SECTION B.O.F. 241-0"0 15 0 15 "0,C. *5 0 15 "0.C. SIDEWALK, SEE ARCH. f T 0,C, • .3 1617 "MP EXIST. FOOTING BEYOND EXIST. CONC. SHEARWALL TO BE REMOVED AFTER NEW BUILDING IS IN PLACE SAWCUT LINE, SMOOTH CUT TOP 2 INCHES EXIST. 5" SLAB •-- FIN. SLAB SEE PLAN c> 11 SECTION I/" _ 11_0" 2 1' -1i" 4" 8" i-- 15 CONT. (TYP.) *5 CONT. (TYP.) 8" CMU WALL BEYOND SEE SECTION H /S2.2 FOR REINF. L 4x3x!i4 LLV W/ )A"0 WELD STUDS 0 24"0.C. -- ---- #4 fg 16 "O.C. 2' -O" (2) 15 IN BOND' BEAM REMOVE SLAB & TOP PORTION OF GRADE BEAM AFTER EXPANSION AREA IS COMPLETE. COAT EDGE OF EXIST. SLAB 8 TOP OF EXIST. GRADE. BEAM W /BONDING AGENT PRIOR TO REPLACING SLAB SLAB S EE PLAN 11/2" KEY ® •'T.O.C. 29 -0 FIN. SLAB SEE PLAN SAWCUT LINE - SMOOTH CUT TOP 2" 21 -0" 8" CMU WALL W/ *5 0 24 "O.C. VERT. FILL SOLID ALL CELLS NEW ELEVATOR PIT SLAB T.O. SLAB SEE PLAN FXIS� EL. 21'-0 E *5 0 10 "0.C. *5 0 24 "O.C. V2" EXPANSION JOINT SECTION 1/ " = 1' -0" 2 EXIST, SLAB •NEW SLAB 6" GROUT ,14x1' -0" INTO EXIST. SLAB 0 24 "0,C, (TYP.) EXIST. SLAB SEE PLAN SECTION 74 SAWCUT LINE - SMOOTH CUT TOP 2 ", COAT W/ BONDING AGENT CV • 6MIL. VISQUEEN 8" (NOMINAL) GRAVEL (i 11 -0" TYP. SEE PLAN NEW 8" CMU WALL NEW COL. SEE PLAN -- ---- -- EXIST. CONC. COL. 0 SIM. - NEW COL, SEE PLAN VENEER- SEE ARCH, 1 s4 CONT. CONC. CURB 6" 5" DIM PT. FOR 1001 -0 RADIUS T.O. SHELF T.O. SLAB in 30' -0" r SEE PLAN T.U. SLAB —�-- (4) 1"0 "CHEMSET" ANCHORS B.O.F. 24' -O" VERIFY 11/4"0 "CHEMSET" CAPSULE 0 8 "O.C. SEE PLAN PLANTER -SEE ARCH. EXI ST. NEW NOTE: SEE ` SECTION ,C/S2,2 FOR SEE SECTION U /S2.2 FOR INFORMATION'NOT NOTED. PILASTER REINFORCING. SECTION 1v EXPANSION JOINT - SEE ARCH. SIDEWALK SEE ARCH. –1� T.O.C. t - m 28' -0" *4 CONT. 11 *4 0 15 "0.C. STD. HOOK T.O. SLAB SEE PLAN *5 0 12 "O.C. EA. WAY NEW SLAB SEE PLAN EXIST. 18" SO. CONC. COL. EXIST. 5" SLAB SIDEWALK SEE ARCH. FIN. SLAB SEE PLAN 27' -4" VERIFY GROUT =4 INTO EXIST. PIT 0 24 "O.C. ALL AROUND EXIST. CONC. WALL B.O. PI SEE PLAN DIM. POINT FOR r 1001 -0" RADIUS ARCH. OUTLINE OF FTG. REMOVED 24'-2" 251 -0" VERIFY NOTE: SEE PIT DETAILS`, ON SHEET 51.1 FOR INFORMATION" NOT NOTED. SECTION `E' I/ " 11 -0'1 2 NEW CONC. WALL 6%2" T.O. NEW WALL SEE ARCH. 11 -0"3 ..— EXIST. CONC. SHEARWALL TO BE REMOVED AFTER • NEW BUILDING IS IN PLACE 4" SECTION i" 11o" I Jj 2'-1" ``- -DRAIN - SEE ARCH. The Callison Partnership Architecture Programming Planning. Interior Design 1423 3rd Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 A Professional Service Corpo►otion ® CONSULTANTS NOUNSINANININNIMENN Coffman VFT Engineers 720 Olive Way, ` Suite 300 Seattle, Washington. 98101 -1356 (208) 623- 0717 II REVISIONS WIMEMBIZIONIXIIMINffilgin NEW 4" ` SLAB EXIST. 5" SLAB THRESHOLD -SEE ARCH. -- °-- 111/2 0 WEST ENTRANCE 91/2" 0 NORTH ENTRANCE 14 CONT. / EXPANSION JOINT SEE ARCH. SIDEWALK SEE ARCH, (2) 15 CONT. -� MATCH. VERT. REBAR, SEE S3.2. 21 -0 EMBEDMENT, 21 -0" SPLICE T.O.F.. SEE PLAN L2x2x% ALL AROUND W/ (2) HEADED STUDS PER SIDE GROUT 14x1' -0 IMO EXIST. SLAB 0 '24 "OC. FIN; SLAB 4 SEE PLAN Q[ EXIST. 45 @ 15 "O.C. NEW 6" CONC. WALL W/ 15 a 15 "O.C. EA. WAY NEW SIDEWALK - SEE ARCH. T.O.F. SEE PLAN T.O.C. (EXIST.) '281-6" *4 0 15 "O.C. -- STD. HOOK EXISTING CONC. SLAB-ELEV. VARIES 14 CONT. EXIST. 8" CONC. WALL 1" GAL V. GRATING T,O.F. SEE PLAN SECTION` " 1' -O,' 52.1 2 1 SECTI EXIST. CMU-REMOVE AFTER NEW WALL 1S IN PLACE 1 • W.. , ' T.O.C. `�. 301 -4' EXIST, CONC. - REMOVE AFTER NEW. WALL IS IN PLACE EXIST. SLAB S EE PLAN ! a GRID "A"- 11 -10 T.O. SHELF E 0 GRID " ' ON�/� T.O.F. SSE PLAN 1/2" : 11 -0" DETAIL T.O. SLAB EL. 281 -6" GRID CMU OR CONC. WALL - ' SEE PLAN C .T.O. CMU EL. 33'.0': 0 GRID H-5 ONLY T.O.C. EL. 32' -O" NE's! COL. SEE PLAN NEW COL. SEE PLAN VENEER- SEE ARCH. "W" COL. SEE SCHED. Drown FAHEY /FIRTH':. Checked Approved 0,5 C.Y. GRAVEL WEEP HOLE. T.O.F. SEE PLAN .0 C.Y. GRAVEL `SLOPE BOTTOM TO WEEP HOLE EXIST. 8110 SLEEVE NEW 8 "0 GAL V. SLEEVE MATCH EXIST. NOTE: SEE DETAIL C /S2.2 FOR INFORMATION NOT NOTED. SECTION I2" • T0" .9A or 4.9 ro e I Adak T.O. SHELF 301 -0" VENEER -SEE ARCH. PLANTER WALL SIDEWALK- SEE ARCH. e t (3) 16 VERT. EA. SIDE (17) *6 VERT. SEE S2.3 FOR ANCHOR BOLT, PATTERN AND SIZES (TYP.) NOTE: SEE SECTION M /S2.2 FOR INFORMATION NOT NOTED, *3 TIES 3 TIES 4' -3" T.O.F. FOUNDA. TION DETAI prltslidi,. s" DETAIL (2 A Q2.1) 2 SECTION z $3 TIES 86205 Project No. ',112V; '-'1q87 Data ® $*CET NO. NININNOnamignmenual DETAIL 2 "s1' -0" SECTION` 2 ", 1' -o" 52.2 COPYRIGHT* i9O THE CALLISON PARTNERSHIP • 1•Y•R'KN.u;/K X1441:'M1t11•z Ny ,.. -. NONNENNINEENENNANNSINSMOI POTTED GPI!: r 1111 1111 111111111111111111 1111 11 0 14 T,Q. INV. 1 2 Ab 111111111111111111111111,1111111 3 �t llll 1/1111/1 I 11 111 1 1 1 111I11111111111I1111111I1111111I111Ii11I111I111I111I111I111111111111 7 $ .. 9 10 11 I,uF NGFN„4tt 12 0 <u ief►t.'i - ens, ,9712#.. shalt & IL I EXIST. FOOTING BEYOND EXIST. CONC. SHEARWALL TO BE REMOVED AFTER NEW BUILDING IS IN PLACE SAWCUT LINE, SMOOTH CUT TOP 2 INCHES EXIST. 5" SLAB •-- FIN. SLAB SEE PLAN c> 11 SECTION I/" _ 11_0" 2 1' -1i" 4" 8" i-- 15 CONT. (TYP.) *5 CONT. (TYP.) 8" CMU WALL BEYOND SEE SECTION H /S2.2 FOR REINF. L 4x3x!i4 LLV W/ )A"0 WELD STUDS 0 24"0.C. -- ---- #4 fg 16 "O.C. 2' -O" (2) 15 IN BOND' BEAM REMOVE SLAB & TOP PORTION OF GRADE BEAM AFTER EXPANSION AREA IS COMPLETE. COAT EDGE OF EXIST. SLAB 8 TOP OF EXIST. GRADE. BEAM W /BONDING AGENT PRIOR TO REPLACING SLAB SLAB S EE PLAN 11/2" KEY ® •'T.O.C. 29 -0 FIN. SLAB SEE PLAN SAWCUT LINE - SMOOTH CUT TOP 2" 21 -0" 8" CMU WALL W/ *5 0 24 "O.C. VERT. FILL SOLID ALL CELLS NEW ELEVATOR PIT SLAB T.O. SLAB SEE PLAN FXIS� EL. 21'-0 E *5 0 10 "0.C. *5 0 24 "O.C. V2" EXPANSION JOINT SECTION 1/ " = 1' -0" 2 EXIST, SLAB •NEW SLAB 6" GROUT ,14x1' -0" INTO EXIST. SLAB 0 24 "0,C, (TYP.) EXIST. SLAB SEE PLAN SECTION 74 SAWCUT LINE - SMOOTH CUT TOP 2 ", COAT W/ BONDING AGENT CV • 6MIL. VISQUEEN 8" (NOMINAL) GRAVEL (i 11 -0" TYP. SEE PLAN NEW 8" CMU WALL NEW COL. SEE PLAN -- ---- -- EXIST. CONC. COL. 0 SIM. - NEW COL, SEE PLAN VENEER- SEE ARCH, 1 s4 CONT. CONC. CURB 6" 5" DIM PT. FOR 1001 -0 RADIUS T.O. SHELF T.O. SLAB in 30' -0" r SEE PLAN T.U. SLAB —�-- (4) 1"0 "CHEMSET" ANCHORS B.O.F. 24' -O" VERIFY 11/4"0 "CHEMSET" CAPSULE 0 8 "O.C. SEE PLAN PLANTER -SEE ARCH. EXI ST. NEW NOTE: SEE ` SECTION ,C/S2,2 FOR SEE SECTION U /S2.2 FOR INFORMATION'NOT NOTED. PILASTER REINFORCING. SECTION 1v EXPANSION JOINT - SEE ARCH. SIDEWALK SEE ARCH. –1� T.O.C. t - m 28' -0" *4 CONT. 11 *4 0 15 "0.C. STD. HOOK T.O. SLAB SEE PLAN *5 0 12 "O.C. EA. WAY NEW SLAB SEE PLAN EXIST. 18" SO. CONC. COL. EXIST. 5" SLAB SIDEWALK SEE ARCH. FIN. SLAB SEE PLAN 27' -4" VERIFY GROUT =4 INTO EXIST. PIT 0 24 "O.C. ALL AROUND EXIST. CONC. WALL B.O. PI SEE PLAN DIM. POINT FOR r 1001 -0" RADIUS ARCH. OUTLINE OF FTG. REMOVED 24'-2" 251 -0" VERIFY NOTE: SEE PIT DETAILS`, ON SHEET 51.1 FOR INFORMATION" NOT NOTED. SECTION `E' I/ " 11 -0'1 2 NEW CONC. WALL 6%2" T.O. NEW WALL SEE ARCH. 11 -0"3 ..— EXIST. CONC. SHEARWALL TO BE REMOVED AFTER • NEW BUILDING IS IN PLACE 4" SECTION i" 11o" I Jj 2'-1" ``- -DRAIN - SEE ARCH. The Callison Partnership Architecture Programming Planning. Interior Design 1423 3rd Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 A Professional Service Corpo►otion ® CONSULTANTS NOUNSINANININNIMENN Coffman VFT Engineers 720 Olive Way, ` Suite 300 Seattle, Washington. 98101 -1356 (208) 623- 0717 II REVISIONS WIMEMBIZIONIXIIMINffilgin NEW 4" ` SLAB EXIST. 5" SLAB THRESHOLD -SEE ARCH. -- °-- 111/2 0 WEST ENTRANCE 91/2" 0 NORTH ENTRANCE 14 CONT. / EXPANSION JOINT SEE ARCH. SIDEWALK SEE ARCH, (2) 15 CONT. -� MATCH. VERT. REBAR, SEE S3.2. 21 -0 EMBEDMENT, 21 -0" SPLICE T.O.F.. SEE PLAN L2x2x% ALL AROUND W/ (2) HEADED STUDS PER SIDE GROUT 14x1' -0 IMO EXIST. SLAB 0 '24 "OC. FIN; SLAB 4 SEE PLAN Q[ EXIST. 45 @ 15 "O.C. NEW 6" CONC. WALL W/ 15 a 15 "O.C. EA. WAY NEW SIDEWALK - SEE ARCH. T.O.F. SEE PLAN T.O.C. (EXIST.) '281-6" *4 0 15 "O.C. -- STD. HOOK EXISTING CONC. SLAB-ELEV. VARIES 14 CONT. EXIST. 8" CONC. WALL 1" GAL V. GRATING T,O.F. SEE PLAN SECTION` " 1' -O,' 52.1 2 1 SECTI EXIST. CMU-REMOVE AFTER NEW WALL 1S IN PLACE 1 • W.. , ' T.O.C. `�. 301 -4' EXIST, CONC. - REMOVE AFTER NEW. WALL IS IN PLACE EXIST. SLAB S EE PLAN ! a GRID "A"- 11 -10 T.O. SHELF E 0 GRID " ' ON�/� T.O.F. SSE PLAN 1/2" : 11 -0" DETAIL T.O. SLAB EL. 281 -6" GRID CMU OR CONC. WALL - ' SEE PLAN C .T.O. CMU EL. 33'.0': 0 GRID H-5 ONLY T.O.C. EL. 32' -O" NE's! COL. SEE PLAN NEW COL. SEE PLAN VENEER- SEE ARCH. "W" COL. SEE SCHED. Drown FAHEY /FIRTH':. Checked Approved 0,5 C.Y. GRAVEL WEEP HOLE. T.O.F. SEE PLAN .0 C.Y. GRAVEL `SLOPE BOTTOM TO WEEP HOLE EXIST. 8110 SLEEVE NEW 8 "0 GAL V. SLEEVE MATCH EXIST. NOTE: SEE DETAIL C /S2.2 FOR INFORMATION NOT NOTED. SECTION I2" • T0" .9A or 4.9 ro e I Adak T.O. SHELF 301 -0" VENEER -SEE ARCH. PLANTER WALL SIDEWALK- SEE ARCH. e t (3) 16 VERT. EA. SIDE (17) *6 VERT. SEE S2.3 FOR ANCHOR BOLT, PATTERN AND SIZES (TYP.) NOTE: SEE SECTION M /S2.2 FOR INFORMATION NOT NOTED, *3 TIES 3 TIES 4' -3" T.O.F. FOUNDA. TION DETAI prltslidi,. s" DETAIL (2 A Q2.1) 2 SECTION z $3 TIES 86205 Project No. ',112V; '-'1q87 Data ® $*CET NO. NININNOnamignmenual DETAIL 2 "s1' -0" SECTION` 2 ", 1' -o" 52.2 COPYRIGHT* i9O THE CALLISON PARTNERSHIP • 1•Y•R'KN.u;/K X1441:'M1t11•z Ny ,.. -. NONNENNINEENENNANNSINSMOI POTTED GPI!: r 1111 1111 111111111111111111 1111 11 0 14 T,Q. INV. 1 2 Ab 111111111111111111111111,1111111 3 �t llll 1/1111/1 I 11 111 1 1 1 111I11111111111I1111111I1111111I111Ii11I111I111I111I111I111111111111 7 $ .. 9 10 11 I,uF NGFN„4tt 12 0 <u ief►t.'i - ens, ,9712#.. shalt & 0 } • COLUMN SCHEDULE COLUMN MARK NUMBERS REFERENCE ELEVATION 8-12,9 C -12,9 A -7 A -12 C -12 A -8 A -10 A -11 A.4 -5.5 A.4-12.5 A.5.12.9 6.6 -5.1 A-51 A-12.9 G.2 -4.7 E,8.4,7 E -4.9 H -4.9 .75A -9.5 ,75A -8.5 F -4,6 G -4.6 ,9A -7,5 ,94 -10.5 A - -7.5 A115 A.3 -8,5 A.3 -9.5 B -8,5 B-9.5 6 -5,3 iN F -5.3 B -5,1 . B -6 8-7 B -8 B -10 8 -9 8 -11 B -12 C -6 C -7 C-8 C -9 C -10 C -11 0 -51 C.3-51 C,3 -6 D -12,3 E,3 -11.7 D,4 -11.7 E.3 -12.9 0 -51 D -6 D -8 D -9 D -10 D -11 D -12 E -10 E -11 H-5,1 F1-12.6 G -8.8 F -8.8 D.9 -8.8 6 -10,2 F -10,2 D:9.10,2 M1-81 M.25 -8.8 M.3 -10 M.25 -10. 2 M.1 -10 M.3 -9 A -6 A -9 L.6 -5.4 D -12.9 . .8A-9.7 ,8A -8.3 D -7 HIGH ROOF EL. SEE PLAN UPPER THIRD FLOOR M X CO W12 x53 0 VI x u 1 x W8x24 ____ --- VI x 3e CO x 3 W8x24 .q x 3 X 3 W8x24 • M x Be d x 3 OR LOW ROOF EL, SEE PLAN SPLICE EL. ,,,,_ .,,,- ..... [P W8x24 T 1 W8x24 W8x24 M >e O 0 u) x N W8x24 W8x24 !M ) x N k S2.' THIRD FLOOR EL. - i T Iwo �" T T O tr x N 5 M u) x N 3 M u) x N 3 re) u) x N 3 U it x N BC SECOND FLOOR EL. M u) x N u� co x N 3 cv r- x PJ 3 Q sr x N ' A u)' x N it co x N 3 C> u) x N Er u co x N 3 up O x h! 3 N r- x N 3 a7" co x N 3 co x N 3 ■ t`; 00 x N 3 W12x53 1 FIRST FLOOR EL. _ d Nr x N 1 ..� . N, x 3 u, ems--' x AZ I I I BOTTOM OF BASE PLATE � - 1 i EL. VARIES SEE PLAN FOR TOP OF FOOTING . .. . BASE PLATE TYPE TYPE 1 TYPE 2 TYPE 2 TYPE 1 TYPE 1 TYPE 2 TYPE 1 TYPE 1 TYPE 2 TYPE 2 TYPE 2 TYPE 2 TYPE 2 TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 2 TYPE 1 TYPE 1 TYPE 2 TYPE 1 ----- BASE PLATE SIZE TXLXW %x15x15 11/4x20x20 11/4x20x20 7,01014 4x14x14 11Y4x20x20 %x14x14 x14x14' 24x2Ox20 1 %x22x22 11/4 x20x20 11/4x20x20 11/4x20x20 7/;x14x14 4 x15x15 kix15x15 %x15x15 ix15x15 4x15x15 7 x14x14 11/4 x20x20 x15x15 - - ✓ COLUMN 1pi 111 immig Anwrimmilimpok 1.1 11 1� Lai FIN.' FLR. A307 ANCHOR BOLTS TYP, i4 I/ r BASE It SIZE SEE SCHEDULE BASE PLATE TYPE BP -1 COLUMN - 02 COLUMN • 01 NOT TO SCALE k' COLUMN W (4) 311"0 V4 A325 BOLTS ,I t r/4 SPLICE ELEVATION L 4► %4 A COLUMN SPLICE D1 >02 COLUMN SPLICE TYPE CS -1 NOT TO SCALE 8 It COLUMN FIN. FLR. • LAIL -t0 1 ■1 11 11/2" (4) 4 "> A307 ANCHOR BOLTS TYP. TS r BASE I@ SIZE SEE SCHEDULE BASE PLATE TYPE-BP-2 TS COLUMN ik%2 II%2 VI COLUMN NOT TO SCALE COLUMN r %4 SPLICE ® ELEVATION %4 COLUMN (4) % "O A307 ANCHOR BOLTS TYP. TS3x3 BASE PLATE TYPE BP 3 NOT TO SCALE "w" COLUMN - SEE SCHEDULE "Wu BEAM SEE PLAN • it) 2. W/ (4) 34110 A325 BOLTS ST• IFFENER EA. SIDE COLUMN SPLICE TYPE CS -2 COLUMN TO BEAM CONNECTION TYPE CB -1 NOT TO SCALE NOT TO SCALE W12x65--- W12 x106 ----' " I. COLUMN it W/1 (4) 341'0 A325 BOLTS SPLICE _ ELEVATION DETAIL NOT TO SCALE NOTE 2 2f27YiyC7(t'.QY ?F/>+va�vi:Y.c.:.ru: t 1 IIIIIIIIIIII;IIIII 111111111 IIIIIIIIIIIIIIII lIIIIIIIIIIIIIIIIIIII 2 11 6 %`. . t r•f I IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIII VIII 1 n 11 MAU. GDMM/. 12 .j. The CaIlison Partnersh Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Senile. Washington 98101 (206) 623 -4646 P A Professional Service Corporation ® CONSULTANTS Coffman VF r Engineers 720 Olive Way, Suite 900 yaattla, Wsehlnatce. 98101-1858 (208) 823 -0717 M REVISIONS No. Date Item _ 4Ooc4 p t4i MITCHELL /CREIGHTON ``,. Project Architect, . CAILAO Drawn Registration COPYRnGH1 "0 198 THE CALU58N PAR1 RSHIP IN SHEET 11Tt.E COLUMN SCHEDULE BASE 'PL.ATE AND SPLICE "DETAILS 86205 Project tlo. MAY 4, 1987 bats M SHEET N0. MMMIMAMMIMUMMMIMISMOM S2.3. PtO1Tt' a)' ?.m, 4°112, NOTES: 1. 2. t - ELEVATION IS TO TOP OF FINISHED SLAB UNLESS OTHERWISE NOTED FIELD WELDED COL., SPLICE PER AISC. - ' ✓ COLUMN 1pi 111 immig Anwrimmilimpok 1.1 11 1� Lai FIN.' FLR. A307 ANCHOR BOLTS TYP, i4 I/ r BASE It SIZE SEE SCHEDULE BASE PLATE TYPE BP -1 COLUMN - 02 COLUMN • 01 NOT TO SCALE k' COLUMN W (4) 311"0 V4 A325 BOLTS ,I t r/4 SPLICE ELEVATION L 4► %4 A COLUMN SPLICE D1 >02 COLUMN SPLICE TYPE CS -1 NOT TO SCALE 8 It COLUMN FIN. FLR. • LAIL -t0 1 ■1 11 11/2" (4) 4 "> A307 ANCHOR BOLTS TYP. TS r BASE I@ SIZE SEE SCHEDULE BASE PLATE TYPE-BP-2 TS COLUMN ik%2 II%2 VI COLUMN NOT TO SCALE COLUMN r %4 SPLICE ® ELEVATION %4 COLUMN (4) % "O A307 ANCHOR BOLTS TYP. TS3x3 BASE PLATE TYPE BP 3 NOT TO SCALE "w" COLUMN - SEE SCHEDULE "Wu BEAM SEE PLAN • it) 2. W/ (4) 34110 A325 BOLTS ST• IFFENER EA. SIDE COLUMN SPLICE TYPE CS -2 COLUMN TO BEAM CONNECTION TYPE CB -1 NOT TO SCALE NOT TO SCALE W12x65--- W12 x106 ----' " I. COLUMN it W/1 (4) 341'0 A325 BOLTS SPLICE _ ELEVATION DETAIL NOT TO SCALE NOTE 2 2f27YiyC7(t'.QY ?F/>+va�vi:Y.c.:.ru: t 1 IIIIIIIIIIII;IIIII 111111111 IIIIIIIIIIIIIIII lIIIIIIIIIIIIIIIIIIII 2 11 6 %`. . t r•f I IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIII VIII 1 n 11 MAU. GDMM/. 12 .j. The CaIlison Partnersh Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Senile. Washington 98101 (206) 623 -4646 P A Professional Service Corporation ® CONSULTANTS Coffman VF r Engineers 720 Olive Way, Suite 900 yaattla, Wsehlnatce. 98101-1858 (208) 823 -0717 M REVISIONS No. Date Item _ 4Ooc4 p t4i MITCHELL /CREIGHTON ``,. Project Architect, . CAILAO Drawn Registration COPYRnGH1 "0 198 THE CALU58N PAR1 RSHIP IN SHEET 11Tt.E COLUMN SCHEDULE BASE 'PL.ATE AND SPLICE "DETAILS 86205 Project tlo. MAY 4, 1987 bats M SHEET N0. MMMIMAMMIMUMMMIMISMOM S2.3. PtO1Tt' a)' ?.m, 4°112, 268' -2" LIE 9" 1' -6" OUTSIDE FACE ST. CONC. ND OF WALL & EDGE OF SLAB END OF WALL EDGE 1 - SLAB 26' -O" (4) SPACES 0 2' -2" OUTSIDE FACE OF CONC. ST IR. N0. 2 -- EDGE OF SLAB SIM. 11� iiirrfrirri.►Ei.►.�iJ► +. ffr riirrrli rrriiiriiorrireri� ,�,,l�i�ii %�irif !. r n • WM kO one t f% iit t/ cp ii rr �r:��'i.�i.�ii�+rrre•�►r.M �re►iiis ►irin►�►i��►'i�rr�►yirlr4A� an �4N" •W8x10 CURVE L6x4 (LLV) ,�,,v /:Ii'r.%.rI'rlilroloa ��swir ....roI�w.ra r./.%driv�ilrw� �: 1 . 1.44321 x14.112) i ;fir F' co W8x10 W18x35 128] 1....,11*. . i .v. ..► �. 5- %" DR N W27x94 112) 112] W14x26 [12] W16x26 (18) W18x46 36 W18x35 [281• W16x31'[24] W12x16 112] 6'- 0 "O.C. The CaI icon Partnership Ar chi te ti CtUf@ Programming Planning Interior Design W18x40 (28] W18x40 (28) W18x35 [281 t W16 x 36 [28) EXIST. : W12 COL. (TYP.) W10x12 [4] 1423 3rd Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 W18x40 [28] W18x40 128] A Protessional Service Corporation IN CONSULTANTS VERIFY W/ MFR., W16x26 [20] OR TS SIM. Coffman VFT Engineers 720 Olive Way, Suite 300 Seattle, Washington. 98101 -1856 (208) 629 -0717 W27xti4 WORK LINE OF RADIUS W14 x22 W16x26 [20 RADIUS W14x22 W6 COL. INFILL EXISTING- - ESCALATOR OPENING _~--. ---- - . iii t op 1 1 nTh ilr lnrir !� 1 � 11 11 11 11 I ! —� ll ,!I 11 11 1 11 11111-711", II 11 11 II lil`I, SIM � _LJ�"JI ILJI L]LLJUL I I JL� 1111 -'24-1 11 II 11 11 I Ii 11 11 11 II 11 Ji } 1 11 11 1 11 11 11 1 11 1I 11. 1 1 11 11 11111 ULi[juL,_J[._Jul^.11 II HLU! 11 11 �_ 26 x 30 _-- r-- 1 FT. 4x4x%' ;l�T SHELF ANGLE (TYP.) L 4x4x546" SHELF ANGLE INFILL EXIST. MECH. OPENING NEW W12 COL. (BELOW) W18x40 [28] W18 x 40 [28] W18x40 [28) W16x 26 [241 I VISIONS nrommitnewhassumen No. Dote Item n I IF1 II II!! 111111.1111' 'II 11 1 II 11 1 It I! 11 I I!! 1 71.4„ 91-4" 7' -4" ! 111 1 Ii 11 11 1 u lJ L1 ! �LI�I�JU �JIJnr�r Inn C rnl --"` ,1 11.1 1 II 11 11 11 11 IH !! 1111(! }111►. I,F1L EX1HT. 11 11 11 111 .,......,.....,' PANG IUi IL I [1 NEW W12 COL. (BELOW) W18x40 128) 8 4.3 02 CONCRETE OVER 11/2' 20 GA. DECK W/6 x 6 W1.4 x W1.4 WWF DECK SPAN FIN. SLAB EL. 46' -8" T.Q.S. EL. 46' -2" W24x62 126] 61 APPROVALS IlIMESIMIESIIMadannsig W18x40 [28l W24 x 55 [26] 3' S4. SIM. SIM. MITCHELL/CREIGHTON Project `AtChitK1 CAILAO Drown FAHEY /FIRTH Checked Approved. INF)LL EXIST. -' PASSENGER ELEV. OPENING - co W16x26 [22] W18x35 [26] I W14x38 Ia iwrnn" v..�irr �t t.r ., irzsmitr rrr /.`ree owes' r.m.r►a i``viere..4/494 ••rune r rir `er atourwnt..i owArArArA►n►Iv it 4,110.0`4 We •�1111 �► 8'-4" 10" (FIELD VERIFY) STAIR NO. 4 SEE SHT. S6.1 NEW, W8 COL. LIP TO UNDERSIDE OF THIRD FLOOR 22' -10 4" (4) EQ. SPACES 8" CMU DOUBLE WALL STAIR NO, 3 SEE SHT. S6.1 Registration EXIST. BLDG. (3) EQ, SPACES two NEW BLDG. IV SHEET TITLE SECOND FLOG FRAMING ; PLAN NOTES: T.O.S. THIS SHEET 46' -2" U.O.N. * INDICATES T.O.S. 42' -6" A. ee INDICATES FIELD VERIFY 86205 Project No. Dote ■ 3tiEET 7iO. EXESISIESHIMISEMEMEN 1987" 0 2 4 6 12 24 FEET SCALE 1/8":1 -OlI S2.4 COPYRIONT@119B TtE CALL1SON PARTNERSHIP wow A PLOTTED canon YC? : 4fK'• (Y/i14.11.WF?,.Q,9= 424 J+n*VkY.0 M.almttl'�.'[G ^rna, ^S.°.5.+i1#fbtt✓..Y,Gi +.�Y.Y ?. 111 1 11111(II111II(III 0 US 71151N •. t ( V111;11I1111111II11111111111II( 11(1111111 111111(11111I1(I111111( 1111111 (II1111111111111(111111111III•t 1111 10 11 ...eon 7ou.M 12 2 and 267' -8" 14'-l" 24' -0" 9n OUTSIDE FACE S ,U 7 BAYS 0 24'-0" = 168'-0" W18x35*** 8x35 * ** OUTSIDE FACE OF NEW CMU PLANTER TOPPING SLAB (2 %" MIN. CONC. 6x6-W1.4xW1.4 WWF) W12x16 121 :4 W8x10 12] *. STAIR NO. 2 T r'• W'66W14 a ) 4 �r•I �. immisimmis _ [2 CS. _. �... SY`i- �-: <.:a- - r— !•a -�-e.. �a r..=- rr.-- _�z�- ±�.•- a��'r. . -�- -.•� =n �.,..ti:S..�z �'f e� ►• `� 11►`14YJCR��` 1► w ifewl ww Tex /I1/4/ rV� ► Ara' .r.our ' / + • • �. .J. . _.- -.. - -- S.. _.. .Y' .t1fII►i �AV�Iw%s,*I►.//� ��� /IrirA.iA►i_ 11 . Wt2x16 (T.O.S. 61' 7 ") W12x16 161** f /2/4 *' ii SHELF 4x4x #* � SHELF L 4x4x5. *it SHELF L 4x4x6 ** W27 84 .- ...- .._,.. >...- ...._�.• -..- -. -r•» -� ice: =i.' �e-► v.-� — -�. �--: - -.. -- •ir -,e-•� �•r� =. •.r •vr.r. - v'- . . --•• ... � - -'r! _. - . . _ _ ■- - e — .. e!'i �ri.�iiiiri�.��.i►.�►ivi si /a,1%iw► / /i►iir.►ir.�iii.�riv ��� — --- — -- --- `. r�.� - — — Dir T 11 ! :.r ,r�r =.,— It 16%35/ (n) - ;% 14' -O" 71 -011 71 -011 12' -0" Y 6' -0" . 61 -011 T.O.C. 11722 • SI M. S4' : 4)2: OUTSIDE FACE W12x . 0 62' -67k" OF STUDS W24x68 1201***** W 0x116 (22) 4141** 11 -3" OUTSIDE FACE OF CMU (ABOVE) 2'-2" OUTSIDE' FACE OF CONC. (BELOW) PLANTER ,r ,�. ,j /` - -�- - „)��. _ - -- � I I L I � w6 x 10 I2)*+: � ____ —_ • 1 � - ,:,' 1 :1�� _ --j, j``” _..._ „ j ' �,,% I�! 1'//,.%/.�% 1 • � r � .. 1 -`... � � ,t>„ , � .�� I inspir A��' ` t t � 54I X ,� .", — ��.?:!,!►%'_ _ i�Ir � W12x16 T.O.S. ( 62 -7) - - --- riF L9x4 1 ■ r r iii •au..,wu ..._'•ta v a1r i �, / /'� ���►►� e� +`n E X Etz W r/') _ If � 1(� L w re _ 217 �i It ( x 1- 11) ' - d[? M 0 •� , T.O.C.. •... •.1�1 ►-I ��-,u r ....•, I 1 W12 16 (T.O.S. 61 7 et r .___ ► i• .— ...... Ci ,. �• ...'.' c� 621-91/2" .—., —,._, '� " . .r• -- __. . -._._. • • II s1M_ _ INFILL J • N N•, • pll N ■r`! _ ��I SIM. I I I ' III 3� O O O N7 Ni U N °, I T V ( � t I _ N. . -� OPENING x. 0.1 I I I 11 x N — Rp co �� •. � *•'�'lr` #'JE � � � -11 W18x40 (28) W18x35 112]_ W21x44 26] . W24 62 1261 3 T.O.C. OPPING SLAB 63'- 51/2" T.O.C. (TOPPING SLAB) 63' -44° %s TYP. S4. BTWN. GRIDS W12x16 112) 0 6' -0'O.0 BAR•' /ex 2x CONT. TOP FLANGE THIS SIDE ONLY STITCH WELD 3" 0 12" TS 4x3x1/4 TYP. (6) PLCS. r-21/2" OUTSIDE FACE OF STUDS & CMU W12x22 116) 0 6'-0"0.C. *** ***1 DEPRESSED SLAB W /TOPPING SLAB - SEE ARCH. The CaIIison Partnership Architecture Programming Planning Interior Design W18 x40. (28) W18x40 [28) W18 x 40 (281 W18x40 (28) I TYP. 0 GRIDS W24x62 [26) * * ** ** W12x22 (16) a 6'- 0 "O.C. ,x4141 * ** W24x62 [26) *1 * * ** W12x22 [16] *4441** W21x333 134) * * * * * *[ 1423 3rd Avenue Stine 300 Seattle. Washington 98101 (206) 623 -4646 A ProteesioncI Service Corporation ■ CONSULTANTS C©fftnan` VFT Engineers 720 Olive Way, Suite; 300 Seattle, Washington. 98101-1866 (208) 823-0717 W24x62 [26] * *- * * ** W21 x3001(34 ale * **. (9> W14x22 DEPRESSED SLAB (1/8") SEE ARCH.' W14 x 22 W14 x 22 W12 x22 116) 4141*.t** W18x40 128] Wex10 (41 W30 x 191 ` [101 - ---- -_ •-.-. 24x26 (EC) 21 x 333 [341 REVISIONS No. Date Item VERIFY W/ MFR, INFILL EXIgTING ESCALATOR OPENING 41/2" CONCRETE OVE 11/2" 20 GA: DECK W.fSx6 W1. xW1.4 WWF DE Ci( SPAN W24 x 62 126] INFILL EXIST. MECH. OPENINGS TYP:' (11) PLACES SEE SECTION H/54.1 W10 x40 128] SIM... ,E 54.1 W12x16 112] $ 6'- OI10.C. W18x55 301 TS HANGER ?11 APPROVALS MITCHELL /CREIGHTON Project Architect CAILAO Drawn FAHEY /FIRTH Checked Ox12 18) �• •∎ s�a41► raw- _- _ ..P.•.►w.�w W16x26 (22) ��+.� T O.C. - x � 111 �.L.�.1�r.;A✓!1-Jrrr�• .Iri�'�r .-/S�r.►ri'iJrlrarl►Y.�►rrlp.r' ��7Y.A/,r:f .�_- +•.yiw[.w��. +►vr �f..www....� Wi.w r. i-�r. `�.a� .►��......a��1T.11.►. 'i W16x26 (22) LD TS HANGER W16x26" 122] Wex24 [6]* 1011 12' -1011 -.'---- 301-fx111^ STAIR' NO. 3 S-E S6.1 121/ 21- 114.F- X111 -1 '/2" 14' -2i1 OUTSIDE FACE OF STUDS 12' -p" DEPRESSED' ( "SYSTEM 80" - ROOF -SEE ARCH) Registration EXIST. BUILDING ,EXPANSION AREA NOTES: INDICATES' T.O.S. 61'-9" INDICATES T.O.S. 61'- 2" INDICATES T.O.S. 59' -11" INDICATES 1.0.S. 62' -4V2" 1 ,II b. * *f** INDICATES T.O.S. 6. 4141 * * ** INDICATES T.O. 86205 Project N. E SHEET NO: MAY 4, 198 Dote 0 2 4 6 12 24 FEET SCALE 1 /81'- 1t-Ott S2.5 COPYRIGHT® 198 THE CALLISCH PARTNERSHIP ' '• ;44744444-4,44 I1111111I111111II11111111111111 I1111111I1111111f 1111111I11111lI IJI11 0 Ib TIIS I"[I• t 2 4 6 7 Jy _ L.r*fi d :rd4,dt! nt„is1e, a dl:y.cle$Y ' t�! n m l:b4$. 111111111111111111III111(I I II91111 (11111IIi11111111111II1111 111111 9 10 11 ,,A7F N+GFPII/NV 12 M 267' -8" 10 BAYS A 24' -0° = 240' -0" A.4 261 -0" �*- 14'_O" 101.0" I4' -5" 1 1 2/2 j " All OUTSIDE FACE OF EXIST. CMU 181 -5" T� s 9, 0„ +81-0 7, -c" I -OII II OUTSIDE FACE OF STUDS OUTSIDE FACE OF STUDS (t EXIST. BMS. EXIST. ROOF EXIST, CMU WALL BELOW STl1IMA ET ABOVE 14' -4" 9' -8" I4I -4" .19' -8" ...p --- M N ... 11-21/21 11 -21/2 I WALL BELOW OUTSIDE FACER CIA! ABOVE .. OUTSIDE FACE OF STUDS AND,BELOW OF STUDS 78'-641L T.O.S. - `TYP. ALONG 0 ' 1/ " TS _I{ANGER i " 78-9rg A GRI C D �, � ' IwluwauYe ,.�,eepled0■0'rILfEJi1 v' 1'/►� `�1, . 4. x10 � ..... . YP.) N N yipII[8xbo x N x cr v N n, rN- r- NEW ROC NEW CMU WALL BELOW STUD PARAPET ABOVE 12x22 (E) W12x22 (E 2 11 -9" W18x35 ,�.�'. W' TS POST 1' -31I OUTSIDE FACE OF. CMU STAIR NO. 2 SEE S6.1 r -� o S4 TYP TS 4x4X%a TS POST - W12k19 (E) I 9. w/ TS8x6X BOT. FL. •es • p4 W14 x 26 (E) (BEL W) �'- ; x oa A TS 4x4x1 /q_ W18x40 cc 0 x m (TYP.) 10421 (E) TS POST WELDED TS FR IME FOR "T ANE,SEHC-C 0" (AC-3) UNIT: OP;RATING;IWEI HT- 9750' SNOW'ON'TOP , - 7300' FR ME WEIGHT' - 3000' 20050' W14 x 26 (TYP.) 6- %'t7D.R. W24 x 761142 W24 x 76 142) W12 x22 W12x22 116) a 6'- 6 "0.C. The CalIison Partnership 79'-04" TYP. W16 x 31 Architecture Programming Planning Interior Design W24 x 68 (30) TS POST WELDED TS FRAME FOR "TRAN SEHC -050" jAC -6) UNIT: OPERATING WEIGHT- 9440' SNOW ON TOP - 6160* FRAME ;WEIGHT - 2600' 18200* SLOPE W12x22 a 6'- adb:c. SLOPE 41/4 CONCRETE OVER 15/2' 20 GA. DECK W/ 6x6 -W1.4 Y. W1.4 WWF DECK SPAN FIN. SLAB EL. ' 79'-6" T.O.S. EL. = 79' -0° 1423 3rd Avenue Suite. 30C Seattle, Washington 98101 (206) 623 -4646 W14x30 (E) W14 x 26' (E) I W16x31 W16x50 W24 x841[46] W24 x 94 (72) A Professional Service Corporetlon CONSULTANTS MIENCIENESIRMISINUININI TS8 x 6 x r ..r 1 TS POST 13 x 171(EC) WELDED TS FRAME FOR "TRANE SEHC -050" (AC -5) UNIT; OPERATING WEIGHT — 9440' SNOW ON TOP 6160' FRAME WEIGHT '2600' 18200' Ts PosT 1 1 A I 1 ; .. -.: e.t 1 L 6X4x ,BELOW `; L 6x4x! BELOW EXIST. DEK EXIST. DECK � I' -011 ' ■ A —_ I 1 s j r 1 1 Wi2x14 1 W12x14 ._ • t W12x14 i W12 x14 I P°... pri ,trl a " 1.lrr...49: sisf.kk''e's + irger./ , f4 4i��. wi^3�i,1:� �iiwt�i� a'iir Aii� 54 s• % ``' 1 S4.5 S4.4 °. ,,I w N 0 W12x16 61- 0"0.C. 6 -0 �. W12 x22 I N 0 6'- 0 "O.C. 12 - T.OrS,____® i 4.� S] 54.5 0 :::111'11114; -- rP:#.i 791 -3v21I x V - 1 I 1 V p# A - 4.. 1- 0,� /••w, "0 "CHEMSE " 791-31/2" .14 ,j� jSIM. EXIST.' DECK I_41/ it , � >I , irk ... .�/`�,Af,�A/ !�. .4I ,i:.i_' 4'_ J-- l 7 14�A . _ :>i_r iVVE REACTIONS & A 24 B 10.5K VERIFY W/ MFR: NEW SL AB (WALKWAY), 01 I ALL AROUND c; i T.O.C. 79t-91/2" T.0.S. Coffrneh VFT Engineers 720 olive Way, Suite 800 Seattle, Weshington. 88101 -1828 (208) 823 -0717 W21x44 W21 ; 44 10 -1" oD.RJ W16x31 W24 x841(4 W24 x 94 j [72) REVISIONS IIMMONSEEINIMINSMINIER No Dale teem; 1(`\ RODEO iA*! 5 -4/9 400C-410d/id 'tt' ' T.O.S. I 6x17 (EB) TYP. 1 i -- TOPPING SLAB (3" MIN.) I— T.O. SLAB EL. 791 -6" 1 TS POST W12X14 0 6'- 0 "O.C. INWx8. H HOLE ii 16 BM. W/ "x311 . ISTIFFENER t TOP & BOTTOM W16 x 31 IW12x14 W16x57 W12x1Q:_. 61- 010.0. 14' -9" W12x22 (16] a 61- 6 "O.C. TS POST TS POST TS 7 x 3 x ;7g' BELOW TS12x8x TS12x8x — — __ _-- i TS12xOx 40x23'(EC) -._._I ---- 4I _J+ _ Ni I 1 ,� — zemkmemezitN -1 Tr8 16 X 8 x . �- ----•i -I-� � TS12 x 8 x6�I t 40x23 (EC) Iii APPROVALS INIMSIMIESIXIVRIZSMIKCO MITCHELL /CREIGHTON Project Architect CAILAO Drawn FAHEY /FIRTH Checked . .4) N Approved 40x23 (EC) f,x•Arrei ar..srxrArArArAver ./.4 '.ir. wr' mr, AlGrr.�'.J..r.lr r/rxr4r4rArir �r..rrIr'. rArv�.��„ r.4rnriil"wArarwArA 4r-X I+ ..I4.i�IL lrirArser �.. •.c.... •++�'• , � ,, f `..c ..•w..lw.. ,•.I'l�� ..�� .. ►w►.r,.c �.a�•r. •.lo-.... .�,.r..w. .,,..r a.... -... 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EL.: SEE ARCH. T.O,S.: SEE PLAN DECK SPAN, 0 2 4 6 12 24 FEET SCALE ( 1/8 ":71 S2.6 COP11116HTO 198 THE CALLISON PARTNERSHIP IMINIONMIWEINWitIMININNSINIENIS 411111111146 r .,, a •143:JS.:�2.4SDS:6'SL'.GU� ^rk.. ... • n-7, - ,NYneayn>rp.v.vnr.,,, FLQTrE3 n71.487 Yi�l�t':1 IIIIIIIIIIIlIIIIIII IIIIIIII II IIIIlIIIIIIIitIIi IIIIIIIIIII111IIItJi{tll 0 167f IS INC" i 2 �l 111 I1111111IIIII1II11I111j1III11II1I1I111I111I1I1I111 I111I111I111I1I1I 11 uhofwmPumv 12 9 mormwaume 171' -3" 6 BAYS 0 24' -O" = 144' -0" 14' -4" 1' -242" OUTSIDE FACE OF STUDS & END OF CMU 9'-8" 4'_411 r 19' -B" 1'-212' OUTSIDE FACE OF STUDS & END OF CMU 26' -0" 14' -0" 71 -0'1 71.0" 12' -O" —.. 61.0" 61 -0" 11 -311 OUTSIDE FACE OF CMU O.H. T.O.S. 911_1,4" W12 x16 T.O.S. 90' -1O %4" T.O.S. W16 x 26 W18 x35 T.O.S. W18x35 W18x35 T O.S. X92' -0" TYP. GRID "A' LOWER ROOF SEE SHT. S2.6 W18x35 T.O.S. 98' -3 %" OUTSIDE FACE OF STUDS ROOF DECK VERCO "SYSTEM 80" EL. VARIES SEE ARCH. W10x33 W18x35 NO- 6 BAYS o 241=0" c9) 11'-11/2' •41— _ _____ II !,/ y1- r. II 4 sA":513ff 4 �L 4x4x546 SHELF ANGLE TYP. ALL AROUND 3" 20 GA. VERCO TYPE N -24 ROOF DECK SPAN * - VERIFY W/ ELEVATOR MFR. W12 x40 HOIST BM. (CAPACITY =23K) FREIGHT ELEVATOR PENTHOUSE ROOF PLAN E) T.O.S. SEE PLAN 1/2x02x1' -8" W/ (6) 705 A325 -F BOLTS 3 -6 3 -6 BRACED FRAME COL. SEE COL. SCHED. W12x16 (3) x 107/8x 2I -2 %11- W/ (4) 7431'0 A325 -F BOLTS L 4x3xf6 LLV )ax 108x 21 -2%" W/ (4) 7/8110 A325-F BOLTS W12x16 EL. VARIES SEE ARCH. BRACED FRAME COL. SEE COL. SCHED. T.O.S. SEE PLAN W18x35 W18x35 W10 :33 %x 8%2 x 1' -8'` W/ (6) WO A325 -F BOLTS T.o.5. 19 - o5 /6" BRACED FRAME SEE ELEVATION THIS SHEET H.P. OF ROOF 3I 20 GA. VERCO TYPE N••24 ROOF DECK SPAN MACHINE ISMS. BY ELEVATOR MFR. -6 61_7" W18 x 35 W10x12 91' -9 %" W/ (3) 1151 ANCHOR BOLTS SET IN BOND BEAM. T.O.S W14x22 W14 x 22 SI M. O.H. W14x22 ..M�.+wl.rr 6■ M :-r�'r'wrr,+r r� r "�► :.r1...►gr 1r�tr V ,rirr. •Sriw'4•W. eir rAll,5 r�sr.r4r.iy�AVAY'criy4V T.O.S. est 91' -6 %a" FOR PENTHOUSE ROOF SEE PLAN THIS SHEET 1' -2Y2' OUTSIDE FACE OF STUDS T.O.S. 91'- bl /g11 TYP. GRID B" T.O. PARAPET 881 -6" SEE ARCH. REACTIONS D.4 w a L4X4 SLOPE DOWN SLOPE DOWN 1/4 "/1' -0" , 1/4'1/1' -0" "W'1 BM. 1' KERF W/ (3) 374"0 BOLTS )16 it BRACED FRAME ELEVATION I /11.1. -v 4 , - %x3 1/2 / W/ (8) �11; A325-F BOLTS L 4x3x3i6 LLV L4x4 & DECK s0 SIM. TS5x5 - --=--- 611 x16 GA STEEL STUDS 0 16 "OTC. NOTES: 1. BEAM SPACING 81 -0" U.O.N, 2. a INDICATES STRAP BRACING ON METAL STUDS, SEE DETAIL 4 THIS SHEET. SCALE 0 2 4 6 12 24 FEET LJIIMMINSILVIMMIIIEVitamJ L 4x30f6 LLV 6" TRACK TRACK & /i6 STUD 1/16 DETAIL 4A " =11_0" 4 STRAP BRACING /81x3" F.B. CHANNEL BRIDGING EA. END TRACK & STUD %i6 'I6 6" STUDS STRAP. BRACING I /8' x 3 F.B. 1/16 V16 EA. STUD 6" TRACK DETAIL 4 S2.7` DECK SPAN OPP. a SIM. T.O: PARAPET 991.91' SEE ARCH. 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Paz COPYWOHT® 190 1I1 CALLISM PARTNERSHIP The Callison Partnership Architecture Programming Planning Interior Design 1423 Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 A Protessioned Service Corporation ® CONSUL TANTS Coffman VFT Engineers 720 Olive Way, suite 300 Se ittle, Washington. 98101 -1858 (208) 823-0717 REVISIONS Date Item 4000E AoL)M 1 APP}iCVA -S INIZENNINESENOMMEnnse MI TCHELL /CREI GHTON Project Architect CAILAO Drown FAHEY /FHRTH Checked Approved °�auoeebps' G. '. Qr 1 '1 ' i y ' �I I • Ft� t to / tn., ZdMt�� ° 0 'VOVA!VI°∎ .... e.. +a° Registration IN SHEET TITLE STRUCTURAL. BUILDING ELEVATIONS 86205 MAY '41. 1987 Project No. NI SHEET NIC. 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W/ (2) *5 r" • NEW' 8" CMU 0 EXIST. LOUVER OPENINGS ONLY EXIST, CMU WALL SECTION T.O.S. 80' -7V211 GROUT AS REQ'D STIFF. lQ.I'/ 48 "O.C. EXIST. CONC. JOISTS /2x3x1' -31' W/ % "e EXPANSION ANCHORS (2ki" EMBEDMENT) 0 16"0.C. EXIST. CONC.' BM. NOTE: SEE SECTION P /S4.4 FOR INFORMATION NOT NOTED. V J e cR--- 7 "CHEMSET" 5 1 n W /fi n x2 -6 eCAPSULE (6" EMBEDMENT) 0 32 "O.C. - BOND `BM. W/ (2) *5 GROUT:'AS REQ'D. TO MATCH COURSING 1111 631 O° 030 mom fl.ww1. _ �■i8_J._ 1, III SSA III:1 11Ir1. r.181 1. ......r *I r r 1/2II 1I_011 THIRD FLOOR 63' -O" EXIST: CONC. JOISTS EXIST. CONC. BM. SECTION 1/ 11.011 2 • SEE PLAN NEW 8" WALL (SHOTCRETE) S3.2 EXIST. SLAB The C a l I i s o n Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle, Washington 96101 (206) 623 -4646 A Professional Service Corpora ,ton CONSULTANTS ,,_s• v1JL irrtsfl Vr T ngireefs 720 Olive Way, Suite 300' Seattle, Washington ` 88101- 1858 (206) 823 -0717 REVISIONS No. Dole Item ADOENOUM #2 SECOND FLOOR 46 -8 EXIST. CMU NEW CMU *5 0 48 "O.C. *5 0 32 "O.C. VERT. 5 D 12"0.C. VERT. *5 0 12"O.0 VER1. EXIST. JOIST 43 HOOK 0 12 "0.C. EXIST. 8" CONC. WALL "OFF GRID ", SEE PLAN FOR LOCATION "°�` -�--- - EXIST. 18" SQ. CONC. COL. *5x2' -6" W/ "CHEMSET" CAPSULE. (6" EMBEDMENT) a 48 "O.C. (2) ''5 1111111111111111111111' FIRST FLOOR 28 -6 EXIST. FTG. - EXIST. FTG. EXIST. FTG. Si M. NEW 8" CONC ( "SHOTCRETE ") WALL "OFF GRID ", SEE PLAN FOR LOCATION DOWELS TO MATCH VERT. USE % "0 "CHEMSET" CAPSULES IN EXIST. FIGS, MOTE: SEE ARCHITECTURAL FOR RELIEVING' ANGLE LOCATIONS, SEE S5.1 FOR CONNECTIONS. DOWELS` TO MATCH VERT. SOUTH E L E V A (ION IN EX 51. IFTGS SET CAPSULES SECTION t1 " 118 APPROVALS . MITCHELL /CREIGHTON Project' Architect CAILAO Drawn ` . NEW 8" CONC. ( "SHOTCRETE'.') WALL "OFF GRID ", SEE PLAN FOR LOCATION FAHEY /FIRTH' Checked Approved *5tt2' -3" BTWN. JOISTS W/ "5 0 12"0.C. EA. WSAYTCRETF.) NEW 8" CONC. WALL (SHOTCRETE) W /*5012 "O.C. EA, WAY *3 TIES (4) *5 EXIST. CONC. "5x2'-0 "W /% "0 "CHEMSET" CAPSULE (6" EMBEDMENT) 0 12 "O.C. *5x1' -10°. W/ %110 ---------- "CHEMSET" CAPSULE (6" EMBEDMENT) 0 12 "O.C. *3 TIES to 12 "O.C. (4) *5 EXIST.` 1811 SQ. CONC. COL. *5x11 -10" W/ V9s "CHEMSET" CAPSULE (6" EMBEDMENT) 12 "O.C. *5x11_311 W/ Y„"o "CHEMSET" CAPSULE (6" EMBEDMENT) 12 "O.C. Registration *5 0 12 "O.C. DRILL 2"91 THRL' HOLE, GROUT *5 x 2' -O' THRU EACH JOIST EXIST. CONC. EXIST,18" SQ. CONC. COL. EXIST. CONC. EXIST. W12 (TYP.) EXIST. W12 COL.(TYP.) ---"- C8x11.5 FRAME 24' -O" 24' -0_�_ SECTION 1i -o" SECTION 11 -o II a 11 2 SECTI ON /2 C 1' -011 2 SECTION 1/2II=1l_011 SECTION Y2" 2 1'_O" S3.2 TYP. JAMB SECTION 86205 MAY 4, 1987 Project No. Dote GC SHEET NC. IMINNOSEMNISMimmuliml 2 " . 11 -011 S3.2 COPYRIOHT©198 THE CALLISON PARTNERSHIP • RATTED 03/26187 w.t•.rrtw..;G6le}Pt -T1 h0!. 1111IJIII 1111 111 111111 ,111 111111 1 1111111 1 11111111 11111 1 111111 111111111111111111111111111111111111111111111111111111111111 EXIST. CMU WALL - - ----.. REMOVE AFTER NEW CMU WALL IS IN PLACE - NEW 8" CMU WALL SEE 53.1 FOR REINF. *5 CONT. TOP a BOT. %"0 "CHEMSET" ANCHORS (512' EMBEDMENT) W/ *5 REBAR 0 16 "0,C. TOP &BOT. " (40 K51) is EXIST, CMU WALL REMOVE AFTER NEW CMU WALL I5 IN PLACE SECTION v2... 11 0'1 EXIST. CMU --•�. %" "CHEMSET ":. W/ *5 REBAR 0 16 "O,C. TOP & BOT.- STAGGER 718" III 11 -8" 11 NEW 8" CMU WALL SEE 53.1 FOR REINF. RELIEVING ANGLE - FOR LOCATION, SEE ARCH. FOR FASTENING, SEE S5.1 •5 CONT. TOP BOTTOM EXIST. CONC. SPANDREL T.O. EXIST. SLAB 63' -0" ;5 0 15 "O.C. VERT. EXIST. CMU WALL REMOVE AFTER NEW CMU WALL IS IN PLACE 1 r '1 V i I V , NEW 8 CMU WALL SEE S3.1 FOR REINF. 11 -311 11" i RELIEVING ANGLE - FOR LOCATION, SEE ARCH. FOR FASTENING, SEE S5.1 NEW 8 ". CMU SEE 83.1 FOR REINF. *5x21-6" 0 32 "O.C. )f8 ifs , 654 -8,I -- (2) •5 CONT, TOP L3x3x14" CONT. STIFFENER 1" 0 4'- O "O.C. "WI" BEAM, SEE PLAN 11 �II 8" 2' -2" SECTION 11 -8" T.(p. 62 -6 "_ 341,!0. x7" HEADED SUDS 0 1'-0 "O,C. *3 TIES 0 24 "O.C. (6) 85 CONT. 8" C.I.P.' WALL SEE 53.1 FOR REINF. NEW 8" CMU WALL - SEE S3.1 FOR REINF. RELIEVING ANGLE - FOR LOCATION, SEE ARCH. FOR FASTENING, SEE S5.1 - t4 -6�5' 8CS�U *5 0 32"O.C. -- 18" T4SE 62 -6' "W" BEAM, SEE PLAN -- L4x4x14 6'- O "O.C. NEW 8" CMU WALL SEE S3.1 FOR REINF. FIN, SLAB SEE PLAN (2). *5 CONT. IN BOND BEAM '4 ® 16 "O.C. 24" 1'W'I. COL. SEE SCHEDULE STIFFENER . %" !E TOP & BOTTOM (N.S. & F.S.) SW BM.� EE PLAN TYP. %"0 "CHEMSET" ANCHOR W/ x5 x 21 -6" BAR Q 16 "O.C. T.O.C. SEE PLAN w111/81' ' W24x 55 CMU & "W" BEAM SECTION 3'I = 11-^'1 S2.5 SEE PLAN 9" TC 65 Oei FLOOR LINE BEYOND • COAT EXIST. CONC. W/ BONDING AGENT PRIOR TO POURING NEW SLAB 41'x0'-315" HEADED STUD 0.2410.C. EXIST. CONC. BEAM -- SECTION 1211 = II_QII S- EE�PLAN "W" BEAMMSEE PLAN L 4x4x1CONT. W/ % "o EXP. ANCHORS 4'- 0 "O.C.' (234 MIN. EMBEDMENT) & STIFF. re, 14" 4'- O "O.C. STAGGERED. SECTION 3811 .'11-0:1 S2.4, S2.5 O -- 8" CMU SEE S3.1 FOR REINF. FACE OF CONC. T.Q. CURB 63' -8" SEE PLAN SECTION 4 1/2" SEE PLAN FACE OF METAL STUDS 6 "x16 GA. STEEL STUDS 16 "O.C. L 3x3x14 CONT. his' 0 6'- 0 "O.C.- -""r "W" BM. SEE PLAN --'� SECTION �11 = 11V011 FACE OF METAL STUDS 65 =8" _ *4 0 16 "O.C. ez 62� -6" TS 4x3x /4 CONT. CONC. WALL SEE PLAN T.O.S. SEE PLAN 12 '1 c SEE PLAN SEE ARCH SEE ' 2' -2' rTCii E0------FACE OF CONC. \1, \k! TOPPING SLAB & TILE, SEE ARCH. (''SYSTEM 80" 0 SIM.) T.O. CURB 63' -8" TRENCH DRAIN (SEE ARCH) T.O.C. SEE PLAN fife, l/2 -12 T.O.S. SEE PLAN FIN. SLAB ee SEE PLAN BEAM SEE PLAN -- 61 -0" G5 0 48 "O.C.-- 1' -6" T.O.C. 64 4 Itne ti 12' -0" "W" BEAM SEE PLAN 6' -0" yll 11'0" ]4 VARIES - SEE PLAN *4 a 16 "O.C. "WI" BM. SEE PLAN IVs j4 -24 1/16 IV 4 -24 16 GA. TRACK. (CONT.) C6 x 16 GA. STEEL STUDS 0 24 "O.C. 5.1 (2) It'. IV' ._ W/ (12) 1 "o BOLTS IN DOUBLE SHEAR L 4X4x s CONT. SEE PLAN FOR RADIUS 1>~ 8" r 65'-8 U 63-0" *5 0 48 "0.C. g4 0 16 "O7. 8" CJ.P. WALL SEE S3.1 FOR REINF. ---- CAST STONE SEE ARCH. I SEE PLAN - L 3x3x.% I 0 6'- O "O.C. 1 BM. SEE PLAN STIFF. lE V2' 000 O CD. OC>00 EXIST. STEEL COL.�� 12.9 116 SECTION kI, Y 11 -01, 4 VARIES - SEE PLAN .B4O. SQF.EII SEE ARCH 16 GA. ` TRACK (CONT.) C6 x 16 GA. STEEL STUDS 0 24 "O.C. SEE PLAN I1 The CaIIiaon Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle, Washington 98101 (206) 623-4646 A Professional Service Corporation 1■ CONSULTANTS Coffman VFT Engineers 720 Olive Way, Suite :860 Seattle, Weahington. 98101 -1856 (208) 82$ -0717 Ilii REVISIONS - "WI' BM. SEE PLAN /2'k W/ (4) )IIO A325 BOLTS E. OTT6'I\ \VVVI ILV IIV4LV/ 1/2" W/ (5) 1 A325 BOLTS (LONG SLOTTED- HOLES) fL 44" WELDMENT --- 12 1 "0 ''CHEMSET" ANCHORS (6'/8" EMBEDMENT) W21. BM, SEE PLAN FIN. SLAB SEE PLAN TES. SEE PLAN FIN. SLAB SEE PLAN T.Q. SEE PLAN e1LSLAB SEE PLAN T.G.S. SEE PLAN r ,1 "95 "CHEMSET" % ANCHORS (FARSIDE) y. EXIST. 8 CMU WALL NIP" 12x11x11 -6'1 W/ (6) 1"0 "CHEMSET" ANCHORS (6/e" EMBEDMENT) SIM. T.O. EXIST. CONC. 461 -8" EXIST CMU WALL EXIST. CONC. GROUT L 4x4x14 CONT.. W/ %"O EXPANSION ANCHORS (244" MIN. EMBEDMENT) 0 41- 0 "0.C. T. 0. C. . lo3TQ EXIST. 8" CONC. WALL EXIST. 18" SQ. CONC. COL. DRILL 11/2"0 HOLE - INSERT-- $5 BAR a GROUT - SEE S3.2 FOR REBAR SPACING " W/ (4) 314 "9 A325 BOLTS (LONG SLOTTED HOLES) OUTLINE OF NEW WELDMENT' (FARSIDE) . W18x35 INFILL BEAM 59'-11 ". J (FIELD VERIFY). DETAIL B.0. SOFFIT SEE ARCH - COL. BEYOND ES APPROVALS gliffinINDENESIMININFeigal MI TCHELLCREI GHTON Projacl Architect CAILAO Drown FAHEY /FIRTH. Checked SEE PLAN S2.5 Approved k 1/2' W/ (2) BOLTS EXIST. FLOOR SIM T.O. EXIST. CON SEE PLAN T.O.S. SEE PLAN EXIST. 3" SLAB EXIST. 6x14 C3 4C. JOIST ® T.O. EX ST. CONC. l SEE PLAN EXIST. 3" SLAB 1 SAWCUT COAT W/ BONDING` AGENT PRIOR TO POURING NEW FLOOR EXIST. FLOOR 11-6" 421' 412' SAWCUT - COAT W/ BONDING. AGENT PRIOR TO POURING NEW FLOOR ! �--- CAST STONE ; SEE ARCH. Registration L 4x4x14 CONT. w/ %" o EXPANSION ANCHORS (214" MIN. EMBEDMENT) 0 41- 011O.C, "IW" : BM. SEE PLAN L 4x4x114 CONT. W/ % "e EXPANSION ANCHORS 0 4'- 0 "O.C. 'N"----"W" BM. (BEYOND) SEE SECT. K /S4.1 IIW" COL. SEE PLAN NOTE: SEE SECTION "- .-- B /S4.1 & K /S4.1 FOR INFORMATION NOT NOTED. 14 NEW "W" BM. SEE PLAN EXIST. 32" x52" CONC. BM. -- NEW 'IW BM. SEE PLAN ik 1x12x1'-3 W, (6) 1"0 "CHEMSET" ANCHORS (614" EMBEDMENT) 1, / "EA. SIDE W/ (5) " A325 BOLTS 1x121'-3" - W/ (6)' 1" o' "CHEMSET" ANCHORS (6/$" EMBEDMENT) EXIST, 20x24 CONC. BM. "W BM. SEE PLAN W10 BM. SEE PLAN IIWII BM. SEE PLAN EXIST. 6X14 JOIST %I1 1W1/ (4) lino BOLTS (LONG SLOTTED HOLES) ft. 1/2" W/ (6) 1 "0 "CHEMSET" ANCHORS (61V8 EMBEDMENT) "WI' BM. SEE PLAN CU ( OF IS';4 I1-A r1 jPRO0.1F0. JUL 2 4 19B7 11 -6" (FIELD VERIFY) S4.1 SECTION ^. 4 . ,I L 11 -011 SECTION Project No. MAY 4, 1987 Date 911 SHEET H0. IININNIENNINEINNIMINNI S2.9 S4.1 1 " 1' -0'1 4 i COPYRIGHT* 198 THE CALLISGN PARTNERSHIP NTINSIRMINIONNINMENNINNENINGINN w,.n tECazw:sk�"KRrr,sw�w,. ;. f�. I1111111I1III1!IIII111I111I111I 1111111111111I1111111I11111I111111111 0 16111!. rN(r. t 2 3, 4 egg' 1e- A9'N"tsN.dama IIII,IIIII,III '' 11tH'! III�IIIIIII�IIIiIII�IIIIIII�IIIIIII�IlII1lil 10 11 MAMMI.IPMA "I 12 11 5'-10" EXIST. 4" SLAB DRYPACK Ifs 7%21 1" 0 SIM, SEE PLAN T".• EXIST. CONC. BM. DRYPACK "W" BM. SEE PLAN 3122 1• 31/21 EXIST. CONC. --N BM. (BEYOND) 3' -8%2 EXIST. CONC. BM. kill EXPANSION ANCHORS, (4) REO'D, EXIST, CONC. BM. 1110 "CHEMSET]' ANCHORS (6) REO'D. (6 °/8' EMBEDMENT) 2' -611 DRYPACK 2V • W12 BM. SEE PLAN fk 1/2" W/ (3) BOLTS EXIST. 10x20 CONC. COL. REMOVE ONLY AFTER NEW COLUMN IS IN PLACE %q v SECTION ), 4 " :1' -011 NEW W12 COL. W/ wt CAP It 21.1" SEE MFR. W8x24 T.G.S. SEE PLAN GRID INFILL EXIST. FLOOR L 3X 3 X (CONT) 11 EXIST. 4" LAB "W" BM. SEE PLAN TS 6x64' lq "CHEMSET" ANCHORS, (4) REQ'D. (6 1/8" EMBEDMENT) 55 SEE PLAN SECTION ,/11 11.OI1 2 SEE PLAN e SEE PLAN DRYPACK EXIST. CONC. BM. - "W" BM. SEE PLAN 3%2" 3,/211 EXIST. CONC. JOIST SEE PLAN EXIST. CONC. BM. (BEYOND) FACE OF STUDS 6" 16 GA. STEEL STUDS a 16 "O.C. 64 CONT. T.O.CURB ® 641 -0" T.O.C. SEE PLANTOPPING SLAB 11 EXIST. 4" SLAB 4' -8,2' 1" a SIM. SEE PLAN "W" BM. SEE PLAN EXIST. CONC. BM. SECTION 1/2... 11_011 SI M. %4 X3'12 1/4 3 -122 SEE PLAN r -N ;" EXPANSION ANCHORS, (4) REQ'D. 2 "1 DRYPACK ..-- NEW "W" COL. W/ 1/2° CAP It SEE PLAN q. COL. SECTION H 3i 11 C 1l_011 �4 -- FACE OF CONC. BRICK VENEER SEE ARCH. SEE PLAN GROUT IN *4 (6 EMBEDMENT) a 24"O.C. EXIST.' CONC. BEAM ROUGHEN EXIST; SLAB AND COAT WITH BONDING AGENT PRIOR TO POURING TOPPING SLAB S4.2 6°;'.16 GA. STEEL STUDS a 16 "0.0 :. W8 COLUMN *3 TIE_ 1.0.CURB 64' -0" 63'-01, I GROUT' IN *4 (6" EMBEDMENT] 24 "0.C. W8x24 C12 x 20.7 W12 BM. SEE PLAN T.O.S. SEE PLAN 3%211 31/21 l� dirm • �-- BRICK VENEER SEE ARCH. EXIST.° CONC, BEAM ----f� NOTE: SEE SEC71ON P/34.2 FOR INFORMATION NOT NOTED. EXIST. CONC. BM. 1 "0 "CHEMSET" ANCHORS (6) REQb: (6 1/8" EMBEDMENT) SEE PLAN n1 "CHEMSET" ANCHORS SEE ARCH. 4 %2" SLAB ON DECK SPRAY BOTTOM OF DECK W/ F.P. 10" SEE I 21.53/11 MFR. i EXIS1. CONC. JOISTS EXIST. CONC. BM. - BRICK VENEER SEE ARCH. 6 5.5 411 411 L 4 x4 x 1/4 (CONT.) W/. %"0 EXP. ANCHORS a 61- 0"0.C. (234,1 MIN. EMBEDMENT) & STIFF ik 1/4" 61- 0 "0.C. STAGGERED NOTE: SEE. SECT. M/S4.2 FOR INFORMATION NOT NOTED. 3/11 11 -011 SECTION 11 1' -011 4 8" 011 VERIFY 631 -0" i1/2 x10x11 -6" TYP. TYP. VERIFY W18 INFILL SECTION 11 -0 3411 t11 4 NOTE: FIELD WELD SHOWN FOR W18 TO TOP FLANGE OF W24 MAY BE CHANGED TO SHOP WELD AT CONTRACTOR'S OPTION, BEAM MUST BE INSERTED THROUGH EXIST, CMU WALL a GRID "5 ". T.O.S. -59'11" MC18x42.7' WELDMENT`. W24 BEAM (W18 NOT SHOWN) SECTION �11_: 11_011 NEW SLAB ON DECK L4x4x4f6 CONT. S2.5 GRID 11411 11-311 10" a'SIM. 4,/211 4/ L3x3x3f6 - 61- 0110.C. 1%2x12x1`- 311 W/ (4) .4110 CHEMSET ANCHORS a COL. EXIST. CONC. - -••""' COLUMN TYPICAL 5 BOLT ( '0 CONN.). SEE SHT, S5.1 W24 BEAM SEE PLAN 1 SECTI 44" ¢ 11011. 4 ON n 1// mow ! '2x11x11 -3" --" W/ (4) 1/4"0 ANCHOR BOLTS L4x4x5 46 CONT. W/ % "s EXPANSION ANCHORS a 6'- O "O.C. EXIST.' CONC. FLOOR S2.4 TYP: (5) BOLT CONN. SEE SHT. S5.1 W21 BEAM SEE PLAN 'A % 2 11 FACE OF CONC, -- FACE OF PLAN STUDS SECTION ; 11_00 T.O.CMU 651 -011 -V ! _ \ 411 CMl1 - ---- -� _,. S4.2 T.O.CURB 9--- 63'.0" BOND BEAM W/ (4) #5 13 flAA ti AA stir Pee$ 04 T.O.CMU 65' -8" BRICK VENEER SEE ARCH. T.O.CURB 631 -8`1 W10 BM. SEE PLAN SEE 35.1 FOR CONNECTION "W" BM. SEE PLAN Ir1 *5 CONT. TOP & BOTTOM "5 0 15 "O.C. r,1 12.9 11 11" SECTION �II , 11 -011 q V 11 EXIST. CONC. BM. 3%211 NEW "W" BM.- SEE PLAN C12 x 20.7 SECTION 4%11 ` 11_011 Q ifs ifs 1/2' W/ (5) BOLTS SEE MFR. SEE PLAN --FACE OF SUPPORT 4%2' ESCALATOR TRUSS EXIST. CONC. BM. • SEE PLAN T.O.S. 46' -3%2' "W" BM. SEE PLAN STIFF. k" 1/4" £e'- 0 "O.C. NOTE: SEE SECT. K /S4.2 FOR INFORMATION NOT NOTED. SECTI ON �11e 11_011 -4" CMU W/ s5 a 32 "0.C. VERT. & 2 3T'o24&ri; T.O.C. Sluk PLAN r TOPPING SLAB 1 - EXIST. CONC. BEAM ----EXIST. CMU WALL (REMAIN) NOTE: FOR SPANDREL ANCHORING SEE F/34.1 SECTION " = 11 -011 41 Cilnl'ac. (5TAGC-IRE2) "SYSTEM 80" ROOF f S2.5 TA.S_ SEE PLAN - "W" BEAM SEE PLAN • BOND BEAM - --- -� W/ (4) e5 63' -0" GRID I . SEE PL AN..I fr 0 141 NOTE: DECK TURNED 90° a SIM. SECTION 52.5 DRAIN SEE ARCH. T.O•C. SEE PLAN TOPPING SLAB (2) *4 CONT. 1/2 "0 EXP.` ANCHOR • �''� (21/4 EMBEDMENT) 0 24"O.C. i x10x0'- 10 "_-- W/ (4) 44 "0 "CHEMSET" ANCHORS (■143" EMBEDMENT) ( 11 3/2 31/ Ir x4x 019" w/(3) % o BOLTS eSEE PLAN T.O.S. SEE PLAN "W" BM. SEE PLAN EXIST. CONC. M. SEE PLAN SECTION - ._...:3, _ 11 -0" 74 SEE ARCH. 4/2" SLAB ON DECK SPRAY B01. OF DECK W/ F.P 21_4 " S2.5 %4 6" SLAB ON DECK SEE MFR. SEE PLAN W10 BM. SEE PLAN SEE S5.1 FOR --� CONNECTION "W" BM. SEE PLAN 5 SEE ARCH. IL7_ Z' IT",1 ►r I "W" BM. SEE PLAN-- -''��' !�L /2x10x0' -10" W/ (4) 31110 "CHEMSET" - ANCHORS' (6 1/8' EMBEDMENT)�� EXIST, CONC. BEAM NOTE: FOR SPANDREL' ANCHORING SEE F /S4.1 %I\ n5 0 16 "0.C. 30` k1/4 . (AS REO'D.) 6'_0"0.C. FOR DECK "W" BEAM SEE PLAN 34h C 11011 4 S2.4 S2.5 T.G.S. SEE PLAN L 4x4x1/4 *(CONT.) W/ %"0 EXP. ANCHORS a 6'- O"O.C., (24'4" ; MIN. EMBEDMENT) & STIFF I. Y4" 6'-0 "0.C. STAGGERED SEE I ARCH. T.O.CURB 631 -8" SECTION 1,11 1' -011 J4 - *5 a 16 "O.C. T.O.S. SEE PLAN 11W" BEAM - ---` SEE PLAN 52.5 N 2'- T.O.CMU 65' -8" 4" CMU W/ s5 ® 32 "O.C. VERT. & 2* 6ToP 4 Earl: - -BRICK VENEER SEE ARCH. 63' -0" *5 CONT, TOP & BOTTOM ,. T•0.S. 61' -711 *5 a 15 "O,C. SECTION 4411 0 11 -011 4 S2.4 ti VENEER SEE ARCH. --- 8" CONC. WALL SEE S3.1 FOR REINF. CCPYRIGHTO 19e TIE CALLISON PARTNERSHIP The Callison Partnersh Architeature Planning , Interior Design 1423 3rd Avenue Suite 300 Seatile, Washington (206) 623-4646 A Professional Service Corporation CONSULTANTS MINIMEIMININI Coffman VFT Engineers 720 Olive Way, Sulte '300 Seattle, Washington. '98161.11858 (206) 823-0717 IS REVISIONS IIIIRIMOVIENIMMEGORIENEMINI No. Date. Item ` `ADPENDLIM *2 ,. APPROVALS ESSEIVENXIMBIUMMIFIIII MITCHELL/CREIGHTON Architect CAILAO Drown FAHEY /FIRTH Checked Approver. Registration I® SieVT TITLE MSNMENISECIIIREIMMI FLOOR SECTIONS AND DETAILS 86205 MAY ,raise• No. IR SHEET NO. S4.2 4, ,1987 Dote AWVI elnrr.rva•w, NOM 03/2647 1 • 1 1111I111'1 1 0 16 1/Cf../it 111111111111111111 1111III11111I11111IIIl1111111111IIIIII I 1111 111 11111 1 II 1 111111 2 VIII 1111 111111111111111111111111111111111111111111111111111111111 1 1 11111 y 1C) 11 MA1( 161wul 12 k1/2 W/' (6) 1 "0 CHEMSET ANCHORS (EMBED 61/8') "W" BEAM SEE PLAN T.O.S. 0' -3/2 "W" BEAM SEE PLAN EXIST. CONC. BY FOR CONNECTION SEE SHT. S5.1 SECTI ON r=1.-0" a 1._0" _ VARIES SEE PLAN X 75 H-- -- CURVED L6x4x%4 LLV - -6_ r - .�.. =�i -- C8:01.5 e 61 -0" O.C. VARIES SEE PLAN` h cV I¢1/2x12x11 -31. W/ (6) 1°0 CHEMSET ANCHORS (EMBED 641") 9" VERIFY >■ LL w FOR CONNECTION SEE SHT. S5.1 T,a.S, 46'-2" �6 IAV EA. STUD VI6 .- CURVED L4x4xV4 SEE PLAN SECTION 7411 - !_3x3xi/rg61-0"O.C:- W /(1) 3/as9 A325 BOLT EA. END •ti T.O.S. SEE PLAN CURVED L4 x 4 x1/4 (CONT.) %$6X01 -8 "_ 3116 L3x3x% 0 6' -0" O.C. W /(2) 3/4"� A325 BOLT EA. END "-- C6 x16 GA, STEEL STUDS 0 16" O.C. W /16 GA. TRACK TOP & SOT. 1 i CURVED TSGx6xt /4 - ��j (CONT.) SECTION II 1 1YO11 �j it BM. • I. 1 8 I ( MIN. SEE ARCH. S2.4 L. IIWII BEAM SEE PLAN NOTE: DECK RUNS PERPENDICULAR AT SIM. SECTION S2.6 3•a i" " =i-0 SEE ARCH. /16N VI <EA. STUD _j SEE ARCH. it BM. I VARIES r-41 SEE ARCH. Lon., MIN. L4x3xI4 x12 x1' -2" w/ (2):1 "0 CHEMSET ANCHORS (EMBED 614") W12 COLUMN SEE SHT. S2.3 ,21 -2" T.O.S. 42'76 C6x18 GA.,. STEEL STUDS 0 24 "O.C. ABOVE •rill_ ' SEE S3.1,FOR REINFORCING FIN. SLAB w» wieelu�l�!�I E • SEE PLAN C3x5 HORIZ. J u5 rn CC uJ SECTION a 11 C 11 -011 T.O.S. v, I SEE PLAN T.O.S. • SEE PLAN. SECTION N" ;11.011 --- 8" WALL SEE S3.1 FOR REINFORCING It BM. MIN. SEE ARCH. SECTION ,4"1.11-0" C6x18 GA. STEEL STUDS 24 "O.C. ELEVATOR SEE PLAN SHAFT 11 #5 CONT. INTO WALL V4 C3x5 HORIZ. BEYOND L2V2x2V2x1/4 LLJ u7 T.O.S. SEE PLAN L3x3x% COPE VERT. LEG 1V2 -12 DETAIL —11/2".1.-0" C6x18 GA. STEEL STUDS O 24 "O.C. EXIST. CONC. BEAM —W12 COLUMN SEE SHT. S2.3 C6x18 GA.;. STEEL STUDS O 24 "O.C. L3x3x1/4x OPENING WA" I 0xO' -4" HEADED STUDS 0 24" 0.C. (SET FLUSH) EXIST. JOIST & SLAB • I� 2_.24 Va V 2-24 u� SECTION 4II : 1'..011 4 BM. 52.4 SECTION ;" _ .4 - , 1 .-0 " r== S2.5 T.O.S. SEE PLAN C3 x5 HORIZ. "W" BEAM SEE PLAN "8" CMU W /'5 0 24" 0.C. VERT. & (2) *5 0 48" 0.C, HORIZ. SEE PLAN T.O.S. 42'-6" "W" REAM SEE PLAN EXIST. CONC. BEAM 11 • 46'-8" "! CHEMSET ANCHORS REMOVE EXIST. FLOOR AFTER CMU IS IN PLACE BELOW SEE PLAN tNe I 1 1 L_1 -.o..* ELEVATOR SHAFT W BEAM SEE PLAN SECTION (-0-N • %x0''8" x 3 42'-4" VERIFY ,,— C12 X20.7 HANGER SECTION VARIES SEE PLAN /16 CURVED L4 x404 EA. STUD SEE PLAN CURVED L6x4xV4 LLV C8x11.5 !Q 6' -0" O.C. 4f6 "WI1 BEAM SEE PLAN L3x3xVg 0 6' -0" O.C. W /(1) 4' O A325 BOLT EA. END �- DRILL THRU SLAB GROUT IN '5x4' -0" S2,5 EXIST. JOIST AND SLAB 1► 8" CMU W / #5 0 24 0.C. VERT. & (2) '5 0 48" O.C. HORIZ. EXIST. CONC.' BEAM CURVED' L'4x4x1/4 (COIN.) L3x3x19� 0 6'-O" O.C. W /(2) o A325 BOLT EA. END C6x16 GA. STEEL STUDS 0 16" O.C. W/16 GA, TRACK TOP & 80T. I. SEE ARCH. It, 36 x6xO'-8 "--- -- CURVED TS6x6xV4 L.__ (C ONT.) ' A SEE ARCH. 1/I6 EA. STUD SECTION 1-6% ELEVATOR SHAFT 8" CMU W /45 0 24" O.C. VERT. & (2) 45 0 48" 0.C. HORIZ. EL. 46'°8" REMOVE EXIST. FLOOR 11" REMOVE EXIST. HAUNCH The Calflson Partnership Architecture Prog' rgmrni n0 Planning Interior Design 1423 3'd Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 A Professional Service Corporation !� CONSULTANTS Coffrrian VFT Engineers 720 Oilva Way, Suite 900 Seattle, Washington 98101 -1866 (206) 623 -0717 • ® REVISIONS MEINSINGIBMINIIMIERIMMINI No. Dole item 4OoEt,Io(M 4F j.; 41 -0 (11' -3" 0 SIM.) 2' -4" ,., '(I I I x 4 x 01-9 11 W/(3) 13411!$ BOLTS C12x20.7 -- --"'. W /(4) 4 "o CHEMSET ANCHORS EXIST. CONC. BEAM SECTION r11 -011 Proiect Architect Drown Checked Registration 86205 MAY' 4 198_1 Project No Date U SI ET NO. S4.3 COPYRIGHT* 198 TIE CA.LISON PARTNERSHIP • MISIOMr:'IawtAwl OZAWI oar.v.I.a,.AIMMA 1111111111111 0 ,6 t,,'. I.4.:,, 11111111111111111111 I I I 2 11111 I l 1111I1111111I111111111 Pill i 1111 1 II 7 1111111' 111` 111iII111I1jIIIIIIIIIIII II,I1lIIIIIIIIIIIIII Ili 9 10 11 ballsv.4iw"' 12 , T.O. STL'1DS��, 93` -6b L4x3x1/4CONT. LLV }.C.S VARIES l� SEE PLAN 6 "., .16 GA. STEEL STUDS 0 16' O.C. L4x3xy4LLV 6' -0' O.C. 0 C6 16 GA, STEEL STUDS a 16 "O.C. T.O. CURB 801 -4" SLOPE: a SEE ARCH. T.O.S. 7131.11 %" L 4 x 4 x G (CONT.) SHELF ANGLE L 4x4X51f6 0 6' -0" O.C. DECK TURNED 90° ® SIM. 11W11. BM.. SEE PLAN 93' -e" 93' -1" 92' -5" "W" BM. SEE PLAN MECH. UNIT CURB (BY OTHERS) TS FRAME SEE PLAN T.C.S. "W" BM. SEE PLAN • • C6 16 GA. STEEL STUDS a 16 "0.C. 0000Uo C6 16 GA. STEEL STUDS 0 16 "O.C. FACE OF STUDS- 21-9" 11-3" CONC. & CMU "SHEART ANZ" BEARING ftr Y2" W/, 3/4" 9 x ot5 'w LD N, SHIPS e 1(0110C A STUP T4TRACK 9 • 14 TYP @ALL. VER% 5TUp5 VENEER - SET6 --,-4 1 G' 16 GA.- STEEL STUDS 16 "O.C. T.O. SLAB 79'-6" T.O.S.� 79'-0" 16 GA. STEEL STUDS 0 16 "O.C. EE ARCH. 0 -7/2 8" WIDE CONC. CURB W/ (2) '5 CONT. -C6 1 . STEEL STUDS 0 16 "O.C. C4 16 GA. STUD N BRACING a 161C. - STAGGER IMb 33��� /'TRACK TO SUPPORT,TYP %I�,l/ 3 \e ALL veRT STUDS BEARING k /2' W/ 11Ox5" WELD STUDS 0 Ib "O.C. A5 @ Ito'o,c, Oriti r 01-1F rdon m 111111 /P 4 IS GA. STUD BRACE a l!o "O.C. STAGGER - SEE SEE LOW ROOF PLAN FOR BOTTOM OF PARAPET T.O.C. 79 -6" 8"x2'-8" CONC. CAP W/ (6) '5 CONT. & N °3 TIES 0 12 "O.C. IE /2x9xCONT. W/ (2) 4°Ox0'l -6" WELD STUDS 12 "O.C. (CENTER ON BOTTOM FLANGE OF "W18" BM.) . 11 T:O. CMU 8" CMU WALL L 4' -0" C6 16 GA. STEEL STUDS ® 16 "O.C. T.O. CURB 80'-4" SLOPE SEE ARCH. 0 • • x5" WELD- - STUDS ® 32 "O.C. "W" BM. SEE PLAN "W" CO!.. SEE SCHED. "W" BM. SEE PLAN SECTION )4" 11_011 4 T.O. SLAB 79' -11 9 T.O.S. 79'-0" "W" BM. SEE PLAN "W" BEAM, SEE PLAN 76'•10" 1/2x7x11-0" ® 3'- 0 "O.C. '5 t9 15 0.C. SEE PLAN SECTION )411 _ 11.011 C6 16 GA. STEEL - - -- STUDS 0 16"0.C. T.O. CURB 80' -4" SLOPE SEE ARCH. T.O.S. 7B' -9 II 11 -2/ ? " O - R BOND BM. NEW 8" CMU WALL FOR REINF. SEE S3.1 STAIRWELL OPENING L4 x 4 x546 (CONT.) L 4 x 4 x 546 (CONT.) SHELF ANGLE L 4x4x5/6 0 6' -011 O.C. EXIST. ROOF CUTLINE b' gto 1" 31.311 1 816" C6 16 GA. STEEL STUDS ----_ 16"0.C. TYP. BOTH' SIDES \ i� /j_ VENEER SEE ARCH. W/16 GA. TRACK TOP & BUT. '4,' Vo ' iz ,'% 'X� \ V' 0 �\ 1. GRID T.O. SLAB & 791.611 T.O.S. 79' -0" L 4x4x6 i5 6' -0" O.C. "W11 BM. SEE PLAN FACE OF STUDS TS16x8xVi6W/ L4x3x5/6 (CONT.) LHH (ES) T.O.S. 80,_72" EXIST. ROOF ---- -- T.O.S (EXI ST.) 791-3 /211 Qi (FIELD VERIFY) 1260.C) /2,� NOTE: BEND EXIST. DECK AS REQ'D. EXIST. "W" BM. SEE PLAN � 6 k N It/4 x 3 (CONT.) T.C. CMU (EXIST.) -d�- 79 -6" (FIELD VERIFY) COAT SIDES OF OPENING w/ BONDING AGENT, DRYPACK AROUND POST AFTER MECH. UNIT IS IN PLACE (TYP.) L 4x3x1/4 LLV (CONT.) "-L4x3x/qLLV a. 61- 0 00.C, NOTE: SEE SECTION C/64.4 FOR INFORMATION MT NOTED. SECTION 3411 R 11_011 EXIST. ROOF JOIST IIW" BM. SEE PLAN GROUT AS REQ'D. L7 x 4 x i /2(CONT.) W/ "TRUBOLT" ANCHORS ,EXIST. BOND. BM. EXIST. "W" BM. EXIST. W6 COL. P SIM. NOTE:: 5E8 SEGi ION 0./54.4 POP INFORMATION NOT NOTED SECTION II _ 11011 4 N N • SECTION rlD r 11_011 52.7 FACE OF STUDS SEE PLAN "W" COL. SEE PLAN ---___ 6" 16 GA. STEEL STUDS ® 16 "0.C. W/ 16 GA. TRACK SYSTEM 1180 11' ROOF /]��\ T.0, CURB dl? /I \ 80,1 -411 SLOPE �SEE~AE1CH. C.3 11 T.O. CMU 93' -4" BOND PM. EL. VARIES §EE PLAN L6x4xi� (CONT.) LLH W/ 44"0 EXP. ANCHORS (33/4" EMBEDMENT) 16 "0.C. SEE PLAN, STAIR OPENING SEE ARCH. SEE ARCH. T.O.S. 79' -3/ °3- (FIELD VERIFY) EXIST. ,. NEW ROOF ROOF 11 -8113 311 SEE PLAN 1" .CLR. EXIST. "W" BM. SEE PLAN EXIST. W6 11 SEE PLAN EDGE OF SLAB SEE PLAN (FIELD VERIFY) EXIST. COL. SECTION 11 11_011 4 B.8 IIWII COL. - �d SEE PLAN 6" 16 GA. STEEL -. STUDS f`3 16 "0.C. "Y /" BM. SEE PLAN it IY2' SEE SHT, 5.1 FOR-- WELDING.& BOLTS SECTION =11-0" is 5.1 Ilu /" BM. SEE PLAN 2211 t ' F STUDS ``--- EXIST. 8" CMU WALL /\ 8 WIDE CURB T.O. CURB 6C' -7,/21 T.O.S. E EXIST. BOND BM. L6x4x1/4 LLV BETWEEN BEAMS NOTE: SEE SECTION C/54.4' FOR INFORMATION NOT NOTED. SECTION {III s 11 -011 T.O.S., 79`_3I411j (FIELD VERIFY) EXIST. "W" BM. SEE PLAN EXIST. W6 NOTE: SEE SECTION E/54.4 FOR - INFORMATION NOT NOTED. SECTION )49 = 11-011 S2.6 79' -01t l \I It /q' (CONT.) ' SEE SECTION P /S4.4 /4 T.O. CMU (EXIST.) 79' -6" (FIELD VERIFY) GROUT AS REQ'D. NEW "W" BM. SEE PLAN EXIST. BOND.' BM. SEE S5.1 FOR CONNECTION NOTE: SEE SECTION C /34.4 FOR INFORMATION NOT NOTED. SECTION '.. 1' -011 S2.ri� 0 SIM. FACE OF CMU SLOPE 1/4 /1Ia "W" BM. SEE PLAN ".W /LONG SLOTTED HOLES FOR (3) 4"> BOLTS - FIELD WELD 0 CONTRACTORS OPTION, REACTION : 12.9KIPS S2.6 FACE OF STUDS SEE PLAN T.0.S. L4x3x1/4 (CONT.) LLV • 0 0 ON L4x3x�a. (LLV) f2 6' -O' O.C. , SEE ARCH. EXIST. NEW ROOF ROOF T.O.S. 79' -3/ " i (FIELD VERIFY) SEE ARCH. DTI FFENER a 7 -6 O.C. SLOPE 1/4"/V-0"°- T.O.S. 79'444" 6 L 3x3x 1/4 CONT.� 6" 16 GA. STEEL STUDS 0 16'10.C. W/ 16 GA. TRACK SYSTEM "80" ROOF T.O. CURB 80 =4 T.O.S. VARIES SEE PLAN �- (FIELD VERIFY) SECTION 411 S 11_011 6 52.6 -,IWII COL. SEE PLAN "W" BM. SEE PLAN "`11 BM. SEE PLAN EXIST. "W" BM. SEE PLAN "W" BM. SEE PLAN SECTION (1Th 11.011 J2.b 51 -711 • I I 7 or EXIST. ROOF CAUTION: ; EXIST. ROOF MUST BE . SHORED WHILE INSTALLING NEW BEAM ON GRID "K" L 4x3xI4 LLV (CONT.) T.O.S. 79' -036" 1 1 6�--1- 1 1 I. 1 T.O.S. 79, -3/21 L4x3x1/4 LLV 0 61-0"0.C. L 3x3x'1/4 (CONT.) Fi/4 f61- 0:'10.C. NOTE: SEE SECTION C /S4.4 FOR INFORMATION NOT NOTED. `•- NEW "W11 BM. SEE PLAN SECTI ON ri;-` 11_011 9 21.11/11 2'.9" 5 1/2" 1' -912' 1' -414" 711 711 NEW COL. RIGID; FRAME SEE PLAN W� (4) 80L i S Sx1DES ° TH 6" 16 GA. STEEL STUDS a 16 "0.C. B%°0Sx4" EXPANSION ANCHORS a 32"O.C. T.O. CURB 80' -61211 & T.G. CURB 90 -616 T,O.S. - 79 -0 11 791 -912" (VERIFY) '79'-6 (VERIFY) T.O.S.. SHELF' L6x 4x% (LLO) 7$'-3I2' (Deyo00) EXIST. W14 ® SIM. EXIST. JOISTS EXIST. JOISTS EXIST. CONC. BM. 4x4It5tra "t'I" BM. SEE PLAN EXIST, 16" SO. CONC. COL. EXIST. 13x17 CONC. BM. cr'/ EXIST, 16 11 S .---- J_- CONC. COL. (2) L 3x3)0/4 1/4 C12x20.7 W/ (4) 4 110 "CHEMSET ".ANCHORS SECTION The Callison Partnership Architecture Programilithc Planning Interior Design 1423 3rd Avenue Suite 300 Seattle, Washington 98101 (206) 623-4646 A Professional Service Corporation Coffman VFT Engineers 720 olive Way, &Ate 300 Seattle, Washington. 98101-1866 (208) 623-0717 MI REVISIONS INNONNINiensaNZNINNINI Date Item 5.‘87, Daitioati IO APPROVALS MITCHELL /CREIGHTON Project Architect . CAILAO Drown , FAHEY /FIRTH Oheckbd Approved Registration SNEET'TITLE RirliAINEMenvonesike ROOF SECTIONS AND DETAILS 86205 MAY 4, '1987 Project No D #i SHEET NO S4.4 UNININNININNONNINnemeglaNNINNI 01128/6 7 • III►IIIIIII IIIII iIIIIIfIIIIIIIIIlIl111111IIIIIIIIIIIIIIIIIIIIIIIIII IIIII III IIIIIIIIIIi III III IIII1IIIIIII111III1I111III1I111I111IlI1111 rirski • . /ZIP COORD. W/ ELECTRICAL 8' -0" VERIFY 6" 16 GA. STEEL STUDS 0 16 "0,C. "5 CONT. *4 0 24 "O.C. T.O.CURB 80'-3" EA. 79'-3/2",s, VERIFY EXIST. ROOF -� EXIST, 11/2' 22 GA, DECK 1'- 611/2" 1 VERIFY EXIST. W12 x16.5 79'-3I/2" 15 ® 12 "0.C. EA. WAY T.O.CURB .EXIST, W10x21 DBL. Li4x4x�! CONT. W/ 41'0 STUDS ® 24'O.C. C6x8.2 0 6'- O "O.C, /q V 3 -12 1/41\3-12 T '/4 V 3 -12 NEW TS4 x 3 CONT. NEW L4.x4x�(6 CONT. TYP. NEW TS3x3 CONT. SECTION (T) ;11 11_011 S2.6 NEW COLUMN -- -. 6 ,i6 GA. STEEL SEE SCHEDULE SHT. S2.3 E O STUDS 0 16 "O.C. "4 CONT. 0 T;O CURB 80'-3" SYSTEM 80 ROOF T.O.SLAB EL. 791 -611 U.S. EL. 79' -0" T.O.S. EL. 78'-64" 61 T.O.S. 791 -0" TS5x5x/4 W /1/4" SHIM CS 0 EA. END NEW -� W8 BEAM NEW CMU • SHAFT WALL T.O.S. SEE PLAN BOND BEAM "4 2,^616 "O.C. ;Tr— NEW CMU SHAFT WALL SEE PLAN -L31/ x3 %7x%9(IxD00R WIDTH) W/ /110x0-41 HEADED STUDS 0 16 O.C. (SET FLUSH) "W" BEAM SEE PLAN "WI" BEAM (SLOPED) "W" BEAM SEE PLAN SEE PLAN W/ L4x40f6 - TYP.� - �/4 %4 SECTION 74 ` 1i_011 4 6" 1" x 2/2 x 1' -8" -.� 11" w/(10)11/4"0 `-AEMSET ANCHORS T.O.S.. EC: 79'.31/2" VERIFY SECTION I.PN \ S2.6 • C6 16 GA. STEEL STUDS 0 16 "O.C. VENEER - -- SEE ARCH. 81 CMU 6"-..1 6 GA. STEEL STUDS t'! 16 "O.C, GWB - SEE ARCH. EXIST. ROOF - EXIST, "W" BM.— x.0.5. pl9' -3/2" f,,, NEW SYSTEM 80 SECTION 1/4" = 11 -011 IlW" BEAM SEE PLAN S2.6 "4 L3x3x1/4 6' -0' 0.C. T.O.S. SEE PLAN 81/2" 11 it 1/2' BOTH SIDES VARIES SEE PLAN 0 T.O.CURB • 41/2; CONC. SLAB W/61( §:41.4 x W1.4 WWF ON 1/2' 20 GA. DECK NOTE: DO NOT POUR UNTIL MACHINE BEAMS ARE 1N, PLACE T.O.SLAB EL. 79' -6" DRYPACK T.O.CURB EL. 80' -3" T.O.SLAB EL. 79' -6" T.O.S. EL. 79' -O" AMkwA 1 SECTION :3 11 =11_011 "W" BEAM SEE PLAN • CUT LINE FOR X .J'S S NOTE:JOISTS MUST BE CUT AND SHORED PRIOR TO CMU SHAFT BEING INSTALLED "C8" TO "TS" /f e SECTION 3/n x11_0" T.O.STUDS 100' -4" 6"x16 GA. STEEL STUDS 0 16" O.C. W/16 GA VARIES SEE PLAN MACHINE BEAMS (BY OTHERS) W/ (3) :IIo ANCHOR BOLTS SET IN BOND BM. SEE PLAN EXIST. SLAB EL. VARIES 79' -3 "3 0 GRID 12 6" T.O.CURB EL. 80'-0" 6 "x16 GA. STEEL STUDS 0 16" O.C. 41/2" CONC. SLAB W /6xr ;-W1.4xW1.4 WWF ON 1/2' 20 GA. DECK -EVERY OTHER FLUTE L6x4x 1/4 LLV CONT. L3x3x1 /4 6' -0" 0.C. W /(2) : °9s A325 BOLTS EA. END L6x4x%4 (CONT.) ,1/2x7x21 -811 TOP FLANGE WT8x25 T.Q.S. 791 -0/211 NEW "W" BM. SEE PLAN NEW IY411 it 16 6"x16 GA. STEEL STUDS 0 16" 0.C. W/16 GA "W" BEAM SEE PLAN �--- C8x11.5 0 6' -0" 0.C. ANGLE BY OTHERS ----- SEE ARCH. TTwS4� x4 POST Wf. /2x6x01 -6" EXIST, "W" BM. TS6x6x1/4 (CONT.) SECTION 3/11=1' -011 S.7� 4 �� TYP. T.O.SLAB EL. 79' -6" MACHINE BEAMS EXIST. JOIST TO BE REMOVED SECTION CD 11_011 6° 16 GA, STEEL STUDS 0 16 "O.C. NEW COLUMN SEE SCHEDULE SHT. S2.3 DRYPACK AFTER l IS IN PLACE 1/2x7x21_0" T.O.S. EXIST. CONC. BEAM EL. 78' -V WT8 x 25 )it V )f6 v4V '79'..3/2 I VERIFY k1/2x71/2 XO' -9" I .1x11.611x3' -0", W /(9) °1 /4 "y, ,' Z.n CHEMSEI' ANCHORS SECTION 1/a STIFFENER IC% EA. SIDE (t OF COL. EXIST. W12 x 16.5 SECTION = 1' -011 T.O.S. 791 -011 it I " CUT TO FIT W12 BEM /4 WT8x25 SECTION y4 11 = 11 011 4 T.O.S. EL. 79'-3/2" ERIFY DECKING SEE A /S4.5 W12 NEW TS4x3x1/4 The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 A Professional Service Corporation ® CONSULTANTS grIngaigillitailliallMOMIN Coffman VFT Engineers` 720 Olive Way, Suite 800 • Seattle, Washington. 913101 -1858 (206)' 828 -0717 ® REVISIONS Dote Item 11 -4%2" 1-0/2" - -<BOT. FLANGE I/4 WT8x25 BRACE BOT. FLANGE -W16 BEAM "4 0 16 "O.C. 4t5 0 12"0.C.- 1 WT8x25 "'BRACE BOT, FLANGE /4 IVOTe REF FCTo,I C /,J4 4 FOR 44J?,W477 /I Norda L SECTION '7a g," D 11 -011 /4 /4 V 3-12 - NEW ' TS (SEE PLAN) IllijllllilillIl IIIIr11 JIIIlII IIIIIlI IIIIIIiItIII IIII111111IlI111I111I1 1111 WT8x25 BRACING ---- W16 BEAM DETAIL 11 _ 11 -011 Project Architect YOTSUUYE /ETHERINGTON Drown FAHEY /FIRTH Checked Approveet. T.O.S. (FIELD VERIFY) 4 )fs ►` 127 3 -12 EXIST. W12 x19 Registration I 11111 11 I it l ,, s arzoi 11,111S N., 2 ' 4 % .4:R(iitii�h NEW "WI! BM. (SEE PLAN) NEW V4�' it SECTION 4 {' 11 11 -011 11 1I'1'I'I'I 1 �... 7 1 I1 11 I1 I1 I' I1 1111I111I1I1I1I1I111I11111I1Ill 111111 9 10 11 Y414 ..L"'" 12 EXIST. "W" BM. SEE PLAN NEW TSB x6x /2 EXIST. W6 COL. NOTE: SEE SECTION E/54.4 FOR INFORMATION NOT NOTED. SECTION N" L 11 -nil 66205 Project No. al SICET NO MAY 1,9er SECTION x4" COPYRIGHT@ 198 TIE CALLISCH P.ARTIERSHIP 0 EXIST. ROOF CUTLINE 111 31.311 C6 16 GA. STEEL STUDS n 16 "O.C. TYP. BOTH SIDES W/16 GA. TRACK TOP a BOT, TS16x8x9f6W/ L4x346 (CONT.)1HH (ES) T.G.S. 80' -7%21 EXIST. ROOF X" .�--- --� FACE OF STUDS .. ---- VENEER SEE ARCH. 12 It 1/4x 3 (CONT.) T.O.S. (EXIST.) •75, -3 %1 (FIELD VERIFY) 12 "0.C. %2 NOTE: BEND EXIST. DECK AS REO'D. EXIST. "W" BM. SEE PLAN + /16 N3-16 +h6 I/3-16 \ T.O. CMU (EXIST.) \ GROUT AS REQ'D. 1 it 1/2x 4 XV-0" SECTION EXIST. BOND. BM. EXIST. "W" BM. it.1/2x 4 x1I-6" W /(2) %" 0 TRUBOLT ANCHORS (5" EMBED.) 32" O.C. IN GROUTED CELL EXIST. 8" CMU WALL TS6x6 BRACE it %2x01_811 DETAIL ;411 = 11-011 TS6x6 BRACE . %2x01 -811 %x5x3' -2 "• TS8x6x +/2x1' -611 WELD TO W14 ABOVE SEE U /S2.5 DETAIL 11 0 ' 1-" � jj SEE DETAIL 1/S4.6 FOR WELD INFO. TS3x3 LEG C10 CHANNEL Ts4x3 LLV TS3x3 LEG TS4x3 LLV C10 CHANNEL STIFFENER Ipl/4 a EA. LEG his �16 TS3x3 LEG TS3x3 LEG BELOW PLAN VIEW '/2.11 -011 UNISTRUT, VERIFY LOCATION W/ ARCH. • TS4x3 LLV TS4x3 LLV BEYOND TS4x3 LLV BEYOND TS4x3 LLV BEYOND •TS4x3 LLV .- -TS3x3 LEG r BASE ° el, ' W/ (1) % 0 EXP. BOLT COORDINATE DIRECTION W/ ARCH. (WALL) �---- -TS3x3 LEG TS3x3 LEG BASE`lh /4,' W/ (1) 0 EXP. BOLT COORDINATE DIRECTION W/ ARCH. (WALL) BASE k1/1" W/ (1) % EXP. BOLT COORDINATE DIRECTION W/ ARCH. (WALL) END VIEW 1/ " - 11`011 2 FRONT VIEW i/2 11 -0" REAR VIEW 1/ - - 1' -0" 2 .VIDEO 1411111 ` SLIPPORF FRANC 64 °e ARCH: V? z ae rro,v C1C CHANNEL TS3 x 3 LEG C10 CHANNEL • UNISTRUT ,- -- UNISTRUT DETAIL 11/2" a l' -011 UNISTRUT BASE It%4" BASE It 1/4" ,------ UNISTRUT TS4x3 LLV TS4x3 LLV Ct/i'j; Q� Tr SC't7 1 tm; 2 4'9�1 f S ,10110 • COPYR1GHTO 198 Ttf CALLISON PARTNERSHIP /.?.4 tur X- +t1ti.U'llkDi'.2tX/44,1P The CaIIison Partnership Architecture Programming Planning Interior Design 14233rd Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 A Professional Service Corporation M CONSULTANTS MIIMMIRIUMMIMM Coffman VFT Engineers 720 Olive Way, Suite 800 Seattle, Washington. 98101-1856 (206) 828-0717 REVISIONS allnallialleaSIBIEMEMINISal No. Date Item 5-4-a7 ADDebloite d ® APPROVALS ONSEMISIEBNanafaaMM Project Architect Drawn Checked Approved Registration II!! SHEET TITLE MIMMEMIIMENINgionsial MISCELLANEOUS SECTIONS. AND DETAILS 862C.i Protect No. MAY4,19.87 Dtite RI SHEET NO. liffillainglaWalmigompal S4.6 IMMOINIMISINIMIENIMIlampapamManat II�IIIiIII�IIII II11l1III O16711!. iN(.. 1 11111111 1IIII!1II! 11111111111111111111111 1 Lill! I • �I !1!I (Ill if 1111111 !I �Ill�ll�l �!l�!�!�! III! ! IIII� !�!IIII�III�iII�III�IIIIIIIIII !VIII 1111111111 2 7 £3 9 10 11 MAa IN'"'"4 1 12 ,w M . :.K ?ltifi 8 4 c''lanc .�iriei+' F1ien. F:7�'e..'r.•a�^2. ai rS;t��.37 GIRDER 3" TYP. GIRDER FOR SIZE AND NUMBER, SEE SCHEDULE CONN. ,r FOR THICKNESS, SEE SCHEDULE BEAM BEAM -ONE SIDE ONLY It GIRDER TYP. SEE SCHEDULE BEAM --� GIRDER FOR SIZE AND NUMBER, SEE SCHEDULE CONN. It FOR THICKNESS, SEE SCHEDULE SHORT SLOTTED HOLES -<SEE SCHEDULE BEAM -ON BOTH SIDES TYPICAL BEAM - GIRDER CONNECTION DETAILS NO. OF BOLTS REQ'D. INDICATED BY SEE FRAMING PLAN, ' IF NOT SHOWN SEE SCHEDULE COLUMN 3.. TYP. SHORT SLOTTED HOLES BEAM -- -<SEE SCHEDULE TYPICAL BEAM- COLUMN FLANGE CONNECTION DETAIL STIFFENER t%2 (TOP & BOT.) COLUMN 3" TYP, NO. OF BOLTS REQ'D. INDICATED BY SEE FRAMING PLAN, IF NOT SHOWN SEE SCHEDULE SHORT SLOTTED HOLES BEAM SEE SCHEDULE TYPICAL BEAM- COLUMN WEB CONNECTION DETAIL TYPI CAL. SI NAPE__ E FRAME_ CONNECTI ON DH- 1- w BEAM SEE SCHEDULE C.> 0 COLUMN 3" +TYP. COLUMN STIFFENER It TO MATCH FLANGE THICKNESS (TOP & BOT.) -<TYP. ES •N GIRDER >---<SEE SCHEDULE GIRDER <SEE SCHEDULE • BEAM- GIRDER DETAIL GIRDER-COLUMN FLANGE DETAIL GIRDER- COLUMN WEB DETAIL TYPICAL MON/ENT CONNECTION DETAILS L4x3x %f SEE PLAN LLV REFERENCE FACE OF FINISH L4x3x% LLV 7 7'- 6 "O.C. (MAX.) GPl ) MATCH TOP OF _ - BEAM ELEVATIONS j •5 CONT. (EXTEND 24" MIN. AROUND CORNERS & PROVIDE 18" LAPS AT SPLICE POINTS) 14 GA. CLOSURE GRID SEE PLAN • REFERENCE --- --+� -1 FACE OF FINISH REFERENCE EDGE OF SLAB TYPICAL SHELF 'ANGLES AT CORNER COLUMNS DETAIL 4 It BANGER TYPICAL SHELF EDGE AT DECK RIBS PERPENDICULAR TO BEAM SECTION POST 1._01, \ S x SIZE REQ'D. w/ (4) x'4"0 BOLTS ,-- HANGER FOR SIZE, SEE PLAN STD. CONN., SEE SCHEDULE TOP & B0'T. STIFFENER 12% EACH SIDE, OMIT IF= A BEAM FRAMES INTO THIS ONE WITHIN 2'-O" OF THIS POINT %xSIZE REQ'D. VI/ (9) 4 "0 BOLTS POST FOR SIZE, SEE PLAN It%x SI ZE' REQ'D. w/ (4) "0 BOLTS TYPICAL HANGER CONNECTION STIFFENER I1' TYPICAL POST CONNECTION CONCRETE CURB ;5 CONT.- 7q Ig' SHEAR STUDS 24"0.C. L3x3x6 CONT. R W/ %2'4x3" WELD STUDS t$ 24"O.C. LEVEL. TYPICAL MECHANICAL UNIT CURB 1 (4) WELDS TYP. L3x3x3i6 EACH SIDE PERPENDI CULAR TO FLUTES 1 41/2" MIN. I SPACING 12" 32" MAX. SPACING 16" MAX. SPACING BTWN. PUDDLE WELD OR STUD OROF GIRDER OF - FACE COLUMN 24" MAX. SPACING 16" PUDDLE W LDWHERE NO STUD R QUIRED DECK PARALLEL TO BEAM DECK PERPENDICULAR OR SKEWED TO BEAM NOTES: 1. THE MINIMUM NUMBER OF STUDS REQUIRED IS SHOWN AS Ix] ON FRAMING PLANS. NO STUDS ARE REQUIRED WHERE [0) APPREARS OR WHERE NO DISIGNATION IS GIVEN. 2. SPACE STUDS AS EVENLY AS POSSIBLE IN AVAILABLE FLUTES. WHEN NO: OF STUDS REQUIRED EXCEEDS THE NO. OF FLUTES, PLACE TWO STUDS IN EVERY OTHER FLUTE STARTING AT EACH END OF THE BEAM. IF TWO STUDS` ARE REQUIRED IN ONE FLUTE THE TRANSVERSE SPACING SHALL BE 3" MINIMUM. TYPICAL COMPOSITE BEAM STUD SPACING GRID SEE PLAN =4 0 32 "0.C. 05 CONT. ' (EXTEND 24" MIN. AROUND CORNERS & PROVIDE 18" LAPS AT SPLICE POINTS) 14 GA. CLOSURE --- L4x3x%4 LLV 7'- 6 "O.C. (MAX.) C.P. T.O.S. SEE PLAN REFERENCE -- -� FACE OF FINISH L 2/ x2%2x 6 FRAME --AA, T.O. SLAB SEE PLAN 6 TYPICAL SHELF ANGLES AT DECK RIBS PARALLEL TO BEAM SECTION ;)r:. 11.0,1 4 FLEMING MASONRY -� ANCHOR SYSTEM (BURKE CO. OR EQUAL) L4x3x546 LLH LEDGER. FLEMING ANCHOR - SL OT (BURKE CO. OR EQUAL) BRICK VENEER SEE ARCH. FASTEN ANCHOR SLOT TO -- STUDS W/ e8 -HH SCREWS 12 "O.C. --• (2) 4 "0 EXP. ANCHORS (11/2" EMBEDMENT) (TYP.) -STEEL DECK NOTES: 1. CO, NOT CUT MORE THAN (2) BEARING FLUTES. 2. GREATER SIZE OPENINGS REQUIRE TYPICAL ANGLE FRAMES. TYPICAL ROOF OPENING 12 "x12" OPENING MAX. +1 % "0 THREADED -_ HANGER ROD L 212x2 '/2x5A6 3W3" 16 GA. C STUD BRACE (4 PLACES) �--- - 3 %" 16 GA. C STUD SEE PLAN ELEVATION 6' -0" 5%2 TYPICAL SECTION 4 "0 HEADED SHEAR STUDS LENGTH AFTER WELDING 3%2' TYPICAL FOR CONCRETE TYPE, SEE SPECIFICATIONS BEAM FOR SIZE AND LOCATION, SEE PLANS It GIRDER TYP. NO. OF BOLTS REQ'D. INDICATED BY SEE FRAMING PLAN FOR COMPOSITE DECK TYPE, SEE PLANS WELDED WIRE FABRIC (WWF) BEAM SEE SCHEDULE NO. OF BOLTS REQ'D. INDICATED BY SEE FRAMING PLAN n -xDR BEAM- GIRDER DETAIL FOR ATTACHMENT OF FLOOR DECK TO BEAM, SEE TYPICAL COMPOSITE BEAM STUD SPACING TYPICAL COMPOSITE BEAM SECTION METAL CLOSURE STRIP AE HEADED SHEAR STUD TYPICAL DECK CLOSURE 16 GA. STEEL STEEL RELIEVING 'ANGLE DETAIL 1'6 1� PLAN SEE ARCHITECTURAL FOR SUPPORT LOCATION. COLLECTOR CASE SUPPORT 4 3 %" 16 GA, C STUD 3 %" 16 GA. C STUD BRACE - l f6x3Xo' -5" & CEILING 10 GA. WIRE DIAGONALLY. M) CORNERS, SECURE TO STRUCTURE SIM. TO CEILING WIRE SUPPORTS L212x212xY6 TYP. PLYWOOD CONC. OR ----- --�_, 8" CMU WALL (GROUTED SOLID) ARCH. FOR EVATIONS T MID - HEIGHT OR LEVELS TRI -LOCK AA520 OR DUROWALL A052 MASONRY TIES 16 "O.C. COLUMN " GIRDER F::: <SEE SCHEDULE STIFFENER k1/2 - (TOP & BOT.) NO. OF BOLTS REQ'D. INDICATED BY EL-x1.1.1 SEE FRAMING PLAN NN GIRDER --<SEE SCHEDULE GIRDER-COLUMN FLANGE DETAIL GIRDER- COLUMN WEB DETAIL _T'YPI CAL_ DOUBLE ROW CONNECTION DETAILS ROOF PURLIN 3" SEE MECH. SEE MECH. SEE MECH. TYP. :f€V CENTER ANGLES MAYBE OMITTED FOR LARGER OPENINGS BRG. TYP. NOTE: STEEL DECK NOT SHOWN FOR CLARITY - TYPE 1: L6x4x' LLV TYP. BELOW (COPE LL ALL 3V A.C, & TYP.) H.P. UNIT " TYPE 2: L4x4x % 0 ALL OTHER OPENINGS GREATER THAN 12x12 ROOF PURLIN TYP. NOTE: COORDINATE ALL OPENING SIZES WITH FINAL APPROVED MECHANICAL SUBMITTAL.. TYPICAL ROOF OPENING ANGLE FRAME IPLAN SEE ARCH. L 4x4x5/16 W/ % "o EXP. ANCHOR 0 3' -0 (MAX.) O.C. SEE ARCH. MASONRY TIE --- ELEVATION STEEL RELIEVING (i CMU) SECTION 3,,: = 1._0., 4 t BRICK VENEER SEE ARCH. -- CONC. OR 8" CMU WALL (GROUTED SOLID) ANGLE 16 GA. STEEL �_ STUDS St 16 "O.C. `∎ FLEMING` MASONRY ANCHOR SYSTEM (BURKE CO. OR EQUAL) 9 CA. WIRE 0 12 "O.C. 12" MIN. LAP BRICK VENEER SEE ARCH. FLEMING ANCHOR --- SLOT (BURKE CO. OR EQUAL) 16d NAIL WEDGES (TYP.) 51/ ?' SECTION 1N. _ 11_0,1 T.O. SLAB SEE PLAN (2) W6 "0 EXP. ANCHORS (112" EMBEDMENT) (TYP.) (4) 1/2°0 THREADED (4) 1/2'¢ THREADED - RODS W/ DBI.. RODS; W/ DBL. NUTS EA. EN NUTS EA. END ,EILING PLAN SEE ARCHITECTURAL FOR SUPPORT LOCATION. T.V. MONITOR SUPPORT 4 ELEVATION EXIST. CONC. FLOOR) L 21/2 x2V2x546 FRAME ::W" BEAM • SEE PLAN (2) L5x3x1/4 LLV BTWN. BEAMS ELEVATION (t STEEL DECK) r -Y BEAM -"-�- SEE PLAN (2) L21/2x2Y2x4(6 ,..� (4) !/ ? "0 THREADED RODS W/ DBL. NUTS EA. END ELEVATION -.-- -- (4) V2110 THREADED RODS W/ DBL. NUTS EA. END SEE ARCHITECTURAL FOR SUPPORT L OCATI ON. T.V. MONITOR SUPPORT 44" = 1._0:. 4 STANDARD BOLTED CONNECTION SCHEDULE BEAM SIZE. 0 0 ; 1/15 IUUJ Q 10 141 3 rr© 'I6 3 DOER 0 .. Ei W6 ®L VERIFY IN, LEDGER 0 a APPROX. ` A BTWN. FL( 15.4 K 15.4 K 13.2 K 13.2 K C8 EA 2 STEEL RELIEVING 'ANGLE DETAIL 1'6 1� PLAN SEE ARCHITECTURAL FOR SUPPORT LOCATION. COLLECTOR CASE SUPPORT 4 3 %" 16 GA, C STUD 3 %" 16 GA. C STUD BRACE - l f6x3Xo' -5" & CEILING 10 GA. WIRE DIAGONALLY. M) CORNERS, SECURE TO STRUCTURE SIM. TO CEILING WIRE SUPPORTS L212x212xY6 TYP. PLYWOOD CONC. OR ----- --�_, 8" CMU WALL (GROUTED SOLID) ARCH. FOR EVATIONS T MID - HEIGHT OR LEVELS TRI -LOCK AA520 OR DUROWALL A052 MASONRY TIES 16 "O.C. COLUMN " GIRDER F::: <SEE SCHEDULE STIFFENER k1/2 - (TOP & BOT.) NO. OF BOLTS REQ'D. INDICATED BY EL-x1.1.1 SEE FRAMING PLAN NN GIRDER --<SEE SCHEDULE GIRDER-COLUMN FLANGE DETAIL GIRDER- COLUMN WEB DETAIL _T'YPI CAL_ DOUBLE ROW CONNECTION DETAILS ROOF PURLIN 3" SEE MECH. SEE MECH. SEE MECH. TYP. :f€V CENTER ANGLES MAYBE OMITTED FOR LARGER OPENINGS BRG. TYP. NOTE: STEEL DECK NOT SHOWN FOR CLARITY - TYPE 1: L6x4x' LLV TYP. BELOW (COPE LL ALL 3V A.C, & TYP.) H.P. UNIT " TYPE 2: L4x4x % 0 ALL OTHER OPENINGS GREATER THAN 12x12 ROOF PURLIN TYP. NOTE: COORDINATE ALL OPENING SIZES WITH FINAL APPROVED MECHANICAL SUBMITTAL.. TYPICAL ROOF OPENING ANGLE FRAME IPLAN SEE ARCH. L 4x4x5/16 W/ % "o EXP. ANCHOR 0 3' -0 (MAX.) O.C. SEE ARCH. MASONRY TIE --- ELEVATION STEEL RELIEVING (i CMU) SECTION 3,,: = 1._0., 4 t BRICK VENEER SEE ARCH. -- CONC. OR 8" CMU WALL (GROUTED SOLID) ANGLE 16 GA. STEEL �_ STUDS St 16 "O.C. `∎ FLEMING` MASONRY ANCHOR SYSTEM (BURKE CO. OR EQUAL) 9 CA. WIRE 0 12 "O.C. 12" MIN. LAP BRICK VENEER SEE ARCH. FLEMING ANCHOR --- SLOT (BURKE CO. OR EQUAL) 16d NAIL WEDGES (TYP.) 51/ ?' SECTION 1N. _ 11_0,1 T.O. SLAB SEE PLAN (2) W6 "0 EXP. ANCHORS (112" EMBEDMENT) (TYP.) (4) 1/2°0 THREADED (4) 1/2'¢ THREADED - RODS W/ DBI.. RODS; W/ DBL. NUTS EA. EN NUTS EA. END ,EILING PLAN SEE ARCHITECTURAL FOR SUPPORT LOCATION. T.V. MONITOR SUPPORT 4 ELEVATION EXIST. CONC. FLOOR) L 21/2 x2V2x546 FRAME ::W" BEAM • SEE PLAN (2) L5x3x1/4 LLV BTWN. BEAMS ELEVATION (t STEEL DECK) r -Y BEAM -"-�- SEE PLAN (2) L21/2x2Y2x4(6 ,..� (4) !/ ? "0 THREADED RODS W/ DBL. NUTS EA. END ELEVATION -.-- -- (4) V2110 THREADED RODS W/ DBL. NUTS EA. END SEE ARCHITECTURAL FOR SUPPORT L OCATI ON. T.V. MONITOR SUPPORT 44" = 1._0:. 4 STANDARD BOLTED CONNECTION SCHEDULE BEAM SIZE. OAF BOLTS REQ'D. PLATE THICKNESS WELD SIZE CONNECTION CAPACITY STANDARD HOLES SLOTTED HOLES „0 1 „0 W6 (HORt 7) 2 % % 1/4 / 15.4 K 15.4 K 13.2 K 13.2 K C8 W8 2 % I/4 15.4 K 13.2 K C10 2 36 1/4 15.4 K 13.2K W10 2 36 %4 15.4 K 13.2 K W12 3 % I/4 23.1 K 19.8 K W14 3 36 1 '/4 23.1 K 19.8 K Wi6 4 36 1/4 30.8 K 26.4 K W18 5 IS 1/4 38.5 K 33.0 K W21 5 %2 % 68.5 K 59.0 K W24 6 /2 5r (6 82.2 K 70.8 K W27 7 %2 5/16 95.5 K 82.6 K W30 8 %2 �(6 109.6 K 94.4 K W33 9 '/ 9f6 137.0 K 118.0 K W36 9 /2 4f6 137.0 K 118.0 K NOTES: 1. ALL CONNECTION PLATES TO BE A36 STEEL. 2. ALL BOLTS TO BE .A325 -F. 3. UNLESS OTHERWISE NOTED' ON PLANS STANDARD BOLTED CONNECTION SCHEDULE APPLIES. 4. ON PLANS, INDICATES' TOTAL NO. OF BOLTS IN VERTICAL ROW WHEN STANDARD SCHEDULE DOES NOT APPLY. ON PLANS, INDICATES DOUBLE ROW CONNECTION, 0 EA. END OF BEAM, SLOTTED HOLES ARE NOT PERMITTED, SEE TYPICAL DOUBLE SHEAR CONNECTION DETAILS THIS SHEET. (n) - INDICATES TOTAL NO. OF BOLTS, (x) - INDICATES BOLT SIZE. TYPICAL CONNECTION DETAILS SHOWN ABOVE MAY BE SUBSTITUTED' BY FABRICATOR TO SUIT HIS SHOP FABRICATION TECHNIQUES. SUBSTITUTED CONNECTIONS SHALL MEET THE CAPACITIES SHOWN IN THE CONNECTION SCHEDULE ABOVE. ALL ALTERNATE CONNECTION DETAILS SHALL BE' IN'ACCORDANCE WITH A.I.S.C. AND CONNECTION TYPES SHALL BE SLSMITTED FOR REVIEW PRIOR TO COMMENCEMENT OF SHOP DRAWINGS. TYPICAL STRUCTURAL FRAMING NOTES 1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S1.1. 2. COMPOSITE FLOOR SLAB SYSTEM CONSISTS OF 41/2" NORMAL WEIGHT CONCRETE OVER 11/2" -20 GA. STEEL DECKING. (U.O.N.) 3 Ho- INDICATES MOMENT BEAM CONNECTION, SEE THIS SHEET FOR its TYPICAL DETAIL 4 [xx) ADJACENT 'TO BEAM SIZE DESIGNATIONS' INDICATES THE NO. OF SHEAR STUDS REQUIRED ON BEAM, SEE SHEET 55.1 FOR SIZE AND SPACING DETAILS. 5. (x) AT BEAM DESIGNATION INDICATES CAMBER REQUIRED. 6. . ALL DIMENSIONS ON THE PLAN SHEETS PERTAINING TO THE ELEVATOR AND ESCALATOR OPENINGS SHALL BE VERIFIED WITH THE MANUFACTURER. VERIFY MECHANICAL OPENING SIZES AND LOCATIONS WITH LATEST ARCHITECTURAL AND MECHANICAL DRAWINGS, FOR COLUMN SIZES SEE COLUMN SCHEDULE ON SHEET S2.3, UNLESS NOTED ON PLANS. FLOOR DECK SPECIFICATION A. DECK SHALL BE 11/2 TYPE B COMPOSITE FLOOR DECK, VERCO MFG. CO., OR APPROVED EQUAL. PER I.C.B.O. 1. GAGE: 20 2. SECTION MODULUS: .271 IN. 3 3. MOMENT' OF INERTIA: .233 IN.4 4. SHEAR CAPACITY: 1840 LB:IL.FT. BASED ON 7'-6" SPAN B. DECK SHALL BE GALVANIZED. C. DECK SHALL HAVE INTERLOCKING SIDE SEAMS. D. SIDE LAP CONNECTION: BUTTON PUNCH 0 36 "O.C. E. WHERE STEEL STUDS 00 NOT OCCUR : - PROVIDE (4) 1/21'0 PUDDLE WELDS AT EACH SHEET AT ALL SUPPORTS PERPENDICULAR TO FLUTES. ALONG SUPPORTS PARALLEL TO FLUTES PROVIDE 1/2'0 PUDDLE WELDS 0 9"0,C. WHERE PUDDLE WELDS AND STUDS COINCIDE, THE PUDDLE WELD MAY BE REPLACED BY THE STUDS. F. REINFORCE SLAB WITH 6x6- W1.4xW1.4 WWF CTR. (I.O.N.) A Q. MUJIMUM 3 COti'TttJtJO I5 5PA05. 10. ROOF DECK SPECIFICATION A, DECK SHALL BE " VERCO SYS1tM8O RR124389 ", VERCO MFG. CO., OR APPROVED EQUAL. PER I.C.B.O. 1. GAGE; . 20 2. SECTION Q MODULUS: .271 IN. 3 3. MOMENT INTE. RIA.233 IN. 4 4. MINIMUM SHEAR CAPACITY 970 LB. /L.FT. B. DECK SHALL BE GALVANIZED. C. DECK SHALL HAVE INTERLOCKING SIDE SEAMS. D. DECK SHALL HAVE 2" (MIN.) END LAPS. E. SIDE LAP CONNECTION: BUTTON PUNCH 0 24 "O.C., F. DECK ATTACHMENT TO SUPPORTS (PERPENDICULAR TO FLUTES)' (6) 1/2'0 PUDDLE WELDS EACH SHEET, G. DECK ATTACHMENT TO SUPPORTS, CHORDS, STRUTS, ETC. (PARALLEL TO FLUTES): /210 PUDDLE WELDS a 12 "O.C. (CAPACITY.1150 LB. /L.FT,) C1IY OF ltliONII.A Al%P 0 '1 t jut_24.(987. AS I. MIiJIMIJM 3 COV T ARJQUe 5PANI5 wxYrrwavc^r «- 0:PYRIOIrr® 19e Tit CALLISONN PARTNERSHIP The Callison Partnersh Architecture. programming Plannirig Interior Design 1423 3rd Avenue Strife 300 Seattle, Washington 96101 (206) 623.4646 p A Professionol Se vice Corpuratlon W CONSULTANTS Coffman VFT Engineers 72' Olive Way, Sults 300 Seattle, Washington. 98101-1868 (208) 828 -0717 WI REVISIONS WEINEMISIMINIANWWWITNIMMI Item 4006000 kA. APPENI2UM irZ ® APPROVALS, MITCHELL /CREIGHTON Protect Architect YOTSUUYE Drown FAHEY /FIRTH Checked 86205 MAY 4, 19S Project No Date MI SHEET V0. S5.1. 1111 ilIl111111IIIIII1IIIIIIIiIIl) l lIIII111111ll1111IIIIIIIIIIIlIlllll 0 1b ?HS INC.. 2 '� . 1 4'�..saray.�s.ex.../ IIIlIIIII�II 7 11111111 II11111111111111I 11111'111111111'1111111 111111111111 11111 .. ....a. 9 1l/ 11 4ID[IN LFYUIH/ 12 ("1 ai .. i i .� rIr r er i i .5 nom' 9 -r ii 11 _ . • 1111•nn Lill M110 O. DN 10x8. D rD EL. = 63'-O" THIRD FLOOR PLAN - STAIR 42 4 _ 1._0" EL. = 67' -63/1' LANDING PLAN - STAIR 42 11 11_011 4 C.3 • �. 4' -4" 1' -0112' 4'101/2" 6" L V Si• 21 -9.. Jam- 8" CMU WALL . i//' III'iL/A 1 AI./IIIr. /511.1r /% GO!/.!.I/, l/ IAMO W 4 NOMniiiIIIIIIMMINIMINIMIllin :1 . iii C1Ox15.3 N.1r 0 °.C10x15.3 0 • - 10x15.3 _ Q� CC,- E T.O.S. `� , , Liu t�. 3'-6" 5' -1V2„ 7112" 7 f2 - z EDGE OF SLAB • EL. 79' -6" THIRD FLOOR UPPER LEVEL PLAN - STAIR 42 0 5.1 13' -7" 24' -0" 41/2' 31-41/2" 6I_2lI 5' -84" EL. = 37'- 11 LANDING PLAN - STAIR 42 %q" _ 1' -0" 26' -0" EDGE OF SLAB EDGE OF SLAB The Csllison Partnerships. Architecture Programming Planning Interior Design 1423 3r 1 Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 A Professional Service Corporation IN CONSULTANTS Coffman VFT Engineers 720 Olive Way, Suite 300 Seattle, Washington. 98101 -1856 (206) 623 -0717 61 REVISIONS No. Dale Item EL. = 46 8 SECOND FLOOR PLAN - STAIR 42 1/ 4 11 11.. 011 EL. = JS-8" LANDING PLAN STAIR 42 STAIR NOTES: 1. FOR FLOOR AND ROOF FRAMING SIZES NOT SHOWN, SEE FLOOR AND ROC= FRAMING PLANS. 2. FOR TOP OF STEEL (T.O.S.) ELEVATION NOT SHOWN, SEE FLOOR AND ROOF FRAMING PLANS. 3. TYPICAL FLOOR AT LANDINGS, 21/2" NORMAL WEIGHT CONCRETE W/ 6x6 - W1.4xW1.4 WWF OVER 11/2 20 GA. FLOOR DECK 4. DIMENSION POINT (DIM. PT,) ARE TYPICALLY TO FACE OF CHANNEL, WHICH IS ALSO BACK OF THREAD. 5. FOR LENGTH OF STRINGER BEYOND NOSE OF THREAD, SEE ARCHITECTURAL STAIR DETAILS. 6. FOR HANDRAILS, SEE ARCHITECURAL STAIR DETAILS. 1 CITY OF TUKWil.rk APPROVED JUL 2 41987 Fs t4'i:rEO COPYRIGHT* 198 THE CALLISCN PARTNERSHIP Recistrotion ® SHEET TITLE INIVINERSIMSNImpaym STAIR PLANS, STAIR *2 86205 MAY 4, . 19 8 7 Project No Dote !11 SHEET NO. ammommossantatemenuess S6.1 II�III!III!III�III.III!III 111111 IIIIIII1III1III'(IIIIIIIIlwli1111 2 4 211 `tLu �'GiSSlr.= I I! 1111 lip ./ 3. ^2 AI .19. "u 11111 IIIIIII1IlI1IIIjIIIjIIIIIII1III1III1IIt1llIIlll !IlllllIIllijll 9 10 11 1•101F01(0 ••••V 12 i ti'.L4,•'xi�' "sue xa:4u:;6ib.`nf 14' -9" 24'-0'1 31.011 5' -7" EXIST. CONC. WALL EL. = 3T-7" LANDING PLAN - STAIR #4 411 = 11_011 24' -0" 24' -0" 1'_011 -r I 10 : :4 UP 1013 SIM. I)I j /!!! / AMA/ /Mr ArIP' !�/OW / AP" /!%/l1Gitrer40" /./! . EXIST. CMU WALL 8" CMU WALL EL. = 46'-8" SECOND FLOOR PLAN - STAIR 44 4 " = 11_011 EXIST. - CMU WALL EL. = -21) LANDING PLAN STAIR-44 14" : 11 -011 EDGE OF- SLAB EXIST. CMU WALL EL. = 6S-0" THIRD FLOOR PLAN - STAIR *4 1 /4 " = 1 I _ O uI 4 V 12.9 /1 EDGE OF SLAB B EL. = 631 -0" THIRD FLOOR PLAN - STAIR #3 71-711 11-0%21' 3' -6" 711 I 3'.6" I r 1' -7V21' EL. = 69 -1011 LANDING PLAN - STAIR 43 4 11 : 11.011 -.D �a.4 31-01 4 '- 41/211 - _ gl� r EL. - 79' -6" THIRD FLOOR UPPER LEVEL PLAN - STAIR 43 +II1Jh III;I'I1t!IIIII1111!III1III11 11 III1III1III1III1III1III1,III11 1 III1III1I(I 1111 I 'III 1111111111 411 = 11_O'I 11! l 11'11 1 1IIIIII11111111 1 1$11' 1111111111 1 j IjI;11'1III 11'I 26'Olt 15T = 13' -9" lr 6'- OI/411 31_911 2' -211 11 -61 11 T.O.S. CK SP 8" CONC. WALL C1 x 8 4 0 0 r-- /// / /rAser iii 8" CMU WALL EL. = 37t -7" LANDING PLAN - STAIR #3 i/411 i 11011 The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 A Professional Service Corporation III CONSULTANTS IMMISPISIMENEMBRIENE Coffman VET Engineers 720 Oliva Way, Suite' 3O0 Seattle, Washington. 98101 -1858 (208) 623 -0717 -EDGE OF SLAB EDGE OF SLAB EL. - 46 8" SECOND FLOOR PLAN STAIR 43 1411= 114" 261 -O" 2' -2" 101-4" 111 -611 11 ® REVISIONS lallEINNIMISIMINIMIROMMIN No. Dote Item ADDENDUM #2 VI APPROVALS INIBMINVEMEMEENSENE MITCHELL /CREIGHTON Project Architect YOTSUUYE C10 153 T.O.S. CITY OF APPP JL'L 2 A)i� 7'-10%4`1 11±ED 1987 Drawn FAHEY /FIRTH Checked Approved Registration wan amp STAIR PLANS. STAIR` 43 AND STAIR #4 8" CMU WALL---"'" - 26 I -Olt ALL - EL. - 53' -l" LANDING PLAN STAIR 43 1/411 = 11_011 8" CONC. WALL COPYRIGHT@ 198 THE CALLUSON PARTNERSHIP 862.05 Project No. MAY 4z .19$7 oioM Iii SHEET NO. IIIMINISIIMONNIMISOMSO 56.2 MRSIMINIMMINEMEMEasommindial 02/11/87 PLOTTED .,-:.v- •.Ymrx- Yvr!.nK'Yi1,4 1,201 /M.A,A yawp,.- ,,.rs..... .. Sbc COI C. FILLED PANS, SEE. ARCH. L3x304xQ' -4" CLOSURE It);s . -' 10" CHANNEL STRINGER, SEE PLAN CONC. SLAB (1) "o ANCHOR BOLT IF CONC. SLAB IS IN PLACE USE (1).14"0 EXPANSION BOLT END LEI /4 ifs )r6 ."2`"--- CONC. _ERECTION SUPPORT BLOCK DIM. PT. , 6" it BM. 1 , 1 311 ' + i BRG. i t I I CONC. FILLED PANS, SEE ARCH. S6.2 L3X3x1 /4x014" W/ STIFF. re'/4 of CENTER J T.O.S. I - SEE PLAN 10" CHANNEL STRINGER, SEE PLAN 11W11 BEAM, SEE PLAN 56,2 IE% x5% x01 -81/21 W /(2) *, "o A325 BOLTS TS3x3 POST )1/6 DETAIL 1" = 1' -r11 TS 10" CHANNEL S6.2 .- FOR` CONNECTION SEE SECT. R/56.3 ARCH. FINISH TS3x3 HANGER FOR CONNECTION SEE DET. 2/S6.3 VI SECTION 1u - FOR EXTENSION, SEE ARCH. 10" CHANNEL DIM. PT. CLOSURE IE s CONC. FILLED PANS, SEE ARCH. DIM. PT. SEE ARCH. CONC. FILLED PANS, SEE ARCH. L3x3xl /qxO' -4" CLOSURE 1e 6 - 10" CHANNEL STRINGER, SEE PLAN CONC. SLAB (1) y" ts BOLT IF CONC. SLAB IS IN PLACE USE (1) 3 "9$ EXPANSION BOLT DIM. PT. 14 GA. GALV. PLATE OVER 3 FLUTES MIN. WELD BOLT TO PLATE SECTION iT\ 111 = 11 -011 56.1 S6,2 L3x3x1/4 x0' -4" W/ STIFF. IE/4 CENTER 104 ' CHANNEL STRINGER, SEE PLAN SECTI ON 1" = T.O.S. --9 SEE PLAN "W" BEAM, SEE PLAN TS3x3 HANGER 10f1 CHANNEL 04)(516)1-81/2"---4k, W /(2) " 0 A325 BOLTS ;16 DETAIL (2--\ 111 = 11-0" \S6:21 FOR CONNECTION SEE SECT. C /S6.3 716 DIM. PT. ..I 1'01/2" -r TS3x3 POST END LEI// CONC. FILLED PANS, SEE ARCH. DIM. PT. CLOSURE fE6 10" CHANNEL PIECE DIM. PT. 1, FOR EXTENSION. /7., SEE ARCH. 2%2' CONCRETE SLAB W/ 6x6 - W1.4xW1.4 WWF ON 1%2' 20 GA. FLOOR DECK (TYP. LANDING) CONC, FILLED PANS, SEE ARCH. 10" CHANNEL - STRINGER, SEE PLAN \ T.Q.S. SEE PLAN SEE PLAN It BM. e 3" BRG. L3x30/4x01 -411 W/ STIFF. IE/4 ® CENTER 16 10" CHANNEL -- STRINGER, SEE PLAN SECTION 111 = 11_011 t BM. IE/2x4x01 -411 )16 T.O.S. SEE PLAN 7.-"W" BEAM, SEE PLAN 1 I 1 HANGER TS3x3 1 1 0 SIM. L3x3x1/4 x0' -5%2" CONC. FILLED PANS, SEE ARCH. . (2) 4/4"i4 EXP. --�--- BOLTS CONC. � BEAM FIELD VERIFY SECTION 11.-0" 1'e+s 3 S i10'A0Wx *..-s . • x.' 10" CHANNEL STRI NGER, SEE PLAN L4x3xl / /1xO' -512" W /(2) % 0 A325 BOLTS S6.2 10" CHANNEL SECTION 111 Y 11_011 10" CHANNEL. L4x3x %1x0' -51/0'1 W/(2) O A325 BOLTS 56.1 BM. YI6 T.O.S. 49 SEE PLAN "W" BEAM, SEE PLAN S6.2 kBMTS 4%2 MAX. L4x3xl/9x01- 51/2" W /(2) %4 0 A325 BOLTS 10" CHANNEL S6.2 CONC. FILLED PANS, SEE ARCH. ICBM. DIM. PT. ..F SEE PLAN 311 BRG. FOR EXTENSION, SEE ARCH. .1..01M. PT. CLOSURE It %'Is ifs CONC. FILLED PANS, SEE ARCH. 10" CHANNEL --- Lsx3x191z0'- 51/21' - W /(2) 0 A325 BOLTS L3x3x 1/40' -4" W/ STIFF. 1/%4 0 CENTER 10" CHANNEL STRINGER, SEE PLAN L11 /2x1 '/2xs 10" CHANNEL PIECE "W" BEAM, SEE PLAN TS3x3 POST . )16v T.O.S. SEE PLAN Vi/ 3" MIN. (SEARING 1 1 I I -- TS3x3 1 r HANGER 1 1 0 SIM, , SECTI ON 111 11 -0'1 S6.1 (2) %"0 EXP. - ---,`` BOLTS SECTION 111 = 1' -011 CHANNEL ... -L6x6x W/ (2) 4 "0 BOLTS IN SLOTTED HOLES EXIST. CONC. WALL PLAN • 56.2 T.O.5. ® SEE PLAN 1 W BEAM SEE PLAN ;;��16 -MI6 11/21, I TS )16 T.O.S. SEE PLAN END 1Et/q 11W11 BEAM, SEE PLAN SEE PLAN TS3 x 3 X211 POST CLR. )16 "W" BEAM, SEE PLAN 10" CHANNEL SECTI ON 111 =11.01` N1 PLAN I -- TS3 x 3 HANGER TYP. 91/ /811 IP /4 x 5V2 .x 01-81/2" W /(2) Y4i10 A325 BOLTS IE % -0x5 %x01 -41/" W /(2) /4 "O A325 BOLTS --- EXIST. CONC. BEAM {E1/2x4x11 -O" W/ (1) 4 "0 EXP. BOL r (EMBED 4 ") IE1/2 x4x01-1O" - W/ (1) 34"0 EXP. BOLT (EMBED 4 ") SECTION 111 6 11 -011 S6,2 TS3x3 HANGER )16 T53x3 HANGER ® SIM. 10 CHANNEL - STRINGER, SEE PLAN SECTION 1/`D 56.1 S6.2 111 _ 11.011 FOR CONNECTION SEE SECT. B /S6.3 AND SECT. C /S6.3 21/2" CONCRETE SLAB W/ 6x6 - W1.4xW1.4 WWF ON 11/2' 20 GA. FLOOR DECK (TYP. LANDING) FACE OF CHANNEL SEE ARCH. /f6 L4x3x %4x0' -51/211 W /(2) Y4'0 A325 BOLTS 10" CHANNEL SECTION 1" = 1' -0" S6.1 S6.2 g FACE OF WALL 1 10" CHANNEL STRINGER, SEE PLAN FLOOR CONT. ® SIM. T.O.S._ SEE PLAN 10" CHANNEL DIM. PT. SEE ARCH. CONC. FILLED PANS, SEE ARCH. CLOSURE fE6 )f6 L3x3x1 /1 CLIP W /(c) 10 A325 BOLTS r (2) %110 EXP. BOLTS (EMBED 4 ") T.O.S. SEE PLAN L5x4x W/ (2)1"0 BOLTS IN SLOTTED HOLES LONG LEG SECTION 111 = 11.011 S6.2 CONCRETE OR CMU WALL, GROUT CELLS SOLID AT CMU WALL 10" CHANNEL 2%2' CONCRETE SLAB W/ 6x6 - W1.4 x W1.4 WWF ON 1%" 20 GA. FLOOR DECK (TYP. LANDING) L4x3x% LLV W/ %"0 EXP. BOLTS (EMBED 4 ") 24 "O.C. S6.2 SECTION 111 = 11 011 1 COL. FACE OF WALL T.O.S. CONC. FILLED PANS, SEE ARCH. 21/2" CONCRETE SLAB W/ 6x6 W1.4xW1.4 WWF ON 11/2' 20 GA. FLOOR DECK (TYP. LANDING) 10" CHANNEL CONCRETE OR CMU WALL, GROUT CELLS SOLID AT CMU WALL "W" COLUMN - 10" CHANNEL SEC I ION 1" = DETAIL 111 = 1' -0" 21/2' CONCRETE SLAB W/ 6x6 - W1.4xW1.4 WWF ON 11/2" 20 GA. FLOOR DECK (TYP. LANDING) CHANNEL L4x3xl/ x0' -5%211 W /(2) % 0 A325 BOLTS IQ %x4x0' -9" W/ (2) �/4';; BOLTS FOR CONNECTION SEE SECT. P /56.3 SEE PLAN S6.2 SEE PLAN 1 DIM. PT. L3x3x1(4 0 41-0 O.C. 10" CHANNEL STRINGER, SEE PLAN 0" CHANNEL �''-- L4x3XV x0' -5 %" W /(2) 0 A325 BOLTS SEE BM. IPLAN I NOTE: S6.2 L3x3 IS NOT REDID. IF DIMENSION IS 41/2" OR LESS OR DECK RUN PERPENDICULAR FROM SHOWN 2'/2° CONCRETE SLAB W/ 6x6 - W1.4xW1.4 WWF ON 11/2" 20 GA. FLOOR DECK (TYP. LANDING) f6U T.O.S. SEE PLAN I/4 CLOSURE IEl(6 ") DIM. P SECTION 111 = 1' -011 CONC. FILLED PAINS, SEE ARCH. 10" CHANNEL -- IQ%x4x0' -9" - W/ (2) %"0 BOLTS 1 TS3x3 - I POST Ai'7r)f7- . • • SECTI ON 111 = 11_O:i • )f6i L3x3x1A CLIP W /(3) 0 A325 BOLTS k)e 3� MI6 FOIL CONNECTION SEE SECT. P /S6.3 ��� 11W11 BEAM, SEE PLAN 10", CHANNEL STRINGER, SEE PLAN \,56.2 "W" BEAM SEE PLAN T.O.S. ® SEE PLAN S6.2 The Callison Partnersh Architecture Programming Planning Interior Design 1423 3rd Avenue Suiie 300 Se4iile, Washington 98101 (206) 623 -4646 p A Professional Service Corporation M CONSULTANTS IIMMIMIMIMMIIMMIIMMOM Coffman VFT Engineers 720 Olive Way, Suite SOO Seattle, Washington. 08101 -1856 (208) 823 -0717 i REVISIONS tisilliNENNEEMENNIIIIIIIIIIMill No. Dale Item M APPPROWWLS &s: MITCHELL /CRE1GHTON Protect Architect STANDARD Drawn FAHEY /FIRTH Checked Approved SfET TITLE IMOIMMOMMIIMMIMMIMMIM STAIR SECTIONS AND DETAILS COPYRIGHT* 198 Tl- CALLISON PARTNERSHIP 86205 MAY .4 , 1987 Project No. Dote NJ SHEET N0 itinsmanadasismalinli S6.3 v n nvr+•atl.+eynw¢rpgi97' • 4942 IlIII11111111 0 113 111! MO. 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T "a SAT W/ AU'fo C.p G. U.182 i ENE 8 7"A 120 t2),E 400A ..�.- ..,.r....�s _... „ 10 - 11 2.9 (EA) W / c�W s�M6 ND• P'RES� GOVT oL 071. 2te p, 21,:..0.`(9 Anil IS► IoQ'fGYGI•E CaNTRpL �= SP21lut�. ISa , FIT SCHEDULE. FAN SCHEDULE MARK MARK MiliGIREEN14ECK EF -Z MFR. /MOD. / GI, 100 -E. 1:::::::1113:10:1:111 AREA SERVED ANEMOSTAT PRS SP a RPM POWER REMARKS - RM5.1Z0, 1 z 1 PERFORATED SURFACE MOUNT. RF_T. OFEXI4 oRILL.E. VA./ -.4 !/'2 MN IZOV Rls.6., 6.1),D. TAILOR HOOD 5,600 AME.MOSTAT PRE PERFORATED AT,ED LAY -IIJ DIFFUSER 460/3/ -' It. 6. , 8. D.D. INTERL.00K'ToRUN w /ML/A -1 maC71RfEC1JMCG.K 1r EF - -6'K . /4P -GO GREENHECK/ a -LAO -A bURFAGE MOUNT DOU13dE 151,E SUpF'L.Y 1REsGISTEP� NM ANEMOSTAT 6 SHD �Ut2FoAC -E MOUNT RET, ,EXH, OR vl`,IOt.I GRILLE Q ANEMOSTAT 53HOD SURFACE MOU1.►T RET OR EXhi. REC,IbTER RM.223 (P,SWIL -ER RM.) 656 SURFACE MOUNT P FF W�gOJUS•?Af?,LE PATTERN DPFZ. UN 1,050 . IZ,OV HONEYWELL CLC2.T'bTAT. i*105IA7. 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T6SIA ZOz8 E1-PA ba TIMER (hot ' .i) RHODES e0006 eF -%q C- 1,Rsa.wHECK /CUE-10-A 1/4 I,-7z5 ' zoV N0 3.1).D., 6.6., GV LE TIMER IaiR. ON ZHKS OFF EF-20 GiF?EEi'44 CK /,6 5144, Cielle==a1 4 2 CaREF_NHECK / 6P -50 IlialGREENHECK/ 6P -Z7 iF -I,Z GREENHECK /13CF -109 KITCHEN HOOD . 3:000 1.5 L I, 530 460/3/60 CWOH , WEATHER H+OOD, INTER. TORUNWA'1UA -3 SECURITY HOLD 141 I= .125 I/40(IA) 1050 IZoV ON WITH LI4NT5 CONFERENCE 210, BOO 435 .IZS 1 /15(2t;A 1050 Iz0" VJ/ SOLID STATE SPD, GOUTROL H06IERY "STOCK 111 300 • Z5 1550 IZOV Ni SOLID 'STATE SPD. CONTROL NORTH 4 WEST ENTRieb qco .515 1 /Z. 1.560 ti-ON/ NOTE.: EXHAUST PAWS MARICEJJ WITH *• TO RUN CONTINOU6LY DURINCI 'YTORe HOURS (EMC' CONTROL). TRAtJ5FER FAN(TF.) 14 Z To BE PROGRAMMED TO RUN DURIPJCC •STORE HOURS WHEFJ OUTDOOR TEMP IS q5°F OR COLDER. MARK MFR. /MOD. REMARKS MFR. /MOD. FIT 1 -Z FIT 1 -3 PIT 1 -7 PSF FAN INDUCTIONTE.SM PSF FANINDUCTIQNTERM. PbP FAN INDUCTION TERtt P6P FAM IAIpUCTIOAITERM PbF FAFJ INDUCTION TERM. SERVES HOSIERY STOCK it SERVES OFFICE 1Iq,maw%121 2,050 SERVES TAILOR HOP 123 FITZ 17 1000 935 1/3 _ . -7q I/3 1,015 POWER 277V/ 14) 217V/i ' 277 V /Ire REMARKS SERVES DRE691NG-1 Z46 SERVES OFFICE Z4e3 SERVES DRI 6S. IZt'a ad F JLLPEN 127 I'ZO Wick 1Zo / /Irp 5ERv'E5 OFFICE. 253 (2)1/8 FITZ -I SERVE'' tOrte6 . ZOI SE=RVES 1..lOME)JRM,522,LADIESRM.3Z8,L 1 IESLOUNC4E 3Z71MOTHER5RM.3zq 4ERVE.6 STCJGK 264 '.STOCK zoa FIT 3 -'3 FIT3 -4 FIT 3-5 800 q-70 1 zov /14 277V/ 145 6ER■E6 DRESSING 330 4ERVE`a OFFIC . `STOCK 331 '/3 - 277V /i i I/3 FIT S -7 217v/i4 gER.VE', Pe.RbONAL 6HOPPE R 218 gERVLS DRESS 2Iq FITS -8 FI T 7).q 1/3 (z)1 /3 z77 vi /ISO SERVES DMESSINy 334, DUMP /HOLD '5'55,ACCE6ORIES 6r0GK 336 SFRVE'a OFFICE 344 , HOLD ' 346 , MIENS RM. 343 SERVES DRE6SINC., 348 SERVES DRE651NC1 359 SERVES OFFICE 3'Go, ,TOCI< 5Ga Fit -q PI/Z-10 6Er<VE6 ALTERATION 5 tt*O,P 22..4 2'77v /ISb 2 7 7V/ 14' tz0v /l16 Z77.00 SLR ✓1,5 DRE.SS.2Zr1 ` afzve,5 ta'FT Z.."50 ` ERVES t'C).M. OPFic:f~ '? 3 Z e STOCK 231 SERVES OR ESQ. Z 3G, 4 STOCK Z35 EXHAUST - 22,180 CFM DIFFUSER SCHEDULE MARK MFR. /MODEL DESCRIPTION A ANEMOSTAT PRS PERFORATED SURFACE MOUM T. DIFFUSER a ANEMOSTAT PRT PERFORATED :-EGULAR LAY-IN DIFFUSER AG- Z MCII6"xZO nal MI AG -8 ANEMOSTAT 319 PERFORATED SURFACE MOUNT. RF_T. OFEXI4 oRILL.E. VA./ -.4 ANEF-1OaTAT 3PT PERFORATED TEGULAR LAY -IN "TV4eiLLE VAv -S ANCMO5TAT 3PTD PERFORATED TECaULAR LAY -IP! RETOR FAH ORILLE erallAI.IE,MOSTAT AME.MOSTAT PRE PERFORATED AT,ED LAY -IIJ DIFFUSER 3PRtt ANEMOSTAT 5.2v PERFORATaD LAY -IN RET OR E, N G,R. N /pu .T COLLAR SuRFAGE MOUMIT: DOUBLE DIBP SUPPLY GRILLE --.-Z • AIJEMOSTAT 6 2V bURFAGE MOUNT DOU13dE 151,E SUpF'L.Y 1REsGISTEP� EUH -1 ANEMOSTAT 6 SHD �Ut2FoAC -E MOUNT RET, ,EXH, OR vl`,IOt.I GRILLE Q ANEMOSTAT 53HOD SURFACE MOU1.►T RET OR EXhi. REC,IbTER MIANEVIO:`STAT SP lalAIJCMOgTAT ANEMOSTAT RMP -S SURFACE MOUNT P FF W�gOJUS•?Af?,LE PATTERN DPFZ. RIGID -FP LAY -IN RIFF. W /r�DJUS'IAf3LE F'ATT'ER1.1 NPR. 'SPECIAL 4/R /0 CSEE t= LAO it PLAN. FOR TYPE 1 SIRE) XIC3 '$URFAGE MOUIJT. DIF=F 6-WA Y,ADJST PFLA. OSA - 23,180 CFM; MARK MFR.1MOID.. KW POWER FLA N0. STO. EDC 1=' I 277V /t. - 2'T 7'V/ I IS 277v 1 cP 460v /a0/60 ELECTRIC DUCT HEATER ,DUCT. SIZE' 881 X �„ SCHEDULE A/C SYSTEM TOTAL 10" x IOy l egiZu z" et 10" SERVED r i PIT I- 5 MARK 1rDC z - tl SING-z -Iz � ➢C z, -lyj EDC. Z -14 EDCZ -1 EDGZ16 ELF:24i MFR. /MOD. POWER 277V /ids CFM 1,460 %e "„Iz" 750 14 "xIZ" 17140 Q3� DUCT SIZE 795 250' 7'40 165,400 CFM REMARKS 4E121/4/EO P,,/ FIT ie -IL 6eR./ap DV P IT beikv •9 (6Y Fit y,ta SERVED EY FIT SERVED Bs( FiT 2.11 SERVED r3Y F1r 2 =Iq(RM z51) RELIEF TO MALL 1000 CFM 18" x12" ECCZ-I E DGZ-2 EDCA 3 EDG Z -4, EDC Z -5 ESC 2-6 EDC.2.7 apc Z-8 EDCZ -9 EDct:� 6t0 ''n ZO 12.0 12" x l0" 6ERVED EY' FITZ -' (Rm a&i ) .84A re" I6I,'IZ' 14 "n1Z" 14 "x it" SERVED SERVED 6ER.v8D PIT 2 -4 SEFZvED 15 ,/ FIT -.5 5ERVEW gY FIT 2.6, f''Y FIT Z -9 9Y FIT z -8 S R,vED 01/ FIT Z -9 (5 °4"" bERv D 8V FIT Z-10 1 zie x 10' 16"x, I/°„ EDG3.4 EDC36 ee o 1,600 1,1.70 1,880 SERVES 13Y FIT -4 BLDG. VENTILATION AIR DIAGRAM SERVED 13Y Fir 3 -5 (RM.3S4 6ERVEY) 13Y :I r 3 -G, SL.RVED 61 L=IT 3 -7 4-ag2v /S 0 277v/10 SERVED F3Y 14P-2 SEevE0 PY NP-Z CB" x 12„ RETURN AIR - 142.220-CEM' -" __mss FILTER SCHEDULE UNIT, SIZE QUAN TYPE AG + I IG" x Z:(3 "x 2" • FAR R 30 -10 AG- Z MCII6"xZO nal MI AG -8 IG" x ZO "xz" „Xx" I E" X ZO" < Z It ZO" X ZS' XZM ZO" X ES" AZ' 30.. RV M 1 Y 12ooM, ca-, GFM, M. 8,' e5 VA./ -.4 - NM ZO VAv -S Teem INIAL S ie\/55 SEC:URIt( 204, 205, 2040, 225GFM, MF'IE'. 8Y PSP ZO y I 611 x Z'„'` --.-Z EUH -1 I?L EC.L'NIT NTR _ O'er KW� x77 ✓ /I IZ,Z AMP. W /QUIL.T -IN THE.RMOSTAT,' LI MOUNTINCC BRACKET �AYrO►� MO �, ZE 8os W /ZE�5Z T'Srar. ZE (c�i l rioRl ~, MOUAITINC1 1511t.AGKE,T. WP -I ZO'x25 "XZ" i%IAL'f0N-M '.,..o. Z, 2LLB5 /HK e11 v /IPF-1• W I4AL -rQt4 P -o5 kJAL.L mOUNTEV rUMi 2t 1A", sI R�/FJ3 1?o�s, /TEL -�. f2M, 5 - FARF; 30- 3O I-IP -Z 20 "x25 "x Z" �4 _ MUA-b HP- 3 70"x ZO" XZ„ vE1- ITIL -AroR. GCEENHGGK GQ.S••2v HP -4 ZO"x 20 "xZ' 4 HP-5 Z -F' /HOOD vemiFY VERIFY ` THROW AWAY A /HOOD vER►FY VERIFY THROW ALLAY K. /NOOK VERIFY VERIFY G ^READS P G . 1 14'-'26x2." ,c 6 TUCm/ AWAY F. c... 2 14' x20" x 2" e 'THROW AWAY _.,... ISC. EQUIPMENT SCHEDULE MARK- ITEM .DESCRIPTION VAV- 1 Tff-FMl J,o•L- SEf2vE5 Pirael."'t' I12, 1 -642 CFM, M =k», 5Y P5F VAV-2 -rggmiNA.L. Sfzv6S t2'15PLG-`f 116,1340 GFI41 we pY PSG v &:v -3 TERMINAL 30.. RV M 1 Y 12ooM, ca-, GFM, M. 8,' e5 VA./ -.4 - SERVES COmF RM. Z IO , 240 GFM ,' MF2, irpY r, p VAv -S Teem INIAL S ie\/55 SEC:URIt( 204, 205, 2040, 225GFM, MF'IE'. 8Y PSP EUH -1 I?L EC.L'NIT NTR _ O'er KW� x77 ✓ /I IZ,Z AMP. W /QUIL.T -IN THE.RMOSTAT,' LI MOUNTINCC BRACKET �AYrO►� MO �, ZE 8os W /ZE�5Z T'Srar. ZE (c�i l rioRl ~, MOUAITINC1 1511t.AGKE,T. 14U•'t -1 HUMIOfI=1C12 i%IAL'f0N-M '.,..o. Z, 2LLB5 /HK e11 v /IPF-1• W I4AL -rQt4 P -o5 kJAL.L mOUNTEV rUMi 2t 1A", sI R�/FJ3 1?o�s, /TEL -�. f2M, 5 - MUA -I GAIN1.1ET FAA WOO GFM a 0 .375 "'S,Ft, 1zts IT pEst, 11 /2 H.P, 4.60 J /3� //o HZ , GREEL•IH'E•OK BCF 2098 TAILa• 51-IOP MUA -2 CAall'4°4 FAN �ao GRM @ 4115" ' - f,i 12M, Go'S'Ve'IIO�N .4.IR �A•hl: IN1 Lax' la t2uN KITH �c'ILrR EF 4 Salt.ER RM., G(OEt= t�H1%r1c �P 55 MUA-b CAE31NET FA1J 1,840 CFM ! 0.500 6.P, 1.403 RI"M 3/4 H,P, 460v/3¢/6OHZ, 6rREEk1WE.GK FICF 207 rGHr J Hove vE1- ITIL -AroR. GCEENHGGK GQ.S••2v CITY Of I\PF E D JUL 2 41'5' . - ; e`.S ' r iSIV :fir' COPYRIGHT ©198 THE CALLKON PARTNERSHIP The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation 11 CONSULTANTS ISMIINIMMEINSISIMIMISIM PSI INDOSTCIES, INC. P.O. BOX 3747 SEATTLE, WA. 98124 (206) 822 -1252 B REVISIONS HIRIGIMINSIIMMISMEMMIN No. Date Item LIE APPROVALS CREIGHTON_ /MiTCHELi, Project Architect A.QRTIZ Drawn J. RAMSTEAD Checked Approved ''•avas'vo1.• Registration • SHEET TITLE HVAC SCHEDULE SHEET 86205 Project No. /I SHEET NO. MAY 4, 1987 . Date MOI,O 11 O 1111111111 1111111111111111111111111111111111111111111111111111111111111 0 ,G,"!.INC. 3 _ 4 it 1111IIIIII1III11' I11111II'11( 11111' I'1 11 1III1111111111111111I111I111 ;11111II1111111111111111I111111 6 7 8 9 10 11 ."'""'""AN' 12 I/ METAL ST-UP' IZ;COLLAe G<r• N V �''.•.'- ..^.ice / MEKb -I. JIPM>r* T jillikeESE EcepUIP 5CI- E;PUL.5. 1 -•• FI4CTOIGyCUC'S I e1GIUD IA.15I }L.ATION ( cc F== Ik14 Conn- zAcro>s) ACCESS P41.1E .. 51- EE'r' t•.SEr'4 _ =C EEN (5CT .4 SIDES Vera. "1/2` CLE,f1Z4LcF ALL SIRES FLASFINO. %C avER4 Hen MOP (IWG•C.) wi!iroM4fI 90 2$12 MURO, w /CANT ,54T'RiP(e -r G.0 ) 'eETAILIiI.IL-, 1.10..16; LE dN rt.4 Ic7E . oF v4ALL 44417 ALL (4) Slued a rp. 1Cr 1%.e. 1 %' . /e,' FL1.5 1J Lti// I /4, EsdL..TE, G .e:3' G Too Qic IUELP' TG C✓LI.AiC (NOM. 1' C41.1TgTEZI:0 COIJC ' -E Lt,llLL.L. OT cot.CeE'TE PAD AS P_E .-4$17 rc� a`i4c-r.oty CLJ $ By'O11.mirs) 0 n `` P cogAPT tAMpt , h� PI CE. MOP'EZ. F166,ME WELt7EP CC_ eOLT1E G TO COI -LAM • .0. • SEE ARC1'd. DWG rip* Sf5. 0 • O E 1 SIZE AkielLES sL44L,L. tkiateAse. E'' I rioNi tlo-L„ V W/ GL.E..Z.E.1C.1t. ii -IETCE KILL 5E A MM.%. OP I" cDVE3CLAP• ON TUE PIAC.TITFON, 2 F•II P61.4PETC, C •.L4 .6.WP ikiZ ALL4T°ION r7P- OCEVL.W.M AZ.E UE3lE -CT Tp esu+L.t7+i.tol APneavAE.. P�102. M DETAIL' NO SCALE DETAIL '6.ozi 3.a?, S.o.4 NO SCALE DETAIL NO SCALE SYMBOL SYMBOLS ,) DIFFUSER CAN, SPRAY IN51[% ;U/ FLAT BLACK, PANT OR 50UWDLINE V./MERE NOTE17 ON PLAN PERFORATED BAFFLE PLATE W 503: FE2REE AREA SECUIze DIPFurS' ER CAW TO DIFFUSER vV /SCREWS AS SHOW/W. 5EA.L. !wt pl.cT TAPE P'LEXIESLE DUCT TO 3' 4 OJIJTIWG COLLAP1. SEAL Z011.1T \w/ DUCT TAPE FL,EXIP.,LE DUCT. :SEE F'LAt.1 FCC.'. SIEEE. ►.10T TO EXCEED VD FEET ICJ LEIJGTH. MAXIMUM' OF SO° TOTAL P EIJD PER .-ENt"xTH • FLEXIBLE DUCT TO 5" MoWIJTING COLLAR, SEAL JOINT W/ DUCT TAPE I'EXIOLE DUCT. SEE PLAEJ FOR Si ZE. IJOT TO EXCEED 10 FEET IN LE►J4TH. AA.AXEMUM OF 0" TOTAL SEND PER LENGTH 2rm RT+4 F.C. & ABBREVIATIONS ABBREV. DESCRIPTION SUPPLY DUCT UP SUPPLY DUCT DOWN RETURN /EXHAUST DUCT UP RETURN /EXHAUST DUCT DOWN R. DUCT RISE IN DIRECTION OF ARROW 0. DUCT CROP IN DIRECTION DP ARROW S.L. SOLMLIN'ED DUCT FLEXIBLE CONNECTION T. 11. TURNING" VANES MOTORIZED DUCT DAMPER 'v .D. 1/21_10,4E DAMPER 5/1. TO RD. ADAPTER, SPRAY iPLSIOE V/ FITAT BLACK PAINT 5ECURE ADAPTER_ TO DIFFUSER. •tip. "SCKEWW AS 51-IOWF.I. E'&L 'W/ DUCT 'TAPE 3 DUCT IDIA. Ml9J. STRAIGHT FLEX • IQ,c�a4 G4LY, PQI MEc7 FOst CEILU..J&j Top OF DIFFUSER FRAME SuSPENDEP CEILIL , TYPICAL LAY- 11.i TYPE • DIFFUSER yf/ /60E ItJLi T CONNECTION. '"Bela: PLAID FOR. 51 ZE. 4 TOP OF DIFFUSER FRAME I HUMIVIFFEZ I u. B. D. OPPOSED BLADE DAMPER S.DPR. SPLITTER DAMPER EXT. EXTRACTOR 4 B. D. t , * :' S.D. F. D. SUSP E►- -.IDES CE1LIWG • TYPICAL LAY -11,1 TYPE DIFFUSE-ER W/ TOP INLET CA■IUEGTIOJI. SEE PLAN! FCUEz. 51Z,L. E3e..4Cec T6CMC WEt,P A. C. H. P. E. F. M.U.F. HUM. P Jr° eL vArK: f4 DETAIL' NO' SCALE 3.02, -0?,oS x,04 DETAIL 3, oz.,• .03 NO SCALE BACKDRAFT CAMPER FIRE DAMPER SI•OKE DE TEC TOR h€CHANICAL EQUIPMENT TAG AIR CONDITIONING LMT FEAT PUP EXHAUST FAN MIKE -UP AIR FAN HUMIDIFIER - GRILLE, REGISTER, OR DIFFUSER TYPE NECK SIZE NICHES) AIR QUANTITY '(CFM) .SLOT DIFFUSER TYPE SLOT LENGTH GENERAL NOTES 1. All ductwork shall -ifi -instalJ.ed In Ieorkmanlike manner and in accordance with all applicable codes and oftlinenees:.JJ.B.C., U.M.C. 2• Rectangular and round ductwork shall be galvanized sheet metal with soundlining Or external insulation wrap as indicated in note 4 un.esS otherwise noted. 3. Flexible supply and return ductwork shall be 0/C Fiberglass Type "INL -75" or ecual. ' Flexible exhaust ductwork shall be Termaflex Type "S- LP -10" or equal. Flexible ductwork shall be Class 1 conforming to U.... STD 181 and UMC STD 10 -1. 4. Symbols one drawings for duct saundlining or external insulation wrap shall be interpreted as follows: A) 18 "/12" - I" shall indicate 18" by 12" duct (net inside dimensions) with 1" soundlining (minus sign indicates soundlining). B) 18 "/12" • 1 -1/2" shall indicate 18" by 12" duct (net inside dinimensionsdicates e) with xternal wr 1 -ap). 1 /2" external insulation wrap (plus sign . C) 18 "112" shall indicate 18" by 12" duct (net inside dimensions) with NO soundlining or external insulation wrap. 5. Tape or seal all joints in concealed ductwork system. 6. All exposed round ductwork shall be spiral sheet metal. 7. All cutting, patching, framing, painting, roof openings, curbs, sleepers, roofing, etc. required to install mechanical system herein shall be by General Contractor. 8. Mechanical equipment access panels in furred enclosures shall be furnished and installed by General Contractor. 9. Power wiring and connections to HVAC equipment shall be by Electriccl Contractor. Control wiring and low voltage connections to HVAC equipment shall be by Mechanical Contractor. [GWVIA D.C. U. D. TU T' STAT v 3w. C.C. M. C. E. C. C. C. 0. A. S. A. R.A. E.A. OUTLET IDENTIFICATON NUMBER SIDE INLET TO SOUt.OLINED CAN TOP INLET TO SQUARE /ROUW ADAPTER DOOR GRILLE BY C.C. UNDERCUT DOOR BY G.C. THERMOSTAT SWITCH GENERAL CONTRACTOR h£CH/ .ICAL CONTRACTOR ELECTRICAL CONTRACTOR CONTROL CONTRACTOR OUTSIDE AIR SUPPLY AIR RETURN AIR EXHAUST AIR V.A. V. VARIABLE AIR VDLLME F.O. T. FLAT ON TOP F.0.8. FLAT pN BOTTOM T.O.D. TOP OF DUCT 8,0.4, BOTTOM OF 0../CT A,F.F, ABOVE FINISHED FLOOR 8/8. BACK -TD -BACK 8.S, BIRD SCREEN M. S. • MOTOR STARTER D.S. DI SCONIEC T SWITCH. .1K/ /reAt The Callison Partnersh Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 p The Callison Partnership Ltd., A Corporation IN CONSULTANTS IMININNOEMINNINNININOMMII PS INOOt7 I[S, INII. P.O. L3OX 3747 SEATTLE, WA. 98124 (206) 622 -1252 , ■ REVISIONS NONNIMIENNENNNNINI No. Date Item cs.4 T, t`s747- • DUCT FLUSH' wi/E,C4E.. OF GFitL.LE OW ALL 51D55 _.1.fPLAK10E ALL Al2OU1.,10 telD Qr"• DLIC•T •--- 1"FSi.AE•4E ALL, AP IJD OF' DUCT - ---- -� DUCT ri.U51 -1 W/./ 1p.PGE,. OF GP)ILLE Ot• ALL '`_ iDES '- 01,-ITUNUOU5 2 HOUR cNCL.O5URE FROM -. GREASE HOOD TO 12,00F ELY G . ----- d 4 A D r MAINTAIU 3 "µIL. TO. I2' MAX,' CLEARANCE BETWEEN. DUCT APJO %1.1CL_OSURE: , '- SPRAY INSIDE w/ FLAT BLACK PAINT -4-- -- EXTPIACTOF) A IZ PLOW lrrrrare I6 GA, SLACK STEEL CL.EANOUT DOOR 5Y MG. HR ACCESS DOOR 11.4 SNe6.05JRE BY G.C. -SAD 4 CRLAAP DI FE= USER NECK 511E ° DI F FUSE•'R. NSCK CC%VCRPTE DRILLED HALE 11T RA\v /L ZAMA.0 CA �Cx. ---- --- 5HJ ET . Ate TA1. 5T1CAP F1ANNCiElf. TEAMIC 17,9 PULL OOT ' FUT /NG 1411"X l : 820 /1,6. ER; %4'• X /Y ;" : / /SA 1/,5. EA. LOADS ,8A5.5. CDKICIKETa WITH AVEFSAa COMP/1E55;0,V 677'14 I-l3; Hr 'F 4/000 PSJ. -- --- IYe MIEN. LOP1 DUCT 1/441' PER FOOT DOWN TOWARD HOD 1G GA WELDED BLACK STEEL DUCT !`I`JTIRE oucT 5Y$TEM 5HAL1. ca GREA6ZTIGHT • 1..),Q4 DETAIL NO SCALE --- PERFORATED BAFFLE' PLATE, ZO -2.21 GA., 5O7m MIN. FREE AREA x,02, •6,0,4- a •• 1••••e 100000000 i 000000 00 w )•, 1_ Co -L OR AS REQ'D FOR FIRE WIPER. ETC: (,tri aJ:' 0!51111.;1 A 0'!E . JUL , 199 DETAIL NO SCALE IN APPROVALS IMINNNENNEffigregavigemme •CREIGHTON` /MITCHELEr Project Architect A.0RTiz Drawn J. RAMSTEAD Checked Approved S f tor', ‘,1 Registration lA SHEET TITLE NINIONIENNINNINNINannam COPYRIGI!T© 198 THE CALLISON PARTNERSHIP HVAC SCHEDULE SHEET I& DETAILS 86205 Project No. Date IN SHEET NO. EliallyMiniammaISRM M0.02 imisimiskftimeamaggiamiamiimagfain 1111111111111111111111111111111 11111111111111111111111111111111111111I 0 14 1115 in t.. 1 2 :: 4 .5 111 1 1111111111 6. 11111 1111111111 7 11111 14111111 1III1III1II111111II111111111111111111I1It111111111101 8 . _ q 10 11 M,DfN16ffUP 12 DRAWING SCHEDULE DWG., DESCRIPTION • MQ.oI HVAC SCHEDULE SHEET MO.0e HVAC SCHEDULE 'SHEET 4 DETAILS MD2,4 HVAC tWOF DEMOL i TIOIJ DWG NI 3.01 1ST I=LOO)Z PLAN - HVAC, M 3.02 Z ND. FLOOR PLAN - HVAC M3.03 ,' eD, FLOOR PLAN- HVAG M 3.04 UPPER LEVEL PLAN'S -Ii VAC M3.O5 ROOF PLAN - HVAG s M 4.01 NvAG SECTION 4 DETAIL;, m5.01 HVAG WirlNG (7,AG-,eAMS DETAIL '6.ozi 3.a?, S.o.4 NO SCALE DETAIL NO SCALE SYMBOL SYMBOLS ,) DIFFUSER CAN, SPRAY IN51[% ;U/ FLAT BLACK, PANT OR 50UWDLINE V./MERE NOTE17 ON PLAN PERFORATED BAFFLE PLATE W 503: FE2REE AREA SECUIze DIPFurS' ER CAW TO DIFFUSER vV /SCREWS AS SHOW/W. 5EA.L. !wt pl.cT TAPE P'LEXIESLE DUCT TO 3' 4 OJIJTIWG COLLAP1. SEAL Z011.1T \w/ DUCT TAPE FL,EXIP.,LE DUCT. :SEE F'LAt.1 FCC.'. SIEEE. ►.10T TO EXCEED VD FEET ICJ LEIJGTH. MAXIMUM' OF SO° TOTAL P EIJD PER .-ENt"xTH • FLEXIBLE DUCT TO 5" MoWIJTING COLLAR, SEAL JOINT W/ DUCT TAPE I'EXIOLE DUCT. SEE PLAEJ FOR Si ZE. IJOT TO EXCEED 10 FEET IN LE►J4TH. AA.AXEMUM OF 0" TOTAL SEND PER LENGTH 2rm RT+4 F.C. & ABBREVIATIONS ABBREV. DESCRIPTION SUPPLY DUCT UP SUPPLY DUCT DOWN RETURN /EXHAUST DUCT UP RETURN /EXHAUST DUCT DOWN R. DUCT RISE IN DIRECTION OF ARROW 0. DUCT CROP IN DIRECTION DP ARROW S.L. SOLMLIN'ED DUCT FLEXIBLE CONNECTION T. 11. TURNING" VANES MOTORIZED DUCT DAMPER 'v .D. 1/21_10,4E DAMPER 5/1. TO RD. ADAPTER, SPRAY iPLSIOE V/ FITAT BLACK PAINT 5ECURE ADAPTER_ TO DIFFUSER. •tip. "SCKEWW AS 51-IOWF.I. E'&L 'W/ DUCT 'TAPE 3 DUCT IDIA. Ml9J. STRAIGHT FLEX • IQ,c�a4 G4LY, PQI MEc7 FOst CEILU..J&j Top OF DIFFUSER FRAME SuSPENDEP CEILIL , TYPICAL LAY- 11.i TYPE • DIFFUSER yf/ /60E ItJLi T CONNECTION. '"Bela: PLAID FOR. 51 ZE. 4 TOP OF DIFFUSER FRAME I HUMIVIFFEZ I u. B. D. OPPOSED BLADE DAMPER S.DPR. SPLITTER DAMPER EXT. EXTRACTOR 4 B. D. t , * :' S.D. F. D. SUSP E►- -.IDES CE1LIWG • TYPICAL LAY -11,1 TYPE DIFFUSE-ER W/ TOP INLET CA■IUEGTIOJI. SEE PLAN! FCUEz. 51Z,L. E3e..4Cec T6CMC WEt,P A. C. H. P. E. F. M.U.F. HUM. P Jr° eL vArK: f4 DETAIL' NO' SCALE 3.02, -0?,oS x,04 DETAIL 3, oz.,• .03 NO SCALE BACKDRAFT CAMPER FIRE DAMPER SI•OKE DE TEC TOR h€CHANICAL EQUIPMENT TAG AIR CONDITIONING LMT FEAT PUP EXHAUST FAN MIKE -UP AIR FAN HUMIDIFIER - GRILLE, REGISTER, OR DIFFUSER TYPE NECK SIZE NICHES) AIR QUANTITY '(CFM) .SLOT DIFFUSER TYPE SLOT LENGTH GENERAL NOTES 1. All ductwork shall -ifi -instalJ.ed In Ieorkmanlike manner and in accordance with all applicable codes and oftlinenees:.JJ.B.C., U.M.C. 2• Rectangular and round ductwork shall be galvanized sheet metal with soundlining Or external insulation wrap as indicated in note 4 un.esS otherwise noted. 3. Flexible supply and return ductwork shall be 0/C Fiberglass Type "INL -75" or ecual. ' Flexible exhaust ductwork shall be Termaflex Type "S- LP -10" or equal. Flexible ductwork shall be Class 1 conforming to U.... STD 181 and UMC STD 10 -1. 4. Symbols one drawings for duct saundlining or external insulation wrap shall be interpreted as follows: A) 18 "/12" - I" shall indicate 18" by 12" duct (net inside dimensions) with 1" soundlining (minus sign indicates soundlining). B) 18 "/12" • 1 -1/2" shall indicate 18" by 12" duct (net inside dinimensionsdicates e) with xternal wr 1 -ap). 1 /2" external insulation wrap (plus sign . C) 18 "112" shall indicate 18" by 12" duct (net inside dimensions) with NO soundlining or external insulation wrap. 5. Tape or seal all joints in concealed ductwork system. 6. All exposed round ductwork shall be spiral sheet metal. 7. All cutting, patching, framing, painting, roof openings, curbs, sleepers, roofing, etc. required to install mechanical system herein shall be by General Contractor. 8. Mechanical equipment access panels in furred enclosures shall be furnished and installed by General Contractor. 9. Power wiring and connections to HVAC equipment shall be by Electriccl Contractor. Control wiring and low voltage connections to HVAC equipment shall be by Mechanical Contractor. [GWVIA D.C. U. D. TU T' STAT v 3w. C.C. M. C. E. C. C. C. 0. A. S. A. R.A. E.A. OUTLET IDENTIFICATON NUMBER SIDE INLET TO SOUt.OLINED CAN TOP INLET TO SQUARE /ROUW ADAPTER DOOR GRILLE BY C.C. UNDERCUT DOOR BY G.C. THERMOSTAT SWITCH GENERAL CONTRACTOR h£CH/ .ICAL CONTRACTOR ELECTRICAL CONTRACTOR CONTROL CONTRACTOR OUTSIDE AIR SUPPLY AIR RETURN AIR EXHAUST AIR V.A. V. VARIABLE AIR VDLLME F.O. T. FLAT ON TOP F.0.8. FLAT pN BOTTOM T.O.D. TOP OF DUCT 8,0.4, BOTTOM OF 0../CT A,F.F, ABOVE FINISHED FLOOR 8/8. BACK -TD -BACK 8.S, BIRD SCREEN M. S. • MOTOR STARTER D.S. DI SCONIEC T SWITCH. .1K/ /reAt The Callison Partnersh Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 p The Callison Partnership Ltd., A Corporation IN CONSULTANTS IMININNOEMINNINNININOMMII PS INOOt7 I[S, INII. P.O. L3OX 3747 SEATTLE, WA. 98124 (206) 622 -1252 , ■ REVISIONS NONNIMIENNENNNNINI No. Date Item cs.4 T, t`s747- • DUCT FLUSH' wi/E,C4E.. OF GFitL.LE OW ALL 51D55 _.1.fPLAK10E ALL Al2OU1.,10 telD Qr"• DLIC•T •--- 1"FSi.AE•4E ALL, AP IJD OF' DUCT - ---- -� DUCT ri.U51 -1 W/./ 1p.PGE,. OF GP)ILLE Ot• ALL '`_ iDES '- 01,-ITUNUOU5 2 HOUR cNCL.O5URE FROM -. GREASE HOOD TO 12,00F ELY G . ----- d 4 A D r MAINTAIU 3 "µIL. TO. I2' MAX,' CLEARANCE BETWEEN. DUCT APJO %1.1CL_OSURE: , '- SPRAY INSIDE w/ FLAT BLACK PAINT -4-- -- EXTPIACTOF) A IZ PLOW lrrrrare I6 GA, SLACK STEEL CL.EANOUT DOOR 5Y MG. HR ACCESS DOOR 11.4 SNe6.05JRE BY G.C. -SAD 4 CRLAAP DI FE= USER NECK 511E ° DI F FUSE•'R. NSCK CC%VCRPTE DRILLED HALE 11T RA\v /L ZAMA.0 CA �Cx. ---- --- 5HJ ET . Ate TA1. 5T1CAP F1ANNCiElf. TEAMIC 17,9 PULL OOT ' FUT /NG 1411"X l : 820 /1,6. ER; %4'• X /Y ;" : / /SA 1/,5. EA. LOADS ,8A5.5. CDKICIKETa WITH AVEFSAa COMP/1E55;0,V 677'14 I-l3; Hr 'F 4/000 PSJ. -- --- IYe MIEN. LOP1 DUCT 1/441' PER FOOT DOWN TOWARD HOD 1G GA WELDED BLACK STEEL DUCT !`I`JTIRE oucT 5Y$TEM 5HAL1. ca GREA6ZTIGHT • 1..),Q4 DETAIL NO SCALE --- PERFORATED BAFFLE' PLATE, ZO -2.21 GA., 5O7m MIN. FREE AREA x,02, •6,0,4- a •• 1••••e 100000000 i 000000 00 w )•, 1_ Co -L OR AS REQ'D FOR FIRE WIPER. ETC: (,tri aJ:' 0!51111.;1 A 0'!E . JUL , 199 DETAIL NO SCALE IN APPROVALS IMINNNENNEffigregavigemme •CREIGHTON` /MITCHELEr Project Architect A.0RTiz Drawn J. RAMSTEAD Checked Approved S f tor', ‘,1 Registration lA SHEET TITLE NINIONIENNINNINNINannam COPYRIGI!T© 198 THE CALLISON PARTNERSHIP HVAC SCHEDULE SHEET I& DETAILS 86205 Project No. Date IN SHEET NO. EliallyMiniammaISRM M0.02 imisimiskftimeamaggiamiamiimagfain 1111111111111111111111111111111 11111111111111111111111111111111111111I 0 14 1115 in t.. 1 2 :: 4 .5 111 1 1111111111 6. 11111 1111111111 7 11111 14111111 1III1III1II111111II111111111111111111I1It111111111101 8 . _ q 10 11 M,DfN16ffUP 12 • • • 4 • • - 444 AUG Wen g'alvI0v* 5,-ipus-r PAN RELIEF ANH- K axHAU57 r,AN isT Pt.e; 5fLP CONP,e.N5ING j , • . r".4..o4 c.31:1•=7P 1-100' OxHAus-r Pfr44 isT rotxPoR fe451"Roors4 e.xliAL.41 157 FLoog • 2Nr7 rfr%ts4 f::66,gbAgy" evil-L15'e0 9e2-10, ALL 11N6 gpappiv_lotihrrEro MEHiAL WK. fr, 01.1K-05 AS S`f-rervle-.. STORP., 915 N CONVe..1.11E., LOAc1ie2N ON ROOF' r-OR L_A-reg- EMOv"1-.. empt.,0-1,eo 12-ed-rg-=-19 Ks $ , JA-04rrog- ci.4256:1- R' PL. ; _ 1-40MeliS,a,le. tiTr-op m 2N9 — AREA H isW rA5, „ N./ e IsT Paa FAN.) ---- .21 GooSe.N6c14 Pedku-r-r s"Lat4 payEg 5%H. 2NIP a-mei-olarl. I-06146A Room HAU F.4*.N SRO Ft-g. • • 1:5 • '14-4 1 AYCA STJ-I 10,6'1 e. 57: Exk, FAN I'M\AOL.156-Y 5frip L.UNC4-4RMI. e..xHAUS-T- r."N PO551Evcr JAN, cL.d5.1" el-AH. Qc91,..1.'5g(7 it ,.—A.1.1Gi 51'H. 19a1 ' c2m0, 5-->417TINC..1 1, r"sseNG6P- at...sv. MACH gM , sUrrl.y /;.1(2. iZ4 LIP 3) AL! 19E37 Retvlo, r_ PASSANG Llt-E.-v. leM 6)64,4,usr 6t,stA 5129 Pure. 11111111111111/11111111111111111111111111111111111111111111111111 1111 0 '6111"NC" 1 2 • 4: . '?1‘ I I l I I 111 11111111 1111111111111111111111111111111111111111111111111111111111111111111 A 1J4 011r 1. . 0'1 .114 11 A o!, GER4x 12 A V 7 8 9 10 ...m 8 9 " 10 12 • c r( OF TNU..A APPi JUL 4 1`2:87 t!,S COPYRIGHT 0198 THE CALLISON PARTNERSHIP The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623-4646 The Callison Partnership Ltd., A Corporation CONSULTANTS INEE111111111111/111111111MIN PSF INDOSTRIES INO. P.O. BOX 3747 SEATTLE, WA. 98124 (206) 622-1252 • REVISIONS 1111/11=6118 No. Date Item APPROVALS 12111111111111111afune.mall CREIGHTON/MITCHELL Project Architect J. MULLER Drawn J. RAMS rEAD Checked Approved % - 44. %44 ,,,,,,,,,, 8,1 ORM t °Oa ! Registration II SHEET TITLE 11111M111Misigagewssin HVAC ROOF DEMOLITION PLAN 86205 Project No. MAY 4,1967 Date m SHEET NO.1111MOIEffiamerallillnag MD2.4 111111111111110111111111=111mMINNom1 , x. CI... X xi:1414i c;) 1 W� 1-11G14 A5 PC6b11251-E. EE k4 5. • 1 MR CONCT /(11; /,/ , • , /' • • it< • • • Allkh ‘\`‘ AFF e METE AAJC) 1-1C)LC:). r‘l\-‘ . _ • ' . I • i ; -2:0i/en t cj (.02.''x'4!' RA. OPKIG. a- 5' ie.\ @ ZOO %IV e ME 2402" om.To woo:. 14:7. SEE. M5.01 51Z CONff. kPFF 1420' [G} ( e.r.ex3,-Ir k,A; ooK.ten. vv/P.D. ,1,/ ,,,.., /. • r J L.-AL <\\•.. V0131 - 00 30/e: ANC) lit---1 o x4 ? 1.. , 1 .. A., , , i ', 1 ... 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JILIT CL. 10A2"1C)K3.-rc., , 14*. - - - Foe. consr ' 00 AFT; . , • • I , ' • L.4.x *(21 t • • M otar 1. 1-1 cqq AS PC:f1F3Le SEE ARCH, PLAMS FOR OUCT AN.10 AIR SHAFT EN-1CLOSURE. *41 , 3 eftfan-131v7-0-"6-e0; FLR SEE Ja.C_LZ FOR. oc),QT. CA-c=jirE-) 'VOTES: 1. • Grilles, registers, diffusers, light fixtures, Light tracks sprinkler heads & otner ceiling trounted elements shall be located in accordance with architectural reflected ceiling plans. Any costs incurred due to conflicts occurring during construction .shall be borne by the encroaching Contractor. 2. Mechanical Contractor to verify location of T.V. grilles with Architect. 3. .Se.;- Architectural reflected ceiling plans & Electrical lighting plans for location of return air type light fixtures (1544', 2'x2' f).uorescent fixtures). j • •_ , tl• 1-11F0111- 11 EL' EVATOR 1 • i _ 1 ' ELECTRICAL ROOM 12. r WALL L, riIA0k3051,JTV 5E1Z NA0E35.°12KJAPTTOk.15 'i2 _.1,. -7-7T-7-7 • r '1J--Tri-1 t-_-_.1 .4f6303,, i' ,..i.. / - 11 , • 1 ; 7„ 10,(44eak -17.,z1,49 &.§. 150 - _ ISO 104-0 OX,4 ILA \ 30f/i(6- e '\ 1 3 / ii161011161111.111* tOi 141:).1) ft i-cad .EvATOR MACHINE 1 -zo L g'50 LOUVER 71 L' F I ELF2L1A\RDR `. • 411 • 24-710-2: SEE fr1 • b '5 FOR C.OLIT.1HP-1) TO HP-1 • *7-00 - MECH. 0;z4242.1 I IQ- .W_ 10)44: •^.-- - • izO# . 1 - 1.1- 12.x14, al■ co 12)40 3Co* N/1; '32)(69 [ ...1 - 12)4(o' M 1Zxat acos MO:0 - Li si-ot=5, UP 1/4" Pr5F-- Po2T. 17°125 IC.ITCHEN.1 -3000EX-1. (DUCT 'WE' r-'02 , ( -20) 3Cita•t, SEE 1■/.5.05 FOR COLIT (HP. 2471 (."-Z: tr'.) FOR 241- 0 1,,,1 5/14 4- ----1- t *co' 21412. cwit:6 etg.E.As. * B(05 oucT erLacLe...mte.. epi .c... HoLo Tiql-cr i TC) 5TaucT. G.,•E AC.1- - - _ I 10)44- Il.05 dizah ler 2 x./.47 1.703 ag& M2,2 TC_HE..1 HC0ID. ----LI- OR C.0+41- c,1 M. acrivS'-__..1° 411 MOO OFFICE [ 2. ; 48,xe) 110 OFFICE 12.xv I" OFFICE - 8xa 4;4 4. 0 &Yob Itt; 111111111111111111g tellk 11 8'46 (1:4I'es xe, OFFICE -------- 48'95 wRApo ; 2" iLISULATIOKI AKIO JAOCET W/.01Lo MIL.. ri--.11,1 AL.UNAIKIUM. ZEE. 1‘.5.0 Fora c_osr. -11 L.. Q oucT EE M5.0 COKTT: FO i , i_‘• -14.1 _LT-COM (_.'4?,;,-,i) _......1100H , RAO. 1-41-4.PANJELS 11 COI,L3T2.•et.;:- P.Ov0E0 4, INTALLE0 8-4 GC. --. /... ..- ........„_____ , ,4,, i 11.--- --- - - ------- Ili 1 jr, .......,..„ ..„._____ / -9 lir-- .... FIXTURE; STORAGE 3.(2)eo 1.22u Vag. v"1-1C2N1 Fag L.426",r1.12?1 THIRD FLOOR UPPER LEVEL, ; IC34' I Mr 4111/ , • f. 1 r •1- - ; 12)(4 NI/ AC& 1 MC'T.,-T6 EF • • r ,141111110111".111111 4 4.1 elan1NA (4.TO‘CA'PFI1/4401/ :711 Y1 I 4-1 40 I /0"4:11'. I 22.914. ank t tO'k& Zet)(12. 2'.11 Aft 10)44 300 Aft 1005 412 " VD 1 r • ""T ri,C591-Fs' 1--7 , i • ',•<' ; zltd' • T 411W - 1 41 ----1---1 _ 11111 1111111111111W !I11111111.1111r1111111111111I1111111111111111111111111111,411,u11,11,111121 0 16 111`,140. 2 8 9 ii6c6iiiient, 'is leas clear tgan, this - - WAD" 0)J. 15 x12. 1105 <0" A FF 6 7 \• - 8> 10) DISPLAY WORKROOM ------------ 11, 2.); CifY OF 11!IcI,V11.A. APPROVFD JUL 2 4 1987. 112,) 1.101ED COPYRIG HT 4)98 THE CALLISON PARTNERSHIP The Callison Partnership Architedure Programming Planning Interior Design 1423 3rd Avenue Suite 300 Settle Washington 98101 (206) 623-4646 The Cal!ison Partnership Ltd., A Corporation 111 CONSULTANTS 1421111111MIESIMIMMIEWA 1.44,11/11 PSI INBLISTRIES,INO. P.O• B0X3747 SEATTLE. WA. 98124 (206) 622-1252 Ili REVISIONS 1111111111111101 No. Date !ten) APPROVALS 11/8111#39MMESIXIMMUMIN CR EGHTON/MITCHLL Project Architect K. TAYLOR Drawn J.: RAMSTEAD Checked Approved 11' Registration El SHEET TITLE MIERSIERMSfanneseift UPPER LEVEL PLANS - FIVAC 86205 MAY 4, 1987 Project No. Date SHEET NO. IMASSIIIMMISININEMIENIMB M3,04 161111.11111202.0.11111111MIMMIIIMIIMMIma 3 . • .• 1 • [CB) C }I E .r,w...,....r..a.:a•I ...�...,..,..... _•.• ,y.,,wv.r.v..uua. err... r.,. w.. .._.........wwwv...wvr....•sv.. r.w.a -.+.. 4 \ The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation III CONSULTANTS w.•r• ∎6868 P111 iijiitiNo. P.O. BOX 3747 SEATTLE, WA. 98 124 • (206) 622 -1252 ■ REVISIONS IMIIIIMONIIIERIMMINERMIN • 17 "d' 'LACK S -raet, OUGT �U I4I1 .1-+ N Hoo7. SEE Fo"A No. Date Item CE''/ 1c •-; .. SEE .r t~ocz CANT, -"71t11- I ,../ Fo!e '; �: 1 1I ! E i i i i' t- .48 "d+ w.es� , °oc f� IvSuL,' -riorl ,-,k)r; li f -r ��/ O:W NI FIN. ALLIMINUfrI 5 111--404 %'Q C:GN°.- --"'�- • _l NI APPROVALS IlliallifiliMMIMINELImaimIril CREIGHT•ON /MI TCHEI_Ir`: Project Architect A.ORTIZ Drawn J. 'RAMSTCAD Checked Approved ei £5 %6,4;." -2" / I,Itie W Pagrt., �aHf. M r t- SEE Pc; G • 41. - ^ .i.., • _�....—... NOTES: t \ ..--- ...... _, d . �. I E.-:?L! �T, r..-.4,...1.2G. . ! NEEMv / r 2i 1'f .phi 1. Coordinate roof openings for exhaust fans and A/C wilts with General & Roofing Contractors. Roof curbs by General Contractor. Cutting & patching of' roofing by Roofing Contractor. 2. Refer to detail 3 /uno.o2 for Typical roof exhaust fan installation. rr I� CITY OF TI VIRA /1 PPP nv;!) JUL 2 4 1987 • <m xa'aAit4f : 53t�4fi�sG :ssze:.?sx, ^i+:..r..r +,:a IIII111IIIIIIIII111III1 ra nu..HU. IIII III 1111111III1111IIIIIIIIIIIIIIIIi 2 - ` 4 ,.. II 11111 7 COPTRIGHT ®198 THE CAtt,SON PARTNERSHIP Registration a SHEET TITLE ISMINEMESIMMINIMEgwas ROOF PLAN- HVAC 86205 MAY, 4, 1987 Project No Date SHEET NO. M3.05 1 1 II11111I11IIIIIIII1IIIIIIIIIIIIII IIII11111IIIIIIIIIIIIII11I1 illii 8 9 10 11 Mt0(a.W4uHn 12 1 1 4 • 1I-G" CLC/T- 28710'-1' EXI6T. 1$.1 6NAT() Mc74 ROOF. -) „ • , %RD. FLR -) 141-0' 6.0.D " , t t • • • •, ItTriii..1 Lr - Z4 71 r D4 .TO LOWER 640a- STOCK 1101I P,O.D. ACTIVATED CARE5om FILTER. "FARR Cr- E.O. (I) Z4-"x 244;29" (IN 12" x 24' x29" D. FLR. ve-aPL.1) • [1 Ii T:0 Z61/88.1+ 11/Z" PROM AG-5 DROP aka) FLOOR 362.`/Z4" 3exr/24!' 1(.4, GA. • • E 4D PLR, 2 czG" Ase"« iy !Nat. G"ci, FROM ZaVir+1'/a" (-0" 4-? eOT: OF Z.6176e417z" FbE;v0t...1D C OFFICE Z11 1795 re-/FLAKIC-IED /1 ENLOS. /' , . xe) 145 1-7"9‘ 1(.4) A. WELDED ILACK STEEL CON:-re pLATFoRisim Foe FAN ANC:), FILTER SECTION BY IG) GA. 51-11: NATL. COVG.R 12:y MC.. OOFIMCA NT 5.-.1-RIP *COUNT'eR FLASHIKI By CONTR. PLAN t1 d- -10d/Z8s' UP TO AC-1 ,Zwri,PLR •••••••••■,IIIIMINNIMMIN/SII.1•00■■■,21...awa.gai 1)"T'OCK 6TOcK 147 SECTION 3/8"-Vor- L ILLS OP NIEZe FLR. 16T PLR.? • , „ nd56 CAA- WELDED fAACk STEEL. CUCT t5PRiNC, 1(..4. 4A. SHT MTL. FAN PLATFOfeM covele 24/cist 141/2d' rpr--.1-1Af.L)GE VV/y&lgVzl eierJ- ScREem. ACTIVATED c.ARecNi FILTER 2 11 C.C. ROC F • --A FILTER SERVICE PANEL. CDRAN1 TO COLIC:REM-, PLATFORM$ •0 BE LVIL iJ IEOTH !DIRECTIONS. 3.- co" 2=9" 4-3" DETAIL - KITCHEN EXHAUST FAN 1 / 2 - ROOF °Eck.- se.E ARCH • * STRUCT. PLANS FOR ELEVATION PITCH BOT. TO ORAJ4 rF1 30;1163'-2" • • 0 PLATFORM BY G.C. '5OsillJ -1" UP 51-1AFT, a4" )(I& RA DAMPER 0 LJ ELECT. POIVER CONN. FILTER ACCESS 2471(..; DOOR. TRAPPED CONDENSATE ORAN PL,CON.fre, PLAN GAIN. 514T. MTL. PLATFORM COvER. BY M.C, 12:72.4r RELiEFI-CoD WP/2" SQ. BARD - 5c.REGKI. LocATe. BCTI."7=<12" 'v" evxmle. FILTER FRAME FOR. (2) 2.0ix.?.. x2" 4 (2) FIL.TERS. FILTER 1-::1`4 LAKIE," `A.// 2." INSULATION z3/4' rd- 4gx4ex.1" "CORK-RIB" rx2.1)c"3/Ear '5)4E412 - MOUNTING PA0e• MOUNTING • 4 TYR PA(.35. 4 PLACES (...,'o ER FILTER (SOX. DETAIL - HEAT PUMPS .1 & 2 1'2" - 1 it 12724 INTAKE PrrrING W/ V2." SCb, B4gri• SCREEN ELEVATION -1Z" z4'' NAO*TORIZED ECON..1. RELIEF CANAiDER, AIR. SI-IAF T ICd" X 24' N.10-rokrEED RETURN AIR OAMPER. 12"x.2.4!' YrOJZEO O0151 DAMPER. Sac) FL R UPPER LEVEL. --t-- PI w/vrJ. PROM Bssz, FLOOR SALES PLENUM. (AT Eya.2) 4,11 illetik 111;11111111111111111111111111111 • • I, 11 1'111111 ve twila 11111111111111111111111 :111111 ■•••• A A .so2. Ankh CITY OF itqc1V1iA APPROVED JUL 2 4 1987 COPYRIGHT 198 THE (ALLISON PARTNERSHIP The Callison Partnership Architecture PrograinThirig Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623-4646 The Callison Partnership Ltd., A Corporation M CONSULTANTS essminmenoiawmialiamil PSI INDUSTRIES,ING. P.O. BOX 3747 SEATTLE, WA. 98124 (206) 622-1252 im REVISIONS MONIMIMMIMAIMIlitanigEliam No. Date Item APPROVALS MMMMNNEWBOMMAIIIIIM,ail CRE1dHION/M1T6HELL„ Project Architect A . ORTIZ Drawn J. RANISTEAD, Checked App:oved .„, 4 / • .4 . - . •%, .,/)1 -, - ' • Registration 5HEET TITLE MIMMIMMIMMUissanwsi HVAC SECTION & DETAILS 86205 MAY 4, • 1987 Project No. Date * S!IEET NO, NIVINIWEIIMMARVIIIIIIMMINIMI m4.0,1 111111111101111111MMIIMINMENEIMPRIMmill I I 4, tkk • THERMOSTATS SAYSTA1003 %/4 'Pc W, cc 0 0 O ®p( z EDC -ECM TAILOR & ALTERATION SHOP SPLIT SYSTEM A/C CONTROL A2OV /4/ o V1=1�I 1.)C TOILET -EXHAUST FAN CONTROL D15C. 5V./ ITCH LA'( 114 \M 44-v .I J. F' 1J. f . L, 1U ATO 12, > iL-1, ' w ,o1 ., , . T !- 1 r MiLA Aa / - S 24 C. 44.0v ,s9/64, 1 YYI • B.WEAGY MG MT: CONTAOL PIELAY 24V. SPLIT 5Y OW.‘ el .115v /Icble,0 1/ 46OY /'.5 $ /60 YYY 1 1 GMT. COITPOL I (MC) LOOP TO CIHN L- iU. EMR I I Flia0AA. MAG. 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II1IIIilllihIlilllHII►1l1IIIIf IIIIIIIilll1IIJI Il111111IIIIIllilltilll II Pill I illlillfilllilllilllilll�l 0 16 /1H. 111tH 1 2 6 7 �CGit 31 �iiA= "tni���filrtled +.�l6 IiM�rtit.;f leas el H111111111 8 r i n t thia.. • D15COklwe.CT 'ewlTGM tz0v/-10 /60 METHANE GAS EXHAUST FAN CONTROL DISPLAY WINDOW EXHAUST FAN CONTROL • CITY OF 1iJ'11V,1A t P !- p R 0 V f 1) JUL 24 I:147 •7.'. The Callison Partnership Architecture Programming Planning. Interior Design a 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Widen on Parenerstpp Ltd., A Corporation 8 CONSULTANTS TRINKVIRTORMINIMIMPTINI ,....MI•.Y.uM1... MI.tl psi INUUSTUIES, INC. P.O. BOX 3747 SEATTLE, WA. 98124 (206) 822 - 1252 � ddV5SIONS ORTININERIMINICORMIINREINISIMIRM No. Date item 01i APPROVALS ITRITRIMESISSMISIIRMsinall CREIGHTON /lull t CHEL1_ Pro -ct Architect •i. MULLER Drawn J. RAMSTEAD Checked Approved rasp • • OOPYritfeHT O.9t 1)4 CA11KON PAR1WERtIa► • -.. "�f 4H+f.? ✓�.. • Registration IN SHEET TITLE ININNIMINNISITEMENSMen HVAC WIRING DIAGRAMS 86205 Project No. MAY 4, 11987 Coate p $HUT 100. ISMONSAMIIIISOMM M6.01 illlilllilli1illillliillilllill111111111 (IIlllllilliilll,ll 9 10 11 .,"4,/1'"I,..,I 12 IN ?%J�;Si•?.l�i'xi�kV �aiG��:'.y:titr = :Aw'�:.. ..+:wwitRti�rii 1-1 ' "r. —off/ 1 GAI? A i3Eu�vV ..._1; YZF Nia1/. 411, 344" 2" ATMOS. V. DIJ • - as�t4P,Ye. J. C70 • - rZ M�lE Architecture Prograrnm ig Planning Interio Design 1423 3rd Avenue Suite 300 "Seattle`Washi'ngtan 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation A CONSULTANTS HARGJS, ENGINEERS MECHANICAL/ ELECTRICAL CONSULTANTS SEATTLE, WASHINGTON 206•8826■52 NOTE'S r'LUM �IJ -1Ly UI 1L !✓'.�5 4JO1 i vi`H !2 W 15>✓ 2. -Xi 1'/ JGG 'Tc IL ET rZG�M� Tv °I��MariJ "c�ra�2..A1iG�l -�AI� Ui IJr, 1/v is IL.�i' �Z M� Ai2F GoMt�. Tom© v .P-- 11P-• -( Cau:' Lcca.-ric�N� 14'J •r .�' .va =rlc► -ate 11-1 1I'1 ' t""iW.c7 "Mit ANY': �I3G .PAr�GY. 4, ,TI.1FT. t ,Al. -Iu AP-)e. T2 4I-IO - 1 -1LET PAP�`i�a'OF °THE °" .y►°� PLl,ri�!l�j�r -'�C> 43-1c2'fG'N1''f.`zi-he 10 P :N 1Air -I ,- ; ei0") TO t.40taF31bI0 P0NA .11 4 FO C.7 i - 'L. Gt - IG°:P1 :311.40 REVISIONS SIMINIMMENKNOIDERIONSIMEIN �Gp�G ALA{ �F�XI"S ?1►JC7•i'i1CTi11J�. 0..J1-.4p,. A!••Jt2 i'-� _iit- 112+IIJC-V II-1 1I -i Arl�A Approved 4 "wH f 1 J1 t2E+ 7\ 3 UP -- f -at-i®Ne. 2" UP ----- tZG.N1c�/� 1' /4 "V pd. ' 11 12 "vl►: ur' c:1, -1 Q" .11PEA:t=f e-4- -4 i .:: 2' W iir $171.1:12rir4 V NOTE: THESE DRAWINGS REPRESENT PLUMBING DEMOLITION OF THE EXISTING BUILDING. 'REFER.. TO PHASING DRAWINGS PIMP 1. THRU PHP2.2 FOR DEMOLITION PHASING. pq pia 1Q,810V- s /UR A` Registration l' /2 " P►J.i UP 13/4" Ll. JL UP $, O J . ,'')/4' 1 4. j urn £ t J. '21 /1"4..W UPti'� /4 "vu,TO R4 4 p.q 14°W;:UA AUT2vovJJ CITY OF till4v`ils1 JUL 2 4 1987: n5 r WLD COPYRIGHT ® 198 THE (ALLISON PARTNERSHIP rd tL,6E'Tl +r' +� • ,..;ixpssvw.+r 111 111 16 TIKIN(h 1111111111 111' 1' 2 I11111� "11 11111111111111111111 3 . .i-ax lmautaste 111111111111 111111111111111111 111111111111 11 10 11 'A" e"." AM 12 • d•WiifY {=Xi�ki • tra'M)LaM�.Y� r�n'tir> 4iMM"$L�'.'dM1..�l'1rN^h�K 144. .4443rLniaJ,t A Architecture t - a,Maa, �,, Prograri ing Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 6234646 Ttie Callison Partnership Ltd., A Corporation 0 CONSULTANTS MISSIMIMMIMMININIIIMINIMI HARGIS,ENGINERi MECHANK(.AL 1 ELECTRICAL CONSULTANTS SEATTLE, WASHINGTON "'206.6626452 anent N O T E S : ; ! PIPIte1Gi UPI... c: tJTI.dE t�,1�- II°.�E� F- iCaT�r.�. Psi. 9"G1 -1 FLGC) FL.I..1% H . �OVi- M REVISIONS i -143, GI.-41- 4'0'71 -4e. P, ' PI PIP-AG A°. BCC..IA"f"e.p r ,c�LJ I Pi°'1�r IT ' C: P,rr-'10ye. C2 ON- 1L.',' Ji�M'1C�6►I"f "Ic�l --1 I�l I.:r L. t`- �1C.G1�- IAMIG.�Ia. If- 1°.�'T.4.L.L.�F',, d , New- llrol� Tt?It:..�°T' 1~T P c OMO A�F- G'•ONE?E�l�i~T�L'� h- �G7 "ArrGi �fSIP�L.>�, Date item`,; ,..a �}, •,%�P�lF`i' Al,.t�al.l- f'Ir.:.l�rY LG�ATI ©r-:� '�1►M1�, -1" al.l��/wTlvl�d°- !M ' P 'rO. c3"7,6- 4.1=t, ?Ir-10 At-iY' Ptp.IiMft-)11 -4 3 i,- IQFh11-1: 1 471* F'1 'TH=. ' At -4Y DI° :zPAMG`(, 5. -ro P44,-1 ' of TNI Pl.l,�l�l� {t--IG �Yg'T M ' AP,; TQ ,�!-�,c�.1► -�1 �: z,t� t=-, --rc? PN tt`ka r�r.�- IIr�IG� tw lr--1 J Rte. 1o' I -4h,• � UP TO 0 F-- Q .. PA- ALLlr :-* P1�; 3 r - IlG FiC CU as L PIFOIt-.l f' G OI AP,ir a. tG.! It- IPG! LOF -1G l Iet -ION/ ALl.t5'Tlt -1Ca PIPIT u-1; 11.112 °'AF',e.44 F'a -rGH PI-00P % 1'1L_US r-40-re. Z 2't O- 3•P,:.t-r Je u --- 1�2 VALVE II -6" Af3V. FLg 3/42'GN ON. -Ilk" V. DN . 1211 M APPROVALS E ,r I III CON Gr I /4 c ! I. MAKL -l1C'_-ro f !ILCea'WATER 11/211 V. ON. tom CREIGHTON /MITCHE Project Architect B.PRESTON Drawn A.HARGIS Checked Approved RPP-14,'/I e, i311t -AG A.�aCiCsl,�. -T p PIPIt-1G `1r -1 'i1-d 13' 1,6•P,eA. - P PTG-1 P'lL x P1 NOTE: THESE DRAWINGS REPRESENT PLUMBING DEMOLMON y l=' THE EXISTIN G BUILDING. REFER TO PHASING DRAWINGS PHP I . THRU RHIP2.2 FOR DEMOLITION PHASING. cuy of Ur,vilrti APP.R0 "ED JUL 2415'87 AS 14IM LrJ COPYRIGHT6190 THE CALLISON PARTNERSHIP 1111111 II 1111111 11 1 11 11 I/111III11II II 11111I111111111111II tiF • t'il,"*.44:44!Siai,leag,;44.,444i;V:10`tt414114;i.a.;4;.4,:ea,VS14, 3." k 2 V. 212 x2.. 30AxXZA . . TP/'65 C.O. -an PUMPED K rye COPPER N/ DWV FITTINGS CHECK VALVE 51.4.0415ING IN-5rALLeR 5HALL VERIFY ALL, UTILITY STUBS et ,:lfwaRT CL4VArioNs N TH PILO PRIOR TO STARTING ANY PLUMBING WORK . NOTIFY TH aNGINE.ER 'iMMeDIATELY OF ANY DISC;REPANCY. ReFerg ARCHITE,C;TURAL 4 LANDSCAPE.. DRAWINGS FOR DerAlLs OF PLANTER DAN intRio,ArioNt , . 3. ALL SANITARY WASTE.; STORM DRAIN 4 OVERFLOW srogm, DRAN' NOTEO 5TRUCTUREI„ .SHALL e3e HELD A5 TIGHT A5 PosseLe'10 STRUCTURAL, gLe..me.NT5 HILE mAINTAINKol REQUIRED SLOPE.. 4. PLUMSING INSTAL,LaK SHALL PROVIDE FLOW RE5TRIe.-TORS THAT RESTRICT FLOW TO Oa GPM ON ALL LAVATORY 411 SINK FAUCE.T5. 5. PLumaING, iNii-AL_LeR. SHALL INSULATE • WRAP ALL WATER P'IPNG BELOW HANDICAP LAVATORIES WARMAFLEX INSULATION CUT TO FIT PER MANufrAcTURaIRS RECOMMENDATIONS. PLLASING INSTALLER 5HALL PROVIDE. 4:1NsTALL RemOre. HON Nfr.relt ALARM - ANcHoR , SCIENTIFIC SERIES 1CO -3 z: HORN :4 LIGHT IN NEMA 3R ENCLOSURE, Kl/ FLOAT VAI-VE. CO-oRaNATE INSTALLATION W/ ELtcTRICAL. INSTALL. , . 7. PLUMBING INSTALLER SHALL PROVIDE INsTALL OI-ANOuTS, AT PLCOrl LEVE.L. IN ALL SANITARY 4 sioRm DRAIN RISERS THAT paNerRArt THe IsT FLOOR . PACO PIP 702 ISRONZE BODY, AUTO LEVEL CONTROL SEE NOT e ta, -UNION EXISTING WORK TO REMAIN EXISTING INJOitK FeemcNeo NEW WORK SANITARY WASTE OR sekleR PIPING . ve:Nr PFINOI STORM ("RAIN PIPING ovERFLOki STORM ORAN PIF'1NG IRRIGATION PIPING - TYP/E. COPPEI4 COLD lAiATeR PIPING HOT IN/ATER APING FLOOR DfUir,:, FLOOR SINK ,,V,et...1‘JeATNTOIRin.0 (Pf ROOF H IN/ PLOO) CLEAN OUT (ABOVE CEILING) PIPING UP PIPING, DOWN BALL VAL.VE. CONDENSATE DRAIN PIPING SUMP. PUMP DETAIL AT ELEVATOR/ESCALATOR PITS NO scALe. AIR PIPING VACUUM PIPING STEAM PIPING STEAM CONDENSATE PIPING SPRiNKLeR PIPING ABOVE FINISHED F1DOR HOT WATER RECIRC. PIPING) WOODFORD Y24 HOSE 5155 NI/ VACUUM eRCAKER PROVIDE LoO5E T. KEY HANDLE Architecture Programming Planning Interior Design SEALANT rixruFze VENT Hor L.EAD FLASHING WATER CLOSET 1423 3rci Avenue s_uit309_ ■4ir. Seattle Washington 98101 (206) 623-4646 , The Callison Partnership Ltd., A Corporation CONSULTANTS EMINEVINIESMOMMANNOMNIMI HARGIS'ENGINEERS MECHANICAL /ELECTRICAL CONSULTANTS SEATTLE, WASHINGTON 206,6824452 ANGLE. BRACKETS SECuRE TO STRUCTURE R15ER CLAMP WATER COOLER -55 WATER COOL eR BRONZE SINK - STAIN LffSS STEEL 'SERVICE SINK GA 8 RISER DIAGRAM NO SCALE. " IN REVISIONS 11111111211411111=111111111111MENISMI No. Date Item SHUT-OFF VALVE (TYPICAL.) RECIRC. PUMP—k ARMSTRONG SERIES 515 ASTHD 120V, 10, VG HP , - d G' VENT BY MECHANICAL INSTALLER -PRESSURE/ TemPER,ATURE RELIEF VALVE FIFE RELI Er FULL SIZE TO F.5. MANUAL ourLES VALVE , UNION PIPE. DRAIN FULI- SIZE TO SINK WATER 1-1EATER A.O. SMITH %- DTP- oc.)0 SALT TANK WATER SOFTENER ems. MODEL TA-0 C2A. 1-1T. F7 V_ Fofa), , cot-I -r E.-.L.ac.-rFini LII-40i-1 NO SCALE. /I APPROVALS 5818EIVRID1-, Project Architect PRESTON :HARGIS L Ne.ACE faill'EF., 2/4 43 ,++,10 LARASA. CE A.L. m146111444) 4- Lisge/L tzvfroev W.AI! f(t:er'e 4- KEFR-Ae4kATIc1•1 R41.1.1e. tgAce PP us IRAN /of, n'Drf./‹...V. N.A. Fuel. cAr-7 nriNk-4, Meo:01..e.r0E-IP14-71 COtArg-t-W3, (Ng. PIP0.1c, (13 434.10 LfrizGE:z.. 2. (7STAL. FgoViC.V. A LATERAL. ntrkGa-- aPrTe.4'1. ' veg.nc..AL PIPING _ e I. ATT,sC.44me.NT- rzCAJR.e.', AT e.u.?5e u4TeRvAs!..,)1O sq' fire. Au6r,ImeN1 CVNAKT -D4e. We.KIHT (1. C401.1-X-NTS. %,s,C.445 JPPOA-M12 tiA0Er, 4 F. ale& e raziE:r2 it 14"c AT erY...:1-1 t'i' APPR,47.et-0 META+, FLCOg. C111,11'. _ 2 ■?-6R.P.INED PfP" tbE Jf'Pr2f.1-t-0 AT t•t:T LE‹. eN/ES•Y OE Heic•rr 5 es. 11)t3r•L'a ,Ifivikle.o AT eAc+1 edratz.Y peir444N.Ve:,et L&Req,eS. 4, Par r-r$.e.-noN 6Pf. INtrPacv,45 PIPIA flFir-4A . I, FInt-161/1a.t.,5a INT./A1.147/4.5.61' IT IN Ai,.AKII-1e.NT fVENT e tr?‘')UPEW.TW 5. C.F'Part.-rueN,a1 %4ALI, tre.,:)UPPV&Te9 (,p?T. Fak-rt,041-161 Itt 1- t-,11-4...Lerk. evelt.-1 1012T. fe%F..11.421/,‘V.4 4- LAtc-ief.• tiR,AcING1 AT .11V. -01 04 0:4-11E-fk MAXIMUM. 4 FO.AC/e t.:;Acti,lei AT 801.04 as; CtiaTM, riAAMOrl. 5. Tie.N.3,-,-../ets-.e.. tmG11.1 Fcg. ctsie. nra No Aar m 1.61.4111100,-141. t FIPE-ox:GTIAJc.cl.NIMCTEV FF,..F.P.,,Jviculity..ie. IT, IP 114 ae.Acirlial 1lbu....E1, INIT1404 '24'GP114b aKite.e.P r), 14(.4 ext.^.4c1-i LINIE..5 e.frce. MAIN1 LitsiVP. , Frtx/ICe. FitYleALITY JartT13 WI-texa Flit5 l'Afi514F2‘1 tUitvit-1.14.54e.ti er rJHWe. 0461191..y 42urfeFsrg, cot4Jecr eLTVIP. -CONN. It) STRICT L SUPPORT G , MEMEER TO 15e SAME FOR VERT'L. DIAGIL AND LONGITIL, L'5. 5Er. SCHED, —ADD VERTICAL ANGLE FIR'OM SCHEDULE WHEN L" C-2.REATER , THAN MAX., LENGTH PEA SCHED PIPE BRACING:SCHEDULE : . .,„ 'I ELCENT' VOLT'S .c , TOP CONN.-, MAX.;;: PIPE (OR EQUAL) TO VERTICAL DIAGONAL LONG' L OF DIAG L ROD-, LENGTH SIZE HANGER 9 L" ANGLE . -1 ANGLE. ANGLE 4. LONG,' L.', SIZE FOR LIS * . , . .• ' ",- ROO .___,..._..—..________, aisucis 2 x2 x IG GA. 2I/2 x 2Y2 xbIG CIA. TYPE I - VZ b DO DO Wail 0 Zxax IG GA.. 2 x 2x 1G GA. 21/2. 2/2 x iG GA .r TYPE I/2 0. DO CO 2."x 2. x IG GA . Mani ' I/21 0 ................ MIMI. ' DO DO 2. 2 w. IC(' GA GA . ... OY2 x 2 r2. x IG GA .. TYPE ir 5/800 51" .. CO I/2" so 2-x 2. IG GA aX2x10 GA.. 21/Z x 2Y2, xIG GA". . ,".. TYPE "I 5/13"95, , 1" — ...............— ' - c2 DO I:20 Va (6 2YZNZYZxiG GA. 21/2212xIGGA. 2 2 x 2I/2 x IG GA TYPE. 1Z ' 4/4110 . 7'f,, , - 8 DO 5/&' 16 2Y2x2Y2 x12GA. 02 x 2%2 x / 2 GA 21/2.- x 21/2 x 12 TYPE 3Z .'...' 7//e0 43" • yi • T UDINA L. DIAGONAL ANGLE AG REGUIRE,D. (SHOKIN Darrel:, ) 'see NOTE 4 FOR SIZE SEt.' scHe.DuLe (sLope. 1 TO I ) DENOTES ANGLE SEE '5CHEDULE, FOR TYP. CONN:TO STRUc..TORAL, mEmDEA5 PLACE STANDARD cur ''AJASt-feRS -E3ETNEEN SHEET merAL * Nixr. 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P. Vt.P P'( ty,ACX LG(A1lQJ A\rboJ G15PL 1' ?A�jL•E . pPo.'Ioe. - CONOC.CP'IP AT &C)!lhP!„i.. . J -fbox AT' CoelLeINCA'. The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation a CONSULTANTS HARGIS ENGINEERS MECHANICAL 1 ELECTRICAL CONSULTANTS • SEATTLE, WASHINGTON • 206.682.6452 REVISIONS No. Date item DISPLAY WORKROOM /11'PP(11/s- /I JIM. 2a1987 COPYRIGHT© 198 THE CALLISON NARTNERSHiP ri APPROVALS aallialanallfaffilMfflahlalaKala CREiGHTON /MITCHELL,. Project Architect R.D.OLSON , Drawn G.W.HARFST Checked Approved Registration a SHEET TITLE IMBHIMORMannewmme UPPER LEVEL FLOOR PLANS POWER 86205 MAY 41987 Project No. Date a SHEET NO. IMMISMIBEEMENIIIMMensumil E2.14 r`� rLI We. DN. 10 If*T -‘; WCIPr1N.NT (AblI4e0T. f/% AT IAN/ 1 z. j . • __ �_. ,_ _._...w ..... . • n .. ...,.<. s... .,... 2- 3''t:. gl.I.e.ve AT STfhUCTUPtF.' FCP1 rE'.I.,bPt-IONe. CAP,LES. 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S -20i2 9 G1-JI%'-..1 rit1 - - . 1,. 2 1 -.213:i.. 1 :1 i .J� rz" pA --L.• I 12,0410 - 2- • ,oA A • - 144° ,.. -- 1•1' V1./E:4-.4..... I20J Q �GCwl -)ecr TO CIi�Y1Dl.6 MTV). � . OA . .Ii-I - - e„At ..te--r " ®, 13 X1111 ( 4%'121 'A/I- 1 -E L-• - _ - 22 : ; ''r 4;--f 2. 12ov 14, 14 _ ca A . A . coa. ANr t-L� 1 24 1 i U - G • 1-•-1 ii • A\liy Nog I4 •- 10 12- -' A A. C- e.,Y2 -' A1-. IV F l..tk. ti r-•, ►�Ai -.J G.c- 1'--1---- -r �• 24-1 _..._124208V -- ; 2.01 -vA 1e, -- OD1 ..JiJlc -m.- iii -. --.:.1J-1z.. 120V Iqb II- .c2A ' A.P7aVIG 1:-Ir.-4A S -iorZ I 2$ 4 v....--- i - 2x t om . » - • 1 z 1 I ? A q 0 l S - aA - _ 0 1 Qi 1:7-e--,W f4>r --- t'1A1 12 1-1A1-i1 - 5t ),1ir --- M 1,.4 .a.. vi/ /- fA; --11 VI/�r2w.- T,d, 1_4,.- 1204 10 - �, oA /3t -its : A. Coa. ' 44-- 4:71.-t. -, - 0 ,3 1 1 noV 10 - r • ea- GSA ) 1/3 t'I P A .Pizov ! t:=, 1-1 e.4Ni/a c✓' -2,0t2. - _ - 0/4.1.--i-- - 1-I t- L- - - C/7)4 a 0 1 1 l.- Tfii-ie , 1St .i -I5e-2 I20V it 2. -45A A. ' 2 Ar7F. I-JMA s- Zaiz. 2. 1 tt4At_ -'i._- 'mot- 1t-.L.... -- '-•• . -TiGIG r raAt2- i•-tr /1 .4-1 TA�t - -- 110,i* 12 -‘,A-1/sot- ;. A- carlx-74.,rro r -r;Uc� c.. 44 41. 0 I i - -1 "i �• t c�IJ1.jaerT000}Jt7. U0?.r- iCP 1. -1 2-1" t% ©O1:7;7 TA1�l.--- AJAt---t_. -- - .-► ...1= I ZO Y I`b -. . 12 ', 'i-. 1 -- A.P►2oVtt7 I-1 1,44 S -.2 `r. ..4 - r"✓.,-z - i -t t.-t_"i -tom' r =i --- (-11 ...; .ov✓A, ✓tt %-f -J 208v via - 205V 1(1) 13 -A 2 -014\V - 11,..04 • A- C.:::t2):Ai -its ii. -tom 0 Qco 41 48 _. 0 . CD1 0 ( 1 1 V;/ 2-1e- -T-Are---'1---E'- - - 39 f 1 30 371 11111 III 4 rt p ‘'-,4\1--101-1 i- Ic.,..:c -7 120\1 10 i , 72 1 I t 1- _1-i_- - ---- Aj-1C::, - 2.. oA l a SK.VJ AMPS 4- l I 1 ;c:: - r- r-t--- --- . 2ObV 4) 3OA 1 io.e, Y4-.1 -- ---- -- ---- ---- --- -- - --- G,,1--V a-/ -10%-1 r2Ai -1Ca I?OV 10 CO.CoA, I /4p1P. � - Ilfr. -- -rte... ] r1► . C.� J- ie©t. - `r4T5rt Iw, 10 - LO A - _ V'✓�I2t... .-T1V- F•1. -. •- -- . i 1- 4AI- -1 i ' .e-I t-1 lz -• ti .,t)-7,4. '.."--"pi€,%Ne___ --- -- . _ - 1 W .z T-2 : -- c 7 ' 1 \/VAL -L-- -1 L- / - - j1 1 v IG- -ris. 1-t-- - L - . - s 1 WAI_" -L-- - 4-4l P - - (45q1-- 1 • AMPS 1 w .........4.....1.-......„1.--z:-,_ .�:..� `TI s v 0 Lo" 1.A ` i /S1-1 P� -1 A . C drW A>Jt 2 i✓i.IJCa . m0 12OV 10 1- 424, A. C..-4207 AO t7 rt..Jca 1 re->;.e...-113--1 •A1. ---. \�1 1 .° w' W -le-- -ry - - 0 l \,)- 3,-t.- ..- IJ14. 1. - ZOSv 10 Ii, 4;,A 1lat�' 6vfb �J ( : IG; ' I- --1,41 -� tom- . 1 ,. i 1 tom' tit --J - -- . (X9 .. (( WA L -•-•I• -11-1 �!...L:�. --fit` I?o/ &1ift`i 3 14:1A /44-1P Vii• J1�E -T :ff- � fi�iT i►J,1 -T�, tiil -t[ar . lt,.- -i-Z L->%i r--jc.� - - (o1 6)'' ' WAL-IG -1 t-J X ..-4 - - 2 rte 1 ?A v &J 30 � 2L.►A I I /2N A 7 1 am� .0- T7 r GC-J2 t. .cA37 'FIA-, , �'Z. !°2.._.t- JWit.- \%i- -1 - _, CIA I G+:14- -'1-1 re. S0%110 to,oA 11ap, �• 1a 1 -1,--r" vW21 E o- -r,40 k - - - 11 0 I .L. -11= -r --rot _ii,...., J - C? :/. . to A; 4al.. ✓11e. - --- - - --- - . - --- - _ • 0 0 I�i,A04 ..122 is .�k-', I t lr.... G l.---,4 1 i 1.-1 .- -r . - -- - -i51 11 i$ i ,11.-•-• tl..l.- 1- I~at�1...., r--�� �.. I.._. - - - i . 1 t--A4-:r SIG, i - - • ` i _. . 20 M.' i Ir /4r -11' 9 ..14gT n),* 1-/e..)17O' . CO 1:1 ! •,A/ .,, -Ir. ---- leo v 10 J ( S. oA 15.. . I . r • WA I----t---- r✓t. ---r =- -- ' _ _._ _ C 1 vvO1,e.1G- -1-,AF ... -,:i: - -- 04 ( V�/.At_-- .L-- -- .-IGi. --tom -- ..- 0 - • _ -, •NOTES: 1. Electrical Contractor shall provide and install rough1in J -box, conduit, conductors devices, etc, and make final connection in order to complete installation of item. Some items listed are prewired by the Kitchen Equipment Contractor. Electrical Contrac- tor shall coordinate exact location of rough -in J -box with Kitchen Equipment Contracto:• prior to start of installation and shall make connection tr,,. rough-in J.-box to equipment. 2. Verify exact loca••ion.of all J- boxes, equipment, connections, etc: prior to start of '•fork. • 3. Electrical Contractor to reter.:o Kitchen Contractor's rough -in drawings before starting rough -ir. work. 4. Item4449; Convection Oven, shall be wired in the field to the fire protection system shut-off relay and push - button switch lo- cated adjacent to the hood. 3. .Provide switched duplex . receptacle to serve all undershelf light fixtures. Sec restaurant drawings for location of adjustable shelves and locate switches to clear shelf standards. 6. Provide_4'1ErMY conduit for syrup lines with 36" sweeps and extend to + $n above floor. Conduit to be watertight. Q szo 'B1 A.4 01 5t-11-13, Q K Id "tl ajc-c Pb IL 13 /K4o. I. 1 + sI- NEW PANEL K SCHEDULE 120/208V 30 4W ' 225A 3P MAIN ESFIKR. iOK. u Q W a SERVICE WATTS SERVICE a < u1 . V K u A B C 1 20 IP LTdb. P,e. TALd P)AN T _ "CZ • Con -r- - r ..e.P, Zcl 6a Ke.T rL . 48 40 55) a 1 I1 UI°af' 3 , ! 5 20 I P ,..66:0'°----; 10.8 KyJ p y �i a. c dbt; T�% D II 4 1 1111 11 72C� 9 CASH FitGI TE,P) ® 1,. ' �. 144° ,.. K.Fir1.e 1 .. $ " ®, 13 X1111 1 1 11 1, I ST1°AM h 22 20 IP 14 1350 .•144 10.8 ic.J ro l e �(0 4(X.,0,0 1,1 C. P•°IICP,o k./e, 1 lb is 17 ,18 SP i4 .1 1040 19 la. M.AK.CP1 1 P atC l86. ,P) 00 1 ° � �'13rc5 IHP Ne-ce:PT• 111Y..2.P1 'al . Ib " Is 17 19 1 11 ` Za. TOA Tti°9 0 ?1J 2P 2.8 K=4.1 23 faPIINOEACOFEP ' Md i i ? C 0+I 4q zo ®1 23 I It aotOA I IePi;NsW 20 IP 2(D • - 28 .. L.t. �� .59 22 �5��_. � - -o /Em.. • �.,� COMI rc , I riP. �.% 241 1 24 as �• ' Ifst t" 1hK -E?) t 1JALX. IN FP► 1tt.P1 �7 - 24 ism 20 f� - / - Mtc haNIA ostA 43 Zla �2a... 1' /2 t-lP. 28 k.IAU:.• IN 00:Xt.PS Gas t 7c14 ./ ,,,A • 39 f 1 30 371 11111 III 4 rt p 4 'Al2' = • 20 1►0 as iI' Si� • ' . Ar TOTAL. WATTS , /�' AMPS 111 1/....0 111.. 34 11■ !� 3G ,/ - 38 39 4 1 1 40 Il /- ....---- , 42 TOTAL WAITS 16 (p4 I4'%se (45q1-- 1 • AMPS 125 123 l22 • PROY@DE A SQUARE 0. 20A a POLE MECHANICALLY NEL": CONTACTOR FOR CIRCUITS NOTED. CONTACTOR s CONTROLLED BY E.M.C.P. *. :.ABLER . �. p1, vlo 1 �HLJIJT' TIT C,a. cry} -►tom _c � To Ot: • jr r Fia1� c 1 ' cti:e ii :,iG4t ,,( e4. a .. c. ---r- i PFb. 144601DTIc'rAVER. 9aLi+Hca'O14 53G. fA•2 120V,1T,6el G L, AI -FS* P12.000e 110v,10 Fat 1" tUFiF I, 2, 3 NOTe : i ri+ILi'fPKAI. Faz. IrJTercLetx of T /Arm' PihtJe elt104 4 >`F4p4; •IUTG44E+.1 F •MUP*.I 14 Sz Age. I F..I EK L eX..4.l .0. Go 1 12GY, I4 64 FINNS gtiLAN. 1 5 %P _. J...1..1 .1 I I .3 TAIL �.,..... __�.. 4NIMMON.M. ..J pT PO4 �. �ITr~•N • b'1 1 ec R Colo . cc441 to -44. ., in1 Larr_mel•I se-tr. -1l7 1.4r4ATiat4. frUx. c w- : i .1 ■ PILOT PI t4 •le -Tic q.TErR. 541.4,ge 10 fav3co 5561-1 4e , ao, 140'/ NG. /(`^ 11- ttzt'i. oLS. a -94 P. covR 4/f IL. 1V u4T 4- ' I)P1.h4iLiARY Ca-TA r EXHAUST FAN / MAKE - UP FAN INTERLOCK WIRING DIAGRAM 14) scALe AGDU41 IG.A L" 1'e, ItJ k 053 Mk" - IJ/ i'I.5II 5E.0' ,.& c � R 1-- SECTION A Na g(;AL4. iv f A ACDUS1I6A L+ 1 4: K I N6i r7 J Zis,14-1 •1 t4 4- tdx .t L(a pLA-r: 4 . 0/ i l' X A-j� 15AL L„ 1 TAU X MOU J T O I1,J CONTP)OL °�C:GTIO J OF A.C. LEJIT• 84 �T 24 VAC PO4I (2 VA) FP1OM AHU CAJrP oL Th F Y Me,h To Arid T .P-MENAL S LEDE:C. hrt2,5 N0112Pb Pa4,51 , i :±i is'-- fir.! G C C.OU P,OI. JIT FCJ� -- �- -11- O -IQVOC CONThOL. TO I.17IOO LOGIC COIJThOL1k1 fie, � fti TO 1JE,AP E4T LIGHTING COJTN01.. e4-11C13 PANE... cc- 18 rO re.Mp. cawriNDL 2e-1;15 re, AI1U P1ei UP')N AIP-) IX 'T aJMU1'Ne• oe.r6:44.,P`1 ALAP IM C,ONTAO.TS. 119E 9e, E.P POw!P1F.O (I'2O VAC) ENERGY MGMT. CONTROL PANEL. NO ,SGAL.� r-1 ;) 14 ,e `10EJ�JTF�U e,3 :MIND Niro Atle" HOUSE /MUSIC ) 7OV.1W HT -47 K03). PAGe. FAD - Ptah -UP ANF.A • `u' NeyT P:NN i1; 339 OhOth House, MUSIC/ PAGE; r'!D TO PAGE O■LY SPPAr1E'S • NEST PFAN 4 2q2 A9OI • .., 1W.ry. * 5et omr4 NG F0,1 quAwriTY o RESTAURANT PAGING SYSTEMS NC SCACe. NOTE : 3F.E: rovNANGS Foh QJNtJTrntc, BRASS PLUM SHOE /BRASS RAIL EQUIPMENT . SCHEMATIC No 'JCALE : . COMMAND POST (LADICO 13P)AS5 . PLO-) ONLY ) SC.f. r)h"■1,11NC;S Pr.)N QUANTI 7 r e MGZfiWING (N1"F.Nt APPLI(;15L .) -1,1_767/31k on T I(7iA HT•4'i HT-47 L TO PAGE ONur 1-10P)N5 DEPT. MGP-15 °E. TO 1At.N34\CY•t/ PAGING i1OP')NS (MV.- 2 Pe?) L,LNGL ) SALE -S FLooP) SpS •\•1C.?,S L.1D1 G'o 4 r✓Pvi55 P! tJ r-1 :OM_r SHOE DEPT. STOCK ROOM INTERCOM BLOCK DIAGRAM ■10 SChL �!J 1 OTF. OTAr,' 3 P:1-re/ ?; .I.1. re.; I.I /0 CO3J T h0!.. j VI iC: { PAG�. Nora: WHE•.F1e..• ce.4LINJG 1-il 4GHT AT Tt-1P1e•e•- WAY MIhP)oP1 Is 61.011 OF 1..EV0 MOUNT LIGHT FIKTUPIE . f (.o C( "A.F.P 1. TYPE. C)0 0 0 THh - NAY M I N NOP•) FiXTUP)>✓. L . J•P.AX rPcve. A.C.T. CttL.I1.46 Iv/ %2'' &t-e0, CONCEIti IN ..ALL pOGNN TO P,P> ,he•T FI4TUP)E. Ft.e.x P1UN5 !DAWN 1 fJ WALL CAIJCEALFA ELEVATION MIRROR DETAIL NO 9CALlr PLAN HINGE✓ MINN eA .H 51Df: M I P,P1OFi (,V• I.C.) F OP' €/r/ T'(PE.ti../ J -13oX AbOJE A•C.T. CE,ILIFJG WITH %2" Fl.E:A CCNC AU..O IN WALL (DOWN TO ?,PV J'1 .T F1>CTUNe.. FIXTLINe. The Unison Partnership Act Progrrchiteamminure g Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation M CONSULTANTS RIMMNIMINMEMMIMMIRRAMMOM HARGIS ENGINEERS - MECHANICAL 1 ELECTRICAL. CONSULTANTS SEATTLE, WASHINGTON 206. 6824452 ELEVATION MIRROR DETAIL NO SCAL&. 5H1q -7 P�t:J- 10TE:. v•OUJMF.. f CON TP,OL L MOLD AN D MI9)C. t.J..E.CTPIONIC ON *Cr) 5117E THIS Pi'ANe.L IaP MAU-) CaUI Dt. ►=oF- P1oLLING DOON-N FAX FLANS 0ONt.111.1 WALL C/NCP.Ai..to MOUNTING • R REVISIONS MIRMIMIMIRMMIRMEMIRRIMIMIMIRMMil ' No. Date Item I < 70V .;OI.S i m; 1 ( < writ II . „H T•:1] On. L....zP;Ov . j TO PgG't;'.O'h.( SPZ'AI')",1')5 ?�P> \55 PHIL. 5AL!~5 TYPE "PP' FIXTURE MTG. DETAIL (BRASS PLUM) 1k BRASS PLUM, EQUIPMENT DIAGRAM �r- •--)-- P, Or-1. P)NA\SS PLUM SAL S "i: ) 120'4 /0-1•N N tl.. �� . 701rG2.2 �. -LCH. ualCrieN PbOA Fad ril YE.,0 s - eHE0 FOPS .,CLJhrr( AID,?- M CONTACT COILING 1DOON r1 )-ACTOP' TQ INSTALL phoPe,F5 51Z.a F- 1..oQN JUNJeTION Pox FON SY.4 ITar1. . eQLlAhe. D 1ti iv. C 1c17. 5P1aSr, PLth -i :)hG5911JG PODrel 5 - • BRASS PLUM SOUND SYSTEM BLOCK DIAGRAM NO ROLLING DOOR ALARM CONTACT DETAIL . NO e4AL.t 50Uti ocx.lt P) P5.24.07 TAP: PLAfE".P, °CUNLIFT) PSNM• 1 LINT. oUT N N ZS, 1 t , MgOD nl /MPjgel t3F G. OL.1T I OPY.F).,\TOFD mlChC)Fi-IONe,1 N st,41;;,r,19•:'Iy1: -) . .......�s.»' #�oliGC.�a�.A.s..sa wwn r, T. 20 8 A.l`-hr 11- LaNpING ooce) TOJ . DISAP.L..t r6 J I T t� PC. ) AMP {5j MAIN CONSOLE WIRING DIAGRAM - HO SCAl.E - 1I MICh;OP IO.1t:. (1)N4 -10 53:.11 -15C 1 ,/C 4 n 72DI SsJI T:.-f-1 PAGE'. AUDIO P 1P) E5r -EiLc.o v E,f.J O P) TE.LC;p AF i & r4 U%15 C iIMS 111'1'1'111111111111 0 1 .A • HUPa6Y...L 1.G. 53C-I COUP RAT.- SMALL Pt.. LAP .)trl- F..0, .. WC-P -1 !ONLY'` P ,a'f CONTP -ACTON JUNCTION PDOX II•1 CASCn!Or'1is': FLY A . Q h CONTPvVC,TOP se, -e, Nor e, f- TF.1.•t.P- 1o1JF,, WALL .JA( we. 404),I.1Ci?T;�tJ P.L.E.C•T?1IC..S�. GOr.I►,IG.GTION DETAIL -. NON 2152 TehrlI1•IAL UNIT ctONIJE:G T'3 TEJ THIt,, UACI11 1'br E` .L.,s,GTNIC:AL. CON T NANcTOP). F XIP�LEr co iOIJIT FAY Cee.WoP,►" ----' --.` c.Q1 JTNACTON. F1tJAL CONNFJ.,;tTIC) J TO FL-CO?) 1 0S.. P:fr rP1l C.AL CANT?-y 707). MINIMUM 0" Lek'C•irri OF- ■CN poEJe.h l i' P.:..F.GTNICAL CON TNMTOh. NC?TEt Di TAIL OF- CASHIJPW 15 FOP) •P,GNT 07'1 IJL.AN0 NP AP, P?AChk..11W) OP) NOS!. ACaAIKIST WA:.L. kJI!.L. Pie. a31MILAP7. TralE:, FILIAL CGWi-JC7IOI4 OF' CAA, TO F"LDOP) PO)( FOP) Pol.- 1P..1') PLY E::.�.CTP,ICIAL CON rPZAGT01;`1. I E.Ec1 LAICAL COIJ rP,ACrOP, • sr 4%LL. L>;A'JE. A ev, PIGTAIL F-L.cor) bOX. 11111111111111111111111111 ;'1'1111IE111'1,1'111'1'1If 1111111 1 2 4 . . 5 t If the micro he. P•) TC) AP)CHITE.c rUNAL. 0P- AtJIIJC eo A-4) S 4 w F-OP) olt1t;1JSloi•l LOC.ATIOhJ OF F-1.00h PaOXE.S . rl-1& !_ T OtJ FWcts PLANS DENOTE::, 7HE:. CCN i eh owe. Ftoo?1 Pally, OP) THE:. a. •mE''t OF A CcP,QUP OF- F-1.00P6) P)0)4 :e,9. . 0 _+'IAIJ HAT M 57IO I C..OND t� :ICaTH F1~ ;JM PLOQN bQ'. ibe, 12' -0" T1TICAL 2 • LOCATIOVb OP's A' NOT&D QN PLAVS Pb -f' e.L.E -O T N I C L. COI•I TPys.CTOP1. P1,4AI1'?I•E. CONDUIT PLY CAStoklohr) GONTP- AC:ror�. OUT (Awe. PE;;,r.10T E:S ek.E.C- LAICAL. NON 4) LAC '\T .D IN CAaj S coet, -C,AG?e,t4ohri PLANS POP) 1OCATIo1J. CASHNP,AP LO ATIoN LOCATE:. Ei•J FtWOh De -1.014 C40 E✓ A5 klore.12 DI M E: NSIO J e,p ON AN CHI TCCTUhAL PLANS. CONDUIT eyr E..L.E6TP11CAL C NTP \OTOP, CASHWRAP• COUNTER WIRING DIAGRAM NA SCALZ 1 11 1 1111111111111111111111111111 11 1111111111111 11111111111111111111111111111111111111 '1'1111111'1'1'1 6 7 8 filmed document is less clear than this PL A� Dtr�1E.NSION ( off f\het1Te .TUPlAL PLA .J ) Al i Fte 'CrD !I '!At 1.,. -7e� - 7 -' - -T 2 I A°.05 • Ci''■TA P1 OGN WX TP.i.E.P1EONPi f- i.GOP1 i7Q( ISOL.AT .0 POINIE .P3 I:LQOP•1 P?0]C Ws) . OI- PleZ TAC1.e. • 21 APPROVALS MORRIMMIIMMMIROMEMEREMIRal CREIGHTON /MITCIELL Project Architect R4D.OLSON Drawn . C.W.HARFST Checked - Approved ,$0 9►fkfgOP iJ+ ° : M..._ m . • !° itni 4-Z" o /SSE oti . GU!'Y OF 7� 1t VILIj APp?'n../ t.; , 115,. �I: JUL. 2 4 1987 lteyistration CaNOUP Of- • FED FLUSH FLOOR BOXES AT, CASHWRAP DETAIL NO 'CAl.l;. COPYRIGHT t1 198 THE CALL1SON PARTNERSHIP 9 10 11 loam V.!.F V V 1N1 12 M SKEET TITLE RINVIRMRDMMORRIRROMMI ELECTRICAL DETAILS 8.6205 MAY 4 1987 Project No. - Date M SHEET NO. RiMMIMERIMIRBERIERMOMMORRI E8.1 vionsputimismispa VDA MON I TOP') .. . P ,c.L P; P bhF 5✓INCi 0 P,OJM EsQ VCa P»hl`:J') � NE .1.. I, oo 3 P:1-re/ ?; .I.1. re.; I.I /0 CO3J T h0!.. j VI iC: { PAG�. Nora: WHE•.F1e..• ce.4LINJG 1-il 4GHT AT Tt-1P1e•e•- WAY MIhP)oP1 Is 61.011 OF 1..EV0 MOUNT LIGHT FIKTUPIE . f (.o C( "A.F.P 1. TYPE. C)0 0 0 THh - NAY M I N NOP•) FiXTUP)>✓. L . J•P.AX rPcve. A.C.T. CttL.I1.46 Iv/ %2'' &t-e0, CONCEIti IN ..ALL pOGNN TO P,P> ,he•T FI4TUP)E. Ft.e.x P1UN5 !DAWN 1 fJ WALL CAIJCEALFA ELEVATION MIRROR DETAIL NO 9CALlr PLAN HINGE✓ MINN eA .H 51Df: M I P,P1OFi (,V• I.C.) F OP' €/r/ T'(PE.ti../ J -13oX AbOJE A•C.T. CE,ILIFJG WITH %2" Fl.E:A CCNC AU..O IN WALL (DOWN TO ?,PV J'1 .T F1>CTUNe.. FIXTLINe. 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L1c3E 5©LDEP,L.e.9S (DPW.) 1~JJo CONN e.C.TONS P-OP, ,PaL.E GONNt.C.TION TO IJ.C.h. 750 J•l ?xxa�CEaa. rYPIC L.. GP,ek.N 'rJIP,t.,C7Fl :'r -a /P O PAIN)D•C.'rRANSMIT "C," P•eo NIP,C.( F eer-1 /pea, PkaPti) D.C. TP,°,NSMIT - FmAc', kJIP,E (P.>1J /YSL.t..CA-I PAIFL,) D.G. Fueoe -ve. YEL-LOW WINe (PSI..bC , Y.LI..UI -I iwei)o.C.•peCilevet. 0 TPb•I C. xr1 1T TPa• 11 TD'S. i5 CJ•G. P.CC. I I A.G. It MIT rP,•4 n•G.''�EG,I aid ALA- WIPING CAP THE: - MANH?.JTNJ M-'897101 cADLe. R4 He. ?SO J -PaOX SHALL PaE: OONe. IN A W AT AND C.1 AN MANNe.h . 10 10 2 it 13 13 14 4 IS aH ;e.LO DI",AIN 1.11 P $:,S fP,E To Par: GhO Ut4DEd7 AT tJ•GP,. 7EQ J-P>os ONLY . CONNfsC.T To OP,0UND 1EP111hla.L AT ONt. PANT Aeb 5H0NN• 10 '4, ® (ID ® ® 4D CID P, 14 le) IG. N • C. P,, ? O J -5a( MOUNTED oN PO 5 . 9Y9TE.M R. ,Cic.PAIN P+U 1e2 piNailoao 13Y NC+?,9orfkOM A,'■© INSrA1.460 et( E(.ECTNICAL CONTP,AC.TOP, . Pa TOTAL 5E P0.9. 0Ye TEM Ni e.FS O1AGP,.4qM ON THIS Iee.r P'OPti SPACING A140 MOUNTING LoC 11ONS or- 7 •J -P0X�S ON PO.. P.ar',CY•,)AW• caNNe.CT ONLY rHo9E N.C.N . CAPaLE9 PP-01 CAOHNPIAp6 PIPPF.CT Pi(' NOP-it:) TNOM. COIL P,EMAIWP P CF CAe0..e 04 fb44.wf P WITH It7ENTIF'ICATION TAG ON EACH E.IJP., Coq h1ECT10W OP MCka!• i'rera 1 memo l CAESI4. WNICH OEPsVE THE N•C.Pti. 2GOO Trle.F.MAL PP,INreN SHALL Pbe. A9 PoLL0YJ5 GPlezKi f'�LACY, YLrLL.0J THIS Ah A I9 USt O PON coNNECTIOIJ OF- THEe, N•C.P,. 2000 1'1- IEP,MAI. PP-,INTEP.1 N J-bo$ *3 ONLY. Se-I: vErrAVL Cpl TH15 �HEE3r eoNNt:G.T r-aP•, ALAPsM• P,FMoTi; A.APlM lop LA:VAMP IN PACI(.AGe./ 9F.('.JP,ITY P,M. 3It7 • P,UN oJ-JE Ft C2.43 ALANM r-P,OM J -iDOX 1, 4 47 c)JLY. ALAhrol PUP,NISHE l3Y IJ•C.h. IN9TALLF.P P.Y e•LEr.CTP,ICAL CON T1 CTON 0.0 L C" Lf :NGrrl Pbu.la/ o pA)P, Ap■oLIND 0tJTI DE OF CAPa.I; ISJ NFAT MANNe& , TYPICAL. To 14. C. PI, 20000 THeP.t -IAL PP+II.1r&A GAPaLe. L- .JIPIW ro J-Prt7>� Pa-r =QOM Ilk\ LAI2EL. MANHATTAN M-67101 ELF hl/ NUMI5Eh5 AS SHOW ON PLOP, PLAN. ti 'L')P 40( W I P,E✓ N1AP',he',S. cpHie.L.f.7 Gi Lli.lf3f~{?. - N.C•Ih. 7Cal OI!'.ITAL CA.9g2L,TTe. TP,Awc9E09‘1T -- CONKJ oT P•IN191•ie.b 1NTf ,l' -Ac:• CPL E3 // PtoAP rD ot4 N.C.N. 7aI rOTAL.OF- rHP,Ee.. �/ O►4e1 TO eV ON TOP OP eA:.M 7 r✓-1. DIGITAL q .)HAFING-t --t • 1.Pa.N1. X174 v- MoO)1 5r1 • 1 -71-1;1:21;) LIPPP, LEVEL. OO JOUIT 5TUt)PaED OJT AO Ve.- CF/a•,LIING CAF 21-10 F•t. h FOh P•4.5 CAP�I�S. 4 "c. 'TIE ,L) '1'PJLicTLJP,e.. --- it-.1 P- 001.01 241 POP, r?o.' . c.4\00t 5 HL1 8t.L.I.Ca- 4710 rEJ1TLOC.L.,aa• "IJ•C.h. 751 0..0JCENTMTOP1. 4 "C, 9'Tre`,L.ic -rU I1-1 P,OOM rnc" he,GULAP DL19LeA htdCtPTAC.J.E • 11111111111111 III IIIIII111111111111 11111111I11111111II11 `111111111 G h: DIGITAL. CONet,NTP•.TaP,9 1..r..:+OS•.71' 0 11.4 PPI01.-I T OP t1U615F„L.l. L.G. 55G2 FOLOAft,11, hezePre■ot.t (ia I.G. ry e Au )‘} Ht16E t,L.L L4% ,$bc t Nt!.C.t:PT Le. DATA C JTLET -1 EJ CA9J•1 h1 F'AP CO.JD.11T 9rdbN D OUT AP /G CEILING co- F+PT PLCX,P1 FLOP) RG•9. CAPSL efb. NOTATION AFFIAED TO GAPaLE. IN CA9HNP'AP W P h Dr tJIP,8 M ',Q. TYPICAL. F•OP) UE. DATA C.APV.M r � Pt.00p, pL.'wJ . PI N/M. C.®NNt: 4,TION PaY tA.E' ..rhI C.AL caN T CT0h.' e- raeiTAJL$ CN rHI6 gf•t ,T ZI- iLJFbPJEL.L. `Lc?. `2.4lO "r-•G too 2>a c h•fr 1. r, -t tit is 0 • JUL 2 4 1981 / 1ST rte. P.O.S. SYSTEM RISER DIAGRAM N4 SCALE � �T COPYRIGHT@ 198 THE CALLISON PARTNERSHIP • The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646' The Callison Partnership Ltd., A Corporation Jfl CONSULTANTS HARG}S ENGINEERS MECHANICAL / ELECTRICAL CONSULTANTS SEATTLE, WASHINGTON 206. 682.6452 V. REVISIONS No. Date Item 8 APPROVALS Q$E1GHTON /tV1BTCHELL Project Architect ! JSON Drawn - G.W.HARFST • Checked Approved Registration Pt SHEET TITLE,OXPEEMMiniiimanuntell P.O.S. SYSTEM RISER DIAGRAM DETAILS ;. 862O5 MAY 4,1 987 Project No. Date • SHEEY NO NERUNKUMNinimmann E$.2 LkiotAlt 0 MAIN DISTRIBUTION PANEL II SCHEDULE I. EXISTING 3000A 3P'MAIN SERVICE DISCONNECT ¶iO REMAIN SAME. 2. EXISTING 400A 3P DISC w /400A FUSES LABELED "EXISTING PANEL PA" SHALL NOW SERVE AND BE RELABELED "TRANSFORMER T -2 ". 3. EXISTING 400A 3P DISC w /400A FUSES LABELED "EXISTING PANEI, PR" SHALL NOW SERVE AND BE RELABELED "TRANSFORMER T -3 ". 4. EXISTING 600A 3P DISC w /600A FUSES LABELED "EXISTING PANEL PC" SHALL NOW SERVE AND BE RELABELED "TRANSFORMER T -1 ". 5. EXISTING 200A 3P DISC w /200A FUSES LABELED "EXISTING PANEL ATB" SHALL NOW SERVE AND BE RELABELED "TRANSFORMER T -4 ". 6. EXISTING 200A 3P DISC w /200A FUSES 'LABELED "EXISTING PANEL SHALL NOW SERVE AND BE RELABELED "TRANSFORMER T -5 ". 7. EXISTING 800A 3P DISC w /800A FUSES LABELED "NEW PANEL nu TO REMAIN AND SERVE NEW PANEL M. 2A & 2B" 8. EXISTING 600A 3P DISC w /600A FUSES LABELED "NEW PANEL Ml" TO REMAIN AND SERVE NEW PANEL M1. 9. EXISTING 200A 3P DISC w /200A FUSES LABELED "PASSENGER ELEVATOR" SHALL NOW SERVE AND BE "SPARE ". 10. EXISTING 100A 3P SPACE. INSTALL 100A 3P DISC w /100A 3P FUSES FROM SPACE #19 TO SERVE AND BE LABELED "TRANSFORMER T -8 ". . f "4> G TNt-1 TP-,44- aaPhMSPI 'T -7 11. EXISTING 100A 3P SPACE. INSTALL RELOCATED 100A 3P DISC w /60A FUSES TO SERVE AND BE LABELED "AUTOMATIC TRANSFER SWITCH ". 12. EXISTING 200A 3P DISC w /200A FUSES LABELED "FRT. ELEVATOR" SHALL NOW SERVE AND BE LABELED "SPARE ". 13. EXISTING 200A 3P DISC w /200A FUSES LABELED "PANEL 1A" SHALL REMAIN AND SERVE PANEL 1A. 14. EXISTING 200A 3P DISC w /200A FUSES LABELED "PANEL 1B" SHALL NOW SERVE AND BE RELABELED "PANEL 2A". 15. EXISTING 200A 3P DISC w /200A FUSES LABELED "PANEL 1C" SHALL NOW SERVE AND BE RELABELED "PANEL 3A ". 16. EXISTING 30A 3P DISC w /30A FUSES LABELED "PANEL SWA" SHALL NOW BE REMOVED. 17. EXISTING SPACES 16 17 18 & 19 TO BE USED FOR NEW 400A 3P DISC w /400A FUSES TO SERVE AND BE LABELED "TRANSFORMER T -6" 18. EXISTING 100A 3P DISC w /100A FUSES LABELED "PANEL 55 ". REMOVE AN' INSTALL IN SPACE #11. 19. EXISTIP'' • GA 3P DISC w /100A FUSES LABELED "PANEL 3A" SHALT I' BE RELOCATED TO SPACE #10. 20. EXISTING 200A 3P SPACE TO REMAIN. 4 e" 6� 2" /C:) -rt.414 G`!. s" 11 TRANSFORMER SCHEDULE • Motif -ITO -ICS 1.4Q, Size, voL-TAoa. 7-1 4EX VA Tra weY/ 120 / I FP,OM T -2 112, NA • ._.._ -r-3 22* NA 7-4 -75 r4IVA : -r -c if It,VA "T-00 • 112.51 -1VA 7-'7 30V,VIA ? -e, - 7oF',vfr NOTES: 1. ELECTRICAL PANELS, FEEDERS•6 BRANCH CIRCUITS TO BE REMOVED IN SEQUENCE AS DETERMINED BY PROJECT PHASING. REFER TO PHASING DRAWINGS FOR SE- QUENCE OF REMOVAL AND DISCONNECTION OF EXISTING ELECTRICAL SERVICES. ELECTRICAL SERVICE SHALL BE MAINTAINED UNINTERRUPTED TO ALL AREAS OF THE STORE WHICH WILL REMAIN IN OPERATION DURING THE CONSTRUCTION AND REMODEL. PHASES OF THIS PROJECT. ANY TEMPORARY INTERRUPTION OF ELEC- TRICAL SERVICE TO PANELS OR DEVICES SERVING LIGHTING, POWER, TFJrPHONE, P.O.S., HVAC OR OTHER SYSTEM NECESSARY FOR NORMAL STORE OPERATION SHALL BE ACCOMPLISHED DURING NON -STORE OPERATION HOURS AND BE FULLY COORDINATED WITH THE OWNER & THE GENERAL CONTRACTOR. THE ELECTRICAL INSTALLER 1S FULLY RESPONSIBLE TO COORDINATE THE MAINTENANCE OF EXIST- ING ELECTRICAL SYSTEMS THROUGHOUT ALL PHASES OF THE CONSTRUCTION UNTIL ALL EXISTING SERVICES HAVE BEEN REMOVED AND "NEW SERVICES ARE FULLY OPERATIONAL 70 ALL STORE SYSTEMS. 2. ELECTRICAL INSTALLER TO PROVIDE AND INSTALL CONTACTORS, CONTACTORS SHALL BE NORMALLI CLOSED WITH 120V COIL 6 FORM "C" CLEARING CONTACTS. PROVIDE AND INSTALL 24VAC PILOT RELAY; IDEC RH3BUAC24. RELAY BASE TO BE IDEC SH38YY05 OR POTTER BROMFIELD 1185 FOR INTERFACE WITH ENERGY MANAGEMENT CONTROL SYSTEM (E.M.C.S.). 3. PROVIDE ISOLATED GROUND SYSTEM FOR NEW PANELS IE, 2E and TE. RUN FROM EACH PANEL TO A GROUND GUS BAR INSULATED FROM THE MAIN DISTRIBUTION PANEL, WITH COPPER GROUND WIRE IN ACCORDANCE WITH THE FOLLOWING TABLE: 0' - 150' USE #4CU. STRANDED 151' - 300' USE f/2CU. STRANDED OVER 300' USE II1CU. STRANDED RPlAr-Isr-oP,t- nee, ,,T 5 •I%4'4 402 1.1■- ►" 4 Co -en Est' 3/Q 74-1k4 11/4' 4 4 Z 1'41e-co -rN1,1 #�.IGt✓-r I��JEp- h r-ie P, AUTOMATIC T)IANFVP) �W I Tc.1-I C,OA 4POL & PP,ovIDew 4 INc5rAL.t..w. Pby EL ac, Goo -1TP,, E•)C1TING vl.Au'.4 olsrhIPaUTIo4 PAt'J . IL 21 1 /4 e v'4 vaCP 41•.! 3000 IL 1--1 1 11 rill FmAOOA l r -I sl .p,\11C ..' '� I I 1 014 .!..1 /G.P..1. I PFD- 1,.7C.-r'0 -1 - CaA 39 GP,Ct.il'1° Qb - e.P,1"iG1J4Y O1-1 GEhf.+. r 3440 p•M 1g Qc.e ee.Cillok4 G.T. GOMpNa c', ,,,,,\ . ' --C) 1 i__T__el 1 H- ---Ii______Qi .1_____oi CD ( 1I __1 L I _o ay__ 1 i' 1 4lli QI 1 ®I 1 2 I' o 3 /Ca T N 1.1 412 '°I'1. W C.1.1-\ .'- I/c c U. ' o9 '2 + Vo TN wi 1 II I I� i H ; , _.._.___:- T ate .4±t ZTE114c.0 21/2" 4* 410 T140 I I %�•n 4t 2 "r14 1-i 2114 * T1.11,4 cU. --- I / ©'T'NW CU. 2 2 "4'6 T1�4.1 Gli. rt/ /77 /te4 "77'77 2 FsXITIIJG MAIN fDiVrIP,aLJTION FAt.1a1. 1. TO Fse. PEI- 4ca•l:..o, cbee NO-T 1 0I,1 Al-4© �?,A�- Ilr�lo9 P1.1e I . I T1- IP,I..I 1 -1-le 2.2 Ii' E) I r(1N -1 r�1,o "tom. Ho-re tt I or-1 71-1 Is X31 -TI T AHD P41A 11-3 Dr�+p,y.11r -.IG� t✓'HF 1.1 'Y1.P,t.J F'I.as;2.2 /22 / //%Z' i / 127=777Ti_ "4 2: 1 - e.CIG6TIH G G3'e.GOkIoAW,Y • e.P\vtc, .t-ICJ- 9D1 P 11-f Got- IGP-+e -r. TG VI OP T.T. THI ND FLOOD, UPPt:,P) Le,V6,1.- , hoar- 11 /4" 40' 2-11.41,4 - II /4 "4 *ZTTIN 1 e,)kiVING 1 PAN e.L1 ?AI T© 1 IMC7VEo b1 -1-TN Ins! `T I/O cif. • 'TP,A1- Ic33F0P- it -i91a, °'T - - II/,4r ►ar! U. i"`I1 Plo Gov,. t-40-re410 1 Z ?4k4 i P,4tsiePonti'IEP' -2'44/Q -71.4t,-I 4 • Z M41 - i .t-IQ -r * 1 -- oN.-rw Ig ANT. ►/p -714A CU. 2o 2 "4t 2 "4g 3 /Q-r -1GIJ, i i!iX vn i. 7'] PAI4 pa -c✓ , Mc' /oi • 1 I. eAi riNG 1 . CIsTla Nc �. PA�I�l.2D PAstJ1✓1,, I -TO Pbe.. 1 -ra Part. 11 .._... -1- The Callison _Partnership Architecture Programrning Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation 116 CONSULTANTS HARGIS ENGINEERS MECHANICAL/ ELECTRICAL CONSULTANTS SEATTLE, WASHINGTON. 206.682.6452 i BE REVISIONS No. Date Item NI APPROVALS ENNIECOSESSIZEMINIIMINgs - 1 11 J 1- 4r, vo "rrlt 1 `-1-4 . 2 T1.16-.1 CREIGHTON /MITCHELL Project Architect R.D.OLSON Drawn G.W.HAREST Checked -•r a,P �P,r'i P' 2 2 "• 4/oTI.414c4J 2 &2 "4'5/o°rh1i-I 4 I/O c4i. ,%!i t.i .I /O c•LJ or-4 1141$ .se-a, Harm 0 -- O:-1 - riAt.3SHEET t�1CJTiw it 1 0144 YNis Wl- 1C✓��' 4 .3 /Q -r1.41,-1 PAP-6..G -ro 13L=• eNemovect vJJ r r �1 iiixl$TiWO wt,,IriNG 1 t P,NFJ.. 5 I 1 l "wit, G I 7p ?.�> TG;d Pae, 1 I N1O\/ D 1 . 1 to1ftr--lov..,A 1 1 1 1 I '''-'" -J /V-- - -_ J_,1 �� • �xlebD JCC �X1br!NG , P.to ilbe. • I I i O/ V 1 1 1- I t N�1•) 1 1 1 1 1 01/-- - -1 if- -- I 1 �sX 15TI L V 1Pk1.41.A I 1 fv,JD I f 1 I 1 1 I IPAP }- 2otJi..J'r -17-1DH4 jv1iR 1J\) ICI t .L 12o /206V bcpdN I Pal,.r�,tz,ls✓w� - p. 1-4p:ot..A'T W -7 Pbto." WY t I .% 0 E JUL 2 419f,7 >bi- r,r�lrr, .!*a,,.w:.... I • F1NNT :h • 2 I POWER RISER No ecA1.t 11111111 111 11111111111 111l 11111111IIIII111It( t1111111111111IIliI111l1111illllll 0 1G ill•. IIIC.. 1 I111IIl1I1j11111I1It{I 1 IIII111I111{) 1111111 ,IIlilll{11111111111lll{i 1111111111ll{111I111I I .�, 9 1l/ 11 Yffi nl f.,DU.NV 12 4315'4 61-o" oil eislo, Ho-r .4 COPYRIGHT ©198 THE CALLISON PARTNERSHIP ,....- r...ca,x.ry Approved Registration. w SHEET TITLE ` POWER RISER & ONE-LINE DIAGRAM 86205 MAY 4.,1987. Project No. Date IS SHEET NO. E8.3 is ` '7CO tt9+9s r-4emorr. ,...,.. .. • Ifi • PROVIDE A SQUARE CONTACTOR r 14 PROVIDE A 5QUAkE CONTACTOR r lb PROVIDE A SQUARE CONTACTOR m IC. PROVIDE. A SQUARE CONTACTOR 4* id PROVIDE A SQUARE CONTACTOR 41. e• PROVIDE A SQUARE CONTACTOR at i ' D. 20A '2. POLE MECHANICALLY HELD CONTACTOR FOR CIRCUITS NOTED. CONTROLLED BY E.M.C.P.s CABLES , D. 20A 2-?OLE MECHANICALLY HELD CONTACTOR FOR CIRCUITS NOT: D. CONTROLLED BY E.M.C,P.a" CABLES D. 20A 2 POLE MECHANICALLY HELD CONTACTOR FOR CIRCUITS NOTED. CONTROLLED BY E.I1,C.P.• ' CABLE* 0. 20A 2 POLE MECHANICALLY HELD CONTACTOR FOR CIRCUITS NOTED. CONTROLLED BY E.M.C.P.* CABLE' D. 20A a POLE MECHANICALLY HELD CONTACTOR FOR CIRCUITS NOTED. CONTROLLED BY E.M.C.P.s CABLES 0. 20A 4 POLE MECHANICALLY FIELD CONTACTOR FOR CIRCUITS NOTE'). CONTROLLED BY E.M.C.P.s CADLEs NEW PANEL IA• SCHEDULE piNi GROUP INW �22'SA • 272[480V 393 4W M.L.O. ) IX u a lu J .SERVICE' T5 WATTS -Y� _ SERVICE'. j!1 �L a d w § -"-- A B C w 1111 ?D we, W6 t1 igi,I y I%blz, 2620 _ L.'Te3, .61% ;r. • 29 le 2 3 ' 1111 r♦ �" "0. ad. O� -.I, - F-Ar2.. i ♦, I- -'. ' �pI Ft4°KT *5 a I 4 ®1 1 .. . , ■ 1■ Ottq IiJf)IVIG�11,°�Lt�a'I' lin ti 7 100 sr I?9;•'1•QFpf � Igo �) � ,N6dd r°• 1 Hz a'r M� Ira kit 11111 a 10 1 to 12 ' II 11 13 /2e- 1■I . • 11 8 :°124-1- �M 11 9p1cerve 1511 25 2' � 11 1 11 1 3F 1■ 1 :AlmF2-. � .___,_, '�'7'' ocv 1,'_ -11® lair el 2J 20 2 e -7, 4 ao‹..44 CI 1 ■ t ?�! lu r' Ill" X31111 a7 RI Wee 10 14 16 la • lei..0 25(0 • TO1 AIL' NA Ist I'L,.TL t Oki 170 �� Lt N, . r At-di P, �1 -•7 1 . Li': #1.--7 2 ° 1 > : 4r I is zE 24 .., 1✓ c'�,I-lo 2, 11 111 " 11 F I.i- 41- " I E1 2 . -�2.1 i I-.;1 Csl�¢. 1111■■ 11■ S i ,� . ?• 7«4, �l,T: I -� 3Al0c ■,.. Taw X400 F1.'ra2,6 2 -Its _ % �+ = �L7.G, 1 -`I' I=I . *2 -!5 #2 -14' III 32 33 lR Iffi 24 101 ■ 3 ",. 1 J2 �.!7.c,X1,.3 4'I�1 -•�j 1 120 ei mop- '7'�`" Rill iIig _ I 120 1240 5P CIXAt,HTq� Moro- i°rLecref . HaroFt. 40 " 31 11 � 39 I 41 , ILL -I.t'' tl �,, 28 Ih 1-1.f? 17?l0/ 40 v 1 1 �;_X) 41-W .� ri 42 TOTAL WATTS 3,11145 1/ 55.515 i.,7 , i W *4-T ' ' AMPS 131 ir65 ill 1� ■ PROVIDE A SQUARE CONTACTOR r 14 PROVIDE A 5QUAkE CONTACTOR r lb PROVIDE A SQUARE CONTACTOR m IC. PROVIDE. A SQUARE CONTACTOR 4* id PROVIDE A SQUARE CONTACTOR 41. e• PROVIDE A SQUARE CONTACTOR at i ' D. 20A '2. POLE MECHANICALLY HELD CONTACTOR FOR CIRCUITS NOTED. CONTROLLED BY E.M.C.P.s CABLES , D. 20A 2-?OLE MECHANICALLY HELD CONTACTOR FOR CIRCUITS NOT: D. CONTROLLED BY E.M.C,P.a" CABLES D. 20A 2 POLE MECHANICALLY HELD CONTACTOR FOR CIRCUITS NOTED. CONTROLLED BY E.I1,C.P.• ' CABLE* 0. 20A 2 POLE MECHANICALLY HELD CONTACTOR FOR CIRCUITS NOTED. CONTROLLED BY E.M.C.P.* CABLE' D. 20A a POLE MECHANICALLY HELD CONTACTOR FOR CIRCUITS NOTED. CONTROLLED BY E.M.C.P.s CABLES 0. 20A 4 POLE MECHANICALLY FIELD CONTACTOR FOR CIRCUITS NOTE'). CONTROLLED BY E.M.C.P.s CADLEs /1 j .L PROVIDE A st1UAUE D. 20A 2. POLE MECHANICALLY IIELD CONTACTOR FOR Ct1CUITS NOTED. COHTM iOlt a 1J " COHTROLLEi) BY E:M.C.P•s CABLE • • 'PROVIDE A SQUARE D. 20A 4 POLE MECHANICALLY HELD CONTACTOR FOR CIRCUIT: NOTED: CONTACTOR - * CONTROLLED BY £.M.C.P.s CAtILE'r PROVIDE 2 SQUARE D. 20A CA POLE' MECHANICALLY FIELD CONTACTOR FOR CIRCUITS NOTED. CONTACTOR s IL. CONTROLLED BY E.M.C.P.s CAi3LEs PROVIDE A SQUARE 0. 20A 4 POLE MECHANICALLY HELD CONTACTOR FOR CIRCUITS NOTED. CONTACTDRa I1w1 CONTROLLED BY E.H.C.P•s CABLES •NEW PANEL i G SCHEDULE P141_ GI -GtiP INIAf 120/208V 30 4W 226A M.L.O. u _ U a a w o a• SERVICE' WATTS SERVICE a d w § d U A B —T—C C ?D 1P Reef: Cr I,vs,26 2 5ti'o PP J L,� 11-1 1z r, i Fr 0 1P 2 3 ' 1111 r♦ �" "0. ad. O� -.I, - -- i ♦, I- -'. ' �pI Ft4°KT *5 I 4 ®1 1 .. . , ■ 1■ Ottq IiJf)IVIG�11,°�Lt�a'I' _ ti 7 100 sr I?9;•'1•QFpf � Igo �) � ,N6dd r°• 1 Hz a'r M� Ira kit 11111 a 10 1 to 12 ' II 11 13 /2e- 1■I a I o 17:. f 11 8 :°124-1- �M 11 9p1cerve 1511 25 2' � 11 1 11 1 3F 1■ 1 :AlmF2-. � ' tai �f, w Naot �I . Woo s1 14 Ib 13 _ -t- 14 17 s Wee 10 14 16 la • lei..0 25(0 • TO1 AIL' NA 6'1 10 la Wria Lt N, . r At-di '4' -no , �1 405- . 1 : I is 1 am, Mt uIT9 18 PWLAYINlir.171W11 18 y i7 111, I 1111■■ 11■ . . 7«4, om ♦♦ le ■,.. . PAW t4 (, = I III 18 -•p ;' 4. Iffi 24 20 ■ I 1 J2 °T: LH le rd • 0^' • NEW • PANEL 2A SCHEDULE PNLGROUP 2E - 277/480v 30 4W _'2d25A M.I.O. V ?� ¢. 1, WAFTS SERVICE' SERVICE .0 d AC SERVICE A B r 1 ' � (p ��' 2E>�Cl�L�, D�.�AY LA, �•r, Il2o - ' REGC�fi Li. � .�' � 20 1 p: 101-t-12. C J'n2 .o _ .., F 5 ■ I 11 II ■ 111 I1 HIM 1 •�T�- owx>5 mar 0 •1 -? i -,' , -L,ar' 72 9,- 4. w4 111 11 • ig4/2- /0, a rob, '0, 1.41:0, 3r I(vIO _ � a 7 III 9 ,.� d `'''�y, 'y 10 �P 14 1 '10 III �■ ' s 10 19 11 3P Ac, 0,11I�T f-4 , 111 111■ 1 ■ (F' , ..� 7rJ :1 �' 13 _ IIaI~gNr 1r. IiJ1,. 1 _ /e ms ® ■14 l2 • • 11 ��,. L13 INS i &Z----- 1 ,, .1,r I• qa i �i 'r'oo lb 18 20 22 �r� 1 r �,% ■ 1120 lb p,,� P �L� ''PAr ri gip. Er 0:43 I8 12 f 4 17 21 2? 11 20 1. I '* -- ^-� � � s�IGE:r _._ _ !, 1 11 - !11 = �, , 19 1 r_ 17 / 1 j 24 6Pf F Too 29 ■: i - ��lr f1 ■1 20 21 111 111 . 'lA1LOP,- Si•i0F7 cat:fell 32 . 18 19 ' clethav 21 - ., ..� ` 1 2z 23 �1 27 18 11 1 • . a,p,�.4 2 -- PI.'r a -� -7 . *, -- ....� ,� ■ - Y...:,. D 11 11 111 11_. 28 30 32 32 R4d, ..441114.400 1 .RC, #2,- 1 2.t4P Pt ' C , vl" «• �� rr,L7G,2 Fr .T 1.4 tip . f ' ay 3i 37 39 11 ■� I1 1=1.T2- 15,2.1,2 -17 ,- 11 _!i� -4 2,5I�J �•(7C. $�j -14 2.1y .r1 o *I AMPS 1 ez.,6 2 -1 ' *2.2 L J• �fsPr4Ngrto 1 33 35 d/ 1 / / pi.QG.'+ 2 -la' jrr C,L,.G. f2 -3 11444 11■ 41 1 P1, 22.10. 2.1 !,2.20,2 -1 .-.41 TOTr;I:_. _ V.1 A 77S . .•.� .. PI.'T- r -2.44' Eot'.Pifi Tog. hior042 gig AN:d�S w $7 51 4o q 52: AL.AT fr1a I5 1-1,e 29 ''�. I� t-I,F' , tt4f'7 1002 41 AMPS 31 1 5-1' ■ EMI TOTAL WA'T'TS 3.720 ' 3 4 C •1 33 AMPS 45* r' + 142 `l/ ®n PROVIDE A SQUARE CONTACTOR * ' o� ®PROVIDE A SQUARE CONTACTOR a 2b PROVIDE A SQUARE CONTACTOR *2.c. IPROYIDE A SQUARE CONTACTOR *Id ®PROVIDE A SQUARE CONTACTOR *21, D. 20A '4' 'POLE CONTROLLED BY D. 20A 4 POLE CONTROLLED SY D. 20A 4 POLE CONTROLLED BY D. 20A g- POLE CONTROLLED BY D. 2OP <o POLE CONTROLLED BY MECHANICALLY HELD CONTACTOR FOR CIRCUITS NOTED.. E.M.C.P.* CABLE* . MECHANICALLY HELD CONTACTOR FOR CIRCUIT'S NOTED. E.fl.C.P.s • CABLE* MECHANICALLY HELD CONTACTOR FOR CIRCUITS NOTED. E.M.C.P.* CABLE* MECHANICALLY HELD CONTACTOR FOR CIRCUITS DOTED. E.M.C.P.* CABLE* MECHANICALLY HELDrGONTACTOR FOR CIRCUITS NOTED. E.M.C.P.* CABLE* NEW PANEL 2G SCHEDULE 120/208V' 30 4W 225A M.L.O. a u ¢. w SERVICE r WATTS SERVICE 4 A B A B r 1 ' � (p ��' 2E>�Cl�L�, D�.�AY LA, �•r, Il2o - ' REGC�fi Li. � .�' � 20 1 p: 101-t-12. C J'n2 .o _ .., F 34P - II4 1 ' 3 7 9 1 l 111 I1 HIM 1 •�T�- owx>5 mar . AIK GOMPRW- -BIZ -? i -,' , -L,ar' 72 9,- 4. w4 'I ® • ig4/2- /0, a rob, '0, 1.41:0, 3r 1 a SPAs F 9 ,.� d N.Pr UNIT 1 'y 10 �P 14 1 '10 III II fiaN* 19 11 3P Ac, 0,11I�T f-4 , ,. Mtaq1- 20 (F' 12 12 13 9 1 I� io 12. /e ms ■ ■14 11 15 17 19 11 ■■ 11 &Z----- 1;'Tr P. .1,r I• qa i �i 'r'oo lb 18 20 22 �r� 1 ■ lb p,,� P �L� ''PAr ri 19 0:43 I8 12 f 4 20 21 2? • 20 1.1 5 I ...., I '* -- ^-� � � s�IGE:r 15 21 3 as 1 11 . 22 = �, , as 1 r_ 17 / 1 j 24 6Pf F 'q, 29 1 �� L APT to aryl- 1.4:0-...01P 31 ' 26 27 111 ii I . 'lA1LOP,- Si•i0F7 cat:fell 32 33 18 19 1 2C clethav 21 ` 34 35 ..l 18 'SPAN � • . 1: 30 r - ` ,� ■ - Y...:,. D ,./"-' 11 32 38 ..441114.400 II ■ 1 2.t4P Pt ' C , vl" II 3l. � 4 f ' PPtia- 37 39 1 ■� I1 11 42 TOTAL WATTS. <020 AMPS 1 �fsPr4Ngrto d8 . 40 ■ I ID 1140 1 42 d/ ' / / ' Pio‘c2,e, TOTAL WATTS Two 5?"2,47 4, 41 1 TOTr;I:_. _ V.1 A 77S . X40.. 8 a,C.) -702o AN:d�S w 7S 59 'RI1 6DE ,A SQUARE CONTACTOR A 211 PROVIDF A SQUARE VIP CONTACTOR * D. 20A 2 POLE 6oti !ROLLED .BY D. 20A 10 POLE CONTROLLED 3Y MECHANICALLY EM.C.P.* MECHANICALLY E.M.C.P.* HELD CONTACTOR [011 CIRCUITS NOTED. CAif1E* HELD CONTACTOR FOR CIRCUITS NOTED_ CABLE* 4 C) C PANEL SCHEDULE' 120/208V 3$ 4W 100A M.L.O. 141' N ¢. SERVICE WATTS WATTS 0. u .1 a d K U A B G SERVICE C 1 W 1 P E TRP+Gf4 I.To, 0, 5 117 • ■ 101-t-12. C J'n2 .o 1 177 F 34P - 20 \ 3F' . 1 5 CGNGESISptilt FiJMP . AIK GOMPRW- -BIZ -? I IoN 72 9,- 4. w4 'I ® fo l6 04, a rob, '0, 1.41:0, 3r 1%2 NIA Io 7 a 9 4 d N.Pr UNIT 1 'y 10 �P 14 B 10 II fiaN* 19 11 3P Ac, 0,11I�T f-4 , '31'EAI-1 112005 r R 20 (F' I' 12 13 9 1 I� io 12. /e ms ■ ■14 11 IS •►— . l0 &Z----- 10 11111111111 19 ° . lb 18 20 22 17 1 ■ �� ?_7 MOA 12 14 19 0:43 /'�' 12 f 4 20 21 2? • 6! 15 I '* -- ^-� � � s�IGE:r 15 I rPMI' . 22 . 24 24. 28 as lb 1 / 27 24 ?lP 28 ,&, 17 • 29 1 �� L APT to aryl- 1.4:0-...01P 31 27 .��L 12.,ww . t LT. *Hop I' ,(a.) . 'lA1LOP,- Si•i0F7 cat:fell 32 33 18 19 1 2C clethav 21 Jr ` 34 35 1 24 z6 III 28 dill 18 'SPAN � • . WALATr gp 20 37 32 33 - ,./"-' 38 39 f� ■ 1 2.t4P Pt ' C , vl" ■ 40 41 f ' PPtia- 25 23 • 11 42 TOTAL WATTS. • - AMPS _ NEW PANEL 2C SCHEDULE P NL GROUP 2E 120/208V 3$ 4W 100A M.L.O. 141' v i3 Q W n4. SERVICE WATTS SERVICE 1 1i •Pv%i� 'T'�• r.,PL>tJ_ e ?A to t A rp0� �' r� _ B " C 1 W 1 P E TRP+Gf4 I.To, 0, 5 117 2 3 3 101-t-12. C J'n2 .o 1 177 F 34P - 20 \ 3F' . 1 5 CGNGESISptilt FiJMP . AIK GOMPRW- -BIZ -? I IoN 72 9,- 4. w4 'I ® l6 04, a rob, '0, 1.41:0, 3r 1%2 NIA Io 7 10 ,,,, 4 d N.Pr UNIT 1 'y 10 �P 14 B 9 R �t i fiaN* 19 11 3P Ac, 0,11I�T f-4 , '31'EAI-1 112005 r R 20 (F' I' rdL%�%/ ` 9 9 1 I� io 12. /e ms ■ 10 11 25 IGO 3P SPPIf2-. •►— . l0 &Z----- 10 11 13 19 ° 24 WO • _ .AN1 I120149 1 ■ �� ?_7 MOA 12 14 13 0:43 /'�' 12 f 4 20 • 6! 15 I '* -- ^-� � � s�IGE:r 15 I . 22 . - /�I�GL+�� -� lb 1 / . 24 ?lP 28 ,&, 17 • I_�� 19 at 2311 X11 1 �� L APT to aryl- 1.4:0-...01P ■ 27 .��L 12.,ww . t LT. *Hop I' ,(a.) 11 a0 'lA1LOP,- Si•i0F7 cat:fell 9 111111 18 19 1 2C clethav 21 Jr ` �l 3I 1 24 z6 III 28 dill 18 'SPAN � • . WALATr gp 20 21 32 33 f,., -- ,./"-' 3$ f� ■ 1 2.t4P Pt ' C , vl" ■ 22 24 26 23 f ' PPtia- 25 23 • 77 ■ • - Co00 ■ -,. 0 as �fsPr4Ngrto d8 . 40 ■ I 59 d/ ' 24 rOGY� TOTAL WATTS Two 5?"2,47 4, 27 AMPS 1 41 . TOTAL WATTS l�-�' �—�' ■ ,� AMPS //--" c3 32 34 34 38 40 29 -.. TOTAL WATTS II- -7s tt4f'7 1002 Q AMPS 31 1 5-1' AMPS W-XAALlacrOIZ ` G �;, ,c--12___ _ �� -/ LI *, - L: ''T 9 33 33 ___-- ',PA eer `l/ _ i:- ._--- C ;1ZAC„'. e; l 35 OfiNg,e, 37 _�,. . .----- 39 36 37 -- l✓ 41 9L_ ---- � -!/ I__ ✓ 42 TOTAL WATTS i /6700 — COCA AMPS CO 64- PROVIDE A SQUARE D. 100A 3 POLE MECHANICALLY HELD CONTACTOR FOR PANEL.' CONTACTOR 2.F CONTROLLED BY E.M.C.P..* CABLE* NEW PANEL TA SCHEDULE RM223 (20/208V 30 4W 225A M.L.O. 10K. - U : la ''l SERVICE WATTS SERVICE (w t-i U A B G F a Q' § 1 W IP IJIATBR *oPPTE:N .- f_e I P 1 .(491,'T. r, _ VACUUM TAPI14 20 3P 2 3 101-t-12. C J'n2 .o 1 177 F 34P - 20 \ 3F' 4 <a 6 5 CGNGESISptilt FiJMP . AIK GOMPRW- -BIZ -? I IoN 72 9,- 4. w4 'I ® F■ a rob, '0, 1.41:0, 3r 1%2 NIA �2 • 10 ,,,, 4 d N.Pr UNIT 1 'y 10 �P 14 11 1.5 1 Ig" 1� !.7 I�1 I 21 R �t i fiaN* 19 11 3P Ac, 0,11I�T f-4 , '31'EAI-1 112005 r R 20 (F' I' 18 9 9 1 I� io 12. /e ms ■ 16, ■ 25 IGO 3P SPPIf2-. •►— . l0 &Z----- 10 11 13 19 23 24 15 .AN1 I120149 1 ■ �� ?_7 MOA CH I . Of 21 0:43 /'�' 12 f 4 20 20 3Q 32 • . ire0 I '* -- ^-� � � s�IGE:r 15 I . 22 23 ID lb 1 / . 24 ?lP 28 ,&, 25 • I_�� 19 at 2311 X11 1 �� L APT to aryl- 1.4:0-...01P ■ 27 .��L 12.,ww . t LT. *Hop (C Q- ,(a.) 11 a0 'lA1LOP,- Si•i0F7 cat:fell 9 111111 TOTAL WATTS le5or4c' 1 2C clethav 21 Jr ` �l 3I 1 24 z6 III 28 dill 18 'SPAN � • . E�II act gp I F.R. f15 ` • . ; % 32 33 f,., -- ,./"-' 3$ f� ■ �- ■ U Ifs f ' PPtia- 25 23 37 77 ■ -''''J _�i �fsPr4Ngrto d8 . 40 ■ I 59 d/ ' 24 / TOTAL WATTS Two 5?"2,47 4, 157, AMPS 1 41 . TOTAL WATTS i 27 AMPS //--" v"""im -.. TOTAL WATTS II- -7s tt4f'7 1002 28 AMPS 95 79 5-1' EXISTING PANEL_ BS- SCHEDULE SECTION I 120/208V 30 4W 22SA M.L.O. Q Q d p o- SERVICE WATTS SERVICE �1 a 201P Cwi' r,. K u z ' A B C 1 W I P 1 .(491,'T. r, _ 11 TRP*G L:P . .,...,' r 20 I R Pf a.� a 1 1 •■■ lea' MCP' OmPL 7Y i1MeG1 '' ..vffirs--- MO .. -r-- 4 5 111 4. w4 5 F■ a rob, '0, 1.41:0, 101 7 �2 • 121 3P III ■ 4 la,/ mc" N.Pr UNIT 1 'y 10 �P 14 9 GQ Epid.epf % rr 19 11 3P Ac, 0,11I�T f-4 , , ,y ib / �1_ iGC.10 /���,% 16)0 1 A'/r \ 18 9 9 1 I� io 12. /e ms ■ ' WY - 25 IGO 3P SPPIf2-. •►— . l0 &Z----- 10 11 13 19 23 24 __--'" 13 � 0 ■ �� ?_7 MOA CH I . Of 21 0:43 /'�' 12 f 4 'pir' -...,P",12 20 3Q 32 • I 1 ire0 lei ^-� � � s�IGE:r 15 I — / 6-- ID lb I5 / . . ID • 18 19 at 2311 X11 1 �� 1.4:0-...01P ■ �4� , r f 17 ,(a.) 11 a0 . ' TOTAL WATTS le5or4c' 1 2C • 21 Jr ` �l , 1 24 z6 III 28 dill 18 �% sP e, E�II act gp I F.R. f15 ` • . ; % 22 f,., -- ,./"-' f� ■ �- ■ U Ifs 1 24 25 23 77 ■ — �fsPr4Ngrto d8 . 40 ■ I 26 d/ ' 24 / TOTAL WATTS Two 5?"2,47 4, 157, AMPS 1 NEW PANEL 2D SCHEDULE PNL GROUP 2W 122208V 34) 4W • IO0 A M.L.O. ' Ia K U u V 3+ 800A M.L.O. WATTS W • 0. SERVICE WATT _ •SERVICE a a E < aaz u A ~- E3 ��� ..., - �� C 1 20 I P 'rR'Gi4 !.`g NWT TRP*G L:P . .,...,' r 20 I IP a 3 2 •■■ lea' MCP' OmPL 7Y i1MeG1 '' ..vffirs--- 9 ■ 11 13 20 15, .. -r-- 4 g 5 AG UIJ IT #Co 4. w4 5 F■ a rob, '0, 1.41:0, ■ 7 �2 • 121 3P III ■ ■ la,/ mc" N.Pr UNIT 1 'y 10 �P 14 9 GQ Epid.epf % rr 19 11 3P Ac, 0,11I�T f-4 , , ,y ib / �1_ iGC.10 /���,% 16)0 1 A'/r \ 18 - i wG 9 I-I,P LIO T 4. I� io 12. 11 ■ ' WY - 25 IGO 3P SPPIf2-. •►— . l0 &Z----- ; 19 23 24 __--'" 13 . ■ �� ?_7 MOA CH I . Of 21 0:43 /'�' 13 'pir' -...,P",12 20 3Q 32 • I 1 14 D lei ■■ _. — .. 3L ID 17 I5 / . . ID • 400 44r, 19 1.4:0-...01P ■ liist Sit f 17 ,(a.) x'22.. 522,, . 28 TOTAL WATTS le5or4c' ISSOIc' • 21 L AMPS /6621 31 . 18 �- :- /:), /M 11 I F.R. f15 ` • __, 3� 22 23 f� "/ _ U Ifs 1 24 25 23 77 ■ — �fsPr4Ngrto d8 . 40 ■ I 26 d/ ' 24 / 41 157, // 1 28 29 TOTAL WATTS i 27 AMPS co Pil?-1 , v"""im -.. 30 31./� 28 29 /� TOTAL WATTS AMPS SPPO. . 30 32 33 ___-- ',PA eer -- _ 1111 34 35 _�,. .----- 36 37 ---- � -!/ 3 /. / ■ 111 1 .4, TOTAL WATTS —r C&COO TOTAL WATTS 0000 G -pd 2 - ' AMPS r , 3 • l PROVIDE A SQUARE D. 100A 3 POLE MECHANICALLY HELD CONTACTOR FOR PANEL. CONTACTOR CONTROLLED BY E.M.C.P. s CABLE* NEW PANEL M _SCHEDULE 120/208V 396 4W 100A M.L.O. w ISO. GRo. • 480 SERVICE V 3+ 800A M.L.O. WATTS SERVICE ■■ SERVICE S tj u a E < W 0 0- A ' B C �' 1 200 3P AC-1.11\1174.1 ----- 3 I!ra MGA 5 i'ofi. RE�EPY, W - - ►,: AGUJT 2 •■■ lea' MCP' OmPL 7Y i1MeG1 '' ..vffirs--- 9 ■ 11 13 20 15, I I Cv-7 •GA . AG UIJ IT #Co 4. w4 5 F■ a rob, '0, 1.41:0, ■ AG UNIT #, �2 • 121 3P III ■ ■ la,/ mc" N.Pr UNIT 1 'y 10 �P 14 17 GQ Epid.epf % rr 19 11 3P Ac, 0,11I�T f-4 , , ,y ib 21 '■ 23 . 16)0 1 A'/r \ 18 - i wG 9 I-I,P LIO T 4. .' . se e0, ...' 17 ■ ' WY - 25 IGO 3P SPPIf2-. •►— . l0 11 18 19 23 24 __--'" AG UNIT *' ■ �� ?_7 MOA CH I . Of 21 0:43 /'�' 13 'pir' -...,P",12 20 3Q 32 • ■ -' Ceikt iT4rJ ■■ _. — .. 3L ID 14 I5 / 20 3P 311 . ID • 400 24 1.4:0-...01P ■ liist Sit f 17 622. x'22.. 522,, . 28 TOTAL WATTS le5or4c' ISSOIc' Is50' L AMPS /6621 31 . PANEL. • SCHEDULE 120/208V 396 4W 100A M.L.O. w ISO. GRo. 0 ng.' u E 1 Q SERVICE WAT T S SERVICE S POLE U u J A B C C 1 3 ° _---- " Pa' . i f'`T cay - 5 2ce i'ofi. RE�EPY, W IP 2 lea' MCP' OmPL 7Y i1MeG1 '' ..vffirs--- .. ' 11 . AG UIJ IT #Co 4. w4 5 a rob, '0, 1.41:0, ■ ;,, 11 • 121 3P I ■ ■■■ ■■ !11 7 N.Pr UNIT 1 Iqq W? LJ .J IT t4 10 �P 14 . GQ Epid.epf % rr . I9, PG,q .. ib i F14/ri Iqq -- 18 8 9 I-I,P LIO T 4. .' . se e0, lb 17 ®1.. 23 igi 2.1m.p,,,,, ' WY - -72. MGA •►— . l0 11 18 19 0945 aC) 24 1 i AG UNIT *' ■ MGFti �� ?_7 MOA CH I . Of 21 0:43 /'�' 13 'pir' -...,P",12 20 3Q 32 • ■ -' Ceikt iT4rJ „fir � I _. — .. 3L of 39' 41 14 I5 ■ 20 3P 311 . • 400 24 1.4:0-...01P ■ liist Sit lb 17 622. x'22.. 522,, 28 �PeikK I ° ■ ` 31 . 18 11 I F.R. f15 ` • __, 3� 33 , f� :.. U Ifs 1 22 23 77 ■ �i� d8 . 40 ■ I 39 O4 LA -, ' 24 / 41 157, // 1 Mail TOTAL WATTS i 27 AMPS co Pil?-1 , A -.. , 28 29 /� TOTAL WATTS AMPS SPPO. . 30 • • (1111111 I111111f11111111 till' 111I11111111f1111111111111 Tilt 1111ll'I 1 1 1111 I I I I I I I I I I I I I I I I I I I I 1 1111111 11111111111 1 111111111111111111 11111 1 1 1 1 11111111,` 11 ,11 1 1111 111111 Imtik NEW PANEL 2E SCHEDULE I.ILC -Ra`P a 120/208V 396 4W 100A M.L.O. w ISO. GRo. a U 1 Q w & SERVICE WATTS SERVICE <� w J' U A B C 1 3 ° gi Pa' . i f'`T cay - 5 2ce i'ofi. RE�EPY, W IP 2 lea' MCP' OmPL 7Y i1MeG1 '' ..vffirs--- .. ' 3P AG UIJ IT #Co 4. w4 5 a rob, '0, 1.41:0, ■ ;,, 11 • 121 3P I ■ 36;511 , !11 7 N.Pr UNIT 1 Iqq W? LJ .J IT t4 10 �P 14 17., 19 GQ Epid.epf % rr . I9, PG,q .. ib i F14/ri Iqq -- 18 8 9 I-I,P LIO T 4. .' . se e0, lb 17 ®1.. 23 igi 2.1m.p,,,,, ' WY - -72. MGA •►— . l0 11 18 19 0945 aC) 24 1 i AG UNIT *' - 26 1.23 30 MGFti �� ?_7 MOA CH I . Of 21 0:43 12 13 'pir' -...,P",12 20 3Q 32 -' Ceikt iT4rJ „fir � I _. — .. 3L of 39' 41 14 I5 SF'AR 20 3P 311 . i'cl-r evt.t.tr 400 24 1.4:0-...01P TOTAL WATTS liist Sit lb 17 622. x'22.. 522,, 28 �PeikK I ° _ - ; _ 31 . 18 11 I F.R. f15 ` • I ri 3� 33 f� :.. U Ifs 1 22 23 77 �i� d8 . 40 ■ I 39 O4 LA -, ' 24 / 41 157, // 1 Mail TOTAL WATTS i 27 AMPS co Pil?-1 , A 28 29 SPPO. 30 1111 1 ■ 111 .4, ,, TOTAL WATTS e9,41-Q C&COO 00000 AMPS `-1 , so PANEL SCHEDULE NEW PANEL MI .SCHEDULE 480V 30 4W 600A M.L.O. w d I1 SERVICE W d SERVICE r.TTS SERVICE. F a Ut -I v iY U A B G I 3P AG UNIT#'a � ,r - -, ---- ©.'1■ 1 9 lea' MCP' -. -' ..vffirs--- ■ 3P AG UIJ IT #Co riN ird a 1 -3MGA ■ �10 11 • 121 3P I ■ 36;511 , !11 N.Pr UNIT 1 Iqq W? LJ .J IT t4 10 �P 14 17., 19 GQ ■ 2314.P 12 MGA / G.� I9, PG,q .. ib Iqq -- 18 UNIT io,2. I I-I,P LIO T 4. .' . se e0, lb 17 ®1.. 23 igi 2.1m.p,,,,, ■� MI. - -72. MGA •►— So MGA E. 22 18 19 0945 aC) 24 Re Ut4IT'Ii;s AG UNIT *' - 26 1.23 30 MGFti �� ?_7 MOA 20 21 0:43 - 'pir' -...,P",12 20 3Q 32 35 — .. 3L of 39' 41 5P SPh SF'AR 20 3P 311 . 40 24 .42 TOTAL WATTS liist Sit Il`Ii914 14:}4,14' AMPS 622. x'22.. 522,, PANEL SCHEDULE Ill w d I1 SERVICE WATTS SERVICE 0 a w R ki A B C ---- ._/--; ■ ■ © 5 ■ a ■ �10 I ■ is 14 !11 / G.� lb 17 .■ - •►— 18 19 ■ 20 21 23 24 25 . 24 27 28 31 . 3� 33 77 d8 . 40 ■ I 39 / 41 1 TOTAL WATTS i I AMPS — `y O!• '; i •;.4`t Lf1 T PPP0.IS C) JUL 4 ?;H 1 COPYRIGHT@ 198 THE CALLISON PARTNERSHIP !;c The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation d CONSULTANTS r HARGIS ENGINEERS MECHANICAL 1 ELECTRICAL CONSULTANTS SEATTLE, WASHINGTON .._ -. 206.682.8452 • d REVISIONS INENSIMERMIWEAMMISIBIRMIll No. Date Item III APPROVALS mmistawsinsmassammoi CREIGHTON /MITCHELL Project Architect R.D.OLSON Drawn G.W.HARFST Checked Approved P.egistration Iil SHEET TITLE IIIIISIMESSEVatmenagems ELECTRICAL PANEL SCHEDULES 86205 MA'i 4,1987. Project No. Date m SHEET Nti. E9.2 ,�T..�SL.@ "rJ +'!4,.. •.. rw;"'. -r ia=. Fi•:�MV'6JKOf'1F17".:4o..y.VYI: , • .. NEW PANEL 3A SCHEDULE 1 2 77/480v 3 i aW 22 SA M.L.O. 4 Q 2 SERVICE WATTS SERVICE a to 0 OC A B C 232 r _ qoo L .iv R + ., I 15 20 I P 2 4 %% (� 3SP P# ICE r...- + 3 11111 11/214P I T __ __-_ 3'' i/Q _ I MO �'.G�!1 7 i •1__ .• • 1 r 4 7 14 6 '1 ��6 i� `- G - 4G•K .:, ' • r _ 7 9 11 I3 15 17 w 11 111 III IH 1111 1111 1111 1 1 .Ty, 20 1 1 i4?d,, o, 9 10% 1 -1U�P $�1 .. 9 1 15 'T• '•N • - . , Pi V. ^0 gpil % 't 1 ‘71914i ■ P - PI ''' �td ( 11 to 1 10 12. 10 ,„= , 12. 2 '' /.fan 17. , F.'°, 112. I6 ,r , �: - , I� 1 I 1n �PP11 // 1 �Ur I�1TI01 /3 11114 15 \ 111111■ 1:11111 1111 21 fl Fo R Y.-1W,J N5 IG 20 a 14 2,, - 17 2 N 0 ' � , j V 111 IB -- • l8 1 _ .� Rut-, jilil 111 1 _ 20. 22 24 21 23111 2,111 11 ■1� 20 E iNC31. • 20 :.rte 20 21 1a ''. r .in:.. I /':LITf� t 1.,1 [; - ��:F1. 20 is, �� . . _>� ,c 31 3'i� 3° 32 20 221 2S . .■ ,TF, 4., - C,t03`TI AY i -. . . IDO %1PP�G* . - , aPAG� IDC� _ 1 33 CLERESTORY 24 2711 29 I 31111 3� 111. 111 1� �M- f '.� J��' dr • . ,� {11�� 'w� 35 -,-a, ■ 26, 2'l , -/ 21 Ih /7 11 42 2F,.:./. a 39 �1 2f• 11 ' "6". , `�° . 41 33 SPARe, 30 11 `35 :. TOTAL • WATTS 41 e -- • Alt? 5 ''i _ - 111 33 ,1 `�' _- Vi t:.Pto,IG1II,H2 ,1'C Iii Vlol.iP _ y /� TOTAL ' WATTS L.T�, l - _ ■ *WI- H RM, wino. 41 ' -, _- I6- 35 / 38 40 39 II TOTAL WATTS effl (p WI(p Seri& i *0 _ •• �- 38 iZ •Y, �� 1 ' 4111111 37 3G 3a - =, , 28 29 111 +2 TOTAL WATTS -Nino I l4 2..8 2%6,(03 39 102 lov '74112 AMPS PROVIDE A SQUARE CONTACTOR at 301 \ PROVIDE A SQUARE 'CV CONTACTOR °b1, -' PROVIDE A SQUARE CONTACTOR w, CiN PROVIDE A SQUARE CONTACTOR 0.,5§1 D. 20A G> POLE CONTROLLED BY D. 20A a PGLE COIa1ROLLED BY D. 20A a POLE CONTROLLED DY D. 20A 4 POLE CONTROLLED BY MECHANICALLY E.M.C.P.* MECHANICALLY E.M.C.P.* MECHANICALLY E.M.C.P.* MECHANICALLY E.M.C.P.* HELD CONTACTOR CABLE* HELD CONTACTOR CABLE* HELD CONTACTOR CABLE* HELD CONTACTOR CABLE* FOR CIRCUITS NOTED. FOR CIRCUITS NOTED. FOR CIRCUITS NOTED. FOR CIRCUITS NOTED. NEW PANEL TE S.CHEDULE •. 120/ 208 V 3+ 4W I00A M L.O. w/ ISO. GRD, BUS BAR d U a w Q a SERVICE WA-CTS SERVICE ¢ w v w u A B C 1 SO IP 9•(gfe'i '7.a CAjjAKI T qoo 1 &a76 I.M. 3174 rotsiTRoL. 1.4.c .FL: T-9100 15 20 - 2 4 3 20 IP Pecert -1 =L.. % , _ 11/214P I T 4 6, qO� r4 7 ■ 1 10 4 7 69 '1 ��6 i� `- G - 4G•K .:, ' • r 3P C.U. I a ill f'J.S,. .4r14, 20 1 1 a to 12 14 .. 20 22 9 10% I014P -1U�P $�1 .. 9 1 15 l , /mil 1 1 1 1 V. ^0 10 1 ‘71914i I �IAIr.ITENAtdc.E "`'���, ( I / 444, 1 10 12. 10 13 12. ''Pf11 's /.fan 17. , F.'°, 10 � 1 111 11 11 11 1 1 1s 1n �PP11 // ,--- 14 /3 14 IB 15 \ 111111■ 1:11111 1111 21 fl Fo R 19 20 a 14 23 17 /- V 1�' aCA1ATOIZ -- • l8 �-''� I PT: jilil 2,o I It' PPVze- - 19 ■1� 20 • 20 . 20 21 1a ''. r .in:.. I /':LITf� t 1.,1 [; - ��:F1. 20 �/ J ,c 31 123 3° 32 20 221 2S . .■ 31 24 %1PP�G* . - , aPAG� IDC� _ 1 33 CLERESTORY 24 ��'r'1• +�fer4, ■ -. rte'- j- /'fir / 1 35 27 ■ 26, 2'l , -/ 21 � /7 11 42 . 1111 39 1` 2f• I gvcto 37 39 / 31 41 33 8 141-1.1e 30 / `35 :. TOTAL • WATTS 41 e S5200 21,44,0 ' • Alt? 5 ''i (9 2S - NEW PANEL 3HI SCHEDULE' --' 120/208V 3+ 4w 1 oo 4 M.L.O. u1 ' 0 - w SERVICE WATTS SERVICE SERVICE L.TS• c:AL.IX Y PITTij.i . r� C' S- q w O a. I P .1 K. E3 2 4 8 SERVICE 10. �/ B C 1 20 i P RecePT, 2 P.w N� ��i &a76 1 Id P * 2v 2HP 1080------ cbay 3P 2 4 aeL•. .i.. , _ 11/214P I T 4 6, qO� r4 7 ■ 1 10 4 1080-/ 69 '1 ��6 i� `- G - 4G•K .:, ' • r 3P C.U. I a ill i3 �a1:'r°42. 20 61 / IC G 10% I014P -1U�P $�1 .. 9 1 15 1:: 1 1 to V. ^0 10 1 ‘71914i I �IAIr.ITENAtdc.E "`'���, ( I / 444, 1 10 12. 10 12 12. Io>7 17 I3503PO,U, 10 � #2. 37 - r �PP11 // ,--- 14 15 14 IB 15 \ 1014P / Fo R 19 20 a 14 23 17 16 17 1�' aCA1ATOIZ -- • l8 _L---- 1` �'''� 19 2,o I It' PPVze- 18. 19 ■1� 20 • 20 . 20 21 1a ''. r .in:.. 16 /':LITf� t 1.,1 [; - ��:F1. 20 10M ,. ,c 31 IN/ WAIr 1 1 1 20 221 2S . .■ �IaAT_GfZ 24 qtr- - / • IDC� _ ' 1%a+ CLERESTORY 24 ��'r'1• +�fer4, ■ -. . /'fir / . 24 27 ■ 26, 2'l , -/ 21 � /7 11 42 28 29 1` 2f• I gvcto 37 39 ,-� 31 7 - 33 8 141-1.1e 30 31 `35 *J11cd$4e;%2 RM. ,- �.a 4' 3/ , • _c - 32 34 33 ,1 `�' _- Vi t:.Pto,IG1II,H2 ,1'C Iii Vlol.iP 5022 NI QRi ,i' cNI Sica1.1.467 /� TOTAL ' WATTS 35 _ ■ *WI- H RM, wino. 41 ' -, _- I6- 35 / 38 40 39 42 TOTAL WATTS effl (p WI(p Seri& i *0 _ •• AMPS 38 iZ •Y, �� 34 37 3G 3a 37 40 , 28 29 IOr..�: 1I'ZI5 t <Z `i`(FCGtF ei wORT1 i AMPS 6I? 39 TOTAL WATTS °Cj '74112 leso e �!v AMPS 4 1 L QPROVIDE A SQUARE D. 20A 4- POLE MECHANICALLY HELD CONTACTOR FOR CIRCUITS NOTED. CONTACTOR ¢ t,} CONTROLLED BY E.11.0 P.* CABLE* sWksir s3) g _ NEW PANEL 3B SCHEDULE 277/480v 30 4W 100 A M.L.O. U F g w 0 a SERVICE WA8T5 SERVICE .i a O a s 3- A B C I Oro 3P '�,P 02 . &a76 ( 10 ' 1 P * 2v 2HP 20 3P 2 4 3 1 _ 11/214P I T 4 6, qO� r4 ''PAT /� `! /f+ � � 1 10 4 7 69 '1 30 3P C.U. I 37 IP i3 �a1:'r°42. 20 61 / IC G 5Y'i;I cR I014P -1U�P $�1 1 9 1 15 1:: 1 1 a V. ^0 10 1 ‘71914i I �IAIr.ITENAtdc.E "`'���, 14 16 I / -' .'" 1 10 12. 10 11 1111 111 111 111 11 12. Io>7 17 I3503PO,U, l'1 21 23 11 #2. 37 - 14 �PP11 // ,--- 12 14 IB 15 \ 1014P / Fo R 19 20 a 14 23 17 1 - f;V R' F1111 4loI.1 1�' aCA1ATOIZ -- • l8 _L---- 16 19 2,o I It' PPVze- (4°F L f;'RPts51'U 1 I / 20 / 20 1 20 21 1 16 /':LITf� t 1.,1 [; - ��:F1. ee. jp, i 22 ,c 31 39 1 1 1 20 l.T`J. 1'it.,�° �� 32 �IaAT_GfZ 24 22 - / • 42 ' CLERESTORY 26 o -- , . /'fir / . __ 24 27 26, 2'l , -/ 21 � /7 11 42 16,0e1 1 14°'10 1283 28 30 32 54- 32) 29 2f• I gvcto 37 39 ,-� 31 F1fROM IF�I'J -Ei r 1 -7 33 8 141-1.1e 23 28 `35 1 3/ , art *.e 4 *I 12.6)6FHP _c ,,/- 17f=%12• I ,1 3v 38 Vi t:.Pto,IG1II,H2 ,1'C Iii Vlol.iP as NI QRi ,i' cNI Sica1.1.467 /� TOTAL ' WATTS 32 33 35 I4o 41 34 /I�( _- I6- 35 / 38 40 39 42 TOTAL WATTS effl (p WI(p Seri& i *0 _ •• AMPS .32 iZ •Y, �� NEW PANEL 3G SCHEDULE 120/208V 30 4W 100 A M.L.O, 0 n u a. q w 0 a SERVICE WATTS SERVICE. < O a s 3- A B G 1 20 I P 120C•E�"'i: I� RAM 9 oo °0 121%GIiP i t of `/1 1 C�EC.PT, 2G> IP 2 S 1 II 4 I T 4 6, qO� r4 ''PAT 1 10 4 7 Co Fs / �� -- 7 8 9 6 7 Y Wie P Pr_- F t+e,vt1. / IC G 5Y'i;I cR 9 -1U�P - 1 9 1 15 1:: 1 1 a V. ^0 . MC 4 IT o>zo, 1 ‘71914i I �IAIr.ITENAtdc.E "`'���, 14 16 I / -' .'" 1 10 12. 10 11 1111 111 111 111 11 12. Io>7 17 16 20 l'1 21 23 11 ,' I - 14 �PP11 // ,--- 12 I3Gio cIc NJ - II i GII I _Iwo / Fo R 19 20 a 14 23 / ` 1 - f;V R' F1111 4loI.1 1�' aCA1ATOIZ • l8 _L---- 16 �/ • -.� G4111..171, aPFAREL (4°F L f;'RPts51'U 1 I / 20 / 20 1 l8 -�- 1 16 /':LITf� t 1.,1 [; - ��:F1. ee. jp, i 22 ,c 31 39 1 1 1 20 l.T`J. 1'it.,�° �� 32 �IaAT_GfZ 24 22 - / • 42 ' CLERESTORY �,_�T5• /� � o -- , /'fir / . __ 24 27 37 1 1 , -/ 21 -. 411 11 42 16,0e1 1 14°'10 1283 AMPS X6)1 el 2f• I gvcto 37 39 I %r✓ ,_ _ AMPS F1fROM IF�I'J -Ei r 1 -7 E.P 8 141-1.1e 23 28 29 31 1 1 . , art *.e 4 *I 12.6)6FHP _c ,,/- 17f=%12• I ,1 3v 5PARE t:.Pto,IG1II,H2 ,1'C Iii Vlol.iP as NI QRi ,i' cNI Sica1.1.467 4 42 TOTAL ' WATTS 32 33 35 AMPS G""/ / 34 /I�( _- I6- 35 38 40 39 2` 27 34 i *0 _ •• /i �� �� 34 37 3G 3a 37 , 28 29 IOr..�: 1I'ZI5 t <Z `i`(FCGtF ei wORT1 i AMPS 6I? 39 Se �I 38 e �!v ?7 31 1 Imo.. / r 40 41 F,k ' I .. �} /CG+I1,p 40 41 Ills P/INI ! 42 l'OTAL • WATTS _, %I ( -7710 /05-1 ../ AMPS ( Ci4 G ' PROVIDE A SQUAT E D. 20A POLE MECHANICALLY CONTACTOR * 5q CONTROLLED BY E.M.C.P.* `i PROVIDE A SQUARE D. 20A POLE MECHANICALLY �J CONTACTOR At 33I CONTROLLED BY E.M.C.P.* Q PROVIDE A SQUARE D. 20A .1- POLE MECHANICALLY CONTACTOR *512. CONTROLLED BY E.M.C.P.* HELD CONTACTOR FOR CIRCUITS NOTED. CABLE* ' HELD CONTACTOR FOR CIRCUITS NOTED. CABLE* HELD CONTACTOR FOR CIRCUITS NOTED. CABLE* NEW PANEL 3d SCHEDULE \ 120/208 V 3+ 4W too aP MAID _ 0 U d : W 51 SERVICE WATTS . SERVICE tn rt. ¢ 20 w a° - el 6 2 A B C 1 20 IP G'L glger, F-L. f Ir1 - no 121%GIiP i t of `/1 1 -"RAGS L. 3 2 ' I P 2 Si_ �/ 4 I T 4 6, 4 r4 415 1 10 6 7 Co Fs / -- 7 8 9 o a 1 Y Wie P Pr_- F t+e,vt1. / IC G , 9 -1U�P - 1 9 1 15 1:: 1 1 13 V. ^0 -i "/ 1 ‘71914i I �IAIr.ITENAtdc.E "`'���, 14 16 I / -' .'" 1 10 12. II 131.1 15 ?l 23 1111'., IIII 11 1111 111 111 111 11 12. Io>7 17 16 20 l'1 21 23 11 ,' fry/ - 14 �PP11 // ,--- / f I3Gio I 17 / Fo R 19 20 a 28 23 / ` 1 - �[_ . aCA1ATOIZ 20 1 22 24 l8 _L---- 32 �/ • -.� G4111..171, aPFAREL f;',4‘12 1 34 20 / 20 1 I'76Z, -�- 37 16 / •••/// 22 24 31 39 1 1 1 �I' / 1 41 32 3 24 128 - / • 42 ' AMPS • 30 132 34 3U o -- , /'fir / . __ II 3G 38 40 37 , -/ 21 411 11 42 16,0e1 1 14°'10 1283 AMPS X6)1 el 30 I gvcto 37 39 ,_ _ AMPS F1fROM IF�I'J -Ei r 1 -7 E.P 8 141-1.1e 23 32 , le-___ 1 . art *.e 4 *I 12.6)6FHP _c 41 I ,1 ,i., ". t:.Pto,IG1II,H2 ,1'C Iii Vlol.iP as .`. 4 42 TOTAL ' WATTS 36 AMPS G""/ / 34 3) PROVIDE A'SOUTARE'D. 20A 4 P011 MECHANICALLY HELD CONTACTOR FOR CIRCUITS NOTED. CONTACTOR * 314. CONTROLLED BY E.M.C.P.* CABLF* "le AO FAIlt { 1 11111III1I111III111I11111111111I11111I1II111111I111111111111111111111111 NEW PANEL 3C SCHEDULE . 120/208v 30 4W 22SA et. G 3 51 a Lig w IP 1 1 SERVICE WATTS SERVICE e a 2 ti u A B C TICK I."M, LT.'". rjr 51.422g' r I " „ '- - 1...-T, Pex2P -"RAGS L. 3 2 ' I P 2 Si_ �/ 4 -- grz7/ 4 6, 4 r4 415 _ 6 7 Co Fs / -- 7 8 9 o a 1 9 Imo'* 9 -1U�P - 1 10 12 II 12. 13 V. ^0 I*'ea, 1 13 2F'IHi 1 14 16 IS -' .'" 1 10 12. II 131.1 15 ?l 23 1111'., IIII 11 1111 111 111 111 11 V -� ryli✓., Io>7 17 16 20 l'1 21 23 11 ,' fry/ - 14 1 __. / f I3Gio I ll / Fo 16 20 a 28 23 1 - �[_ 30 aCA1ATOIZ as ■ 24 l8 _L---- 32 �/ _ G4111..171, aPFAREL f;',4‘12 20 34 20 / 20 29 I'76Z, 34 37 16 / •••/// 22 :30 32 38 40 39 // �I' / 41 32 3 24 - / • 42 ' AMPS • %i?�FLR o -- , /'fir / . __ II 3G 38 40 37 , 39 21 411 11 42 16,0e1 1 14°'10 1283 AMPS X6)1 el 30 I gvcto /"T TOTAL WATTS ,_ _ AMPS eg, 41 4(0 22 23 32 le-___ LTr. , nn I a i! _c err., -7 /uirr[' -. 32 33 PPyI�� 24 as .`. PI:I, 3-I 1��FMP 36 G""/ / 34 /I�( IC COCO 35 38 40 39 2` 27 i *0 _ •• a•Z% 34 37 1 , 28 29 c 1I'ZI5 SP R& AMPS 6I? q, Se �I 38 391 11 30 31 '., Imo.. / r 'iC U1' _ 40 41 Ills P/INI ! ! \/ -------. ../ I �V 42 TOTAL WATTS 16/000 I608C0 1300 • AMPS 140 •140 12.e, PItOVIOE A SQUARE D. 200A 3 POLE MECHANICALLY HELD CONTACTOR FOR PANEL. CONTACTOR 'r 34:. CONTROLLED BY E.M.C.P.* CABLE* NEW PANEL 3GI SCHEDULE I20/208V 3+ 4W IOOA M.L,O. ' uw a SERVICE WATTS SERVICE SERVICE w O 11 u K 6 A B C A C. 2t9 IP LT.'". rjr 51.422g' 20 /9�_ ; -__ 1...-T, Pex2P 20 IP z 3 20 I P 2 Si_ �/ 4 5 grz7/ 4 6, 5 %- 415 Z.ta° 6 7 7 9 / am! �1 1 8 9 o a 1 9 to I 1 -1U�P - 1 10 12 II 12. 13 / e 13 2F'IHi 1 14 16 IS -' .'" I? 11 14 1 1 ' !� i'. V -� ryli✓., Io>7 17 16 20 l'1 21 23 11 ,' fry/ - 1Z 14 Its -r 22 / f - 24 24 ll / Fo / 120 20 a 28 23 14 �[_ 30 1 +5 /� L as ■ 24 2S _L---- 32 24 1 26 -/' G4111..171, aPFAREL 20 34 35 / 20 29 34 37 16 / •••/// 31 :30 32 38 40 39 // / 41 32 3 .- - / • 42 TOTAL WATTS AMPS • _Li 1111111111111111111 IIII11111I11111111111111111111111111111111111111111111111I1111111111 NEW PANEL EM SCHEDULE`. 277]-4-Co v- 34) 4W 100A 1-1.1...0, ' • U N Q ILJ 0 SERVICE WATTS SERVICE_ Y Q < a u A u A C. 2t9 IP LT.'". rjr 51.422g' 20 /9�_ ; -__ 1...-T, Pex2P 20 IP z 3 20 I P 2 Si_ �/ 5 e:-.12/4 g6 grz7/ 4 6, 5 IU��'•1'C� eE{INEs 415 Z.ta° 8 5 7 9 I rZ� am! �1 1 7 o a 1 9 Fi,a 7i 3�Qi -1U�P L c 2-- / 1 10 12 II 6 8 10 7 e 13 2F'IHi 1 13 15 1711 G� v�L,. �PAIzG 2i'� J// CL; 11 14 1 1 ' 15- V -� ryli✓., Io>7 17 9 % E - 1Z 14 Its -r 19 2! �3i�e - ----`71 TRAn kavW/1 Cam. T'-'1 .21.0 Fo / 120 20 a 22 23 14 �[_ 18 1 +5 /� L as ■ 24 2S _L---- aer.ALAToti 24 1 26 27 G4111..171, aPFAREL 20 � �/ - ________\0:2 20 29 - �' I ' 16 17 31 :30 32 29 22 24 24 // / / , 32 3 - / • 18 19 34 35 %i?�FLR o -- , /'fir / . __ II 3G 38 40 37 , 39 21 411 11 42 16,0e1 1 14°'10 1283 AMPS X6)1 el 30 42 /"T TOTAL WATTS ,_ _ AMPS eg, 41 4(0 1111111111111111111 IIII11111I11111111111111111111111111111111111111111111111I1111111111 PROVIDE A SQUARE D. IOOA 3 POLE MECHANICALLY HELD CONTACTOR FOR PANEL. CONTACTOR at SP CONTROLLED BY E.M.C.P. a CABLE"' NEW PANEL 3H SCHEDULE j NEW PANEL 3D SCHEDULE I20/208,V 30 4W . 100 A al V Q I SERVCE SERVICE WAE SERVICE Q-1 �i u 2 u A C. C 20 1 20 IP "(PPC.K LT9 Zl * (O` ¢PPARe. T1?PGK L•"i�• t°47- : ,� 20 I P 2 Iv,' =I,. I tg.�F;a..�° T. 4 I✓I.Ev, PIT .it4P G'F!°IC 5 /G�7 grz7/ GI+ILA•Ap Gt� IU��'•1'C� eE{INEs 415 8 5 _ L • I rZ� e 1 7 o a 1 9 Gf. 1 G� OW -1U�P L c 2-- / , 6t•4.V, ,_ 11 6 8 10 7 e ( G 2F'IHi 1 13 15 1711 % / CL; 1....-r- TP`U!ANT �'c;✓X� 9F4L V -� ryli✓., Io>7 9 % E 1Z 14 Its -r I �3i�e - /- 1'lf�Y: .21.0 Fo • 20 a -----56:0 (te 14 13 18 Il _L---- aer.ALAToti 24 1 26 15 G4111..171, aPFAREL 20 �/ - ________\0:2 27 COCO - �' I ' 16 17 l :30 32 29 22 24 24 ® / / , EM �� ®I1 �•� 18 19 1 1 .��� %i?�FLR o -- , W'1tfT' __ II E:f"F?t 'I V.,: 20 21 -`� "J -�� _� - 11 42 TOTAL WATTS 7 cal CAW /, '5 , AMPS X6)1 el 30 III P *2� � 22 23 32 LTr. , nn I a i! _c err., -7 /uirr[' -. I PPyI�� 24 as .`. PI:I, 3-I 1��FMP 36 G""/ / -1' /I�( 140120,31'90M N 38 40 39 2` 27 a•Z% _ _COO ./'io• i Oie0 9z UM , 28 29 TOTAL WATTS 1I'ZI5 SP R& AMPS 6I? q, Se �I 30 31 / r 'iC U1' _ 32 34 34 33 ! ! -j -------. 35 Age 37 /' .� 38 39 a. 40 41 V tp(GOc .-- (c(.000 f / � ��� 42 __S" TOTAL WATTS 00 AMPS r?s Sr.2 4S PROVIDE A SQUARE D. IOOA 3 POLE MECHANICALLY HELD CONTACTOR FOR PANEL. CONTACTOR at SP CONTROLLED BY E.M.C.P. a CABLE"' NEW PANEL 3H SCHEDULE j 120/ 208v 3t 4W 100-A M.,0. u u Q w a I SERVCE WATr73 SERVICE ¢ '20 w § 1P �i u 2 A B -- C. 1 20 I P 2FCiFr CFT4RAP loo ' ¢PPARe. G•1. 7 / I25 Iv,' =I,. I tg.�F;a..�° T. 4 I✓I.Ev, PIT .it4P G'F!°IC 5 /G�7 grz7/ GI+ILA•Ap Gt� IU��'•1'C� eE{INEs 415 8 5 _ L • I rZ� PlAW� 1 7 o a 1 9 Gf. 1 G� "g,N5 P r. -1U�P L c 2-- / , 6t•4.V, ,_ 11 e ( G 2F'IHi 1 13 15 1711 l , O 1....-r- TP`U!ANT �'c;✓X� 9F4L V -� ryli✓., Io>7 :S I0Ce 0� % E 1Z 14 Its -r I �3i�e NbtJi M. /- 1'lf�Y: .21.0 Fo 20 a -----56:0 (te Pis. 18 Il _L---- 24 1 26 as G4111..171, aPFAREL 20 �/ - 27 - �' I ' 3���� ' �• l :30 32 29 22 24 24 ® / / , EM �� ®I1 �•� 53 35 1 1 .��� %i?�FLR o -- , W'1tfT' 28 II /� 1 . -`� "J -�� _� - 11 42 TOTAL WATTS 7 cal CAW /, '5 , AMPS X6)1 el 30 III P *2� � �PP�I 32 LTr. , nn I a i! err., -7 /uirr[' -. I PPyI�� .`. PI:I, 3-I 1��FMP 36 -1' /I�( 140120,31'90M N 38 40 39 12tK) • ITT FiaN4K, RAD. HT. _ _COO ./'io• i Oie0 9z ',../ 42 TOTAL WATTS 1I'ZI5 AMPS 6I? q, Se �I PROVIDE A SQUARE D. 20A '2. POLE MECHANICALLY FIELD CONTACTOR FOR CIRCUITS NOTED. CONTACTOR a' 3h CONTROLLED BY E.M.C.P." CABLE* (DDPROVIDE A SQUARE D. 20A 4 • POLE MECHANICALLY HEL.D CONTACTOR FOR CIRCUITS NOTED.. CONTACTOR * 3; CONTROLLED BY E.M.C.P.* CABLE* . • ail PROYIDE A SQUARE D. 20A '2 POLE MECHANICALLY HELD CONTACTOR FOR CIRCUITS NOTED. CONTACTOR **"1,11 CONTROLLED BY E.M.C.P.* CABLE* NEW PANEL EMI SCHEDULE 120/208 V 34 4W 100A 3P HAW INzg. v u a q 1_ n a SERVICE NAB'S . SERVICE ? ¢ to w a IP k K u 2 A ��(iGZ'3 B i20;.; C 1 20 IP �.att tt�ea. RAPT. G�1�1..� L.-s, . I I eTcr 3 1 G•1. 7 / I25 Iv,' =I,. I tg.�F;a..�° T. 4 I✓I.Ev, PIT .it4P a' 4 5 _ L • I rZ� 1 . o a 1 9 "g,N5 P r. L c 2-- / , 6t•4.V, ,_ 11 i l.Are?1 - -11 ( G 2F'IHi 1 13 15 1711 l , O 1....-r- TP`U!ANT I � 1 :S 1 __---- •• +a 11 I �3i�e /- 1'lf�Y: .21.0 Fo 20 a 111 24 1 26 as �/ - 27 ,/' :30 32 29 / / , el �•� 53 35 1 1 .��� 1 o -- , 1 34 as II 40 /� 1 . -`� "J -�� _� - 11 42 TOTAL WATTS 7 cal CAW /, '5 , AMPS X6)1 el 1 f The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation IN CONSULTANTS IIMMINIESIIMISSIBVERAN HARGIS ENGINEERS MECHANICAL 1 ELECTRICAL CONSULTANTS . SEATTLE, WASHINGTON 296.682.6452 • . REVISIONS NEIMIONEEMINSOMEIMEN ' No. Date Item 11 APPROVALS ISEMSNWEIMIEMMElam CREIGHTON /MITCHELL Project Architect R.D,OLSON Drawn G;W.HARFST Checked Approved . Registration IN SHEET TITLE lilleigieumnmailMMUMNIS ELECTRICAL PANEL SCHEDULES COPYRIGHT@ 198 THE CAIAISON PARTNERSHIP 1 € 6205 MAY 4,1987 Project No. Date si SHEET NO. MIERENSIIIMINNIEWSWANNOIS E9.3 w: ...:.,;ay�wr+.: r+.r,..,, ...,- ..,.... •-- - .- an- .cec =i- .<�-,+ +sup.. cs� aua.cNS:awsnw�.+.w�abdrw,rw� ./ y�• YAia },pJR:a"�s•K�'Jrt�!aC%ysqu. ✓.rawti... • • se 1111111111111111111 0 • 1111111 11111! II11111I1111111I1111111I1111111I11111 2 . FOOD SERVICE EQUIPMENT SCHEDULE NO. QTY. DESCRIPTION MFG. MODEL, W SUPPLIER 1 I REFRIGERATED DISPLAY CASE SCHMIDT 5148.46T R R.D. 2 4 CASH REGISTER NCR OWNER 3 I ESPRESSO MACHINE CIMBALI M20 -DB2. P R.D. 4 I KNOCK BOX GIMBAL( I/6 SIZE 5 I ' GRINDER GIMBAL 1 COM-GOB 6 2 U.G. REFRIGERATOR DELFIELD 406-CA .• 7 2 COFFEE WARMER WELLS H -006 " B 1 H.W DISPENSER. HOBAR.T HWC--4 " 9 1 DRIP PAN PERLICK • G213 ?9A -P8 " 10 1 C.W. DISPERSER PERLICK 3700 -PB " 11 I ICE CREAM CABINET KELVINATOR KDC-47 12 I DIPPERWELL FRANKLIN 2911 .r 13 I WATER CHILLER HAWS HRC-9 " 14 1 MILKSHAKE SPINNER. HAMILTON ISO " 15 1 DRIP PAN CUSTOM lb a MILK DISPENSE..R. SILVER KING NSF•S41 .. 17 2. CUP STORAGE M.W.C. PURVEYOR-- I8 ? SODA DISPE. NSER Ict I PASS SHELF CUSTOM P.R.D. 20 4 SOUP WE.L.LS WELLS SS-10 " 21 I ORDER WHEEL TOPPO 12CH It 22 I STEAMER ROUNDUP FWT -115 • 23 1 U.C. MICROWAVE PANASONIC 70S0 24 I DRIP PAN CUSTOM 25 A COFFEE. URN - CURTIS GEM -12 ' 26 1 JUICE DISPENSER. VITALITY A5 -3?. " a7 28 1 ICE. TEA DISPENSER BUNN T-2 ,. 29 I DE-CAE COFFEE MAKFK BUNN F -2.0 ' 30 1 HAND SINK ADVANCE DI -I -g, 31 1 MIXER W/ STAND • HOBART A -I2.0 ' • 32 I . WORKTABLE. 'STA-FAi3 WTS-a436 33 WALL SHELF METRO 12" x 72' 34 1 LETTUCE DISPENSER SILVER. KING SK2.S E3 35 1 WALL SHELF METRO 12" X 2.4 .36 2 TICKET BAR 'TOPPO 2.10A a-4g0A •' 37 1 SANDWICH TA13LE DELFIELD VI8684- P32 • 39 i SALAD TABLE DELFIELD V18699 -P32 ' 39 1 HOT FOOD TABLE EAGLE SPDHT2 -1207 40 1 WALL SHELF STA -FAB WM0-1550 P.R.D. 41 . " TOASTER. HOBART ET-2.7 42 2 FILLER PIECES CUSTOM ,• '43 1 MICROWAVE. OVEN PANASONIC. 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"'"12 t • IN .wf+ z}yrtvv�.5.o "• ^•• CITY 1i'ci'r's li APP1?(1q:0 JUL 2 4 19;7 L r The Cason Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation U CONSULTANTS PANIC RESTAURANT DESIGN 1105 12th Avenue NW Suite IA ISSAQUAH, WASHINGTON 98027 (206) 382.7932 • REVISIONS ICIMINIMMIXIMMIAMMENESENI No. Date Item COPYRIGHT) 198 THE CALLISON PARTNERSHIP a APPROVALS Project Architect Drawn Checked Approved '. Registration U SHEET TITLE KITCHEN PLAN & SCHEDULE 836205 MAY 4, 1987 Project No. Date ® SHEET NO. K7 t • w.. reer. .«+ra u.0,1~t :+owv, ._ rISAMONlege1'yQr.3MMTN. i tEP'01,WW,' JF{,gr•••'^. • --r c •• Iii- ---- DUPLEX + 48", # 6`# 1 .l 80X4f3 "r #78 DUPLEX - 6, # 79 -{. BOX +110 -, #b7 a 6O X. no', o'; #* coS 1 OuFt,EX + 4ET; 3t 14 rDUPLEX + 4t3, # lb ! I_ DUPLEX •t" lo; Ie I La Box To PEOVIpr. POWEk. FFoe. # 1,a,-3,5,6,-7,6, 1t,13 1 .3 Box +KO ', :20 I DuPLEx + 10': #. IS 1 DOPLEx -a• a9; # 23 • E�CTRA DUPLE% - 4 J BOX •• I0', 4# 631 /46 3b� 48 DuPLGK t 4g4L1.41.-3j. l DUPLEX t 40', 3 J E.xTg.A DUPLEX t toII J I30 + 453, #foil QUPLEX r J Box i- 4a*,1* 2.5 pUPLEx 3- 12 ',t6 auPL.Ex + B' # 26 ® ■ tea l I I 11®'1 asox -r -S', 4J i;UALEX i• -18,# cal DUPLEX fi 12; 361 DUPLEX I' 4S",## 5� DUPLEX fi 12-i #1: Sci 4$•• ## 2? PLEX+4cI'4ai3 x •t48; at I -.1 sox * 4a': ra sax -+.Sa,,# so i �. RA DuPL:X -t- 43; (3 )1 f DUPLEX 1 36., It S9 1 TxTEA DvPLE.X 44 ;,6;) z.---6 PLE x •t- Uo-, #t 41 1 "rP.rk bUPu.x tlii r3uPLcx -t- 12,# 3'7 F-re.A1 pUPLCX, �--1 DUPLEX -t• Lx-r A OUI'LEX -1-• 401 • r FOOD SERVICE EQUIPMENT SCHEDULE ELECTRICAL REQUIREMENTS N O. I QTY. - DESCRIPTION MFG. MODEL # SUPPLIER VOLT PH. AMP KW HP REMARKS I REFRAGERATED DISPLAY CASE SCHMIDT 514R-4/or P.R.D. I20 t ILI -- 1/,3 NEMA 5 -IS -P 2 4 CASH REGISTER NCR OWNER P R.D. 120 208 1 3 1.0 10.0 - - - -- REQUIRES ISOLATED CIRCUIT NEMA LIS -30 -P 3 1 ESPRESSO MACHINE CIMBALI M2.0 -DB2_ L4 1 KNOCK BOX GIMBAL! lib SIZE " - - - - --- -- 5 I ' GRINDER GIMBALI COM -GDB " lip I 4.0 - - 5.15 P 6 L U.G. REFRIGERATOR DELFIELD 406-CA 120 1 4.0 --- +/5 5.15 -P _ 7 2 COFFEE WARMER WELLS H -006 I20 1 1.3 - - HW B 1 H.W. DISPENSER HOBART HWC-4 115 1 11.1 - - 5 -15 -P 9 1 DRIP PAN PERLICK C21379A -Pa -- --- -- - - 10 1 C.W. 015PEN.SER PERLICK 3700 -PB -- - - - - ll I ICE CREAM CABINET KELVINATO& KDC-47 115 l 5.5 •--- 1/3 S- 15 - P - 12 1 DIPPERWELL FRANKLIN 2.;46 I1 --- --- -• -- -- r13 i WATER CHILLED HAWS HRC-S 115 1 S.3 - --• HW 14 1 MILKSHAKE. SPINNE. '. HAMILTON 9 S 120 1• 2.0 - -- 5 -IS-P I5 l DRIP PAN CUSTOM! - •- - - -- lb a MILK D1SPENSEI'. SILVER. KING NSF•SK1 120 I 2.0 -- ----- 5 -15 -P 1? 2. CUP STORAGE M.W.C. .- __ _... .-. - 18 a SODA DISPP.NSER • PURVEYOR. 120 I 2.0 - --- 5 -IS -P 19 1 PASS SHELF CUSTOM P. R.D. -- - - - -- 20 4 SOUP WELLS WELLS Ss•IO 120 1 '3.8 - - HW 21 I ORDER WHEEL TOPPO I2CH - -" -`-' - 22 I STEA.ME ROUND UP FWT 115 120 i 141.6 --- - 5.20 -P 23 1 U.G. MICROWAVE PANASONIC 70F,0 120 1 12.3 - - 5-15-P 2.9 t DRIP PAN CuSTOM .' - - - - - 25 4 COFFEE. URN ' CURTIS GEM -IZ I2O/208 1 29.0 6.0 - NW 26 1 JUICE DISPENSER' , VITALIT`( A5 -33 120 1 12.0 - - S -IS-P . _27 28 1 ICE Te.A D15PE1` 5 .R _ BUNN T-3 `• 120 I 15.0 - -- S -20 -P acl f DE-CAE COFFEE MAKEK BUNN F -20 " 120 1 2O) - -- l-VW 30 1 HAND SINK ADVANCE Dl -I.5 - - - ~- - 31 I MIXER . W/ STAND HOBART A-120 120 1 6.0 -- `/3 5 -15- P 32_1_1 331 -1 WORKTABLE -STA-FAB wTS -2446 - - - -- -- WALL SHELF -_- ___ _ METRO I2' X 72: •' - - - - -- - Y- 34 ' 1 LETTu E DISPENSER 35 i WALL SHELF .3b 2 TICKET BAR. SILVER KING SKZSF3 " 120 i 2.0 --- - SN -15 -13 METRO 12" x 24 `° -- - - TOPPO 290A a- 44B0A •• - - - - - 37 1 ; SANDWICH- TABLE DELF1ELD V18684- P32. " 12.0 I I2.O - V3 5-20-P .�3 ! -r- SALAD TABLE DELFIELC V16(291-P32. ' ' 120 1 12.0 - 1/3 5.20 -P 39' 1 HOT FOOD TABLE EAGLE SPONT2 -120 . , 120 1 12.0 - --- 5 -15 -P 40 ! WALL SHELF STA- FAB WM0 -1550 P.R.D. - -' - - -- _41 ? 42 2 TOASTER HOBART ET-27 208 l 13.5 2.B - (o - 15 -P FILLER PtECE.S CUSTOM '• --- .._.. __ _.._ .-- 43 I MICROWAVE OVEN PANASONIC NE-11070 208 I RS --- - NEMA SIbb C • 44 1 WORKTABLE. STA-FAB WTS -3054 -- - -- -- -- 45 1 WALL SHELF ' METRO 12" x 4f3" - - -- - -- Sb 1 CI<NOPY MOOD STA- FAB BXC- 2.42.5 -102. 120 1 1.0 - - HOOD LIGHTS ONLY 47 1 KETTLE STAND CUSTOM --- 48 2 KETTLE GROEN TDB -7-40 208 3 30.0 I0.6 - HW 49 I CONVECTION OVEN RANGE WOLF KCHSS-Z.-29-FTti -►HT 120 1 10.6 --- t/4 - 5 -IS -P 0 1 CHEESEMELTER LANG O-2.-10.3w 120 I LO -- . I-!W 51 52. 1 FIRE CONTR.OL YST - \ ANSUL . '2.- 102. .. - -- - - -- ! WORKTABLE CUSTOM -- . -- __ _ - S3 5ef 1 1 HAND SINK ADVANCE 7 -PS -50 . ' -- - - -• -- --t - ---• SODA STORAGE PUR.VEYO ?., _55 5b. i WORKTABLE STA - FP,B WTS - 3078 P.R.D. - - - - -- 6 WALL SHELVES METRO 12 "x 311; 4S' •' S7 I WORKTABLE STA- FAR WTS-30120 ., -- --- -- --- - ___� -__w 58 1 WALL SHELF METRO 1B' ' x 60" • •' • S9 ! . SLICE.R HOBAKT 012 115 1 62 I/3 5 -15-P 660 G1 I PORTION SCALE C,LOBE. 435 120 1 1.0 -_ _ _ 5 -15 - P 1 WORK - TABLE - CUSTOM '. - 62 1 VEGETABLE SINK STA-FAB 52-2429 -24RL " MAN rfowcc GY- 0891N T " . 206 --- 1 - 17.0 -- -- - l •1-iw 63 i ICE MAKER 0 1 ICE .?1N MANITOWOC C -700 -- (05 1 \ iALK -IN COOLER HOBART 6=9 °nt �s'x 8-&" " 1 2 0 1 2 0 8 --- I --- 14.'7 -= - 3/4 I-IW ELECT. T O mu. c.OIL, LIG T, COMPRESSO 66 HOT COOLER SHELVING METRO 'NK" SERIES " -- --- G7 (08 1 WALK -IN FREEZER. HOBART 6'-.9" 2 ' " A 120/208 3 . 22'9 - 1 Ye HW ELL-7.c-r. TO NAME. COP-, LIGHT, KATE?, COMA - IIOT FREEZER SHELVING METRO. NC SERIES '• _- - _ t - - 5 -15•P • ' 09 1 COMPACTOR • GK.IND. PSI -30 " 120 - I -- io.0 - --- 1 I HOT 'WATER • TANK PL'JNNBE. R LIFT • TRUCK GE.NtE 10 . P.R.D. - -- - - la IIOT DRY STORAG2 SHELVING , 1�M(ETRO . ' • - - -- - - ' ® 1 MANAC ER'.S DESK - OWNER --- -.- - . - 741 I FILE. CAaINE.T . 75 I SOIL Q154- STABLE STA - FAB 3O" x )2' -O' P.R.D. - - --- - - . 7b i UNDERS HMS , . STA - FAB 24' x -7,-6" --- --. -- ---- -- [77 1 SLANT RACK- ST'` FAB 61" -' -.. ---- --. -- - 784_ 79 II Q ►SPOSE 4� HOBART' FE 2.- 1Z.5 -1= -4 208 I 9.3 --. I Vet HW �DIS?•t`W'AS4 -1ER. AUTO •C.HLOK A-4 OWNE.k 12.0 I 15.0 -. - 5 -15 -P , 80 1 CLEAN! DISk1TABLE- STA-FAB 30` x l=6" P.R.D °-- -- -. - -- Bi 7 1 WALL • SHELF MET e.0 le' x i2o - • . $2 I 1JNDERSHE.LF • CUSTOM 83 I WORKTAQLE STA- FAB WTS-2736 - 84 1 WALL SHELF ME.TRO 12" x- 3a" - ---- .SS I PEFRL CREA14 0 1SP. WYOTT FC•b ,. 12.0 1 2.0 -- --1G-T3 1111111111111 111111111 Ii 111IIII1111I111 1111111111 11111111111111111! 11111111111111111111111111 111TH' Ii11I1111111I111I111I1 11I111I11111111111II1II111I111I111I1111 4 5 6 7 8 9 10 11 M.PFBIGFP4IL, 12 "7 AM • 'lb , rg 1'PPn {tt.lr_L) jut N 419B1: { The Cal1i on Partnership Architecture Programming Panning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 1. The Callison Partnership Ltd., A Corporation 1 CONSULTANTS PACIFIC RESTAURANT DESIGN • • 1105 12th Avenue NW Suite 1A ISSAQUAH, WASHINGTON 98027 (208) 3924422 • 8 REVISIONS No.- Date Item 19 APPROVALS Project Architect Drawn Checked Approved . COPYRIGHT ©19; THE CALUSON PARTNERSHIP i^ i!XlY:1'^+w.,,A tsstil: f.t8if .vru 'r..:. o. . Registration NI SHEET TITLE KITCHEN- PLAN ELECTRICAL ROUGH-IN 86205 MAY 1987 Project No. Date 8I SHEET NO. VINISSI K2 1P.7:7", 6 fL00R DRAIN FbR COMPACTOR. 3/4' CO414. 1- 12 VEg.IFY, #r)O( C.v.) 10-, VE.R 1 FY, dd• 70 I ---1 FLOOj. sm.. FOR. it 6547, 1/R NW t- r, 02.AI N TO FLO02 Seyt # 7Q + ED , 172.AIN TO FL.00E SINE. 3*' 17. 1 FLODE. SINK FOR it IS,15 l 1/4" ,# I8-1 1/41' Gw la' 3* 161 13/0• c w + (ob; DRAIN `f& • FLooe.. stt•l~ ,14 63, IA 1 FL002 SINK. FDA' ITEM 0'5 (4-2.,6-41. H C\' -1- I4', DeAtN -to FI.ObP 51NK,4 SG i LL.Qb2 $111K FOP_ # 18, 24 1 1/4"Cw -t• 48, #2_ra • %- CAA/ + 45', it 2.0 J Cw r4; tt2.6 4V.. • 2q I . /l, H + ♦ + 22'• ;Ye VAST : \ o'; #k 30 '/L' Nt-cW -i- e.2.:7-1- W+sTrr•r 2.0,453 t'_,u 4:' SLaFVE TO DISPENSER'S, it. 18, STUB - CUT. " A.r.F. IN WALL., SYRUP LINES t Ti 1 ' /i' coNN . - 60 -, # 5o 4 .arn.,.a !Jm2•l.4!CY �Y+4J}YT{L'.. ti. 3 /'t CONN. + , #' 40{ } 'l2'• 1i b• CW -t"�i' PPA1N TO S'I,.O02 SINK, 41,4S • 4 2 J 0 F FOOD SERA, /ICE EQUIPMENT SCHEDULE PLUMBING REQUIKLMENTS �____7. NO. QTY. DESCFUPT10N MFG. MODEL # SUPPLIER or OPEIJ AIREf.T C4tJN• TU RE.MARK& I I REFRIGERATED DISPLAY CASE SCHMIDT SHR -46i P. R.D. --- -_ - - - 4 CASH REGISTER NCR OWNER -' - - - - - -- r 3 I ESPRESSO MACHINE CIMBALI M20-DB2 P.P.D. • 1/1' -- /4' - - --� D A1N TO FLOOD SINK �r 4 I KNOCK BOX GIMBAL! 1/6 SIZE — — — — ----- — 5 I GRINDER GIMBAL I COM -&D13 -- 6 2 U.C. REFRIGERATOR 40b-CA 7 a COFFEE WARMER _DELFIELD WELLS H•006 -- -- -' - - - . 8 I H.W. DISPENSER HOBAR.T HWC-4 '/4` —' — —° -- 9 1 DRIP PAN _PERuCK C2137gA -Pa '. - - LL 1/2" - - - DAN TO FLOOR. SINK - -� 10 1 C.W. (DISPERSER • PERLICK 3700-PB I 0 3/8" - - - -- — II 1 ICE CREAM CABINET KELVINATOR KDC-47 - - - I2 1 DIPPERWELL FRANKLIN 2,4 II .' t /4' '- 3i3 - - -- -- _ 3 I WATER CHILLER N_AWS HRC-g 3 /s'• - - - - •- I4 I MILKSHAKE SPINNER HAMILTON °ISO IS I DRIP PAN CUSTOM - -- I•• - - - DRAIN TO FLODR, SINK lb 2. MILK DISPENSER -SILVER. KING NSF-S4.t' « - - - - - --- 17 2. CU.P STORAGE M••C• -' -- -- - - '/4" -- '/2:V DRAIN 70 FLOOR. SINK !8 2 'SODA DISPENSE. —__- ___ _____ PURVEYOR, PURVEYOR 19 1 PASS SHELF CUSTOM P.R.D. - - - - -- - 20 4 SOUP WELLS WELLS SG-10 - -- -•- - - - -" -` -- - -' - 2{ I ORDER. WHEEL • TOPPO I2CH '• 22 23 I 1 STEAMER ROUND -UP FWT --115 - - - - -- - U.G. MICROWAVE PANASONIC 7050 --' -- - - - - 24 t DRIP PAN CUSTOM - - F -- -- - DRAIN TO FLOOR. SINK 25 4 COFFEE URN CURTIS GEM -12 3/s" --. --• — — --- 26 1 JUICE DISPENSER • VITALITY AS-33 PURVEYOR 3/0" -•• - - - - 27 - •• _e 1 1 ICE TEA DISPENS7... BUNN T-3 . PRD '/%• — — — - - 2q DE-CAE COFFEE MAKER. BUNN F-20 '/4" 30 1 HAND SINK ADVANCE DI -I.5 Ye." '/2' - I1 /2. - - 31 1 MIXER •/ STAND • _ WORKTABLE.. _- _ ___.. HOBART A -12.0 - -~ - -- -- -- 32 33 I _ _STA- FAB WTS -244b " _ - - _ . WALL SHELF METRO 12'• x 48- - -° -- . -- -- . 34 I LETTUCE DISPENSE!2 SILVER KING SK2.S 13 - 35 1 WALL SHELF' METRO 12" x 72:• -- - - - -- .3b 2 TICKET BAR TOPPO 290A a-480A " - - - - - - • 37 I SANDWICH TABLE DELFIE.LD VI8184- P32 - - -- -- - - ,......._.4 • 3e• SALAD TABLE DELF{ELD V I Ab94 • P32. . 39TI HOT FOOD TABLE 1 EAGLE SPDHT2- I2.0 40 I WALL SHELF STA- FAB \JN1O-ISWO P.R.D. - - - - - --• 41 2 TOASTER HOBART ET -27 - - - - -- 42 2 FILLER Pte -CES CUSTOM - - -- -- `- 43 ! MIC ROWAVE. OVEN PANASONIC NE.-1b70 '. • - - --- •- — — 44 I WORKTABLE STA -FAB WTS -3054 - - - -- - --- 45 t WALL SHELF • METRO I2." x 48" . -- --- - - -• - 46 I CANOPY FOOD STA -FAQ BXC-- 2425.10 '' — -- -- — — — -- 47 I KETTLE STAND CUSTOM - `- 1" - - - DP.AIN TO FLOOR. SINK, 4B 2 KETTLE. GROEN TDB -7-40 ►,a•• VZ.- 49 I CONVECTION OVEN RANGE WOLF KCHSS•2•2.9•FTIt -1HTC . " --- — — — /4" 82,500 50 1 C14EESEMELTER. LANG 0- 2-10.3W -' ...... --- -- -- '/2" 30,000 51 { FIRE CONTROL SYSTEM • ANSUL . 12.-102 " • --- - - - -• - 52 1 S3--1- WORKTABLE CUSTOM - - -- -- - •- HAND SINK ' ADVANCE 1-PS-50 .. '/2" %z" '- I%" •-- - 54 1 SODA STORAGE PURVEYOR - - -- - - - 55 ! WORKTABLE STA- FAB WTS - 307e, P. R. D. -- -• -- - - - 5b C, WALL SHELVES METRO 12- -)c 342; 4S" •• ........ 57 1 WORKTABLE • STA- FAB WTS•30120 - --- -- -- - - 58 l WALL Sl -tELF METRO {B- x b0" - - - -- - . S9 I SLICER . HOBAKT 1-/ 12- _ - ____ - GO , 1 PORTION SCALE GLOBE 435 .. ._ __ -.. - tot I WORKTABLE • CUSTOM .' •- -- "-- - - 62 1 VEGETABLE SINK . STA -FAB 52.2421 -24RL 1 /z" • - . 11/2.- - - DVAIM TO FLOOR SINK 63 1 ICE. MAKER . MANITOWOC GY-0891M 3/e" - - - - -•- 0- I ICE „BIN MANITOWOC C -700 • •-- - 1/4" - - -- 65 1 WALK -IN COOLER HOBART 6.41 -x 12'•3 "2(8'-6" " . - - -- V ' - - --- IWAIN TO FLOOR. SINK lob I ICT COO1 P.P. SHELVING METRO -'NK- SERIES -- - --- --- --- ..— - —. DR.AIt•1 TO FLOOR SINK - 67 i '..'I 'N FREEZER. 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'191 CL VAX I FL.Ecroie .:...C-9ac3L1 fv L4OL1V12 u9 1!:L.k'41, The Caflison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Caliison Partnership Ltd., A Corporation ID CONSULTANTS ONWEISMINIMMIVNIMMEIOL B\?zixY1flcno AISIg-311EILER% • architects & planners 288 funston san Francisco, ca. 94118 • C415)668 6833. wo..NU1 TAM Ili REVISIONS WINIEMINIWIIMMENNIEMEZ • I/. r , ...' I/ l Y. No. Cale Item 2L 1r% k�, —tJlJi X01.1 t7 0,4"^4 ,601.- IC? tei3O-1,4j;J? 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ITT 5 6 7 8 9 10 11 4M(Ncf",,, 12 H U._f,YL l" :1 Jul, 34 1991 The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washir.gton 98101 (206) 623 -4646 The Coliison Partnership, A Corporation M CONSULTANTS MMISIMI Thomas L. Berger Associates P.S. 2021 Minor East Seattle, Washington 98102 (206) 325-6177 M REVISIONS MMEMIMILMSSIBMIMMINIMOMMMOM No. Date Item III APPROVALS StONNKENEEMENNIUMEging Project Architect Drawn Checked Approved STATE OF WASHINGTON REGISTE 0 Registration ilri SHEET TITLE IMOMMEffungsgatenaus IRRIGATION PLAN & DETAILS 86205 MAY 4 1987 Project No. pate N SHEET NO. Sidallinalaftanamemmill L--2 4S.wrg:c'p .. 110 ,0N.w -w7GaS AWi— .a.sted ..xlsi .^i.:./u •011CALI0 14.• 0.1141.01.1•0 CO. • lot EV 111-W2.0 .00•1011•0011.0••■••••••■••••••••• Th a Me= 01 V.% In MO 19 MOM LI 100•00 s Maw WWI& la TRW a Orme Maw l• MN= •••• n awn IN me • Imam MEM I. 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The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623-4646 M REVISIONS MIMMEEMMIMMOMEMMIIMMMIM , No. Date Item M APPROVALS MISIMMOMMEMMOMIME Project Architect Drawn Checked Approved !. STATE OF ,,WASHINGT N REGISTER , ST.6.EAL2 Registration M SHEET TITLE IMMIMESEinemegvingam f3RD FLOOR 0(D IRRIGATION P1 & DETAILS 88205 MAY, 4, Project No. M SHEET NO MMOIMMOXYLOMP DIMMMEMIMMOMV 1 f � ( i ; ° t'l�.dYll� °i1" df *' c� • r� +w:abcrn- a..^�a.,yeypy, c ��.klor'4'� +�°a': tviAvt 1-Al h1 E= >. r 'i Yv/ T LJ''4NFL N4C LM (':E 4-) -1-,-4F2.1-.) nsC1 OE M,...IN•T•AIN `rN G T - rFZ`(;'axl "( W(/ -r L. t L rut' -4 L1-2; .) pe fig LJ N ! 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RY ,11-IC_`N`3 A 61'-10v4i1-I F(Drx. ; n- fwL_C)c L7k NN C; (tSElE .`TE U 3) TH u 5a.. vset-4 (sr t..ierrys 5) t? i Tit. ) • jjiir7 f ,.l ice: Ir`FF`{^ Pf viDt�4'F "hr • m X G" h.1 LrNG`t" 1 T L_ AT Dctt?stS I 4- i 1 l ktrA 1 N RT}J 4<17- w/ Tl N L L (.44,tl'1 AS 51- +a Na IKS 4 ) •1-141, Pt V 7) ) 1 I I - 4 7 -- ' fb- ILA E FIRST FLOOR PLAN E,)) pi_OVIC At C S t= (1)ra.. s!• .r1PPjNG1/ Rer.ANIVIhicA �7119alt�C,1 I�,i.OADIiJ r cid.. cc rla,uCTIdN -I - -- -- ///��� 1,1 ,rN'T ",7iN �rX1 -T W /ITVNNELl.. / E.. GLOSIFir (.sr =� 1NC;r / 4) Vr- H L) r1 ) I t4- --4 G 3N��TP- L1G +riON rf: k4.c -E INSTALLATION OP NEW? L- C14.C)I1 JGt DOC,.R - LI1---4I7I R StirPAF..4.T$ >v ' _JTM,N ;T N0TE.: 5r.E- . T, ON DEW \!L`✓, AUGUST 24 THRU NOVEMBER 1,1987 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 1 1a. • Ppt-OYf TiB1'MiF■■=~40tY G"PILrt.I421 4 LicAlr- rr'INCJq 161SRt V (7 ro N :B / 67113LIALs. 1N6'1- "1.-L -.AZ r I Lir-4 A. FPS - 1-1I‘10-H-r we i . os- 4LY ---1 relarra I 1' L -- ' - -f - =ti= Sit r 4? re) Nc,11r 41.TF-1F .0 7, ).� 11 L_1_ TEjvtlx�r rlTl3Div @ CtaRJc5 ro H' �. FR, C� M 5 -rc G H p C? ta. i= LC:c71$. PeMO r, • r7 I! L lf�• mlJ_r.�, SECOND FLOOR PLAN GENERAL NOTES I. DEMO EXISTING SIDEWALKS. 2. BEGIN DEMO OF EXTERIOR BRICK. 2A. iNSTA4 NEW MECHANICAL CURBS AI' ROOF. 3. REMOVE EXISTING SPRINKLERS AND PIPING IN DEMO AREA ONLY. REMAINDER OF STORE SPRINKLER SYSTEM TO REMAIN IN FULL SERVICE DURING STORE OPERATIONS. PLAN ALL WORK ACCORDINGLY AND WITHOUT FAIL. REINSTALL SPRINKLER PROTECTION (FOLLOWING COMPLETION OF AREA CONSTRUCTION) IN ACCORDANCE WITH BUILDING SPECIFICATIONS. 4. PORTABLE MULTI - PURPOSE FIRE EXTINGUiSRS TO BE PROVIDED A. DEMOLITION WORK AREAS. B. EXITING TUNNELS (BASED ON 75 "FT. TRAVEL DISTANCE RULE). C. NEW ADDITION WORK AREAS. MINIMUM UNIT SiZE UL RATED 2A, $OBC DRY CHEMICAL. S. EXISTING EXIT SIGNAGE AND EXIT LIGHTING TO BE REARRANGED DURING RELOCTION OF EXITS. EXIT SIGNACE AND EXIT LIGHTING TO BE PROVIDED IN ALL TEMPORARY EXIT TUNNELS. trh' IC) VE F_ti1.T .G STA.i FL AFT1?r& -TAT R -4r 2- MAIhiTAI N Exit- 'r., 1-1-)NNE 11 ING.LCSL rata= (5EE - %) Y H PAL 1 O) ). 1 P.411''Ll-r-lj • l l ll * -i-ri Lf; 11 IN�Tr�i L Tel -e1P sz:r IT- ,C1Ns AT .SE d EL.EV CP.. L.LX T 1oT�S. - _ INST L. NEW ` C.A.LAT C9riti CL..IE °5roJii t .' '9oR 1^T 6)71-tiac1 £3) ). e 9e • CONST .CTI C�f� FENCE MArntTAl N NC",IR -rH E' IT WITH +ZAT£C)Tur- 1Ni�L. EN LQSuf2E L* T1 L. F''i P <<'SEED t-..1c->RTH hNTR`1 COtv1PLET(0N (SELL i4o-r 7) TF-+SU iO' - - - --0 6. PROVIDE TEMPORARY SPRINKLER PROTECTION IN TUNNEL AREAS. CONNECT SUPPLY AT NEAREST SUITABLY SLFPLIED SPRINKLER RISER AND PROVIDE CONTROL VALVE AND WATER FLOW SUPERVISORY SWITCH. SPRINKLERS IN TUNNEL TO BE A MAXIMUM 130 SQUARE FEET SPACING, ORDINARY HAZARD PIPE SCHEDULE 165°F. WHERE NECESSARY, PIPING TO BE INSTALLED USING FLEXIBLE COUPLINGS TO PERMIT RELOCATION OF TUNNEL_. 7. IF TUNNELS AT EXITS ARE NOT REMOVED PRIOR TO COLD WEATHER (BELOW 40 °F) SPRINKLER SYSTEM MUST BE PROTECTED AGAINST FREEZING, EITHER BY PROVISION OF HEATING SYSTEM OR INSTALLATION OF DRY-PIPE OR ANTI - FREEZE SPRINKLER SYSTEM (IF APPROVED BY LOCAL FIRE DEPARTMENT). 8. ALL EXITS (EXNSTtr 1G AND PROPOSED) ARE TO BE AT ALL TIMES MAINTAINED FOR SAFE PASSAGE DURING CONSTRUCTION. 9. WHERE POSSIBLE, RETAIN EXISTING WAILS FOR PARTITIONING PURPOSES. IF EXISTING WALLS DO NOT MEET RATING REQUIREMENTS - INSTALL TYPE I TEMPORARY''PARTITION ADJACENT TO EXISTING WALL. I -1 i L✓� ,'� eletMSa�eoeu CF; C7 +1111• W t1 a . �.iigt r Y tldl r teats ( r1Lr1 ,rat riareirrit ral I[ U iI1H111i1 - MI1111111111111111 -. ETAdr D4 GhAU WC.LL 7 G t= 1�pIr ; T 1 C- r- C :' E F= Gam- E . L1 i!J T-t-1k L) .5) ) p I. r3 L L - MAINTArN EXIT tv, TLIh1N L EL-r.C:t sU Fa (SEE NOT Ec• 7) 'r -HF2t•) to)) FIRST FLOOR PLAN .r FZrcMove exisTiNdet °1-4,1F . A.F'i MM 51 -AI Fr.. #: °.. DMP IOhd AND tes c 1 - .M i t' or. N I! NC)Tk : Sea 91 -tEE• I. r-rI C't D�TA,L_ A1•-1D INT' Egg rr:IOP°t E3Let v.- >'1""1GtN • NOVEM8ER 2 THRU MARCH 13, 1988 NOTE: DATE'S PROVIDED BY BAY(. Y CONSTRUCTION i • PHASE •r COr -sa-r ciGT IcIN PaENGE • 4 •#sic :--i=+ J� r - - �� 1, f Y Y V '� • ••. `Q- UE91vi D G iv1U W A'L•-L c*rxlL7es rc-) ON 'C.' t= 0f�'SGALATOR. r•15 T A L L.-AT ION c= • E ?,. F' F F'& T- I' r C N AT > G.a..L.Aort F2 ,a.J E.1 1 41`c 1 � GAT 1� 5 1NSTr.LL... NM. eec. LATCIt>~_� E E ;NOTES c,) r I-+r�u1 e.) ) 'sl •7 _63 SECOND FLOOR PLAN I. BEGIN INSTALLATION OF A NEW *EXTERIOR BRICK AND CAST STONE VV NEF,R. 2, 'DEMO EXISTING ROOF PENETRATIONS. 31 INSTALL ZONOLITE AT ROOF. 4. INSTALL NEW ROOFING AND FLAS, IiNG AT EXPANSION. �: - rgtT -tXI1 i iii` S1111015M5Y-ARIE VTR AT '-"r MAINTAINED FOR SAF=E PASSAGE DURING CONSTRUCTION. 4. REMOVE EXISTING SPRINGERS AND PIPING IN DEMO AREA ONLY. REMAINDER OF STORE SPRINKL R SYSTEM TO REMAIN IN FULL SERVICE Dt./RING STORE OPERATIONS. PLAN ALL WORK ACCC O)N,GL.Y AND WITFHOilT FAIL. REINSTAti SPRINIQER PROTECTION (FOLLOWING COMPLETION OF AREA COSTRUCTION) IN ACCORDAII%E WITH BUILDING SP ECIF'ICATIOI+tS. 7. PORTABLE tiV../LTI-PUPPOSE FIRE EXTINGUISHERS TO BE PROVIDED RNs DEMOLITION WORK AREAS. B. EXITING TUNNELS 4 sD ON 7S FT. TRAVEL. DISTANCE RULE). C. PEW ADDITION WORK AlS. NIMUM UNIT SEE UL RATED ?,A6, MC. DRY CHEMICAL S►.: EXISTING EXIT SICa' CE AND EXIT LIGHTING TO BE v A13 (ANCED • ,OLIAING RELOCTION Of EXITS. EX43 SI Ge, AND EXIT LIGHTING • TO BE PROVIDED IN 14.1. 'fEWPM, fl► EXIT TUNNELS. 1 •! '- '--RmrsoovE' mX1STIN(3 ,7=1"-A.1 R. AF'rMs Nli� 'li• 3 .J.:- P.IPLi .1 tC» I ANP 5,Er 1N F'FP-_f\M1NG OP Nl;Y1 Sr,e--.1 fa. .41, 4- 9. PROVIDE TEMPORARY SPRINKLER PROTECTION IN TUL AREAS. CONNECT SUPPLY AT NEAREST SUITABLY SUPPLIED, SPRINKLER RISER AND PROVIDE CONTROL VALVE AND WATER FLOW SUPERVISORY SWITCH. SPRINKLERS IN TUNNEL TO BE A MAXIMUM 130 SQUARE FEET SPACING, ORDINARY HAZARD PIPE SCI.EI]ULE 1113°F. WHERE NECESSARY, PIPING TO BE INSTALLED USING Ft-EXI8LE COUPLINGS TO PERMIT RELOCATION OF TUNNEL. 10. IF TUN&ELS AT EXIT,S ARE,( T MMOVED PRIOR TO COLD W Ft} EATI-€R (BELOW 40" SPI- 4:'iKLER SYSTEM MUST BE PROTECTED AGAINST FREEZING, EITHER BY PROVISION OF HEATING SYSTEM OR INSTALLATION OF DRY PIPE OR ANTI•FREF7E SPRINKLER SYSTEM IF APPROVED SY LOCAL. FIRE tARTMENT). II. SERE POSSIBLE RETAIN U.ISTIP G WALLS FOR PARTITIONING PL.EPOSES. IF EXISTING WALLS DO NOT MEET .RATE G F.EQUIRE.MENTS - 1P/STALL TYPE I TEWPORARY;WTI-VON AMIAONt T,O EXISTING WALL. 12. ALL TEMPORARY PARTITIONS AND EXIT TUNNELS ARE TO BE FULLY MAINTAINED UNTIL AREA WITHIN PARTITIONS IS COMPLETED AND SAFE PASSAOE TO REQUIRED EXITS CAN BE PROVIDED. REMOVAL. OF TEMPOWY PARTITIONS AND EXIT TUN L$ TO OCCUR OVERNIGHT, DING NON STS HOURS, S, EVENING PRIM TO OPENING DATE OF compLenia AREAS. 41 t1) ,:}- - THIRD FLOOR PLAN 10. ALL TEMPORARY PARTITIONS AND EXIT TUNNELS ARE TO BE FULLY • MAINTAINED UNTIL AREA WITHIN PARTITIONS iS COMPLETED AND SAFE PASSAGE TO REQUIRED EXITS CAN BE PROVIDED, REMOVAL OF TEMPORARY PARTITIONS AND EXIT TUNNELS TO OCCUR OVERNIGHT, DURING NON STORE HOURS. THE EVENING PRIOR TO OPENING DATE OF COMPLETED AREAS. II. MAINTAIN ADEQUATE MARSH GAS VENTILATION AT ALL TIMES DURING CONSTRUCTION„ E1% 1C, V E^ e; K F 1 Al F. AF TER /.1R # 1 : (-4 , 5r•1 \r11 z. ■.IT E N. L..E_'sL R.. E_ 7) 7--if-,-.1._)10)) R.IOR TO c..�T r 1N5<T.�'_L_ TEGNIF r•1,��.•{ F��TC7 Exl-r - (5EE NGr •7)Tt -1l uJ 10)) PRiOF; TO 7-r p c.c i Fz L. my at-4 LEGEND IRO .168 0 CRS 1 ameacionvorm it NEW TEMPORARY PARTITION EXISTING TEMPORARY pAkirnom (ERECTED IN II,W1/110146 1PWAtiyg) brass pluir TUNNEL EXISTING OR TEMPORARY DIWARTPAENT SHOES NEW DEPARTICENT . 14/GHLKIHTB) WALLS AND ROOM NAMES ARE TO SE COMPLETEL4 AT OPENING DATE SHOWN AT ADJACENT DEPARTMENT The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 523-4646 TheCailison Partnership Ltd., A Corporation FA CONSULTANTS SERERMENROMMERIERKMIRMS RI REVISIONS 115MIRREMISSMEMMESSIMERMOMN No. Date Item 5.29437 ADDEINCUM*5 (3- o ea-r EEN G414.)L:S 91q Id or-4 E' F•0 R. E .5GA.LATC]1� IN'STALL...47 -1C F I I r �,... IN4TA,i..L. TttPAPOI,01/ .p ^( PEAT aTi1r`'ti.: A1.9 .e1, ow �; tt :max i TI1 t`4 Cat 1 1 I() esK>reis 0)"1-t --i L' 1 7)tfb fS I 14'7_, 1 .d LL i E4.,1. 1'. ,'T -(1-I C rJ P1°-._(:' P0 5 �o E Sc .,A.LA ; L- F'. ---r G .- i..gb:C.,�-.r_u l * - -- 1 NS-r.. L i_ r-! B' l Vic: a. .�.1-c7 r�==1 `1 �1 "�•T 5 C�i_1 F _ 1 CAF -I ��a� CC (E- t--.C.-',7-E.-i;4(4); T .1 --IF4.0 if3) ) THIRD FLOOR PLAN 13. MAINTAIN A.DE 't1ATE MARSH GAS VENTILATION AT ALL TIMES DURING CONSTRUCTION. LEGEND tilkeiNDORROO orIEREMOSURSIS KING ISNO88 • NON TBAPORARY PARTITION ammo TESAPORMIY PARrrnoti (MID RUM/ft OR MAMMY DePARTMEIT Drawn NIONLIONTED WALLS 144110 ROOM MAW Mg TO BE COWLEY= AT °POMO OATS SHOWN AT macaw DEP&RTMONT NOTE; DRAWINGS SHOW GENERAL CONCEPT OF PHASING BASED ON PRELIMINARY INFORMATION • CONSTRUCTION REFER TO OTHER thwilioNes AND SPECIFICAMONSACTVAL PH**SiNG II�fIIIlIli1111!�! I.; 1;1;1111111 il1 ;1 111'111 0 1Hll�l�lllll�l 1![Wla•: {'..S 12.YAFin4a: - .r w ":. 1i111i1'1,1i1I11111�111 1j1�!j i 44 111;11'i A" Registration PtiA OLANS ARCHITeCTURAL PHASE sews , AUGUST 1i),Illtyl Project teo. Daft PH A1.1 INSTALL NEW FUN. --- FOR PERIMETER CMU viALL. 5eTWEEN GRIPS H M ON 5, 5F.TviEFA 555.1 ON M. • 1;41 f4- Ir „rei:!-Lr` _11 'I. 1 1 - $ --tr.: ir hi i il 1)EN10t.15F-1 FLOORS : ; ;1k----1 1-----41..... AND POUR NEW SHEA-r- WALL:, TO LINPU.5101 '' " • ;. OP SECOND FWOR. I ' I . ! 1 Cr"' 4-11---)rir--irt,f1 !64 LOOP Z 124!111211110 1 9 ; ! n • 11-1 , 1 : i - r- • -- 11 .i, ' -• • ' , I IL: i! " i 1 Li • : • " - gan...izusivi 13.24._ r__.;._..-' 03 ' ? ' t--L-------- I 1 F-T-L-.-11 ,-1- . L... •. fi-,, 4•1 IL„........_ . • i i ----- INSTALL NEW 5-700N1),41 -10N.5 FOF:. WE.51. [NT KY COL Ut\lf\i$ / OUN PAT i OW) (-OR BIJILDINO EXPANSION 5EThvEEN 4R1125 AtiE,54i5 6.461447641161.frampra66.4461. 1 i I 1 I tli ?L . . -.--. 4 __! __ i I I r. FIRST FLOOR PLAN 0 0 (5 0 POUR NEW CO).1(.-,ReTE- fi/ i;ALLS 40 —LOADIN( 9OCK- ut-;40e.:R. 5tPAATr c,-;oN-r-se..„41/447r AUGUST 24 THRU NOVEMBER 1,1987 NOTE: DATES PROVIDED BY BAY-EY CONSTRUCTION *wi INSTALL.NEWCMU TO THIR9 F-LOCK 41. ot I g : •PHASE KEMovE CONCK_ETE STAik.'AvELL -7- —REOVE C,MU/C.ONC,R.ETE WAIL 5ETWEE1N 6R12 518 1 PE-0• 01.15H EXISTING FL ,,'Jc1 P,UILD EXALATOR L • t. iceme-a4 caul 110 - 1 DEMOLI-H EX1'..;TING a'ri sesi 1 11 Medi ar• 3 it■ po LA NEW 5LI.A5 ON 6R- DE NoTe: ALL 46MPON 17 LIT I LITIES 4 ReNecH ALL BE F LLEP PRIOR TO 5e M POU -/ cfcti s octo 1 sot c c sall • clat els a cir• 1 - - ; - - ReMoVe dr1/440 WALLA ej lisHnZr 1-1(NIGHT W RK • 1 1..v.z...1 POI1R- Evy Four' hrq0R-___c,M._ _ POUR Nalsq FOOTING OK) ,1SRAFT -20°— •20.6nr.63.. FIRST FLOOR PLAN tee so -4, 'Jr) var-sc-s. --REMOVE C.N1U/CONCRETE WALL ALONG GRIP E 5ETWEEN 6RiP 12 8 13 (ON 4K117 E) REMOVE. COW:UTE STAIRwaLL NOVEMBER 2 THRU MARCH 13, 1988 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION ; PHASE 1 •••■ii !r, INSTALL New c.5TF(JCTuFAL. 5TEE'- / TENSION CHORDS UN2ER19 6 OF- / Exic.,,T CNICINT WORK ONLY) a'RT NW E:IRUCTuRAL YTL -()Fz. •E:67 e.criz.s( IL; In'. -t 1 ! [ I . !II . I __ - 11 ..;.:„... 1-T---4'T------11 1_1-'-' . 1 1 ;; ;';;' . ..; A :'. ;1' -1• . 1.....,p ,,,,,.. ...,, 1 ■ .„. .;.._ . :7-, ::: I 0 l i 115 r Li 0 L5TALLNEWC1LJiALL- Q} JP-TOT:MR') F!...00 I_ III 43 • H. • ERECT NIC."4 COLUMNS 4 CZ:AM5 wesT ENTRY (01.1'5IPE 5L2.6 ) NM 1 14441 4141(1:j:i .64911; Mt 5 Cr.r {11 " • ,1; ;"Y-; • 4-, I /1 r 4-4,- r fj, ■-• ' i. • 4---'"*"•-• SECOND FLOOR PLAN REMOVE CONG1-,',Eii.: -1-A■2WELL 41 : r . L • ti1 +- Ili , L. ;11 — z jr . 1: -0; F 4:t !!#) 1-1 — .0! f-rt 4 Tc‘ • ----EK5ECT NEV :13.111.UCTUKAL STEEL 5ETWEEN GRiPS AsE,5d13 1,4 — 14 ;---1 \ t-4 /)-- Paul& N6or ;;01.46ReT h-i / .1/ <0) • 'a t 44 -41-17-17, __- Lf J ILI I ) , —1 __ 4.4 1. NF/ALL NEW 5TRUCTURAL VAC. sur Fox7) 61.0:52-51Ge Of gOor- A,0■./e /eRecT NEW 5TkucruAL STEEL LJNI7ERSVE OF exi5T. FLLOR (NIGHT WORK ONI.X) t; ••••) TERECT NEW •1 TJJCTURAL 5TEE1.. FErWEN 6)S AtfE,543 / -4, ,y---1-7ii . i T -, __L-4 i..„4 •*----3 43' Ct. —r H ‘V-1 ii \ ridr • ------ PLAce New H / , (;AU WALLS ■*/ ---H ------- H ------ H -- -- 4 / 1:t 114.! Ttr. THIRD FLOOR PLAN 1-4 1-4 1-4 N5TALL. KieW 57OCTIAAL INOICAT6 NEW 457-F-UTUAL. 51EEL 3r-,AGING 15‘15ALLeo e uNioRpe or= E.-:(11 ROOF Aove. NOTE 11\1TALL. NEW 51'11.JC.. 5TOEUENLCIINISFSEISCO'NF EXIST* FLOOR 2u1IN6; NEXT TIME l'ER'IOP Feb. -APR, I7 ...... 11114#4411171144 ..... - • QM • 45101 11151/ i ;IP0 REMOVE EXISTING FL coR, FRAMING, INSTALL NEW t,) E5CAL6TOR-. w. 1111- _ • a —t• --7677771- C i ! owe was ne8essrars toe 4 OM TR TitillffirMtritill J4. • 7 ; ti4 • a- J &Mr :MI V t MO 511411111111:14 OM 1 ! •REMOVE CMLI/CONCRETE WALL 3ETWEEN 6RiP5 541 N.POLIR NEw 5LA5 ON PECK ra• 113 111 wALL, re-:wee.N ogios e,41" 0 el 43 - c - L: J-41rrTi '} • 1 aLriLl'LL.211 s ea. s tees eas am • gra sin I ear Ea sera sionnselle was ecanrcellUssan sost 1111111 r 1 SECOND FLOOR PLAN ‘!!!!!! -4414**WW,/q1,1,irte1,14.)10-9V. i•1',11V114/01Z42,1arV1,,,AVatf•UkihAVVV,-,411grbSdailg*ITOGt!.V./.V: 1'lIFI111 r 1 /BUILD New CMU SHAPT \—KEM0VE CMU/CONCETE WALL F5ir:TweEN 6RiPS 12413(ok)(1RiiSE:') [ Lain] 15_4 STAIRVVELL — 11OLVE EX5T7FAI \--Kum -Cr FIRAMIN,IN5TA L NEW Ls ESCALATOR F4,1 miNcl rt ; 476 - --- asosiossesusissel —E MOVE C_ML/ONCRE7T WAU_ E-iANEEN 6RipS 548 NEW 5LA5 • Ls= Itiosit tite . '1 t. T. ---RIOVe; Oh4U WALL: 0i37'livelNi 61016 BO le 1 I crasseetsksossmanosriasseeseigs DUILPN,V CMU 5hAPT THIRD FLOOR PLAN •116147•10.740 [—Remoe CONCRETE STAIRWELL /8\ KENAWF CMO/CONCRETE WALL ESETwEeiv 6RIP5 12 4 13 ON 12,1C) 'E.1) NOTE: ORAWINGS SHOW GENERAL CONCEPT OF PHASING BASED ON PRELIMINARY INFORMATION PROVIDED BY BAYLEY CONSTRUCTION: FOR ALL REQUIRED INFORMATON OF OVERALL • CONSTRUCTION REFER TO OTHER DRAWINGS AND SPECIFICATIONSACTUAL PHASING INcLuoiNG START DATES TO BE. DETERMINED BY BAYLEY CONSTRUCTON. . ‘41PPIMIIKWItt14.17iferaUtIWMAZ14(0)4101) - -; „-; , .,,,„„„,„,, 1. '7 f!) ( 1( 11 MORIeratentenaggeftellMNIMOMMINS The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623-4646 The Canon Parinership Ltd., A Corporation El CONSULTANTS giateMMANNSWIMMOIM .2raragessemmatim. Coffman VFT Engineers 720 Olive Way, Suite 800 Seattle, WaellIngton. 08101-1866 (206) 623-0717 REVISIONS ICIVEMSINMCCRIA No. Date Item 6S APPROVALS ISCREIRIMERREIRECIFEMICESV Project Architect ETHERii4GTON Drawn AHEY/rim Checked Approved Registration /515NE-11111.1 tagrEleartaft1Mgalffiyaffefel PHASING PLANS STRUCTURAL 86205 AUGUST 171987 Proje ct No. - Date 1111511ET NO. FONSOMMWORIONARCISMS4 PHS 1.1 zenammagannylonammiwozassugs*,, ; .......,,,-,,,,,,mr.w6.0Anscianwybrolutteksowo~N.QuitostairM01041b1Mtfigat%24111teeieeskse:•zamereemer?fmtredf1/4,091111:6,14,44144SaarNeire.1/44Wararwoc.noierrencrocterrsor'ararrrY.WarreW,•,:errl.rnr4.4.•1/4.4tY~sn tr,:.• • • :t C MO, cwSTI►,�G MEC F1ANIC-AL WORK REMOVE PRt. USLE, S T A T C1-443Ck 4 R ..a +MISER CDP6 RATION. ---`l� 2ERC)UT DISPLAY Vv1Nr.).Qw EXHAUST DUCT a AS KIECE S'S ARy', � I - - ' r2crnc cxi Tirl1C c r I -Co) _. - WORK AN.!(J CJW Oil EAR • OF C.C)r.p9T5 Y Tic M AREA 4 {nj r1- rr+r_ NH oeueai RE.NvJOVE_ OISPLAY VVi JCUvv rr_-XP,,f\U r OJCT eE- TV:'& j Geit: -7" L "I Imo. CAP-OFF i=`L1 Til. 2.0"/1 Co" ikl$TALL -� -_ iC� /ICfl" VcLUrvIL: CAMP E PoR -rE_NAPOP.,ARY �- - FixISTItQ , MC" GNA>.11crll. WOQJ {, AS i .'ii✓il�4i:'MA1fxY� w�'. FIRS" FLOOR PLAN -- - INSTALI:. -reMP0 ARY iVEI.JTILAT1014J Its'flJ L ENc-L0:4SueE2. ' Hato* _-� • 77111 - I NSTAL..LATI OK1 a: L Ot-.01t.KG DOCK Uh!t'ti' SE. -A-T" AUGUST 24 THRU NOVEMBER 1,1987 NOTE: DATES PROVIDED EiY BAYLEY CONSTRUCTION PHASE 1 riI ri Rc LOCP,f T'1= (Ti S-a R M CAL. F -9:1 -0 4{'CL. 8. - I r -al! 1;451-ALL 'TCMPOt•2P.FZ ' VENTILATION IhJ I •T11kik!C!_ NCLOSUQC. R n last a reim 1 as sees teps sum . o+ et0 ears oes01 Ioniacee not a aeia1 h9 � r 44 --- Its.ISTALL HEATirK,a t k.11T IN STAIR No.2. amesa Ci RAI REROUTir . t r1AI1.1 WEST fCr:UCT AS t.11-C.,i S RY. PARdi --Cr- t 411 --©Et °. ExiS -r MCI 00C-T INORK • AKI O CAP -C)Fir OR. R R4&Yr i OUTSIOGS CUj.i STRUCT 01J ARV. [JEM °. i^:USiVvC. r:: u f" wCK ALIO CAP-OFF CR f?CSwour . OUTStiAs• COf,1STRUCTIOW AREA. -- _.3 slartSKM I eBpicWk•-;( --> FIRST FLOOR PLAN NOVENBER 2 THRU MARCH 13, 1988. NOTE: DATES PROVIDED BY BAY 1..N1 CONSTRUCTION PHASE 1 .wi. fOiF�isepK.••kt:.9s1+ My{O.Y ..cas fx -a .eau. s.... a,% ,p.. INSTALL. HE ATIF.1C-1 u - w'r IN STAID' MO. 3, 0 nr..a -mria 9t�/A'aRue� �r �nr�nrr.,u2!au�. - -- ? HEEC.K SYSTGJi iN cONAS veuc.TIC I Af .'viA $- MOOIFY AS REQuJlra,e:C - h.11Q -1-1- W04.K ! I '-/, 44) 1} 1 1 � _ ' jI 71 k f�tv�1r-- r,y... a::i1 e.2 �, 3 i -f Jtr 1,, to, P SECOND FLOOR PLAN GENERAL ROTES: r3 " } Ht3 - f r .a Ur I,' REMOVE E.XI5T1Nta FIVAC Ouc-r WORK AK/O CAP - OFF OUTSIDE CCt.JS'T1RUC:(I »4 AREA. I 1. All existing retail spaces open to the public during remodel shall be ventilated per code. 2, Temporary exit tunnels to be ventilated per code. 3. Duct penetrations or other openings in temporary fire rated partitions shall be protected by fire dampers. 70T+.10 Vgnsaa i I 41 i� 1 tx. ✓ .� uaaraolauudfliraiauansnva • . l �1 . r. REL.QCAT7 S FROtiA CCaI . r .c `ro i : R- ROUTE MAIkI 1 15 r/ C = WEST [DUCT AS N5S�F2y. - fei , ,„ I sr 11sa 1 an a ea sum it efe*tors saes 411.1 1101111101 IflllfHi� m�ly PM a WIC 1IY.P a RCP i ea8. 1 B8111 isle 800 ts. ri etS a a55nt s OVA ! II /� ll ; 1 _, -: a a 0 CEKi10. EX I'5T I NC.) QI�C.T WORK AKIO CAP -01='F OR. RERRUT'r . O0T5IOE GGN°ITRULT1OL AREA. toes gealleaetneea ere rum aseetne 1rmjll Bear IgoAD4 catty metals dart • II 1 SECOND FLOOR PLAN GEM RAL AOTES: 1. All existing retail spaces open to the public during remodel shall be ventilated per code. 2. Temporary exit. tunnels to be ventilated per code. 3. Duct penetrations or other openings in temporary Fire rated partitions shaI1 be protected by fire dampers, ..ra. ».z!.:srxYfvsxiOWICA tit1.115. ,155.0" " r ,j .e� 40 ._I3 -, I_ I IL • I T �_....� i_l_ -- 414 - -1-- I, J 11 r .7.1''''l - 11 [ 11 r ' II 11 ; ..`•.cal -fx�.. ---- CHer EXIS'rikt 'HVAC SYSf»1 IN COMZTRUCTION3 AS2> =A ANIO t .44=iPY AS R'EQUISZEO - F,iiGHT wCK ONILY. R1, S _ - 6�.�. -- 5,5TGtvi ;NJ CON arRUCTIOi..1 AREA' AKX) OEMO. 002 ji ,-------- , -. 'L,L .r �.. 1' THIRD FLOOR PLAN ji :K. LL iL H, ri ea sera we oleo ewe/ • 7' = =11=, G t-earia- 141- • _J J TH /RD FLOOR PLAN ROOD PLAN GEN.!G't`'At_ KIC TZfi ). INSTALL_ A.JEW MECI-F;,4V.2J L. CUB a. 1.3O J T'ER T AN NCr �1.rYi .Q Ca, f 1:3 7, ?_.INSTALL MEW 12f3OF -TOP MECHftJJ1CAI, IzCILJIPMEt,'r i.io l_A -reR. - rvIAKi NOVA MF3ER 13,1c7 1. • NOTE: DRAWINGS SHOW GENERAL CONCEPT OF PHASING BASED ON PRELIMINARY INFORMATION PROODED BY BAYLEY CONSTRUCTION.' FOR ALL REQUIRED INFORMATION, OF OVERALL CONSTRUCTION REFER TO OTHER DRAWINGS AND SPECIFICATIONS.ACTVAL PHASING INGLIONC4 START DATES TO BE DETERMINE:: BY.! BAYLEY CONSTRUCTION. f.e. si'n•rcrsr -Aelea4aafP�l.Z.' 11:1" sr40..,..y iisr ioBgfsS4' `1?Piti Omi.. n ,. 1. iji,Ijl jljlll{ I1I1 ;CI 111iI111!1111111111111 !WI; r. • 7 s� sill; l�liilllli�ll.lil�lll llll_ 1r1 1 T The Unison Partnership Architecture Prograrnming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Wash;ngton 98101 (206) 623-4646 The Caliison Partnership Ltd., A Corporation PSF INDUSTRIES, INC. BEATTIE, WA. 98124 (200 022-1282 REVISIONS liAAREONIVISRMISMIRAMEMO No. Date Item Project Architect K. TAYLOR Drawn Checkeci Approved Registration TE At 00 it SHEET TITLE WAIMION2if PHASING PLAN - MECHANICAL 86:c:0 5 AUGUST 17;1987 Project No. Date 611 SHEET NO. NIZORUMMEISEMIEMEMNi I PHM1. nowsgarssaaassamossamessommans '!t .Y --- I 1" rAmn-netA 'CD Ii Plani�;�i,•. -r3� a- s = • - P-e0' �v� ►.J w / aNl-.4t7 1F- DEMOLITION OF I_xJSTING MALL ELEyATI :N. .... 0- : vlw,�LGTr.?IG�d,t. A�� IP! Pe?sz �IJ.c� rt r ir=N1e0,_1( 04 COMPLETE. ELFC. • atn.!, WORK AS RE( y17 1 N PARTITIONED AREA FOR NEW MALL ELC'G'ATIOtsP4'43"1 drlel L I= RELOCATE EXISTING - MALL 5IGN. PROVIDE. F:. EC- . Ay 3.'EGe . SE e a N E E-r P H A FCC LOCATION. PROVIDE ELEC. AS REQ'D FOR TEMPORARY ESPRESSO CART LC:C.ATI0N, SEE 5dEFT PHA I.3 FOR LOCATION.' FIRST FLOOR PLAN -K —> 1 I r2 Ji cc -rte_- t-fi +I�AtZsliIS • r2it1c= t'4•.. x 1T- TUu t..J et,_... ri• -Za 'Fs 4e -- INSTALLATION OF NEW LOADING DOCK LINDER SEPARATE CONTACT. AUGUST 24 MRJ NOVEMBER 191987 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION • PHASE 1 { - oP' X Iii': ETA 1 tom. COMrLE_TE_ RE.n D roR 3Tr4 Fk P1 - V t7 _ REr_xtp POR rExI1 TU{JIJ�.. - RL-"Y■8E .'r'R :AL b • R 'c FO• LIT(aFJ! 1 0P h11L,L. T 1 I I N'-r, TIo4 I-4 -W 'REVISE ELECTRICAL AS PEQ'3 FC'R INSTALLATION OF NEW 5TRU(TL1RAL STEEL vv/ NICIHT WOK■ ONLY. I 0 -:, 4_ { u7- C3 1 - • 4 !s SECOND FLOOR PLAN Imawrognermynniwomocr U -- FAR ,rI•r Tr-ti IF2 EttCfF4C LM' F- VIP D rat. Ex IT- 11)I�VJir1, :v pie ,3.5 R:' i:"�,.F� emoLI IN PAIF.TITIOKII2 AKE/ A(2 61-41)Wta AAA L aw F )Ew PAKrili . FIRST 6_00R PLAN SLY °r„Ct..',/ • peg r> ?'E:•2. Paz Xlr-1L11JG ll;,�1.... • VISE. RLL rre,i L A ?IC1 F-OR D -F4 L.I11ON OF WALL KE�TIS 1"R)C,FiL.. 'D FoR DEJ- lc:aLa"(le21~•J Ot° E.x.If.sT, �a'(dlFx. NOVfEMBER 2 THRU MARCH 13, 1988 NOTE: DATES PROVIDED BY MAO)/ O)/ CONSTRUCTION i PHASE 1 ♦6.995, ranee. P VItP6 61.17011z4Cehl, - --� ike-, gee?' C, t7WII0 ` I. 1;_ .:._ I LL -• -I it • J I� r. 01 c, KOV Fe-, -ap l ty P ry: I hJ SST -L1 U.1.6.-rI 01.1 �> S-Tr UCTURAL. .IYARaTI�'i�N�. PI;ovI�7F Tt-1-1ff T- -1-1 E•L.Ecr Z I CA L Kg—QV FOP. e. x l'"r GosKZ I 01-, cGMP'IE'1 rr ��crr� L. V1004 k ekQ D FGeZ f ■i 'TA4 Z • <s; et -td �/►� ! ri'r 121 CAT- A� Rga'D F. its.: "A.t -t. rlo!.,1 e ,vim+ 9'1V- 1.k%TUKAL- .I..• r4 i'1'Ft '.1I aH°� k1 12.k_ ot\IL`( (1 •n 1�. 1 X11 )I THIRD F OOR PLAN ;A; dk; RFY151~ F1FCTr21C�iL - ( -I °: Rte•D FDR L. t t 11 I ' C£1-ic _i -IcIJ cis; h� LL i_--- -'W - -- - - -- �L - - --> - c, 0 0 '6v1.5E eL CT1ZICAL mi Rf 6 D -4 j {c,R IN5(1A.LL .TION OF t !�'i' eCAL -,4,.. • - L- evATOK;, • J L E-X L.1 -rE. �.i. i WOt ,k5 r� u1 rat2, L ay. vAl k A'S —. f le>. I c+C� I ChM! • EA-WPC/N.. C/ k.. REQC) I~tnt- eXT f vl Fl. f'TF�lC.AL- -- , I FYI - DWI° GP row—fr. F- I.1. 12-0?/Il,°i�.iCl'�. r .Q'P P 7rZ 0atAr•t . t of v! I E . WQ rr EQ 1? oA5TAt....,ATIONJ c'F Nevi Sc ALATOR, .L.VV/kTOR 4 : -� 40 I :,7 ° • e-xtWcuE_i� t i 1.`;'c K f•' ,c,E�'±4.{,17�yiN i �JE:1:-4,,E It..RTO �, _ .?AT Fk C c_11'. -�I a1r jilr47.1 „ �� tam ��t>r 4,-f..= • _:'. f '�iI;�E E.I.J., • - ' -- -- • Rtr •:) FOR . D1 :x'-101,.1 ?Iola: OF SECOND FLOOR PLAN 1AF..nrK]ISYts :• . . . ±!t°JWf4: 44, 41.7. ^7s.ra^ ':TACTT049Z6j°- TZTH'froi.v Ce10 - Exler. t"II', - -4) - --ft 'rs.4.. isk y.FaP *hcfa+f ✓s�/:•�Yd34� X".�`iti7f�:Sra+s�t�tr:� W.,wrtr ! I' IllililNW! 11111�� ;I11,1111■ WWII �'�II o]CKN3i{��6�c 1s`_K • 1 ;111�!11„l l;;i 11111111,1H 1H THIRD FLOOR PLAN 1�11!@7i11Bi:1117 C.OMFLET_E - � • PLUMBINC-i �a WORK A5 KEQ.D IN • W u - W'4fl% -1-wi P.' Ft..1,JVIN t.10 At P6 D. FOP', Ea(iT T LLz, fihrj -_�- - PARTITIONED WAIIIIISPI AREA FF0g NEW MALL ELEVATICYV. I' 'iL.. DENI0LITI0H Il L -�J p rI G 1 ! 1x- !,a Qr FIRST FLOOR PLAN i 1 i I ! i F'G•i t% 7 ?:�,r.Pt. UN1C�?..lt'� A _►p Pty < 1 r -r'UN1 1 t -d9 --- INSTALLATION OF NEW 1.OADIN DOCK UNDER 5EP TE CONTACT. AUGUST 24 THRU NOVEMBER 1,1987 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 1 cM PLUH�G � �a'v TE.MP'', PL.I,tM,611, -14 gE411)- F TUNNGL... tJf11lUC A6 I I i c) OraltrArAWArr ArrAdIKAPAVAIIIIIK a.-444,,,,,b1 A 7rt:-;,;(7:4.1„0110;;;115'Arat,;(*I4t, 0 REVISE PLUMBING AS KEQ'L --\ FOR INSTALLATION OF NEW SS'il[1CTURAL STEEL w/ NIGHT WORK ONLY. (L l FLUHDINJO A€.2 f� Pt7 % rz, Il r rt T1ohJ op err -ILI rIJ W,A, I STS,...f. %MP. Fi°1F''I r I TIC:hJ °*J f/ !i o 1., 1 t , yy t3 rain • l' --1: ''....' 'lid!,'''-',/-:-:'_.‘ - .*: r'''' , is _i C ir ii t i r SECOND FLOOR PLAN - PI?ov'ivE. TCMP rLL.JM` IKI6 A6 g54. 1D F '!Z E}�? r (o(,RIPog. `e, ,s to �? {M�►�! a, kiitf r�. •1 i � I_ vv '1. li L_ - - -01 THIRD FLOOR PLAN p-fr.„dl F .UH 13, frfp 47P -- K• .'_12X-1rL� -fE. PL_UN 1ESL JC Ne. FoP> I,1EI�i 3TPRIR it Z. T- T / , +11u ll��iiUI�J. 3 PKo' ✓IDS Tc".1'1i? PLUt°161JCC READ FOK EXIT 1Te-, e lOR -,K. WA; f . P014.. - PRVIDE. -'r r PL JNIVIJC1 Pit.) REZZIO FOR IT Rya r-c.(101aTi1 1u, C3 Q (:IM -` L TIi itt)Mb. t` 't7 - 1 J1 ri E..x IT 1.Ur- 161Qca Hog q.b FZ,:.. ' © I fJ r • HORK PE t'D - LLl"foR, �V $ CF-RE S rORr KE-VIS mum 11.1t4. 111 P�4�(,T1 r?Dt�J tag . ,3 �H4 Vt'4 CC,SMFi_e -rE F LN6itJG WK,K. Ira t T? AgrA . Ho'iN roR IJ V/ FIRST FLOOR PLAN 1/I PL..UMfiiNG A5 P 't7 F � DEIv1oLrTIOW OF WALL. -I CI FLC 'iG NIG Fro L MCL1°11c-*.: NC?VE4NiBER 2 THRU MARCH 13, 1988. NOTE: DATES PROVIDED HY BA`s LOEY CONSTRUCTION PHASE 1 caw; n. *....•a.,. • a Sr, :Nrcx n e sra I 1 g.5N'lme,'ri..0- DIt.1' r P t-',11,0 OP Iix i' -r. e; 1r l3'., SECOND FLOOR PLAN lbeesezerassoY. 0di81k.Ir4ii!".•[K:c3.__ r_.•r . o :car i11 1llllllli ;l 5 (. 'IR.. f mt irJG�___...,_ L IJC R u7. Ftaz., w eA1 ��AI R. * , �--- -- t ✓iear' FF.dryjit.K, A' IRaIp, FOR, D 'icL•iriOw C WALL., File, - fte1p! f 't�ltr ll (r* l'r 'p) f e- iT I?-I C x. 1M cj R vIS ' 12.W17) Fciz p6..V1c or i�J Ac3 ) - Fag, iNa -1`rl C �' Nom► FWieei FLUME: r P Faz N TALLA"r1 1 r 1J 1 - Cam'! t'LkiT E✓ (1- uriC1I o I i O IL ktia ® Pak tJI ;.J SPNIK- r Tt FT . - -- • Lf -11 19 1; —t� } K,L- ylrC.`, PLO,/11SI�IG � WORK A� RB411.) Fbe Ii TELL,I..A710t4 F N5met c • t..",TGR , >✓I.. v4 ro 4 G.GR— roz-r ' , l- ,.n,. - i � I -+ t P ;t-1r iI ,1C1, HORN A5 Rte' D FOR RL,Al'OR, 5L,E /r: real CLs,cros-reaf THIRD FLOOR PLAN Rr`VI+G"F PL-1 -10BING 5 1 F P,, PF44(,' L.I�r ION �ti/.AI N c4;:t in. ie, kJOi P .0 ' O . +°CJR. N eiInl ,brAJ tt. . '1 PIWIVIglh.1 AS Ize7C2 Ip, F'�o,ll "YIF.P�'1' ' C rT"1_.o 1 NOTE: •DRAWINGS SHOW GENERAL CONCEPT OF PHASING* BASED ON PRELIMINARY INFORMA'T'ION PROVIDED BY BAYLEY CONSTRUCTION. FOR ALL. REQUIRED INFORMATION, OF OVERALL CONSTRUCTION REFER TO OTHER DRAWINGS AND SPECIFICATIONS.ACT'UAL PHASING INCLUOINt4 START a', rES TO BE DETERMINED BV BAYLEY CONSTRUCTION. '$iO bPi%4 ^.hL [ 9aenya Mw. w,v� mr.<waJwaneeaw✓:TAa C--- tYA iA law M.r -.w K sv, .i:lC.ab•.:v.,.s rv.... a..r. • kriconamirigni The camlmson Partnership Architecture Programming Planning interior [?sign 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 Tha Cal Iison Partnership Ltd., A Corporation is CONSULTANTS HARGIS ENGINEERS MECHANICAL ! ELECTRICAL CONSULTANTS SEATTLE, WASi• IMa.TON 246.682.5152 N REVIS?ONS No. cgte Item I. I APPROVALS CREICHTON/MITCHEL L Project Architect B.PRES tTON Drawn , • A.hARuIS Checked Approved Registration MI SHEET TD!YLF PHASING • PLANS PLUMBING 86205 AUGUST 17,1987 F'olect No. Uate Si4E4T NO. IIMMIIIIIMIOSigammEINS PHP1.1 SONSMINIMENEURRESEEINISMargemonaggil .: tHfvi,urESanRCM3F: VPIIV`.' lbYi e- ,ttr'A'rC'0t,etf0sArt*ey12i 40tt IH�t.I:i0 . riM1`.X'er>9 Y,.L"14Ct:w57iX A4�IL:UFi° 0mtix'AF $.,t.: °. -r t-„; l l s =tiGL `FZErr. 'T-1. -; yl • t -1 GY.:I r_ " ) F _ :.♦ i'! Ny UE= PsS,F�i 1�1�N1- .II•icr{�l...l cMr= 0P.AR`- °A2TTIO /N ANC, r� >t AP{__r -i aJi r -i lJ a) ) . -- mint; auHHi ,r;ana Rural Kings 1nd¢vlduellot 4 ►T{1 4.•' `tl .{ • t C oo ..: r€.�1 t y., 1101011;1 3 -- W ,t, -' .,-- .......r..,..,7 r.o. I '. _ a- 4636orles bras* plum 4heue - ^� 4adtae1a HO SHOE 2� I TE�t-F�:..r�' z- 1 19 8 r rL'r 1; c :! i4 Nj - r• FIRST FLOOR PLAN u '..;o-r .. SEE Si -IE °_ 1- PH A I • 3 ''EFL P/aF?.--1- I T I Girl ;DM - -al�� MARCH 14 THRU APRIL 17, 1988 NOTE: DATES PROVIDED BY BAYLEY OOOSTRUCTION PHASE 1 r-!✓as -r F= 1_ 1 1 OvVN I VriltiL'B4LtF I IR) V-i GENERAL NOTES It,) sue., s.>.r,- s�eleea r •efvtea : - -- i -i 4 bit 4. 1 SOW". 000110wear .4 d, ,. �L.1.,„1, ii . •, d1-t 4: _t _•_ , {' 0 a &Its rt� Li.• J point oI vier! r I t1. r 0 I reasetevisse Z all meellll' aiE!l1�i3+f Ra, 1 tinger:n savvy gallery town aquaro Tii*> g"ialt444E4T"41414!4r#0,11061"4r.. -7 veailiiblattstiro adliaSiga,rtttialsa7 m u 1 .0eet0te0010ss ste lotto 00061 varecenic.. oroatexexeega,a0110larlditili 0). 1. cb s.. O w • � a 00111,08 t. 0 li mg rat � it' x' r !r -5Ii ? • I , , . _ ._ _4., -- $ ._;, ..1 1 u i -it , ._L- -i t taints mpafeitislix53 l4dfaoart301 s 9aa a04s II vita esi1tk 100.34rlt00 a4xnxiiatie SECOND FLOOR PLAN I. ALL EXITS (EXISTING AND PROPOSED) ARE TO BE AT ALL TIMES MAINTAINED FOR SAFE PASSAGE DURING CONSTRUCTION. 2. WHERE POSSIBLE, RETAIN EXISTING WALLS FOR PARTITIONING PURPOSES. IF EXISTING WALLS DO NOT MEET RATING REQUIREMENTS - INSTALL TYPE I TEMPORARY' PARTITION ADJACENT TO EXISTING WALL. 3. REMOVE EXISTING SPRINKLERS AND PIPING IN DIS:MO AREA ONLY. REMAINDER OF STORE SPRINKLER SYSTEM TO REMAIN IN FULL SERVICE DURING STORE OPERATIONS. PLAN ALL WORK ACCORDINGLY AND WITHOUT FAIL. REINSTALL_ SPRINKLER PROTECTION (FOLLOWING COMPLETION OF AREA CONSTRUCTION) IN ACCORDANCE WITH BUILDING SPECIFICATIONS. PORTABLE MULTI-PURPOSE FIRE EXTINGUISHERS TO BE PROVIDED IN: A. DEMOLITION WORK AREAS. B. EXITING TUNNELS (BASED ON 75 FT. TRAVEL DISTANCE RULE). C. NEW ADDITION WORK AREAS. MINIMUM UNIT SIZE UL RATED 2A, 10BC DRY CHEMICAL. 4. men • sults a T a,en eporicweer Mane furl Mpg' Indlv*dualist �hralroll 3lt1 rr- PA�iTI 10 D COMP e-ra '1^Jo bin es plum s hendlba0e ENS 3110E3 - FIRST FLOOR PLAN ;OT's St J= Sl FT F"1-1 P. I . R. P». FAT. I 7-1c. Nt APRIL 18 THRUMAY 20 , 1988 NOTE DATES PPOVIDEO flY BAYLEY CONSTRUCTION .PHASE 1 • Are tfff r� !tiii8otp -�,_ -T G NERAL NOTE l 1* • 5. EXISTING EXIT :IRNAGE AND EXIT LIGHTING TO BE REARRANGED DURING RELOCT Al OF EXITS. EXIT SIGNAGE AND EXIT LIGHTING TO BE PROVIDED • • ALL. TEMPORARY EXIT TUNNELS. 6. PROVIDE TEMPOR/.E • SPRINKLER PROTECTION IN TUNNEL AREAS. CONNECT SUPPLY A+ NEAREST SUITABLY SUPPLIED SPRINKLER RISER AND PROVIDE . )NTROL. VALVE AND WATER FLOW SUPERVISORY SWITCH. SPRINKLERS IN TUNNEL TO BE A MAXIMUM 130 SQUARE FEET SPACING, ORDINARY HAZARD PIPE SCHEDULE !65 °F. WHERE NECESSARY, PIPING TO BE INSTALLED USING FLEXIBLE COUPLINGS TO PERMIT RELOCATION OF TUNNEL. 7. IF TUNNELS AT EXITS ARE NOT REMOVED PRIOR TO COLD WEATHER (BELOW 40 °F) SPRINKLER SYSTEM MUST BE PROTECTED AGAINST FREEZING, EITHER BY PROVISION OF HEATING SYSTEM OR INSTALLATION OF DRY PIPE OR ANTI - FREEZE SPRINKLER SYSTEM OF APPROVED BY LOCAL FIRE DEPARTMENT). - 1- cua ma a ,, Jt S:i L --S� eportswes; t.. -. - .... - - - ... tallo!ea LELA po•t of v10e0 osaaltscaets a/1lestearx4taaitial+il6 Ir .J s8VVy .a i•.• -•.�. a..... �_. 1 -.J 1 r gilts Cr.* , lingerie 0 town squara pallor, - F/CPC. �r `K l_s "XS Ii. CD MtY1L� (,ft Er. t-.1 .3 3) THIa..0 5) ) Q; tea eel : • ahUdrene 000 II I II 0- I T r ratllaupnt 1 bract plum chlidlans I eppdrat eft •tilieitirptgalaeit..00000t -01.4 THIRD FLOOR PLAN 8. ALL TEMPORARY PARTITIONS AND EXIT TUNNELS ARE TO BE FULL' MAINTAINED UNTIL AREA WITHIN PARTITIONS IS COMPLETED AND SAFE PASSAGE TO REQUIRED EXITS CAN BE PROVIDED. REMOVAL OF TEMPORARY PARTITIONS AND EXIT TUNNELS TO OCCUR OVERNIGHT, DURING NON STORE HOURS, THE EVENING PRIOR TO OPENING BATE OF COMPLETED AREAS. 9.. MAINTAIN ADEQUATE MARSH GAS VENTILATION AT ALL TIMES DURING CONSTRUCTION. ►. LEGEND ba 0 W t e0-1 NEW TEMPORARY PARTITION :rr. :a;.s:ax::: EXISTING TEMPORARY PARTITION (ERECTED IN A PREVIOUS PHASE) TUNNEL brand plum EXISTING OR TEMPORARY DEPARTMENT ►.ENS SHOES NEW DEPARTMENT HIGHLIGHTED WALLS AND ROOM NAMES ARE TO BE COMPLETED AT OPENING DATE SHOWN AT ADJACENT DEPARTMENT The Callison Partnership Afchitecture Pmgrarriming Planning 1423 3rd Avenue Suite 300 Seattle Washington (206) 623-46,46 if CONSULTANTS fiteMBIONMEMERINVIA: NO. Date Item a5E:49, F37 A.ODEEN4 /45 titletirilsti 145 SLIM WM 'geli4sia11Deteiitl010130,-- letzteeststtiutas9te iiiiitl LLI 1 10011tt ia30.∎,r[l a 7aaAlierk3llaieaaki_,. latdteatd Qaamli;:eii4 ttttat�tlrctltldi [irfi A 1.3 Rp f�i =.ELCC , r E. r'l=N',r C)RJ�J.Z`� .d•.`:': Si- 10'WN-i • Dmr -.10 .ah.ID GO■4F'L_F-T L . ✓=C:� ;tJw F- C ;SEA rEsp-r-1,s3 5))• chlldflns ahosa {? Err - - I btase!plum r�I $~,y ohlldrertd apparel tag ya yliaellleli3a's!• • Rata!llaaeW”),IplTIWT1a0.elS8asiattgl 4160th etr littKttistr sitte L SECOND FLOOR PLAN 1. ALL EXITS (EXISTING AND PROPOSED) ARE TO BE AT ALL TIMES MAINTAINED FOR SAFE PASSAGE DURING CONSTRUCTION. 2. WHERE POSSIBLE, RETAIN EXISTING WALLS FOR PARTITIONING PURPOSES. IF EXISTING WALLS DO NOT MEET RATING REQUIREMENTS - INSTALL TYPE 1 TEMPORARY; pXi 27IVON ACEIAEEN ` TO EXISTING WALL. - 3. REMOVE EXISTING SPRINKLERS AND PIPING IN DEMO AREA ONLY. REMAINDER OF STORE SPRINKLER SYSTEM TO REMAIN IN FULL SERVICE DURING STORE OPERATIONS. PLAN ALL WORK ACCORDINGLY AND WITHOUT FAIL. REINSTALL SPRINKLER PROTEC TI ON (FOLLOWING COMPLETION OF AREA CONSTRUCTION) IN ACCORDANCE WITH BUILDING SPECIFICATIONS. 4. PORTABLE MULTI- PURPOSE FIRE EXTINGUISHERS TO BE PROVIDED IN: A. DEMOLITION WORK AREAS. B. EXITING: TUNNELS (BASED ON 75' FT. TRAVEL DISTANCE_. RULE). C. NEW ADDITION WORK ARMS. MINIMUM vNI r SIZE UL .RATED ?A, IOBC DRY CHEMICAL. 0607 .400446, 44 -..9 - I T ,ONS AJ J -ci mil' 1. DEMO 7a1.--4 CA) CG-.dF _tw rE. . CSEE h4OTGS :3) T}-42) 5)) t038e11.033 t&alan: U1e1QY11de : lrr Taasaaioa oa 5. EXISTING EXIT SIGNAC-E AND EXIT LIGHTING TO BE REARRANGED DURING RELOCfION OF EXITS.. EXIT SIGNAGE AND EXIT LIGHTING TO BE PROVIDED IN ALL TEMPORARY EXIT TUNNELS. 6. PROVIDE. TEMPORARY SPRINKLER PROTECTION IN TUNNEL AREAS. CONNECT SUPPLY AT NEAREST SUITABLY SUPPLIED SPRINKLER RISER AND PROVIDE CONTROL VALVE AND WATER FLOW SUPERVISORY SWITCH. SPRINKLERS IN TUNNEL TO BE A MAXIMUM 130 SQUARE FEET SPACING, ORDINARY HAZARD PIPE SCHEDULE 165 °F. WHERE NECESSARY, PIPING TO BE INSTALLED USING FLEXIBLE COUPLINGS TO PERMIT RELOCATION OF TUNNEL. 7. IF TUNNELS AT EXITS ARE NOT REMOVED PRIOR TO COLD WEATHER (BELOW 40`'F) SPRINKL TAI-. SYSTEM MUST BE PROTECTED AGAINST FREEZING, EITHER BY PROVISION OF HEATING SYSTEM OR INSTALLATION OF DRY PIPE OR ANT!- FREEZE SPRINKLER SYSTEM (IF APPROVED BY LOCAL FIRE DEPARTMENT). 8. ALL TEMPORARY PARTITIONS AND EXIT TUNNELS ARE TO BE FULLY MAINTAINED UNTIL AREA WITHIN PARTITIONS IS COMPLETED AND SAFE PASSAGE TO REQUIRED EXITS CAN BE PROVIDED. REMOVAL OF TEMPORARY PARTITIONS AND EXIT TUNNELS TO OCCUR 'f Y'djYi':�•'91:"a' e..1 ww. i.....f. v....ye�M+1'fy�kM+ 1AL:Siif.PT -..y.. s> ..✓ .. :-0••f:°'efF l+tb;.". i °lYa"v _ .ti:•r%. ..J{S '^�..if .:r.. �lllj�l! III III I'�Illll�i� iiilj !'!i, THIRD FLOOR FLAN OVERNIGHT, DURING NON STORE HOURS, THE EVENING PRIOR TO ' OPENING DATE OF COMPLETED AREAS. 9. MAINTAIN ADEQUATE MARSH GAS VENTILATION NI' ALL TIMES DURING CONSTRUCTION. Ma Well srra c 0132621 oo 000 NI NEW TEMPORARY PARTITION �XIST!NG TEMPORARY PARTITION (ERECTED IN A PREVIOUS PHASE) TUNNEL taw plum EXISTING OR .PL!!PO AFt t' DEPARTMENT hirms Sli0E3 NEW DEPARTMENT HIGHLIGHTED WALLS AND ROOM NAMES ARE TO BE COMPLETED AT OPENING DATE SHOWN AT ADJACENT DEPARTMENT NOTE: DRAWINGS SHOW GENERAL CONCEPT OF PHASING BASED ON PRELIMINARY INFORMATION PROVIDED BY BAYLEY CONSTRUCTION. FOR ALL REQUIRED INFORMATION OF OVERALL CONSTRUCTION REFER TO. OTHER DRAWINGS AND SPECIF1CATIONS.ACTUAL PHASING INCLUDINa START DATES TO BE ()ETU/MINED BY' BAYLEY CONSTRUCTION. : 47 4•WAy.«uvr.(4..,Aaa. "4.r..:0triA 741 c_ VA's dA CREIGHTOWMITCHFIL Drawn MIYASATO Chocked Approved awri RE Pa want linteltintainossupgromisi PHA PLANS PHASE 1 86208 AUGUST 17098 7 prow No. btsto PH A1.2 essigeammemessmalinammosetustia CC) f\ IaGMO. AXIS T IP.IC� MECHANDC:AL �YtSrGIA.5, •_--- START STALLA T i c I.iEW HVAC SYSTEM FO . } If)I Ss~ t3y /�J 1iJ F+A 4Ols1 \CAS I f'AGc'i'ME -. RELOCATE�P) RE -t $RE -2. Atl�(�75-1 F• OM L_9 J CCL. •II. ----- rT1 rrer.12 mutts 5-riNg-r I !S HVAC- -i.M F`p2 MEM ANn i URN.1I;5NIK OSP hated saortewesti t1raiirrail mans furtr4h15®n 121121162 / 2102114,22 0021.211411241190i2aiel Rena* e 11 Qrn011116aaf @2a f": etsae11ea111aa11117e1114 i1al22t4212220211} • Praia 9111 I e n ti — elti --�. -. - ,,.b_,- ...._- relittfte2'sweesaser' asrnagmka Cpssr; g -i'1 Ets4C.5 coPITIRAcrOR r-c> I "-1 .e 8 Th rMO Tf4 tr - "^ - + __ ''er e4. ef- * -/x.21 'Ii\ISTA LI._!?,TICai..f c MAIiJ = A:>T /w5.r - TRUNI'r�CT AM, nsc_w ...,.- wwtgo, HVAC. ,...)YST:1+.1 F.A. P.,r?A3 ' PAIL- Ak�tD MEN2) aPOR'iti- WEARI /ACTIVr OEPT'cj; > _ iRie0iia1ifi2211 af. -<9 a1)N.1 �+-- - :START, - rr~3-r, ANQ AIR _. -._ BALAMC.G AC - A..10 - AIR DISTR.Ie,L)TiOt,1 '.1' SYSTtE hdt . a Iedlua stenea braes plum ihoas 2 • ar fa I ban :R3 SHOES 1' 42- t-102----41--- -- START INSTAI_LATIOlvl 0F• MA1N 1 -IVAC TRU.I14 DUCT 5ETWEt< i MEW EA:V2Y /WEST MAIN-1 AMID EXIS- f'Ii.IC,a tJOr?TI -1 OUC: T 12-1 SEA FRET FLOOR PLAN 1itaaif?tli111t11e11/011126:21- 41.--* MARCH 14 THRU APRIL 17;. X988 NOTE: DATES PROVIDED BY BAYLEY CO11STRUCTlON PHASE 1 CAP -OFF EX15TIfvG I-IVAC- DUCTS pemo. RCA ESETWEBf.! Cp" tz.IrJS "E "$' F." OU`i•'Z:..)IE E. OF COK1STROCT1C>t l 'hJ i.YrE:MO. MEDIA ?JICAL WORK. LAG T wEEt.I GRIYJS i "a"4. SS 'f 1 < KII+r -aaY A mon suits m 1 f+:13t Y monl b I Beerraassn. turngs 2nd- id uslfat l,rsabrtsil RCM VE ExiS r lG; _ ';.Tr • S- .Ga jr- t1 N121211111 as a,eelaeall'•' 2104 1111 soling »glass C•i hotaar erasalse r Irdtes sloes br;f2e plum atloae henAbatg9 f.J¢.1 8 SHOES FIRST FLOOR PLAN APRIL 18 "I"HRU MAY 20$- 1988 • NOTE DATES PROVIDED BY BAYLEY CONSTRUCTION SASE 1 ---I Lwww 1-- I. .P 014161010V service 1. 4 7 i( T- !a 3TAR'1 IMMSTALLA`i"1o•1 OF' NSW HVAC gY°',T171v15 FOR PC,R Sor'JAL l'IOPPEQ AP..EA MO ALTt --p • rK),\J3. r1, co) ....■.i1 ;' active sportswear U) z .., �.... is - ?' in U t'1 1 r ra , point of vfo~» �a9tesiraif�taofR�a� sib3 __J L erIs savvy ;gallery town equate {L� 9 assysaussascitestostowsuipsotsssaim 2222.12211199112111Rataes611f :222111eeeat4fser tf +se aollyss Ali114ffi s 1 r� .J ..,r sl i i o L4 Retitle '1121222212e1 '1 - (•1 i) Ji : p I4 li • 1 f - ---j, : 1, , SECOND FLOOR PLAN GENERAL. i�TE.S : 1, All existing retail spaces open to the public during ventilated per code. 2. Temporary exit tunnels to be ventilated per code. .3. Duct penetrations or other openings in terr}norary fire shall be protected by fire dampers. -L ID . " LLLII # ise118HHlffijmOSYeliilaall�7es110ali1624a FC.ttt__I L easti er service� remodel shall be rated partitions n j :' aefmitieallesef6f1a1 efaa /aaaeeaaasstiitletvtaf41 ifiAtose5 112gaattteettitiliAlaaisitvvvvv M 5I is •:START IN:JjA:_LATIOI\t Or NEW NVAC SYSi EM t1 FOR C 1,",RE AMO C-,Ir -7 •S OEPT . -, sa 0 d� ce r� - START INSTIa.LLfaTIG1.I C MEW I-iVAC 5YSTEI.AS FOR --ow ? 5Ql)ARC SJPE55 ii.1Ca AMMO STOCK AReA5. aavey gallery active! eparteweer rl 211 worse tailored e 0 €)11 ' town I -' si iessesivosesessii•taeae- -- r1; Li 11 .,1 sessa /lelfeassassulaiessee e salsessme1s 11811th a67liw 2 111th 6111120 14 a ti DE,A . OR 2r ROUTE EXlS`i'11\iC� IEC_MAFJICAL 3 >•STFM:75,, �Yl Ito 4* _1* �6l Ol) . - --0 14ngarle ]1222111225111sa2lllll 1Uessei ssealsasescss 298 f , 211261221106 /442m2t1a11112202118l111112211Rv SECOND FLOOR PLAN • GENERAL N3TES: 1. e___,C .MC.). CR RErzOU -TE E XiSTII.1 MECi- W.N!ICAL Sit$ rE..M ,. All existing retail spaces open to the public during remodel shall be ventilated per code. 2. Temporary exit tunnels to be ventilated per code. Duct penetrations or other openings in temporary fire rated partitions shall be protected by fire dampers. . 4saur?filrtOIVO VM,I.<,:v. ,,eltAil :w.wr..uw14 .., ...,;�, s ..:∎ .�;�a+au..,.,:<....,+.�.�,..... II 1 1 ' IIl�l�ljlililIl lil�lj��l! Ili�i 'jljl�,l�l���i�;ji�l�!�I�i�lll 6 7 8 .,KOTF:t If the micrnfiituCd document is less clear than this cJ R1 =.MC JE EwSnt.ic 14VAC- Ducr WOk'tC Ak1D CAP - CGt,IS-ria.I TiON 7- °s-r,»T '"TAI..LA r IOM ow SECOMO i; xlr TJtJNU, N`', t c�' L i'�C.� r-p.-, ..+ -. u W A'.� e,A6,) t -7t (V) T`• EXECUTE 0%7Y°) I ri rir.. 1r_ N t.IIJ ✓F7"•L1li. lit FAV -0'1 T( AF A. ,DJ t\ i \ •Li h.1_ .1^ 1111411 14 . -'•-{ .i Grief# Bells wooer/ aAOrievettI Wtag rt;r4 ;remit hirellttinge t3Q vrdaeilei rl ,,obit of via: snvey • 1-I0;21ririOwd r,) A?iEde 1 11 11 rtit79.4- 1 t g, M 1 :i. holtaI}j mss- t °.6 °Iio8 WA \ 310 4C& \Ay GA4+`..,E7464 91:14 \�G$1:33 -fri atatatve im1b 13C 0 04 0/431 s&t11slA e74s41 ,3 • 'loin square , gallery ra ieulee et68s 'dflTW[iSia :O=UP.IJ ukur, 666 a D l:!nzr., rsesM'reM.Tys'r er. hantlCego �- 1111 344 ift5 CIAO FIRST FLOOR PLAN --t MARCH 14 THRU APRIL 17 ;' 1988 NOTE: DATES PROVIDED BY BAYLEY OO14STRUCTION PHASE 1 COM dr SA .N0c.rhic.A!.. WC" vi 0...1 PAN I TiO41•0 A , POP) 1..160 COMPETE ELECTRiCAL- WOI;K FO ;N5rALLATIOr OF NEW cLEg 5TO 'Y, ELEVA i'OK•4, E.KALATORS. FIRST FLOOR PLAN APRIL 18 TH U MAY 20, • NOOTE -. DATES PROVIDED BY BAYLEY CONSTRUCTION .*PHASE 1 COMFLE:TE ELECTRiKAL WOK11. AS r;EG2'D IN PAW" rI TI ONEO AKF_F A FOX NEW 5PACE. 111140110 \\ \ \ \ \ \ Is.. \ :� 1011 sore Vitt C \ \\\ tD ; !I' «�� 1 `} 9 12 Pp Ulef 2, SECOND FLOOR PLAN Lj N 'Q. N-- - -\ PAhrl r:a\l r) sceio et set vie* gallery NOS 41 :a etre e/ge tdsu •. e8 tt AI feet/ Epoi$it 01 vlaai � evla�I p�.E.4...`!�`',IsCe !..,j1 6V�jC'.i� -V.) A� -- I (� --��i �.�'�rS,t7.l. it 4211 (. 11!°1•1.11ai' + Y N r iiriOw ir.) "A!Ia6 riCJ;JN. 10th,' arrnrlewsar �!1 li I ! loan sau,r9 411 C11 i4 110 .• 16611 ma amp 110 1210 S14114 t AM lJPi l,, FOP) () 0Linc,1 -.1 Ihl iaA.P57'ITIO JeJD AMA 5Wae,41-4. SECOND FLOOR PLAN .w:. r fiveiS:21:64 6 114' VaZgari ' ki iZJ: 'fi$gaiteelid.J;k i . _'r. r, -- id i se G � R- 7>-n -1 . AVID F� `'I ANI(.54,. Ne4,l HI L. 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Gate itt n APPROWLI CREIGHTON /MITCHELL Prraiett Architect OLSON Dr,swn G. vY .HARFST Checked IS Sklar ,m PHASM PLANS ELECTRICAL PHASE 1 • 80P.O6 AUGUST 17.4_19j a. —o. 14 Be Sian . igeosatimmemaszeme PFIE .1.2 : nr9ta, aese. 4a0+* aisrrn- i! 1,nFN. f' 6- u' n'+ w. r< MIttiVidit?!•2,V3ttl!�retAti4lak�lb' fiAi .a9:5.;r144 r�ac- m;�vnz+«t3sw.,ti P VIt)d. re4-1Pp R.1 ► �t ta*1rtI�JCa - `A�? R. i,.itKbG> %taX e�,x;r i11tiJ�;riL. EXECUTE F,;jM61t,JC1 A .v�� h :('O. ICJ PAPITITICNe0 AN:_ Pt.t ibi wo Plea,' D. fir`) D - 1O...41'!QJ !NI PANTI T iC,•:l C? AD:A5. •iwei..r. 1-\i/ tNr lear•Jx. •...._ merit suit6 0ii@ 6GE: ft wOi![i moms limp1iit11ngt FCh4t$11 h1Cj?li", A�� h.I0 ►1.I 1 'A.hTt co- rk,!1 M Fa! t4G sJt '�►') 11,1 PAPITI TIC 1.1 e.P APIA IJ�.�J dpi. holvoryi to 7fliesH±st 1$3,21428' 46i11s2: 4i622d:i1114E6 moor es022[0RA @d04ie[5[0 Bcmisi RC9449 JV I>,alsl okgne ; +,..+easioe ..Fe 2,411° au,itiF3446 WON') F.OU���'� ! N1�Op�T�,Ty,, rrL�L,,ATIO O_ - „„ CG --- +.6___1 'N.5.+4__014'_61.! 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OTHER DRAWINGS AND SPECISCATIONS.ACTUAL PHASING INCLUDING START DATES TO BE DETERMINED SV' .BAYLEY CONSTRUCTION. ON. . - . As 1n>sCsl+rf ®m 1+9a CA&t OVi t,%rt613tt1sMP ..- •.•!vn'.'.�.'. MYi, AM.'1:�4'iYD.M:a.QXNx IC1KIhYat M.015i/aYi'+e•.:ktJ�1#'i The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Wasitington 98101 (206) 6234846 The Ca!I ton Psrtn nh p Ltd., ACorporaty si t OP SUtTTrJT HARQ4S ,: ' 'G NEERS MECHANIGA i•'7 £!.tC7hac:A., CONSULTANTS SEATTLE, VAgiz- 1liP7ON 23 -632 6452 ® REVtSIONS No. Date Item APPROVALS ligiERIBESSIERNMIKCIONS CRE GHTONIMITCHELL P-olect Arcltiile . PERA,FIESTON Dawn a A.HARG1S Checked Approved 4,4 l trati*n Rp diLU i ariESSEREEMEMSRASi '>i PLANS NAM PLUMBING SAS 80208 AUGUST i.'t; ProO t P/ei. Deft IM tr x110. eganninagalaSigNIMMON PHP 1. ?_ • 414 41■ - w4u �• a CIE e'ws En, 4airoc: TO )112l1G1U4E 1 PR • (216-TEr) 2. 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LZ1 V 1 ) l=- CD EX 1 577'111-4C-4'g '5AL 5 P i_ OC)F Wf� LL CCZ i F rE E_!•;^ TEMP• F'AR'ii i (:)r.''. T TE~M"n .AF.e.r PA. i:•••27- 1 -f- , G-, E5 Ii PLAN AT FURRED PILASTER AT 90°EDGE EX1� GG G) SIC E. ^o �a . .fs.,-r cS NST" t 'C E The Caiiison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 SeaWp Washington (206) 623-4646 The Callison Partnership ltd., A Corporation 3 REVISIONS 315333411111323=11339331313111110 No. Date Item sMR.1f✓- ' e -• 1 t-i K r <\T G) c - F";2, L C. 1.-1 C. r-. -- ---- -- - - -- �C_- T Lc_:`J C:r L -iGF4 i �Gb r'vt_71 ✓tJ 1G)' -'' - PF OV I U F.EMc- )v6,am)►_._E °mac U I TY P.a.ERT 1-r I 01-4 A r TEtMP. L.L_ SEC] ION AT ENTRY -J 4 1411 7, 4 -^ 34'3(7° PCOR5 LUeH W/ F= e AD; VV_AL..L- FOR- CONS•ri uc-r0N .A.GC;MSS - F2".11-47 TQ Fu1. Tr.H w4.L.1.. (2 P,> I�.s -T P) =.a 1d-o" TYPyr_.e!s.L..) 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A .... , • 1, COPYRIGNI(c)198 THE CALUSON PARTNERSHIP 111 APPROVALS 11131131/3320133333311331313301 CREIGHTON/MITCHELL Project Architect _ . VIEW Drawn MIYASATO Approved DM v Registration 01 SHEET TITLE VEstwitaummagguaosambS TEMPORARY PARTITION DETAILS 86205 AUGUST 17,W87 Project No Date NI SHEET NO. liatitallaSMINII. 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E!_ E., YA-C 1 -i r---Icp- r E J -' -i H R. u /o) ) NOrE2; SCr S�iF -ET V HA1 ,�J r=C�P- MAY 21 THRlIJUNE 30, 1988 INIOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 2 i +( r :1! 1 --. 1 .._ M06.,Y 21, 19 eat, I-6. •ri -/ EK 1T OPF_� -L i• F' r- .'r�'i -rte r=X, l ,�T "t r�C- =1 i�`cPAF�'l`�.1E:'t -6.T "�' If�dSIALL. i F lti; C^r +,f' ( F: "3=273 1- 1 Or i DF --F.1 ) A1,-1L Cr` }�Pi_E1 FOB 1 ' V h:OTE3 i-) r1-- {P.0 4) ) NAT-' I .L TE} 1FZ�<,e RY ErCALf�I K ECal_)IrZE-"- 7 (SEE= `,G-r-s 4) 'T'HrZIJ GENERAL NOTES r^ ......„,... „.......... P i , -- -s J iik�i►L a33G-8.343•0131 .Or 1, 1" ..i_, .i r..- .1 l2 0 - 1 "tat, i s c..; rZ`f F'A P.2-r- I T I CN (St=ea ) uslomor >isf" Y ' ` ---T -� -- -- ---)'�• ± (1'Vut ) fr .- •ne ill (1BMP.) OPEN MAY 2 -I 9--e envoy Iallro eporlswa t 1Y1 Fa�2,e r ) (-rE M F`" -Cn F2 GALt...E PL_GTi= 8 w -r - N'ncIF-r'r A /C,r2r< CCt riPLCIS -t-" WITH OI-4LY F C.11a. JI.JL1 ` -{■G;- -6.T- Y'/C2K ,...--..4-4L. 9 C F E1-Ar i- -IG -'.T E. : x=01::. iNL Acal. OPet-I I i Ea T - u t w� r,�e. -1v\- ('2j �T , y Lr_ )11-.ar ep�� a 3 6. a6.' c' , _1 S Aft Y.P }}, � 4.011. i ; I'll IAij$Hli( • [. j.Y 1131114 I1>`111I11�1[gl. C?PE tilAl 2.6., 1 • r1 11_J lingerie Plitt 113 epos eeteaea I2 I r. b � ofnfr.I -I r,ta , I`6. 0' �1,10. n 0 If r ti 1N ST/ .1-L_ TMF=tz .JZ1 ITIG1 -IS [71 �,✓1 C� � 1.. l� vA TC. S / ' E) '� � rc r-4 h1_OC RI. A RECy:UIFZEC, (-se MQTE5 •4)•-T-HFLU Co) ). I. ALL EXISTING VERTICAL TRANSPORTATION MUST REMAIN IN FULL OPERATION UNTIL PROPOSED VERTICAL TRANSPORTATION (ESCALATOR, PASSENGER AND FREIGHT ELEVATOR) ARE FULLY OPERATIONAL. 2. ALL EXITS (EXISTING AND PROPOSED) ARE TO BE AT ALL TIMES MAINTAINED FOR SAFE PASSAGE DURING CONSTRUCTION. 3. WHERE POSSIBLE, RETAIN EXISTING WALLS FOR PARTITIONING PURPOSES. W EXISTING WALLS DO NOT MEET RATING REQUIREMENTS - INSTALL TYPE 1 TEMPORARY!-PARTITION ADJACENT' TO EXISTING WALL. 4. REMOVE EXISTING SPRINKLERS AND PIPING IN DEMO AREA ONLY. REMAINDER OF STORE SPRINKLER SYSTEM TO REMAIN IN FULL SERVICE DURING STORE OPERATIONS. PLAN ALL WORK ACCORDINGLY AND WITHOUT FAIL. REINSTALL SPRINKLER PROTECTION (FOLLOWING COMPLETION OF AREA CONSTRUCTION) IN ACCORDANCE WITH BUILDING SPECIFICATIONS. .1000' 100 0001., 3' AWr ASOSSUI Or'"a1 -4 JUI 6. n • 4 {r bPFn1,4 J 1e4teli/ ees twe..ekse PI.A.1•ll�v/O l NN:5 5}dcaE s c.OF.�{r t_.='T 0 WITH NiGHT NC. Rie. G�HL:'1 F=�+� 1 ZG T C5T OP'4 vF-14 t-IC� 1 00 004 _FOIST FLOOR PLAN ;:a?F SI:e StiEt~T P t- tr-Nl,3 FOR FAN.tiZ'TITIC -t DEr l L =� JULY 14 THRU SEPTEMBER 2, 1988 Nom DATED PROVE= BY BAILEY ColOBTRUCTION PHASE 2 G, J_ NOTES L_ I I J= -3-r" a. 1_1_ E INA P P F2 +5,f'=-`f F';‘,i -r i r i O N S rDr_rr1C) A.1-1D CC)t,APLE -rE r--'01zz• N4aW e&FArE (SE 1-.r0"rES .4) -;-;---1 feu r1, )) MAY 21 Ic 2 `.-- >r<NIF?... 444- GGF.i °E__E.TE "-CD 7.. C:^ND r=Lr,v1.. 'a) 5. PORTABLE_ MULTI- PURPOSE FIRE EXTINGUISHERS TO BE PROVIDED IN: A, DEMOLITION WORK AREAS. B. EXITING TUNNELS (BASED ON 75 FT. TRAVEL DISTANCE RULE). C. NEW ADDITION WORK AREAS. MINIMUM UNIT SIZE UL RATED 2A, iOBC DRY CHEMICAL_ 6. EXISTING EXIT SIGNAGE AND EXIT LIGHTING TO BE REARRANGED DURING RELOCTION OF EXITS. EXIT SIGNAGE AND EXIT LIGHTING TO BE PROVIDED IN ALL TEMPORARY EXIT TUNNELS. 7. ALL TEMPORARY PARTITIONS AND EXIT TUNNELS ARE TO BE FULLY MAINTAINED UNTIL AREA WITHIN PARTITIONS IS COMPLETED AND SAFE PASSAGE TO REQUIRED EXITS CAN BE PROVIDED. REMOVAL OF TEMPORARY PARTITIONS AND EXIT TUNNELS TO OCCUR OVERNIGHT, DURING NON STORE HOURS, THE EVENING PRIOR TO OPENING DATE OF COMPLETED AREAS. • F 1 c7C.A1 "� EXI S i i t-!G CJ8:Pss.i-z.?TAi ='N1 . INSTALL TeMP. 0 N DEMO AND cc MP'I._er -E FOE. NEM/ (5me NQTE5 `' */ ,?."F -FFa.0 ,) ) F.y1;•; 4 p'k e 03148 - • - -Ik_ - • child snr shoot chiidro3a $ppsral UF4rl-1 Ivlii'r21319i" e15316.%i aw!6.aasiLrvetes 6.1kee1�£ l; b. I 11 0 3 -.11--T-T21 ssseeeaat 3» 36. ir F L..C7f;A'r Ew E ).( 1 , 1- 11 -1,Gi C.: -I aOMEMt 1TPC * . 1 -- 1rr EL >YF, h L,L '' E // 1 SP.L' PA 1- Io5 t- 4aw r '✓_ f4) y L. T'-4R,6. <°r).... or=e 6.c, �� ✓ -.E� ire) _s s,NC F eaanc e6. l _ t�Ul `T l VIZW I ? t- .6.6 'JF r�. t t I '.J (14 11-FD FLOOR KAN 8. MAINTAIN ADEQUATE MARSH GAS VENTILATION AT ALL TIMES DURING CONSTRUCTION. K.. 3' k O C .. c e r ,r.y •) �r. . >�. w mene Manor Ft1 IP.) ou oe3sr oe:Vl Creme img xis (TC1vi rtoM ..wry RELaOCA r't . cx%Tt tJCa UCF',- .R.-rr.rtt= t -41 -S. 161S? -ALL T-Et- APCDF{.¢,•FLY t°/ -T IT IC, NS t:C-MCc ANC c.C. iPL.E'; E p'< . l-NE`M SPAGC (SE:E N10T'ES 3) °r- .• -IStd) 5)), SECOM FLOOR ■01••••••05000 iA. REPLACE F3 UP ROOFING AT EXISTING BUILDING. i. ALL EXITS (FXiSTING AND PROPOSED) ARE TUBE AT .ALL TIMES MAINTAINED FOR SAFE PASSAGE DURING CONSTRUCTION. 2. WHERE POSSIBLE, RETAIN EXISTING WALLS FOR PARTITIONING PURPOSES. IF EXISTING WALLS DO NOT MEET FZATJNG REQUIREMENTS - INSTALL TYPE I TEMPORARY i PARTITION A153/VIT I TO EXISTING WALL. 3. REMOVE EXISTING SPRINKLERS AND PIPING IN DEMO AREA ONLY. REMAINDER OF STORE SPRINKLER SYSTEM TO REMAIN IN FULL. SERVICE DURING STORE OPERATIONS. PLAN ALL WORK ACCORDINGLY AND WITHOUT FAIL. REINSTALL SPRINKLER PROTECTION (FOLLOWING COMPLETION OF AREA CONSTRUCTION) IN ACCORDANCE WITH BUILDING SPECIFICATIONS. 4. PORTABLE MULTI - PURPOSE FIRE EXTINGUISHERS TO BE PROVIDED IN: A. DEMOLITION WORK AREAS. B. EXITING TUNNELS (BASED ON 75 ET. 1 RAVEL DISTANCE_ RULE). C. NEW ADDITION WORK AREAS. MINIMUM UNJT SIZE UL RATED 2A, IOBC DRY CHEMICAL. , 5. EXISTING EXIT•SIGNAGE AND VIT LIGHTING TO BE REARRANGED DURING RELOCTION OF EXITS. • EXiT SIGNAGE AND EXIT LIGHTING TO BE PROVIDED IN ALL TEMPORARY EXIT TUNNELS. v%.4110.00,00.00,..1. .04,-14‘,*raiii604 Y ltikil' l i1'tia410- .re:,,,.•,;:,: y. Iij111�II1I1i�l 9,4;i4 ;;;;;,;;;;;;;; ;III JULY I, 1981:5 CCMPE_E-rE (MAI rV 'T'A1N ,_X IT FFI C) t.it SE= Qt-i.p F=LrrC .. 0L)Fe11 -1G Gct- 45Th- UCTiC)N4) k. 6.e? c ; Via•? p.6. `a) �+ a M y ,sr o) (6.4 4 6. ALL TEMPORARY PARTITIONS AND EXIT TU; !NELS ARE TO BE FULLY MAINTAINED UNTIL AREA WiTHIN PARTITIONS IS COMPLETED AND SAFE PASSAGE TO REQUIRED EXITS CAN BE PROVIDED. REMOVAL OF TEMPORARY PARTITIONS AND EXiT TUNNELS TO OCCUR OVERNIGHT, DURING NON STORE HOURS, THE EVENING PRIOR TO OPENING DATE OF COMPLETED AREAS. 7. MAINTAIN ADEQUATE MARSH GAS VENTILATION AT ALL TIMES DURING CONSTRUCTION. .�T.'r33rY i. . R.GO r✓1 (T 1•11 n ) ' c't • c 1 ;r P 6 +' a PSI 1C' A? -1L) C�MPLETf= FOR NGW E� 4) T r- +r a (c) ) 11147-x6. -.L.L_ TCt�tiF'C�rS.R f P .FZ'T.--i T� -1-13 FL(�cFr A -S rLE I Ii�EC� (sC�F i--k�r• 4-) rr-frz.v • )) LEGEND Ism 134631 OM e NEW TEMPORARY PARTITION: 16.�16.6.6.1�l6.3/6. EXISTING TEMPORARY PARTITION(ERrCTED It1t A PREVIOUS PHASE) TUNNEL braes plum EXISTING OR TEMPORARY DEPARTMENT WENS SHOES NEW DEPARTMENT HIGHLIGHTED WALLS AND ROOM NAMES ARE TO BE COMPLETED AT OPENING DATE SHOWN AT ADJACENT DEPARTMENT 6, yii.r 4 rt 1 i ' i� avyenarseeoA4eeeaeeeeesoe 00 tae I.} k 11 a 713 ca c 6.r 6.a • a l6. n1rtaY14.143AT childt►sns shoos 56. - ` . Pilate LL:r4P, IV/1331M IS� '1,13 1/1 111311933111110 childr$no apparel 16.6.6.6. soinsmortimisiamaraisseeal 06.6.e6.1ut uilll�ltll�l• . Om UjHUili, s.ELoGG.TI= Pf z"1TI0T--I (E-iEE 7.107! :) 1-F -IF2L) 3) ) aJl >L`r 1; STA I F� 4474 Cl)Nei G E_.. 6.r e c L6. _FEND 6.6 11 MN 36.3636. NEW TEMPORARY PARierriryil ef rsciase 6.e6.Ea EXISTING TEMPORARY PARTITION (ERECTED IN A PREVIOUS PHASE) TUNNEL broos plum EXISTING OR TEMPORARY DEPARTMENT MEN$ SHOES NEW DEPARTMENT • HIGHLIGHTED WALLS AND ROOM NAMES ARE TO BE COMPLETED AT OPENING DATE SHOWN AT ADJACENT DEPARTMENT NOTE: DRAWINGS SHOW GENERAL L CONCEPT OF' PHAi.)ING BAS ON PRELIMINARY INFORMATION PROVIDED BY BAYLEY CONSTRUCTION. FOR ALL MOUSED listFORMATION OF OVERALL CO TRUC TION REFER TO 4TH DRAWINGS AND SPECIFICATIONS.ACTUAL PHASING ltb'CLt NG START DATES TO BE DETERMINE) i Y BAYLEY CONSTRUCTIC}N. 11i1111 l!Ij1111,11, lii1Ij11111li11lliil •7 6.z COPYRK2HT (..•') :98 THECALLISONPARTNERSHIP TV* Canison Partnership Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623-4646 The Caliison Partnership Ltd., A Corporation CONSULTANTS IIPIMMIMODUMNICERNENS 31 REVISIONS SISSAMEURRIMOUSEMMUISZ No. Date !tern - Project Architect Drawn MIYASATO Checked -fiaeved 2 X.12 P. • STATE OF WASHINGION Registration El SHEET TITLE RFAMMEMINgfeatiltemin PHASINCIf PLANS ARCHITECTURAL PHASE 2 86'205- 'AUGUS-T 17 1987 Project No. ft SHEET NO. IBINIMETIMUMINVEMERfi PH A211 ) Al YU' P31101 41 Oki pi CMS OM 1 4,141f14111U91 1 iNHLL. escALA7oR P! T5 lodlo 2 shoes bress tIU L FIRST FLOOR PLAN MIIIVJNIIWWIMAIKZPIIIMPMIU.MIOIIIMNI2S*M*•■■IVM.Wfv.o•a.4.■••.r.O1CLIM.W. 9 INFILLELEvATOR T5 ■••••■••• en. MAY 21 THRU JUNE 30, 1988 NOTE DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 2 L , 9 I -TAR NO.4 corinerep FIRST FLOOR LOQRTO 5ECON2 FLOOR axy WO age 7111144411449H a _L7rws&A. i=tr' aeleSeMel. --IES.c.rrensow.,-,4$4.7.4-....4=41.e.•••04:4Aawanouar.÷...m.wammosora.44+normarmalrlsoserair-- MST FLOOR PLAN 4.1„ralo......,..1,..M.B141117.110147,71■111:%,..,,rawnsamme 004.040.-A044. JULY 1 THRU SEPTEMBER 2; 1988 NOTE DATES PRovres BY BAYLEY CONSTRUCTION PHASE 2 fl ;NFU._ E-SCALATO OPENIN(.1 34. " • ii 6 11 1 It 6 LJ mistakesr sof vie 0 rSE 111-10*.■' ''"•• o ono 101 I —000 '741:41.1.10 5 .1 41101111 ijam-ress. s ors r Goo- • , .03 !!! ••• tr,osso ser.j os..4 vai . • to zoo s 'otot ..P 77: ling oda • T.Fa savvy ti votive sporlawage • oetItee 444 • ■p• SEC0,413 FLIX)R PLAN • INFILL ELEVATO OPENIINI6l ,At• STAK O. 4 COMPL.e.TEP FIRST FLOOR TO TiEcoN2 FLOOR \ WILD 51AIR NO. 4 SECOND FLOOR TO TR RP FLOOR FOLLOWINC.1 REMOVAL EXIST. El.eVATOR A Y • '!) LLt[Tr 4j .11 404" °Mkt ono ehoos Id r" 1 e 4 11191 sato 01614 9110 0-M C. casiLl mos too 1 ettiOri klms eaa tool sesie oso s isos a Ls s ow • INFILL e5CALATOR--/ OPE.NiNel 0. It: C P AI •010, 147) wan.o..owraew•voirwmv,walaw4m 4.11 _AL r=514c., ft, (Wichita apparel m i r , 0 %WO 1$512 80005 eiti9 3 MIRY MO NO 0 , ft} 6 T OF tIIEW s Er=a FLOOR PLAN _ NFL. ELEVATOPS OFE-NINL-1 C $.•1 0■•••• oo A44 3 WACCOD FLOOR PLAN • IISIMPIMISC•11.0.01•04„110.11•44.rypworr.....a. STAIR NO. 4 6_0m12(..ETe FRom_, 10 TkiiR2 FLOOR • 11111111';!!!;; :!!!!!''!'!;;11'!'!!!'!!!!H!'!w!■;!!'!!:111,1111111i1uH;Hiliil!!!!!!,,W1■!11111i1Hilliii!Ww,:,!111111111Tili!i!!!Willilil■!!!IIH! : , ! - 12 8 (-) -- --t /, 5 6 '7 1(.0 • YINVMPIMIILINOMMICIRVIMY. 0 -C,- $61 w o liTia3e$OOM$13261$$$iafitligii267/11 NN NLIILP STAIR NO. 4 5ecoNp FLOOR TO TH IRP FLociz ou_owNa P.EmovAL. OF 15T ELEVATOR 4-% 4.9> Id 0 C3 C b? •4 Id • .•••••■••••■•••■•••■••••••• 4 ' • . . • . . • • ...., ReatTAUITANT hIldr no shore childrint spoorot 19,031104 LIM pt0t0101303111 110$711111211111611100 IIII93 llllll seiteseroPsoressee seasseozu X 0 5 44 ,__ffl- auf tato_ _4 0 4 V t thstreseesst -41 1- Fuer c• o vefigi • i ' r — IFSID FLOOR PLAN - 5TAlNO,4 COMPLETE FROM SECONP TO THIRD FLOOR NOTE DRAWINGS 8110W GENERAL CONCEPT OF PHASING BAktED ON PRELIMINARY INFORMATION PROVIDED BY BAYLEY CONSTRUCTION. FOR ALL REQUIRED INFORMATION OF OVERALL CONSTRUCTION REFER TO OTISTI DRAWIMIS AN SPECII-ICATONS.ACTUAL PHASING IINICLIADING START DATES TO BE DeTERMINiED ElY BAYLEY CONSTRUCTiON. COPYKIG`IT ,t) 19i Ts IE CALLISON PARTNERSHIP t IMMIEVVIMMEMMIMMIEMIMIMLIMMIMIRMIMMWOM TAe Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 6234646 The Callison Partnership Ltd., A Corprti; CONSULTANTS MEISMEMMOMMNAMMUMW Coffman NIFT Enoineers 720 011ye Way, sut° 800 Seattle, Woehnton. 06101-1866 (206) 623-0717 RE VISIONS MAIMMUMORIMMIMMICIRMi No. Date Item APPROVALS glaiMMAEMOMMMISIRMIMMEMIMMI Project Architect ETHERINGTON Drawn PAHUYIPITITil Checked ---- Approved Registration SHEET mu ClatigiMEMISSMNEM PHASING PLANS STRUCTURAL PHASE 2 Ifre•2 5 'AUGUST 17,1987 Project NO. (late SHEET NO. MMOMMIMMOMMMMEMMIMM831 PHS 2.1 IIMMOMSOMSMIRMIPOMMIRMaMMIMMIMIFMTIMMi ovioosorrots-4.4oliiiiikk&Viitarkw, aEMO. A cHAM ::A;,- �+Y _ ST• T I NSTALI� ilCt`1 OF MEW HVAC SYSTEMS 1=02 F=A:44'0M Akio •J1 =�Nc.1 '.Y nE iw-r- . l MAKBEetattak Iodise shoes brays plum shoe* r DEMO. EXIf:T.I.1Ca MECUA,NICA!_. SYS`T'EMS EXCEPT 40 " /22" EUPAI. Y DUCT 1-0 MAINTAINEE D FOR -ramPC ✓CRY C.CNNIEC.rtOm -t I JEw c:c 71./1CTIC_' , _- I-IALI Dfa.Acq'S, He Stela , A►JD F=AS!-EIOP' ACCES°F 'EES DEp rr-M rr HVAG 1 SYSr€E:MB. 1 DEMO. OR REROUTE. ANY 21-Z.XI$TIt.IC1 t lECI- IAMiCAL WORK IrJ C(3Na i R1J --T iOt.1 AREA. — PST FLOOR PLAN 1 C!1 Ci „q .P CCMPLET . MGNS C...4-I:5ES I -IVAC S.% $EM F'OLLov.vl rs. G comPLEE T101∎4 Ot= \.c.L7T1.1 I.XIT /t�l.►1�2Y. P.314T PRE.PAQE. AC -I AMO C5T .R HVAC EaUtPMtn1.1T Seavi cq r- r T FL.00Fe F01Z START Al3O TEST. CooRoir- A-r . wrr- EIv1GS itvSi C Lt✓R ^�2 COQ.. T rcOL_ a/S-TIrM Af= riv, nOQ PR.102 TO r MAY '8.1, Icia,B, MAY 21 THRU JUNE 30, 1988 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 2 if een elate JsfeeQe9211 11514,311111 1101311102518 CpI ETA IJF -W HVAC •5Y3TEM P" ..1 .1/ LArOIES SHOES AMO STcXi N1Ca1 - w012K laelo.L..r am r ' • ' 1 FRST FLOOR PLAN .aaN •s•• JULY 1 THRU SEPTEMBER 2, 1988 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 2 • DEMO• ExISTItJ tviiCIC_'HANICAL SYSTEMS, 1 . -. +.. rrii� • P Yr !- @ $smtss osier= suss 4F., rte... .y iL L .L 1; 0 ce_MO. X!` I'1►�G Mr= -CI-IA . C.AI_ 5jySTE =T.1S AMP IMSTA.L-L tJ W NVAC S`'STEN•13 ALLE>/ ALIO \/n/; MGN 5 .5."\LE 3 AREAS. W02K • Ilore 0210{0.71er -8el vlc 1 i Wipe a,• save), 17 $port$lro -� - Lf ma R , TI sr4afy a t4a7 e R %E1.40. OR R,E.RGUTE . ANY FXISTIIJC, MECHANICAL WORK I1J CONSTRuCTIO J GENERAL NOTES: P)— Iinperls t, n. ,•11411 �u �tuiiout:u, iIj � i . toot pontes 1:G !X 1 *MI a taw a easy ft" w I i '. 4fr— C1 (Id - r as a sass ale e' E - II -, SECOND FLOOR PLAN 1. All existing retail spaces open to the public during remodel shall be ventilated per code. 2. Temporary exit tunnels to be ventilated per code. 3. Duct penetrations or othe.,' ape,rings in temporary fire rated partitions shall be protected by fire dampers. 4. Existing r.•estroom•ventil�;:ion to remain fully operational until new .estroorn facilities are comp.l•-•ted and accessible. .Z.C:3MPLETE OEtvMO• E'c1471tJCa MCCHANICAI_, SYSTEMS AMO STAR T INSTALLATION OF NEW HVAC SISTEhr15 SEfcVlNC7 c. ALLERy CoLI__ECTORS, AKIO •AVV'y' OEPT's. Ark • kt k �.s c sit pp; 11 CJSMO. ✓ XISTINC, MECi- 4AUICAL SY5TE^M5. STAQ:T INSTALt..A1 -101.3 O� IJG W NVAC tbv5TEr.,A, C3 C sr ,1.41 ai L ;A: , •, ,e•meno tailor Savvy rwi . ,' L::i •'11 0, so �t6 fi Et 11np�Ite "at etsUNISI i 1- • - - . -.1 M ap+•w.r.eq . pa'�w alas F._X1STi ic, Mi C-- 1- liL)(AL. SYSTEM. START INSTALLATION OF NEV'J 1.1VAC CaVST[%nS 5. 62vIt•�C , A! ES REST AR,SA ALTO F TITE FOCUS URCalr.ka. SECXAD FLOOR PLAN GENERA[ COTES: 1. Ali existing retail spaces open to the public during remodel shall be ventilated per code. 2. Temporary exit tunr,els to be ventilated per code. 3. Duct, penetrations 01' other openings in temporary fire rated partition:: shall be protected by fire dampers, 4. Existing restroom ventilation to remain fully operational until new re`troom facilities are completed and accessible. lllil;l;._I v.it,,,, - lei ? +. .. " {ta?b .J, ::{.rtizc:u➢*'<r..iY,i!k• bLSf'.' "Nch i! I I llil li �li�l sill r W i11��1�lIl IIIIIIII III'Il�lll1 �'', ! �I r J 6 7 ,p411, pp.N ,tM C I 'at Y'r, ''.r 0,Jtl.` %Ydt,1r, I�I�iI I,�IIIIIIIi l l !''I I I � 8 :1 L r al ,111W,111111' ii! 1 1 () fJc ":1C?. EYXIST'NCa MECHAUICAL Sy_iiEM`.J. • r — Dr!MO. EXIT fi VC: MECHAI 't CAL 3Y, -i"E 1e 11G 30 A Q,3 t RIe.$i1 SW rein I ohtid one Shoat chitdreh9 appMrel -*vs, semorse 1ezaame 1 sus 1mo ■ ties fltat1i:'xMaaiee ems 1n 1 - -DEMO. CXi.5T1i.ICI MACHINE IZOOM EQUIPMEt1JT t7 LEAL • +,. !• r;`F07{.y K'SG: ei ",.!Rn•N I• :...,A"�_ v ..:. : T: ....,. ,.•..... ..., . .• -. - •:._. - 1 \\_{? / X19 (, rZ} 0 • C MIQ C I �!a[ 2 lin CM Ii i MI I rs uu� 4 41 692 4v.1 a f;L! TI-MD FLOOR PLAN ROOF PLAN ties .a Va €q .s• GeNISRAL. h1crr : 1. ALL NEW HVAG EOUIPMEr.IT ►.(oT PREVIOUSLY S1-Af2T ID Ar.ID TE'•:1TE0 SH L- AL fSET PUT INTO) OPE'RATI c C�I. ►., c MCS ACTIVATED. PRIOR -1 -0 KHAN 21, Ic8/3. *Stet 1 c a.r Y• . A A►; START II.IS iALLATi0K1 OF iJEW HVAC SYSTEMS SERNINEa OFFICE AREA, CI- IILUREMS APPAREL, ORESSIKiCa AKIO STOCK, AKIO LAIDIES ROOM AREA. ALSO START Ik TALLATIOM OF NEW NVAC SYSTEMS FOR EMPLOYEE LOUKIGE ANIO ;aUPPORT AREAS. START IN.I TALLATIOK—i MEW HVAC. S STEMS 32VIt.1C1 CI- IILDREN`tS :! tpES ANQ LINCTERIE DEPT'S. AMC LIkIGERIE: GRES1►.IG. AL: O START IMSTALLATIOh1 or 1JEW HVAC SYSTEK4S SERVING CUSTONISR SERvICT_ AREA, OFFICE AMO STOCK AREAS. 15 • Lt k2 k grIL 1w ••. (a Of53TRUSWel 12 a chlIdtpne shoes 611f1f1a111t1>oW ip 1if*--Raft --ef ti3 e CI r � G3 4 4 FLOOR •y. ,.tom -4 1 ,, Ci ,::a *y e El•; "i NOTE: DRAWINGS SHOW GENERAL CONCEPT OF PHASING BASED ON PRELIMINARY INFORMATION PROVIDED By BAYLEY CONSTRUCTION. FOR ALL REQUIRED INFORMATION OF OVERALL CONSTRUCTION REFER TO OTHER DRAWINGS AND SPECFICATIONS.ACTUAL PHASING INCLUDING START DATES TO BE DETERMIN6D BY BAYLEY CONSTRUCTION. .»n.ruWV,lLf:tt4tf ctStr:A'.'7t7Nr.•.:�a.;..,...". 11 12 Cailison Partnership Architecture Programming Manning interior Design 1423 3r0 Avenue Suite 300 Seattle Washington 98101 (206) 623-4646 11 CONSULTANTS B1.11101074115MCOMMSMI P.O. BOX 3747 SEATTLE. WA. 00124 REVISIONSIMBROMMISSIBIBMIKEMEN No. Date Item FS APPROVALS IttingsmaimusimMegiffil Project Architect K. TAYLOR J. RAMSTEAD Checked Approved Registration PHASING PLAN — MECHANICAL PHASE 2 .862.0.5___AUGUST 17 1987 PHM2.1 11; !;) MICAL .4(3 heZzilheA0 PA..gx1Ti nos) EL ANNeA. FOP ocir CoMpLE:TV— ELEZTRICR. For>1 Execum ELECTRICAL_ -- WQRK A5 REQ'D IN PARTITIONED AEA. - UiPec F e.bc-4\LATohc. COMPLETE ELECTRICAL. IN PARTITIONED AEA FOR MEW SPACE , ohoos 1 isslink2so_vcterce— - `;!e,..r.1.-rousliNaartr,_,--adrarrer,unzress.411.._eva_ ReNtlf;')5. ELECT.P.K.PL. Pit Kt-76.441"D DEF.e1C4.1-ria,..; EAlf."1-11,,13 FLLE-Vr41-0R5, 1 FIRST FLOOR PLAN • .6.00:60,606600 .06,66 me. MAY 21 THRU JUNE 30, 1988 NOTE: DATES PROVtDED BY BAYLEY CONSTRUC710N PHASE 2 K 17114.• Vac. -y- - ' .11•171.1.23110.130.1tIONSIMMIO A Pomona. woi. --0 YE ELECTKICAL AS —I-- REQUIRED IN PM-TrrioNgo AREA FOR DEMOLITION. REVISE et COMPLETE ELEC. -- W/ NIGHT WORK ONLY FOR BRA53 PLUM it. W01%-11::1N9 SHOES. FRST FLOOR PLAN JULY 1 THRU SEPTEMBER 21 198.8 NOTE: DATES PROMS) BY BAYLEY CONSTRUCTION PHASE 2 P>W;Sed CAA- A PCN ■-• (I;) P....pLiINstn PAhTiTION1e1) 0 cc)t-11,LE;TE. cRcJRL PAhriTiCxe.0 Ahe-A P-VN, 0 '`r• ;r c r. ' eNecur e. e..4.e.c,ThICA',..— i.40h,6) AC3 hea..41Po RI 11'10 \„JE.D iPrz-hezrp.11cwAL j PAhrinokiW ^heft% oe,r-IOLI nos). CONIPLZT6 kjohh I pAp,irrICNtO AMA PCP) Nr.;,+•J . I iIk t• . L _L 14 ono tailors .64 Po onkr *sr vIo Mallgitliy savvy Iloilo, zoo ti-s*qr\ifi$ot coMt et..ecrhicAL.. wrn-). 01...44 FOR .49U.AA.1' IN/5., :01h N.., *DO 11., aigu lij 'WM 11 d• linger:o fF; ,-rtno pothso ; s ra .L*Dt.affMaii. Fevit7:, ELEr..;:rgIcAL FoR E1OL1110)--J 5.1.Z.VCIT01%, SECitM FLOOR PLAN 4■11,•■••(.1.101101.1•1101.0111.111.417•■■•■ .1.11 ear.. Am. •••■■••uom.sm.......•••••••• to DO dio) see n w mono teor • oo 0 r.41; , 111 1 (A:4 iA:4; A \ '.--- wt-ipiA,%-re.. 5.t..E.cr'Qic.ga.: lop.1,-) .,, IN PA"rirlo.F.0 Ap-).P.,6\ F-oh !,)e.,,,,) -- 1 k' 1r A GE* 4, PlEALI!P)W IN pny'l De:i0(11-Q0. Ca C ;mit e.) ; A . . 110)111 NMI 140111119111 irt c:)mpLEre... E...LE.c.-•1 FiL4;.1 • plis„p;r1 rittNtl, A A---- r \I. 1 z't ` °e° 1+:46Quw \ i\ . / itng /Is yeah)* N\ • , 1 SEVIC FLOOR PLAN .10.461119111111.11.014111111711. 0 INMOIWEN,MONKEINMO.17.7061VMPOIMATIMATIO hEl.QUiP)F.;:). pAinn ArneA, F-.0?) De7.1011T10-4. -11 r fl 4 py&Viee...N.,e,47-11CAL hecRLiiher) Po44,TITico,rw F‹),t..) Dtric.p..!not.). Pt.VIOes F;t,"1"..,,C;MICAL AS P)et5Z4.11?)e.D OQLrlc OP" tx,lem.JG j 0 C:1 C 010‘, 711Aflate 0 ' a WON') AS M52.1..11hF-.):) QA1;' fmc.c1 A.11A 101110111441111, -T. RsvIer., ELE-c-rRicAL REQUIRE-D 10L-ITIOki a F..t.LYP-Torzs. TWO FLOOR PLAN 1 • , • 3: C , ,!10 ill; A y Der 11.1 PAhrITIONt) AF. -+N A PIEZZLII&) Ot,MOL,ITIOsJ. ccriPven., k/Ornin P,4\P-mno!.leso APneA FcsA) Kle4,1 e:PAc'6 • b...5:4,7NCAL ;..10P)e) ;1)/".;„JiM.r) TO MAI 1%.1 V vamc..z6 C 4 7 64 6 1 L. • 0 flEIJITALenetia child' no oho.); chltdr no ti PRIM, 661* 6 116 DRII Ple-Ckii1P)F,....0 PAP)71 Ti tr:, A?-*,A5 ......,;;.:,.:.t. ;:-;:.,,,..',";.,%4;;;;;;...rri't;. ;:.,r.ltri,;;:.,''. : ;.:4;;;.&"•%'..:,:,a40i/,z.;,,....",■,%.4-,.4;e16i3k).."40,46(iikii.,"Y;;.V,.,.,:f.., ., ''' . ,;'; '.:..,,A*,,i....*i,,,,,,,-,,,i5.:(i,4';,,:-.46,:i,.. , . -,,,i.; .,..:::.'4,x,,,,,,..4::',,,..i-e-4.;:i.',/;;.!....?.*;...i4,:,:..;,,':;:..',.,,,,. .,,,,',.t...14:''&./.:,,;,,,,,.... iThliIIHHT!wyHI.,H11,LHIIIIIIIIIH1 1 111111111101'1;11',1111!iiiitliltillijillkliwinwrop;-ThiiiiwitHwHIH',H:WillH1 ■I,I1, , i 1 .,, ii , . 2 -4, „, 5 6 7 8 L..) 10 11 tu't t. t -,,, 12 .11#0.000.m. ti\ 1443 FLOOR PLAN t 4-- !CS,' C E{ krt.e 0.43 A The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623-4646 The Callison Partnership Ltd., A Corporation CONSULTANTS IMEMEWMIMMVIMMOMOMM HARGIS ENGINEERS MECHANICAL 1 ELECTRICAL CONSULTANTS SEATTLE, WASHINGTON 206.682•6452 REVISIONS MINMSMMUIMMOMMOMMMOMMMEMI No. Date Ram NOTE: DRAt ..INGS SHOW GENERAL CONCEPT OF PHASING BASED ON PRELIN4NARY INFORMATION PROVIOED BY BAYLEY CONSTRUCTION, FOR ALL REQUIRED INFORMATION OF OVERALL CONSTRUCTIM REFER TO OTHER DRAWINGS ANO SPECIFICATIONS,ACTUAL PHASING INCLUDING START DATES TO BE DETERIMED BY BAYLEY CONSTRUCTION. copyRKHT@ ¶98 NE :ALLISON PARTNERSHIP "7 IN • • ••(' M APPROVALS SICEMIEMOMEENIMEMMOI CREIGHTONYM!TCHELL Project Architect R.D.OLSON Drawn G.W.HARFST Checked Approved 0 Registration IN SHEET TIT LE InalilieffnMONSMENAM, PHASING PLANS ELECTRICAL PHASE 2. 86205 4101.1_51' 17.19.87, Project No. ()Ate IM SHEET NO. MOMMIMPERMIMOMMOSIM PH E2.1 • pl N /Itti PL•dh1 IPJG At P) .QI.,:I P1te.,D ;kJ rl TIOh,, :p C- OMPi:f,r PL.!1MPaINGy iN PAN I T o.J i„D .+4't A FCP Ne,4,4 c'PA • EXECUTE PLt.1M8046:1 WORK- --r. -_ A5 KFA.QL.11RI_D IN PAF TITIONEl�7 PLtrl'•1 t)i 44C.; At - P1'Ll1P` F-CN OE.I"iOL.ITlar41 or E.".A.i r1 Gy z5(.2ALAr Jhcb• la,riiae chose brege Plul F� 1�I I.•l 1f �IW3i1.1G %ts latl�Iirs=� 4..24.64,4•N... 2,460.4; FIRST FLOOR l/AN MAY 21 THRUJUNE 30, 1988 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 2 r- IC71' C' er' 10.4 1 A) t•:' e;./,e.,A.iri. PLUM P5INCx tr to A' NeQJI CW.) N PANNrincts4.0 \' COMPLETE FLUME3ING IN - --1_ PAIZTITIONECI AREA FOK NEW SPACE, KEVISE PLUMrEI746I AS KEQUI IN P4MONE-D AREA FOR DEMoL•ITIoN • ! COMrt..E_ PAZTI OM NEW SP 0 .4;, `"OP■ f06 $T FLOOR PLAN -�•• - P,I: /l COt-IPi.&Th PI..JMeiPJC7 WITH NIGHT l~:O1A^Iv1 c*&Y pQP) PAA% PL.LIM 4 Idk›,-ie.44? �h JULY 1 THRU SEPTEMBER 2, isaa NOTE DATES PROVIDED BY BAYLEY COIST'FAJMON PHASE 2 • Ne \Isr'; PLL1Mt 1.43 Ac P-)t'6 0I2)E.ia iIJ W- 0- ITIo,N)Er.0 POP') 0:"•)-10,..4T104 PLJ.h-1611•Ca ;..10 0‘-) I J P 1'! TIar.1F•r,0 ane tenors P��Ji�r, PLJM P� NCa A htCALilhe-P :w WP-,rmrc p Soli y eatiby aatlra sportewe 1CSsvt rT CACI*04106rb PL.1.1MbiNC3 NiT;1 NIGHT ;Nexzi . A O C, A - TiV 1�w ,,; 11+7 `1Nillfll(I, 111 111,1_(1: .I A I • Ca; 1,, 7 -17:36 Iingarle 13 0 ih re ?tl (r% l Jl vF A � .1 - 1 1►Z01:7' SECOM FLOOR PLAN l e. 82 4 lin sr Nig O o •� Nr.. 'Jica5 PLdth.1 '' 1:a P\b P1 111hI✓ti iN PANPlrinorJ i i`HP1F.A5 F•L?''i Deo•1C7k.1 r IcI.I. Lf. C. 111 t«; 0'. e+d 4,•41 AI CCV Pt,V.b PLLIMFNNC WO?1r`"> IN p"hriricNV) AP)eA. e h U .r■ I'ar.41oe NOTE • r'�FiJI J PLI.IM6ING At - N q.11P1Pfi IN 31Tlrla;,I APi .A1 PCP) oeeOL.I TIC)I.1, Ci -- P1r.u°tJiN or- I STI NCi `'ALrA709) , PLL.JI1 �.-Jir4G _. kcP.,01 A Ple4ulP)IeO 1>,•i 1a4,1?,rlrla.,e.o Ache.A . exisrING Pte TPNC N1 ALL OP iow llNrl;. NGIeI Ptic71;'100M e•10.G.Il,iTI AP1F COMpi..e.Ti O "ski AC .J iPJV�. Cf 8 .0 4 A . i bailor -- !-. f . CoN1 W PL.!JMIN NCB ----- 1 N N PA?TI T,CaF. eD ANNeA F Ne,hJ PAC•t, • 0100II *ow 6114G 1•1 . iti {1SJ 40 AFIA ," r''1- t1 ,c; tPACt.. rttti ways -- -4+ SECOND FLOOR PLAN . • -'1 \_o 4 PLJfr1 N4 A • LII P) P 114 PAPITI riOs.i FG rr.Vi NOTE: (i TI JG NEZTPIc GMI ro RILL ©Pe 4.11 1 IJPJTIL NbN P) TP 7M 'r.AAI.!`•trk Ain• COrlMife,0 't40 .A e=.ri1Palk . it _. 5 ... I�j�l�ill !fll�l�l�lll�l�!!'I��I�I��ili�l !. 6 7 8 t;41!• 41 iijl�l•,!li�ijl;l�l 1n •11 .f 0 t: 'ralr.G.1T . PLUM�I J i.40F el AS NE:4.11 tE.D IN PAr1T1n e AP•1 4. 2 O : I254 L 1�yi l� Fc C4 -tfH�I - IT!��.1 ',CI ;f l N/3 71.41D FLOOR MAN ca; c i 'a,' iaa; 1.A.1 ;.., PL.CP.libiNqe 1 N1 PAP1T I r I cN W A4,,,C,4,c At, ?re4UIP' r:-„D r'O r) .1 -1oL.I rla4 C.0r.1 Pi.r r!°, n!C)P9►°) I N P)TIT1Canl � i7 A Aca F-OP; ca PAC e;, ■t CONIPI,E:i I=e. kloP)►h IN PAP1'1'1rio to AP)PA FCP) .1 F W PAC�� •, a ca C er 1:2,14.1 ��, 4• 0 R4XTfdW+lgT 1 v - :.4Ps•.x:. III jilll 11 12 ..aa+`.4AI18:4!J1kW nM FLOOR PLAN .777 t tv c ;1) -.0 NOTE: DRAWINGS SHOW GE RAL CONCEPT OF PHASING BAS ON PRELIMINARY INFORMATION PROVIDED BY BAYLEY CONSTRUCTION. FOR ALL REQUIRED INFaRMATION OF OVERALL CONSTRUCTION REFER TO OTHER t' AW +lGS AND SPECFICATIONS.ACTUAL PHASING INCLUDING START DATES TO BE DETERMED BY BAYLEY CONSTRUCTION. - COPYRIGHT© 19B THE CAWSON PARTNERSHIP `the CaUUison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corpora:ion 1b CONSULTANTS ESTIMEMIRSIMIZEIRREartlal HARGIS ENGINEERS MECHANICAL/ELECTRICAL CONSULTANTS SEATTLE, WASHINGTON 206.682.6452 ® REVISIONS IMMSSIMISIBERIMINMESENNI No. Date Item ▪ APPROVALS EVIMMOZIMISODIRSMOMM LEJa. T N•: MtTCHE!_ ., PfOj6:-t Architect B.PRESTON -Draw, A iARGIS Checked i Approved Registration WSHEET TITLE iftimmgewagegiumagg PHASING PLANS PLUMBING 'PHASE 2 86205 AUGUST 17,1987 Project No. - �- •- �--- __..�_...._ - - -- Date Ell SHEET NO. ISMIWasSIEMESEMSDIEW PH P2.9 b. .2 • = I flIPACIPPICIIIMPIMMISINNIGOISSPIIAlmnarsitoper • • I*, Pr" • ■,4 • 3. 4, •••-•`1 C''` • 41 I.• *rev. pm. FP4SPXY j,t _ L`Kr,)) • 7.2 .._ _ ▪ ._:-.--. r )2 / i) ( 1 , ?!. \-- \ _ -4 A ! i -If I ABOLIL4g16. i [ 1 I 1 1 LI .H . I ' ( ! (-r- - --a' . Tt.w041 MASS FAL ' ■ ' ) , "3 r°1 179 JL 442 -rranssmea...4.carsonsvais Juverasar Iwo seaf, ) ?;11 1 .01 WWI f•••■ FiRST FLOOR PLAN #55•19,M11.11...141.0.4,....M.1111.1.1.11.1012•10MIMMCMISIIL t-4..10-f se.E. IT') 4-4 .44.. 1 . 5 QaTA4,1 LS 0.4. 1.141 SEPTEMI3ER 3 THRU OCTOBER 6, 1988 NOTE: DATES PROVDED BY BAYLEY CONSTRUCTION •.1 ma, PHASE 2 * 174 GENERAL NOTES ALL EXITS (EXISTING AND PROPOSED) ARE TO BE AT ALL TIMES MAINTAINED FOR SAFE PASSAGE DURING CONSTRUCTION!. WHERE,POSSIBLE, RETAIN EXISTING WALLS FOR PARTITIONING PURPOSES. IF EXISTING WALLS DO NOT MEELRATING REQUIREMENTS - INSTALL TYPE I TEMPORARY.PARTITIO_N_ADJACENT _ TO EXISTING WALL. 3. REMOVE EXISTING SPRINKLERS AND PIPING IN DEMO AREA ONLY. REMAINDER OF STORE SPRINKLER4SYSTEM TO REMAIN IN FULL SERVICE DURING STORE OPERATIONS. PLAN ALL WORK ACCORDINGLY AND WITHOUT FAIL. REINSTALL SPRINKLER PROTECTION (FOLLOWING COMPLETION OF AREA CONSTRUCTION) IN ACCORDANCE WITH BUILDING SPECIFICATIONS. 4. PORTABLE MULTI-PURPOSE FIRE EXTINGUISHERS TO BE PROVIDED IN: A. DEMOLITION WORK AREAS. B. EXITING TUNNELS (BASED ON 75 FT. TRAVEL DISTANCE RULE). C. NEW ADDITION WORK AREAS. MINIMUM UNIT SIZE UL RATED 2A, IOBC DRY CHEMICAL. 5. EXISTING EXIT SIGNAGE AND EXIT LIGHTING TO BE REARRANGED DURING RELOCTION OF EXITS. EXIT :•!GNAGE AND EXIT LIGHTING TO BE PROVIDED IN ALL TEMPORARY EXIT TUNNELS. 21 ' rot; • 7' 4 -F2, .m- L-0 C464.1-E- E•-<ls,-ri ti tp,..P..R..-rmet..rr \ it. ts r.A. 4_1._ -rE......iF,c,'!4r-4-.4,...P...-1- p........ Fk.T. I -r DEMO 4,1,1 4.--; CC:A.-0 P!'__E..1 'T U FC,40- h4E.-vv .5p"..c E`_--. (5 -..EF--... r-tc_-3-1-E.I. 5) 1-1-14-1..L) .?1,) ) ,, J N II' P 1 t • ''t 0r C:* C k(*- -;) 47=10, ad Creivi ali -i. V6ie.-IV:wit osabi'oorrrIo (r-fotaiits Amos to.00k. {1-4- • ' !! tZ leitteM, ta" 1" 3, 19.2,,? •a.vy !NI Crervi 1'0 17.4.f■T`44 (,) . $01111(11 , • • 101 mititull -r KJ AVVY -COMET' I_ETEt i 1 TJ4HT WO .(1) tgi f=a;.u.. ac.-rc:54E3m •\ N Tti:14 eni.Kfle \ 4:1 pate PEN-4 aPT 4 ei 31 1111..f.V...Ord1 3. 0.1411.9.:111 rj*111'7 - 1 ;4-4Si-A -ret-A PA.F2-7- 11-1 C7'7-45 A.t4D CO 1-44PL. e FOR- t•-4 E V-1 SF, "NC. (sE_e. NO' '3; Fe.L.) s) ) FLOOR PLAN 1! oNotto,Noes Ka, ONO San NW. ONO MN. ,-......-..-......Pa...mrsemetontss4commearepesmawewsnquewraourao- FIRST FLOOR PLAN ANL 1 twee. rel. 1-4.401-Ei : SErg I-4 a.E.T; HA% ! . Fe- f44-1‘.17-1-- 1" (::5 1'4 L3 or's (,10 OCTOBER 7 THRU NOVEMBER'239 1988 4e NOTE DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 2 ReEac.:444..-re DePA,F2..Thie TaIN/I FtDR.A.Fa.,e rDe.reta .4,44---10 COMPLETE FO masts/ se.a...c-a ()em NaTe.'S 3) 11-4;41.) 5) ) • t 132 3o.. NJ.. 17,.* g•23 • t (4.74 • . TIP) 410 ' 6. ALL ALL TEMPORARY PARTITIONS AND EXIT TUNNELS ARE TO BE FULLY MAINTAINED UNTIL AREA WITHIN PARTITIONS IS COMPLETED AND SAFE PASSAGE TO REQUIRED EXITS CAN BE PROVIDED. REMOVAL OF TEMPORARY PARTITIONS AND EXIT TUNNELS TO OCCUR OVERNIGHT, DURING NON STORE HOURS, THE EVENING PRIOR TO OPENING DATE OF COMPLETED AREAS. 37. MAINTAIN ADEQUATE MARSH GAS VENTILATION AT ALL TIMES DURING CONSTRUCTION. 0:0 a ,0 [ - ' 'I . ......0 5 1 1 • - CHI LoR...er-vIr,.) V./ 11-41 I GO-ric ys/C:4 OCT,- OF' F-T-4 t4C-51 f v.'s' V • : 4. raSompoor tsilDsomi ;Orwell. 4? 11. OPEN SEPT' , I 906 O.. \ j L 4• IN : LpittInt ? \ gl Otc2Mt` 5.1=T 3, .ip __ ,i_ __1,. I, Ef....:3' ,--4 ..;-..../ 11-13D FLOOR PLAN e•I•1MKNII•1■•IIMMWIII1•rV,Il•II•T•Dll•rBTILM■V,.W.IP•• bloq. a3,1,3tse • PESOONAL ral-- nipows•-usaguleileteill • a • 1.4....1•000A.10. VS. II- 43vincouvis • \ COM P e oc-r. 7,1 e.e. IOC , smwas 71.111 GENERAL NOTES N, 1. ALL EXITS (EXISTING ANDk-OIDOSED) ARE TO BE AT ALL TIMES MAINTAINED FOR SAFE PASSAGE DURING CONSTRUCTION. 2. • WHERE POSSIBLE, RETAIN EXISTING WALLS FOR PARTITIONING PURPOSES. IF EXISTING WALLS DO NOT MEET RATING REQUIREMENTS - INSTALL TYPE I TEMPORARY PARTITION -AnCM TO EXISTING WALL. 3. REMOVE EXISTING SPRINKLERS AND PIPING IN DEMO AREA ONLY. REMAINDER OF STORE SPRINKLER SYSTEM TO REMAIN IN FULL SERVICE DURING STORE OPERATIONS. PLAN ALL WORK ACCORDINGLY AND WITHOUT FAIL. REINSTALL SPRINKLER PROTECTION (FOLLOWING COMPLETION OF AREA CONSTRUCTION) I IN ACCORDANCE WITH BUILDING SPECIFICATIONS. • 4. PORTABLE MULTI-PURPOSE FIRE EXTINGUISHERS TO BE PROVIDED IN: A. DEMOLITION WORK AREAS. B. EXITING TUNNELS (BASED ON 75 FT. TRAVEL DiSTAN.CE RULE). C. NEW ADDITIoN WORK AREAS. MINIMUM UNIT SIZE UL RATED 2A, JOBC DRY CHEMICAL. ' 5. EXISTING EXIT SIGNAGE ANDkXIT LIGHTING 10 BE REARRANGED DURING RELOCTION OF EXITS. EXIT SIGNAGE AND EXIT LIGHTING TO BE PROVIDED IN ALL 7EMPORARY•EXIT TUNNELS. ' ' • G. ALL TEMPORARY PARTITIONS AND EXIT TUNNELS ARE 41-0 BE FULLY MAINTAINED UNTIL AREA WITHIN PARTITIONS IS COMPLETED AND SAFE PASSAGE TO REQUIRED EXITS CAN 3E PROVIDED. REMOVAL OF TEMPORARY PARTITIONS AND EXIT TUNNELS TO OCCUR OVERNIGHT, DURING NON STORE HOURS, THE EVENING PRIOR TO OPENING DATE OF COMPLETE.D AREAS. T. MAINTAIN ADEQUATE MARSH GAS VENTILATION AT ALL TIMES . DURING CONSTRUCTION. • • i.4./ K /1 • 7„ H111'I 1111 '1111[1H,11111 3II!' tl :.:!..."!';44.4.4'!"4,'",0".... • cl ' unI*1 74-4 - - tPt - 4 - ! , 3.„ N......... L. .............r.....40.4,.......yri 41.7. lik, I. -.....4res- Q._ .__:- :......._4. ...,.......i _ 1_.. ., .. --. i__'• -1.rififf.1;-.1' _. ___-_ t__ ' . 1, i , roe Ai! o ;04 t-45-r`A. L._ L._ crior-is OEN'i 0 jz..r-.1Q PC 5 ebe. la. )-r t-t L.: 5) ) LEGEND Inisortuml NEW TEMPORARY PARTITION 1101u!I00uII0 EXISTING TEMPORARY PARTITION (ERECTED IN A PREVIOUS PHASE) TUNNEL braaa plum EXISTING OR TEMPORARY DEPARTMENT kt ENS SHOES NEW DEPARTMENT HIGHLIGHTED WALLS AND ROOM NAMES ARE TO BE COMPLETED AT OPENING DATE SHOWN AT ADJACENT DEPARTMENT LEGEND 771 13 61IS isms 4 NEW TEMPORARY PARTITION l...$13 EXISTING TEMPORARY PARTITION (ERECTD IN A PREVIOUS 1311W) TUNNEL brim, 0:lan LAISTING OR TEMPORARY DEPARTMENT tigt48 SHOES NEVI DEPARTMENT HIGHUGHTED WALLS AND ROOM NAMES ARE TO BE COMPLETED AT OPENING DATE SHOWN AT ADJACENT DEPARTMENT NOTE: DRAWINGS SHOW GENERAL CONCEPT OF PHASING BAED ON PRELIMINARY INFORMATION PROVIDED BY BAYLEY CONSTRUCTION. FOR ALL REQUIRED INFORMATION OF OVERALL CONSTRUCTION REFER TO OTHER DRAWINGS AND SPECIFICATIS.ACTUAL PHABNG , fliciEgitu AMEN. START DATES TO Big DETERMINED BY BAYLEY CONSTRUCTON. COPYRIGHT() tie THE CALLISON FARTNERSHIP The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Vqashington 138101 (206) 623-4646 The Callison Partnership Ltd., A Coiporation kg CONSULTANTS eggESESEOZWEVACCSSZONE I i REVISIONS EMBEIMEIME0111=4111MIIIINISH No. Date Item 5.29137 ADOE-10L.Avf 4t3 141 APPROVALS EEIHMEIUMBIEIMIENMSMESS CREIGHTONZMITCKW, - Pfojectioralitect.---- - NA ;3:W Drawn M1YAS ATO • Checked Approved Registration IN SHEET TITLE ISIZESERNIERMISIMEMS PHASING PLANS ARCHITECTURAL Pm° 2 • .86205 AUGUST 17,1987 Frolect No - 7 I 10 SHEET NO. NISMORAWASIONSWEINNO PH A22 IMMINSIBIONSERUIRMISINMENSMEMMtliS it# p e� C fir' .\ FAtICK1i r ' I I , ►#' ktXXf10 it i i ! l' i L=ain f1 I ,� i I - - II I I tI- 11 t� 1 t . l J ail =t L3 s : f;i jlIJ1 I I g �� iJL 11;41-161.7- i 11 RR T FLOOR PLAN t FL-WM TAMS 1.- - —. i _ft - -tt 4 1 r \ _t J rr - . Y ii L!,.; .., ., > Mt. r ulvvt .rM . •..1 f 4 `iv P.. K '' E j} .:..1..H 1 SEPTEMBER 3 7HRfJ OTOBER 6, 1988 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION O PHASE 2 c „IL1.1101:.1.w.o -,e GENERAL W2TES: i COMPLETre DEMO. OF EXI vTINiZi Mk G tAt�IIGAI WORK ANJO IN`- 3iAl_L NE'N 1 tVAC 5s./5TCM FOR WOMEN'S LOR'c.O C'L..O T PBINCC OE R7. .. W. tromkone ItIlored M.• 4 1 cZ+ C •r Vitka,,i8Acrpos twnxi i : Xi -r - Ix xelYY •4t, Wiff i • ri,,i`IcTIts45 „IV1FGH I i • I , L.• 1. , It1 - -cam; rs • NIC rC S AID1C� -S � -Ll G?E T fc6ala s!uww IF -I-r U W(y g, CNl_Y. I 0 petliaa _Jl COMPLETE r3MO, OR ExISTIA.Jel MCCt-!A►JICAL JJC K. A.Jf C.OMPLE.TF a r:sMs Ze.R.ViKAC-4 g -rcGl< AF.IO OFt="I C E AREA'.'a. SECOND FLOOR PLAN 1. All existing retail spaces open to the public ventilated per code. during remodel 2. Temporary exit tunnels to be ventilated per code. 3. Duct penetrations or other openings in temporary fire shall be protected by fire damper:.. T FLOOR maYxwnn.+fow.,..ds.+. •al,evarlImpsWOMV11....•.er OCTOBER 7 THRU NpVEMBER O 23, 1988 NOTE: DATES PROVIDED BY BAYLEY PHASE 2 shall be rated partitions J t C1 c P r it,4' e 0 .:0 If • ft* C.OhAPLE-TE I. IALLATIp 4 Ot= mew,: I tVAC• 5-Y'9.•I'ENir3 5ERV MOE:4 LtviPLcnTZE LOL)kJG A} iC) SUPPOF?'T' Arts. A. COMPLETE IN:::rALLATION.1 OF N V J HVP C.. "i " /5-rEhA �G_,Rvi �Id CI -tr-, ��'Ef.15 APPAREL, DEPT, klIGHT WORK 0k.11. Y. 'P4 R '4 tAini C) C i' •4 • .44 t3 ) .P • c.OMPL.E-TIE 1NS r ALLA` 75A -- cJF' NE's/ rtVA Mt: aEivINC-4 CL rOPAEP4Z "�VIG APSE,., `3 rOCK ALIO CFF" iC . DDMO. ExI511 k.4 AN.Ktc•AL_ WORK AKIC:) 11.1caiAl_I_ NEW I -IVAC. 3`/Te:M SE► /I►.ICa OFFICE A-ID ,uPPoR'r A2EAS. R7 4 c C1 C •t ILA MCOM FLOOR PLAN S GE-N'ERAL NOTES: Ali existing retail spaces open to the public ventilatE.,d per code. oi; c during remodel shall tie 2. Temporary exit tunnels to be ventilated per code. 3. Duct penetrations or other openings in temporary fire rated partitions shall be protected by fire dampers. . n+C�it.�rs7i.i.;rtt .`.'�i�i'w l�i !jl�i II1Iii1���ij� l �Il iilll! �il �!�1' VIII 7 23 •as • 11 ctsat .r•ri!lrlkrr -a erlierarapt••ecaeafarr �ggf3.l,Aelii, 144es D- (rJ Urt 7 1 TI-FID FLOOR PLAN arlai U poor 'A?vii IX r~ 1:— "��""j ....It__1 1. �—ti /L a.. r.; t - O%% esc P. GnM�_ li N644 rlVACs1/51.15 C -ANIP L.!iVGesele. 5 NOs !Z vMS tin c'. 'I.r 44 ,A ,A.11; 4, . NINUII� _ ;:s NflTm: If the microfilmed document is less clear than this P.M FLOOR FUN NOTE: DRAWINGS SHOW GENERAL CONCEPT OF PHASING BASED ON PRELVINARY INFORMATION ODD BY BAYLEY CONSTRUCTION. FOR ALL MOWED INFOFIMATiON OF OVERALL ,CONSTRUCTION REFER TO OTHE.R DRAWINGS, AND SPECIRCATKr.ACTUAL PHASING LU G START DATES T€3 BF DETERMINED BY BAYLEY CONSTRUCTION. Crtr'YRI.5HT© 198 1HE CAWSON ttl I:MkitsHiP The CaUUison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation 67 CONSULTANTS PSF INDUSTRIES, INC. P.O. BOX 3747 SEATTLE, W.A. 98124 (NW 822-1282 t3a REVISIONS IBMIMISAMMIREEBSIMMMOS "!c. Date Item NI APPROVALS r3. CREIGH_i GN 12M TCHELL Project Architect h. TAYLOR C3•awn J. RAM$TEAD Checked _. Approved .•4.ep'Co o`t : Yom' 1 Registration Et SHEET TITLE PHASING PLAN MECHANICAL PHASE 2 136t.? 45 AUGUST 17,1987 Project No. Date in SHEET NO NIRWANNIMERNMININIENNINN PHM2.2 WSW IliMatMintilinffliletillSMINXIMISIM FRST RDOR PLAN 9 ..••• NW. iAL:;a.•i SEPTEERSTHRU dTOBER 6, 1988 NOTE: DATES PROVIDED BY BAYLEY CONSTRUCTION PHASE 2 «o4.. tailored ..ruur.. eel mei sore . e r } / REVISE 4 COMPLETE, ELECTRICAL WC*); IN PARTITIONED AREA FOK NEW SPACNI. 0 t;} potties `'r --p i-TFTr4iCaHT SAVVY- -t4} e • I ,y toll i 1 art. ifia*FG •...:.: '1111 w;a .:...e.....•Ile• 4•x•••••.60..4 ...NI , .4 ELF ?RiCAL, — (;k f iI C"1C,UT'I�'fil I N ,-m1c J .�°'t -CO 'i:'°( TR L kJ0P- " SEXM FLWR PLAN lc . 0 A{, jl.i C.0r1Pt E :r. 1�10�11`) It•! PAPririONI Ahff.A NFJ. J • MOT N >•a•GLO.wa 6,666. ."iL .. ._ ►�1F.ti�i�rr el. '?tiCA.. A F e.41, -- I N PAM TICN A? 140P't eel ow THAD FLOOR PLAN PAP`}11T!O Il AN ...4)\ F") tai SPt\Ce.. T t- rT1 CI lr ¢4' • ;Ai{,/ 1 Oj lq; 4 74-t F� I IJ'I — II�:� ! ` C1C9 a i l I1r t / MOO WOMENS b 8 - r � -- ✓' 04.0..•• wc. *KM •r•.r war, OWE Mal I FLCKA PLAN KIWKI .00r•.fimaa•.wlo.mow....a+w:,.., OCTOBER 7 THR4J NOVEMBER23, 1988 NOTE: DATES PROVIDED & Y SAYLEY CO ST' 1 ON PHASE 2 P \/Ibto " eeC.T 1. A� he4 FleD IJ PAP1T I row eo Ahaa FOP') PeoMOLI r!QJ • • Kf K J oHrL.E,.i"t.. E.Lrc RIcPL I4C110)? U 4 PAP 1 ;11 Of•J W Ali eA F o h N 1rkJ O c, c of It• ••• •ICn+a. 1 k W 31 +(? r 4 L h 1.1.11 jr b1.•.00••■••■••• •••• w+.rr•.Nwa ,ow fa..M nor • WOW) FLOOR PLAN 11101.11 0 ,r, nr. r. • 1! Il1jlj ;l;ijliil l; 2 `.Ar 1•A.f.ti._ 'rL 111111111j111!I�lilj!�I'I�I�Ij1 6 7 1li�illjlllji�ljillj! 8 • • Ili llil III I!IIiIi 'jl 1 r, 11 . ,.v, , 12 - -( •If Ifs if{ FL • NOTE: DRAWINGS SHOW GENERAL CREPT OF PHASING BASED ON PRELMARY *FORMATION PROVIDED D BY BAYLEY CONSTRUCTION. FOR ALL REED INFORMATION OF OVERALL CONSTRUCTION REFER TO OTHER DRAWNGS AND SPECFICATISNS.ACTUAL PHASING iNCLU6ING START DATES TO BE DETERMINED BY BAYLEY CONSTRUCTION. CCPYRIGHTQ 198 THE CALtISON PART( IE RSHIP The Caflison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -466 The Callison Partnership Ltd., A. Corporation RS CONSULTANTS FLAVISINCIMIIMESNKIERTSSI HARGIS ENGINEERS MECHANICAL 1 ELECTRICAL_ CONSULTANTS SEATTLE, WASHINGTON 206.682.6452 81 REVISIONS IMERINIIIIMMMMMIMMI No. Date Item IS APPROVALS IIMIIMMINIMESOMIIIIMMI CR IGHTON' /MITCHELL Project Architect R.D.OLSON Drawn GI. YV .1 !ARFS 9 Checked Apprkwed Registration "-- ------------ __.�._... Si SHEET TITLE •C PHASIN PLANS - ELECTRICAL 2 ,86-20 AUGUST 1; ,1987 Project No. Date le SHEET NO. systessamensonasetwom PH E2.2 4 MST_ FLOOR SEPTEER3ThFIUdtTOBER 6, 1988 NOTE: DATES PROVIDED t Y BAYLEY COMTRUCTION O PHASE 2 0i al -r gragpagesseg r 0O na lyitorat ; t) H . g J f ISE COMPLETE PLi1(NI ING 1t'd$K IN 'AiTiTIONWW AEA or NEW `arsC Y= 0 C' s PLe1 A.I�NiP�I►JG <.\; l4Qrl►l N ?1TI TIO J e Arnim tr, tumor carry iNiN>DihUf lhI:• II7: GO 1 Plspre. �i: M r-.1G n" /nJ1111 NIGHT 1.ON1 t IL'( h 1 f P�U"LAi11C Per 1 e „ew - A,Y C, WAR, 13r-1‘,4`.101...4"r1c71,,J 11,1 Fi TlilQr1e',D PK:el COM PL• iTE." PLUM fb1 woht• L J r:fro‘mrroweo AN F-09) N1,4 SPA { ' heMse, PJJi te)twG �4 Necz I O N PAP)TI riot. ANtA PCP) Deer) 1104 , WOMENS Sri ES ff*sV..:w KM KA INa sae tan.cw PST FLOOR PLAN ♦.•OVf Oa OCTOBER 7 THRU NOvEMBER23, 1 988 PHASE 2 OTE DATES PROVIDED BY BAYL EY CONSTRUCTION 1$4 I'S ---- CO1 Pl :Te, l°141 G 1OPg I►! Prr'`a'Srl ric J F i I is IN e"%,1 eb PAK4 t . SECOND SECOND FLOOR PLAN K.a Awkik Ir. A Alir 4 ... k S r„,er 1111 MOM COL LEIGT* own nwnm. a o �.�. t '.f., f' N 0 0- t- FLOOR PLAN N.e.•ans ::ti. Wert i f; 7-1 i- = r •n .PAYS .raw t'4 f _!t. n4,- Molt OffM si r -�- y l l ,.:....A.a Ne.A/I e. ( �I„1,1hil'Jltilel hr5 Pry &tiIP')PO ItJ PANtirico AP`eA Pct oF°,1';+✓iL,l To.i. NOTE: Fx.'WING ►Shed 40m To hE.MAN ICJ ilJ PULL OP ATI QN,! LI NJ TI L k) t rl (xl Ts M i'AC,l ls1 Tl e Ahe. OCMPwre,io ft JD ACeGG°.�I?yL . C7' C ramerA., s 9 2 - ' • i9 1 rj r,-T-1 1--7 pi; C; 1M0 MM •tat * l� rJ•aoa.,a KO Of .1 1 !i 1 "* 3 133 43 <j;;; ! FLOOR PLAN aaf•A.,.m_.a. ''Inve, PLUIt'a1NCa I4Q9;)PZ IN P i IT1CN e.1? AheA P Nil C . 104 424 i cs C i ti A' i1! FLOOR . NOTE: DRAWINGS SHOW GENERAL CONCEPT OF PHASING BASED ON PRELIMINARY INFORMATION PROVI 'D BY BA Y LEY CONSTRUCTION. FOR ALL READ INFORMATION OF . OVERALL CONSTRUCTION RU ER TO OTHER DRAVVINGS AND SPECFICA ACTUAL PI-IASINii INCLUDING START DATES TO BE DETERMJNED BY BAYLEY CONSTRUCTION. 4111612 Ags4b, COPVRIGH r t istr THE (ALLISON PARTNERSHIP The Caflison Partnership Architecture Programming Planning Interior Design 142 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Caliison Partnership Ltd., A Col poration rSi CONSULTANTS HARGIS ENGINEERS MECHANICAL 1 ELECTRICAL CONSULTANTS SEATTLE, WASHINGTON 206.682.5452 NIREVISIONSIMMISIMMITE • No. Date item el APPROVALS ISIINESMINIEMENIMMUCIEW CREIGHTON /MITCHELL. Project Architect B.PRESTON Drawn A.HARGIs Checked Approved _ Registration i SHEET TITLE EiNEWISVEMPAINISMISCI PHASING PLANS - PLUMBING PHASE 2 86205 AUGUST 17,1987 Project No. Date fil SHEET NO. PH P2.2 IfigertEMEdiradameinfailliViNOMMINSOy LI'. .':i.'.,�.. Oe;Y°?C�:S'^ri •t 1iT:M};..: ' <� LAABBREV1ATIONS .8. /c COOS. C.T. .0. DD. DJ. DJUS. .F.F. GGR. LT. L.. ALUM. NOD. PPROX. RCH. SB. S ?H. D. ET. LOG. LK. LKG. M. .M. OT. RC. RZ. SMT. .R. CAB. C.A.B. C.B. CEM. CER. C.G. CHAMF. C.I. C.I.P. CIRC. C.JT. CIO. CLR• C.M.U. CNTR• C.O. COI. CONC. CONN. CONTT. CONT. CONTR. CORR. CPT. CSMT• C.T. CTR. CTSK. CU. FT. CU. YD. DBL. D.L. DEMO. ET. .F. .H. IAG. IAN• IM. IV. ANGLE AT CENTERLINE CHANNEL ?ENNI PERPENDICULAR PLATE POUND OR NUMBER DIAMETER SQUARE FEET NCHOR BOLT IR CONDITIONING CUUSTICAL COUSTIC TILE REA DRAIN ODENDUM DJACENT DJUSTABLE BOVE FINISH FLOOR GGREGATE LTERNATE LUMINUM NODIZED PPROXIMATE RCHITECT SBESTOS SPHALT OARD ETWEEN UILDING LOCK LOCKING EAM EHCH MARK (MOM EARING RONZE ASEMENT UIIT UP ACKING ROD CABINET CEMENT ASBESTOS BOARD CATCH BASIN CEMENT CERAMIC CORNER GUARD CHAMFER CAST IRON CAST-IN -PLACE (CONCRETE) CIRCLE CONTROL JOINT CEILING CLEAR(ANCE) CONCRETE MASONRY UNIT COUNTER CLEAN OUT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR CORRIDOR CARPET CASEMENT CERAMIC TILE CENTER COUNTER SINK CUBIC FOOT CUBIC YARD DOUBLE DEAD LOAD DEMOLITION DETAIL DRINKING FOUNTAIN DOUBLE HUNG DIAGONAL DIAMETER DIMENSION DIVISION N. P• PR. R. .T. VG. VR. EA. E.JT. El. ELEC. ELEV. ENCL. E0. EQUIP. ESC. EST. EXCAV. EXH. EXIST. EXP. EXT. ERD OWN AMPPROOFING ISPENSER OOR O,VNSPOUT FAIN TILE RAVING RAVER EAST EACH EXPANSION JOINT ELEVATION ELECTRIC(Al) ELEVATOR ENCLOSE(URE) EQUAL EQUIPMENT ESCALATOR ESTIMATE EXCAVATE EXHAUST EXISTING EXPANSION EXTERIOR EXIST. ROOF DRAIN F.B.O.I.C. FURNISHED BY OWNER INSTALLED BY CONTRACTOR F.D. FLOOR DRAIN FON. FOUNDATION F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET F.F. FACTORY FINISH FIN. FINISH(ED) FIR. FLOOR FLASH. FLASHING FLUOR. FLUORESCENT F.O.S. FACE OF STUDS F.O.C. FACE OF CONCRETE F.O.F. FACE OF FINISH F.O.H. FACE OF MASONRY FP. FIREPROOF FT. FOOT, FEET FTG. FOOTING FURR. FURRED, FURRING FUT. FUTURE GA. GALV. G.B. GEN. GL. GND. GR. G.W.B. GYP. CFRC H.B. H.C. HD. HDBD. HDCP. NOR. HDVO• HOUR. H.M. HORIZ• HR. HT. HTG. Fi.V•A•C. H.W.H. .0. .P.S. NCI. NSUI. NT. NV. GAGE GALVANIZED GRAB BAR GENERAL GLASS, GLAZING GROUND GRADE, GRADING GYPSUM WALL BOARD GYPSUM GLASS FIBRE REINF. CONC. HOSE BIBB HOLLOW CORE HEAD HARDBOARD HANDICAPPED HEADER HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING HEATING /VENTILATING/ AIR CONDITIONING HOT WATER HEATER INSIDE DIAMETER INSIDE PIPE SIZE INCLUDING INSULATION INTERIOR INVERT JAN. JST. JT. KIT. KO. KPI. LAM. LAY. L.H. 1. l.1. LT. 111. IVR. WAS. MAX. M.C. MECH. MED. HERB. MET. MEZZ. MFR. MH. MIN. MISC. MTO. MIL. MULL. N. N.I.C. NO. NOM. N•T.S. . A. .0. . r.R.D. H. PP.H. PNG• PP. PASS. P.B. P.BD. PERF. PERI. PL. P.L. P. LAM. PLAS. PLVD. PNL. PR. P.S.F. P.S.T. PT. P.T. P.T.D. PIN. P.T.R. PVMT. 0.T. JANITOR JOIST JOINT KITCHEN KNOCKOUT KICKPLATE LAMINATE (D) LAVATORY LEFT HAND LENGTH, LONG LIVE LOAD LIGHT LINTEL LOUVER MASONRY MAXIMUM MEDICINE CABINET MECHANIC(AL) MEDIUM MEMBRANE METAL (1EZZANINE MANUFACTURE(R) MANHOLE MINIMUM MISCELLANEOUS MOUNTED MATERIAL MULLION NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE VERAII N CENTER UTSIDE DIAMETER VERFLOV ROOF DRAIN VERHEAD PPOSITE HAND PEKING PPOSITE PASSENGER PANIC BAR PARTICLE BOARD PERFORATE(0) PERIMETER PLATE PROPERTY LINE PLASTIC LAMINATE PLASTER PLYWOOD PANEL PAIR POUNDS PER SOUARE FOOT POUNDS PER SQUARE INCH POINT PAVER TILE PAPER TOWEL DISPENSER PARTITION PAPER TOWEL RECEPTACLE PAVEMENT QUARRY TILE R. R.A. RAD. R.B. R.T. R.D. REF. REFL. REFR. REG. REINF. REQ. REV. R.N. RM. R.O. R.O.W. S. S.C. SCH. S.D. SEAL. SECT, SH. SHT. SHTG. SIM. SL. SPEC. SO. S.S. S.STL. STD. STL. STOR. STR., STRUCT. SUSP. T. T.B. 1.C.' TEL. TEMP. TERR. TEX. T.SC. THK. THRESH. T.JT• TKBD. T.P.H. TV. TYP. UNF!N. UR. VAR. VEN. VERT. VEST. V.G. V.V.C. V. W/ W.C. WD. V/0 WP. W.R. VSCT. WT. W.W.E. RISER RETURN AIR RADIUS RESILIENT BASE RESILIENT TILE ROOF DRAIN REFERENCE REFLECTED REFRIGERATOR REGISTER REINFORCING REQUIRED REVISION RIGHT HAND ROOM ROUGH OPENING RIGHT OF WAY SOUTH SOLID CORE SCHEDULE STORM DRAIN SEALANT SECTION SHELF SHEET SHEATHING SIMILAR SLOPE SPECIFICATION SQUARE SERVICE SINK STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURAL SUSPENDED TREAD TOWEL BAR TERRA COTTA TELEPHONE TEMPERED TERRAllO TEXTURE(D) TONGUE AND GROOVE THICK(NESS) THRESHOLD TOOLED JOINT TACKBOARD TOILET PAPER HOLDER TELEVISION TYPICAL UNFINISHED URINAL VARNISH VENEER VERTICAL VESTIBULE VISION GRILLE VINYL WALL COVERING WEST , WIDE WITH WATER CLOSET WOOD WITHOUT WATERPROOFING) WATER RESISTANT WAINSCOT WEIGHT WELDED WIRE FABRIC SPECIALTIES REFERENCE SYMBOLS RECESSED SHELF STANDARD LOCATIONS SALES FLOOR SIDE ONLY - - BOTH SIDES SPECIAL FALL CONDITIONS VISION GRILLE FIRE EXT CABINET FIRE EXTINGUISHER CORNER GUARD WAINSCOT SPECIALTIES STOCK SHELVING CASEWORK TRAVEL ROD NANG ROD STORAGE USE INTEGRAL STUD /SHELF STANDARD 11A11 CONSTRUCTION AS INDICATED REFER TO INTERIOR WAIL ELEVATIONS FOR PRECISE LOCATIONS SEE SEE(12) NOTE: PROVIDE VINYL. C.G. WHERE NOTED ON DRAWINGS P•LAM. - PLASTIC LAMINATE OVER WALL CONSTRUCTION SHOVN HOBO. - HARDBOARD OVER WALL CONSTRUCTION AS SHOVN TYPICALLY 12' DEEP UNLESS NOTED: A - 16' DLP C - MANAGERS DESK - 24' DEEP PLANNED P.O.S. - / CASHWRAP OR FIXTURE SHOWN TO APPROXIMATE SCALE DATA EQUIPMENT LOCATION DOUBLE TYPICALLY CEILING MOUNTED (EXCEPT AS NOTED) SINGLE TYPICALLY TWO TIERED (EXCEPT AS HIED) WALL TYPES WALLS AND PARTITIONS TYPICAL PARTITION ONE HOUR PARTITION TWO HOUR PARTITION CASED OPENING r vo�l. AY:;,P:004,.a TWO HOUR SHAFT WALL SOUND FARTITIOf4 _...a..4 SEE efftwenunammtan SEE stummitammern SEE ====...==== SEE tosexamanamaasiesm SEE ; +; -(. mT`.rr SEE FOUR HOUR mmum=====mn SEE SEPARATION WALL 701 -TW® 1-i^.UR **13trwalarnasig4 sot rr .02 7`-1.44.° HLG,H" 7.0' f ZI i ONI 'SSA. AEG) N4t.li,a1 9 WA,.i. Af$,o4 °Ig,(!!'sl DETAIL MATERIALS MIN EARTH GRAVEL CONCRETE CONCRETE BI.0 K OCARRY OR CERAMIC TILE' IJ WOOD BLOCKING CONTININIUS PLASTER GYPSUM WALL BOARD METAL STUD En WOOD BLOCKINC.SHIM WOOD FINISH PLYWOOD V I0I COLUMN GRID LINE ROOM REFERENCE DOOR NUMBER DETAIL REFERENCE MALL SECTION BUILDING SECTION REFERENCE OR DATUM ELEVATION REFERENCE REVISION REFERENCE NORTH REFERENCE ROOM NAME r202 -1 • REFERENCE DOOR SCHEDULE QETAIL NUMBER (OR LETTER) DRAWING NUMBER (4.---- - - SECTION DESIGNATION (NUMBER) DRAWING PLUMBER 4.--- SECTION DESIGNATION (LETTER) DRAWING NUMBER , NUMBER, REFERENCE ,ELEVATION DRAWINGS SEE TITLE BLOCK FOR PEVISION. ONLY MOST RECENT REVISION SHOWN CLOUDED REFERENCE TO D I M POINT DETAIL NUMBER SEQUENCE 1 2 3 415 6 7 8 9 10 11 12 13 14 15 .16 1718 19 20 21 22 23 24 25 26 27 28 _293031.323334135 BUILDING CLASS 1 F 1 CAT 1 ONS INDEX OF DRAW 1. b' A. B. C. D. E. F. G. H. . ORQINANCE,S AND REGULALLUULL 198 FORM B D NC CODE 1985 UNIFORM MECHANICAL CODE 1985 UNIFORM PLUMB :4G CODE 1985 UNIFORM FIRE CODE 1985 NATIONAL ELECTRICAL CODE CITY OF TUKWILA ZONING CODE WASHINGTON STATE, PHYSICALLY HANDICAPPED STAND WASHINGTON STATE ENERGY CODE 86 APPLICABLE CITY ORDINANCES I 2. L�F1 ! C -P (CITY OF TUKWILA ZONING CODE) 3. 1.IaijFt. ZON. 3 CHAPTER 23. FIGURE I UBC 4. kaULNALLNSMENN B2 (RESTAURANT A -3) 5. siiiillikaull TYPE II F.R. 6. .jL1I1 b. LE,_ Fj 00_ ,AREA' TABLE 5C L8C A. BASIC ALtOWABLE FLOOR AREA: B. 100% INCREASE FOR MULTISTORY: +39,900 C. 100Z INCREASE FOR SPRINKLER SYSTEM: +79,800= 0. 50X INCREASE FOR SEPARATION ON 2 SIDES +79.800 E. MAXIMUM ALLOWABLE FLOOR AREA 7. „AL OVALIJ HEIGHT: 115 FT. 160 FT. 8. -PROPOSE 'UILDIRG °AREA= ,.00R (GROSS LEASEABLE FIRST FLOOR SECOND FLOOR THIRD FLOOR THIRD FLOOR UPPER LEVEL (FOURTH FLOOR) 39.900 79.800 159.600 239.400 239.400 (CITY OF TUKWILA ZONING CODE) (UBC TABLE 5 -0) FLOOR ARELL. TUKWILA ZONING CODE) 55,512 S.F. 47,785 S.F. 48.913 S.F. 9.416 S.F. TOTAL 161.626 S.F. S.F. S.F. S.F. S.F. S.F. 9. FIRE RESISTIVE REQUIREMENTS FOR TYPE II F.R. CONSTRUCTION A. STRUCTURAL FRAME: 2 HR TABLE 17 -A B. EXTERIOR NON-BEARING WALL: (eMALI.EXCEPTeOPNG)4 HR. TABLE I7 -A C. EXTERIOR NON- BEARING WAIL: (FACING PARKING) NON- COMBUSTABLE SEC.1903 (e) D. FLOORS (REFER TO NOTE NO.1 BELOW) 2 HR TABLE 17 -A E. ROOF 1 HR. TABLE 17 -A AND SEC. 1906 F. STAIR ENCLOSURES (REFER TO NOTE NO.2 BELOW) 2 HR TABLE 17 -A G. SHAFT ENCLOSURES (REFER TO NOTE N0.3 BELOW) 2 HR. TABLE 17-A AND SEC. 1706(e) H. ESCALATOR (REFER TO NOTE NO.4 BELOW) PER SEC. 1706(e) I. PERMANENT PARTITIONS (REFER TO NOTE NO.5 BELOW) NON- COMBUSTABLE, FIRE RETARDENT WOOD. , HR.SEC. 1705(6) J. CORRIDORS (REFER TO NOTE N0.6 BELOW) I HR. SEC. 3305(g) K. CEILINGS (REFER TO NOTE NO.7 BELOW) NON - COMBUSTIBLE L. MISCELLANEOUS: SEC. 506(b) AND SEC. 3302 (b) M. BUILDING TO BE FULLY SPRINKLERED NOTES: 1. DUCT PENETRATIONS THROUGH FLOOR - CEILING ASSEMBLIES MUST BE FIRE DAMPERED. 2. EXIT DOORS SHALL BE PROTECTED BY A FIRE ASSEMBLY HAVEINC A FIRE - PROTECTION RATING OF ONE AND ONE -HALF HOURS SEC. 3309(c) 3. OPENINGS INTO A SHAFT SHALL HAVE A SELF - CLOSING FIRE ASSEMBLY CONFORMING TO SEC. 4306 AND WITH A ONE AND ONE -HALF HOURS RATING. AIR DUCT PENETRATIONS ARE TO BE PROTECTED PLY FIRE DAMPERS CONFORMING TO UBC STANDARD '43-7 SEC. 1706. 4. NO ENCLOSURE NEEDED WITH SPRINKLER SYSTEM AND DRAFT CURTAIN INSTALLED ACCORDING TO SEC. 1706(e). 5. WHERE CORRIDOR IS NOT ESTABLISHED SEC. 1705(b). 6. WHERE THE OCCUPANT LOAD IS 30 OR MORE, THE CEILING SHALL NOT BE LESS THAN THAT REQUIRED FOR A ONE -HOUR F.R. FLOOR OR ROOF SYSTEM. NON - COMBUSTIBLE CEILINGS MAY BE SUSPENDED BELOW THE FIRE RESISTIVE CEILING. DOOR OPENINGS SHALL BE PROTECTED BY AN ASSEMBLY HAVING A FIRE - PROTECTION RATING OF NOT LESS THAN 20 MINUTES. OTHER INTERIOR OPENINGS SHALL BE FIXED AND PROTECTED BY APPROVED 1/4' THICK WIRE GLASS INSTALLED IN STEEL FRAMES. THE TOTAL AREA OF ALL OPENINGS, OTHER THAN DOORS. IN ANY PORTION OF AN INTERIOR CORRIDOR SHALL NOTEXCEED 25X OF THE AREA OF THE CORRIDOR WALL OF THE ROOM WHCIH IT IS SEPARATING FROM THE CORRIDOR. DUCTS PENETRATING CORRIDO WALLS HAVING OPENINGS INTO THE CORRIDOR SHALL BE FIRE DAMPERED SECTION 3305(8) (h) . 7 NON - COMBUSTIBLE LAY IN ACOUSTIC TILE SYSTEM BELOW TWO - HOUR FLOOR SYSTEM. AREA ABOVE CEILING MAY BE USED AS A RETURN AIR PLENUM. U.L. APPROVED TEFLON COATED LOW - VOLTAGE;;:3(IRE MAY RUN THROUGH THE PLENUM WITHOUT CONDUIT. 10. OCCUPANT LOADS: UBC TABLE 33 -A FIRST FLOOR SQ�t ARE BEET SALES FLOOR /DRESSING ROOMS 36.616 TAILOR SHOP 1.220 STOCK /HOLD 6.918 UPPER SHOE STOCK 4.800 UPPER COSMETIC STOCK 720 OFFICES /OTHER 751 TOTAL 51.025 SECOND F100R SOUARE FOE_ SALES FLOOR /DRESSING ROOMS STOCK /HOLD ALTERATIONS OFFICES /OTHER TOTAL 32.409 8.130 1.154 3.422 FACTOR 030 0100 0300 0300 0300 0100 FACTOR 050 0300 0100 '0 1 00 OCCUPANT" 1.220.5 12.2 23.0 16.0 2.4 7.5 1,281.6 0 C C U.Q.@..Lt J.L.S._ 648.1 27.1 11.6 34.2 45,125 721.0 THIRD FLOOR SQUARE FEET SALES FLOOR /DRESSING ROOMS STOCK /HOLD EMPLOYEE LOUNGE OFFICES /OTHER KITCHEN RESTAURANT EMPLOYEE LOCKER ROOM RESTAURANT TERRACE EMPLOYEE TERRACE TOTAL 28,411 3,403 970 5,894 970 3.120 408 518 435 44,129 THIRD FLOOR UPPER LEVEL (FOURTH FLOO. STOCK MAINTENANCE DISPLAY TOTAL NUMBER Or EXITS FIRST FLOOR: SECOND FLOOR: THIRD FLOOR: THIRD FLOOR, UPPER LEVEL RESTAURANT: REQUIRED: 7,751 324 855 8,930 UBC SECTION FACTOR 050 0300 015 0100 0200 0 15 0 50 0 15 0 15 OCCUPANTS 568.2 11.3 64.7 58.9 4.8 208.0 8.1 34.6 29.0 987.6 00 0 0 25.8 3.2 8.5 37.5 3303(A) TABLE 33 -A EMPLOYEE LOUNGE: RESTAURANT TERRACE: EMPLOYEE LOUNGE TERRACE: 12. EXIT DOOR WIDTH REQUIRED: FIRST FLOOR: SECOND FLOOR: THIRD FLOOR: THIRD FLOOR. UPPER LEVEL 13. 'EXITS PROVIDED 1281 OCC.= 4 EXITS 721 OCC.= 3 EXITS 987 OCC.= 3 EXITS 37 OCC.= 2 EXITS 208 OCC.= 2 EXITS 65 OCC.: 2 EXITS 35 OCC.= 2 EXITS 29 OCC.= 2 EXITS (1 DIRECTLY INTO STAIR 02 VIA RATED CORRIDOR.) (1 DIRECTLY INTO° STAIR 01 VIA RATED CORRIDOR.) (1 DIRECTLY INTO STAIR 02 VIA RATED CORRIDOR.) (I DIRECTLY INTO STAIR 01 VIA RATED CORRIDOR.) UBC SECTION 3303(A) TABLE 33 -A 1281 / 50 = 25.6' 721 / 50 = 14,4' 987 / 50 = 19.7' 37 / 50 = 0.7' FIRST FLOOR: 0(3) 3' -Q'R DOORS AT NORTH BUILDING ENTRY (4) 3' -0' DOORS AT VEST BUILDING 'ENTRY (2) 3 ° -O' DOOR ADJACENT 10. STAIR NO. 4 (2) 3'-0' DOOR ADJACENT TO STAIR NO. 1 6 (1 PR. SVING, 1 SLIDER V/ BREAKAWAY HDWR.) TOTAL SECOND FLOOR: (1) _4' -0' 000R AT STAIR NO 1 (1) 4'-0' DOUR AT STAIR .NO. 2 (1) 41-0' DOOR AI STAIR HO. 3 (1).'3'-0' DOOR AT STAIR NO. BATT INSULATION RIGID INSULATION METAL ACOUSTICAL TILE TOTAL couRearkisssauresaimodwatratienk EROSFEr yt i 11111111111111 !1111111!11!!111j1111i111111 0 1G 111!. ,.,1,. I 2 NEEIEEE 11i11111111111111111111111111 4 T C 4.14. 9.0' 12.0' 6.0' 6.0' 4.0' 4.0' 4.0' 3.0' 15.0' 14. THIRD FLOOR: (1) 4'-0' DOOR AT STAIR NO. 1 (2) 3' -O' DOORS AT STAIR NO. 2 (2) 3' -0' DOOR AT STAIR NO. 3 (1) 4' -0' DOOR] AT STAIR NO. 4 TOTAL THIRD FLOOR. UPPER LEVEL (FOURTH (1) 3' -C' DOOR AT STAIR NO. (1) 3'-0' DOOR AT STAIR NO. TOTAL STAIRS 2 3 FLOOR) 4.0' 6.0' 6.0' 4.0' 20.0' 3.0' 3.0' 6.0' PROVIDED REQUIRED THIRD FLOOR. UPPER LEVEL: STAIR NO. 2 TO THIRD FLOOR STAIR N0. 3 TO THIRD FLOOR THIRD FLOOR: STAIR N0. 1 IO SECOND FLOOR STAIR NO. 2 TO SECOND FLOOR STAIR NO. 3 TO SECOND FLOOR STAIR NO. 4 TO SECOND FLOOR SECOND FLOOR: STAIR NO. 1 TO FIRST FLOOR STAIR NO. 2 TO FIRST FLOOR STAIR N0. 3 TO FIRST FLOOR STAIR N0. 4 TO FIRST FLOOR 3.75' 3.75' 7.50' 3.95' 6.25' 6.25' 4.25' 20.70' 5.85' 7.25' 7.25' 5.75' 2.6.10' • 35' . 35' .70' 3.10' 6.16' 6.16' 4`00' 20.02' 5.69' 6.92' 6.92' 4.88' 24.41' 15. MISCELLANEOUS ITEMS A. ESCALATOR OPENING SHALL PENETRATE TWO FLOORS AND BE PROTECTED BY AN 18' DRAFT CURTAIN. B. ONE STAIR SHALL EXTEND TO THE ROOF FOR ELEVATOR MAINTENANCE AND ROOF ACCESS. C. EMERGENCY POWER BY GENERATOR. EXIT PATHWAYS ACCENTUATED BY LIGHT PATTERN LEADING TO EXIT. D. DRESSING ROOM PARJITIONS TO BE 7' HIGH. CONSTRUCTED OF PARTICLE BOARD W/ MiL. FRAME 6 LAMINATE OR FABRIC COVERING GENERAL NOTES . DIlEN SIONS: DIMENSIONS ON PLANS ARE TO FINISH FACE OR CENTER LINE OF COLUMNS TYPICALLY. EXTERIOR DIMENSIONS ARE TO FACE OF EXTERIOR MATERIAL. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS ARE TO BE CENTERED BETWEEN WALLS. VERIFY ALL DIMENSIONS AND CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. CODES: ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OR THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. DO NOT SCALE DRAWINGS= THE CONTRACTORS SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. . ABBREVIATIONS: THROUGHOUT THE PLAN ARE ABBREVIATIONS WHICH ARE IN COO N USE. 1 HE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN OUESTION. . THE DRAWINGS AND SPECIFICATIONS: PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL AND THE CONSULTING ENGINEER(S) DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION BY WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. CASEWORK AND DRESSING ROOM PARTITION CONSTRUCTION DRAWINGS WILL BE ISSUED DIRECTLY BY THE OWNER AT A LATER DATE. COORDINATION: EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION WITH OTHER CONTRACTORS TO ASSURE COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS. AND THE ACCURATE LOCATION OF STRUCTURAL MEMBERS AND OPENINGS FOR MECHANICAL, ELECTRICAL. STAIRS. ELEVATORS. ESCALATORS AND MISCELLANEOUS EQUIPMENT. CONTRACTORS SHALL VERIFY SIZES AND LO(;ATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WITH MECHANICAL. CONTRACTOR AS WELL AS SHOP DRAWINGS APPROVED BY ARCHITECT. BEFORE PROCEEDING WITH THE WORK. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PADS AND BASES AS WELL AS POWER AND WATER OR DRAIN INSTALLATION WITH EQUIPMENT MANUFACTURERS BEFORE PROCEEDING WITH THE 7. EXITS: ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. ALL EXIT SIGNS SHALL HAVE LETTERS 6 (SIX) INCHES HIGH MINIMUM. AND SHALL CONFORM WITH APPLICABLE CODES. REFER TO DRAWINGS FOR EXIT SIGN INSTALLATION, 8. GLAZING: THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS AND GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING ;JBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD..HE SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. NO CLAIMS FOR EXTRAS FOR COMPLYING WITH THE STANDARD WILL BE ENTERTAINED. WORK. 9. a'$. . THERE SHALL BE NO EXPOSED PIPE. CONDUITS. DUCTS. VENTS. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED. UNLESS NOTED AS EXPOSED CONSTRUCTION ON DRAIINGS. OFFSET STUDS WHERE REQUIRED. SO THAT FINISH WALL SURFACE WILL BE FLUSH. SEE INTERIOR WALL ELEVATIONS FOR EXACT WALL STANDARD LOCATIONS. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. CEILING SUSPENSION SYSTEMS SHALL RE STABILIZED AGAINST LATERAL MOVEMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE UBC, 1985 EDITION TABLE 23 -J. DEPRESS CONCRET' FLOOR SLABS F6R FINISH FLOOR MATERIALS AS REQUIRED AND AS NOTED ON STRUCTURAL DRAWINGS. WHERE FLOOR DRAINS OR FLOOR SINKS OCCUR. ALL FINISH FLOORS SHALL SLOPE TO DRAIN. ALL PARTITIONS EXTEND TO UNDERSIDE OF STRUCTURE ABOVE. UNLESS NOTED OTHERWISE. CEILING HEISHTS ON FINISH SCHEDULE ARE FROM FINISH FLOOR TO FINISH CEILING. ALL WOOD BLOCKING SHALL BE FIRE RETARDANT TREAIED. 0. FIRE PROTECTION: BUILDING IS TO BE FULLY SPRINKLERED THROUGHOUT. SPRINKLER SYSTEM IS TO BE APPROVED BY THE W.S.R.B. PRIOR TO INSTALLATION. FIRE PROTECTION CONTRACTOR IS REQUIRED TO RUN 'IL MAIN DRAIN LINES AND /OR INSPECTOR TEST LINES OUT BEYOND THE BL AG LINE OR TO THE FACE OF CURB. THERE SHALL BE NO DRAINAGE OF WATER ACROSS SIDEWALK OR ANY OTHER CONCRETE AREA AROUND THE PERIMETER OF THE BUILDING. FIRE PROTECTION CONTRACTOR SHALL PROVIDE FIRE PROTECTION DRAWINGS AS REQUIRED TO MEET CITY OF TUKWILA AND V.S.R.B. REGULATIONS. FIRE PROTECTION CONTRACTOR MAY BE REQUIRED TO RELOCATE, AT HIS COST, ANY FIRE PROTECTION EQUIPMENT. PIPING OR APPLIANCE WHICH HAS BEEN INSTALLED WITHOUT THE APPROVAL OF THE OWNER AND GOVERNING AGENCIES AND WITHOUT THE ARCHITECTS CONCURRENCE. PROVIDE FIRE DAMPERS AND ACCESS PANEL; fCR DUCTS AND A/C FIXTURES WHEN PASSING THROUGH A FIRE RATED ENCLOSURE. PROVIDE FIRE DAMPERS AT ALL SUPPLY AIR AND RETURN AIR OUTLETS OR INLETS PENETRATINC FIRE RATED ASSEMBLIES, ENCLOSURES. AND SURFACES AND AS REQUIRED BY THE FIRE DEPARTMENT. 11. WEATHERPROOF.IN(z: ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTER FL'.SH11.G EXPANSION JOINTS SHALL BE CONSTRUCTED IN SUCH A MANNER 1fi TO MAKE THEM WEATHERPROOF., THE JUNCTION OF, THE ROOF AND VERTICAL SURFACES SHALL BE FLASHED AND COUNTERFLASHED IN A MANNER TO MAKE THEM WEATHERPROOF. 12. THE SPECIFICATIONS ARE A PART OF THIS CONTRACT. 13• MECHANICAL. ELECTRICAL. VERTICAL TRANSPORTATION AND SPRINKLER WORK SHALL BE CONDUCTED UNDER SEPARATE PERMIT. N cH:TecTyRRAi, AO.01 PHAI.1 PHSI.L PHMLI PL£t.I PIP1.1 PHAI.3 A2.0I A2.02 A2.03 A3.0I A4.0I A4.02 A4.03 A4.04 A4.95 M.o6 AS.OI A5.02 A5.03 A5.04 A6.01 A6.02 M.03 A6.04 A6.05 A6.06 A6.07 A8.0I A8.02 A8.03 A8.04 A8.05 A8.06 1NGS GENERAL NOTES PHASING PLANS, ARCHITECTURAL PHASING PLANS, STRUCTURAL PHASING PLANS, MECHANICAL. PHASING PLANS, ELECTRICAL PHASING PLANS, PLUMBING PHASING DETAILS FIRST FLOOR DEMOLITION PLP+L SECOND FLOOR DEMOLITION PLAN THIRD FLOOR DEMOLITION PLAN SITE PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN THIRD FLOOR PLAN THIRD FLOOR LPPER LEVEL FLOOR PLAra/LPPER LEVEL FIXTURE PLANS ROOF PLAN ROOF DETAILS FIRST FLO(Tri REFLECTED CXILING PLAN SECOND FLOOR REFLECTED CEILING PLAN THIRD FLOOR REFLECTED CEILING PLA..4 THIRD FLOOR UPPER LEVEL/UPPER LEVEL FIXTURE; REFLECTED CEILING PLANS BUILDING ELEVATIONS BUILDING ELEVATIONS BUILDING SECTIONS WALL SECTIONS & DETAILS WALL SECTIONS & DETAILS ENLARGED ENTRY PLANS & ELEVATIONS ENTRY SECTION, REFLECTED CEILING, ENTRY DETAILS STAIR PLANS & SECTIONS STAIR PLATS & SECTIONS STAIR PLANS & SECTIONS ELEVATOR PLANS SECTIONS & DETAILS ESCALATOR PLANS ESCALATOR & CLERESTORY SECTIONS STRL 9TU€ SD2.I STRUCTURAL DEMOLITION, FIRST FLOOR PLATO SD2.2 STRUCTURAL DEMOLITION, SECOND F4-OOR PLOW S02.3 STRUCTURAL DEMOLITION, TH1RD FLOOR PLAN 502.4 STRUCTURAL DEMOLITION, ROOF PLAN 505.1 STRUCTURAL DEMOLITION, ELEVATIONS S03.2 STRUCTURAL DEMOLITION, ELF - VATIONS SI.1 TYPICAL. DETAILS, FOOTING SCHEDULE, STRUCTURAL NOTES 52.1 FOUNDATION PLAN 52.2 FOUNDATION DETAILS 52.3 COLUMN SCHEDULE, BASE PLATE AND SPLICE DETAILS 52.4 SECOND FLOOR FRAMING PLAN S2.5 THIRD FLOOR FRAMING PLAN 52.6 THIRD FLOOR UPPER LEVEL/LOW ROOF FRAMING PLAN 52.3 HIGH ROOF /CLERESTORY FRAMING PLAN 53.1 BUILDING ELEVATIONS 53.2 BUILDING ELEVATIONS $4.i FLOOR SECTIONS AND DETAILS 54.2 FLOOR SECTIONS AND DETAILS 54.3 FLOOR SECTIONS AND DETAILS 54.4 ROOF SECTIONS AND DETAILS 54.S ROOF SECTIONS AND DETAILS S4.6 RtiOF SECTIONS AIM DETAILS S5.1 TYPICAL CONNECTION O TAILS S6.1 STAIR PLANS, STAIR NUMBER 2 56.2 STAIR PLANS, STAIR NU11&ER 3, STAIR NUMBER 4 563 STAIR SECTIONS AND DETAILS PROJECT LOCATION The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation AI CONSULTANTS EINNIIIMMEHERMINORTNI 81 REVISIONS No. Date Item VICINITY MAP PLAN PE -/ EN FO* CC.IPL:ANCE W,r14 TH FOLLOWING ORDINANCES ONLY 'I-3-2 SIiRJECT TO Ir.TFRaPETATIONS OF 1141 L :(1VERNINF; ADO-10;111v ERRORS, r'k!,SSI(NS AND INCONSISTENCIES. half- IN(26Lcj ;sr ? (1AT� OLIT 711AHAh & SMIflI. trIC ® APPROVALS MMIMIMOMMMMMUNIMEMMI CREIGHTMMITCHELL Project Architect ."... .... ... _. Drawn Checked Approved Registration MI SHEET TITLE ileHOWINKNEMINIMMOM GENERAL ". TB 14. PROVID€ CONIINbOUS' INSPECTION FOR FIELD, WELDS. WELDING TO BE DONE BY WELDERS CERTIFIED BY THE CITY BUILDING DEPARTMENT. CITY F T(1K144A pPRfyr1T J0L-241 862lt4 °D'►'e9Til:►r, Prolear ilia. IN $HEFT NO; 15 ALL STRUCTURAL BRACING AND STRUCTURAI'FRA1IINO TO'HAVE FIREPROOFING TO MEET 2 -HOUR FIRE PROTECTION. • 1 S. 2 -HOUR FIRE RATED F100Rf SYSTEI4 10 COMP' iIITB 1X85 1111111I111I11111111111111111111 111111111111111011111111! 11111111111; 1111111111111111111111111m1111111111111111 5 6 7 8 9 10 11 V,i1 NL {VVAN. 12 1 noo n1no. i- .. h1.4.• EEEosoNS "2n evGG T�F PARTITIOtrt L.L\IrJTt11t�1 E?CtT Yv/ T,JNNEL r=_r- IC1.0t5uFgke ( as 4) T+ -4F•.0 ?) ) t-.11 1`.1 \tiC'3 F /E\ •r V•!� TL NNF-.L L.) 4-4 T . 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FOR ALL REQUIRED INFORMATION OF OVERALL ,CONSTRUCTION REFER TO OTHER bRAWINGS AND SPECIFICATIONS.ACTUAL PHASING INCLUDING START DATES TO BE DETERMINED BY GENERAL CONTRACTOR COPYRIGHT ©193 THECALLKONPARTNIlleHie The Callison Partnership Architecture Programming Planning InteriorDesign 1423 3rd Avenue Suite 300 SeattleWashington 98101 The Callison Partnership Ltd., A Corporation NI CONSULTANTS 15111EINEMBeRMMEARIIIIIMI IS REVISIONS fintillilliMagniallnlinnatli No. Date Item Project Architect - - Drawn Checked Registration 111 SHEET TiTLE IRIMMISIMBINONAMINIIIMEE PHASING PLANS ARCHITECTURAL 86205 Projc-ct No. APR 2 1987 FEB. 17 19111 a SHEET NO. InfainallicalteMMEMIEMIN PH A1.1 INSTALL NEW FPN.-- FOR PERIMETER CMU 5e-rweeN 6RI25 H M ON 5, BETWEEN 5;5.7 ON M ---INSTALL NEW FOUNCATiori5 Fk.. YVE.,1" rNTY COLUts.11,15 •••••7- „..„/ DEMOLISH FLOORS AND POUR NEVV SHEAR WA, L E., T1/42, LINDE R5S OP SECOND FLOOR - • .,. • 1. • 1 FA' --1.13. • ! , • • . • • 4; • 4••••••••••-+-••• 1 r;c _ • ` 1 r • -4) - —0- a 1:- KANE tvii\;-EVNETI Cr.R W RK ONLY) <6' n 40 INSTALL NI-1W ,..*)ON P/NT I OW, rokz E\ P,AN.5,01.1 13ETWEEN CIRIP5 AEE:, 5413 (- - - -41 I1 Q L4 11 1 Mt 1 INSTALL NEW CMU WALL UP TO THIR9 FLOOR DEMOLISH FLOORS AND POUR NE'W ENTRY COLUMN POO-I-NOS FIRST FLOOR PLAN •1 MAY 15 THRU JUNE 30 1987 NOTE: DATES PROVIDED BY BAYLEY. CONSTRUCTION --0 \-----LOADINC.1 DOCK COMPLETED mAii5,1987 INSTALL NEW °.N.TRUCTURAL STEEL. [ TENSION 4HORPS e utoeizsoe OP ex157 FLOOR (NiC1HT WORK. ONLY) 3:0 L . 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FOR ALL REQUIRED INFORMATION OF OVERALL CONSTRUCTION REFER TO OTHER DRAWINGS AND SPECIFCATIONS.ACTUAL PHASING INCLUDING START DATES TO BE DETERMINED BY GENERAL CONTRACTOR. ; • OCCarataiiT10918 TFRISALUSO)MtieNtAbillaP The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623-4646 The Callison Partnership Ltd., A Corporation CONSULTANTS NBNIRINNIPENNMENNNI Coffman VFT Engineers 720 011ve Way, Suite 300 Seattle, Washinton. 98101-1866 (206) 623-0717 IN REVISIONS NNINalla INUNINONNNE1 No. Date Item APPROVALS IIIIIMERINHOMMEUEM=111669 Project Architect ETHER1NGTON Orawn FAHEY/F1RTH Checked Approved Registration SHEET TITLE 11111111111WLMMEMsgea PHASING PLANS STRUCTURAL 86205 Project No. APR 2 1987 FEB, 17 1987 Date N SHEET NO, IIIMMEMBEIPANIMIIMEMilil PHS ti NONSIONNERZONIMISIMEINIIMMEINENNINIM • REMOVE PRESSURE -- *TAT, GNCCk RE -I 4 RG.-Z C\Tv1PER C P AT10 . 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FOR ALL REQUIRED INFORMATION OF OVERALL CONSTRUCTION REFER TO OTHER DRAWINGS AND SPECIFICATIONS.ACTUAL PHASING INCLUDING START DATES TO BE DETERMINED BY GENERAL CONTRACTOR. r. :YF: A'MClnr.��•+5^ -. :;J;-r�3tYr.7 ✓xt?a N :�r�f]�,^<: s •c5 « ::ee. aa. ✓.'rxJrs.r• rw,7;n cOIRAP30111CONI3TFIValatiNiratfARIMIMAPP The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 981G1 (206) 623 -4646 The Callison Partnership Ltd., A Corporation N CONSULTANTS PSF INDUSTRIES, INC. P.O. Box 3747* SEATTLE, WA. 98124 (208) 822 -1262 1 REVISIONS No. Date Item APPROVALS CREIGHTON / MITCHELL Project Architect K. TAYLOR Drawn J. RAMSTEAD Checked Approved Registration 1 SHEET TITLE NINSWEIMmumegININ PHASING PLAN MECHANICAL 86205 Project No. APR 2 1987 Date N SHEET NO. MINNINMEINNININUNIMINI PHM1.1 INENEMONINNIMIENNIMININVINBINNONNS REVISE. ELEc., A� -- RF..r. v o r�R NUJ 1� 1 L..Lr 4F' JII Jy. FROJlt» - tp„Fr. AS • 1 1' I vIao TrZlr 1.. 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FOR ALL REQUIRED INFORMATION OF OVERALL CONSTRUCTION REFER TO OTHER DRAWINGS AND SPECIFICATIONS.ACTUAL PHASING INCLUDING START DATES TO BE DETERMINED BY GENERAL CONTRACTOR. COt I GHTea He MC CAws.,sON PARTIKERSY, 111111111111111111111 111111111111 111111111111111111111111IIIIIIIIIIIIIIIIII111111111111111111111 111IIIIIIIIIII11i1 6 7 8 9 1O 11 N60i "'".Ia 12 '2n L'.i..40;4 VA S.••••,...N.•••)? 4.4 ie•f2•',,A,gL.j •ii^I.:YG4:∎Zza.• The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation IS CONSULTANTS HARGIS ENGINEERS MECHANICAL / ELECTRICAL CONSULTANTS SEATTLE. WASHINGTON 20S•682.64S' 0 REVISIONS No. Date Item P! APPROVALS NIIIMIIIIMINSIDEMONMEND Project" Architect R.D. OLSON Drawn G.Vv. HARFST Checked Approved a Registration 0 SHEET TITLfr PHASING PLANS ELECTRICAL APR 2 1987 86205 FEB. 17, 1987 Project No. Date !t SHEET NO. 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The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation III CONSULTANTS HARGIS ENGINEERS MECHANICAL 1 ELECTRICAL CONSULTANTS SEATTLE, WASHINGTON 206.682.64522 ▪ REVISIONS INIMINSIXIMEMIZEINSIEWIMEN No. Date Item APPROVALS Project Architect B.PRESTON Drawn A.HARGIS Checked Approved Registration ▪ SHEET TITLE Mlinifimnakamaniginelli PHASING PLANS PLUMBING NOTE: DRAWINGS SHOW GENERAL CONCEPT OF PHASING BASED ON PRELIMINARY INFORMATION PROVIDED BY BAYLEY CONSTRUCTION. FOR ALL REQUIRED INFORMATION OF OVERALL • CONSTRUCTION REFER TO OTHER DRAWINGS AND SPECIFICATIONS.ACTUAL PHASING INCLUDING START DATES TO BE DETERMINED BY GENERAL CONTRACTOR. 1. S "•:'sµ • n conmerwitss TAlCSAttaMefinitiffienieltP 5 Y"4S � "Sx'K._ "�i'"!'�'��::!]7vYil -.;y •:l'?'1'd:�2'::ilN'�^r.F .'.ayri :rr APR 2 1987 86205 FEB. 17, 1987 Project No. Date IV SHEET NO. 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THIRD FLOOR UPPER LEV5L rMA!NTENAN E SUPPLIES A.5 C city OF TUk W,LA AP Pp ,Ln JUL 24 1987 h� hvicu P rtft NS,TRtr, At4N Ftl , COPYRIGHT ©198 THE (ALLISON PARTNERSHIP 'a.!•]s...,�,- r, n. i t9_ C' 'L'�C.:lX.:.;`.,,i!Ki4FKt7T'/'/ :::77e'!!.2'." ^�a"9t " {,M.C' " k:^. ��tR�. Y: AV, '-`,1 0fir?"'fi:'^>40:rstwomvfi.s.ntr.nNtIc The Callison Partnership Architecture Programming Planning Interior Design 1423 ?; Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation 1 CONSULTANTS REVISIONS 11111121 No. Date Item APPROVALS CRE1GHTC /M {TCH LL Project Architect Drawn Checked Approved Registration 88 SWEET TrTLE _THIRD • FL OR . LIMB LEVEL FLOOFFPL. 1. UPPER L� FIXTU ' PI /PR 2 1987! 86205 . F 7.x?., Project No. - . -. -..- "*" . ".- -.Date SHEET NO. *wit ANL SIND .00 OM>. 1r'44i • Zal tocf (r-lxivriLel) -cY cj 1— II 2-1-0 t (Exv-vT11,461) 0 0 t , 7.Co-1-41 ZAC1 t (aYs1(:/r11...kl) _ _ --> CF.) 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Date ▪ SHEET NO. nalainanammonsmin A4.05 • -4•+ hVegOtAa.."$,~e1P4,frek.giV0004944(100/Ca e'S,V"ntVYtcfjttlaWptfIW.trWatprkWAtyffiktkt,,,, a. 1 , y4. • 93% 4' LOPE T-1 LjI -4?) - F- $ L2. (r(r-3 -4; Lore 0/PT. 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Date ▪ SHEET NO. nalainanammonsmin A4.05 • -4•+ hVegOtAa.."$,~e1P4,frek.giV0004944(100/Ca e'S,V"ntVYtcfjttlaWptfIW.trWatprkWAtyffiktkt,,,, a. 1 1 ri i f f•. 6 I 11 'r`-re I , •-r c: �'r✓ Pfr iry X) • K. 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I STAIR •r 3 I Ij) REFERENCE SYMBOLS CENERAL ECCCRATE DIFFUSER 2X2 RETURN AIR GRILLE AS TV SECURITY ARM ELECTRICAL SPEAKER PACER PACING TALK BACK, HORN SPEAKER SURFACE MOUNTED SPEAKER Demi STEREO SPEAKER] moo 0 FLUORESCENT FIXTURE 0 IM= WALL MOUNTED FLUORESCENT FIXTURE EHERCENCY WALL MOUNTED FLUORESCENT FIXTURE FLUORESCENT STRIP INCANDESCENT DOVNLICHT INCANDESCENT i;ALL HASHER LICHT TRACK EXIT LICHT SPECIAL LICHT VAL.!. MOUNTED HECHAN!rat n 121 HYAC SUPPLY RETURN EXHAUST ACCESS PANEL '�' .,' CUB CfIIINC Ord^± - I--rra , AGT @ 11- v , SUSPENDED CEILING 1 •l 4:X1,(1:;(: t. i•. fib'- (.;r`-i'•:!\!!G/SIA IN _OADIi',IC DOCK it 0123 6 12 18 24 feet 'SCALE L 1/8"= � ►► 3 4- A d I r, • J fa 1 CITY OF TIJIMIIA pp''pr'l,:D JUL 2 4 1987 Av +1u,LJ PRELIMINARY NOT FOR CONSTRUCTION 'hik7 ?' -�'. ,...n . . ,:�M•A' .`:'LT`;t +/s:FrLrv.yY+�.4'.. , cyrf ^" i:. > -. ...... r.. COPYRI3HT 0'90 THE (ALLISON IY.RTNERSHIP %XU3:1097.4ii7 A.VC. MIC . 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AC- if!-- o if REFERENCE SYMBOLS CE)ERAL ECCCRATE DIFFUSER 2X2 RETURN AIR GRILLE AS TV SECURITY ABOVE ELECTRICAL SPEAKER PACER 0 PACINC TALK BACK pb HORN SPEAKER SURFACE MOUNTED SPEAKER 1:::41 STEREO SPEAKER Aclaus- FLUORESCENT FIXTURE 0 VALL MOUNTED FLUORESCENT FIXTURE EMERCENCT VALL MOUNTED FLUORESCU 1 FIXTURE FLUORESCENT STRIP IIGAKDESCENT CHURL !GILT INCANDESCENT Will WASHER LICHT TRACK EXIT LICHT SPECIAL LIGHT VALL MOUITLD calm tr.- 4 . 3�♦ 1M9'r:K7`I'r .a_.. eat MECHANICAL HYAC SUPPLT RETURN EKHAUST ACCESS PANEL '`P , CVB•CEILING SUSPENDED CEILING if 1111 11111111111 !I1It�1111!ll1l!111111111111II1 I I111l11111111111111111 !111111111111111 11111111 �aUFif`”. l--'O l ACT e °11 -c l'AFF 01 2 3 6 12 18 24 feet �\ SCALE 1 /8" = 1, --0" 111111!1111 111111111111111III111111111111111111l 1111111 11111111111111111111111111 • orist -1 -rc+ yTrzuc� \ stJsr• 2 ACT °; -d'AFF 12 CITY OA" ?t(A JL,L 2 4 1987 A � T� ��► Fast 1401 FON. Pkini ��N Pv COPYRIGHT ©198 THE CALI.ISON PARTNERSHIP The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Ca!lisor• Partnership Ltd., A Corporation 1 CONSULTANTS INENIONNININNNENNONNIMIN REVISIONS No. Date Item APPROVALS NINESIMINNINS Project Architect Drawn Checked Approved Registration IN SHEET TITLE NRISMINIONNAmegNINNINNIN SECOND FLOOR REFLEC CEILING ~APR 2 1982 86205 FEB. 17,E 1957 Date- Project No RI SHEET N©. A5.02 7ats > ^cr.rc *r,.% ,es &Itt. -Cri'X41117:017Mtv ,r ;,„ 5u 5r.. 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IIIIMIRMENWENIEMNINIIMIES A5.03 11 II t I II Lo ° I o o o 0 0 II 1 0 0 0 0 0 0 11 'll 1 o Ir 0 1 III 0 11 II �l 11 ° II II II o o 11 1 iI 1LJ 0 0 0 1� - o W � _ -` � it T —; K 1.0 0 �— 1 t ---- -4 4°3. ;J!.',' n r i -- ---1 �• °I Tr.)(i'i . • ,I FkE caLAr ' ?I - + • 03 r-OF. 2. ACT ( 1dL-d1I AFF & 1 N ; - u 8 9 SUSS r rP� (_ AG-f � C-" AFF s t-j TO '�1 LG"T • i z. ,; C,: . ^_' r'.l f ; 4 .Hil:].,i�' REFERENCE SYMBOLS GENERAL EGSCRATE DIFFUSER 2X2 RETURN AIR GRILLE AS TV SECURITT ABOVE ELECTRICAL SPEAKER PAGER PAGING TALK BACK HORN SPEAKER SURFACE MOUNTED SPEAKER STEREO SPEAKER L J FLUORESCENT FIXTURE NALL MOUNTED FLUORESCENT EMERGENCY WALL MOUNTED FLUORESCENT FIXTURE FLUORESCENT STRIP INCANDESCENT DOVNLICHT INCANDESCENT WALL VASHEa LIGHT TRACK EXIT LIGHT SPECIAL LIGHT VALL MOUNTED ==i FIXTURE L==. s• MECHANICAL HYAC SUPPLY ACCESS ?ANEL CUB•CEILIUG RETURN EXHAUST SUSPENDED CEILING MOW 11I11111111111111111111i11111111111111111 1111111111 111111111!111111111 Crs. 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Suit413OO Seattle Washington, 98101 (206); 623 -4646 _.L_� .r� ..- - ,8i 1�l r-- - - ---P L _J —1— SECTION: ; NORTH/SOUTH I/ u= icon ....... ........ ... .:....... w. . �, . .,001 ! r_+ -�- --r 1 r .1... I ...\\\ 1 1 L. —� r _ _--1 i 1'- I r_____ —__t L__ ___J 1 t- 1 I 1 L -._.J The Callisan PertnershipLtd. 14 CcnporaUa CONSULTANTS r ToP r,' aT la91_ e;r ;i it 51*, '^ 4�.L> J, TGrpP Fee e E: V, JPpi=r. LEVEL BUILDING SECTION: EAST /WEST I/0_ +- r- -'- L_t_ L-1 L r- L__ II I - - - + -- 1 a u , L . ' <TU � rx;1-10 ',, 1 1 Ci lY OF W19/1LA APPPn1►ID JUL 2 4 1987 atu BUIL FRFLI4I 02 FOFk.CQN COPYRIGHT($1198 THE (ALLISON PARTNERSHIP 0000•040,004000: r • —._ _.z';Ri.ghatli ..vr °100A34 0101,4:< .az' .. ro.c as 'A 42AVr. «:vKA a0,0Abatc.s. 1 r 101000111,00-0 000070r rrorr r0swaeAtfAGf.fr. =N'E AOS01«; 0, IIIIIIIiIiIIIIIII IIIIIIIIIIIII IIIIIIIIIII IIIIIIIIIIiIIIIIIIII11IIII'1' 2 ;1 - .. - /I 5_.. II III 1111111111 B._.. 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INSIMINEgangsmagesIMMINVII A6.07 i -Gw5 k 1l' -4" i LIGHT '0' , 1 ___ LIGHT Fkri.1RE TYP. --� ! F UR GYP' p�A5' ER O DOME- -i. -/ 1 c G'Ne Ca 12'- 2'I , .... -o G.../\55 Or GLASS VE. - FRC-1 1c c a +i r @F10. -Ct F -- FACE :Cr • -PMAF i- DitP. —. - FIG }-1I1161 T/O, PAR Mee• FI `IING.14/ .. /& PLA5. CI✓MENT.04J Vet GrfTssfifeATHING-7 .ir Gyp 5HEATHI►JC•a • 0 MeY 5TiJDa �4M5lq,9 FO, CAST 5TOFJ".• — 4. II fa iN 5/8" BUILDIt:G PAPER, CAST. 570[1 E, • 1' 7/& 68M- PLAe7)7E..K. cileK7 MET. LATH- I ?i..174?, i'APt K, '1/S.► C,'?'{�. MEr TLit MET !EC Le r` s .foUNT - . C &NT ? i(? (coNT.)- -r -rF' Imp CQNK2-,: 4 1O-- 19 Wcx:?Q VAN . PIVOT- A.L-UM WINDOW, DOW ' WRAPP D TREATED PLWD, 2 "x )/es) i /p'i' ANtx)I'ZED • . ALUMINUM C- — - ViM.Pc w JUfh1T w/ •AL,Awr a42 DER RP ,-- - -- GEM. �1..�•.�"CP�. 27'• -4m- -- o ` - -EYE o , HOOKS TYP 0 1 -t CN 7t r" r G 1 -61)- GFRc, I CoLUN1N: CiF • AHEAD 4 su 27. at' /" ISTORT' ekir-÷ O1ucr 'L p.,`F :t 1 •(-.L 1 ENTRY REFLECTED CEILING PLAN 1/41- i1 = 1 - O i1 iJoRT'H ehrl-Fz CEILiNT ('1.A) SIMILAR < ` ENTR'; WOK L1F.;E OF RADIUS. NOT FOR CONSTRUCTION 112CIXAR Tefr Gi A _ — 2'X 2"Xi eMO IZ AtMirauM C REMOVABLE Ft,L1 W/ - Al5MC. coy CARP" p14'A" PLYWG : FL OR --� - PICK vetVeR YONC) 5,4jeh "Jt'iN T X11 VcAi,AI4 r A1Jp 1CKER u-- '1'151 SUPPORT 5Y MFR, - (tor JCI`IJT 21M.PT: CaRour SGLIip pApER oW va • GYf? 5HEATHItJCa YV� .I!E 4U HQSIiaG W. --rte Nei r VENeE.I , Atfc. v ,t *HeATHRIci.: M .. i.117 'GPO IM. ot: R& ca.m e, iezveAL ME? STU FRAMIN1 a 1 CA6TsraNff EL, 39- -011 LI./ 39L-d OF WINDOW L- lo.MN. i ...�. AT ENTR. SILL JAfri GW3: sag, 57 t UOTIJIRA . DISPLAY WINDOW DETAILS 1 j1 rar-1s~ERpA e.ate I . IVexevz AMOGILW Ii SN .!, Cv" 1. ALUM, C w/e A1. UT4 VACKOR ado EA, Slim ' DH. I R GL AM. C,1 eJJTRY OVERHEAD ROLLING DOOR 1 1A"= I'-,n. 3! Cali RADIU.5(6Si CLG.PLAN ENTRY VE11BUL _ DETAIL: VARIES= 90" •Njisi, } N/v iQ11 (:, 141114 2M ,tTR y1 ~.J Y2" TeMFEREP GLAEe 111 Wz' x EYeAmowto ALUM, C `1W/ iAN'T $ CyACKEt Rcx7 A• PRIP o—Yel e IJor rd tgY 1 , f b.Gfrgc 22yz. A. sT't iTl OF GLASS e 04TRY vYyfb7ar� <: 1111 11111111 111f1 T I'I''''I'!'1''I'I'I !11il'1'�'I1 11!II'I'1' 0 14 111'.1 •" ,. 2 111111111111) If II11111I1111111�1111111I1111111I111111111111111�lII lII 1 I1iil�111 111'1'Illlilll1111 II� II II 1111,111 5_ 6 7 8 9 1n 11 ocnnlc.lr.. +" 12 COPYAI 'Ht %981 C•ItISON R`\tt'iNFI`F�, iliP The Caflison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd , A Corporation O CONSULTANTS IMMINIMMIMMOMMMIMIMEMMIMI ® REVISIONS sumessawastamessaigmens No. Date Item /s\ 3.11.87 ACDEk Ui+1 413 ® APPROVALS CREIGHTON L MITCHELL Project Architect Drawn Checked Approved DMANCE PRINT T FOR CONSTRUCTION PURPOSES . Registration IN SHEET TErLE MISIBMiliammeenklecill ENTRY- SECTION REFLECTED CEILING ENTRY DETAILS APR 2 1987 86205 MAR. 11,1987 Project No Oate Mil SHEET "O. INSIMINEgangsmagesIMMINVII A6.07 1 w/ Var•lee12. 421.11.1■11110 (15 TERRACE 2 AP.. 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W 6g-1614 VI,Jeevz. lERRACE IV1 .1 ALTERATIONS The Caflison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623-4646 The Callison Partnership Ltd., A Corporation CONSULTANTS MIXIIIIIISEEMEGICREOMMIM • REVISIONS MININOMMINEINIMEIMMEMENNNI No. Date Item E. L.. -4- 41-671 C.ONG. WPW w/ E3giCi< ve,weee- SECTION THROUGH STAIR 02 1/4": 1'70u ./:MU eiZ4C;K. VEL1P,SR.. k.3 c..oNIST - TAILOR SHOP I 1-2.a I - 4 2-6.r30 4442 2.1-qh 11P. 1Mn- if&Nit!' W/ e›RiCie-• '\/41•1-re-- / 14%1 01/2." )THIRD FLOOR UPPER LEVEL PLAN- STAIR 02 1/4": 1;-0° 11111111 111i111111111111111Y1111111111111111111111IIITHIWV11111,11111111111111111111111111i11111111111111111111111111111111,11111111111111111111;11111111111{111111p1111111111111111111 10 11 12 11. ht.!. nt. 1 STOCK ([1_ WY OF TUNICA it0PPnitro JUL 24 1987 no 31JILDINC; DiVIStOrl PRELIMINARY NOT FOR CONSTRUCTION COPYRIGHT (0198 THE CAI,LiSON PARTNERSHIP ' • rr; r fir. Mi APPROVALS INIMNISIMONNUMENISMANE CREIGHTON/MITCHELL Project Architect C.. kJ 'Lice Drawn Checked --- Approved Registration • SHEET TITLE ENORNIENENSEMISIMMIBMP STAIR PLANS & SECTIONS • APR 2 .1987 86205 FEB.17, 1987' Project No. Date X SHEET NO. 1611111111111109NNSIS A8.01 IPMINICSIIIMXIIIMIXIMINVIGIXIMMEDXSOMOSI •.•:• ••• v • _y tuD VaNIITTP:Ft!ttl‘ 1141 stg; otege R 1F$ ANDRAII, ) r . r ?. 04* RP" 44 ." TIIE4TEO:,V00,2 • -"-.111.011910" • • • TYP PIPE HANDRAIL VAR Ei �• 1/4 0 /1 "1 • 1 10 44- a TI0‘ 14, GA, 31-(te. 1,1 TYP. TREAD AND RISER 1 1/44 II'S .11'01 PIPE (3- & POSTS. Au. d' . :i= VEt0EQ C011ST. CRISP/ - $1100111 , .44e.,14!I thiTegme.421.- VERTICii 15"0! * , E 5 x 64/ CO3T. • . r VEI.0 TO Eti0E00E0 3 114 I.4;v (,‘ofili ENEIED C0110 AROUND STAIR IIPE111111%.'n ; , • . E : • ,33; • 1/44 IPS R&11,10.05 & POST ' • 'AIE4E13, 0011SL, & GRUM ' ••TYP.'. k4401/01XP iik66. 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(Orr 4-5 MESSING ROOMS cad SECTION THROUGH STAIR #3 DISPL Y WORKSHOP 5'9741 GONG V2-4 OK- var51-e.12-, r -r L. 2f..),S01 STAIR MAINT r. ,..rric75 4 INSLIL- • 0 OP 1-40ts-F-r •ea...OW PFE NOT OR IMINARY CONSTRUCTION 11-1IRD FLOOR UPPER LEVEL PLAN— STAIR #3 1/4°: CITY OF TUKK01111 APppnvt'D JUL 24 1987 COPYRUP-IT© 198 THE CALUSON PARTNERSHIP • ;% , -41#14.. • The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623-4646 The Callison Partnership Ltd., A Corporation E CONSULTANTS 1111111/1111111111111111111111011 MI REVISIONS 11111/3111121111111111111111 No. Date Item II APPROVALS 11111ECNSIBMIgnaussommm CREIGHTON/MITCHELL Project Architect /C5 Drawn Checked Approved Registration 1 SHEET TITLE 11/11MEMSNISMangism STAIR PLANS„ & SECTIONS APR 2 86205 FEB. 1, 18187 7 Project No Date gl SHEET NO. MingfaassnaliMmefiWIN A8.02 1111111111111111113101111111111MEMEMANNEIMEMEE ar iftimok HR, RATEE� WAU- 001•157. F� O OFFICE SUPPLIES 0355 P.O.S. /TELEPHONE Ion e..L. V CIE/ -2 1 -11 e2 rL.tk -K. L. (p1.0' �- L.A•(ER5 G/6" -r PE " X cm a, t11,1 OE; ►ZSI O I GP LANOINJC� 2HR.RArrl. WAR. CONST. DRESSING ROOMS ctJEW FL- . 23� D FL. L7I Te 12J-10" i%Xt TIt 4 FL oohs 8Ms . S1 OCK UPPER LEVEL STOCK L41 1 - - - -- 2 la,h:(EfZS %I' -`ire "XI' Gtti1t3 Col.rr. U•oclz t cve gral IZ PLC2 . EL., Z8. The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation 0 CONSULTANTS to REVISIONS No. Date Itern (TED SECTION THROUGH STAIR #4 1/4": 1 r - -0" N 12 `fC�'II'I= 12. 4 EY 'TAN& tWtt oN Ha' \A/ r:t)IroN OFFICE SUPPLIES I 51 P.O. NE /% 1S 0 E)' 611 N46 EX RIOT W,su. ---I THIRD FLOOR PLAN— STAIR +4 1/4n: 1 r-0" WOMEN 2`IA 2.14:.F-A:Mp II (-I2 is-re lid- 131 -91 C� LADIES LOUNGE 24o GoNS`t- STOCK RECEIVING /STAGING Li3b�F-14.1j 4'4? FUz, 1 sr F{ UZ... NP. 15 •_ 8.0 .FREIGH -IT LEV DRESSIN ROOMS CITY of TUKWILA Pfll+rj) JUL 2 41987 Pig•. -r Nt.csnr Et-, Z. , 5v' STAIR - #4 'IM J n„ ■■1,.0 LJILOiNG ISIV!S!03 i'111i:i3 !MI 14-7 (a 11" i2.1-lo" ro- 5 ,u EXISTINC� EXTes4o(2.. Wau- FIRST & SECOND FLOOR PLAN -- STAIR #4 1/4": V-0" 11;II III! ijIN!! H111; 1111 I1; I11; II1I! 111I11j !,ili 11111111 I;Ili111111 I; IIlj111jIIIIII lit llIItII IIIIIIIIIII 11111111111111$!$ I111111II;II1; 111 ;II1I111;III;ill;lllj111jI1lI!1 0 ) 2 4 5 6 7 8 9 1O 11 12 -- 611 GMU w/ 42iGK- VENEER .XITING ILQING New ADf71Tiot1 P,RELIMINARY NOT FOR CONSTRUCTION A8.03. APPROVALS CRF_iGHTON /MITCHELL Project Architect c k\J 1 4uc5 Drawn Checked Approved bA. Registration 0 SHEET TITLE fitaMemenneasmilliNt STAIR PLANS It SECTION APR 2 1987 86 205 FF 3.1701987 Project No. . Date IN SHEET NO. MillailligliMMENUENNIMME COPYRIGHT@ 198 THE CALLISON I STNERSHIP GId.L.V. Me;I: a, 1tJCC OVESF- r e-&r 7 2x c.401- T0 4t-Q r•-rnGk- rIX71. I- Gaye. 3/j oer, i:'LmSIp CAW" oveit T 7F actr C" ` 04C.K. sod: etint PASS". L a. PENTHOUSE ATRAPT FREIGHT ELEV. SILL AT SHOE STOCK FIXTURE I;.,' = r ^S ELEVATOR PIT LADDER Ividk.:41,.GLAVVi BOND. HUH ,CSEE STRilCT. )• BRONZE DOH •BY ELEV., t iJRTRACTOR 9RD WE READ 4 4,00 HEAD . BY ELEV. CONTD. . OVIN °DIE THR . HO D RY LEY OUR, r fcD�3E HABDRAIL: •11TL.4. -, HE/ fLut §ii 4 SILL, 8EE'bTR(1C1:. stili2E' CRARREL ..'r 150.6.1.11 i3AEIAL BBNC .BEM i$CE STiRRCT4 HANDRAIL ELEVATION HEAD JAMB & SILL- PASS. I't ELEVATOR 0E0' 1'1 Y1(00 #.: CRQD'i. CH.Ati1 J w' 1E11D a 158 ` 0 RTRUC'i, S f ~t; ntax, .0.DAQP)IS's,i ;�SWDE '0'101007a 401014' 1</ ilr • 00M1 HEAD JAMB & SILLS. FREIGHT ELEVATOR FUFLOOt G UM l`/+4�J E.L 411 ASSENGER ELEVATION- PASS" ELEV. ,�.i .: /N.Itr...pi••.... . 3/1n 4'04 •a.. o-.: • 11111 1 1 1 1 1 1 11111111I11111 1111 1 1111II1111111111111111111111111111111111 14 111'. I.,t •. 1 2 �; 4 it:;'ratkapr k/i.:. 11111 (Ill Illllll�lllllllllllllll�IlliI�I�III I�I�III1111111IIII! 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The Callison Partnership Architecture Programming Planning interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation 99 CONSULTANTS ® REVISIONS ISMIIIMMIREMMINNIMMIS No. Date Item A\ 7-1. 6/ ot2eiswgr-1 1 /4.111/ A r2t2Er.1 r 'u M 2 !? \ , ,11, Z ELE.vATOr- P V J LiC+ M APPROVALS IIMENNIMBISOMISMOMMII CREK3NTON /Mr rGH LL Project Architect kil KIkJ Drawn Checked Approved Registration SHEET TITLE USEINGINSINIMMINIMEN ELEVATOR F1ANS SECTIONS & DERAILS 36205 APR 2 I987 Project -Nor Date IN SHEET NO. FAIIMENINMEIMINNEMBIES A8.04 ?it. :. ..� r ;a • •. .r rr-�•� :raxp• »: .; °;tt{:1r.OZPC,Mltu•r:.w.. ,..,......... }.44 L1L I V,,1">, ..I:G. rare.r ate. +� °wYp rH4, C)N Co II MF j'4,'tUVe--i H IL k.{ GMAT ACW ray.r-r .0 MAX. -112g6,-T 27 -7/e) Mei; 4-1-1 OVERHANG 777 WINDOW JAMB L_ IiI K�.\/ AL = =�i7 - Et --ear — - -- _ -- - .a..: C 1 u. <p' 7C7 2`° FL.., 1�1.p1 - - -l•11111111111r 1111111111•1•1 =Imo= -- • THIRD FLOOR ESCALATOR PLAN 1/4": 1'--0" 1 CLERESTORY REFLECTED CELINC PLAN 1/4”: 1 I(;� -c II 1/44.: 1' -O" r -,....,\ i \ ` \\ „ \ 1--.,� %1 L' - \, \•�� I'. / ------- 21 / _ V A U L 1 E p A A - / i/ / 1 / ,T CLERESTORY REFLECTED CELINC PLAN 1/4”: 1 I(;� -c II 1/44.: 1' -O" r V- C.ALAToiz. P11' CAPE -F,AD LL I.JitiCx�,► o) J, CLERESTORY PLAN s 1' -0" 'left APR& • IIIIIIIIIIIII IIIIIIHIPHIIIr1 11111111III1II1IIII1 1 111111I1III1 IIIIIIIIIIIIIIIIIIIIIIItIIIIII IjIJIil I'IlIIIIIlIIIiIiI I IIIIIIIIIIII ill, IIIIII FIRST FLOOR ESCALATOR PLAN 1/4": PRELIMINARY NOT FOR CONSTRUCTION • .........a. wl: 1......^.... ...V -.wF �..� CITY OF TIJKWILA Appr n "rD JUL. 2 4 198+ tw N.UICU E)IVISIO'; COPYRIGHT CI 198 THE CALL ,S011 PARTNERSHIP The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Callison Partnership Ltd., A Corporation ® CONSULTANTS ® REVISIONS No. Date Item - - -�— _ - -- - /5\ 3.1 i-87 '7To Je- APPROVALS ' CREOCHTOW /M ;TCH_.L Project Architect . k;ILK1 Drawn Checked Approved Registration SHEET TITLE ONNINNINEINWINIANNINNI ESCALATOR PLANS APR 1987 86205 M. 11,1981 Project No. Date 81 SHEET NO. A - «N P,404.^4,4130%14140A,: -,....,\ i \ ` \\ „ \ 1--.,� %1 L' - \, \•�� I'. 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K. 1,16.--f TT --1 -71 4- -- L L VAULT r -Tor op F'AKAMT 'pot- e)" -791 - ,6C-7. V 'E-Eic z q -Acr:fuc clU/S.r.C.) ¶ r„e,p • "TH r-LCZ,.. imr.t2 rLoor- • ••,/efro APKi< F-eY: -rart-r2.12 CoLLX--/II,Je-/ 1-,e-iecc7Q7 FLc--)r. E.L, z+c,'-ep't e-fr<214 4 1—fr. ALL - 44,11 Mcc-pe., - eitC01,—.112 rLoor_ e;.11 41.V.A.11:10/400,21' "A' @) SECTION THROUGH ESCALATORS & CLERESTORY 1/4: -0° • ••••••■••••••!.... FOLIK.117 re-212-1 C.C) LA .3 t•-11.1e--, 7117 r-r..F1 -Tir ALL coL, ••••••■■••••••■•■=11•■••1•••=anwps.•■••••••••••■••••••1 tk......rP.rrtkq:MRIIWII•44.ftIMOIRPSPOIM.74•NCNI.NIUTI• ti.m K c .1° !L.. c)K,1 cor Ok.1 1-‘10E-TAP:, 04.P LA-171 , tor 217J ga,11 _ SECTION THROUGH ESCALATORS & CLERESTORY i/4": iO reyoQtr: '04 .1s/qt.. :64,4avi ars! PLA.Tp • ty,0 Are:).1.7r:4tt • 'a _ !A.LICtLe:- •cr.it:14;c7:14.141:1:;:ct444-7"::2:17:1:764L°: tiettoFIDbcci, .1,1,,,wm:r2..,47),,...) 77 ForIciwq 04,4ma 4-- NTER 14.11: 1,144.1cr-›. 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Drawn Checked Approved Registration Ef SHEE1 Tn-LE manemememsomasoim ESCALATOR & CLERESTORY SECTIONS $6205 , Project No. Date • SHEET NO. NIMMOESIMMINOMMINNISISSON IMMINIMINIMAINEINEMINUENNINISEMIsimw 1 TT --1 -71 4- -- L L VAULT r -Tor op F'AKAMT 'pot- e)" -791 - ,6C-7. V 'E-Eic z q -Acr:fuc clU/S.r.C.) ¶ r„e,p • "TH r-LCZ,.. imr.t2 rLoor- • ••,/efro APKi< F-eY: -rart-r2.12 CoLLX--/II,Je-/ 1-,e-iecc7Q7 FLc--)r. E.L, z+c,'-ep't e-fr<214 4 1—fr. ALL - 44,11 Mcc-pe., - eitC01,—.112 rLoor_ e;.11 41.V.A.11:10/400,21' "A' @) SECTION THROUGH ESCALATORS & CLERESTORY 1/4: -0° • ••••••■••••••!.... FOLIK.117 re-212-1 C.C) LA .3 t•-11.1e--, 7117 r-r..F1 -Tir ALL coL, ••••••■■••••••■•■=11•■••1•••=anwps.•■••••••••••■••••••1 tk......rP.rrtkq:MRIIWII•44.ftIMOIRPSPOIM.74•NCNI.NIUTI• ti.m K c .1° !L.. c)K,1 cor Ok.1 1-‘10E-TAP:, 04.P LA-171 , tor 217J ga,11 _ SECTION THROUGH ESCALATORS & CLERESTORY i/4": iO reyoQtr: '04 .1s/qt.. :64,4avi ars! 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P(*. ri-calt,'CCA.Je-fr, ' .t , t8 ' c . c • ' -41 C3UARDRAIL A PLANTER "HALF • ;- • - , IPI90010wool..1.001.1110•11. 410.1•1•■■1•1.1•114.1■••••■•••■■••■•* 11111111111111111111111r1IMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi111111111 III 1111111 1111111111111 1111111111111111111111111,11111111111111111111111111111111111111,1111111111111111111i.,IiLl.1,1,111 2 0 1""""r- I 2 4 5 6 7 8 9 10 1 1 Tf tha ornf 1 tna,i Annnmant 4A 1 ann '1 par than thin "2 imlnykraztaccs.■~1. clietacisrpOirvi"txvir.raria• 'RELIMINARY NOT FOR CONSTRUCTION COPYRIGHT 198 THE CALUSON PARTNCRSHIP CITY OF TUKWILA APPRWIFD JUL 24198/ BUILDING DIVISIO 1 The Callison Partnership Architectuiv Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623-4646 The Callison Partnership Ltd., A Corporation V CONSULTANTS 1 REVISIONS 1118911111161MMIMOSSISMOSIEV No. Date Item £ 3,11,87 rt„.A.Lii-e.r. M APPROVALS OMMINEIVROMMIMEONfiggum CREIGHTON/MITCHELL Project Architect kJILK.Ikle? Drawn Checked Approved Registration Ef SHEE1 Tn-LE manemememsomasoim ESCALATOR & CLERESTORY SECTIONS $6205 , Project No. Date • SHEET NO. NIMMOESIMMINOMMINNISISSON IMMINIMINIMAINEINEMINUENNINISEMIsimw 3' -11%a" 1731 -1" 7 BAYS 0 24'-0" = 168'-0" G F V-11/2" REMOVE EXIST. CONC. WALL CAUTION: SEE NOTES ON SHT. S1.1 • REMOVE EXISTING SIDEWALK • 4 ,=f -.'.= ' ' [ """-'- -•- . -.� .-��� -. -ra-� -r 7- +-�-r> i r- a- t- s- s -r-r -� -r-r -s rr� r - r 1 •' •= ' �� .-.: f - ,L� f e ,r :.: .'7'-.`� •+ f s' f ' -i 'H'-s� { -a'-s� f f f .<a' -% f ay.� -,/ f f -o'f'f f •'-f f-a' -' �' + - -�� �: , = ±' 1 _ _ 1•' FF -r%t - '- Y= •"'1'i'tr��' -,•' ,'!'!''r`,'r'/ ;}'.��' =, 1''/, ,''�'�`= .`�=1`'r`�';�'i' '.= a`=,•`.r'f')a' /'', ,'= '''�' /'// s'/, �''�` f' -''s'/ s' L 1 SI M, REMOVE EXIST. CMU WALL CAUTION: SEE NOTES ON SHT. S1.1 I I 1 EXIST. WALL -7" T EXIST. -- 1 EXPANSI ON JOINT REMOVE EXIST. ENTRY ARCH & WALL PANELS REMOVE EXIST. CONC. WALL CAUTION: SEE NOTES ON SHT. S1.1 REMOVE EXISTING CONCRETE COLUMN --= CAUT101` - NEW STEEL COLUMN 0 "H -5" MUST BE IN PLACE PRIOR TO REMOVING EXISTING CONCRETE COLUMN SIM. 4' -0" REMOVE EXIST. THICK FLOOR SLAB REMOVE EXl ST. CONC. COLUMN REMOVE EXIST. ENTRY 1 ARCH & WALL PANELS REMOVE EXIST. CONC. WALL ----- REMOVE EXIST. _. CONC. WALL CAUTION: SEE NOTES ON SHT. S1.1 REMOVE EXISTING SIDEWALK 28' -6" L 11-0"i REMOVE FLOOR SLAB SAWCUT & REMOVE (TYP.) REMOVE EXIST. 5" THICK FLOOR SLAB - EXCAVATE FOR NEW WALL FOOTING 0 j r - REMOVE SLAB - EXCAVATE FOR ESCALATOR PITS 1— I I 1- - -1_ -_1 1 L REMOVE EXIST. 5" THICK FLOOR SLAB - EXCAVATE FOR NEW WALL FOOTING REMOVE CONCRETE COL'IMN CAUTION - NEW STEEL COLUMN `- MUST BE IN PLACE PRIOR TO REMOVING EXISTING CONCRETE COLUMN d r EXIST. W12 CO[. . (TYP.) REMOVE SLAB - EXCAVATE FOR ELEVATOR SHAFT 5-0" 141 -0" - -1 � � I U.1 I L__ -L_. MALL NORDSTROM 3' -11 %Z' EXIST. 18n SO. -- COL. BEYOND EXIST. ---- -- W12 COL. EXIST. 2' -2 " WIDE PLINTH 3' -7" 2' -7" AS REO'D. NEW SHEAR WALL AS REO'D. F k1ST. W..._L EXIS T. WALL (0 SIM.) (EXIST. 5" SLAB 28' -6 ",� r , 9n 2' -7" - EXIST. FTG. PROFILE OF NEW --- SHEAR WALL & FOOTING 48" 81 AS �-.: ASS REO'D. REO'D. - EXCAVATI ON NOTE: * APPROXIMATE DIMENSIONS - VERIFY IN FIELD. NEW SHEAR WALL FOOTING BOTTOM ELEVATION WILL MATCH BOTTOM OF EXISTING FOOTINGS. SECTION /-A 1/211 e 11 -011 EXIST. 8" CONC. WALL - REMOVE GRID "5" ONLY AFTER NEW WALL IS IN PLACE SEE 33.2 EXIST. SLAB FIN. SLAB___r� 24' -6" APPROX. 8" - -r OF GRAVEL I GRID SD21) B.O. GRADE BM. 26-4 FIN SLAM 461 -8" REMOVE EXIST. -) SIDEWALK REMOVE EXIST. SECTION [C /�, 1• \r I\ I I\ \rte '- 11 _ 1, -0.1 2 ' F EXIST. PAN JOIST'' TO REMAIN - SEE SD2.2 0 <V MALL ,, NORDSTROM -- S-111/2" EXIST. EXIST. 18" .. S 0. CONC. COL. EXIST. --- W12 COL. EXIST. 2' -2" ----- WIDE PLINTH 944 • -i-+ - _ 1-•- 4- NEW SHEAR WALL EXIST. 5" SLAT AS REO'D.., AS REO'D. r° • or x ' all 4 AS AS REO'D. REO'D. EXIST, FTG. PROFILE OF NEW - -----" SHEAR WALL & FOOTING EXCAVATION NOTE: * APPROXIMATE DIMENSIONS - VERIFY IN FIELD. NEW SHEAR WALL FOOTING BOTTOM ELEVATION WILL MATCH BOTTOM OF EXISTING FOOTINGS. EXIST. 8" CMU WALL - REMOVE- GRID "5" ONLY AFTER NEW WALL IS IN PLACE SEE S3.2 EXIST. SLAB SECTION X" _ 11.011 2 GRID REMOVE EXIST. SIDEWALK REMOVE EXIST. PLANTER Eat(, SLABL 241 -611 APPROX. 8 "-- -----1*".. OF GRAVEL B.O. FTG. 24' -0" EXIST. 16" SO. COL. TO REMAIN 0 0 EXIST. CONC. BM. (TO REMAIN) SEE 53.2 EXIST. CONC. ARCH TO BE REMOVED EXIST. C.I.P. WALL PANELS - TO BE REMOVED, SEE PLAN ..--� r G, `ti— REMOVE EXIST. 5" THICK l'' ''' I FLOOR SLAB - SEE PLAN ! I I';';/ I NOTE: TOP 2" SMOOTHCUT 1 I f',',' I 1 _____1 I ,'ir- 10" ._.--- •�.`�''"� -' 11 1 REMOVE TOP 10 - r` �'f I I 1 OF EXIST. CONC. WALL 1 1 I I-- 12 - GRID REMOVE EXIST. °- CONC. WALL CAUTION: SEE NOTES _ ON SHT. 51.1 Iol I o r_ -l___1 I 1 I I REMOVE EXIST. FLOOR SLAB r r -- - -, 1 I L_ NOTE: FOR STRUCTURAL NOTES AND DEMOLITION NOTES, SEE SHEET 51.1. r- --1- - -1 I I I 1 t I J r— I r -- 0 2 4 6 12. 24 FEET SCALE 1/8"=1`-a" WET eilth IiIl�lllllIl�IIIJiIl! IjII1 11�111II1ij111Illl�lllllll�tlill�i�ilIi tihll Ill�illlllli{ lllllllilllllllllllllllllll111IIlIlIlI�111li�liljII111�I�I�111I1; 1lI�lIllllillll !ilillfi!I�iIi�IIIj111I111� ' C, F\ '7 R C) 1() 11 wetu,.eP.a. 12 PN 1 REMOVE CONC. COL. 8' -10%2" o�- B.O. 24'_0,1 NEW STEEL COL. MUST BE IN PLACE PRIOR TO\ REMOVING CONC. COL. \ (GR.ID SEE S2.1 24' -O" Ar - ^11.8 %n 2'.3V2" , , 9" —1 -- REMOVE EXIST. CONC. ARCH BEYOND EXIST. 18" SO. COL. TO REMAIN 0 GRID "J" EXIST. FTG. 0 GRID "J" SEE PLAN SECTION 11 = 11_011 2 502.1 REMOVE EXIST. FLOOR & JOISTS 0 SIM. ONLY r 6J 61 -8n SECTION x "_1._0.1 2 24' -O" REMOVE EXIST. FLOOR & BEAM NOTE: NEW STEEL BEAM 0 GRID "6" MUST BE IN PLACE PRIOR 1 TO REMOVAL r I _ SAWCUT LINE NOTE: TOP 2" SMOOTHCUT 1w 2' -0" 1 • --,.-� -., -� -r -. 1 PLAN -17;k1-77-71./,'",,I,/,/,•?:;22";/,'::////1 i 1 REMOVE EXIST. 5" THICK FLOOR SLAB 28'_6" 21 -3i/2n 1 f=s71, 171 1 m 10 /211 8'-10/21* REMOVE EXIST. SIDEWALK n 1 -1 A f 2'.O" �a PLAN REMOVE CONC. COL. 1-^ T'. REMOVE EXIST. REMOVE EXIST. - 5" THICK SIDEWALK FLOOR SLA3 SECTION t/4„ _ 1._0" OF TUKV •Pn1+ JUL 2 4 1987 R.) IIVICU 28'- 6" COPYRJGH ?® 198 THE CALLISON PARTNERSHIP The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 30C Seattle, Washington 98101 (206) 623 -4646 A Professional Service Corporation ® CONSULTANTS Coffman VFT Engineers 720 olive Way, Suite 300 Seattle, Washington. 98101 -1868 (208) 823 -0717 ® REVISIONS MailiniENEEMMIUMOVENSIE El APPROVALS ERWRIMESSEMINEEENIffill MITCHELL /CREIGHTON Project Architect CAILAO Drawn FAHEY /FIRTH Checked Approved t, ti • Registration STRUCTURAL DEMOLITION FIRST FLOOR PLAN 86205 APR 2 1987 Project No. IN SHEET NO. 1116WilltiannweINOWINERN SD2.1 NIVIIIINIMIMPISMICIEMMEMINMOMMI K -r- CONC WALL BELOW TO BE REMOVED .-- -STAIR NO. 3 • 6" CMU SHAFT UP TO BE REMOVED 169' -1%2 7 BAYS 24'-0" : 168' -0" 11 -411 (FIELD VERIFY) REMOVE EXIST. CONC. COL. BELOW F 11-1'/2' SI M. REMOVE EXIST. STEEL STAIR REMOVE EXISTING CONCRETE '— COLUMNS BELOW. CAUTION - NEW STEEL COLUMN "H /5" MUST BE IN PLACE PRIOR TO REMOVING CONC. COL. • 1 REMOVE EXIST. CONC. WALL BELOW EXIST. CONC. WALL TO BE REMOVED - SEE STRUCTURAL DEMOLITION NOTES ON SHT. 51.1 I t___.. - --) i- 1: -_ __.. _ 1 `-` 26x30 (EC) L✓ 26x30 (EC) a r, 0 CZ LLJ v UJ 0 N 26x30 (EC) -- L n I - nl In CAUTION: NEW STEEL BEAMS MUST -T BE IN PLACE PRIOR TO REMOVING ANY STRUCTURE IN THIS AREA 8x18 CONC. COL. (REMOV i 1' -0" I l IL- - - ul L_ -._ L_ '1 __-.. -1�= 1 �C= -- �C- L-- - 11 C = — =C T L_ _ _ J L-- --- - -- --� r-- -- - ---- nu-..- REMOVE EXIST. FLOOR - CONC. BMS., JOISTS & SLAB -- Vii---- -� 26 x 30 (EC) 0 L*J r . :J `1. x18 CONC. :1: COL. (REMOVE) °' ' B 1 .. F( 1 n- 1 1 V; 1,.1.724 N - -0 - M • ' LA.., \ N " I o I� ; 118 x 26/351 I (EC)) ' l Il \co��.- -. ;i 8 x 20 r--- -alt --- - -� Lam- j 1I ir Jr 1 -_ -- - - _I� — 7C- -_- 1 8 BAYS @ 24' -0' REMOVE EXIST. FLOOR (CONC. BMS., JOISTS, & SLAB) FOR ESCALATOR REMOVE EXIST. FLOOR FOR ELEVATOR — ----� (NOTE: NEW CMU SHAFT TO UNDERSIDE JOISTS & SLAB SHALL BE IN PLACE PRIOR TO REMOVING` FLOOR - SEE 52.4) Hill 1 lJ_ -n 1111111 u u REMOVE EXISTING CONCRETE COLUMNS BELOW. CAUTION - NEW STEEL COLUMNS a GRIDS "E /10" & "E /11" MUST BE IN PLACE PRIOR TO REMOVING CONCRETE COLUMNS J L_J u IhLp II' rg REMOVE EXIST. CMU SHAFTS REMOVE EXIST. FLOOR - CAUTION NEW BEAMS MUST BE IN PLACE -SEE S2.4 REMOVE EXIST. FLOOR SYSTEM & STEEL STAIR EXIST. CONC. WALL TO BE REMOVED - SEE STRUCTURAL DEMOLITION NOTES ON SHT. S1.1 NOTE: FOR STRUCTURAL NOTES AND DEMOLITION NOTES, SEE SHEET S1.1. LEGEND tb ■ ■s ■• ® ■ ■••••• EXIST. CMU WALL TO BE REMOVED. 0 2 4 6 12 24 FEET SCALE 1 /81:1 1.O ii 111iilliIIIi11111111I1111111111111l111HII1111iIllill111IIIIIII1t 111H11 lllllllllllllliiijiliiil`llII1111111IIi1111111111111111 ![Illl!Illlll�!11II1' 1111111111111111111111 11111111111111111IIIIII •. 0 '6,R Pl' n 1 2 i '1 • 5 l� 7 `i 9 1l / 11 '"'" °n,1Y°u•' 12 T.O.C. SEE PLAN If the microfilmed document is .less clear than this T.O.C. SEE PLAN 8 x 26/35 (EC) 8 x 20 (EC) 11 4' -9/21 GRID 7%2" 8 x 20 (EC) (BEYOND) CONC. BM. BEYOND SEE PLAN 16" SO. COL. 8 x 24/34 (EC) TO MALL LEVEL 8 x20 (EC) (BEYOND) CV ...a.�;2�llk"f�•7 18 x 17%2/47% (EC) SECTION 51_8V'1 8 x 24/34 (EC) 811 8x20 (EC) - 26x30 (EC) - -16" S0. COL. t 6" CONC. WALL 8x18 CONC. POST 18x17%2/47%2 (EC) n 8 x 26/35 (EC) (BEYOND) CITY OF TIJKWI(L'�A JUL 2 4 1887 no 1ttlaU COPYRIGHT* 190 Tit CALLISON PARTNERSHIP The Calliaon Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 A Processional Service Corporation N CONSULTANTS IIMININEMENIIMUNOW Coffman VFT Engineers 720 Olive Way, Suite 800 Seattle, Washington. 98101 -1856 (208) 628 -0717 REVISIONS ISSIIMIIIMMISCH No. Dote Item 400000W:11 E APPROVALS MITCHELL /CREIGHTON Project Architect CAIL4 Drawn FAHEY /FIRTH Checked Approved Registration SHEET TITLE SMIXVIERMingssiffism STRUCTURAL DEiv1OLI TI ON SECOND FLOOR PLAN 86205 Project No. SHEET NO. APR 2 1987 Dote SD2.2 IleinelffigiaMMEMMEMZINEENNIN ROTTED ^ J26/37 15vrld+fa; a'n'ti+= 't?+?w':w.w'.r ea:+..�.v�_.•:�VV -:ox. 1 4'-O" 6'-O" ...... • • REMOVE EXIST. FLOOR- CAUTION: NEW BEAMS MUST BE IN PLACE-SEE S2.5 _ IL _ j IC__ = L__ !E:=_=ff__—==. 1==1 1 1E E=1:11E------1 LE ir L E 1 hiHt rJ ___ REMOVE EXIST. STEEL STAIR LJL ILII -J STAIR NO. 3 _ —=-= -- 1---- __ -----I — ELi E — L _J _J NMI Li r L. JL -1F o " 11-0" 004 •Ia L_ _ L ---- 24 x 26 (EC) 17= 24 x 26 (EC) sie Ash --4441 Iltof REMOVE EXIST. FLOOR • (CONC. BMS., JOISTS & SLABS) 7_1 E 1[- 24 x 26 (EC)---- — =1 LL -J LLJ U- ›C -• • % „ 7,117/,, /-A7":`/%74. 747 7tt"ti-7 IL_ 1 _ 24 X26 (EC) I -- -I I- 24 x 26 (EC) _I — 24 x 26 (EC) CURB REMOVE EXIST. CMU (8") WALL SIM. CAUTION: NEV STEEL BEAMS MUST BE IN PLACE PRIOR TO REMOVING ANY STRUCTURE IN THIS AREA CURB HE I 1111/1 8 11 11 I I 71-4" REMOVE EXIST. MECH. EQUIP. PADS (6") a TOPPING SLAB (21/2") REMOVE EXIST. FLOOR FOR ELEVATOR (NOTE: NEW CMU SHAFT TO UNDERSIDE OF JOISTS & SL AB SHALL BE IN PLACE PRO TO REMOVING FLOOR - SEE S2.5) 1 L 1 L_ DEPRESSED (21/2") SLAB AREA REMOVE EXIST.. CMU SHAFTS 1 =7= ======= 1 r4v.11-1—i—ta • ii-tr=r—r-Amt 1 1 REMO E EXIST. FLOOR- CAUT ON: NEW BEAMS MUST BE IN PLACE-SEE S2.5 NOTE: FOR STRUCTURAL NOTES AND DEMOLITION NOTES, SEE SHEET SM. LEGEND asnrruerrinarrusri 8" CMU WALL TO BE REMOVED TOPPING SLAB (21/2") TO BE REMOVED EQUIPMENT HOUSEKEEPING PAD REMOVE EXIST, CONC, BM. REMOVE EXIST. STEEL STAIR REMOVE FLOOR FOR NEW STAIR 0 2 4 6 12 24 FEET SCALE J 111111111111111111111111111111111111111111111111111111111111111111111t11 0 14 111, IN( 2 w c) (10) (2) "5 VERT. 0 32"0.C. (2) HORI Z. 13 4810.C. EXIST. CONC. FLOOR ) '6 DOWEL x 3'-0" SET IN "POROK" 8x20 (EC) T.O.C. SEE PLAN & 0:1) 20x24 (EC) 10 x 20 CONC. COL -"'----(BEE-707)MTBE REMOVED CAUTION! NEW STEEL COLUMN MUST BE IN PLACE PRIOR TO REMOVAL SEE SHEET S2.4 11 11111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111I1111111111 1111111 6 7 EXIST. W6x15.5 COL. W/ 8" x 7" x i'4" BASE it EXIST. GROUT POCKET (2) 41101 ANCHOR BOLTS SET IN "POROK" TYPICAL BASE CONNECTION 4'-2" GRID 7/2" 24 (MIN.) x 26 (BEYOND) ------ 10 x18 CONC. POST 8 TO 10x36 (EC) TO BE REMOVED 18 x171/2/471/2 (EC) SECTION 1/2" 6'-10" 16" SQ. COL. T.O.C. SEE PLAN 24 x26 (EC) 16" SO. COL. 13 21-6" 8 x 20 (EC) TO BE REMOVED GRID jr 4.11$ 91-2" EXIST. JOISTS SEE PLAN EXIST. JOISTS SEE PLAN rs:2\1\ 10 x18 CONC. POST 16" SQ. COL. OD _ 10x20 CONC COL. TO BE REMOVED CAUTION: NEW STEEL COL. MUST BE INSTALLED PRIOR TO REMOVAL SEE SECTION G/S4.2 8" CMU SHAFT -- WALL TO BE REMOVED 8" CMU SHAFT WALL THIS SIDE (NOT SHOWN) TO BE REMOVED an...nzAtz.tussannn.T. 9" r-4 18x20 (EC) 8" CMU WALL 81/2" CONC. CURB 0 SIM. EXIST. FREIGHT ELEVATOR OPENING 21/2" TOPPING SLAB W/ 17 GA. MESH Q 1C) 11 12 SECTION 1/ '!'-O" 4, .,.'.4.4.4.W-4-411d4411461 EXIST. FLOOR SYSTEM ---18x2O (EC) SECTION ( \SJ2.2) /2 - 6" EQUIPMENT PAD 21/2" TOPPING SLAB 10 x351/2(EC) 18" SO. COL. 18 x171/2/471/2 (EC) 1.1 10"' 16" SO. COL. BEYOND ------ 24 X 26 (EC) K.O. SLAB L3 x3 x1/4 IN END OF K.O. SLAB SECTION vu 3" FLOOR SLAB -/ SECTION SLAB OPENING 4"x6" CURB 21/2" TOPPING SLAB CM QV III 140 poppnv 0 , 3" FLOOR SLAB 30- 2 419e COPYRIGHT* 198 TIE CALLISON PARTNERSHIP 4' The Caliison Partnership Architecture Programming Planning Interor Design 1423 3r1 Avenue Suite 300 Seatle, Washington 98101 (206) 623-4646 A Professional Service Corporation 111 CONSULTANTS MillARIMINSIIIMEMBIRMILI Coffman VFT Engineers 720 Olive Way, Suite 300 Sattle, WahIngton. 98101-1856 (208) 62S-0717 IN REVISIONS IIMISHISM115111NIIMBRINIIIIIMI No. Dote 1 tern 40000dikk APPROVALS 111110211111111111=XIMEIBMw MITCHELL/CREIGHTON Project Architect CAI LAO Drawn FAHEY/F1RTH Checked Approved ... .0'‘4\S G. :4 4444P161"14974 $ % 440. , ■ 0 4 4$ .VIZISTE°. 4 A14, .4 JPOL.7111;0.. / 4 • • 1 gb", • Registrdti of. kV SKET TITLE IGOVEMINIMI/Maglimmil STRUCTURAL DEMOLITION THIRD FLOOR PLAN 86205 Project No. APR 2 1987 Dote XI SHEET NO. FRIMISSIMMImmummunimml SD2.3 111111111111111111111911016111111SIMINanatins In.0"Tia •1!';•''." L 'Sie 7^..■.ri,.:1721' REMOVE PRECAST PARAPET REMOVE EXISTING ROOF (STEEL BMS., DECK & ZONOLITE) 7 BAYS 0 24' -O" = 168'-0" SIM. REMOVE ZONOLITE & DECK FOR NEW PARAPET SIM. REMOVE PRECAST PARAPET ' REMOVE ZOIVOL I TE OE DECK �I I r l , xl Cr1.1 of 1 1 1 C REMOVE PRECAST PARAPET 0. 0' O 0 O 0 W14 x 26 (E) O; 0 SIM. REMOVE PRECAST PARAPET Le: Etis,:•• I h\ /, Ir) in 1 tt> ,. • 1yi (p A 74- 7J , I c..1 c: \ 0 \; MOVE EXIST.' STAIRWAY NTHOUSE, COORDINATE H ARCH. i A O 0 x26 (E) I OPENING FOR NEW ECH. '%4 (NOTE: NEW STEEL MUST BE IN PLACE PRIOR TO CUTTING PPENING. SEF S2.6) 1 , Wit x19 (E) I i 1 1 OPENING, FOR NEW M CH. (NOTE: NEW STEEL MUST BE IN PL PRIOR TjD CUTTING OFIENING. SEE 1 1 0I A 0' 0, W12x19 (E) ,'1,`'i. '1114 x 30 ,E) 0 0' 0. ' , j W14 x 26 (E) O 10 0' 0' 0 I W12 x19 (E) ACE S2.6) 0 0 W14x26 (E) 1 1 OI 0' 2' O) I 1 I I , 1 I I I I I W14 x 26 (E) I O 0 0 0 0 f 0 0 0 0 ' W12x19 (E) I i 1 1 1 1 I I I I 0: AI 1 W12x19 (E) O 0 W14 x 30 (E) V N 0 3 wl � r w N 0 DO EXIST.; ROOF: 41/2113 TOTAL THI CK j ZONOLI TE C GALVANIZED CP- 32;FORM DECK KEYDECK MESH. 3 "I MIN. ZONOLI WELDED TO PROVIDE~ MIN. SHEAR 01 1 °ol W12x19 (E) 13x17 (EC) j I w' NING FOR NOI MECH. TEt NEW STEEL MUST BE N PLACE OR TO CUTTING OPENING. SEE S2.6) 0 0, 0, 1 SIM, 0 0 0 C. FILL ON 'F2 GAUGE j Y ASC PACIFXC REINF. WITH E WITH "U" FACTOR OF .111 OF 600 LBS%FT. f C of 0 i W14 x 26 (E) I I I i ! I I 1 1 0, 0. O 0 A 0. 01 0' W12x19 (E) 0 0 1 0I 0' DO CO 0 0 of 0, t0, O, 0 0 0' . REMOVE ZONOLITE & DECK ONLY (BEAMS REMAIN) 13x17 (EC) O 1 m .1 8 (9) L-. ..SIM. U LLJ M N 12‹ U W N O -1- OPENING FOR J' NEW MECH. 11 I- 10 REMOVE EXIST. ROOF (CONC. JOISTS a SLAB) FOR CLERESTORY O fl r--- --] 6 x 17 (EJ) T YIP. O 0 REMOVE EXIST. ROOF (STL. BMS., DECK & ZONOLITE) FOR CLERESTORY �1v- N 0 N N 0 EXIST. ROOF: 311 CONC. SLAB OVER 14" DEEP CONC. JOISTS (0 3'-0"0.C. NOMINAL) uJ N 0 0I0 __il- l__ -II .! L EI1IH _ L -- ---iL_ i- 2I _ I-- --1 i___ r.--- j L____ E -1 - =II Li_ - �L___�i; L ,_ 1_ 6 x17 (EB) TYP. 4� * W14 x 30 (E) REMOVE EXIST. ROOF (DECK & ZONOLITE ONLY, BEAMS REMAIN) 'I OPENING FOR L NEW MECH. 11 I I� LLJ M h! OIr0 L 40 x 23 (EC) ---- -- --' * J 40x23 (EC) 40x23 (EC) �I 1 J II- -- _--- IL_ 1L IL C _ -- 40x23 (EC) • NOTES: 1. FOR STRUCTURAL NOTES AND DEMOLITION NOTES SEE SHEET S1.1. CORDINATE OPENING LOCATION & SIZE WITH MECH. "V Ark I`� 1. 91 -411 t REMOVE ROOF ( ZONOLITE & DECK) DURING LOADING DOCK MODIFICATION FOR NEW SWITCHCEAR INSTALLATION REMOVE PRECAST PARAPET 0 2 4 6 12 24 FEET SCALE imarlogr 1/811.11.011 1111JI IIi1111111111111I11i' 11I1111111111111111111111111111II1I111I111111 I I I I I I I I 111 1111 ! 1111111 111 1 I 111.1.1.1 I LI I I I 1 1111111111111 1 11111 1 1111111 111111111111111111111111111111111 A '7 ""'.•.1 12 , , , , , , / , , / , , / 41 -10" REMOVE ZONOLITE. & DECK DECK ONLY, 0 SIM 911 21 -5 "* CONC. Fl L % "0 "U" ;BOLTS REMOVE PARAPET 79' -6" (VERIFY) 791.32" (VERIFY) ZONOLIT FILL „ ,,,,, ,,,,,, (VERIF Y) / / / / / / / / / • • • • • • • .•. "W" BM. SEE PLAN (REMAINS 0 SIM.) W10x21 (REMAINS 0 SIM.) -� W6 COL. SEE PLAN (REMAINS 0 SIM.) "W" BM. SEE PLAN (REMAINS 0 SIM.) W12x22 (REMAINS 0 SIM.) W6 COL. SEE PLAN (REMAINS 0 SIM.) 1'-3%2'* SECTION {, 11 11 `11 74 502.4 11 -811} I 911 REMOVE DECK W 1 BM. -� SEE PLAN EXIST. CONC. ROOF ELEV. VARIES FOR INFORMATION NOT NOTED, SEE SECTION A /SD2.4 SECTION oN (■ 11 2 11 -011 4 511* 11-6"* ,13” FOR INFORMATION NOT NOTED, SEE SECTION A/SD2.4 GROUTED SOLID SECTION (' 8" CONC. BLOCK WALL IN CONC. FILLED BOND BMS. CONC. FILLED CELLS. (TYPICAL) REMOVE CMU WALL CAUTION: SEE NOTES ON 51.1 ANCHORED TO CONC. BEAMS TOP OF ZONOLITE ROOF \ .., .. . ..... ..... .. ,•��� ...•.. ... • • • .. „,,, ,,,,, , AN T OS (VERIFY) MC12x10.6 0 EA. GIRDER W/ (2) 4'4110 PARABOLTS W6 x15.5 COLUMN TOP OF ZONOLITE ROOF SECTION ( \\,_-"W" BM. SEE PLAN mci2y19.6x12" LONG CITY OF TUKWILA COPYRIGHT* 190 THE CALLISON PARTNERSHIP • The Callison Partnership Architecture Programming Planning InitYlor Design 1423 3a1 Avenue Suite 300 Seattle, Washington 98101 (206) 623-4646 A Professional Service Corporation RI CONSULTANTS itingliMIENESW100111/Milli Coffman VFT Engineers 720 Olive Way, Suite 300 Seattle, Washington. 98101-1956 (200 623-0717 Gate Item ADNiiiDtig El APPROVALS 011111EINIEWEIEMENEMENE CAILAO Drawn Checked Approved 9 14.4,:bes.c.;;;MIT,:c 41:0:•,t Registration de SHEET TITLE 12121/11102/0MNammaismn STRUCTURAL DEMOLITION ROOF PLAN 86205 APR 2 1987 Project No. Date 111 SHEET NO. INNINIERNIMNIONSIEnnenaum Pt.onto C3/26/87 9D2.4 M.P. ROOF 79'-6" EXIST. W6x15.5 COL. TYP. THIRD FLR. TO ROOF BEYOND CMU WALL EXIST. W10x21 TYP. ROOF LEVEL BEYOND CMU WALL REMOVE EXIST.— PRECAST PARAPE c7) O.H. /1"///:///'////:-..-",,://:///7772',/,/, / / / / / / / / / / / / / • / / /1 /- 44,- • / . / // „.....,, ,. s : ' \ " :- \ s : \ s : ' \ ,: : : s s: : ,s \ \. s : : :s ;‘s : , :: s: ,: ::s:\ s ,: , :: s : \ :,:' :'': „" -,:': .: \ :ss\:s: : . - ;-‘ ,: : .\ ,\:\: : - ;s ,: :':s‘s;s,: :s:'s:ss,:' ::'• \\ :,,: : s:, :.'' :‘s : ':s :,' ' ‘:s ,:: ' s :ss s:s s's i 1 . \ : c • s• c-: \ :\ -• ;-:: c\cs \ s: s:-c, ‘ • : „, s . :': s. ' „ , s \ • - • : s % , •‘ :s : ;,• , . , s. ‘ s s \ -. : : - : s , : . , : \ s ' s , . ss , s : s • . s s s:s : ' : ,:, i ) —.ss. :: 1 \ „ i t\,s 1 I- r \ 11 i 1 i s:ss:ss:s•:. C'::'-:;s:'::::'::\:ss:'s:ss:::•:\:‘,:‘:..'s:: ‘s: ss• s 's• , '• • :•• , :‘s, s,:, \s. \,, ;•. :ss„ • s:\„ :„ , „ :, :s:„ s •:„ s. •\„ s: :.‘„ s, :c:,s •:s;:,s:s s ::•s, s: ;:i •1 Ls s , ss ss•ss•::•• : ;‘s,;•-, :s-. ::,:s‘.: :.; :‘, :s s .1 1\•::s•' s,. s:ss•:,:\•:,: ts s•sss:s•,‘..:‘,;‘,,s,\`'. sl 1:',•:;•'‘,' l'Z'ss:ss:N::•:',\:::;s:',•::::‘,•:::: s •••: W.2s•ss• • . . • „ „ s. •• I:\ ss's:ss:\''..:••:\:‘,:ss:',.‘s, \ \ ‘‘, „,,„ ., ts::::::::::::::::‘,„, „ „ „ „ :: .7. ..: „ „ „ s, .... •• •• ss •• , , .....4...-. 10 x351/2” (EC) 10x 351/2 (EC) "7-7.:'•771:7;:c..77<c,s77,7' c-vv 18" SQ. EXIST. 18" SO. CONC. COL. 1st FLR. TO 2nd FLR. yromr771 • 121/2" x331/2" • „, • , • 121/2" x 33WI (EC) 11 121/2" x 39" (EC) 121/2" x 39" (EC) PARAPET (8 8S-0" H.P. ROOF 4,1 79'-6" REMOVE EXIST. W6 x15.5 COL. 14'-3” 8” CONC. WALL ist FLR. io 2nd FLR. (NO BEAM) REMOVE EXIST. PRECAST PARAPET D2. SiM. 1 REMOVE EXIST. II W10x21 I REMOVE 8" CMU WALL I , A D2. . S \ REMOVE EXIST. CONC. COL. CAUTION - NEW STEEL COLUMN MUST BE IN PLACE PRIOR TO REMOVING EXISTING CONCRETE COLUMN 121/2" x39" (EC) NOTE: ALL COLUMNS, BEAMS AND FOOTINGS TO REMAIN U.O.N. EXISTING NORTH ELEVATION — REMOVE EXIST. STAIR PENTHOUSE, COORDINATE WITH ARCH. • ' ....mowwww■www=0■1"....r.4.= 8" CONC. WALL l 1s1 FLR. to 2nd FLR. (NO BEAM) __p-t -1 r--- 11 r NOTE: ALL COLUMNS, BEAMS AND FOOTINGS TO REMAIN U.O.N. EXISTING SOUTH ELEVATION I/8" 11-0" .! • litipliplIPIlliii1111111111111111111111111111111111111111111111111111 ".7"'""‘" 2 , . • 6 7 8 10 1 1 12 SO. PARAPET 83,-011 M.P. WALL 79 -6 it THIRD FLOOR 63'- SECOND FLOOR 46.-B., — 8" CONC. WALL BEYOND FIRST FLOOR 1 28'-6" M.P. WALL qv 79,-61 t THIRD FLOOR 11 63 -0 SECOND FLOOR St 461-8 FIRST FLOOR SI) 28 t -6 „ - 41: CITY OF TUKWILA appr 0 JUL 24 1987 !WM) Stift DING DIVISI0,1 COPYRIGHT ISO ThE CALLISON PAR1NERSHIP The Caflison Partnership Architecture Programming Planning Interior Design 1423 3ra Avenue Suite 300 SeattI3, Washington 9B101 (206) 623-4646 A Professional Service Corporation MI CONSULTANTS 5311MOVIIIMMIRIMESMI Coffman VFT Engineers 720 Olive Way, suite 300 Seattle, Washington. 98101-1856 (206) 823-0717 1111 REVISIONS IIINEVNIMINSIMMIIIMIENNI No. Dole Item Api.x:,-OOLIN161 It APPROVALS MIIMMEMIMEMOMMOmmsim MI TCHELL/CREIGHTON Project Arch; led CA LAO Drawn FAHEY/FIRTH Checked Approved Registration IN SHEET THLE MOMIMMMimminagenswe STRUCTURAL DEMOLITION ELEVATIONS 86205 Project No. APR 2 1987 Date M SHEET NO. MMIIIIMMummummommaggesi SD3.1 EffireffilifinIMEMATIONENNIMIGNEMEMMI H.P. - ROOF 79' -10" THIRD FLOOR SECOND FLOOR 46' -8" FIRST FLOOR 28' -6" H.P. ROOF 7910" THIRD FLOOR 631 -On SECOND FLOOR 46r -6" --t 40x23 (EC) l REMOVE EXIST. 8" CONC. WALL FIRST FLOOR 28 -6" 1 111 1 40x23 (EC) ft3;) REMOVE EXIST. PRECAST PARAPET LINE OF MALL ROOF 40x23 (EC) 1 EXIST. LOUVERED OPENINGS TO BE REMOVED ! -_._L, 1 I 4 CAUTION - NEW "W" BEAMS MUST BE IN PLACE PRIOR TO WALL BELOW BEING REMOVED PARAPET 9-83 0-rr -- 9 . H.P. 79� z'y 4tL sag eseme re 4U SLAB ON GRADE Iii" z 11/2' PREMOL DEO W/. 6 X 6 -W1.4 X W1.4 \ JOINT WWF: - ,,....a...�.... 4" SLAB ON GRADE W/ 6x6- W1:4xW1.4 WWF - 2" SAND •~`y ---- 6 MIL VISQUEEN 4" GRAVEL VIS_AL CONTRACTION JOINT TYPICAL STEP FOOTING DETAIL 24" car [--- CORNER BARS 24" HORIZONTAL BARS SINGLE LAYER REINFORCING BURKE KEYED-KOLD JOINT W/ y2�'0x1' -0" SMOOTH DOWEL 4" SLAB ON GRADE 0 24 0.C. GREASE ONE END . W/ 6 x 6 -W1,4 xW1.4 AND PLACE 0 (ii OF SLAB WWF TYPICAL CONSTRUCTION JOINT TYPICAL CONTROL JOINT DETAILS #4 NOSING BAR CONT. LAP 1' -6" 0 CORNERS & PROVIDE *4x2' -0" DIAGONAL REINF. BAR W curia Q 1' -0" MIN. TYPICAL DEPRESSED SLAB DETAIL 24" 24" CORNER � IN C BARS -HORIZONTAL BARS DOUBLE LAYER REINFORCING TYPICAL CORNER BAR DETAILS *4x3'_0" EA. SIDE B.O.PIT SEE PLAN 2' -O" 6" 3'- (2) e4 EA. WAY e11-6" TYPICAL SUMP PIT DETAIL COLUMN, SEE COLUMN --- -- --__ SCHEDULE OH SHEET 53.1 FINISHED SLAB TOP OF FOOTING_ (T.0.F.) SEE PLAN =ve jr 6" 16 GA. STEEL STUDS 0 16 "O.C. PROVIDE .DBL. STUDS FOR DOOR HEADERS AND JAMBS TYPICAL DOOR HEADER DETAIL BASE PLATE AND BOLTS, SEE BASE PLATE DETAILS, ON SHEET S2.3 L4x3x% LLH LENGTH OF WALL W/ "s x0' -4 WELD STUDS 0 24 "0.C, SET FLUSH WITH FLOOR FOR FOOTING SiZE AND REINFORCING, SEE FOOTING SCHEDULE ON SHEET S1.1 TYPICAL INTERIOR FOOTING WALL BEYOND 4" SLAB ON GRADE 6"' EXIST. SLAB 0 SIM. ONLY e4 * 016"O.C, 3 24' FIN. SLAB SEE PLAN (2) e5 IN BOND BM. -- .---- 8" CMU MALL W/ *5 0 24 "O.C. FILL SOLID ALL CELLS '5 * 10 "O.C. EA. WAY CTR.. B.O.PIT ><I SEE PLAN X VARIES 26 '' T 2 6 EXIST. ASPHALT 8" MU WALL--- --�-*E. W/ '5 ff 24 "0.C. VERT. & (2) $5 0 48 "0.C, HORIZ. IN BOND BEAM a5 0 110i de/ (2)'5 IN BOND BM. .1 II wriTrai Itki x8xONT. W/ "0 x 0' -6" WELD STUDS 0 16 "O.C. NOTE: TOP 2" OF JOINT SMOOTH CUT 1/ FULL DEPTH EXPANSION JOINT.' TYPICAL EXPANSION JOINT CONTROL JOINT ON TRUE VERTICAL LINE CAULK EACH SIDE MAX. 30'- O "O.C. ( ASPHALT EMULSION PAINT, ONE SIDE FILL WITH GROUT VERT. REINF. SAME SIZE AS TYP, VERT. REINF. CONTROL JOiNT ON TRUE VERTICAL LINE CAULK EACH SIDE MAX. 30'-0"0.C. BUILDING PAPER OPTION MANUFACTURER CONTROL JOINT INSTALL AS SPECIFIED BY SUPPLIER VERT. REINF. SAME SIZE AS TYP, VERT. REINF. MANUFACTURER OPTION VERTICAL CONTROL JOINT TYPICAL CMU WALL DETAIL VERT. REINF. 32" FOOTING . MARK ,. FOOTING SlZc WIDTHxLENG`THxDEPTH ' 2 (1" r:2'-0" xi2..........._�. SCHEDULE aEiNFORCING, REMARKS' Etw& 1,15TANce (IN) �.r (3) *4 EACH WAY, BOT. . N510N (L85) K Mil 0 • 3' -0 "x3'-0 "x12" 41-0"x41-0".".1" ' (4) #4 EACH WAY, BOT. (4) #5 EACH WAY, BOT, 1,420 950 4'-6"x4'-6°x15° _3.500 9.500 (5) '5 EACH WAY, BOT. 2,4 ;0 V 6'-0 "x6' -0 "x20" 5.500 (6) e6 EACH WAY, BOTH 3,870 C f,O 6'-6"x6'-6"x21" (8) $6 EACH WAY, BOT, 49,070 0 7' -0" x7'-0" x23" Go 125 (9) 06 EACH WAY, 80T. 7 250 Q 7-6 "x7'-6 "x25" 7.250 (7)1'7 EACH WAY, BOT. q 200 0 9'-0" x91-0" x29" (8) "8 EACH WAY, BOT. 0 4'- 0 "x8'- 731'4 "x15" e5 61 12 "O.C. EACH WAY, BOT. 0 5'-0 "x9'-0 "x21" a5 19 i2 "0.C. EACH WAY, BOT. - ______ M 3' -3" x 7'- 9" x12" r '4 0 12 "0.C. EACH WAY, BOT. BOND BEAM REINF. CORNER REINFORCING TYPICAL CMU WALL DETAIL COLUMN, SEE COLUMN SCHEDULE ON SHEET S3.1 ----� 'a. FIN. SLAB SEE PLAN TOP OF PILASTER (T.O.PIL.) SEE PLAN 11/2"---- (3) 0 3" BASE PLATE AND BOLTS, SEE BASE PLATE DETAILS, ON SHEET S2.3 PILASTER, SEE PLAN FOR DIMENSIONS BALANCE ® 12"0.C.----4 TOP OF FOOTING (T.O.F.) SEE PLAN TYPICAL PILASTER DETAIL SEE PLAN VERIFY W/ MFR. 4" SLAB ON GRADE (2) e5 CONT, UU N r>= 16"0.C. (2) 45 IN BOND BM. Ili SUMP PIT, 1 FOR REINF. SEE ----- TYPICAL DETAIL THIS SHEET DO`IG "O.C. 24 "f (4" SLAB ON GRADE i 6. . 10"0.C. EA, WAY CTR. .4* SECTION 1/2' .1,-0" S2.1 EXIST. SLAB 0 SIM. ONLY FIN. SLAB SEE PLAN 8" CMU WALL W/ *5 0 24 "0.C. FILL SOLID ALL CELLS B4O,PIT o SEE PLAN 14 0 16 "O.C, 30" 1241-1._ NEW *3 TIES (8) '6 VERT. -•---- FOR FOOTING SIZE AND REINFORCING, SEE FOOTING SCHEDULE ON SHEET 51.1 EXIST. SAWCUT LINE *5 0 10 "0.C. E.W. CTR. SECTION 2 " = 1' -O° COLUMN, SEE COLUMN -- - --___ SCHEDULE ON SHEET 53.1 FINISHED SLAB TOP OF PIER (T.O.P.) SEE PLAN B.O. PIER (B.O.P.) �� SEE PLAN 8" rRi D GROUT #4x1` -0" INTO EXIST. SLAB 0 24'0.C. (TYP. ALL AROUND) FiN. SLAB SEE PLAN EXIST. 5" SLAB (2) *5 IN BOND BM. 8" CMU WALL W/ *5 0 24"00.C, FILL SOLID ALL CELLS T.O. SLAB SEE PLAN BASE PLATE ANO BOLTS, SEE BASE PLATE DETAILS, ON SHEET 52.3 STRUCTURAL DEMOLITION NOTES 1. Excavate and drill for now foundations (nominally 8 11. square, 5 fl. below existing grade or 6 fl. diameter, 10 ft. below existing grade). 42. Build new shear walIs�poralle, to Grid 'M' between Grids "7" and "9" and between Grids 10 and 11 " . WelI will be 8 inches reinforced concrete full height between first and second Hoar with o strip Iodine below. *3. Erect new tension chords (wide flange beams) at the underside of the second floor 0 Gr "5.3 ". 4. Extend existing footings below concrete arch a; the norlh entry; note that these footings are tor new columns which must be erected of Grids E-1O and E -11, expediting of the footings and columns will allow removal of the existing concrete.entry arch. Remove roof (for employee's lounge /terrace) in area bounded by Gr Ids M -5, M-6, K-5, and K-6. 6. Remove roof, second and third f loors (for clerestory and escalator well) in area bounded by Grids G -9, G -10, E -9, and E-1O, 7. Remove roof (1 or elevator penthouse) in the ores bounded by Grids G -11.5 to G-13 to E-13 to E -12 to F -12 to F-11.5 to G -11.5. 8. Remove second and third floor (to: passenger elevo1or) in the or ea bounded by Grids G -11.5, G -12, F-11.5 and F -12. 9. Bulir' new faundotIons for expansion area; may Include foundations for west entry frame columns. 10. Erect exponsion area to include: 0. ?toe1 frame b. concrete was I (f it si to second floor) along Grid 'i!" & Grid '5" c. c,M.r walls n1 Grids "5"' (2nd fleer to roof) and "13" Hull height) and "A" (third floor lo roof) d. concrete (on deck) floors e. stairs 1. escalator (in existing store area) g. elevators (passenger is in existing store (Hea) h. clerestory J. elevator penthouse k. curbs and opening for new mechanical units (will require dell Iona' framing under the existing roof) As soon as new columns at Gr Ids E -10 and E -11 ore in place, existing north entry concrete arch may be removed. At the same time as removal of the north arch builder may remove existing north wall bet wean Grids "8" and s12 ". 11. Upon completion of expansion or ea (Structural only) and ONLY upon completion, balance of existing north wall may be removed. 12. Afar new Stoit Number 2 (NW corner ) and Stair Number 3 (NE corner) are usable, existing Stair B (NE corner -61 eels' log stole) - CAUTION, SEE NOTE 15- and exist ing Stair C (NW corner of exist ing stare) may be removed and f leer (second and third) of exist ing Stair B way be infiIled. *,5, *NOTE: * *13. Erect new frame al west entry and install new beams under existing third t loor (which tie Into new frame) so that second floor and exterior nails may be removed. 4014. Remove wall along Or id "5" between Grids 'H" and "E" from the first floor to the underside of the third floor. NOTE: STEP 13 W1JST BE COMPLETE PRIOR TO INITIATING THiS EFFORT. *s15. Remove second Iloor in the area bounded by Grids H-5, H-6, E -5 and E-61 this will Include west entry arch and Stair B. NOTE: STEP 13 LUST BE CO%PLETE PRIOR TO INITIATING THiS EFFORT. 4416. Erect new f loor and root in employee lounge/I er race or en - see nate 5. eie17. Repave existing escalator and elevator equipment and inf111 f ioor 11 Irst, second and third) meal. 18. Remove Cleat walls and equipment :oundotIons In existing mechanical room on the third floor. ** * ** 19. Infill existing air intake opening on east wall at mechanical room. 20. Existing watts t gr id "5" may be removed only alter new wolIs ore in place. Timing Is at the builder's option but must be completed prior to der,oiition of the wall al Grid "E o. May be delayed from o stiucluraI viewpoint, but will impact roofing act ivity. Dependent upon delivery, installation and alignment of equipment, it does not affect the structural inlegrity of the building. SYMBOL LEGEND - INDICATES FOOTING TYPE, SEE FOOTING SCHEDULE, SHEET 51.1. B.O._ - DENOTES "BOTTOM OF " ELEVATION. T.0._ - DENOTES "TOP OF _ " ELEVATION. T.O.C. - DENOTES "TOP OF CONCRETE" ELEVATION. T,O,F. - DENOTES "TOP OF FOOTING" ELEVATION. T.O.G.BM.- DENOTES "TOP OF GRADE BEAM" ELEVATION. T.O.PIL.- DENOTES "TOP OF PILASTER" ELEVATION, T.O.S. - DENOTES "TOP OF STEEL" ELEVATION. T.O.W. - DENOTES "TOP OF WALL" ELEVATION. ixx) - INDICATES NO. OF SHEAR STUDS EQUALLY SPACED PER BEAM. n-xDSI - INDICATES DOUBLE ROW CONNECTION, EACH END OF BEAM. El ►1 - INDICATES COLUMN OR POST ABOVE BEAM ONLY. - INDICATES CMU BLOCK WALL. O.H. - INDICATES "OPPOSITE HAND" SIM. - INDICATES "SIMILAR" (U.O.N.) - INDICATES "UNLESS OTHERWISE NOTED" - -fs- -" - INDICATES MOMENT CONNECTION - SEE S5.1 FOR DETAILS. STRUCTURAL NOTES 1, CODE Rat !RELENTS All construction mater laic and toorkeronehlp shall coglorit to the requires fronts of the drawings, epecif loot lone. and the UBC 1985 edition, os amended by the Cit y of Tukwllo, Mhshtngton. 2. DESIGN CRITERIA LIVE LOADS Roof: Snow Floor (per IJBC): Retell Area ?5 pmt (Table 23-A, Category 19; reducible per Sect Ion 2306) Corridor and Stairs 100 psf (Table 23-A, Category 5) P,estournnl and Lounge; 100 psi (Table 23-A, Category 3) (Assembly As' ens) Exterior Terraces 100 psf Table 23-A, Category 16) Staroma Areas (Light) 125 psi liable 23 -A, Category 18) Sidewalks and Drivawoys 250 psf ((((((Table 23-A, Category 17 25 psf minimum (per City of Tukwlla) w /Cs uao . required by SEAW Snow Load Analysts for eq Mbshil tngton 20 , or 3.0 for dr ill ing as DEAD LOAD?, Construct ion ifoter late: Roof Floor Mechanical 30 pst 75 psi 75 psf for Equipment) WIND DESIGN (per UBC Section 2311) Exposure: 8 Basic wind speed 80 aph Pressure coefficients: Windward Leeway d Sidewalks Par apets importance Factor 0.8 0.5 0.7 1.3 1.0 SEISMIC DESIGN (per UBC Section 2312) VtZIKCSW where: V Z K Bose Shear 0.75 (zone 3) 1.00 (space frame, vertical !ood carrying) C, north -south 0.1689 C, east-west 0.1554 3 1.2 W. nor t h -south 14,819 k ips el, east -west 15,623 kfps 1' AI towable Sai Is Bear ing Pressure 3000 psf (0 to 5 feet below grade) 6000 psf (5 feet below grade) * Based upon "Subsurface Exp tarot Ion and Geotechn.ical Engineering Report," No. W -5024, prepared by Ri1Ienhouse-Zenxtn and Associoles, doted October, 1986 3. SLAB AND FOUNDATION A. It is vitally impartont Ihot the Contractor read and become fomllior with the 'Solis Report as the site has the potent !al of widely varying soils condllIons and may be greatly elected by weather conditions. It the Contractor, during the tour se of his site work. discovers coy sot! condit ion which is not consistent with the soils report, he shall notify the Architect. Note ,hot axcavoted material is not suitable for reuse as till. B. Al) foundations shall be founded a minimum of 18 inches below final finish grade, and shall be inspected to confirm the allowable 4o11 bearing pressure by the Solis Engineer prlor 1 constructing concrete lorros and /or placing reinfereing steel. Any excessively soft real erial as determined by „the Soils Engineer sholl be removed on replaced with structural fill , or a four -sack port land cement lean concrete mix. C. SoiI used for structural fill should be tree of organics and other deleterious materlel with no individual particles larger than 6 inches in diameter. As the amount of fines ((hot portion passing the U.S. No. 200 sieve) increases. soil becomes increasingly WISH lve to snail ct changes in moisture content and adequate compaion becomes mere difficult or impossible to achieve. Generally, soils containing more than about 5 percent f i n e s by weight cannot be compacted t o o t irm, non-yielding condition when the moisture content is more than a few percent from optimum. All new structural fill rraterlot sholl be placed in 8 inch thick loose lifts, and compacted to of least 95 percent of the modified Proctor Maximum dry density, per ASTM D 155 ?. D. Al walkways and other exterior slabs on grade may not be shown on the structural plans. See architectural drawings for locations, dirrten- sions, nteiations, and linish details. Use 4 -inch slobs with 6 x 6 x WI.4 - W1.4 W.W.F., unless shown otherwise. E. See architectural drawings for alt slob iinish details. F. See architectural drawings for exact locations of depressed slab areas and floor drains. Slope slob to drains. G. See architectural drawings for locations of door openings and for threshold requirements not shown. 4. SHOP DRAWINGS Prior to cny fabrication, all shop drawings for reinforcing steel, structural steel and metal decking, shall be submitted to Architect for the Structural Engineer's review. Shop drawings shall bo reviewed by the General Contractor befcrc submittal. 5. INSPECTION 6, Concrete construct !on, masonry construe! Ion, and street er of steel labrication and erection shall be supervised in accordance with Section 306 of 'the 'I8C" by a quol 11 led test Ing agency ter tifled by the City of Tukwila Building Depot leant and designated by the Owner. The Owner, Architect, Structural Engineer, end City of Tukwila Building Department shall be i, 't of all test results. Al premed soil-bear rn furni h d with copies al 1 s h surfaces shaft be inspected by the Solis Engineer pr for to placeomntsat reinforcing steel. Soiis compaction shall be supervised by an approved sestina laboratory. MiefdtETE Materials sholl be proportioned lo produce a dense, workable mix having a maxivram slump of 4 inches, which can be placed without segr egot ion or excess -free surface water. Wmer /cement ratios for var Taus min Irur428-doy compressive strengths (i 'c) shall be as shown below. Concrete strengths shalt be vet 11 ied by standard 28 -day cyl inder tests. Mix design she fi be per premix plant standards. and shall be submitted for review prior, to construction. In lieu of submitting special caner ete mix designs for approval. the following depot Iions of water and cement.rnay be used. Min. Number Mox. Water Max. Gal. .et Water nor Cork of Cement eben Using Air Entraining Agent Use c (psi) 2, 500 of C•trie of Cement per Cubic Yard of Concrete 5.0 3,000 5.5 eft U.S. Golion per 94 /Ib. Sack of Cement 7.6 6.1 Sidewalks and curbs 6.6 5.2 All cast- in- pluce concrete (toot ings, walls, slab on grade) 3,000 Normal- weight concrete (special mix design) Composite f ioor system. A weter -reducing admixture, Pozzolith (see UGC Standard No. 26-9), used in strict accordonce with the manufacturer's recormendotions, may be incor- porated in concrete design mixes upon review by the Structural Engineer, An air -entr°ining agent, conforming to the UBC Standard No. 26-9. shall be used in all concrete mixes for work which is exposed to earth or weather. The amount at entrained air shall be 5% e/- 1% by volume. Expansion anchors: Shall be TRUBOLT by MET, (ICB0 '2391), diameter and embedment as noted on drawings. Center to center spacing and edge distance shot) both be 12 diameters uniess otherwise noted. 7. BF. ItfORCING t Reinforcing steel shall conform le ASTki A 615 -82, Grade 60, fy " 60,000 psi. Exceptions: Bars to be field bent and /or welded shall be Grade 40. iy • 40.000 psi. V lded wire fabric shot) conform to ASTM A 185-79, and mho!! be 6x 6 -W 1.4 x. rr1.4. Reinforcing et eat shall be detailed (including hooks and bends) In accordance with AC) 315 -74 and 318 -63. Lap olI coot items reinforcement 30 bar diameters or 1`-6" minir,.rm. Provide corner bars at all wall inter - seefions. Lap corner bars 30 bar diameters or 1' -6 " misireum. Lop adjueent amts e1 welded wire tabs is 8 -inC!i minimum al sides and ends. No bars part Jolly embedded in hardened concrete Oat be field bent unless specifically so detailed or approved by the Structural Engineer. Welding of reinforcing steel shaft be performed using low hydrogen electrodes, and in accordance with AtlS D'..4 -79 Structural Welding Code- Re inforeing Steel. Walls ono Slabs: Provide o miniature of Iwo 45 bars obnve, below and on each side of all openings. Extend horizontal bars et least lap distance and verttcal bars the fu)I story, or both, as far as possible and hook. Provide one 45 bar 4 -0" long, diagonally of each corner of all openings. Provide four °5 bars diagonal top of each ex! erlor corner of tail !ding slabs. Provide corner bars to match her izontal reinforcement and refer to typical details for placement. REINFORCING STEEL. PROTECTION (unless noted otherwise): Use Footings and other unformed surfaces, earth face Formed surfaces in direct contort with earth Beams, columns, and surfaces exposed to weather (to ties and stirrups) Slobs and wet Is (inter ior face) Concr et e Cover (Min lours) 1 f,1 /2" 3/4" CONCRETE WALL MiNIIJM REINFORCING (unless noted et he :wise): Noll Thickness HorizoetuI Bars Vert !cal Bars 4 "to6" 10" 12" 04 0 16" o.c. '4 A 12" o.c. '4 0 18" o.c. '4.0 16" o.c. 94 e18' o.c. 44 0 16' a.c, 94 0 18" o.c. e4 018' o.c. Location Center Center Ea. Face Eo. Face - BALANCE 012 "0.C. _TA. LE T t C'HEMI5EVANCHO 5 8OLT PIA. (N.) ANCHOR EM8eI (IN.) Etw& 1,15TANce (IN) O I . 0 • '5 . N510N (L85) AR (L13S s/8 3.'500 1,420 950 ' y2 _3.500 9.500 4,500 2,4 ;0 I,SZO 5/8 5.500 500 3,870 2,850 'eel 6,.l25 49,070 4,500 • I Go 125 6.125 7 250 5,8'O I'/4 7.250 7.250 q 200 q,2400 111IIII111; 11111111111111! Ili i1111111111111I111 !11T11I111I1111111I111 IllillItilj ,1 II11111111111111111111IIIf II1 111111tIli1l1111I11I1111IIIII 1111111 Hill :111Ill11111111111111111111 Cont 1w42 Alisk 8. ISOt4RY . Follow Core Caner el Black: Concrete rsesonry nail wails shall be constructed of Gr ode 'N melts conforming to ASTM C90 -75e and shall be laid up In Type "S mortar (t'c " 1,800 psi), and shall be relnferced and anchored as shown on the drawings. Design f'ra r 1;350 psi. All vetttcal bars and other embedded items shoII be grouted solid in cells. Greet used or titling calls and bona beads snot f conform to UDC requlreerents too shotl Wain a minimum compressive strength of 2.000 psi. Provide two e5 furl height each side of all openings and 01 discontinuous ends of all masonry walls and grout solid tell height. Bond beams with two '5 horizontally shall be provided at al floor and roof lines and at the top of the wall. Provide o bond beam with two 95 hor trod ally over ell openings, end extend these ears 2 04 oust the opening 01 tech side. All bond beams shots be filled slth grout. provide torner hors to notch the horizonlal wall reinforcing at wall intersections. Lap all barn 40 diameter, 1'6" mini,tstn, unless noted otherwise. iaAASONRY WALL MINIMUM REiNFORCEivENT (unless noted otherwise): Hot izsntel Bars '4 0 48" o.c. 2 - '5 iJ 48' o.c. 2 •6 0 (1n 48" rouo.ted c. bond beam) - (in grouted bond Beam) Special inspection required tor all concrete masonry unit construction. Masonry expansion anchors: Shull be TRUBOLT by RAMSET, (ICBO '2391). Diameter as noted on drawings. Embedment in CIO shell be 4.5 diameters pies 1 1/4 '. Unless noted otherwise, center to center spacing shall be 12 diemeters and mininxtm edge distance shel be 6 diameters. 9. STTMICTURAI. SItEL Structural steel fobricotion and erectlan shall be based on the AiSC "Specit led lon for the Design, Fobr leaf ion. and Erection ni Structural Steel for Buildings," 8th Edition. Structural steel shall conform to the following requirements. Wall Thickness 4" and 6' 0 Vertical Bars ' 5 0 32" o.c. ' 5 o 32" o.c, 12" 46 B 32' *.c. TYPE OF NEWER a) Plates, shapes, angles and reds b) Pipe columns c) Structural tubing (square or rectangle) d) Anchor bolts 1,007 (unless noted (embedded In concrete) otherwise) ASTM SP;CIF1CAT)ON A36 FY 38 ksi A53 35 kst (Type E or S. Grade 6) A500 (Grade B) 46 ksi e) Connection bolts (3/4 diameter unless shown other wise) A325F (unless noted otherwise) f) Plates and shapes os noted A572 50 ksi Welding: Shall be in conformance with AISC and MS standards and shall be performed by welders certified by the City of "(Awl lo. Use E70XX electrodes. Ali welds shot) be 3 /16-Inch minimum, unless otherwise noted. Sleet Roof and Floor Deck: a eel deck shot be of the size. type, and gauge specifled on the stru -1ura! drawings, or en approved equal. Attachment shall be as shown on the p :ens and details. Shop drawings shall be submitted to the Architect for the Structural Engineer's roviewprior to fabrication. Steel Studs and /or Joists: Studs and /or joists shall be gatvonlzed 1G -60 coating meeting the requirements of ASTM A 525) cold-forq+ed "chennel type in accordance with the hollowing: TYPE OF fE1A3ER a) 12, 14, and 16 gauge studs and joists b) 18 and 20 gauge spuds a.rd Joists; track, bridging. end closures, and accessories ASTM SPECIFICATION FY A446; Grade 0 50 KSI A446, Grade A 33 KS$ Steel studs shall be as ianuf acid ed by the Mllcor- Diefelon of Inryco, Inc., Catalog 37 -1. Comparable products' by National Gypsum Co., Kaiser Gypsum Co., or others may be used when appr oved In advance by the Structural Engineer. Welding, fabricotIan, ot1ochmenis, etc., shall be in conformance with the menu! act uret'o r ecot endatIons and spec 11 fcot loos. Shear Connectors: Headed steel stud-type connectors shall be coid-finished . carbon steel per ASTM A108, Grades C -1015 through C-1020. Stool shear studs shall be manufactured by Nelson Stud Yielding Company, or approved equal. 10. CONTRACTOR NOTES A. The Contractor shall be responsible'for all required safety . precaulIons end t he met hods, techniques, and sequences of p! ocedu: as required to perform his work. B. i1 any errors or omisslons appear in these deer/Inge, specli!cot ions, es' other (Moment 5, the Contractor that notify the Structural Engineer or Architect in writing of such omisklon or error before' proceeding with the work, or acr:epl full rosponslhIIity for costs 7o rectify sane. Verify and cod fleets all dimensions, apeeingsIn floors, wails, and root with architectural, mechonical, and electrical drawings. D. Top et toot ing eldest ions shown on 1'oundat ion dr°wirr s indicate minimum footing depths. and:etay be changed by the Soils Engineer the achieve required 6000-psf soil bearing pressure,. The Contractor sholl become familiar with the mile condit ions by reading the soils report prepared by_Rittenhouse -Zenon and Associates, dated October 1986. E. Contractor shall provide temporary bracing "far the structure' arid structural components until all final connections have been completed in accordance with the pleas. F. All structural systems which are to be coreposed of coraponents to be livid erected shell beesupervised by the supplier during menufocturing, delivery, hbond,ing, storage. and erection in accordaece with instructions prepared by the supplier-. G. Drawings indicate general and typical delai'is of construction. Where condit ions are eel spec if ice) ty shown, simitor details of consiructIon shall be used, subject to review and:approvel by the rer chit eCt and - Sir ural Engineer; 11, SHOP. STOCK STOCK MEZZANINE: A. Calculations and drQw(ngs (both stomped by ct Strucii.iral En9 ;never licensed /4 \ in the stote.of W 0Snin9+on) shat I be submttfeci +0 the .architect L and the ci }u of Tukwrlarfor approval) I, prior 1'o installation. e,. It 5haif 0e the respQnsIbilit of the provider to ins +all on expansion joint between e MezpEinine and hutldt7s qq columns and /var wwllS,to laterally Isolate Mezzanine from -is' building and vice•versa C. c 12. CAST STONE Calculations and drowinos (both starred by a 5tructural ` r+gg vAr i tcen5ed in the 51.4 i6 of Washington) for cost 5'tOne onCi . a a1' strife [ " connections shall be submitted to the` Archttec+ Ind :-the Crtj op Tukwila, for approvaii prior to instaIlatron. 13 CHEMICAL AI4CNC425: Shall be CHEMSET bs.t RAMSET) (IC8U 13420 5pac ng as shown on . drawings, embedmer► 0,5 per Table 1, in5to1 Cation shall be at per. • Manufacturer's recommendations. Special 'inspection fl.QCCr'Cletf1Ce; r wioh Section 5O((a)12 of 1 he. LIBCs by an inspector .knvrwledggable with installation procedure for Ram et Chernset concrete arse The CaUUison Partnership Archliecture Progromrning, P4onrtirlg Inferior D8a10rt 1423 3;'d Gwent e: Suite 30© Seattle, Woshit rf+n 98101 (206). 623 -4646 A prof ma #load Seneca Corporation CoI4WL1`ifHTS cofftnan ,,VFT Eratenear 726 Alive Wow Suite $00 Serettle, Waetllniton 981O'1 -1858 (248)' e23 -0717 lit REVISIONS No. Data {tom APl etaPUM:, 2 SECTION „ 1,_0„ 2 SHEET N0. WHERE SECTION IS SHOWN SHEET N0. WHERE SECTION IS CUT DETAIL NUMBER SHEET NO. WHERE DETAIL IS SHOWN SHEET NO. WHERE DETAIL IS CUT C 055 EFERENC E LEc eNP A1VAL3 MIT HE1,1. /CREIGHT01 Protect Arcli row • • CMLAO Dr awry FAHE1' /FIRTtf, Checkrrd TYPICAL PLAN NOTES Ap1N4ve1,,.:. 1. SOME EXTERIOR DIMENSIONS ARE TO "FACE OF ARCHITECTURAL FINISH ". DIMENSIONS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS. 2. ELEVATOR AND ESCALATOR PIT AND SHAFT DIMENSIONS SHALL BE VERIFIED BY MANUFACTURER. 3. CONTRACTOR SHALL PROVIDE CONCRETE SLAB CONTROL JOINTS 4 15'- 0 "O.C. EACH WAY. 4. FOR COLUMN SIZE NO7 NOTED ON PLANS, SEE COLUMN SCHEDULE, SHEET 52.3. 5. FOR TYPICAL STEEL CONNECTIONS, SEE SHEET S5.1. 6. FOR FLOOR AND ROOF DECK NOTES, SEE SHEET S5.1. CITY 01' }`TU WiL.A' P I? P R'Pfr i1. ,Jill 4` 1987' cOPi 1,GfLito.19it T1fE TALLISON PART ERSt4P ,ri.S.PJ 44., :'-,:l!:i.SKI e •7.V Y: :1te.,k K4:KS7: 0.V -A.e ,,,,,..,,, ;..,... %6`l: li!JZ: Y.y:+RJYXft rote ALtystk YS^.M2' {vy MAHAN & QUALM, INC. 0.. "1c AL6C.'ct,:Pnk flair !F.�M iYA�•74 �GL L � K 8 "SS SSMH -103 E.8 SI M. 268' -2" LL 5" BRICK SHELF 11/2' 24'_0'1: OUTSIDE FACE (EXISTING) OF CMU , „ 24' -0 "= __. (EXISTING) 24' -0 "* (EXISTING) PLANTER -SEE ARCH. -- 24' -0" (EXISTING) 24' -0 "A (EXISTING) L T.O.F. -.. t 24' -0 "t - (EXISTING) T.O.F. 231 -31' r 24' -O "t 24' -0" (EXISTING)_ T.O.F. 26' -4" T.O.F. 24' -0" �. T.O.F. 20 -0 ' 26' -0" T.O.F. 22' -6' 2' -2" OUTSIDE FACE OF CONC. PLANTER- SEE ARCH. T.Q.F. 26' -4" T.O.F. TOF. 26'_4" 61 -41 T.O.PIL. PLANTER -SEE ARCH. CONC. WALL TO 2nd FLOOR BRICK SHELF x VW on 0 1/41/41 �r. 26' -4" T.O.F. 26'_4" EXIST. FTG. -" 5" — BRICK SHELF T.O.F. 23' -3" T.O.PIL. 32'-0" ---NEW SLAB STEP FTG. STEP FTG. T.O.F. TANGENT LINE GLASS T.O.F. T.O.F. 22' -6" U.O.N. 0 N END OF NEW CMU DEPRESSED SLAB (1%2 ") r---- EXIST. SLAB -- NEW W12 COL. UP TO UNDERSIDE OF SECOND FLOOR T.O.F. T.O.F. 25' -2" T.O.F 22' -6" — CONC. WALL TO 3rd FLOOR rl EXIST. SLAB I L NEW SLAB B.O.P. 16' -6" TYP. ALONG GRID "D" T.O.F. ___•__ 27' -8" TYP. INTERIOR FTG. U.Q.N. T.O. PIL. o) EXIST. GRADE BM. BELOW PLANTER - SEE ARCH. T.O.F. 23'-5" EXIST. FLOOR: 5" THICK SLAB W/ W6 x 6 -W1.4 x W1.4 WWF OVER 8" GRAVEL EL. 28' -6" T.O.PIL. .�` BM. BELOW DE 32' -0" N <7� T.O.F. NEW SLAB 12' -0" NEW SLAB 8.1 T.O.F. T.O.F. 27' -8" NEW 8" CONC. WALL TO UNDERSIDE OF 2nd FLOOR T.O. EXIST. FTG. 27' -4" — EXIST. GRADE BM. BELOW 105'..10k„ his" RADIUS INFILL EXIST. - ESCALATOR PIT WP 6' -0 "o TYP. U.O.N. ll II t III I II bJ I fI /1)I -11' H I I I EXISTING -- --�''" VAULT 51/3 FILL WITH IICOMPACTED FILL 12 "SD 2' -0" x 2' -0" x 2' -0" SUMP SEE TYP. DETAIL ON S1.1 NEW WALLS T.O.P. 27' -8" TYP. U.O.N. PIT 1' -O/44" 13' -9%" NEW SLAB T.O SLAB 241r2” INFILL EXIST. 13' -9 )4" I1'_01/4" ESCALATOR PIT NEW SLAB / 1 _ 1 ---- =' NEW 8" CONC. WALL TO UNDERSIDE OF 2nd FLOOR 4" CONC. SLAB ON GRADE w/ 6x6- W1.4xW1.4 WWF TOP OF SLAB EL. 28' -6" T.O.F. B.O.P. T.O.PIL. \9.5/ T.O.F. GI ASS - -•-~'� T.O.F. 21' -1" MH14 -2 T.O.F. II 1 7' -0" NEW SLAB 4 T.0. SLAB 24 , - 6 „- 4 -6 71- ^1' 91.411 r y SIM. 71_4„ --- HYDRANT B.O.P. STEP FTG.' 1 20' -0" NEW SLAB PIT 24' -8" SUMP 19' -0" T.O.F t 1 23 -3 B.O.P. 20' -0" PLANTER- SEE ARCH. - CONC. WALL TO 3rd FLOOR =o 2' -0" x 2' -0" x 2' -0" SUMP SEE TYP. DETAIL ON S1.1 PI T 24'_8" r INFILL EXIST. ELEV. PITS " DOM, T.O.F. T.O. PIL. 27' -8" TYP. STEP FTG. 22' -6" U.O.N. O ' N T.O.F. 23' -9" STEP FTG. 7'-101/21± J0111 L. STEP FTG.Th -� X1"21 . Ir rr.+✓ r .mom ;'rlr4 , �►yi► litee .w.rr _ _rs 4111 � 3�\ T.O.F. 19 1 0.0" i —STEP FTG. 4" DOM ii .I'rI41/ Ii/ IIKI/.r', f1/ %i T.O.F. 21' -0" B.0.P. 2�- 0, Q„ 22'-6 !��6LkiT.'t�E.n EXISTING LOADING DOCK --' SEE DRAWINGS SLD1.1 & SLD2.1 I111I1111' 111111I 11111111111I1111111I11111111111 ,1111111I11111I1I111`1 1IIII111111 TYPE A FOOTING T.O.F.= 27' -8" w/ NEW SLAB i 10" SD 1111111111111I111I111I111I111I111I11i1111I11111111111I111111111111111l1111111I11111111111 ►Iil111111111 l "iggi A101.11& 12' -11/1 13'-11" e 8" CMU DOUBLE ---- - -�-�» p-11• WALL EXISTING VAULT 62 CITY OF TiUKWILA pp ;rIrro JUL 2 4 1987 140 IMO) BUILDING DIVISION C 0 2 4 6 12 24 FEET p SCALE 1/811_11_On COPYRIGHT* 19e TIC CALLISOt1 PARTNERSHIP The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 A Professional Service Corporation ® CONSULTANTS Coffman VFT Engineers 720 OIIve Way, Suite 300 Seattle, Washington. 98101 -1866 (2013) 623 -071; ® REVISIONS No. Date Item ® APPROVALS MENNIMIESERIVIVISSAMINE MITCHELL /CREIGHTON Project Architect CAILAO Drown FAHEY /FIRTH Checked Approved \i G- J\ � a - µ.w6.. / a t.ri OF Z.;y%%� J' ly • N • Registration •s qt. ' c: T�'••' �'itt Q ' sS�UYAL "s • :MEET TITLE FOUNDATION PLAN 86205 APR 2 1987 Project No. Dote m SHEET NO. IIIIMIIIIMINENEMInifferal S2.1 . C. a+ar yCij3.'l.w y 1 SMOOTH CUT TOP --_, 2" OF SACUT LINE (TYP,)' GROUT *4 BAR 0 24"0.C. (TYP.) NEW SHEARWALL 4" EXIST. SLAB SEE PLAN MATCH EXIS COL. FTG. *5 ,' 12 "O.C. CTR O. IN WALL NEW 5" SLAB W/ W.W.F. BONDING AGENT (TYP.) EXIST 5" SLAB BACKFILL PER SPEC. *5 0 12 "O.C. 12" - cr. SECTION Y2 "11_011 NEW COL. SEE PLA4 ---- -�.�^ NEW 5" SLAB — --�� MATCH VERT. REBAR, SEE S3.1 21-0" EMBEDMENT, 2' -0" SPLICE 2' -l" EXIST. CONC. - REMOVE AF TER. - NEW WALL IS IN RACE T EXIST. SLAB et- SEE PLAN EXIST. CONC. - REMOVE AFTER NEW WALL IS IN PLACE '5 15 "O.C. --- EXPANSION JOINT MATERIAL - (2) *5 CONT. -T.O. SLAB 28'_611 cD (4) 1"0 "CHEMSET" ANCHORS C T.O.F. 261-4 "G VERIFY B.O.F. 241 -0" VERIFY r � NEW 8" CMU WALL, SEE S3,2 FOR REINF. TOP OF WALL 0 SIM. SIDEWALK -SEE ARCH. 9 3o B.O.F. 241 -0" DRILL 1/"x9" DEEP HOLE 15"0.C.-INSERT *5 DOWEL & GROUT 12.9 FIN. SLAB REF PLAN SEE PLAN I. 1,11'' 4" ' -111/21 7'2" L 2' -5" SECTION i 11 11-6' S2.1 2 A.C. EA. WAY -- ROLI 4HEN EMT. SURF ACE COAT W/ BON2INc6 ANENT 21 -0" -- 8" CMU WALL W/ *5 0 24 "O.C. VERT. FILL SOLID ALL CELLS (2) *5 IN BOND BEAM *4 0 16"0.C._2'-o" �1s NEW ELEVATOR PIT SLAB 1 '/411 "CHEMSF�T" -- --'' CAPSULE 0 7/21 O.C. SIDEWALK N SEE ARCH. 111 EXIST. NEW SECTION 11 a 1..0" 11 1' ,811 *5 0 10 "0.C. *5 0 24 "O.C. SECTION R ,1/11 = 11_ 011 2 1w' KEY T.O.C. 291.011 FIN. SLAB #'= """ SEE PLAN MATCH. VERT. REBAR, SEE S3.2. 2' -0" EMBEDMENT, 2' -O" SPLICE 11 1\ ! i 2' -1" 21 -t'" SECTION 2 Il *5 0 15 "O.C. EA. WAY -45 0 15 "O.C. An S2.1 24" L2x2x%4 ALL AROUND W/ (2) HEADED STUDS PER SIDE 64 " 0,5 C.Y, ; GRAVEL WEEP HOLE T.O.F. SEE PLAN T.Q.F. SEE PLAN SIDEWALK SEE ARCH. .1Y211 KEY T.O.C. 291 -011 FIN. SLAB SEE PLAN MATCH. VERT. REBAR, SEE 53.2. 2'-O" EMBEDMENT, 2' -0" SPLICE EXIST. CM :I- REMOVE AFTER NEW WALL IS IN PLACE T.O.C. 301-4' EXIST. CONC. - REMOVE AFTER NEW WALL IS IN PLACE EXIST. SLAB SEE PLAN *5 0 15 "O.C. EA. WAY SECTION /I : .11 -011 2 �-- EXIST. 8 "0 SLEEVE 1.0 C.Y. GRAVEL SLOPE BOTTOM TO WEEP HOLE NEW 8"P1 GALV. SLEEVE MATCH EXIST. IyQTE:. SEE DETAIL C /S2.2 FOR INFORMATION NOT NOTED, SECTION 1/2... 114f 4" T.O.C. 28' -0 T1 MATCH VERT. REBAR, SEE S3.1 -2'-0" -0 EMBEDMENT, 2.-0" SPLICE EXIST. CMU-REMOVE AFTER — NEW WALL IS IN PLACE T __ _ 3 8 EXIST. SLAB_, SEE PLAN EXIST. CONC.-REMOVE AFTER NEW WALL IS IN PLACE T.O.F. B.O.F. 24-0" SEE ARCH. 411 1 ,NEW 8" CMU WALL, SEE S3.2 FOR REINF. --- *5 0 15 "O.C. SIDEWALK, SEE ARCH. T.O.C. 28-0'1 l'\ EXIST. FOOTING BEYOND EXIST. CONC. SHEARWALL TO BE REMOVED AFTER NEW BUILDING IS IN PLACE SAWCUT LINE, SMOOTH - CUT TOP 2 INCHES EXIST. 5" SLAB FIN. SLAB SEE PLAN 21 -0" -0. REMOVE SLAB & TOP PORTION - OF GRADE BEAM AFTER EXPANSION AREA IS COMPLETE. COAT EDGE OF EXIST. SLAB & TOP OF EXIST. GRADE BEAM W /BONDING AGENT PRIOR TO REPLACING SLAB T.O. SLAB SEE PLAN o EXIST. EL. 211-0" 21 -0" 0. *5 CONT. (TYP.) ---45 CONT. (TYP.) 1--- 8" CMU WALL BEYOND SEE SECTION H /S2.2 FOR REINF. L 4x3x %4 LLV W/ "0 WELD STUDS ® 24 "O.C. *4 0 16 "O.C. 21 -01' 11B° (2) *5 IN BOND BEAM 8" CMU WALL W/ *5 0 24110.C. VERT. FILL SOLID .ALL CELLS NEW ELEVATOR PIT SLAB T.O. SLAB SEE PLAN *5 0 10 "O.C. *5 0 24110.C. V2" EXPANSION JOINT SECTI ON 11_0 11 a 11 2 ----- EXIST. CONC. SHEARWALL 1' -0 "1 �' TO BE REMOVED AFTER SAWCUT LINE ----- .�- --�ls, NEW BUILDING IS IN PLACE SMOOTH CUT T TOP 2 11 EXIST. 5" SLAB GROUT *4x1' -0" INTO EXIST. SLAB a 24 "O.C. i NEW 4" SLAB EXIST. CONC. GRADE BM. ---- T.O. SHELF .."81-011 T.O.F. SEE PLAN SECTION 211 1' -0" Cam.✓ U 0 GRID "A" E 0 GRID "5" THRESHOLD -SEE ARCH. - ---,� FIN. SLAB T.O. SLAB 0 5EE PLAN SEE PLAN - -aT — \" -S EXIST, SLAB 6" NEW SLAB.. GROUT *4x1' -0" INTO EXIST. SLAB 0 24 "O,C, (TYP.) EXIST. SLAB SEE PLAN N 6MJL. VISQUEEN 8" (NOMINAL) GRAVEL SECTION ([5.) N" = 11_011 S2� SAWCUT LINE SMOOTH CUT TOP 2 ", COAT W/ BONDING AGENT T.O. SLAB SEE PLAN GROUT *4 INTO EXIST. NT , 0 24 "O.C. ALL AROUND 12" EXIST. CONC. WALL B.O. PIT SEE PLAN DIM. POINT FOR 1001 -0" RADIUS 111/2" @ WEST ENTRANCE 91/2" 0 NORTH ENTRANCE T.O.F. SEE PLAN T.O. SLAB EL. 28' -6" CMU OIi CONC, WALL SEE PLAN T.O. CMU EL. 331 -8" 0 GRID H -5 ONLY T.O.C. EL. 32' -0" Aor5f -CP 2 u) 1.1 w z 2 DETAIL /11 = 11 -011 2 6' -6" T.O. SHELF 301 -011 VENEER -SEE ARCH. PLANTER WALL SEE PLAN 1_811 ISEE PLAN NEW 6" CMU WALL NEW COL. SEE PLAN �.� EXIST. CONC. COL. 0 SIM. T.O.C. (BEYOND),. T.O. SLAB 28' -6" (4) 1"0 "C IEMSET" ANCHORS T.O.F• 261-4" VERIFY B.O.F. 24'.011 VERIFY NEW COL. SEE PLAN VENEER- SEE ARCH. T.O.C. 32' -0" *4 CONT. - CONC, CURB T.O. SHELF T.O. SLAB T.G.F. SEE PLAN PLANTER -SEE ARCH. 1/4110 "CHEMSET" - CAP�SULE 2 8 "O.C. *5 ® 12"O.C. EA. WAY miaow. --- EXIST. wrk NEW NOTE: SEE SECTION C /S2,2 FOR INFORMATION NOT NOTED. — SEE SECTION 11/S2.2 FOR PILASTER REINFORCING. SECTION FILL & COMPACT EXIST. NT SECTION _ 11_0 1/11 11 2 *4 CONT. EXPANSION JOINT SEE ARCH. (SIDEWALK SEE ARCH. z8' -0" '4 CONT.' NEW COL. SEE PLAN - -- 4" 11 SECTION 1/211 _ 1' -0" A 14 ®15 "O.C, STD. HOOK .9A NEW COL. SEE PLAN VENEER- SEE ARCH, T.O.C. w J2' -O" PLANTER -SEE ARCH. T.0, SHELF 301 -0" %tit T.O. SLAB SEE PLAN *3 TIES --- NEW SLAB SEE PLAN OUTLINE OF FTG. REMOVED 12II .11_011 — EXIST. 18" SO. CONC. COL. ,.-- EXIST. 5" SLAB FIN, SLAB SEE PLAN 27'-4" VERIFY 241 -2" (2) *5 CONT. EXIST. FTG. 251.0" VERIFY UNDERPINNING (12 "WALL - W / - 6.12'10Z.. EA. FAce) NOTE: SEE PIT DETAILS ON SHEET S1.1 FOR INFORMATION NOT NOTED. SECTI ON -..� �1/ „ : 1' -011 2 NEW CONC. WALL r - T.0, NEW WALL SEE ARCH. :[EXIST. *5 4 15 "0,C. ---- s 1\NEW SIDEWALK - -- N (3) *6 VERT. EA. SIDE SEE ARCH. EXIST. 8" CONC. WALL lQ c� NEW 6" CONC. WALL W/ *5 a 15 "O.C. EA. WAY T ' 0 ; ' (EXIST.) +28 -6 EXISTING CONC. SLAB -ELEV. VARIES SECTION 1/2" 11_011 T.O. SLAB (EXIST.) SEE ARCH. 2' -O' *4 n 16 "O.C. - 14.c., a 30-01 IINLSLA8 e SEE PLAN A� 21.711 T -6" EXPANSION JOINT - SEE ARCH. SIDEWALK SEE ARCH. STD. HOOK SEE ARCH , 4" 5" SIDEWALK SEE ARCH. kr- SEE The Partnership Architecture Prograrnming Planning Interior Design Sigie 300 Seattle, Washington (206) 823-4646 *5 0 15110.C. --- ,! *5 p 15 "O.C. �` 1111 T.O.F. SEE PLAN o u5 CONT. 4" DRAIN - SEE ARCH. NEW 8"0 GALV. SLEEVE EXIST. 84$ SLEEVE NEW 8" CMU WALL 1" GALV. GRATING "WI" COL. SEE SCHED. r. "Wf1 COL. SEE SCHED. NOTE: SEE SECTION M /S2,2 FOR INFORMATION NOT NOTED. SECTION f 2 " =11 -0" ( 11111111111111111111111111 11111I1111111I1II1111I1I111III1I111I1I1I111111 1 11111 1111111111111111 11111111 *3 TIES *3 TIES= *3 TIES .1 1111111111111111111111 I I11III111IIIII111I1II11111111111111111111I1I1I11111111111I11 .,1 41 _.........._ 7/l "11 Amitik SEE 52.3 FOR ANCHOR BOLT PATTERN AND SIZES (TYP.) -Ertl t diV..tal'?.tr1i'i'_.YHVe.t.,,,, RoN;</giW'KfL+4+1,Vev?I6gF+lKfl PKZ SEE SCHED. VENEER - V! j.4 i - 22;A SEE ARCH. T.O.C. v !fA 32'- O "'I�✓I�, t+i Vi SIDEWALK- \ SEE ARCH. L. T.O.C. 281 -0" T.O.F. 231- 3 "EP-- SEE ARCH. CITY OF TUKW* E1J CMG DWI *3 TIES SECTION 2 ". 11_0" COPYRJOHTO 198 THE CALLISON PARTNERSHIP 720.01(ve Way,. ,Silite SOD: (20f4 628-0717 IS APPROVALS 111161MMISSISMIUSIBIZI Archilftt CAILAO Drown Checked -•,:x1441407: 1 1. COLUMN SCHEDULE COLUMN MARK NUMBERS REFERENCE* ELEVATION B-12.9 C-12.9 A -7 A-12 C -12 A -6 A -10 A -11 A.4-5.5 A.4-12.5 A.5-12.9 B.8 -5.1 A-5.1 A -12.9 G.2 -4.7 E.8-4.7 E-4.9 H -4.9 -i ,75A. "9.5 .75A -8.5 F-4.6 6 -4.6 ,9A-75 ,9A -10.5 A - -7,5 A10.5 A.3-8.5 A.3 -9.5 B -8.5 B-9.5 G-5.3 /,� F -5.3 I I 8-5.1 B -6 B -7 B -8 B -10 B -9 B -11 8 -12 C -6 C -7 C -U C -9 C -10 C -11 C -5.1 C.3 -5.1 C.3-6 D 12.3 E.3 -11.7 D.4 -11.7 E.3 -12.9 0 -5.1 D -6 D -8 D -9 D-1O D -11 D -12 E-1O E -11 H -5.1 F,1 -12.6 G-8.8 F-8.8 D.9-8.8 G -10,2 F -10.2 D.9-10.2 M,1 -8,1 M,25 -8.8 M.3 -10 K25 -10.2 M.1 -10 M.3-9 A-6 A -9 L.6 -5.4 D -12.9 .8A -9,7 .8A -8.3 D -'T HIGH ROOF EL. SEE PLAN UPPER THIRD FLOOR f x CO 3 1! x N 3 i in x N Si N, x CO 3 i0 x N � o x N X - -- - 1 W8x24 1 ! -1 I W12x40 1 er x N 3 W8x24 ' M x 0 3 tt) x' N 3 OR LOW ROOF EL. SEE PLAN SPLICE EL. -� r 0 . N x co _L W8x24 _ Cf N x co _L. M x co I u., x N .. W8x24 II W8x24 in x N ® `, THIRD FLOOR EL. I 1 Y�12 x53 __J � SECOND FLOOR EL, M N ` x X O 'R• x O u') x 3 tt) to x 3 x 3 3 X 1 W! I J to x 3 to x 3 W12x40 no to x N X W12 x53 lW12 x53 I I W12x40 h oD x " X 41 FLOOR EL. N $ • 3 i to • ,i- - . . 1 1 _FIRST BOTTOM OF BASE PLATE ! _.i.. EL. VARIES SEE PLAN ____- FOR TOP OF FOOTING BASE PLATE TYPE TYPE 1 TYPE 2 TYPE 2 TYPE 1 TYPE 1 TYPE 2 TYPE 1 TYPE 1 TYPE 2 TYPE 2 TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 2 TYPE 1 TYPE 1 TYPE 2 TYPE 1 TYPE 2 TYPE 2 TYPE 2 BASE PLATE SIZE TXLXW ix15x15 11/4x20x2O 1!/4x20x20 7/x14x14 4x14x14 11/4x20x20 7/nx14x14 ;/4x14x14 11/4x20x20 1 8x22x22 %x14x14 .1x15x15 3%15x15 �1'4x15x15 /ix15x15 x15x15 7/gx14x14 11/4x20x20 .3 x15x15 ---- - 11/4x20x20 11/4x20x2O 11/4x20x20 NOTES: 1. * - ELEVATION IS TO TOP OF FINISHED SLAB U SS OTHERWISE NOTED 2. FIELD WELDED COL., SPLICE PER AISC. briimiga • It COLUMN L (4) 3/4"0 A307 ANCHOR BOLTS TYP. .`BASE 12 SIZE SEE SCHEDULE BASE PLATE TYPE BP -1 NOT TO SCALE COLUMN - D2 ----- COLUMN - 01 It COLUMN '/4 %4 %4 w/ (41A"0 0 A325 BOLTS �4 I SPLICE ELEVATION COLUMN SPLICE Di >D2 COLUMN SPLICE TYPE CS -1 NOT TO SCALE rt COLUMN O U 441 (4) ;4"0 A307 ANCHOR BOLTS TYP. - BASE it SIZE SEE SCHEDULE BASE PLATE TYPE BP--2 NOT TO SCALE TS COLUMN It 1/2 w COLUMN It COLUMN %4 V SPLICE ELEVATION .COLUMN SPLICE TYPE CS -2 NOT TO SCALE (4) Y4"93 A307 ANCHOR BOLTS TYP. TS3x3 BASE PLATE TYPE BP -3 NOT TO SCALE COLUMN --- ,W CO SEE SCHEDULE BEAM "W" EE PLAN w/z (4) eillgs A325 BOLTS SSTIIFFENER EA. SIDE COLUMN TO BEAM CONNECTION TYPE CB -1 NOT TO SCALE 11111! 111111111! IIIIIIIIIIIIIIIII11111111111111 111111I1II1j111111I1111 i 2 :i h W12x65 61 ►12x106 COLUMN W/ (4) ff¢ A325 BOLTS hir / /4 SPLICE Aomil ELEVATION I/4 f\ J. '/4 DETAIL NOT TO SCALE 52.3 1 I.I...IIIIIIIIII IIIIIIIIIIIIIIIII 111111111111(11 IIIIItIIIIIIIIIIIl 11111111111111 11 11i' I1i.;I111111111111IIII,1III1 5 6 7 8 9 10 11 ••Af A! „P''" 12 1.. 't :;.... ..1 ....0 Ft:nw 4.1.4n .. CITY OF TUKWILA pPPpnlrrr) JUL 2 4 1907 GULL Oit1G DIVISION COPW.]GHTO 198 TFE CALLISON PARTNERSHIP The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 A Professional Service Corporation . CONSULTANTS Coffman VFT Engineers 720 OIIve Way, Sults S00 Seattle, Washington. 98101-1858 (208) 828 -0717 M REVISIONS IMMMIIIIMMIIMMUMMIMMIM No. Dote Item 001:030010 I WI APPROVALS INIEISIMMEMMEMENSIMI MITCHELL /CREIGHTON Proieci Architect CAILAO Drown FAHEY /FIRTH Checked Approved es lNl,ci C; ..�: Raglstralion 6! SHEET TITLE ISIZEMMIERANNISMEIR COLUMN SCHEDULE BASE PLATE AND SPLICE DETAILS 86205 Project No. APR 2 1987 Date III SHEET NO. ritiMummeagsgamoliatratt 52.3 n nor•, . ,7 ;;�. :r`r„rr�xr:- r!�..•tS S�+.r= �v;,�sY"��"�!.aw �rn� '?? :'S4>r1V'.A�'e95'Grxn -.�e� �. :,..err ; t4..,t }'. ': co rAvc; 90 OUTSIDE FACE OF EXIST, CMU 1 %z' OUTSIDE FACE' OF NEW CMU 12'-10" 11-ii/727-47-4 OUTSIDE FACE 0 STUDS 61-0", L.6 11' -2" —� K o. i 51- 61/2. OUTSIDE F ACz OF STUDS PLANTER TOPPING SLAB W/ 6x6 -W1.4x 16' -3" H W12x16 (21 **-- 4' -6" 267' -8" 7 BAYS 0 24' -0 168' -O" W18x35 * ** W 8x35 * ** E.8 W12 x16 (2)** W8x10 (21 ** STAIR NO. 2 Stt S6.i- 8.8 11 ti--- 14' -0" � -- a', 12' -0" .. 71-0" I 11 I 11 1 11 T -p--...t..-- 7 -0 4.6'-0-...i..._" ° �0- �'�..' _6 -_°"f O.J. 1'-21/2" ' (n2: — I�OUTSIDE FACE l 62-6 %" OF STUDS W 0x116 (22] * * *t . =n`�✓— YN CONC. F) 12 2 PLCS. �-� ,, in �ilt� SHELF L ,�►'�•o_..�irriiiii �.%►.�i•_ tii�.i.��,po�.�i� tist►�rn�i��i�siiit�,�l►�s�riii W10x12 `14] ** I 1.1.6 .-..� SHELF L 4x4xfifb ** W24 x 76 [20] J b �rttLr L � 9 /1• ■11r�i1• � "�. "r•seY� ��_cr� —cam ....��.. . -111. "�►i�r� r►.�',�r.�.��sv. ?fir r.//Jr %�ApTswC/ /�.��i «'�►%ri /r►.1 rr r�-.�•�i�rr�w'.�.�.�.I�.�s�QV� TOM? --re-c) W12x16 (T.O.S. 611 -7 ") W12x16 (T.O.S. 62' -711) W12 x 16 (T.O.S. 61'-7 ") Wyx W24x68 1201 * * * ** ■•••• IrilL• vprik.4 Ix x • ]IH{I • 14x26118 \W8(x10�1i" ittttiriu ? 1' -3" OUTSIDE FACE OF CMU (ABOVE) OUTSIDE " FACE OF CONC. (6':L0W) -- PLANTER 1.44 QCO H U E3 6 04 62' -9%2' —DEPRESSED SLAB W /TOPPING SLAB - SEE ARCH. hasin .O.C. TOPPING SLAB 63'- 51/2" A T.O.C. (TOPPING SLAB) 63' -4 "/,\ -TS 4x3x%4 TYP, (6) PLCS. 1'-2%2., OUTSIDE FACE OF STUDS & CMU W12x22 [16] 0 61- 0 40.C. 11-6" I 11 -6" — / r• Q TYP. S4.1 BTWN. GRIDS BAR 1x2xCONT. TOP FLANGE THIS SIDE ONLY S ITCH WELD 3" 0 12" 11 • W18 x 40 1261 W18 x 40 (281 62 (261 T.O.C. 62' -9I/21 • • N N 5.5 {6> .75A 18x40 (281 W24x62 DEPRESSED SLAB (1 ") SEE ARCH. 91 -10" .4 5, -5 " 8" 3' -B %„ W8x10 (4) N W18x40 128) W24x62 126) * * * * ** W21 x 333 * ** *** 91.10" 11 221 -6" 9" low TYP. 0 GRIDS W30x191 (10) (..)8 W8x10 141 W12x16 [12) a 6'-0110.C. TYP. W12x22 (161 * * **** L— L__._. _ ___ ..�.. _. 24x26 (EC) E J P _]i �-- 12' -0" 24x26 (EC) 24 x26 (EC) ~- TI — _1I 11 0) 1 - d 1 '� 'N/ (2) ANCHORS I L -- t�- - -- II L_. L N W10x12 21 W18 x 40 (281 0 N _- II� _._. JIB --- -� -- I ii — — N II I' -- E .tar es 24x26 (EC)1( L— I1 ! — W14x22 NI ti W14x22 ti 17 DEPRESSED SLAB (1 ") SEE ARCH. W12x22 116) * * *xt** W18x40 (28] 3M (-9) W8x10 [41 W30x191 [10] 62 (261 * * * *** 121x333 (34] INFILL EXISTING ESCALATOR OPENING 24 x26 (EC) 7F —111 VERIFY W/ MFR.,! L 4x4x546 SHELF ANGLE W/ (2) ANCHORS _JL- — ----1 JL VERIFY W/ MFR. 41/2' CONCRETE OVER 11/2" 20 GA. DECK W /6x6 - W1.4xW1.4 WWF s DECK SPAN FiN. SLAB EL. 63' -0" T.O.S. El. 62'-6" W8x10 [4] r \ ` DEPRESSED 9r� SLAB (11Y2') SEE ARCH. W18x40 (281 W18x40 128] 10 INFiLL EXIST. MECH. OPENINGS TYP. (11) PLACES SEE SECTION H /S4.1 71 -411 W12x16 (12) 6'- 0 "O.C. SIM. ,rr t rrrrwr . W18 x 40 (281 L4x4x INFILL ELEVATOR OPENING W18 x40 128) -W8x10 12] V116 x 26 8 NEW W10x12 (T.O.S. 62' -2 %2') W12x16 112) @ 6'-0 "O.C. W18 x 55 301*' W10x12 [10 Anazarardir INFiLL' `aas ■■■ as .aa..a aaaa Ma e •111:111. .aaaa ■sac. ••a01 . as ••aa .. '.aaaaaa 4.04 .r�1.40 ArArumi cfw.. rAorAr..r-I'.rAmmori ur narlr:nIrroraw r ieario orirs0'tir t1■vlcaaaas N■►il a.ai. a. .r►.. `emit W16x26 (221 W16 x 26 (221 , .44rV✓Ilririi!' iYriI...1. 111∎ .n�r+�Y'� =wow ■�. aa.a�ar°.aa a,�� }a as .a�.�. •��� fir TS HANGER TS HANGER STAIR NO. 4 SEE S6.1 12' -10" 1' -2" W16x26 [221 21_1 %ate. b 111 -11/21 14' -2" EXIST. BUILDING EXPANSION AREA Owes.- 11 15-6%" 61 -9 81 10" ,4t (3) E0. SPACES 3' -9" 3' -10" 16' -456" NOTES: 7'_761 1. * INDICATES T.O.S. 61' -9" 2. ** INDICATES T.O.S. 61'- 2" 3. * ** INDICATES 1.0.S. 59' -11" 4. .***= INDICATES T.O.S. 62' -41/21 5. ** *a* INDICATES T.O.S. 62' -1" 6. * * * * *# INDICATES T.O.S. 62' -5" 1111111 1j111i 'IIIl111I111't11'1'1'1'111 111111 111111111111111111111111111 W8 x24 (61* T.O.C. 621 -4311 T.O.C. 62' -7%2' STAIR NO. 3 SEE S6.1 EQ. EQ. 9'1011 131-11" TO CMU RETURN 11 -21/2„ ° « 1' -21/2' PLANTER OUTSIDE FACE OF STUDS 1-11-0" 31_01 OUTSIDE FACE' OF STUDS 12' -0" DEPRESSED SLAB ( "SYSTEM 80" ROOF-SEE ARCH:) i A.5j 1111111111 11111111111111IIj111lllllllIII lII( lIIIlllIlIlI11111�! �11111�11111111111�1111111111 !I1 �!1111�111111111I ewe AR& :7r ao CITY OF TLIKWILA APPRf►1ED JUL 2 419c17 r +a r +ultU l3UI Dt,1G DIVISION 0 2 4 6 12 24 FEET SCALE�.�"'""�"` 1/8'1.11 -0II CCPYRIOHT@ 198 Thi CALLISON PARTNERSHIP The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 A Processional Service Corporation IA CONSULTANTS Coffman VET Engineers 720 olive Way, Sulte 3O0 Seattle, Washington. 98101 -1856 (2066) 623 -0717 FR REVISIONS No. Data Item %I\ 4OOEkDL)(t Si APPROVALS MITCHELL /CREIGHTON Project Architect CAILAO Drown FAHEY /FIRTH Checked Approved ne °eeee \��� `S to N y•, xi ie. e. 0• p1'' .tCrgr',-r4° y@ Registration SHEET TITLE mum emissmemiumm THIRD FLOOR FRAMING PLAN 86205 Project No. APR 2 1987 Dote M SHEET NO. iiIINIIIIMInammomemil 52,5 SINSESSUNISINSANSIIIISSOSEIFESSIVIEVESIOXM ii�7,t� <74'.>Y /r ._:,�a�'r.•,x� - rs✓:. �. �. r>. rvw,,.'�'�de".1F'J�^JB.�...:�.. 9.1 OUTSIDE FACET' OF EXIST. CMU -'4 41.511 14' -0" 10' -0" 1'- 21/211 b. OUTSIDE FACE OF STUDS G 267' -8" 10 BAYS a 24' -0" = 240' -0" 18'-5" . 5' -7" Tz91-0" �.TS 71 011 81 -011 I 81-0" I OUTSIDE FACE OF STUDS t EXIST. BMS. 141 -4" EXIST. ROOF -.-r. NEW ROOF ETMU ALLBELOW ! ST XIS ! . C ^ W T ABOVE STUD NEW CMU PARAPET WALL ABOVBELOW E .�. SIM. WINDOW HEADS BELOW 12x22 (E) W12x22 ZL x w 11-2%2' OUTSIDE FACE OF STUDS 78'-6 91_81. CMU ABOVE AND BELOW T.O.S. 19'-8" 261 -0" 4._a1I 1' -3" OUTSIDE FACE OF CMU III 71_n:i OUTSIDE FACE OF STUDS ww 7 . g, ,.......w,�.w w.w:ww ... w.., ai v . . �Y w, TYP. ALONG 76 1 -97/8 1 4ii.A GRID "0" l;���IYY�►�..1�4'.ir�Ul� 8x10. TYP.) TS HANGER dit in 5 e$s W8 x 10 STAIR NO. 2 S6.1 .WINDOW HEADS BELOW , ■w■ww.i., w w•+a'..►111M. W18 x401[201 cp 0 0 x x co co W14 x26 (E) TS6x6x1Y4 (TYP.) 0 Tsfi. L6x4x- W 'IDED TS FR 41E FOR "(NNE SEHC -00" (AC-3) U IT: OPERATING WEIPT- 97502 SNP ON TOP - 73002 FRAME WEIGHT' - 30002 ! 200502 W14x26 (TYP.) Li/8222.13j ie"2D.R. W24x76i42 N SIM. /1 J't,J i TS POST TS POST 10x21 (E) /2\ TS POST WELDE6 TS FRAME 6R "TRAN SEHC -050" {AC-6) UNIT: OPERATING WEIGHT -I 94402 SNOW ()N TOP - 1 61602 FRAME'WEIGHT - 2600E 18 002 W14 x26 (E) I 791-01'" TYP. W16x31 T.O.S. 781 -64" (TYP.) GRID "D" W12x22 6'- 0 "0.C. T.O,S. 791-0" (TYP.) GRID "C" W16x50 W12x22 1161 0 61- 6"0.C. Architecture - Pro r.atrlming Planning: • Interior Design W24 x 68 [301 W12x22 1161 0 6'- 6 "0.C. SLOPE W12x22 0 61- 0 "0.C. SLOPE ! I I 1 1 I W12x19 (E) 1 - DO 1 I i 1 I j �j w 1/ 1 I 1 ul 1 r, ( 81 0 of ai °a 0 f `x'-°l x _ N ' ' I 1 1 1 I 1 5i 1 1 , 1 i 01 2'_0111 9' -0" 161_x111 4' all 1 161_x11 j 91_p. a, - .l , ,-1 •tom ; .Li ,L 6x42 1 1QI 1 � �IBELOIY I L 6x4x�8 BELOW ! � ��►! j 4 413x171(EC) EXIST. ( K 1 ( EXIST. ECK 1' -0" ' °0" W12 x 15 6'- 0 "O.C. --------„,„...........--- ---„aa---,..., ).?_ ArA . -f4TarrsismOmv Air.tr A 1 1 � � 1 Q 1�.1 � 'cam! 1 !� c�T 1 W12x14 I W12x14 � W12x14 I W12x14 j # �- 4%' CONCRETE OVER 1/2" 20 GA. DECK W/ 6 x 6 -W1.4 x W1.4 WWF _ DECK SPAN FIN. EL.. 791 -6" T.O.S. EL. - 79' -0" W16 x 31 W16x50 W24 x 94 [721 1423 ZQ Avenue Suite • 304: Seattle. Washington 98101 (2t1S) 623 - 4.646_ . WELDED TS FRAME FOR 1 "TRANE SEHC -050" (AC-5) UNIT: OPERATING WEIGHT- 94402 SNOW ON TOP - 6160' FRAME WEIGHT - 26002 j , 182002 j S4. _ Jl STS 424X%4 1I '1112x16 (FSECO T*t. TS POST ^ �� �TS 424x% �1 L_. a;, �j .4), it W12 x 16 (8ELOw) I 1 6 x 17 (EJ) L6Ty-Ap17, (EB) TYP. 11%2" WIDE , C0NC. CURB - ALL AROUND T.O. CURB 80' -61/2 -r AIi ■friAlir/ II S4 5 4 4.4 1 � �SI1, S4.5 • �� _ 791 -3% I N 4° 2 I c, � �l�' I/►z I �,,__. -SHELF L6x4x�/6 (LLO) T.O.S. �, �" • �N/ ;IIo "CHEMSEL" 791.32' it 4i. AN 0.C. � Jt.. ., SIM.4. L 6x4z% BEL u ' -41/° � or EXIST. DECK rr �� 0.51‘741- i r�ltit ism . / 9 ; \_ ...._,.:.: W21x44 6' -0" W12x22 • 6'- 0"O.C. W21 x44 10 -1 OD.R. pitman YF7`: gr ialrieers /20O1lve Ways iota- 800 Seattle, !Ateahtngton. , 98101.1850 (206} e28 -07 r7 T.J.S. T.O.S W6x15.5 BELOW W16x31 W12x • 2 • 6-0 0.C. W16x50 W24 x84 REACTIONS eA A = 24K 6 � " 1� w12x14 a 6'- 0 "O.C. � , ' -0" �F N 16 "Wx8 "H HOLE 1 11 x.�.. ' BM. W/ )1. x3" 4- 6 STIFFENER it TOP & BOTTOM l W16x31 W24 x55 TS POST SIM. W12x14 6'- 0 "0.C. 14' -9" W12x14 W12x14 W16x50, lww.r•1111c■ww1l► WI x1 n,` i`: c'xi W1Ox12 [8L' 4.0 141 N 0 'D ►n c•-• .-.� 3• X x 1t) 40 11.1 Fes•• T all Q, ,. - ., d�• .. urn M M RX T512x8x TS12x8x TS12x8x E__� TS12 0x6 -1 7S12x8x %6 am∎ .o- .N A� ~ �inr. �tii� if wain , . ......+w . w w � .... a i mAloa^,w O.H. 51 M. 4' -0" PARAPET ... ...' Itt XX'Y•1'!it%0.”••.et mfr.,yr .•a'.■•••••. „, 11 -6%2' _I (FIELD VERIFY) 21 -1i4311 81 -all ..1yt w Ur e9 Md!r•a1'K.f'.A.IAKI rlPil4! Prejecl 'Architect' AILA0` Drown FAHEY /PIft7H. Checked , Approved .. 0118x 40 116] W1e x351132] Air v.00mo. 'r v�111~11 ��v..∎•• ■∎∎∎••.∎.Cler ■homf .i7r r.1l,I► =rte Ijl>�i '4:1 • �6' -10/ i21_3" 6' -10Y2' L • ErY,Ih4.itY4'U,•'•Z•1' WELDED TS FRAME FOR " TRANE SEHC -055" (AC-2) UNIT: OPERATING WEIGHT- 95402 SNOW ON TOP - 6160" FRAME WEIGHT - 33502 190502 11-3" FACE OF STUDS EQ. EQ.b y -10 STAIR NO. 3 1'.211/2'1 SEE S6.1 OUTSIDE FACE OF STUDS W12 x 22 181 11 -2%2" OUTSIDE FACE OF STUDS 11.221: OUTSIDE FACE OF STUDS (4) SPACES 0 61 -0" 121_011 4.0 tRotstratten ":... . Ili iteET T1TLE EBROVg aJvr..sa...x6rrr,.:uv..h+ :y NOTE: (E) DENOTES EXISTING BEAM (STEEL) (EC) DENOTES EXISTING BEAM (CONCRETE) (EJ) DENOTES EXISTING JOIST (CONCRETE) (EB) DENOTES EXISTING BRIDGING (CONCRETE) r s- ,arasrs+usa ' cr z_s:;a,2111eac,.,. EXIST. BUILDING EXPANSION AREA - INDICATES FLOOR AREA: 41/2' CONC. OVER 11/2" GA. FLOOR DECK W/ 6x6- W1.4xW1.4 WWF FIN. SLAB: SEE PLAN T.O.S.: SEE PLAN - INDICATES "SYSTEM" 80 ROOF: FIN. EL.: SEE ARCH. T.O.S.: SEE PLAN IIII II11 1I111IIlhlI111111I111l1IIl1I IIIo1( II1Ill! 11I 1111111IIlII' 11I1I11111I111111 1II11(illllllllllll{ll '..'.,6 1111111111111111111 0 14111•.1111•. 1 1111111111111111111111111111111111111 11111111111111111 11111111 7 `7 9 10 11 "4".11•• '"" 12 n APR 2 4.1987 MAt AN &. pESALVO, INC CITY OF TUKWIt ppprltrc;) . JUL 2 41°97. na MAW u Lp:NG 1;i�1i510 0 2 4 6 12 24 FEET SCALE j18IJ OQte ' copYR1 rt 599 rig CA411Sbry.PUlRtltR9tlip Irso ue" / ri�r, y, WiVSI.l' P• 4trn909MlUfrAYSh7g1T. eR' IYYt'; tl./l' iFiiZ..."v4'Oik'.XstKASgs'!Rf!.' Aft '.G✓i^9VIVY.L,'sNNi.7.'Wr'Rp1:i k4R! 41Y.` .ORIMIM0507,4GkTd45MRt6 '.'1.711i<A✓.W'�ry...F pGiYxyrwci,clittrAV/011 - .. , � . WELDED TS FRAME FOR " TRANE SEHC-055" (AC -1) UNIT: OPERATING WEIGHT- 95402 SNOW ON TOP - 61602 FRAME WEIGHT 33502 W65-65 11 -6%2' _I (FIELD VERIFY) 21 -1i4311 81 -all ..1yt w Ur e9 Md!r•a1'K.f'.A.IAKI rlPil4! Prejecl 'Architect' AILA0` Drown FAHEY /PIft7H. Checked , Approved .. 0118x 40 116] W1e x351132] Air v.00mo. 'r v�111~11 ��v..∎•• ■∎∎∎••.∎.Cler ■homf .i7r r.1l,I► =rte Ijl>�i '4:1 • �6' -10/ i21_3" 6' -10Y2' L • ErY,Ih4.itY4'U,•'•Z•1' WELDED TS FRAME FOR " TRANE SEHC -055" (AC-2) UNIT: OPERATING WEIGHT- 95402 SNOW ON TOP - 6160" FRAME WEIGHT - 33502 190502 11-3" FACE OF STUDS EQ. EQ.b y -10 STAIR NO. 3 1'.211/2'1 SEE S6.1 OUTSIDE FACE OF STUDS W12 x 22 181 11 -2%2" OUTSIDE FACE OF STUDS 11.221: OUTSIDE FACE OF STUDS (4) SPACES 0 61 -0" 121_011 4.0 tRotstratten ":... . Ili iteET T1TLE EBROVg aJvr..sa...x6rrr,.:uv..h+ :y NOTE: (E) DENOTES EXISTING BEAM (STEEL) (EC) DENOTES EXISTING BEAM (CONCRETE) (EJ) DENOTES EXISTING JOIST (CONCRETE) (EB) DENOTES EXISTING BRIDGING (CONCRETE) r s- ,arasrs+usa ' cr z_s:;a,2111eac,.,. EXIST. BUILDING EXPANSION AREA - INDICATES FLOOR AREA: 41/2' CONC. OVER 11/2" GA. FLOOR DECK W/ 6x6- W1.4xW1.4 WWF FIN. SLAB: SEE PLAN T.O.S.: SEE PLAN - INDICATES "SYSTEM" 80 ROOF: FIN. EL.: SEE ARCH. T.O.S.: SEE PLAN IIII II11 1I111IIlhlI111111I111l1IIl1I IIIo1( II1Ill! 11I 1111111IIlII' 11I1I11111I111111 1II11(illllllllllll{ll '..'.,6 1111111111111111111 0 14111•.1111•. 1 1111111111111111111111111111111111111 11111111111111111 11111111 7 `7 9 10 11 "4".11•• '"" 12 n APR 2 4.1987 MAt AN &. pESALVO, INC CITY OF TUKWIt ppprltrc;) . JUL 2 41°97. na MAW u Lp:NG 1;i�1i510 0 2 4 6 12 24 FEET SCALE j18IJ OQte ' copYR1 rt 599 rig CA411Sbry.PUlRtltR9tlip Irso ue" / ri�r, y, WiVSI.l' P• 4trn909MlUfrAYSh7g1T. eR' IYYt'; tl./l' iFiiZ..."v4'Oik'.XstKASgs'!Rf!.' Aft '.G✓i^9VIVY.L,'sNNi.7.'Wr'Rp1:i k4R! 41Y.` .ORIMIM0507,4GkTd45MRt6 '.'1.711i<A✓.W'�ry...F pGiYxyrwci,clittrAV/011 - .. , � . 4 • • H 171' -3" 6 BAYS ® 24'-O" = 144' -0" • CD d CC d 14' -4" 9' -8" 4 -4 11_2W A.J. .� •OUTSIDE F• .E OF STUDS Ti END OF CMU 19' -8" 1' -2%2' OUTSIDE FACE OF STUDS & END OF CMU ‘1. 1' OS - 1 91 -11 /a O.H. SIM. O.H. 26' -O" 14' -O" 7' -0" 7' -0" 12' -O" ' 6' -0" 6' -0 „� - OUTSIDE FACE OF STUDS 1' -3" OUTSIDE FACE OF CMU W12x16 T.O.S. T.O.S. 90'-101/y" �U) CA { L 4x4x33f6 SHELF ANGLE TYP. ALL AROUND ---L3” 20 GA. VERCO TYPE N -24 ROOF DECK SPAN I � • . W16x26 a T.O.S. 98' -10 %" LOWER ROOF SEE SHT. 52.6 D. 9 N SIM. O.H. W18 x 35 W18 x 35 T.O.S. 90' -101/4" CO x T.O.S. 91' -01M" ��TYP. GRID C BRACED FRAME SEE ELEVATION THIS SHEET W18x35 S U W C/) a: T.O.S. 98' -3% T.O.S. 98' -10 %" SIM. r N 1' -2%z" OUTSIDE FACE � OF STUDS ("Si N T.O.S. 92'-0" TYP. GR!D "A' ROOF DECK VERCO "SYSTEM 80" LT EL. VARIES SEE ARCH. W10x33 W10x33 W18x35 1- V/18x351- 1 "re) C8) �9 W12x16 W12x16 ROOF DECK VERCO ''SYSTEM 80" 4' EL. VARIES SEE ARCH. W12x16 W10x33 (TYP.) (0 W12x16 W12x16 W18x35 W18x35 W10x33 1 1 .t • /' v, OUTSIDE FACE OF STUDS ZIA OUTSIDE FACE OF STUDS CO _N 52.71 BRACED FRAME SEE ELEVATION THIS SHEET H.P. OF ROOF 6'_9" 10' -6" 3" 20 GA. VERCO --- TYPE N-24 ROOF DECK I SPAN Ca 0 N LO U- d O �LiJ V p LLI 1 6'-9" W18x35 W18 x 35 4' -6" 4' -6" 6'-7" 6'_7" 11-21/2" T.O.S. 92' -05" TYP. GRID 'A" OUTSIDE FACE OF STUDS (0 , T.O.S. 90'- 10%8' T.O.S. 91' -0141" TYP. THIS LINE CO N 0 N W16x26 0 m (0 W10x12 W18x35 W18x35 LtJ I- = 0 * - VERIFY W/ ELEVATOR MFR. FREIGHT ELEVATOR PENTHOUSE ROOF PLAN T.O.S. SEE PLAN I/8" : 11-0" GRID (1:2 . 5 W12 x40 HOIST BM. (CAPACITY :23K) )16 k %2x81/2x1' -8" W/ (6) 743"t5 A325-F BOLTS 416 )16 3-6 3-6 BRACED FRAME COL.- - SEE COL. SCI-ED. \ DETAIL = Il' %x 107kx 2' -2 %" VI/ (4) 7/f3"0 A325 -F BOLTS \ L 4x3016 LLV %x 10 /8x 2, -2 %" W/ (4) /8 "0 A325-F BOLTS 0 QpgC�s •C, L 4x3x46 LL.V 6 3-6 YI6 7 BRACED FRAME COL. SEE COL. SCHED. T.O.S. SEE PLAN 3 -6 k 1/2x81/2 x 1' -8" W/ (6) 7/6 "o A325 -F BOLTS 346 .DETAIL 1i_(Uf " ;f4" 2 ^ 11 / MACHINE BMS. BY ELEVATOR MFR. t %low.no Ar ArAwo r_ W10 x12 POO N N x x G O MACHINE BEAMS BY MFR. W14x22 T.O.S. • 91, -6141"N W10x12 W14x22 W14 x 22 A ia .f/Ih.Af"r4 drii►A►�r..r�►�/rr�- i►ir:�,�F+► wir'ritAIK.W .r.+,rrw.idrAlrrIV 04•W..ilrrwrAWArAPANir rW4IPW■41I Ara: r'.0 -yr*- A.rAr.Ywi . T.O.S. 90'- 1018' 11.2/2" OUTSIDE FACE OF STUDS 8' -0. 0 SIM. O.H. 111-11/2" I EQ. EQ. , 13' -2" �` •h- 9' -10" T.O.S. 91' -U/8 e 1'-2 %p' OUTSIDE FACE OF STUDS 0.H. FOR PENTHOUSE ROOF SEE PLAN THIS SHEET T.O.S. 9i' -61/q" "TYP. GRID B" 1' -2%2” 1' -21/2" OUTSIDE FACE OUTSIDE FACE OF STUDS - OF STUDS REACTIONS F,? a° NOTES: D.4 LU JI A 24.OK B 43.5K C 16.0K D i1.0K W J d SLOPE DOWN SLOPE DOWN 1/4"/11-0" 1/4"/11-0" 1. BEAM SPACING 8' -0" U.O.N. 2. INDICATES STRAP BRACING ON METAL STUDS, SEE DETAIL 4 THIS SHEET. 0 2 4 6 12 24 FEET SCALE Lrl. 1/8":11-0" 11111111111111111111111111! 1111111111111111111111111111111 ;11111111111 L4 x4 HOIST BM. 0 SIM. MACHINE BMS. BY ELEVATOR MFR. : W/ (3) "o ANCHOR BOLTS SET IN BOND BEAM SECTION "W" BM. %" KERF fQ W/ (3) 3i "o BOLTS 1111111111111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 L. 11 „u,ru,rfFV.x. 17 )16 )16 SECTION a SEE ARCH. TS 5x5 6"x16 GA. STEEL STUDS 0 16"0.C. BRACED FRAME ELEVATION BOL TS ( BOLT STUD / 146 CHANNEL BRIDGING EA. END STUD DETAIL STRAP BRACING 6" STUDS STRAP BRACING r- vIc___+< EA. STUD 6" TRACK DETAIL N.T.S. DECK SEAN S2.7 SEE ARCH. HOIST BM. L4x4x6 %"95' EXP. ANCHORS (2%" EMBEDMENT) SECTION BOND BM. CITY OF TUKWILA AOPPnittm EUR,OtttG DIVISION COPYRIGH10 198 THE CALLISON PARTNERSHIP The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle, Washinaton 98101 (206) 623-4646 A Professional Service Corporation NI CONSULTANTS 61131§11111111=SUMMORIBION Coffman VFT Engineers 720 Oilve Way, Suite SOO Seattle, WashIngton. 98101-1856 (206) 62S-0717 No. Dale Item MITCHELL /CREIGHTON Project Arch' teal CAILAO Drawn Checked Approved 1‘44441-)1 irc:‹ g y G 11"k 36e 40tiAt 10C!* • Registration id SHEET TITLE INIENIERVAINguggigimell HIGH ROOF/ CLERESTORY FRAMING PLAN 86205 Project No. APR 2_19111 Date SHEET NO. NONININNNesummEINOINN S2.7 1 Aiiir IPI i1 A I + P • O I O O/ • - 4r_ .._•.__ i : W/ (3) "o ANCHOR BOLTS SET IN BOND BEAM SECTION "W" BM. %" KERF fQ W/ (3) 3i "o BOLTS 1111111111111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 L. 11 „u,ru,rfFV.x. 17 )16 )16 SECTION a SEE ARCH. TS 5x5 6"x16 GA. STEEL STUDS 0 16"0.C. BRACED FRAME ELEVATION BOL TS ( BOLT STUD / 146 CHANNEL BRIDGING EA. END STUD DETAIL STRAP BRACING 6" STUDS STRAP BRACING r- vIc___+< EA. STUD 6" TRACK DETAIL N.T.S. DECK SEAN S2.7 SEE ARCH. HOIST BM. L4x4x6 %"95' EXP. ANCHORS (2%" EMBEDMENT) SECTION BOND BM. CITY OF TUKWILA AOPPnittm EUR,OtttG DIVISION COPYRIGH10 198 THE CALLISON PARTNERSHIP The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle, Washinaton 98101 (206) 623-4646 A Professional Service Corporation NI CONSULTANTS 61131§11111111=SUMMORIBION Coffman VFT Engineers 720 Oilve Way, Suite SOO Seattle, WashIngton. 98101-1856 (206) 62S-0717 No. Dale Item MITCHELL /CREIGHTON Project Arch' teal CAILAO Drawn Checked Approved 1‘44441-)1 irc:‹ g y G 11"k 36e 40tiAt 10C!* • Registration id SHEET TITLE INIENIERVAINguggigimell HIGH ROOF/ CLERESTORY FRAMING PLAN 86205 Project No. APR 2_19111 Date SHEET NO. NONININNNesummEINOINN S2.7 D J TOP OF CMU 1 931 -411 SIM. O.H. SIM. O.H. -- (2) *5 NEW NEW PARAPET --- (DOUBLE STUD WALL) - PARAPET (2) *5 WALL (BEYOND) ---• . TOP OF CMU 65' -8" (2) * 5 ----- (2) *5 WALL (BEYOND) T.O.C. 63' -0" I1! 1;1 EXIST. CMU SIM. (2) *5 NEW 8" CMU -. 10x35112 (EC) 10 x 35/2 (EC) ,PI! - A.,r....■.'Zr. orrolonsonmer l_ hirommommair vri a" 11 10x35112 (EC EW -CONC. - SP- ANDREL -- .0. CMU 61' -5/211 *5 32 "O.C. VERT. TOP OF STUDS 93' -2" PARAPET (BEYOND) WALL (BEYOND) T.O.C. 65' -8'. THIRD FLOOR SO 63' -On (2) *5 (2) *5 NEW CONC. SPANDREL DOWELS TO MATCH VERTS.�� (2) *5 (TYP.) *5 ® 12 "O.C. VERT., 1 _---- NEW 8 .I.P. WALL ---- (2) *5 *5 ® 32 "O.C. VERT. 111 'i - NEW 8" CMU _ 1 I i'•174-5 I rT -DOWELS TO-MATCH -VER•T-S -1 • --:-7- (2) 15 (TYP.) Iwn rim win in• ff417.2rdal ill pra • tax alAno �rw� Mi tiMru I. rttnrZi rrM.MOMt• 4 NE MIIIIIIIM1111111111111111111111110111111MIN NM =rrl.rr.rr =�Nsum yet r M�rtt� Si II II MIMI MITAMMIIIIIIIIIIIIMMIX1117.. AIM �=--INI � =---M —a IIII*7.11•1 ME .101•111TallaillIUM ILO SECOND FLOOR 46.-8.. r- - (2) *5 T.O.C. 30' -4" (2) *5 S4. SIM. (2) «5 TOP I. r iM• r twi rrlia•I r �.. t rYltwt.ruwrr.rrrw,�� ■Ir,w■rr■.■■■,■Ilsommomma minim III rrr rrrtMr r• .1 t.� M t3�.�� i�ir-i 11-� ltt�111.1 twa ilw■■■•I.I.r.■■rrrMS 1 wt .lrrrrr.rt.�M.rt. r rlrlr.rr tM.w.•r0111 riiiirmaimpoommuml INN =MI WO NMI IM MMEINX/ 1111111111111111111•1 Mt wnww..r MC�rw�rltwr.�ttirMii 111•111•1111•11111H01 MIMI min= NUM MlItwMr ag.m�rrrrr. nrrrrrrirrrr mums MINIM ME NORM IIIIIMMINIMMIMI •11 � �wrr.tw.rrttrlL.r r ...��., .. r•M.rrr •rt.tt.rr r1.. mum animmor ims 1.1 mos ram am a trim mime moolowoomminsir wllwr.rrr r.•.rr •moormr wt mono _me rtwrrrtttMM.r..rrrr . r■ •m- r row s 'rrr...wlww,tMl�i r - -I- -- #Irl•MrIM-- rr • mori�tttirrtt �ttt•: Li= rJrrrrrrrur•m,. trr mime Maar 11111M111111111 A 10.51 9.7 9.5 1 NOTE: SEE ARCHITECTURAL FOR RELIEVING ANGLE LOCATIONS, SEE S5.1 FOR CONNECTIONS. WEST ELEVATION 8.5 8.3 1/0" 11 -G11 7.5j 7 O.H. 5.1 O.H. 4. • (2) *5 TOP 1 (2) *5 (TYP.) 115 12 "O.C. VERT. 10:, T.O.S. 62'-6" (2) #5 10" T.O.C. 65' -8" *5 0 12"0.C. HOR DOWELS TO MATCH VERT .___ �r 1 *5 ® 32 "O.C. VERT. 0 S 1) B.O. CMU 63' -6" LA-- (2) *5 T.O.C. 611 -8" 2' -10" IU n o.c. 65' -8" (2) *5 MI r 1 .I rM•-- " °W ..�Mr•rYn rots rr.�r r.M ���.M�r.r.w,r anolo rtrrrrMrt '..rrrt.•�.rr• - N .IZi�rMTii- OMrr.ii -- r�.. r rrr.t 10•11111111/ .. .d111111111111 NM MIMS, ,. nttr.r r M■ tmttrn.t iro '''. �rrrr ZZ~1 INIMIIIMM MN IV t tA111t�rMr11 1Mi :r::rs „Mrr..M.rraMII.M.. wwrrrrrr..vr, r. , MAIL 1111111111.144 wt, �'somere fir.. .itiliwiirTrirrtrrur mum mum rrtrti ressommemomosisms 1•Mrr11111111rr•rrrr. r�ir.tit�w�.1Mr��i ,tai 1Ar�r NMI ,•. •„w t wpm mosnoso alr,lis lsomminommurisso r.rnr rr t.,. n.rr.rttt'tL_L�trto ~�>wr '' .rr'�iilr mil -r�rrMINIM li IMAM= =MUM 11r.rMrrAMlr .rrr•u. =•• =IMO wraM •rlMlr SIM. (2) *5 (2) *5 (2) *5 (2) *5 (TYP.) *5 ® 12 "O.C. VERT. M S2 DOWELS TO MATCH VERTS. TOP OF CMU 9 93' -411 - WALL (BEYOND) THIRD FLOOR & T.O.C. / � 63` -G" J L_ (2) *5 NOTE: SEE ARCHITECTURAL FOR RELIEVING ANGLE LOCATIONS, SEE S5.1 FOR CONNECTIONS. NORTH ELEVATION /811 = 11_G11 MIME 1111111111111111111111111111 1 1 .L 714!. N(. 1 1;1111111111111 111111111111111;11111111!1111 F 7 111111111► 111111111111111111111111111111111111111111 111t1111I11I11�....., f2 ca 1() 11 ""JNUYV.••' 12 SECOND FL OOR 46'-8" FIRST FLOOR Ce 28 -6 G9LrtfytVgGy� Y' / n t�,���,.11 4.11 Ark FIRST FLOOR 28' -6" CITY OF TUKWILA APPPna1:D JUL 2 41981 tt Nutt!) 6IJILD::iG (DIVISION COPYRIGHT@ 198 THE CALV.SON PARTNERSHIP The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 A Protessionnl Service Corporation ® CONSULTANTS Coffman VFT Engineers 720 011vo Way, Suite 800 Seattle, Washington. 98101-1858 (208) 823 -0717 ® REVISIONS IMIXIMENISSEMONINaliffillall No. Date Item 1� 4DoctocJ 1 *1 APPROVA_S DIMIRIEEMSEnamms MITCHELL /CREIGHTON Project Architect CAILAO Drawn FAHEY /FIRTH Checked Approved Registration SHEET TITLE NORDIMBERNMENRINNIPM STRUCTURAL BUILDING ELEVATIONS _86205 Project No. SHEET W. APR 2 1987 Date S3.1 MUM= 611111MENIMINISSINNWINI P.0 77T0 C :2. X TOP OF EXIST. CONC. BMS. 79 -611 PARAPET (BEYOND) 0 • *5 0 32 "O.C. VERT. 23" DEEP CONC. BM. A S3. 26 -0 "t r 1111 ir_1r_rr_ IN _____u 411 rrwr IOU NEW 11r._wrr__■ r Ilr�•. : rwr ■_ ___■ rwwr_ -- *5 0 32 "O.C. VERT. a (2) *5 iP 48 "O.C. HORIZ. NEW PARAPET (8" CMU) _R 23" DEEP CONC. BM. EXIST. CMU INFILL W /8" CMU BOND BEAM TOP 8 BO'i, a MAX. 4'- 0 "O,C, ''-- - 1•z-I----------------- - - - - -. --- -1-11--------- - - - - -- 1- —i I-- --- 5 31_10" TOP OF EXIST. CMU s 79 -6 (2) *5 6 1 1 8 1 8.3 L. cs a L.. NOTE: SEE ARCHITECTURAL FOR RELIEVING ANGLE LOCATIONS, SEE S5.1 FOR CONNECTIONS. —*1 II EXIST. PENTHOUSE ---�'' 11�J ' ..L J T 9.7 10 *5 0 32 "O.C. VERT. — NEW PARAPET (8" CMU) FACE OF EXIST, CMU TOP OF CMU 65' -8" 1:_611 (2) 45 --- IN tl_l NOM 111 1�. II .'1lr11 O lr_ W 11_I _rwr 1 Ilfl _r 1 ulI tr•- MI NM MT WII WWI J. Q' 0 if) 1 15 0 32 "O.C. VERT. SI M, JOIST JOIST 3' -O" (TYP.) FIELD VERIFY 1 *5 x 2' -3" BTWN. JOI STS *5 12 "0.C. SECTION 1/211 : 11_o'1 ,: f: OCfiY:i l.fril�i.,?fl': /: ..4M.il'.'•!4YN 1&iF4�7A.' dill.^!': 'r. -'r3:' 411 "!..''_..?•'�-'.np,a.:rMrny.: h'w!I DRILL 2 "0 THRU HOLE, GROUT *5 x 2' -0" THRU EACH JOIST c• EXIST. FTG. NN 0 E.8 -,AI EXIST. BU1L !NG W/ NEW PARAPET 2) #5- EXPANSION AREA —*Mrs r__all MAO _ .iMIUrANil MN 111111 1 uiiirirw__r wl_ 1 rl_r.1.. A 't':#i ■r11t •rl1=I�1 1■ w _ r ■...1l.w_ NNW 11111 11111 WIwwl_rwrrr ► .M# _h 11 r 1I_ 1_4 I _ ___1www1 rant *N1"L-317 .iw_w ii�aw•� iaii r- .lii1111r1rr 1_ rlir _1111 1__■1■■_urn B. 4 B.4 B SIN. O.H. rervirmano alit= 4. (2) *5 EXIST. CONC. "01 t_ a101 ..-- (2) *5 *5 t, 32 "O.C. VERT. (2) 15 NEW 8" CMU (2) x5 (2) *5 o 148 "O.C. HOR 7_11. Nr_1r1■ ..111111 �1'1rr1 Nn. r ■1■ _I 11 a1r11. wllw __I, ll _Iw1r A' #ww i�rtr •••VIII ••r isirigralarim um mai la owillIWW11111/n0 WIN MIN _ ■__w_1 1 ■_w_w_1r1r __ _rw trill. a_r__alrw ___ _I ■1 Ir__r�_rt11 ��1r_l___u■I r____I!I mg ___ Ir�Irw t ww- hilt. #Z'1�r_____ _. }_ww1.I_1. _ __r, ow_ Ilwt�_*ii■l..rlr111M It__1/4,6frt/ v (2) *5 DOWELS TO MA ERTS. L_ 1 ,II_GII I 81 -0" 11_0" EAST ELEVATION vs" = 11_01. Z,5j 1() N 10' -011 EXIST. WALL SEE kAN EXIST. CMU WALL *5 0 12 "O.C. VERT. *5 0 12 "O.C. VERT. EXIST. 18" SO. CON:;. COL. C'J ni 0 �--- EXIST. 18" SO. CONC. COL. NEW 8" CONC. ( "SHOTCRETEj1) WALL "OFF GRID ", SEE PLAN FOR LOCATION (2) *5 EXIST. FTG. DOWELS TO MATCH VERT. USE % "0 "CHEMSET" CAPSULES IN EXIST. FTGS. 1 EXIST. FTG. NOTE: SEE ARCHITECTURALIFCR RELIEVING ANGLE LOCATIONS, SEE S5.1 FOR CONNECTIONS. NEW 8" CONC. WALL ( SHOTCRETE) W/ *5 0 12 "O.C. EA. WAY DOWELS TO MATCH VERT. SOUTH ELEVATION USE E %" "CHEMSET" CAPSULES FTGS. IN 11_O" EXIST. *501-0" W/ %"0 "CHEMSET" CAPSULE (6" EMBEDMENT) 0 12 "O.C. • • 1 • • ,.wstsce. -- 115x1' -10" W/ %"o - -_____ "CHEMSET" CAPSULE (6" EMBEDMENT) 0 12 "O.C. C1J EXIST. FTG. THIRD " D FLOOR 8 63' -0 SECOND FLOOR 46'-8" r� --- -- -° EXIST 8" CONC. WALL .._ NEW 8" CONC. ( "SHOTCRETE ") WALL "OFF GRID ", SEE PLAN FOR LOCATION 3 TIES 12 "O.C. (4) *5 — EXIST. 18" SO CONC. COL. `,Otr:%rlfY. ?V ae..... • N'iOfYllt.A.3IK'¢'i.1)xi+[ EXIST. W12 (TYP.) 24' -0" SECTION 11_0 1/ 11 : 11 2 r _— Sf=.CTION {G 1/211 : 11_0.1 _.. a ...- ..w..+.- .+.,.'a.n.iv.ars:i w�r�e'vr.•.,+.rticaicwr..r w.........-,...... ..«....�,,.., ................ww �..s.;.....y:...r. 24' -0" SECTION 1/2" = 11_011 2 111111111111111111111111111111111111111111111111 1 111 1 111111 11111111111111 0 6,I,..,Nl,. 1 2 4 I3 TIES 12 "O.C. (4) *5 -- "OFF GRID", SEE PLAN FOR LOCATION / NEW 8" CONC. WALL (SHOTCRETE) W/ *5 12 "O.C. EA. WAY • • • =41 FIRST F LOOR 28 -6 EXIST. W12 COL.(TYP.) '5x1'-10" Irk/ %"J U "CHEMSET" CAPSULE (6" EMBEDMENT) 12 "O.C. *5x11-3" W/ %"91 "CHEMSET" CAPSULE (6" EMBEDMENT) 12 "O.C. 0 (2) *5— M SEE LAN TOP OF CMU 9s -4 WALL (BEYOND) TOP OF CMU 65-8" THIRD FLOOR 63'-0" ® 4S 6 EC-08N!) FLOOR 0 SI M. 9" 4' -0" NEW 8" CMU Vi- NEL-,SEE ARCH. ---- -� I` t5 W/ %"91 "CHEMSET"- - CAPSULE (6" EMBEDMENT) 32 "O.C. N SEE PLAN FIRST FLOOR 28'o" SEE PLAN -- 6" 16 GA. TRACK W/ %"0 EXPANSION ANCHORS (2 " EMBEDMENT) 0 48 "O.C. —6" 16 GA. STEEL STUDS ® 16 "O.C. r, 0 79'-6" VERIFY _ 1 CC GROUT AS REQ'D -- t5 W/ % "o "CHEMSET" CAPSULE (6" EMBEDMENT) ® 32 "O.C. BOND BM. W/ (2) "5 NEW 8" CMU EXIST.°-' LOUVER OPENINGS ONLY N SECTION %2 1/ " - 11_0" EXIST. CMU NEW CMU rll �1 - -- - - -1�- TS 12xW46 T.O.S. 801-71/2" GROUT AS REQ'D VENE ER '1 STIFF. 12 %q 0 48 "O.C. EXIST. CONC. JOISTS •� 1/2x3x11 -3" w/ %"o EXPANSION ANCHORS (2'74" EMBEDMENT) 0 16 "O.C. EXIST. CONC. BM. NOTE: SEE SECTION P /S4.4 FOR INFORMATION NOT NOTED. *5x2' -6" W/ g,"o "CHEMSET" CAPSULE (6" EMBEDMENT) 0 '18 "O.C. 9 TIES 12''O.C. (4) *5 EXIST. 18" SQ. CONC. COL. 5 1111111111111111111111 111,111 II�'1!i!I ) 7 8 V SECTION 2 11 : 11_011 SECTION 1/211: 11.01. EXIST. CONC. 1111111111111 11111! 11111111 1111111111111111111111111111111 y10 11 NLff81Gf4VCN. 12 CUT LINE *5x21_6" W/ %"o "CHEMSET" CAPSULE (6" EMBEDMENT) 0 32 "O.C. BOND BM. W/ (2) 15 GROUT AS REO'D. TO MATCH COURSING 63' -G" 4- EXIST. CONC. JOISTS EXIST. CONC. BM. SECTION Ira" = 11_011 SEE PLAN J NEW 8" WALL (SHOTCRETE) S3.2 SECTION 1/2". 1I_0 :1 EXIST. CONC. GROUT IN *5x1' -3" a 15 "0.C. (2) *5 _" 0x5" HEADED STUDS 0 15 "O.C. C8x11.5 FRAME TYP. JAMB SECTION CITY OF TUKWILA APPRn111=D JUL 2 4 1987 ro (*WILD EU?L O:NG DIVISION COPYRIGH1* 19B Ttf` CALLISON PARTKRSHIP The Cafflson Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle, Washingtcn 98101 (206) 623 -4646 A Professional Service Corporation B CONSULTANTS Coffman VFT Engineers 720 olive Way, Suite 300 Seattle, WashlnOton. 98101 -1856 (206) 623 -0717 REVISIONS SIONIUSIONEOMMEIMMEM No. Date Item II APPROVALS VallIESEIHNIEGNIMMENES Project Archilecl CAILAO Drawn Checked Approved Registration BUILDING ELEVATIONS Project No. APR 2 1987 Date IN SHEET NC. 111811111111111111nammintemal S3.2 • rs 1 EXIST. CMU WALL REMOVE AFTER NEW CMU WALL IS IN PLACE FIN. SLAB SEE PLAN NEW 8" CMU WALL SEE 53.1 FOR REINF. *5 CONT. TOP & BOT. EXIST. CONC. ---r` SPANDREL % "0 "CHEMSET" ANCHORS (51/2' EMBEDMENT) W/ 15 REBAR 16 "O.C. TOP & BOT. (40 KSI) I'a EXIST. CMU WALL REMOVE AFTER NEW CMU WALL IS IN PLACE SECTION 1 11 r. 11 -011 2 %"0 "CHEMSET" --r, W /'5 REBAR 16 "O.C. TOP & BOT.- STAGGER -118" EXIST. CONC. SPANDREL T.O. EXIST. SLAB 63' -0" 11 •' r1 �mF j1 EXIST. CMU WALL .,j REMOVE AFTER NEW CMU WALL IS IN PLACE NEW 8" CMU WALL SEE S3.1 FOR REINF. RELIEVING ANGLE - FOR LOCATION, SEE ARCH. FOR FASTENING, SEE S5.1 *5 CONT. TOP & BOTTOM 65 -8 *5 15 "O.C. VERT. -NEW 8" CMU WALL SEE S3.1 FOR REINF. -� EXIST. STEEL COL. -lijr, .SECTION NEW 8" CMU WALL SEE S3.1 FOR REINF. 4411 11.011 S4.1 z NEW 8" CMU WALL - SEE S3.1 FOR REINF. 115x2'-6" 32 "0.C. 1' -3" - RELIEVING ANGLE - FOR LOCATION, SEE ARCH. FOR FASTENING, SEE S5.1 T 65-8 \-- (2) a5 CONT. TOP + \I L3x3x1/4" CONT: 36 , STIFFENER 14" It.--"" 4'- 0 "O.C. IIW" BEAM, SEE PLAN 1111" 21 -2" SECTION .3411 11_011 1' -6" 11 wll T.Q.S. 4 "0 x7" HEADED STUDS 0 1'-0 "O.C. a3 TIES a 24 "O.C. (6) 45 CONT. 8" C.1.P. WALL SEE 53.1 FOR REINF. RELIEVING ANGLE - ��- FOR LOCATION, SEE ARCH. FOR FASTENING, SEE 55.1 NEW 8" CMU WALL - - ---�` SEE S3.1 FOR REINF. *5 0 32 "O.C. 18" T.O.S. 62' -6" I /21k W/ (4) 1"s A325 BOLTS (SLOTTED HOLES) FIN. SLAB -14,4 SEE PLAN ® T.O.S. SEE PLAN "W" BM. SEE PLAN - EXIST. CONC. BM. "W" BEAM, SEE PLAN L4x4x14 6'- 0 "O.C. NEW 8" CMU WALL SEE S3.1 FOR REINF. t. 12 x 11 x11-6" - W/ (6) 1 "0 "CHEMSET" ANCHORS (64" EMBEDMENT) FIN. SLAB SEE PLAN (2) *5 CONT. IN BOND BEAM � i11aI1 SECTION 1\.122„/ GRID TVT e4 a 16 "O.C. 24" - N FIN SLAB $ SEE PLAN T.O.S. SEE PLAN 11' 1/211 451/ (2) BOLTS GROUT -- ---- "' 1 "W" BEAM, SEE PLAN 1 11 111 BM J SEE PLAN SECTION T.O. EXIST. CONC. SEE PLAN La---- CAST STONE SEE ARCH. NOTE: SEE SECTION B /S4.1 & K /S4.1 FOR INFORMATION NOT NOTED. 111 " 21 -211 SECTION I1 11_011 "W" BM. (BEYOND) SEE SECT. K /S4.1 COL. SEE PLAN 14 14 SI M. NEW "W" BM. SEE PLAN EXIST. 32" x52" CONC. BM. "W" COL. SEE ----- -`. SCHEDULE 65 -8r�- STIFFENER %" k TOP & BOTTOM (N.S. & F.S.) In BM. SEE PLAN TYPE14 V % "0 "CHEMSET" ANCHOR -~ W/ *5x2'-6" BAR 0 16 "O.C. T.O.C. SEE PLAN ,k W24x55 CMU & "W" BEAM SECTION (C 411 = 11 -011 5 SEE PLAN •-i 911 FLOOR LINE - BEYOND 62 -6 X11611 COAT EXIST. CONC. W/ 7 BONDING AGENT PRIOR TO POURING NEW SLAB i 4 "Ox0' -31�"` HEADED STUD 0.24 O.C. EXIST. CONC. BEAM --° S. T.O.S. SEE PLAN "W" BEAM SEE PLAN L 4x4x1/4C0NT. W/ %" O EXP. ANCHORS a 4'- 0 "O.C. (2" MIN. EMBEDMENT) & STIFF. 114" • D 4'- 0 "O.C. STAGGERED SECTION R'' 11 : 11 -011 S2.4, S2.5 SEE PLAN /2" W/ (5) 111 A325 BOLTS (LONG SLOTTED HOLES) WELDMENT (I t "W" BM. SEE PLAN I ,,r 1 "s6 "CHEMSET" ANGEIORS (bid" EMBEDMENT) EXIST. 8" CONC. WALL J EXIST. 18" SQ. CONC. COL. DRILL 11/2"0 HOLE - INSERT -" *5 BAR & GRi.>�+T - SEE S3.2 FOR REBAR SPACING DETAIL 3/" 4 12x4x1' -3" EA. SIDE / W/ (5) 7 % "0 A325 BOLTS SECTION ," * 11 -OII S2.4 74 NEW "W'I BIM SEE PLAN 1x12x1' -3" W/ (6) 1"0 "CHEMSET" ANCHORS (618" EMBEDMENT) NEW 8" CMU WALL W1G BM. -- 8" CMU - SEE 53.1 FOR REINF. 1211 FACE OF METAL STUDS ----- ---�I, SEE PLAN -FACE OF CONC. TOPPING SLAB & T, H. ( "SYSTEM ILESEE 80ARC" S M.) ® I 9 T.O. CURB 63 -8 T.AC.n -- - 65 -8 1_ *4 16"0.C.- 14 SEE ARCH SEE 21 -2" 2 -12 .0.0 SEE PLAN TRENCH DRAIN (SEE ARCH) T.O.C. SEE PLAN -*- 4" CMU "W" BEAM SEE PLAN --- *5 ®48 "O.C. --`' W24 W24 STUB 1`u IRD/ /Z %" I ►� SEE PLAN , FACE OF CONC. - ---- -- -_.III -- - ---- FACE OF METAL STUDS I O � O /' T.O. CURB 63' -8" SEE PLAN L 3x3x14 CONT. --- 6" x16 CA. STEEL STUDS 16 "O.C. 16" "W" BM. SEE PLAN W21 BM. SEE PLAN -- %" W/ (4) 3 / "0 A325 BOLTS (LONG SLOTTED HOLES) SECTION 11:11 -0" S2..5 12.9 13 0 SEE PLAN T.O.S. SEE PLAN EXIST. 8" CMU WALL -1"0 "CHEMSET" ANCHORS (FARSIDE) F1 1�. SLAB SEE PLAN 4 T.O.S. m I SEE PLAN NEW W16 BM. (FARSIDE) SEE PLAN 10" 10" 61 -5" (FIELD VERIFY) �-- EXIST. 3" SLAB EXIST. 6x14 CONC. JOIST SECTION =1'-0" 4 T.O. EX ST. CONC. 1.4 SEE PLAN it 1" EA. SIDE w/ (5) 7/8 "0 A325 BOLTS k 1x12x11 -3" W/ (6) 1110 "CHEMSET" ANCHORS (618" EMBEDMENT) EXIST. 20x24 CONC. BM. 14 14 - "W" BM. SEE PLAN SECTION 1 1111111111111111i ; 1 1111111111111111 !1111111111111111 S4.1 EXIST. 8" CONC. WALL -.- OUTLINE CF NEW WELDMENT (FARSIDE) EXIST. 18" SQ. CONC. COL. W10x35 !NFIL L BEAM ' 61 -011 "W" BEAM SEE PLAN 61 -0" SEE PLAN oto !iL: 110416 117 12' -0" SECTION VII - 11 -011 DES - SEE PLAN • 16 "O.C. FIN. SLAB SEE PLAN "W" BM. SEE PLAN 631 -0" 61' -7% �sN4-24 116 V4-24 16 GA. TRACK (CONT.) C6x16 GA. STEEL STUDS It 24 "O.C. 5.1 1 5 EXIST CMU WALL EXIST. CONC. 0 O c V SIM. ti L- . 631-011r 05 0 48 "O.C. 2' -011 -04 Q 16"O.C. ��-- -- 8" C.I.P. WALL SEE 53.1 FOR REINF. (2) 1(x'1 ~---� LW/ (12) 11'16 BOLTS 11N DOUBLE SHEAR L 4x4x6 CONT. SEE - PLAN FOR RADIUS Is • • • • • • • e A OOOOOOiO_ I ! 116 N4 -24 j6 V4-24 ," 1 /4 =1-0 " VARIES - SEE PLAN 7 L 4x4x/ CONT. W/ % "o EXPANSION ANCHORS (24' MIN. EMBEDMENT) fl 4'- 0 "O.C. T , I , 2i" GROUT • IN . 6,3 -0" s ----TOPPING SLAB -- N3-12 I/k3 -12 EXIST. FLOOR EXIST. 3" SLAB T.O. EXIST. CONS SEE PLAN NEW FLOOR - ts■•fr► -112 "1 GROUT (2) %110 EXPANSION ANCHORS "W" BM. SEE PLAN SAWCUT - COAT W/ BONDING AGENT PRIOR TO POURING NEW FLOOR L 4x4x1/4 CONT. W/ %"95 EXPANSION ANCHORS (2344" MIN. EMBEDMENT) gi 4'- 0 "O.C. EXIST. 6x14 JOIST -/� L 3x3x1/4 W10 SPACING 111111 1111111I11111111111111111III1111111I11111111111 111111I III; 1111i11111111111 3" 11 -6i1� (FIELD VERIFY) SECTION 11 : 11 -QII W10 BM. SEE PLAN "W" BM. SEE PLAN ifrvik T.O.S. 59'-11" (FIELD VERIFY) L 4x4xj6 CONT. SEE PLAN FOR RADIUS 716 V-4 :a-- -- CAST STONE I SEE ARCH. T.O.S. • SEE PLAN L 3x3x6 I ® 6'- 0 "O.C. - ''- ---- "W" BM. SEE PLAN �-- STIFF. it Ih" VARIES I � I I L.. A 8.0. SOFFIT SEE ARCH 16 GA, TRACK (CONT.) C6x16 GA. STEEL STUDS 99 24 "O.C. ,•- ---- -- CAST STONE SEE ARCH. SECTION (F 3" _1' -0" EXIST. FLOOR NEW FLOOR 1- 1' -6" 1/2114/21 6" L 3x3x4fs 61- 0 "O.C. COL. BEYOND r--- SAWCUT - COAT W! BONDING AGENT PRIOR TO POURING NEW FLOOR EXIST. 6x14 JOIST Ip 4611 W/ (4) "`o BOLTS (LONG SLOTTED HOLES) L SECTION 3r" 11.011 1 ' TN '-I-� "W" BM. SEE PLANTY OF TUKWILA pprintrcf) JUL 2 4 1987 ~- L 4x4x1/4 CONT. W/ % "g EXPANSION ANCHORS to 4'- 0 "0.C. /2" W/ (6) 1"O "CHEMSET" ANCHORS (61 4" EMBEDMENT) B 0 SOFFIT SEE ARCH na iruir I 6JIt_C7�t.i viVTI -0-4- COPYRIGH'f(l;+ 199 THE CALLISON PARTNERSHIP The CaIIison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 A Professional Servict Corporation X CONSULTANTS IBMWEIXIMXXXMXITEXIE Coffman VFT Engineers 720 Olive Way, Suite 300 Seattle, Washington. 98101 -1858 (208) 823 -0717 II REVISIONS IMMMIMMEMMMIMMOOMMIMIMMISI No. Date Item ADOGOOLJA ® APPROVALS MIMMIMMIMMIMMEffinumm MITCHELL /CREIGHTON Project Architect CARLAO Drawn FAHEY /FIRTH Checked Approved Registration MI SHEET TITLE Mgfigiarginingsgamagnew FLOOR SECTIONS AND DETAILS 86205 Project No. APR 2 1987 Dote 196 SHEET NO. MIMMOMIIIMMIStainumazolid S4,1 0Vi %147 .4:1c.: ,n : .7.4,r�,:'r.,�,st;�......:,c.::. -3 c2R7. z+'. T�. G!.:, t�:C >lrxza.^saanr..cslrin.:�.,. >LOT.EJ EXIST. 4" SLAB DRYPACK ifs 6' -51/2" 8" 5' -10" SEE PLAN DRYPACK "W" BM. SEE PLAN 3%2. EXIST. CONC. BM. (BEYOND) 1' -6" 3/2 SECTION 2 EXIST. CONC. BM. 11'0 "CHEMSET" ANCHORS (6) REO'D. (61/e" EMBEDMENT) �-- EXIST. CONC. BM. �" EXPANSION ANCHORS, (4) REO'D. DRYPACK W8 x 24 W12 BM. SEE PLAN ft 1/2" W/ (3) BOLTS ``�i1'` --- EXIST. 10x20 CONC. COL. REMOVE ONLY AFTER NEW COLUMN IS IN PLACE ESCALATOR TRUSS 3/2' NEW W12 COL. w/ v' CAP it «/4 V SECTION S2.5, 11 44 " =1' -0.. 4 2' -1 ;" 1._53/" a SEE MFR. _141\3-12 1/q 3 -12 SEE PLAN I "W" BM. SEE PLAN STIFF. IL 1/4" NOTE: SEE SECT. M /S4.2 FOR INFORMATION NOT NOTED. SECTION 1:1' 3j'" = 1' -0" a GRID 32.5 11-6" .a-- INFILL L 3x3x1/4 (CONT) 11 EXIST. FLOOR EXIST. 4" SLAB "W" BM. SEE PLAN TS 6x6x /4 ---- SECTION / " °1' -0" 2 SEE PLAN SEE PLAN DRYPACK EXIST. CONC. BM. "W" BM. SEE PLAN 3" , 131/2" WIP r. M I/4 EXIST. 4" SLAB GRID "W" BM. SEE PLAN EXIST. � CONC. BM, SECTION /" : 1'_0n 2 SIM. '/4 3 -12 3-12 SEE PLAN ---.4/4" EXPANSION ANCHORS, (4) REQ'D. EXIST. CONC. JOIST SEE PLAN EXIST. CONC. BM. (BEYOND) 414" "CHEMSET" ANCHORS, (4) RF.Q'D. (6/e" EMBEDMENT) FACE OF STUDS - --' 6" 16 GA. STEEL STUDS 0 16 "O.C. *4 CONT. T.O.CURB 64' -0" 631 -0" SEE PLAN 1/2" i - ----- FACE OF CONC. "} DRYPACK �• - NEW "W" 'dOL. W / /2 " CAP I? SEE PLAN (t. COL. F.1 SECTION 4 - -- BRICK VENEER SEE ARCH. SEE PLAN/ TOPPING SLAB GROUT IN #4 -~-- (6" EMBEDMENT) 24 "O.C. EXIST. CONC. BEAM --" DRYPACK EACH JOIST 63' -O" l - w18 INFILL 1 "0 CHEMSET ANCHORS (9 REQ'D.) 16" SO. CONC. COLUMN SECTION 11-01. 1,1 MC18 x 42.7 WELDMENT TYPICAL 5 BOLT (r o CONN.) SEE SHT. S5.1 W24 BEAM SEE PLAN NOTE: FIELD WELD SHOWN FOR W18 OF W24 MAY BE CHANGED TO CONTRACTOR'S OPTION, BEAM THROUGH EXIST. CMU WALL 15 TYP. ROUGHEN EXIST. SLAB AND COAT WITH BONDING AGENT PRIOR TO POURING TOPPING SLAB GRID 1'-6" 1'-6" 8" i 8" ,VERIFY MC18 WELDMENT W24 BEAM (W18 NOT SHOWN) TO TOP FLANGE SHOP WELD AT MUST BE INSERTED GRID "5". SECTION 4 /4 S4.2 6" 16 GA. STEEL STUDS a 16 "O.C. W8 COLUMN W8x24 C12 x20.7 W12 BM. - SEE PLAN 3/2" 31/2;' SECTION 5.5 ∎r' ^3 TIE T.O.CURB„ 1, 64' -0" 63' -0" GROUT IN *4 (6" EMBEDMENT) 24 "O.C. EXIST. CONC. BEAM SEE PLAN rr "CHEMSET" ANCHORS BRICK EE ARCH�EER J NOTE: SEE SEC710N P /S4.2 FOR INFORMATION NOT NOTED. TYP. SECTION r(T\ • " !'t GRID 11 -4" 11-3" x,10" 0 SIM. 41/2.. I 41/2" NEW SLAB - ON DECK r �Le) LA- CO cr CV EXIST, CONC. BM. ` s SEE PLAN L� 1110 "CHEMSET" ANCHORS (6) REQ'D. (6/8" EMBEDMENT) EXIST. CONC. JOISTS EXIST. CONC. BM. BRICK VENEER SEE ARCH. 0 <o INFILL EXIST. FLOOR L 3x3x1/4 (CONT). -EXIST. 4" SLAB "W" BM. SEE PLAN 1 10" rm---- +a- SEE -w- s , MFR. SEE ARCH. 41/x" SLAB OIL DECK SPRAY BOTTOM OF DECK W/ F.P71 2'_53/" ■ DRYPACK T.O.S. 46' -31/4" SEE PLAN W10 BM. SEE PLAN -- SEE S5.1 FOR CONNECTION L 4 x4 x 1/4 (CONT.) W/ %110 EXP. ANCHORS a 6'- 0 "O.C. (24" MIN. EMBEDMENT) & STIFF k 1/4" a 6'- 0 "O.C. STAGGERED S2.5 "W" BM. SEE PLAN 4!., IT 3 /2" i - 31/2" • EXIST. CONC. 8M. -1 NEW "W" SEE PLAN C12 x 20.7 SECTION SEE PLAN ft 1/2' w/ (5) BOLTS OF SUPPORT H----FACE 2" 18 I 10" 73/" (ESCALATOR TRUSS -SEE PLAN T.O.S. 46' -3/211 EXIST. CONC. BM. -- 4" CMU %.: x5ea "W" BM. SEE PLAN -- `�- STIFF. [t 1/4" ® 61- 0 "0.C. NOTE: SEE SECT. K /S4.2 FOR INFORMATION NOT NOTED. SECTION `�4 Zi" = 1._0" BRICK VENEER SEE ARCH. T.O.C. SEE PLAN TOPPING SLAB [141/ 63' -8" 1 I` k/2x11x1'_3" W/ (4) 3/4110 ANCHOR BOLTS L4x4x54s CONT. W/ % "o EXPANSION ANCHORS a 6'- 0 "0.C. EXIST. CONC. FLOOR Lox pow. •x 6 --- L3x3x% 19 61- 0 "0.C. P1/2 x12x11- 3" W/ (4) o CHEMSET ANCHORS 0 COL. EXIST. CCNC. COLUMN *5 CONT. TOP & BOTTOM �I /I *5 ®15 'O.C. ; r PLAN SECTION 144 " : 1. -0" T.O.CMU 651 -8" 63' -0" T.O.CURB ----� 2'B 63'_0" fD /2" FACE OF CONC. �,- �-�-EXIST. CONC. BEAM '~-FACE OF STUDS TYP. (5) BOLT CONN. SEE SHT. S5.1 W21 BEAM BOND BEAM W/ (4) #5 .i, , I I I I I I I I i l! 111 I! 11 ! !I I I 1 1 1 1 1 1 111 ! 11 111~11 I I 1 111 11 I I i 1 I I I I I I 111 I I I i l i t i l l I I I I I I 1 k 1 I I I I I I f 111 I I I i I I 1 I 1! I! 1 111 11' 111 111' 1)11 jll I I I ICI I +�il�� I C I ��li� II I��� I�III� I I I III�I���II��I���I��ij�I�l►1�1 ( 1 � 1 r If the microfilmed document is less clear than this 11" 1'- SECTION r 9 EXIST. CMU WALL (REMAIN) NOTE: FOR SPANDREL ANCHORING SEE F /S4.1 SECTION -44 6)16110.G '5TH GGEREP) .'SYSTEM 80" ROOF T.O.S. SEE PLAN --"W" BEAM SEE PLAN BOND BEAM - w/ (4) #5 63'_0" GRID) SEE PLAN S2.4 / S2.5 DRAIN SEE ARCH. I. %2x10x0' -10" W/ (4) 110 "CHEMSET" ANCHORS (61/8" EMBEDMENT) 3V2.' 3/2" Xx4x 0' -9" s� w/ (3) "o BOLTS MINLIAr CO SEE PLAN T.O.S. SEE PLAN "W" BM. SEE PLAN - EXIST. CCNC. BM. -- SEE PLAN SECTION 411 _ 11_0"" 4 SEE ARCH. 41/2" SLAB ON DECK 6" SLAB 1, SPRAY BOT. OF DECK W/ F.P_' ON DECK 2' -4," SEE MFR. W10 BM. SEE PLAN SEE S5.1 FOR ---- CONNECTION "W" BM. SEE PLAN 52.5 SEE PLAN "W" BM. SEE PLAN L 4 x 4 x1/4 (CONT.) W/ % "0 EXP. ANCHORS 6'-0 "0.C. (2;" MIN. EMBEDMENT) & STIFF k 1/4" a 6'- 0 "O.C. STAGGERED SEE ARCH. Z7J T.O.CMU 65' -8" 4" CMU & 2" roP S2.5 11 TOPPING SLAB BRICK VENEER SEE ARCH. t 63' -0" -*5 CONT. TOP & BOTTOM (2) *4 CONT. --' 1/2110 EXP. ANCHOR (21/4" EMBEDMENT) t5 24 "O.C. "W" BM. SEE PLAN- 1/2x10x0' -10" W/ (4) 3/4" O "CHEMSET"-----" CHEMSETlI _ ANCHORS (61/8" EMBEDMENT) EXIST. CONC. BEAM - 30" N�- NOTE: DECK TURNED 90° a SIM. N NOTE: FOR SPANDREL ANCHORING SEE F /S4.1 T.O.S. &SEE PLAN it /4 (AS REQ'D.) R 6'-0 "O.C. FOR DECK "W" BEAM SEE PLAN S2.5 SECTION 4 9" 11" S2.5 2' -2" *5 fl 15 "O,C. 'W BEAM SEE PLAN � v 1\1 SEE R 8" CONC. WALL SEE S3.1 FOR REINF. SECTION 4 S2.4 CITY OF TUKWILA A "P P()1 FD JUL 2 4 1987 AS NUIED BUILDING DIVISION COPYR)GHT© 198 ThE CALLISCAV PARTNERSHIP The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle. Washington 98101 (206) 623 -4646 A Professional Service Corporation till CONSULTANTS INISMIIIMMEASZNIEM Coffman VFT Engineers 720 Olive Way, Suite 300 Seattle, Washington. 98101 -1858 (208) 823 -0717 W REVISIONS WEWWWWWWWWWWWWWWWWWW No. Date Item A oC0 a1lu 1 II APPROVALS WWWWWWWWWWEIWWWWWW MITCHELL /CREIGHTON Project Architect CAILAO Drawn FAHEY /FIRTH Checked Approved o t` 0i W �••.s..••" ., f�T s r '�, O •• a s 'it, 044.-.. ?A- % • s Jr /0A►A ,M 2. '1' '- 1s•aagVIA -~ Registration NI SHEET TITLE FLOOR SECTIONS AND DETAILS 86205 Project No. APR 2 1987 Date 31 SHEET NO. SMIENOXIESSIMENEShallIERISIM S4.2 PLOI'M 0.126!81 �. .... r•. V.. rti�.:, yx,* 47: h;''. Yii !2?z!. >a•.4;+ ^ >z2;+1.QM'�f9.>M Fit t r:a %2x?Zx1' -3" w/ (6) 1" o CHEMSET rt ANCHORS (EMBED 61 /8') T.O.S. _��\ --�-- \ --EXIST. CONC. BV. SECTION A� 46'-3%2" ----"W" BEAM SEE PLAN FOR CONNECTION SEE SHT. S5.1 VARIES VARIES SEE ?LAN ▪ SEE PLAN 1� �............,.- _....�. �_....A.�,- ..�.�.....- .....�I �� /_ SEE PLAN . fssarv.-. ..:ss-sr..tr.._- :�.vm_..,saar. rer�.r__e._c.�.�.azar.a ..- ._- ..s... .._..._. <-.. �.-_� .s" •—,.__ - -�_ !JRvED L6x 4 x% LLV k1/202x1'-3" W/ (6) 1"0 CHEMSET ANCHORS (EMBED 6V8") ! 9" FIELD VERIFY FOR CONNECTION 7.,„-,FOR SEE °HT. S5.1 C6x18 GA. i STEEL STUDS 0 24'10.C. W/ (2) 1"0 CHEMSET ANCHORS (EMBED 61/8 ") W12 COLUMN SEE SHT. 52.3 V6 I/4 EA. STUD V16 — CURVED L4x4x1/4 SECTION ,411 11_011 4 "W11 BEAM SEE PLAN 1 1 " /, A375 Jo_» A. END T.O.S. SEE PLAN .o 1 �L2 %2x21 /2x% r "WI' BEAM SEE PLAN • II • —C6x16 GA. STEEL STUDS " ;6" G.C. W /$6 GA. / TRACK TOP a 30T. x " G1 n.i1 ^ • %i6 L3x3x,4 61 -0" O.C. 7'40 /4 J l 325 . BOLT EA. END cu ,rri L4 mss. -, .1 SEE ARCH. $ %x6xO' -8" 1 CURVE iS6 6x14 (CONT.) SECTION 3,4 4 11 I II = ? -0 BM. • 8" MIN. • SEE ARCH. 1/4 l 2 -2 u.1 L LL, NOTE: DECK RUNS PERPENDICULAR AT SIM. SrCT/ 33/ 11 7 11_01{ S V --7 /`A. STUD 1 �- IVs 1/ C3x5 HORIZ. -- - SEE ARCH. BM. VARIES SEE ARCH. 8" MIN. : L4x3x1/4- 21 -2" DEPRESS SLAB I4 �.- 8'" CMU WALL ABOVE SEE 53.1 FOR REINFORCING FIN. SLAB 6°r SEE PLAN C3x5 HORIZ, BEYOND WALL SEE S3.1 FOR REINFORCING SECTION 4 11 % 11 -011 III C6x18 GA. STEEL STUDS 24 "O.C. ELEVATOR SHAFT SEE PLAN 60 k BM. 1 0n MIN. SEE ARCH. *5 CONT. INTO WALL C6x18 GA. STEEL STUDS • 2.4 "O.C. C6x18 GA. STEEL. STUDS • 24 "O.C. 1'- I_ 1 W12 COLUMN SEE SHT. S2.3 j 46' -8" �---- EXIST. CONC. BEAM L3x3x1/4x OPENING W /3/" 0x0' -4" HEADED STUDS a 24" O.C. (SET FLUSH) EXIST. JOIST & SLAB L.21/2 x2 '/2x4 L3x3xl/4 COPE VERT. LEG DETAIL 1%2" %4 11/2 -12 ccr, CC �` Q� TONS. . SEE PLAN '/4 i/4 2 - ?4 SECTION 44 ,11 - 11.011 DRYPACK SECTION )4 ,I _ 1' -OIL k BM. S2.5 8" CMU W /'5 a 24" O.C. VERT. & (2) "5 a 48" O.C. HORIZ. SLL T.O.S. SEE PLAN C3x5 HORIZ. 1 — N BEAM 1 SEE PLAN SECTION. 3/11 :11 -011 S2.6 IIIII111111 !I' III !IIIIIIIIIIIIIIIII!I1J111I1III III IIIIIIIMILL)MILLI) 2 ;3 4 EXIST. CONC. BEAM 4 "0 CHEMSET ANCHORS W BEAM SEE PLAN REMOVE EXIST. FLOOR AFTER CMU IS IN PLACE BELOW SECTI ON �, II 11 -011 4 ELEVATOR SHAFT S2.4 42'-4" VERIFY C12x20.7 HANGER 1" SEE PLAN VARIES "W" BEAM SEE PLAN L3x3x�'9 8 6'-0" O.C. W /(1) %4' 0 A325 BOLT EA. END THRU SLAB GROUT IN 45x4' -O" SEE PLAN 1 1 E 1 I 1 1 1 I DRYPACK --"W" BEAM SEE PLAN xOI -8" -~-TS3x3 S2.5 W12 & EDGE OF OPENING " 4 -O 1 EXIST. JOIST AND SLAB 8" CMU W /'5 a 24" O.C. VERT. & (2) =5 @ 48" O.C. HORIZ. I1I1I111111 111 11! 111111 I1Il11I111I I!IIIIII1I111III1l1!IIII11''' 11' 8 9 W12 �W12 SECTION ' : 11.011 �4 11 --- EL. 46' -8" T.O.S. EL. 451 -3II I.°.- EXIST. CONC. BEAM J CURVED L4x4x1/4 (CONT.) f CURVED TS6 x 6 x %4 L _ (CONT.) Vie V16 —<EA. STUD CURVED L4x4x1/4 SEE PLAN CURVED L6x4x1/4 LLV C8 x 11.5 0 6' -0" O.C. 33rr 416 L3x3x1/q a 6' -0" 0.C. W /(2) V0 A325 BOLT EA C6x16 GA. STEEL STUDS a 16" O.C. W /16 GA. TRACK TOP & BOT. /--� SEE ARCH. 12 '/16 EA. STUD jSEE ARCH. 1111.-!-.112 ELEVATOR SHAFT . ----- 8" CMU W /'5 a 24". O.C. VERT. & (2) *5 0 48" C.C. HORIZ. 36"x4x01 -9" W /(3) 3/4 "0 BOLTS SECTION 11 = 11 -^11 4 V L 46' -8" 1 REMOVE EXIST. FLOOR REMOVE EXIST. HAUNCH S2.4 W12 4' -0" (111-3" Cr SIM.) 1 • 10'' 7- '- 5 The Callhson Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 A Professional Service Corporation ell CONSULTANTS EMENEEMBIEREREEMEN Coffman VFW' Engineers 720 Olive Way, Suite 300 Seattle, Washington. 98101-1856 (206) 628-0717 E REVISIONS No. Dale Item AODE1\13111 C12x20.7 — W /(4) 414"0 CHEMSET ANCHORS %4 %4 - EXIST. CONC. BEAM Ed APPROVALS IfilliMISSMONNIZERIMS SECTION S� X11`1' -0" CITY OF TUKWILA APPPr %1FD JUL 2 41987 ha Mitt) 13011O%; SEE PLAN T.O. STUDS . 931 -61" L4x3xVCONT, LLV 6".16 GA. STEEL - ' STUDS ® 16 "O.C. L4x3x1/4LLV 06 -O O.C. 1/ SECTION 341" =T-0" C6 16 GA. STEEL STUDS 0 16 "O.C. T.Q. CURB 90"_4" SLOPE SEE ARCH, T.O.S. 78' -11% L 4x4x5&(CONT.) SHELF ANGLE L 4x4xIf6 ' 0 6'-0 "`O.C. 1T -2V T.O.S. VARIES SEE PLAN DECK TURNED 90° 0 SIM. W 11 BM. SEE PLAN L 4 x 4 x 3f 6 (CONT.) 93 -8'" 931 -1" 92'-5" VENEER - SEE ARCH. 6" 16 GA,--- ---��1 STEEL STUDS 16 "O.C. "W" BM. SEE PLAN /' MECH, UNIT A 1 1 1 CURB (BY OTHERS) --TS FRAME SEE PLAN L =:1:. A POST x4x'/ .- SECTION �11 a 1f_01" a 21 -9" T.O.S. 63 801 -511 T.O.S. X78'-9° I' -212" C6 16 GA. STEEL STUDS 0 15"O.C. 2� TYP C6 16 GA. STEEL STUDS 0 16 "0.C. u. 3 f38ARING ft "/211 v/ /, 1/q "9KO 5'1W&L.2 \ 5TUP5 ito "0 C 5 uD ToTRACK. I [� TYP @ALL vERT' / 1%Ib 5TtD5 0.7/2 12 16 GA. STEEL STUDS 0 16 "0.C. IE e.� i EE ARCH. 4" 1: GA. STUD BRACE 0 1(,"0.C. STAGGER - SEE SEE LOW ROOF PLAN FOR BOTTOM OF PARAPET 41 -0" C6 16 GA. STEEL STUDS ® 16 "O.C. AT.O. CURB 801 -4" 1'-6" SLOPE SEE ARCH. 8" WIDE CONC. CURB W/ (2) *5 CONT. VARIES Q SEE PLAN 3'4110x5 "" WELD - STUDS 0 32 "O.C. " "W "1 BM. SEE PLAN ---- -- "W" COL. SEE SCHED. "W" BM. SEE PLAN Yr. 11 -6" 1M SECTION = 1' -Off _ -,-- TS FRAME SEE PLAN " OS. COAT SIDES OF OPENING W/ BONDING AGENT, DRYPACK AROUND POST AFTER MECH. UNIT IS IN PLACE (TYP.) T.O. CURB 64'712" 8" WIDE CURB L 4x3x1/4 (CONT.) L4x3x14 LLV 0 61- 0 "0.C. NOTE SEE SECTION C /$4.4 FOR " INFORMATION NOT NOTED. SECTION )41" • 11 -011 S2.6 srosnak.,scAxnh: a r..x*'Irftt -t I4.fst r 1' -0" MAX. SECTION 74 11_0"1 4 (.j S2.6 T.O.S. 78' -9i1 EXIST. ROOF JOIST "W" BM. SEE PLAN 4' -0 "1 T.O. SLAB 79 -6 T.O.S. vw 791.011 "W" BM. SEE PLAN FACE OF STUDS- - 21.9" 5.1 wi wt 12 / Iz r- / /n/ /0/ 1' -3" 1' -2121 RACt �TYP� a ©o'..." Al I c r• BEARING it 1/2' 1 W/ °Ox5" WELD 1 STUDS 0 110"O.C. -05a Ito`o.C. :! : ±:•�i mOinlaid ,.4 It. 12 x 7 x 1' -O" L4x3x1/4 (LLH)' W / :" 0 EXP. ANCHORS 0 24" 0 I • *5 0 15 "O.C. SEE PLAN SECTION • L 0 0 • 1 N1 CONC, & CMU -C6 • • TEEL STUDS 0 16 "0.C. C4 16 GA. STUD BRACING 0 16 "0.C. STAGGER "SHEARTRANZ" `rlo 3_ /TRA!'K1'OsuP ? / �\C' ALL vEKT 5 IV i.N �11 • 1f -^1" 4 V S2.6 T.O.C. 791 -6" 8"x2'-8" CONC. CAP W/ (6) *5 CONT. *3 TIES 012 "0.C. I 4x9xCONT. W/ (2) ',x0'_6 "" WELD STUDS 0 12 "0.C. (CENTER ON BOTTOM FLANGE OF "W18" BM.) 8" CMU WALL ---- 1:01E -r POKT,TYt' v •U2 1 1.1 , �e "W" BEAM, SEE PLAN T.O. CMU AD 76' -10'" BOND BM. NEW 8" CMU WALL FOR REINF. SEE S3.1 V -212" 9" STAIRWELL OPENING V C6 16 GA. STEEL - $ STUDS 0 16 "0.C. A;s-- $ SLOPE SEE ARCH. T.O.S. 781-9%" L 4 x 4 x546 (CONT.) SHELF ANGLE L 4x4x516 0 61.0" 0.C. EXIST. ROOF CUTLINE ..�-- ° C6 16 GA. STEEL STUDS 0 16 "O.C. TYP. BOTH SIDES W /16 GA. TRACK TOP & BOT. TS16x8x /6W/ L4x3x16 (CONT.) LHH (ES) T.O.S. 901.712" EXIST. ROOF -- -- -----.. T.O.S. (EXIST.) 791_312 "" (FIELD VERIFY) 1" SECTION J y11 1' -0ff S2.6 �G 1R D L4x4x36 (CONT.) T.O. SLAB 79 -6 T.O.S. �� 791-0" L 4x4x3i6 0 6' -0" 0,C, "W" BM. SEE PLAN j�--� ` ~ FACE OF STUDS a, 3' -3" 812" 1i( -i�1: VENEER SEE ARCH. Ni 14 1 I/4 x 3 (CONT.) T.O. CMU (EXIST.) * 791 -611 (FIELD VERIFY) 12 "O.C.- 12 NOTE: BEND EXIST. DECK AS REQ'D. EXIST. "W" BM. SEE PLAN 3is GROUT IN *5 (MATCH VERT. NOTE: 5E6 SECTION C/54.4 FOR /FORMATION NOT NOTE( SECTION II _ 11_011 T.O.S. EXIST. BOND BM, L6x4x14 LLV BETWEEN BEAMSL NOTE= SEE SECTION C /S4,4 FOR INFORMATION NOT. NOTED. SECTION 11 • 1' -0" 1\ 1 GROUT AS REO'D. L7x4x>V(CONT.) wi �' "TRUBOLT" ANCHORS EXIST. BOND. BM, EXIST. "W" BM. EXIST. W6 COL. 0 SIM. SECTION 314" - 11_011 4 sji N j\ T.O. CMU 931 -4" BOND BM. EL. VARIES SEE PLAN L6x4x% (CONT.) LLH W/ ri4 EXP. ANCHORS (3'' EMBEDMENT) 0 16 "O.C. EXIST. ROOF SEE ARCH. SEE ARCH. T.O.S. 791.3 11} (FIELD VERIFY) EXIST, "W" BM. SEE PLAN NEW ROOF 11.8"* 11 CLR. 76) SEE PLAN EXIST. W6 COL.-- SEE PLAN, ,, - 9" STAIR OPENING . ,. 911. 1 "W" COL. SEE PLAN - 6" 16 GA. STEEL STUDS 0 16110.C. W/ 16 GA. TRACK SYSTEM "80" ROOF T.O. CURB /1\--81Y-4" SLOPE "�SICN. 78' -9%e' SEE PLAN -4 EDGE OF SLAB SEE PLAN 11-31/2" (FIELD VERIFY) EXIST. COL. SECTION 1"_011 a SLOPE "W" BM. SEE PLAN it 44" W /LONG SLOTTED HOLES FOR (3) )4 "95 BOLTS - FIELD WELD .O CONTRACTORS OPTION, REACTION = 12.9KIPS "W" COL. SEE PLAN 6" 16 GA. STEEL STUDS 0 16 "0.C. _ SEE ARCH. SEE ARCH. T.O.S. (FIELD VERIFY) T.O.S. 791_11/ "1 ifs )f6 L 3 x 3 x 14 EXIST. .. ---NEW ROOF "W" BM. SEE PLAN 6" 16 GA. STEEL STUDS 0 16 "0.C. W/ 16 GA. TRACK SYSTEM "80" ROOF _.r L4x3x 1/4 (CONT.) LLV T.O. CURB 80 -4 T.O.S. N 791 -0" "W" BM, SEE PLAN r 12" SEE SHT, 5.1 FOR WELDING .& BOLTS SECTION 44 11 3 1' -0" 2' -9" 5.1 1" -21 "" .� [ 2 N I W BM.� 1SEE PLAN FACE OF STUDS EXIST. 8" CMU WALL T.O.S. ?91.314113 (FIELD VERIFY) EXIST. "W" BM. SEE PLAN EXIST. W6 C ^L.---- -----f "W" BM. SEE PLAN 8" WIDE CURB T.O. CURB 80' -7/211 T.O.S. 791 -0 %" NOTE: SEE SECTION E/54.4 "OR INFORMATION NOT NOTED. 111111 ;IIIIIII11I11111I1III1111' 1111111111 !I11111111111111111'I111I11111 0 16111S1"<,. 2 It 14 (CONT.) SEE SECTION P /S4.4 14 NEW "W " BM. SEE PLAN SEE S5.1 FOR CONNECTION - ----ter NOTE: SEE SECTION C /S4.4 FOR INFORMATION NOT NOTED. SECTION 11-0" T.O. CURB 80' -612' I %'1 O x 41' �.- ..-... /EXPANSION ANCHORS 0 32 "0.C. NN pc- .4 _A•i\ 1q T.O. CMU (EXIST.) 791 -6" (FIELD VERIFY) GROUT AS REQ'D. EXIST. BOND. BM, 1 -3" --- FACE OF CMU 0 SIM. 512" 11-9121 21.11 "f Aq 21 -9" 1' -41/4" NEW COL. NEW SLAB (WALKWAY) SEE PLAN DRYPACK . EXIST. JOISTS EXIST. CONC. BM. III IIIIIIIIIII�IIIIIIIIIIIIIIII ...'- 7 L 4x3x14 (CONT.) LLV T.O.S. 791 °0" L4x3x1(4 (LLV) 61 -0' 0.C. 51.7" SECTION Aechifecture ProgrcimmEng SEE PLAN Sotto, 300 Seattle, Washington (200 523-4646 "W" BM. SEE PLAN BM. SEE PLAN gngineers- Seatti6, E:701-1858 SECTION 4' NEW EXIST. ROOF OF.. AUTION: EXIST ROOF MUST' BE • SHORED WHILE INSTALLING NEW BEAM ON GRID' 1 "K "1 k >GOOC>'O "W" BM. SEE PLAN 1a T.O. CURB L4x3x 1/4 LLV 0 6'-0110.C. 791.91211 791-6" ( VERIFY) T.O.S.• e9 79, -3/2 6,' -4uc "W "1 BM. SEE PLAN EXIST. JOISTS 1 '111111111111111II11IIlI1.IIIII 111111111111111 III11'I)I1111II1I11II ... 9 10 11 -AnE iN 0--- Y 12 74 • 11_011 :I;i EXIST. 16" SO. CONC. COL. L 3x3x 14 (CONT.) k1 /4061.0 "10.C. NOTE: SEE SECTION C /S4.4 FOR - INFORMATION NOT NOTED. SECTION 4 1 1' -4 4 1" 1 RIGID RAME --- ---- -- SEE PL1AN I� W�l (4) BOLTS %X2 ` BOTH 79 -912 1" 6) (VERIFY) DES 45 @ t2`■ 7U 7U • :rte::: ' •.."w.` SHELF L6x4x% (LLO). (o yo) ) EXIST. W14 0 SIM, EXIST. 13 x 17 -----" CONC. BM. TO CURB X80 6i/' T.O.S. (EXIST.). 791-31/it .(VERIFY) L6x4x N filtikWILA .,. 'AP 1'Rf)'1r: EXIST. W12 x16.5. ' JUL 24 1981 EXIST. 16" CONC. COL ;der (2) L 3x3x/4. /4 C12 x26,7 W/ '(4),)1'0 "CHEMSET" ANCHORS -SECTION•, D YYrfihSiaD'a:.SkY1 111 4#41420 KnCfi:. •-•npsogystairs.e..Pmr.•IrsAt ore • 6" 16 GA. STEEL STUDS 0 16" O.C. *5 CONT. -- 04 0 T.O.CURB 801-3" °' EA. FLUTE} 1/2 79' -312' eta VERIFY EXIST. ROOF EXIST. 112' 22 GA. DECK COORD. W/ ELECTRI CAL EXIST. W12x16.5 79' -312' VERIFY *5 ci 12 "O.C. EA. WAY T.O.CURB COORD. W/ ELECT. EXIST. W10x21 -- NEW CMU SHAFT WALL NEW L4x4xf6 CONT. TYP. T 0.5. SEE PLAN DBL. L4 x4 x% CONT.:I W/ )41'0 STUDS 0 24'O:C. C6 x 8.2 6'- 4 "O, NEW COLUMN ----�_ SEE SCHEDULE SHT. 52.3 04 CONT. T.O.S. 791.0 " D.4 1' -212" 0 0 1 '/i 3 3--12 6 3 -12 TYP. 1/417 TYP. NEW TS4.x 3 CONT. NEW L4x4.4 f6 CONT. TYP. NEW TS3 x 3 CON T. NEW we BEAM SECTION j__-6 " C,A. STEEL STUD16 S 16 "O.C. ® T.O.CURB 80' -3" SYSTEM 80 ROOF 11 11 � II W BEAM (SLOPED) W " " BEAM SEE PLAN SEE PLAN W/ L4x4x% F i� SECTION ('F 111" S2.6 1"x21/2x11-6" ~�T It 1" w /(1o) 11/4"0 CHEMSET ANCHORS \ 14 14 14 14 -- l T.O,S. EXIST. 13 x17/ CONC. BEAM 93' -8" 93' -1" 92' -5" W14 BEAM (EXIST.) EL. 79' -31/21' VERIFY T.O.SLAB EL. 791-6" T.O.S. EL. 79' -O" 8 T.O.S. EL. 78' -64'1 TS5x5x /4 W/1411 SHIM t# EA. END BOND BEAM 04 0 16 "O.C.'" 2' -6" SEE SEE PAN L31.x31/2x14(xDOOR WIDTH) W/ "0x0'-4" HEADED STUDS 0 16' O.C. (SET FLUSH) NEW CMU SHAFT WALL I "W" BEAM SEE F TYP. 14 I/4 SECTION 4 DETAIL 3,11: 1"_011 C6 16 GA. STEEL STUDS 0 16 "O.C. OGGG VENEER - SEE ARCH. 8 CMU () s\�\tz1 O 4' -0" Om sec SY- G`T/ext1 04.4 FOR N/F 0m.) SECTION " =.14.0 .._,_.,....-- o.�.....� ..max......,•..... - 6" 16 GA, STEEL STUDS tit 16 "O.C. GWB - SEE ARCH. -'- 4" 20 GA. STUD BRACE 0 32 "O.C. STAGGER - SEE SEE LOW ROOF PLAN FOR BOTTOM OF PARAPET ,., • • • EXIST. ROOF T.O.S. 79' -312" NEW SYSTEM 80 ----"W" BEAM SEE PLAN SECTION 34 " = 1" -0 " S2.4 l S2.6 "4 CONT. L3x3x14 0 6' -0" 0.C. T.O.S. SEE PLAN 812' 6 it i/ BOTH SIDES A VARIES SEE PLAN 412' CONC. SLAB W /6xq W1.4xW1.4 WWF ON 11/2 20 GA. DECK NOTE: D0 NOT POUR UNTIL MACHINE BEAMS ARE IN PLACE T.O.SLAB EL.- 79' -6" T.O.CURB EL. 80' -3" \ :j:::. SLAB EL. 79' -6" 4 s. 79 " -0" •.r► .i► "W" BEAM SEE PLAN CUT LINE FOR EXIST. ATM OTE: JOISTS MUST BE CUT AND SHORED PRIOR TO CMU SHAFT BEING INSTALLED SECTION 3/ ""= 11.0 "1 4 T.O.STUDS 100' -4" 6a 6 "x16 GA, STEEL - STUDS a 16" 0.C. W/16 GA VARIES SEE PLAN L6x4x14 LLV CONT. L3x3x14 -- 0 61-0 O.C. W/(2) A325 BOLTS EA. END L6x4x14- (CONT.) "C8 " TO "TS" >s EXIST. "W" T.O.S. 79'_012 " NEW "'w" BM. SEE PLAN NEW I/4" f SECTION 3/" = 11 -n"1 4 J 14 DETAIL 11_01" 4 MACHINE BEAMS (BY OTHERS) 104" W/ (3) : " "e ANCHOR BOLTS SET IN BOND BM. SEE PLAN EXIST. SLAB EL. VARIES 79' -3 "i 0 GRID 12 6 "x16 GA. STEEL STUDS 0 16" O.C. 412 CONC. SLAB W/6 x 6 -W1.4 x W1.4 WWF ON 112' 20 GA. DECK -<EVERY OTHER FLUTE ANGLE BY OTHERS SEE ARCH. WT8x25 BRACE BOT. FLANGE WT8x25 BRACE BOT. FLANGE T54x4 POST W /fie 12 x 6 x 0' -6" EXIST. "W" BM. 14 3-12 1/4 3 -12 SECTION 4 NEW TS (SEE PLAN) II; III;III;IJI;IJu;!JIIIIIIIII; III; 11I; III1III;III;IJl;1!I;IIi11111111 1 ;III 0 14 111( •■ 1 2 - 1• TS6x6x14 (CONT,) SECTION 11.01" his "W" BEAM SEE PLAN 6" x16 GA. STEEL STUDS W /16 GA 16" O.C. A 1 C8 x 11.5 1 61 -0" O.C. i TYP. T.O.SLAB EL. 79' -611‘1. T.O.SLAB EL- --79_ 6�� MACHINE BEAMS EXIST. JOIST TO BE REMOVED SECTION 2. EXIST. CONC. BEAM J i SECTION v=1.-0" BOT. FLANGE ------ W16 BEAM 1 W16 BEAM --T54 x 4 POST NEW1 "W" BM'' (SEE PLAN) NEW 1/4" it SECTION k,4 1" = 1' -01" EXIST. ROOF EXIST. BM, 3-12 3 -12 NEW TS f BEAM 6" 16 GA. STEEL STUDS 0 16 "O.C. 1' -21/2' NEW COLUMN --- ---.�_ SEE SCHEDULE SHT. S2.3 DRYPACK AFTER It.. IS IN PLACE I� 12x7x2' -0 " T.O.S. -v. EL. 78' -312 "i WT8x25 1x11..6"x31 -01" W /(9) 1i /4 "° L CHEWISET ANCHORS i/4 V I �� 79i_ 3/z VERIFY 16 1/2x71/2x 0'-9" 14 I/4 R 121 CUT TO --- FIT W12 BEAM '/4 STIFFENER It% EA, SIDE 4t OF COL. N EXIST. W12x 16.5 SECTION 34 "" = 11 -0" S2.6 T.O.S.1 79'4' T.O.S. • RIF' Y 3i /2r" The caiUUsan Partnership Architecture' Programming Planning inferior Design 1423 '3rd Avenue. Sulte 300 Seattle, Washington . 98101 (206) 623 =4648 A Professional Service Coreerotion, CONSUI.TAi3TS WT8x25 BRACE- V-21/2" RACE --- DECKING SEE A/54.5 EXIST. W12 - NEW `TS4x3x1q. Cofmain -VFT Engineers 411vs `Way,- Salta ,8001 Seattle, Washinoton 98181 -185B (20e) 683 -10717. 6" 16 GA. STEEL O STUDS a 16 "0.C. VI _ (2) 45 (CONT.) .---W14 BEAM (E) WT8 x 25 BRACING W12 BEAM (E) W /TS BELOW MI TCHELI` /CKIEIL`IiT01 Project AfCh1laCt`,' `'` YO T SUlhE/ETHERINGTON Drown FAHEY /FIRTH 'Checked 3" 71-17 41.0," STIFF. It 12' NEW TS8x6x1/2 T.O.S. 791-31/4"i (FIELD VERIFY) 416 ff6 " 3-12 EXIST. W12x19 Registration EXIST. "W" BM. SEE PLAN NEW TS8x6x12 %x5x2' -6" EA. SIDE "W" BM. SEE PLAN 1/2x 11-0"----- L NEW TSB x6x12 "6 ►--- EXIST. W6 COL. 1f6 EXIST. W6 COL. ...f4....r z. a..... .... ..:e 7:..7'6ir..•:;.d 4/.tE'i�. Y. 7S' 1Y'(•. 7S��Lz�LtaL '.4t.,.15^.:.�:.J.::` w.. ..?e :: ', .�:!,^ I;I111111;IJ ;III;II111111IJI;III;II ;ICI;III;III;IJi;i1I; IJI; III; III; II 1 ;1111111;I11;111;111;il1;IJ1;11 6 7 8 9 10 11 14.4" {11 L"4M."Y 12 CITY OF TUKWILA APPRovrl) -,)11i 2 41 §8 7 A� Nulti NOTE: SEE SECTION E/54.4 FOR INFORMATION NOT NOTED. "2n SECTION 11 1fM011 L "e +�`.:?v- !":,�a ».a:�: °;1 SECTION .)J S•••400Y..b;:a'i°./6AMX Wa•er. Y41.!T+LC! L' PR/F.'•'.."*!:V4SARXa°, e•al•A7Tk CCPYRieHT ®198 TIC CALL ISM PARTIE8SH1P All • EXIST. ROOF OUTLINE C6 16 GA. STEEL STUDS 0 16 "O.C. TYP. BOTH SIDES W /16 GA. TRACK TOP & BOT. @ ■ 67710/-1-- 1s (�3 -16 TS16x8xf6W/ L4x3Of (CONT.) LHH (ES) T.O.S. 80"-71/2" d� EXIST. ROOF 31 -31" 81/211 a---�- FACE OF STUDS T.O.S. (EXIST.) 7V-31/2" (FIELD VERIFY) 12 "O.C. '/2 NOTE: BEND EXIST. DECK AS RE(iD. EXIST. "W" BM. SEE PLAN VENEER SEE ARCH. C4 16 GA. BRACING 0 16 "0.C. STAGGFR I /4 x 3 (CONT.) /is \ 3-16 1/16 3 -16 T.O. CMU (EXIST.) TS8x6x /2 A I D T E: sae E 5 5 emit) C/S4.4 FOR 577.10 N.IR.DM)4v SECTION NOCT,nMr..u;,.r.+,,.... GROUT AS REQ'D. EXIST. BOND. BM. EXIST. "W" BM. /2x4x11_6 " W /(2) " o TRUBOLT ANCHORS (5" EMBED.) 0 32" O.C. IN GROUTED CELL EXIST. 8" CMU WALL DETAIL 4"" _ 11.0 "" S2.6 111111111111111. 111111. 11111 '1I�11111I1lillllll�iI�I�1 ,11111111111111111 0 II 1114 iN1n 2 rattspert TSB x6x1I x1' -6" WELD TO W14 ABOVE SEE U /S2.5 DETAIL 44" 4 SEE DETAIL 1/S4.6 FOR WELD INFO. 111111111111111111111111111111111111111111111 1111111111111111111 ►1111111111111111 '111111111111111111111 ►1111111111 6 7 8 9 10 11 M /C(MGf PVW1 12 Th,o•' Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle; Washington 98101 4206) 623 °4646 A Professional Service Cotporation' 111 CONSULTANTS VINIIIAWIMINSWISMIAMIM Ca ft a1 VF7 Engineers 720 '011v3 Way, $ ite Soo Seattle, Waeh111gton 9$101 °1858 (206)n 628 -,4717 1 CITY ',Of ZUKI"JIIA At PROVF. . JUL 2 41987 as iruio E3U{L')1t1C1 DIVISION PRETOW "APR 2 4' 197 MAHAN & DESALVO COPYRIGHT 0188 'THE CA!_LISON PARV ERSHIP *It-U;i ,•'4-r.J, :r.,. .6.! rt4ce, 9.14a ksr• OZ4V41jlC:T4l ritra., 54 wgiiwl 7: 1 43, C GIRDER 3" TYP. --FOR SIZE AND NUMBER, SEE SCHEDULE GIRDER - CONN. It FOR THICKNESS, SEE SCHEDULE BEAM \.--- E- --<SEE SCHEDULE BEAM -ONE SIDE ONLY it GIRDER 3" TYP. BEAM GIRDER FOR SIZE AND NUMBER, SEE SCHEDULE CONN. It FOR THICKNESS, SEE SCHEDULE SHORT SLOTTED HOLES BEAM -ON BOTH SIDES TYPICAL BEAM - GIRDER CONNECTION DETAILS SEE SCHEDULE N0. OF BOLTS REQ'D. INDICATED BY C SEE FRAMING PLAN, IF NOT SHOWN SEE SCHEDULE COLUMN -3" TYP. SHORT SLOTTED HOLES BEAM --SEE SCHEDULE TYPICAL BEAM - COLUMN FLANGE CONNECTION DETAIL T- Y P I C A L.__ S I IM F* FR ,A NA F C GIRDER COLUMN 3" r H 3 „ e t ~TYP. TYP. BEAM SEE SCHEDULE a 0 Xml GIRDER <SEE SCHEDULE I& /2 STIFFENER It 1/2 (TOP & BOT.) NO. OF BOLTS REQ'D. INDICATED BY SEE FRAMING PLAN, IF NOT SHOWN SEE SCHEDULE -TYP. SHORT SLOTTED HOLES BEAM -<SEE SCHEDULE TYPICAL BEAM - COLUMN WEB CONNECTION DETAIL p. fjq- -- - COLUMN 1..RE/// BEAM GIRDER TYPICAL SECTION NJNF-cTI ON DST, I L__S COLUMN STIFFENER It TO MATCH FLANGE THICKNESS (TOP & BOT.) <P IT. Cl. 3J) t-- GIRDER > <SEE SCHEDULE 41/2" MIN. SPACING 12" MIN. 32 MAX. SPACINJ BTWN. STUDS i 16" MAX. SPACING BTWN. PUDDLE WELD OR STUD t OF GIRDER OR FACE OF COLUMN 24" MAX. SPACING BEAM - GIRDER DETAIL GIRDER-COLUMN FLANGE DETAIL GIRDER- COLUMN WEB DETAIL TYPICAL_ MONV ENT CONNECTION DETAILS L4x3x ' LLV GRID SEE PLAN REFERENCE FACE OF FINISH L4x3xV4 LLV (MAX.) MATCH TOP OF BEAM ELEVATION I1/ REFERENCE EDGE OF SLAB TYPICAL SHELF ANGLES AT CORNER COLUMNS DETAIL. (T\ 1'-O.. 4 It HANGER 2 S2.3 STIFFENER i % /4 t1 V4 %xS1ZE REQ'D. W/ (4) Aii"91 BOLTS HANGER FOR SIZE, SEE PLAN STD. CONN., SEE SCHEDULE TOP & BOT. *5 CONT. (EXTEND 24" MIN. AROUND CORNERS & PROVIDE 18" LAPS AT SPLICE POINTS) 14 GA. CLOSURE ---f SEE PLAN ® T.O.S. SEE PLAN REFERENCE - ------ �� FACE OF FINISH TYPICAL SHELF EDGE AT DECK RIBS PERPENDICULAR TO BEAM SECTION POST STIFFENER !{' % EACH SIDE, OMIT IF A BEAM FRAMES INTO THIS ONE WITHIN 2'-0" OF THIS POINT ft% x SI ZE REQ'D. W/ (2) 4 "93 BOLTS -- POST FOR SIZE, 1/4 r' i I SEE PLAN k.%exSIZE REQ'D. W/ (4) "0 BOLTS STIFFENER ft% TYPICAL HANGER CONNECTION TYPICAL POST CONNECTION 2'_0,. CONCRETE CURB 5 CONT. %"g5 SHEAR STUDS 0 24 "O.C. ,1 L3x3x s CONT. W/ V2 "0x3" WELD STUDS 17 24 "O.C. LEVEL TYPICAL MECHANICAL UNIT CURB (4) WELDS --- TYP. L3 x3x'4'ie „- EACH SIDE PERPENDICULAR TO FLUTES • NOTES= 1. DO NOT CUT MORE THAN (2) BEARING FLUTES. 2. GREATER SIZE OPENINGS REQUIRE TYPICAL ANGLE FRAMES. TYPICAL ROOF OPENING L 21/2x2 1/2x% FRAME T.O. SLAB SEE PLAN STEEL DECK 12" x12" OPENING MAX. �.a!'.L'RT.fri[!!:.s!':7 �.l.Z �R ^e1,4L ^. -.•. ^.....�... *5 CONT. (EXTEND 24" MIN. AROUND CORNERS & PROVIDE 18" LAPS AT SPLICE POINTS) ----\ PUDDLE WELD WHERE NO STUD REQUIRED • • 1' DECK PARALLEL TO BEAM DECK PERPENDICULAR OR SKEWED T3 BEAM NOTES: 1. THE MINIMUM NUMBER OF STUDS REQUIRED IS SHOWN AS (x] ON FRAMING PLANS. NO STUDS ARE REQUIRED WHERE (0) APPREARS OR WHERE NO DISIGNATION IS GIVEN. 2. SPACE STUDS AS EVENLY AS POSSIBLE IN AVAILABLE FLUTES. WHEN NO. OF STUDS REQUIRED EXCEEDS THE NO. OF FLUTES, PLACE TWO STUDS IN EVERY OTHER FLUTE STARTING AT EACH END OF THE BEAM. IF TWO STUDS ARE REQUIRED IN ONE FLUTE THE TRANSVERSE SPACING SHALL BE 3" MINIMUM. TYPICAL COMPOSITE BEAM STUD SPACING • GIRD SEE PLAN /14 0 32 "O.C. 14 GA. CLOSURE L4x3x1/4 LLV 7'-6 "O.C. (MAX.) C.P. REFERENCE - FACE OF FINISH YI6 TYPICAL SHELF ANGLES AT DECK RIBS PARALLEL TO BEAM SECTION .1.-0" T.O.S. SEE PLAN FLEMING MASONARY ` ANCHOR SYSTEM - (BURKE CO. OR EQUAL) L4x3x5 /16 LLH ---�� LEDGER FLEMING ANCHOR - - SLOT (BURKE CO. OR EQUAL) BRICK VENEER SEE ARCH. FASTEN ANCHOR SLOT TO STUDS W/ 18 -HH SCREWS 12 "O.C. (2) % "o EXP. ANCHORS (11/2" EMBEDMENT) (TYP.) V�S % "0 THREADED � HANGER ROD L21/2x21/2x546 3 %" 16 GA. C STUD BRACE (4 PLACES) --- 3 %" 16 GA. C STUD ELEVATION SEE PLAN 5113 "o HEADED SHEAR STUDS LENGTH AFTER WELDING 3/2' TYPICAL FOR CONCRETE TYPE, SEE SPECIFICATIONS BEAM FOR SIZE AND LOCATION, SEE PLANS NO. OF BOLTS REQ'D. INDICATED BY L -xDR 1 SEE FRAMING PLAN FOR COMPOSITE DECK TYPE, SEE PLANS WELDED WIRE FABRIC (WWF) NO. OF BOLTS REQ'D. INDICATED BY rn -xDR SEE FRAMING PLAN I. COLUMN „ > M F-- SEE SCHEDULE BEAM- GIRDER DETAIL FOR ATTACHMENT OF FLOOR DECK TO BEAM, SEE TYPICAL COMPOSITE BEAM STUD SPACING TYPICAL COMPOSITE BEAM SECTION METAL CLOSURE STRIP HEADED SHEAR STUD TYPICAL DECK CLOSURE 16 GA. STEEL 16 "O.C. - r.► Y O I PLATE THICKNESS a,uw V16 u 2 Vdr 2 LED _ 44110 1 „� W6 (HORI7.) I HO 13.2 K C8 2 STEEL RELIEVING ANGLE PLAN SEE ARCHITECTURAL FOR SUPPORT LOCATION. COLLECTOR CASE SUPPORT .,.1 4 •..ven..,..,3.....,t_ 3%" 16 GA, C STUD 3 %" 16 GA. C STUD BRACE IFY16 x3xO' -5,. .- --- --- Ili DETAIL a 1' -0" S5.1 CEILING TYP. ER EL. CONC. OR 8" CMU WALL (GROUTED SOLID) IFY W/ ARCH. FOR 7ER ELEVATIONS ROX, AT MID- HEIGHT N. FLOOR LEVELS 10 GA. WIRE DIAGONALLY (4) CORNERS, SECURE TO STRUCTURE SIM. TO CEILING WIRE SUPPORTS TRI -LOCK AA520 OR DUROWALL A052 MASONRY TIES tg 16 "O.C. ROOF - PURLIN GRID SEE PLAN STIFFENER IQ /2 (TOP & 80T.) It COLUMN 3" TYP. 1/4!/ V2x8 1- H NO. OF BOLTS REQ'D. INDICATED BY SEE FRAMING PLAN n -xDR GIRDER -{SEE SCHEDULE GIRDER - COLUMN FLANGE DETAIL U co M x�p GIRDER SEE SCHEDULE GIRDER - COLUMN WEB DETAIL TYPICAL_ DOUBLE ROW CONNECTION DETAILS 3', BRG. TYP SEE MECH. SEE MECH. SEE MECH. .. TYP. CENTER ANGLES MAYBE OMITTED FOR LARGER OPENINGS NOTE: STEEL DECK NOT SHOWN FOR CLARITY TY'E 1: L6x4x3§ LLV TYP' BELOW ALL A.C. & H.P. UNIT (COPE LL 31/4" TYP.) TYPE 2: L4x4x % 0 ALL OTHER OPENINGS GREATER THAN 12 x 12 Y16 U TYP. ROOF PURLIN NOTE: COORDINATE ALL OPENING SIZES WITH FINAL APPROVED MECHANICAL SUBMITTAL. TYPICAL ROOF OPENING ANGLE FRAME re SEE ARCH. L 4x4x5/16 W/ % "$ EXP. ANCHOR 0 3' -0" (MAX.) O.C. SEE ARCH. MASONRY TIE STEEL RELIEVING (a EMU) SECTION /1„ = 1' -0" 4 L2V2X2V2xYis TYP. %" PLYWOOD ELEVATION BRICK VENEER SEE ARCH. CONC. OR 8" CMU WALL (GROUTED SOLID) ANGLE (4) 1/2"93 THREADED RODS W/ DBL. NUTS EA. END CEILING PLAN SEE ARCHITECTURAL FOR SUPPORT LOCATION. T.V. MONITOR SUPPORT 4 16 GA. STEEL STUDS 0 16 "O.C. FLEMING MASONARY ANCHOR SYSTEM (BURKE CO. OR EQUAL) 51/ 9 GA. WIRE 0 12 "O.C. 12" MIN. LAP BRICK VENEER SEE ARCH. FLEMING ANCHOR - ------- SLOT (BURKE CO. OR EQUAL) 16d NAIL WEDGES (TYP.) SECTION „55.1 1" .11-0" (4) 1/2'o THREADED RODS ;Y/ DBL. NUTS EA. END ELEVATION (0 EXIST. CONC. FLOOR) STANDARD BOLTED CONNECTION SCHEDULE BEAM SIZE NO.OF BOLTS REQ'D. PLATE THICKNESS WELD SIZE CONNECTION CAPACITY STANDARD HOLES SLOTTED HOLES 44110 1 „� W6 (HORI7.) •/4 15.4 K 13.2 K C8 2 741 1/4 15.4K 13.2K W8 2 % 1/4 15.4 K 13.2K C10 2 % I/4 15.4 K 13.2 K W10 2 % 14 15.4 K 13.2 K W12 3 1/4 23.1 K 19.8 K W14 3 % 1/4 23.1 K 19.8 K W16 4 % /4 30.8 K 26.4 K W18 5 : V4 38.5 K 33.0 K r W21 5 /2 X16 68.5 K 59.0 K W24 6 V2 546 82.2 K 70.8 K W27 7 /2 '16 95.5 K 82.6 K W30 8 V2 7I'6 109.6 K 94.4 K W33 9 1/2 ;f6 137.0 K 118.0 K W36 9 - %2 6 137.0 K 118.0 K NOTES: 1. ALI. CONNECTION PLATES TO BE A36 STEEL. 2. ALL BOLTS TO BE A325 -F. 3. UNLESS OTHERWISE NOTED ON PLANS STANDARD BOLTED CONNECTION SCHEDULE APPLIES. ON PLANS, INDICATES TOTAL NO. OF BOLTS IN VERTICAL ROW WHEN STANSCHEDULE .DOES ET AP AP ON PLANS, INDICATES DOUBLE ROW CONNECTION, 0 EA. END OF BEAM, SLOTTED HOLES ARE NOT PERMITTED, SEE TYPICAL DOUBLE SHEAR CONNECTION DETAILS THIS SHEET. (n) - INDICATES TOTAL N0. OF BOLTS, (x) - INDICATES BOLT SIZE. 6. TYPICAL CONNECTION DETAILS SHOWN ABOVE MAY BE SUBSTITUTED BY FABRICATOR TO "-.DIT HIS SHOP FABRICATION TECHNIQUES. SUBSTITUTED CONNECTIONS SHALL MEET THE CAPACITIES SHOWN IN THE CONNECTION SCHEDULE ABOVE. ALL ALTERNATE CONNECTION DETAILS SHALL BE IN ACCORDANCE WITH A.I.S.C. AND CONNECTION TYPES SHALL BE SUBMITTED FOR REVIEW PRIOR TO COMMENCEMENT OF SHOP DRAWINGS. TYPICAL STRUCTURAL FRAMING NOTES 1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S1.1. 2. COMPOSITE FLOOR SLAB SYSTEM CONS! STS OF 4%2' NORMAL WEIGHT CONCRETE OVER 112' -20 GA. STEEL DECKING. (U.O.N.) 3. H INDICATES MOMENT BEAM CONNECTION, SEE THIS SHEET FOR Imo- TYPICAL DETAIL. 4. [xx] ADJACENT TO BEAM SIZE DESIGNATIONS INDICATES THE NO. OF SHEAR STUDS REQUIRED ON BEAM, SEE SHEET 35.1 FOR SIZE AND SPACING DETAILS. (x) AT BEAM DESIGNATION INDICATES CAMBER REQUIRED. T.O. SLAB TE SEE PLAN 5 (2) %"0 EXP. ANCHORS (1?" EMBEDMENT) (TYP.) L 21/2x21/2046 FRAME SEE PLAN (2) 1.5x3x1/4 LLV BTWN. BEAMS f ELEVATION (t STEEL DECK) "W" BEAM - --T - -- SEE PLAN (2)1_21/2x21/2016 --~ 1 (4) 1/2"0 THREADED RODS 1i/ DBL. NUTS EA. END ELEVATION (4) 1/2"0 THREADED RODS W/ DBL. NUTS EA. END SEE ARCHITECTURAL FOR SUPPORT LOCATION. T.V. MONITOR SUPPORT 4 IIIIIIIIIIIIIIIII IIIIIIIII! IIIIIIIIIIfIIIIIiIIl111lIIllII111II11I111I1 0 'G,1...111<.. , 2 4 1111111111111111110111111111011 1 7 11111111It11111111III1111111I11111 !1111�111111 !III1I11111111111111I1111 9 10 11 31St¢ V114P4Mi. 1 • 6 • • ALL DIMENSIONS ON THE PLAN SHEETS PERTAINING TO THE ELEVATOR AND ESCALATOR OPENINGS SHALL BE VERIFIED WITH THE MANUFACTURER. 7• VERIFY MECHANICAL OPENING SIZES AND LOCATIONS WITH LATEST ARCHITECTURAL AND MECHANICAL DRAWINGS. 8. FOR COLUMN SIZES SEE COLUMN SCHEDULE ON SHEET S2.3, UNLESS NOTED ON PLANS. 9. FLOOR DECK SPECIFICATION A. DECK SHALL BE 112" TYPE B COMPOSITE FLOOR DECK, VERCO MFG. CO., OR APPROVED EOUAL. PER I.C.B.O. 1. GAGE: 20 2. SECTION MODULUS: .271 IN. 3 3. MOMENT OF INERTIA: .233 IN. 4 4. SHEAR CAPACITY: 1840 LB. /L.FT. B. DECK SHALL BE GALVANIZED. C. DECK SHALL HAVE INTERLOCKING SIDE SEAMS. D. SIDE LAP CONNECTION: BUTTON PUNCH 0 36 "O.C. E. WHERE STEEL STUDS DO NOT OCCUR: PROVIDE {4} I /2 "o PUDDLE WELDS AT EACH SHEET AT ALL SUPPORTS PERPENDICULAR TO FLUTES. ALONG SUPPORTS PARALLEL TO FLUTES PROVIDE 1/2"0 PUDDLE WELDS 0 9 "O,C. WHERE PUDDLE WELDS AND STUDS COINCIDE, THE PUDDLE WELD MAY BE REPLACED BY THE STUDS. WWF CTR. (U.O.N.) BASED ON 7' -6" SPAN 10. ROOF DECK SPECIFICATION A. DECK SHALL BE "VERCO SYSTEM 80 RRI124389 ", VERCO MFG. CO., OR APPROVED EQUAL. PER I.C.B.O. 1. GAGE: 20 2. SECTION MODULUS .271 IN. 3 3. MOMENT OF INTERIA: .233 IN. 4 4. MINIMUM SHEAR CAPACITY: 970 LB. /L.FT. B. DECK SHALL BE GALVANIZED. C. DECK SHALL HAVE INTERLOCKING SIDE SEAMS. D. DECK SHALL HAVE 2" (MIN.) END LAPS. E. SIDE LAP CONNECTION: BUTTON PUNCH a 24 "O.C., F. DECK ATTACHMENT TO SUPPORTS (PERPENDICULAR TO FLUTES): (6) 1/2"� PUDDLE WELDS EACH SHEET. G. DECK ATTACHMENT TO SUPPORTS, CHORDS, STRUTS, ETC. (PARALLEL TO FLU I "6 PUDDLE WE 1 "O.C. (C .ACITY =1150 LB. /L.FT.) CITY OF TUKWILA APPPnrrcr) JUL 24 1987 AS NU!LU BUILMNG DIVISION 14. MIKIIMtJA 3 COOTfIJUo05 5PANS __.a_ vRll'>f1eMYlYpTbyo./taaenenx _..nw.A L COPYRIGHT© 198 THE CA1LISON PARTNERSHIP The Csiiison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 A Professional Service Corperotion IN CONSULTANTS IINIENIMEIRSIMMISMI Coffman AfFT Engineers 72A Olive Way, Suite 300 Seattle, Washington. 98101 -1856 (206) 623 -0717 ® REVISIONS No. Dote Item 4ODG IDd U &I 21 APPROVALS MITCHELL /CREIGHTON Project Architect YOTSUUYE Drown FAHEY /FIRTH Checked Approved .r ' \S G: pis sLtc. e‘ or ,r% li40r Regie trot! on El SHEET TITLE IRMINEMSSIE TYPICAL STEEL CONNECTION DETAILS 86205 Project No. APR 2 1987 Da e SHEET NO. IMINNERMainewungmlimpli S5.1 EEEE • s VAltr1:i:it%fTiatYC C•. iV.i .: one 9, -911 91.311 24' -0" c 41 -411 8" CMU WALL re) D M 118.4 DN MC1Ok8.� z 91 -211 EL. = 631 -0" THIRD FLOOR PLAN - STAIR *2 4 11 - 11 011 31.611 ea. co EL. = 671 -63/4" LANDING PLAN - STAIR 42 1/4"- 1141 C10xi5.3 U 1ri u i > (ll X 0210x15.3 — 10x15.31 EL. = 791 -6'° THIRD FLOOR UPPER LEVEL PLAN -- STAIR #2 1/ 11 - 11 -011 4 1111 1111111111111111111111!1111111 111111111111111111111J1111111111111 -- 13' -7" 24' -011 IM -ad 21.211 61.0411 m..1154.4.8" 8" CONC. WALL B EL. = 37' -7" LANDING PLAN - STAIR *2 6' -244" 1j 51-84/4" 1/4" - 11 -0" 26' -011 11 8" CMU WALL 8" CONC. WALL %/fib/ ...4I/ //Y. I !'/1/ SI /i EDGE OF SLAB EDGE OF 'r3-1 / SLAB S6.3 11 EL. = 46' -8" SECOND FLOOR PLAN - STAIR 42 1/411 _ 11 -011 24' -O" 31 -611 S6.3 Mt108. J S S6 Aod U M 10 8 C10 x15.3 BECK rri SPAN o 210x1 31.911 41 -0" 'DN 4 N! 1O; <8. 11/2 SG. B 8" CMU WALL EL. _ 53t -8" LANDING PLAN - STAIR *2 1/4"-t-0" 1111 111111111111 111!'!111111 1111111111111111111111111111111 11111 11111 STAIR NOTES: 1. FOR FLOOR AND ROOF FRAMING SIZES NOT SHOWN, SEE FLOOR AND R0CF FRAMING PLANS. 2. FOR TOP OF STEEL (T.O.S.) ELEVATION NOT SHOWN, SEE FLOOR AND ROOF FRAMING PLANS. 3. TYPICAL FLOOR AT LANDINGS, 2! NORMAL WEIGHT CONCRETE w/ 6x6 - W1.4xW1.4 WWF OVER 11/2' 20 GA. FLOOR DECK 4. DIMENSION POINT (DIM. PT.) ARE TYPICALLY TO FACE OF CHANNEL, WHICH IS ALSO BACK OF THREAD. r9ECK SPAF CITY OF TuK /vtrA APPRovED JUL 2 4 1987 5. FOR LENGTH OF STRINGER BEYOND NOSE OF THREAD, r {; lYUriU SEE ARCHITECTURAL STAIR DETAILS. `---- ' �Uitt.T';�' �rst�.l,..,,, 6. FOR HANDRAILS, SEE ARCHITECURAL STAIR DETAILS. CGPYRIGHTO 1."e THE CALLISON PARTNERSHIP The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle, Washington 98131 (206) 623 -4646 A Professional Service Corporation ® CONSULTANTS IffiliNEMIIISIMMIZSIMIlill Coffman VFT Engineers 720 Olive Way, Suite 300 Seattle, Washington. 98101-1868 (2u6) 823 -0717 IN REVISIONS ilitillintilaSISSMIEWIMAINEll No. Date Item ® APPROVALS MITCHELL /CREIGHTON Project Architect YOTSUUYE Drawn FAHEY /FIRTH Checked Approved 40..\:‘,0';77‘ +y + aq »9•,•• Z.G.: As;\ • isat • Registration IN SHEET TITLE STAIR PLANS STAIR *2 APR 2 {987 86205 FEBRUARY 17, 187 Date Protect No. ■ SHEET N0. liellgilinallaimemmul S6.1 INIENEnniumenNIMERSIEMONINIEN SEE ' ARCH.{ ANS DIM. PT. CCNC. FILLED PANS, SEE ARCH. L3x3xl /4x0' -4 CLOSURE I$ )I6 10" CHANNEL STRINGER, SEE PLAN .CONC. SLAB (1) T ANCHOR BOL IF CONC. SLAB IS IN PLACE USE (1) 34" gs EXPANSION BOLT END It. /4 %( CONC. ERECTION SUPPORT BLOCK SECTION 1". 1' -0" S6.1 36.2 DIM. PT. �; 64' � t BM. �- - 3" i BRG. L3v3x1/4x0' 4" W/ STIFF. It1/4 CENTER r r"L CONC. FILLED PANS, SEE ARCH, 10" CHANNEL STRINGER, SEE PLAN "W" BEAM, SEE PLAN rt SECTION 1" = 1' -0" it TS S6.2 tt'/4 x 5 x -8l'/ W /(2) "O O' A325 BOLTS TS3 x 3 POST 10" CHANNEL '71 s DETAI L 1" -11-0" o' TS S6.2 r -FOR CONNECT!O SEE SECT. R /56.3 ----- ARCH. F1Ni SH TS3x3 HANGER FOR CONNECTION SEE DET. 2/S6.3 SECTION 1 " =1' -0" FOR EXTENSION, SEE ARCH. S6.1 10" CHANNEL 1' -0" 1 DIM. PT. I /CLOSURE 116 3i CONC. FILLED PANS, SEE ARCH. 1 DIM. PT. SEE 1. ARCH. CONC. FILLED PANS, SEE ARCH. L3x3x1/4 x0' -4" CLOSURE it).�f6 -10" CHANNEL STRINGER, SEE PLAN CONC. SLAB (1) 3,"O BOLT -- IF CONC. SLAB IS IN PLACE USE (1) '4" Ps EXPANSION BOLT DIM. PT. 11 SECTION 1" = 1' -0" BM. 3" BRG. 14 GA. GALV. PLATE OVER 3 FLUTES MIN. WELD BOLT TO PLATE L3x3xV xO' -4" W/ STIFF. 1t '/4 CENTER L 104 CHANNEL STRINGER, SEE PLAN END iLV4 - �is i6 S6.2 SEE ARCH. ! SEE PLAN END Ik%4 CONC. FILLED PANS, SECTION 1„ =1.-0" kTS "W" BEAM, SEE PLAN TS3x3 -- HANGER 12l/ x5%x>0' -a%2 W /(2) �4 "Y 5 A325 BOLTS 10" CHANNEL DETAIL 1 " =1' -0" FOR CONNECTION SEE SECT. C /SF 3 S6.2 01M.PT. ?'0%2' TS3x3 POST it1/2 x4 x01-4" DIM. PT. CLOSURE I3if6 10" CHANNEL PIECE CONC. FILLED PANS, SEE ARCH. 10" CHANNEL STRINGER, SEE PLAN DIM. I T.i FOR EXTENSION, 7... SEE ARCH. 2V" CONCRETE SLAB W/ 6x6 - W1.4xW1.4 WWF ON 111 /21 20 GA. FLOOR DECK (TYP. LANDING) SEE PLAN It BM. :. BRG. �L4x3xl /Vx0,_5I /" W/(2) A325 \ BOLTS \y 1Q CHANNEL /L3x3x1/4x0' -4" w/ STIFF. V/4 CENTER 10" CHANNEL --- STRINGER, SEE PLAN BM. SECTION 1 ":1._0.. TS3x3 - I HANGER /3 SIM. L3x3x x0'-51!, CONC. FILLED PANS, SEE ARCH. (2) rO EXP. BOLTS EXIST. - ---._� CONC. BEAM 10" CHANNEL STRINGER, SEE PLAN FIELD VERIFY L4x3XV4�x0'_5 f2" W /(2) it A325 BOLTS SECTION 1 " : 1,_0" 56.2 (2) "0 EXP. BOLTS 10" CHANNEL SECTION 10" CHANNEL - 3r6 T.O.S. SEE PLAN "W" BEAM, SEE PLAN !` BM. T.O.S. SEE PLAN "W" BEAM, SEE PLAN S6.2 41v " c MAX. CONC. FILLED PANS, SEE ARCH. DIM. P FOR EXTENSION, SEE ARCH. DIM. PT. �-CLOSURE 016 CONC. FILLED PANS, SEE ARCH. 10" CHANNEL -- -� L3x3x%XO' -51/2" W /(2) 4"o A325 BOLTS SEE PL"` BM. AN BRG. 10" CHANNEL STRINGER, SEE PLAN SECTION 1" = 1'_0" L3x3xV4xO' -4" W/ STIFF. I2/4 a CENTER 10" CHANNEL STRINGER, SEE PLAN L1V X11/2 Xf6 )I6 10" CHANNEL PIECE "W" BEAM, SEE PLAN TS3 x3 POST )16V T.O.S. SEE PLAN i<'-%2x6 W/ 3" MIN. SEARING I -� I 1 I I - TS3x3 1 I6_ HANGER 1 1 SIM. SECTIONED 1" 1.'0" L4x3xli9.xO' -5�2" - W /(2) )'4'93 A325 BOLTS SECTION 1" . 1' -0" ---10" CHANNEL -L6x6x W/ (2) gg"o 3OLTS IN SLOTTED HOLES EXIST. CONC. WALL ..xce. -ret: ri:av�atA" 'oan• era^. s. YkY_ -wn.::sF'w r..rnaJ'. a,Aar, PLAN ....ic as!1s775rJff t.tbtiJr: ?'nRr.;mr+!.v r..rj4,? • ----"W" BEAM SEE PLAN 56.2 11/2"" N t TS T.O.S. SEE PLAN END 0.1/4 "W" BEAM, SEE PLAN SEE PLAN )16 "W" BEAM, - SEE PLAN SECTION 1 " =1'-0" 10" CHANNEL PLAN --TS3x3 HANGER TYP,, rn V/ x51/x01_81/2, W /12) ,4 "0 A325 BOLTS It 4x5 xO' -41/2' W /(2) it" 0 A325 BOLTS lt%2x4xO'- 1O" w/ (1) 0 EXP. BOLT (EMBED 4 ") 1 ---- -- - EXIST. CONC. BEAM r ---- It /2 x 4 xy1"' -0" W/ (1) /4"O EXP. BOLT (EMBED 4 ") SECTION 1" A 1' -0" TS3x3 HANGER I" 2 CLR. -- TS3x3 POST 186x8 346 56.2 TS3x3 HANGER SiM. FOR CONNECTION SEE SECT. B /S6.3 AND SECT. C /S6.3 21/2" CONCRETE SLAB W/ 6x6 - W1.4xW1.4 WWF ON 11/2' 20 GA. FLOOR DECK (TYP. LANDING) 56.2 his L4x3xl/4'xO'_51/2" W /(2) 0 A325 BOLTS 10" CHANNEL FACE OF WALL S6.2 10" CHANNEL STRINGER, SEE PLAN FLOOR CONT. a SIM. T.O.S. SEE PLAN 10" CHANNEL DIM. PT. SEE ARCH. -��-- CONC. FILLED PANS, SEE ARCH. CLOSURE 1g f6 6 416 L3x3xlq� CLIP W /(2) s� A325 BOLTS (2) "0 EXP. BOLTS (EMBED 4 ") T.O.S. SEE PLAN L5x4x� w/ (2) 4" 0 BOLTS IN SLOTTED HOLES LONG LEG DIM. PT. 56.2 3'- ', CONCRETE OR CMU WALL, GROAT CELLS SOLID AT. CMU WALL 6" tr SECTION 1" =1' -0" X10" CHANNEL 21/2' CONCRETE SLAB W/ 6x6 - W1.4xW1.4 WWF ON 11/2" 20 GA. FLOOR DECK (TYP. LANDING) 56.1 S6.2 i t FACE OF WALL CONC. FILLED PANS, SEE ARCH. 2V2" CONCRETE SLAB � W/ 6x6 - W1.4 xW1.4 WWF ON 11/2' 20 GA. FLOOR DECK (TYP. LANDING) Iy _ 10" CHANNEL CONCRETE OR CMU WALL, GROUT CELLS SOLID AT CMU WALL T.O.S. SEE PLAN L4x3x% LLV W/ % "o EXP. BOLTS (EMBED 4 ") 24 "O.C. SECTION 1". 11_0'. It COL. S6.2 SEE '- COL. PLAN "W" COLUMN -- - -� ; ,---10" CHANNEL DETAIL 2V" CONCRETE SLAB W/ 6x6 - W1.4xW1.4 WWF ON 11/2' 20 GA. FLOOR DECK (TYP. LANDING) 10" CHANNEL _------ •- -.L4 x 3 x V4�x 0'..5/2" W/(2)4 0 A325 BOLTS fS; ,it+ -` -- 19 11th► ANA --4i x 4 x 0' -9" W/ (2) 4 "0 BOLTS 1 FOR CONNECTION SEE SECT. P /S6.3 SECTION 1". 1'_0" L3X,3x1(4 s9 4'-d O.C. MI6 SECTION S6,2 10" CHANNEL STRINGER, SEE PLAN 10" CHANNEL L4 X3x14X0' -5%2' W /(2) '0 A325 3OLTS NOTE: L3x3 IS NOT REO'D. IF DIMENSION IS 4%2' OR LESS OR DECK RUN PE2PENDICULAR FROM SHOWN 21/2' CONCRETE SLAB W /6x6- W1.4xW1.4 WWF ON 112" 20 GA. FLOOR DECK (TYP. LANDING) CLOSURE $.16 "1 DIM. PT. SECTION 1 " =1' -0" CONC. FILLED PANS, SEE ARCH. 10" CHANNEL it x4x0' -9" W/ (2) 44"0 BOLTS TS3x3 ' POST 1\ ti I y�ii�"F.y�►.>� .�zw�.2was::�w.v.n jai �,+awc..sw,ncn.w,» >�,...... .. 3f6v L3x3xV CLIP W /(3) 0 A325 BOLTS �- KERF It% 316 10" CHANNEL STRINGER, SEE PLAN FOR SEE "W SEE SECTION 1..:1. -O" X56.2 CONNECTION SECT. P /S6.3 BEAM, PLAN .........+rro .G4:A 02111 i.0FMO S...:. , W BEAM SEE PLAN S6.2 CITY OF TUKWILA APPROVED] JUL 2 4 1987 AS NOTED COPYRIGHTt. 198 THE CALLISON PARTNERSHIP The Callison Partnership Architecture Programming Planning Interior Design 1423 3rd Avenge Suite 300 Seattle, Washington 98101 (206) 623.4646 A Protessionoi S.rvice Corporotion lib CONSULTANTS Coffman VFT Engineers 720 Olive Way, Suite 800 Seattle, Washington. 88101-1868 (208) 823 -0717 REVISIONS No. Date Item ■ APPROVALS MITCHELL /CREIGHTON Project Architect STANDARD Grown FAHEY /FIRTH Checked Approved #.0_,‘„\\S-9., 4,4. o©ttiai'L • • 1!4A 4;'#At t*',,, ••,.•e *" Registration in WET TITLE NISINSUMEEmIlliVarm STAIR SECTIONS Air' DETAILS APR 2 1987 86205 FEBRUAII4 17, 1987 Project No. Data In SHEET NO. MINIMMINSEIRMINimaillingli S6.3 ♦RiX�`t•P yew. ". 1111111111111111111111111111111111 11111111111111111111111111111111111 11'1111111 11111111111111111111111 1111111)111111111p 1' lilt ill 111lilt 1 'I11111Iil11I1 Aft ...'S.eA ..l a Y 14' -9" 24'-0" 5' -711 !PH 24' -0" EXIST. — CONC. WALL 6' -5 %" 1' -O" EL. = 371 -7" LANDING PLAN - STAIR 4 4 11 _ 11011 24' -O" rE%1 \,J =001•110• EDGE OF SLAB 0 r A L/I ■!/ // / // APO EXIST. CMU WALL EL = 46' -8i1 SECOND FLOOR PLAN - STAIR 4 4 " : 11.On 0 EXIST. CMU WALL EL. = 551 -511 LANDING PLAN - STAIR #4 1/4" : 11_011 EDGE OF SLAB EXIST. CMU WALL FL. = 63' -O' THIRD FLOOR PLAN - STAIR #4 ..,0*10?:07.1004P6X00#0A4 94a00001, %Y3 01.110/1100100111070000.0. 000000009010P000.0000r 1/4n a 11 -0n 1.70., 0.Atklowl:.tu!aaYxe;..•. n..0 .x.<,. ,41414141 ..� ,. ,ay.- .:W, txiS..tJ7,l: M..:; .:: .�^11�0" /-r:^5...':�cn�:v...,•. 8" CMU WALL ,41,41.., c >n ..:.wS±`:'?C.il.. :'ir: II�III�I�I�IiI�III�III�III�l�lll 1 0 ,4I1�� 1 2 cif l lJlIIIlJIIllIIIIl�1Il�lll�IIlll�lj :1' 1+ ' . 5 THIRD FLOOR PLAN - STAIR 9 4 n = 11 -011 A.5 A.4 o" 3' -O" 7' -7" 3' -6" 711 3'-6.' �l 0l/ " '- l 2 l - 11 EL. = 69 -10" LANDING PLAN - STAIR 43 1/4" .1.-0" 4.4 111 -011 te 4/ 4'4/2" M I 12' -0" 1 5' -11/211 EL. - 79,-6" THIRD FLOOR UPPER LEVEL PLAN - STAIR 9 11 .11-0" 26'-0" 15T = 13' -9" T.O.S. 31..90 1 M 1 Ci x20 I,.. •! 1 !— (12.9 EL. = 37'41 LANDING PLAN STAIR *3 4 1 4 - 8' -11 %" 5'-8V 31 -3" IA' 26'0" ?=� fT -6 - 8" 8" CONC. WALL �N 47 EDGE OF SLAB L;:TT91O 1'.3 DN The Callsson Partnership Architecture Programming Planning interior Design 1423 3rd Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 A Professionoi Service Corporation illiCINSULTANTS Coffman VFT Engineers 720 Olive Way, Suite 300 Seattle, Washington. 9810M856 (208) 8823 -0717 ® REVISIONS No. Dote item 1...2e)12 L� EDGE OF /sLA B ...,...o. .00..41.,......- .,0...�.100..02M.01e. a 77 72: .77 1 51 -84" l g" J 4 a7, i -2 %" F 8" CMI' WALL = 46' -3 ;1 SECOND FLOOR PLAN STAIR 9 0 CD 11 � 11_011 28'_0" 16-4" � 2 -2 i11-6" 11 2'_ 7%” c. SI M. T.O.S. 52' -91, 11" 2 -* 3L6 „ f' -10V411 — - - —� iCO. ..II' ri// %/i./r*irm 8" CMU WALL EL. = 53 -111 LANDING PLAN - STAIR 9 1/4 ".11_0" q r. t1.7 4141 1 ,. Ni 8" CONC. WALL CITY OF tUI't - ApQROVED JUL 2 41987 AS NOTED COPYRIGHT@ 19B TIE CALLISCN PARTNERSHIP V.7 0.,2110104. "'ROYALS ISOMIMMAIMNIIMENEENG CHELL /CREIGHTON oieci Architect YOTSUUYE Drawn FAHEY /FIRTH Checked Approved Registration iC SHEET TITLE IfINISSEIMaimanom STAIR PLANS STAIR 43 STAIR *4 or- APR 2 1987 86205 FEBRUARY 17, 1987 Data Project No. ® SHEET CIO. S6.2 02/11/87 PLOTTED .. Md.!,frA1p1B3N,..lvr'+^Mw. • 11111111111 G1. 11111111 1 111111111 7 1III11111111'Il1111l1111111 1111' 111'1111111111I11' 1111111I11.1111I > 3 9 10 11 44""FI,..1. 12