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Home My WebLink AboutPermit D2000-013 - QWEST - CYBER CENTER (Only Plans)west® OWEST COMMUNICATIONS SEATTLE CYBER CENTER PHASE II & III 6101 SOUTH, 180th ST. TUKWILA, WA. 98188 0 ',////// I1111�1111Q111\I :111 00 1 `��,t, ,��1�� . ..•,,.w' KDC Architects - Engineers. P.C. 12250 East Iliff Avenue, Suite 302 Aurora, Colorado 80014 303.750.6999 FAX 303.750.0236 OWNER QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY BUILDING 53 GOLDEN, I CO 80401 ATTN: FRED MAIDESIL (303) 445 -7130 FAX (303) 445 -7225 DESIGN BUILDER KAJIMA CONSTRUCTION SERVICE, INC. 901 CORPORATE CTR DR., 3RD FLR. MONTEREY PARK, CALIFORNIA 91754 ATTN: THOMAS J. WHITE FAX 3)814) 336 3 X (714) 336-5574 ARCHITECT KDC ARCHITECTS - ENGINEERS, P.C. 12250 EAST ILIFF AVE., SUITE. 302 AURORA, COLORADO 80014 ATTN: I KENNETH D. CAMP, ALA, PE OR MARLENE KINGMAN (303)750 -6999 FAX (303)750-0236 STRUCTURAL CG ENGINEERING 111 MAIN STREET, #106 EDMONDS, WA 98020 ATTN: CHEW CHASE (425) 778 -8500 FAX (425) 778 -5536 MECHANICAL MacDONALD- MILLER 7717 DETROIT AVENUE SW EDMONDS, WA 98020 ATTN: BRET LOVELY (206) 768 -4026 FAX (206) 768 -4027 ELECTRICAL SASCO 4701 VON KARMAN AVE., STE. 100 NEWPORT BEACH, CA 92660 ATTN: JERRY JORDON (949) 724 -1569 x226 FAX (949) 724 -3847 [HEX OF DRAWINGS_ I LYMBOLS •d DETAIL SHEET SECTION SHEET ELEVATION SHEET INTERIOR SHEET FINISH DOOR TYPE WINDOW TYPE NEW IXISTING REVISION KEYED NOTES ROOM NAME AND NUMBER (= {GENERAL NOTES TILE SHEET A -8.3 ELEVATIONS M2.01 PARTIAL FLOOR PLAN - WEST -HVAC ELECTRICAL NUMBER NUMBER FOR DETAIL NUMBER NUMBER FOR SECTION (N) (E) NUMBER NUMBER FOR ELEVATION ELEVAT.ON NUMBER NUMBER FOR ELEVATION CONTRCL SYSTEM NOTES Q -� A 1. 2 4. 5. 6. 8. 9. 0. 11. 12. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL VISIT THE J065BE 13. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING HIS BEST SKILL TO REVIEW SCOPE OF WORK AND EXISTING JOB CONDITIONS AND SHALL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONS1RUCTION FA.MIL!AR!ZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR DEMOLITION, CONSTRUCTION, MECHANICAL AND ELECTRICAL INSTALLATION, AND COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. OVERAL COORDINATION AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. CONTRACT SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL 14. CONTRACTOR SHALL NOTIFY ARCHITECT /ENGINEER OF ALL PRODUCTS OR ITEMS CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT NOTED AS "EXISTING° WHICH ARE NOT IN FIELD. DETAILS ARE INTENDED TO THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT CONSTRUCTION. JOB DIMENSIONS OR CONDMONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A 15. MAINTAIN THE EXISTING BUILDING IN A SAFE AND WEATHER -TIGHT CONDITION DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT ANO APPURTENANCES, AND LABOR THROUGHOUT THE CONSTRUCTION PERIOD. MAKE NECESSARY PROVISIONS TO NECESSARY TO AFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. THE PROTECT EXISTING IMPROVEMENTS, ETC., AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT MAY OCCUR DURING CONSTRUCTION. KEEP PUBLIC AREAS SUCH WORK SHALL ALSO INCLUDE ALL MATERIALS, DETAILS' AND LABOP. NECESSARY FOR AS CORRIDORS, STAIRS; AND TOILET ROOMS FREE FROM ACCUMULATION OF WASTE 'THE SUCCESSFUL INSTALLATION OF THE WORK DESCRIBED HEREIN. MATERIAL, RUBBISH OR CONSTRUCTION DEBRIS. DEMOLITION IS NOT NOTED ONLY TO WHAT IS INDICATED ON THE DRAWINGS.' fi. CONTRACTOR SHALL REM. DRAWINGS AND INSPECT JOB SITE FOR REMOVAL OR PLANS ARE TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO ENCAPSULATION OF ANY HAZARDOUS MATERIALS RELATED TO DEMOLITION WORK AND COMPLETE THE PROJECT AS SHOWN ON CONSTRUCTION DRAWINGS. NOTIFY BUILDING OWNER OF REQUIREMENTS FOR REMOVAL OR ENCAPSULATION OF UNLESS SPECIFICALLY NOTED OTHERWISE IN THESE DRAWINGS, THE CONTRACTOR SUCH MATERIALS IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. CONTRACTOR SHALL NOT COMMENCE WITH ANY DEMOLITION WORK SHALL INE ALINACOSTING WITH M T BUILDING OWNER, OR HIS AUTHORIZED AGENT TO UNTIL ALL HAZARDOUS MATERIAL HAVE BEEN IDENTIFIED AND LOCATED AND DETERMINE O ALL ITH MATERIALS /ITEMS T0. BE SALVAGED AND RETAINED BY PROVISIONS FOR REMOVAL OR ENCAPSULATION OF SUCH MATERIALS HAVE BEEN THE BUILDING OWNER, THE CONTRACTOR SHALL REMOVE SALVAGABLE MATERIALS PROVIDED. FROM THE SPACE AND STORE IN A LOCATION AS DIRECTED BY THE OWNER. ALL OTHER MATERIALS, RUBBISH, AND DEBRIS SHALL BE PROMPTLY REMOVED AND 17. CONTRACTOR SHALL PERFORM HIGH QUALITY PROFESSIONAL WORK. JOIN MATERIALS PROPERLY DISPOSED OF BY THE CONTRACTOR AT AN OFFSITE LOCATION. TO UNIFORM ACCURATE FITS SO THEY MEET WITH N.T. STRAIGHT LINES, FREE ALL, ELECTRICAL- TELEPHONE CONDUIT AND /OR PLUMBING WITHIN DEMOLISHED OF SMEARS OR OVERLAPS. INSTALL EXPOSED MATERIALS APPROPRIATELY LEVEL, AND CLEAR OF NEW PLUMB AND AT ACCURATE RIGHT ANGLES, OR FLUSH WITH ADJOINING MATERIALS. WORK OF EACH TRADE SHALL MEET ALL NATIONAL STANDARDS PUBLISHED BY THAT EXPOSED. ANG ROPERLYM CAPPEDPORO TERMINATED IS NO WORK. IF THE ELECTRICAL- TELEPHONE CONDUIT AND /OR PLUMBING IS TO BE TRADE' CONSTRUCTION IT SHALL BE REMOVED UP TO THE POINT REUSED AS A PARE FA NEW 78. STRUCTORAL COMPONENTS OF THIS FACILITY ARE NOT TO BE ALTERED BY THIS SHALL BE FOR INTERFACE WITH NEW CONSTRUCTION. RE CONDUIT AND /DR PLUMBING CONSTRUCTION CONTRACT UNLESS NOTED OTHERWISE. SHALL BE PER DRAWINGS AND SPECIFICATIONS. REUSE EXISTING CIRCUITS AND PLUMBING LINES WHERE POSSIBLE. ABANDONED FLOOR PENETRATIONS SHALL BE 19. GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF CAPPED BELOW FINISHED FLOOR. CONSTRUCTION DOCUMENTS ANNOTATED WITH THE LATEST REVISIONS AND CLARIFICATIONS FOR THE USE BY ALL. CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER, THE NECESSARY STEPS TO BE TAKEN TO MINIMIZE THE IMPACT TO REMAINING TENANTS FROM DUST, NOISE 20. KDC DRAWINGS AND GENERAL NOTES ARE COMPLIMENTARY, AND WHAT IS CALLED FO' AND REMOVAL OF DEMOLISHED MATERIALS. AT NO TIME SHALL THE WORK BLOCK BY ANY WILL BE BINDING AS IF CALLED FOR BY ALL. WORK SHOWN OR REFERRED RAWINEMLATION IOAT G NTEARANCE: THET RACT DOCUMEN 1;: O EA LANG. L . ETE SCOPE OF WOEVERTHELESS THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A EXCUSE HIM FROM PROVIDING A COMPLETED FACILITY AND IMPROVEMENTS IN CLARIFICATION FROM THE TENANT'S REPRESENTATIVE OR ARCHITECT /ENGINEER ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. IT WILL BE THE PRIOR TO PROCEEDING WITH THE WORK, OR RELATED WORK IN QUESTION. RESPONSIBILITY OF THE BIDDER TO BRING ANY CONFLICTS, OMISSIONS, OR DISCREPANCIES TO THE ATTENTION OF KDC, IN WRITTEN FORMAT, PRIOR R TO CONTRACTOR SHALL NOTIFY KDC ARCHITECTS.ENGINEERS, IN WRITING, AND SHALL SUBMISSION OF HIS PROPOSAL. IN THE EVENT OF DISCREPANCIES CONTRACTOR RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARLING WORK ON ANY SHALL PRICE THE MORE EXPENSIVE OR EXTENSIVE WORK, UNLESS DIRECTED ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. OTHERWISE. THESE DRAWINGS ARE APPROVED FOR CONSTRUCTION. ANY CHANGES AFTER APPROVAL INSTALL ALL EQUIPMENT AND MATERIALS A ACCORDANCE WITH MANUFACTURERS' MAY RESULT IN ADDITIONAL DESIGN AND /OR CONSTRUCTION COSTS. RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. VERIFY ALL DIMENSIONS AND CONDITIONS THE SITE, AND NOTIFY THE DATE T -1 TITLE SHEET A -9.1 SCHEDULES M2.02 A -9.2 ARCHITECTURAL DETAILS M2.03 ARCHITECTURAL A -9.3 ARCHITECTURAL DETAILS M2.04 & SCHEDULES M2.05 PARTIAL FLOOR PLAN - CENTRAL - HVAC PARTIAL FLOOR PLAN - EAST - HVAC E1 -0 SYMBOLS, PARTIAL ROOF PLAN - WEST -HVAC PARTIAL ROOF PLAN - CENTRAL - HVAC PARTIAL ROOF PLAN - EAST - HVAC E1 -1 DETAILS -HVAC E2 -1 E2 -2 E2 -3 ABBREVIATIONS & GEN NOTES FTE PLAN PACE POWER PLAN PACE POWER PLAN PACE POWER PLAN OOF FLAN PACE LIGHTING PLAN PACE LIGHTING PLAN PACE LIGHTING PLAN ETAILS ETAILS NE LI NE LINE DIAGRAM NE LINE DIAGRAM UPS A7 -B1 : ONE LINE DIAGRAM- UPS C7 & D7 LOAD CALCULATIONS A -1.1 EXISTING SITE PLAN A -9.4 ARCHITECTURAL SECTION DETAILS M3.01 A -1.2 NEW SITE PLAN A -9.5 ARCHITECTURAL SECTION DETAILS M3.01 A -1.3 FLAN A -9.6 ARCHITECTURAL DETAILS ARE PROTECTION SECTIONS, INTERIOR A -2.1 DEMOLITION FLAN A -9.7 BUILDING DEMOLITION A -2.2 DEMOLITION PLAN ELEVATION &SECTIONS FP7 COVER SHEET E2-4 A -2.3 DEMOLITION PLAN FP2 WEST FLOOR PLAN E3 -2 A -2.4 DEMOLITION PLAN CML E3 -2 FP3 CENTER FLOOR PLAN E3 -3 A -3.1 CONSTRUCTION FLAN C1.1 COVER & GENERAL NOTES FP4 EAST FLOOR PLAN E4 -0 A -32 CONSTRUCTION PLAN C2.1 DRAINAGE &SITE IMPROVEME: \'T PLAN FP5 RISER ROOM PLAN E4 -1 A -3.3 CONSTRUCTION PLAN ES -0 STRUCTURAL PLUMBING I �_ ® I►O© A -9.3 A -3.4 CONSTRUCTION PLAN A -4.1 EQUIPMENT PLAN' S1.0 STRUCTURAL NOTES P.01 A -4.1a SECURITY FLOOR PAN 52.0 FOUNDATION PAN P1'.01 A -4.1h SECURITY FLOOR PLAN 52.1 ROOF FRAMING PLAN p1'.02 A -4.1c SECURITY FLOOR PLAN 54.0 FOUNDATION OETP.ILS &SECTIONS A -5.1 FINISH PLAN SSA ENLARGED ROOF PLAN P1.03 A -6.1 REFLECTED CEILING PLAN 56.0 ROOF DETAILS & SECTIONS P2.01 A -6.2 REFLECTED CEILING PLAN 56.1 ROOF DETAILS & SECTIONS P2.02 56.2 ROOF DUNES & _ECTICNS A -6.3 REFLECTED CEILING PLAN P2.03 A -6.4 REFLECTED CEILING PLAN MECHANICAL P2.04 ROOF PLAN P2.05 ES -0 SCHEDULES & LEGENDS E5 -1 PARTIAL FOUNDATION PLAN - WEST PARTAL FOUNDATION PLAN - CENTRAL E5 -Z PARTIAL FOUNDATION PLAN -EAST E6 -0 PARTIAL FLOOR PLAN - WEST PARTIAL FLOOR PLAN - CENTRAL PARTIAL FLOOR PLAN - EAST PARTIAL ROOF PLAN -WEST PARTIAL ROOF PLAN - CENTRAL PARTIAL ROOF PLAN - EAST DETAILS O MOM 101 P m 0 P 1 �1 0 0 O A -7.1 A -8.1 ELEVATIONS P2.06 A -8.2 ELEVATIONS M.O7 SCHECULES & LEGEND - "VAC ,301 M0.2 SCHEDU�ES HVAC L PROJECT : SUMMARY F G _., ,_. ., _.I DE A. LYSIS I 4 �{/1i�j A�h� Y li�/INl.f { IYI/ G -. { VERBAL SUMMARY: SITE: QWEST COMMUNICATIONS CYBER CENTER 6101 SOUTH, 180th ST. TUKWILA, WA. 98188 JURISDICTION: CITY OF TUKWILA PERMIT CENTER 6300 SOUTHCENTER BLVD., SUITE 100 TUKWILA, WA 89188 (206) ES: 1996 NEC 1997 UPC WASHINGTON STATE ENERGY CODE 1997 WASHINGTON STATE REGULATIONS FOR BARRIER FREE FACILITIES STATE AND CITY OF TUKWILA ORDINANCES EXISTING OCCUPANCY TYPE: A -2 NEW OCCUPANCY TYPE: B OCCUPANCY LOAD: TELECOMMUNICATIONS EQUIPMENT FACILITY ZONING: TUC (II F.R. URBAN CENTER) COILDING HEIGHT/STORIES: TYPE: TYPE II F.R. -PRE ACTION SYSTEM BUILDING HEIGHT /STORIES: 329 7 STORY SITE ALA' 329,745.96 S.F. BUILDING AREA: 89,250 GROSS S.F. PROJECT AREA- 75,000 SOFT. LOT COVERAGE (EXISTING): 20% IMPERVIOUS AREA EXISTING: 90% ( ) PARKING SHOWN: NC STALLS INCLUDING 9 Cl HANDIP; 45 COMPACT FIRE RATING OF EXTERIOR WALLS: (4) HOURS FIRE RATING OF COLUMNS AND VERTICAL SUPPORTS: (2) HOURS FIRE RATING OF ROOF STRUCTURE NONE (IN EXCESS OF 25 FEET) - `� �► o E .- WITHOUT FORCE AND EFE,T ON REQUIREMENTS OF CONTRACT DOCUMENTS, THE DESCRIPTION OF THE WORK OF THE CONTRACT CAN BE SUMMARIZED AS FOLLOWS: WORK CONSISTS OF, BUT NOT L'MITED TO THE INSTALLATION OF: (14) NEW ROOFTOP AIR CONDITIONING UNITS ON ROOF OF EXISTING OF ACCESSIBLE SQUARET TO INCLUDE; NEW WALLSKWIIA ORK INCINRARAAS INDIC, STRANDER BLVD �a �Sp'' 3 �/'� [ LEGAL DESCRIPTION ION TUKWILA (L, y MINK ER l'>, BLVD \ LEGAL DESCRIPTION THAI' PORTION OF THE SOUTHWEST QUARTER Or T,HE NORTHEAST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH. RANGE 4 EAST, WM., IN KING C,,UN1Y, WASHINGTON, DESCRIBED PS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SOUTH'JJEST QUARTER OF THE NORTHEAST QUARTER OF SAID SEC LION 35; THENCE SOUTH 187 SD' 09" EAST ALONG THE NORTH LINE THEREOF, 449.30 FEET; THENCE SOUTH 0 02 C9' S1" WEST, 36.00 FEET TO THE SOUTH MARGIN OF SOUTH 180TH STREET AND THE TRUE PONT OF BEGINNING; THENCE SOUTH ' 97 50' 09" EAST ALONG SAID SOUTH MARGIN, 786.92 FEET; THENCE ALONG A CURVE TO THE RICHT HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF H 35' D5 THENCE NO AND ARC OrSTANC= OF 83.41 FEET; THENCE SOUTH '07 h4' S6" WEST, 348.Sfi FEET: NORTH • 02 09' 57" EAST, 401.77 FEET TO THE TRUE POINT OF BEGINNING. y UPLAND MIDLAND TRILAND 180th S ) ) . / ES BEFORECSTARTI NEAR AND TENANT'S REPRESENTATIVE OF ANY DISCREPANCIES BEFORE STARTING ANY WORK. SIGNATURE; QWEST COE ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE. AS A MINIMUM STANDARD, WITH ALL APPLICABLE CODES. REGULATIONS AND ORDINANCES HAVING JURISDICTION. CONTRACTOR SHALL GIVE DATE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND SIGNATURE: QWEST CSE LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. ALL ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. DATE % % %%% / / /III, VP NTg SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED OR F.M. SIGNATURE: QWEST TRANSPORT APPROVED MATERIALS IN A'UL LISTED THROUGH WALL ASSEMBLY. r /IAN t n Qwest. QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7,130 FAX: (303) 445 -7225 200004.001 CMOWSZIEMINEEMIIII VT MRKS NO DATE' ISSUE 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -01 -00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS -BUILT Q 07 07 -31 -00 SECURITY /CONST. CN 2 08 08 -09 -00 GENERAL REVISIONS I:E MO 0 IL/iV1m PECENEMNIIA CITY OF Tliki'flla cT1'( of N OC 1 ;7 PFpy,R CENTEP YI O oll tlrowings and written no ter,ol ento�neu Vere'in n y rat be dup NCOted, s d or d�sc'losed w'thout the written [anseni of the or cnitec [. DaooO-o;i3 QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 T I TLLE Sid €ET CJ (E) WATER LINE TO BE REMAIN MODIFY EXISTING SIDEWALK - PARKING, AND LANDSCAPING FOR NEW GENERATOR RE: A -I.2 G (E) CURD TO BE —\ REMAINED (E) GENERA. OR TO BE -- RELOCATED RE: A -7.2 (E) MANHOLE T BE RELOCATED REO : A -.2 (E) CATCH BASIN (E) ARE HYDRANT (E) IRRIGATION VALVE - -- (E) LIGHT POLE - (E) WATER METER - - -� S 8T 50'09 ° E IXISTING PARKING EXIST NG PARKING EXISTING R.R. EASEMENT SOUTH 180th STREET (E) LOADING DOCK 87 50 09 E 802.76' EXISTING BLDG. EXISTING PARKING W'b�►�tip v �p IIS�� ,��,ki�1�Y�sln''�it9P'os�"r'•� N�s ��n9_' �9' A' �.�e'ti".eel'.Z6�tit83k%.3'1G�' ilk® ��.''/ �'' �Y" 7�i�8�� 'PS�.v51P'�e''nw7 7,w,/ e.,a,A 7 7777 7 SEGALE DRIVE EXISTING SITE PLAN WRI SCALE: 1" = 30 -0" Mgr Dg000 CC QQ W 0) (KEYED NOTES lC> REMOVE EXISTING CONCRETE SLPB (SIDEWALK) AND ASPHALT PAVING FOR NEW GENERATORS. O C WRE IXISTIH NG EL G ECTRIC ENERA AL DRAWINTOR, FUEL TAN GS. K AND RELATED ELECTRICAL EQUIPMENT O EXISTING FIBER ROUTE MANHOLE TO BE RELOCATED COORDINATE WITH OWEST FOR PLACEMENT OF MANHOLE. ® REMOISTING ASPHALT PAVING. REWRK EXISTING GRADE TO PROVIDE RUN - OFF EX OF WATER TO EXISTING CATCH O BASIN. COORDINATE WITH CIVIL DRAWINGS. KDC Architects — Engineers, P.C. 12250 East Iliff Avenue, Suite 302 Aurora, Colorado 80014 303.750.6999 FAX 303.750.0236 Q we S t QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 ..O 200004.001 DRAWN BY VT MRKS NO DATE ISSUE _ 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05-01-00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS —BUILT Qi 07 07 -31 -00 SECURITY /CONST. CN q © q 08 08 -09 -00 GENERAL REVISIONS L� CT' OFE1TOKWIIA PEFMIT GENMF A -1.1 QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 IMEDIFIMIMMENIMMOM EXISTING SITE PLAN (N) LOCATION OF EX STING CURB RE: 2/A -1.2 -� (E) WATER LINE - ( E ) WATER LINE EASEMENT ) (N CURB BY OWNER - (N) 5 -e" HIG CMU WALL W/ 11'-0" HIGH MTL. WALL Ci (N) LANDSCAPE BY OWNER (N) LOAD BANK — RE: A..1 (N) HV METER & SWITCH RE: A -3.1 (E) WATER METER - (E) PRE HYDRANT._ (E) IRRIGATION VALVE -' (E) LIGHT POLE .!y® E II 0 1� ''<C_R, LINE 7859y -- % 11 IXISTING PARKING NOT IN LEASE IXISTING PARKING NOT IN LEASE O OIL WATER L- EXISTING R.R. EASEMENT �\ SEPERATOR (E) CATCH BAS& ENLARGED UTILITY SITE PLAN NORTH SCALE 1/16" = 1' -0" (E) FACILITY 4 PHASE 111 [ I` (N) LOCATION OF Min I MANHOLE FIBER (N) LOAD BANK — B� - MI RE: A -3.10 (N) CURB FOR __-- L_ N LANOSCA ?E BY () HV SWITCH & METER OWNER Oq l, '. FOR LOCATION RE: A -3.1 O (N) FACILITY PHASE 11 P �'R .. F YI IfrAXIM N �� QWEST PARKING SOUTH 180th STREET O I r - (E)OOCK ING . 4411 � 4 n � mMmn M n it mnnn :35.1cztomm.rt ..4 y wro ,Or APIA 4 111 OWFST PARKING SEGALE DRI VE 'D' NEW SITE PLAN SCALE: 1" = 30 -0" td it = EXISTING GRAVEL = EXISTING CONCRETE WALKWAY = EXISTING ESTABLISHED LANDSCAPING = AREA OF RASED FLOOR = AREA OF NEW LANDSCAPING BY OWNER ---0E = PATH OF EGRESS 250 -0' MAX TRAVEL DISTANCE NORTH / EXISTING PARKING NOT IN LEASE EXISTING PATY0NG NOT IN L O [(E) SIOEWALY O !EROSION ; CONTROL NOTES 1. TEMPORARY EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PS THE FIRS ORDER OF BUSINESS TO PREVENT SEDIMENTAP.ON OFF -SITE OR INTO EXISITNG STOW: DRAINAGE FACILITIES. 2. SITE SHALL HAVE PERMANENT EROSION CONTROL MEASURES IN PLACE AS SOON . POSSIBLE AFTER FINAL GRADING HAS BEEN COMPLETED AND PRIOR TO THE FINAL INSPECTION. FALLOWABLE FLOOR AREA EXISTING BUILDING DATA TOTAL 89,250 S.F. USE GROUP - B TYPE II - F.R. W/ AUTO SPRINKLER SYSTEM (SECTION 505.3) TABLE 5 -B DATA 39,900 ALLOWABLE AREA 39,900 x 3 = 119,700 ALLOWABLE AREA IiPARKINGARALMIREQUIREMEMEM REQUIRED NUMBER OF SPACES PER CRY OF TUKWILA 3.0 FOR EACH 1000 S.F. OF EQUIPMENT AREA 1.0 FOR EACH 2000 S.F. OF EQUIPMENT/SUPPORT /AND CIRCULATION AREA TOTAL ADMIN AREA = 7,490 USF & 3 SPACES /1000 USF = 23 SPACES TOTAL EQUIP /SUPPORT /CIRCULATION AREA = 48.493 USF 1/2000 USF = 24 SPACES TOTAL REQUIRED PARKING 47 SPACES TOTAL PROVDED PARKING = 57 SPACES NUMBER OF .S 0 HANDICAP SPACES: NUMBER OF EXISTING COMPACT SPACES: QWEST PARKING DATA 2 NUMBER OF IXISTING FULL -SIZE SPACES: 59 57 EXISTING PARKING C NOT IN LEASE 0 Ds;\ D°C "0 (3 W cc 0 ' f (KEYED NOTES O PROVIDE AND INSTALL NEW CONCRETE SLAB FOR GENERATORS. SLOPE NEW SLAG TO PROVIDE M T E IVE DRAINAGE WITH DRAINS CONNECTED TO UNDERGROUND DRAIN LINE St CATCH BASIN. REFER TO STRUCTURAL DRAWINGS. O REWORK EXISTING GRADE FOR POSITIVE DRAINAGE OF REVISED ASPHALT DRIVE AND FARMNG REFER TO CIVIL DRAWINGS. INSTALL NEW CURBS AS INDICATED AND LANDSCAPE AREAS. O INSTALL EXISTING GENERATOR AND RELATED E0UIPMENT. REFER TO ELECTRICAL DRAWINGS. >. NOTE ALL LANDSCAPING TO BE PERFORMED 00 OWNER. O INSTALL NEW SCREEN WALL; CMU BLOCK AND METAL WITH FRAME AROUND GENERATORS. O INSTALL (7) NEW GENERATOR AND LOAD BANK. REFER TO ELECTRICAL DRAWINGS. O INSTALL NEW MANHOLE FOR FIBER. COORDINATE WITH QWEST. O INSTALL METER AND SWITC0 AS INDICATED. COORDINATE WITH ELECTRICAL DRAW. O RESTRIPE EXISTING PARKING TO PROVIDE (2) VAN ACCESSIBLE HANDICAP PARKING STALLS. REFER TO DETAILS DRAWING A9.3 1p C00RDiNATE WITH ELECTRICAL DINGS FO LOCATION OF SAW CUTTING OF EXISTING CONCRETE SLUT /ASPHALT FOR UNDERGROU UTILITIES. TTI !11 II KDC Architects — Engineers, P.C. 12250 East Iliff Avenue, Suite 302 Aurora, Colorado 80014. 303.750.6999 FAX 303.750.0236 w e s tm QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 200004.001 DRAWN BY MRKS NO DATE ISSUE 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -01 —00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS —BUILT 07 07-31-00 SECURITY /CONST. CN 08 08 -09 -00 GENERAL REVISIONS A RECEIVED CIT' OF TUKVAIA PERMIT CENTER Ss ona wrltte� tenor �ontnlrea y .,oc be a�Pl;co tza. � r dl< closed I,e .rate„ co„se "t o. s tr;e o orcl,;tect. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 MOIETIMMIEMINIE NEW SITE PLAN A -1.2 BUILDING PLAN SCALE: 1" = 20' -0" NORTH W DDO0f3 12 .L2GEND AREA FUG ( PROVIDE AR OF REFG AS PER OF NOTRE ON DRAWINGS A - 3.1 & A U-E 72 = PATH OF EGRESS 250' -0 MAX TRAVEL DISTANCE K0C Architects — Engineers, P.C. 12250 East Miff Avenue, Suite 302 Aurora, Colorado 80014 303.750.6999 FAX 303.750.0236 ride the I Q we st. QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER; 200004.001 DRAWN BY VT MRKS NO DATE ISSUE 01 02 03 04 05 06 07 08 04 -04 -00 04 -19 -00 05 -01 -00 05 -08 -00 05 -16 -00 07 -06 -00 07 -31 -00 08 -09 -00 REVIEW CLIENT REVIEW 50% CLIENT REVIEW 95% PERMIT 99% PERMIT 100% AS —BUILT 1Q SECURITY /CONST. CN GENERAL REVISIONS A -1.3 RECEIVED CITY OF NKWILA PERMIT CENTER QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 BUILDING PLAN' EMIEEMIMIDEMINIMEIMIIIIMM EXISTING TAKING SPACE - - -; TO REMAIN RELOCATE EXISTING CURB AS PER A -L2 U - .....'. (E) CORRIDOR :.. NOTE ANO TO DWG. A -7.1 FOR REMOVALS EFER MODIFICATIONS TO PHIS (E) ELECTRICAL RM 50' -0 DEMOLITION FLOOR PLAN SCALE: 1/8" = 1' -0" NORTH EB 60' -0" T) OOO - O X3 1OEMOLMON KEYED NOTES 13 UI RQEMOVE PMENT P EXISTIADSNG . ASPHALT PAVING & EXCAVATE FOR NEW GENERATOR E i6 RE EXISTING GENERATOR FUEL TANK AND RELATED ELECTRICAL EU IPMENT. REFER TO ELECTRICAL DRAWINGS. 79 SAW CUT EXISTING CONCRETE SLAB FOR ELECTRICAL UTILITY TRENCH. COORDINATE WITH ELEC OWLS. FOR WIDTH & LOCADON.Q REMOVE EXISTING DEMISING WALL CONSTRUCTED FROM EXISTING FLOOR SUB TO THE BOTTOM SIDE OF THE EXISTING DECK. COORDINATE WITH OTHER TRADES TO REMOVE ALL RELATED UTILITIES PRIOR TO DEMOLITION. 4o REMOVE EXISTING DOOR, FRAME AND FRAMED OPENING. 8 REMOVE EXISTING SECTION OF GYP. BD. WALL TO ALLOW THE INSTALLATION OF NEW CASED OPENING AND DOOR WITH FRAME. 25 REMOVE EXISTING SECTION OF (2) HOUR WALL TO INSTALL A NEW DOOR AND FRAME. © REMOVE ALL EXISTING DEBRIS AND A RESIDUE TO PREPARE THE FLOOR TO RECBVE NEW FLOOR COVERINGS. NY C'27 REPAIR ALL ADJACENT SURFACES FOLLOWING DEMOLITION OF WALL OR FRAMES. MATCH EXISTING ADJACENT SURFACES. QB EXISTING CORRIDOR DOORS & WALLS TO REMAIN. O REMOVE EXISTING GYPSUM BOARD ON OUTSIDE WALL OF EXISTING STORAGE ROOM & SHOWER RM. INSTALL NEW AS PER INSTALLATION PLAN. 30 EXISTING PARTITION WALL TO REMAIN 1 DUST PROTECTION I . REMODEL WORK IN THE EXISTING SWITCH ROOM LOCATION IS WITHIN THE EXISTING FUNCTIONING SWITCH EQUIPMENT. EXTREME CAUTION SHALL BE TAKEN TO PREVENT INTERRUPTION OF ANY SYSTEM CRMCAL TO THE OPERATION OF THE SWITCH ROOM. IT IS ALSO CRITICAL THAT THE SWITCH EQUIPMENT BE PROTECTED FROM DUST. THE DUST BARRIERS SHALL BE CONSTRUCTED OF REINFORCED NYLON PLASTIC PER SPECIFICATIONS SECTION 02070. All EDGES TO BE TIGHTLY SEALED. 'fir [ O. GO AL > OTEs 1. 2. 5. 6, ALL ITEMS NOT SPECIFICALLY NOTED ARE EXISTING TO REMAIN. [ WALL TYPES KEYED PLAN EXISTING FLOOR, CEIUNG, AND ALL EXPOSED SURFACES WHICH HAVE BEEN DAMAGED OR DISTURBED BY DEMOLITION WORK SHALL BE REPAIRED; REPLACED, AND /OR RECONDITIONED SUCH THAT THEY CAN NOT BE DIONGUISHED FROM NEW OR ADJACENT EXISTING SURFACES AND FINISHES UNLESS SPECIFICALLY NOTED OTHERWISE ON THIS PLAN, THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, OR HIS.AWHORIZED AGENT, TO DETERMINE ALL EXISTING MATER,. TO BE SALVAGED. THE CONTRACTOR SHALL REMOVE SALVAGEABLE MATERIALS FROM THE SPACE. ALL OTHER MATERIALS, RUBBISH, AND DEBRIS SHALL BE PROMPTLY REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AT AN OFFSITE LOCATION. 3. ALL ELECTRICAL/TELEPHONE CONDUIT. AND /OR PLUMBING 'WITHIN DEMOLISHED PARTITIONS SHALL BE REMOVED UP TO POINT OF TERMINATION. ABANDONED FLOOR PENETRATIONS TO BE CAPPED BELOW FINISHED FLOOR. IF THE ELECTRICAL /TELEPHONE CONDUIT AND /OR PLUMBING IS TO BE RE -USED AS A PART OF NEW CONSTRUCTION, IT SHALL BE REMOVED UP TO THE POINT REQUIRED FOR INTERFACE WITH NEW CONSTRUCTION. CONDUIT AND /OR PLUMBING SHALL NOT BE EXPOSED IN ETHER NEW OR EXISTING CONSTRUCTION. CONTRACTOR SHALL VERIFY CEIUNG GRID REMOVAL & RELOCATION PRIOR TO CONSTRUCTION. REPAIR /REPLACE CEILING GRID OR TILE DAMAGE BY DEMOLITION. DEMOLITION IS NOT LIMITED ONLY TO WHAT IS SHOWN, PLAN IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE PROJECT AS SHOWN ON CONSTRUCTION DRAWINGS. 7. CONSTRUCT SECURITY /SAFETY ENCLOSURES PRIOR TO ANY DEMO OF ANY EXTERIOR WALL. ALL VOIDS CREATED BY REMOVAL OF GLAZING OR DOORS SHALL BE SEALED WITH A TEMPORARY SECURE MEISURE OR COMPLETELY BLOCKED WITHIN ONE SHIFT. FLOOR TO CEILING WALL TO BE REMOVED FLOOR TO BOTTOM SIDE. OF STRUCTURE TO BE REMOVED ROC Architects — Engineers, P.C. 12250 East Iliff Avenue, Suite 302 Auras, Colorado 80014 303.750.6999 FAX 303.750.0236 we st. 11111111• 11111=11111111111111111i Ili NMI QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER 200004.001 DRAWN BY VT CHECKED BY MRKS NO DATE ISSUE 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -01 -00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS —BUILT Q 07 07 -31 -00 SECURITY /CONST. CN 08 08 -09 -00 GENERAL REVISIONS PERMIT CENTER MIME= III QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 DEMOLITION PLAN, A -2.1 e EXRSR;NG NORTH WALL FUR,. TO REMAIN (1Y7.) 59' -C 1 EXISTING FACILITY �-- NEW FACILITY PHASE III PHASE II O -- ®- REMO FURRED -OUT VED (T1'P.) EXISTING WALL MOUNTED DRINKING FOUNTAINS (1) ACCESSIBLE (1) STANDARD EA. TEMPORARILY REMOVE & REIh'STA1L FO INSTALIATION OF (1) LAYER 5/8" TYPE "X' GYP. BROAD EXISTING RE5TR00 TO REMAIN O 1 1 DEMOLITION ION FLOOR PLAN 2• SCALE 1/8" = 1' - L — —2 WALL MOUNTED SINK &JSSOCIpTED PIPING TO BE REMOVEDO NORTH ' REMOVED FURRED -OUT ON COL (TYP.) I EXISTING NORTH WALL FURR -OUT TO REMAIN (IYP.) t i D1D '3 �PEMdLr xv KEYED NOTES t0 ; REMOVE ALL EXISTING CONDUIT, OUTLETS, SWITCHES, LIGHTS AND OTHER ELECTRICAL DEVICES FROM PLL WALLS AND CENNGS. PLACE BLANK COVERS ON ALL OUTLET BOXES ABANDONED. O REMO, EXISTING NON -LOAD BEARING INTERIOR PARTITION AS PER LEGEND. O REMOVE IX CEING SYSTCLUNG TILE, GYPSUM ISTING BOARD, LI GRID, EM, LIGHTS, IN AN D ET. BUT NOT LIMITED TO HANGERS. O REMOVE EXISTING DOORS AND ALL FRAMES. O EXISTING NON -LOAD 0000110 OR SHEAR WALLS TO REMAIN. 7. REMOVE IXISTNG FURR -OUT OF WALL - INCLUDING ALL GYP. BOARD, STUDS, REINFORCEMENT, & INSULATION. 14. EXISTING DOOR AND FRAME TO REMAIN. TACK WELD DOOR TO FRAME SILICON SEAL ENTIRE DOOR /JAMB /THRESHOLD TO PREVENT ANY TRANSFER OF MOISRJRE. <c> EXISTING DOOR TO BE REPLACED W/ NEW BULLET RESISTANT DOOR. A 1B SAW CUT EXISTING CONCRETE SLAB FOR ELECTRICAL LIKEN TRENCH. COORDINATE WITH ELEC OWGS. FOR WIDTH & LOCATION.Q .C> EXISTING DOOR PANELS AND 16' -0' HIGH FURR -OUT OF WALL TO REMAIN. 21 EXISTING 000R TO REMAIN OPERABLE. Q 2 REMOVE IXISTING DEMISING STRU FROM %ISING LOLAB TO THE BOTTOM SIDE OF THE WALL, EXISTING CON DECK . COORDIN I WITH F OT HER S TRADES TO REMOVE ALL RELATED UTILITIES PRIOR TO DEMOLITION. REMOVE EXISTING DOOR, FRAME AND FRAMED OPENING. Q REMOVE EXISTING SECTION OF (2) HOUR WALL TO INSTALL A NEW OCOR AND FRAME. REPAIR ALL ADJACENT SURFACES FOLLOWING 0EMGLRICN OF WALL OR FRAMES. MATCH EXISTING ADJACENT SURFACES. 28 EXISTING CORRIDOR DOORS & WALLS TO REMAIN. Q EXISTING PARTITION WALL TO REMAIN bU8f PRO FEG 1 1. REMODEL WORK M THE IXISTING SWITCH ROOM LOCATION IS WITHIN THE EXISTING FUNCTIONING SWITCH EQUIPMENT. EXTREME CAUTION SHALL BE TAKEN TO PREVENT INTERRUPTION OF ANY SYSTEM CRITICAL TO THE OPERATION OF THE SWITCH ROOM. IT IS ALSO CRITICAL THAT THE SWITCH EQUIPMENT BE PROTECTED FROM 'DUST. THE DUST BARRIERS SHALL BE CONSTRUCTED OF REINFORCED NYLON PLASTIC PER SPECIFICATIONS SECTION 02070. ALL EDGES TO !BE TIGHTLY SEALED. DEMDLl ON GENERAL NOTES 1. EXISTING FLOOR. CEILING, AND ALL EXPOSED SURFACES WHICH HAVE BEEN DAMAGED OR DISTURBED BY OEMUJDON WORK SHALL BE REPAIRED, REPLACED, AND /OR RECONDITIONED SUCH THAT THEY CAN NOT BE DISTINGUISHED FROM NEW OR ADJACENT EXISTING SURFACES AND FINISHES. 2. UNLESS SPECIFICALLY NOTED OTHERWISE ON THIS PLAN, THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, OR HIS AUTHORIZED AGENT, TO DETERMINE ALL EXISTING MATERIALS TO BE SALVAGED. THE CONTRACTOR SHALL REMOVE SALVAGEABLE MATERIALS FROM THE SPACE ALL OTHER MATERIALS, RUBBISH, AND DEBRIS SHALL BE PROMPTLY REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AT AN OFFSITE LOCATION. 3. ALL ELECTRICAL/TELEPHONE CONDUIT AND/OR. PLUMBING WITHIN DEMOLISHED PARTITIONS SHALL BE REMOVED UP TO POINT OF TERMINATION. ABANDONED FLOOR PENETRATIONS TO BE CAPPED BELOW FINISHED FLOOR. IF THE ELECTRICAL/TELEPHONE CONDUIT AND /OR PLUMBING IS TO BE RE -USED AS A PART OF NEW CONSTRUCTION, D SHALL BE REMOVED UP TO THE POINT REQUIRED FOR INTERFACE WITH NEW CONSTRUCTION. CONDUIT AND /OR PLUMBING SHALL NOT BE EXPOSED IN EITHER NEW OR EXISTING CONSTRUCTION. CONTRACTOR SHALL VERITY CEILING GRID REMOVAL & RELOCATION PRIOR TO CONSTRUCTION. REPAIR /REPLACE CEILING GRID OR TILE DAMAGE BY DEMOLITION. 5. DEMOLITION IS NOT LIMITED ONLY TO WHAT IS SHOWN. PLAN IS TO INDICATE THE GENERAL. SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE PROJECT AS SHOWN ON CONSTRUCTION DRAWINGS. 6. ALL ITEMS NOT SPECIFICALLY NOTED ARE EXISTING TO REMAIN. 7. CONSTRUCT SECURITY /SAFETY ENCLOSURES PRIOR TO ANY DEMO OF ANY EXTERIOR WALL. ALL VOIDS CREATED BY REMOVAL OF GLAZING CR DOORS SHALL SE SEALED WITH A TEMPORARY SECURE MEASURE OR COMPLETELY BLOCKED WITHIN ONE SHIFT. I WALL TYPES KEYED PLAN FLOOR TO CEILING WALL TO BE REMOVED FLOOR TO BOTTOM SIDE OF STRUCTURE TO BE REMOVED KDC Architects - Engineers, P.C. 12250 East 11111 Avenue, Suite 302 Aurora, Colorado 8D014 303.750.6999 FAX 303.750.0236 Qwe st QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 cammarnmmimam 200004.001 VT MRKS NO DATE ISSUE 01 02 03 04 05 06 07 08 04 -04 -00 04 -19 -00 05 -01 -00 05 -08 -00 05 -16 -00 07 -06 -00 07 -31 -00 08 -09 -00 REVIEW CLIENT REVIEW 50% CLIENT REVIEW 95% PERMIT 99% PERMIT 100% AS -BUILT 0 1 SECURITY /CONST. CN 8 GENERAL REVISIONS OTROF TUKWILA ?ER. UENT, 0All drawln o d wr - tten teriol ontolnetl herein nay not be duplico ted, us tl or di =_. .Itl�out the writ ten consent aF the orcwt QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 EIMEIEMINIMMINIMINE DEMOLITION PLAN IIMEEEEMZIIIERVEIMMENIIMI A -2.2 625'-0" REMOVED FURRED-OUT ' ON COL. (T'P.) - EXISTING NORTH WALL FURR -CUT TO REMAIN Irv, • O 'J e1, 60' -0" EXISTING HOT WATER HEAT TO BE REMOVED EXISTING NORTH WALL FURR -OUT TO REMAIN L.P.) (2) EXISTING WALL MOUNTED DRINKING FOUNTAIN TO RE REMOVED A 17 L______� DEMOLITION FLOOR PLAN SCALE: 1/8" = 1' -0 REMOVEDFURRED -0UT ON COL (TYP.) NORTH ;(> 60' -0" � 74 A <\ REMOVED (TY E XISTING FURRED -OUT ON COL DDOO13 0 -o DEMOLMON KEYED? MOTES tO . MOVE ALL EXISTING CONDOR OUTLETS, 0WITCHES, LIGH AND HR EL DEVICES FROM ALL , WALLS AND CEILINS. PLACE TS BLANK OTE COVERS ON ALL OUTLET BOXES ABANDONED. O REMOVE EXISTING NON -LOAD BEARING INTERIOR PARTITION AS PER LEGEND. O REMOVE EXISTING CEILING SYSTEM, INCLUDING BUT NOT LIMBED TO HANGERS, TILE, GYPSUM BOARD, GRID, LIGHTS, AND ETC. O REMOVE EXISTING DOORS AND ALL FRAMES. O REMOVE EXISTING FLOORING. PREPARE. FLOOR FOR NEW FINISH AS PER SCHEDULE. O REMOVE EXISTING EURR -OUT OF WALL - INCLUDING ALL GYP. BOARD, STUDS, REINFORCEMENT. & INSULATION. O REMOVE EXISTING EXHAUST FAN IN CEILING. PROVIDE SEALED TEMPORARY PATCH IN ROOF. O REMOVE EXISTING CAMEL'S, COUNTER, SINK AND RELATED PLUMBING. O REMOVE EXISTING RESTROOM PARTITIONS, WATER CLOSET, SINK, URINALS, HOT WATER HEATER, ANO REIATEC PLUMBING. 14� EXISTING DOOR AND FRAME TO REMAIN. TACK WELD DOOR TO FRAME SILICON SEAL ENTIRE DOOR /JAMB/THRESHOLD TO PREVENT ANY TRANSFER OF MOISTURE. 17 EXISTING DOOR TO BE REPLACED W/ NEW BULLET RESISTANT DOOR. A 18 EXISTING CONCRETE SAW CUT INSTALL NEW CONCRETE AS PER DTL. FINISH TO MATCH EXISTING <C> EXISTING DOOR PANELS AND 16' -0' HIGH FURR -OUT OF WA!1 TO REMAIN.& <C> EXISTING DOOR TO REMAIN OPERABLE& PROTECTION 1. REMODEL WORK IN THE EXISTING SWITCH ROOM LOCATION IS WUHIN THE EXISTING FUNCTIONING SNITCH EQUIPMENT. EXTREME CAL TON SHALL BE TAKEN TO PREVENT INTERRUPTION OF ANY SYSTEM CRITICAL TO THE OPERATION OF THE SWITCH ROOM. IT IS ALSO CRITICAL THAT THE SWITCH EQUIPMENT BE PROTECTED FROM DUST. THE DUST BARRIERS SHALL BE CONSTRUCTED OF REINFORCED NYLON PLASTIC PER SPECIFICATIONS SECTION 0207C. ALL EDGES TO BE TIGHTLY SEALED. :DEMOLtr1ON ORAL NOTES 1. EXISTING :FLOOR, CEILING, AND ALL EXPOSED SURFACES WHICH HAVE BEEN DAMAGED OR DISTURBED BY DEMOLRON WORK SHALL BE REPAIRED, REPLACED, AND /OR RECONDITIONED' SUCH THAT THEY CAN NOT BE DISTINGUISHED FROM NEW • DR ADJACENT 1,CSDND SURFACES AND FINISHES. 2. UNLESS SPECIFICALLY NOT. OTHERWISE ON THIS I PLAN, THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, OR HS AUTHORIZED AGENT, TO DETERMINE ALL EXISTING MATERIALS TO BE SALVAGED. THE CONTRACTOR SHALL REMOVE SALVAGEABLE MATERIALS FROM THE SPACE. ALL OTHER MATERIALS, RUBBISH, AND DEBRIS SHALL BE PROMPTLY REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AT AN OFFS. LOCATION. 3. ALL ELECTRICAL/TELEPHONE CONDUIT AND /OR PLUMBING WITHIN DEMOLISHED PARTITIONS SHALL BE REMOVED UP TO POINT OF TERMINATION. ABANDONED FLOOR. PENETRATIONS TO BE CAPPED BELOW FINISHED FLOOR. IF THE ELECTRICAL /TELEPHONE CONDUT AND /OR PLUMBING IS TO BE RE -USED AS A PART CF NEW CONSTRUCTION, IT SHALL BE REMOVED UP TO THE POINT REQUIRED FOR INTERFACE WITH NEW CONSTRUCTION. CONDUIT AND /OR PLUMBING SHALL NOT BE EXPOSED IN EITHER NEW OR EXISTING CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY CEILING GRID REMOVAL & RELOCATION PRIOR TO CONSTRUCTION. REPAIR /REPLACE CEILING GRID OR TILE DAMAGE BY DEMOLITION. 5. DEMOLITION IS NOT LIMIT. ONLY TO WHAT IS SHOWN. PLAN IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE PROJECT AS SHOWN ON CONSTRUCTION DRAWINGS. 6. ALL ITEMS NOT SPECIFICALLY NOTED ARE EXISTING TO REMAIN. CONSTRUCT SECURITY /SAFETY ENCLOSURES PRIOR TO ANY DEMO OF ANY EXTERIOR WALL All VOIDS CREATED BY REMOVAL OF GLAZING OR DOORS SHALL BE SEALED WITH A TEMPORARY SECURE MEASURE OR COMPLETELY BLOCKED WITHIN ONE SHIFT. WALL T YF 1 FLOOR TO CEILING WALL TO BE REMOVED FLOOR TO BOTTOM SIDE OF STRUCTURE TO BE REMOVED KEYED PLAN KDC Architects — Engineers, P.C. 12250 East Iliff Avenue, Suite 302 Aurora, Colorado 80014 303.750.6999 FAX 303.750.0236 ride the 1 200004.001 Qwes A -2.3 CRT' aF INICWILA PERMIT GENTEF QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445-7130 FAX: (303) 445-7225 PROJECT NUMBER DRAWN BY VT 131113211011111111111111111 MRKS NO DATE ISSUE 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -01 -00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS —BUILT Qt 07 07 -31 -00 SECURITY /CONST. CN 08 08 -09 -00 GENERAL REVISIONS 0 All drowings antl written teriol ant�iT1 herein n y n i be ticp used or disclos =d without the written nsent of the ar'[hitect ( I QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 EBEIMIIIMMEMENUM DEMOLITION PLAN i ` REMOVED FURRED -DUI ON COL (IYP.) o—, EXISTING WALL FURR -OUT TO REMAIN (TYP.) ENTIRE NORTH WALL REMOVED EXISTING FURR -GUT ON COL. (TW.) SCALE: 1/8° 1' -0" IXISRNG HOT WATER HEATER TO BE REMOVED SAW CUT FOR S.S. DRAINS TIE INTO EXISTING UNDER SLAB DRAIN COORDINATE W /MECHANICAL DWG. \DEMOLITION FLOOR PLAN EXISTING FURRED -OUT TO REMAIN r� I I I I I 1 J I 1_ 1 DEMOLMON KEYED NOTES 1O. REMOVE ALL EXISTING CONDUIT, LETS, SWITCHES. LIGHTS AND OTHER ELECTRICAL DEWCES FROM ALL WALL AND CEILINGS. PLACE BLANK COVERS ON ALL OUTLET BOXES ABANDONED. O REMOVE EXISTING NON -LOAD BEARING INTERIOR PARTITION AS PER LEGEND. O REMOVE EXISTING CEILING SYSTEM, INCLUDING BUT NOT LIMITED TO HANGERS, TILE, GYPSUM BOARD, GRID, LIGHTS. AND ETC. O REMOVE EXISTING DOORS AND ALL FRAMES. O REMOVE E%ISTINGFURR -OUT OF WALL - INCLUDING ALL GYP. BOARD. STUDS, REINFORCEMENT, & INSULATION. O REMOVE EXISTING R00M ARTITIONS. WATER CLOSET, SINK, URINALS, HOT WATER HEATER, AND REST RELATED P PLUMBING. O 00 WLIJ EXISTING CONCRETE SLAB FOR NEW UNDERGROUND UTILITIES AND EQUIPMENT PADS. 14 • EXISTING DOOR AND FRAME TO REMAIN. TACK WELD DOOR TO FRAME SILICON SEAL ENTIRE DOOR /JAMB/THRESHOLD TO PREVENT ANY TRANSFER OF MOISTURE. 15. REMOVE EXISTING DRAINS AND ASSOCIATED PLUMBING. I EXISTING DOOR TO BE REPLACED W/ NEW BULLET RESISTANT DOOR. A DUST PROTECTION 1. REMODEL WORK IN THE EXISTING SWITCH ROOM LOCATION IS WITHIN THE EXISTING FUNCTIONING SWITCH EQUIPMENT. EXTREME CAUTION SHALL BE TAKEN TO PREVENT INTERRUPTION OF ANY SYSTEM CRITICAL TO THE OPERATION OF THE SWITCH ROOM. IT IS ALSO CRITICAL THAT THE SWITCH EQUIPMENT BE PROTECTED FROM OUST. THE OUST BARRIERS SHALL BE CONSTRUCTED OF REINFORCED NYLON PLASTIC PER SPECIFICATIONS SECPON 02070. ALL EDGES TO BE TIGHTLY SEALED. C3 MOLmON GENERAL NOTES 1. EXISTING FLOOR, CEILING, AND ALL EXPOSED SURFACES WHICH HAVE BEEN DAMAGED OR DISTURBED BY DEMOLITION WORK SHALL BE REPAIRED, REPLACED, AND /OR RECONDITONE0 SUCH THAT THEY CAN NOT DE DISTINGUISHED FROM NEW OR ADJACENT EXISTING SURFACES AND FINISHES. 2. UNLESS SPECIFICALLY NOTED OTHERWISE ON THIS PLAN, THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, OR HIS AUTHORIZED AGENT. TO DETERMINE ALL EXISTING MATERIALS TO BE SALVAGED. THE CONTRACTOR SHALL REMOVE SALVAGEABLE MATERW.S FROM THE SPACE. ALL OTHER MATERIALS, RUBBISH, AND DEBRIS SHALL BE PROMPTLY REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AT AN OFFSITE LOCATION. yI ALL ELECTRICAL/TELEPHONE CONDUIT. AND /OR PLUMBING WITHIN DEMOLISHED PPRPTIONS SHALL. BE REMOVED UP TO POINT OF TERMINATION :. ABANDONED FLOOR PENETRATIONS' TO BEI CAPPED'. BELOW FINISHED FLOOR. IF THE ELECTRICAL/TELEPHONE CONDUIT 'AND /OR PLUMBING IS TO BE RE -USED AS A PART OF N. CONSTRUCTION, IT SHALL BE REMOVED'' UP TO THE POINT REQUIRED FOR INTERFACE WITH NEW CONSTRUCTION. CONDUIT AND /OR PLUMBING SHALL NOT BE EXPOSED IN EITHER NEW OR EXISTING CONSTRUCTION. 4. CONTRACTOR SHALL: VERIFY CEILING GRID REMOVAL. & RELOCATION PRIOR TO CONSTRUCTION. REPAIR /REPLACE CEILING GRID OR TILE DAMAGE BY DEMOLITION. 5.. DEMOLITION IS NOT LIMITED ONLY TO WHAT IS SHOWN. PLAN IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE PROJECT AS SHOWN ON CONSTRUCTION DRAWINGS: 6. ALL ITEMS NOT SPECIFICALLY NOTED ARE EXISTING TO REMAIN. 7. CONSTRUCT SECURITY /SAFETY ENCLOSURES PRIOR TO ANY DEMO OF ANY EXTERIOR WALL ALL VOIDS CREATED BY REMOVAL OF GLAZING OR DOORS SHALL BE SEALED WITH A TEMPORARY SECURE MEASURE OR COMPLETELY BLOCKED WITHIN ONE SHIFT. WALL TYPES KEYED PLAN FLOOR TO CEILING WALL TO BE REMOVED FLOOR TO BOTTOM SIDE OF STRUCTURE TO BE REMOVED A KDC Architects — Engineers, P.C. 12250 East Iliff Avenue, Suite 302 Aurora, Colorado 80014 303.750.6999 FAX 303.750.0236 QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, ' CO 80401 1 ATTN. FRED MAIDESIL PHONE: (303) 445-7130 FAX: (303) 445 -7225 PROJECT NUMBER 200004.001 DRAWN BY -. VT CHECKED BY KIRKS NO DATE ISSUE 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -01 -00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS —BUILT 1Q 07 07 -31 -00 SECURITY /CONST. CN 08 08 -09 -00 GENERAL REVISIONS A QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 DEMOLITION PLAN SHEET NUMBER----- (N) GENERATOR # (N) GENERATOR # 33' -0° , 7' -0 (N) GENERATOR # LOAD BANK (N) GENERATOR #6 (N) GENERATOR #7 MAT MANHOLE - LOCATION O 9' -0" . 8' -0" 31' -6 7/8" OFFICE OFFICE OFFICE (E) ELECTRICAL RM. BATTERY RM. .... EXISTING .HANDICAP .RAMP .' -..... (E) MAP RM. MEN REST RM. 4 (E) TRANSPORT l EXPANSION AREA 1 TRANSPORT AREA (£)'.CORRIDOR - . - .'. . -... -'. ONE HOUR: RAT ..... ( E ) WALL TO REMAIN (E) BREAK RM. (N) DC POWER RM. IZY CONSTRUCTION FLOOR PLAN SCALE: 1/8 " = 1' -0" NORTH 11i D),D00-013 IINSTAI_LATION KEYED NOTES 1O PROVIDE AND INSTAEVI REINFORC EANCRETE SLAB FOR NEW AND RELOCATED GENERATO REFER TO STRUCTURLL AL N DRAYlINGS FO DESIGN DETAILS AND EQUIPMENT ANCHORING REQUIREM REFER TO THE SITE PLAN FOR ADDITIONAL DESIGN REQUIREMENTS. INSTALL NEW CONCRETE FLOOR SLAB IN GENERATOR COROL ROOM. FLLOWING INSTALLATION OF ALL NEW UNDERGRCUNO UTILITIES. REFER TO ELECTRICNTAL DRAWINGOS INSTALL GENERATOR CONTROL EQUIPMENT AS PER KLAN. MODIFY EXISTING SITE AREA SURROUNDING THE NEW GENERATORS. PROVIDE AND INSTALL SCREEN WALL AS PER STRUCTURAL DWGS. INSTALL NEW CURBS /ASPHALT PAVING PATCH AND PAINT ALL VOIDS IN EXISTING INTERIOR WALLS FOLLOWING THE DEMOLITION. <a> PROVIDE AND INSTALL NEW (1) HOUR RATED WALL CONSTRUCTED WITH 3 5 /B" 16 GA. METAL STUDS AT 16 D.C. WITH (1) LAYER OF 5/8" TYPE 'X' GYPSUM BOARD ON EACH SIDE. 43 PROVIDE AND INSTALL NEW (1) HOUR RATED WALL CONSTRUCTED WITH 3 5/8" 16 GA. METAL STUDS AT 16 O.C. WITH (1) LAYER OF 5/8" GREEN BOARD ON RESTROOM SIDE AND 5/8" TYPE 'X' GYPSUM BOARD ON OTHER SIDE. INSTALL SOUND BATE INSULATION IN WALL CAVITY. ® INSTALL 5/8" GREEN BOARD ON LOWER 4' OF 'PALL AND 5/8" ABOVE TO 10'-0" AFF. (TYP. ALL INTERIOR WALLS OF NEW REST ROOM). <0> PROVIDE AND INSTALL NEW 90 MIN. RATED 0000 AND FRAME WITH LABEL. REFER TO DOOR AND HARDWARE SCHEDULE. 46 PROVIDE AND INSTALL NEW 20 MIN. RATED DOOR AND FRAME WITH LABEL. REFER TO DOOR AND HARDWARE SCHEDULE. PROVIDE AND INSTALL NEW DOOR AND FRAME. REFER TO DOOR AND HARDWARE SCHEDULE. PROVIDE AND INSTALL 7'-0' HIGH WOVEN FNCE BIC RO ANG40R ALL 48 SUPPORTS i0 THE EXISTING CONCRETE FLOOR WIRE AS E PER MAN S INSTRUCTIONS. AND DETAIL 7/A -6.1 49 PROVIDE AND INSTALL SHEETS OF VINYL SHEATHING OVER THE LOWER 4 -0 OF THE RESTROOM WALL. PROVIDE AND INSTALL WRH ALL SH TRIM FOR A CONTINUOUS SMOOTH SURFACE. MATCH EXISTING MATERIAL IN ADJACENT R IN COLOR AND TEXTURE. O PROVIDE AND INSTALL 000100OM SIGNAGE AS PER T.-E STATE OF WASHINGTON HARRIER FREE REQUIREMENTS. 57 PROVIDE AND INTALL NEW 10' -0" HIGH SUSPENDED CEILING AND GRID IN NEW CORRIDOR, MATCH EXISTING CORRIDOR IN COLOR OF GRID AND PATTERN OF PANEL. Q PROVIDE AND INSTALL SUSPENDED GYPSUM BOARD CEILING AT 9' -0" AFF IN NEW RETROOM. SUPPORT WITH 1 1/2" FURRING CHANNELS ANC 16 CA. C -8 CHANNELS AT 1fi" OC. •53 PAINT ALL NEW GYPSUM BOARD SURFACES AS PER THE FINISH SCHEDULE. 4 PROVIDE AND INSTALL NEW VINYL COMPOSITE TILE AS PER MANUFACTURER'S INS-RUCTIONS AND PECIFICATIONS. MATCH EXISTING VINYL COMPOSITE TILE IN CORRIDOR AND SWITCH AREAS. PROVIDE AND INSTALL NEW SHEET VINYL IN NEW RESTRODM. MATCH EXISTING MATERIAL IN EXISTINGRESTROOM. <C> INSTALL PROVIDE LAND INSTALL NEW. RESTROOM PARTITIONS AS PER LAYOUT AND SPECIFICATIONS. •C> PROVIDE AND INSTALL LAMINATE SHELF FOR SINK. REFER TO DETAILS. • I PROVIDE AND INSTALL RESTROOM ACCESSORIES AS PER SPECIFICATIONS, AND DETAILS ON SHEET A -3.2 & A -4.1 <0> PROVIDED AND INSTALL NEW COVE BASE TO MATCH EXISTING TRANSPORT CORRIDOR BA5E. CONSTRUCT 5/8" GYP. BD WALL 0/ 3 5/8" 16 GA. M1L STUDS 0 16" O.C. FINISH MATCH ADJACENT WALLS. gl REPAIR /REPLACE FURRING AT COLUMN AS REQUIRED TO MATCH EXISTING COL FURRING. 62 PROVIDE 5 /8" TYPE X" GYP TRANSITION FROM 3 5/8" TO B" FRAMING ABOVE. 63 FINISH NEW WALLS TO MATCH ADJACENT WALLS. MATCH ADJACENT FLOOR FINISHES. WALL?LEGEID NOTE - ALL PENETRATIONS THROUGH RATED WALLS SHALL BE BUILT TO DETAIL 1/06.2 11 12 13 INTERIOR WALL BEGINS AT EXISTING CONCRETE SLAB TO 12' -0" ABOVE SLAB CONSTRUCTED WITH 3 5 8° METAL STUDS. ®16"6O.C. W/ 5 8" TYPE X GYP BOARD ON 60tH FALLS. PARHTION RUNS TO O NE HOU RATED GYP LID ABOVE 14 15 INTERIOR WALL BEGINS AT EXISTING CONCRETE SLAB TO BOTTOM SIDE OF LAY IN CEILING OR GYP BOARD CEILING - REFER TO DETAIL 2/06.1 INTERIOR WALL BEGINS AT EXISTING CONCRETE SLAB U0 12' -0" ABOVE SLAB CONSTRUCTED WITH 2 1/Y CH OR SHAFT WALL STUDS. ®24" O.C. W/ 1" SHAFr WALL DNER ON FACE AGAINST EXISTING WALL AND 5 /8 TYPE X GYP ON CORRIDOR FACE UL CLASSIFICATION U499. PARTEON RUNS TO ONE HOUR RATED GYP LID ABOVE REFER TO DETAIL 3/06.1 REFER TO DETAIL 4/06.1 - UL CLASSIFICATION 415, GYPSUM ASSOCIATION WP1200 INTERIOR WALL BEGINS AT EXISTING CONCRETE SLAB TO UNDERSIDE OF GYP BOARD CEILNG A80VE [10'-0 r. E N , TT P 0 ROVIDE 5 GREEN BD EACH SIDE TO 4I8' ABOVE SLAB MINIMUM. REFER TO SIMILAR DETAIL 2 1 FULL HEIGHT ONE HOUR RATED PARTITION ON TOP OF EXISTING PARTITION TO UNDERSIDE OF ROOF DECK SIMILAR TO tfi FULL HEIGHT ONE HOUR RATED PARTITION FROM SLAB TO UNDERSIDE OF DECK ABOVE. ONE LAYER 5/6 TYPE X GYP BOTH SIDES OF 6" STUD BRACED AT THIRD POINTS SEE SIMILAR WALL 12/A -9.2 (LEGEND 00 NEW WALL NOTE: FYISTING WALL TO REMAIN WALL DIMENSIONS ARE TO FINISHED FACE OF WALLS NOTES OF REVISION #2 1. ADD CORRIDOR EXTENSION 2. ADD DC POWER ROOM. 3. ADD MEN'S REST ROOM. 4. EXPAND TRANSPORT AREA. KEYED PLAN KOC Architects - Engineers, P.C. 12250 East Miff Avenue, Suite 302 Aurora, Colorado 80014 303.750.6999 FAX 303.750.0236 Q we st. QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 - 71.30 FAX: (303) 445 -7225 200004.001 DRAWN BY. VT MRKS NO DATE ISSUE 01 04- 04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -01 -00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS -BUILT 1Q 07 07 -31 -00 SECURITY /CONST. CN 8 08 08 -09 -00 GENERAL REVISIONS pEVP. CT' OF TUMWItA PERMIT CENTER 000 3ra win and wr -Yten na terlpl centnineo he n u y not be duplico ted. s d or disc 'ose d without the writ ken consent of the orchit k. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 CONSTRUCTION FLOOR PLAN A -3.1 EXISTNG FACILITY _ NEW FACILITY SPORT IXPANSION AREA 00 •- CYBER CENTER AREA EXISTING COL. —/ TRANS SUPPORT (TYPICAL OF 28 RE STRUC DWG. ED EXISTIN WALL Fl1RR-CUT- TO i6' 0° A.F.F. KEVLAR WALL - - -- 1 L EXISTING ROLL -UP ODOR PANEL TO REMAI 80' -0" 4 -� 5 - 0 "�, T2 —_ 1 1 III. SLAB ON GRADE LANDING ACCESS FLR. RAMP. \%. _1n m __ rn lµ — — -HI IL+ - -111 24 -D m1_ IH�II (1) CONSTRUCTION FLOOR PLAN SCALE: 1/8" = 1' -0" EXISTING SIDE WALK T r EXISTNG WALL F RR —OUT—] TO 1fi• -0" 0.F.F. NORTH i CYBER CENTER AREA IFF - - +II :rr TRANSFORMER ROOM 2 -7 3/4" 2 10-- - -H1 It E =111 TRANSFORMER SUPORT (1VPICAL OF2B) RPE SrRUCr. Dwc 41__14 ELECTRICAL EQUIPMENT AREA D ! 0 4-- -III t - = IXISTING ROLL-UP INSTALLATION KEYED NOTES O PROVIDE AND INSTALL NEW REINFORCED CONCRETE SLAB FOR NEW AND RELOCATED GENERATORS. REFER TO STRUCTURAL DRAWINGS FOR DESIGN DETAILS AND EQUIPMENT ANCHORING REQUIREMENTS REFER TO THE SITE PLAN FOR ADDITIONAL DESIGN REQUIREMENTS. O INSTALL NEW CONCRETE FLOOR SLAB IN GENERATOR CONTROL ROOM. FOLLOWING INSTALLATION OF ALL NEW UNDERGROUND UTILITIES. REFER TO ELECTRICAL DRAWINGS. INSTALL GENERATOR CONTROL EQUIPMENT AS PER PLAN. O 0 O O 11 14 29 CONSTRUCT NEW ONE HOUR RATED WALL FROM EXISTING SLAB TO BOTTOM SIDE OF ROOF DECK TAPE, TEXTURE AND PAINT AS PER FINISH SCHEDULE REFER TO DETAILS & WALL LEGEND. CONSTRUCT NEW TWO HOUR RATED WALL FROM EXISTING SLAB TO BOTTOM SIDE OF DECK TAPE, TEXTURE AND PAINT AS PER FINISH SCHEDULE. REFER TO DETAILS & WALL LEGEND SEE 12/A9.2. & 7/4 -9.4 CONSTRUCT ALCOVE FOR ACCESS TO CYBER CENTER AREA. PROVIDE AND INSTALL (2) LAYERS 5/8" TYPE "X" GYP. BD. ON EXISTING WALL. TAPE, TEXTURE AND PAINT AS PER FINISH SCHEDULE. PROVIDE METAL EDGE AT DOOR FRAMES. INSTALL NEW DOORS, DOOR FRAMES AND HARDWARE AS PER PLAN, SCHEDULE, DETAILS AND ELEVATIONS. FURR -OUT EXISTING EXTERIOR WALL FROM SLAB TO 16' -0" A.F.F. REFER TO LEGEND AND DETAILS. W CORRIDOR -- - . - ...DWG (4) MEN (E) WOMEN FIRE MNN RM. EXISTING SHEA WALL TO REMAI N 15' -8 1/4" NEW CORRIDOR - -� PROVIDE AND INSTAL'_ NEW ROLL -UP 000R PANELS 10' x 10 TO MATCH EXISTING ROLL-UP DOOR IN PANEL CONFIGURATION AND COLOR. REFER TO FINISH SCHEDULE FOR COATING. ADJUST AND LUBRICATE EXISTING DOOR HARDWARE ON ALL EXISTING DOOR. DOORS SHALL BE FULLY OPERABLE WITHOUT THE USE OF KEY OR EFFORT, ALL EXISTING & NEW DOORS EXITING THE CORRIDOR SHALL RECEIVE PEMKO SMOKE & DRAFT SEAL. PROVIDE AND INSTALL 4 X 5 X 6" CONCRETE SLAB AT EXISTING EXIT DOOR. REFER TO DETAIL 2/A-9.4 CONSTRUCT HANDICAPPED ACCESSIBLE RAMP FROM EXISTING FLOOR SLAB TO RAISED ACCESS FLOOR PROVIDE AND INSTALL TOE STOP AND RAILING BOTH SIDES OF RAMP. ALL INSTALLATIONS SHALL MEET STATE OF WASHINGTON BARRIER FREE REQUIREMENTS. fT1RR-OLIT IN FRONT OF EXISTING DOORS AND R A4 P DOOR PANELS W/ GYP. BD. /KEVLAR WALL AS PER DETAIL 2/A -9.2 &11 / A -92 TACK WELD E %ISTING ODOR TO FRAME SILICON SEAL ENTIRE PERIMETER OF DOOR & FRAME. A 0 PROVIDE AND INSTAL NEW 6" CURB AROUND PERIMETER OF ROOM. APPLY PDX' COATING OVER ENTIRE FLOOR AS PER FINISH SCHEDULE. 18 • PROVIDE AND INSTALL NEW 24" HIGH ACCESS FLOORING AS MANUFACTUREO BY TATE FLOORING, OR PRIOR APPROVED EQUAL, 19 • PROVIDE AND INSTALL NEW SUSPENDED ACOUSTICAL CEILING AS PER REFLECTED CEILING PAN. Q PROVIDE AND INSTALL NEW VINYL COMPOSITE FLOOR TILE WITH COVE BASE IN CORRIDOR /'VLSIIBULE AS PER FINISH SCHEDULE. Q3 PROVIDE AND INSTALL GREEN BOARD AND V /ATER REPELLANT MATERIAL ON WALLS IN THE NEW RESTROOMS, JANITOR AREA AND LOCKER ROOM, BOILER ROOM & FIRE MAIN ROOM. REFER TO FINISH SCHEDULE, DETAILS & ELEVATIONS. INSTAL! SUSPENDED GYPBOARD CEILING. INSTALL AS PER PLANS, SPECIFICATIONS AND DETAILS. ALL WORK SHALL BE IN ACCORDANCE WITH U.S. GYPSUM CONSTRUCTION STANDARDS. NOTE: CORRIDOR CEILING IS (2) HOUR RATEO.Q PROVIDE AND INSTALL FURR -OUT OF EXISTING STEEL' COLUMN FOLLOWING RE'NFOR„ EMENT. COLUMN SHALL BE FURRED OUT FROM CONCRETE SLAB TO BOTTOM •SIDE OF ,DECK. INSTALL AS PER UL 5 721. REFER TO DETAIL. 4 & 5/A -9.4A Q FIRE PROOF EXISTING STEEL GIRDERS TO PROVIDE ( 2)HOUR RATED COATING AS P SPECIFICATIONS ALL FIRE P ROOFING SHALL BE INS BY APPROVED INSPECTORS <:)> EXISTING 6 x 4 x 3/8" L.L.V. CONTINUOUS LEDGER FOR GIRDER SUPPORT W/ FIRE PROOFING <C> PROVIDE AND INSTALL 12' -0" HIGH CHAIN LINK FABRIC PANELS FROM TOP OF EXISTING SLAB TO BOTTOM SIOE OF CEILING ® THE 24 OPENING INFILL BELOW RAISED FLOORING AROUND PERIMETER OF FENCE Q AREA OF REFUGE: 2 HOUR WALL AND CEILING CONSTRUCTION. DOORS HAW. SELF CLOSING HARDWARE & FIRE /SMOKE ORA, CONTROL SEALS. Q PROVIDE (2) WAY COMMUNICATION BETWEEN AREA OF REFUGE AND CENTRAL CONTROL POINT IN LOBBY /SECURITY AREA. PROVIDE INSTRUCTIONS NEXT TO 2 WAY COMMUNICATIONS SYSTEM. POSTED INSTRUCTIONS TO INCLUDE: 1. DIRECTIONS TO FIND OTHER EXITS. 2. ADVISE USING EXISTING & EXIT STAIRS TO BUILDING EXTERIOR 3. INFORMATION ON AVAILABILITY OF ASSISTANCE (OWEST 24 HR SECURITY IN LOBBY) 4. DIRECTIONS ON USE OF EMERGENCY COMMUNICATIONS SYSTEM <C> PROVIDE & INSTALL ON EACH DOOR (TOTAL 6 ODORS) SIGN ° AREA OF REFUGE" AND INTERNATIONAL SYMBOL OF ACCESSIBILITY & TACTILE SIGNAGE Bp • CONSTRUCT 8 -0" HIGH SECURITY KEVLAR WALL. REFER TO SECTION. <C> PATCH AND PAINT ALL VOIDS IN EXISTING INTERIOR WALLS FOLLOWING THE DEMOLITION. 51 • PROVIDE AND INTALL NEW 10' -0 HIGH SUSPENDED CEILING AND GRID IN NEW CORRIDOR. MATCH EXISTING CORRIDOR IN COLOR OF GRID AND PATTERN OF PANEL. Q PAINT ALL NEW GYPSUM BOARD SURFACES AS PER THE FINISH SCHEDULE. 59 PROVIDED AND INSTALL NEW COVE BASE TO MATCH FY.ISTING TRANSPORT CORRIDOR BASE. 81 • REPAIL R/R FURERPLAINGCE FURRING AT COLUMN AS REQUIRED TO MATCH EXISTING CO. fi3 FINISH NEW WALLS TO MATCH ADJACENT WALLS. <0> MATCH ADJACENT FLOOR FINISHES. WALL LEGEND INTERIOR WALL BEGINS AT EXISTING CONCRETE SLAB TO ROOF DECK. TWO -HOUR RATED 6" 18 GA. MTL. STUDS. 0 16 OC. WITH (2) LAYERS OF 5/8" TYPE "X" GYPSUM BROAD ON EACH SIDE WITH SOUND BATT INSULLATION ANO COLO ROLLED CHANNEL 0 10' -0" O.C. INSTALL AS PER 1997 UBC TABLE 76. SEE 12/A -9.2 & 7/A -9.4 0 4a INTERIOR WGINS AT CONCRET SB TO 6• 0° A.FF CONSTRUCT W/ 5 / B" 1 Mlt. STUDSALL BE. i6" O.C. INSTALL G TA BROAD 1 O LOWE 4' -0" CF WALL I BOILER, BATTERY & FIRE MAIN. ROOMS. 0 2 • EXISTING RESTROOM WALL. PROVIDE AND INSTALL (2) LAYERS 5/8" TYPE "X" GYPSUM BD. INTERIOR WALL BEGINS EXISTING ONRETE SLAB TO 4' -0" AFF. 3 ° 22 MT STUD . S 16" C O.C W/ ONE LAYER OF 5/8 GYP. EACH SIDE W/ 5/8 5 /B" GYP. GA. TOP. L PROVIDE STEEL ANGLE REINFORCING 4$ 4 -0 O.C. MAX. • INTERIOR WALL BEGINS FROM SLAB TO 16 -0 A.F.. TWO -HOUR RATED 3 5/8" 18 GA. MTL. STUDS. 0 16" O.C. WITH (2) LAYERS OF 5/8 TYPE X GYPSUM BROAD A ON EACH SIDE WITH SOUND BATT INSULLATION. 12 INTERIOR WALL BEGINS AT EXISTING CONCRETE S TO 12'-0° ABOV SLAB CONSTRUCTED 'WITH 2 1/2'• CH OR I SHAFT WALL LAB STUDS. ®24" O.C W/ 1" ET WALL FACE LINER ON FACE AGAINST EXISTING WALL AND 5/8" TYPE X GYP ON CORRIDOR FACE UL CLASSIFICATION U499. PARTITION RUNS TO ONE HOUR RATED GYP ED ABOVE REFER TO DETAIL 3 /A6.1 13 INTERIOR WALL BEGINS AT EXISTING CONCRETE SLAB TO 12' -0" ABOVE SLAB CONSTRUCTED WITH 5/8" L STUDS. L 6" O.C. 5 /B" TYP X GYP BOARD ON BOTH FACES. META PARTITION RUNS TD ONE H OVR RATED E GYP LID ABOVE 14 REFER TO DETAIL 4/A6.1 - UL CLASSIFICATION 415. GYPSUM ASSOCIA110N WP1200 INTERIOR BEGINS AT EXISTING CONCRETE SLAB TO UNDERSIDE OF EAC BSIDE WALL OEILING BBOVE (10' -0" MU E PROVIDE 5/ GREEN 6D. EACH SIDE TO 46" ABOVE SLAB MINIMUM. REFER TO SIMILAR DETAIL 2/A6.1 NOTES OF REVISION #2 1. ADO CORRIDOR EXTENSION 2. ADO DC POWER ROOM.. 3. ADO MEN'S REST ROOM. 4. EXPAND TRANSPORT AREA. KEYED PLAN II I I � 'L' KDC Architects - Engineers, P.C. 12250 East Iliff Avenue, Suite 302 Aurora, Colorado 80014 303.750.6999 FAX 303.750.0236 200004.001 ® All west, QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER DRAWN BY VT MRKS NO DATE ISSUE 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -01 -00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS -BUILT 1Q 07 07 -31 -00 SECURITY /CONST. CN 8 08 08 -09 -00 GENERAL REVISIONS ,a wrtte� �oterol �n<olreN QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 CONSTRUCTION FLOOR PLAN A-32 CRY OF TOKWILA ,ERMIT CENTEP ELECTRIC/41 EQUIPMENT AREA EXISTING ROLL-UP DOOR PANEL. TO REMAIN. EXISTING SHEAR WALL P 04 ° CURB 6" CURB 4" CURB CORRIDOR CURB CHANGE 5/31 00 --;' RASED ON NEW BATTERY ROOM LAYOUT RAMP 4 "CURB WALL EXTENDS OVER CORRIDOR (tl'P) O BOILER RM. ONLY CONSTRUCTION FLOOR PLAN NORTH SCALE: 1/8' 1. - WALL EXTENDS OVER OVER CORRIDOR 6 625' -0" A 0' 60 -0 EXI STING WAL FURR -OUT TO i6� -0° A.F. / CYBER CENTER AREA KEVIAR WALL J IXI6TING COL. (TYP.)® A 5.0 60 -0 f SLAB ON GRADE LANDING ACCESS_ F k R . RANT "- 24' -0" IXISTING WALL FURR -OUT - TO 16' -0" AF.F. I LDDDO(3 'TALLATION KEYED NOTES . ©• 11 12 CONSTRUCT NEW TWO HOUR RATED WALL FROM EXISTING SLAB TO BOTTOM SiDE OF DECK TAPE, TEXTURE AND PAINT AS PER FINISH SCHEDULE. REFER TO DETAILS & WALL LEGEND SEE 12/A9.2. & 7/A -9.4 INSTALL NEW DOORS, DOOR FRAMES AND HARDWARE AS PER PLAN, SCHEDULE, DETAILS AND ELEVATIONS. FURR -OUT EXISTING EXTERIOR WALL FROM SLAB TO 16 -0 A.F.F. REFER TO LEGEND AND DETAILS. PROVIDE AND INSTALL NEW ROLL -UP DOOR PANELS 10' x 10' TO MATCH EXISTING POLL -UP DOOR IN PANEL CONFIGURATION AND COLOR. REFER TO FINISH SCHEDULE FOR COATING. ADJUST AND LUBRICATE EXISTING DOOR HARDWARE ON ALL EXISTING DOOR. DOORS SHALL BE FULLY OPERABLE WTHOUT THE USE OF KEY OR EFFORT. ALL EXISTING & NEW DOORS EXITING THE CORRIDOR SHALL RECEIVE PEMKO SMOKE & DRAFT SEAL. PROVIDE AND INSTALL 4' X 5' X 6" CONCRETE SLAB AT EXISTING EXIT DOOR. REFER TO DETAIL 2/A -9.4 CONSTRUCT HANDICAPPED ACCESSIBLE RAMP FROM EXISTING FLOOR SLAB TO RAISED ACCESS FLOOR PROVIDE AND INSTALL TOE STOP AND RAILING BOTH SIDES OF RAMP. ALL INSTALLATIONS SHALL MEET STATE OF WASHINGTON BARRIER FREE REQUIREMENTS. FURR -OUT IN FRONT OF EXISTING DOORS AND ROLL -UP DOOR PANELS W/ GYP. BD. /KEVLAR WALL AS PER DETAIL 2/A -9.2 &11/A -9.2 TACK WELD EXISTING DOOR TO FRAME SILICON SEAL ENTIRE PERIMETER OF DOOR & FRAME. PROVIDE AND INSTAL NEW 6" CURB AROUND PERIMETER OF ROOM. APPLY EPDXY COATING OVER ENTIRE FLOOR AS PER FINISH SCHEDULE. PROVIDE AND INSTALL NEW VINYL COMPOSITE FLOOR TILE WITH COVE BASE IN CORRIDOR/VESTIBULE AS PER FINISH SCHEDULE. PROVIDE AND INSTALL GREEN BOARD AND WATER REPELLANT MATERIAL ON WALLS IN THE NEW RESTROOMS, JANITOR AREA AND LOCKER ROOM, BOILER ROOM & FIRE MAIN ROOM. REFER TO FINISH SCHEDULE, DETAILS & ELEVATIONS. INSTALL SUSPENDED GYPBOARD CEILING. INSTALL AS PER PLANS, SPECIFICATIONS AND DETAILS. ALL WORK SHALL BE IN ACCORDANCE WITH U.S. GYPSUM CONSTRUCTION STANDARDS. NOTE: CORRIDOR CEILING IS (2) HOUR RATED. EXISTING 6 x 4 x 3/8 L.L.V. CONTINUOUS LEDGER FOR GIRDER SUPPORT W/ FIRE PROOFING PROVIDE AND INSTALL 12' -0" HIGH CHAIN LINK FABRIC PANELS FROM TOP OF EXISTING SLAB TO BOTTOM SIDE OF CEILING CONSTRUCT 8' -0" HIGH SECURITY KEVLAR WALL. REFER TO SECTION. 1WALL LEGEND FURR -XISTING CONCRETE .. TILT -UP PANEL WALLS W/ 3 5 /B"'N 22 ;A. METAL STUNS AT OUT 16 O.C. WfTH R -1 • FOIL FACED FIBERGLASS INSULATION IN CAVITY WITH CHANNEL AT 10'-0 AFF: WITH ONE LAYEROE5/8 TYPE %° GYPSUM BOARD WALL TO EXTENOFROM, CGNCRETE SLAB TO 16 0 AFF NOTE: INSTALL BULLET RESISTANT KEVIAR PANELS IN FRONT Of DOOR REFER TO DETAILS 0 INTERIOR WALL BEGINS AT EXISTING CONCRETE SLAB TD ROOF DECK. TWO -HOUR RATED 6i 18 GA. MTL. STUDS. ®16°O.C. WITH ( 2 ) LAYERS OF 5 PE TWO-HOUR BRO ON EA CH SIDE WITH SOUND BAIT INSULlATION AND COLD R01 �EO TY CHANNXEL ® PS 70' -0AD ° O.C. INSTALL AS. PER 1997IUBC TABLE 7B. SEE 12/A -9.2 & 7/A 9.4A i 17,71 INTERIOR WALLBEGINS AT CONCRETE SLAB TO 16' -0" A.F.F. CONSTRUCT W/ 3 5/8 18GA MTL STUDS. ®'. 16" O.C. INSTALL GREEN BROAD ON LOWER 4' -0 OF WALL IN BOILER; BATTERY & EIRE MAIN ROOMS.& ❑8 INTERIOR WALL BEGINS FROM SLAB'. TO 16' -O" A.F.F. TWO -HOUR RATED 3 5/8 18 GA. MTL STUDS. 0 16" O.C. WITH (2) LAYERS OF 5/8" TYPE "X" GYPSUM BROAD ON EACH SIDE WITH SOUND BAIT INSULLATION.A INTERIO WALL BI EXIST U CONCRETE AB O T B OTTOM SIDE OF DCK ON - HOUR R ATED; 6° 18 GA. MTL STUDS: B 16° OSL W/ O LAYER OF 5/8° NPE " GYPSU ON EGNS EACH AT SIDE .INSTALL GREEN B0. ON F IRST 4' 0" OF WALEL NOTES OF REVISION #2 1. ADD CORRIDOR EXTENSION 2.'. ADD DC POWER ROOM. 3., ADD MEN'S REST ROOM. 4. EXPAND TRANSPORT AREA. KEYED PLAN KDC Architects -. Engineers, P.C. 12250 East Iliff Avenue, Suite 302 Aurora, Colorado 80014 303.750.6999 FAX 303.750.0236 200004.001 Qwet8 QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 ,GOLDEN,' CO, 80401 ATTN. FRED MAIDESIL. PHONE: (303) 445-7130 FAX: (303) 445 -7225 PROJECT NUMBER DRAWN BY VT ISIMECIONE MRKS NO DATE ISSUE 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -01 -00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS -BUILT A 07 07-31-00 SECURITY /CONST. CN 08 08 -09 -00 GENERAL REVISIONS A QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 CONSTRUCTION FLOOR PLAN A -3.3 (iiN TALL TION ;EYED NOTES O INSTALL NEW DOORS, DOOR FRAMES AND HARDWARE AS PER PLAN. SCHEDULE, DETAILS AND LVATONS. O FURR -OUT EXISTING EXTERIOR WALL FROM SLAB TO 16' -O A.F.F. REFER TO LEGEND AND OFTALS.Q SAL BE 11 ADJUST AS HARDWG S H FULLY OPERABLE AND LUBRIC WITHOUT TE EXI THE TING USE DOOR OF KEY OR ARE EFFORT ON ALL ALL EXISTIN EXISTING & ODOR. NEW DOOR DOORS EXITING L THE CORRIDOR SHALL RECEIVE PEMKO SMOKE & DRAFT SEAL. CONSTRUCT CCAM IO PROVIDE AND 1.45TALL HANDICAPPED TOE A STOP ESSIBLE ANO RA MP FRO BOTH EX SIDES STING OF FLOOR RAMP SLAB ALL T INSTALLATIONS RAISED ACCESS FLOOR. SHALL MEET STATE OF WASHINGTON BARRIER FREE REQUIREMENTS. ® FURR -OUT IN NT F IXISTINC DOORS AND ROLL -UP DOOR PANELS W/ YP. BD. /KAR W AS PER DETAIL FRO 2/A -9. &11 /A -92 TACK YIELD EXISTING DOOR �i0 FRAME SILICON SFAL EVL ENTIRE ALL PERIMETER OF DOOR & FRAME.Q 16 PROVIDE AND INSTAL NEW 6 CURB AROUND PERIMETER OF ROOM. APPLY EPDXY COATING OVER ENTIRE BOOR AS PER FINISH SCHEDULE. 18 PROVIDE AND INSTALL NEW 24 HIGH ACCESS FLOORING AS MANUFACTURED BY TATE FLOORING, OR PRIOR APPROVED EQUAL ' 19 PROVIDE AND INSTALL NEW SUSPENDED ACOUSTICAL CEILING AS PER REFLECTED CEILING PLAN. 1 PROVIDE AND INSTALL NEW VINYL COMPOSITE FLOOR TILE WITH COVE BASE IN CORRIDOR/VESTIBULE AS PER FINISH SCHEDULE. 2Q CUBICLE PARTIUON TO 8E PROVIDED AND INSTALLED BY OTHERS. COORDINATE THE UTILITY REOVIREMEMS WITH THE VENDOR. % ' COORNATE WH CONSONDOR CONTROL ROOM RNITUR COCE ROOM & LOBBY ROOM DI TO PRVIDE IT REQVIRED LE VE UTILITIES OF ANO SCHEDULING OF FU INSTALL ATION. NFEREN Q 3 PROVIDE AND ITAEEN OARD AND WAEPLLN MAD ON WALLS EW RETROOMS, JAN LL ARE AN LOCKER ROOM, TER BO R T &FIRE MAIN ROOM. IN REFER THN TO FINISH SCHEDULE, DETAILS & ELEVATIONS. Q4 VIDE AN INLL ALL RSTROOM IS AS PER PANS AND DETAI. A DANCE WITH THE L STRICTEST REG ONS OF INST D SHALL STA B'c rtnEtaNMED IN ACCESSOR ACCORE HANDICAPPED ACCESSIBLIE REQUIREMENTS. 25 FABRICATE AND INSTALL ALL MIL,. AS PER FLANS. SPECIFICATIONS AND DETAILS. 26 INSTALL SUSPENDED GYPBOARD CEILING. INSTALL AS PER PLANS, SPECIFICATIONS AND DETAILS. ALL WORK SHALL BE IN ACCORDANCE WITH U.S. GYPSUM CONSTRUCTION STANDARDS. NOTE CORRIDOR CEILING IS (2) HOUR RATED& 2Q PROVIDE MD INSTALL CARPET AS PER FINISH SCHEOL.LE. ® PROVIDE AND INSTALL SHEET VINYL FLOORING AS PER FINISH SCHEDULE. ® COORDINACVRITE TY EQUIPNT WITH AMER FCR DESIGN AND UPLTIES REQUIRED TO INSTALL LOBBY COUNTER AND SE © AREA OF REFUGE 2 HOUR WALL AND CEILING CONSTRUCTION. DOORS HAVE SELF CLOSING HARDWARE & FlRE /SMOKE DRAFT CONTROL SEATS. Q PROVIDE (2) WAY MNICATION BETWEEN AREA REFUGE CENTRAL CONTROL POINT M LOBBY /SECURITY AREA MU PROVIDE INSTRUCTIONS NEXT OF TO 2 WAY AND COMMVNICATIONS SYSTEM. POSTED ''. INSTRUCTIONS TO INCLUDE 1. DIRECTIONS TO FIND OTHER EXITS. 2. ADNSE USING EXISTING & EXIT STAIRS TO BUILDING EXTERIOR 3. INFORMAPON ON AVAILABILUY OF ASSISTANCE (OWEST 24 HR SECURITY IN LORRY) 4. DIRECTIONS ON VSE OF !EMERGENCY COMMUNICATIONS SYSTEM 38 PROVIDE &INSTALL ON EACH DOOR (TA 6 DOORS) N AREA OF RE""" RE""" " "P INTERNATIONAL SYMBOL OF ACCESSIeILItt OTL &TACTILE SIGNA Og CONSTRUCT 8' -0" HIGH SECU NUN KEVLAR WALL REFER TO SECTION. IWALIALEGENDM44. INTERIOR WALL BEGINS AT EXISTING CONCRETE SLAB TO BOTTOM SIDE OF EXISTING 0 ROOF DECK. ONE -HOUR RATED; 6" 18 GA. MIL STUDS. ® 16" O.C. W/ ONE LAYER OF 5/8" TYPE ° X" GYPSUM BOARD ON EACH SIDE WITH SOUND BATT INSULATION. INSTALL AS PER 1997 UBC TABLE 78 ITEM NUMBER 16 -1.3. N 2 FURR OUT — EXISTI CONCRETE TILT - PAEL WALLS W/ 3 5 /8" 2 GA. METAL E STUDS A 16' O.. WITH R -13 FOIL FACUP ED FIBERGLASS INSULATION WITH CHANNEL AT TEND AFF: WITH ONE LAYER OF 5/8" TYPE ° %" GYPSUM BOARD WALL TO EXTEND FROM CONCRETE SLAB TO 16' -0" AFF. NOTE: INSTALL BULLET RESISTANT KEVLAR PANELS IN FRONT OF DOOR REFER TO DETAILS AT IN TERIOR ALL BEGINS XISTNG CONCRETE LAB TO ROOF DECK. TWO HOUR RATED W E El MTL SNDS. ® 16 O.C. ;FEZ LAYERS OF 5/B" FPE ° X" GYPSUM BROAD 6 18 GA. ON EACH SIDE WITH SOUND GATT INSULLATION A COLD ROLLED CHANNE ®10' -D O.C. INSTALL AS PER 1997 UBC TABLE 7B. SEE 12/A -9.2 & 7/A -9.4 Q R E INTERIOR WALL BEGINS EXISTING ONCETLAB TO ROOF DECK. TWO HOUR RATED AT El 6 18 GA. MTL STUDS. ® 16" O.C. WI TH (2) LAYERS OF 5/e' TYPE ° X' • GYPSUM BROA ON EACH SIDE WITH SOUND GATT INSUL A COLD ROLLED CHANNE ®10' -D O .C. (W/ 1 LAYER KEVLAR BULLET RESISTANT MATERIAL INSTALL BEHIND GYP. 160)A INTERIOR WALL BEGINS AT EXISTING CONCRETE SLAB TO BOTTOM SIDE OF NEW CEILING E CONSTRUCT WITH 3 5/e" 16 GA MTL STUDS. 0 16' D.C. W/ 5/8" GREEN BOARD ON RESTROOM /LOCKER ROOM SIDE AND 5/8 GYPSUM BOARD ON OTHER. INSTALL 3" FIBERGLASS BATT INSULATION IN WALL CAVITY. INSTALL WATER RESISTANT SHEETING OR TILE AS PER FINISH SCHEDULE. A . F . F . 5/8' 18GA 4a MTL BAT SNDS® 16" O.C. INSTALL GREEN BROAD ON LOWER 4' -0 OF WALL IN BOILER, TERY & FIRE MAJN ROOMS. T ET TO BOTTOM SI OE NEW INTERIOR W BEGIN A EXISTING CONCRE DE S Q STA ®1 6" O.C. WITH ONE LAYER or SUSPENDED CEILING. 3 5/8" 22 GA. MTL AT 5/8' GYPSU M BOARD ON EACH SIDE: 5a INTERIOR WALL BEGINS AT EXISTING CONCRETE SLAB TO BOTTOM SIDE OF NEW SUSPENDED EILING. 3 5/8 22 GA MP_. STUDS ® 0'.C. WI ONE �AYER TOF 5/8" GYPSUM BOARD ON EACH StOE (W/ 1 LAYER KEVLAR 16 BULLE T RESISTANT MATERIAL INSTALL BEHIND GYP. BD.) LA EXISTING RESTROOM WALL. PROVIDE AND INSTALL (2) LAYERS 5/8 TYPE ° X" GYPSUM BD. © INTERIOR WALL BEGINS AT EXIST ING CONCRETE SLAB AFF. Q7 A OF rig 22 GA MTL STUDS. ® 16 O.C. W/ ONE LAVER OF 5/8" G YP . ACH S DE W/ 5/e" GYP. TOP. PROVIDE STEEL ANGLE REINFORCING ®4� -D O.C. MAX. E INTERIOR WALL BEGINS FROM SLAB TO 16' -0" AF.F. TWO -HOUR RATED 3 5/8" 18 GA. TWO-HOUR ❑8 BROAD MTL. STUDS. ® 16 O.C. WITH (2) LAYERS OF 5/8 TYPE ON EACH SIDE WITH SOUND GATT INBULLATION. BEGINS INTERIOR WALL BEGINS AT EXISTING CONCRETE SLAB TO BOTTOM SIDE OF DECK ONE - ❑g HOUR RATED; GA MTL STUDS. ® 16" O.C. W/ ONE ER OF 5/e" TYPE "X" GYPSVM BOARD ON EACH SIDE. INSTALL GREEN B0. ON FIRST LAY 4' -0' OF WALL DEMOUNTABLE WALL SYSTEM 12 -0 HIGH. INSTALL ON TOP OF ACCESS FLOOR. El ACCESS FLR EW CORRIDOR -- BOILER ROOM 2' - 3 7/8' OETJVERY /STORAGE RM. KEVLAR WALL BREAK RM. �1 4' -2 1/4 ALL AROUND RM. EXCEPT WINDOW WALL 15' -7 5 /B 5/8" 24 0" 5'-0" ALL AROUND•R 1Y -0° CONF. RM. 12 WORK STATION 9 SECIIRRY COAT RM. WORK S 1 WON 2 STATION 3 WORK WORK STATION 6 MOON ON 7 STATION 8 24 -10 5/8" 1Y - 5 3/4" 24 -10 5/8 EVLAF4 WALL CONSTRUCTION FLOOR PLAN SCALE: 1/8" - 1' -0" NORTH • D NOTES OF REVISION 12 1. ADD CORRIDOR EXTENSION 2. ADO DC POWER ROOM. 3. ADD MEN'S REST ROOM. 4. EXPAND TRANSPORT AREA. KEYED PLAN �j/ KDC Architects - Engineers, P.C. 12250 East !lift Avenue, Suite 302 Aurora, Colorado 80014 303.750.6999 FAX 303.750.0236 Qwest QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 - 7225 200004.001 DRAWN BY VT MRKS NO ..DATE ISSUE 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -01 -00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS -BUILT A 07 07 -31 -00 SECURITY /CONST. CN A 08 08 -09 -00 GENERAL REVISIONS A A -3.4 CRY OFEIN s,,,, Pew, CENTER QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 CONSTRUCTION FLOOR PLAN PI jLL 1 ll LLWJ — X X — —X —XX -liJ N ■t — X— X— X —X—I, a II mg. 3 ik VCR EOUIPMENT PLAN SCALE: 1/16 =1 -0 NORTH L 1_L _LL L EQUIPMENT LIST ITEM 15 13 10 FULL LENGTH LOCKERS —CDOR BLUE NOC CONSOLES - AMERICANA 12 13 14 15 16 17 19 20 21 22 23 24 25 26 30 33 34 QTY. 13 27 28 29 31 32 45 DESCRIPTION GENERATORS LOAD BANK GENERATOR CONTROL EQUIPMENT CYBER EQUIPMENT RACKS BOILERS ELECTRICAL EQUIPMENT MAIN DISTRIBUTION UPS — SYSTEM WITH CONTROLS BATTERY RACKS PU WITH TRANSFORMERS (TRANSFORMER IN OVER HEAD) WORK STATION BENCHES WITH GROUND HERMAN MILLER A02, 8 WIRE — PARTITION 5 SYSTEM SECURED( CONTROL MONITOR STATION — BY GLOBAL SECURITY SECURITY. CONTROL PANEL — BY GLOBAL SECURITY COAT RACK & SHELF RECEPTION FURNITURE (CHARS AND TABLE) BY OTHERS REFRIGERATOR STAINLESS STEEL SINK, DUAL BASIN WITH GARBAGE DISPOSAL NOT USED CONFERENCE TABLE — DAVIS ZOOM TABLE (BY QWEST) GRAB BARS — REST ROOM (SHOWER AS PER ADA) CABINETS — PLASTIC LAMINATE REFER TO SHEET A -9.6 WALL MOUNTED BROOM, DUSTPAN & MOP MOP BUCKET & TRASH CAN RECESED WASTE DISPENSER WALL MOUNTED SANITARY SEAT COVER WALL MOUNTED PAPER TOWEL DISPENSER (RECESSED IN R.R.) FIRST AID KIT LAB SAFETY WB10431 EYE WASH LAB SAFETY WB14278 SURFACE MOUNTED TOILET PAPER DISPENSER (REPLACE EXISTING) SURFACE MOUNTED WASTE DISPOSAL (REPLACE EXISTING) 10# CO FIRE EXTINGUISHER WITH CABINETS COAT HANGER HOOK (MOUNTED TO BACK OF DOOR) •N000 -o75 KDC Architects — Engineers, P.C. 12250 East Iliff Avenue, Suite 302 Aurora, Colorado 80014 303.750.6999 FAX 303.750.0236 Qwest. QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER 200004.001 DRAWN BY VT MRKS NO DATE ISSUE 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -01 -00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS —BUILT 07 07 -31 -00 SECURITY /CONST. CN A 08 08 -09 -00 GENERAL REVISIONS A RECEIVED IU CITY OF NKw o EFMR CENTER 'All d� rin nntl writte nnteriol no not be dupin „ totl, used wikhouc the written co nsent of the QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 EMZEIMEIBMIiIIMMOMME EQUIPMENT PLAN UPS /&ITT. ROOM LAB ROOM t4'. DEL/STOR4GE Ir 11..--119 ? ■ ■ omn :: m � Pui' ■ a■■ :■�:■ v0 w■�■ ■_ ■a oiu o E S: : � mm■ u: o■ ::i p.... o � ■ �=: ■■ - :: :oo■■■■ 4 C3 W ■m■ u■m000 .....1=6 LOCKa1 ROOM - F2 ■■■: : :: F10 BREAX 81 pg g ■■■:.i::■■:■ 3 I ■: X d 0 ked. u:■ ®hd B' C 8 4 , 1 0.,........ t COIF RUB B1 F9/10 COIF B1 BM 42 F10 • E EAK B1 ROOM 92 F1/2 TRANSFORMER B2 1 i■■•:- ■■■■n■ : ■■ . .0 !_11L HTET '■1■'i ■ •.. au■: � i�uEiiiiu MEN RESENT( '��p�,Q��yF11 /12 3 IIJ ■ : } u:: DEL/DOCK 82 A TEA F4 ui m muff, iro W4 W ■ ■ i:: 0�■ COATROOM IIIIII E F10 ® C3 a - ■: : ' ::: u i■■u■■■ s : � ■ L� L ■■ ROOM F4 aEC. 82 °::■■■i:: °u E = :■° : ■■ • - I ■ J_ T ■ CENTER F3 F7 CORf>DOR B2 ::::a 0.7 ELEC, 81 ■ :iiu ■: � oo■ EXPANSION 81 CORFL F1 ��II C2 ■■ ■u ■ m C2 i :u : : : :■ui r t F6 B1 F1 -F1l/12 C3 0 „p...,x m ■iG • ■o■ ■ :u■ ■■ ■ ■■■ u■ ;, u UPS /&ITT. ROOM LAB ROOM t4'. DEL/STOR4GE OAiCE (Q3,4 ? L _ F6 —1-NT I ■: B1 ■ - --r nm S: : � mm■ :::: :�ai■m a ■ o■■ou: W _ ® 0 :oo■■■■ 4 C3 W ■m■ u■m000 F2 LOCKa1 ROOM - F2 ■■■: : :: F10 BREAX 81 ■� 3 I ■o X d 0 ked. mi N I I I ®hd B' C 8 4 , 1 0.,........ t COIF RUB B1 F9/10 COIF B1 BM 42 F10 _..OF - r.1 AID 2. mi � IIIIIII. E EAK B1 ROOM 92 F1/2 TRANSFORMER B2 E5 3 y9 X1X ■ 0 • ■ •.. au■: � i�uEiiiiu MEN RESENT( '��p�,Q��yF11 /12 3 IIJ JAMTOR - F2 WOMEN FESRMI /12 } u:: DEL/DOCK 82 A TEA F4 ui \ F11 LS e FQ.�c' a 93 W4 W uu::u:i X x X N N O U .CURRY ROOM B1 F1A COATROOM IIIIII E F10 ® C3 a - TIE MAPi - ROOM F4 aEC. 82 ROOM F5 °u E = :■° : ■■ X W1 - KI ki4. J_ T GTE. B2 CENTER F3 i UPS /&ITT. ROOM LAB ROOM t4'. DEL/STOR4GE OAiCE (Q3,4 ENTRY F6 : B2 F2 B2 F4 B1 410 ei i E8 ki.......4 o XW X ® W _ ® 0 c1 0 4 C3 W SHOW. - F2 LOCKa1 ROOM - F2 CLBICLE AREA B1 F10 HOC ROOM : B1 F10 BREAX 81 ROOM B F10 3 I 8 3 X d 0 ked. mi N I I I ®hd B' C 8 4 , 1 0.,........ 0 0 COIF RUB B1 F9/10 COIF B1 BM 42 F10 _..OF - r.1 AID 2. mi � IIIIIII. E EAK B1 ROOM 92 F1/2 TRANSFORMER B2 E5 3 y9 X1X 8 0 � 20 XW1X 20 MEN RESENT( '��p�,Q��yF11 /12 3 IIJ JAMTOR - F2 WOMEN FESRMI /12 FECEPTICN B1 F9/10 DEL/DOCK 82 A TEA F4 a MI 20 \ F11 LS e FQ.�c' a 93 W4 W C3 4-5 X x X N N O U .CURRY ROOM B1 F1A COATROOM IIIIII E F10 ® C3 a - TIE MAPi - ROOM F4 aEC. 82 ROOM F5 LAB RM B -2 2 ANDS F -3 � 3 I - X W1 - KI ki4. C -2 411 C2 0 GTE. B2 CENTER F3 VE811BJLE 82 F7 CORf>DOR B2 El 0.7 ELEC, 81 ROOM F4 EXPANSION 81 CORFL F1 ��II C2 X WA C2 i - F6 B1 F1 -F1l/12 C3 0 „p...,x GENERATOR 1 [ (5l Et ECTRICA_ RM (E) BATTERY RM. C 44 -0” CORRIDOR (E) OFFICE 60' -0 (E) OFFICE (E) OFFICE (E OFF ICE S (N) LOCATION OF FIBER MANh'OL - (N) 5 -0" HIGH CIA'J :VALE W/ 17' O HIGH SCREEN HV MELT $WITCH PADS LANDSCAPE BY nwNFR FLL (E) LP (E)_ OPEN_G_ OFFICE LOADING DOCK 60' -0" \ / (E) TRANSPORT AREA s TRANSPORT EXPANSION AREA / \ \ o-- / E \ I / EXISTING FACILITY NEW FACILE Y PHASE III PHASE II FINISH FLOOR PLAN SCALE 1/16" =1' -0" NORTH COLUMN COLOR SCHEDULE BLACK 6" VINYL STENCIL LETTERS 12' 0 CEILING -a° _i r2 " 3 " r 2° Z °a.EF } COLUMN COLOR SCHEDULE COL 4 - YELLOW COL 5 - BLUE COL 6 - BURGANDY COL 7 - BLUE COL B - ORANGE COL 9 - BLUE COL 10 - GREEN COL 11 - BLUE GENERAL NOTES ALL MATERIA SPCIFED SHLL BE APPLIED AS MNUFACTURERS SPEICATON. PRP ALL SUkFACES A PER E MANUIFACTAURER'S SPECIFICATIONS PER PRIOAR TO APPLICATION CIF OF PRIODUCT. E CLEAN CONCRETE SLAB OF GREASE. STAIN, DIRT AND DEBRIS FOR NEW FLOOR COVERINGS OR COATING AS DEFINED BY PRODUCT INSTRUCTIONS. PAINT ALL EXISTING AND NEW GYPSUM BOARD WALLS /CEILINGS AS PER THE SCHEDULE. CONTRACTOR SHALL TAPE, TEXTURE (SMOOTH) AND PAINT ALL EXISTING AND NEWLY CONSTRUCTED WALLS AND COLUMN FURR -OUTS. PAINT AS PER FINISH SCHEDULE (P -1), PROVIDE AND INSTALL METAL TRANSITION STRIP AT EACH CHANGE IN FLOORING MATERIAL 6. CONTRACTOR SHALL PERFORM A MOISTURE TEST ON ALL NEW CONCRETE PRIOR TO THE INSTALLATION OF ANY FLOOR COATING OR COVERINGS. [ 1NSTALLATIO N KEYED NOTES 1O PROVIDE AND INSTALL EPDXY CONCRETE SEALER OVER EG /NEW CONCRETE SAB AND HODSEKEEPING PADS. APPLY PRIOR TO INSTALLATION OE ANY XISTIN EQUIPMENT. O PROVIDE AND INSTALL VINYL COMPOSITE TILE. REFER TO SCHEDULE. O PROVIDE AND INSTALL 4 & 6" COVE BASE. AS PER SCHEDULE 4O PROVIDE AND INSTALL 24 HIGH ACCESS FLOORING IN CYBER AREA & 12" RICH IN CONTROL ROOM INSTALL AS PER MANUFACTURER'S INSTRUCTIONS. PROVIDE ALL RAMPS, STAIRS, RAILINGS SEISMIC SUPPORTS AND ACCESSORIES AS IDENTIFIED ON THE DRAWING. FINISH ALL EXPOSED AREAS OF FLOORING WITH PANELS AS PRO'VDED BY MANUFACTURER. O PAINT ALL NEW COLUMN FURR -OUTS AS PER SCHEDULE REFER TO DETAIL / ELEVATION FOR GRAPH' ^5. O PAINT GYP. BOARD WALLS AS PER SCHEDULE. ALL WALLS SHALL BE W- 1 . UNLESS OTHERWISE NOTED ALL OTHER WALLS ARE ACCENT COLORS. O PAINT ALL NEW AND EXISTING METAL DOORS ON ALL EXPOSED EDGES. NOTE: EXTERIOR DOORS ONLY ARE PAINTED ON THE INSIDE. DO NOT PAINT EXTERIOR FACE OF ANY DOOR. O PAINT ALL NEW AND EXISTING DOOR FRAMES O APPLY EPDXY COATING TO FLOOR SLAB, EQUIPMENT PADS. AND CURB. 12 INSTALL CERAMIC TILE ON RESTRDOM WALLS TO 4' -0" A.F.F. INSTALL WITH ACCENT : 2LOR BAND. HENS: GRAY WITH BLUE ACCENT / WOMEN, BLUE WITH GRAY ACCENT. •11 WIRE FENCE PARTITION SECURED TO ACCESS FLOOR. ,p> PROVIDE AND INSTALL VINYL COMPOSITE TILE. REFER TO SCHEDULE. 13 PROVIDE AND INSTALL 4 & 6 COVE BASE.. PER SCHEDULE <0 > 22 INT'GYP. BOARD WALLS PER SCHEDULE. ALL WALLS SHALL BE 2-1. UNLESS OTHERWISE NOTED ALL OTHER WALLS .ARE ACCENT COLORS. <0> PAINT ALL NEW AND EXISTING METAL DOORS & FRAME ON ALL EXPOSED EDGES. <02 PROVIDE AND INSTALL 4' -0" HIGH OF VINYL SHEATHING 2/ TOP METAL. TRIM ON REST ROOM WALL •C> PROVIDE AND INSTALL VINYL SHEET FLOORING W/ 6 SELF COVE W/ METAL CAP. FINISH SC iEDULE I RASE 81 - 4" COVE BASE WALL W -1 PAINT (1) COAT PRIMER AND (2) COATS SEMIGLOSS ENAMEL W -2 VINYL SHEATHING W/ GLOSS ENAMEL W -3 PAINT ( COAT PRIMER AND (2) COATS PAINT 2 COATS GLOSS ENAMEL BASE FINISH WALL NO. 1 X SAME FINISH AS WALL N0. 1 INTERIOR E LEVATION NUMBER R TO CORRESPONDING WALLS FLOOR F1 - VINYL COMPOSITE TILE 12 "x12 "0 /8" F2 - SHEET VINYL C -1 2c4 (1) HOUR GRID & PANEL C -2 GYP. BD. SUSPENDED CEILING PAINTED W -3 FLOOR FINISH CEILING FINISH - SHEET WHERE INTERIOR ELEVATION IS LOCATED OCCUPANT LOAD COLUMN SCHEDULE PLAN i)aooso-00 SCALE: 1/4" = 1' -0" KDC Architects — Engineers, P.C. 12250 East Iliff Avenue, Suite 302 Aurora, Colorado 80014 303.750.6999 FAX 303.750.0236 200004.001 Qwest. QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL 'PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER DRAWN BY VT EMEIBEIMIMIEMISINIMIN MRKS NO DATE ISSUE 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -01 -00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS —BUILT A 07 07 -31 -00 SECURITY /CONST. CN e 08 08 -09 -00 GENERAL REVISIONS CRY OFEITUKWIIA PERI, CENIEP QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 EMMKOMMINMENNE FINISH FLOOR PLAN; A -5.1 — �- =1 - =I- ■ ■ONO i - -I/ II ! II 1 MIME NM ®—■■_■ M=111111= -■■ _- �--- - -_ =1M ■IM 0 - I/ ■■ = - -■■ -II-- ■ ® - ■ C-- ■■ ■ � ti -00- - -- -- - — - O- --IJ -- \ E— - -' -- =At mil - ■■ 11_. ■■ ■ ■ I.= -= _II ® -� o--=- - -- 1 ■ ■- ■ - - - - - _ iii ■■ ■ ■IIIIIIIIIM■ - - - - - � _ MCA I/ 11.' ® ---- IM 60 -0 60' -0 REFLECTED CEILING PLAN SCALE: 1/8" = 1' -0" NORTH EXISTING FACILITY NEW FACILITY PHASE 111 PHASE 11 1 1 b3ODBD (3 INSTALLATION KEYED NOTES 1 O INSTALL HT CF NEW CEILING SUSPEN R DLING 7 X ' GRID AS PER DETAILS AND SPECS. HEIG E 1 -0" A FF. 4 O INSTALL NEW SUSPENDED CEILING GRID ONLY AT 10' -O' AFF O INSTALL NEW GYPSUM BOARD CEILING. - PAINT AS PER SCHEDULE. 40 INSTALL NEW SUSPENDED CEIUNG 2' X 2' GRID AT 70 -0 AFF NOTE: REFER TO DETAIL ON A -9.4 FOR LATERAL BRACING IN CEILING. I CEILING ` LEGEND I /I a RETURN 2' X 4' LIGHT FIXTURE 1' X 4' LIGHT FIXTURE 2' X 2' LIGHT FIXTURE SUPPLY KEYED PLAN KDC Architects — Engineers, P.C. 12250 East Iliff Avenue, Suite 302 Aurora, Colorodo 80014 303.750.6999 FAX 303.750.0236 200004.001 Q we stm QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MA!DESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER DRAWN BY VT EMECECIETANIERIEMBINIENII MRKS NO DATE ISSUE _ 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -01 -00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS —BUILT 1 07 07 -31 -00 SECURITY /CONST. CN 08 08 -09 -00 GENERAL REVISIONS PFFNp1T CENTER ®AU nrow�n9� o d writ ten voter iol neo herein r,n not be dupl'ica ted, usetl or w'itho�t the written consent of the nr[hitect QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. 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F ,, , , 11 6� 11 REFLECTED CEILING PLAN SCALE: 1/8 - 1' -0" NORTH ED DD�O 13 INSTALLATION KEYED NOTES p INSTALL NEW SUSPENDED CEING 2' X 4' GRID AS PER DETAILS AND SPECS. HEIGHT OF CEILING TO BE 14 0 AF.F. O INSTALL NEW SUSPENDED CEILING GRID ONLY AT 10' -0" AFF O INSTALL NEW GYPSUM BOARD CEILING. - PNNT AS PER SCHEDULE. O INSTALL NEW SUSPENDED CEILING 2' X 2' GRID AT 10' -0 AFF NOTE: REFER TO DETAIL ON A -9.4 FOR LATERAL BRACING IN CEILING. 'CEILING LEGEND I/1 I - 1 RETURN 2' X 4' LIGHT FIXTURE 1' X 4' LIGHT FXTURE 2' X 2' LIGHT FIXTURE SUPPLY KEYED PLAN KDC Architects - Engineers, P.C. 12250 East Iliff Avenue, Suite 302 Aurora, Colorado 80014 303.750.6999 FAX 303.750.0236 Q we st. QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 'I 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER 200004.001 DRAWN BY ., VT 6865 NO DATE ISSUE 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05-01-00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS -BUILT 07 07 -31 -00 SECURITY /CONST. CN 08 08 -09 -00 GENERAL REVISIONS arty OFIIA PERMIT CENTER nct be a�pl'co ted s d or d- s.lased I w "tl o�t wrtten consent of the arch'te[t i QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 REFLECTED CEILING PLAN A -6.2 I ® O ;rf 0 =iw rO o-T i d Cpl L I I Q I I I I I = I - 1 1 - 1 f NI III % I I ■■ I _ IN O ■ ■nn■—■® = . ■ ■ I \ I I I I \ ■ I ■ I \ - \ ! F L I I � r . ∎ i I _ ■ I _ ® I ■ I ■ / \I I,- I ■ ■I ■I■ ■I I ■ 1/1 11=110/M0= EMI _ ® ■ ■ 011 �®M 01 ■ ■ ■ ■ El MIME E MI PM KM =MINE S T - ►l1MII I/ 4 ®E =,. . 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I _� I I I - - I - - - - I -- I -III- I _ I . _ -. -_ -_- - II '.. I I I I I ■■ - , I I - III`. I / / l� I I/1 I H . © I \-0 II I I= ♦I =_ i i: -- I Ili I I mo- r 1l . P O REFLECTED CEILING PLAN SCALE 1/8" = 1' -0" NORTH VDocY o �3 KEYED 'NOTES 1 O INSTALL NEW SLING USPENDED CEILING 2 X 4 GRID AS PER DETAILS AND SPECS. HEIGHT OF CEI TO BE 14' 0" AFF. O INSTALL NEW SUSPENDED CEILING GRID ONLY AT 10' -0" AFF 0 INSTALL NEW GYPSUM BOARD CEILING. - PAINT AS PER SCHEDULE. 410> INSTALL NEW SUSPENDED CEILING 2' X 2' GRID AT 10' -0" AFF NOTE: REFER TO DETAIL ON A -9.4 FOR LATERAL BRACING IN CEILING. CEILING LEGEND I it 2 X 4' LIGHT FIXTURE 1' X 4' LIGHT FIXTURE 2' X 2' LIGHT FIXTURE RETURN SUPPLY KEYED PLAN KDC Architects — Engineers, P.C. '2250 East Miff Avenue, Suite 302 Aurora, Colorado 80014 303.750.6999 FAX 303.750.0236 ride the Q w est. QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER 200004.001 DRAWN BY MRKS NO DATE ISSUE 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -01 —00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS —BUILT LL 07 07 -31 -00 SECURITY /CONST. CN 08 08 -09 -00 GENERAL REVISIONS A -6.3 C1T' OF TIUIM�IIA FERMR aENTEF 6101 SOUTH 180th ST. 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SCALE 1/8 = 1 -0 NORTH DDOOO (3 KEYED NOTES I O WSTALL NEW USPENDED CEILING 2' X 4' GRID AS PER DETAILS AND SPECS. HEIGHT OF CE TO RE 4' -0 AFF. 20 INSTALL NEW SUSPENDED CEILING GRID ONLY AT 10' -0 AFF O INSTALL NEW GYPSUM BOARD CEILING. - PAINT AS PER SCHEDULE. O INSTALL NEW SUSPENDED CEILING 2' X 2' GRID AT 10' -0" AFF NOTE: REFER TO DETAIL ON A -9.4 FOR LATERAL BRACING IN CEILING. CEILING LEGEND L7. RETURN 2' X 4' LIGHT FIXTURE 1' X 4' LIGHT FIXTURE 2' X 2' LIGHT FIXTURE SUPPLY KEYED PLAN KDC Architects - Engineers, P.C. 12250 East Miff Avenue, Suite 302 Aurora, Colorado 80014 303.750.6999 FAX 303.750.0236 Qwest. QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 IIGOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER 200004.001 DRAWN BY VT , MRKS NO DATE ISSUE 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -01 -00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS -BUILT 1Q 07 07 -31 -00 SECURITY /CONST. CN 08 08 -09 -00 GENERAL REVISIONS PLAN A -6.4 00 ,?o F EIN I C°wIu Pour CENTER (')Pli tlrowings o tl wr' ten na, erlol o � ed nere�n go nni ee d sed or ° a'�sclo�eo- w�tr,c�t tv,e written nsenc oi' tl,e orcd�tect. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 REFLECTED CEILING 1�®11111�111 A l i it I�, I I I I I i I Ir NINON i 1 1 ! I MINIM I' III I r r l;; I i �' II ! I -- — _ *��_ I A 11\ ._� n�� +IIU I 1 I\ `\ \ _ i_ Nal I\ \ \ ( = I _ _ .._ �\ `\ omnrti I \ ; u 1 Im m \ . mtll mnNm� mIY101111., II i �Inlwn \x1111 mI1"iunwminmmllWnul IT II LII min IOIItlOn I u nln I o�oo f I\ i t `\ = _= L -1 I i IN L II Ell nao ��'. � — . 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REFER TO STRUCTURAL TWOS. (TYP.) 040 4 0 _ STL. TUBE FLASHING C1 NEW 22 GA SHEET METAL SECURE TO WALL W/ SI ANCHORS 24' 0.0 O.C. OW) RIGLET BULT -UP ROOFING TREATED WOOD CANT EXISTING METAL DECK NEW 4 RIGID INSULATION NEW VINYL FACED 3 FIBERGLASS INSULATION EXISING TILT UP CONC. PANEL (N) ACCESS LADDER RE: STRUCT. DWG. FLASHING EXISTG PARAPET 4 NOTE USED A _91 2 A -7.1 FLASHING MECH EQUIP. PIPING KEYED NOTES O REMOVE ALL EXISTING ROOF MOUNTED MECHFNICAL EQUIPMENT. REFER TO EQUIPMENT. DRAWINGS FOR LOCATIONS AND TYPES OF EQUIPMENT. INSTTALL NEW ROOF DECK IN ABANDONED OPENINGS. O REMOVE EXISTING EPDM ROOFING MEMBRANE AND INSULATION. O INSTALL NEL F AME WORK FOR HVAC UNITS, SCREENING AND CATWALK. EW STE REFE R TO E CHANICAL DRAWINGS AND COORDINATE WORK W'TH MECHANICAL AND ELECTRICAL TRADES FOR UTILITY REQUIREMENTS. O PROVIDE AND INSTALL BUILT -UP ROOFING MEMBRANE AND RIGID INSULATION OVER ENTIRE ROOF AS PER SPECIFICATIONS. RE -USE ALL EXISTING ROOF DRAINS AND SCUPPERS. PROVIDE AND INSTALL NEW CURB PENETRATION FOR ALL NEW UTILITIES TO HVAC UNITS AS PER DETAIL O PROVDE AND INSTALL FLASHING AT ALL STEEL SUPPORT PENETRATIONS ON ROOF. O INSTALL NEW HVAC UNITS PER MECHANICAL DRAWINGS. O PAINT EXPOSED SURFACE OF HVAC UNITS AND INFlLL SCREEN PANELS COLOR TO DE DETERMINED BY OWNER. FLASHING 4' DIA. STEEL PIPE NOTE: VERIFY W/ MECH. CONTRACTOR ACTUAL SIZE & # OF PIPES KOC Architects - Engineers, P.C. 12250 East HIST Avenue, Suite 302 Aurora, Colorado 80014 303.750.6999 FAX 303.750.0236 ride the Qwest. QWEST COMMUNICATIONS 13952, DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER 200004.001 DRAWN BY . CHECKED BY NO DATE ISSUE'_ 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -01 -00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS -BUILT 1Q 07 07 -31 -00 SECURITY /CONST. CN 08 08 -09 -00 GENERAL REVISIONS OA, drove ngs u tl wr tten ter'o onto ned hEre - n nod not be du a'coted. s d or d'�� o tl wthn,.t tl,e wrtten nse„t o� the or�hte« QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 ROOF PLAN A -7.1 CRY OFEINA., EXISTING LIGHT - FIXTURE (PP.) zl § l XISTING TREES OW.) NORTH ELEVATION SCALE: 1' = 10' -0" EXISTNG DOOR TO REMAIN AND SEALED FROM INSIDE AND KEVIAR WALL BEYOND L XISTING DOOR TO REMAIN P OERABLE W/ KEVLOR WALL BEYOND RE: TO PLAN EXISTING PRECAST CONCRETE TILT -UP PANEL IMP.) EXISTING TREES (PEP) -_J II HVAC UNIT :HVAC, t1NR NEW STL FRAME AND SUPPORTS FOR NEW HVAC UNITS RE: STRUCT. DWG. EXISTING PRECAST CONCRETE TILT -UP PANEL W/ EXPOSED AGGEGATE FINISH (TYP.) (N1 INFILL SCREEN PANEL RE: STRUCNRAL WG. NEW STL FRAME AND SUPPORTS FOR NEW HVAC UNITS RE: STRUCT. DWG. PROPOSED INFlLL SCREEN PANEL, AIR HANDLER UNITS NOT SHOWN FOR CLARITY NOTES: AIR HANDLERS UNITS BEHIND NEW INTEL SCREEN NOT SHOW FOR CLARITY. EXIST NG ucPr FIXTURE (PEP.) EXISTING STORE FRONT TO REMAIN E%ISPNG DOOR TO REMAIN 1 t7051NG DOOR TO REAM OPERABLE W/ KEVIAR W4'L BEYOND RE, TO PLAN EXISTING DOOR TO REMAIN EXISTING UGHT FIXTURE (TOP.) jDOOOf3 LS NEW GATE - NEW LANDSCAPE - BY OWNER T.O. HVAC UNITS ELEV:47-0' T.O. STL. FRAME ELEV: 35' -0 T.O. BLDG T.O. MIL. WALL ELEV: 0' T.O. CMU WALL GROUND V ELEV: 0 0LEEL ° NEW CU FOR LANDSCAPIN G 8Y OWNER KDC Architects - Engineers, P.C. 12250 East !lift Avenue, Suite 302 Aurora, Colorado 80014 303.750.6999 FAX 303.750.0236 01 02 03 04 05 06 07 08 04 -04 -00 04 -19 -00 05 -01 -00 05 -08 -00 05 -16 -00 07 -06 -00 07 -31 -00 08 -09 -00 westm mommil—morm QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 GMOSIIMOINEMEMEMIM 200004.001 NO DATE ISSUE ELEVATIONS REVIEW CLIENT REVIEW 50% CLIENT REVIEW 95% PERMIT 99% PERMIT 100% AS -BUILT Q1 SECURITY /CONST. CN 8 GENERAL REVISIONS PERMIT LENTEP ®.qII Drawings a d wrt ten teriol onta:ned .rtno not be d�plicaied, us G or disclosed �t the written consent o: the orchitec t. - QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 A -8.1 T.O. FiVHC UNITS ELEV :476" -- T.O. STL. FRAME ELEV. 35`- f1 -.. �T.O.BLDG ELEV: 31' -6" T.O. MT WALL. T.O. CMU WALL ELEV: s� - a ° GROUND LEVEL - NEW DOOR PANELS TO MATCH EXISTING. PAINT IJ AS PER SCHEDULE I UETAL WALL 7i 'ITTf ��•- = =oCMU WALL c_) SOUTH ELEVATION SCALE: 1" = EX SATURE (LAP.) ILII EXISTING DOOR AND FRAME TO BE REPLACED WITH BULLET RESISTANT DOOR AND FRAME PAINT DOOR ANO FRAME TO MATCH EXISTING EXISTING UGHT FIXTURE (TOP.) (E) CONC. CANOPY F M HANDICAP RAMP • NEW METAL STAIRS VO/ SAFETY GRATINGS OPEN RISERS (NON ACCESSIBLE) TYP. RE: S -6 DWG. EXISTING DOOR AND FRAME TO BE REPLACED WITH BULLET RESISTANT DOOR AND FRAME PAINT ODOR AND FRAME TO MATCH EXISTING NEW DOOR PANELS TO MATCH EXISTG. PAINT AS PER SCHED NEW INFILL SCREEN PANEL - - - -- RE STRUCT. DWG. EXISTING PRECAST CONCRETE TILT -UP PANEL W/ EXPOSED AGCEGATE FINISH (TYP.) NOTES: EXISTING PRECAST CONCRETE TILT -UP PANEL W/ EXPOSED AGCFGATE FINISH (P!F.) AIR HANDLERS UN. BEHIND NEW WILL SCREEN NOT SHOW FOR CLARITY. EXISTING DGOR AND -� FRAME TO BE REPLACED WTTH BULLET RES1SA, DOOR AND FRAME.I PAINT DOOR AND FRAME TO MATCH EXiSiNG f wAC I1N(T ) NEW INFILL SCREEN PANEL ( RE: STRUCTURAL DWG. t NEW DOOR PANELS TO MATCH EXISTING. PAINT AS PER SCHEDULE NEW STL FRAME ANS SUPPORTS FOR NEW T UNITS RE STRUCT. Sao NEW STL FRAME ANSSUPPORTS FOR NEW HVAC UNITS RE: STRUCT. DWG. EXISTING DOOR TO REMAIN AND SEALED FROM INSIDE AND KEVLAR WALL BEYOND 0'3 EXISTING DOOR AND FRAME TO BE REPLACED \ WITH BULLET RESISTANI DOOR AND FRAME. PAINT DOOR AND FRAME TO MATCH EXISTING EXISTING LIGHT FIXTURE (TOP.) EXISTING TREES EXISTING BOLLARDS KDC Architects — Engineers, P.C. 12250 East Miff Avenue, Suite 302 Aurora, Colorado 80014 - 303.750.6999 FAX 303.750.0236 ride the I Qwest. QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER 200004.001 DRAWN BY NO DATE ISSUE 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -01 -00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT WAS 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS —BUILT Q1 07 07 -31 -00 SECURITY /CONST. ON 8 08 08 -09 -00 GENERAL REVISIONS �ERMR GENTEF QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 ELEVATIONS Emmummilommommi A -8.2 EXISTING LIGHT FIXTURE (TYP.) ;EXISTING CONC. CANOPY C REMAIN T.O. H ELEV47 VAC 6 UNITS T.O. STL. FRAME ELEV: 35' -0" T.O. BLDG ELEV: 31' -6 EXISTING TREES - T.O. . WLL___ ELEV: MTL 16' -0 4 T.O. CMU WALL ELEV: 5' -D" GROUND V ELEV a D" LEEL EXISTING LOADING —� DOCK TO REMAIN ■ SCALE: 1" = 10' -0" EAST ELEVATION SCALE: 1" = 1O' -0 WEST ELEVATION NOTES: EXISTING PRECAST CONCRETE TILT -UP PANEL W/ EXPOSED I AGGEGATE FINISH (TYP.) • NEW DOOR AND RAME� TO BE REPLACED WITH BULLET RESISTANT DOOR AND FRAME. PAINT DOOR AND FRAME TO MATCH EXISTING EXISTING PRECAST CONCRETE TILT -UP PANEL W/ EXPOSED AGGEGATE FINISH (TYP.) AIR HANDLERS UNITS BEH NEW INFILL SCREEN NOT SHOW FOR CLAR ITY. EXISTING DOOR TO REMAIN AND SEALED FROM INSIDE AND KEVIAR WALL BEYOND NEW DOUBLE DOOR AND FRAME MIL BE BILLET RESISTANT DOOR AND FRAME PANT DOOR AND FRAME TO MATCH DIETING ,U1 N. SCREEN INFILL PANEL INFILL PANEL RE STRUCTURAL OWG. STRU'CT. DWG. NEW METAL STAR W/ SAFETY GRATINGS OPEN RISERS (NON ACCESSIBLE) TYP. RE S -6 DWG. EXISTING LOADING DOCK TO REMAIN NEW S L FRAME AND SUPPORTS FOR NEW HMG UNITS RE: STRICT. DWG. MEI ■ EXISRNG METAL DOOR' iOBE SEAL :ROM INSIDE RE: A -2.4 EXISTING OCHE FIXTURE (TOP.) EXISTING CONC. CANOPY TO REMAIN EXISTING TREES COSTING OVERHEAD DOOR TO REMAIN EXISTING R.R. TRACK HV METER & SWITCH RE: ELECT. DWG. T . HVAC UNRS ELEV:47-6 T.O. STL FRAME E.: 35' -0 T.O. BLDG ELEV: 3E-6 I P I- GROUND LEVEL ELEV: D' -0 DDDOO(3 KDC Architects - Engineers, P.C. 12250 East Iliff Avenue, Suite 302 Aurora, Colorado 80014 303.750.6999 FAX 303.750.0236 ride the I Qweit. QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER 200004.001 DRAWN BY NO DATE ISSUE ° 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -01 -00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS -BUILT 1Q 07 07 -31 -00 SECURITY /CONST. CN 08 08 -09 -DO GENERAL REVISIONS A. Gr T;',7 ILA POIMIT CENTEF. 'AII dr.gs a wr" T aerial ned bere�., nx .n ,n na robe �duucntea �soeo. n�alsclo QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 ELEVATIONS A -8.3 WINDOW SCHEDULE • WIN. N0. DESCRIPTION FRAME DETAILS REMARKS LOCATION MA' WINDOW TYPE WIDTH HEIGHT HEAD HEAD HEAD 1 2 CONTROL ROOM 4' -0" 4' -O" SAFETY 1/A -9 2/A -9 A CERAMIC CLASS CONFERENCE ROOM 4 -0" 6' -0" SAFETY 1/A -9 2/A -9 B CERAMIC CLASS 3 CDNr�COMROL 4' -0 4' -0 SAFETY 1 /A -9 2/A -9 C CERAMIC CLASS WOOD BIRCH WOOD BIRO OOD WOOD BIRCH 000 000 ODD METAL SCISSORS SECURE, GRATE METAL SCISSORS SECURITY GRATE 40 5a 6 60 6b 7a 8 b a 43 LA A ROOM #2 44 LAB ROOM #3 5 EXISTING RESTROOM 47 h,�;; 1,• x,UIIIH 1 46 CORRIDOR TO DC PLANT CORRIDOR TO DC PLANT 3' 0 MEN REST RM. #Z 3' - -0" DELIVERY LOADING 3 10' -0 DELIVERY LOADING 4 10 -0 1 3/4 WODD BIRCH WOOD BIRCH WOOD BIRCH WOOD BIRCH WOOD BIRCH WOOD BIRCH 2HR 5 3 HR 5 3 HR 2HR BULLET RESISTANT BULLET RESISTANT RHR ACTIVE LEAF LOCATION OFFICE # 18 OFFICE #4 19 CONFERENCE ROOA # ,0 LOCKER ROOM 1 SHOWER ADMIN. EXIT RIDDR # Y EXI NOTE: 1. REFER TO DRAWING A -9.2 FOR DOOR JAMB, HEADER THRESHOLD AND ASTRAGAL DETAILS. 2. ALL EXISTING An NEW DOORS EXITING THE CORRIDOR SHALL RECEIVE PEMKD SMOKE /FIRE DRAFT SEALS FLUSH DOOR SCHEDULE DOOR NTRY (SWITCH) ENTRY 1 (REFUGE) ENTRY .,}'2 (CORRIDOR) CYBER ENTRY #1 . FIRE ROOM FIRE ROOM EXIT TRANSFORMER 3' -0 TRANSFORMER EXIT 3' -0 ELECRICAL ROOM 6' -0" ELECRICAL ROOM EXIT #1 3' -0" ELECRICAL ROOM EXIT #2 3' -0 UPS ROOM 6' -0" UPS ROOM EXIT BATTERY ROOM EXIT 3' -0 BOILER ROOM # 3' -0 BOILER ROOM #2 CYBER ENTRY #2 ENTRY #3 ENTRY (REFUGE) ENTRY # DELNERY/ STORAGE LAB ROOM # ADMIN. ENTRY OFFICE #1 3' SIZE MATERIAL KNISH FRAME LABEL GLAZING LOUVER Vt'IDTH HE:GHT' THICK TYPE Y _ _ N7 M Y - - M H.M. Y - - NAT H.M. H.M. - - " H.M. H.M. H.M. Y _ _ M M M Y - - PAIR OF FLUSH DOORS H.M. H.M. H.M. Y M M M H.M. H_M. H.M. Y - - Y - - NARROW LIGHT DOOR TYPE GROUP 1 1 TING 3 HR 3 HR 3 HR 2 HR 3 2HR 3 3 2 H 3 HR DOOR TYPE PAIR OF NARROW LIGHT DOORS REMARKS BULLET RESISTANT LHR ACTIVE LEAF UTE 90 MIN BULLET RESISTANT BULLS RESISTANT RHR ACTIVE LEAF BULLET RESISTANT BULLET RESISTANT RHR ACTIVE LEA BULLET RESISTANT! BULLET RESISTANT HR ACTIVE LEAF RHR ACTIVE LEAF BULLET RESISTANT BULLET RESISTANT BULLET RESISTANT 90 MIND BULLET RESISTANT BULLET RESISTANT ETAL SCISSORS SECURITy GATE ETAL SCISSORS SECURE!, GATE O LOUVER NOTE: REFER TO DRAWING A -9.2 FOR WINDOW JAMB, AND HEADER DETAILS. 20 -10" r CONTROL 25' - 2 . CONFERENCE WINDOW TYPE 17 ,_ 7 .. V CONF /CONTROL ROOM NAME - EXISTING ELECT. RM. CONC. SEALER EXISTING CYBER AREA 24 ° ACCESS FLR. 4 GYP. 8D. PAINTED VESTIBULE /ENTRY #i VCT 6" GYA BD. PAINTED . NEW CORRIDOR VCT 6" GYP. BD. PAINTED EXIST. REST ROOM EXIST.TOREMAN EXIST. TO REMAIN GYP. BD. PAINTED FIRE MAIN RM. CONC. SEALER WATER RES. GYP. BOILER ROOM EPDXY COATED WATER RES. GYP. TRANSFORMER ROOM EPDXY COATED 6 GYP. BD. PANTED ELECT. EOUIP.RM. EPDXY COATED 6 GYP. 80. PAINTED - UPS ROOM EPDXY COATED 6" GYP. B0. PAINTED - BATTERY ROOM EPDXY COATED GYP. BD. PAINTED - HOC ROOM 12 ACCESS FLR. 4" GYP. BD. PAINTED CONF. ROOM #1 CARPET 4" GYP. BD. PAINTED . BREAK RM. #1 ACT 4° GYP. BD. PANTED MENS ROOM # CRMC. TILE WATER RES. GYP. CRMC. TILE JANITOR ROOM SHEET VINYL 6 SILT. VINYL WATER RES. GYP. PL. MASONTT WOMENS ROOM CRAIG. TILE WATER RES. GYP. CRMC. TILE FOYER CRMC. TILE CRMC. TILE GYP. BD. PAINTED . - CORRIDOR ADMIN. CARPET 4" GYP. BD. PANTED - LOBBY / RECEPTION CARPET 4 GYP. BD. PANTED SECURITY ROOM VCT fi GYP_ BA PAINTED COAT ROOM CARPET 4 - GUEST OFFICE #1 GUEST OFFICE #2 CONF. RM #2 CUBICAL AREA SHOWER LOCKER ROOM_ OFFICE # OFFICE #2 OFFICE #3 OFFICE # LAB ROOM J4 STORAGE /STAGE AREA VESTIBULE # LOADING DOCK AREA BREAK ROOM #2 LAB ROOM # LAB ROOM #2 RO DC POWER ROO FLOOR CARPET CARPET CARPE CARPET SHEET VINYL VCT CARPET CARPET CARPET CARPET v v VCT (E)CONC.SEALED VCT 24 ACCESS FLR. 24 ACCESS FLR. 24 SF EPO COATED BASE WALLS 4 GYP. B0. PANTED GYP. BD. PANTED GYP. BD. PANTED GYP. BD. PAINTED WATER RES. GYP. PL. MASONITE GYP. BD. PAINTED GYP. BD. PAINTED 4" GYP. BD. PAINTED 4 GYP. BD. PANTED 4 GYP. BD. PAINTED 4" GYP. BD. PAINTED 6" GYP. BD. PAINTED PVC 6" GYP. BD. PAINTED 6" GYP. BD. PAINTED PVC GYP. BD. PAINTED 4" GYP. BD. PAINTED 4 GYP. BD. PANTED GYP. BD. PAINTED • COORDINATE FINISH SCHEDULE & FINISH SCHEDULE KEY WITH FIN'.SH SCHEDULE. DRAWING A -5.1. FINISH SCHEDULE AINSCOT WAINSCO 4'-0 4 • • CEILING CEILING HEIGHT REMARKS 2x SUSP. CELL 12 -0 AFF • Zx4 SUSP. CELL 10' -D' c - F G ONLY GYP. W /CEJLGD. 12' /GYP_70 /GRIDr. RID IXIS.TO REMAIN 8' -0" 2x2 CEILING CD. 9 -0 CHAIR RAL 2x2 CO G0. 2x2 CETUNG FA. GYP.BD. FANITE1 GYP.HD. P, GYP.BD. PANTED GYP.BD. RAN. 2x2 5.P. C" 2 GYP.BD. FAA SOAP. CULL 10' -0 2x2 SUSP. Cr7L iD' -0 2x2 SUSP. CO 2x2 SUSP CELL ID -0" 10' -0 10' -0° 70 -0 GYP.BD. FAM It 9 -0 GYP.BD. PAINT 2x2 SUSP. CELL 2x2 SUSP. CELL 2x2 S'JSP. CELL 10'-0" 2x2 SY_P_ CELL 2x2 SUSP. CELL 10' -0" 2x4 SUSP. CELL 10' -0" x2 CEILING F 6 CONCERTS CURB x 0' -6 HIGH CONCRETE CURB SHELF /COAT RAIL 4' CONCRETE CURB CHAR RAIL CHAR RAL R RAIL 2 SUSP. CBL 10' -0' CHAR RAIL CHAR PAIL ENLARGED CONTROL ROOM REST ROOM PARTITIONS CEILING MOUNT REST ROOM PARTITIONS CEILING MOUNTED MILL WORK /COUNTER BY OTHERS EQUIPMENT CABINET BY OTHERS PVC WALL RAIL 40 36 AFF PJC WALL RAL 4 36 AEF 2x4 SUSP. CLG. 12' -0" AF.: x4 SUSP. CLG. 12 ° -0 A O BASE FLOORING B1 JOHNSONITE RUBBER F1A 4 WALL BASE E' DC -92 BWE LAGOON B2 JOHN50NITE RUBBER 6" WALL ASE DC -92 BL LAGOON WALL PAINT Wi BENJAMIN MOORE EIELD PAINT #792 SEMI -GLOSS ENAMEL W2 MIN MOO RS LIGHT ENJA ACCENT #800 SEMI -FLOSS ENAMEL W3 W4 W5 W6 FINISH SCHEDULE KEY { BENJAMIN MOORS #803 ACCENT #B03 AQUA FECK ACRYLLIC LATEX #2064 BENJAMIN MOOR �EIUNG/COLUMN S PO -12 PARKER PINT MARATHON A ENAMEL #SPS OVER 1784 OVERHEAD DOOR PAINT PLASTIC LAMINATE PL -1 COUNTER TOP WILSON ART D2560 ALANTIS PL -2 CABINET • =WART D31 -60 SHADOW BLUE PL -3 ACCENT AR -CONE. ROOM S-3-1 T. BWE 5- 3 -16T. `- CYBER CENTER AREA F7 MANNINGTON COMMERCIAL ESSENTAIL VCT 122 GLACIER F2 SHEET VINYL ARMSTRONG g r TE A 86466 CAMPAMUTA BUFF F3 F4 STONEHARD SEALER F5 STONEHARD EPDXY COATING F6 STONEHARD ACID RESISTANT EPDXY COATING F7 ARMSTRWN D15C ONG RUBBER TILE CRO 81 / GALLIC BLUE 1 I 18 /8 X 18 7/8" F8 DAL PORCEALTO AllURI CO26 CIELO TEXTURE SURFACE F9 SHAW CARPET TOPAZ E E TOPAZ SPHERE #03410 Flo ACCENT (1' -0 ° ) LOBBY ONLY SHAW STRATTON F11 TILE 0014 F12 TILE D023 LANDING 130 WEDGEWOOD TATS FLOORING 24 NIGH ACCESS FLOOR DESIGN SERIES IV30 VIDEO PORT 96491 9' -7 1/8" DAL CONFERENCE RM ' -2 4 -2 C -3 CEILING C -1 USG ORLON RYAN270 2X2 - #66271 C -2 OWEST SPEC. 2X4 5/8" GYP. BD E . TIL CLASS A FINISH GYP. BD. PAINTED. BENJAMIN MOORS P0-12. ENAMEL SEMI -GLOSS ENAMEL ON RECEPTION, R.R. JANITOR, R.R. FOYER AREA ONLY). ENLARGED CONFERENCE RM. *1 W/ RAMP KDC Architects - Engineers, P.C. 12250 East UV Avenue, Suite 302 Aurora, Colorado 80014 . 303.750.6999 FAX 303.750.0236 ride the I Q wet® QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER 200004.001 DRAWN BY VT CHECKED -BY MRKS NO DATE ISSUE 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -01 -00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS -BUILT LI 07 07 -31 -00 SECURITY /CONST. CN OR 0B -09 -00 GENERAL REVISIONS 0T'B pF NKyy p �,N,7T GENTEF. All dr nwings o d wr't ten feria! ont ainea go not Me acoroled, s a or dis�lo,edl without the wri nsent o f the or [hitec t. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 SCHEDULES, ENLARGED CONFERENCE & CONTROL ROOM D,D00 -10 13 A -9.`1 S S, D LNNRA r1 � OP BOT ' EXISTING DOOR — EXISTIG DOOR TO BE / ( �TO REMAIN REPLACED BY BULLET / RESISTANT DOOR & FRAME r EXISTING DOOR JAMB TO REMAIN I I I I "- 7 1 t #� � A t�,) — -- EIRE 5A`I \G ON IMFAL .TUG C'_'FS MTL_ STUDS H.M. FRAME PAJNT I ON /8 " METAL 7 /Z °f °} 7' ° 1 HR. RATED --' H.M. FRAME 1 HR H.M. DOOR W/ DOOR SWEEP ' II I III I I II I 1 /4" (TYP) - .. PIPE OR CONDUIT T AVE —+ NOTE: SHALL INSTALLATION. INSTALLATION. UL PIPE 1 FIRE �: ,I V CABLES BE APPROPRIATELY SYSTEM PENETRATION RATED - - - :I SPACE WITH 3M11 LL CATALOG #CP25 -W8 PLUS _.. _ VI-HIN CONDUIT PENETRATION SEALED AFTER WL1068 THRU GYP. BD. WALL FIE L ! 2 7/4 % j t,_ 5/ 5/8 "x3/4" 16 GA. SCREW APPLIED STOP PAINT t/4 SAFELY GLASS J � 1 J �) l a 2_66,9,792,0 I I' IIII! f III 'V 'II' I . TYP. THRESHOLD DETAIL ii' 2 . - \ KEVLAR WALL L-5/8° GYP BD — MEAL STUD I6" O.G. (E) DOOR GYP. BD /KEVLAR WALL A ANT. WINDOW HEAD DETAIL SCALE: NTS 9� ° SCALE: N.T.S. A SCALE NTS � SCALE: N.T.S. ` rHRGar AwcTH PER WA�L TYPE .O. ROOF DECK 1 HR. rH.M. �I RATED FRAME ANODIZED ASTRAGAL E HARDWARE SILICON SEAL R STRIP —a► ,,. ALUMINUM SCI'.E 2 / 2 1/4" I II: IIIIi', I II 1' -6 1/2" I ` 1 /2 " WALLYPE PER PLAN CERAMIC GLASS / / -- s.„ .„ 58 "x34" 16 GA. SCREW APPUEO N STOP - PAINT � i —H.M. FRAME -PAIN I -- MfiL. STUDS II I I I I I I I I III I� I I I I II CONTROL ROOM 5 +3' -0" A.F.F. N 8 [] i /2"+ / ®�_ '. - '. 1HR. HOLLOW METAL- FRAME A ANCHOR I —` ! ..... < L ' � 3 a 1/2"+- CONFERENCE ROOM PAINTED 5/8 GYP. RD. — METAL STUDS2 GA. I THROAT WIDTH t HR H.M DOOR s JAMB DETAIL yw 7 DOOR ASTRAGAL S I I 5/8" TYPE ° X" GYP. BD. ON 5 5/8" 16 GA. METAL STUDS © 16 "o.c. 1HR H.M. DOOR JAMB BEYOND l I = 2 -F t /-a'�" 5 TYP. HEAD DETAIL NOTE - HEAD AND JAMB SIMILAR a INT. WINDOW PER WALL TYPE IIII I II I II SILL DETAIL II A - SCALE: NTS !, A <C/i E_ NTS A SCALE: NTS A SCALE: NTS - -- LAY IN ACCOUSTICAL CEILING / /� //1 CSC � � �JU� \ p J p FIRE PROOFING-, (1) HO CAM' i FATE G`� 1 ZISTNG METAL' /TO 6° TOP RAIL 8EC8REp MEAL DECK FIRE PROOF -A I / �! I z ." � I ,, , x ANGLE SCRFW ® O.8 LAVER OF 5 1YPE °X" e ppppp�p T 11 ' 11 111 11111/IYOYY V/ S1 I ` T I I ' i 7 ' ia ' '` / i1°Gyp. B VERTCAL MEAL SUDS RAIASET ANCHOR ®16' O.C. BOTTOM RAIL ' NSXTEND 2- EEW YP. BD. ON / I 3 1/2 SOUND ATTENUATION BLANKETS. STAPLE TO GYP. BD. REQUIRED BASE AS SCHEDULED A COUSTICAL SEALANT z FLOOR AS SC HEDULED f 1 TYPE TRIM (TYPICALI, ADD ACOUACOUSTICAL SEALANTS TO ALL III PENETRATIONS. IMERIOR PARTITION 58 GYTO STUDS E ANCHOR AT 24 O.C. RAMS LOOR II • � 6 SUPPORT TRANSFORMERhfTL (2) AYERS IYPE 'X" GYP. T) /B" GYP. BD. (FIR TAPED 6' -0' DEK) FI APE & PLM FROM © 5HANNEL T NOTE, ADO ACOUSTICAL SEALANTS TO ALL PENETRATIONS. - TAPED (FINISH TAPE & 01 16' -0 0.C. FIRE PROOFING T APE At IIII I' FOR FLOOR RUNNER ICBO # ER -1715P _ BASE AS SCHEDULED F AS SCHEDULED 2 7/2" CORE B / & PLATE W/ GUSSET k - - / I /! 1 HOUR WALL CONSTRUCTION A p INTERIOR ACOUSTICAL PARTITION +` / (� III - II, FIRE PROOF SCALE: NTS ® ® SCALE; NTS SECURE CHANNEL TO A SCALE: NTS 16" O.C. TL STUDS ®� USG CHANNEL 78 GA FIRE TAP &TAPE INGLE LAYER . D. B 11 „S SIMILAR -ONE GYP HOUR I ; / & TAPE ONSTRUCTION II I,_ IIII ,. Q li THROAT WIDTH 1/2° 3 q 5 /8° O.0 MR . STUD 16 5/8° TYPE"X" GYP. BD. KEVLAR WALL 5/8” TYPE "X" GYP. BD. (2) EACH SIDE METAL FRAME -. FRAME DOOR JAMB BEYOND PER WALL TYPE HO N U1111 - -- a • (2) 5 /8° LAYERS OF TYPE X" GYP. BD. EACH SIDE (NP) 6 SQUARE TUBE 6 " 1 G A M EAL STUDS r BOT RAIL RAMSET ® 16" O.C. ANCHOR tfi' O.C. III I_ III II ' 3 a 3 o c g MAT H EXIST & PROFILE SECURED o �° —�� .'I�R�}��.la�"r� C��}u)I�!I��j PANEL G IN (ONLY) � ).' . � -� ( 2 ) 5 TYPE "X" GYP. 1fi GA. METAL STUDS NOTE: DOOR & FRAME AS PER I.E.. BULLET RESISTANT RATED W/ LABEL 2—HOUR DOOR , -- 5 /8" I \ ' BD ON 3 5/8 — 016" o.c. SCHEDULE OR 2 HR JAMB NOTE: ODOR &FRAME AS PER I.E.. BULLET RESISTANT OR RATED W/ LABEL 2 —HOUR DOOR 2 1/4" SCHEDULE 2 HP. HEADER D0 : TO EXISTING CONC. WALL IXISING ROLL -UP DOOR EAtER ,0( 3 EXISTIG IOR WALL PANEL DOOR GYP. BD /KEVLAR WALL A CORRIDOR 3 4" x6 "x10" PLATE �® ( PLAN /DEMISING PARTITION ® SCALE: N.T.S.S II Ain SCALE: NTS a KOC Architects - Engineers, P.C. 12250 East Iliff Avenue, Suite 302 Aurora, Colorado 80014 303.750.6999 FAX 303.750.0236 west QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO'' 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 200004.001 DRAWN BY VT MRKS NO DATE ISSUE 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -01 -00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS -BUILT 1Q 07 07 -31 -00 SECURITY /CONST. CN 08 08 -09 -00 GENERAL REVISIONS CRY G,ErJ&,, rsimimismilmint cERMIT GENTEA I ©AIL drew L here � ' tho�t and wr - tten rcter'al ontoned of be duFl - cotetl s =d er d sclosc -d wr'tten consent of the ar�h'tect. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 IMECHEMEMMIMMEMEM ARCHITECTURAL DETAILS Ennwimum A -9.2 to, A ' ENLARGED MEN /WOMEN RESTROOM SCALE: 3/8 " = ' -0" MEN /WOMEN RESTROOM ELEVATION SCALE :. 1/2" = 1' -0" ACCESSABILITY DETAILS __ . SCALE: NTS 5 °- ACCESSIBLE ENTRANCE SIGN MOUNTED 60" A.F.F. ON NORTH SIDE DOOR REFER i0 SITE PLAN A1.1 ' ' MALE /FEMALE SIGNAGE AT RESTROOM DOOR MOUNTED 60 A.F.F. ON CENTER OF RESTROOM DOOR RAISED LETTER "UNISEX RESTROOM" UPPERCASE, SAN SERIFF LETTERS WITH GRADE 2 BRAILLE 'D' SIGNAGE ADJACENT TO RR DOOR MOUNTED 60" A.F.F. TO CENTER LINE OF SIGN AT RIGHT HAND SIOE OF DOOR CEILING LINE WOMEN RESTROOM ELEVATION SCALE: 1/2° = 1' -0" GENERAL NOTES: A PROVIDE ROOM IDENTIFICATION SIGNS AT ENTRANCE TO TOILET ROOMS, REFER TO SIGNAGE, DETAILS AND NOTES. PROVIDE SIGN TYPES ° A ° , "B ° , "C ° , AND "D" AND INSTALL AT APPROPRIATE ROOM LOCATIONS. B. ROOM ENTRANCE DOORS SHALL PROVIDE CLEARANCES AS REQUIRED FOR DOOR CLEARANCES. REFER TO DOORS AND COO.. DETAILS AND NOTES SINGLE- ACCOMODATION TOILET ROOMS: I. WHEELCHAIR CLEAR SPACE SHALL BE MINIMUM 60 DIAMETER OR T- SHAPED PER T- SHAPED SPACE FOR 180 DEGREE TURNS DOOR SHALL NOT ENCROACH INTO CLEAR SPACE. 2. WATER CLOSETS SHALL BE LOCATED TO PROVIDE 18 FROM SIDE WALL TO CENTERLINE OF FIXTURE, 28 FROM AN ADJACENT FIXTURE TO EDGE OF BOWL AND 48 FRONT CLEARANCE. 3. IN EXISTING BUILDINGS, SINGLE ACCOMMODATION TOILET ROOMS MAY HAVE WATER CLOSETS LOCATED IN AREAS PROVIDING 36 "448" CLEAR SPACES IN FRONT OF THE WATER CLOSET. WATER CLOSETS' 1. SEAT HEIGHT 17 TO 19" ABOVE FLOOR WITH 2 HIGH TOILET SEAT. 2. CONTROLS OPERABLE WITH ONE HAND NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING OF WRIST, AND LOCATED ON WIDE SIDE OF TOILET AREA MAXIMUM HEIGHT OF CONTROLS 44 ABOVE FLOOR WRH MAXIMUM FORCE TO ACTIVATE OF 5 POUNDS. URINALS 1. RIM PROJECTION FROM WALL MINIMUM 14 AND AT A MAXIMUM OF 17 ABOVE FLOOR. 2. CONTROLS SAME AS FOR WATER CLOSETS. LAVATORIES: 1. MINIMUM OF iB" FROM ADJACENT WALL TO CENTERLINE OF FIXTURE. 2. MINIMUM FLOOR CLEAR SPACE OF 30 "x48 ". 3. RIM OR COUNTER MAXIMUM 34 ABOVE FLOOR WITH MINIMUM 29 HIGH KNEE CLEARANCE FROM FRONT EDGE 8 DEEP AT TOP. MINIMUM 9 HIGH TOE CLEARANCE FROM FRONT EDGE 17 DEEP AT FLOOR. 4. HOT WATER AND DRAIN PIPES INSULATED OR COVERED, WITH NO EXPOSED SHARP OR ABRASIVE SURFACES. 5. CONTROLS OPERABLE WITH ONE HAND NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING OF WRIST. MAXIMUM FORCE TO ACTIVATE OF 5 POUNDS. SELF CLOSING VALVES SHALL REMAIN OPEN FORA MINIMUM OF 10 SECGNOS. GRAB BARS: 1. MOUNT AT 33" ABOVE FLOOR, EXCEPT AT TANK TYPE CLOSET ALLOW 36 ABOVE FLOOR AT BACK OF STALL 2. SIDE BARS 42 LONG, FRONT END POSITIONED 24 FROM FRONT END OF WATER CLOSET. BACK END WRHIN 12" OF BACK WALL 3. REAR BARS 36 LONG. 4. BAR DIAMETER 1 -1/0 TO 1 -1/2" WOO 1 -1/2" SPACE BETWEEN WALL AND BAR. 5. BAR. FASTENERS AND MOUNTING DEVICES SHALL WITHSTAND 250 POUNDS BENDING, SHEAR AND TENSILE FORCE. 6. BARS SHALL NOT ROTATE IN FITTINGS. ACCESSORIES: 1. MIRRORS MOUNTED WITH BOTTOM EDGE MAXIMUM 40 ABOVE FLOOR. 2. DISPENSING AND WASTE RECEPTACLES MOUNTED WITH ALL DISPENSERS AND OPERABLE PARTS AT MAXIMUM 40" ABOVE FLOOR. 3. TOILET PAPER DISPENSER WITHIN 12' OF FRONT EDGE OF WATER CLOSET. DISPENSERS THAT CONTROL DELIVERY OR DO NOT PERMIT CONTINUOUS PAPER ROW ARE NOT ALLOWED. CONONUO S FEED ROLL TYPE DISPENSERS SHALL BE PROVIDED AT ACCESSIBLE STALLS. ENLARGED LOCKER AND SHOWER ROOM SCALE: 1/2' = 1' -0' TOILET TISSUE DISPENSER TOT. SEAT COVER SANITARY NAPKIN DISPOSAL WATER CLOSET PARKING STALL SYMBOL 'E' Dano-Di3 WOMEN RESTROOM ELEVATION SCALE: 1/2" = 1' -0" BLUE 1/2 RADIUS REFLECTORIZED SIGN TO BE 70 SQ'UNRE INCHES AND CONSTRUCTED OF PORCELAIN STEEL WITH BEEDED TEXT OR EQUAL WHITE STATEMENT REQUIRED BY SECTION 11295.5 MAY BE COMBINED WTTH THIS SIGN. 2 SQUARE GALVANIZED TUBE SET IN CONCRETE 18 BELOW GRADE. MIRROR SCALE: 1/2" = 1` -0" HLE ACCESSIBILITY SIGN DETAIL SCALE: 1/2" = 1' -0" CEILING LINE 60" MINIUM FREE STANDI TO TOP OF SURFACE. EXISHNG CURB MIRROR CEILING UNE MEN /WOMEN REST ROOM ELEVATION MEN REST ROOM ELEVATION SCALE NTS SCALE: 1/2" = 1 -0 SHOWER ELEVATION SCALE: 1/2" = 1' -0" GENERAL SIGNAGE NOTES: INTERNATIONAL SYMBOL OF ACCESSIBILITY: 1. WHITE FIGURE AND BORDER ON BLUE BACKGROUND, COLOR NO. 15090 IN FEDERAL STANDARD 595A EXTERIOR SIGN 2. WHITE FIGURE AND TEXT ON BLUE BACKGROUND, COLOR NO. 15090 IN FEDERAL STANDARD 595A 3. REFLECTORIZEO PORCELAIN ON STEEL W/ BEADED TEXT & SYMBOL. BRAILLE: 4. USE CONTRASTED GRADE 2 BRAILLE. DOTS TO BE 0.1 O.C. IN EACH CELL. LETTERS AND NUMBERS: 5. 1 MIN. LETTER HEIGHT; WIDTH -TO HEIGHT RATIO BETWEEN 3:5 AND 1:1; "SANS SERIF" CHARACTERS UPPER CASE.; CONTRAST CHARACTERS AND SYMBOL WITH BACKGROUND ACCESSABILITY SIGNAGE �- 70 50. INCH ACCE SIGN PER SEC. 317A(C) SCALE: 1" = 10' -0" HEEL STOP PTA' ON CENTER 9' -0 MIN. .1 5' -0" MIN. tP TYP. ACCESSIBLE PARKING LL 8' 0" M VAN ACCESSI PA IN. STALL TYP. PAVEMENT SYMBOL PER SEC. 3107A (C) VAN ACCESS STALL DETAIL KDC Architects - Engineers, P.C. 12250 East Iliff Avenue, Suite 302 Aurora, Colorado 80014 303.750.6999 FAX 303.750.0236 w e s tm QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 200004.001 DRAWN BY'- VT MRKS NO • DATE ISSUE 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -01 -00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -DO AS -BUILT Q1 07 07 -31 -00 SECURITY / CONST. CN A 08 08 -09 -00 GENERAL REVISIONS A B PII aru wlnys and writte noteri� herein no not be tlupl icotea. without the written consent af aRN aFEI'NICNLA PERMIT cENreA QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 Eammilonmimmemoimi ENLARGED PLAN, INTERIOR ELEVATIONS & DETAILS A -9.3 EQUIPMENT CONCRETE SLAB 8' -0" HIGH SECURITY WALL 0 ENTRANCE 2' -0" HIGH ACCESS FLOOR - I I I I - - -- NOTE: AT BATERY ROOM EAST wA.L ExTENOS To DECK AND ACROSS CORRIDOR 2 HOUR PRE CORE BR ^A,AD ,, SECTION KEVLAR WALL SCALE: 1 = 1 -0 III III T T IIII (2) LAYERS 5 /B GYP. Bo. oN cDRRIDOR SIDE (2 5/8" iYERS OF TYPE X" GYP. BD. EACH SIDE (TYP) PRO?OSED LGHT FlXTURE RE ELEC PROPOSED GRID ONLY . -- 3 5 I6" /B" G.C. 1 1 GA MIL STUDS COR(DOR - SOUND BATT INSULATION WALL ON CO RE: OIL 12/AR-9. RM. N. EXISTING CONCRETE SLAB SECTION M 2 HR WALL RATED CORRIDOR SCALE: 1 = 1' -0" EXISTING FURR OUT OF TILT -UF PANEL. 5/8 GYP. BD. KEVLAR E V RESSrANr MarERwL 3 3/8° MTL STUD Ifi' O.C. EXISTING DOOR & JAMB TO BE REPLACED WITH BULLET RESISTANT DOOR & JAMB EXISTING EXTERIOR & HLT -UP CONC. PANEL 0 .STING ROOF DECK 8988 188BBHHOBHB0111 COLD ROLED CHN CONT. � L 10' -0' O.0 AN ,ttP 18 GA 6" METAL STUD 0 16" D.C. ( 2 ) 5/8° LAYERS 0 IYFE 'X" GYP. ED EACH SIDE (TYP) 6" 18 GA. BOiIOM TRACK W/ RAM - SET ANCHOR ®16 0. 5- #4 ®12 EA WAY `lir'I..I CIIR11 =ITT= Iii =�" 8.0. ROO ELEV = 3 1' -0" A.F.F. T.O. CORRIDOR ELEV = 1E' -0" AF.F. T.O. CYBER CEILING h EL. = 14 -0' A.F.F. ve T.O. CORP.IDOR LAY IN GRID }� CYBER CENTER NEW 24 z 24 HIGH ACCESS FLOORING TO LIN ELEV = CEI 10G -0 -6" UNLESS SHOWN OTHERWISE IN TABLE OR ON PLANS TROWELED EDGE TYP. FIN GRADE 12 GA. SPLAY BRACE WIRE W/4 TIGHT TURNS WAN 1 1/2" AT EA. END OF DIAL. WIRE ONLY r. P. SCALE: NTS NOT USED SCALE: / ELEV =. 10 -6' STRUCTURAL CHANNEL REFER TO STR:ICPJRAL DW6 1 / 5/8" GYP BD. PAINTED AS PER FINISH SCHEDULE RESTROOM CEILING FiEV = 8' 0' MIN 9' 8' CLR. RESTROOM WALL SECTION SCALE: 1/2 =1' -0' i 1/2 "MAX. FROM SPLAY WIRES TG - CROSS TEE TO. WALL - SURFACE MOUMDI FLORESCENT LIGHT FAT. METAUC COATED LIGHT DIFFUSER T -GRID INTERIOR METAL STUD GYP_ BOARD MIRROR 3/4" PLOWD. LAMINATE COUNTER TOP REFER TO SCHEDULE PROPOSED SINK REFER TO MECH. OW L 2 55 -D ccN TYPICAL CEILING LATERAL BRACING DETAIL (ISOMETRIC VIEW) 1 /6 ° 42 "KCONT. S_TL FIAT BAR 048' 1 ° 0,2 GA SR_ S0. TUBE ®48 O.C.t VERT. STRUT CHANNEL AT EA. BRACE PONT OPTION PER ICBO REPORT N0. 4071 MAIN RUNNER - TYP. VERT. H ANGER MIN. W TURNS 1/ W /IN 1 1/2" TVA. MAIN RUNNER - TYP. SCALE: 1 1/2 ° =1' -0" NEW BUILT -UP ROOF W. 4" POLYLSOCYANURATE FOAM INSULATION - R =27 3 -5/8 METAL SLID 0 24" O.C. 16' -0" HIGH V 5/8' TYPE ° X' GYP. BD. W/ R11 FOIL FACED FIBERGLASS INSULATION IN WALL EGSING 8° TILT UP PANEt 31' -fi" HIGH EXLSDNG NCRETE SLAB, F1NISIT PER CO scHEDULE 1 HR N.M. DOOR -/ JAMB DETAIL A-9.4 SECTION WALL SCALE: 3/8 " =1' -0" HR. RATED r H.M. FRAME COLUMN FURR —OUT 2' WIDE S.S. CORNER EXISTING STEEL COLUMN W /REINFORCEMENT REFER TO STRUCTRAL DWGS 3 5/8 22GA METAL SNDS EXISTING STEEL COLUMN W /EXISTING GYPSUM BOARD FIRE PROTECTION GYPSUM ASSOCIATION DESIGN CM2120 UL DESIGN X517 (2) LAYERS OF 5/8" TYPE 'X' GYPSUM BOARD PAINTED 5 /8" TYPE "X" GYP. BD. ON 5 5/8 16 GA. METAL STUDS N 16 ° o.c. 3/4" CHAMFER TOP COAT BOTTOM OF CHAMFER AS PER TO FINISH SCHEDULE EPDXY GROUT ELEV. _ 25' -0 AFF PATCH AND REPAIR EXISTING CONCRETE RIOR TO APPLICATION P OF COATING PROVIDE TWO LAYERS -� TYPE X GYP BOARD HORIZONTALLY AT TOP FURRING OPENINGS EXISTING STEEL COLUMN W /EXISTING GYPSUM BOARD FIRE PP•OTECRON GYPSUM ASSOCIATION DESIGN CM2120 UL DESIGN X517 EXISTING CONC. SLAB 35/B ' 18 METAL STU05 ®16" CA O.C. 6 x 6 CONCRETE CURB 4 CONCRETE EQUIPMENT PAD COLUMN FURRING AT CLG SCALE: 1 " =1' -0 /[ SECTION CURB SCAT': 1 =1' -0 EXISTING OL L CO WITH NEW SPRAY ON VEMICUr PERUTE AND R CEMENT FIREPROOFING FOR TWO HOUR RATED PROTECTION - UL DESIGN NO 5721 SUSPENDED ACOUSTICAL CLG � VARIES REFER PLAN PROVIDE EDGE ANGLE AT AL GYP BOARD WALL SURFACES - TYPICAL PAINTED GYP. B0. FURROUT NEW METAL STUD WALL W'/ GREEN BD. UP TO 4' -C° HEIGHT 6' FOR FIRE ROOM 4 FOR BATTERY RM. & BOILER RM. ( 2 ) LAYER 5 "TYPE GYP. BD. EACH SIDE RAMPSET ANCHOR O 1 fi" O.C. 18 GA 3 5/8" METAL TRACK .M GYP. BD ADHERED TO CONC. CURB COVE BASE M000 2 HOURS WALL SECTION SCALE: 2 1' -0 KDC Architects - Engineers, P.C. 2250 East Iliff Avenue, Suite 302 Aurora, Colorado 80014 303.750.6999 FAX 303.750.0236 ride the I Qwest QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER 200004.001 DRAWN BY. V MRKS NO, DATE ISSUE 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -01 -00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS -BUILT Q 07 07 -31 -00 SECURITY /CONST. CN 8 08 08 -D9 -00 GENERAL REVISIONS PEGEN�y11A 01 1y OF QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 ACHITECTURAL DETAILS A -9.4 SCALE I /2 I -0 EXISTING META;. - COPING SMOOTH FINISH - - - -- CONCRETE I— EXISTING FIRE -PROOF LEDGER WITH 2 -HR. SYSTEM APPROVED BY BUILDING DEPARTMENT. ARTICULATED REVEAL ' EXISTING FOOTING -- A DRAIN PER SOILS ENGINEER EXISTING EXPOSED AGGREGATE CONCRETE - SEAL .-. EXISTING R -11 VINYL FACED INSULATION PINNED TO CONC. PANEL (FROM 16' -0 TO DECK) EXISTING T.I. FINISH UP 16` -0 ON EXTERIOR WALL CONSTRUCTED W/ 3 SeEP MTL STUD 0 24 O.C. W/ 5/B TYPE ° X ° GYP. BD. SILICON SEAL IMETER OF EXISTING DOO RE AND PERI FRAME. FURR -OUT WALL W/ 3/5/8" MTL. STUDS 5/e TYPE ° X ° GYP. BD. OVER KEVUR PANEL R11 FOIL FACED FIBERGLASS BATT INSULATION (AT EXTERICR DOORS ONLY) II' LEXISTING R8 PERIMETER INSUUTION EXTERIOR WALL 0 DOOR SECTION EXISTING SMOOTH FINISH CONCRETE CONCRETE PANEL WITH EXPOSED AGGREGATE FINISH - SEAL EXISTING CONCRETE STEPS BEYOND SCALE: 1/2 ° =1` -O EXISTING CAST DRIP EXISTING SMOOTH FINISH -- PANEL BACKS AND EDGES AT EXTERIOR PAINT 2 -3 EXISTING /NEW DOOR PANELS ONLY PAINT NEW i0 MATCH E %ISTING EXISTIN FOOTING DRAIN P ER SOILS ENGINEER b SINGLE PLY CLASS A ROOF OVER CLOSED CELL RIGID INSULATION AND METAL DECK R19 MINIMUM INSULATION 7 EXISTING SOFFIT LIGHT EXISTING CONCRETE LID PER STRUCTURAL EXISTING CONCRETE PANEL WTH EXPOSED AGGREGATE FINISH FIRE SEAL & BULLET RESISTANT FURR -OUT AT ROLCUP DOOR PANEL METAL STUDS AT (lYP) (2) LAYER 5 /B TYPE ° X ° FOIL BACKED GYP. BOARD NEW DOOR PER SCHEDULE WITH TRACK AS HIGH AS POSSIBLE - SECURE PER MANUFACTURER PROVIDE & INSTALL KETAR PANEL OVER kfl_. STUDS FOR BULLET RESISTANT CONSTRUCTION FOIL FACED FIBERGLASS INSULATION EXISTING GALVANIZED METAL JAMB ANGLE EXISTING COMPACTED FILL MID BASE PER SOILS ENGINEER EXISTING SECTION • ROLLUP DOOR SECTION EXISTING SMOOTH FINISH CONCRETE EXISTING EXPOSED AGGREGATE CONCRETE EXISTING SMOOTH FINISH CONC. PRE -CAST CANOPY EXISTING ROLL -UP STEEL DOOR XSISTNG GALVANIZED ANGLE JAMB GUARD EXISTING TOP OF NG CONCRETE RETAINING WALL EXISTING DOCK BUMPER T r GRADE BEYOND EXISTING PAVING —\ E_ PROVIDE AND INSTALL -- WALL SUPPORT TO EXISTING STRUCTURE 0 EACH ROLL -UP DOOR OPENING ID LOADING DOCK EXISTING 2` PERIMETER INSULATION d• EXISTING DOOR TRACK PROVIDE &. INSTALL ° SECURITY SCISSORS GATE 2 HR WALL CONSTRUCT REFER TO SCHEDULE NEW METAL DOOR AND DOOR FRAME - REFER TO DOOR SCHEDULE AND DETAILS LOADING DOCK AREA SECTION • LOADING DOCK DaDD0 (3 K NEW LIGHT FIXTURE g s t �II KDC Architects - Engineers, P.C. 12250 East Iliff Avenue, Suite 302 Aurora, Colorado 80014 303.750.6999 FAX 303.750.0236 QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 - 7225 PROJECT NUMBER 200004.001 DRAWN BY . VT I � MRKS NO DATE ISSUE_ 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -01 -00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS -BUILT 07 07-31-00 SECURITY /CONST. CN 08 08 -09 -00 GENERAL REVISIONS Ali ngs ontl written no terial coat y naY be d consenetl, used o the w itten t of the o A -9.5 Gl Treigg ,,,, , GFNTE QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 IMMEMEENNIMEMEIN SECTIONS EC I -5' E0. E0. / EO - PROVIDE AND INSTALL ONE ('I.) ADJUSTABLE SHELF IN BASE CABINETS (TYPICAL). BASE CABINETS WILE BE PROVIDED WITH HINGES, PULLS, AND MAGNETIC LATCHES_ REFER TO HARDWARE SCHEDULE AND MILLWORK SPECIFICATIONS. ® BREAK ROOM in ELEVATION SCALE 3 = ALASENT UL 6fiY7 MOUNTNG CLEAT AS REQUIRED 3/4 PARTICLE BDARC W/ MELAMINE j — ON INTERIOR SURFACES. / . 3/4° PARTICE BOARD OCOR W/ / % - - Pq- IAIAI DN EXTERIOR & EDGES, M INTERIOR. - - - - -- 3/4 PARTICLE BOARD SHELF W 6EIA!dINE AND HARD WOOD EDCE. PANT EDGE TO MATCCH MELAMINE SUPPORT W/ K$V d255 STANDARDS ANT 12x6 BRACKETS. MOUNTING CLEAT .._. -_ -' 4 WIRE PULL (i) LAYER 8 PARTICLE BOARD & (i) LAYER 5/ M COV ER E BONITO (BOT) W/ HARDWOOD EDGE. COVER ALL EXPOSED SURFACES WI MELAMINE. FIRE SEALANT CP 60S N. EA - -� SIDE HILTI EIASTOMERIC FIRE STOP \ NE'N 12AMP AND LANDING - - - - - - 7 SCALE: 3 = 1 -2 • 3/4° PARTICLE BOARD BACKSPLASH CC�R W FLASTC LAMINATE. (1) LAYER 5 /B' PARTICAL BOARD & (1J LAYER 5 /B" MARINE 90ARO (TOP) W/ NARD'/+007 EDCE COVER ALL EXPOSED SURFACES W/ PLASM LAMINATE. 3 4• HARDWOOD EDGE COVER ALL \ F CE SURFACES W /PLASTIC LAMIMTE \� TYPICAL DRAWER CONSTRUON: FACE: LE BOARD, SI, ON CTI 3 PARTICLE EGARC, SIDES AND BACK: \ MELAM E L 1 /2" P ARTICLE BDARO, 1 BOTTOM : MEIAMrNE ON 1 HARDBD. V-4 WIRE PULL, ttP. �' - 4 ° BASE AS SCHEDULED BREAK ROOM CABINET SECTION 1/2" RADIUS 2 PLACES 1 /4 x 3" LG LAG SCREWS - 0 24 ON- CENTER, C -SORE RAIL FOR SCREW HEAD AND PLUG WITH OAK DOWEL -- METAL STUD BLOCKS (2) CONTNUOUS IN WALL -- NEW GYP. BOARD PARTITION RAIL MATERIAL: 2x6 PREMIUM GRADE WHITE OAK OAK CHAIR RAIL DETAIL (CONF. RM.) SECTION a ACCESS FLOOR RAMP 3' -0 2 - 6 ;, \ \.- PROVIDE AND INSTALL DRAWER CABINETS AS \ Z DRAWER CANETS WIL E PROVIDED ' UWA WALLS ANC DRA SLID ES. REFER TO HARDWRE SCH A SPECIFIACATIONS. EDULE AND MILLWORK `-- PROVIDE AND INSTALL 4 COVE BASE AROUND PERIMETER OF CABINET. ACCESS FLOORING AND PEDESTAL - EXISTING CONC. SLAB CONTINUOUS FIRE SEALANT BOTH SIDES - TYPICAL SCRIBE BLOCK - SCRIBE TO WALL SQUARE EDGE SPLASH DETAIL SCALE: 7/2" = NEW DOOR AS SCHEDULED DOOR JAMB THRESHOLD FIRE SEALANT TYP. EA. SIDE HILTI CP 6015 OP S ELASTOMERIC Y7 ST EALANT UL66Y7 ACCESS F L OOR J� ELEV = 2 -0° �( 2 LAYERS 5/8" TYPE X GARRII EA. SIDE ON 3 5 / 8 BO METAL STUDS PROVIDE AND INSTALL 7W0 (2) ADJUSTABI SHELVES IN UPPER CABINETS (TYPICAL). UPPER CAB NETS WILL BE PROVIDED WITH HINGES AND PULLS. ,BOVINE AND WSTALL COUNTER -OP WITH INTREGAL SPLASH AND EGGING. PROVIDE AND INSTALL ONE (1) ADJUSTABLE SHELF IN BASE CABINETS (TYPICAL). BASE CABINETS WILL BE PROVIDED WITH HINGES, PULLS, AND MAGNETIC LATCHES. REFER TO HARDWARE SCHEDULE AND WILY /0RK SPECIFICATIONS. PROVIDE AND INSTALL 4 COVE BASE -- AROUND PERIMETER OF CABINET. (2) LAYERS OF 3/4 PARTICAL BD. [P. LAM. TOP W/ HAROV/OOD EDGE 7/8 EQ. -Y- EQ. 3 -0" E0. E0. \ 2' -6° -A \-- PROVIDE AND INSTALL DRAWER CABINETS , SHOWN. DRAWER CABINETS WILL BE PROVIDED WRH PULLS AND DRAWER SLIDES. REFER TO HARDWARE SCHEDULE AND MILLWORK SPECIRCATONS. BREAK ROOM %%2 EAST ELEVATION SCALE: 1,2" = E -0 NEW 4 INSULATION ON BUILT -UP ROOF (PM.) WACONG 3 5 /B° METAL STUD FURR -OUT W/ 3 FIBERGLASS INSULATION (TYP.) NEW EIFC BUSS RE: TO ELEC DWGS. SCALE i /8" = 1' -A ELEC. /UPS RM. BUILDING SECTION NEW 4 INSULATION ON ROOF DECK (TYP.) (E) ROLL -UP DOORS BEYOND REST RM. tea, g • Li BOARD ONE HOUR WALL CEILING AND CEILING EXISTING STEEL JOIST GIRDERS WITri NEW - UL DESIGN NO S721 .0 HOUR RATED PROTECTION - SPRAY ON VEMICULRE PERLITE AND PORTLAND CEMENT FIREPROOFING FOR - CORRIDOR \ RAMP A-96 BUILDING SECTION SCALE 1/8 = LAB RM 14 D HOC RM. GYPSUM BOARD ttP_ CORRIDOR WALLS AND CONFERENCE ROAM. \- SP VENICUL AND PORTLAND CEMENT FIREPROOFING FOR TWO HOUR RATED PROTECTON -UL DESIGN NO S721 STORAGE RM. 3 1/2 FIBERGLASS ARTv. \- SOUND ATTENUATION FIANKET, INSULATION IN WALL STAPLE AS REQUIRED TO CAVITY TYP. ADMINI;TFATON CORRIDOR:' 7/8° SUPPLY TO DUCT NEW 60 GDUCT NEW WEILL SCREEN BETWEEN NEW MC UNITS REFER TO STRUCTURAL DRAWINGS i 12 RAISED FLIT CONTROL ROOM ONLY FIRST AID SUSPENDED ID W/ OGHT FIXTURE Ai 10' -0 AF.F. GR CONF. RM. #7 3 7 /2° FIBERGLASS BAIT. INSULATON IN WALL CAVED' ttP. ADMINISTRATION CORRIDOR WALLS AND CONFERENCE ROOM. BREAK ROOM *2 NORTH ELEVATION SCALE: 1/2 = NEW 60 HVAC UN5 RE MECH.. �WGS • .. SUPPLY TO DUCT MAP RM. // / NEW BUILT -UP ROOF W/ 4" POLYISOCYANURATE FOAM CORE PANEL R -27 EXISTING 3 5/8 METAL STUDS W/ VINYL FACED FIBERGLASS INSULATION W/ 5/e' GYPSUM BD. BREAK RM. PROPOSED RAMP (E) EPGM ROOF W/ 4 POLYISOCYANURATE % FOAM CORE PANEL R -27 ..... :.mow• _ EXISTING 3 5 /8" METAL STUDS W/ VI FACED W/ 5 /B' GYPSUM FIBERGLASS NYL BD. PSUM B0. P ROROR AND INSTALL COUNTERTOP WITH INTREGAL SPLASH AND EDGING D B' - 3" 2' -4" 2' -4 ' 1 -1 T.O. FVAC. UNRS � T.O. BUILBING J� ELEV = 31' -fi Y T.C. NTERiOR WALL $ / ELEV 25' -0° Y N 8.0. ELEC. BUSS 60. ELEC. BUSS $ ELEV = 2I' 9• T.O. DUCT J� ELEV = 19' -5 B.O. CYBER GENDER CLA. J� ELEV = 14' -0' 6.a. ARVIN. 8UAP. REA 0 ELEV = 7U' -0• Y TA. ACCESS FLOOR / ELE`A = 2' -e• 'Er EB LON SLAB ELEV = 0' - B ° T.0. 8 UIERA D ELEV = 31' -fi- T .O. I NTERIOR WALL J� EL = 25' - UNOEB610E OF CDUNG $ ELEV = 10' -B• Z7 ED cBNC ELEV = a'_o. 6AB . VT Roe Architects - Engineers, P.C. 12250 East Iliff Avenue, Suite 302 Aurora, Colorado 80014_ 303.750.6999 FAX 303.750.0236 Qwest. QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO '80401. ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 ..■ 200004.001 DRAWN BY MRKS NO DATE ISSUE 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -07 -00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS -BUILT Q 07 07 -31 -00 SECURITY /CONST. CN 08 08 -09 -00 GENERAL REVISIONS CRV OFE110VC`NRA v6!AMT GENX, d be dcol co tetl r " = d or��distllosed 1 Itten nsent of {he orchitect. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 BUILDING SECTIONS, INTERIOR ELEVATION & DETAILS A -9.6 1 I -At / I Imo l I ' � / \ -. PROVIDE COUNTERTOP SPLASH l■— AND INSTALL PROVIDE AND INSTALL F_LEC': RACAL W( INTREGAL RECEPTACLES . APOVE BACKSRLSH. & EDG NG. REFER TO ELECTRICAL DRAWINGS. I II. E - -11 /2 PROVIDE AND INSTALL ELECTRICAL \ '( f Y Y EC I -5' E0. E0. / EO - PROVIDE AND INSTALL ONE ('I.) ADJUSTABLE SHELF IN BASE CABINETS (TYPICAL). BASE CABINETS WILE BE PROVIDED WITH HINGES, PULLS, AND MAGNETIC LATCHES_ REFER TO HARDWARE SCHEDULE AND MILLWORK SPECIFICATIONS. ® BREAK ROOM in ELEVATION SCALE 3 = ALASENT UL 6fiY7 MOUNTNG CLEAT AS REQUIRED 3/4 PARTICLE BDARC W/ MELAMINE j — ON INTERIOR SURFACES. / . 3/4° PARTICE BOARD OCOR W/ / % - - Pq- IAIAI DN EXTERIOR & EDGES, M INTERIOR. - - - - -- 3/4 PARTICLE BOARD SHELF W 6EIA!dINE AND HARD WOOD EDCE. PANT EDGE TO MATCCH MELAMINE SUPPORT W/ K$V d255 STANDARDS ANT 12x6 BRACKETS. MOUNTING CLEAT .._. -_ -' 4 WIRE PULL (i) LAYER 8 PARTICLE BOARD & (i) LAYER 5/ M COV ER E BONITO (BOT) W/ HARDWOOD EDGE. COVER ALL EXPOSED SURFACES WI MELAMINE. FIRE SEALANT CP 60S N. EA - -� SIDE HILTI EIASTOMERIC FIRE STOP \ NE'N 12AMP AND LANDING - - - - - - 7 SCALE: 3 = 1 -2 • 3/4° PARTICLE BOARD BACKSPLASH CC�R W FLASTC LAMINATE. (1) LAYER 5 /B' PARTICAL BOARD & (1J LAYER 5 /B" MARINE 90ARO (TOP) W/ NARD'/+007 EDCE COVER ALL EXPOSED SURFACES W/ PLASM LAMINATE. 3 4• HARDWOOD EDGE COVER ALL \ F CE SURFACES W /PLASTIC LAMIMTE \� TYPICAL DRAWER CONSTRUON: FACE: LE BOARD, SI, ON CTI 3 PARTICLE EGARC, SIDES AND BACK: \ MELAM E L 1 /2" P ARTICLE BDARO, 1 BOTTOM : MEIAMrNE ON 1 HARDBD. V-4 WIRE PULL, ttP. �' - 4 ° BASE AS SCHEDULED BREAK ROOM CABINET SECTION 1/2" RADIUS 2 PLACES 1 /4 x 3" LG LAG SCREWS - 0 24 ON- CENTER, C -SORE RAIL FOR SCREW HEAD AND PLUG WITH OAK DOWEL -- METAL STUD BLOCKS (2) CONTNUOUS IN WALL -- NEW GYP. BOARD PARTITION RAIL MATERIAL: 2x6 PREMIUM GRADE WHITE OAK OAK CHAIR RAIL DETAIL (CONF. RM.) SECTION a ACCESS FLOOR RAMP 3' -0 2 - 6 ;, \ \.- PROVIDE AND INSTALL DRAWER CABINETS AS \ Z DRAWER CANETS WIL E PROVIDED ' UWA WALLS ANC DRA SLID ES. REFER TO HARDWRE SCH A SPECIFIACATIONS. EDULE AND MILLWORK `-- PROVIDE AND INSTALL 4 COVE BASE AROUND PERIMETER OF CABINET. ACCESS FLOORING AND PEDESTAL - EXISTING CONC. SLAB CONTINUOUS FIRE SEALANT BOTH SIDES - TYPICAL SCRIBE BLOCK - SCRIBE TO WALL SQUARE EDGE SPLASH DETAIL SCALE: 7/2" = NEW DOOR AS SCHEDULED DOOR JAMB THRESHOLD FIRE SEALANT TYP. EA. SIDE HILTI CP 6015 OP S ELASTOMERIC Y7 ST EALANT UL66Y7 ACCESS F L OOR J� ELEV = 2 -0° �( 2 LAYERS 5/8" TYPE X GARRII EA. SIDE ON 3 5 / 8 BO METAL STUDS PROVIDE AND INSTALL 7W0 (2) ADJUSTABI SHELVES IN UPPER CABINETS (TYPICAL). UPPER CAB NETS WILL BE PROVIDED WITH HINGES AND PULLS. ,BOVINE AND WSTALL COUNTER -OP WITH INTREGAL SPLASH AND EGGING. PROVIDE AND INSTALL ONE (1) ADJUSTABLE SHELF IN BASE CABINETS (TYPICAL). BASE CABINETS WILL BE PROVIDED WITH HINGES, PULLS, AND MAGNETIC LATCHES. REFER TO HARDWARE SCHEDULE AND WILY /0RK SPECIFICATIONS. PROVIDE AND INSTALL 4 COVE BASE -- AROUND PERIMETER OF CABINET. (2) LAYERS OF 3/4 PARTICAL BD. [P. LAM. TOP W/ HAROV/OOD EDGE 7/8 EQ. -Y- EQ. 3 -0" E0. E0. \ 2' -6° -A \-- PROVIDE AND INSTALL DRAWER CABINETS , SHOWN. DRAWER CABINETS WILL BE PROVIDED WRH PULLS AND DRAWER SLIDES. REFER TO HARDWARE SCHEDULE AND MILLWORK SPECIRCATONS. BREAK ROOM %%2 EAST ELEVATION SCALE: 1,2" = E -0 NEW 4 INSULATION ON BUILT -UP ROOF (PM.) WACONG 3 5 /B° METAL STUD FURR -OUT W/ 3 FIBERGLASS INSULATION (TYP.) NEW EIFC BUSS RE: TO ELEC DWGS. SCALE i /8" = 1' -A ELEC. /UPS RM. BUILDING SECTION NEW 4 INSULATION ON ROOF DECK (TYP.) (E) ROLL -UP DOORS BEYOND REST RM. tea, g • Li BOARD ONE HOUR WALL CEILING AND CEILING EXISTING STEEL JOIST GIRDERS WITri NEW - UL DESIGN NO S721 .0 HOUR RATED PROTECTION - SPRAY ON VEMICULRE PERLITE AND PORTLAND CEMENT FIREPROOFING FOR - CORRIDOR \ RAMP A-96 BUILDING SECTION SCALE 1/8 = LAB RM 14 D HOC RM. GYPSUM BOARD ttP_ CORRIDOR WALLS AND CONFERENCE ROAM. \- SP VENICUL AND PORTLAND CEMENT FIREPROOFING FOR TWO HOUR RATED PROTECTON -UL DESIGN NO S721 STORAGE RM. 3 1/2 FIBERGLASS ARTv. \- SOUND ATTENUATION FIANKET, INSULATION IN WALL STAPLE AS REQUIRED TO CAVITY TYP. ADMINI;TFATON CORRIDOR:' 7/8° SUPPLY TO DUCT NEW 60 GDUCT NEW WEILL SCREEN BETWEEN NEW MC UNITS REFER TO STRUCTURAL DRAWINGS i 12 RAISED FLIT CONTROL ROOM ONLY FIRST AID SUSPENDED ID W/ OGHT FIXTURE Ai 10' -0 AF.F. GR CONF. RM. #7 3 7 /2° FIBERGLASS BAIT. INSULATON IN WALL CAVED' ttP. ADMINISTRATION CORRIDOR WALLS AND CONFERENCE ROOM. BREAK ROOM *2 NORTH ELEVATION SCALE: 1/2 = NEW 60 HVAC UN5 RE MECH.. �WGS • .. SUPPLY TO DUCT MAP RM. // / NEW BUILT -UP ROOF W/ 4" POLYISOCYANURATE FOAM CORE PANEL R -27 EXISTING 3 5/8 METAL STUDS W/ VINYL FACED FIBERGLASS INSULATION W/ 5/e' GYPSUM BD. BREAK RM. PROPOSED RAMP (E) EPGM ROOF W/ 4 POLYISOCYANURATE % FOAM CORE PANEL R -27 ..... :.mow• _ EXISTING 3 5 /8" METAL STUDS W/ VI FACED W/ 5 /B' GYPSUM FIBERGLASS NYL BD. PSUM B0. P ROROR AND INSTALL COUNTERTOP WITH INTREGAL SPLASH AND EDGING D B' - 3" 2' -4" 2' -4 ' 1 -1 T.O. FVAC. UNRS � T.O. BUILBING J� ELEV = 31' -fi Y T.C. NTERiOR WALL $ / ELEV 25' -0° Y N 8.0. ELEC. BUSS 60. ELEC. BUSS $ ELEV = 2I' 9• T.O. DUCT J� ELEV = 19' -5 B.O. CYBER GENDER CLA. J� ELEV = 14' -0' 6.a. ARVIN. 8UAP. REA 0 ELEV = 7U' -0• Y TA. ACCESS FLOOR / ELE`A = 2' -e• 'Er EB LON SLAB ELEV = 0' - B ° T.0. 8 UIERA D ELEV = 31' -fi- T .O. I NTERIOR WALL J� EL = 25' - UNOEB610E OF CDUNG $ ELEV = 10' -B• Z7 ED cBNC ELEV = a'_o. 6AB . VT Roe Architects - Engineers, P.C. 12250 East Iliff Avenue, Suite 302 Aurora, Colorado 80014_ 303.750.6999 FAX 303.750.0236 Qwest. QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO '80401. ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 ..■ 200004.001 DRAWN BY MRKS NO DATE ISSUE 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -07 -00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS -BUILT Q 07 07 -31 -00 SECURITY /CONST. CN 08 08 -09 -00 GENERAL REVISIONS CRV OFE110VC`NRA v6!AMT GENX, d be dcol co tetl r " = d or��distllosed 1 Itten nsent of {he orchitect. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 BUILDING SECTIONS, INTERIOR ELEVATION & DETAILS A -9.6 - ry / I --, i ' � / \ E - -11 /2 PROVIDE AND INSTALL ELECTRICAL \ '( f RECEPTACLES ABOVE BACKSPLASH. REFER TO ELECTRICAL DRAWINGS. Y y.LJ 1 EC I -5' E0. E0. / EO - PROVIDE AND INSTALL ONE ('I.) ADJUSTABLE SHELF IN BASE CABINETS (TYPICAL). BASE CABINETS WILE BE PROVIDED WITH HINGES, PULLS, AND MAGNETIC LATCHES_ REFER TO HARDWARE SCHEDULE AND MILLWORK SPECIFICATIONS. ® BREAK ROOM in ELEVATION SCALE 3 = ALASENT UL 6fiY7 MOUNTNG CLEAT AS REQUIRED 3/4 PARTICLE BDARC W/ MELAMINE j — ON INTERIOR SURFACES. / . 3/4° PARTICE BOARD OCOR W/ / % - - Pq- IAIAI DN EXTERIOR & EDGES, M INTERIOR. - - - - -- 3/4 PARTICLE BOARD SHELF W 6EIA!dINE AND HARD WOOD EDCE. PANT EDGE TO MATCCH MELAMINE SUPPORT W/ K$V d255 STANDARDS ANT 12x6 BRACKETS. MOUNTING CLEAT .._. -_ -' 4 WIRE PULL (i) LAYER 8 PARTICLE BOARD & (i) LAYER 5/ M COV ER E BONITO (BOT) W/ HARDWOOD EDGE. COVER ALL EXPOSED SURFACES WI MELAMINE. FIRE SEALANT CP 60S N. EA - -� SIDE HILTI EIASTOMERIC FIRE STOP \ NE'N 12AMP AND LANDING - - - - - - 7 SCALE: 3 = 1 -2 • 3/4° PARTICLE BOARD BACKSPLASH CC�R W FLASTC LAMINATE. (1) LAYER 5 /B' PARTICAL BOARD & (1J LAYER 5 /B" MARINE 90ARO (TOP) W/ NARD'/+007 EDCE COVER ALL EXPOSED SURFACES W/ PLASM LAMINATE. 3 4• HARDWOOD EDGE COVER ALL \ F CE SURFACES W /PLASTIC LAMIMTE \� TYPICAL DRAWER CONSTRUON: FACE: LE BOARD, SI, ON CTI 3 PARTICLE EGARC, SIDES AND BACK: \ MELAM E L 1 /2" P ARTICLE BDARO, 1 BOTTOM : MEIAMrNE ON 1 HARDBD. V-4 WIRE PULL, ttP. �' - 4 ° BASE AS SCHEDULED BREAK ROOM CABINET SECTION 1/2" RADIUS 2 PLACES 1 /4 x 3" LG LAG SCREWS - 0 24 ON- CENTER, C -SORE RAIL FOR SCREW HEAD AND PLUG WITH OAK DOWEL -- METAL STUD BLOCKS (2) CONTNUOUS IN WALL -- NEW GYP. BOARD PARTITION RAIL MATERIAL: 2x6 PREMIUM GRADE WHITE OAK OAK CHAIR RAIL DETAIL (CONF. RM.) SECTION a ACCESS FLOOR RAMP 3' -0 2 - 6 ;, \ \.- PROVIDE AND INSTALL DRAWER CABINETS AS \ Z DRAWER CANETS WIL E PROVIDED ' UWA WALLS ANC DRA SLID ES. REFER TO HARDWRE SCH A SPECIFIACATIONS. EDULE AND MILLWORK `-- PROVIDE AND INSTALL 4 COVE BASE AROUND PERIMETER OF CABINET. ACCESS FLOORING AND PEDESTAL - EXISTING CONC. SLAB CONTINUOUS FIRE SEALANT BOTH SIDES - TYPICAL SCRIBE BLOCK - SCRIBE TO WALL SQUARE EDGE SPLASH DETAIL SCALE: 7/2" = NEW DOOR AS SCHEDULED DOOR JAMB THRESHOLD FIRE SEALANT TYP. EA. SIDE HILTI CP 6015 OP S ELASTOMERIC Y7 ST EALANT UL66Y7 ACCESS F L OOR J� ELEV = 2 -0° �( 2 LAYERS 5/8" TYPE X GARRII EA. SIDE ON 3 5 / 8 BO METAL STUDS PROVIDE AND INSTALL 7W0 (2) ADJUSTABI SHELVES IN UPPER CABINETS (TYPICAL). UPPER CAB NETS WILL BE PROVIDED WITH HINGES AND PULLS. ,BOVINE AND WSTALL COUNTER -OP WITH INTREGAL SPLASH AND EGGING. PROVIDE AND INSTALL ONE (1) ADJUSTABLE SHELF IN BASE CABINETS (TYPICAL). BASE CABINETS WILL BE PROVIDED WITH HINGES, PULLS, AND MAGNETIC LATCHES. REFER TO HARDWARE SCHEDULE AND WILY /0RK SPECIFICATIONS. PROVIDE AND INSTALL 4 COVE BASE -- AROUND PERIMETER OF CABINET. (2) LAYERS OF 3/4 PARTICAL BD. [P. LAM. TOP W/ HAROV/OOD EDGE 7/8 EQ. -Y- EQ. 3 -0" E0. E0. \ 2' -6° -A \-- PROVIDE AND INSTALL DRAWER CABINETS , SHOWN. DRAWER CABINETS WILL BE PROVIDED WRH PULLS AND DRAWER SLIDES. REFER TO HARDWARE SCHEDULE AND MILLWORK SPECIRCATONS. BREAK ROOM %%2 EAST ELEVATION SCALE: 1,2" = E -0 NEW 4 INSULATION ON BUILT -UP ROOF (PM.) WACONG 3 5 /B° METAL STUD FURR -OUT W/ 3 FIBERGLASS INSULATION (TYP.) NEW EIFC BUSS RE: TO ELEC DWGS. SCALE i /8" = 1' -A ELEC. /UPS RM. BUILDING SECTION NEW 4 INSULATION ON ROOF DECK (TYP.) (E) ROLL -UP DOORS BEYOND REST RM. tea, g • Li BOARD ONE HOUR WALL CEILING AND CEILING EXISTING STEEL JOIST GIRDERS WITri NEW - UL DESIGN NO S721 .0 HOUR RATED PROTECTION - SPRAY ON VEMICULRE PERLITE AND PORTLAND CEMENT FIREPROOFING FOR - CORRIDOR \ RAMP A-96 BUILDING SECTION SCALE 1/8 = LAB RM 14 D HOC RM. GYPSUM BOARD ttP_ CORRIDOR WALLS AND CONFERENCE ROAM. \- SP VENICUL AND PORTLAND CEMENT FIREPROOFING FOR TWO HOUR RATED PROTECTON -UL DESIGN NO S721 STORAGE RM. 3 1/2 FIBERGLASS ARTv. \- SOUND ATTENUATION FIANKET, INSULATION IN WALL STAPLE AS REQUIRED TO CAVITY TYP. ADMINI;TFATON CORRIDOR:' 7/8° SUPPLY TO DUCT NEW 60 GDUCT NEW WEILL SCREEN BETWEEN NEW MC UNITS REFER TO STRUCTURAL DRAWINGS i 12 RAISED FLIT CONTROL ROOM ONLY FIRST AID SUSPENDED ID W/ OGHT FIXTURE Ai 10' -0 AF.F. GR CONF. RM. #7 3 7 /2° FIBERGLASS BAIT. INSULATON IN WALL CAVED' ttP. ADMINISTRATION CORRIDOR WALLS AND CONFERENCE ROOM. BREAK ROOM *2 NORTH ELEVATION SCALE: 1/2 = NEW 60 HVAC UN5 RE MECH.. �WGS • .. SUPPLY TO DUCT MAP RM. // / NEW BUILT -UP ROOF W/ 4" POLYISOCYANURATE FOAM CORE PANEL R -27 EXISTING 3 5/8 METAL STUDS W/ VINYL FACED FIBERGLASS INSULATION W/ 5/e' GYPSUM BD. BREAK RM. PROPOSED RAMP (E) EPGM ROOF W/ 4 POLYISOCYANURATE % FOAM CORE PANEL R -27 ..... :.mow• _ EXISTING 3 5 /8" METAL STUDS W/ VI FACED W/ 5 /B' GYPSUM FIBERGLASS NYL BD. PSUM B0. P ROROR AND INSTALL COUNTERTOP WITH INTREGAL SPLASH AND EDGING D B' - 3" 2' -4" 2' -4 ' 1 -1 T.O. FVAC. UNRS � T.O. BUILBING J� ELEV = 31' -fi Y T.C. NTERiOR WALL $ / ELEV 25' -0° Y N 8.0. ELEC. BUSS 60. ELEC. BUSS $ ELEV = 2I' 9• T.O. DUCT J� ELEV = 19' -5 B.O. CYBER GENDER CLA. J� ELEV = 14' -0' 6.a. ARVIN. 8UAP. REA 0 ELEV = 7U' -0• Y TA. ACCESS FLOOR / ELE`A = 2' -e• 'Er EB LON SLAB ELEV = 0' - B ° T.0. 8 UIERA D ELEV = 31' -fi- T .O. I NTERIOR WALL J� EL = 25' - UNOEB610E OF CDUNG $ ELEV = 10' -B• Z7 ED cBNC ELEV = a'_o. 6AB . VT Roe Architects - Engineers, P.C. 12250 East Iliff Avenue, Suite 302 Aurora, Colorado 80014_ 303.750.6999 FAX 303.750.0236 Qwest. QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO '80401. ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 ..■ 200004.001 DRAWN BY MRKS NO DATE ISSUE 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -07 -00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 100% 06 07 -06 -00 AS -BUILT Q 07 07 -31 -00 SECURITY /CONST. CN 08 08 -09 -00 GENERAL REVISIONS CRV OFE110VC`NRA v6!AMT GENX, d be dcol co tetl r " = d or��distllosed 1 Itten nsent of {he orchitect. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 BUILDING SECTIONS, INTERIOR ELEVATION & DETAILS A -9.6 (E ; 5 6 ( 3 1 -2 1/2 14' -7 1/2' 19' -9 1/2 LE) SHOWER RM. (E) BREAK RM. (E) REST RM. SIMILAR CONGP.ON ONE NOUR RATED ONE HOUR RATED FULL HEIGHT PARTITION CEILING LINE (E) STORAGE RM. MEN RESTROOM ELEVATION 4 9 1/2 — O N E HOUR RATED FULL 9(ISTING STUD WALL SHALL H 2000010N BE EXTENDED TO UNDERSIDE Y 2' -10' 2' -4 1/ OF DECK ABOVE SIMILAR TO 1 12/A -9.2 4' -10" OPEN OFFICE 30 20' -0 ONE HOUR RATED FULL HEIGHT PARTITION ENLARGED PLAN SCALE: 1/4" = 1' -0" K (E) CORRIDOR (N) CORRIDOR. NORTH EB CEILING LINE SCALE 3/8 = EXPANSION AREA 25' -7 1/2 . . . 3 -5" . . . 122 -6" . NEW WALL 26' -5 1/2 GYP. BD. METAL STUD PROPOSED FLORESENCENT SURFACE GYP. BD. SOFFIT \ `MOUNTED LIG FlXNRE RECEPTACLE DIFFUSER MEN RESTROOM ELEVATION OPPOSITE SIMILAR / VFSTIBULE AREA 47/1 // %/ / / i i / 2ODO 13 SEAT COVER DISPENSER GRAB BAR CEWNG ONE TOILET TISSUE RECESSED DISPENSER MEN RESTROOM ELEVATION (E) FULL HEIGHT — WALL TO REMAIN 2 1/2' CH STUDS ® — 24 O.C. BUTT TO Ex1sT cYP. BD. 1 TYPE "X 24" SHAFT WALL LINER PANELS TO 12' -0" BUTT TO EXISTING WALL 5/8 TYPE "X GYP. B0. A +T.O. FINISH FLR ELEV: 0' 0 SOUND BATTS (TYP.) (E) PARTITION - -� NEW fi' FEL N r ' EIGH T PARTITION_ CONDITION AT CORNER W/ NEW PARTITION SECTION 'A —A' CORRIDOR SECTION #1 (ONE HOUR ( RATED) REFER TO 12 A -9.2 FOR SIMILAR CONDITION roof deck CORRIDOR SECTION #2 (ONE HOUR RATED) C8 "S U 16" O.C. TA. FRAMING ELEV: 12 0° 4° LAY IN BAIT SOUND INSULATON ALL OVER LID ttPICP1 r 0i _ A LAY IN H FI UREA \ INDEPENDE TLY SUSPENDED & SEISMIC ALLY BRACE GYPSUM ASSOCIATION WP 1200 W/ 3 5/8 STUDS ®16 O.C. ONE HOUR RATED PARTITION (111P.) 6' METAL STUDS ® 16' -0' O.C. FULL HEIGHT PATITION -SEE SIMILAR CONDITION OIL. 12/5 -9.2 BAIT'.. SOUND INSULATION ALL AROUND TYR FOR SIMI. CONDITION ® roof deck W . STU ® PLUMBING WALL CON DITIO SEE SIMILAR 12/A -9.2 SCALE: 1/2" - I' 0" 1 5/8" TYPE "X" GYP. BD. ON A) 7/8' HAT CHANNEL N 24' O.C. ON 1 1/2 CR CHANNEL ®48 O.C. SUSPb FROM STRUCTURE ABOVE OR B) USG STEEL STUD FRAMING SYSTEM OR C) USG DIRECT SUSPENSION SYSTEM NOTE. PROVIDE SEISMIC BRACING PER UDC & LOGAL CODE REQUIREMENTS 5/S" TYPE 'IC GOP. BD. ON 3 5/8" STUDS 19 16° O.C. SIMI.. TO GYPSUM ASSOCIATION DESIGN WP 1200. PROVIDE WR GYP. 8D. TO 4' -0" AFF AROUND SCALE 1/2" = 1' -0" SOUND 8ATT5 (TYP.) T.O. FINISH FLIT A ELEV: 0' -0 Y 2 LAYERS TYPE 'X YP. 30. EACH TOP AND BOTTOM OF 3 5/8" STUDS � 16 O.C. ONE HOUR RATED HARD LID T.O. WALL FRAMING UNDERSIDE OF CEILING+ ELEV: 10' -0" LAY IN CEILING T.O. FINISH FLIT E.: O' -0 REST ROOM PARTITION & CEILING KDC Architects - Engineers, P.C. 12250 East Iliff Avenue, Suite 302 Aurora, Colorado 80014 - 303.750.6999 FAX 303.750.0236 ride the Qwe stU QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER 200004.001 DRAWN BY VT o e MRKS NO DATE ISSUE 01 04 -04 -00 REVIEW 02 04 -19 -00 CLIENT REVIEW 50% 03 05 -01 -00 CLIENT REVIEW 95% 04 05 -08 -00 PERMIT 99% 05 05 -16 -00 PERMIT 1000 06 07 -06 -00 AS -BUILT 01 07 07 -31 -00 SECURITY /CONST. CN 08 08 -09 -00 GENERAL REVISIONS 88A 58 2KWIIA PEFMIT aENTEA WiliBMWEIMMINEMEM ®All drowegs and written notenot COn tnined herein nay not be Ncp i[o teN, ea r d'is clo ct. c without the written nsen. oF nrih QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 ENLARGED PLAN, SECTIONS AND INTERIOR ELEVATIONS F3 3 El I= 1111111111111111 NM NEL A-9.7 NOTES: 1. Owner shall remove existing plant material to be saved. Owner shall transplant existing plant material to Segale Business Park nursery. Place smaller material in containers. Larger plant material shall be dug, balled, and burlapped. 2. In all landscape beds, excavate and remove native soil to a depth of 3' -6 ". 3. Provide Segale soil mix in all beds, allowing for 2" depth bark mulch. 4. Provide Transplanter fertilizer for all planted material. 100 AROTOSTAPH(i OS UVA uRSf GAL 40 JUNiPFRS RAR HARBOR 1 GAL ` iN:PrZ'U S -iiAr 1 GAL GENERATOR SCREEN LANDSCAPING FAR: 76 TH'NA PYRAMIDALIS 10 -12' / /jj � /jj�jj%j • 0 • 0 0 0 0 0 0 0 0 0 0 1 0 0 o T0 0Joj0Z0X0 X0] .// / // DOOO (3 REN 90lLS: SEGALE WINES PARK TUKWILA, WASHINGTON (me) 575 - 2000 WILE: QWEST 6101 South 180th DESIGNED BY: Ken Large DRAWN BY: SN CHOCKED BY: SCALE: DATE OMMNG NUMBER PROJECT NUNBER: 1.41E DME: SNEER 1 OF: 1 SIDEWALK WIDTHS CBO LOCAL ACCESS ARTEk:AL (SEE NOTE I) P- 0 /CPXCM 5' C -1/C -2 6" 8 fi M-1/m-2 5 6" 5 ALL OTHERS 5" 5" 5' NOTES: I. SIDEWALKS SHALL BE A MINIMUM OF 8' -0" WIDE AT BUS STOPS AND PULLOUTS. OR WHERE THE SPEED LIMIT OS OVER 35 MPH. OR WHERE A TRAIL AND SIDEWALK ARE COMBINED. 2. EXPANSION JOINTS SHALL BE PLACED EVERY 15-0", SCORE JOINTS EVER( 5 -0_ 3. CEMENT CONCRETE SHALL BE PLACED ON 2' OF 5/8" MINUS CRUSHED ROCK, AND AS OTHERWISE SPECIFIED IN THE CURRENT APWA /WSDOT STANDARD SPECIFICATIONS. 4. REMOVAL OF EXISTING CONCRETE CURS, GUTTER OR SIDEWALK SHAT BE TO THE NEAREST JOINT, SCORE JOINTS MUST BE SAWCUT AND REPLACED WITH NEW. PROPOSED EMERGENCY GENERATORS (TYP 7) 3/8 FULL DEPTH EXPANSION JOINT TYPE 'A' CURB AND ;UTTER PUBLIC ACCE•s u0 SCALE N.T.S. SECTION A —A EXPANSION JOINT PUBLIC ACCESS 29, MAX. I% MIN. SLOPE EXPANSION JOINTS EVERY 15 * -0 I" WIDE x 3/8" / DEEP SCORE JOINTS j. / 3/8" x 3 -I /2' / SIDEWALK DETAIL EXISTING PAVED PARKING \_ 5/8" NUS CHRUSN ROCK THICKENED EDGE ON RADIUS CURB CUT PROPOSED VAN ACCESSIBLE PARKING SPACE REFER TO INTL. A -9.3 SOUTH 180TH STREET PUBLIC ACCESS 217-9" TWO HOUR RATED CORRIDOR • FIRE MAIN BOILER ROOM ELECTRICAL ROOM ROOM PROPOSED LIANDICAPPED ACCESSIBLE ENTRANCE S 8T 50' 09" E 786.92' STOP SIGN EXISTING PAVED PARKING S 87 50' 09" E 802.76' SC HC UPS BATTERY ROOM E CCESO B HANDICAPPED iS ACCESSIBLE ENTRANCE -, 9' HC 5j C ! I.HC HC'. HC ADMINISTRATION AREA SEGALE DRIVE "D" EROSION CONTROL NOTES: 1. TEMPORARY EROSION CONTROL MEASURES SHALL BE IMPUNENTED AS THE FIRST ORDER OF BUSINESS TO PREVENT SEDIMENTATION OFF -SITE OR INTO EXISITNG STORM DRAINAGE FACILITIES. 2. SITE SHALL HAVE PERMANENT EROSION CONTROL MEASURES IN PUCE . AS SOON AS POSSIBLE AFTER FINAL GRADING HAS BEEN COMPLETED AND PRIOR TO THE FINAL INSPECTION. TAPE DELC,f /STORAGE • STORE AREA C RAILROAD EASEMENT NORTFI (SITE PLAN ED SCALE: 1' = 30' -0" 10 EXISTING LOADING DOCK I �'✓ CONTRACTOR ACCESS 12 PARKING SPACE REQUIREMENTS REQUIRED NUMBER OF SPACES AR PER CITY OF TUKWILA ZONING CODE, JUNE 21,1999 3.0 FOR EACH', 1000 S.F. OF USABLE'. AREA TOTAL 55,834 S.F. OF USABLE AREA TOTAL NUMBER OF SPACES REQUIRED; 167.7 PARKING DATA NUMBER OF EXISTING HANDICAP SPACES: NUMBER OF EXISTING COMPACT SPACES: NUMBER OF EXISTING FULL -SIZE SPACES: 414 NUMBER OF PROPOSED HANDICAP SPACES: NUMBER OF PROPOSED COMPACT SPACES: NUMBER OF PROPOSED FULL -SIZE SPACES: 10 394 REPLACE EXISTING CURB CUT AND INSTALL AS PER DIY OF TUKWIIA REQUIREMENTS A NEW CURB- CUTTER AND SIDEWALK. MATCH EXISDNG ELEVATIONS. NOTE: OWNER WILL PROVIDE LANDSCAPING UNDER SEPARATE CONTRACT EXISTING STOP SIGN 5 rS Kc6ovAC I EXISTNG i ' BUILDING //B j 5 I 94' 9" • ';i / \` / // i to PUBLIC ACCESS t � LT U) LANDSCAPING KEY = EXISTING ESTABLISHED LANDSCAPING These clans have been reviewed by the Public Works - nenl for confo-r^ - ' •,h cdrrent An e c s sf a; : moo dn. I fc -racy of the tf Adddio s c' :o If gs after this , a cc? J w l e of subsco u- 1 - is subject to field in,'pcctien by D 1, . utilities inspector. l' BY : 7tR -G¢( A -COBS( SIt 6'L� L / 7T cos) / SDI w These Prams have Seem N.M., by die Rift Works Department For conformance with aummt City standards. Acceptance is subject to errors and adnssions which do rq1 authorize viclz::nns of t by l standards o uces, th ,7,:5ilhy d a s. Ad diems, s, deladons rests .. isi s7 ' LYe designer. Additions. de4tltxhs or rewsic-'_ ':;,these drawings otter this data wit void Ih:soom entlwb require a rest/meted of revisetl ddrs drwings for su approval. Rear acceptance is subj. to timid tnspeCtiont, M1e Public Works whites Inspector. `2 111 Iww ey . = AREA OF RAISED FLOOR ALLOWABLE FLOOR AREA EXISTING BUILDING DATA TOTAL 89,250 S.F. USE GROUP - B TYPE II -F.R. W/ AUTO SPRINKLER SYSTEM (SECTION 505.3) TABLE 5 -B DATA 39,900 ALLOWABLE AREA 39,900 x 3 = 119,700 ALLOWABLE AREA cfr7 CITY OF 171161W APPROVED AN 0 9 2001 07 = PATH OF EGRESS 250' -0" MAX. As 57:•1.: TRAVEL DISTANCE BU,L ^IKIG 71,10, D2000-013 KDC Architects - Engineers, P.C. 12250 East fliff Avenue, Suite 302 Aurora, Colorado 80014 303.750.6999 FAX 303.750.0236 ride the I Q west. QWEST COMMUNICATIONS 13952 DENVER. WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401'. ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER 200004.000 DRAWN BY AVA ISIEEMOUNIMINIIIIMIN11111 KDC NO DATE ISSUE - 1 2 3 4 15, 12.29.99 01 .06.00 01 .1 2.00 01 .19.00 5773 A A,C IT C a. KENNETH D. CAMP STATE OF WASHINGTON „YSn Ho be 6�pl;c� �z r+. ,our ctie �r�tt =. �ons._n. n CLIENT REVIEW 35% CLIENT REVIEW 50% CLIENT REVIEW 75% PERMIT /CONST. 100% CONSTRUCTION QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 SITE PLAN PHASE II A -1.2A D2000 -0)73 MINIMUM SECTION PROPERTIES LOCATION GAGE WIDTH DEPTH SECTION MODULUS MOMENT OF INERTIA ROOF !NFU 20 36 1 1/2 ° 0 .23510 3 /FT.. 0.24810 "4 /FT. '., SCREEN WALL 24 17 1 3/4" 0.04341N"3/FT. 0.039910 "4 /FT. STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS). CODE ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE UNIFORM BUILDING CODE (UBC), 1997 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS LIVE LOADS: WIND LOADS: ROOF (SNOW LOAD) OFFICE SPACE PARS TIONS (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER UBC SECTION 1607). EARTHQUAKE LOADS: BASE SHEAR (V), V = 2. RCaI w SEISMIC COEFFICIENT (Ca) .36 (ZONE 3, SOIL TYPE E) IMPORTANCE FACTOR (I) 1.00 STRUCTURE TYPE FACTOR (R) 4.5 V = (2.5)(0.36)(1.0) W - 0.20 W 4.5 W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER UBC SECTION 1630.1. BASIC WIND SPEED EXPOSURE IMPORTANCE FACTOR 80 MPH B SEE PLANS FOR ADDITIONAL DESIGN LOADS. SPECIAL INSPECTION SPECIAL INSPECTION IN ACCORDANCE W1TH'SECTION 1701 OF THE UBC IS REQUIRED FOR THE FOLLOWING: 1. CONCRETE CONSTRUCTION. 2. HIGH STRENGTH BOLTED CONNECTIONS. 3. FIELD WELDING FOR NEW STRUCTURAL STEEL TO EXISTING FEATURES. 4. ANCHOR BOLTS EMBEDDED IN CONCRETE FOR SEISMIC BRACING. INSPECTIONS SHALL BE DONE BY A WABO CERTIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL TEST RESULTS. SHOP DRAWINGS SHOP DRAWINGS FOR REINFORCING STEEL, STRUCTURAL STEEL AND METAL DECK MEMBERS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO THE FABRICATION OF THESE ITEMS. SUBMITTAL SHALL CONSIST OF THREE COPIES WITH ENGINEER'S REVIEW STAMP PRIOR TO FABRICATION. ENGINEER'S SHOP DRAWING REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFORMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY AND FOR PERFORMING THE WORK IN A SAFE MANNER. ENGINEER'S SHOP DRAWING REVIEW OF STRUCTURAL COMPONENTS DESIGNED BY OTHERS IS FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FUR CODE CONFORMANCE AND ALL CONNECTIONS TO THE BASIC STRUCTURE. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF THE LOADS IMPOSED ON THE BASIC STRUCTURE. SHOP DRAWINGS SHALL BE REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER. FOUNDATIONS SOILS REPORT EVALUATION: PREPARED BY GEO ENGINEERS, INC. ALLOWABLE SOIL PRESSURE: 3500 PSF LATERAL EARTH PRESSURE: UNRESTRAINED: 35 PCF + ANY APPLICABLE SURCHARGE FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR STRUCTURAL FILL AS NOTED IN THE SOILS REPORT AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. ANY FOOTING ELEVATIONS SHOWN IN THE DRAWINGS REPRESENT MINIMUM DEPTHS AND ARE FOR BIDDING ONLY. ACTUAL FOOTING ELEVATIONS ARE SUBJECT TO SITE CONDITIONS AND MUST THEREFORE BE ESTABLISHED BY THE CONTRACTOR. FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE, UNLESS NOTED OTHERWISE. BACKFILL BEHIND ALL RETAINING WALLS WITH WELL- DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. PROVIDE DAMPPROOFING AT EXTERIOR FACE OF ALL FOUNDATION WALLS EXPOSED TO EARTH PER ARCHITECTURAL SPECIFICATIONS. CONCRETE ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH SECTION 1905 OF THE UBC AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301). ALL CONCRETE SHALL BE STONE- AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS PER CUBIC FOOT. CONCRETE STRENGTHS AT 28 DAYS (('c) AND RIX CRITERIA SHALL BE AS FOLLOWS: MAXIMUM WATER/ MINIMUM CEMENT CONTENT TYPE OF CONSTRUCTION Pc CEMENT RATIO PER CUBIC YARD SLABS ON GRADE 3000 PSI 0.5 5 1/2 SACK & FOUNDATIONS 25 PSF 50 PSF 20 PSF THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER- CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH UBC SECTION 1905. ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR - ENTRAINED WITH AN AIR- ENTRAINING AGENT CONFORMING TO UBC STANDARD 19 -4. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH UBC TABLE 19 -A -1. REINFORCING STEEL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615, AND SHALL BE GRADE 60 (Fy = 60,000 PSI), UNLESS NOTED OTHERWISE. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PRODECURES SPECIFIED IN AWS D1.4 ARE SUBMITTED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. PROVIDE WELDED WIRE FABRIC IN SHEETS NOT ROLLS. REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH SP66(94) AND ACI 318R -95. PROVIDE ELBOW BARS TO LAP HORIZONTAL WALL AND FOOTING REINFORCEMENT AT ALL CORNERS AND INTERSECTIONS. LAP WELDED WIRE FABRIC 12" AT SIDES AND ENDS. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE PER SCHEDULE. MECHANICAL SPLICING OF REINFORCING BARS, WHERE INDICATED ON THE DRAWINGS, SHALL BE BY AN IMO APPROVED SYSTEM, SHALL DEVELOP 125% OF THE SPECIFIED YIELD STRENGTH OF THE BAR, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM LAPS AND EMBEDMENT UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED BELOW: DEVELOPMENT LENGTH TENSION LAP LENGTH COMPRESSION SIZE TOP BARS OTHER BARS TOP BARS OTHER BARS LAP #3 19 14 25 19 12 #4 24 24 32 24 15 #5 29 29 38 29 19 #6 35 35 46 35 23 #7 62 62 81 62 26 NOTES: 1. ALL LENGTHS ARE IN INCHES. 2. "TOP BARS" ARE HORIZONTAL REINFORCEMENT 50 PLACED THAT. MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. CONCRETE COVER ON REINFORCING CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" CONCRETE EXPOSED TO EARTH AND WEATHER: #6 BARS AND LARGER #5 BARS AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS AND JOISTS COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 2" 1 1/2" 1 1/2" CONCRETE WALL REINFORCING PROVIDE THE FOLLOWING MINIMUM REINFORCING UNLESS NOTED OR DETAILED OTHERWISE (GRADE 60): THICKNESS REINFORCING PLACEMENT 6" WALLS #4 0 13" O.C. EACH WAY CENTERED 8" WALLS #5 0 15 O.C. EACH WAY CENTERED 10" WALLS #4 0 16 " O.C. EACH WAY, EACH FACE CONCRETE GENERAL NOTES VERTICAL BARS SHALL START FROM TOP OF FOOTING. HORIZONTAL BARS SHALL START A DISTANCE OF 1/2 THE NORMAL BAR SPACING FROM TOP OF FOOTING AND TOP OF FRAMED SLABS. IN ADDITION, THERE SHALL BE A HORIZONTAL BAR AT A MAXIMUM OF 3 INCHES FROM TOP OF WALL AND BOTTOM OF FRAMED SLABS. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL REINFORCING WITH TENSION LAP SPUCE AT EACH SIDE PER TABLE, OR BEND ONE SIDE OVER TO PROVIDE TENSION LAP. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND PROPERLY PREPARED IMMEDIATELY PRIOR TO POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN REINFORCING DETAILED BEYOND JOINT. SEE ARCHITECTURAL DRAWINGS AND MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF OPENINGS IN CONCRETE WALLS, FLOORS AND ROOF. UNLESS INDICATED OTHERWISE, REINFORCE AROUND OPENINGS GREATER THAN 16" IN EITHER DIRECTION WITH 2 - #5 EACH SIDE AND 1 - #5 a 4'- 0" DIAGONAL AT EACH CORNER. EXTEND BARS 2'- 0" BEYOND EDGE OF OPENING. IF 2'- 0" IS UNAVAILABLE, EXTEND AS FAR AS POSSIBLE AND HOOK. HOOK ALL REINFORCING INTERRUPTED BY OPENINGS. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF NOT MORE THAN 400 SQUARE FEET EACH. AREAS TO BE AS SQUARE AS PRACTICAL AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. WHERE NO REINFORCEMENT IS OTHERWISE INDICATED: PROVIDE #4 @ 18" O.C. HOOKED DOWELS TO TOP OF STRUCTURAL CONCRETE SLABS FROM PERIMETER CONCRETE WALLS AND BEAMS. PROVIDE #4 0 18" O.C. TOP SLAB BARS OVER BEAMS AND WALLS WHICH PARALLEL STRUCTURAL SLAB MAIN REINFORCING. EXTEND ALL THESE BARS 2' -0" BEYOND EDGE OF BEAM OR WALL NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. NON - SHRINK GROUT NON- SHRINK GROUT SHALL BE CEMENT -BASED WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI WHEN TESTED IN ACCORDANCE WITH ASTM C -109. GROUT SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. STRUCTURAL STEEL STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AIDE "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", LATEST EDITION. PLATES, SHAPES, ANGLES AND RODS SHALL CONFORM TO ASTM A36, Fy = 36 KSI. ANCHOR BOLTS SHALL CONFORM TO ASTM A307. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B, Fy = 46 KSI. BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM TO ASTM A325 -SC AND SHALL BE SELF LOAD INDICATING, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. BOLTS SHALL BE 3/4 "4 MINIMUM, U.N.O. CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AISC MANUAL OF STEEL CONSTRUCTION. A COPY OF THE TEST REPORT IN t N Ti`n .. YING SURFACES UNLESS A CERTIFIED COP DO NOT PAINT COH EC v ACCORDANCE WITH TEST METHOD TO DETERMINE THE SUP COEFFICIENT FOR COATINGS USED IN BOLTED JOINTS AS ADOPTED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS IS PROVIDED TO THE ENGINEER FOR REVIEW & APPROVAL. METAL DECKING METAL FLOOR AND ROOF DECKING SHALL CONFORM TO AISI "SPECIFICATION FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS" AND THE STEEL DECK INSTITUTE. METAL DECK SHALL CONFORM TO ASTM A446 GRADE A OR A792 GRADE 33, MINIMUM YIELD STRESS 33,000 PSI. SIZE, TYPE, GAUGE AND ATTACHMENT SHALL BE AS NOTED BELOW UNLESS NOTED OTHERWISE_ PROVIDE SHORING WHERE REQUIRED PER MANUFACTURER, OR STRUCTURAL DRAWINGS. INSTALL DECK MATH (7) -1/2 DIAMETER PUDDLE WELDS PER 36" WIDE SHEET. INSTALL DECK WITH 1/2" DIAMETER PUDDLE WELDS AT 12 O.C. AT PERIMETER STEEL SUPPORTS. TOP SEAM WELD SIDE LAPS AT 12 O.C. METAL GRATING PROVIDE METAL FLOOR GRATING BY GRATING PACIFIC LLC AT (206) 628 -9977, OR APPROVED EQUAL BAND ALL GRATING EDGES. MANUFACTURER /SUPPLIER TO PROVIDE CONNECTION OF GRATING TO STRUCTURAL STEEL WITH "5" CUPS. TYPE OF GRATING: TYPE W -19 -4 SIZE OF BEARING BARS: 1 a 3/16" 0 1 3/16" O.C. MAX. SPAN: 4' -6° FINISH: GALVANIZED HEADED STUDS HEADED STUDS FOR CONNECTION OF STRUCTURAL STEEL TO CONCRETE SHALL BE MANUFACTURED FROM MATERIAL CONFORMING TO ASTM A 108 AND SHALL BE WELDED IN CONFORMANCE WITH AWS REQUIREMENTS. WELDING WELDING SHALL CONFORM TO AWS D1.1 1996 EDITION. ALL WELDING SHALL BE DONE WITH 7C KSI LOW HYDROGEN ELECTRODES. WHERE NOT CALLED OUT, MINIMUM FILLET WELT SIZE SHALL BE PER TABLE 5.8 IN AWS "STRUCTURAL WELDING CODE ", 1996 EDITION. WELDING OF REINFORCING BARS SHALL NOT BE PERMITTED UNLESS SPECIFICALLY CALLED OUT ON DRAWINGS OR APPROVED BY STRUCTURAL ENGINEER. WELDING OF GRADE 60 REINFORCING BARS SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS SHALL BE PERFORMED USING E70XX ELECTRODES. SEE REINFORCING NOTES FOR MATERIAL REQUIREMENTS OF WELDED BARS. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING BARS IS NOT PERMITTED. ALL WELDING SHALL BE DONE BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) CERTIFIED WELDERS. PLYWOOD PLYWOOD SHEATHING SHALL BE GRADE C -D INT -APA WITH EXTERIOR GLUE OR STRUCTURAL II WITH EXTERIOR GLUE IN CONFORMANCE WITH UBC STANDARD 23 -2 OR 23 -3. ADHESIVE ANCHORS BASE ANCHOR MINIMUM ALLOWABLE ALLOWABLE MATERIAL SIZE EMBEDMENT TENSION SHEAR CONC. 1/2" ROD 4 1/2" 2,725 1,935 CONC. 5/8" ROD 5 5/8" 4,395 3,025 CONC. 3/4" ROD 6 3/4" 4,655 4,355 CONC. #4 BAR 6" 3,410 2,800 CONC. #5 BAR 7 1/2" 5,625 4,400 CONC. #6 BAR 9" 7,105 6,300 1) THE ABOVE VALUES ARE BASED ON THE HILTI HIT HY 150 INJECTION ADHESIVE ANCHORING SYSTEM. CONTRACTOR MAY USE ENGINEER APPROVED EQUAL. 2) ROD STEEL IS A36, Fy=36 ksi Fu =58ksi 3) REBAR STEEL IS A615, Fy =60ksi Fu =90ksi 4) ALLOWABLE SHEAR AND TENSION LOADS ARE THE LESSER OF THE BOND STRENGTH OR THE STEEL STRENGTH. PAINTING SYSTEM FOR EXTERIOR STEEL PRIMER: 3 MILS TNEMEC SERIES 66 PRIMER. TOP COAT: 4 MILS TNEMEC SERIES 53. APPLY IN ACCORDANCE W/ MANUFACTURERS RECOMMENDATIONS. MASONRY D ),00 -D (3 CONCRETE MASONRY UNITS SHALL BE ASTM C90, MEDIUM WT, TYPE I I'm = 1500 PSI MORTAR SHALL CONFORM TO ASTM C 270 TYPE S. GROUT SHALL CONFORM TO ASTM C 476 1'c = 2000 PSI STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL CIVIL ELECTRICAL AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING APE INSTALLED. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. l I MAY 3 0 2000 REID MIDDLETON, INC. ENGINE ERING 111 MAIN STREET, SUITE 106 EDMONDS, WASHINGTON 98020 PHONE (425) 778 -8500 FAX (425) 778 -5536 ride the I Qwe St QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 99162.10 SCK CCC 1 05.16.2000 PERMIT 100% A 05.26.2000 REVISION e nua a.,a" moy be I co. 9/5/2901 I aterial conlaine, .ea. sea o. ars c r in nrrn to STRUCTURAL NOTES CONSTRUCTION QWEST COMMUNICATIONS SEATTLE TRANSPORT CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 IIMIFEEPREINEMOMMIli CL COL 1 i►ii - - — L m o V 7 -0 TYP. /I 11' -2" TYP. 'L — 1 24.80 y EXIST. FINISH (FLOOR 24.85± `-25.0 II ,._;1 I 24. � - 4 SPACES AT 7-8 "± = 30' -7 15/16" " UNI RUT BRACE ® 130' -0" O.C. PANEL JOINT 2' -6" 2 MIN. 13' -0" 24' -0" W18x60 16' -0" 13' -0 AS B6 AS BS A4 84 IVY 4' -0" FACE OF MASONRY 4 SPACES AT PLAN FLAG NOTES: 7' -6 1/2" VERIFY DOOR OPENING DIMENSION WITH ARCHITECT 3 : 3" 24.80 FLOOR DRAIN PER CIVIL PLAN, TYP. W/ RIM ELEV. 0 24.57 © ATTACH TUBE TO EXIST. PANEL W/ 5/8 "m x 6' -3 1/2" EMBED. EXPANSION ANCHORS ®2' —O" O.C. © CLEAN OUT PER CIVIL PLAN © AL DIMENSIONS OF GENERATOR ARE INDICATED. HOUSCTUAEKEEPING PAD SHALL BE 4" WIDER ON ALL SIDES 60' -0" �? 60' -0" 1' 6C -0" O FOUNDATION PLAN 1 SCALE: 1/16' = 1 -0" PLAN NOTES: 1. Cl DENOTES COLUMNS REQUIRING STRENGTHENING, REFER DET. 1/54.0 - SCREW W/ NEOFRENE INTO PANEL HIGH -RIB HIGH -RIB ENLARGED DETAIL SCALE 1" = 1 " -0" 2 O SECTION SCALE 1/2' 1' -0" -9 0 2' - O" 1 1/4% SLOPE `�nrq lr��• ME / ' , °a • °j�o °•pr '1101MEZI ! reo: O A FULL DEPTH TS6 x 6 x 5/16" COL WITH 1/4" CAP PL AND BASE PL 3/4 x 12 x 1' -0" ATTACHED TO GRADE BEAM WITH (4) -3/4 "0 M-49 BOLTS W/ 9" GAUGE SPACING TIP> 1 / 4 1'-2" x 1'-2" x 0' -6" DEEP BLOCKOUT. GROUT SOLID AFTER SETTING COLUMN. 5 CONT. 7 3) - #3 TIES AT D. A.B. GROUP B 3" O.C. - LANDSCAPING STRIP 3 /16V <TYP. 1' -0" MIN. EMBED (4) - #5 TOP & BOT. UNISTRUT BRACKETS B 5' -0" O.C., TYP. 24 GA. EXTERIOR METALS SNAP LOCK PRE - FINISHED METAL PANEL INSTALLED PER MFR. RECOMMENDATIONS REF., DETAIL 7/S6.2 TS4 x 3 x 3/16" W/ LF.H., NP. (4)- PLACES 8" CMU WALL BEYOND W/(2) - #5 HORIZ. AT T.O. WALL AND #5 0, 32" O.C. VERTICAL. CMU DOWELS NOT SHOWN FOR CLARITY. (2) #5 x 2' -6" DOWELS N.S. & F.S. AT CMU BOND BEAM GENERATOR HOUSE KEEPING PAD BEYOND W/ #4 B 18" O.C. EACH WAY W/ 1 1/2" CLEAR. #5 B 15" O.C. D. WAY TOP & BOTTOM FLOOR DRAIN AND PIPE PER. CIVIL PLAN A 11 % SLOPE 60' -0" U 60' -0" ,-CONC. WALL PANEL EXIST. BUILDING FINISH FLOOR N U • fib iralrdeA _ IMF " Ur 60' -0" 60' -0" Y 60' -0" y' 60' -0" Q W18660 18' -0" 60' -0" q_ !As B6 13' -0" ' in 0 (. 3 80' -5" 1S-0 6' -6 i 13 25' -0" -5 C TY OF TL;ViILA APP( LO j11,1 9 2799 0E E I I MAY 3 0 2000 REID MIDDLETON, INC. ENGINEERING 111 MAIN STREET, SUITE 106 EDMONDS, WASHINGTON 98020 PHONE (425) 778 -8500 FAX (425) 778 -5536 ride the I Qwest. QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 mEENNEESTMENIMIIIMIN 99162 SCK. I CCC' i PERMIT 100% REVISION wings °ntl written m ° nni ee �c the wrtte° �o,se�� CONSTRUCTION QWEST COMMUNICATIONS SEATTLE TRANSPORT CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 FOIN+I DATION S2.0 SECTION SCALE: 1/4 = 1 —0 OUTLINE OF MECH. UNIT BEAM PER PLAN MU RIM I UN N/9 \/ I �Ild o�i�i °'simmimm uNmiiii�mmilnnneo> i' hello ®ililgl°ii�i°l'weimioi�iilll�o inn II Nmul� x°11 11. �! ® � � it �' �� ,_ • �� BEAM PER PLAN BEAM PER PLAN BOT. OF BEAM PLAN NOTES: O ROOF FRAMING PLAN SCALE: 1/16 = 1' -0" 1. OPENINGS IN ROOF DECK SHALL BE PER DETAIL 2 /S6.0 EXIST. METAL ROOF DECK OUTLINE OF MECH. UNIT E-- BEAM PER PLAN STUB COLUMN PER PLAN, TYP. Am u, 11mm��pImm11 .NIIm01mI1011mmmlmnN10m9 �'I I IN1 1 I ®1 °°°I nui sum i ai 1 �N 11P1 .Z00 CITY OF S51A sl'�'ac �u iSA 0 9 2003 ENGINEERING 111 MAIN STREET, SUITE 106 EDMONDS, WASHINGTON 98020 PHONE (425) 778 -8500 FAX (425) 778 -5536 ride the 1 Qwest. QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER 99162 DRAWN BY SCK CCC 1 EXPIRES: 9/5/20°1 1 Into° CONS T RUCTION ET QWEST COMMUNICATIONS SEATTLE TRANSPORT CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 immisimEMOMEMIN ROOF FRAMING PLAN S2.1 c 3" TY ?. A! L AROUND AQUA. U.N.O. -- HOUSEKEEPING PADS, TYP. - -7,- I BOILER ROOM, FIRE ROOM AND BATTERY AREA 2 SCALE: 1/8 = 1 -0 CONDIJIT TRENCH 4 O SWITCHGEAR TRENCH PLAN AND GENERATOR PADS 6 1 SCALE: 1/8 = 1 -0 D SWITCH GEAR TRENCH OUTLINE OF SWITCH GEAR HOUSEKEEPING PAD ® O CITY oT TUG TA kF'�"2Gti L' ,IUN 0 9 7..CA ENGINEERING 111 MAIN STREET, SUITE 106 EDMONDS, WASHINGTON 98020 PHONE (425) 778 -8500 FAX (425) 778 -5536 ride the Q west5 QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER 99162 DRAWN BY SCK CHECKED BY I EXPIRES: 9/5/2001 I CONSTRUCTION QWEST COMMUNICATIONS SEATTLE TRANSPORT CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 emmeimmiMMENEmo ENLARGED FOUNDATION PLANS EIBEEMEEMIIMMINI OITYOFn S3.0 PERMRC I W/(5)-3/4 "4 DOLTS - TYP. BOTH ENDS WT 5X17 ,/ 1.1f,/ w ' mom I ' r BRACE PER PLAN k BM PER PLAN i • � f � DOUBLE NUT ABOVE UNISTRUT, SINGLE NUT BELOW TYP. AT EA. SIDE � c' /76 3 16 NP ' 00 EXIST. COL. — 20" x 6" BUS DUCT EXIST. COL. ! SEISMIC BRACING 1/4" CABLE TIE TO ROOF JOIST k TYP. BOTH SIDES "0 3/4 THREADED ROD ,, ELEV 21 20'6 " x 6" BUS DUCT 5, TYP. ON NORTH SOUTH SIDES OF COL. FROM TOP OF SLAB TO ti BELOW BOTTOM OF EXIST. JOIST GIRDER 412012 5x10.5, TYP. ON ALL SIDES • COL. FROM TOP OF SLAB TO 6" BELOW BOTTOM OF EXIST. JOIST GIRDER EXIST. COL. 1/4 :Ix E' A — COLUMNS THAT REQUIRE STRENGTHENING ALONG GRIDS 3, 4, 5, 8, 9, 10, & 11 BTU — COLUMNS THAT REQUIRE STRENGTHENING ALONG GRIDS 6 & 7. EXCEPT 0 GRID 6 —E USE TYPE 1 1 0 COLUMN SECTION SCALE: 1• = 1•_0• TYP. U.N.O. 2' —D" CONT. A TOP & BOTTOM OF CHANNEL TYP. EACH 2@12 CHANNEL U.N_0- 2 - -0" CONT. 1 4 A TOP & BOTTOM OF EACH CHANNEL 00000 00000 00000 00000 00000 5 O SECTION SCALE 3 / 4 • = i _Q• 9 O DETAIL NOT USED SCALE: 3/4• = 1' —O 13 ABOVE EXIST SLAB EXIST. SLAB 1 SECTION SCALE: 3/4 = 1' -0 / 3/4" CHAMFER, TYP. ' \ ` #4 x 12" O.C. 6" I EXIST. SHEAR WALL EPDXY GROUT COAT PER FINISH SCHED. NOTE: FOR DETAILS & NOTES NOT CALLED OUT REFER TO BET. 10 CONDUITS, TYP. PVC PIPE FLUSH W/ FACE OF TRENCH WALL CONTAINMENT CURB FOR BOILER ROOM SCALE: 1 • = 1' —O 14 �v 2' -6" 6 O SECTION SCALE: 3/4• = 1 —0• SCALE: 1 = 1 -0 BM PER PLAN ,--UNISTRUT F1796S UNISTRUT P1000T OR P1000HS TYP. N EXIST. P.C. PANEL DOUBLE NUT BELOW UNISTRUT, SINGLE NUT ABOVE, TYP. AT EA. SIDE CONDUITS, TYP. BOILER ROOM CURB 3/4" CHAMFER, TYP. #4 HORIZ. @ 12" O.C. #4 VERT. @ 18" O.C. EPDXY GROUT COAT SLAB & CURB OP TO BOTTOM OF CHAMFER W/ FINISH PER SCHED. PATCH & REPAIR EXIST. CONCRETE PRIOR TO APPLICATION OF COATING EXIST. STUD WALL 3/4" CHAMFER, TYP. EXIST. SLAB # #4 @ 18" O.C. EPDXY GROUT COAT SLAB & CURB UP TO BOTTOM OF CHAMFER DOWEL BARS INTO W/ FINISH PER SCHED. EXIST. SLAB W/ HILTI PATCH &REPAIR EXIST. CONCRETE 4" HIT HY150 ADHESIVE PRIOR TO APPLICATION OF COATING ANCHORING SYSTEM, TYP. MIN. EMBEDMENT = 3 1/2" CONTAINMENT CURB FOR BATTERY AREA 7 O SECTION SCALE: 3/4. = 1 .�. UNISTRUT HS SERIES P1000 HOLD DOWN CLIPS PROVIDED BY BUS DUCT 1 MANUFACTURER BUS DUCT UNISTRUT P2545 S S FLOOR SLAB EXIST. STUD WALL 4 CONT. EXIST. SLAB #4 VERT. @ 18" O.C. BUSDUCT ALONG NORTH WALL 3 SCALE 3/4 = 1 ° -0• FIRE ROOM CURB DOWEL BARS INTO EXIST. SLAB W/ HILTI HIT HY150 ADHESIVE ANCHORING SYSTEM, TYP. MIN. EMBEDMENT = 3 1/2" O 10 CONTAINMENT CURB FOR BOILER ROOM /FlRE ROOM SCALE: 1 = r -o• 1/2" 0 HILTI KWIK BOLT II MIN EMBED = 3 1/2" TYP (4) PLACES • w ANCHOR SPACING TO MATCH UNISTRUT "HS" SERIES HOLE PATTERN. EXIST. NORTH WALL 5 1/2 CONCRETE SLAB CONTROL DENSITY FILL 3/4" CHAMFER, TYP. 722DO0D 13 EXIST. SLAB O DETAIL NOT USED DETAIL NOT USED 15 Ste: 1 /z = r -Q• 16 SCALE: 1 /2 • = 1 •_ 0 - EXIST. SLAB - \ T g" 4 QJr #4 B 12" O.C. O 4 SECTION SCALE 3/4• = 1' -0 EXIST. STUD', WALL O SECTION 8 SCALE 3/4• = 1 -0 NOTE: FOR DETAILS & NOTES NOT CALLED OUT REFER TO BET. 10 CONTAINMENT CURB FOR FIRE ROOM SCALE: 1 = 1-0 2' -0" 4' -0" # CONT. # @ 12 O.C. MAX. #5 x 0' -6" STRAIGHT DOWELS @ 32" O.C. DRILL EXIST. SLAB & EPDXY DOWEL TO EXIST. SLAB W/ HILTI HIT HY150 MIN. EMBED = 3" EXIST. 8 1/4" P.C. CONC. WALL P2815 UNISTRUT P1546 FIELD DRILL UNISTRUT BRACKET & BOLT W/ 1/2'W BOLT UNISTRUT BRACKET 1 PER DET. 3 O DETAIL 17 SCALE: 3/4- 3/4• = -0• 2' -0" # @ 12" O.C. E.W. EXIST. STUD WALL r EXIST. SLAB BRACE NOTE: FOR DETAILS & NOTES NOT CALLED OUT REFER TO DET. 10 O CONTAINMENT CURB FOR BOILER ROOM 12 SCALE: 1 = 1' -0 P1000 UNISTRUT BRACE @ EACH BUS DUCT SUPPORT @ 30' -0" O.C. @ TOP & BOTTOM SUPPORTS 4- „— 3 1/2" MIN EXIST. SLAB - #4x12 O.C. 3/4" CHAMFER, TYP. EXIST. SLAB (2) -1/2 "0 HILTI KWIK BOLTS II CITY of Turwlu APPI' `;LD Jim 0 S 2000 VERT. UNISTRUT PER DET. 3 EUPEWE MAY 3 0 2030 REID MIDDLETON, INC. ENGINEERING 111 MAIN STREET, SUITE 106 EDMONDS, WASHINGTON 98020 PHONE (425) 778 -8500 FAX (425) 778 -5536 ride the I Qwe st0 iSMEMEZIMINSMSei QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 99162.10 METIMEMEMEMEMENE SCK MMENEENEENIMIMINIE CCC 1 05.16.2000 PERMIT 100% A 05.26.2000 REVISION I was: 9/5/2W1 I a wings an0 written mat riot ca ned may no[ be duplicotetl, used or disclosed , ir" written inn "ent ar Ibe a,ebneet. CONSTRUCTION SET QWEST COMMUNICATIONS SEATTLE TRANSPORT CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 emmummommomorm FOUNDATION DETAILS & SECTIONS S4.0 C8x11.5 W12x16 W 2x16 W12x16 W12x16 W12x16 C8x1 .5 r STEEL G TING W -19 -4 W S pER P 1L�: W21x62 W 2130 _ _ IIII Inmml1111111111N11111111111111111111111 I II 1111 1111 11m111111111111 1111111111111I11111 111 1111 111 11 W12x16 '111111111 II pnnnnnl IINIIIIIIIII R + , Inl 111111 1111111 Fad a , ' ` !m Ie ,an1 n! m x62 Q T 4 W21x62 W12x16 r 5 I - � 1k -1 W12x35 III IINII H! I nnlmlllllmu1111 ¢nllllllllllllllllllllll jpn!Ilnnl Pill 11111111111 111W1W1 IIIIIIIDr11 I Inn1111 mnmuum III I111un, �I :1/111111 JIIIIIm111 IiiJ BE 12x16 - W12x16 ro O W24x94 '- .��'�►�� _ -. - -- NMI � ��y � � I I�1111 III II -11 3 4 . ?' -,� 8 -3 SINE L'NIlHIIIIIHI 11111111111NIINIII INII1111 I Im111 Iilllllllllnlll lllllII I ll llllllll ll l lllnl l ll 1 11 w1zX1s ; lll x I 1 111!1111 I III IIII 1 1111/1/1 minim 111111111 ^' 611 111111 X1111 I Iu 1 1111111 la; ,I III In1IIIIIIIIIHIINIII 111111111111111H111 1 11 II 1 l_ I 1111111111 R +� _ 1 1111111 111 01111 1 1 1111 E1 I IIIID! II 3 I + 1 .ICAIn1 1 :1! 1111111 - W12x30 RN -15 WT4x1 WT4 12 W12 -4x1 W24x94 W12x30 RN-13 W24x941. \ 6 1/2" 15-5 1 2" �� .l s .., ' 1 __ Wf4.12 N % 4 ' t ry 2 A 1 ` <o y? = = �__ * g +x 3 N + ti 3 _ f � 4 tr,. /^ ` \, 7 060 ,. : . _ _ 1zz16 L. f 3 ` W12x16 I. W12x16 3 wt2 %ts i _ _ h. wl� - r` , I' " 1 j " 11111111INN11111111111111111 11111111111 IIII I' hoc illll®IllmlmNlllll 1111 111111111111111111 11111 111 11111111111 1 111111111111111 111111 !;I o: IIIII11111111111n11 111111m1111111IIm 1111 11111111 111111111111111! 11 111111 I' [5: EN 111111111111MIIM111111 111I 11111111111 I IINIIIIIII D.dlllllllmlll „ 1 ul._ �1 IIIII11111111111 .i 11111NIIImmNNl111►a1 iu,°Ih.r 1111111111111 11N111I1 11111IllIllmIIlddlJNu'lo1zi IIIIIIIIIIIIIIIIIIIIIIIJ MI 11111111111IIII !.111 1111ummlmnllr I!I Moil.!!+ NImII111ImmIIIIIJIlI111IIIIII1111IlIIIIII HE I■IIllIlI1111111 Ea W12x16 IIII!:Alli'Il11111i i1111I111IIN111111IJ1111HmIIII11m 1 IIIIINI1111111m11' illlIIlll I r k'' x16 W12x16 r W12x3 -- "M p - -- -- W12x16 / -�.r �e� _— F. W1 a } ,ti 6 , } L 1 ti W12 X - 3 W12x16 / 3 . -� / C .. N l! M.mr 6' -8" 15' -10 TYP. LINE 7 W12x16' W21x62 14' -11 3 W12x16 E9111 IIII IIIII IIIII IIIII IIIn1Il IIIIIIII III 1 1111111 E11111111111111111111111 ! 1111111111111111111 III 11111/11 II 111111111 0 I II 111111E1 !BUM 11 11 1111111 It 1111E W12x30 14' 6 1/2" 15' -5 1 /2 4' -0" 2' -11 3 12' 11 3/4" 12' -11 3/4" 11 1/2 21x62 W24x94 W12x16 W1 2x16 14' 6 1/2" 4' -6 142" 2' -11 3 6 1/2" W21x62 W12x30 W12x30 W24x94 `\ 11 3/4" ra 111111111111111 IIIIIIl1111111111mi 1111111 L 1 Hi 1, 1‘1 1111111111111 111111 11111111111 1111 IN1111 1 1 11111 h dF/ I III 111, it c 1 1 1 n °I 1 1 1 111111 IIIIrI' :✓ I rdtiI l l r ��., 1 1 = W12x 6 / W12x16 W12x16 L x30 J �t IN 11HHI1n I11111m111111111111 pll 111111111111111111 1 owe, w 2x16 IIIINIIInII 0 11111!!111 INN11111111 rimig ID �► +Bra - IIIn11! 11 iI ` - - X - � i I,,n._._,I i 1 p Ir -q` . � r, r ^T I 111 ..�� i 11111 1111111111mm III iMillii i u1111111m1nn111i11nn 11MI11111111 IN ul11111 IIIIP Pall NI II I 11 u lmnannlNnrrm IN 1 nmumu / .1111.1x.1 11n nnn I In N M 11111 I _ I I .I I�,. n�.. 111111111111111IIIIININI IIIIIlIIIIIII ./i 1111[INIII m p F I 11Da 1• r• "7111'91' r rr 11 :1 Illlmlll 11111111111111111 1.�HIIJIINIIIIIIIIIIIIILQIf IM11...r,..! 11111111�IIIIflllllllllllllJl111 (IIIIIIII 1111111: Illlllllllllll./lll 111111111111111_el I I �.,_.u.. 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OPENINGS W/ METAL DECK PER DET. 15/06.0 W21 x62 SIM W24x94 `\ D" 11111EMEMP HAT HED AR1- INOICAT S DIAPHRAGM AREA TO BE 0 TH NED WITH TOP EA4 WELDS ® 24" O.C. FROM (GRID A T 11 11111!!!:1111Iiii0 14 CORNER BEAM 0/ PE TO R RA H MFER TUBE AND WELD TO CHANNELS. x 1/4 CORNER BEAM W/ 0 MATCH SCREEN FRAME. TUBE AND WELD TO CHANNELS. CITY OF fC;!':•K:U, 110 Til MAY 3 0 31r1 TS6 x 3 x 1/4 CORNER BEAM W/ SLOPE TO MATCH SCREEN FRAME. CHAMFER TUBE AND WELD TO CHANNELS -TS6 x 3 x 1/4 CORNER BEAM W/ SLOPE TO MATCH SCREEN FRAME. CHAMFER TUBE AND WELD TO CHANNEL. NOTE: THE W24x94 & W21x62 BEAMS ALONG GRIDS 8, C, & D USED FOR THE FIRST SPAN SHALL BE 65' LONG AND CANTILEVER 5' PAST GRID 3. REFER TO DET. 6/56.2. ALL OTHER W24x94 & W21x62 SHALL , BE SPLICED AT COLUMN LOCATIONS PER DET. 3/56.0. 0 1 3/4 so' -o" XIST. ROOF FRAMING, TYP. W12x30 CANTILEVERED BEAMS, TYP. U.N.O. AROUND PERIMETER. REFER TO 3/56.2 21' -2 1 60' - O" 60' - 0° 1 Q ROOF FRAMING LAYOUT SCALE: 1/8 = T' -0' 60'LO" 60 -0" REID MIDDLETON, INC. ENGINEERING 111 MAIN )TREET, SUITE 106 EDMQNDS, WASHINGTON 98020 PHONE (425) 778 -SORT FAT (420 778 -5536 ride th'e I q w e st, QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 A TTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER 99162 DRAWN BY' SCK SEMECOMMINEMEMMEM CCC CIEMIMESEIMBEIMMI 05.16.2000 PERMIT 100% 05.26.2000 05.30.2000 REVISION REVISION I DIPso5: 9/5/2001 I ©AI dra x, gs and wr tten �fer'al nla ned W eren m y nct be censente o, sed o sclosetl CONSTRUCTION SET QWEST COMMUNICATIONS SEATTLE TRANSPORT CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 ENLARGED ROOF PLANS 55.0 O DETAIL NOT USED 5 SCALE 1" = 1' -0" BEAM PER PLAN 1 4 SECTION SCALE: 1' = 1' -0' GREATER THAN 3" NOTES: BEAM PER PLAN ANY CONCENTRATED LOAD (OVER 75 #) OF PANELPOINT 1/8 1. THE TOTAL OF CONCENTRATED LOADS SHALL NOT EXCEED 800# PER JOIST. 2. THIS DETAIL IS TO BE USED ONLY WHEN IT IS IMPOSSIBLE TO LOCATE CONCENTRATED LOADS AT PANEL POINTS. PROVIDE (2) —L2 x 2 x 1/8" STIFFENERS (NEAR SIDE AND FAR SIDE) AT CONCENTRATED LOADS EXCEEDING 3" FROM A PANEL POINT. 3. CONTRACTORS SHALL VERIFY THIS LOAD IS NOT EXCEEDED PRIOR TO HANGING WEIGHT OFF OF STEEL JOISTS OR CONTACT CG ENGINEERING FOR WT. VERIFICATION 4. ADDED ANGLES AND WELDS ARE TO SUPPLIED AND INSTALLED BY WABO CERTIFIED WELDERS. 5. TRAPEZE HANGING SYSTEM BETWEEN ANY PANEL POINTS IS ACCEPTABLE. O TYPICAL STEEL JOIST REINF. AT CONCENTRATED LOADS DETAIL 1 SCALE NTS PL 3/8 x 4 1/2 x 0' -9" PL 3/8 x 4 1/2 x 0' -9" W/ (3) -3/4 "6 BOLTS 1 1/2 ` 3" COPE FLANGE W/ (3) -3/4 "4 BOLTS AS REQ'D. SECTION 1/2" GUSSET PLATE WT BRACE PER PLAN O SECTION 6 SCALE: 1' = 1' -0' BEAM PER PLAN 1 4 SCALE: 1' = 1' -0" TYP. EA. GREATER THAN 3" END OF L ANY SUSPENDED CONCENTRATED LOAD (OVER 75 #) COLUMN BEYOND —,, 1/2" END PLATE, TYP. BEAM PER PLAN 1 1/2" COPE FLANGE AS REQ'D. BEAM PER PLAN 1/2" /4 I I I CLIP L5 x 5 x 5/16" X 0' -5" LONG Al Al SECTION A -A SECTION Al -Al SIMILAR BEAM PER PLAN ix PL 3/8 x 4 1/2 x 0' -6" W/ (2) -3/4 "0 BOLTS BEAM PER PLAN 3 16 3 16 O SECTION 12 SCALE 1• = 1'_0• 1/2" 8' -0" MAX. A PLAN — L4x4x3/8" (WELDING REQ'D — SEE SECTION B —B) SUPPORTING MEMBER CONT. 'L' FOR SECTION Al —Al B I I I 2 O TYPICAL DETAILS AT OPENINGS IN METAL DECK SCALE NTS O SECTION SCALE: 1 " = GRATING PER PLAN COPE FLANGE AS REQ'D. BEAM PER PLAN SECTION B — B NOTE TOP FLANGES OMITTED FOR CLARIFY 1/2" GUSSET PLATE TYP. BEAM PER PLAN, BEAM TO BEAM CONNECTION' REFER TO DET. 10, NP. 47 ' = _ r Lew ismor rim ratzi 1 /4I WT BRACE PER PLAN W/ (4) -3/4 "0 BOLTS EACH END OR FIELD WELD, W/ ENGINEER APPROVAL TYP. COL PER PLAN EXIST. JOIST EXIST. JOIST GIRDER SECTION 13 SCALE: 1' = 1'-0'' 1/2" STIFFENER PLATE BEAM PER PLAN FOR CONNECTION REFER TO DEL 10 (2) 3/4 "O BOLTS. USE 1 1/2" END DIST. FROM WEB 1/2" END PLATE, TYP. BOTH ENDS BEAM PER PLAN PL 1/2 X 4 7/8" — EA_ 11:11111111110 x 0' -10 ", TYP. 5 16 1/4V 3 O SECTION SCALE: 1• = 1'—p• 3/8 EXIST. JOIST EXIST. COL. —1/2" GUSSET PLATE ��- MT BRACE PER PLAN 3/ YP. 3/ 16 16 <T , 3 / 16V <DOD. FLANGE WT BRACE PER PLAN TYP. TY EXIST_ 7/8" CAP PL 1/2" GUSSET PLATE 8 O SECTION SCALE 1• = 1._0• SLOT COLUMN, BOTH SIDES TO FIT OVER EXIST. JOISTS 5 16 BACK PLATE SPACER 3 SIDES 3 3 SIDES T P PLATE & TIFFE �/ /EXIST. CAP PL 16 PL.1 /2x9xA W/ (8) -3/4" BOLTS COL. PER PLAN BEARING PLATE 1 x 9 3/4 x 1' -0" DWDDD 13 BEAM PER PLAN 1/2" STIFFENER PLATE N.S. & F.S. BEAM PER PLAN FOR CONNECTION REFER TO DET. 10 NOTE: FOR DETAILS & NOTES NOT CALLED OUT REFER TO DET. 7 L3 A 3 x 3/8 x 0' -5 1/2" 1/2" STIFFENER PLATE, TYP. BOTH SIDES 3 SIDES L TO BACK PL. BAR 3/8 x2 1 (FIELD CUT) 0' -2 3/4 "± EXIST. COL NOTE: THIS DETAIL SHOWS FIELD CONDITION WHERE GIRDER TRUSSES HAVE A GAP OF 2 3/4" WHERE GAP IS 1" OR LESS 3/8" BAR NOT REQ'D WT BRACE PER PLAN 1/2" GUSSET PLATE EXIST. JOIST, FIELD WELD TUBE TO TOP CHORD AND BOTTOM CHORD TO L SEAT. COL. PER PLAN PL 3/8 x 3 x 1' -0" (4) —SIDES CUT, REMOVE & REPLACE EXIST. DECK FOR INSTALLATION OLUMN 3 $ <TYP. N VERTICLE STIFFENER EXTEND WEB TO WALL PANEL TILT —UP PANEL — (1)-3/4"6 HILTI KWIK BOLT ]E 2" TYP. BEAM PER PLAN EXIST. METAL DECK EXIST. JOIST GIRDER EXIST. JOIST 3 1/2' 1/2" GUSSET PLATE WT BRACE PER PLAN BEARING PLATE 1 x 9 3/4" x 1' -0" COL. PER PLAN COPE TOP FLANGE /2" NOTE: FOR DETAILS & NOTES NOT CALLED OUT REFER TO DET. 7 WT5x11 BRACE PER PLAN 1/2" GUSSET PLATE WT BRACE PER PLAN CITY TT 1015,1 0 APPROVE, IIIN0921TO ILR ILU A WT BRACE TO WALL PANEL GRID F LINE 6.5 SCALE: 1' = 1' -0" C ENGINEERING 111 MAIN STREET, SUITE 106 EDMONDS, WASHINGTON 98020 PHONE (425) 778 -8500 FAX (425) 778 -5536 ride the I Qwest. QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445-7225 99162.10 1 SCK I CCC ,. 1 05.16.2000 PERMIT 100% A 05.26.2000 REVISION I D9'NFS: 9/5/X111 O nii drawin and written maser ai conln�nea I nol be tlu �asea o arse seE ',�inout .,rotten � sent of the arcn�tect. J CONSTRUCTION SET QWEST COMMUNICATIONS SEATTLE TRANSPORT CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 IngsmismommEmni DETALS CROOF D E■ A L S & SECTIONS S6.0 3/4" x 6" x 1' -0" W/ (2) - 3/4'0 BOLTS ON 1" NON- SHRINK GROUT TYP. STEEL STUD EACH SIDE OF COLUMN. FASTEN TO COLUMN W/ #10 SELF DRILLERS ® 6" O.C. 3/4" x 6" x 1' -0" WI (2) - 3/4 "0 BOLTS. STEEL STUD EACH SIDE OF COLUMN. FASTEN TO COLUMN WI #10 SELF DRILLERS ® 6" O.C. O WALL DETAIL 8 SCALE I =1' -0' 1 1/2" TYP 1 1/2" TYP TS 6 x 6 COLUMN TS 6 x 6 COLUMN PL 3/8 x 4 1/2 x 0' -6" 1 1/2" 3" W/ (2) -3/4 "0 BOLTS 4 O SECTION SCALE: 1' = 1•_0- A. STUD WALL SAME AS COLUMN B. STUD WALL SMALLER THAN COLUMN BEAM PER PLAN 3 16 3 16 (2) LAYERS 5/8" GYP. STEEL STUDS PER FRAMING NOTES. (1) LAYER 5/8" GYP. STEEL STUDS PER FRAMING NOTES. 1" ELASTOMERIC PAD CI 2x20.7 STRINGER, TYP. W -19 -4 1 x 3/16" STEEL TREAD W/ CHECKER PL. NOSING, TYP. m 3 i 6 TYP. 6= <3 SIDES 3/16V 1" GRATING PER PLAN NOTES FOR CONNECTION REFER DET. 10/56.0 BEAM PER PLAN BEAM PER PLAN EXIST. ROOF DECK 1 O STAIR SECTION SCALE 3/4 = 1'-0 NOTE: A.B. INTO CONCRETE SHALL USE HILT! KWIK BOLT II ANCHOR SYSYEM M/ 5" EMBEDMENT. COPE FLANGE AS REO'D. EXIST. METAL DECK 6 TREADS @ 11 = 5' -6" EXIST. OPEN WEB STEEL JOIST SECTION 5 SCALE: 1 • = TS 6 x 6 x 3/16 COLUMN DETAIL SCALE: 1 1/2' = 1' - 0 1 4 4 EXIST. 8 1/4" P.C. CONC. WALL PL 1 2x10x0' -10" W/ (4) -3/4 "0 HIUT KWIK BOLT II, EMBED 4 3/4 (4)- ALTERNATE HOLE LOCATIONS FOR REINFORCING CONFLICTS BEAM PER PLAN PL. 3/8 x 4 1/2 x 0' -6" W/ (2) -3/4 "0 BOLTS TYP. 1 1/2" STD. PIPE HANDRAIL 1/4" END PLATE L3x3x1 /4x0' -4" NEAR SIDE (2) 3/4 "H A307 BOLTS. W/ WASHERS PLACED IN BOTTOM OF LONG VPRTKIm_ SLOTTED HOLES IN ANGLE. INSTALL FINGER TIGHT FOR SLIDING DURING SNOW LOAD CONDITIONS. 1 1/2" STD. HANDRAIL POST 3/8" GUSSET PLATE 1/4V , x GRATING NOTCH GRATING AT HR POST IF CHANNEL SUPPORTED TYP. HANDRAIL POST DETAIL 2 SCALE.' 1 5/2• = 1' -0 Aj �1 iii_ 1 4 6 C> SECTION SCALE 1 • = TRUSS TOP CHORD LOCK NUT OR DOUBLE NUT TS 6x 6x 3/16 10 O SECTION SCALE: 3 = 1 1/4" 1/4 x 4" x CONT. KICK PLATE WT BRACE PER PLAN W/(4) -3/4 "4 BOLTS EA. END BEAM PER PLAN TS6 x 6 x 3/16" SPACE A 5' -0" O.C. IN WALL NORTH FACE OF COL. TYP. EXCEPT WEST FACE OF COL. Cd GRID 10.3 L4 x 4 x 3/8 3/16 V NORTH FACE OF COL EXCEPT ® GRID. 3 16 VERIFY SECTION 7 SCALE: 3/4" = 1 _0 WT4x5 x 7' -0" TS 3 16 EA. END �3 i6I TY•. . m. e 3 16 • TS4 x 6 x 3/16 x 5' -0" A 1/4" 3 16P' CLEAR OF TS6 x 6 MC10x22 x 5 -2 TYP. (2) PLACES D2cc /3 TYP. 3 1 2" TY. T. BOLTS AL `]11 'En Nil E. MAY 3 O LC,� 4 SE TION S C A L E : 1 = 1 -0 EXIST. 9 1/4" P.C. CONC. SHEAR WALL PL 1/2" x 12" x 1' -6" WI (4) -3/4 "0 HILIT KWIK BOLT II, EMBED 4 3/4" TYP. (4)- ALTERNATE HOLE LOCATIONS FOR REINFORCING CONFLICTS BEAM PER PLAN T PL. 3/8 x 4 1/2 x 1' -3" W/ (5) -3/4 "0 BOLTS TRANSFORMER PER ELECTRICAL CITY UI TUI;Y�II3 44'FRJVtiD DIN U 9 2993 A REID MIDDLETON, INC. ride the 1 EIIIGIP4 ERIVG 111 MAIN STREET, SUITE 106 EDMONDS, WASHINGTON 98020 PHONE (425) 778 -8500 FAX (425) 778 -5536 Qwest. QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 99162.10 SCK CCC 1 05.16.2000 2\ 05.26.2000 PERMIT 100% REVISION (DIE&. 9/5/1001 I oan d.ew� aid .•�tiee mo«.mi e „ea wnno�i one w,�ue" e " <w� or one o a��n�c «i CONSTRUCTION TION SET QWEST COMMUNICATIONS SEATTLE TRANSPORT CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 ROOF DETAILS & SECTIONS monsagimmis S6.1 PROVIDE 1 1/2" STD. PIPE -- HANDRAIL & GRATING AT LOCATIONS WHERE GRATING IS SHOWN ON PLAN. REFER TO 2/56.1 PLATE 3/8 x 6 1/2 x 0' -8 " - '� W/ (4) -3/4 "4 BOLTS. NOTE: FOR INFORMATION NOT SPECIFICALLY INDICATED SEE DETAIL 6, 7, & 8. O DETAIL 9 SCALE: 1' = 1' -0 TS4x 3x 1/4 -- TYP.> 5/16V BEAM PER PLAN NOTE: TENSION PLATE THRU COLUMN NOT SHOWN FOR CLARITY. O SECTION 1 SCALE: 1' = i'_0' 5 O MECHANICAL SCREEN SECTION SCALE: 1/2 = 1' -o J 6 " - -- CANTILEVERED TS PURLINS TYP. CORNER SPANS ONLY WELD BACKSPAN TO ADJACENT FRAME PER DET. 7 s t I AL a / /7" 1. REFER TO DETAIL 3 FOR ADDITIONAL INFORMATION 2. ATTACH L BRACE TO BOTTOM OF 8x8 TUBE WHERE POSSIBLE 3. PROVIDE 3/16" WELD ALL AROUND BETWEEN CANTILEVERED TS PURLIN AND CORNER BEAM. REFER TO PLAN. W12x16 SUPPORT FRAME BETWEEN CANTILEVERS FOR GRATING SUPPORT PER PLAN W/ SHEAR TAB PER DET.'S 10 & 11/56.0 L1 - W12x30 CANTILEVERED BEAMS PLATE 1/4 x 5 x 0' -5" W/ (1) -3/4 "B BOLTS & WASHERS IN SHORT VERTICAL SLOTTED HOLE L BRACE B EACH CANTILEVERED BEAM PER DETAIL 10 A COL. PER PLAN 1/2" x 1 1/2" x 0' 3 (VERIFY) EA. SIDE (4 TOTAL) EXIST. BEARING PLATE COL. PER PLAN EXIST. JOIST GIRDER 1/2" x 4 7/8" x 0' -10" ` r PLATE EA. SIDE BEAM PER PLAN TY 2 O SECTION SCALE: 1• = 1' -0• II rall1111111111Ku . , C12x25 3 16I i MECHANICAL SCREEN SECTION SCALE: 1 /2 = 1' -0 10 O DETAIL SCALE: 1 1/2 = 1' -0 A. PLAN a 1 VARIES 6' -0" --`- EXIST. JOIST & JOIST GIRDER CANTILEVERED TS PURLINS TYP. V CORNER SPANS ONLY WELD BACKSPAN TO ADJACENT FRAME PER DET. 7 1/2" x 3 1/2" x 0' -8" 1/2" PLATE, TYP. BOTH SIDES NOTE: REFER TO DO 1/S6.2 FOR INFORMATION NOT SPECIFICALLY CALLED OUT. NOTE: 1. REFER TO DETAIL 3 FOR ADDITIONAL INFORMATION 2. ATTACH L BRACE TO BOTTOM OF 8x8 TUBE WHERE POSSIBLE 3. PROVIDE 3/16" WELD ALL AROUND BETWEEN CANTILEVERED TS PURLIN AND CORNER BEAM. REFER TO PLAN. B. ELEVATION GIRDER TRUSS O MECHANICAL SCREEN SECTION 3 SCALE 1/2 = 1.-0' ' - - EXIST. JOIST GIRDER NOTE: FIELD INSTALL BRACE AFTER ALL DEAD LOADS ARE PRESENT. S 4x3x3/16 3/16/ TS4 x 7 x 3/16 3 16 O DETAIL 7 SCALE 1 1/2' = 1' -0 W12 BEAM= (2) -SIDES 16 L3 x 3 x 1/4 x O' -5" 3 16 DETAIL 11 SCALE: 1' = 1 -0' i- 24 GA. EXTERIOR METALS SNAP / LOCK PRE - FINISHED PANEL. FASTENED TO FRAME USING BUILDER LOW PROFILE #10 x 1" TEKS METAL ROOF CLIP FASTENERS. INSTALL AT EACH HORIZ. TUBE MEMBER. ,- T.S.4x3x3 /16 / BETWEEN FRAMES 3 16 L TO T.S. L3 x 3 x 1/4 x 0' -3" 0 EACH TS TS 4x3x1/4 r r /- END PLATE 3/8 x 8" 7-L3 x 3 x 0' -3" / W/ 3/4 "0 BOLT \ TYP. EA. SIDE T.S. EXIST. / ATT ATTACH ACH BETWEEN FRAMES FLASHING. PER ARCH. 4 O MECHANICAL SCREEN SECTION SCALE: 1/2 = 1' -0' MECH. UNIT BEAM PER PLAN W24 BM PER PLAN COL'S NOTE: REFER TO DETAIL 3 FOR ADDITIONAL INFORMATION. SHEAR TAB PER DET. 10/56.0 n <F.P. TS COL. BEYOND O DETAIL 8 SCALE: 1• t• = -0• 2 0 0 /3 3 16 L8 x 4 x 7/16 x 0' -5 "J 3 12 O DETAIL SCALE: 1 • = 1' -0 NOTE: - REFER TO DET. 10 FOR INFORMATION. NOT SPECIFICALLY INDICATED. CITY OF 0551751. APPROVED JON 09 20000 May 3 0 2000 ENGINEERING 111 MAIN STREET, SUITE 106 EDMONDS, WASHINGTON 98020 PHONE (425) 778 -8500 FAX (425) 778 -5536 ride the I Qwe st9 QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 99162.10 RLR SEMBEEMIEMEMEMIll CCC 05.16.2000 PERMIT 100%< 05.26.2000 REVISION I DDS: 9 /5 /29m I S6.2 CONSTRUCTION SET QWEST COMMUNICATIONS SEATTLE TRANSPORT CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA.. 98188 EMMEMIMENMINNEM ROOF DETALS & SECTIONS REID MIDDLETON, INC. HVAC GENERAL NOTES 1. THE HVAC SYSTEM FOR THIS PROJECT IS BASED ON THE FOLLOWING CRITERIA ROOF "U' VALUE (BTUH /S.F_ = 0.05 WALL 'U" VALUE (PTUH /S.F.'F) = 0.14 FLOOR "U" VALUE (BTUH /S.F.,) = NA GLASS 'U" VALUE (BTUH /S_F_ = 1.1 GLASS SHADE COEFF. = 0.9 LIGHTING (WATTS /S.F.) = 1.2 MISC. EQUIP. (WATTS /S.F.) = 60 PEOPLE DENSITY (PEOPLE /S.F.) = 1/300 COOLING INDOOR DESIGN TEMP ('F) s 70 (CABINET AREA), 74 (SUPPORT AREA) COOLING OUTDOOR DESIGN TEMP ("F) = 82/66 HEATING INDOOR DESIGN TEMP ('F) = 70 HEATING OUTDOOR DESIGN TEMP Cr) = 24 2. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE HVAC CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. 3. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE 1997 EDITIONS OF THE UNIFORM MECHANICAL CODE, UNIFORM BUILDING CODE, UNIFORM FIRE CODE AND LOCAL CODES AND ORDINANCES. 4. DUCT CONSTRUCTION AND HANGING SHALL COMPLY WITH CHAPTER 6 OF THE 1997 UMC AND WITH CURRENT SMACNA STANDARDS. EARTHQUAKE BRACE ALL DUCTS 28 DIA AND LARGER WHICH ARE SUSPENDED MORE THAN 12" BELOW STRUCTURAL SYSTEM. 5. JOINTS OF MEDIUM AND HIGH VELOCITY DUCT SYSTEMS SHALL BE SEALED WITH GASKETS OR LISTED MASTIC TYPE DUCT SEALANT. 6- DUCTS SHALL BE INSULATED AS INDICATED ON PLANS. - DUCT WRAP, WHERE INDICATED, SHALL BE 2.0' 0.6 LB /CU FT FIBERGLASS DUCT INSULATION WITH A FACTORY APPLIED REINFORCED ALUMINUM FOIL VAPOR BARRIER. - SOUND LINING, WHERE INDICATED, SHALL BE 1' 1.5 LB /CU FT FIBERGLASS DUCT LINING COATED TO PREVENT FIBER EROSION AT VELOCITIES UP TO 4000 FPM. - DUCT BOARD, WHERE INDICATED, SHALL BE 1" RIGID FRK FACED El 475 FIBERGLASS DUCT BOARD SYSTEM, UL 181 LISTED AS A CLASS 1 AIR DUCT. 7. FLEXIBLE DUCTS SHALL 60N515T OF A REINFORCED VAPOR BARRIER, 1 1/2" FIBERGLASS INSULATION, AND NON - PERFORATED INTERIOR LINER WITH WIRE HELIX. DUCT SHALL BE A UL 181 LISTED CLASS 1 AIR DUCT. FLEXIBLE DUCTS SHALL ONLY BE USED WHERE SHOVM AND SHALL NOT EXCEED 12' IN LENGTH UNLESS NOTED OTHERWISE. 8, PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN ACCORDANCE WITH SECTION 16 OF THE 1997 UBC. 9. PROVIDE FIRE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 7 OF THE 1997 UBC. PROVIDE CEILING FIRE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 7 OF THE 1997 UBC. INSTALL FIRE DAMPERS AND CEILING FIRE DAMPERS IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, THE TERMS OF THEIR LISTING, AND THE REO'BENT.S OF THE CODE. 10. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. 11. PROVIDE SUPPLY DUCT SMOKE DETECTOR AUTOMATIC SHUT DOWN OF ALL HEATING, COOLING, ORvENTILATION EQUIPMENT DELIVERING IN EXCESS OF 2000 CFM IN ACCORDANCE WITH SECTION 6 OF THE 1997 UM, POWER WIRING AND INTERLOCK WIRING WITH THE BUILDING FIRE ALARM SYSTEM IS BY THE ELECTRICAL CONTRACTOR. 72. HVAC EQUIPMENT, VALVES AND DAMPERS SHALL BE LOCATED IN EASILY'ACCESSIBLE LOCATIONS. UNLESS SHOWN ON ARCHITECTURAL DRAWINGS,'REQUIRED ACCESS PANELS SHALL BE PROVIDED BY THE HVAC CONTRACTOR AND INSTALLED BY THE GENERAL''. CONTRACTOR. 13- HEAT TRACING OF PIPING, WHERE INDICATED, SHALL BE PROVIDED AND INSTALLED BY THE HVAC CONTRACTOR. THE HVAC CONTRACTOR IS TO COORDINATE THE HEAT TRACE POWER WIRING WITH THE ELECTRICAL CONTRACTOR. 14. ALL. MOTOR STARTERS NOT LISTED. AS BEING PROVIDED IN THE HVAC EQUIPMENT SCHEDULES ARE TO BE PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 15. ALL EXISTING AC UNITS, FANS, RELIEF HOODS, DUCTWORK, AND T'STATS SERVING THE IP CABINET AREA ARE TO BE DEMOLISHED BY THE MECHANICAL CONTRACTOR. SALVAGE REQUIREMENTS PER THE OWNERS DISCRETION_ MANUFACTUER 8 MODEL NUMBER HVAC ABBREVIATIONS ABBY FULL NAME ABBY FULL NAME ABBY FULL NAME A COMPRESSED AIR LINE ESP EXTERNAL STATIC PRESSURE NCM NOMINAL AC AIR CONDITIONING UNIT Doi EXHAUST OA OUTSIDE AIR AFT ABOVE FINISHED FLOOR EXTR EXTRACTOR OBD OPPOSED BLADE DAMPER BDD BACKDRAFT DAMPER FD FIRE DAMPER OD OUTSIDE DIMENSION BDD. BOTTOM OF DUCT FLA FULL LOAD AMPS RA RETURN AIR BOTT BOTTOM FOB FLAT ON BOTTOM REG REGISTER (GRILLE WITH DAMPER) BTU BRITISH THERMAL UNITS FOT FLAT ON TOP RED, REQUIRED BTUH BRITISH THERMAL UNITS PER HOUR G GAS LINE RID ROUGH IN ONLY BWG BOTTGM WALL GRILLE GALV GALVANIZED SA SUPPLY AIR BOOR BOTTOM WALL REGISTER GC GENERAL CONTRACTOR SL SOUND LINING CAP CAPACITY GPM GALLONS PER MINUTE SM SHEET METAL CFM CUBIC FEET PER MINUTE GR GRILLE SP STATIC PRESSURE CHWR CHILLED. WATER RETURN GWB GYPaltA WALL BOARD STL STEEL CHWS CHILLED WATER SUPPLY HG HOT GAS LINE SUC SUCTION LINE COMB COMBUSTION HP HORSE POWER SUSP SUSPENDED CONN CONNECT HOUR HOT WATER RETURN TOD TOP OF DUCT GYM CONDENSER WATER RETURN HY5 HOT WATER SUPPLY Tv TURN VANES COOS CONDENSER WATER SUPPLY ID INSIDE DIMENSION TWG TOP WALL GRILLE DB DUCT BOARD LIO LIQUID LINE TAR TOP WALL REGISTER DIFF DIFFUSER M-M MACDONALD- MILLER TYP TYPICAL OMER DAMPER MBH ONE THOUSAND BTUH UND UNLESS NOTED OTHERAISE ON DONN MCA MINIMIM CIRCUIT AAPACITY VD VOLUME DAMPER EC EGGCRATE .MIN milliMIM VOLTAGE PHASE 8 DUCT DIAMETER EER ENERGY EFFICIENCY RATIO. MT MOUNT ELEV ELEVATION ki IA MAKE -UP AIR. NOTES DAMPER SYMBO DESCRIPTION '. LEGEND SYMBOL DESCRIPTION V Yz HOUR VICAL. COMBMATIO FIRE /SOKEDAMPER A CLASS II, GREE MODEL FSD N -22 O EQUAL CUSS I,. GREENHECK MODEL FSD -33 OR EQUAL <>.' : » - 185 HOUR VERTICAL COMBINATION FIRE /SMOKE,DAMPER ^ Z HOUR HORIZONTAL MBINATION FIRE /SMOKE DAMPER C1A55 11, GREENHECK MODE fSD -22 OR EQUAL V 0 HOUR HORIZONTAL 00E0 0 AT - 3 F E0 60 DAMPER O CLA55 I, GREENHECK MODEL FSD -33 DR EQUAL 60000088266000088006 COMBINATION FIRE /SMOK8 E CUSS II, GREENHECK MODEL MT-Tr OR EQUAL V F CfA55 I, VE GREENHEOMB V 3 HOUR RTICAL CINATION FIRE /SMOKE DAMPER CK MODEL FSD -28 OR EQUAL V HOUR HORIZONTAL COMBINATION FIMOKE MPER G CLASS I, GREENHECK MODEL FSD -28 OR RE /S EOUPL DA VERTICAL SMOKE DAMPER CUSS II, GREENHECK MODEL SAND -22 OR EQUAL V VERTICAL SMOKE DAMPER 1 CUT I GREENHECK MODEL SAND -33 OR EQUAL t DA >I DUCT ACCESS - BY MECHANICAL CONTRACTOR ® ACSS OR - 18 x 8" MINIMUM THROUGH '300'0 AD C - BY GEN CONTRACTOR llh HOUR CURTAIN SANE VERTICAL FIRE DAM006 FD tY GREENHECK DFp -15093 OR EOUPL "ED lY 1V5 HOUR CURTAIN STYLE HORIZOMPL 660 0AM000 GREENHECK OFD -15093 OR EQUAL V^ 3 HOUR CURTAIN STYERTICAL 860 DAMPE8 FD 3 GREENHECK DFD -35093 LE OR V EQUAL V 3 HOUR CURTAIN ST 0 0 HDRIZOMAL FIRE 600008 HFD 3 GREENHECK DFD -35593 OR EQUAL V CEILING RADIATION DAMPER FD 1 GREENHECK CRD -60 OR EQUAL ""' &1CKDRAR DAMPER HORIZ MT W" 8080 800088 BDD 1 GREENHECK ES -10 OR EOVAL } .. BACKDRAFT AMPER VENT MT ITH 0080 "0"W OW BDO 'c�'�t'x< GREENHECK D ES -30 OR EQUAL W BAROMETRIC 8EL DAMPER (.05 OPNG PRESSURE SHOWN) BAR O RUSKIN CBD2 OR IEF EQUAL MOTORIZED CONTROL DAMPER VCD -33 OR EQUAL \/ " /�" �" GREENHECK MODEL VCD- 23/ K K J`60t''t FIRE LIFE - SAFETY MOTORIZED CONTROL 0AMPE8 �// GREENHECK MODEL VCD -33 OR EQUAL VOLUME DAMPER VD SHOP FABRICATED WITH LOCKING QUADRANT GENERAL NOTES: (D &E, FIRE DAMPER REQUIREMENTS: STREAM. ON MECUM PRESSURE DUCTS - BLADES FUSIBLE OUT OFLIAIRNK - - CLAS �ssil DUCT DESCRIPTION SYMBOL LEGEND DESCRIPTION SYMBOL BARE SHEETMETAL 16/12 SM ROUND SHEETMETAL WRAPPED W/ INSULATION (1') 1268 SOUNDLINE SHEETMETAL (1 LINING) WA SLSM FLEX DUCT 120 SHEETMETAL WRAPPED W/ INSULATION (1') 14/12 0688 00008893RD (1" FIBERGLASS) 14/12 DB X=MC6 FLEX CONNECTOR BARE ROUND SHEETMETAL 126 DIFFUSER /GRILLE SCHEDULE SYMBOL MANUFACTUER 8 MODEL NUMBER SIZE TYPE NOTES TITUS MCD AS NOTED SURFACE MT DIFFUSER (D &E, TITUS BCD AS NOTED LAY IN IR DIFFUSER CFM TITUS FLOWBAR FL AS NOTED SLOT DIFFUSER SL PLENUM BY MM X=MC6 TITUS 300 RL AS NOTED DOUBLE DEF. SA GRILLE ,ON, TITUS 350 ZFL AS NOTED SURFACE MT RET /EXH ALUM, WIT: OBD /151ZE CFM TITUS 350 ZRL AS NOTED SURFACE MT RET /EXH STEEL, WITH ORD E D TITUS BR 12/24 PERF RETURN /EXH FRAME. PER CEILING TYPE \I TITUS 8R 24/24 PERF RETURN /60H FRAME. PER CEILING TYPE POWERED DAMPER SCHEDULE UNIT NO FSD -1 FSD -2 F50 -3 FS0 -4 FSD -5 F5D -6 F50 -7 F50 -8 GREENHECK CFSD -22 (TUNNEL MT) GREENHECK CFSD -22 (TUNNEL MT) FSD -9 FSD -10 FSD -11 FS0 -12 FSD -13 FSD -14 FSD -15 FSD -16 FSD -17 FSD -18 A FSD-19 MD -1 MD -2 MD -3 MD -4 MD -5 MD -6 MD -7 MO -8 MO -9 MO -10 MO -13 MD -14 MD -15 MD -16 LO-19 MD-20 DAMPER STY' E A MD -11 MD -12 /93-17 M)-18 MFG 8 MODEL NO GREENHECK CFSD -22 (TUNNEL MT) CREENHECK CF50 -22 (TUNNEL MT) GREENHECK CFSD -22 (TUNNEL M1) GREENHECK FSD -22 (VERTICAL MT) GREENHECK FSD -22 ( VERTICAL MT) GREENHECK FSD -22 (VERTICAL MT) GREENHECK FSD -22 (VERTICAL MT) GREENHECK CFSD -22 (TUNNEL MT) GREENHECK CFSD -22 (TUNiN =! MT) GREENHECK FSD -22 (VERTICAL MT) GREENHECK FSD -22 (VERTICAL MT) GREENHECK FSD -33 ( VERTICAL MT) GREENHECK F50 -22 (VERTICAL MT) GREENHECK FSD -33 (008TICAL MT) GREENHECK FSD -22 ( VERTICAL MT) GREENHECK FSD -22 (VERTICAL MT) GREENHECK FSD-22 (VERTICAL MO) GREENHECK vCD-33 GREENHECK VCD -33 GREENHECK VC0-33 GREENHECK VCD -33 GREENHECK VC0-33 GREENHECK VCD -33 GREENHECK VCD -33 GREENHECK VCD -33 GREENHECK VCD -33 GREENHECK VCD -33 GREENHECK vCD-33 GREENHECK VCD -33 GREENHECK VCD -33 GREENHECK VCD-33 GREENHECK VC0 -33 GREENHECK VCD -33 GREENHECK V00-33 GREENHECK VCD-33 GREENHECK VCD-33 GREENHECK VCD-33 ,NEW 2,3,NEW 2,NEW 2,NEW NOTES FIRE /SMOKE DAMPER - TWO POSITION WITH SPRING RETURN - FIRE RATING, LEAKAGE CLASS, AND BLADE STYLE AS LISTED IN MODEL NUMBER - OPEN WHEN BLDG IN NON FIRE ALARM MODE, NORMALLY (SPRING) CLOSED /POWERED OPEN - 165F LINKAGE TEMPERATURE (ONO) - 120V DAMPER ACTUATOR, MODEL MA -418 OR MA -230 (0.3A) BASED ON TORQUE RED'S FOR DAMPER SIZE, LOCATED EXTERNAL TO DAMPER SLEEVE (ONO) - INTERLOCK WITH FIRE ALARM SYSTEM BY FAC 2. MOTORIZED CONTROL DAMPER - 24V DAMPER ACTUATOR, LOCATED EXTERNAL TO DAMPER SLEEVE (ONO) - DAMPER ACTUATOR BY CONTROLS CONTRACTOR CABLE CONNECTS TO CL OF TRUSS PANEL POINT (TYP) AQP" IV 2x Y. FLATBAR CINCH STRAP ALL AROUND 7x19 GALV AIRCRAFT CABLE NOM 7001b STR PROVIDE LATERAL SUPPORT TO 60n DUCT ® EVERY 30' OF DUCT RUN, 0 ENDS, & ® ETHER SOE OF BENDS N LATERAL BRACING DETAIL ® 600 DUCT SCALE OTES 2, NEW UNIT NO RTU -1 RTU -2 RTu-3 RTU -4 RTU-5 RTU-6 RTU -7 AREA SERVED COMPUTER RACKS COMPUTER RACKS COMPUTER RACKS COMPUTER RACKS COMPUTER RACKS COMPUTER RACKS COMPUTER RACKS COMPUTER RACKS COMPUTER RACKS SXHGC904 RTU -10 COMPUTER RACKS SXHGC904 RTU -11 SUPPORT AREA TCO330A4 RTU-12 RTU -13 RTU -14 COMPUTER RACKS COMPUTER RACKS COMPUTER RACKS RTIt -17 TRANS MODEL NO //�� RTU 15 COMPUTER RACKS SXHGC904 /2� RTU -16 SWITCH GEM AREA TC060064 PACKAGED ELEC /ELEC AIR CONDITIONING UNIT SCHEDULE NOM TONS HEA INC KW STG CFM ESP FAN HP OA EER / ELECTRICAL 161 NOTES 9.6/11.5 9.6/11.5 9.6/11.5 9.6/11.5 9.6/11.5 9.6/11.5 9.6/11.5 9- 6/11.5 9.9/11.2 9.6/11.5 9.6/11.5 9. 6/11.5 9.6/11.5 8.6/8.9 8.6/8.9 460/3 460/3 460/3 460/3 460/3 460/3 460/3 460/3 460/3 460/3 460/3 460/3 460/3 330 330 330 330 330 330 330 330 460/3 78 460/3 330 330 330 330 128 128 18000 18000 18000 16000 18000 18000 5000 18000 16000 18000 18000 6245 6245 2000 330 18000 1.2.3.4.5.6.8.9 SKHGC904 90 45000 8D 2000 9.6/11.5 330 18000 1.2.3.4.5.6.8.9 CFM IPLV VOLT/P6 MCA LBS 460/3 2000 9.6/11.5 460/3 80 80 SXHGC9 SXHGC90 9 SMGC904 SXHGC9U4 SY.HGC904 SKHGC904 SXHGC904 2000 2000 4800 1.2.3.4.5.6.8.9 1,2.3.4,5.6.8.9 1.4.6.7.9 2000 200D 2000 1.2.3.4.5.6.8.9 1:2.3.4.5,6.8.9 1.2.3.4.5.6.8.9 BO 80 80 SXHGC904 SXHGC904 SXHGC904 TCD600A4 90 90 90 90 90 90 90 90 90 27 90 90 90 90 45000 45000 45000 45000 45000 45000 45000 45000 45000 8300 45000 45000 45000 45000 2.0" 2.0" 2.0" 2.0" 2.0" 2.0" 2.0" 80 80 80 80 80 80 80 7.5 80 50 - - 20000 1.7 20 2970 50 - - 20000 1.7 20 2970 200D 18000 1.2.3.4.5.6.8.9 2000 1.2.3.4.5.6.8.9 2000 2000 2000 1.2.3,4.5.6.8.9 1.2.3.4.5.6.8.9 2000 1,4,6,9.10.1EW 1.4.6,9.10,NVW RTU -8 RTU-9 SWITCH GEAR AREA NOTES: EMERGENCY POWER AND DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR 2. PROVIDE WITH 100% 200008TING EXHAUST (40 HP). STAT1T6AC BOLDING PRESSURIZATION CONTROLS, HIGH EFF FILTERS, VAV SUPPLY AIR CONTROL, WO'S WITH BYPASS AND INPUT LINE REACTORS, HOT GAS BYPASS, MOH EFF MOTORS, EXTENDED GREASE LINES, ACCESS DOORS, TRANS COMMUNICATIONS INTERFACE 3 ECONOMIZER OPERATION NOT REQUIRED DUE TO INCREASED ENERGY USAGE FOR BUILDING (W5EC SECTION 1433.8. EXCEPTION 1.13) 4. PROVIDE WITH MASON R5C SPRING ISOLATION CURB (2" DEFLECTION) WITH ACOUSTICAL PACKAGE 5. PROVIDE 12" TALL 58 EXTENSION ABOVE SUPPLY AIR OPENING (84/45) FOR MOUNTING OF 156120101860ION UNITS 6. PROVIDE SUPPLY AIR DUCT SMOKE DETECTORS_ SHUTDOWN WIRING BY FIRE ALARM CONTRACTOR 7. PROVIDE WITH 2 -STAGE EXHAUST (2 0 1 HP), HIGH EFF FILTERS, ECONWIZER. VAV SUPPLY AIR CONTROL, VFD'S WITH BYPASS AND INPUT LINE REACTORS, HIGH EFF MOTORS. EXTENDED GREASE LINES, ACCESS DOORS. TRANS COMMUNICATIONS INTERFACE 8. METAL SUPPORT STRUCTURE BELOW UNITS AND UNIT SCREENING BY GENERAL CONTRACTOR PAINT UNITS TO COLOR AS SPECIFIED BY ARCHITECT TO MATCH SCREEN WALL PROVIDE WITH HIGH EFFICIENCY FILTERS, 0-25[ MANUAL 056 DAA PER, CONSTANT VOLUME. DOAN DO, FLOW CONFIGURATION AM NO lOAT, A\ EXHAUST FAN SCHEDULE UNIT NO. EF -1 EF -2 EF -3 EF -4 EF -5 SERVICE AND LOCATION SUPPORT AREA ELECTRICAL ROOM UPS ROOM BATTERY ROOM TRANSFORMER RM. MANUFACTURER 8 MODEL N0. GREENHECK G8 -180 -3 GREENHECK GB- 200 -20 GREENHECK GB- 360 -50 GREENHECK GB- 260 -20 GREENHECK GB- 420-50 TYPE MUSH MUSH MUSH MUSH ROSH CFM 2290 4500 12000 6500 16000 ESP 0.5 0.75 0.75 0.75 0.5 VOLT/ PHASE 120/1 460/3 460/3 460/3 460/3 RPM HP 794 1029 571 667 457 1/3 5 BOG WT/ LBS 101 120 320 240 331 NOTES 1.2.4.6.6E9 1,2,4,7 1 .2,4.7 1,2.3.4.5 1.4.8.9.1EW NOTES: 1. MOTOR STARTER BY MECHANICAL CONTRACTOR 2 UNIT REQUIRES DISCONNECT AND EMERGENCY POWER BY ELECTRICAL CONTRACTOR 3. UNIT REQUIRES MANUAL SHUTOFF INSIDE ROOM BY ELECTRICAL CONTRACTOR PROVIDE WITH ADJ. DRIVES, BOO, BS. ROOF CURB BY mm 5. FAN 'TO OPERATE. CONTINUOUSLY TWO POSITION DAMPER WITH SPRING RETURN (ONO) 6. START /STOP OPERATION DURING OCCUPIED HOURS BY CONTROLS CONTRACTOR A RICAL CONTRACTOR TO INTERLOCK MOTORIZED O81PER TO EF -5. MOTORIZED DOPER TO A 7. T'SEAT (SET AT 90 DEG F, 0T AT 48" OFF). PROVIDED BY CONTROLS CONTRACTOR OPEN WHEN EF -5 IS ENERGIZED. 8. INTERLOCK TO LINE VOLTAGE. T'STAT BY ELECTRICAL CONTRACTOR. T BY MECHANICAL CONTRACTOR. TRANSFORMER A T ON AT 70 DEG F OR ABOVE d OFF AT 140 DEG FOR ABOVE: T HONEYWE _ /777511027 OR EQUAL. 9. ELECTRICAL CONTRACTOR TO INTERLOCK MOTORIZED DAMPER MD-17 TO EF-5. A DRAWING SHEET INDEX SHEET NUMBER DESCRIPTION SHEET NUMBER DESCRIPTION 680.1 680.2 M2.1 682.2 682.3 HVAC SCHEDULES AND GENERAL NOTES M2.. HVAC SCHEDULES AND DETAILS 682.05 PARTIAL FLOOR PLAN - WEST - HVAC 112,06 PARTIAL FLOOR PLAN- CENTRAL - HVAC 683.1 PARTIAL FLOOR PLAN - EAST - HVAC PARTIAL ROOF PLAN - WEST - HVAC PARTIAL ROOF PLAN - CENTRAL - HVAC PARTIAL ROOF PLAN - EAST - HVAC DETAILS - HVAC DDDD 3 MacDonald Miller Company, Inc. 7717 Detroit Ave. S.W. Seattle. Wa 98106 -1903 Phone: (206) 763 -9400 Fox: (206) 767 -6773 vv e S to iimmomminsammisim QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, ,BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MA1DESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 D- 0935 - 1091291 -00 DRAWN BY '. D. NEHREN EUREUXEMSEMEMIIII D. NEHREN NO DATI ISSUE 0 A . 05 -01 -00 • 05 -04 -00 . PHASE II REVISION • PHASE III REVISION asomossaimemnam O All drnwmgs o tl yr iten ierAl ninmetl hrren nn not be dupUCnted, s d or tlisclased w;rhout the written consent OF the nrchiiect. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA. WA. 98188 QWEST, CYBERCENTER' SCHEDULES S LEGENDS HVAC ISSUED FOR CONSTRUCTION M. C-- CONTROLS /RESPONSIBILITY MATRIX VAV TERMINAL BOX SCHEDULE VAV TERMINAL BOX SCHEDULE d'#// MacDonald 7717 Seattle, ride - '. Q vvest MillMil /��n� ()WEST 13952 PARKWAY, OLDENI GOLDEN ATTN. PHONE: B FAX P D- 0935 DRAWN D NEHREN. CHECKED D. NEHREN NO Q j -- py� Cpn OIIE Deyy lrOlt yy Wa Phone: (206) Fax: (206) e - ST C O M DENVER CO F R E D (303) (303) NUMBER: - 1091291 -00 B Y BY DATE. 05 -01 -00 C of �' � / � // Miller p y,� In �J. Ave. S.W. C 98106 -1903 763 -9400 767 -6773 r l ). " n t 1 - + -> ' M U N ICATIO N S f� VV '., WEST /E ST BUILDING 5 3 80401 �` MAID ES I L 445-7130 445-7225 ISSUE . PHASE 4 REVISION S/G s " 9ti o9AL t DESCRIPTION EMS SS TC NON EMLS T'STATINTERLOCN 24 HROTHER PROVIDED BY INSTALLED BY POKER WIRING Br CONTROLS WIRING BY NOTES UNIT NO. TRANS MODEL NO. INLET SIZE TOTAL CFM VALVE MAX CF M MIN HEATER kWa DT CFM VOLT /PH STGS FAN HP VOLT /PH NOTES SPD UNIT NO. TRANS MODEL N0. INLET SIZE TOTAL CFM VALVE CFM MAX MIN HEATER kW A DT CFM VOLT /PH STGS FAN HP VOLT /PH NOTES SPD AIR HANDLING UNITS - OCCUPIED AREAS - - - - L1C MC EC CC 9.15.16.18.21 n \ / ;:g 151 - 3 .4 v V C CCE 42 vCCE 42 16 16 3150 4200 3150 4200 630 630 630 - - - - - - - 3,4 003 VCCE 42 16 4200 4200 630 - - - - - - HUMIDIFIERS • - - - - - - - - - MC kC MC MC EC CC 20 ExHAUST FANS - OCCUPIED AREAS ExHAUST FANS - ELECTRICAL ROOM • - - - - - - - - - 6 L1C MC MC MC EC EC CC EC 17 1,16,1] /N / \ 52 153 42 VCCE 42 16 16 3150 3150 3150 3150 630 630 - - - - - - - - - - - - - 3 4 - 3 4 005 005 VCCE 42 VCCE 42 16 I6 4200 4200 4200 4200 630 630 - - - - - - - - - - - - - 3.4 - 3 4 FANS - UPS ROOM VAV S - - _ _ kIC EC CC '0 '6 1] 155 VCCE 42 16 3150 3150 630 _ - _ - _ - _ - _ - _ - _ - 3.4 008 VCCE 42 i6 4200 oo 4200 630 _ - _ - _ - _ - _ - _ - _ - 3,4 ISCELLANEOUS ITEMS EQUIPMENT MOTORS - - - - - - LTC MC EC CC 156 157 VCCE 42 VCCE 42 i6 6 1 RS ;;R 3160 3150 630 630 - - - - - - - - - - - - - 34 - 3 4 009 010 VCCE 42 VCCE 42 16 16 4200 4200 4200. 4200 630 630' - - - - - - - - - - - - - 3.4 3'4 MAGNETIC MOTOR STARTERS (AUTO OR MANUAL CON - - - - - - .e MC EC CC T58 VCCE 42 18 3150 630 - - - - - - - 3 4 011 VCCE 42 16 4200 4200 630 - - - - - - - 3,4 DI V 15 DAMPER DIVISION 15 LINE VOLTAGE T•STATS - - - - - - - - - - - - CC /MC CC CC /MC EC EC EC CC CC 160 161 VCCE 42 VCCE 42 16 16 3150 3150 3150 3150 630 630 - - - - - - - - - - - - - 3,4 - 3.4 013 014 VCCE 42 VCCE 42 16 16 4200 4200 4200 4200 630 630 - - - - - - - - - - - - - 3,4 - 3.4 DOC CONTROL SYSTEM (L QN VOL t AGE) FIRE DAMPERS - - - - - - - - - - - - CC MC CC MC EC - CC - 162 163 VCCE 42 VCCE 42 16 16 3150 3150 3150 3150 630 630 - - - - - - - - - - - - - 3 4 - 3,4 015 016 VCCE 42 VCCE 42 16 16 4200 4200 4200 4200 630 630 - - - - - - - - - - - - - 3,4 - 3,4 FIRE / SMOKE DAMPERS - - - - - - MC MC EC EC 164 VCCE 42 16 3150 3150 630 - - - - - - - 3 4 017 VCCE 42 16 4200 9200 630 HEAT TRACING CRANE PICKS - - - - - - - - - - - - MC MC MC - EC - - - 165 166 VCCE 42 VCCE 32 16 14 3150 3150 5150 3150 630 480 - - - - - - - - - - - - - 3 4 - 3 4 018 019 VCCE 42 VCCE e2 16 16 4200 4200 4200 4200 630 630 - - - - - - - - - - - - - 3,4 - 3,4 VARIABLE FREQUENCY DRIVES (VFD'S) PROVIDED ALL OTHER vFO'S - - - - - - - - - - - - MC CC MC CC EC EC CC CC 187 168 VCCE 42 VCCE 42 16 16 3150 3150 3150 3150 630 630 - - - - - - - - - - - - - 3 4 - 3,4 020 021 VCCE 42 VCCE 42 16 16 4200 4200 4200 4200 630 630 - - - - - - - - - - - - - 3,4 - 3.4 DUCT SMOKE DETECTORS (SHUTDOWN OF MECHANICA OTHER SMOKE DETECTORS - - - - - - - - - - - - CC EC CC EC EC EC FAC EC 18 / 169 170 VCCE 42 VCCE 42 16 16 3150 3150 3150 3150 630 630 - - - - - - - - - - - - - 3 4 - 3,4 022 023 VCCE 42 VCCE 42 16 16 4200 4200 4200 4200 630 630 - - - - - - - - - - - - - 3,4 - 3,4 LOUVERS (50% FREE AREA MIN) ATTACHED TO DUC LOUVERS (50% FREE AREA MIN) INSTALLED INTER - - - - - - - - - - - - kIC 1., MC MC - - - - 17 17 171 172 VCCE 42 VCCE 42 16 18 3150 3150 3150 3150 630 630 - - - - - - - - - - - 3,4 /1\ A I 024 025 VCCE 42 VCCE 42 16 16 4200 4200 4200 9200 630 630 - - - - - - - - - - - - - 3,4 - 3,4 ALL OTHER LOUVER�50% FREE AREA MIN) GRATES (75% FREE AREA MIN) - - - - - - - - - - - - GC GC GC GC - - - - t7 173 174 VCCE 42 VCCE 42 16 16 3150 3150 3150 3150 630 630 - - - - - - - - 3 4 026 027 VCCE 42 VCCE 42 16 16 4200 4200 4200 4200 630 630 STRUCTURAL STEEL R SUPPORTS (` ROOFTOP MECH EQUIP METAL CURBS EL _ - - _ _ _ = GC MC GC MC = = 175 176 VCCE 42 VCCE 42 18 16 3150 3150 3150 3150 630 630 - _ - - - - - 3.4 - 3 4 028 029 VCCE 42 VCCE 42 16 16 4200 4200 4200 4200 630 630 - - - - - - - - - - - - - 3,4 - 3,4 CONCRETE HOUSEK,EEPI NG PADS LEVEL GENERATOR MUFFLER AND SILENCER - - - - - - GC EC GC EC - - 177 178 VCCE 42 VOCE 42 16 18 3150 3150 3150 3150 830 630 - - - - - - - - - - - 3,4 - 3.4 030 031 VCCE 42 VCCE 42 16 16 4200 4200 4200 4200 630 630 - - - - - - - - - - - - - 3,4 - 3,4 GENERATOR ExHAUST PIPING GENERATOR FUEL TANK - SKID MT TANK - - - - - - - - - - - - EC EC EC EC - - - - 179 180 VCCE 42 VCCE 42 16 16 3150 3150 3150 3150 630 630 - - - - - - - - - - - - - 3.4 - 3,4 032 033 VCCE 42 VCCE 42 16 16 4200 4200 4200 4200 630 630 - - - - - - - - - - - - - 3,4 - 3.4 GENERATOR FUEL TANK - STORAGE TANK GENERATOR FUEL PIPING - - - - - - - - - - - - EC EC EC EC - - - - n 181 182 VCCE 42 VCCE 42 16 16 3150 4200 3150 4200 630 630 - - - - - - - - - - - - - 3.4 - 3.4,NOT USED 034 035 VCCE 42 VCCE 42 16 16 4200 4200 4200 4200 630 630 - - - - - - - - - - - - - 3,4 - 3,4 CHEMICAL TREATMENT DDC CONTROL PANEL - - - - - - MC MC EC CC 183 184 VCCE 42 vCE 42 16 4200 4200 4200 4200 630 630 - - - - - - - 3,4 036 038 039 VCCE 42 VC CE 42 VCCE 42 16 16 16 4200 4200 4200 4200 4200 4200 630 630 630 - - - - - - - - - - - - - - - - 3,4 - 3,4 3.4 NOTES 185 186 V CCE 42 VCCE 42 16 16 - - - _ - _ - - - _ 3.4,1007 usED - 34,NDT USED 2 PROCRAMMAE_E T'STAT 3 PUSHBUTTON OVERRIDE ON T'STAT 4 ADJUSTABLE T•STAT WITH LOCKING COVER. 5. LOw VOLTAGE T'STAT 6. LINE VOLTAGE T 7. wALL SwITCH 8. MANUAL WALL TIMER SWITCH 9. MODULATE UNITS AS REQUIRED TO MAINTAIN SPACE STATIC PRESSURE SETPDINT OF 0.05 "xG 10. MANUAL SHUTOFF SWITCH REQUIRED IN UPS ROOM 11. STANDALONE TIMECLOCK OPERATION SEPARATE FROM BuILDING ENS 12. ENABLE UNIT FOR 24 HOUR OPERATION '.. 13. FACTORY INSTALLED. 14 FIELD INSTALLED. 15 DA'dPER FOR SUPPLY DUCT DROP TO BE POWERED CLOSED WHEN AN UNIT NOT OPERATING 16 UNIT REQUIRES EMERGENCY POWER CONNECTION - SEE EQUIPMENT SCHEDULE 17 ALL Ex P AED IHOUD INTAKE DAMPERED OPENINGS INTO THE CONDITIONED BUILDING SHOULD BE POWERED CLOSED DURING BUILDING 18 SMOKE DETECTOR SHUTDOWN OF UNIT PER UM.^. AND LOCAL JURISDICTION REDUIREMENTS 19 REFRIGERANT MONITORING OF ROOM BY CC 188 VCCE 42 I6 - - - - - - - 3.4.X07 135E0 O4i VCCE 42 16 4200 4200 630 - - - - - - - 3,4 189 190 VCCE 42 VCCE 42 16 16 - - - - - - - - 2 2 - - 1/3 1/8 - - 277/1 277/1 - 3,4,X07 I1SED �3,4.NDT USED HII .2.4.5 XI 1 2 4 042 /1\ 043 nA 044 /'\ 045 VCCE 42 VCCE 32 VCCE 42 VCCE 32 16 14 16 14 4200 3150 4200 3150 4200 3150 4200 3150 630 830 630 630 - - - - - - - - - - - - - - - - - - - 3.4 - 3.4 - 3,4 191 192 VFPE 1111 VFPE 0607 8 6 855 520 780 475 205 240 4.5 3,0 16.6 18.1 855 520 277/1 277/1 193 194 VFPE 2430 VFPE 0607 • 12 6 1390 315 1270 285 600 80 18.0 3.5 40.9 35.5 1390 315 460/3 277/1 3 3 3/4 1/8 277/1 277/1 HI HI 1 2.4 I 046 f 047 VCCE 32 VCCE 32 14 14 3150 3150 3150 3150 630 630 - - - - - - - - - - - - - 3.4 - 3.4 195 196 VFPE 1715 VFPE 1720 10 10 660 880 660 805 120 170 4.0 6.0 19.2 28.7 660 880 277/1 460/3 1 2 1/3 1/2 277/1 277/1 LO i 2.4 LO 1.2.4 V /,\ a8 VCCE 42 VCCE 42 16 6 4200 3150 4200 3150 630 630 - - - - - 3.4 - 3.4 197 198 VFPE 2430 VFPE 2430 • 12 • 12 1600 1600 1470 1470 80 80 3.0 3.0 6.0 6.0. 1600 1600 277/1. 277/1 1 1 3/4 3/4 277/1 277/1 XI 1 2,4 HI 1 2.4 050 051 VCCE 42 VCCE 42 16 16 4200 4200 4200 4200 630 630 - - - - - - - 3,4 199 200 VFPE 1111 VFPE 1720 8 10 815 1250 745 1140 200 170 8.5 12.0 32:9. 30.2 815 1250 460/3 460/3 3 3 1/3 1/2 277/1 277/1 XI 1 2.4 1.2.4 • 052 053 VCCE 42 VCCE 42 16 6 4200 4200. 4200 4200 630 630 - - - - - - - 3,4 201 VFPE 2430 • 12 i 1780 1615 ' 240 14.0 'I 24:7 1780 460/3 3 34 / 277/1 H I 1 2 4 H ' '. I 0 .055 ' V • VCCE 42 16 16 3150. 3150. 630 '.. - - - - - - 3.4 ,,. 20 VF PE 1111 1 8 1 2 80 • 650 ' 280 4 0 23:2 720 810 460/3 277/1. 2 2 1/S '1/3 277/7 277/1 1� 1 2.4 LO 1.2 4 1Flt ISM 1 I 056 057 VCCE 42 . fFPE 2430 1 16 • '� 12 3150 '. 1760'. 3150. 1615 630 240 12 0 21.2 - 1780 960/3 3 34 / 1277/1 3,4 204 VFPE 1715 10 '.960 • 880. '' 430 5.5 18:1" 880 .460/3 2 1/3 277/1 1D 1 Z 4 ew n / e 058 059 • '', VCCE 42 VCCE 42 16 16 3150. 4200. 3150'. 4200. 630 630 - - - - - - - 3 . 4 20 MODULATE HUMIDIFIERS TO MAINTAIN SPACE RELATIVE HUMIDITY OF 45 %, +- 10 %, LOCATE IN REPRESENTATIVE AREA FOR UNIT FUTURE SERVING SPACE FUTURE VCCE 42 VCCE 42 i6 16 3200 3200 3200 3200. 630 630 - - - - - - - -. - - - - 3,4 - 3 4 n 060 /i` 061 VCCE 42 VCCE 11 • 16 8 4200. 600 4200 6001 630 170. - - - - - - - - - - - - - 3',4 - 3.4 21 RAMP ALL OPERATING UNITS TO MAINTAIN AVERAGED DUCT STATIC PRESSURE SETPDINT (1.0" ADJUSTABLE), MODIFY AS REQUIRED FUTURE. FOR UNITS SERVING SPECIFIC AREAS BASED ON POLLED AVERAGE OF VALVE POSITION FOR ASSOCIATED VAV BOXES. FUTURE VCCE 42 VCCE 32 16 t4 3200 3200 3200 3200 630 630 - - - - - - - - - - - - 3 4 - 3,4 062 063 VCCE 42. VCCE 42. • 16 16 4200 4200 4200 4200 630, 630 FUTURE FUTURE VCCE 32 VCCE 32 14 14 3200 3200 3200 3200 630 630 - - - - - - - - - - - - - 3.4 - 3 4 064 065 /AI 066 067 VCCE 42. VCCE 42 VCCE 42 VCCE 42 16 16 16 '16 4200 4200 4200 4200 4200' 4200 4200 4200 630' 630 630 630 '. - - - - - - - - - - - - - - - - - - - 3 4 - 3.4 - 3,4 FUTURE FUTURE VCCE 24 VCCE 24 12 12 2000 2000 2000 2000 360 360' - - - - - - -. - -. - - - - 3.4 - 3.4 FUTURE VCCE 24 12 2000 2000 360 - - - - - - - 3,4 ^ 068 A 069 VCCE 42 VCCE 32 16 14 4200 3150 " . 13150 630 630 - _ - _ - _ - _ - _ - _ - 3.4 _ 3.4 „ • 070 NOTES: /1\ 071 VFPE 1720 VCCE 42 10 16 1150 4200 '1045 14200 170 630 11.0 30:1 - 1150 - 460/3 - 3 - 1/2 - 277/1 - MD 1.2.4 - 3.4 I. DISCONNECT BY ELECTRICAL CONTRACTOR. + 072 2. SERIES FAN POWERED TERMINAL UNIT WITH HEAT, SIZE AS LISTED, PRESSURE INDEPENDENT, FACTORY OPTIONS INCLUDE. 073 VCCE 32 VCC E'42 14 16 2000 4000 12000 4000 460 630 - - - - - - - 3.4 - EXTENDED DAMPER 1/2" DIAM. SHAFT 074 - FACTORY INSTALLED 1 THROW-AWAY FILTERS 075 VCCE 92 VCCE 42 i6 t6 4200 3600 4200 3600 630 630 - - - - - - - - - - - - - 3,4 - 3,4 - CONTROLS BY CONTROLS CONTRACTOR '076 /� - I MATT -FACED UNIT INSULATION / " 077 VCCE 42 1 VCCE 42 i6 '16 3600 4200 3600 4200 630 630 - - - - - - - - - 3,4 - VARIABLE SPEED FAN CONTROL , .078 - 24V TRANSFORMER, 50 VA MIN RATING /A '079 VCCE 42 VCCE 42 16 16 3600 4200 3600 4200 630 630 - - - - - - - 3,4 - HEAT STAGING d FAN CONTROL THROUGH FACTORY WIRED RELAYS - AUTO RESET 130 F HIGH LIMIT T'STAT 3. COOLING ONLY TERMINAL UNIT W/O HEAT, S12E AS LISTED, PRESSURE INDEPENDENT, FACTORY OPTIONS INCLUDE- - CONTROLS BY CONTROLS CONTRACTOR - 1" MATT -FACED UNIT INSULATION - 24V TRANSFORMER, 50 vA MIN RATING 4 UNIT REQUIRES EMERGENCY POWER BY ELECTRICAL CONTRACTOR 5. REMOVE EXISTING 3KW ELECTRIC HEATER AND CONTROLS AND REPLACE WITH NEW 4.5 KW ELECTRIC HEATER AND CONTROLS. NOTE TO ELECTRICAL' - 460V/3PH TERMINAL UNITS REQUIRE A FOUR WIRE POWER FEED IN ORDER TO SUPPLY 277V /IPH POWER TO THE FAN MOTOR. 080 081 VCCE 42 • VCCE 42 16 16 4200 4200 4200 4200 630 630 - - - - - - - - - - 3.4 082 083 VCCE 42 VCCE 42' 16 16 4200 4200 4200 4200 630 630 - - 084 085 VCCE 42' VCCE 42' 16 16 4200 4200 4200 4200 630 630 - - ° - - - - 3.4 086 087 VCCE 42.. VCCE 42 16.. 16 -4200. 4200 ..4200.. 4200 ..630 630 - -.. -.. - - - - 3.4 088 089 VCCE 42 VCCE 42 16 16 4200 4200 4200 4200 630 630 090 091 VCCE 42 VCCE 42 16 16 4200 4200 '4200 4200 630 630 - - - - - - - - 3.4 0 VCC2 i 6 16 0 - 3.4 VCC2 VCC2 16 16 0 0 0 - - VCC2 VCC2 11 96 16 0 0 141 0 0 11 1161- - - - _ _ _ 3.4 .. VCC2 I VCC2 i6 0 0 0 0 • _ 3,4 VCC2 VCC2 0 40 0 0. 3',4 3 4 I E XP IRES: 6 - t 8 -2001 I 10 VOCE 42 VCCE42 16 i6 4200 3150 4200' 3150. 630 830 3,4 1010 5 VCCE 42 42 16 16 4200 4200 4200. 4200 630 630 3,4 3.4 10 VCCE 6 107 VCCE 42 VCCE 42 42 4200 4200 4200 4200. 4200 4200 6303,4 630 630 - 3,q 3.4 106 10 VCCE 9 110 YCCE 42 VCCE 42 VCCE 42 VCCE 42 I6 4200 4200 4200 4200 4200 4200 .4200 .9200 630 630 630 630 - - - - 3.4 3.4 3 3.4 ®All tlrnw�n mtl wr't ten ierl4l ontnlnetl herein nn n ': be tlup s d or di sclosed wi thout the vrltten nsent of the nrch�ieci. 1 • 112 113 114 VCCE 42 VCCE 42 4200 4200 4200 4200 630 630 - - - 3.4 3.4 115 116 VCCE 42 VCCE 42 16 16 4200 4200 4200 4200 630 630 3,4 3.4 117 11H VCCE 42 VCCE 42 16 16 4200 4200 4200 4200 630 630 - - 3,4 3,4 119 120 VCCE42 VCCE 42 16 16 4200 4200 4200 4200 630 630 3.4 3.4 121 VCCE 42 VC2 16 16 4200 0 4200 0 630 33.4 - 3.4 VC2 VC2 I6 16 0 0 0 0 33.4 33. QWEST COMMUNICATIONS SEATTLE CYBER CENTER V 1 O 1 SOUTH 180th ST. T 1 O1 S . WA. 98188 EUMENOBitiiiiiiiiiiii QWEST CYBERCENTER cru.ly n CO VC2 VC2 6 16 0 0 0 0 3 3- 3,4 3.4 . MQ2 °G2 .6 0 0 0 0 3- 33'4 3 VC2 VC2 16 16 0 0 0 0 33. 3 3,4 1 1 32 VC2 VCCE 42 16 16 0 4200 0 4200 3- 630 - - 3.4 3.4 1 33 134 VCCE 32 VCCE 42 14 i6 3150 4200 3150 4200 630 630 4 c1 3.4 ' 5 136 VCCE 2 VCCE 42 16 16 0 4200 0 4200 30 630 - - - - 3,4 3,4 137 138 ' VCCE 42 VCCE 42 I6 16 4200 4200 4200 4200 630 630 _ 3,-0 3.4 139 140 VCCE 42 VCCE 42 i6 16 4200 4200 4200 42 D0 630 630 3,9 3 4 .141 142 VCCE 42 VCCE 42 16 6 4200 azoo 4200 azoo 630 630 - - - - - - - 3,4 3,a 143 144 VCCE 42 1 VCCE 42 i6 16 4200 4200 4200 4200 630 630 - - - - - - - - - - - - 3',4 - 3,4 145 „ 146 A � 147 VCCE 42 VCCE 42 VCCE 42 16 16 16 • 4200. 4200'. 3150 4200 4200 3150 630 630 630 - - - - - - - - - - - - - - - - - - - 3,4 - 3,4 34 . HVAC SHEET NUMBER ISSUED FOR CONSTRUCTION r, =c =rvED cmaRiuKwlu M. ®L PERMITCENTER 1 -PariMM, 4 .14 sor AB SLOT-2 WIDE I 525 CPA EACH 4E1, SLOT NOTE: PLENUM TO BE FABRICATED BY I.AM. (2 ') 36/24:E, k '!! ____ 1- ='! — H .1 • .,, '' r, ,--.. i_ i.,' : '--. ■,' :,'-', ! 7-1' ' r ---' ,-- - , larou , /" !!'1,:1! j r Id L 7'1 I I 1 I I, r • h6/24 ,11 1 11 1 1 3 ‘! Iz • 12/3-, D 2,D 0 0 ( 3 8.8-tW ik4r,SGER r tLLE , t,v/ 3" FLEx PARTIAL FLOOR PLAN — WEST SCALE Ye =1 -0 DRAWING NOTES, a :I'm igtrz Fez, ro,rriToos't„:,1 I TOR MAINTENANCE ACCESS (TYP 14) ® l iPAGR E ILTII■I TS CE F IXGTIEralTRATE s p urPolvoznrratni 70 ±2 ( 4 ) KEY PLAN MacDonald Miller Company, Inc. 7717 Detroit Ave. S.W. Seattle. Wa 98106-1903 Phone: (206) 763-9400 Fax: (206) 767-6773 vv e S t@ ()WEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445-7130 FAX: (303) 445-7225 PROJECT NUMBER . . D DRAWN BY NEHREN NEHREN NO DATE ISSUE -A • 05-01-2000 PHASE II RDASION I EXPIRES: 6-18-2001 I 1111111111111111■11111111111111•11 11•11=111=1=11■11111111 QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 IMITEDEMEM■ OWEST CYBERCENTER PAR11AL FLOOR PLAN - WEST - HVAC SHEET NUMBER ' ISSUED FOR CONSTRUCTION cnZinLA M2 01 PERMRCENTEP .1'11/211 Arallall12 Ls- s 46/36 AIR INTAKE H DOw WOH LINED DOWN TO FLOOR 46 /36BIRpSCREEN DPN'G IN SIDE OF DUCT AT FLOOR LEVEL Will PAWL liartfainiP II . IEI I�IN F ; 4 ; 3, TRAM ACROSS CORRIDOR. BOD O t4' -0' AFF 0 30 400 CFM ;I M UU�7T1' -U Aa104k TRANSFORMER (4 TYP) N N- Q: S: 0 1a ED DAMPER TO CLOSE WHEN' ASSOCIATED RTU I NOT LOW OPERATION. POSSIBLE D LE IN A;: AS L AS LE DROP F (T OR YP. t4) MAINTENANCE ACCESS. O2 LOCATE T -STAYS fOR VAV BOXES CALIBRATE GRILLE F' CEILING. FIELD 70.F A7F IN IP A IN MAINTAIN JCIF t7F IN IP CABINET AREA. O FIELD VERFY ACTUAL FILE SERVER CONFIGURATION. DIFFUSER TO DISCHARGE SUPPLY AIR IN FRONT OF FILE SERVERS. ( 7 PARTIAL FLOOR PLAN CENTRAL SCALE: Ye =1 LOCATE EXHAUST D OPS OVER EQUIPMENT ( ELD VERIFY) ©32/16 2000 DN AT 30 j r, O 159 ERY R }CI 28s 11PI T EF -4 KEY PLAN MacDonald Miller Company, Inc. 7717 Detroit Ave. S.W. Seattle, Wa 98106 -1903 Phone: (206) 763 -9400 Fox: (206) 767 -6773 ride the 4 Q W e s to QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER 1 D - 0935 - 1091291 - 00 DRAWN BY D. NEHREN CHECKED BY D. NEHREN NO DATE ISSUE' •05 -01 -2000 • PHASE II REVISION IEYPIRES: 6 - 16 - 2001 ® All tlrowmgs o tl wr tten ter nl Pntu�netl 'h. n n y notbe duplicated, s d or dsclosetl without. the written nsent of the ef[hite[t. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 QWEST CYBERCENTER PARTIAL FLOOR PLAN - CENTRAL - HVAC SHEET NUMBER ISSUED FOR CONSTRUCTION ^C =NED CITY OF TUKWILA M2. ®2 1 RI f1 1Wr LIT wis mai L .— MIMI VIII rSD -141 I 5� IlailliE$ ®E all 3311 N ► s ,- 1� ° `s I JJ ° si T. PaE TxTT4 --800 TrgnPa9 — 1 �_. � 12" TYPE -IPS -2 VENT DN_TO__J BOILERS — 1 48/311 COMBUSTION AIR INTAKE HOOD WITH LINED DUCT COT TD WITHIN 2" OF FLOOR 14 575 = == °.48/36 COMBUSTION AIR INTAKE H000_ 7 �WRH LINED DUCT 1 DN T EILING N "1Y pOFCEILING,17 Si 14/12 SL V / � 0 :6 /\ /\ IFSD -16j toa cFM Fr __- _..20/12 SL 0/12 S 160 85" CFM 0/12 S GENERAL NOTFS; © 600 ANGLE "s 0 AC 3 TOWARDS OOCK DOORS 0 MOTORIZED DAMPER TD CLOSE W HEN ASSOCIAT RTU IS NOT IN OPERATION. n DAMPER FOR M q5 LOW AS POSSIBLE A CC ESS. AINTENANCE AESS. O 2 LOCA T -FS Mir BO IN. RA TE GRILLE CEILING. FIELD' XES CALIBR 7F IN IP CABINET MAINTAIN ]pF tZF IN IP CBINET AREA O3 FIELO VERFY ACTUAL FILE SERVER CONFIGURATION. DIFFUSER TO DISCHARGE SUPPLY AIR IN FRONT OF FILE SERVERS. CLOSED ON LOSS OF POWER TO RTU -1 OMOTORIZEO DAMPER TO OPEN ON LOSS OF POWER TO RTU -tt. 4 SCALE: Vs =1' -0 24 12 EC 24 PARTIAL FLOOR PLAN — EAST 24 12 EC C 10 0 CF 206 UP TO -WTHIN 4LF -- OF EF 1. THEN TRANSITION TO 17 /17 & UP TO 16/ 8.0.D. AT Er, 166 L3cbco -0 24 12 EC 2Tn rFu 14'LENGTH -1 SLOT-1 W © 760 CFM 2 24 EC 75 CFM 2/24 X460 CFM EC -I� KEY PLAN MacDonald Miller Company, Inc. 7717 Detroit Ave. S.W. Seattle, Wa 98106 -1903 Phone: (206) 763 -9400 Fax: (206) 767 -6773 VV e S tc, QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53. GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER D 0935 - 1091291 - 00 DRAWN, BY D. NEHREN D. NEHREN NO DATE ISSUE- •05 -01 -2000 • PHASE II REVISION EXPIRES: 6 -18 -2001 I O All tlrowinys and wr'tten to Fi61 ontoined herein noy not be tlu0bcoted, s tl or tlisclosed without tN[ writtencOnSent OF the architect. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 QWEST CYBERCENTER PARTIAL FLOOR PLAN - EAST - HVAC SHEET NUMBER ISSUED FOR CONSTRUCTION REDEIVEp CfTY OFTUKWILA M2.03 a PERMIT C,NTEH 1- 1 RTU -e 1 (E) - (E) \ C \ 465 CFM —, OUTSIDE NF. (E) L PARTIAL ROOF PLAN — WEST SCALE: Ye =1 -0 330 MCA 0 480V /3PH creme, BY EC cree OF 14 UNITS) DISCHARGE CONDENSATE _DIRECTLY 5) ROOF WRH (2) tY. Da - 4 DEEP TRAPS SEE DEIN r L 18' TALL. METAL SUPPORT STRUCTURE 100 LB /HR HUMIDIFIER LOCATED IN THE SUPPLY DUCT DISCHARGE BELOW UNIT ( ib UNITS) IF UNITS NOT RUN ON E ECONOMIZER CYCLE J 1 RTU -1 1 ABOVE ROOF zs GC T ,,P T LOCATIONS), WELD MASON SPRING CURB TO METAL SUPPORT WALK ON GRATING ON METAL SUPPORT STRUCTURE, 3' WIDE MIN (BY GC) (TYP fl 4 UNITS) 1 RTU -15 »D DOO ( DEMO AND REMOVE EXISTING UNITS FROM ROOF. CAP SUPPLY AND RETURN OPENINGS WITH INSULATED (R -21) SM COVER AND SEAL AIRTIGHT. DEMO ALL DUCTWORK BELOW AC UNIT (TYP OF 22 UNITS EAST OF GRID 4). FOR TAIL OF ROOfTOP /EQUIPM SCREEN WALL SEE DETAIL 1 H -2 1 X / \ L X / \ KEYED PLAN 1 RTU -14 1 J MacDonald Miller Company, Inc. 7717 Detroit Ave. S.W. Seattle, Wa 98106-1903 Phone: (206) 763 -9400 Fax: (206) 767 -6773 D- 0935 - 1091291 -00 DRAWN BY D. NEHREN CHECKED .BY.. D. NEHREN NO DATE . . 05 -01 -2000 w e s to QWEST COMMUNICATIONS 13952 DENVER WEST 'PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER ISSUE PHASE 111 REVISION ®All tlrnwing5 and written nnterinl contninetl herein yy not be du olicotetl, s tlor tlisclosetl without written c. nsent of the architect. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 QWEST CYBERCENTER PARTIAL ROOF PLAN - WEST - HVAC SHEET NUMBER ISSUED FOR CONSTRUCTION rrcer�eD CI71 '0FTUI:WILA M2.04 PERMIT CENTEF- DEMO AND REMOVE EXISTING UNITS FROM ROOF. CAP SUPPLY AND RETURN OPENINGS wiTH INSULATED SM SM COVER AND SEAL E. AIRTIGHT F26L'NITS EAST OF " " - - FIELD VERIFY COUNT) 4 PARTIAL ROOF PLAN — CENTRAL SCALE: Ye =1' - 0 KEYED PLAN MacDonald Miller Company, Inc. 7717 Detroit Ave. S.W. Seattle. Wa 98106 -1903 Phone: (206) 763 -9400 FOX: (206) 767-6773 VVesta OWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MA!DESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER D 0935 - 1091291 - 00 DRAWN BY D. NEHREN D. NEHREN NO . .05 - 01 - 2000 DATE ISSUE PHASE II REVISION ®All draxings nntl written teriol Ontuinetl herein yy not be dup 5 tl or tlisclosed witho�t written nseni of the ur[hitect. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 OWEST CYBERCENTER PARTIAL ROOF PLAN - CENTRAL - HVAC SHEET NUMBER ISSUED FOR CONSTRUCTION !'�C 7NED C1IY CFTU{(WILq M2.05 PERMIT CENTER COMBUSTION AIR INTAKE H0005 I EF -3 I 0 RELOCATE PARTIAL ROOF PLAN — EAST _LA.LE: Vs =1 -0 10 D20»0f 11 12 KEYED PLAN MacDonald Miller Company, Inc. 7717 Detroit Ave. S.W. Seattle, Wa 98106 -1903 Phone: (206) 763 -9400 Fax: (206) 767 -6773 (� VV V V to QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, C0180401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER D 0935 - 109791 - 00 DRAWN BY. NO DATE ISSUE 05 -01 -2000 PHASE II REVISION ® ne l rein n�oy d, sciosed =rtnpuT the .��tte�conse�t os the orcn�tect. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 leMEGEMINEMILIMMEI OWEST CYBERCENTER PARTIAL ROOF PLAN - EAST - HVAC SHEET NUMBER - - -: ISSUED FOR CONSTRUCTION O�IVcD CffV CF lUKW11A M2.06 , PERMIT CENTEF IMEIMMENIMMEMMEIMINI I RTU -10 I J RELOCATED -. RTU 9 I " -i 1I 7: x % \I Jf II Ir 7 6.000 LBS. I Ir I � RTU -5 I I RTU -6 1 j \ II I \ „ I , L J II I L - I H -to I 1 H I ]6 CA t 460V/3PH -- - � DISCOMNNECT BY EC - -- -- COMBUSTION AIR INTAKE H0005 I EF -3 I 0 RELOCATE PARTIAL ROOF PLAN — EAST _LA.LE: Vs =1 -0 10 D20»0f 11 12 KEYED PLAN MacDonald Miller Company, Inc. 7717 Detroit Ave. S.W. Seattle, Wa 98106 -1903 Phone: (206) 763 -9400 Fax: (206) 767 -6773 (� VV V V to QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, C0180401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER D 0935 - 109791 - 00 DRAWN BY. NO DATE ISSUE 05 -01 -2000 PHASE II REVISION ® ne l rein n�oy d, sciosed =rtnpuT the .��tte�conse�t os the orcn�tect. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 leMEGEMINEMILIMMEI OWEST CYBERCENTER PARTIAL ROOF PLAN - EAST - HVAC SHEET NUMBER - - -: ISSUED FOR CONSTRUCTION O�IVcD CffV CF lUKW11A M2.06 , PERMIT CENTEF IMEIMMENIMMEMMEIMINI I H_5 I I H -6 1 - r L 1I 7: x % \I Jf i• i 11 I I r - 1' . /1 � x \ L JI I RTU -5 I I RTU -6 1 COMBUSTION AIR INTAKE H0005 I EF -3 I 0 RELOCATE PARTIAL ROOF PLAN — EAST _LA.LE: Vs =1 -0 10 D20»0f 11 12 KEYED PLAN MacDonald Miller Company, Inc. 7717 Detroit Ave. S.W. Seattle, Wa 98106 -1903 Phone: (206) 763 -9400 Fax: (206) 767 -6773 (� VV V V to QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, C0180401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER D 0935 - 109791 - 00 DRAWN BY. NO DATE ISSUE 05 -01 -2000 PHASE II REVISION ® ne l rein n�oy d, sciosed =rtnpuT the .��tte�conse�t os the orcn�tect. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 leMEGEMINEMILIMMEI OWEST CYBERCENTER PARTIAL ROOF PLAN - EAST - HVAC SHEET NUMBER - - -: ISSUED FOR CONSTRUCTION O�IVcD CffV CF lUKW11A M2.06 , PERMIT CENTEF IMEIMMENIMMEMMEIMINI ROOF CAP DETAIL SCALE: NTS ACCESS STAIR AT END 10 12 15 15 15 8 20 22 22 20 36, B" CURB DIM. SIZE 4Y SYz 6, 8, 10, 121, 24 131, 13, t 3Yz 18Y t 8Yz 20Yz 201, 35 111111111111111 I CURB OD VENT CAP SHOULD EXTEND FEET MIN ABOVE THE POINT WHERE THE VENT PASSES THRU ROOF ANO AT LEAST l0 FEET AWAY FROM ANT PORTION OF THE BLDG EXTENDING ABOVE ROOF ) k ¢ CLASS "B" FLUE INSTALLATION DETAIL SCALE: NTS FIELD CALIBRATE T'STAT SETPOINT TO MAINTAIN 713 O RACK. SCHEMATIC SUPPLY /RETURN DIAGRAM SCALE: NTS TO VAV TO VAV VENT CAP STORM COLLAR ROOF FLASHING 2.8 MINIMUM ROOF CURB T GENERAL CONTRACTOR LOGITE FLUE 10' -0 MIN FROM OUTSIDE AIR INTAKE � METALBESTOS IPS -2 PIPE. MA% SIZE 24'. UL RATED OF 4` TO COMBUSTIBLES. THREE SCREWS MIN PER J GALV PIPE TO RA TO RA O 7 y CEILING SUPPLY AR DUCT LOOP. VAV MOS. A .u-°DTs SPACE UTILIZATION DIAGRAM SCALE: NTS WY 7.0. 51EEL: 31.5 CRC C 1lD' CEILIxG IML 0.0' FLOOR LEVEL SECTION THRU BOILER ROOM SCALE NTS ROOFTOP EQUIPMENT — SCREEN WALL 3,0 SCALE: N.T.S. ]0/60 ran= ON BOTH SIDES 64/84 SEE DETAIL TYPE A A AS VERTICAL 11OINlNG 8.0. CEILING O 14' TYPE CVER71CAL MOUNTING BDD O 16 AFF USE CLARE Ix FESETT ILL LII«_ 64/84 R A ▪ I I 4 EXTE D DUCTWORK OUT TO THE POINT WHERE NO UNE OE SIGHT ∎ LT FROM BOTTOM OE RA uMT PND 011T FROM OPENRVGS TAYLOR PRE FINISHED FETAL PANEL WITH APPLIED BATTENS COMBINATION FIRE /SMOKE DAMPER 2 Ax :x 3 x ° °E "" INSTALLATION INSTRUCTIONS X DAiPERS Swx.t D CM Tx IO wELDI N RETV, STEEL RDP • °N CENTER. �/� i OIA. HUTS ANl Ts, OR SEE NOTES 2 AHD 3 NOR JDIRT DETAIL. ET /i AD�ALETCR N°RAIis /. /w DOLTS /vELDIxG 6 O �[ERi�EU TO (s[E 1 N ° O i E xE :` , ,i;CLEARwOE uO WECE,7 DR 3 /TC" STE PDP RIETS. 66 SECTION SA /RA DROPS 3.0 SCALE: NTS • R E:.� E .�L,�LDOR oRExI�=xA<L DE �R (E -0- DU � PER 4] E PER w& Ea 3Si•' i u' wAU� � aB T tA3). I T L gig pvERleR TxE 5. IYY s TY�E I A TIBEE i n . swLL BE 36" • • CASES :[ERE OPNIIOS ARE : t ED lu n I � TIE E ED CoxCRETE WLLIIXx uUSi f . �oROVR IR rIELD. AFTER VPI MN • t iErlET :IXXIZ uR DUPER DIRECTLY TD wAu. on ELOCW - EnwPFR AFTfl+Ixs �IDx�i �r�E NOTE PROVIDED TD w.xE EIRE p FCR N Ox = S FIRE /SMOKE DAMPER INSTALLATION SCALE: FIRE/ SMOKE VIEW SCALE: NTS SECTION THRU SA DUCT MECHANICAL UNIT SEAL SCREW OR LAG TAN TO CURB ROOF CURB R GENERAL COMRACTOR INSULATED FLEX HUNG AS STRAIGHT AS POSSIBLE 12' -0' MAX FAN BASE SIZE COMPRESS SOUNDLINING 1/2` TO SLIP INTO BDD SCALE: NTS SCALE: NTS ':GRID: MASON SO ATION CURB OD CURB SIZE I � \ 3Yz 1' STRUCTURAL STEEL SUPPORT GRID virtu WALKPAD (BY G.C.) ADDITIONAL SUPPORT AS NEEDED NAILER AT 18" SPRINGS INSULATION AND ROOFING VARIES OP OF DECKING 2X8 MINIMUM SCREW 7 NAIL BDO TO ROOF 1` SOUNDLINING ON DROP ONLY NOTE: EXACT BDD AND CURB S2E U MST BE CHECKED FROM EQUIPMENT SUBMIRALS. FINAL RESPONSIBILITY FOR CORRECT BDD ANO CURB SIZE WILL BE INSTALLER'S EXHAUST FAN INSTALLATION DETAIL TAKE OFF WITH VOLUME DAMPER DIFFUSER CAN DIFFUSER. CONNECTION. MANUFACTURER PER REQUIREMENTS DIFFUSER INSTALLATION DETAIL TYPICAL CURB SECTION SCALE: 6" =1' -0 ROOFTOP EQUIPMENT — SCREEN WALL SCALE: N.T.S. GRID MacDonald Miller Company, Inc. 7717 Detroit Ave. S.W. Seattle, Wa 98106 -1903 Phone: (206) 763 -9400 Fax: (206) 767 -6773 ride the I VV e S to sommimmomm QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER D 0935 - 109 - 00 DRAWN BY. R. VILLANUEVA D. NEHREN NO DATE ISA§JE [EXPIRES: 6 -16 -2001 I ®M ll tlrnwings nntl wr "tten terinl ntninetl IlereuT n y not be c�o6�oted, s d or discs ° :ea thwt the written nsent Di the me "itect. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 QWEST CYBERCENTER CtTYOFNKWILA DETAE_S t 9 2 �: •HVAC PERMITCENTER EMEMMIKEINIMIENNIIII ISSUED FOR CONSTRUCTION M3.01 SERVICE LOCATION RTU -1 - ROOF RTU -2 - ROOF RTU -3 - ROOF RTU -4 - ROOF RTU -5 - ROOF RTU -6 - ROOF RTU -7 - ROOF RTU -8 - ROOF RTU -9 - ROOF RTU -10 - ROOF NOT USED RTU -12 - ROOF RTU -13 - ROOF RTU -14 - ROOF RTU -15 - ROOF BOILER ROOM MANUFACTURER d MODEL NO ARMSTRONG 8807 ARMSTRONG 880T ARMSTRONG 880 ARMSTRONG 8801 ARMSTRONG 880T ARMSTRONG 880T ARMSTRONG 880T ARMSTRONG 880T ARMSTRONG 880T ARMSTRONG 880T ARMSTRONG 880T ARMSTRONG 880T ARMSTRONG 880T ARMSTRONG 8807 ARMSTRONG 8817 STEAM TRAP SCHEDULE TYPE OF TRAP INVERTED BUCKET INVERTED BUCKET INVERTED BUCKET INVERTED BUCKET INVERTED BUCKET INVERTED BUCKET INVERTED BUCKET INVERTED BUCKET INVERTED BUCKET INVERTED BUCKET INVERTED BUCKET INVERTED BUCKET INVERTED BUCKET ORIFICE SIZE 3/1 6' 3/16" 3/16" INVERTED BUCKET 3/16" INVERTED BUCKET 3/16" 3/16" 3/16" 3 /1, 3/16' 3/1 6" 3/16" 3/16" 3/16" 3/16" 1/4" CAPACITY LB /HR 200 200 200 200 200 20J 200 200 200 200 200 200 200 200 830 CONNECTION SIZE 1/2" 1/2' 1/2" 1/2' 1 /2" 1/2' 1/2" 1/2" 1/2" 1/2' 1/2' 1/2' 1/2" 1/2" 3/4" PRESSURE PSI 5 PSI 5 PSI 5 PS, 5 PS, 5 PSI 5 PSI 5 PSI 5 PSI 5 PSI 5 PSI 5 PSI 5 PSI 5 PSI 5 PSI 5 PSI NOTES SIDE INLET AND OUTLET WITH INTEGRAL STRAINER AND THERMIC VENT BUCKET FITTING GENERAL NOTES 1. PIPING MATERIAL SCHFDUI E: PIPING S17E MATERIAL JOINT STEAM 1/2" - 2" SCH 40 BLK STL THREADED. SOCKET WELD 2 -1/2" - 6" SCH 40 BLK STL GROOVED. WELDED STEAM CONDENSATE 1/2" - 2" SCH 80 BLK STL THREADED 2. PIPING INSULATION scHFDIII PIPING PIPE INSULATION INSULATION CONDUCTIVITY TYPE SIZE TYPE THICKNESS RANGE STEAM - INSIDE 1/2" - 2" FIBERGLASS 1-1/2" 0.27 - 0.30 2 -1/2" - 6" FIBERGLASS 2" 0.27 - 0.30 STEAM - OUTSIDE 1/2" - 2" FIBERGLASS 2 0 -27 - 0 -30 0,0007HER COVERING 2 -1/2" - 6" FIBERGLASS 2" 0.27 - 0.30 W/07070ER COVE RING STEAM CONDENSATE - OUTSIDE 1/2" - 2" FIBERGLASS 1/2" ' g= 7' 11 0 I - ALL PIPING INSULATION AND COVERINGS SHALL HAVE AN ASTM FLAME SPREAD RATING OF 25 ON LESS AND AN ASTM SMOKE DEVELOPED RATING OF 50 OR LESS- - PROVIDE A COVERING FOR ALL FIBERGLASS INSULATION WITHIN THE BUILDING. - PROVIDE A WEATHER RESISTANT COVERING FOR ALL FIBERGLASS INSULATION OUTSIDE OF THE BUILDING. 3. THESE PLANS ARE SCHEMATIC AND DD NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REWIRED- THE MECHANICAL CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. 4. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE 1997 EDITION OF THE UNIFORM MECHANICAL CODE. 5. ALL PIPE SIZES NOTED ON DRAWINGS ARE MINIMUMS. 6_ SLOPE ALL INDIRECT DRAINS AT 2% UNLESS OTHERWISE NOTED ON DRAWINGS. OBTAIN APPROVAL FROM CODE AUTHORITY BEFORE INSTALLING PIPING AT LESS THAN 2% (EVEN IF LESSER SLOPE IS INDICATED ON DRAWINGS). 7. HANGERS AND SUPPORTS FOR PIPING SHALL BE IN ACCORDANCE WITH THE 1997 UNIFORM MECHANICAL CODE AND 1997 UNIFORM BUILDING CODE. 8. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SD AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. 9. PROVIDE SHUT -OFF VALVES AT ALL EQUIPMENT CONNECTIONS. 10. PROVIDE UNION, GROOVED OR FLANGED CONNECTION ,1AT EQUIPMENT FOR FUTURE REMOVAL AND SERVICING. FITTING EQUIPMENT SCHEDULE N0. DESCRIPTION B -1 STEAM BOILER SYSTEM - PRECISION BOILERS, 2110 MBH INPUT, 50 BHP, 1400 LBS OF 8-2 STEAM AT 12 PSI OPERATING PRESSURE, BOILER 15 PSI ASME RATED, NATURAL GAS FIRED POWER BURNER REWIRES 14 "WC NATURAL GAS SUPPLY, LOW PRESSURE STEAM BOILER, WITH 30 PSI ASME RELIEF VALVE, STEAM PRESSURE GAUGE, OPERATING CONTROL, HIGH FIRE CONTROL, MANUAL RESET HIGH LIMIT, BOILER FEED PUMP CONTROL, PRIMARY LOW WATER CUTOFF, MANUAL RESET AUXILIARY LOW WATER CUTOFF, BOILER FEED SYSTEM WITH TANK. 7REHEATER AND DUPLEX PUMPS. SLOWDOWN TANK. CHEMICAL FEED, 120/60/1, 30 AMP SINGLE POINT CONNECTION. SYSTEM TO BE SKID MOUNTED AND PREPIPED. ELECTRICAL TO PROVIDE DISCONNECT TO EACH BOILER SKID. HU -1 -10 STEAM HUMIDIFIER - ARMSTRONG MODEL HEMS -92 -M, 100 LBS /HR AT 10 PSI, 11/32" HU -12 -15 ORIFICE, ELECTRIC M9182A HONEYWELL OPERATOR WITH NORMALLY OPEN VALVE OPERATION, HIGH LIMIT DUCT HUMIDISTAT, TWO 84" STEAM DISTRIBUTION MANIFOLDS MODEL 91M-7, INCLUDES STRAINER, INVERTED BUCKET TRAP, F40 TRAP FOR MANIFOLD, 1203/1/60, ALP. HU-11 WAS NOT USED. DIRE-1-2 DRIP PAN ELBOW - KUN(LE MODEL 0209 -0, SIZE 2" NPT, WITH 1/2" DRAIN CONNECTION AND 3" VENT PIPE CONNECTION. GAS PRESSURE REDUCING VALVE SCHEDULE UNIT N0. GR -1 GR -2 MANUFACTURER GAS d MODEL N0. BODY ORIFICE SCFH SIZE SIZE EOUIMETER 243 -12 -2 2100 1 -1/2 3/4 EOU 'METER 243-12 -2 VALVE ANGLE 10 2100 1 -1/2 3/4 INLET PRE55 2 PSI 2 PSI OUTLET PRESS 14 - NC SPRING COLOR BLUE BLUE NOTES 14�WC NOTES: WC -2 L -1 S-2 JS-1 D SH-1 RB-1 NOTES PLUMBING FIXTURE CONNECTION SCHEDULE FIXTURE WATER CLOSET - KOHLER K -4350. FLOOR MT FLUSH VALVE. BEMIS /1955C-OF SEAT LESS COVER. WHITE. ZURN 2-6000 - AS-1 SERIES 1.6 GAL FLUSH VALVE. NO SEEP WAX SEAL, CLOSET BOLTS. NITS, d WASHERS. HANDICAP WATER CLOSET - KOHLER K -4368, FLR MT FLUSH VALVE. 17 1/2" HIGH WT0 CLOSET. BEMIS /1955C -0F SEAT LESS COVER, MUTE, ZURN 2- 6000.6 -I -ADA SER 1.6 GAL FLUSH VLV. NO SEEP WAX SEAL. CLOSET BOLTS, NUTS, d WASHERS. (FLUSH HANDLE TO POINT TO WIDE PART OF STALL) HANDICAP URINAL - KOHLER K- 5016 -T SIPHON JET, W/ 2- 6003 -WS-I -ADM SERIES 1.0 FLUSH VALVE. WHITE. (MOUNT WITH RIM 17" AFF) HANDICAPPED LAVATORY - KOHLER K- 2196 -4 COUNTER TOP 4" CENTER LAVATORY. WHITE. W /KOHLER 0- 15199 -P CP SINGLE LEVER 603767 W /JAMECO 629 1 1/4" CP GRID DRAIN. BRASSCRAFT CR -79-C STOPS. FLUIDMASTER B1F20 20" CONNECTORS, OFFSET 1 1/4" CP 17 GA P -TRAP. (PROVIDE TRIABRO HAND! LAv-GuAP.D INSULATION KIT /102 W /3705) BAR SINK - DAYTON D- 17515 -7 STAINLESS STEEL SINK W/ CHICAGO 50-E3 CP FAUCET. B 4 K 131 -202 JR BASKET STRAINER. BRASSCRAFT CR -19-C STOPS, FLUIDMSTER B1720 20" CONNECTOR5.1 1/2" CP 77 GA P -TRAP. SINK - JUST DL- 1933 -B-00, STAINLESS STEEL SINK W/ KOHLER K- 15171-O CP SINGLE LEVER FAUCET. JUST J -35 CP SINK STRAINERS, BRASSCRAFT CR -19-C STOPS. FLUIDMASTER BI720 20 CONNECTORS. 1 1/2" CP 17 GA P -TRAP. FURN,SH W/ IN- 511X- ERATOR MODEL 77 GARBAGE DISPOSAL. 3/4 HP SPLIT PHASE MOTOR. 720 V/1 PHASE 7.6 FLA. JANITOR SINK - MUSTEE 64 24x24 MOP SINK. W /CHICAW 897 CP SERVICE FAUCET. WSTEE 65.700 HOSE d WALL BRACKET_ HANDICAP WATER COOLER - ELKAY EBFSA -4. STANDARD FINISH, W/ BRASSCRAFT CR- 1920 -A-C QUARTER TURN SUPPLIES. 1 1/4" CP 17 GA P -TRAP. 115 V/1 PHASE. 4.8 FLA. 8.0 GPH_ HANDICAP SHOWER - FIBER -FA8 6307. WHITE W /GRAB BARS FOLD -UP SEAT(SPECIFY LEFT OR RIGHT) FIBER - FAB S-SH SHOWER ROD, KOHLER K- 15701 -KS RITE -TEMP PRESSURE BALANCE VALVE, W/KT- 15121 -4 -OP TRIM, DELTA RPW1117070. W/24" WIDE BAR. 60" METAL BRAIDED FLEX HOSE, PUSH BUTTON 2.5 GPM HAND SPRAY, IHEINE VACUUR BREAKERS, SWIVEL ,CONNECTOR CP. SUPPLY' TO1BR CP BRASS SHOWER DRAIN COFFEE RAKER - .ROUGH -IN, SHUT-OFF VALVE BRASSCRAFT CR -197C QUARTER TURN WITH HANDLE_ REFRIGERATOR BOX - GUY GRAY BIM875,. SHUT-OFF VALVE IN 16IGAUGE STEEL BOX WITH WHITE EPDXY :FINISH. ROUGH -1N AND:CONNECT WITH COPPER. TIRING. WASTE 4" 2" 1 1/2" 2" 2" 1 1/2' 2' p2cioo 0 l3 LOCAL CONNECTION DRAIN FIXTURE CONNECTION SCHEDULE NO_ FD-7 FD-2 FD-3 FD-4 FS-1 DRAIN FLOOR DRAIN - JR SMITH 2005 -A. CAST IRON BODY, 5" ADJUSTABLE, NICKEL BRONZE STRAINER_ FGRNEL FLOOR DRAIN - JR SMITH 2005-A. W /NICKEL BRONZE TOP 5" DIA. CAST IRON BODY, AND 4" DIA FUNNEL 3580 -NB. SPRINKLER ROOM DRAIN - JR SMITH 2233. CAST IRON BODY LESS GRATE. WITH SLOTTED SEDIRENT BUCKET. FLOOR DRAIN - JR SMITH 2005-A. CST IRON BODY, 5" ADJUSTABLE, NICKEL BRONZE STRAINER. FLOOR SINK - COMMERICAL ENAMELING 910 -2-C. 12'412'X10 ". A_R.E. INTERIOR d GRATE. 1/2 GRATE. WITH ANTI - SPLASH INTERIOR BOTTOM DOME STRAINER, INSTALL FLOOD LEVEL PIM FLuSA W /F7N FLR. LOCAL CONNECTION WASTE 2 1 1/2" - 2 1 1/2" - 4" VENT 2 2" STORM PLUMBING EQUIPMENT SCHEDULE ND ELECTRIC WATER :HEATER - AO SMITH DRE -80. GLASS-LINED 80 GALLON, 9 KW INPUT AT 480 VOLT /3 PHASE, RECOVERY OF 46 GALLONS PER HOUR AT 80 F TEMPERATURE RISE, 40 F ENTERING WATER / 120 F LEAVING WATER. SET THERMOSTAT AT 120 F, 1 1/4' INLET /OUTLET. 3/4", RELIEF. OPERATING WEIGHT OF 1090 LBS EWH-2 ELECTRIC WATER HEATER - AO SMITH DRE -80, GLASS -LINED 80 GALLON, 9 KW INPUT AT 480 VOLT /3 PHASE. RECOVERY OF 46 GALLONS PER HOUR AT 80 F TEMPERATURE RISE. 40 F ENTERING WATER / 120 F LEAVING WATER. SET THERMOSTAT AT 120 F, 1 1/4" INLET /OUTLET. 3/4" RELIEF, OPERATING WEIGHT OF 1090 LBS. EWH-1 EXT -1 EXPANSION TANK - AMTROL THERM- X -TROL MODEL ST -12, 4.4 GALLON VOLUME, MAXIMUM ACCEPTANCE VOLUME OF 3.2 GALLONS, BLADDER TYPE.' PRECHARGE OF 65 PSIS. OPERATING WEIGHT 10 LBS- SERVES WATER HEATER EWH-1. EXT -2 EXPANSION TAN( - SAME MODEL S EXT -1. SERVES WATER HEATER EWH-2. WCP -1 WATER CIRCULATING PUP - GRUNFO5 UP15 -1850. 2 GPM AT 6 FT HD, 1/25 HORSEPOWER. 120 VOLT /1 PHASE. STAINLESS STEEL CONSTRUCTION FOR DOMESTIC WATER. WITH TIMER CONTROL. WCP -2 WATER CIRCULATING PUP - SAME MODEL S ACP -1. BACKFLOW PREVENTER - WILKINS 9755. 1 1/2" SIZE. REDUCED PRESSURE PRINCIPLE ASSEMBLY. COLPLETE WITH PRESSURE DIFFERENTIAL RELIEF VALVE LOCATED BETWEEN TWO INDEPENDENTLY OPERATED SPRING LOADED CHECK VALVES, BRONZE BODY CONSTRUCTION, TWO RESILIENT SEAT BALL VALVES AND FOUR RESILIENT SEATED BALL TEST COCKS, AND A 'Y" STRAINER. W /AIR GAP AG-5 FOR 1 1/2" SIZE, OPERATING WEIGHT 30 POUNDS. HT -1 HEAT TRACE - THERMON 8 FLX -2. SELF - REGULATING HEAT TRACE FOR FREEZE PROTECTION PROVIDE ONE PASS ON ALL EXPOSED STEAM CONDENSATE PIPING. 277 VOLT / 1 PHASE. UNIT N0. PRV -1 PRV -IA DOMESTIC WATER PRESSURE REDUCING VALVE SCHEDULE MANUFACTURER WILKINS MLKINS SERIES 0ODEL$ 500 500 SIZE 2 -1/Y 2 -1/7 GPM 80 80 PRESSURE INLET 150957 150PS1 OUTLET 75951 75PSI FALL OFF PRESSURE 5951 5951 NOTES PLUMBING GENERAL NOTES PIPING, MATERIAL SCHFDUI E: PIPING LOCATION MATERIAL JOINT COLD WATER UNDERGROUND COPPER /l BRAZED COLD WATER ABOVE GROUND COPPER /0 LEAD FREE SOLDER HOT WATER ABOVE GROUND COPPER /0 LEAD FREE SOLDER RAIN LEADERS ABOVE GROUND CAST IRON NO HUB STORM DRAINS UNDERGROUND CAST IRON NO HUB WASTE ALL CAST IRON NO HUB ABOVEGROUND COPPER /DWV LEAD FREE SOLDER VENT ALL CAST IRON NO HUB ABOVE GROUND COPPER /DWV LEAD FREE SOLDER INDIRECT WASTE ALL COPPER /DWV /M LEAD FREE SOLDER 2. PIPING 1NSULATION SCUM-, PIPING PIPE INSULATION INSULATION CONDUCTIVITY TYPE S17F TYPE THICKNESS RANGE UNDERSIDE OF ROOF DRAIN BODIES ALL FIBERGLASS 1/2" - OVERHEAD RAIN LEADERS ALL FIBERGLASS 1/2" - VERTICAL RAIN LEADERS - NOT REWIRED - OVERHEAD COLD WATER ALL FIBERGLASS 1/2" - COLD WATER WITHIN WALLS - NOT REWIRED - HOT WATER AND RECIRC 1/2 " -2" FIBERGLASS 1 " 0.24 - 0 28 FIBERGLASS 1 1/2" 0.24 - 0.28 COIL CONDENSATE PIPING ALL 000077EX 7/2' - ALL PIPING INSULATION AND COVERINGS SHALL HAVE AN ASTM FLAME SPREAD RATING OF 25 OR LESS AND AN ASTM SMOKE DEVELOPED RATING OF 50 OR LESS. - ELASTOMERIC INSULATIONS WHICH MEET THESE RATINGS MAY BE USED AS A SUBSTITUTE FOR FIBERGLASS. - PROVIDE A VAPOR BARRIER COVERING ON ALL ROOF DRAIN, RAIN LEADER, AND COLD WATER PIPING INSULATION. - PROVIDE A COVERING FOR ALL INSULATION EXPOSED TO SIGHT WITHIN THE BUILDING. 3. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REWIRED. THE PLUMBING CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. 4. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE 1991 EDITION OF THE UNIFORM PLUMBING CODE. 5. ALL PIPE SIZES NOTED ON DRAWINGS ARE MINIMUMS. 6. SLOPE ALL RAIN LEADER, STORM, AND WASTE PIPING AT 2% UNLESS OTHERWISE NOTED ON DRAWINGS. OBTAIN APPROVAL FROM CODE AUTHORITY BEFORE INSTALLING PIPING AT LESS THAN 2% (EVEN IF LESSER SLOPE I5 INDICATED ON DRAWINGS). 7. HANGERS AND SUPPORTS FOR PIPING SHALL BE IN ACCORDANCE WITH SECTION 316 OF THE 199 UNIFORM PLUMBING CODE. PROVIDE EARTHQUAKE SWAY BRACING AT 40" INTERVALS FOR ALL PIPING WHICH IS 2 1/2" AND LARGER AND HUNG FURTHER THAN 12" BELOW THE STRUCTURE. 8. :.'PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED 'WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR .,WALL. 9. FOR EXACT ROUGH-IN LOCATIONS AND ELEVATIONS OF PLUMBING FIXTURES REFER TO ARCHITECTURAL DRAWINGS. 10. PROVIDE LOOSE KEY STOPS OR ANGLE VALVES AT ALL FIXTURES 11. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS. 12. PROVIDE DIELECTRIC CONNECTIONS BETWEEN DISSIMILAR METALS. 13. CLEANOUTS SHALL BE INSTALLED SO THEY ARE EASILY ACCESSIBLE. 14. PLUMBING EQUIPMENT, VALVES AND TRAP PRIMERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS. UNLESS SHOWN ON ARCHITECTURAL DRAWINGS, REQUIRED ACCESS PANELS SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR AND INSTALLED BY THE GENERAL CONTRACTOR. 15. THE PLUMBER SHALL PROVIDE AND LOCATE ALL REQUIRED FLOOR, WALL, AND FOOTING SLEEVES 16. HEAT TRACING OF PIPING, WHERE INDICATED, SHALL BE PROVIDED AND INSTALLED BY THE PLUMBING CONTRACTOR. THE PLUMBING CONTRACTOR IS TO COORDINATE THE HEAT TRACE WIRING SUPPLY WITH THE ELECTRICAL CONTRACTOR. 17. TRENCHING, BACKFILLING, AND COMPACTING FOR UNDERGROUND. PIPING SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR UNLESS STATED OTHERWISE' IN CONTRACT DOCUMENTS - PLUMBING LEGEND SYMBOL DESCRIPTION ABBREVIATION BALANCING VALVE BALV II I BACKFLOW PREVENTER BFP CHECK VALVE CV !>4 GATE VALVE GV X77 GLOBE VALVE GLV BALL VALVE BV PRESSURE REDUCING VALVE PRV COLD WATER Cw HOT WATER PIPING' HW HOT WATER CIRCULATING HWC NP NON- POTABLE WATER NP TW TEMPERED WATER. STORM DRAIN BELOW GRADE SD SANITARY SEWER ABOVE GRADE SANITARY SEWER BELOW GRADE SS RL RAIN LEADER ABOVE GRADE R L ORL OVERFLOW RAIN LEADER ORL VENT PIPING o V R' VENT THRU ROOF VTR FLOOR CLEAN OUT EGO 131 WALL CLEAN OUT WOO IND INDIRECT DRAIN MD GAS PIPING LOW PRESSURE MG GAS PIPING MEDIUM PRESSURE MG HG GS PIPING HIGH PRESSURE HG LPG LIQUID PROPANE GAS LPG. VACUUM VAC ACID WASTE AW ACID VENT AV OXYGEN A COMPRESSED AIR DE DEMONIZED WATER DE FLOOR DRAIN FD HOSE B I BB HB FULL NAME A COMPRESSED AIR LINE HAT WATER RETURN AFF ABOVE FINISHED FLOOR HODS HOT WATER SUPPLY AV ACID VENT LPG LIQUID PROPANE GAS AW ACID WASTE IE INVERT ELEVATION BFP BACKFLOW PREVENTER MH MANHOLE CB CATCH BASIN MG MEDIUM PRESSURE GAS CI CAST IRON OFD OVERFLOW DRAIN CO CLEAN OUT ORL OVERFLOW RAIN LEADER CW COLD WATER PW POINT OF CONNECTION CV CHECK VALVE PRV PRESSURE REDUCING VALVE DCBP DOUBLE CHECK BACKFLOW/ PREVENTER RD ROOF DRAIN ELEV ELEVATION RL RAIN LEADER FIRE SD STORM DRAIN EGO FLOOR CLEAN OUT SS SANITARY. SEWER FD FLOOR DRAIN TOG TOP OF GRATE G NATURAL GAS (LOW PRESSURE) TP TRAP PRIMER GI GREASE INTERCEPTOR UNO UNLESS NOTED OTHERWISE GLV GLOBE VALVE V VENT HB HOSE BIBB VTR VENT THRU ROOF HWW HOT WATER W WASTE HWC HOT WATER CIRCULATING WCO WALL CLEAN OUT WH WALL HYDRANT ABBY PLUMBING ABBREVIATIONS ABBY FULL NAME MacDonald Miller Company, In 7717 Detroit Ave. S.W. Seattle, Wa 98106 -1903 Phone: (206) 763 -9400 Fax: (206) 767 -6773 VV e S to QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT .NUMBER-. - D 0935 - 1091291 - 00 DRAWN BY J. GAMACHE/ M. HOUSMAN CHECKED BY D. NEHREN NO A . 05 - 01 - 2000 . 1 77 REVISION DATE. ISSUE.. IEXPIRE5: 6 -18 -2001 I �071'd700030 073 0773170 70107707 00710Med '170710 7 y not be tlu s tl or tl;sc7asetl N•;t Hout the w772ien ¢sent of tM1e OrcH;tect. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 QWEST CYBERCENTER SCHEDULES 8 LEGENDS - PLUMBING SHEET NUMBER FOR CONSTRUCTION Pe01 P�GE:VED GTTY OFTUKWILA PERMIT CENTER FRONT MONT F ' -1- HI, H I-Is 28. 1. . FPO, PRON1 1 I I I , 2 3 PARTIAL FLOOR PLAN — WEST SCALE Ye .1 1)),D00 1 KEYED PLAN Company. Inc. 7717 Detroit Ave. S.W. Seattle. Wa 98106-1903 Phone: (206) 763-9400 Fax: (206) 767-6773 ride the vv e s ==1111111111111111■1 QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING, 53 ' GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445-7130 FAX: (303) 445-7225 PROJECT NUMBER- - • D DRAWN BY • ° J. GAMACHE M. HOUSMAN NO DATE ISSUE A . 05-01-2000 . PHASE REVISION 1EXPIRES, 6-18-2001 iimaimmumeass QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 IMINMEME1111.111111111111111111111= ()WEST CYBERCENTER crrO PARTIAL FOUNDATION PLAN - pERtArrcurro WEST PLUMBWG SHEET NUMBER ISSUED FOR CONSTRUCTION P1.01 ENE■Immimm | � � �= � FRO, �~ ^ ^ | ^ ^ ! 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C7D ( |'|` FRONT ' r|~r , �' 1 ^|� � '' � ` � ^ | FRON ... W^ ^~|^ ~ | ^ � ^|^ |� � ^_' FRONT . ] �� I^|^i^i~W^!^I~ � |^|~|^''� i^i ^ ~ ^ |' |. L �.| ,i .| , � FRONT FRONT ~i^| ' ~ ^`^ ~ AtA1-A5 P.-08 • FRONT ERONT u uu — r! [.."> _ ° � �—' , E. " '�� . — .~~ ^ ^ ~ ~ ~. - ' . | |' ) L'1„r.,1,1,1„r.,1,1,1212141,1 �F' |� ! ^ \ MM|M| ` �= �� .�.�.. FRONT +1 .|.H.� �,,, /== Tog � ' �� rr|r| | �� ~~~ ~^^ MacDonald Miller Company, Inc. nn Detroit Ave. mm Seattle, va 98106-1903 Phone: (206) 763-940 Fax: (206) 767-6773 to ()WEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 1 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445-7130 FAX: (303) 445-7225 PROJECT NUMBER . .~^"` DRAWN BY J. GAMACHE CHECKED BY M. HOUSMAN wo, DATE ISSUE �� A . 05-01~000 PHASE ^REVISION /EXPIRES: 6-18-2001 I QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. EXISTING SANITARY SEVIER MANHOLE TUKWILA, WA. 98188 PERMIT CENTER ��"= SHEET NUMBER ISSUED FOR CONSTRUCTION L_, L ( 9 ) SCALE: Ye = l'-0 FiFirgy tc:TRFV.. 7 7' V / III -]-11-- FC0 (E , CW SERVICE:OP , i _ Li (E) i --- Hi i s I CONNECT e W TO EXiSTiNG 6 W id r IY, CW N 2 CW SERVICE TO REMAIN I ' EXISTIG PARTIAL FLOOR PLAN — EAST W. v w, V- w. v IF V KEYED PLAN (12) MacDonald Miller Company, Inc. 7717 Detroit Ave. S.W. Seattle, Wa 98106-1903 Phone: (206) 763-9400 Fax: (206) 767-6773 vv e s ()WEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445-7130 FAX: (303) 445-7225 PROJECT NUMBER - - • 0 DRAWN BY • J. GAMACHE CHECKED - BY • M. HOUSMAN NO DATE ISSUE ' 05-01-2000 PHASE REviSION 11111•1111•1111•11111111111111111MI 11111•111/11111111■1 QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 EIEMIMMIIIIIIIMI11111111111•11 ()WEST CYBERCENTER PERMITCENTEP PARTIAL FOUNDATION PLAN - EAST - PLUMBING 'SHEET NUMBER ISSUED FOR CONSTRUCTION P1.03 EXISTING TOILET /S40WE1�' - .,,... , ROOMS TO REMAIN EXISTING, AIR HANDLER TO REMAIN EXISTING WA'TfR COOLER TO REMAIN GAS PIPING TO EXISTING AIR HANN. 1Yx CW ' 4J u I� 1Ni...."' REI� %• ' MN C 1 CONNECT lYi CW. 115 - l.: PIPING TO EXISTIN VERIFY EXACT L. ION .- E.XISTIN41.� ROOMS 1Z1 mo, TOW'. O MN OOR SIYK, '� �I & CAP c `" I I N c L.W �iLOC{i iEx1s <��. T Q IC WATER, 10 - V E ENT PIPING 9 St SE NG TOILET ROOMS 5TO E T^' 4 PARTIAL FLOOR PLAN — WEST SCALE: Ye =1' -0 RLI(E0YER�L6W ) UP TO ROOF ROOF_DRAIN DRAIN (4 EXSTNG G RL D" PROVIDE SHOUD NP RO ROOF DRAIN ON.'VE'RTICAL PIPING WRH VrEEP HOLES AT f & OvERFL�('h 9C.; RAIN+ L '+ —Y--S ..�TTPM BELO W S r RniJ1 PROVE SHEET METAL CONTAINMENT SHOUD AROUND ALL ROOF DRAIN BOG & H0R120NTA L3r&RTICAL RAIN LEADER & OVER.0N' -XR A U'1 WEST o c3 ,, 6 RL (E) UP TO ROOF DRAIN & OVERFLOW ROOF GRAIN KEYED PLAN a MacDonald Miller Company, Inc. 7717 Detroit Ave. S.W. Seattle. Wa 98106 -1903 Phone: (206) 763 -9400 Fax: (206) 767 -6773 vv e s to QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO '80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445- 7225 PROJECT NUMBER D 0935 - 1091291 - 00 DRAWN BY D. NEHREN No DATE ISSUE' -. 05- 01 -2DM PHASE II REVISION 1 EXPIRES 6 -18 -2001 1 ®All dr'ow�ngs � tl rr�tten teriol ntnmetl herein nny not be dupl�cntetl, s d or d�sclosetl w�th0ut the rr�tten consent oi' the nrch�tect. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 QWEST CYBERCENTER ISSUED FOR CONSTRUCTION P2.01 r:EC�IVED olTroPruKwna PARTIAL FLOOR PLAN - PERMrr WEST - PLUMBING Emaissmorimmemorr REMO PIPING MAIN I 17... REmovE FLOOR siNK,'varr cAP "r: g W.TE PIPING BaOW FLOOR , • REMOVE I IAVATOR, ALL APPURTENANCE_CAP W.TE PIPING I REMOVE GAS PIPING TO EXISTING AIR HANDLER , I REMOVE GAS PIP NG TO EXISTING AIR ,MANDI ER I 1 1 , `H 1 , I I I,!, • cc- T T PRCMDE SHEET MET, CONTAINMENT SHOU0 AROUND ,L ROOF DRAIN BODIES HORIZONT, & VERTIC, RAIN LEADER & OVERFLOW PIPING IN ELETRICAL/UPS AREA EXISTING 6 RL PROMDE SHOUD ON VERTICAL PIPING WITH WEEP HOLES AT B0170M BELOW S. FRONT REMOVE G. PIRNMO EXISTING AIR HANDLER ' T EXISTING 6 RL ON PROVIDE SHOUD __ ON_ VERTICAL PIPING MTH WEEP HOLES AT __ _ : BOTTOM BELOWS,.. , I ■ j i 1 I .1 I , , FRC, FR.T, , H ,I- !1\;11111 Li_ 22 I 6 PROVIDE SHEEF METAL CONTAINMENT SHOUO AROUND ALL ROOF DRAIN BODIES & HORVONTAY-A,EROCAL RAIN LEADER & OVERPLOW REMOVE G. PIPING TO EXISTING AIR HANDLER 1 1 , 1 I 1 . I -,- It-- . I : I 6 RL (E) UP TO ROO- DRAIN 7 I I 3 MO, FRO, I I sr. I, .s I ,6 l FRO, FRC, REMO. GIG PIPING TO EXISTING AIR I-UNDLER 1 1 ! ! SF_AL ALL FLOOR DRAINS & FROT DOMESTIC WATER PIPING IN IP CABINET RMEA =R3, , 10 PARTIAL FLOOR PLAN — CENTRAL t:thDDD (3 SCALE =1 -0" (7) , „ „. „ 1 EXISTING 6 RL ON, PROVIDE SHOUD ON VERTICAL PIPING WITH WEER OLES AT FRO, BOTTO, I 1,0 e FRONT FPO:, ":„ 1 , , REMOVE GAS PIPING TO EXISTING AIR HANDLER , RAI I FRON1,-, FkT FRONT I _Li ' I I FROYI ,RDNI IL. I ;677 -- - ,:= 17: , :H KEYED PLAN EL a MacDonald Miller Company, Inc. 7717 Detroit Ave. S.W. Seattle. Wa 98106-1903 Phone: (206) 763-9400 Fax: (206) 767-6773 ride the 1 vv e s mossmiminiminim ()WEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445-7130 FAX: (303) 445-7225 PROJECT N D - DRAWN BY ... . ■113301111111.11111011111111 D. NEHREN NO - DATE ISSUE • .05-01-2000 PH.E II ROASION I EXPIRES: 6 I M111111111111111111111■111111.1 11111=1111■1■111. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 QWEST CYBERCENTER PARTIAL FLOOR PLAN - CENTRAL - PLUMBING MENNMEECIMM•111111M ISSUED FOR CONSTRUCTION P2.02 milmammium■ GITUMLA PERMIT GENTEP I : I _ \ z : T , 1F \I RONT ER 1 REMOVE GA PJBNG TO EXISTING AIR HANDLER FROWF 1 e 'LI ' RDVIDFSHEET- METAL-C-BNTAINMENF-S1. WD- AROUND —C------ ALt ROOF DRAIN BODIES & HORIZONTAL & VERTICAL RAIN LEADER & OVERFLOW PIPING IN IP AREA (TYPICAL) GAS PIPING BATTERY RA, /ATE PIPINO BELOW FLDO FR, TO RE. 1 REMOVE FLOOR SINK, VENT & CAP WASTE - PIPING BELOW - FLOOR -- - fii - FLUE - T ?E- PS iTYP-6F - -29 7 VON • FRONT 2, 2" CW SERVICE DN BFP -1 EXISTING tY" CW SERVICE DN R ADDITIONAL E DETAIL FRO, f - ... • 6! RL (E) UP 800E DRAIN OVFPFL(1W R(X)F11&A EXISTING 6 RL ON, PROVIDE SHOUD ROWAN SHEET METAL CONT/TINMENT SHOU PRO ND ON VERTICAL PIPING WITH WEEP HOLESAT BOTTOM RFI OW SI AR �- ROOF DRNN BODIES & HO ' Al & l'a (r IOAL ,f - waN.}EAnER & ovERFLOw PINE t+ IP AREA mICAL) ' 1 ' r wco MOVE•GAS PIPING TG IXISN NS DOMESTIC WATER:PWMG 9N r CAM AREA t zodavt Gds rn we N ENO. GAS PIPIN -- AWN FRC, MHOR FRONT nir � FRONT REMOVE SERVICE SINK,PIPING ALL APPURTENANCES. CAP WASTE PIPI BELOW S OVE GAS FIRED WATER HEAT - 6 (E) UP TO ROOF DRAIN OVERFLOW ROOF DRAIN EXISTING 6 RL TO REMAIN l YZ" CW ON TO PLUMBING GROUP MOVE, GRS PIPr�i TISTI IPING, CW DN TO PLUMBING JUP 6" RL (E) r TOROOF DRAIN 1 &OVERFLOW ROOF ORPJN - AR'.t OLER 2" VTR CO UNDER SINK GAS PIPING MAIN ,!• REMAIN REMOVE DOMESTIC WATER PIPING & ALL APPURTENANCES REMOVE WALL CLEAN -OUT, CAP WASTE PIPING BELOW SLAB EXISTING 6 RL DN, PROVIDE SHOUD ON VERTICAL PIPING WITH WEEP HOLES AT BOTTOM BELOW SLAB ' 9) 10 PARTIAL FLOOR PLAN — EAST SCALE: Ye =1 -0. v 000 O(3 KEYED PLAN (12) MacDonald Miller Company, Inc. 7717 Detroit Ave. S-W. Seattle, Wa 98106 -1903 Phone: (206) 763 -9400 Fox: (206) 767 -6773 VV e s to QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER._ D 0935 - 1091291 - 00 DRAWN BY D. NEHREN NO DATE, ISSUE 05 -01 -2000 . PHASE II REVISION ®A e l re n rK Cp cot tl or losed without the written nsent of the orcDite[t. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 OWEST CYBERCENTER PARTIAL FLOOR 'PLAN - EAST - PLUMBING crtvoP PERMIT CENTER SHEET NUMBER..: ISSUED FOR CONSTRUCTION P2.03 CAP &ABANDON EXISTING GAS PIPING TO ROOFTOP UNRS (TIPICAL OF 22) PARTIAL FLOOR PLAN — WEST SCALE: Ye =1 -0 T)DOO 13 - r I KEYED PLAN MacDonald Miller Company, Inc. 7717 Detroit Ave. S.W. Seattle, Wa 98106 -1903 Phone: (206) 763 -9400 Fax: (206) 767 -6773 ride the I VV e S t QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) '445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER D DRAWN BY 0. NEHREN NO DATE.. ISSUE . 05 -01 -2000 . PHASE II REVISION IEXPIRES: 6 - 18 - 2001 I ®oil tlrowings o d written teriol ntninetl herein rrty not be dupUCOted, used or d�s<losetl without the written consent of the orch�tect. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 QWEST CYBERCENTER h -ce i? crryoFru�cwlw PARTIAL ROOF PLAN - WEST - PLUMBING PERMEFCENTEP ISSUED FOR CONSTRUCTION P2.04 PARTIAL FLOOR PLAN CENTRAL SCALE' Y -1' -0 .7)a000 0(3 (7) MacDonald Miller Company, Inc. 7717 Detroit Ave. S.W. Seattle, Wa 98106 -1903 Phone: (206) 763 -9400 Fox: (206) 767 -6773 VVe S $Er QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445-7225 PROJECT NUMBER D 0935 - 1091291 - 00 DRAWN BY M HOUSMAN D. NEHREN NO DATE - ISSUE. 05 -01 -2000 . PHASE II REVISION I6 All tlrl,r�ngs e tl rrltten teriol ntoinetl e_ m n y no t b dup setl or disclosed w�Yhout the writtn nsent of the nrcHltect. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 ETEEMBEMEMEMEMI QWEST CYBERCENTER PARTIAL ROOF PLAN - CENTRAL - PLUMBING r cITVOrru�c+^nLA PERMIT CENTER SHEET NUMBER ISSUED FOR CONSTRUCTION P2.05 A COND COND L 5, , FLUE DN- SLOPE 156 e STM ANCHOR -I/ SLOPE 1% (9 r ANCHOR STM FLUE DN cx, COND TM MG G D O E C HANICAL ROOM, SEE SHEET P2.02 FOR CONTINUATION N gO O C'S (TYPICAL OF 22) 2Y, ms SLOPE 1% COND Cip ANCHOR COND STM N 77' PARTIAL FLOOR PLAN — EAST SCALE Ye =1'- 10 ANCHOR STM T I ),C STM ; \ -ANCHOR D2000 0/3 A (12. E MG i (DE KEYED PLAN 111111111111111111111111111111111111111111111 D-0935-1091291-00 M HOUSMAN D. NEHREN MacDonald Miller Company, Inc. 7717 Detroit Ave. SW. Seattle, Wa 98106-1903 Phone: (206) 763-9400 Fax: (206) 767-6773 05-01-2000 PARTIAL ROOF PLAN - EAST - PLUMBING vv e s t@ ()WEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN,, CO 80401 ATTN: FRED MAIDESIL PHONE: (303) 445-7130 FAX: (303) 445-7225 PROJECT NUMBER . DRAWN BY - CHECKED BY NO DATE ISSUE . PHASE II REVISION 11111M1111111111111111■11 I EXPIRES: 6-18-2001 I 1•111111111•1111•111111■1 QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 EIMMISIIIMIE1111111111 QWEST CYBERCENTER C14 PERMIT CENTEP SHEET NUMBER ISSUED FOR CONSTRUCTION P2.06 Eimmosisis • MacDonald Miller Company, Inc. 7717 Detroit Ave. S.W. Seattle, Wa 98106 -1903 Phone: (206) 763 -9400 Fox: (206) 767 -6773 VV e s t, OWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445-7225 PROJECT : NUMBER D-035— 1091291 —00 DRAWN BY CHECKED BY D. NEHREN NO DATE ISSUE I EXPIRES: 6 -18 -2001 ®AU arnrmgs � d rr 'tten Terlol onTPlaea Y.ereln n y'.not be dco:cotetl, s tl or dmclosetl rlthoui The rr�TTen nsent of the nrch�tect. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 BraMEMEMI OWEST CYBERCENTER - PLUMBING r- ^nvED C(EY LIY T ZI A PERMIT CENTER SHEET NUMBER ISSUED FOR CONSTRUCTION P3.01 NDTES t SEE EOUPNE SCHEDULE EN EQUIPMEN T, HIMIDI SUPPLIED P. 6 INSTALLED BY PIPING BETMET, D L TALLED BY FCWIMCAL 2. MECHANICAL CONTRACTOR. STRAINER MANIFOLD PIPE HUMIpIflER AMPTERS C ONTROLLER / / - SSHUTOFF VALVE (11 2) HOT WATER CIRCULATING PUMP_. AIR HANDLING UNR HUMIDIFIER SEE DET FOR PIPING y VACUUM BREAKER OF REQUIRED), HOT WATER RECIRC LMEI //( BUCKET TRAP t Y- " ■ u I T-?? I • Y. A ELEC. WATER -XI �\ -� INSULATING OF REQUIRED) HEATER C ' PAD PIPING DETAIL - l Y: STEAM : IKEI LON PRESSURE 40E DIRT LEG UNION (:YV) ACED PRESSURE SIDE GAS PRESSURE REGULATING VALVE PIPING DETAIL A SLOPE 1% ( ■ UNION (TP)� F R T TRAP HUMIDIFIER _ Y \ ` VALVE 0, Y. SLOPE TO DRAIN PIPING DETAIL TRAP SEN PLAN FOR U ROOF DER >:- STEAM CONDENSATE SLOPE t0 TERMINATE aT ROOF DRAIN DETAIL 0 HUMIDIFIER PIPING ELEVATION "°E . P3.0 NO =GALE NO SCALE MO SCALE SCREENED OUTLET VTR RODE ROOF FLASHING SLOPE I% SCREENED OUTLET q I 1�• 1 2 1 I I A O TO FIXTURES Ol RELIEF TO DRAIN O INSTALL WITH BALKFLOW PREVEMER ONLY BACKFLOW PREVE 1Ya _ _ 1 I t GAS VENT S VENT` \ ` I 2 MG- \ F � L j VTR F VTR J� J/- �L { / 1 S -1 \ / / �S Y MG CHECK d' STM Y RELIEF POC a FLANGED POC SHUTOFF VALVE VALVE LOPE 1R \ SLOPE ,% SHUTOFF VALVE. d" CHECK SLOPE I% PE 1R N.VE QQ p Y TO FIXTURES I r I. W 1 1l- Z \ PRESSURE GAUGE (1\P) 3 P / B DG WATER SUPPLY GATE VALVE f P) IFS• - J �Y _ L L E'.. (WEI GATE VALV �UNK)N MP) 1 STRAINER .�, , BUILDING WATERSUPPLY NPRING LOADED REDUCED PRESSURE CHECK vALVE (RPBP) Q PREVENTER STATION DETAIL ry e" STM UNpN CT;P) STRAINER. • PRESSURE REDUCING VALVE SET AT JS P51. PRESSURE REDUCING STATION DETAIL 1YZ" M Y K A EUP LJ \-d- 6" (i -2t ( I Y: MD SCA e t I GR - t / YJ v 1, GAS POC r ER 1 = VENT 2 ' OC P ��III - 1 - - -T I' I I I I I I r J -d" FLANGED POC Y RELIEF POC1 \� GR -2 I p� / r/ Tvi G POC '30, NO SCALE 1 I- I B -1 L 1 1 T va /' Y VENT I / • � 4. DTLAN \ �� OvERFLOw POC 7 OVER LOW j DRAIN POC / I B -2 I T ZS' 2 HOLE PIPE STRAP - ELCEN '" (? SIZE LARGER THAN PIPE) / SEAL W/ EIASOMERX; S.A. � � CONNE - T A�vE CENTELINE OF MAIN BORER FEEDwfER SYSTEM ' POC I I1 POC BOILER FEEDWATER SYSTEM I I I I 3' VENT I , _ IiPOC 1 \ \ \",�� I _ L. I - -0 Ji .1, Nom: mown TRAP PRIMER ABOVE VALV£ ONE FOOT FINISHED FLOOR FOR EVER! 20 FEET OF PLACER LINE LENGTH. SHUT -OFF I PRESSURE SIDE TRAP PRIMER v.vE _ BLOW �JNN BLOW DRAIN - U Y I I I 2 r I I iRl F LR VACUUM BREATHER PORTS i GRAVITY FEED SIDE /DISTRIBUTION UNR -/ FOR MULTIPLE TRAPS ' PRIMER LINES SLOPE 2% MIN (TYP) . I J / J • Y I I L I PDC Y T , I I J I l ` ` `•N s z 6 TREATED WOO BY 51ECHANICK CONTRACTOR GAS PIPING '' MULTIPLE GRAVITY FEED 3 TRAP PRIMER DETAIL J ` SET CN ROOF. DO NOT NNL TO ROOF GAS PIPING SUPPORT AT ROOF ( FLOOR SINK BOILER PIPING DETAIL 3.0 NO SCALE NO SCAL P3.01 NO SCALE 6 (3 ) a/JD d5' I � Y DISCHARGE FROM AIN, SPRINKLER MNN GR DRAIN TO BE NLLY .E. OPENED UNDER PRESSURE FOR MA %IMUM FLOW I DURING TEST COLLECTOR FUNNEL 80 FOR 6" pRAIN (MIN) I 8.4 REDUCER (MIN) I b" n V V E II , FLOOR SUB 1 1 2 V UP I ■II 111111.11-1111111.11111111.11-111.1m FIRE! SPRINKLER < - SLOWDOWN DRAIN DETAIL P3.0 NO SCALE MacDonald Miller Company, Inc. 7717 Detroit Ave. S.W. Seattle, Wa 98106 -1903 Phone: (206) 763 -9400 Fox: (206) 767 -6773 VV e s t, OWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445-7225 PROJECT : NUMBER D-035— 1091291 —00 DRAWN BY CHECKED BY D. NEHREN NO DATE ISSUE I EXPIRES: 6 -18 -2001 ®AU arnrmgs � d rr 'tten Terlol onTPlaea Y.ereln n y'.not be dco:cotetl, s tl or dmclosetl rlthoui The rr�TTen nsent of the nrch�tect. QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 BraMEMEMI OWEST CYBERCENTER - PLUMBING r- ^nvED C(EY LIY T ZI A PERMIT CENTER SHEET NUMBER ISSUED FOR CONSTRUCTION P3.01 GENERAL Aa MOTOR OUTLET HP AS INDICATED EH DISCONNECT SWITCH NON FUSED P DISCONNECT SWITCH FUSED ® MAGNETIC MOTOR STARTER IS 101 ® Q COMBINATION MOTOR STARTER DISCONNECT SNATCH O JUNCTION BOX, CEIUNG MOUNTED El JUNCTION BOX, WALL MOUNTED Q PHOTOCELL ® RELAY ® SPEAKER, CEIUNG MOUNTED CI= SECURITY CAMERA - FBO El PUSHBUTTON (� WALL CLOCK OUTLET MOUNTED AT +Y -6" A.F.F. Q AUTOMATIC TRANSFER SWITCH T - EQUIPMENT CONNECTION REFER TO PLAN NOTES CN I KIRK KEYED INTERLOCK © GROUND FAULT SENSOR - - CIRCUIT BREAKER - BOLTED TYPE CIRCUIT BREAKER- DRAWOUT TYPE --� ^� SNATCH AND FUSE EMERGENCY POWER OFF BUTTON 120 VOLT +60" A.F.F. T� TRANSFORMER II1 SYSTEM GROUND PER NEC H ARTICLE 250 TRANSIENT VOLTAGE SURGE SUPPRESSOR )_UMINAIRES O CEILING MOUNTED UGHT FIXTURE. b WALL MOUNTED UGHT FIXTURE. ❑O FLOURESCENT LIGHT FIXTURE CEILING MOUNTED. Fl F1- INDICATES LIGHT FIXTURE TYPE. REFER TO LIGHT FIXTURE SCHEDULE. I --O- -+ FLUORESCENT STRIP LIGHT FIXTURE EXIT LIGHT CEILING MOUNTED WITH ARROWS AS INDICATED ON DRAWINGS. I-I EXIT LIGHT WALL MOUNTED MITH ARROWS AS INDICATED ON DRAWINGS. LIGHT FIXTURE CONNECTED TO EMERGENCY SYSTEM OR W1TH BATTERY BACK UP. I� POLINDICATES I E MOUNTED CS SQUARE UGHT PA A RNS TIE IRE (AREA CUT OFF TYPE). �s N' TTE ' y„ „ EMERGENCY BATTERY LIGHT FIXTURE SELF CONTAINED. ELECTRICAL SYMBOLS AND ABBREVIATIONS IT. I (SOME SYMBOLS MAY NOT BE USED IN THIS PROJECT) PANELS AND RELATED ITEMS PANELBOARD SURFACE MOUNTED ® PANEL BOARD FLUSH IN WALL MOUNTED SWITCHBOARD OR DISTRIBUTION BOARD MOTOR CONTROL CENTER PULL BOX 11 CONTROL PANEL RACEWAYS CONDUIT CONCEALED IN WALL OR CEIUNG WITH ONE PHASE & NEUTRAL CONDUCTOR 02 AWG UNLESS OTHERWISE NOTED - -- CONDUIT UNDER FLOOR T CAST IN STRUCTURE WITH ONE PHASE & NEUTRAL CONDUCTOR $ 12 AWG UNLESS OTHERWISE NOTED IN 1/2 "C. -3 #12 AWG; HASH MARKS INDICATES AMOUNT OF #12 AWG CONTAINED THEREIN U.O.N. u -2A'S BRANCH CIRCUIT HOMERUN SUBSCRIPT. "LA INDICATES PANEL AND 2,4,6 INDICATES BREAKER POSITION T TDA 1 22AWG GROUND NRRE= TTOTI. CONDUIT STUB OUT WITH BUSHED END CONDUIT DOWN DROP OUTLETS G£1-NP -L 0 P SWITCWEG S SD S S SD S CONDUIT UP RISE DUPLEX RECEPTACLE WALL MOUNTED +18" AFF DUPLEX RECEPTACLE - WEATHERPROOF(WP) INVERTER (I) GROUND FAULT INTERRUPTING(GFI) LOCKING TYPE (L) +18 "AFF SIMPLEX RECEPTACLE WALL MOUNTED +18" AFF DOUBLE DUPLIX(QUADRAPLEX) RECEPTACLE WALL MOUNTED +18" AFF DUPLEX RECEPTACLE FLUSH IN FLOOR SPECIAL PURPOSE OUTLET AS DESIGNATED WALL MOUNTED DUPLEX RECEPTACLE ONE HALF OF RECEPTACLE SWITCHED +18 "AFF TELEPHONE OUTLET FLUSH IN FLOOR DATA OUTLET +18 "AFF TELEPHONE OUTLET WALL MOUNTED 18" AFF DATA & TELEPHONE OUTLET +18 SINGLE POLE SMTCH +48" AFF. WEATHERPROOF SWITCH. MANUAL MOTOR STARTER(T= THERMAL OVERLOAD SIZED FOR MOTOR). DOUBLE POLE SWITCH +48" AFF. THREE -WAY SWATCH +48" AFF. FOUR -WAY SWATCH +48" AFF. KEY OPERATED SWITCH +48" AFF. SWATCH WITH PILOT UGHT +48" AFF. S„ MANUAL MOTOR STARTING SWATCH (M) T= THERMAL OVERLOAD. I7 DIMMER SW1TCH. ABBREVIATION DESCRIPTION A AMPERES) AC ABOVE COUNTER A/C MC AFR AEF AFF AFG AIR ATS OFF BFG 81_0G CB CCTV C.O. .FD CPU D' DN Dwcs EC EF EM EQMT EWC ER IX F/A FC FCU FLA FN FU GTO GFI GND HID HP HOA HPS HVAC HZ IC AIR CONDITIONING AMPERE INTERRUPTING CAPACITY AMPERE FRAME ABOVE COSTING FLOOR ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AMPERE TRIP AUTOMATIC TRANSFER SWITCH BELOW FINISHED FLOOR BELOW FINISHED GRADE BUILDING CONDUIT CIRCUIT BREAKER CLOSED CORCLIIT TELEVISION CIRCUIT CONDUIT ONLY COMBINATION SMOKE/FIRE DAMPER CENTRAL PROCESSING UNIT DEDICATE) CIRCUIT DO DRAWINGS E_ECTRICAL CONTRACTOR EXHAUST FAN EMERGENCY.. EQUIPMENT ELECTRIC WATER COOLER EXISTING RELOCATE) EXISTING FIRE ALARM FOOTCANDLES FAN COD•_ UNIT FULL LOAD AMPS FULL NEUTRAL F.T. FOOT FUSE GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT INTERRUPTER GROUND HIGH INTENSITY DISCHARGE HORSEPOWER HAND OFF AUTOMATIC HIGH PRESSURE SODIUM HEATING \VENTILLATING\NR CONDITIONING HERR INTERCOM 000 - D l3 ABBREVIATION DESCRIPTION JUNCTION BOX KV KILOVOLT KVA KILOVOLT AMPERE KVAR KILOVOLT AMPERE REACTIVE KW KILOWATT KWH KILOWATT HOUR LSIG LONG TIME, SHORT TIME, INSTANTANEOUS, GROUND - BREAKER SETDNGS MANHOLE MECHANICAL CONTRACTOR MOTOR CIRCUIT PROTECTOR MAIN DISTRIBUTION PANEL MECHANICAL METAL HAUDE MAIN LUGS ONLY NOT APPLICABLE NORMALLY CLOSED NON FUSED WORK NOT IN THIS PORTION OF CONTRACT NORMALLY OPEN NOT TO SCALE CI OWNER.BURNISHED CONTRACTOR _INSTALLED OH OVERHEAD. POLE PUBLIC ADDRESS PUSHBUTTON PHOTO CELL REMOVE REMOVE & RELOCATE SEPARATE CIRCUIT SN SOLID NEUTRAL SW SNATCH SWBD SWITCHBOARD TC TIME CLOCK TRANSF TRANSFORMER TELE TELEPHONE TV TELEVISION UH UNIT HEATER LION UNLESS OTHERWISE NOTED V VOLT(S) VP VAPOR PROOF • VANE WP WEATHERPROOF IMPEDANCE. 1P ONE POLE 2P TWO POLE 3P THREE POLE PHASE MH MC MCP MDP MECH NH MLO NA NC NF WIC NO NTS PA PB PC RR SC GENERAL NOTES 1. ALL WIRING SHALL BE COPPER THHN/THWN 90 DEGREE CELSIUS. 2. ALL MATERIALS SHALL BE NEW & ILL LISTED. - 3. ALL RARING TERMINATIONS SHALL BE SUITABLE FOR 75 DEGREE CELSIUS. 4. ALL WORK AND INSTALLATION OF ELECTRICAL EQUIPMENT SHALL BE. PER GTY OF TUKWILA ELECTRICAL BUILDING CODES. 5. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE INSTALLED, ENTER OR PASS THROUGH OR ABOVE THE REQUIRED WORK SPACE OF ELECTRICAL EQUIPMENT. 6. ALL UNDERGROUND ELECTRICAL CONDUITS SHALL BE CONCRETE ENCASED - RED. 7. ALL OWNER PROVIDED CABLE TRAYS SHALL BE GROUNDED. 8. ALL FEEDERS & BRANCH CIRCUITS SHALL BE PROVIDED WITH EQUIPMENT GROUNDS. CDY CF PERMIT t1 SA SCO 16315INM AVE ILE WOOOINVILLE, WA WW2 ( +s5 1 l06NW /eo0lsnarRs ucu+seAesl ride the ling 2000...00u V V e S tN CI PEST C MMUNICAMNS 13952 DENVER WEST P Y, SLELDNG 53 GOLDEN, 8'401 ATTN. MAN BAC11MAN PHONE: (760) 632-5326 1279.99 01.06.00 05.08.00 C. PROJECT NUMBER TENANT IMPROVEMENTS FOR QWEST TIMWIA WASHNQTON PIS DOCUMENT AND US IDEAS AND DERGNS ARE THE PROPERTY OF SASCO AND SHALL NOT BE USED FOR ANY PROFCT OMEN RIAN ME ONE IDENTIFIED HERON. TES DOCUMENT SHALL NOT BE LOANED, TRANSFERRED, OR DISCLOSED TO ANY THIRD PARTY, NOR 111 IT BE RFP V T I OR MOORED N ANY WAY MMADTMEE N DQT CU R$ON OF EDI TUNIS D T ET TI (ORAV AND SPEC ir: UNRD2 R aF P11 COPIAIUIT LAMS AND DMER RFSFRWD Iaw. Ts WEST COMPIUNICATMS SEATTLE TRANSPORT SPORT CWDTCGI SITE CLIENT REVIEW 35% cum REVIEW anc, CITY SUBMITTAL 6101 SOUTH 160th ST. TUK1'I., ILA, A. 98188 NONE SXWISOLS, AB REVVIATIONS & GENERAL NOTES 1E1-0 �_ �� i�� i YiY A aaa3sa33aammummationallAma aaaaaaaa3aa unissamsasx or #1 tnru #7 kr L m iii• a III Il m ya' 3fa3 �J9�a3798918a3aa 8aaf 19la9laaaaaaaaaaaaaa�a8a 'J GENERATOR LOAD BANK SOUTH 1 80th STREET SITE PLAN SCALE 1' -0 " =30 SEGALE DRIVE D � zowot3 PLAN NO1 ES (THIS SHEET ONLY) ) PROVIDE LIGHTNING PROTION SYSTEM IN ACCORDANCE WITH NFPA TEC 780 AND MASTER LABEL U.L O EXISTING MANUAL TRANSFER SWITCH AND. DISCONNECT SWITCH TO REMAIN AS IS. MAINTAIN CODE CLEARANCE IN FRONT OF EXISTING EQUIPMENT. EXISTING SITE LIGHTING AND CONTROLS TO REMAIN AS IS. ELECTRICAL CONTRACTOR TO CONFIRM EXISTING REQUIREMENTS F. , CEf , L^J AND RE- CIRCUIT TO NEW PANEL NO. LB2A. REFER TO PANEL C1TYOFTUIC,,, SCHEDULE. O EXISTING P.S.E. POWER VAULT SO HI- VOLTAGE METER PAD 8' X 10' O HI- VOLTAGE SNITCH PAD 8' A 10' PERMIT CENTER GECEEMEMEIIIMINIMII 2DCW4.D00 ride the lg Qwest. QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING G 53 GOLDEN, CO CCU 01 ATTN. SRI BACH 144 PG1ONE: (760) 6324326 FAx• (...) . MIS DOCUMENT AND ITS IDEAS AND DESIGNS PFE DIE PROPERTY OF SASLD AND SHAH NOT BE USED FOR ANY PRDECT OTHER DUN DIE ONE DENIM HEREIN. THS DOCUMENT DIAL NOT BE LOANED. IRPNSFT OR - D . ,O ANY BARD ".. IT BE EBPRBW6➢ OR N ENT O IN ANT WAY DIE DPRESS W DPE S CONSENT OF SASCO. THIS DOCUMENT (Cr AU_ AND n' LA. AND IS UNDER PROMO. CF Pll Minn' LAWS NiO OTHER FESE7ISID CI EST COMMUNICATIONS SEATTLE T S1 '.'ITCH SITE fr SASCO 1B81513B,H AVE NE WOOOINV43E. WABBDT2 (4188&B (BCO)sol -anB LICEN8EYB51BIBW8 AN TENANT IMPROVEMEN S FOR QWEST TMIWL/M WNF*JQIOM 6101 SOUTH 18 ST. TUKWILA, WA 00185 1' -0' =30' SITE PLAN E1-1 draw o�momm9�om� 3C2A 3D2 49 3C2 EXISTING ELECTRICAL EQUIPMENT— TO REMAIN AS IS. EXISTING AREA N.I.C. UNLESS OTHERWISE NOTED. '-BUS DUCT OVERHEAD FRONT 3D 4C1• VAV FRONT 3D1 :33 mmm mm�ml 3DIC /�:D1 moomm FRONT IY. FRONT FRONT FRONT FRONT FRONT FRONT FRONT FRONT 3D3C FRONT FRONT 35 36 37 5 6 W FRONT IC3C� FRONT 1D3B n 1e 1C33 1D3A PDU —D3 PDU —C3 PLAN NOTES ants SHEET ONLY) 0 1 DO NOT MOUNT OR ATTACH PANEL BOARDS TO IP CABINETS PROVIDE SEPARATE UNISTRUT SUPPORT FOR PANEL BOARDS, INDEPENDENT OF IP CABINETS. O 2 FOR MOUNTING OF TRANSFORMERS AND PRIMARY DISCONNECT SEE DETAIL C, SHEET E4 -2. <> MO RA NON TED FUSE D DISNNNEMA —ECT SNITCH 460 VOLTS. 3 POLE, 30 AHP , NPL, O PROTECTION OF EQUIPMENT FDR BLS DUCT INSTALLATION IS BY KAJIMA CONSTRUCTION COMPANY. O PROVIDE PANEL VITH L SKIRT ➢OWN UGH RAISED FLOOR CUT -0lR HY GE RAL CONTRACTOR. THRO 6 FRONT FROM 4C2A 4D2 4C2 25 26 D2C FRONT za 23 2C� 49 Ls IJ U m��mo��mo 10 FRONT ,CD 3 0 1C3 z J U ctrri PERMIT CENTER tr S.,ASCO 1.... YM AVE ILE (400038.890£, W .531- (425)BOB8400 (800)5]13775 1.10.8 (48516761. We St® QWEST OOV IMMNOCATIONS 13952 DENVER AVER WC ST PAR AY, BULIMIC 5 OSLDCEN, CO 8 01 TTN. BRIAN BAC 1MAN PHONE: (760) 632-6326 Fi XD (.o.) . 200004.000 1229.99 01.09.00 05.09.00 • PROJECT NUMBER DRAWN BY -.. CHECKED BY TENANT IMPROVEMENTS FOR QWEST TUICVA A, WAIHNOTON CLIENT REVIEW 35% CLIENT REVIEW 50% . CITY SUBMITTAL 1 RRS DOCUMENT AND Ns IDEAS AND DESGNS ARE THE PROPERTY CF SASCO AND SHALL NOT HE USED FOR ANY PROJECT OTHER MAN THE ONE IDENTIFIED HERM. THIS DOCUMENT SHALL NOT OE LOANED. TRANSFERRED, OR DISCLOSED 10 ANY THIRD PARTY, NCR SMI . IT BE REPRODUCED OR memo IN ANY WAY SMOOT DE EXPRESS WALDEN CONSENT CF SASCO. THIS DO]IMENT PLASM S AND SPECIFICATIONS) IS UNDER PROTECTION CF ALL CORMS. LAWS AND OMER RESERVED RgH QWEST COMMUN1CHTIONS SEATTLE T NSPOGRT S ITCH SITE R � E2=1 6101 SOUTH 180th ST. TU ':^ ILA, A. 98188 1 /8- =I' -O' MIMMENNEMEMEIMINI SPACE POWER PLANT AMEN � E1 B2A- 4,6,8,10 DU -A7 26 FSD PB2A- 12,14,16 m mmm m mmmm r AIII algid FRONT ME= EMU gel V V =ri 3C4C 3D4C 3C4A 3D4 10 C15,17) a s 4D4A I©©I©iliI! E1 FRONT 4C4A 4C5A 10 FRONT 4D4 FRONT 4D5 4ca8 o mmmmmomai! 3� P mmmm ©m©mmm FRONT 2D4C FRONT 2c413 FRONT 2D4A FRONT mmmmmmmm�a 2D5B MIERIMIN FR 2C5B 2D5A mmmmammmmm 2CSA d ram mm m 1 � 105C 9 9 M 6 0►�©0©0000m T 1 �m ID4B �C ppme ®ee��g8 0 �� ® ® ®emmmm8 IC 4B ICSB FRO 1C4 G/i101 FRe ICSA 49 49 ID FRONT' 49 49 FRON 1D5 A 15 » 35 A ®mmmmmmmmm LB2B -2 LBaA- 49.51,53 FRONT 41 FRONT 3137C 11 FRONT IA7A 1B7 FRONT 8 FRONT 3A 6C 313613 3A6A 3136 EMI FONT 51 1B6 26 FSD 26 PDU -B6 FRONT FRONT FRONT_ FRONT as ss n 3e I � FRONT FRONT FRONT FRONT RONT VAV. FRONT FRONT FRONT FRONT FRONT FRONT FRONT FRONT FRONT FRONT FRONT FRONT FRONT VA RONT VV J ON FRONT FRONT FRONT FRONT FRONT ° ° ° ° m MN= j r' tAlyi�[I1 9 49 FRONT FRONT FRONT FRONT T 11 J H Q • I •. I `. Ii 1 �• G 1T Ir I ON ill oil FIELD VERIFY SPRINKLER PRE-ACTION PANEL OM WO OPG BUS BUCT OVERHEAD fib PLAN NOTES (THIS SHEET ONLY) O 1 DO NOT MOUNT OR ATTACH PANELBOARDS TO F P CABINETS. PROVIDE SEPARATE UNISTRUT SUPPORT FOR PANELHOARDS, INOEPEN ➢ENT OF IP CABINETS. O MOTOR RATED DISCONNECT SWITCH 460 VOLTS, 3 POLE, 30 AMP, NON- FUSED, NEMA -1, O FOR MOUNTING EF TRANSFORMER6 PRIMARY DISCONNECT SEE DETAIL L, BN E4 -2 O PRU \, "DE PANEL WITH FULL METAL SKIRT DOWN THROUGH RAISED FLOOR FLOOR CUT UUT BY GENERAL CONTRACTOR t1 200004.000. Kl SASCO 15815130111 AVE ME WOCCIHVOLE, WA 05012 (1075088100 (800)531JP5 IICE}L9E 0951819010 ride the l; �Yp Q w e s t® Q\ EST COMMUNICATIONS 13952 DENVER EST PAR '!'AY, BUILDING 53 G*LI ZEN, CO • 01 ATTN. BRIAN SAW 1' PHONE: (760) 632- 5326 F X• (.,.) . PROJECT NUMBER DRAWN BY CHECKED BY. TENANT IMPROVEMENTS FOR QT 71 K WI A, WASHINGTON 111IS OIXLNDIT AND ITS ICUS AND DESIGNS ALE 111E PROPERTY CC SASCO AND SHALL NOT BE USED FOR ANY PROJECT OTHER THAN ME ONE NIDDIRED HEHDN. IRIS DOCUMENT SHALL NOT BE LOANEII TRANSFERRED. OR DISCLOSED TO ANY THIRD PARTY, IIOR SHALL IT BE REPRODUCED OR NODIRED IN ANY WAY WIHWT THE DFRESS WAKEN CONSENT OF SAS... THIS DOCUMENT (DEMEAN. AND SPEORGRONS) 6 UN. ROTC. OF ALL COP.GHT LAWS AND OCHER RESERVED aa,TS. QWEST COMMUNICATIONS SEATTLE T NSPSRT $!''ITCH SITE 6101 SOUTH 180th ST. TUKi %''ILA, WA. 98188 CfT'f GF.r,... i�tl A PERMIT cE:,:1. 1/8' =1' -O' BIMMISSUEIMEMINEEM SP CE POWER PLAN E2=2 I II mom FRONT FRONT :s 91,1 V 13 111 111111 111 IN IN 4 k v III 1 1 1111 1:1®7711111 F 0 131 1 1 PRE II I 1111 DE F S 11111 3 III I IMMENNEI F SN T 111 111 .T 11111 NT 1111 VAV ,c21 q �a ry ES' ' 9 53 P2BA -1,3 5 .v± LO FRON FRONT 3B5A FRONT FRONT T FRONT ' FRONT a 9 1A5C� FRONT 1B5H —48- ow uya R ONT 53 FRONT 1135 35 36 37 A 9 .�8 P #5 1 -0 L ❑ TA4 TB4 00 B2H r 3050 3135 105 SF- FRONT FRONT swan 2134 1111111111 FRONT Imam= A4B B4A MI T ma IA4• 5 53 FRONT P #4 L❑ L❑ TA3 TB3 00 LH2H- 8,10,12 IA4 IA 4C 4 204 3 - .Lum mom PB2A -13 MD 3B zA3 3 B3 3030 3133 53 53 53 53 FRONT 2133, m��mmmmmmmo8 2B3B 5 10 FRONT FRONT 9 FRONT 6 1J FROM 'i 1HJ PDU -A2 2A3B:� a3A 8 2030 2133 w 8 IH3C 5 1133 11,3 PDU -H2 41330 SF -1 203 LO 10 TAI TB 1 26 FSD 0H 1+ moo® DU -A FRONT FR 53 53 OSr_ 53 26 FRONT FRONT FRONT FRONT FRONT FRONT FRONT LEE 11 3020 3. IA3H V r.3 i$ ® F 10 30 1! 2 FROM Ei 53 FRONT 35 SS 37 39 .- a 4020 432 B _n 3A2C 313213 31320 2132, 2B2B 20213 2020 2132 ill 27i2 1a2C IA2C 113213 IA2B IB2 102 LB2B -2, 4, 6 5 5 4B2A. 53 G 113 3 01 53 2131 2A1 P zo� _ !7 I$mmEal En Ell E ES El El Ell E e1 a EN Et OO FRO O L\ MOM MHOR 113 FRON OR 1B1A FRONT 1010 MHOR FROM 3 MONT =1AI MHOR B1 # _ -5 I1 :::; 1 1 1 5 " , "{ s 4 # 53 213 - PB2A-20 1,3 57 9,If,13 , 5.7.9 4 2 LB2A 16 18 8 40 22,24,26,28 33 1 31 _ 33 3 22B 31,f'3 P2B -32 34,36, 38,40,42 1 1 /2'C 2 31 9 29 PB2 2 N 28 3 D 27 224 2 1 #I2GN 7T 28_2 #10 � #Ll I 4 Via.• i `y,. 9;21, $wr 1 "914 �®f 1� I�� "tee • 27 whi 15 1iWE72!'319 ',E. 23- 2 #10 +1 #1� LB2B- 32,,36,36, :l.= :M PB2H- 25,27,29 27 I fa FRONT iROMT FRONT FRONT FRONT FRONT FRONT RdN FRONT [ID O VAV VAV a SF -1 1®1111111 F FONT ONT #10 FRONT FRONT FRONT 2135, 1'i 18 2 A 5 C] 2 B 5 B 20513; 21390 2050 2135 #10 53 FRONT FRONT FRONT 4134 404 3B4C 80 1 53 3A4C O Baa FRON FRONT 3B4A 3040 3134 8 Iii . M' saa:* r 5 304 2B4C 20413 2BaH 2A4B 21340 .4A FRONT FRONT 31,r CHEMICAL FEEDER FIELD VERIFY LOCATIDN FRONT a 4133 403 B 3A3C 2000 /3 CIRCULATING P PUM PLAN NOTES (THIS SHEET ONLY DD NOT NOWT OR ATTACH PANELBOAROS TO v r CABINETS. PROVIDE SEPARATE UNISTRUT SUPPORT FOR PANELBOARDS, INDEPENDENT OF IP CABINETS. FOR MOUNTING OF TRANSFORMERS AN➢ PRIMARY DISCONNECT SEE ➢ETAIL C, SHEET E4-2. O MOTOR RATED DISCONNECT SNITCH 460 VOLTS, 3 POLE, 60 AMP, NON - FUSED. NEMA -1. O PROVIDE SEAL TIGHT WHIP TO ELECTRIFIED FURNITURE <8 WIRE SYSTEM FIELD VERIFY PRIOR TO ROUGH -IN) 3/4 INCH FLEX - 4 912 + 1012 GROUND 6 2 910 + I 910 GROUND FOR ISOLATED GROUND OUTLET. O MOUNT TRANSFORMER AHGVE CE7(ING VITH PRIMARY DISCUNNECT ON VALL HELOW TRANSFORMER +16' A.E.F. O PROVIDE PANEL VITH FULL METAL SKIRT'DOWN THROUGH RAISE➢ FLOOR. FLOOR CUT OUT HY GENERAL CONTRACTOR. t1 QWEST COMMUNICATIONS 13952 DENVER WEST PE;RK\''AY, BUILDING 53 GOLDEN, CO Oho 01 ATTN. SRO , 'N BACHMAN PHONE: (760) 632 -5326 PROJECT NUMBER 200004.000 DRAWN- BY CHECKED BY grmemeromwommrramme 2 1229.99 01.08.00 05.0&00 SASGO 1 ®1S 131101 AVE N.E � N35)5053100 (500)9513775 N;ESE50.51 CLIENT REVIEW 35% CLIENT REVIEW 50% CITY SUBMITTAL TENANT IMPROVEMENTS FOR Q�` SST TUKPLA,WAaRNQTDN THIS DOCUMENT AND ITS IDEAS AND 0EAK ARE THE PROPERTY OF SASCD AND SML NOT BE Ian FCR ANY PiOECT OTHER THAN THE ONE IDENRDED HERON. THIS DOCUMENT STALL NOT NE LOANED, TRANSTRRED, OR DISCLOSED TO ANY THIRD PARTY, NCR SEAL IT NE REPRODICOI OR MODRED IN ANY WAY 'MAHOUT THE EXPRESS WREN CONSENT CF SASCO. THIS DOCUMENT (ENN IO AND SPEORCADONS) IS UNDER PROTECDON CF AIL COPYRIGHT LAWS AND OTHER RE.VE0 MORNS. QWEST COMMUNICATIONS sEATTLE TRANSPORT S "VITCH SITE 6101 SOUTH 180th ST. TU ILA, A. 98188 rammuomimmillims SPACE POWER PLAN PLAN NOTES (THIS SHEET ONLY) C t) MOTOR RATED DISCONNECT SWITCH, 460 VOLT, 3 POLE, 400AMP, NEMA -3R. NON -FUSED. O 2 MOTOR RATED DISCONNECT SWITCH, 460 VOLT, 3 POLE, 100AMP, NEMA -3R. NON - FUSED. O HEAT TAPE OF CONDENSATE LINES BY PLUMBING CONTRACTOR. ELECTRICAL CONTRACTOR TO PROVIDE I20VOLT POWER SOURCE. FIELD VERIFY POWER SOURCE CONNECTION WITH PLUMBING CONTRACTOR. O 4 ALL CONDUITS AND JUNCTION BORES ARE TO BE MOUNTED BELOW ROOF. (TYPICAL) t1 ride the lig ►t QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, Co I 01 ATTN. BRIAN BAC MAN PHONE: (769) 632-5326 FAX: (..,) PROJECT NUMBER - 20000,000 DRAWN BY 1 1229.99 CLIENT REVIEW 35% 2 01.06.00 WENT REVIEW 50% 3 05.08.00 CITY SUBMITTAL SASCO 18E15 171111 AVE N£ MOOLYNVNIE, WA CAM MZ7.4100 (BOOT AIJ/ID LICENSE REAM. W ° -S t0 TENANT IMPROVEMENTS FOR QWEST TUKWLA. WNIHIN 1TON THIS DOCUMENT AND ITS ID. AND DESIGNS ARE THE PROPER, OF SASCO 'AND SHALL NOT BE USED F. ANY PRO.ECT OTHER THAN THE ONE IDENTIFIED HEREIN. THIS DIXLM.T MALL NOT DE LOANED, 1RANSEERRED, OR DISCLOSED TO ANY WO PARTY, NOR SHALL IT BE REPRODUCED OR MODIFIED IN ANY WAY IMMOJT T EXPRESS RPM CONSENT OF SASCO. MIS CVCUMERT (DRAW. AND SPECIFICARONS) IS UNDER P ROTECTION OF All CI P)BICHT TAWS MO OTHER RES../ MILTS EST COMMUNICATIONS S TTUG TRANSPORT SWITCH SITE 6101 SOUTH 18 : n ST. TUKWILA, A. 95158 CITYOFTU`",5IL4 PERMIT CENTEf 1' =20' ROOF PLAN E24 re kAw 0 1 i► pal I . 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EXISTING N.I.C. F2 TYPICAL F2A TYPICAL 1 °J D 7 1J2000 0 /3 PLAN NOTES (THIS SHEET ONLY) O EXTRA WIRES IN CONDUIT ARE SWITCH BY -PASS (HOT) FOR BATTERY UNIT. UTILIZE EVEN CIRCUIT NUMBERS INDICATED. LIGHTING ZONE —H C.) I QWEST COG JMUNICCATDONS 13952 DENVER \ \ EST P K'c'I Y, IBUILDING 53 Go WEN, CO 01 ATTN. BRIAN BAC HMAN PHONE: (760) 632-5326 t1 ride the lit t Q we st PROJECT NUMBER SASCO 1E815136111 AVE. NE WOOMt ILLS. WA 58072 (APS>8 (e00)91JTI5 ucE5E.e51 DRAWN BY DVS DOCUMENT AND ITS IDEAS MO DESIGNS ARE THE PROPERTY OF SAM AND SHALL NOT BE USED F. ANY PROJECT OMER THAN THE ONE IDENIIRED HEREIN. THIS DOCUMENT .ALL NOT BE LOANED, 1RANSTRRED, CR DISCLOSED TO ANY THIRD PARTY, OR SHALL IT BE IEPRWUCED OR MOMRED IN ANY WAY HITHWT THE EXPRESS Y.IMI CONSENT CF SAM. TWS DOCUMENT (DRAWINGS AND SPECIFICATIONS) IS UNOER PROTECTION OF ALL COPtRICB UWS AND OMER RESERVED RIGHTS. QWEST SiMIMUNISATIONS SEATILE THAANSPSRT SWITCH SITE TENANT' IMPROVEMENTS FOR QWEST MAMA, WASHINOTIM 6101 SOUTH 184t ST. erroFru,nNNLA TUKIVILA, A. 98188 PERMITCENTEP 1 /8' =1' -0' EGENIUMINIMINEEMII SPACE LIGHTING PLAN mmU m " - - r te A - �� ' ►��I�► � ��■�� iAm �� _ _ =n= ___=�=_i�l ==rl___=__ _I=iiii�i_iiii�l°I�— �= ®__�_=rI� 1I_ � �� LH2A -4314 �� \ • -45.14 I■Oi= 0 Women mil III- \I -11 �_ ■i�.,l� • li F1A F �■ ` 45 14 43 Fl 14 F1A 14 FSA Fl 14 FIA 14 I== Mil � -i l ' � G/ 14 45 45 45 45 43 43 43 43 43 43 • TE i ! ! IEU 4 U . mm I MEM • • • j 0 J S U I=I FIA 43 14 F1A FI 14 FIA 43 43 43 43 43 ' F1 14 FIA 3 43 5 F1 14 F1A 14 FIA F1 14 FIA 43 4 ill • r 14 F1A 3 FI 14 F1A 43 43 F1 14 FIA 43 43 4 LIGHTING ZONE — G LIGHTING ZONE — F LIGHTING ZONE — E LIGHTING ZONE — D PLAN NOTES CTHIS SHEET ONLY) O EXTRA WIRES IN CONDUIT ARE SWITCH BY -PASS (HOT) FOR BATTERY UNIT. UTILIZE EVEN CIRCUIT NUMBERS INDICATED. 2000..000 6101 S 12.29.99 09.00.00 05.08.00 TUKWILA, SA S c VICO S.IH H.E WOOgNNLLE. WANM II ®E4100 (SS0J 9t3/)5 LICENSE W51 BAW. w s t. QV EST COMMUNICATIONS 13952 DENVER \ " ST PARKWAY, BUILDING GOLDEN, CO 441 ATTN. BRIAN BACHMAN PHONE: (760) 6'32 5326 (..,) . PROJECT NUMBER:: DRAWN BY NO ___DATE ISSUE TUKWGIM WASHINGTON CUENT REVIEW 3596 CLIENT REVIEW 50% CITY SUBMITTAL TENANT IMPROVEMENTS FOR QWEST THIS DOCUMENT AND ITS IDEAS ANO OESOS PAE THE PROPERTY OF SASCO AND SHALL NOT BE USED FOR ANY PRO.ECT OTHER THAN THE ONE IDENTIFIED HEREIN. IHIS DOCUMENT SHALL NOT BE LOANED, TRANSFERRED, OR DISCLOSED TO ANY THIRD PARTY, NCR WU IT BE REPRODUCED OR MODIFIED IN ANY WAY WITHWT THE OPRESS WM CONSENT OF SASCO. 1tlS DOCUMENT PAWNOR AND SPECIFICATIONS) IS UNDER PROEECRON OF AU COPYRLNT TAWS AND MEN RESERVED Rats Q'd! EST COMMUNICATIONS SEATTLE Tr LNSPORT SWITCH SITE MAGI 980th ST. 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LH2A -16 1 . I._ _AI ='• 16 16 . 16 L. II r . Fl Fl Fl FI ■111 ■.� mo m®■.--�_ € �`i� i� Ea I F6A FI 14 F1A 1 Fl 14' 1 MIIM 11'MIONW MIAMI= 14 1a S1�1■I■- ■i I I min • k 0 LB2A -4l F1A 4 41 41 41 TYP PLAN NOTES (THIS SHEET ONLY) O EXTRA WIRES IN CONDUIT ARE SWITCH BY -PASS (HOT) FOR BATTERY UNIT. UTILIZE EVEN CIRCUIT NUMBERS INDICATED. O LOW VOLTAGE LIGHTING CONTROL STATIONS. FIELD VERIFY LOCATION WITH OWNER PRIOR TO ROUGH, FOR COLT" OLLERS 'n' THROUGH 'y'. t1 FAX: (...) . 200004.000 SASCO MI5 MTH AVE N£ NIX...11.1E, WA 65071 (.1S)566Aro 1555).1 LICENSE W5161641p ride the light Qwest. QWEE &T COMMUNBCATIONS 13952 DENVER'; i /EST PARKWAY, [BMBLLDBNQ 53 GOLDEN, CO 8i 01 A� N N. BRIAN l BACH AN PHONE: (750) 6325326 PROJECT NUMBER NS DOCUMENT AND 115 IDEAS AND DESIGNS ARE THE PROPERTY CF SASCO AND SHALL NOT RE USED FOR ANY MELT OTHER THAN THE ONE IDENRII D HEREIN. THIS DOCUMENT SHALL NOT RE LOANED, WAN4ERRED, OR DISCLOSED TO ANY THIRD PARTY, NOR SHALL IT BE REPRODUCED OR NDDIFIED IN ANY WAY MM. THE CORERS WTITT CONSENT OF SASCO. THIS DOCUMENT (DRAWINGS AND SPECIFICATIONS) 5 UNDER PROTECNON OF ALL COPYRIGHT LAWS AND OTHER RE.. RIGHTS. QWEST COMMUNICATIONS SEATTLE TRAIISPORT SWITCH SITE 6101 SOUTH 18 ST, TUC ILA, WA. 9 188 °�- H cnc�ranlq PERMIT CEN E 1 /8' =1' —0' IMMEEMEMIIMEMENIENI SPACE UVGHTDNIG PLAN EmEscammom E3=3 CONDUITS WITH CLAMPS FLAT WASHERS AND HEX. NUT, TYPICAL. TB2 ' !w41:Jd S1 UGPS CONDUIT SUPPORT RACK O O METER LB2B MAIN a -- ETER O O 2PPB2 O S2 UGPS MS -1 MS -2 E P P OPGE ACMsGB T 1/2' ROD HANGER, RUNNING THREADS ARE UNACCEPTABLE. ADJUST LENGTH OF ROD TO MAINTAIN CONDUITS CLOSE TO CEILING, TYPICAL. `UNISTRUT CHANNEL #P -1000 MIN. B' -0' MAX. SPAN BETWEEN HANGERS 'B2' REAR FRONT SCALE. NONE DBB1 DBA1 O GDB2 E4.0 BUS DUCT DVERHEA➢ O ATS PANEL BOARD GROUNDING O O 2PPA2 ELECTRICAL_ EQUIP VNJ AREA rrs ATS GOBI / o p O MAIN ELECTRICAL ROOM DETAIL GROUNDING BUSHING (TYPICAL EACH CONDUIT) 4.16 BARE COPPER GROUND CONDUCTOR TO EACH GROUNDING BUSHING FROM BUS PANEL BURR GROUND BUS #2 BARE COPPER GROUND CONDUCTOR TO NEAREST AC- GROUND BAR - e 3/4' CABLE GLAND WITH RUBBER GROMMET NOTE. IF MANUFACTURER HAS NOT PROVIDED ENCLOSURE GROUNDING BY BONDING TO INTERNAL GROUND BUS CONNECT GROUNDING CONDUCTOR TO ENCLOSURE, INSIDE PANEL BOARD WITH BURNDY SERVIT -POST ITEM DESCRIPTION 1/4'X6,36 COPPER BUS SAUNDERS OR EQUAL INSULATOR WALL MOUNTING BRACKET QTY TYPICAL GROUND BUS BAR (MGB) • 1� PDB AI /B1 PDB CI /DI TMDP 1400A PHI CIRCUIT # ➢1. REFER TO DWG ES -0, ONE LTNE DIAGRAM SCALE. 0' - I /4' =1' -0' EXISTING 1200 AMP, 480V -30 CIRCUIT TO -MOP -L NEW PULL BOX (ABOVE). INTERCEPT EXISTING CIRCUIT AND EXTEND TO MS1. N REMOVE EXISTING SWITCH GEAR AFTER INTERCEPTION AND REROUTE OF EXISTING CIRCUIT. AS SHOWN DBB SCALE. NONE SCALE. I/4' =1' -0' F �E4.0 E4. 0j LOAD BANK OOp LAY -IN CEILING EXISTING FLOOR'. GENERATOR N +1 GLI- 19,2123 1'C- 4013+1 010 12' 0' -5' L ! 2W -6' BUS DUCT 0' -5' GDB1 BUS DUCT GDB2 GLL-14,16,16 1'C- 4 #8 +1 #10 GND ATS -C1 NORMAL POWER FEEDER cm7t!ai!1 AIR FLD GENERATOR #6 CONTROL PANEL LP�ANEL L L PANEL L PANEL O � I L PANEL O � 0 0 O O Olt 0 0 0 GENERAT ❑R• YARD EQUIPMENT DETAIL EXISTING AREA OF EQUIPMENT TO REMAIN AS IS. L- L- !1 GL1C J DISC. 0 SWITCH #1 � (A TS#1C 1 14gTRUT , RACK GMGB -1 GENERATOR #5 Gu- 13,15,17 1'C- 4 #H +1 #10 GND EXISTING CONCRETE WALL All FL GIC SECTI ❑N A -A A F GENERATOR #4 MOO GLI - 8,10,12 1'C-4 #B +1 #SO GND L'C- 4 #8 +1 #10. GNL ' RAISED CONCRETE HOUSEKEEPING PAD REAR EXISTING MAP ROOM GENERATOR CONTROL ROOM AIR #3 GENERATOR re ii GENERATOR #2 GLS 2,4,6 � 1'C 4 #8 +1 #10 GNL FRONT 7 1 Id 1 _CONTROL PANEL � O 30' -0' GENERATOR CONTROL SWITCHGEAR C -J ul NOTES DETAIL -D O MAIN POWER FROM GENERATOR CONTROL CUBICLE. O CONTROL CONDUIT TO G.C.S. SWITCHGEAR. O GENERATOR ENCLOSURE POWER POINT. 50 AMPS AT 208 VOLTS, 3 PHASE, 4 WIRE. O G GENERATOR #1 ►t!iai��ll L ' FQIIIPMFNT ROEµ 2000 HUS DUCT (- 1 EXISTING GENERATOR mita 411" SCALE. 1/8' =1' -0' SCALE 1/4' =1' -0' BUS DUCT DOWN DROP EQUIPMENT INDICATED. BUS DUCT GDHI (TOP) GDB2 CHOTTUM) G E4.0 SASCO .015.0.WENE NOCOTn¢LE WAVBDIR LIC ENB E N51 61BB1Y We St® MEMMEMMEMENIOMMEM Q EST COMMUNICATIONS 13952 DENVER WEST PARKV`,'AY, BUIOLDDONG 53 GOLDEN, CO 8 09 ATTN. [BRAN BACCHMAN PHONE: (760) 632-5325 FAX: (.,.) . PROJECT NUMBER 200008.000 DRAWN BY 61095 TUE 12.29.99 01.08.00 05.00.00 CLIENT REVIEW 35% CLIENT REVIEW 5096 CITY SUBMITTAL TENANT IMPROVEMENTS FOR QST TUI(1MIL% WAM RlQ1ON DOS DOCUMENT AND ITS IDEAS AND MSC, ARE 1HE PROPERTY OF SASC0 AND SHAD NOT BE USED FOR ANY PROJECT OTHER THAN THE ONE IDEND0E0 HERON. THIS DOCUMENT SHALL NOT BE LOANED, TRANSFERRED, CR DISCLOSED 111 ANY 1HIR0 PARTY, NOR SHALL IT BE REPRODUCED OR MCOIFlED IN ANY WAY &THATTHE EXPRESS MITTEN MINT OF MSC°. 11115 DOAMENT (DRAW. AND SPEOBCADAS). IS UNOER PROTECTA OF ALL COPYRIGHT LAWS AND OTHER RESRWL RIGHTS Q \, 'EEST COMMUNICATIONS SEATTLE TRANSPORT SWITCH SITE L w UTH 98 :1 ST. , WA. 03938 EMEMOMENEMMEM NONE EMMINEMPIMMEMOMEM DETAILS E4 -0 LIGHTING FIXTURE SCHEDULE SYMBOL DESCRIPTION MFR & CAT. N. LAMPS VOLT MOUNTING VA REMARKS F 1 8, FLUOR WITH SLOTTED REFLECTORS 4-F32 08 -CO 277 SURFACE 128 F 1 A 8FT FLUOR REFLECTORS D 4-F32 TO -CW 277 SURFACE 128 PROVIDE WITH BATTERY EMERGENCY F2 2x4 FLUOR LENSED 2 -F32 78 -CW 277 RECESSED 64 F2A 2x4 FLUOR LENSED 2 -F32 T8 -CW 277 RECESSED 64 PROVIDE WITH EMERGENCY BATTERY F3 1x4 FLUOR LENSED 2 -F32 T8 -CW 277 RECESSED 64 F 3 A .J11 1x4 FLUOR LENSED 2 -F32 78 -CW 277 RECESSED 64 PROVIDE WITH EMERGENCY BATTERY- 2x2 FLUOR F4 PARABOLIC 2 -F32U T8 -CW 277 RECESSED 64 ' 2x2 FLUOR F4 A PARABOLIC I /-1 - 2 -F32U TB -CW 277 RECESSED '64 PROVIDE WITH. EMERGENCY BATTERY 2x4 FLUOR F5 PARABOLIC 18 CELL 3 -F32 TB -CW 277 RECESSED 96 2x4 FLUOR F5A CELLBOLIC 18 3 -F32 TB -OW 277 RECESSED 96 PROVIDE WITH EMERGENCY 8, FLUOR F6 WRAPAROUND LENS 4 -F32 TB-CW 277 SURFACE 128 8,- FLUOR- F6A S AROUND - -- - ----- - 4-F32 -- T8 -CW 377 - - - SURFACE -- - 128 PROVIDE WON BATTERY EMERGENCY ! PL FLOUR. F7 DOH'NLIGHY SILVERBOWL 2- PL18TT 277 RECESSED 42 PL. FLUOR F7A SI 2- PL18TT 277 !RECESSED 42 PROVIDE WITH BATTERY EMERGENCY PL FLUOR F8 WALL . WASHER 2- PL18TT 277 RECESSED 42 FLUOR STRIP F9 LIGHT 4FT 2 -F32 78 -CW 277 SURFACE 64 FLUOR STRIP F9A LIGHT 'ET 2 -F32 TB -CW 277 SURFACE. 64 1x4 FLUOR F1 3 2 -F32 TB -CW 277 SURFACE 64 GASKETED LENS 1x4 FLUOR F1 3A is' AP OUND 2 -F32 T8 -CW 277 SURFACE 64 GASKETED LENS 2x2 FLUOR F 1 4 LENSED 2 -F32U T8 -CW 277 RECESSED 64 2x2 FLUOR F1 4A LENSED 2 -F32U T8 -CV1 277 RECESSED 64 PROVIDE WITH EMERGENCY BATTERY EXIT SIGN ® WITH BATTERY 277 SEE PLANS 25 EXIT SIGN ® WITH BATTERY 277 SEE PLANS 25 POWER FEEDER FROM UPS CONTROL CABINET MGB -1 ,r L PDU DISTRIBUTION BOARD — CONCRETE FOOTING GROUND BUSS MGB -2 081501' FLOOR BOLTED STRINGER 1 #2 AWG COPPER. RAISED FLOOR BOLTED STRINGER TYPICAL ■ .�!/ I1 � TO EVEITY 4TH PEDESTAL - TYPICAL BOND #6 SOLID AWG TO EVERY -II� 4TH PEDESTAL (TYPICAL) IN A i I'i GRID PATTERN. RACKS, CONSOLES AND EQUIPMENT ENCLOSURES BONDED TO RAISED FLOOR WITH BRAIDED COPPER STRAPS NOTE #2 BOND TO NEAREST NGR 1 #6 BARE COPPER REFER TO DWG. MAIN BUILDING COLD WATER PIPE. MAIN BUILDING SPRINKLER RISER PIPE. MS -I NOTE #2 U.L. LISTED GROUND CLAMP MS -2 PDU —STEP DOW N— ISOLATI O N TRANSFORMER —K13 PDU POWER DISTRIBUTI ❑N DETAIL RAISED FLOOR SYSTEM GROUNDING 2'PVG. SCH #40- 1750KCMIL -CU - 2'C- 1 11750KCMIL CU. NOTE #2 BOND TO NCR MGB -6 2'C- 1 #750KCMIL -CU.� I.II',I ACMGBl 2'C- 1 11750KCMIL -CU. AC GB ACMGB3 ACMGB2 IVGR MASTER GROUND BUS WIRING DIAGRAM —MGB MGB -7 SEE GMGB -1 1/2'C -1 #6 // /2// GENERATOR CONTROL 1/2'C -1 #6 SWITCHGEAR PDU BRANCH CIRCUIT PANELBOARD I X UNE BUS I - L_NELTIRAL D PN I Y UNE BUS BOND TO RAISED FLOOR BOLTED STRINGER 1 #6 SOLID AWG COPPS2 1/2`C -1 #6 1/2'C -1 #6 1/2'C -I #6 1/2 -I #6 1/2'C -1 #6 1/2'C -1 #6 MGB -8 IVGR #2 NGR #3 Z ONE BUS I 60 GROUND BUS , F , IUS MOWED DM 99Nm EQ GROUND BUS I GENERATOR GENERATOR GENERATOR GENERATOR #4 GENERATOR GENERATOR #6 GENERATOR N +1 LOAD BANK WRCH.ND CONDUCTORS SAME SDI AS PHASE CONDUCTORS. SEPERATE NEUTRAL AND GROUND CONDUCTORS PER CIRCUIT' SCALE NONE 1 SCALE, N@dE NOTES 1. MAXIMUM RESISTANCE TO GROUND IS NOT TO EXCEED 5 OHMS 2. #6 AWG. TO STANCHION SUPPORTED RAISED FLOOR. SCALE. B / C N �E4.11 1)1003 o13 LIGHTING FIXTURE SCHEDULE TRIAD URIII UFTATI SCALE! NONE L SCALE. / v E E4.1 �S SASCO 18815139TH AVE. ME NWDINVILLE, WA 99312 (425)80884p (800)5314TM LICENSE 99 51979 9 49 Q''1 COMMDKATIONS 13052 DENVER 11'EST PA AY, BUILDING 53 GOLDEN, CO 8 01 TIN. BRIAN BACK AN PHONE: (760) 632-5328 FAX: (...) . RK V V S tB PROJECT NUMBER 200004.000 DRAWN BY CHECKED By TENANT IMPROVEMENTS � FOR 7[ST T1INWLA. WNT11101ON THIS DOCUMENT AND ITS IDEAS AND DESGNS ARE ME PROPERTY OF SASCO AND SHALL NOT BE USED FOR ANY PROEM' OCHER THAN THE ONE !CENTRED HERON. BIS DOCIMDIT SHALL NOT BE LOANED, TRAN.IRED; GR DISCLOSED TO ANY THIRD PARTY, NCR SHALL IT DE REPRODUCED OR MICTRED N ANY WAY NTiGIT THE MESS WRITTEN CONSENT OF SASCO. THIS DOCUMENT OWINGS AND SPECRCARONS) IS UNDER PRDIECRON fE ALL COPYRIGHT LAWS ANO OTH RESER. RIGHTS OWEEST COMMUNICATIONS SEATTLE TTLTNSPORT S'''NITCH SITE 6101 SOUTH 180th ST. TUKCWILA, A. 98188 NONE DI FAILS E4-11 cm u� ru.cwlw PERMIT CENTEF O UPS 'AI' O O UPS "AI" ON FLOOR BELOW PANEL -B IYPICA CIRCROW UR NOUMF BER 29 - EACH I ER P CABINETS B -29 o A B IG f10AWG NEUTRAL CRCUMNG TUDL B CIRCUTDNGJ • '..::TS .,N. -i G.J.` 3.:. ._n, O SBM 0000 WIREWAY MOUNTED IP CABINET. L6 0' IG OIJTLEf -2 L A - CIRCUITING BARRIER UPS '0.r 0 0 O UPS N+ "0.1" A -29 B -26,28 0o A -26,28 B -25 0 A -27 B -25 o A -25 B -22,24 0o A -22,24 B -23 o A -23 B -21 o A -21 B -18,20 0o A -18,20 8-19 o A -19 B -17 o A -17 B -14,16 A -14,16 B -15 ° A -15' B -13 A -13 8 -10,12 0o A -10,12 8 -11 o A -11 B -9 o A -9 B -6,8 0o A -6,8 B -7 � A -7 0 -5 o A -5 B -2,4 0o A -2,4 B -3 o A -3 8 -1 o A -1 4 PLIX ISOLATED CURET W. BARRIER BETWEEN THE 4 PLE( CURETS UPS ROOM UPS "B1" 0 O UPS "B1" LF PANEL -A/CIRCUTMG NUMBER ,F29 TYPICAL 4 ROW OF EACH IP RACKS WIREWAY BELOW RAISED FLOOR WIREMO. G600 BELOW RAISED COMPUTER FLOOR AS REQUIRED. O UPS N+ "B7' O O O UPS N+ "81" 15 14 13 12 10 UPS ROOM DETAIL UPS IP CABINETS WIREWAY o 15 BELOW � RAISED FLOOR L. UPS "C1" 14 13 12 WIREWAY BELOW RAISED FLOOR PIN VIEW O 15 14 13 12 10 ELEVATION VIEW P 1 STRIPS AND CORD /CAPS PROVIDED WffH CABINETS IP CABINET CIRCUITING DETAIL NOTES O C1" WIREWAY BELOW RAISED FLOOR 0 O O SBM IP CABINETS DBB1 ROUTE FEEDERS BELOW RAISED FLOOR UPS O LEGEND 4 20 AMP, 120 VOLT FOUR PLIX ISOLATED CURET. PROVIDE BARRIER IN BOX OR TWO BOXES. ® 20 AMP, 208 VOLT 1 PHASE - L6-20R ISOLATED GROUND OURLT. SCALE 4 2 1/4' -1' -0' PDU SEE DRAWINGS PDU -SEE DRAWINGS PANELBOARD TYPICAL REFER TO DRAWINGS. DO NOT MOUNT TO RACKS 0 IP CABINETS AT 120 VOLTS x 16 AMPS /CABINET AT 605 DEMAND= 9.6AMPS OR 1.15KVA /CABINET. Q2 FOR SYSTEM ONE UNE DIAGRAM REFER TO DRAWING E5- 1/E5 -2. 0 TWO TIER CABLE TRAY MOUNTED ONE ON TOP OF THE OTHER. DC POWER CABLE TRAY SHALL BE THE 2ND TIER AND RATED AT 200LBS. PER LINEAR FOOT. EACH TIER MUST BE SEPARATED BY MINIMUM 12 INCHES. CABLE TRAYS TO BE INSTAL.I:D UNDER EACH ROW OF CABINETS FULL LENGTH. SCALE v4' =B -0' UPS "D1" O A B UPS N+ O 19 21 23 25 27 29 31 33 35 37 39 41 TRANSFORMER, PDU, AND DISCONNECT DETAIL 300KVA TRANS. 4' -4 PDU -EPD DETAIL GUTTER PDU GUTTER PDU 3'2 =KVA TRANS. S' -7• L3ZA- 10(277. VOLT) 6000. DISC. J ROOF CEILING SCALE. NONE PANELBOARD SUPPORT AT IP CABINETS BATTERY ROOM DETAIL X118 SCALE NONE u W LIGHTING LIGHTING LIGHTING ZOZONE, ZONE, Y ZONE, p \ \E4.� SCALES I /a•=1• -D• t1 SASCO MI5 ITEM AVE. N.E W00091VILLF, WA 95074 (4]515068100 ,^) 913775 INCENSE 1,851615.!9 ride the I O w e s � to V QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 8•401 ATTN. BRIAN BAC MAN PHONE: (760) 632-5326 X: (,..) . PROJECT. NUMBER 200004.000 CLIENT REVIEW 35% CLIENT REVIEW SO% CITY SUBMITTAL TENANT IMPROVEMENTS FOR QWEST TULWIA, WA/HMQION THIS DOCUMENT AND INS ID. AND DESIGNS ARE 111E PROPERTY OF SASCO AND SHALL NOT BE USED FOR ANY magi OTHER 1HAN THE ONE IDENTRIm HERON. DNS DOCUMENT SHALL NOT BE LOANED, TRANSFERRED. OR DISCLOSED TO ANY THIRD PARTY, NOR SHALL IT BE RFPRODUfID OR MOOR.] IN ANY WAY MTHOUT THE EGRESS WWTIEN CONSENT OF SASCO. 9X75 DOCUMENT (DRAWN. AND SPECRCAFONS) IS UNDER PROWCUON OF ALL WPIPoGHT LAWS AND OTHER RESER. RIGHTS CI T Co SEATTLE T S OTCH SITE MMU DCATIO S R N SP•RT 6101 SOUTH 15th ST. TUN 'OLA, WA. 98188 AS NOTED EIMMEMZEIMIIIIIINENEIROM DETAILS CTTYOFPZILA E4=2 PERMIT CENTER PRIMAP.Y SWITCH EMT PCS_lb 60 0 AMP VS 3'C -3 #2CU -15KV 12,470'7 V SHIED ➢ED 1 R T2 H EP PROVIDE WITH EP NOON BARE COPPER GND LN TRENCH ADJACENT TO CONDUIT SS #Ib 2500 KVA 12,470V- 30 -3W -0 4803- 30 -3W -0 450 C7 SETS) 3 1/2' C -3 #SOOKCMIL+ 1 #350KCMIL GND SECONDARY <7 SETS) 3 1/2' C -3 #500KCMIL +1 #350KCMIL GND. #1 (12 SETS) 4' C -3 #600KCMIL +1 #700KCMIL GND. CUBILCE SWITCH SCS -Ib MAIN SWITCH DISCONNECT MSDI <6 SETS) 3'C- 311400KCMIL+ 1 #250KCMIL GND. (6 SETS) 3'C- 3 #400KCMIL + —p 1 #250KCMIL GND. 1 J 600ASW 3P 150E 2500ATR )3P-LSIG 100% RATED DISTRIBUTION BOARD# DH -AI 2000 AMP BUS 480V -30 -3W 65,000 AIC BUS BRACING 5000ATR' )3P LSIG 100 RATED Q ( 1 600AFR V OATR ,/,,, 3P LSIG 100% RATED UPS -1AI 2 600Asw PRIMARY SWITCH 15 IFI 150E CUBILCE AMP BUS 12, 12 4703 -30 l ATS #Al 2000 AMP 3 POLE BY PASS ISOLATION SS #in KVA 12,4 3 -30-3 W 48OV- . 4803- 30 -3W -Q 5.75% 2500A, \ SECONDARY 3P -LSIG CUBILCE 100% RATED SCS -in UPS -2A1 3 2 60ASW 60 AFU KTS -R SOOOATR 1 100 RATED �3P LSIG 0.- A30POOATR (.- 3P OOATR 0 - -j3 SATR - � P00ATR ��SPACE } 2000AFR 2000AFR 1 400AFR 1 1200AFR 1 400AFR LSIG LSIG i LSIG 100% RATED 100% RATED 100% RATED J \ DISC. 4 SWITCH 2 3 SEE DWG. ES -1 FOR CONTINUATION B1 CI ATS #H1 000 POLE AMP BY 3 PASS ISOLATION DISTRIBUTION BOARD# DB -B1 2000 AMP BUS 480V -30 -3W 65,000 AIC BUS BRACING DATE :ISSUE: 1'C- 3 416 +1 #10 GND. ESSENTIA POWER MAIN SWITCHBOARD -MS1 5000 AM 4800 30 -3W + GND. 100,000 AIC BUS BRACING ATS #C1 25 AMP 3 2 POLE BY PASS ISOLATION 2'C- 3 #4/0+ 1 #4 GND. (6 SETS) 3'C 3 #400KCMIL +1 #250KCMIL GND. 4 D1 VOATR 6ITEO 0AFR 1 600AFR 1 600AFR V ATR )3P 600ATR 100% RATED 100% RATED UPS -1H1 UPS -2B1 4'C- 1"' CU -ISKV SHIELDED 133% EPR PROVIDE WITH 1 #4 600 V. BARE COPPER CABLE IN TRENC ADJACENT 70 CONDUIT EXISTING (3 SETS) 4'C- 411750KCMIL GND TMDP- 750KVA -800C. 480V -30 -3W 480/277V -30 -4W E1 2'C- 3 #4/0 +1 #4 GND 2'C- 3 #4/0 +1 #4 GND. <6 SETS) 3'C 3 #400KCMIL +1 #250KCMIL GND. (6 SETS) 3'C 3 #400KCMIL +1 #250KCMIL GND. 5 UPS -CIC 6 n UPS -N +1131 UPS -N +2B1 6 UPS -D1D 600AFR 600AFR )63P 3 00ATR ) 00ATR LSIG LSIG 100% RATED 100% RATED rEXIS EXISTING 12M BUS - T 480/2 A 773 P - 30 4W1 – J 1 UPS -N +1C 7 2000AFR 1 2000AFR 1 600AFR 2000ATR )2000ATR j600ATR 3P 3P 3P LSIG LSIG LSIG 100% RATED 100% RATED 100% RATED UPS -ICI UPS -2C1 1 600AFR 4600ATR 1 3P LSIG 100% RATED GENERATOR SUPPORT POWER GL11 400A -3P -MCB — 3'C- 4 #500KCMIL+ 1 #2 GND. f 3/4'C -1 #1/0 TGI- 112.5KVA 4E8V 30 -3W 206/1203 -30 -4W 3/4'C -1 #3/0 AE WG. ES -2 D FOR CONTINUATION UPS -N +2C1 (7 SETS) 3 1/2'C 311500KCMIL +1 #350KCMIL GND GENERATOR CONTROL SWITCHGEAR -GCS 12,000 AMP BUS 4803- 30-3W+ ND 65,000 AIC BUS G BRACING 8 600AFR )600ATR 3P LSIG 100% RATED 4000 AMP FEEDER BUS DUCT 480V- 30 -3W+ GND SEE DWG. ES -2 FOR CONTINUATION <2SETS) 4'C- 3 #250KCMIL CU -15KV SHIELDED 133% EPR PROVIDE WITH 1 #4 600 V. HARE WPPER CABLE IN TRENCH ADJACENT TO CONDUIT 2500AFR SON 1 2500ATR ' T 100% RATED 1 100% RATED 3P t )1 ,)42DATR I5000ATR 3P 3P 3P LSIG © LSIG © LSIG 100% RATED 100% RATED 2ODOAFR �2000ATR 3P LSIG 100% RATED UPS -ID1 UPS -2 ➢1 600AFR )600ATR 3P LSIG 100% RATED UPS -N +1 ➢1 UPS -N +2D1 GENERATOR DISTRIBUTION -GDB -1 4000 AMP BUS 48 3W 65,000 AIC BUS BRACING 2000AFR �2000ATR 3P LSIG 100% RATED GEN #1 600AFR 600AFR ) g' 3P ATR )3POATR 1 )9P ATR 3P ATR R 10 LSIG LSIG LSIG 100% RATED 100% RATED 100% RATE 11 1'C- 3 #6 +1 #10 GND. SETS)3'C- 3 #350KCMIL +I #3/0 GND. SETS)3'C- 3 #400KCMIL +1 #250KCMIL GND. GEN #2 NEMA / (2 SETS)3'C- 3 #350KCMIL p' +1 413/0 GND: C6 SETS)3'C- 3 #400KCMIL+ 1 #250 GND. WIN SUBSTATION 50 0 AMP FEEDER BUS DUCT 48 V- 30 -3W+ GND GENERATOR ➢ISTRIHUTID2 5000 AMP BUS N -GDB - 490 W 00 11 - 65,000 AIL BUS BRACING 2500AFR 2500AFR �25OOATR �250OATR 3P 3P LSIG LSIG 100% RATED 100% RATED UTILITY INCOMING L2,470VOLT CIRWIT 3 PHASE a2- —\ MAD4 LE-MUC CUBICLE -HOC 600ASW 600 AMP BUS 3P 12,470V -30 -3V NEMA -3R / (N.LC) UTILITY METER MAIN PRIHARY ggg ATR 30 6 00lT CCW BICLE -MPCS \y J , 124703 -30 -3V ' NEMA -3R 1500KW 1500KW 1500KW 1500KV 1500KW 1500KW 1875KVA 875KVA 875KVA 875KVA 1875KVA 875KVA 480V -30 -3W 480V -30 -3W 480V -30 -3W 480V -30 -3W 480V -30-3W 480V -30-3W GEN GEN GEN GEN #4 NEMA NEMA 3R 1 1/2'C -3 #1 +I #6 GND. NEMA 3R C7SETS) 3 1/2 3#500KCML4,4,350KCMD_ GND 30 100A -3P MCH RESISTIVE LOAD HAW 15001(3 .4A-3R IWO ■ 2500ASV 3P -VP 2500AFR 500ATR 100 % RATED 12 11 2'C- 3 #4/0 +1 #4 GND 1 1/4'C- 3 #1 +1 #6 GN 1/2'C- 3 4112 +1 #12 GN 1. TBI 150KVA =80, 480V -30 -3W 480/277V-30 -4W TB2 -75KVA 4803- 30 -34/ . 208/120V -30 -4W 225ATR -3P MCB 2500AFR 2500ATR 3P 400AFR 125ATR 3P 3/4'C -1 #2 1 1/4'C- 4 #2 +1 #8 GND. 8 ISOOKW 875KVA 4803 -30 -3W CONTROL CABINET SYNCHRONIZER NORMALLY CLOSED 2500AFR 2500ATR Y 100% RATED 10 LB2A LB2A sECr #I�ELr #2 7 400AFR 400AFR 400AFR 1 400AFR 150ATR 150ATR )100ATR )400ATR 3P ° 3P Q 3P 3P HACR I HACR HACR 08 SETS) 3 1/2'C- 3 #500KCMIL +1 #400KCMIL GND AUTOMATIC CICUIT BR 100 % RATED 400AFR 1 225AFR d 225AFR 225ATR JiSATR )15ATR 3P 3P 3P HACK HACK 225ATR -3P MCB 6 SHIELDED 133% EPR PROVIDE WITH 1 #4 600 V. BARE COPPER CABLE ADJACE 5 7 400AFR 1 400AFR 3 400ATR )400ATR P 3P HACR HACR .200ASW 200ASW 100ASW ✓400ASW 400ASW 400ASW 3P -VP ❑ -VP. 3P -WP ■ 3P -WP ■ 3P -WP ■ 3P -WP RTU -17 RTU -16 RTU -11 RTU -7 RTU -6 RTU -5 UIT 400AFR 3 �4 00ATR HACR KV <7 SETS) 3 1/2' C -3 #500KCMIL 1 #350KCMIL GND 2 3 1 /2'C- 3 #500KCMIL +1 #2 GND 3'C- 3 #500KCMIL +1 #2 GND. 2 O o o- o 1 3 <7 SETS) 3 I/2' C -3 #500KCMIL +1 #350KCMIL GND. NON- ESSENTIAL POWER MAIN SWITCHBOARD -MS2 5000' AMP 4800 -30 -3W +GND. 100,000 AIC HUS BRACING C2 400AFR ci)- ATR Y 3P DISTRIBUTION BOARD# DB -B2 2500 AMP BUS 480V -30 -3W 65,000 AIC BUS BRACING LB2H ATS #B2 2500 AMP 3 POLE BY -PASS ISOLATION 4 1 400AFR 1 400AFR J3F ATR IOATR TATR HACR HACR HACR #2 PRIMARY N /IV A' SWITCH CUBILCE 150E PCS -2n BUS 12,4703 -30 4 PLAN NOTES (THIS SHEET ONLY) O I EACH GENERATOR BOARD SECTION TO BE PROVIDED WITH DIGITAL POWER METERS. REFER TO PROJECT SPECIFICATIONS FOR CONTROLS. 30ASV 30ASW 400ASW 400ASW 400ASW 400ASW 400ASW 400ASW 400ASW fT -WP 3P -WP 03P -WP a 3P -WP CN 3P -WP EP 3P -WP 0 3P-WP EP 3P -WP a 3P -WP ®1WP IWP RTU -15 RTU -14 RTU -13 RTU -12 RTU -10 RTU -9 RTU -8 A EF -3 EF -2 3/4'C -1 #1/0 2'C- 3 #4/0 +1 #4 GND 2 I/2'C- 4 #4/0 +1 #4 GND. ' O 600A SW PRIMARY 3P SWITCH 150E CUBILCE PCS -2b 6UU AMP BUS 12,43 -31s 'C - 3 #2CU -ISKV PR SH IELDED 133% E P WITH 1 #6 NOON BARE COPPER ENT IM SS #2b TO CONDUIT VWVV WW TRENCH ADJACENT 2500 KVA 48OV- 30-3-1' W 4803- 30 -3W -O 5.75% z'- N \ '' SECONDARY CUB ILCE DARY� 2500ATR 2500ATR CUBILCE SWITCH f3P -LSIG ° 3P -LSIG \C1-2n 100% RATED 100% RATED SWITCH SCS -2b SS #2n 2500 KVA MM 12,470V- 30 -3W -A 480V- 30 -3W -L 5.75%i- MAIN SWITCH DISCONNECT MSD2 SOOOATR 3P L B2 A SIG 1 100% RATED 1 2500AFR 12500AFR - / P00ATR ®- ..�3P00ATR LSIG LS 100% RATED I00% RATED ATS #A2 2500 AMP 3 POLE BY -PASS ISOLATION C7 SETS) 3 1/2'C- 3 #500KCMIL +1 #350KCMIL GND 400AFR ° 3P �400ATR HACR 400AFR )400ATR 3P HACR 2 400AFR )400ATR 3P HACR 1 400AFR )400ATR 3P HACR 5000ATR )3P LSIG '100% RATED POWER NE 2500 AMP PA BUL# S 2PP -A2 4803 -30 -3W 65,000 AIC BUS BRACING 3P 6OASW 60 AF KTS -R C - G 3 #6 ND (12 SETS) 4' C -3 #600KCMIL +141700KCMIL GND. (7 SETS) 3 1 /2'C- 3 #500KCMIL #350KCMIL GND 2500AFR 2500ATR 1OO LSIG 1 100% RATED 400AFR )00ATR 3P HACR / + 'C- 3 #500KCMIL p 1 #2 GND C2 400ASW 400ASW C7 400ASW 400ASW 0 -WP ❑3P-WP ❑3P-WP 3P -WP RTU -4 RTU -3 RTU-2 RTU -1 10 3 C 3 #500KCMIL +1 #2 GND t1 1 1229.99 2 0108.00 3 05.08.00 SASCO 10515130TH AVE N.E WOOOIPMLLE. WA8002 1.4 BABSIW (B00)531JTI5 NCENSEOWSIB BW0 wst® QWEST COMMUNICATIONS 13952 DENVER WEST PAr2 BUILDING 53 GSLDEN, CO 86.09 ATTN. BRIAN BAC MAN PHONE: (760) 632-5326 FAX: (...) TENANT IMPROVEMENTS FOR QWEST 11.1101YV4 WA/ 1 T 1 THIS DOCMOT AND ITS IDEAS AND DE9GNS PRE IHE PROPER,' OF S45C0 AND SHALL NOT BE USED FOR ANY PRO.ECT 01HER THAN THE ONE IDENRDm HERON THIS DOCUMENT 9IPll NOT BE LOANED. TRANS'ERRO), OR DISCLOSED TO ANY MIRO PART, NCR SHALL IT BE RERRWUCED OR NODIDED'IN ANY WAY W1HOUT H EXPRESS MITTEN CONSENT OF SASCD. NHS Dm., (DRAWN. AND S'EORCARONS)IS UNDER PROIEC11. OF ALL COPYRIGHT LAWS AND OTHER RESER. MATS. Q EST COMMUNICATOONS SEATTLE TRANSPORT 8 ITCH SITE 6101 SOUTH 181 e, ST. TU K':'1' ILA, WA. 90180 CLIENT REVIEW 35% CUENT REVIEW 5096 CITY SUBMITTAL NONE' ONE CN"Y GFTUi<WILA LIME DIAGRAM PERMIT CENTEA E5-0 NO DATE 3'C 3t9 /0 +111600KCNIL NEUTRAL +1114 /0 I$LATED GNA *1X4 GVD. 3'C- 344 /0 +1b6KCMIL N'_UTRAL +1X4/0 00 [BRAYED GN0. +1X4 GN0. 3'C- 3X4 /0 +Ib600KCNIL T NEUTRAL +1X4/0 ISRAEH GNn +1X4 GND. 3'C- 344 /0 +Ib600KCNIL NE il:+3N4 /0 [SLATED GND. #Ib4 GN0. 3'C- 3114 /0 +Sk60KCNIL NEUTRAL+3N4/0 0 ISOLATED GND. +144 GND. 3 NEUTRAL +lt4 /0 ISOLATED GN0. +lp4 GN0. P➢U DISTRIBUTION BOARD-A10503-AD ANP BUS 4HOV- 30- 3V+GRLND 65KAIC BUS BRACING LSIG � z 12•c - 3Xa /o lX2GNIl j 4oD Asv 3P 2 I2 3114 /0+1#2GNA _ TAI -l50 KVA- BPC -K13 400 -34V- 208/120 -3FSV - 3/4'C -1 #3 /O TO ACNGB O (2 SETS) 3'L- 3X250KLRR +2X250KCXR NEUTRPL*IR250KCXIL tSLATFB GROIARO+ lk 4GGAIMA 600AFR RUM HUS Y1_,�SOOATR 208/120/1 -30-4/1 cv ✓✓ 3 p 30KAIC BUS BRACING LSLG 2110 PERCENT NEU \ T I RAL BUS 225AFR 225AFR 225ATR 225ATR J 3P 3P 600 ASV 3P SETS) 2 1,C- 3114 /0 +1X2.40. TA2 -300 KVA- W'C -Kt3 480/1-30 -4V- 208/,20V -3FSV DOAFR 1000ATR 3P 'SIG &1TTERY 15 MINUTES DHA1 -2 (3 SETS) 3 V2•C-3X400KCNIL +21400 O ' N£UTRAL+1k400KLKL ISOLATED GRWN➢+ lk 2/OGROIDIA PW - A2 1000 AMP 0S 201/120/1 -30 -41/ 30KAIC BUS BRACING 200 PERCENT NEUTRPI_ HUS V -30-4/1 -3F4V BATTERY IS MRAITES 600 ASV SIG Q SETS) 2 V2'C -344/0 +lk2GN➢. 600 ASV 3P TA3 -300 KVA- HO'L -K3 480- 30 -4V- 20H/120V -30 -S1/ X3 /4 1113/11 TO ACM. SETS) 2 1/2'C- 3114/0 +1142GNA C2 SETS) 2 1/2•C- 304 /0+102.40. NEUTRAL +Ik400KCMR IS4LATE➢�R u RMDs ' 1% 2/OGROUN0. PW -A3 2138 ;A sus SW AY BUS 3 BRACING TRACING 200 PERCENT NEUTRAL BUS R 225AFR 225AFR R 225ATR 225ATR 3P P SEE DRAVING ES-0 FOR C11NTINUATIDN 600AFR 450ATR 600AFR 50A OAF ®© © i © ®© i =M C :MC CCC SOB ©CM mmolommr T e - 600 ASV CBI �7 = HNITETNY' BATTERY LS MINUTES IS !@RTES CBS NC C2 SETS) 2 1 /2'C- 304/041020ID. TB5-300 KVIF806C-K1.3 4130V-30-4V- 2011/120/1 -30-5,6 ''--3/4T- 1113/4. TII ACNGB SET. 3 12T- +2k104031d IEURCAL +IX4040]IR ISOLATED GROUND* If 2/ORAIIm - - -� PDU - HS 1200AFR IOW NP HUS 1000ATR 20B/120V-30iY 3P SKAIC BUS BRACING L5 � 2W PERCENT NEUTRAL. BUS 225ATR CBS N.D. BATTERY IS MINUTES L SETS) ST -311350 KC E. 103/0 GN0. 600AFR 600AFR 600AFR 45MTR 45CNTR 450.9TR 3P 3P 3P L13G ISlG LOG SET. 2 12 X4/0 SET. 2. V2T -3X4/0 SETS) 2 I /2E -3X4/0 MGM 1X2.46 00AFR 450.ATR LSIG 600 ASV SETS) 2 ]/2'C- 3X4 /O +1X2Q40. .'.SETS) v2"'-'4' Ik2GNA EOM mo wii fi Min mm� ac � �mm 225AFR 225ATR 3P TB3 -300 KVA- SVC -1.53 460V-30 -4V- 208 /120/1 -3FSV - -3/4'C -143/0 TO ACIIGB O S 3 12'C- 3N400KCMR+2X400KCMR NEIJTRASETL +30NOOKLMR ISOLATED.GROUND+ lX 2 /OCRWN4 PD 00 U AN 113 1200AFR 10 P BIAS 13r 2011/120/1-30 -41/ LS IG 200 PERCENT NE 30KAIL HITS BRACING LSUTRAL BUS SVI LIPS - 1111 400AFR 225ATR 11 2 SETS) ? L2'C -3X4/0 iX2GNA 600 ASV 3P DBBI -1 . SETS) 2 1/2 /9H02GND. (2 SETS) 2 12 - 3X4/0 +3112.4➢. ( 11' pLs11 IG_ . SETS) 2 1/2'C- 304 /0+Ik20.111 TAS /130--300 KVA- 80T -Kl3 400 208/12➢V -30 - 3FSV ' " - -3/4T -103/0 TO AC (3 SET. 3 V2'C-3l4WK[MR +2k400KCR N NEUTRAL +IN404(CNR (SLATED GR11UND+ 1! 2/OGROUNIl P➢U - AS 1000 ANP HLLS 2W /120/1 -3a -41/ 30KAIC BUS BRACING 200 PERCENT NEUTRAL BUS 225aFR l 225AFR 225ATR J 225ATR 3P 3P TA4-30➢ KVA-W'C-K3 z A�6 S- A-00'C -K3 208 /120/1 3 -S1/ ITV -30-5/1 R3/O TO ACNGH �3/4'C -1X3/4 'fO ACRGB C3 SETS) 3 I/2•C-3N400KCRR +2X400KCNI- �• CF SETS) 3 I /2'C-31400KCMIL +2X40 NEUTRAL +:k400KCMIL ISOLATE➢ GROUND+ NEUTRAL+1X400KCXR IS0.ATED GRRINB+ 1M 2/OGRDUND. li 2 /DGTZODND. a PDU_ I200AFR IOW AMP H11S 1200AFR 1000 A)P BUS IODOpTR 2011/ 120/1 -30-4/1 S 1000ATR 208/120/1 -30 -41/ 3P 30KpIL HUS BRACING 3P 30KAIC BUS BRACING SIG 200 PERCENT NEUTRAL BUS I LSIG \ 200 PERL NEUTRAL sus 225AFR 3P_ 3'C- 344 /0s111600KCMIL NEUTRAL +1X4 /0 [SLATED GNA+lN4 GNA. 3'C-3k4 /0 +IX600KCMR T NEUTRAL +1X4/0 [SLAE➢ GN ➢. +ll4 GND. 3'L- 344 /O+IN600KCRR NEUTRAL +1X4/0 ISOLATE]° LIA + {X4 GND. 225AFR 225ATR 3P ➢HAT -3 rp r A ENANCE BY -PASS (2 SETS) 2 1/2.C-Y4/0 1112.40. ASS C6 SETS) 3T -30400 KCMR +13250KCDL GND. SETS) 2 1/2•C- 304/0 +102.411 BATTER IS MDIUIES Y nHAt -6 3'C- 311{ /O +Ik600KCMR IEERAL+Il4/0 ISOATED RNIl +IMO GNA 3•c- 3u /D nwmKCNR lEUTRAL+LM/0 iSRATEp f;tID. +1X4 GN0. TA] -300 KVA- BOT -Kl3 480 -3F4V- 2W /120/1 -3FSV -3/4'C -1!3/11 TO lwnun 51S17:11 -TS' SETS) 3 V2'C-3l404([ NIL +211401- r FETITRAL+l04/0 'SLATED NEUTRAL +R400KCXR ISOATE➢ (O20UND+ IO'N + GNA It 2/➢GROINin. - - PA - A] 1200AFR 1000 ANP & 3076AIC BUS BRACING 200 PERCENT NEUTRAL BUS SAFR 225ATR 5015/1±2.01. 503 KVA 480V- 30-4V- 480V-30-4V 500 KVA 4 4WV- V -30-4/1 UPS - Al & BI DISTRIBUTION SYSTEM SEE ➢RAVING ES-0 FT1R LRITWUATION DBM -4 500 KVA 600 ASV 3P DB1 -3 OUTPUT BUS 2000 AMP BUS 400V -30 -3V 225AFR 225ATR k s Y2 STATIC BT PASS 06. SETS) 3'C -30400 KYIL +111250KCIIE GMT. t 32T -X4/0 1112.40. 3 ASV 2 V2T- 3X4/0+1k26NA l (2 X26101 SETS) 2 1/2'C -3X4 /0 1 THI -150 KVA -BO' 480/1-39 -4V- 200/120V -30 -S1/ �3 /fT- 1113/0 TO ACNGB (2 SET. 3'C- 3k250KCMR +2k250KCMR NEUTRAL +IN2SOKLRIL IS0.ATED GRDUNM 111 4GROUND. PN -BI i00AFR 600 AMP. Hl1S i00ATR 200/120/1 -3m -41/ 3P 30KAIC NHS BRACING SIG 200 PERCENF NEU sus FR 225AFR 225AFR 1 TR : 225ATR 225ATR J 3P _3P - 3'C 344 /O+IN600KCMR NEUTRAL +1X4 /0 ISOLATE➢ GNA *U4 GND. 3'L 3X4 /O+IX600KCMR NEUTRAL +1X4 /0 IS0.ATEB GNA +IN4 GNIl 3'C 344 /D +IX600KCMR NEUTRAL +1X4/0 ISLATED cxn. *R4 GNn 200DAPR 2000pTR NL 2 ' 0 t1ISTRIBUTIDN BOARD- 114' ➢B - BU 2000 AMP HITS 2 41 - 30 - 3 V+GROUND 651CAUC HUS BRACING CS SETA 2 12T- 304 /0H021240. TB4 -300 KVA- SVC-K3 4'X1/1- 30-4V- 208/120V -30-5,/ ''.. -3/4T -E0.3 /O TO CDLB : FL: 1 /2•C ISOATED GR0 /CC Is vaFN( 10mA PDU - 114 ICOO AMA BUS 2138/120V - 30 - 41/ 30KAIC BUS BRACING PERCENT 1E(IIRAL BUS TB2 -390 KVA- SVC -KIS 480V- 30-4V- 2W/120V -30 '' ''-3/4'C -1113/11 TO A 1200AF'R iD00ATR . SETS) 2 V2'C- 304/0 +102.40. 4 Ht400KC i ISOATED GROUNDS IX 2/WRDUNA PW M 1000 ARP BUS iftI ?OY=3B =4Y 30KAIC BUS BRACING 200 PERCENT NEUTRAL BUS 225ATR 225ATR 600 AS f2 SETS) 2 1/2•'-3114/0 +1X26 in ,Z4,7:7 480/1-30 -4V- 20B/120V -30 -S1/ -1113/4 TO A[MGB fi lif L+,k400KLRIL (SLATED GROUND +R li 2/OGROUNA - � P ➢U - H6 1200AFR lOW AMP DUS lONAT@ i'09f1@O we 200 NT NEUTRAL BUS 3'L- 344 /0 +1l600KCNR IEUTRAL +1X4/0 [SLATED b zDOC NEUTRAL +1X4 /O00 TEO ISLA GNn +1114 CND. 3'C- 344 /O+IX600KCRR NEUTRAL *1X4 /0 [SLATED GNA +LH GNn. 600 ASV 1200AFR SET. 2 1/2'C-304/0+IO2.0. Ti TH] -300 KVA- W'L -Kl3 3F4V- 208/I20V -30 -S1/ -3/4'C -1X3 /D T4 ACMGB CF SET. 3 1 /2'C- 3X40pKMR+2l400KCMR NEUTRAL +IipT !STATED GR 1, li 2/OGROUN4 PW - B] 015 1000 ANP 208/120/1 -30-4/1 I A 015 BRACIL 200 PERCENT NEUTRAL BUS 225. R 225ATR 200004.000 0 111 CO .E 9012 1031.377 N ride the IN we stm QWEST COMMUNICATIONS 13952 D V R \.i' ST RAP KV\AY, BUILDING 53 GOLDEN, 9, CO 81401 Ate. BRIAN C AC HMA PHONE: (760) 632 5326 FAX: (.,.) . PROJECT NUMBER DRAWN: BY TENANTIMPROVEMEN S FOR QWEST TIMEW1A WAMMMG1ON CLIENT REVIEW 35% CLIIENT REVIEW 50% CITY SUBMITTAL DRS DOCUMENT AND ITS IDEAS ANO DESIGNS ARE RE PROPERTY OF SASCO AND STAR NOT BE USED FOR ANT PROJECT OMER DIAN THE ONE IMBUED HERON. THIS DOCUMENT SOAR NOT BE LOANED. TRANSFER ED, OR DISCLOSED TO ANT LARD PARTY, NOR SHALL IT BE REPROOUCED OR NOOSED iN ANT WAY WTHDUT THE EMPRESS WPoIIEN CONSENT OF SASCO. THIS DOCUMENT (DRAWINGS AND SPEOFlCARONS)IS UNDER PROTECDCN OF ALL COMMIT LAWS AND OTHER REMDED RIGHTS CI EST COMMUNICATIONS SEAL TRAANSPOPT SWITCH SITE 6101 SO JTH % h ST. TU KWDLLA, WA. 98158 E51 NONE EIZEIMMENNEMMIN ONE LINE CITVOFTUKwI(A DIAGRAM-UPS Al -111 PERMIT CENTEP BATTEY R I S MINUTES IL NEUTRAL+ MATED GNII. tN600KCM[L NEIRRAL } X4/0 ISOLATE➢ 1/011 GND. EUT E➢ GND 3'L- 3X4 /D+ 1Y600KCNIL NEUTRAL+ tYb /O ISOLATED GM). +lYb GN0. 3 C 304/0+ 1060 0 NEUTRAL+ +111/0 ISOLATED GN0. +11/4 QlO. 3' 3X/0+ IN00KCMIL NEUTRAL+ INS IOLATED G.. +114 /0 GN BBAI -0 1 POU OISTRIBUIION BOAR,C1.011 -C1/) 000 AMP BUS 480X-03V+GROUN➢ 65KAIC 3- BUS BRACING 600 ASV 3P TC1-300 KVA - 80 -K33 600 ASV A BT ERY IS HRNTES 10600KC IT 2 V2'C -304/0 2614 SETA 2 112'C- 304 /0 +102.0➢. TC3 -300 KVa- 80'[ -K13 480 =- 30 -4V- 208/120V -30 -SV �3/4'C -1X3/0 TO PCNGB ASV (3 SETS) 3 V2'C- 3X4WKCML +2k400KCNIL NEUTRAL+1.X40CKCMR ISOLATED GROUND+ 111 21065041➢. 600 3 P SETA 2 1/2'6- 3X4/0+192.10. TC4 -300 KVA - 00'6 -K13 4 W V- 30-4V- 2W 4100 V -30 -SV - 3/4'6 -113/0 TO PCMGB G SETS) 3 V2'C-3Xg00KCMR +20400KLHR NEUTRAL+IN4WKCMIL ISOLATE➢ GROUND+ 1/:t 2 /OCMi0UN4 00 AER 1000 AMP BUS 208/1201 -3o- .000 ATR 30KA1C BUS B IP 200 PERCENT Q SETS) 2 '2"c-3"" sIp2GND. 225 PiR' 225 AFR 225 AFR 225 ATR 225 ATR 225 ATJ 3P 3' 3P 225 AFR 225 AFR 225 AFR 225 AFR 225 ATR . 225 ATR ,225 ATR 225 ATR � - (2 SETS) 2 ,2.-3.4/0 2 SETS) 2 1/21C-3.4/0 +1/02-1➢. 1X2610. (2 SETS) 2 112'C- 304/0 +10261➢. 400 V-304V 20e/120V -30 -SV " �3/4'C -103/0 TO AC6GH (3 SETA 3 1 /2'C- 3N400KGYIL 2+X400KLMR NEUTRAL +1Y400KCMR ISOLATED GRIPJND+ IX 2/OGROUN0. P ➢U p Cl 1000 MP BUS IDB /201 -30-4 WKP HUS BRACDiG 200 PER CEM NEUTRA BUS (2 SETS) 2 V2'C- 304 /0 +102.1D. TC2 -300 KVA - 80'6 -K13 1180X- 30-dV- WB /1201 -30-SV " �3 /4'C -Lk3 /O TD ALMGH (3 SETS) 3 V2'C- 3N400KCHIL +2X400KCM.R NELTRAL+1k400K I ISOLATED GROUND+ 1� 2/OGROUN0. SPARE / SEE ➢RAVING ES-0 FUR CONTINUATIDN (2 SETS) 3'C -30350 KCNIL +1113/0 GND 225 AFR 225 ATR 3P HATTER] 15 MINUTES 0811/ -7 U UPC Ifl 500 KVR 4801 -30 -4V 4801 -30-41 2000 RIP BUS 480X -30 -4V ➢BB -S MAINTENANCE BY -PASS I WCTU CA�FT 2000 KVA ^ sv SV2 1 480V-30-4V- 4801 -30 -4V STATIC Cg BY-PASS UPS OUTPUT B. Q SETS) 2 1/2.C-3114/0 fIp2GNA 360P 0 ASV SETS) 2 12'6- 304/0 +1!2-110. TCS-300 KV A - 80'6 -1,13 00 V 30 - 4V - 08/120 - 3 0 SV 1 - -3/4 -1113/0 TO ACMGB 600 ASV SV 06 SETS) 3'-311400 KCHIL +10250KCD4 G.0. TC6-300 KVA -W'` -- 480V-3o-4V- 208/120V -30-SV 00 AFR 50 ATR (3 SETA 3 ] /rC- 3k400KCMR +2lgpOKCtO. NE UTRAL+IN400KCMIL ISOLATE➢ GROUND+ It 2/005010. PDU - CS 10 AMP BUS 208/120v-30-4W 30(Aic BUS BRACING 200 PERCENT NEUTRAL BUS (2 SETS) 2 1/2 304/0+102@10. ��3/4'C - 1X3 /0 TII ACM. Q SETS) 3 V2'L-3X400KLML+2k40 K NEURAL+IN4WKCNIL [SCIATED GROOVD+ iN PJWROUN0. P➢Il -C6 AFR 1000 AMP HUS ATR 208/1201 -30-41 WKAIC BUS BRACING 200 PERCENT NEUTRAL HUS 225 AFR 225 ATR 3'C 3M4/0+ O6 00KCMIL NEUTRAL 1X4 ISOLATED GNA 3'C 3pd/0+ IN600KCNIL N EUTRAL+ IX4/O ISOLAT GN0. +1X4 GN0. C 600 AFR 450 ATR LSIG SETS) 2 142•6 -3.4/0 1/ .264-1➢. 600 1200 AFR TWO ATR F7 O NL 63P 03 ASV C2 SETS) 2 125- 3.4/0+1112]10. T137 -300 KVA - 80 -K13 1180X- 30-4Y- 20B /12w -36-SV TO f{N® STS, 3 12 30401KRUL+204110K(>_ tETIiRAL+114WK001. ISOLATED GROOID+ if 2/061IDIRA -'J7 1200 AFR 1 1000 PIP BUS 1000 ATR IIl 2013/.V-30-4V 31KAIC BUS BRACING LSIG 200 PERCENT NEUTRAL 13I6 (2 SETA 2 I/2'C- 3X4/0+012QID. 460-300 KVA- OI'C -IU3 480/1-30 -4V- 208/120J-30-5V '---- 3/4'C-IN3/11 TD ACMGB Q SETA 3 1/2'6 - 3X400.511 *21.00K M/L IL NDITRAL.1040UKO1R ISOLATED .ROwD+ Z/OGROHNA P1k1 -L 1000 BUS 301. BUS RA 30KAIC BUS BRACING \ 200 PERCENT NEUTRAL BUS 600 . AFR. 600 AFR 3P 450. ATR 450 ATR 3P LSIG LSIG SETS) 2 142'6 -304/0 SETS) 2 12'6 -304/0 Y2lRID. 102660 600 ASV moo C C Coo: o0 ©© 203 2038 Q SETS, 2 112'6- 3114/5 +1X2.10. TD5 -310 KVA- WC -K13 © 1180X- 30-4V- 208/120,30 - 5V ---.. " -- --3/4'C -11310 TO AOIGH SETS, 3 12'6- 3X400KCKD- +2X400KCNR NEINRAL+1114U0KCIm ISOLATED GROUD+ 1/i 2/065050. POI -D5 1000 ADP. BUS 2a8/120V-30-41 30KATC BUS BRACING 200 PERCENT NEUTRAL BUS 1200 AFR 1003 ATR 3P LSIG m ® ® 407 : 2D5 3O D LSIG AFR SETA 2'vrc - 3X4/ 1.2CMND. 225 AFR 225 AFR 225 A 225 ATR 3P 3P STA 2 12'6- 304 /0+1112.10. TOh.KVA- 80'6 -K13 480V- 30-4V- 208/1201 -30-51 1 _ 3/4'-103/0 1O ACHGB Q SETAa3 V2'C- 3X400KCML+2N400KCM NEUTRAL +1kd00KLMIL ISGLATED 651410+ IL IN 2/OGROINA PDII -M 1200 AFR � 1000 AMP HITS Lt8/]20V BRA IOW ATR 30KATC HUS HRACOG 3P LSIG • 200 PERCENT NEUTRAL BUS ID 225 TR MILWINVI 225 AFR 225 ATR 3P 225 AFR 225 ATR ) ATR 313 ::: 4 sr . . . . . . . . '''' :: � ffi m� m J. 1028 21PA 600 201 225 AFR 225 AF 225 ATR 225 AT /600 ASV I p 3P 600 AFR 450 PTR LSIG (2 SETS) 2 1 /2'C -304/0 +1X2-1➢. 3'L- 3114/0+ 10600KCMR NEUTRAL. + x440 ISOLATED @m. 1114 Q0 3' OrCtI0NEUTRAL+ + 1 #4. ISOLATED GN4 +014 RILL BA TER 15 MOUTES 3'C 3X4 /D+ .40 O IS _ NEUTRAL+ 1X4/0 ISOLATED , . +1 X4 Qm. 1200 AFR 2 00 ATR 3'C .4/0+ Ii600 NEUTRAL+ + 04/0 ISOATEO GN0. 1X4 GNA 304/0+ 111.1.145 NEUTRAL 111410 ISOLATED 6110. +1114 GND 3'C 4/0+ 3! IN600K LN4IL NEUTRAL+ U? SETS) 2 V2'C 1+100 ED GN0. - 314/0 +IY20m. TLT -300 KVA- BO'C -K13 900X- 30-4V- 208/120V -30 -SV ' '�3/4'C -103/0 TII AOIGB (3 SETA 3 V2O; A T E - OL L IO NEUTRAL +IM4O01(OIR ISOATED GROGNM Li 2/OGROINA POU - C7 � SOW AMP BUS 4V 1200 AFR 20B/12w-30- 1000 ATR 3000[6 BUS BRACING 3P 200 PERCENT NEUTRAL BIDS DBAI -8 ff SEE DRAWING E5-0 FOR COITTMMTIIR DBB1 -10 BATTERY IS MINUTES 500 KVA 480V-30-4V- 480V-30-4V Q SETA 3•C -3-1350 KOm_ +1113/➢ QMO. r N • UPS -I OUTPUT BUS l' 000 AMP BUS 480V -30-4V OHBI -6 2000 KVA SV2 1 480X -30-41 4801 -30 -4V STATIC BY -PASS SETS) 3'C -3X400 KCKIL +IO250KCIHL 610. DZD0OO 6450 00 PFR 600 AFR ATR 450 ATR 3P 3P LSIG LSIG 600 ASV 3P SETS) 2 1/2'C- 3114/0141.GRD. Q SET 2 1/2 -304/0 +1X2-10 TD3 -300 KVA - 80.6 -K13 480X-30 -4V- 208/120V -30 -SV �3 /4'L -1.3 /D TD AGIGH C3 SETS) 31 /2'L- 3X400KLMR +2X400KCMIL NEUSRAL+1X400KCML ISOLATED GROUN➢+ 1/i 2/OGROUND. PDU - D3 !WO PEP BUS Zoe /12w -0m -4v 30KAIC HUS BRACING 200'PERCENi NEUTRAL BIDS AFR 00 ATR 600 ASV SETS) 2 1 /2'C- 304/0 +012-10. T 0 - 4 V KVA -80'6 -1,13 208/I20 -30 -SV - " -1113 /O TO ACHGB 225 AFR ,225 AA 3P 403 Q SETA 312'6- 3N400KCMIL +204 I - SV HEUTRAL+IX400KCMR ISOLATED GROUND+ 111 2/OGRR➢. - 312 AFR POT/ AMP BUS 1201 -30 -4V ATR 30KAIC BUS BRACING 200 PERCENT NEUTRAL BUS 225 PFR 225 AFR [225 AFR � ATR 225 ATR 3'L 304/0+ 1//6001615 NEUTRAL+ ?AZT -AT" I SOLATED GNA 10 G N0. PDU DISTRIBUTION BOARD- DMPDB.1) 2000 AMP BUS 480X -30- 3X+-50410 65KAIC BUS BRACING _ _ SPARE, (z SETA 2 '2"'-'4" +!X2-10. 600 ASV 3P T➢I -300 KVA- 80.6 -K13 1180X- 30-4V- 209/I20V -30 -SV �3/4'C -113 /0 TG ACM.B (3 SETS) 3 V2'C-3l400KCNIL +2N400KCML NEUTRAL *IN400KCMR 60LATE0 GROUND+ 111 2/OGROUN0. PDU -D1 0 0 AFR 1000 AMP HUS 00 R 208/1201 -30 -4V 30KA1C BUS BRACING :1G ` 280 PERCENT NEUTRAL HUS_ AT (2 SETS) 2 1/2 3N4/0+1112GN0. t1 CI EST COMMUNICATIONS 13952 DENVER 1V ST LM (WAY, BULDING 53 GOLDEN, CO 3049 TM MOAN BACHMAN PHONE: (760) 632 5326 FAX: (,..) . PROJECT. NUMBER 200004.600 DRAWN BY NA CHECKED BY 2 3 S/ ■ SC® 18015 13171-1AVE ME. WOCC1NVILLE, WA 90072 ( 4 1X ) 0 008400 (800)531355 lKEN XB51 8)BBIB 1229.09 01.66.00 05.08:00 TENANT IMPROVEMENTS FOR � OR (WES❑ TULWLA. WiV18451T011 THIS DOCUMENT AND I7S IDEAS ANC DESONS ARE THE PROPERTY OF SASCO ANC SHALL NOT BE USED FCR. MY PRO ' OTHER THAN THE ONE 1.41E0 HEREIN. THIS DOCUMENT SHALL NOT DE LOANED, 7RANSTERRED, OR DISCLOSED TO MY 71-150 PARTY NOR 51A11 IT BE REPRODUCED OR MODIFIED IN ANY WAY %MOOT THE EXPRESS NUTTER CORSO) CF SECO. THIS DOCUMENT (DRAWINGS AND SPECIRCARONS) IS UNDER PROTEC➢ON OF ALL COPAN.' LAWS AND ONO( RESER. RIGHTS. Q\ )EST � C® 7 R � I �� M ( � M [O �ICA�T�IONS SEATTLE ELLS a A SPR S FCH SITE 6101 SOUTH 93Oth ST. TUKWILA WA. 98188 CLIENT REVIEW 35% CLIENT REVIEW 5096 CITY SUBMBTAL NONE ONE LINE REGEIV ED p� ILA �� ppFF��(��+c1TV OPTUMmLA DIIVAGRAM -UPSC Cl & D1 PERMIT CENT, FAULT STUDY S U M M A R PRE FAULT VOLTAGE 1.0000 MODEL TRANSFORMER TAPS YES BUS RECORD VOLTAGE AVAILABLE FAULT DUTIES NO NAME L-L 3 PHASE LINE /GRND 5 MS! 480, 66832. 251 I W SEC 208. 13160. 13960. 563 ICS' 10 ATS#Al NOR 480. 64538. 253 PDUB7 208. 12]05. 13241, 565 205 11 ATSkAl EOU 4b0. 64469. 255 137 208. 1122 t. 11131, 566 2051 IS DBAI 480. 61781. 256 287 208. 11221. 11131. 567 NS 25 UPS AIA 480. 55613. 257 367 208. 11221, 11131, 568 2050 30 PDB AI 480. 53927, 259 427 20fl 11221. 11131, 569 405 35 TAl PRI 480. 42]51 260 TB2 PRI 480. 40203, 570 305 36 TAl SEC 208. 13691. . 1351. 261 TB2 SEC 20 13577. 14268. 511 3051 40 PDU AI 208. 13203, 1595. 265 PDUB2 2 08. 13097. 13520. 572 3CSB 45 ]AI 208. II629. 1396. 2J0 iH2 208. 11904. 11826 573 3050 46 121: 208. 10335 9754. 275 222 223, 11904. 11826, 585 TC6 PRI 47 7116 208. 9269. 8501. 280 382 208. II543. 11341. 586 TC6 SEC 48 LAIC 208. 8384. 7519. 282 482 208. 11543. 11341, 590 PDUC6 50 211 206. 11994, 11885. 290 LH7A 208. 10000. 9553. 595 106 51 2AIA 208. 10635. IO123 291 1H7H 208. 8992 8344, 596 126A 52 2118 208. 9517, 8785. 292 3110 08. 8153. 7394. 597 1066 55 TA7 PRI 480. 33413. 295 TB3 PRt 480. 37550. 598 1060 56 Tq7 SEC 206. 13227. 14010. 296 TH3 SEC 208. 13450. 14175. 600 206 58 PDUA7 208. 12879. 13460. 300 PDUB3 208. 33092. 13613. 601 2061 59 IA7 208. 11360. 11289. 305 IB3 -- - - -208. - - - - 01898. - - II896: -- 60266 60 227 208. 11360, 11289, 310 223 208. 11537. 11404. 603 2C6C 61 3q7 208. 11360. 11289. 315 363 208. 11537. 11404. 604 406 65 TA2 PRI 480. 38890, 317 423 208, 13537, '1404, 605 306 66 T22 SEC 208. 13519. 14226. 320 2871 208. 10000. 9553. 606 3061 70 PDU A2 208. 13042. 13482 321 2878 208. 8992 8344, 607 3266 75 lA2 208, 11855, 11794. 322 2 208. 8153. 7391 608 3060 76 1121 208. 10521. 10053. 323 2670 208. 7447. fi632 620 OPSD 10 77 142B 208, 9422. 8731. 325 TB4 PRI 480. 35182 625 PUHDL 70 122' 208. 8512. 7101. 326 TH4 SEC 208, 13325. 14082. 630 ml PRI 80 222 208. 11497. 11311. 330 PDUB4 208. 12859. 13352. 631 .1 SEC 81 2121 208, 10226, 9689, 335 184 208. 11699, 11690. 635 P➢UD1 82 2126 208. 9179. 8450. 340 224 208. 11348, 11214. 640 ID1 83 2220 208. 8308. ]479. 345 384 208. 11348. 11214. 645 201 84 412 208. 1149]. 11311. 347 484 208. 11348. 11234. 650 300 85 312 208. 1149]. 11311. 350 3671 208. 10000. 9553. 652 401 86 3121 20 10226. 9689. 351 3676 208, 8992 8344, 650 T22 PRI 87 3226 208. 9179. 8450, 352 322 208. 615?. 7394. 661 T ➢2 SEL 88 3A2C 208. 8308. ]47 355 TH5 PRI 480. 32406. 665 P0002 89 4A2A 208. 10226, 9689. 356 THS SEC 208, L3I60. 13960. 670 102 95 222 PRI 480, 37174. 360 PDUBS 208: 12705. 13241, 675 202 96 TA3 SEC 08. 13435, 14164. 365 IBS 208, 11565, 1160E 680 302 100 PDU A3 08. 12962 13425. 370 285 208. 1.122L , 1113E 682 402 BUS RECORD VOLTAGE AVAILABLE FAULT DUTIES BUS RECORD VOLTAGE AVAILABLE FAULT DUTIES BUS RECORD NO NAME L -L 3 PHASE LINE/GRND NO NAME L -L 3 PHASE 'LINE /GRND NO NAME' 105 IA3 208. 11787. 11748. 375 365 208, 11221. 11131. 690 TD3 PRI 106 1131 208. 10464. 10019. 377 465 208, 11221, 11131. 691 TD3 SEC 107 lA3H 208. 9376. 8704 385 TB6 PRI 480. 20004. 695 PDUD3 108 1130 208. 8473. 7680. 386 TB2 SEC 200, 7746 9188. 700 103 110 213 208. 11431. 11268. 390 P➢UH6 208. 7453: 7747. 705 203 III 2131 208. 1 9657. 395 186 208. 7020 7128. 710 303 Sl2 2138 208. 9134. 8425. 400 266 208. 688 5. 6941. 712 403 [t3 2130 208. 8271. 7459. 405 386 208. 4175 3826 720 m4 PRI IC4 413 208. 11431. 11268 407 466 208, 68 6941, 721 m4 SEC LIS 313 208 11431. 11268. 410 UPSCIC 480. 5785, 725 PDUD4 116 3131 208, 10172, 9657. 415 PDBCI 480, 492& 730 ID4 117 3138 208. 9134. E: 420 TCL PRI 480. 43881. 735 204 II8 3130 208. 8271, 7459. 421 ICI SEC 208, 13733, 14382. 740 304 119 4131 208. 10172, 9657, 425 PDU"' 208, 13243 13624. 742 424 120 IA72 208, 10112. 9670. 430 iCl 208. 12032 11910. 760 TDS PRI 121 1176 208, 9083. 8433. 431 110: 208. 9098. 8446. 761 TDS SEC 122 1171 208. 8228. 7464. 432 I'1H 208, 8409. 7670, 765 PDUDS 125 T24 PRI 480. 35584, 433 LCLC 208, 7815 7024, 770 iD5 126 TA4 SEC 208. 13351. 14102 434 401 208. 11656. 13419. 775 205 130 PDU A4 208. 12884. 13369. 435 221 208. 11666. 11419, 780 305 135 IA4 208. 11718. 11703. 436 2611 208, 8857, 8171, 782 405 136 IA4A 208. 10409. 998, 437 2016 208. 8857. 8171, 790 TD6 PRI 137 1146 208. 9330. 8678. 438 2CIC 208, 8857. 8171. 791 TD6 SEC 138 IA4C 208. 8434. 7659. 440 301 208. 1 1666, 11419. 795 PDUD6 140 214 208. 11366. 11226 441 3011 208. 8857, 8171, 800 1116 140 2A4A 208. 10019. 9625, 442 3212 208, 8857. 8171. 805 206 142 2146 208. 9090. 8400. 443 3CIC 208. 8857, 8171. 810 326 343 224' 208. 8234, ]439, 444 4C'A 208. 10367. 9]74. 812 406 144 414 208. 11366, 11226. 455 TC2 PRI 480. 41823. 820 m7 PRI 145 314 208. 11366. 11226. 456 TC2 SEC 208, 13647, 14319, 821 TD7 SEC 146 3A4A 202. 10119. 9625. 460 PDUC2 208. 13162. 13567. 825 PDU07 147 3A4H 208. 9090, 8400. 465 SC2 208, 11962, 11864. 830 iD7 148 3140 208, 8234. 7439, 466 1021 208. 9052. 8419. 835 207 150 2AIA 208. 1 0112. 96]0. 467 3026 208, 83]0. 7648. 840 327 151 2178 208. 9083. 8433. 468 IC2C 208. 8266. 7570, 842 4➢] 152 2170 208. 2101. 1674. 470 202 208, 11599, 1137], 850 TC7 PRI 153 417 208. 11360. 11289. 411 2021 208. 10611. 10108. 851 TC] SEC 155 TA2 PRI 480. 33413, 472 2026 2118. 1 0611, 10108. 855 PDUC7 156 TAU SEC 208. 13227, 14010. 473 2020 208, 10312 9741. 860 ICI 160 PDU AS 209. 12767. 13286. 474 402 208. 2291. 1825. 861 1071 165 OAS 208. 11618. 11636, 475 322 208. 11599, 11377, 862 10TH 166 NASA 208. 10326. 9934. 4J6 3021 208. 10611. 10108, 863 1272 BUS RECORD VOLTAGE AVAILABLE FAULT DUTIES BUS RECORD VOLTAGE AVAILABLE FAULT DUTIES BUS RECORD NO NAME L -L 3 PHASE LINE/GRND NO NAME L -L 3 PHASE LINE /GRND NO NAME 167 LASB 208. 9261. 8638. 2;1711222 208. 1061E IC308. 865 207 168 1150 208. 8377. 7627. 208. 10611. 10108. 866 22A 170 215 208. 11270. 11164. 479 4021 208, 2228, 1773. 867 2078 171 2154 208. '0040 957]. 490 TC3 PRI 480. 3991 868 2CIC 172 RASH 208. 9025. 8362 491 TC3 SEC 208. 13561. 14256, 869 407 t]3 2150 208. 8180. 7409. 495 PDUC3 208. 13092. 13510, 870 3C] 174 415 208. 11270. 11164. 500 lC3 208, 11893. 11818. 871 3C7A 175 315 208. 11270. 11164. 501 1031 208. 10864, 10464. 872 3076 176 3251 1 208, 0040. 95]7. 502 1[36 208. 10864. 10461 873 3CIC 177 3156 208. 9025, 8362 503 IC3C 208. 10554. 10073. 860 Ell NOR 178 3150 208, 8180. 7409. 505 223 208, 11533 11334, 881 2 EOU 180 3171 208. 10132. 9670. 506 2231 208, 10554, 10073 890 TG1 PRI 181 3178 208. 9083. 8433. 527 2232 208. 10554. 10073. 891 TGL SEC 182 3172 208, 8228. 7464. 508 2030 208, 10554. 10073, 895 GL1 185 TA6 PRI 980. 21530. 5[19 403 208. 11533. 11331 900 TMDP PRI ID6 TA6 SEC 208. 7831. 8251. 510 303 208, 11533. 11334. 401 TMDP SEC 190 POU A6 208. 7533. 7804. Slf 3031 208. 10554, 10073 905 MDP-1 EKIS 195 IA6 208, 7092, 7177, 512 3CSB 208. 10554, 10073. 2005 MS2 196 126: 208. 6569. 6473, 513 3[31 208. 10554. 30073. 2030 ATS #A2 NOR 197 1166 208. 6112 5889, 520 TC4 PRI 480. 39012 2011 ATS.2 EOU 198 1160 208. 5709. 5398. 521 TC4 SEC 208, 13519. 14225. 2015 2PPA2 200 216 208. 6954, 6988 525 P➢UC4 208. 13042. 13482, 2020 ATSkB2 NOR 201 2161 ?. 6449. 6317, 530 IC4 208, 11858, 11796, 2021 ATS4132 E. 202 2166 208. 6007. 5758. 531 INS 208. 10834. 30446. 2025 2PPB2 203 2160 208. 5616. 5287. 532 IC4B 208. 10834. 10446, 2030 TBI PRI 204 316 208. 4203. 3842. 533 1040 208.. 10525. 10056. 2032 TB1 EC 205 ATS #BI NOR 480. 64538. 535 204 208. 11500. 11313, 2033 MA S UCT1 206 ATS #BI EOU 480, 64469. 536 2C4A 208, 10525. 10056. 2034 LH2A SECT2 207 4q6 208. 6954. 6988 537 2046 208. 10525. 10056, 2040 TB2 PRI 210 222 420, 62304. 538 2040 208, 10525. 40056, 2041 TB2 SEC 215 3161 208. 3994. 3618, 539 404 203. 11500. 11313, 2045 PB2A 236 3A2B 228, 3805, 3420. 540 324 208. 11500. 11313. 2046 PH2H 217 3160 208, 3633. 3241. 541 3041 208, 10525 10056. 2050 B LB2 218 416: 208. 6449. 6317. 542 3048 208. 10525. 10056, 2100 GEN 1 TO 6 220 UPSBIB 480. 55613. 543 3040 208. I052S 10056. 3000 MUC UTILIT 225 PDBBI 480. 51561. 544 4'41 208. 8007. 7316 230 T2l PRI 480. 41157. 550 TCS PRI 480, 36507. 3005 MPCS 230 TBL SEC 20 ^0, 8416. 86]2. SSL TC5 SEC 208. 13393. 14132. 3010 PCSIA 235 P➢UB1 208. 8224. 8385. 555 PD 208. 12924. 13397. 3015 PCS1B 240 1B1 208. 7715. 7677. 560 105 208. 11755. 11728. 3020 SS #1B PRI 3021 SS #1B SEC 245 281 208, 7557. 7464. 561 ICSA 208, 10746, 10391 Taal] 480. 32406. 56 IE 208. 10746. 10391, 3025 SCS3B HUS RECORD VOLTAGE AVAILABLE FAULT DUTIES BUS RECORD VOL TAGE AVAILABLE FAULT DUTIES 3030 NSDI NO NAME L -L 3 PHASE EINE/= NO MANE L -L ' 3 PHASE LINE/GRND 3059 SS #IA PRI 3051 SS #IA SEC 3055 SCSIA 3100 PCSIA 3105 PCS2B 3110 SS #28 PRI 3111 SS #211 SEC 3115 SCS28 3120 MSD2 3150 SS #2A PRI 31St SS #2A SEC 3155 SLS2A 208. 208. 206. 208. 208. 208. 208. 20fl 202. 208. 480, 208, 208. 208. 208. 202, 208. 208. 208. 206. 208, 208. 20. 8 208. 208. Zoe. 480 0. 480. 208. 208. 208. 200 208, 208. 480. 208, 208. 208, 208. 208, 208, VOLTAGE L -L 480, 208. 208. 208. 208. 208, 208. 480. 208. 208. 208. 208. 208. 280, 480. 208. 208, 208. 208, 208. 208. 480, 208. 208. 208. 208. 208. 200, 480. 208. 208. 208, 208. 208, 208. 480. 208. . 208 208. 208. 208. 208. VOLTAGE L -L 208, 208. 208. 208. 208. 208. 208. 208, 208. 480. 58641, 5947. 480. 480. 208. 208, 480. 208. 200. 480. 480. 63283. 480. 63170. 480. 6099& 480, 6327 480. 63170. 480. 480. 480. 480. 480. 480. 208. 222. 208. 480, 480. 12470. 12470, 12470, 12470, 12470. 480. 68080. 8796 480. 68]76 480, 62774, 12470. 808E 480. 68797. 480. 68781, 12470, 12470. 12470. 480. 68669 480. 68651. 480. 68642 12470. BO80. 480, 68669. 480. 68645. 10441. 10005. SOURCE OF PVR 56 TA7 SEC 11402 11249. 12111: 10005. ITEM DESCRIPTION a CONNECTED LOAD * DEMAND LOAD * DESIGN LOAD 10005. KVA AMPS KVA AMPS KVA AID'S P F local. boos. BRANCH LOADS 11402. 11249 59 lA7 69.1 11402 11249. 60 2 65.7 10441. 1000 61 3A7 74, 9 10441. 1005, 353 4 17, 3 10441. 10005. TOTALS 226.9 629.9 163 5 453 8 163.5 453 6 -90.0 36500, 13393. 1413 12924. 1339 11755 11728, 10]46 10391, LOAD SCHEDULE FOR 70 PW A2 208. MILTS LINE TO LINE SOURCE OF PVR fb TA2 SEC 10746. 1039(. - - - -- - - - -- 10441. 10005, ITEM DESCRIPTION s CONNECTED LOAD * DEMAND LOAD * DESIGN LOAD s X -- -- - --- LOAD DESCRIPTION UNITS CONNECTED DEMAND DESIGN POWER FACTOR 11249. KVA AMPS KVA AID'S KVA AMPS P F ITEM DESCRIPTION * CONNECTED LOAD * DEMAND LOAD * DESIGN LOAD * % TYPE J_DAD 3907. LOAD 104¢ .. 112111402.1: 10005. - _- ____-- _______ -_ KVA - AMPS KVA - AMPS ICV� AAPS F ___-__-__-____- 10005. BRANCH LOADS GENERAL LOADS KV 3516.6 1803,3 1803, 3 75 .2 2 69.1 191.9 69.1 391.9 69.1 191.9 10. 0 BRANCH LOADS - 1703. 2 -673 4 -873. 4 10441, 10005, 80 212 65. 185. 3 65, 7 182 3 65.7 1. 3 10. O 530 104 69.1 191 9 69.1 19L 9 69.1 191, 9 -90. 0 ,11,/,,,,,M 3 2003, 7 2003.7 90. 0 LAGGING 11402 11249. 84 4p2 31 6 95.9 34, 6 95 9 34.6 95.9 10. 0 535 204 6S 7 182.3 65.7 182 3 65 ] 182. 3 -90. 0 11402 11249, 85 3A2 65, ] 182 3 65, 7 182 3 6S 7 182 3 10. 0 539 404 36 6 95, 9 34, 6 9 9 34, 6 95, 9 -90, 0 LIGHTING KV 67.2 2 114. G 3044E IOOOS TAUS --- --- 540 304 65 7 182 3 65.7 182.3 65 7 182, 3 -90, 0 KVAR -22. L -i... 1 -27. 6 10441. 10005, TOTALS 235.0 652. 3 167.5 464.9 167.5 464. 9 -90. O KVA 70.8 8 88.4 95.0 LAGGING MEALS 235 O 652. 3 167.5 464.9 367.5 464. 9 -90. 0 0441. 10005. RECEPTACLES KV 51.9 30.7 30.7 6049. KVAR -17. L 10. 1 -10, 1 50814. KVA I. 32 3 32.3 95.0 LAGGING 37123 LOAD SCHEDULE FOR 100 PDU A3 208, WILTS LINE TO LINE 13427. 14158. SOURCE OF PVR 1 2 7)L SEC LOAD SCHEDULE FOR 555 PDULS SOURCE IF PVR 551 TC5 SEC K 208. VOLTS LINE TO LINE HEATING KV R . D . 140.7 140. 1]5. 9 -- - VA '73 O 13071, 1358, ITEM DESCRIPTION a CONNECTED LOAD a DEMAND LOAD * DESIGN LOAD * X KVA 140.7 l4Q 175. . 9 100. 0 UNITY 11520. 11520. 11393 11393 . M KVA AMPS KVA AMPS KVA PS P F ITEM DESCRIPTION * CONNEC ANPS K TED LOAD s DE VA M2ND LOAD AMPS a DESIGN LOAD al KVA KVA AMPS P F MOTOR LOADS KV 3043,8 3043 8 3043 8 11520. 11393. BRANCH LOADS '11'/AR -2283. 0 -2282 - 2282.8 11520 11393. 105 IA3 69.1 191.9 69.1 191.9 69 1 1919 -90.0 BRANCH 111105 KVA 3804.7 3804, 7 3804. ] 80.0 LAGGING I IO 213 6S 7 182 3 65.7 4.82 3 65.7 1413 -90.0 560 105 69. I 191.9 69.1 191.9 6 9.1 191. 9 -90 0 35541 11.4 413 30. 6 95 9 31 6 9S 9 316 95.9 JO O 565 215 6S 7 182, 3 6S 7 182 3 6S 7 182 3 -90, 0 LARGEST MOTOR KV 6 4 6 4 B. 0 13341 14096, 115 313 65, 7 182 3 65, 7 182 3 6S 7 182 3 -90. 0 569 405 34.6 95.9 34. 9 5 9 31 6 9S 9 -90.0 KVAR 1 8 - 1 B 6. 0 12991. 13540. 570 305 58. 8 163.1 SB. B 163 1 58. 8 163. 1 -90.0 KVA fl O 10. 0 80. 0 LAGGING 11454. 11350. TOTALS 235, 0 652, 3 167, 5 464, 9 167.5 461 9 -90.0 11459. 11350, 11454, 11350, 11454, 11350, AVAIL2HLE FAULT DUTIES 3 PHASE LINE /GRND 55452, 6142, 1716, 1669. 62959. 3236, 4960. 1 1595, 3 9126. 65125, 60998. 42723. 3661 3768. 3630 3733. 3634. 3723. 3]97, 6051. 61.93. 5834. 5899 5804. 5821. 56393 0. 8123 8116, 8088, 808, 8088. 8085 8077. LOAD SCHEDULE FOR '130 PDU A4 SOURCE DF. PVR ,126 TA4 SEC 11079, 11038. 11079, 11038. LOAD SCHEDULE FOR 190 PDT A6 208, VOLTS LINE TO LINE 11079, 11038. SOURCE OF PVR 186 TA6 SEC 39718. ---- - -- --' kr SCHEDULE ERR 2005 MS2 480. VOLTS LINE TO LINE 13551 1425 L. ITEM DESCRIPTION . CONNECTED LOAD a DEMAND LOA➢ s DESIGN MAD * X SOIRfF [F PVR 3120 MSD2 KVA MPS KVA AMPS KVp MPS P F 13195. 13684. -- ITEM DESCRIPTION s CONNECTED LOA➢ * DEMAND LOAD * DESIGN LOAD 11619 13684. BRANCH LOADS KYA AMPS KVA AMPS KVA AMPS P F 11619. 11458, 195 ID6 69, 1 191, 9 69, 1 191. 9 69. I 1 191 9 -90. 0 11619. 11458. 200 216 6 9.1 191.9 69.1 191. 9 69. L9L 9 10. 0 BRANCH 11458. 204 316 69.1 191, 9 69.1 191 9 69 t 191. 9 -90.0 2010 ATS#A2 NUR 2014, 0 2422 5 2014, O 2422 5 2016, 0 2424, 9 -80, 0 207 416 34.6 9S 9 34.6 95 9 1'6 6 95, 9 -90.0 2020 ATSNB2 NOR 1972 2 2372, I 1950, 8 2346, 5 1971, 9 2371, 9 -81. 7 34975. - - -- 20.50 LB2B 129.9 156, 3 129 9 156 3 162, 4 195, 3 100. 0 13310. 14071. TOTALS 2419 671.5 371.0 474.5 171.0 471 5 -90. O 12646 3342 TOTALS 4091.5 4921.3 4070, 1 4895, 6 4117, 9 4953, 1 -82 2 13338 11208. 8641, 8046, LOAD SCHEDULE FUR 210 DHBI 480. VOLTS LINE TO LINE 8643. 8046 SOURCE OF PVR 206 ATS #Hl BTU LOAD SIHEDILE FIR 2015 2PPA2 SOURCE OF PVR 2011 ATSDA2 EOU 480. VOLTS LINE m,LINE 7917 726 5. -- -- AVAILABLE FAULT DUTIES ITEM DESCRIPTION s CONNECTED (DAD s DEMAND LOAD s DESIGN LOAD .z 3 PHASE LINE /GRND KVA ANPS KVA MPS KVA ALPS PF ITEM DESCRIPTION * CONNECTED L@1D a DEMAND LOAD * DESIGN LOAD a y, ' - KVA ANPS KVA ANPS KVA AMPS P F 11336 11208. BRANCH LOADS 8641. 8046 410 UPSCIC 15]9.4 1899.7 839.7 10(0.0 839.7 I 10.0 USE DADS 8641. 8046. 620 UPSD10 ' . 0 . 0 . 0 . 0 YARNING LUAD LOAD IS ZERO � NN REEDIT'. LOADS 2006 0 2412 6 2006 0 2412 8 2006.0 2412. 8 -80. .0 8641. 8046, - - - - -- LARGEST MOTOR 8.0 9, 6 D 0 9 6 10, 0 12.0 -80. 0 11338. Ii208. TOTALS 379.4 1899.7 639.7 1010. 0 839 ] 1010. D -90.0 - - -- - - - -- 11338, 11208. 8641. 8046. 8641, 8046. 8046. LOAD SCHEDULE FOR 415 PDBCl SOURCE OF AYR 410 IPSCiC ITEM DESCRIPTION * CONNECTED LOAD a DEMAND LOAD • DESIGN LOAD * P Y. I4 KVA AMPS KVA MPS KVA MPS F ITEM DESCRIPTION .* CONNECTED LOAD a DEMAND (DAD s DESIGN LOAD X 17F!x -- - __- - - KVA AMPS KVA AMPS KVA AMPS P F 1725. BRANCH LOADS 420 1 TCl PRI L 4 161 197, 3 164, 0 197.3 0. 455 TC2 PRI 235 .0 271 282 7 16]. 0 5 201.5 167.5 201, 5 -.1 490 Tq PRI 221.2 282 266 0 160. 8 193 2 160. 6 193 2 10. 520 TC4 PRI 235, 0 7 167, 5 201.5 167, 5 201 5 -SID 550 TCS PRI 228. I 274.4 160. 0 191, 3 164.0 197. 585 TC6 PRI 210.8 253 6 155. 4 196 9 126 9 -90. 850 TC7 PR I 221.2 266 0 160. 6 193 160. 6 2 160.6 193 2 -90. TOTALS 1579, 4 1899, 7 839, 7 1010. 0 839.7 I010. 0 10. LOAD SCHEDULE FOR 425 PDUC1 SOURCE OF PVR 421 T. SEC ITEM DESCRIPTION a CONNECTED LOAD KVA ANPS BRANCH LOADS 430 1C1 69.1 191.9 69, 1 191, 9 434 421 24.2 6, 2 24, 2 67. 2 435 201 69, 1 191, 9 69.1 191. 9 440 3C1 65 7 185. 3 65.7 182 3 TOTALS 228.1 .3. I 164.0 455, 4 LOAD SCHEDULE FOR 460 PDUC2 SOURCE OF PVR 456 TC2 SEC 191, 9 69, 1 191.9 69 1 191. 9 -90.0 BRANCH LOADS 182. 3 6S 7 L. 3 65.7 1. 3 -90.0 500 1C3 207.8 71 9 20].8 ]A 9 207.6 10.0 05 203 48.0 17.3 48. 0 1 7.3 48. 0 -90. 0 509 403 510 303 208, VOLTS LINE m LINE 480. MILTS LIRE TO LINE DEMAND LOAD * DESIGN LOAD s % KVA AMPS KVA AMPS P F 164, 0 455, 4 -90. 0 208. MILTS LINE m LINE ITEM DESCRIPTION s CONNECTED LOAD s DEMAND LOAD * DES MAD AD * X KVA AMPS KVA AMPS KVA ANPS P F BRANCH LOADS 465 IL2 69, I 191, 9 69, I 191. 9 69, 1 191, 9 -90. 0 470 22 6.7 182 3 65, 7 182 3 65.7 182 3 -90. 0 474 402 34, 6 95.9 34.6 .95.9 34.6 9S 9 -90. 0 475 302 65, 7 182 3 65, 7 182 3 6S 7 182. 3 -90. 0 LOAD SCHEDULE FOR 3030 MSD1 SOURCE DE PVR 3055 SCSIA TOTALS 235. 0 652 3 107, 5 464, 9 167, 5 464.9 10, 0 LOAD SCHEDULE FUR 495 PDUC3 208. VOLTS LINE TO LINE (DAD SCHE ➢UL FO R 3120 MS ➢2 480, VOLTS LINE TO LINE SMARM OF P 491 TC3 SEC SOURCE DF PVR 3155 22A ITEM DESCRIPTION a CONNECTED LOAD * DEMAND LOAD At DESIGN LOAD a X ITEM DESCRIPTION a CONNECTED LOA➢ DEMAND (DAD s DESIGN LOAD s KVA AMPS KVA AMPS KVA AMPS P F KVA AMPS KVA ANPS KVA AMPS P F LOAD SCHEDULE FUR 525 PDUC4 SOURCE OF PVR 521 TC4 SEC (DAD SCHEDULE FUR 590 PDUC6 SOURCE OF FOR 566 TC6 SEC, LOAD SCHEDULE F OR 2025 2PPH2 S[R1RLE OF PVR 2021 ATS#B2 EOU LOAD SCHEDULE FOR 3005 :O SOIDRCE OF PVR 3000 :OUT.. BRANCH LOADS 69, 1 191, 9 69, 1 191.9 69.1 191, 9 -90.0 2005 MS2 4091.5 4921, 3 4070, L 4895, 6 4117, 9 4953 1 -82 2 65, 7 182. 3 - 65. 7 182 3 65 7 182 3 -90, 0 -- - - -- -- -- -- 17. 3 48, 0 17.3 48 0 17, 3 48, 0 -90, 0 TOTALS 4091.5 4921, 3 4070, 1 4895.6 4117, 9 4953. 1 -82 2 69.: 191, 9 69.1 191.9 69, 1 191, 9 -90. 0 IDEALS 221.2 613 9 160.6 445.8 160. 6 445, 8 -90, 0 TOTALS 228. 1 633, 1 161 0 455, 4 161 0 455, 4 -90. 0 34087, ITEM DESCRIPTION s. C LOAD s DEMAND LOAD Al DESIGN LOAD s X 13261. 14035. KVA AMPS KVA AMPS KVA AIDS P,F ITEM ON DESCRIPTI * CONKVA NECTED (DA KVD s DEMA ND .LOAD S AMP KVA *' DESIGN LOAD AMPS • P X LOAD DEMAND TABLE 12912 13483, - - ANPS -- - 11 - 089, 1138. BRANCH LOADS LOAD DESCRIPTION LOAD FIRST DEMAND SECOND DEMAND THIRD DEMAND X DESIGN 11385, 1138. 135 A4 691 191,19 691 19149 69- 1 191.9 - 90.0 BRANCH LAOS TYPE KVA 'L KVA X KVA 'l PF FACT 140 214 6S 7 18213 65.7 182 3 65, 7 182 3 10. 0 595' 106. 69. 1. 191.9 69:.1 191.9 69.1 191: 9 -90:0 -- - - - -- - - -- - -- 11389. 11308, 144 414 17. 3 48.0 17.3 48. 0 I7. 3 .48.0 10.0 600 206' 65, 7 182 3 65. .7 1823 65, 7 182 3 -90: 0 i 1389. 11308. 145 314 69. 1. 191.',9 69.1 191.9 6 i 1 91 9 -90. O 604 406. 1]. 3 Al 0 17, 3' 48. 0. 17.3 48, 0 -90:0 GENERAL LOADS I 100. 100. pLL 50. ALL 50. -90. 0 1. W 32083 = - - -� - 605 306 58.6 163 I se. 8 163 3 58.8 163. L -90:0 LI6HTING 2 ALL IOQ ALL 100, ALL 100, -9S 0 1, 25 1313& 1394, TOTALS 221.2 613'. 160. 6 445 8 160. 6 445 8 - 0 RECEPTACLES 3 10. 100. ALL 50, ALL 50, -9, 0 1, 00 12795. 1339. TOTALS 210. B 585 2 ISS 4 431.4 155, 4 431: 4 -90.0 HEATING 5 ALL 100. ALL 100. ALL 100. 100. 0 1. 25 MOT2R LOADS 9 AL 100. ALL 100 ALL 100. -80.0 1. 00 112;;'. 11244. , LARGEST MOTOR 10 pLL 100. A LL 100. ALL 100, -80. 0 1. 25 11244 11293 13244. (DAD SCHEDULE FOR 160 PD l AS 208,. VOLTS LINE TO. LINE 11293. 11244, SOURCE OF PVR 156 TAS SE LOAD SCHEDULE FUR 870 307 208. VOLTS LINE TO LINE 30862 - SOURCE OF PVR 855 PDUC7 ITEM DESCRIPTION s CONNECTED IDAD s MAND LOAD * DESIGN LOAD • % 13057. 1 3884. KVA AMPS K MPS KVA AMPS P F ITEM DESCRIPTION s CONNECTED LOAD • DEMAND LOAD s DESIGN LOAD a 1271 B. 13343. - -- - - - -- KVA ANPS KVA ANPS KVA ANPS P F 1122 21202 BRANCH ADS LO 1 11202. 165 OAS 69, 1 191, 9 69.1 191.9 69. I 1919 -90. O END LOADS USE 11229, 11202. 170 215 69, 1 191.9 69 1 1919 69 1 191, 9 10. 0 B ill USE LOADS 17.3 48.0 17.3 48 0 I7. 3 48.0 -90. 0 174 415 17, 3 48 0 17, 3 48. 0 i7. 3 48.0 10. 0 BRANCH LO 1ADS 11229. 13202 1]5 315 69.1 191.9 69.1 291.9 69.1 191.9 10 D'.. 871 3171 l7, 3 48. 0 1]. 3 48. 17.3 48 0 -90, 0 29722 -- 872 .7B 17, 3 48.0 17, 3 48 0 1, 3 40, 0 -90, 0 129]7, 13824. TOTALS 224, 6 .3. 5 162 3 450. 6 162.3 450. 6 -90.0 873 3C7C 17, 3 48. 0 17.3 4Q 0 17, 3 48.0 -90. 0 12533 13117. 13079. 11038. TOTALS 69. .1 1919 69.1 191.9 69 1 191. 9 -90. 0 TOTALS 2014, 0 2422 5 2014, 0 2422 5 2016 0 2421 9 - 80,.0 END USE LOADS MOTOR LOADS 1789.6 2152 6 1789, 6 2152 6 1789, 6 2152, b -80. 0 LARGEST TUTOR 8. 0 9. 6 8. 0 9. b 10.0 f 2. 0 -80. 0 BRANCH LOADS 2030 TB1 PRL 109.7 132 0 109.7 132 0 127, 4 153. 2 -93. 6 2040 TB2 PRL 72 B 87.6 SQ 5 60. B 53.1 63 9 -96. b TOTALS ism 2 2372 I 1950. 8 2346, 5 1971, 9 2371, 9 -81, 7 LOAD SCHEDULE FOR 3000 MUC UTILIT 12470. VOLTS LINE TO LINE 208. VOLTS LINE TO LINE SOURCE OF FOR mom SOURCE BUS ITEM DESCRIPTION * CONNECTED (DAD s DEMAND LOAD * DESIGN LOAD a % KVA ANPS KVA AMPS KVA AMPS P F BRANCH LOADS 3005 MPCS 7927.3 367, 0 6010. .5 278. 3 6059, 5 280. 5 -84. 9 69. I 191. 9 -90. 0 -- - - - -- 24, 2 67, 2 -90. 0 TOTALS 7927, 3 367, 0 6010. 5 278.3 6059, 5 280, 5 -84, 9 69, 1 191.9 -90. 0 65.7 182 3 -90. 0 DEMAND KVA 480. VOLTS LINE TO LINE 1247Q VOLTS LINE TO LINE LOAD * DESIGN LOAD Al X AMPS KVA AMPS P F BRANCH LOA 3010 PCSIA DS 3861. 2 178, 8 1980. 6 91, 7 1980, 6 91, 7 -90. 0 31041 PCSIA 4091.5 189.4 4070. 1 188. 4 4117, 9 190. 7 -82. 2 TOTALS 7927.3 367, 0 6010.5 270 3 6059 5 280, 5 -84. 9 480. VOLTS LINE TO LINE ITEM DESCRIPTION s CONNECTED (DAD • DEMAND LOAD * DESIGN (DAD * Z KVA AMPS KVA AMPS KVA AMPS P F BRANCH LADS 5 MS1 3861. 2 4644.3 1980_6 2382 3 1980. 6 2382. 3 -90. 0 TOTALS 3861, 2 4644, 3 1980, 6 2382, 3 1980. 6 2382, 3 -90, 0 asssssRXXXXXXXs**aaaaaaa.01EMM Mt7( 7 208, VOLTS LINE TO LINE LOAD BUS 3000 MCC UTILIT 12470. VOLTS LINE TO LINE TOTAL LOADS KW 6826.6 5092.1 5145.7 KVAR -4029, 9 -3193 2 -3199, 9 KVA 79273 6010. 5 605, 9 5 X PF 86 . 1 81 7 81 9 208. VOLTS LINE TO LINE LAGGING LAGGING LAGGING. D2066 - /3 t1 ride the lig w e s t. Q\ 'EST COMMUNICATIONS 13952 DENVER 1 "R'EST PAP K∎ BUILDING 53 GOLDEN, CO 00401 A N ll . BRIAN BAC MAN PHONE: (760) 632-5326 F ,X: (...) . 200004.000 SASCO 10415134THAVE N£ YAIDDN 111.6 W4940I2 (40b)EOEd100 (BODNA, - ans MENSE W51RNA Nk PROJECT NUMBER DRAWN , 61Y�. DATE ISSUE 1 12.28.99 CLIENT REVIEW 35% 2 01.06.00 CLIENT REVIEW 50% 3 05.08.00 CITY SUBMITTAL TENANT IMPROVEMENTS FOR QST TIJRWLA, WARN WOTON 1105 DOCUMENT AND ITS IDEAS AND DESIGNS ARE THE PRCPER0 O SASCO ANO Still. NOT BE USED FOR ANY PROECT ODIO RAN HE ONE OEM. HERON. MS DOGUNENT'SHALL NOT tE 1➢PNO), TRANSFERRED, OR DISCLOSED RI ANY THIRD PPR. NOR SAO. IT BE REPF1001 O OR NCOIBED N ANY WAY WMWT THE EPREA MITTEN CONS. OF SASCO. NS DON. (ORAWiNGS AND S BEICADONS) 6 UNDER PRCIMION OF ALL COPYKIM LAWS AND OTHER RESERVE➢ QWEST COMMUNICATIONS SEATTLE T NSPORT S ITCH SITE 6101 SOUTH 90'0:1 ST. YDKIh'ILA, WA. 9 188 NONE LOAD REC�V81 CINOFmKWDA CALCULATIONS h,r ' 4 v PERMIT CENT, E6 =O IN DRAWINGS TITLE SHEET T -1 TITLE SHEET ARCHITECTURAL A -1.1 A -1.2 A -1.3 A -2.1 A -2.2 A -2.3 A -2.4 A -3.1 A -3.2 A -3.3 A -3.4 A -4.1 A -5.1 A -6.1 A -6.2 A -6.3 A -6.4 A -7.1 A -8.1 A -8.2 A -8.3 A -9.1 EXISTING SITE PLAN SITE PLAN BUILDING PLAN DEMOLITION PLAN DEMOLITION PLAN DEMOLITION PLAN DEMOLITION PLAN CONSTRUCTION PLAN CONSTRUCTION PLAN CONSTRUCTION PLAN CONSTRUCTION PLAN EQUIPMENT FINISH PLAN PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN ROOF PLAN ELEVATIONS ELEVATIONS ELEVATIONS SCHEDULES LEQAL DESCRIPTION LEGAL DESCRIPTION west. OWEST COMMUNICATIONS SEATTLE CYBER CENTER PHASE II 6101 SOUTH, 180th ST. TUKWILA, WA. 98188 ARCHI TECTURAL DETAILS ARCHI TECTURAL DETAILS SC HEDULES A -9.4 ARCHITECTURAL SECTION DETAILS LS A -9.5 ARCHITECTURAL SECTION DETAI A -9.6 ARCHITECTURAL DZAILS STRUCTURAL 51.0 STRUCTURAL NOTES S2.0 FOUNDATION PLAN 52.1 ROOF FRAMING PLAN 53.0 ENLARGED FOUNDATION PLAN 54.0 FOUNDAATON DETAILS & SECTIONS 55.0 ENLARGED ROOF PLAN 56 0 ROOF DETAILS & SECTIONS 4CuF DETAILS & SECTIONS 'N ICAL • L - ,6 M.O7 SCH & LEGEND - HVAC )_.. M0.2 SCHEDULES - EIVAC M2.01 PARTIAL FLOOR PLAN - WEST - HVAC M2.02 PARTIAL FLOOR. PLAN - CENTRAL - HVAC \I PAR FLOOR PLAN - EAST - HVAC M2.03 PARTIAL LO M204 PARTIAL ROOF PLAN - WEST - HVAC M2.05 PARTIAL ROOF PLAN - CENTRAL - HVAC l J M2.06 PARTIAL ROOF PLAN - EAST - HVAC `-M13.01 "+©ET;ILS - HVAC VERBAL SUMMARY: WITHOUT FORCE AND EFFECT ON REQUIREMENTS Q DOCUMENTS, THE DESCRDTION OF THE WORK OF THE CONTRACT CAN BE SUMMARIZED AS FOLLOWS: WO. CONSISTS OF, BUT NOT LIMITED TO THE INSTALLATION OF: (14) NEW ROOFTOP AIR CONDITIONING UNITS ON ROOF OF EXISTING BUILDING. REPLACEMENT OF THE EXISTING ROOF. INSTALLATION OF ACCESSIBLE RAMP AT NORTH SIDE OF BUILDING. TENANT IMPROVEMENT OF APPROX. 75,000 SQUARE FEET TO INCLUDE; NEW WALLS, CEILING AND FLOORS. NEW WORK INCLUDES INSTALLATION OF ELECTRICAL ANO MECHANICAL WORK AS INDICATED ON DRAWINGS. THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNN, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE SOUTH '87 50' 09" EAST ALONG THE NORTH LINE THEREOF, 449.30 FEET: THENCE SOUTH 6 02 09' 51" WEST, 36.00 FEET TO THE SOUTH MARGIN OF SOUTH 180TH STREET AND THE TRUE POINT OF BEGINNING: THENCE SOUTH ' 87 50' 09" EAST ALONG SAID SOUTH MARGIN, 786.92 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF '95 35' 05'. AND ARC DISTANCE OF 83.41 FEET; THENCE SOUTH '07 44' 56" WEST, 340.56 FEET: THENCE NORTH • 02 09' 51" EAST, 401.77 FEET TO THE TRUE POINT OF BEGINNING. FIRE PROTECTION FPt COVER SHEET FP2 WEST FLOOR PLAN FP3 CENTER FLOOR P LAN FP4 EAST FLOOR PLAN FP5 RISER ROOM PLAN P LI�IuTR(N(r y � 1 P.01 SCHEDULES & LEGENDS 1. P1A1 PARTIAL FOUNDATION PLAN - WEST P1.02 PARTIAL FOUNDATION PLAN - CENTRAL\ P1'3 PARTIAL FOUNDATION LAN PIE- EAST 7 / P2.01 PARTIAL FLOOR PLAii WESL P2.02 PARTIAL FLOOR PLAN - CENTRAL P2.03 PARTIAL FLOOR PLAN - EAST P2.04 PARTIAL ROOF PLAN - WEST P2.05 PARTIAL ROOF PLAN - CENTRAL P2.06 PARTIAL ROOF PLAN - EAST P3.01 OETAILS SITE JURISDICTION: CODES: c E5 -2 QWEST COMMUNICATIONS CYBER CENTER 6101 SOUTH, 18 0th ST. TUKWILA, WA. 98 188 CITY OF TUKWILA PERMIT CENTER 6300 SOUTHCENTER BLVD., SUITE 100 TUKWILA, WA 89188 (206) 431 -3670 EXISTING OCCUPANCY TYPE: A -2 NEW OCCUPANCY TYPE: B OCCUPANCY LOAD: TELECOMMUNICATIONS EQUIPMENT FACILITY ZONING: TUC (TUKWIIA URBAN CENTER) CONSTRUCION TYPE: TYPE II F.R. - PRE ACTION SYSTEM BUILDING HEIGHT /STORIES 18', 1 STORY. SITE AREA 329,745.86 S.F. BUILDING AREA 89,250 GROSS S.F. PROJECT AREA 75,000 SQ.FT. LOT COVERAGE (EXISTING): 27% IMPERVIOUS AREA (FXISRNG): 90% PARKING SHOWN: 446 STALLS INCLUDING 9 HANDICAP: 45 COMPACT FIRE RATING OF EXTERIOR WALLS: (4) HOURS FIRE RATING OF COLUMNS AND VERRCAL SUPPORTS: (2) HOURS FIRE RATING OF ROOF STRUCTURE NONE (IN EXCESS OF 25 FEET) �NIIIIIIfikl �,!�� A \ I l l @illlilCl��CI�= ELECTRICAL E1 -0 & SYMBGEN NOLS, OTES ABBREVIATIONS'.. -/ E1 -1 SITE PLAN E2 -1 SPACE POWER PLAN E2 -2 SPACE POWER PLAN E2 -3 SPACE POWER PLAN / E2 -4 ROOF PLAN E3 -1 SPACE LIGHTING PLAN /) E3 -2 SPACE LIGHTING PLAN E3 -3 SPACE LIGHTING PLAN 1 E4 -0 DETAILS ) E4 DETAILS E4-2 DETAILS E5 -0 ONE LINE DIAGRAM E5 -1 ONE LINE DIAGRAM UPS Al -B1 ONE LINE DIA RAM- G ) UPS Ci & Di STATE OF WASHINGTON CITY OF TUKWILA 1997 U8C 1997 UMC 1996 NEC 1997 UPC WASHINGTON STATE ENERGY CODE 1997 WASHINGTON STATE REGULATIONS FOR BARRIER FREE FACWTIES STATE AND CITY OF TUKWILA ORDINANCES OWNER QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY BUILDING 53 GOLDEN, CO 80401 ATTN: FRED MAIDESIL (303) 445 -7130 FAX (303) 445 -7225 DESIGN BUILDER KAJIMA CONSTRUCTION SERVICE, INC. 901 CORPORATE CTR DR., 3RD FLR. MONTEREY PARK, CALIFORNIA 91754 ATTN: THOMAS J. WHITE (323) 881 -2533 FAX (714) 336 -5574 SYMBOLS tdNfTY MAP DETAIL NUMBER SHEET NUMBER FOR DETAIL SECTION NUMBER SHEET NUMBER FOR SECTION ELEVATION NUMBER SHEET NUMBER FOR ELEVATION INTERIOR ELEVATION NUMBER SHEET NUMBER FOR ELEVATION. C)I FINISH SYSTEM NOTES 0 () (E) A CENTRO_ ROOM 10L ,.:�.. , . ,,,u J UIIIIIUI��/ . �.,N,�,UUIIIII� 1111111111111111111 \11��111a1111�11111 . i /10 ® 111111N11111 ►� - il;//® 111111�1�111111111�11111�1 `I' - 2H FoR ACCESS s , QE 4 r filo - ----- -- - - -- _------- ___ - - sI D REV SIONS ggrovett- DOOR TYPE WINDOW TYPE NEW EXLSiNG REVISION KEYED NOTES ROOM NAME AND NUMBER NORTH Alb ,]III ARCHITECT KDC ARCHITECTS - ENGINEERS, P.C. 12250 EAST TUFF AVE., SUITE. 302 AURORA, COLORADO 80014 ATTN: KENNETH D. CAMP, ALA, PE OR MARLENE KINGMAN (303)750 -6999 FAX (303)750 -0236 STRUCTURAL CG ENGINEERING 111 MAIN STREET, #106 EDMONDS, WA 98020 ATTN: CHEW CHASE (425) 778 -8500 FAX (425) 778 -5536 a : TES I';0 CHANGES SHALL BE MADE TO THE S COPE OF WORK WITHOUT PRIOR OF TUVVILA BUILDING DIVISIO' SEPARATE PD -ailT U 'RED FOR: ECHA NICAL ,LECTRICAL LO"P UMGING L5 GAS PIPING CITY of TUKWILA I BU!L �_OING - DIVISION plan.; authorize l7 Ir : adopt", code cr ordinance. 2_wipl tractors copy of approved plans acknowledged. By Date 6- Permit No 1. PRIOR TO THE SUBMISSION OF BIOS, THE CONTRACTOR SHALL VISIT THE JOBSITE TO RENEW SCOPE OF WORK AND EXISTING JOB CONDITIONS AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED DEMOLITION, CONSTRUCTION, MECHANICAL AND ELECTRICAL INSTALLATION, AND OVERALL COORDINATION AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. CONTRACT SHALL BE RESPONSIBLE FOR FAMILIARIZING .HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMADC OUTLINE ONLY, UNLESS. NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIAL$, EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO AFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. THE WORK SHALL ALSO INCLUDE ALL MATERIALS, DETAILS AND LABOR NECESSARY FOR THE SUCCESSFUL INSTALLATION OF THE WORK DESCRIBED HEREIN. 3- 0090001ON IS NOT LIMBED ONLY T WHAT IS INDICATED ON THE DRAWINGS. C OMPLET RE THE ' PROJECT THE GENERAL SCOPE RF TION DRAWINGS. IAN REQUIRED TO COMPLETE THE PROJECTAS SHOWN ON CONSTRUCTION D UNLESS SPECIFICALLY NOTED OTHERWISE IN THESE DRAWINGS, THE CONTRACTOR CR HIS AUTHORIZED AGENT TO DEALL COORDINATE W THE R IA L /IT EMS TO BE SALVAGED OW TOR DETERMINE ALL OWNER, T HE CONTRACTOR SHALL REMOVE SALV MATERIALS /IT AG RETAINED BY THE BUILDING O WNER, TAGABLE MATERIALS FROM THE SPACE AND STORE IN A LOCATION AS DIRECTED Y THE OWNER. WNER. ALL OTHER MATERIALS, RUBBISH. 'AND N SHALL BE PROMPTLY REMOVED ND PROPERLY DISPOSED OF BY Y THE CONTRACTOR AT AN OFFSRE LOCATION. . 5. ALL ELECTRICAL - TELEPHONE CONDUIT ANO / O R PLUMBING WITHIN DEMOLISHED PARTITIONS SHALL BE REMOVED UP TO THE P OINT WHERE IT IS NO LONGER EXPOSED, ANO PROPERLY CARPE OR TERMINATED PE CODE AND C LEAR EW WORK. A THE ELECTRICAL - TELEPHONE I ON IT SHALL REMOVED UP TO O PLUMBING IS TO OF BE N REUSE AS A PART FR NEW CONSTRUCTION IT SHALL THE POINT REQUIRED OR INTERFACE WITH NEW CONSTRUCTION CONDUIT AND /DR PUMBING SHALL RE F PER DRAWINGS AND SPECIFICATIONS. RE USE EXISTING CIRCUITS L AND PLUMBING ONES I,YNERE POSSIBLE. ABANDONED FLOOR PENETRATIONS SHALL BE CAPPED BELOW FINISHED FLOOR.. 6. CONTRACTOR SHALL COORDINA WITH BUILDING OWN, THE NECSARY STEPS TO AN TAKEN A MINIMIZE THE IMPACTE T MATERIALS. AT NO TIME SHALL THE WORK BLOCK REMAINING TEN FROM ES DUST, NOISE AND REMOVAL EGRESS DEMOLISHED MATERI THE FLOW OF EGRESS FROM THE WORK AREA OR ANYWHERE IN THE BUILDING. 7. DIMENSIONS SHOWN ARE TO FACE OF FINISH SURFACE UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE: THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS. SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND /OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION M NANT'S REPRESENTATIVE OR ARCHITECT /ENGINEER PRIOR TO PROCEED THE WITH TE THE WORK, OR RELATED WORK IN QUESTION. e. CONTRACTOR SHALL NOTIFY KDC ARCHITECT IN WRITING, AND SHALL RECEIVE IN WR01NG AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 9. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. O. VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE, AND NOTIFY THE ARCHITE /ENGINEER AND REPRESENTATIVE OF ANY DISCRE BEFORE STARTING ANY WORK. 11. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE, AS A MINIMUM STANDARD, WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES HAVING JURISDICTION. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHOR], BEARING ON THE PERFORMANCE OF THE WORK. ALL ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 12. SEA PENETRATIONS THROUGH FIR RATED A WITH .L. LISTED OR F.M. APPROVED MATERIALS I A UL US THROAREUGH S WALL ASEMBLY. MECHANICAL MacDONALD- MILLER 7717 DETROIT AVENUE SW EDMONDS, ,WA 98020 ATTN: BRET LOVELY (206) 768 -4026 FAX (206) 768 -4027 ELECTRICAL SASCO 4701 VON KARMAN AVE., STE. 100 NEWPORT BEACH, CA 92660 ATTN: JERRY JORDON (949) 724 -1569 x226 FAX (949) 724 -3847 CITY OF TUKWILA APPROVED )i)iI ) 7 2717 13. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 14. CONTRACTOR SHALL NOTIFY ARCHITECT /ENGINEER OF ALL PRODUCTS DR ITEMS NOTED AS "EXISTING" WHICH ARE NOT IN FIELD. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 15. MAINTAIN THE EXISTING BUILDING IN A SAFE AND WEATHER -TIGHT CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, ETC., AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT MAY OCCUR DURING. CONSTRUCTION. KEEP PUBLIC AREAS SUCH AS CORRIDORS, STAIRS, AND TOILET ROOMS FREE FROM ACCUMULATION OF WASTE MATERIAL, RUBBISH OR CONSTRUCTION DEBRIS, 16. CONTRACTORS SHALL REVIEW DRAWINGS AND INSPECT JOB SITE FOR REMOVAL OR ENCAPSULATION OF ANY HAZARDOUS MATERIALS RELATED TO DEMOLITION WORK AND NOTIFY BUILDING. OWNER OF REQUIREMENTS FOR REMOVAL OR ENCAPSULATION OF SUCH MATERIALS IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. CONTRACTOR SHALL NOT COMMENCE WITH ANY DEMOLITION WORK UNTIL ALL HAZARDOUS MATERIAL HAVE BEEN IDENTIFIED AND LOCATED AND PROVISIONS FOR REMOVAL OR ENCAPSULATION OF SUCH MATERIALS HAVE BEEN PROVIDED. 17. CONTRACTOR SHALL PERFORM HIGH QUALITY PROFESSIONAL WORK JOIN MATERIALS TO UNIFORM ACCURATE FRS SO THEY MEET WITH NEAT, STRAIGHT LINES, FREE OF SMEARS OR OVERLAPS. INSTALL EXPOSED MATERIALS APPROPRIATELY LEVEL, PLUMB AND AT ACCURATE RIGHT ANGLES, OR FWSH WITH ADJOINING MATERIALS. WORK OF EACH TRADE SHALL MEET ALL NATIONAL STANDARDS PUBLISHED BY THAT TRADE. 18. STRUCTURAL COMPONENTS OF THIS FACILITY ARE NOT TO BE ALTERED BY THIS CONSTRUCTION CONTRACT UNLESS NOTED OTHERWISE. 19. GENERAL CONTRACTOR SHAL OVIDE AT OJECT ITE A FULL SET OF CONSTRUCTION DOCUMENTS ANNOPRTATED WITH THE THE PR LATEST S REVISIONS AND CLARIFICATIONS FOR THE USE BY ALL. DRAWINGS. 20. KOC DRAWINGS AND GENERAL NOTES ARE COM AN HS CALLED FO BY ANY WILL BE BINDING AS IF CALLS FOR B ALL. WORK SHOWN OR REFERRED TO ON ANY DRAWING SHALL RE PROVIDED AS THOUGH SHOWN ON ALL RELATED 21. KDC HAS MADE .EVERY EFFORT TO SET FORTH IN THE CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. THE BIDDER IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS AND DISCREPANCIES IN THE DRAWINGS AND SPECIFICATIONS SHALL NOT EXCUSE HIM FROM PROVIDING A COMPLETED FACILITY AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. IT WILL BE THE RESPONSIBILITY OF THE BIDDER TO BRING ANY CONFLICTS, OMISSIONS, OR DISCREPANCIES TO THE ATTENTION OF KDC, IN WRITTEN FORMAT, PRIOR TO SUBMISSION OF HIS PROPOSAL. IN THE EVENT OF DISCREPANCIES CONTRACTOR SHALL PRICE THE MORE EXPENSIVE OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. THESE DRAWINGS'. ARE APPROVED FOR CONSTRUCTION. ANY CHANGES AFTER APPROVAL MAY RESULT IN ADDITIONAL DESIGN AND /OR CONSTRUCTION COSTS. SIGNATURE: QWEST COE SIGNATURE: QWEST CSE SIGNATURE: QWEST TRANSPORT DATE DATE DATE KDC ,Architects - Engineers, P.C. 12250 East Iliff Avenue, Suite 302 Auro ra, Colorado 80014 303. 750.6999 FAX 303.750.0236 ride the I Q w estB QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 200004.001 01 02 03 04 05 CHECK. MRKS NO DATE ISSUE 04 -04 -00 04 -19 -00 05 -01 -00 05 -08 -00 05 -16 -DO 3 REVIEW CLIENT REVIEW 50% CLIENT REVIEW 95% PERMIT 99% PERMIT 100% c Aye e r n ir1 y } natuberd c p o lr�a {d r us d orp'd sclosetl • without the w nsont e a } he architect QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 TITLE SHEET CITY O T UKWILA YI PERMITCENTER PHASE II T -1 02000-013 Correa Lefler 41 PAIN Nnee310000 a. am vfc,w PLOT OATe 11 0, 90 alb LEGAL DESCRIPTION ride the Q west® QWEST COMMUNICATIONS SEATTLE CYBER CENTER PHASE II 6101 SOUTH, 180th ST. TUKWILA, WA. 98188 OWNER QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY BUILDING 53 GOLDEN, CO 80401 ATTN: FRED MAIDESIL (303) 884 - FAX (303) DESIGN BUILDER KAJIMA CONSTRUCTION SERVICE, INC. 901 CORPORATE CTR DR., 3RD FLR. MONTEREY PARK, CALIFORNIA 91754 ATTN: THOMAS J. WHITE (323) 881 -2533 FAX (714) 336 -5574 ARCHITECT KDC ARCHITECTS - ENGINEERS, P.C. KENNETH D. CAMP, AIA, PE 12250 EAST ILIFF AVE., SUITE. 302 AURORA, COLORADO 80014 ATTN: MARLENE KINGMAN -SMITH (303)750 -6999 FAX (303)750 -0236 'PROJECT SUMMARY VERBAL SUMMARY: WITHOUT FORCE AND EFFECT ON REQUIREMENTS OF CONTRACT DOCUMENTS, THE DESCRIPTION OF THE WORK OF THE CONTRACT CAN BE SUMMARIZED AS FOLLOWS: WORK CONSISTS OF, BUT NOT LIMITED TO THE INSTALLATION OF: (14) NEW ROOFTOP AIR CONDRIONING UNITS ON ROOF OF EXISTING BUILDING. REPLACEMENT OF THE EXISTING ROOF. INSTALLATION OF ACCESSIBLE RAMP AT NORTH SIDE OF BUILDING. TENANT IMPROVEMENT OF APPROX. 75,000 SQUARE FEET TO INCLUDE; NEW WALLS, CEILING AND FLOORS. NEW WORK INCLUDES INSTALLATION OF ELECTRICAL AND MECHANICAL WORK AS INDICATED ON DRAWINGS. LEGAL DESCRIPTION THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE SOUTH '87 50' 09 EAST ALONG THE NORTH LINE THEREOF, 449.30 FEET; THENCE SOUTH 0 02 09' 51" WEST, 36.00 FEET TO THE SOUTH MARGIN OF SOUTH 180TH STREET AND THE TRUE POINT OF BEGINNING; THENCE SOUTH • 87 50' 09 EAST ALONG SAID SOUTH MARGIN, 786.92 FEET; THENCE ALONG A CURVE TO THE RICHT HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF '95 35' 05 ", AND ARC DISTANCE OF 83.41 FEET; THENCE SOUTH 1 07 44' 56 WEST, 348.56 FEET; THENCE NORTH ' 02 OW 51" EAST, 401.77 FEET TO THE TRUE POINT OF BEGINNING. CODE ANALYSIS SITE: JURISDICTION: CODES: STRUCTURAL CTURAL CG ENGINEERING' 111 MAIN STREET, 4 106 ED MOND S WA 98020 ATTN: CHEVY CHASE (425) 778 -8500 FAX (425) 778 -5536 MECHANICAL MacDONALD- MILLER 7717 DETROIT AVENUE SW ED MOND S , WA 98020 ATTN: BRET LOVELY (206) 768 -4026 FAX (206) 768 -4027 ELECTRICAL SASCO 4701 VON KARMAN AVE. STE. 100 NEWPORT BEACH, CA 92660 ATTN: JERRY JORDON. (949) 724 -1569 x226 FAX (949) 724 -3847 QWEST COMMUNICATIONS CYBER CENTER 6101 SOUTH, 180th ST. TUKWhA, WA. 98188 CITY OF TUKWILA PERMIT CENTER 6300 SOUTHCENTER BLVD., SUITE 100 TUKWILA, WA 89188 (206) (206) 431 -3670 STATE OF WASHINGTON CITY OF TUKWILA 1997 UBC 1997 UMC 1996 NEC 1997 UPC WASHINGTON STATE ENERGY CODE 1997 WASHINGTON STATE REGULATIONS FOR BARRIER FREE FACILITIES STATE AND CITY OF TUKWILA ORDINANCES OCCUPANCY TYPE: B -2 OCCUPANCY LOAD: TELECOMMUNICATIONS EQUIPMENT FACILRY ZONING: M -1 CONSTRUCION 1YPE TYPE II F.R. - PRE ACTION SYSTEM BUILDING HEIGHT /STORIES: 18', 1 STORY SITE AREA 329,745.86 S.F. BUILDING AREA: 89,250 GROSS S.F. PROJECT AREA: 75,000 SOFT. LOT COVERAGE (IXISDNG): 279, IMPERMOUS AREA (EX(ISDNG): 90% PARKING SHOWN: 446 STALLS INCLUDING 9 HANDICAP; 45 COMPACT; OTHER PARKING LOCATED OFFSRE. ARE RATING OF EXTERIOR WALLS: (4) HOURS ARE RATING OF COLUMNS AND VERTICAL SUPPORTS: (2) HOURS FIRE RATING OF ROOF STRUCTURE NONE (IN EXCESS OF 25 FEET) 1 INDEX OF DRAWINGS TITLE SHEET T -1 TITLE SHEET ARCHITECTURAL A-1.1 A-1.2 A -2.1 A -2.2 A -2.3 A -2.4 A -2.5 A -3.1 A -3.2 A -3.3 A -3.4 A -3.5 A -4.1 A -5.1 A -6.1 A -6.2 A -6.3 A -6.4 A -7.1 A -8.1 A -8.2 A -9.1 A -9.2 A -9.3 A -9.4 A -9.5 A STRUCTURAL S -1 S-2 S -3 S -4 S -5 S -6 MECHANICAL M -0.1 SCHEDULES & LEGEND - HVAC M -0.2 SCHEDULES & LEGEND - HVAC M -2.1 PARTIAL FLOOR PLAN - WEST - HVAC M -2.2 M -2.3 M -2.4 M -2.5 M -2.6 M -3.1 FIRE PROTECTION FP -1 FP -2 FP -3 FP -4 PLUMBING P -1 SCHEDULES & LEGENDS P -2.1 PARTIAL FLOOR PLAN - WEST I P -2.2 PARTIAL FLOOR PLAN - CENTRAL P -2.3 PARTIAL FLOOR PLAN - EAST P -2.4 PARTIAL ROOF PLAN - WEST P -2.5 PARTIAL ROOF PLAN - CENTRAL P -2.6 PARTIAL ROOF PLAN - EAST P -3.1 DETAILS ELECTRICAL -1.0 -1.1 - 2.1 E -2.2 = -2.3 -2.4 E -3.1 E -3.2 - 3.3 E -4.0 -4.1 -4.2 E -5.Q 1-5.2 DEMOLITION SITE PLAN SITE PLAN DEMOLITION PLAN DEMOLITION PLAN DEMOLITION PLAN DEMOLITION PLAN DEMOLITION PLAN CONSTRUCTION PLAN CONSTRUCTION PLAN CONSTRUCTION PLAN CONSTRUCTION PLAN CONSTRUCTION PLAN EQUIPMENT PLAN FINISH PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN ROOF PLAN ELEVATIONS ELEVATIONS SCHEDULES DETAILS DETAILS DETAILS DETAILS DETAILS' STRUCTURAL NOTES FOUNDATION PLAN ROOF FRAMING PLAN FOUNDATION PLAN & DETAILS SECTIONS & DETAILS SECTIONS & DETAILS PARTIAL FLOOR PLAN - CENTRAL - HVAC PARTIAL FLOOR PLAN EAST - HVAC PARTIAL ROOF PLAN - WEST - HVAC PARTIAL ROOF PLAN - CENTRAL - HVAC PARTIAL ROOF PLAN - EAST - HVAC DETAILS - HVAC COVER SHEET WEST FLOOR PLAN CENTER FLOOR PLAN EAST FLOOR PLAN SYMBOLS, ABBREVIATIONS & GENERAL NOTE SITE PLAN SPACE POWER PLAN SPACE POWER PLAN SPACE POWER PLAN ROOF POWER PLAN SPACE LIGHTING PLAN SPACE LIGHTING PLAN SPACE LIGHTING PLAN DETAILS DETAILS DETAILS ONE LINE DIAGRAM ONE LINE DIAGRAM FOR IP RACKS ONE LINE DIAGRAM FOR IP RACKS ;;GENERAL NOTES 1. PRIOR TO THE SUBMISSION OF BIDS. THE CONTRACTOR SHALL VISIT THE JOBSITE TO REVIEW SCOPE OF WORK AND EXISTING JOB CONDITIONS AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED DEMOLITION, CONSTRUCTION, MECHANICAL AND ELECTRICAL INSTALLATION. AND OVERALL COORDINATION AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. 14. CONTRACT SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT OOCUMBTS, FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WOW( MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A 15. DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES. AND LABOR NECESSARY TO AFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. THE WORK SHALL ALSO INCLUDE ALL MATERIALS. DETAILS AND LABOR NECESSARY FOR TEE SUCCESSFUL INSTALLATION OF THE WORK DESCRIBED HEREIN. 3. A IS NOT T EITE ONLY TO WHAT IS INDICATED ON THE DRAWINGS. 16. PLANS S ARE APE TO INDICATE THE D E GENERAL SCOPE OF DEMOLITI ON PEDUIRED TO COMPLETE THE PROJECT AS SHOWN ON CONSTRUCTION DRAWINGS. 4. UNLESS SPECIFICALLY NOTED OTHERWISE IN THESE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING OWNER, OR HIS AUTHORIZED AGENT TO DETERMINE ALL EXISTING MATERIALS /ITEMS TO BE SALVAGED AND RETAINED BY THE BUILDING OWNER. THE CONTRACTOR SHALL REMOVE SALVAGABLE MATERIALS FROM THE SPACE AND STORE IN A LOCATION AS DIRECTED BY THE OWNER. ALL OTHER MATERIALS, RUBBISH, AND DEBRIS SHALL BE PROMPTLY REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AT AN OFFSITE LOCATION. 5 ALL ELECTRICAL - TELEPHONE CONDUIT AND /OR PLUMBING WITHIN DEMOLISHED PARTITIONS SHALL BE REMOVED UP TO THE POINT INHERE IT IS NO LONGER 18. EXPOSED, AND PROPERLY CAPPED DR TERMINATED PER CODE AND CLEAR OF NEW WOW(. IF THE ELECTRICAL- TELEPHONE CONDUIT AND/OR PLUMIBING IS TO BE REUSED AS A PART OF NEW CONSTRUCTION IT SHALL BE REMOVED UP TO THE POINIT1g, REQUIRED FOR INTERFACE WITH NEW CONSTRUCTION. CONDUIT AND /OR PLUMBING SHALL BE PER DRAWINGS AND SPECIFICATIONS. REUSE EXISTING CIRCUITS AND PLUMBING LINES MERE POSSIBLE. ABANDONED FLOOR PENETRATIONS SHALL BE CAPPED BELOW FINISHIED FLOOR. 20. 6. CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER, THE NECESSARY STEPS TO BE TAKEN TO MINIMIZE THE IMPACT TO REMAINING TENANTS FROM DUST, NOISE AND REMOVAL OF DEMOLISHED MATERIALS. AT NO TIME SHALL THE WORK BLOCK THE FLOW OF EGRESS FROM THE WORK AREA OR ANYWHERE IN THE BUILDING. 21, 7. DIMENSIONS SHOWN ARE TO FACE OF FINISH SURFACE UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE( THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS. SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS: EXISTING CONDITIONS AND /OR DESIGN INTENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE TENANT'S REPRESENTATIVE OR ARCHITECT /ENGINEER PRIOR TO PROCEEDING WITH THE WORK, OR RELATED WORK IN QUESTION. B. CONTRACTOR SHALT- NOTIFY KDC ARCHITECTS.ENGINEERS. IN WRITING, AND SHALL I RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 9. INSTALL'. ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS' RECOMENDATIOS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE 10. VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE AND NOTIFY THE ARCHITECT /ENGINEER AND TENANT'S REPRESENTATIVE OF ANY DISCREPANCIES BEFORE STARTING ANY WORK.. 11._ ALL WIFA PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCODANtc. AS A MINIMUM STANDARD WITH ALL APPLICABLE CODES, RECD ATIONS AND ORDINANCES HAVING JURISDICTION. CONTRACTOR SHALL GIVE ALL NOTICES AID COMPLY WITH ALL LAWS, 'ORDINANCES, RULES. REGULATIONS AND LAWFUL ORDERS ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WOW_: ALL . ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CICIPAL AND UTILITY COMPANY SPECIFICATIONS. AND LOCAL AND STATE JURISDICTIONAL CODES. ORDINANCES AND APPLICABLE REGULATIONS. 12. 'SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED OR F.M. APPROVED MATERIALS IN A UL LISTED THROUGH WALL ASSEMBLY. SYMBOLS in CO4TROL I ROOM (1III 0 REVISION KEYED NOTES NMI FINISH SYSTEM NOTES ROOM NAME AND N.MMBFA 13. 17. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK. USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS. METHODS. TECHNIQUES. SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. CONTRACTOR SHALL NOTIFY ARCHITECT /ENGINEER OF ALL PRODUCTS OR ITEMS NOTED AS 'EXISTING' WHICH ARE NOT IN FIELD. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. MAINTAIN THE EXISTING BUILDING IN A SAFE AND WEATHER -TIGHT CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS. ETC.. AND UPON COMPLETION OF WORK. REPAIR ANY DAMAGE THAT MAY OCCUR DURING CONSTRUCTION. KEEP PUBLIC AREAS SUCH AS CORRIDORS. STAIRS. ANO TOILET ROOMS FREE FROM ACCUMULATION OF WASTE MATERIAL, RUBBISH OR CONSTRUCTION DEBRIS. JUR COMPACTOR SHALL REVIEW DRAWINGS AND INSPECT SITE FOR REMOVAL OR NNCAFYUBUIIDN OF ANY HAZARDOUS EMENTIAFO RELATED TO DEMOLITION WORK AND NOTIFY BUILDING OF REQUIREMENTS FOR REMOVAL OR ENCAPSULATION OF SUCH MATERIALS IN N ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. CONTRACTOR LAHL E COMMENCE WITH ANY DEMOLITION WORK UNTIL UNTIL ALL HAZARDOUS DS MATERIAL IAA BEEN IDENTIFIED LOCATED M BEEN HAVE BEEN IO AND LOCATED PROVISIONS FOR REMOVAL OR ENCAPSULATION OF SUCH MATERIALS HAVE BEEN PROVIDED. CONTRACTOR SHALL PERFORM HIGH QUALITY PROFESSIONAL WORK. JOIN MATERIALS TO UNIFORM ACCURATE FITS SO THEY MEET WITH NEAT, STRAIGHT LINES, FREE OF SMEARS OR OVERLAPS. INSTALL EXPOSED MATERIALS APPROPRIATELY LEVEL. PLUMB AND AT ACCURATE RIGHT ANGLES, OR FLUSH WITH ADJOINING MATERIALS. WORK OF EACH TRADE SHALL MEET ALL NATIONAL STANDARDS PUBLISHED BY THAT TRADE. STRUCTURAL COMPONENTS OF THIS FACILITY ARE NOT TO BE ALTERED BY THIS CONSTRUCTION CONTRACT UNLESS NOTED OTHERWISE. GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF CONSTRUCTION DOCUMENTS ANNOTATED WITH THE LATEST REVISIONS AND CLARIFICATIONS FOR THE USE BY ALL. KDC DRAWINGS AND GENERAL NOTES ARE COMPLIMENTARY, AND WHAT IS CALLED FOR BY ANY WILL BE BINDING AS IF CALLED FOR BY ALL. WORK SHOWN OR REFERRED TO ON ANY DRAWING SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS. KDC HAS MADE EVERY EFFORT TO SET FORTH IN THE CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. THE BIDDER IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS AND DISCREPANCIES IN THE DRAWINGS AND SPECIFICATIONS SHALL NOT EXCUSE HIM FROM PROVIDING A COMPLETED FACILITY AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. IT WILL BE THE RESPONSIBILITY CF THE BIDDER TO BRING ANY CONFLICTS, OMISSIONS, OR DISCREPANCIES TO THE ATTENTION OF KDC, IN WRITTEN FORMAT, PRIOR TO SUBMISSION OF HIS PROPOSAL. IN THE EVENT OF DISCREPANCIES CONTRACTOR SHALL PRICE THE MORE EXPENSIVE OR EXTENSIVE WORK. UNLESS DIRECTED OTHERWISE. THESE DRAWINGS ARE APPROVED FOR CONSTRUCTION. ANY CHANGES AFTER APPROVAL MAY RESULT IN ADDITION, DESIGN AND /ORICONSTRUCTIOJ COSTS. SIGNATURE: QWEST C. DATE SIGNATURE: QWEST CSE SIGNATURE: QWEST TRANSPORT 0 1VICINITY MAP AIM w DETAIL NUMBER SFEEf NUMBER FOR DETAIL SECTION .13FA SHEET NUMBER. FOR SECTION ELEVATION ,EMBER SHEET NUMBER FOR ELEVATION DOOR TYPE WINDOW TYPE STY OF TUAWILA APPROVED P)R) O 9 (00) A:, u6IED DATE DATE NORTH TUTS KDC.. Architects - Engineers, P.C. 12250 East Miff Avenue, Suite 302 • Aurora, Colorado 80014 303.750.6999 FAX 303.750.0236 IIMEMEMINEREEMINEME west® QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: '(303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER 200004.000 DRAWN BY NO DATE ISSUE 12.29.99 01 .06.00 01.12.00 01 .19.00 TITLE SHEET PHASE II CLIENT REVIEW 35% CLIENT REVIEW 50% CLIENT REVIEW 75% PERMIT /CONST. 100% CONSTRUCTION QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 MEEUMBEMMOMMEMMEMMEMM p cGEN�M.ItA alrR aF SHEET'T NUMBER • REVIEWED This was re Hewed for general conformance with the following: q Stnttor Pi( Pra,isions of ncc Dmrotm 8 Ming Code ❑ t:nossn ' ❑ ', W'uh; rural Psaris;ona of the L�n;fomt Build in6 Code 5 8 F Y lar,cns (Chapscr SI 30 RAC) 0 ' Washing •n Stare Energy Code ICFaprer s, I I WAC7 '.TM 1 r nt Peru' f wnr II P bI prl rtlieve m owax &o=e vith dr d eM E f 0 fo wmPl re,i.ip wa of We eeremmylunaEicuoo am ehe yule of Warb�ogurn ...on C1 U of T UKWLA 6 . .. ,c W j.a -. Date S - 3a - Oo REND .F,DD coda x..x. ten LA.. I„ PAIN Nnee310000 a. am vfc,w PLOT OATe 11 0, 90 alb LEGAL DESCRIPTION ride the Q west® QWEST COMMUNICATIONS SEATTLE CYBER CENTER PHASE II 6101 SOUTH, 180th ST. TUKWILA, WA. 98188 OWNER QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY BUILDING 53 GOLDEN, CO 80401 ATTN: FRED MAIDESIL (303) 884 - FAX (303) DESIGN BUILDER KAJIMA CONSTRUCTION SERVICE, INC. 901 CORPORATE CTR DR., 3RD FLR. MONTEREY PARK, CALIFORNIA 91754 ATTN: THOMAS J. WHITE (323) 881 -2533 FAX (714) 336 -5574 ARCHITECT KDC ARCHITECTS - ENGINEERS, P.C. KENNETH D. CAMP, AIA, PE 12250 EAST ILIFF AVE., SUITE. 302 AURORA, COLORADO 80014 ATTN: MARLENE KINGMAN -SMITH (303)750 -6999 FAX (303)750 -0236 'PROJECT SUMMARY VERBAL SUMMARY: WITHOUT FORCE AND EFFECT ON REQUIREMENTS OF CONTRACT DOCUMENTS, THE DESCRIPTION OF THE WORK OF THE CONTRACT CAN BE SUMMARIZED AS FOLLOWS: WORK CONSISTS OF, BUT NOT LIMITED TO THE INSTALLATION OF: (14) NEW ROOFTOP AIR CONDRIONING UNITS ON ROOF OF EXISTING BUILDING. REPLACEMENT OF THE EXISTING ROOF. INSTALLATION OF ACCESSIBLE RAMP AT NORTH SIDE OF BUILDING. TENANT IMPROVEMENT OF APPROX. 75,000 SQUARE FEET TO INCLUDE; NEW WALLS, CEILING AND FLOORS. NEW WORK INCLUDES INSTALLATION OF ELECTRICAL AND MECHANICAL WORK AS INDICATED ON DRAWINGS. LEGAL DESCRIPTION THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE SOUTH '87 50' 09 EAST ALONG THE NORTH LINE THEREOF, 449.30 FEET; THENCE SOUTH 0 02 09' 51" WEST, 36.00 FEET TO THE SOUTH MARGIN OF SOUTH 180TH STREET AND THE TRUE POINT OF BEGINNING; THENCE SOUTH • 87 50' 09 EAST ALONG SAID SOUTH MARGIN, 786.92 FEET; THENCE ALONG A CURVE TO THE RICHT HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF '95 35' 05 ", AND ARC DISTANCE OF 83.41 FEET; THENCE SOUTH 1 07 44' 56 WEST, 348.56 FEET; THENCE NORTH ' 02 OW 51" EAST, 401.77 FEET TO THE TRUE POINT OF BEGINNING. CODE ANALYSIS SITE: JURISDICTION: CODES: STRUCTURAL CTURAL CG ENGINEERING' 111 MAIN STREET, 4 106 ED MOND S WA 98020 ATTN: CHEVY CHASE (425) 778 -8500 FAX (425) 778 -5536 MECHANICAL MacDONALD- MILLER 7717 DETROIT AVENUE SW ED MOND S , WA 98020 ATTN: BRET LOVELY (206) 768 -4026 FAX (206) 768 -4027 ELECTRICAL SASCO 4701 VON KARMAN AVE. STE. 100 NEWPORT BEACH, CA 92660 ATTN: JERRY JORDON. (949) 724 -1569 x226 FAX (949) 724 -3847 QWEST COMMUNICATIONS CYBER CENTER 6101 SOUTH, 180th ST. TUKWhA, WA. 98188 CITY OF TUKWILA PERMIT CENTER 6300 SOUTHCENTER BLVD., SUITE 100 TUKWILA, WA 89188 (206) (206) 431 -3670 STATE OF WASHINGTON CITY OF TUKWILA 1997 UBC 1997 UMC 1996 NEC 1997 UPC WASHINGTON STATE ENERGY CODE 1997 WASHINGTON STATE REGULATIONS FOR BARRIER FREE FACILITIES STATE AND CITY OF TUKWILA ORDINANCES OCCUPANCY TYPE: B -2 OCCUPANCY LOAD: TELECOMMUNICATIONS EQUIPMENT FACILRY ZONING: M -1 CONSTRUCION 1YPE TYPE II F.R. - PRE ACTION SYSTEM BUILDING HEIGHT /STORIES: 18', 1 STORY SITE AREA 329,745.86 S.F. BUILDING AREA: 89,250 GROSS S.F. PROJECT AREA: 75,000 SOFT. LOT COVERAGE (IXISDNG): 279, IMPERMOUS AREA (EX(ISDNG): 90% PARKING SHOWN: 446 STALLS INCLUDING 9 HANDICAP; 45 COMPACT; OTHER PARKING LOCATED OFFSRE. ARE RATING OF EXTERIOR WALLS: (4) HOURS ARE RATING OF COLUMNS AND VERTICAL SUPPORTS: (2) HOURS FIRE RATING OF ROOF STRUCTURE NONE (IN EXCESS OF 25 FEET) 1 INDEX OF DRAWINGS TITLE SHEET T -1 TITLE SHEET ARCHITECTURAL A-1.1 A-1.2 A -2.1 A -2.2 A -2.3 A -2.4 A -2.5 A -3.1 A -3.2 A -3.3 A -3.4 A -3.5 A -4.1 A -5.1 A -6.1 A -6.2 A -6.3 A -6.4 A -7.1 A -8.1 A -8.2 A -9.1 A -9.2 A -9.3 A -9.4 A -9.5 A STRUCTURAL S -1 S-2 S -3 S -4 S -5 S -6 MECHANICAL M -0.1 SCHEDULES & LEGEND - HVAC M -0.2 SCHEDULES & LEGEND - HVAC M -2.1 PARTIAL FLOOR PLAN - WEST - HVAC M -2.2 M -2.3 M -2.4 M -2.5 M -2.6 M -3.1 FIRE PROTECTION FP -1 FP -2 FP -3 FP -4 PLUMBING P -1 SCHEDULES & LEGENDS P -2.1 PARTIAL FLOOR PLAN - WEST I P -2.2 PARTIAL FLOOR PLAN - CENTRAL P -2.3 PARTIAL FLOOR PLAN - EAST P -2.4 PARTIAL ROOF PLAN - WEST P -2.5 PARTIAL ROOF PLAN - CENTRAL P -2.6 PARTIAL ROOF PLAN - EAST P -3.1 DETAILS ELECTRICAL -1.0 -1.1 - 2.1 E -2.2 = -2.3 -2.4 E -3.1 E -3.2 - 3.3 E -4.0 -4.1 -4.2 E -5.Q 1-5.2 DEMOLITION SITE PLAN SITE PLAN DEMOLITION PLAN DEMOLITION PLAN DEMOLITION PLAN DEMOLITION PLAN DEMOLITION PLAN CONSTRUCTION PLAN CONSTRUCTION PLAN CONSTRUCTION PLAN CONSTRUCTION PLAN CONSTRUCTION PLAN EQUIPMENT PLAN FINISH PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN ROOF PLAN ELEVATIONS ELEVATIONS SCHEDULES DETAILS DETAILS DETAILS DETAILS DETAILS' STRUCTURAL NOTES FOUNDATION PLAN ROOF FRAMING PLAN FOUNDATION PLAN & DETAILS SECTIONS & DETAILS SECTIONS & DETAILS PARTIAL FLOOR PLAN - CENTRAL - HVAC PARTIAL FLOOR PLAN EAST - HVAC PARTIAL ROOF PLAN - WEST - HVAC PARTIAL ROOF PLAN - CENTRAL - HVAC PARTIAL ROOF PLAN - EAST - HVAC DETAILS - HVAC COVER SHEET WEST FLOOR PLAN CENTER FLOOR PLAN EAST FLOOR PLAN SYMBOLS, ABBREVIATIONS & GENERAL NOTE SITE PLAN SPACE POWER PLAN SPACE POWER PLAN SPACE POWER PLAN ROOF POWER PLAN SPACE LIGHTING PLAN SPACE LIGHTING PLAN SPACE LIGHTING PLAN DETAILS DETAILS DETAILS ONE LINE DIAGRAM ONE LINE DIAGRAM FOR IP RACKS ONE LINE DIAGRAM FOR IP RACKS ;;GENERAL NOTES 1. PRIOR TO THE SUBMISSION OF BIDS. THE CONTRACTOR SHALL VISIT THE JOBSITE TO REVIEW SCOPE OF WORK AND EXISTING JOB CONDITIONS AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED DEMOLITION, CONSTRUCTION, MECHANICAL AND ELECTRICAL INSTALLATION. AND OVERALL COORDINATION AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. 14. CONTRACT SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT OOCUMBTS, FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WOW( MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A 15. DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES. AND LABOR NECESSARY TO AFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. THE WORK SHALL ALSO INCLUDE ALL MATERIALS. DETAILS AND LABOR NECESSARY FOR TEE SUCCESSFUL INSTALLATION OF THE WORK DESCRIBED HEREIN. 3. A IS NOT T EITE ONLY TO WHAT IS INDICATED ON THE DRAWINGS. 16. PLANS S ARE APE TO INDICATE THE D E GENERAL SCOPE OF DEMOLITI ON PEDUIRED TO COMPLETE THE PROJECT AS SHOWN ON CONSTRUCTION DRAWINGS. 4. UNLESS SPECIFICALLY NOTED OTHERWISE IN THESE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING OWNER, OR HIS AUTHORIZED AGENT TO DETERMINE ALL EXISTING MATERIALS /ITEMS TO BE SALVAGED AND RETAINED BY THE BUILDING OWNER. THE CONTRACTOR SHALL REMOVE SALVAGABLE MATERIALS FROM THE SPACE AND STORE IN A LOCATION AS DIRECTED BY THE OWNER. ALL OTHER MATERIALS, RUBBISH, AND DEBRIS SHALL BE PROMPTLY REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AT AN OFFSITE LOCATION. 5 ALL ELECTRICAL - TELEPHONE CONDUIT AND /OR PLUMBING WITHIN DEMOLISHED PARTITIONS SHALL BE REMOVED UP TO THE POINT INHERE IT IS NO LONGER 18. EXPOSED, AND PROPERLY CAPPED DR TERMINATED PER CODE AND CLEAR OF NEW WOW(. IF THE ELECTRICAL- TELEPHONE CONDUIT AND/OR PLUMIBING IS TO BE REUSED AS A PART OF NEW CONSTRUCTION IT SHALL BE REMOVED UP TO THE POINIT1g, REQUIRED FOR INTERFACE WITH NEW CONSTRUCTION. CONDUIT AND /OR PLUMBING SHALL BE PER DRAWINGS AND SPECIFICATIONS. REUSE EXISTING CIRCUITS AND PLUMBING LINES MERE POSSIBLE. ABANDONED FLOOR PENETRATIONS SHALL BE CAPPED BELOW FINISHIED FLOOR. 20. 6. CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER, THE NECESSARY STEPS TO BE TAKEN TO MINIMIZE THE IMPACT TO REMAINING TENANTS FROM DUST, NOISE AND REMOVAL OF DEMOLISHED MATERIALS. AT NO TIME SHALL THE WORK BLOCK THE FLOW OF EGRESS FROM THE WORK AREA OR ANYWHERE IN THE BUILDING. 21, 7. DIMENSIONS SHOWN ARE TO FACE OF FINISH SURFACE UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE( THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS. SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS: EXISTING CONDITIONS AND /OR DESIGN INTENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE TENANT'S REPRESENTATIVE OR ARCHITECT /ENGINEER PRIOR TO PROCEEDING WITH THE WORK, OR RELATED WORK IN QUESTION. B. CONTRACTOR SHALT- NOTIFY KDC ARCHITECTS.ENGINEERS. IN WRITING, AND SHALL I RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 9. INSTALL'. ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS' RECOMENDATIOS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE 10. VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE AND NOTIFY THE ARCHITECT /ENGINEER AND TENANT'S REPRESENTATIVE OF ANY DISCREPANCIES BEFORE STARTING ANY WORK.. 11._ ALL WIFA PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCODANtc. AS A MINIMUM STANDARD WITH ALL APPLICABLE CODES, RECD ATIONS AND ORDINANCES HAVING JURISDICTION. CONTRACTOR SHALL GIVE ALL NOTICES AID COMPLY WITH ALL LAWS, 'ORDINANCES, RULES. REGULATIONS AND LAWFUL ORDERS ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WOW_: ALL . ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CICIPAL AND UTILITY COMPANY SPECIFICATIONS. AND LOCAL AND STATE JURISDICTIONAL CODES. ORDINANCES AND APPLICABLE REGULATIONS. 12. 'SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED OR F.M. APPROVED MATERIALS IN A UL LISTED THROUGH WALL ASSEMBLY. SYMBOLS in CO4TROL I ROOM (1III 0 REVISION KEYED NOTES NMI FINISH SYSTEM NOTES ROOM NAME AND N.MMBFA 13. 17. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK. USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS. METHODS. TECHNIQUES. SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. CONTRACTOR SHALL NOTIFY ARCHITECT /ENGINEER OF ALL PRODUCTS OR ITEMS NOTED AS 'EXISTING' WHICH ARE NOT IN FIELD. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. MAINTAIN THE EXISTING BUILDING IN A SAFE AND WEATHER -TIGHT CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS. ETC.. AND UPON COMPLETION OF WORK. REPAIR ANY DAMAGE THAT MAY OCCUR DURING CONSTRUCTION. KEEP PUBLIC AREAS SUCH AS CORRIDORS. STAIRS. ANO TOILET ROOMS FREE FROM ACCUMULATION OF WASTE MATERIAL, RUBBISH OR CONSTRUCTION DEBRIS. JUR COMPACTOR SHALL REVIEW DRAWINGS AND INSPECT SITE FOR REMOVAL OR NNCAFYUBUIIDN OF ANY HAZARDOUS EMENTIAFO RELATED TO DEMOLITION WORK AND NOTIFY BUILDING OF REQUIREMENTS FOR REMOVAL OR ENCAPSULATION OF SUCH MATERIALS IN N ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. CONTRACTOR LAHL E COMMENCE WITH ANY DEMOLITION WORK UNTIL UNTIL ALL HAZARDOUS DS MATERIAL IAA BEEN IDENTIFIED LOCATED M BEEN HAVE BEEN IO AND LOCATED PROVISIONS FOR REMOVAL OR ENCAPSULATION OF SUCH MATERIALS HAVE BEEN PROVIDED. CONTRACTOR SHALL PERFORM HIGH QUALITY PROFESSIONAL WORK. JOIN MATERIALS TO UNIFORM ACCURATE FITS SO THEY MEET WITH NEAT, STRAIGHT LINES, FREE OF SMEARS OR OVERLAPS. INSTALL EXPOSED MATERIALS APPROPRIATELY LEVEL. PLUMB AND AT ACCURATE RIGHT ANGLES, OR FLUSH WITH ADJOINING MATERIALS. WORK OF EACH TRADE SHALL MEET ALL NATIONAL STANDARDS PUBLISHED BY THAT TRADE. STRUCTURAL COMPONENTS OF THIS FACILITY ARE NOT TO BE ALTERED BY THIS CONSTRUCTION CONTRACT UNLESS NOTED OTHERWISE. GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF CONSTRUCTION DOCUMENTS ANNOTATED WITH THE LATEST REVISIONS AND CLARIFICATIONS FOR THE USE BY ALL. KDC DRAWINGS AND GENERAL NOTES ARE COMPLIMENTARY, AND WHAT IS CALLED FOR BY ANY WILL BE BINDING AS IF CALLED FOR BY ALL. WORK SHOWN OR REFERRED TO ON ANY DRAWING SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS. KDC HAS MADE EVERY EFFORT TO SET FORTH IN THE CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. THE BIDDER IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS AND DISCREPANCIES IN THE DRAWINGS AND SPECIFICATIONS SHALL NOT EXCUSE HIM FROM PROVIDING A COMPLETED FACILITY AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. IT WILL BE THE RESPONSIBILITY CF THE BIDDER TO BRING ANY CONFLICTS, OMISSIONS, OR DISCREPANCIES TO THE ATTENTION OF KDC, IN WRITTEN FORMAT, PRIOR TO SUBMISSION OF HIS PROPOSAL. IN THE EVENT OF DISCREPANCIES CONTRACTOR SHALL PRICE THE MORE EXPENSIVE OR EXTENSIVE WORK. UNLESS DIRECTED OTHERWISE. THESE DRAWINGS ARE APPROVED FOR CONSTRUCTION. ANY CHANGES AFTER APPROVAL MAY RESULT IN ADDITION, DESIGN AND /ORICONSTRUCTIOJ COSTS. SIGNATURE: QWEST C. DATE SIGNATURE: QWEST CSE SIGNATURE: QWEST TRANSPORT 0 1VICINITY MAP AIM w DETAIL NUMBER SFEEf NUMBER FOR DETAIL SECTION .13FA SHEET NUMBER. FOR SECTION ELEVATION ,EMBER SHEET NUMBER FOR ELEVATION DOOR TYPE WINDOW TYPE STY OF TUAWILA APPROVED P)R) O 9 (00) A:, u6IED DATE DATE NORTH TUTS KDC.. Architects - Engineers, P.C. 12250 East Miff Avenue, Suite 302 • Aurora, Colorado 80014 303.750.6999 FAX 303.750.0236 IIMEMEMINEREEMINEME west® QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: '(303) 445 -7130 FAX: (303) 445 -7225 PROJECT NUMBER 200004.000 DRAWN BY NO DATE ISSUE 12.29.99 01 .06.00 01.12.00 01 .19.00 TITLE SHEET PHASE II CLIENT REVIEW 35% CLIENT REVIEW 50% CLIENT REVIEW 75% PERMIT /CONST. 100% CONSTRUCTION QWEST COMMUNICATIONS SEATTLE CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 MEEUMBEMMOMMEMMEMMEMM p cGEN�M.ItA alrR aF SHEET'T NUMBER • M QWEST COMMUNICATIONS 6101 SOUTH 180TH ST. TUKWILA, WA 98188 KING COUNTY STANDARD PLAN NOTES GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY CODE (KCC), ROAD STANDARDS (KCRS), AYD THE KING COUNTY COUNCIL'S CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL OVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR UABIUTY TO KING COUNTY. 2. THE DESIGN ELEMENT WITHIN THESE PLANS HAVE SEEN REVIEWED ACCORDING TO THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (ODES) ENGINEERING REVIEW CHECKUST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE DDES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TC CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION 'E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECCNSTRUCTION MEETING MUST BE HELD BETWEEN THE ODES DEVELOPMENT INSPECTION UNIT, THE APPUCANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE UMITED AS PER KING COUNTY CODE (SECTI9DI 12.88); NORMALLY, THIS IS 7 A.M. TO 10 P.M. WEEKDAYS AND 9 A.M. TO 10 P,KN. ON WEEKENDS. 7. IT SHALL BE THE APPUCANTS /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT -OF -WAY. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET AU. REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE DDES'S DEVELOPMENT INSPECTION UNIT THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE KCAS UNLESS OTHERWISE APPROVED BY DDES. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT -OF- WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT ,VOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION B1 3.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 12. ALL ROADWAY SUBGRADE SHALL BE BACKFLLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2- 06.3). 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY DOES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(8)3. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -07.23 - TRAFFIC CONTROL, SHALL APPLY. r DRAINAGE NOTE 1. PROOF OF LABILITY INSURANCE SHALL BE SUBMITTED TO DDE't1OR TO THE PRECONSTRi2T10N MEETING (KCC 9.04.100.0). 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7- 02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE (KCRS 7.03). 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOUD LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A 'PERMANENT RETENTION /DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS (KCRS 7.05). 5. ALL CATCH BASIN GRATES SHALL CONFORM TO CITY OF TUKWLA DESIGN STANDARDS, WHICH INCLUDES THE STAMPING 'OUTFALL TO STREAM, DUMP NO POLLUTANTS' AND 'PROPERTY OF KING COUNTY' (KCRS 7.05). SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES 1. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE NITHIN A CATCH BASIN. ALL C:\TCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 2. All DISTURBEC SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPT/8LE IIETI -ODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 3. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WLL NOT BE ALLOYED WITHOUT PRIOR APPROVAL VERTICAL DATUM ASSUMED. HELD ELEVAT .; OF 24.17 I-LL f FOR CATC- BASIN RIM AS SHOWN ON OWNER PROVIDED CONSTRUCTION DOCUMENTS. BASIS OF BEARING - HELD COMPUTED BEARING OF NORTH 46'01'56' WET BETWEEN FOUND REBAR NEAR SOUTHWEST PROPERTY CORNER AND MONUMENT ALONG SOUTH 180TH STREET (NW CORNER OF SW 1/4, SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.). REARING COMPUTED FROM INFORMATION 9•IOWN ON EXISTING SITE PLAN AND RECORD OF SURVEY FILED UNDER AUDITOR'S FILE NUMBER 8103109004. 'SHEET INDEX C1.1 COVER SHEET & GENERAL NOTES C2.1 DRAINAGE & SITE 14PROVEE ENT PLAN REVISIONNO.J___ 77 • 1 //D /2000 It PERMIT CENTER C C, ENGINEERING 111 halm STREET, SURE 106 EDw0MDS, wAS INGTON 96020 PHONE (425) 778 -8500 FAX (425) 776 -5536 ride the Qwest. QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445-7225 = PCJECT Nur!FEP 99 DR v 2HECkED Eir NO D,-"E 1 105.16.2000 CONSTRUCTION SET E 4„ d'owirgs and writtei no:er el cdttoi Irereii mo, no: be cuplic3ted. usec or disclosed without the written corsent or tie architect. CONSTRUCTION SET QWEST COMMUNICATIONS SEATTLE TRANSPORT CYBER CENTER 61 01 SOUTH 180th ST. TUKWILA, WA. 98188 SHEET T TLE COVER SHEET & GENERAL NOTES SHE E NUMIl1f; C1.1 D 2OOC- 013 ire 00� 4 e WAIF LT EX CE RIM = =21 90 IE 18'IN)= ±18.00 IE 18'(E)= 118.00 IE 8'(SE) =17.20 DRAINAGE PLAN SCALE: 1" = 20' I i - - -- -- Sst'SdZe.E s= 2.3% (Ex) Cat R =23.91 i i E =18.40 \ 24.00 IF E r. c b Me- - 22.43 - E 181EtELte • - I 1 1 ; 1 , RIU- 22.4O± E -18.05 (3) IRRIGA110N cONIROI VALVES I , o.RiE� Fl9Ek 1 ; ;14.6i___ I 1i r - -20.50-LE }�vr•iiR METER, PATCH E =23.29 14.5 LF S -1.00% RY=24.57 0 LF E •23.15 S= 1111 -24.57 1E -23.01 -24.57 E =22.73 1 k -24.57 E -22.59 RN- 4.57 E -22.45 S. 1801H STREET E =22.87 QUEST BUILDING RN -24.57 F.F. -24.85 R -24.57 E -22.31 17 E6 I 20 0 Ex. CC 9111 =24 7 (BASIS Cf VERTICAL DATUM) i, =21.20 - - S T - . • , T - ST- R E !lIl /waTEOR e S=111< ro .us■.••■• 1 E O PARAT IE '(S) =.30 I �'" * - r IE 12'(E) =16 •. S 8730 E ♦•• \ �. Ex co •••0000111 0/111 03010111111111111111111111111111111111100 ♦ - RIM =20 25 SE 10 PO 40 SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST SCALE: 1" = 20' k x. x 24.16 24.80 -ST- -4► --• -ST-- - -ST-- t i SITE IMPROVEMENT PLAN _ - Sr S. 1801H SlREET 20 0 10 20 40 COMM.'7oli CAM - stonf oRAIMGE O i CAT BeSli Mt 1_ ROC* Carit K1II 9 111 ' . WC FA KU . NO 2470 OR EQUAL IIF ADS l -12 SINN PFE (4 ) ER51116 1e STORE PPE NOON ti REPOSED �/ CATCH BASH 10 *n* (851f) IE110YE SUN PPE 21154 OF SEEMED CATOH EVSIL CONNECT 1E1 ADS 11-12 STOW PPE IRO E11511G CATCH BASIN NIT O ' REIM DEM SUN PPE. SOUTH Of (7 } CATCH BASH T`IP( 2. P. 8) rPVC 511» PPE 1/ Re AS PENNED. O 2' X C NOTCH M VALL FQI EEERONCY OCIFLOIL 1Q 0' PVC STORY PPE ®QENO OONSIRUC1Io 4 KEThOIES - EROSION ON cOIftROI I PROW CATCH BASIN NET PROTECTION AS REWIRED. (1002 S1EMEUARO CATCH BASIN INSERT OR EQUAL) CQ16tRUCn01i MOTES - SI1E IFROK]i1]ITS <> E)OSTNG CURB TO REMAIN n ( 2 °OVUOED COICRETE CURB O SAVCJT DOSING ASPHALT AT INTERFACE O4 OF IE1/rJQ5111G PAVEIEJfT. RENO* USW ASPHALT O PAVE1EI4T RESTCRA1LP PER OTY OF 1U101lA STD. DETAIL RS-3. • LNDSCAPE STRP PER LANDSCAPE PLAN. • END DM O KNOW EXlS1ING CONCRETE PAD. PERAcE 8TH LAIDSCAPNG. 'These plans have been reviewed by The Pubic Works Department for conformance with current City standards. Acceptance is sub; - nd omission which do not autho'r: adopp standards or oI**nce: forth : 3cquacy of the design rr . design Additions, daftrons c drawing, after this dlllit win vc and wiiI require a Tor subsequent Final acceptance is staled to ew Public works WNW Inspect. �D t bpak t 4 ..on by A be JO RECEIVED CITY OF TUKWILA JUL - 7 2000 PERMIT CENTER C G ENGINEE RING 111 MAIM STREET. SUITE 106 E011ONOS. WASHINGTON 68020 PHONE (425) 778 -8500 FAx (425) 778 -5536 ride the Qwest. QWEST COMMUNICATIONS 13952 DENVER WEST PARKWAY, BUILDING 53 GOLDEN, CO 80401 ATTN. FRED MAIDESIL PHONE: (303) 445 -7130 FAX: (303) 445 -7225 99:62 20 JR Z 05.16.2000 CONSTRUCTION SET O 4 drawings and written material contained herein may not be duplicated. used or disclosed without the written consent of the architect I` CONSTRUCTION SET QWEST COMMUNICATIONS SEATTLE TRANSPORT CYBER CENTER 6101 SOUTH 180th ST. TUKWILA, WA. 98188 1.HEET TITL E DRAINAGE & SITE IMPROVEMENT PLAN SHEET 0 C2.1 Of3 r