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HomeMy WebLinkAboutPermit D2000-022 - LIGHTREALM / MICRON - NEW OFFICES / DATA CENTER (Only Plans)PROJECT INFORMATION TENANT: MICRON P.C. LIGHTR=_ALM 90 L Korcner Ra. Nampo. ID OWNER/OWNER'S REP.: SABEY CGPRORA7fON (Owne-'s Representative) 100 Elliott Ave W. Suite 330 Seattle. WA 98' 19 -4220 Contact: Johr. Sobey PROJECT ADDRESS: East Interocte Pork 3147 S 120tn P:oce Tukwila. WA 98188 PROJECT DESCRIPTION: RE: SCOPE OF WORK. THIS SHEET. CODE ANALYSIS: RE: EXITING AND FIRE PROTECTION PLAN. SHEET T2.0 PROJECT TEAM ARCHITECT: JOHNSON ARCHITECTS, PC 10065 Deer Plot Rood Nampo, Idaho 83686 TEL. (208) 463 -2875 FAX (208) 461 -2304 Contoct. Waiter Lindgren STRUCTURAL ENGINEER: CH2MHILL 700 Clearwater Lone Boise. Idoho 83712-7708 TEL. (208) 345 -5310 FAX (208) 345 -5315 Contact: Kent B. Soelberg MECHANICAL/PLUMBING ENGINEER: MUSGROVE ENGINEERING, PA 410 S. Orchard Boise. Idaho 83705 TEL. (208) 384 -Q585 FAX (208) 384 -0765 Contact: Charles Poulin ELECTRICAL ENGINEER: DC ENGINEERING. PC 21 Woll Street Nampo, Idaho 83651 TEL (208) 461 -1587 FAX (208) 461 -1588 Contoct: Dove Cutbirth CONSTRUCTION MANAGER MORRISON - KNUDSEN CO. One Morrison Knudsen Plozo Boise, ID 83729 TEL (208) 386 -5000 FAX (208) 386 -6083 Contoct. Lorry Nelson a Tenant Improvement: New Offices /Data Center for: LIGHT?, rl h L ABBREVIATIONS O d ) (N) Angle At Centerline Channel Penny (Nails) Pound or Number Existing New A/C Air Conditioning AC. Asphaltic Concrete ACOIJS. Acoustic°, A D. Areo Drain ADJ. Adjustoble A.F. Access Floor ALT. Alternate ALUM. Aluminum APPROX. Approximately ARCH. Architectural BD. Board BITUM Bituminous BLDG. Building BLK. Block BLKG. Blocking B.M. Bench Mork BM.. Beam BOT. Bottom CAB. Cabinet CEM. Cement CER. Ceramic C.I. Cost Iron C.J. Construction Joint C.L. Choir Link CLG. Ceiling CLR. Clear CNTR. Counter COL. Column CONC. Concrete CONN. Connection CONSTR. Construction CONT. Continuous CORR. Corridor CPT. Carpet CTSK. Countersunk CTR. Center C.W. Cold Water CW/ Coordinate With DBL. Double DEPT. Deportment D.F. Drinking Fountoin or Douglas Fir DIA. Diameter DIAL. Diagonal DIM. Dimension DISP. Dispenser DN. Down DR. Door D.S. Downspout DTL. Detail DWG. Drawing DWR. Drawer E. EA. E.J. EL. ELEC. ELEV. EMER. ENCL. E0. EOPT. ESD E.W. EXH. EXP. East Each Expansion Joint Elevation Electrical Elevator Emergency Enclosure Equal Equipment Electrostatic Dissipative Each Way Exhaust Expansion 3147 S. 120th. Place EXT. Exterior F.A F.D. FON. F.E. F.E.C. F.F. F.G. F.H. F.H.C. FIN FLASH FLR. FLUOR. F.O.C. F.O.F. F.O.M. F.O.S. FT. FTC. FURR. Fire Alarm Floor Drain Foundation Fire Extinguisher Fire Extinguisher Cabinet Finish Floor Finish Grode Flat Heod Fire Hose Cobinet Finish Flashing Floor Fluorescent Face of Concrete Foce of Finish Face of Masonry Face of Stud Feet (Foot) Footing Furring GA Gouge GALV. Golvonized G.B. Garb Bar G.1 Galvanized Iron GL. Gloss GND. Ground GR. Grade G.S. Galvanized Steel GYP. Gypsum H.B. HDP. HDwO. HDWR. H.M. HORI2. HT. I.D. INSUL. INT. JAN. J9. JT. KIT. LAM. LAV. LKR. LT. MAINT. MAT. MAX. M.B. MECH. MEMB MEZZ. MFR. MIN. MIRR. MISC. M. R. M.O. MT0. MTL. MUL. N. N.I.C. NO NOM. N.T.S. SYMBOLS / LEGEND +8'- O-A.F.F. VERTICAL ELEVATION DATUM Referenced Drawing No. DETAIL REFERENCE Referenced Sheet No. �- Referenced Drowing No SECTION REFERENCE Referenced Sheet No. 2 Referenced Drawing No. 3 INTERIOR ELEVATION REFERENCE Referenced Sheet No. OSHEETNOTE REFERENCE Re: All Pions FIXTURE /ACCESSORY REFERENCE Re: Mounting Schedule. Sheet A3.Q (101A) DOOR NUMBER REFERENCE Re: Door Schedule, Sheet A3.0 W 7A WINDOW REFERENCE Re: Window Schedule, Sheet A3.0 WALL TYPE REFERENCE Re: Floor Plans Extent of Woll Symbol. Re: Wall Type Schedule for symbols legend. Hose Bibb Header Hardwood Hardware Hollow Metal Horizontal Height Inside Diameter Insulotion Interior Jonitor Jamb Joint Kitchen Lominote Lovotory Locker Light Maintenance Moterio! Maximum Mochine Bolt Mechanical Membrane Mezzanine Monufocturer Minimum Mirror Miscellaneous Moisture Resistant Mosonry Opening Mounted Metal Mullion North Not In Contract Number Nominal Not To Scale O.D. O.C. OFF. OPP. OPER PART. PL. P. LAM. PLAS. PLYWO PNL. PR. PTD. Outside Diometer On Center Office Opposite Operable Partition Plate Rost:: Laminate Plaster PlywooC Panel Pair Pointed 0.7. Quarry Tile R. R.D. REF. REFR. REINF. RED. RESIL. R.H. RM. R.O. S. S.C. SCHED. SECT. SH. SHT. SHWR. SIM. SPEC. SO. SST. STD. ST L. STOP. STRUCT. SUSP. SYM. SYS. T.B. TEL. THK. T. & G. T.O.C. T.O.P. T.O.W. TYP. U.L. U.N.O. Riser Roof Drain Reference Ref igerator Reinforced Required Resilient Round Head Room Rough Opening South Solid Core Schedule Section Shelf Sheet Shower Simi lo- Specification Square Stainless Stee' Stondord Steel Storage Structural Suspended Symmetrical System Towel Bor Telephone Thick Top of Concrete Top of Plate Top of Wall Typical Underwriters Laboratory Unless Noted Otherwise V.C.T. Vinyl Composite Tile VERT. V.T.R. W. W/ W.C. WD. WIN. W/O w.S. WT. W.W.F. EXISTING CONSTRUCTION TO REMAIN (TYP.) Vertical Vent To Roof West With Water Closet Wood Window Without Wood Screw Weight Welded Wire Fabric EXISTING CONSTRUCTION TO BE REMOVED (TYP. U.N.O.) NEW CONSTRUCTION (TYP.) OFFICE ROOM NAME /NUMBER 1 100 Re: Floor Plans MATCHUNE LINE SEPARATING DESIGNATED PARTIAL BUILDING AREAS. Re. Floor Pions icr C m a Tukwila, WA 98188 GENERAL NOTES 1. THE DRAWINGS INDICATE LOCATION. DIMENSIONS. REFERENCE. AND TYPICAL 'DETAILS OF CONSTRUCTION. THE DRAWINGS DO NOT INDICATE EVERY CONDIT iON - WORK NOT PARTICULARLY DETAILED SHALL BE OF CONSTRUCTION SIMILAR TO PARTS THAT ARE DETAILED. 2. DO NOT SCALE DRAWINGS 3. GROUND LEVEL ELEVATION DATUM 100' -0- 4 DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 5. CONCRETE DIMENSIONS ARE GIVEN TO FACE OF CONCRETE AND TO THE FACE OF ROUGH OPENINGS 6. MASONRY DIMENSIONS ARE GIVEN TO FACE OF MASONRY AND TO THE FACE OF ROUGH OPENINGS. 7 WALL /PARTITION DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNLESS OTHERWISE NOTED. 8. DOOR OPENING LOCATIONS ARE DIMENSIONED TO ROUGH OPENING OR CENTERLINE OF OPENING. 9. SUSPENDED CEILING SYSTEMS TO BE INSTALLED IN ACCORDANCE WITH 1997 UBC STANDARD NO. 25 -2 AND TABLE 25 -A. 10. ALL NEW CONSTRUCTION TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (A.DA.A.G.). AND CABO /ANSI. 11. EXIT SIGNAGE SHALL BE EXTERNALLY OR INTERNALLY ILUMINATED BY THE PREMISES' WIRING AND BY STORAGE BATTERIES AND BE IN COMPLIANCE WITH 1997 UBC SECTION 1003.2.8.4 . 12. _UNLESS OTHERWISE INDICATED ALL DRAWINGS, NOTES WHICH DO NOT READ 'N.I.C.'. 'EXISTING, OR - EXISTING TO REMAIN. OR BY OTHERS SHALL INDICATE NEW WORK WHICH SHALL BE CONTRACTOR FURNISHED AND CONTRACTOR INSTALLED. 13. ALL EXITS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 1997 UBC. SECTION 1003.3.1.8 . 14. EXIT WAYS SHALL BE ILLUMINATED PER UBC SECTION. THE POWER SUPPLY FOR EXIT ILLUMINATION SHALL NORMAL L` BE PROVIDED BY THE PREMISES' WIRING SYSTEM, 1997 UBC SECTION 1012. 15. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS FOR ACCURACY PRIOR TO COMMENCING WITH THE WORK. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 16. THE DESIGN. ADEOUACY AND SAFETY OF ERECTION BRACING. SHORING, TEMPRORARY SUPPORTS. ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. AND HAS NOT BEEN CONSIDERED BY THE ARCHITECT. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILGY OF THE STRUCTURE PRIOR TO THE COMPLETION OF ALL SHEAR WALLS. ROOF AND FLOOR DIAPHRAGMS ANC FINISH MATERIALS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE ABOVE - MENTIONED COMPONENTS. 17. THE CONTRACTOR SHALL OBTAIN THE APPLICABLE BUILDING PERMITS AND PAY ALL FEES. 18. PENETRATIONS THROUGH 1 -HOUR RATED ASSEMBLIES SHALL BE FIRESTOPPED IN ACCORDANCE WITH J.B.C. SECTION 7C3 AND 710. GENERAL CONTRACTOR SHALL SUBMIT PRODUCT DATA. SCHEDULE OF PENETRATION TYPES, AND COORDINATION PLAN WITH LOCATIONS. 19. THE CONTRACTOR(S) SHALL KEEP ALL AREAS OF CONSTRUCTION CLEAN AND FREE OF DEBRIS. AFTER CONSTRUCTION IS COMPLETE. THE GENERAL CONTRACTOR SHALL PROVIDE FINAL CLEAN UP. OVERALL TENANT BUILD -OUT SCOPE OF WORK PHASING THE EXISTING 45.000 S.F. (MIDDLE) TENANT SPACE AT THE EXISTING EAST INTERGATE TECHNOLOGY CAMPUS SHALL BE, ULTIMATELY, BUILT -OUT IN SEPARATE CONSTRUCTION PHASES. EACH PHASE SHALL BE SUBMITTED TO THE CITY OF TUKWILA UNDER SEPARATE PERMIT DRAWING PACKAGES. THE FOLLOWING IS A BREAKDOWN OF THE ULTIMATE PROPOSED TENANT BUILD -OUT SCOPE OF WORK PHASING: PHASE 1 -SCOPE OF WORK (THIS DRAWING PACKAGEI PHASE 1 SCOPE OF WORK SHALL CONSIST OF THE INTERIOR BUILD -OUT OF 18.650 S.F. OF THE (E) GROUND LEVEL AREA. WHICH SHALL INCLUDE 10,000 S.F. OF COMPUTER SERVER AREA. A CONFERENCE ROOM, AN OFFICE AREA AND A LARGE MECHANICAL /ELECTRICAL ROOM. IN ADDITION TO THIS BUILD -OUT, PROVISIONS HAVE BEEN PROPOSED FOR A FUTURE SECOND LEVEL BUILD -OUT. THE SECOND LEVEL STRUCTURE IS INCLUDED IN THIS SCOPE AS ARE STAIRWAYS, AND STRUCTURAL OPENINGS FOR A FUTURE ELEVATOR (TO BE INSTALLED DURING THE SECOND LEVEL BUILD - OUT - FUTURE PHASE 2). THE STAIRWAYS HAVE BEEN DESIGNED FOR THE FUTURE OCCUPANT LOAD FROM THE FUTURE SECOND LEVEL. PN RE: EXITING AND FIRE PROTECTION PLAN - GROUND LEVEL. SHEET T2.0, FOR ADDITIONAL PROPOSED AND FUTURE EXITING INFORMATION. O o.c.vo _111 FUTURE PHASE 2 -SCOPE OF WORK (NOT IN THIS SCOPE OF WORK - SUBJECT TO CHANGE)• FUTURE PHASE 2 SCOPE OF WORK SHALL CONSIST OF THE INTERIOR BUILD -OUT OF THE 20.000 S.F. OF THE (N) SECOND LEVEL AREA. WHICH SHALL INCLUDE APPROXIMATELY 15.000 S.F. OF COMPUTER SERVER AREA AND MECHANICAL /ELECTRICAL ROOMS ALONG BOTH EAST AND WEST SIDES OF THE (E) TENANT SPACE. IN ADDITION. THE ABOVE- MENTIONED ELEVATOR SHALL BE INSTALLED AND STAIRWAYS SHALL BE FINISHED. ACCORDINGLY. RE: EXITING AND F'rRE PROTECTION PLAN - GROUND LEVEL, SHEET T2.0, FOR FUTURE SECOND LEVEL EXITING INFORMATION. FUTURE PHASE.,-SCOPE OF WORK (NOT IN THIS SCOPE OF WORK- SUBJECT TO CHANGE)' FUTURE PHASES INCLUDE THE BUILD OUT OF THE BALANCE OF GROUND AND SECOND LEVELS AREAS. IS SUBJECT TO CHANGE. VICINITY MAP N.T.S. THIS SCOPE HAS NOT BEEN DEFINED AND`�``�iE CIV oCl 0100 IM\.� �,No 3 AO' TUKWILA WASHINGTON SHEET INDEX 11.0 TITLE SHEET T2.0 CODE ANALYSIS / EXITING °LAN GROUND LEVEL AROffECTURAL AO C‘, SITE PLAN A0.1 ENCLOUSER PLANS / SECTIONS / DETAILS A1.0 DEMOLITION PLAN - GROUND LEVEL A2.0 OVERALL FLOOR PLAN - GROUND LEVEL A2. I FLOOR PLAN - GROUND LEVEL All F ACCESS FLOOR PLAN - GROUND LEVEL A2.2 ENLARGED PLANS / INTERIOR ELEVATIONS A3.0 SCHEDULES A3.1 WALL TYPE SCHEDULES / DETAILS A5.1 REFLECTED CEILING Pi.AN - GROUND LEVEL A5.15 SUSPENDED GRID FRAMING PLAN A6.0 PARTIA_ ELEVATIONS A7.0 BUILDING SECTIONS Al 1.0 INTERIOR ELEVATIONS ' INTERIOR ELEVATIONS A 12.0 INTERIOR DETAILS Al2.1 INTERIOR DETAILS Al2.2 INTERIOR DETAILS STRUCTURAL S.1 GENERAL STRUCTURAL NOTES ANG ABBREVIATIONS 5.2 FIRST FLOOR FOUNDATION PLAN S.3 SECOND FLOOR FRAMING PLAN 5.4 DEMOLITION PLAN S.5 TYPICAL STEEL CONNECTION DETAILS 5.6 TYPICAL METAL DECK DETAILS ECHANICAL MC1.1 MECHANICAL COVER SHEET F51.i FIRE SPRINKLER PLAN - AREA '1A' FS1.2 FIRE SPRINKLER PLAN - AREA '18. M1.1 OVERALL MECHANICAL FLOOR PLAN M2.1 MECHANICAL ROOF PLAN - AREA 'IAA' M2.2 MECHANICAL FLOOR PLAN - AREA ' 1 AB' M2.3 MECHANICAL FLOOR PLAN - AREA '1AC' M2.4 MECHANICAL FLOOR PLAN - AREA '1AD' 143.1 CHILLED WATER PIPING SCHEMATIC M4.1 MECHANICAL DETAILS M5.' MECHANICAL SCHEDULES PLUMBING P 1.1 PLUMBING P1.2 PLUMBING 2.1 PLUMBING LECTRICAL E0.0 E2.0 E2.2 E3.0 E3.1 E4.0 E5.0 E7 0 E7.2 FLOOR PLAN - AREA 'IA' FLOOR PLAN - AREA '113' SCHEDULES - DETAILS - RISERS ELECTRICAL LEGEND /SITE PLAN POWER PLAN - GROUND LEVEL AREA '1A' POWER PLAN - GROUND LEVEL AREA 'IA' LIGHTING PLAN - GROUND LEVEL AREA '1A' LIGHTING PLAN - GROUND LEVEL AREA '19' COMMUNICATIONS PLAN - GROUND LEVEL AREA IA' FIRE ALARM PLAN - GROUND LEVEL AREA '1A' ELECTRICAL ONE -LINE DIAGRAM ELECTRICAL DETAILS I unders an.. that ti-e Fran C• e:li a ;tp(Tia:s are sCalect to errors and om sc-,.c, OT, a_ :p7dvat of plans does not authorize the v:o'atlon of any adopted code or ordinance. Rece,pt of con- tractor's copy of approved plans acknowledged. SEPARATE PERMIT r; y0U1RED FOR: IECHANICAL ECTRICAL F uMBING wS PIPING CITY OF TUKWILA BUILDING [MISiON to,gotr • • CORRECTION LTR# Pwcoo2z CDPILLANT New Offices/Data Center fo mprovement z l7 Tukwila, WA 98188 U Q I\ 2'-NntD 7674 REGISTERED ARCHITEC TT M. F STATE OF W NO. DUE MVOS DRAM% TITLE TITLE SHEET ORION WJL OWED BT WJL D'1TE 251ANOO scpa AS NOTED 99132 WWII : WJL OCOIED It WJL DIE. 25.L NOO SEAL AS NOTED rend.: 99132 • PROJECT INFORMATION TENANT: MICRON F C. LIGHTREA-w 900 E Karcher Rd. Nampa IC OWNER/OWNER'S REP.: SABEY CORPORATION (Owners Representative) 100 Eupott Ave W. Suite 33 Seattle. WA 98119-4220 Contact: Jahn Sobey PROJECT ADDRESS: East latergote Pork 3147 5 120th Place Tukwilc. WA 98188 PROJECT DESCRIPTION: RE: SCOPE OF WORK. THIS SHEET CODE AttALYSIS: RE: ERRING AND FIRE PROTECTION PLAN, SHEET 72.0. PROJECT TEAM ARCHITECT: JOHNSON ARCHITECTS, PC 10065 Deer Flot Rood Nompo, Idaho 83686 TEL. (208) 463 -2875 FAX (208) 461 -2304 Contoct: Wolter Lindgren STRUCTURAL ENGINEER: CH2MHILL 700 Clearwater Lone Boise. Idaho 83712-7708 TEL. (208) 345 -5310 FAX (208) 345 -5315 Contact: Kent B Soelberg MECHANICAL/PLUMBING ENGINEER: MUSGROVE ENGINEERING, PA 410 S Orchard Boise. Idoho 83705 TEL. (208) 384 -0585 FAX (208) 384 -0765 Contact: Charles Poulin ELECTRICAL ENGINEER: DC ENGINEERING, PC 21 Woll Street Nampo, Idoho 83651 TEL. (208) 461 -1587 FAX (208) 461 -1588 Contact: Dove Cutbirth CONSTRUCTION MANAGER MORRISON - KNUDSEN CO. One Morrison Knudsen Plozo Boise, ID 83729 TEL (208) 386 -5000 FAX (208) 386 -6083 Contact: Lorry Nelson HTR ,'I Ili � I tt tIII ABBREVIATIONS L Angle O At ` Centerline Chonnel d Penny (No Is) Pouno or Number E) Existing (N) New A/C Air Conditioning A.C. Asphaltic Concrete ACOUS. Acoustical A. D. Areo Drain AOJ. Adjustoble A. P. Access Floor ALT. /demote ALUM. Aluminum APPROX. Approximately ARCH. Architect,J"ol IBITUM. BLDG. BLK. BLKG. B.M. BM. BOT. CAB. CEM. CER. C.I. C.J. C.L. CLG. CLR. CNTR. COL. CONC. CONN. CONSTR CONT. CORR. CPT. CTSK. CTR. C.W. CW/ DBL. DEPT, D.F. DIA. DIAG. DIM. D1SP. ON. DR. D.S. DTL. DWG. DWR. E. EA. E.J. EL. ELEC. ELEV. EMER. ENCL. E0. EOPT. ESD E.W. EXH EXP. Board Bituminous Building Block Blocking Bench Mark Beam Bottom Cabinet Cement Ceramic Cost Iron Construction Joint Chain Link Ceiling Clear Counter Column Concrete Connection Construction Continuous Corridor Corpet Countersunk Center Cold Water Coordinate With Double Deportment Drinking Fountain or Douglas Fir Diameter Diagonal Dimension Dispenser Down Door Downspout Detail Drawing Drawer East Each Expansion Joint Elevation Electrical Elevator Emergency Enclosure Equal Equipment Electrostatic Dissipative Each Way Exhaust Expansion SYMBOLS / LEGEND +8'- 0 VERTICAL ELEVATION DATUM Referenced Drawing No. DETAIL REFERENCE Referenced Sheet No. Referenced Drawing No. SECTION REFERENCE Referenced Sheet No. 2 •-- Referenced Drawing No. 3 INTERIOR ELEVATION REFERENCE Referenced Sheet No. ( DOOR NUMBER REFERENCE Re: Door Schedule. Sheet A3.0 AO WINDOW REFERENCE Re: Window Schedule, Sheet A3.0 I W 7A WALL TYPE REFERENCE M Re: Floor Plans Extent of Wall Symbol. Re: Wolf Type Schedule for symbols legend. OFFICE ROOM NAME /NUMBER 1 100 Re: Floor Plans r SHEETNOTE REFERENCE Re: All Pions FIXTURE /ACCESSORY REFERENCE Re: Mounting Schedule. Sheet A3.0 Tenant Improvement: New Offices /Data Center for: 3147 S. 120th. Place EXT. Exterior F.A. F.D FON F.E. F.E.C. F.F. F.G. F.H. F.H.C. FIN. FLASH. FLR. FLUOR. F.O.C. F.O.F. F.O.M. F.O.S. FT. FTG. FURR. GA GALV. G.B. G.I. GL. GND. GR. G.S. GYP. H.B. NOR. HDWD HDWR. H.M HORIZ. HT. 1.0. INSUL. INT. JAN. JB. JT. LAM. LAV. LKR. LT. MAINT, MAT. MAX. M.B. MECH. MEMB. MEZZ. MFR MIN. MIRR. MISC. M.R. M.O. MTD. MTL. MUL. N. N.I.C. NO. NOM. N.T.S. Fire Alarm Floor Drain Foundation Fire Extinguisher Fire Extinguisher brnet Finshh Co Floor Finish Grade FIo. Head Fire Hose Cabinet Fmish F Floor Fluorescent Face of Concrete Face of Finish Face of Mason Face of Stud Feet (Foot) Footing F G Galvanized Garb Bor Galvanized Iron Gloss Ground Grade Galvanized Steel Gypsum Hose Bibb Header Hordwood Hardware Hollow Metal Horizontal Height KIT. Kitchen Inside Diameter Insulation Interior Janitor Jamb Joint Lominote Lavatory Locker Light Maintenance Moterioi Maximum Machine Bolt Mechanical Membro ne Mezzanine Manufacturer Minimum Mirror Miscellaneous Moisture Resistant Masonry Open :ng Mounted Metal Mullion North Not In Contract Number Nominal Not To Scale 0.0. O.C. OFF. OPP. OPER. EXISTING CONSTRUCTION TO REMAIN (TYP.) PART. PL . P. LAM. PLAS PLYWD PNL PR. PTD. 13.T. R. R.D. REF. REFR. REINF. RED. RESIL. R.H. RM. R.O. S. S.C. SCHED. SECT. SH . SHT. SHWR. SIN. SPEC. SO. SST. STD. $TL. STOR. STRUCT. SUSP. SYM. SYS. T.B. TEL. THK. T. & G. T.O.C T.O.P. T.D.W. TYP. U.L. U.N.O. W. W/ W.C. WD. WIN. W/O W.S. WT. W.W.F. EXISTING CONSTRUCTION TO BE REMOVED (TYP. U.N.O.) NEW CONSTRUCTION (TYP.) MATCHUNE LINE SEPARATING DESIGNATED PARTIAL BUILDING AREAS. Re: Floor Plans Outside Diameter On Center Office Opposite Operable Partition Plate Plastic Laminate Ploste• Plywood Panel Pair Pointed Quarry Tile Riser Roof Drain Reference Refigerotor Reinforced Required Resilient Round Heod Room Rough Opening South Solid Core Schedule Section Shelf Sheet Shower Similar Specification Square Stainless Steel Standard Steel Storage Structural Suspended Symmetrical System Towel Bor Telephone Thick Top of Concrete Top of Plate Top of Wall Typical Underwriters Laboratory Unless Noted Otherwise V.C.T. Vinyl Composite Tile VERT. Vertical V.T.R. Vent To Roof West With Water Closet Wood Window Without Wood Screw Weight Welded Wire Fabric icr C Teni a Tukwila, WA 98188 GENERAL NOTES OVERALL TENANT BUILD -OUT SCOPE OF WORK PHASING 1. THE DRAWINGS INDICATE LOCATION. DIMENSIONS, REFERENCE. AND TYPICAL DETAILS OF CONSTRUCTION. THE DRAWINGS DO NOT INDICATE EVERY CONDITION - WORK NOT PARTICULARLY DETAILED SHALL BE OF CONSTRUCTION SIMILAR TO PARTS THAT ARE DETAILED. 2. DO NOT SCALE DRAWINGS 3. GROUND LEVEL ELEVATION DATUM 100' - 4 . DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 5 CONCRETE DIMENSIONS ARE GIVEN TO FACE OF CONCRETE AND TO THE FACE OF ROUGH OPENINGS. 6. MASONRY DIMENSIONS ARE GIVEN TO FACE OF MASONRY AND TO THE FACE OF ROUGH OPENINGS. 7. WALL /PARTITION DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNLESS OTHERWISE NOTED. 6. DOOR OPENING LOCATIONS APE DIMENSIONED TO ROUGH OPENING OR CENTERLINE OF OPENING 9. SUSPENDED CEILING SYSTEMS TO BE INSTALLED IN ACCORDANCE WnTH 1997 UBC STANDARD NO. 25 -2 AND TABLE 25 -A. 10. ALL NEW CONSTRUCTION TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (A.D.A A G.), AND CABO /ANSI. 11. EXIT SICNACE SHALL BE EXTERNALLY OR INTERNALLY ILUMINATED BY THE PREMISES' WIRING AND BY STORAGE BATTERIES AND BE IN COMPLIANCE WITH 1997 UBC SECTION 1003.2.8.4 . 12. UNLESS OTHERWISE INDICATED ALL DRAWINGS. NOTES WHICH DO NOT READ N.I.C.. EXISTING", OR - EXISTING TO REMAIN. OR "BY OTHERS SHALL INDICATE NEW WORK WHICH SHALL BE CONTRACTOR FURNISHED AND CONTRACTOR INSTALLED. 13. ALL EXITS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 1997 UBC. SECTION 1003.3.1.8 . 14. EXIT WAYS SHALL BE ILLUMINATED PER UBC SECTION. THE POWER SUPPLY FOR EXIT ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES' WIRING SYSTEM. 1997 UBC SECTION 1012. 15. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS FOR ACCURACY PRIOR TO COMMENCING WITH THE WORK. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 16. THE DESIGN. ADEOUACY AND SAFETY OF ERECTION BRACING. SHORING. TEMPRORARY SUPPORTS. ETC.. IS THE SO..E RESPONSIBILITY OF THE CONTRACTOR. AND HAS NOT BEEN CONSIDERED BY THE ARCHITECT. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE COMPLETION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE ABOVE - MENTIONED COMPONENTS. 17. THE CONTRACTOR SHALL OBTAIN THE APPLICABLE BUILDING PERMITS AND PAY ALL FEES. 18. PENETRATIONS THROUGH 1 -HOUR RATED ASSEMBLIES SHALL BE FIRESTOPPED IN ACCORDANCE WITH U.B C. SECTION 703 AND 710. GENERAL CONTRACTOR SHALL SUBMIT PRODUCT DATA, SCHEDULE OF PENETRATION TYPES. AND COORDINATION PLAN WITH LOCATIONS. 19. THE CONTRACTOR(S) SHALL KEEP ALL AREAS OF CONSTRUCTION CLEAN AND FREE OF DEBRIS. AFTER CONSTRUCTION IS COMPLETE. THE GENERAL CONTRACTOR SHALL PROVIDE FINAL CLEAN UP. THE EXISTING 45.000 S.F. (MIDDLE) TENANT SPACE AT THE EXISTING EAST INTERGATE TECHNOLOGY CAMPUS SHALL BE, ULTIMATELY. BUILT -OUT IN SEPARATE CONSTRUCTION PHASES. EACH PHASE SHALL BE SUBMITTED TO THE CITY OF TUKWILA UNDER SEPARATE PERMIT DRAWING PACKAGES. THE FOLLOWING IS A BREAKDOWN OF THE ULTIMATE PROPOSED TENANT BUILD -OUT SCOPE OF WORK PHASING PHASE 1 -SCOPE OF WORK (THIS DRAWING PACKAGED PHASE 1 SCOPE OF WORK SHALL CONSIST OF THE INTERIOR BUILD -OUT OF 18.650 S.F. OF THE (E) GROUND LEVEL AREA. WHICH SHALL INCLUDE 10.000 S.F. OF COMPUTER SERVER AREA. A CONFERENCE ROOM, AN OFFICE AREA AND A LARGE MECHANICAL /ELECTRICAL ROOM. IN ADDITION TC THIS BUILD -OUT. PROVISIONS HAVE BEEN PROPOSED FOR A FUTURE SECOND LEVEL BUILD -OUT, THE SECOND LEVEL STRUCTURE IS INCLUDED IN THIS SCOPE AS ARE STAIRWAYS, AND STRUCTURAL OPENINGS FOR A FUTURE ELEVATOR (TO BE INSTALLED DURING THE SECOND LEVEL BUILD -OUT - FUTURE PHASE 2). THE STAIRWAYS HAVE BEEN DESIGNED FOR THE FUTURE OCCUPANT LOAD FROM THE FUTURE SECOND LEVEL. RE. EXITING AND FIRE PROTECTION PLAN- GROUND LEVEL, SHEET T2.0, FOR ADDITIONAL PROPOSED AND FUTURE EXITING INFORMATION. fUTURF PHASE 2 -SCOPE OF WORK (NOT IN THIS SCOPE OF WORK - SUBJECT TO CHANGE) - FUTURE PHASE 2 SCOPE OF WORK SHALL CONSIST OF THE INTERIOR BUILD -OUT OF THE 20.000 S.F. OF THE (N) SECOND LEVEL AREA, WHICH SHALL INCLUDE APPROXIMATELY 15.J00 S.F. OF COMPUTER SERVER AREA AND MECHANICAL /ELECTRICAL ROOMS ALONG BOTH EAST AND WEST S:DES OF THE (E) TENANT SPAC.. IN ADDITION. THE ABOVE- MENTIONED ELEVATOR SHALL BE INSTALLED AND STAIRWAYS SHALL BE FINISHED. ACCORDINGLY. RE: EXITING AND FIRE , ROTECTION PLAN- GROUND LEVEL, SHEET T2.0, FOR FUTURE SECOND LEVEL EXITING INFORMATION. FUTURE PHASES- Es:OPE OF WORK (NOT IN THIS SCOPE OF WORK- SUBJECT TO CHANGE); FUTURE PHASES INCLUDE THE BUILD OUT OF THE BALANCE OF GROUND AND SECOND LEVELS AREAS. THIS SCOPE HAS NOT BEEN DEFINED AND IS SUBJECT TO CHANGE. VICINITY MAP N.T.S. TUKWIIA WASHINGTON SHEET INDEX T1.0 TITLE SHEET 72.0 CODE ANALYSIS / EXITING PLAN GROUND LE.IEL ,ARCHITECTURAL A0.0 SITE PLAN AO. 1 ENCLOUSER PLANS / SECTIONS/ DETAILS Al .0 DEMOLITION PLAN - GROUND LEVEL A2.01 OVERALL FLOOR AN A2 FLOOR PLAN - GR - LEVEL LEVEL A2.1 F ACCESS FLOOR Pt.A . - GROUND LEVEL A2.2 ENLARGED PLANS / INTERIOR ELEVATIONS A3.0 SCHEDULES A3.1 WALL TYPE SCHEDULES / DETAILS A5.1 REFLECTED CEILING PLAN - GROUND LEVEL A5.15 SUSPENDED ;RID FR ektNv PLAN A6.0 PARTIAL BUILDING ELEVATIONS *7.0 Al BUILDING SECTIONS 1.0 INTER:C'P ELEVATIONS Al 1.1 INTERIOR ELEVATIONS Al2.3 INTERIOR DETAILS Al INTERIOR DETAILS Al2.2 INTERIOR DETAILS STRUCTURAL 5.1 GENERAL STRUCTURAL NOTES AND ABBREVIATIONS S.2 FIRST FLOOR FOUNDATION PLAN 5.3 SECOND FLOOR FRAMING PLAN 5. DEMOLITION PLAN 5.5 TYPICAL STEEL CONNECTION DETAILS 5.6 TYPICAL METAL DECK DETAILS MECHANICAL MC1.1 MECHANICAL COVER SHEET FS1.1 FIRE SPRINKLER PLAN - AREA '1A' F51 .2 FIRE SPRINKLER PLAN - AREA '1E1' M1 .1 OVERALL MECHANICAL FLOOR PLAN M2.1 MECHANICAL ROOF PLAN - AREA 'IAA' M2.2 MECHANICAL FLOOR PLAN - AREA '1AB' M2.3 MECHANICAL FLOOR PLAN - AREA 'LAC' M2.4 MECHANICAL FLOOR PLAN - AREA '1AD' M3.1 CHILLED WATER PIPING SCHEMATIC M4.1 MECHANICAL DETAILS M5.1 MECHANICAL SCHEDULES PLUMBING P t., PLUMBING FLOOR PLAN - AREA '1A' P1.2 PLUMBING FLOOR PLAN - AREA '18' P2.1 PLUMBING SCHEDULES - DETAILS - RISERS ELECTRICAL E0.0 ELECTRICAL LEGEND /SITE PLAN E2.0 POWER PLAN - GROUND LEVEL AREA 'tA' E2.2 POWER PLAN - GROUND LEVEL AREA '1A' E3.0 LIGHTING PLAN - GROUND LEVEL AREA '1A' E3.1 LIGHTING PLAN - GROUND LEVEL AREA '1B' E4.0 COMMUNICATIONS PLAN - GROUND LEVEL AREA ' l A' E5.0 FIRE ALARM PLAN - GROUND LEVEL AREA '1A' E7.0 ELECTRICAL ONE -LINE DIAGRAM E7.2 ELECTRICAL DETAILS This plan was reviewed for general conformrnce with the following: Ci Structural Provisions of the Uniform Building Code ❑ Nex.,mlctunl Ptvisions of the uniform Building Code ❑ Washington Scat:. Barrier -Free Regulations iChaptct S1•30 µ'Ad ❑ Washington State Energy Code IC:haprc, 51.11 WACI The yxepet applicant is responsible for coofmnance with all applicable codes. oonditinns of apprt vs1. and perm/ -ogwmnrnu wb!ect to tAe teamm cvs and .T.c co the t npa emmp s,,fh..ritn T review dn. nth telKve A. Archttan and Eogtneer of Ro ono of the resry.usi•litn N. a ..rnpletc dnigr. to accordance with the laws of tM go•ermat turivttctton and :h, sure of 4 eahmglon. Jwisdtchnn CI T s ( 01 V M-42LOt_ A By - >..J c W t..5O cdv REII1 t1' ;'I)LF. FON, INC. Code Rra Consul•nr • Pa!r 1S EX.i �-- L FED 15 1J RIO b1tODt.cfgpl RECEWED S IT' of TIJEW JAN 2 5 2000 Th2000 ZSZINL R SINE ND . 7674 T hi. STATE OF W DAM 24 --1zWoP REGISTERED I ARCHITEC --- D I O 0 0 TITLE SHEET T1.0 tJ caw "' WJL °E®°t WJL Q E 25JAN00 KM- 1/16" = 1' -0" J08ND 99133 a STORSE: P Y U ER U.B.C. SECTION 1003.2.2.2.1) .AREA_ NOT TO - BE - INCLUDED_IN.__TO.TAL OCCUPANT LOAD OF BUILDING. (TYP.) (E) 2 -HOUR FIRE -RATED TENANT WALL TO REMAIN. FUTURE ELEVATOR CAB AND EQUIPMENT FOR — ifvEt — BUILD -OUT. NOT IN PHASE 1 SCOPE OF WORK UNFINISHED STAIR ASSEMBLY INSTALLED IN PHASE 1 FOR FUTURE SECOND LEVEL BUILD -OUT. I I I I i i I i t T i 1 - i 0 i i I 11 I I I I I I I I I I I ! I I I ! I I I I I I I I I I 1 I I I rrt I i I i i i i i I i I I I I I I I I I I I I I I I I I I I I 1 I 1 1 1 I 1 1 I ___ _______.4.....4_ ___ __. ______.. _________ ___ _________ . I ! I ! I I I I I I I I I 1 I I I I i i i l i i i i i I I I I I I I I I 1 I I i I UVOCQu'IED I i I I I I i i SPAY. I I i ___. -- —. -- _ ---._; -t._._..__.___.___ — i-- _- .____.__..__.. 4-------- 1..___.__..__.. __..— _....___ i i i I I_ trt) D.7 I i I I I I i i i i i i i i i i I I I I I 1 1 1 1 1 i i I i i 1 ( E) 2 -HOUR FIRE -RATED TENANT WALL TO REMAIN. �} • - -- -- — 'r -- - - -- - -- I I J } I I I I I I I I 1 DEDICATED 6,100 is.f. (1 Exit I I (1 Ex1t) I spa I I F.9 F.8 8(3 ACCESSORY USE; (PER U.B.C. SECTION 1003.2.2.2.1) AREA NOT TO BE INCLUDED IN TOTAL OCCUPANT LOAD OF BUILDING. (TYP.) VV (FUTURE) UNFINISHED STAIR ASSEMBLY INSTALLED IN PHASE 1 FOR FUTURE SECOND LEVEL BUILD -OUT. EXITING AND FIRE PROTECTION PLAN - GROUND LEVEL 1/16" 0' 0,4* 0 �� C ,t�� O • GENERAL NOTES NE- SCOPE OF ROtil(. SHEET Ti O. FOR DESCRIPTION or %pa a= PROPOSED CONSTRUCTON PHASES Y - AT ALL POIETRATIONS OF FIRE PROTECTION ASSiiNBLZS. CONTRACT0R SHALL PROVIDE AND INSTALL APPRO4IED AND TESTED FTRESTOP MIEN PER 1997 U.B.0 1. LEGEND 1200 s.f. (1 Exit) CODE DATA TOTAL BUILDING AREA: FIRE SUPPRESSION SYSTEM 0 II -r KEY PLAN N O SCALE 4 1-HR FIRE RATED LOBBY /CORRIDOR OCCUPANCY CLASSIFICATION AREA OF IKON DUAL ROOM CALCULATED OCCUPANT LOAD FOR INDIVIDUAL ROOM. NUMBER OF EX'S REQUIRED FROM NDNDUAL ROOM ACCUMULATED OCCUPANT LOAD IN EGRESS PATH AND DIRECTION OF EGRESS. APPUCABLE CODE: CONSTRUCTION TYPE: OCCUPANCY: TENANT NAPROVEMENT AREA (PHASE 1): ALLOWABLE BUILDING AREA (PER U.B.C. SECTION 505.2): BASIC ALLOWABLE FLOOR A,TcA. ONE OR TWO STORY BUILDING ./ SEPARATION ON ALL SIDES (>6O) AND FULLY SPRINKLERED EXISTING BUILDING AREA: ADDITIONAL BUILDING AREA (UNOCCUPIED SECOND LEVEL): PROPOSED FUTURE SECOND LEVEL AREA: PROPOSED FUTURE SECOND LEVEL USE: OCCUPANT LOAD FACTOR OF PROPOSED USE: PROPOSED FUTURE OCCUPANT LOAD: 497 U.B.C TYPE V -N B 18.650 S.F. UNLIMITED 107.500 S.F. 20,000 S.F. 127,500 S.F YES FUTURE SECOND LEVEL EXITING ANALYSIS 20,000 S.F. ADDITIONAL COMPUTER SERVER AREA / MECH. AREA 300 S.F. PER OCC. 67 OCCUPANTS 67 OCC. > 10 OCC., THEREFORE, THE SECOND LEVEL REQUIRES (2) THE SECOND LEVEL SERVEDT). HALF -THE- DIAGONAL (PER U.B.C. SECTIONS 1004.2.3 AND 1004.2.4). FURTHERMORE, FOR THE PURPOSE OF THIS ANALYSIS, IT IS ASSUMED THAT THE ENTIRE SECOND LEVEL SHALL BE ONE ROOM OR AREA, AND THAT STAIR #1 AND STAIR # SHALL BE OPEN TO THIS AREA, AS AN EXTENSION OF IT. BECAUSE OF THIS, STAIR # SHALL EXIT DIRECTLY TO THE EXTERIOR, WHILE STAIR #2 SHALL PASS THROUGH AN ADJOINING INTERVENING ROOM, THE UNOCCUPIED SPACE, TO THE NORTH OF THE PHASE 1 BUILD -OUT, TO AN EXTERIOR EXIT. (PER U.B.C. SECTION 1004.2.2 - TRAVEL THROUGH INTERVENING ROOMS) THE NUMBER OF FUTURE OCCUPANT LOAD IMPOSED ON EACH EXIT ACCESS IS NOTED ON THE EXITING PLAN (INDICATED AS FUTURE) FOR REFERENCE ONLY. l CINAlTAM: —J w CL op o c LcC 1-- NO. OWE 3/2/00 MVOS Neaspes PEN CRY PUN CHEM 00M4NMS CODE ANALYSIS / EXITING PLAN GROUND LEVEL L T210 ORWM 8t. JPT °a0®m WJL Dom: 25JAN00 AL 1 " = 20 %0" ice no.: 99133 60' -0" ANN. CLEAR TO PROPERTY LINE EXISTING TENANT SPACE: 1 45,000 s.f. -r .... • I ... :: . :': _I I I . .................... . - - - - I • ::I t v , 60' -0 . CLEAR TO ASSUMED PROPERTY UNE ipr....M.....,..M.r, ti L — / � I -- n t/ii■ ....i ....... M.... .it I&I IA, I L. // /J ACISCENT BRIM E SIGNAGE SHOWN FOR INTENT. ALL SIGNS SHALL CONFORM TO A.D.A. REQUIREMENTS. SEE SITE PLAN FOR LOCATIONS. SIGNS TO BE 18 GAUGE BONDERIZED STEEL OR .063" ALUMINUM RE: 2 /AO.OFOR MOUNTING. i !ACCESSIBLE PARKING VAN _ ACCESSIBLE WHITE _ BLUE WHITE 1771 I 1 sr 1' -0" 'VAN ACCESSIBLE' SIGN TO BE MOUNTED BELOW c ACCESSIBLE PARKING' it SIGN. j A: VAN STALL B: STANDARD STALL 3 ACCESSIBLE SIGN (1YP.) L. f } STANDARD DUTY CONCRETE BASE. ol� 2 A CCESSIBLE SIGN (TYP.) /2 - 1 - 0" t.....tt.....t........ammi ik ACCESSIBLE PARKING SIGN(S). RE: SITE PLAN FOR LOCATION & TYPE. MOUNT SIGN (,S) TO PIPE W/ GALV. BRACKETS & 3/8 0 CADMIUM PLATED BOLTS,NUTS & WASHERS. WHEN MOUNTED TO WALL USE 3 /8 "0 CADMIUM PLATED EXPANSION ANCHORS & WASHERS. PROVIDE SPACERS BEHIND SIGN(S) AS REQUIRED FOR FLAT 4c LEVEL MOUNTING AT ROUGH SURFACES. RE: A3 /A0.0 2" DIAMETER GALV. STEEL PIPE. � FINISHED GRADE. RE: PARTIAL SITE PLAN FOR LOCATION L 1 1 1 PwIcNC TO 11E REMOVED paburic PROMO" NI MA1 PNIIM•iG LOT AGLOW PARKING SUMMARY C SHEET NOTES 1. (E) STRIPING 0 (E) ASPHALTIC PAVEMENT TO REMAIN . (TYP) 2. (N) PAINTED STRIPING 00ER (E) ASPHALTIC PAVELENT TO MATCH (E) STRIPING. (rm.) 3. (N) 8" CIA u (INTEGRALLY-COLORED SMOOTH- FACED) ENCLOSURE w/ METAL LOUVERED OPENINGS (TIP. OF E'• 4. (N) CHILLER UNIT OVER (N) LEVEL CONCRETE PAD. OF 2 AT NITIAL BUILD -OUT SCOPE OF WORK.) CW/ MECHANICAL DWGS. 5- (N) SLOPED CONCRETE APRON. (TYP.) RE: ENLARGED ENCLOSURE PLAN. SHEET A0.1. 6. (N) DIESEL GENERATOR IN SEMI - TRAILER ENCLOSURE. OF 1 AT INITIAL BUILD -OUT SCOPE OF WOF <). 7. (2) ` -0 "x7' -0" STEEL GATE. RE: ELEVATIONS. SHEET A0.1 8. (2) 4'- Cx7' -0" JEttL GATE. RE: ELEvATIMS, SHEET A0.1. 9. (E) CURB TO REMAIN (TYP.) 10. N) TRANSFORMER YARD BY OTHERS VERIFY LOCATION N FIELD. 11. REMOVE EXISTING TREE AND PLANTER. AS REQUIRED. 12. (E) 2 -HOUR FIRE -RATED AREA SEPARATION WALL TO REMAIN. 13. ' E - . VE TO REMAIN 14. ACCESSIBLE STALL w/ PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY. (FIELD = BLUE / SYMBOL = WHITE) 15. ACCESSIBLE SIGN. RE 2, A0.0. 16. PAINTED AISLEWAY TO MATCH (N) PAINTED STALL ACCESS AISLE SHALL BE LEVEL w/ SURFACE SLOPE NOT EXCEEDING 1:50 (2%' IN ALL DIRECTIONS. ‘p 1°1 NJ�U /�,1 "LpifSC% 0 19 STALLS 3 STALLS 24 - -0' CLEAR ® ® ; L aoc; l c NO SCALE • N / ' 1 • v i 0 U 0 Z a) 0 O m PC. ORE 3/2/00 TEAMS ROOMS PER CITY PINT PECK COMMENTS DIMING IRE: SITE PLAN HET NO.: I GROUT TOP COURSE 4 - PRECAS' CONC. CAP -- --. � l (2) 05 CONT. BOND BEA V I *7 AT T. 3/4 7 5/8 C ONC. CAP 3" = 1 0" 7• -4 T01 7 WALL SECTION (TYP.) CONCRETE CAP CONTINOUS (TYP.) CMU WALL (TYP.) ;2) h5 CONT. BOND BEAM AT '0P. MN 4' PRECAST ON CAP (2) i5 CONT BOND BEAM AT TOP. 5 WEST ELEVATION a 0 V GROUT TOP COURSE 8" C.M - u (2) 05 CONT BOND BEAM AT 4 -0' O.0 /5 VERT. BAR • 12 O.C 1/2" FIBER ExPANSION JOINT 6' CONCRETE S;.AB W/ /5 BAR O 12 0 -C. (EA NAY) GROUT SOLID 05 DOWEL AT 24" O.C.- • 3 -0 4 0 O 7 -4' 0 6 /2" WALL i -0" SECTION (TYP.) 1 = 0 -O' T.G. CONC. SLAB 4 PL. 2 "x4"x1/4" WELDED TO 1/2" STD. PIPE x 4" LONG. 1/2" 0 x 4" LONG ROD 1/4" 2" MIN. SIDES 2 1/2" x 2 1/2 x 1/4" CONT. ANGLE FRAME W/24 GA. METAL DECK GATE (MITER ALL CORNERS) METAL GATE JAMB (TYP.) 421.34. �����. �,� I ����■ 12 12 E' -8" 8 - O" 1 I' -4' 1 8' -0' r 10' -8. AMii ASI . ///I//➢.G, /i X AIMMIMSAIIIMEMNSWM GINM /I. 0091I.W c 7_D 8 -O 10' -8 I16 -0' I ENLARGED EQUIPMENT ENCLOSURE PLAN ENLARGED = i' -0" 4 SOUTH ELEVATION 1/8" = 1' -0" 0 . - ," 10' -8 T.O.M. Y T.O. SLAB 8' -0' 1 -4' 8' -8" 1' -4' 8' -0" 6 ,r Z ENCLOSURE FOUNDATION PLAN 1/8 .. = 1 , - 7 TOM. 0' -0" T.O. SLAB 0 0 WMINEM immou - ----. mollirmommilumooms immune Insuommum ■ n � � mss =: m ■ 3 E AST ELEVATION , / 8" = 1' - 0" GENERAL NOTES T- In5° CONOIIIONS (UTUIY IVES- 51510404, CURBS- ETC ME INd(ATEO FOR REFERENCE OTLLY. CONTRACTOR SHALL VERFY E) CONCIMONS M FIELD AND NO'WY ARCHITECT, M/CDATELY. WHERE 0,4FLCTS moor OCCUR. PRIOR TO COMMENCING WORK 2 CONTRACTOR SWAG COORDINATE mob. ELECTRICAL. MECHAN CA.. AND PLUMBING DRAWINGS FOR (N) SITE SCOPE OF WORK AMC SHILL NOTIFY ARCHITECT. WDAATELY, W IER( CONFLICTS OCCUR. (TYP.) I O SHEET NOTES 1. 8' CONCRETE SLAB */ #5 BAR O ' 2 O.0 (EA.*AY) OVER COMPACTED GRANULAR FREE - DRAINING FILL TO FROST DEPTH (TYP ) 2- 3' CONCRETE CAP (TYP- 0 PERIMETER) 3. 8 SMOCTH -FACE. INTEGRALLY- COLORED C.N.J. WALL (TYP.) 4. CONTINUOUS CONCRETE FOOTING (TYP) RE: 6/A0.1 5. (N) CHILLER UM" (TYP.) CA/ MECHANICAL DWGS. 6. FUTURE CHILLER UNIT. (SHOWN DASHED) NOT N SCOPE OF WORK 7. METAL GATE 2 1/2'x2 1/2 - x1/4" ANGLE FRAME +/ 24 GA METAL DECK WELDED TO ANG.F FRAME PAINT COLOR TC BE DETERMINED (TYP 8 CONCRETE PILE (FTP ) RE: STRUCTURAL DWGS 9. PAINTED STRIPIN;, TO MATC H ( E) STRIF'NG COLOR AND WIDTH (TYP.) TO. (E) ALSPHALTIC PAVEMEN' (TYP ) 11. STEEL BOLLARD (TYP.) RE: 9 /AD 12. METAL LOUVER. SZE ANC LOCATION AS SHOWN. (TYP.) 13 F.O. (E) BUILDING. (TYP.) EXPIRED OCT 01 Z003 M AR 57° LL Oc::D —oa oa ND. ONE E NCLOSURE PLANS / SECTIONS DETAILS DINABe JPT ° WJL DIVE 25JAN00 wAL AS NOTED 99133 SHIT NO. A0.1 EWA Be: JPT OiEO®° WJL DATE 25JANOO sou 1/16" = 1 -o" .1313 NO.: 99132 • • • C -- G i lull 11111 EXISTING UNOCCUPIED TENANT SPACE IEE1rIH1 T • I GENERAL NOTES COOR:ses TE EITEve OF DEMOUTCON R/ ate COwSTTxuCTek AS INMATE Or► FLOOR »c REf LMO MIMIC PLANS (*w ) 2. C'ONTRA[ToR 94AL: vERF V (E) CfMOTIONS et FOLD PRIOR TO OOKX.ITCIN RORK CONTRACTOR 94*4.L 'RIMY ARC 4TECT. IMeirOMTELY. WI ERE COriuCTS OCCJR 3- Cm/ rECsw+Kh. LCCTRICAL. NC PLUMBING OrCS_ FOR SCOPE OF DEMOLITION wORY OF (E) BOLDING SYSTEMS. NOT I I GATED ON THIS SHEET. LEGEND (E) CONSTRUCTION TO REMAIN (E) CONSTRUCTION TO BE REMOVED /DEMOL SHE D IMILEKR■ (E) TwO- HOUR FIRT -RATEC *A_. ASSEMBLY TO REMAIN C SHEET NOTES T. CJT OPENINC INTO (E) CONC. WALL PANEL. AS INDICATED RE: PARTIAL SOUTH ELEVATION - DEMOLITION. FOR VERTICAL EXTENT OF DEMOUTION 2 REMOVE (E) STEEL BOLLARD AND BAS PLATE. (TYP. OF 3) 3. REMOVE (E) OVERHEAD SECTIONAL L)OOR ASSEMBL' +. REMOVE (E) DOOR AND FRAK: ASSEMBLY 5. CUT ANC REMOVE PORTI )N OF (E) CONC. SLAB AS REQUIRED FOR (N) ELEVATOR PIT. PROTECT FROM DAMAGE (E) ADJACENT PILE FOOTINGS AS INDICATED DN STRUCTURAL DRAWINGS. Cw/ STRUCTURAL DRAWINGS FOR THE (N) ELEVATOR PIT OPENING DIMENSIONS. 6. CUT AND REMOVE P(' 77:0N OF (E) ASPHALTIC PAVEMENT. LANDSCAPE. F - .. AS REQUIRED FOR NEW UTILITY ENCLOSURE AND CONCRETE APRON RE: ENLARGED ENC_OSURE PLAN. SHEET AO. t . 7. (E) TWO -HOUR FIRE RATED TENANT WALL TO REMAIN. (TYP.) 8 (E) CONCRETE SLAB TO REMAIN CW/ STRUCTURAL DRAWINGS FOP (E) CONDITIONS. (TYP.) 9. (E) SMOKE CJRTAIN AT UNDERSIDE OF (E) ROOF DECK TO REMAIN (NP) 10 (E) TS C:.LUMN TO REMAIN. CW/ STRUCTURAL DRAWINGS FOR (E) CONDITIONS. (TYP.) EXPIRED OCT o 1 ZCO3 1 OV DEMOLITION PLAN - GROUND LEVEL >> 0 0 13 "— D„/-06 7 0 Y PLAN N SCKEALE 0 L.: 0 >L aJ U B 0 v U v c E 0 ti v Q 0 v 0 . tD REGISTERED ARC CT ND. DATE IBMS DIMING TME: DEMOLITION PIAN- GROUND LEVEL m p Al .0 • a MAIN ENTRANCE 99 -Cr* - (V � 99' -4' T.O. CURB O FINISH GRADE (> 98' -4 AND S 99' -0 98' -8 T.0 CURB 0 FINISH GRADE (> 97' -8 AND S 98'-4") 97' -6 - t (( vE�) RAGE 98' -0" T.O. CURB 0 FINISH GRADE (> 97' -0' AND S 97' -8") • t 97' -6't 7.0. SLAB VERIFY) 99' -0't T.O. SLAB (VERIFY) • • • • • 98' -0" / T.O. CURB 0 FINISH GRADE (> 97' -0" AND < 97' -8' _ 3'- 10' -9' i 10' -9 10' -9" • • • AC 'A IP . 10' -9" , 11' -0 (E) ASPHALTIC PAVEMENT • • • 112' -8" VARIES T.O. SLAB AND T.O. (E) PAVEMENT v 3" CLR. t Ar C) til • 98' -8" T.O. CURB 0 I FINISH GRADE (> 97' -8 AND S 98' -4") • • • 11 ? • �O 0 io 0 N 11' -0- . 10' -9" 10' -9 10' -9" • 199' F1NS?1 GRADE 99' -6 - t A r► ".o. SUB , • 100. _0- f _ ._ -.; T.O. CURB 0 FINISH GRADE . (> 99' -0" AND < 93' -8") • 99 . -4 " • • d T.O. CURB 0 \ FINISH GRADE \ (> 98' -4 AND S 99' -0' 98' -2 "t (VERIFY) RARE 1 98' - 2 "t T.O. SLAB 98'-8" T.O. CURB 0 FINISH GRADE (> 97-8" AND S 98 -4") 10' -9" 1 PILE LAYOUT / FOUNDATION PLAN 1 = 1 -0' • F,- HEI 13 I ! -1 , ii 2 3 CONC. SLAB (TYP 4.000 PSI :;ONCRETE w/ 5 -8% AIR ENTRAINMENT #5 0 12" 0.C. (EACH WAY) 7" TIP 0 TIMBER PILE (TYP. -WHERE OCCURS) • GENERAL NOTES 1. 5EE CCrwawGT10M RECORD FROM EARTH CONSULT TS. INC. ty►TED 3- 30-00. FOR FURL ER PILE Mod CRwTERA C' SHEET NOTES 1- CONCRETE SLAB. RE:2 /A0-1A 2- EDGE Or CONCRETE SUB. (TYP.) 3. 7' Tip •TIMBER PILE_ (40 TOTAL) 4. (E) ASPHALTIC PAVEMENT. (TYP.) 5. T.O. CONCRETE CURB. (TYP ) 8. CONCRETE CURB STEP -OC*N. VERIFY LOCATION IN FIELD. COORDINATE LOCATION a, (E) FINISH GRADE ELEVATIONS. pe..c.icd ZvxSpee.4)ovN evAire Ins REVISION N0. _I D2000 2 if cm OF TU D A AP° - 2000 PERMIT CENTER ND. 0 z\ CYR 3/2/00 2/25/00 3 /20/00 4/5/00 OWE Remo PEP COY PUN CHECK CO5151DITS GENERAL RENA41014 wow cow. PAO PILE OLSION TENSION DMAMG TIRE SITE PILE LAYOUT WON W. JPT °E0®BC WJL COM SrIlE 04APR00 AS NOTED XIS NO.: 9133 941 A0. 1 AA s r 0 F r 0 Gl O C Z D F5 1 r 0 1 O IIIiI IIIP 11111 111: MEMO 1 ..M.I.R 11 HOME ■11 4111111111111 : 11i � i I • : 1 $__.: ..m. ■ .■ ■ .1 ■$... nM ...■.M: .. ... . ■ .14....1111111111 _ : wool M : :: :::: :: II .. ....... ■..... :. ■ r •u•i • MIME r:,w : : :•- :. : : 11 cti .■ : :$: ,IIIIIOPIN Mom am roll... :■ of $fill iiMMMM : :: 11. l..I..■ /■ ■ mourn ■ ■■$.=:$ ... ■■ ■ : ■:■ f : :: : . : ■.I.■ ■ :..■ M ■ ... :p1 ...:....... .. IONF r /..Ir ■ii. :: : MM : ■■ .■ .. ■■... ■1 M ■..MM.I■:. ■. M:.. 1 mmiNE../ ■. ■ ■I — l .. ■M � M: �� M NEM u Eo j- I3 I i A' N- riat ::af ■ . ■�....■ I . :..... ■■ L s r -201 ■.. I 1. 1111 ° alk Mi ■ 1 •$ •••...■$ f 1 -1. 64 =i •U �` - i :MMM ,Iuin hii i : o : :$ 1 .... ... :. : . :M.M :: : :in: $$, $Ii: : :$$$ 11191.191=9:111.1 •uu : : :: ;:$8U$:$ :? t . •: ■ I.■... .....:: : M■ :■■.. M 11 ____111 M - MM. •• M,, : :: Fl M ::t i �1' a::: rr1 M U M 11 :.■. u ....I... �' 1 ':° . 1...... II! !III a Mild :iii :i: i i $n$ ::$1111 ■.■.■U. • • ... .......11 ■ .11 ■ ••... U ........... $: : 11 I : • : ■■■.... 11.....11. III .. ■n. : : :11 :$ :$ : :: ���: :: $M• 111110 ■� ::1,:::$ .■ $:M$o$ :::in :■=tl no MORNIMIHNIIMI MININNIMUMNIN tri W U° N 0 CD c ®- tri tri 0 ® (; OE (; (iD (ip o, ( 7 ) , P t 1 SCOPE I OF WORK RE: S�1 E A2. 1 FOR AIPEA ET 1A 1 i OROUNO LEVEL FLOOR 1 PLAN 1 1 i 1 FLOOR 1 PLAN I 1 1 I I I FOR AllEA '1A* LEVEL II 1 1 ! I I I SHEET OF WORK A2.1 (TO BE 01ETERMINED) 1 I 1 1 4--- PHASE, 1 SCOPE • FUTURE PHASE 3 o C3 al C C3 iso � (c: o, FUTURE „PHASE 3� (TO BE DETERMINED) n 1 - - -- I l ! i i I j j j j - - - - -- ---- - - - - -- - - -- 1 — — ._._._.. 1 I I _ _______.___ f ._ - - - - - - - f--- • - • - • - --- •- - -•--I - • .- - - - -•- 1 - -a- - - - - i - - -- - - - - ---- -• - - - - . l 1 � ! 1 - - - - - -- __ __ - - - - - i 3417 S. 120th Place Tukwila, VVA 98188 e (") ( riED `o (. / ; Tenant Improvement: New Offices /Data Center for: LIGHTREALM -A Micron Company PHASE JOHNSON m 1/N1h�ffa rr�1 •upA 1�.1• s is .� — MIMI BY: JFT MID BP WJL ME 28APROO SCALE JOB NO: 99133 A • TYP. - re) TYP. Ge 8 8 8 / ! i I ! ,./ 2 24 • 12 -0 .! ■ # _______,,. ..s-cr v-Arr_ I I 1 I I I ! i i I i i 1 6' -C ; ---_, VERIFY -- - vair 0 Rim Ark . (alk =me :OE 112, 13 A3.1 its if& 'QV ME WOMEN el 105 I I CZ ittIMB: .- = 1111031 MIMI r 1 . • - IS Alb. W5 UP A AIR #1 101 ram 1 W5 W1 A I MEETING ROOM 1106 16 - - 4 - ? - OFFICE 1 103 I 4110 LOBBY 1100 RIO/. W3B r - et Agit 102 I FEC W FEC '2 - 1 o - WAY CLEAR- 8 W2 r - - • " MI "A-- W3 5 VERIFY OPERATIONS ( 0 1 3 I CONFERENCE - 4 - 11 - 1711 - 13 i grif 0 W7 COO 5 ..... ,--__iIt -4,1- .____ ..T e 1 . _ i I a I 11 F a 1 . 1 q., I I: I A I I I 5 I , !_________„., l- a Ark AUGN - --- WriP e FIRE RISER 1 16 ---4-i2-1-----1---- _ _ .:___ V v ____ ____ _ ___ _____ __ _ III A . , L ; , ri o ' L.1 I I °MD; I> I I 0 TO;131 OPP. • W7 WISES o I> I , +I • W6 DEDICATED SERVER ROOM k • AIL 0 ! ! ! 0 ! W7 ! ! ! ! ! I 1 ! 0 ! - - - - - ---- - - -- - - -- - --I 1 i 6 ,,,..; i CUSTOMER SERVICE I Mg t ---1- - ---- _ e ! I COLOCMON I I Ell ERVER ROOM W6 T F UP W I L - r - r r 0 0 0 IW1B 0 0 • 2 A70 0 • 0 A 008 12 VERIFY I (E) OPENING m■ L I I e ® C I & ! UNOCCUPED SPACE 0 i I! ! I I ! ! ! !!' i I I I ! I I ! I ! ! I I i ! i i ! ! ! i ! ! i CLEAR vERFY STIR II3 ii i r : I glil I F. -i T1' ; U r---H I I - - I .,________ L___, 1 LvEsnBuiE I 115 ( 41) FUTURE ! L A ( 1 PLAN - GROUND LEVEL AREA '1A') n co r- 1.1 n cc. .Lj Cc I ' cc -4 9.5 I GENERAL NOTES 1. SQ3CaLf1 A DOOR AM) FUME SIDIEDAL RE 9W 43.0 1100110 F111194 AND COLOR SCHEMA/. RE, SHEET A3_C C_ MOUNTING HEIGHT SC)41EDULE. RE, SHEET A2_3 0- WACO* TYPES. RE: SHEET A3 3 E IAA_ TYPE SCHEDULE. RE: SHUT A3. 2- ACCESS FLOOR SYSTEM IS NOT POICATED NEW FOR Q.Act RE: ACCESS FLOOR PLAN FOR ACCESS FLOOR LAYOUT NC CONOMONS. (TYP ) 3. RE SCHECOLES NC INTERIOR ELEVATIONS FOR FLOOR AND WALL RMSH CONDITIONS. 4. RE: ACCESS FLOOR PUWI FOR ALL WALL TYPES. LOCATIONS. NC CONDITIONS NOT INDICATED ON THIS PLAN (TYP.) 5. RE: ACCESS FLOOR PLAN FOR ALL DOOR TYPES. LOCATIONS. AND CONDITIONS NOT INDICATED ON THIS PLAti. (TYP.) 6. SYSTEMS FURN./CUEIICLES ARE NO" SHOWN HOW FOR CLARITY. SYSTEMS FURN./CUBKIES SHALL BE FURNISHED AND INSTALLED BY TENANT. (TYP.-U '4_0v) RE: ACCESS FLOOR PLAN 7. STRUCTURAL STRuCTUR.k DAGO¼AL DRAIN G IS NOT INDICATED FOR CLARITY. CW/ STRUCTURA, MOS. FOR LOCATION AN EXTENT. (TYP.) LEGEND (E) CONSTRUCTION TO RENAJN. (rYP,) (N) CONSTRUCTION. (TYP.) xtumnuou ONE-HOUR RRE-RATED WALL, TYP.) -C=r FEC 0 SHEET NOTES 1. (N) TS COLLMN. PAINT, AS SCHEDULED ('TYP.) CW/ STRUC DWGS. 2. UNE OF SECOND LEVEL ABOVE (SHOWN DASHED) 3. (N) EU:VATCR PIT OPENING W/ CONC. SLAB BELOW. ELEVATOR CAB AND EQUIPMENT ARE NOT INCLUDED WM-IN PHASE 1 SCOPE OF WORK. ELEVATOR SHOWN FOR REFERENCE ONLY. RE: SCOPE OF WORK, SHEET A0.0, CW/ STPUCTURAL 4. WELDED WIRE FENCE PANEL SYSTEM ABOVE ACCESS 9_00RING SYSTEM. (SHOWN DASHED) RE: ACCESS FLOOR PLAN FOR PANEL LAYOUT AND a SPECIFIC CONDITIONS. 6. (N) CONSTRUCTION ABOVE ACCESS FLOOR RENO: T O FOR INFORMATION 7. (E) FIRE RISER PIPING CW/ MECHANICAL Dw... a. MECHANICAL EQUIPMENT (TYP.) CW/ MECHANICAL DWGS. 9. CASEWORK, ABOVE ACCESS FLOOR, (SHOWN DASHED) RE: INTERIOR ELEVATIONS FOR TYPE, FINISH, ETC. (TYP.) 10. ELECTRICAL EQUIPMENT (TYP.) CW/ ELECTRICAL DRAWINGS. 11. (E) T COLUMNS TO REMAIN. PAINT AS SCHEDULED. 12. ACCESS FLOOR RAMP, AND HANDRAIL GUARDRAIL ETC. INDICATED FOR REFERENCE ONLY. (SHOWN DASHED) RE: ACCESS FLOOR PLAN. 5. STRUCTURAL GRADE BEAM ON (E) CONC. SLAB. CW/ STRUCTURAL DWGS. 13. CENTER (N) WALL 0 CENTER UNE OF COLUMN. (TYP.) 14. ALIGN F.O. (N) WALL w/ F.O. (N) WALL AS INDICATED. 15. ALIGN F.O. (N) WALL w/ EDGE OF CONC. SLAB OPENING. OR OPENING IN DECK ABOVE. CW/ STRUCTURAL DWGS. FOR (N) OPENING IN SLAB DIMENSIONS. (VERIFY IN FIELD) 16. JANITOR'S MOP SINK. CW/ PLUMBING DWGS. 17. RECEPTION COUNTER. RE: 9 AND 10/A11.0. RE: INTERIOR ELEVATIONS. 18. TEMPORARY NON-RATED WALL ASSEMBLY TO MATCH ADJACENT WALL CONSTRUCTION. (TYP.) 11 • S 19. WALL INFILL TO MATCH (E) ADJACENT WAL,. CONSTRUCTION. (TYP.) ONC. SLAB TO REMAIN, SEAL AS CH LIU-ED TYP. - U .N .0. ) F I Es E 21. (E) NON-RATED TENANT WALL TO REMAIN. (Tr'.) 23. ICE MACHINE, FURNISHED BY TENANT, INSTALLED BY CONTRACTOR. (TYP.) 24. VENDING MACHINE, FURNISHED AND INSTALLED BY TENANT. (TYP.) 25. REFRIGERATOR, FURNISHED AND INSTALLED BY TENANT. (TYP.) 26. PLAN. COUNTER OVER MELAMINE-FINISHED MODULAR BASE CABNET UNIT. RECEIVED CITY OF TUKWILA . RAC FIRE-EXTINGUISHER C.C8INET (SEMI-RECESSED) MIN. RATING: 2A -10BC (LOCATIONS AS ■NDICATED ON LAN RE. 8/A3.1 AT NON-RATED WALL (TYP.) RE: 1 1 /A3.1 AT 1-HR. FIRE -RATED WALL (TYP.) 1:N) CONSTRL 0 ABOVE ACCESS FLOOR RE: ACCESS FLOOR PLAN AREA 1A • Oi ° REVISION Nu 2- KEY 4O SCALE PLAN 22000- 012. 7674 N REGISTERED I ARCHITECT SCOTT N. FREEMAN STATE OF WASHING A A A A A �TE 3/2/00 2/25/00 3/20/00 3/25/00 4/5/00 S/5/00 4/10/00 4/11/00 4/18/00 4 /26/00 4/20/00 REVS ED PER C PLAN CHECK COOKIENTS GDIERAL REVISIONS GEN ERAi. REVISIONS GENERAL REVISIONS ErERIOR CONC. P40/ PILE DESIGN REVISION REVISIONS PER T4A.N1S REQUEST REVISIONS PER MNT'S REQUUT ucwnK, mcurtry, cow *Evtstons REVISIONS PER TENANT'S RECK3E57 REVISIONS PIER TENANT'S REQUEST GENERAL REVISIONS FLOOR PLAN - GROUND LEVEL AREA 'IA' SHEET NO.: A2.1 41 r -m 78- 10E, €2 `� mom» r. F N. mt.P1• r s law s a�s•� s���s EINEM MEN MINI MIN (E) �.F. Y nM � i -- 'SW. -. �• 'ii'ilLitiiS.Yi�i� "S TJi�i - - -a cJiiiiiltiaer...'ltt T "r 'i=iiii=lJ. hail -.&- -- -JS ■ � ■ i • • • �u n ■■■■ 111111111111MMIR 11111M1 ■ I� �■■ ■ ■■ ■■ ■■■n ■ ■■ ■■nn■I�■■■ n MEIIMINNEEMI a1 ■■� ■n■■ ■ ■ ■ ■■ ■ ■■■■ ■■■A■ 1 t& J I I 1 M I iE ! 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OMMEMIMEEIHENNEMINEMMEM MINIM MOSENNEEMEMENEENNIIIMMI ONEME1 1.1.1.1111111 111=1 111111M M I NISE MINIMMIR NINI MINIMENEN E.s e C F.9 F.8 VEm 1 ACCESS FLOOR PLAN - GROUND LEVEL (AREA '1A') ACCESS = i' 0" . Q • • It _C • GENERAL NOTES ACCESS no iNsIA LER sw.L. common AROp+rtECT. Tie ESC LAYOUT OF NE ACCESS FLOORING SVSTEIN P41+-QR To INSULATION OF SYSTLw (TYP.) 2 RE: ROOM FINISH SCHEME Fat SCHEDULED ACCESS FLOORwG rani SVSTEYL (TYP -) 3 RE FLOOR RN. FOR ALL N AL_ TYPES, 'wareV5. AKE, copomo f6 NOT R4CATED ON Toi S RAN. (YYP. D 4 RE. F'..00R RM FOR ALL DOOR TYPES. LOCATms. ANO coNDIT10ws NoT INDICATED ON THIS PLAN. (TYP.) 5- SYSTEMS F PPP_ /CUBICLES ARE IND•CATED FOR REUE ENCE ONLY. SYSTEMS TURN /CUBICLES SMALL RE FUR ? € or_' INSTALLED BY TENANT. (TYP - U.N_0.) I LEGEND 1 2 ACCESS FLOORING SYSTEM TATE 'CONCORE 125C' (1.250 PSF) DESIGN ! / HPL FNSH. (TYP.- U.N.O.) 24 - .24' ACCESS FLOORING SYSTEM 'ATE 'CONCOPE 1250' (1.250 PSF) OESIG1v w/ PO5ITILE CARPET TILE FINISH. (TYP - U.N.O.) 24 ".24 ACCESS FLOORING SYr EM TATE 'CDNCORE 1250' (1,2F PSF) DESIGN w/ NON -SL RUBBER SiJ FINISH (TYP. C RAMPS) 101' -0" ACCESS FLOOR FINIS-. ELEVATION T. O.FLOOR (1YP.) C SHEET NOTES 1. CASEWORK, AS SCHEDULED (ABOVE ACCESS FLOORING SYSTEM - TYP.) RE: INTERIC? ELEVATIONS FOR TYPE. FINISH. ETC. (TYR.) 2. SYSTEMS FLRNITURE /CUBICLE. FURNISHED AND INSTALLED BY TENANT (TYP.- U.N.O.) 3. ANOD`•ZED ALUMINUM GRILLE PARTITION ASSEMBLY (ABOVE ACCESS FLOORING SYSTEM - TYP.) RE INTERIOR ELEVATIONS FOR ACTUAL GRILLE DIMENSIONS (TYP.) EX PIRE D r 1°1 0C1 0 1 2003 NaR L v Ho cp, o 0 0 NO SCALE • CONSULTMT J Vi N m ND. ONE IBMIS MANG 1111E ACCESS FLOOR PLAN - GROUND LEVEL OWN !ft JPT °E O et WJL 2SJAN00 SCM 1/8" = 99133 .108 ND A2.1F • DOOR SCHEDULE NO. �� OOR WI DOOR FfW1IE Mi�D1A111iE vw .s I - REMARKS LT/�.S 99133 ♦ • SWAM. ,wriwv I iti ws 7•11131tiw i 7i - Ik 9$T al .. IMICOM NY MOLL R • ACM= OW MO • wwsm or MON • ac � GOOD max • • w REMARKS GAWK/ LEVEL 1 00 LOBHt 9_ B - - - - - NI M1 w1 w1 4 t00A 3'- 6'x8' -0 C Al F 1 3/4" 6 AL F - • • - • 8 9 9 1 0 Al2.0 F3 F2 11708 3'- 6"x8' -0" A SC S 1 3/4" 1 2 HM P - • - 2C • 1 1 2 - Al20 100C 3'- 6"x8' -0" A SC ST 1 3/4' 12 HW P - • - 20 • 1 ! 2 - .4120 101A '029 1 W, P 104A ExIST64G 3 "- 0'x8' - ^" 3'- 0 -0' FaaooeIorla Lip,a 8 8 DMZ M ICEITIR M I - - - dap -1-I- a[ [n JL - - v: _ - - ~^ •I4F4 I•'•[ .1)D • • - - - - `r gggg WI • - - - - - 1 09 13/4" 1 3 1 3/4' I 1 HM HM • _ 2 1 - Al2_C I ;II t 1 C1 _ • 111 STORAGE COLLOCATION ' i ! - A l2.0 VARIES 105A 106.4 1078 '088 3'- O "x8' -0" 1 ' /4" 1 HM - - 1 I .4140 3'- 0'x7' -0" 3'- 0'x7'- 3'- 6 - x7' -0" 1 3/4' 1 VARIES f _ Y - `^ 1 1 1 - Al2.0 - - - y HM C6 N/A 114 1 3/4 2 NV 1 1 1 - Al2.3 112 W2 W2 W2 I C6 N/A 115 1 3/4' 5 AL 11 11 11 - .4123 W2 108C 3'- 6'x7' -0' W2 C6 SC ST 1 3/4" 1 HM P - • - - • 1 1 1 - Al2 0 110A 3'- 0 - x8' -0" A SC ST 1 3/4' 1 HM P - • - 20 - 1 1 1 - A,20 111A 3' -6' x7'-0" C AL F 1 3/4' 4 AL F - • - - • 1? 11 1 i - Al2.0 ROOM FINISH NOTES: ' 1 118 4'- 0 "x7 -0" D AL F 2' - AL F - - - - - - 20 - - Al2.1 111C 3' - 6"x7' -0' D AL F 2" - AL F - - - - - - 20 - - Al2.1 1110 EXISTING - - - - - - - - - - - - - - - - - DOOR HAPD*ARE TO BE REMOVED 114A PR 3'- 0 "x7' -0" A HM P 1 3/4" 1 HM P - • - - • 1 1 1 - Al2.0 115A EXISTING - - - - - - - - - - - _ - - - - 1158 EXISTING - - - - - - - - - - _ _ - - - - - 116A 3' -0 A HM P 1 3/4' 1 HM P - • 6 6 6 7 Al20 117A 3'- 0 - x7 -0" A SC ST 1 3/4" 2 HM P - • 2p - 1 1 1 - Al ^ DOOR SCHEDULE NOTES: \ 1. DOOR HARDWARE GROUPS SHALL BE ASSEMBLED AND SUBMITTED TO ARCHITECT FOR REVEW AND APPROVAL. 2. SUBMITTED HARDWARE GROUPS SHALL INCLUDE THE FUNCTIONS SCHEDJL ED ABOVE, AND SHALL COMPLY WITH ACCESSIBILITY STANDARS (AT MIN A.DA., ANSI, CABO. U.S.C.' AS APPLICABLE. 3. DOORS NOTED TO INCLUDE ELECTRICAL SHALL INCLUDE PREPARATIONS AS REQUIRED IN FRAMES AND DOORS. C:INTRACTOR SHALL INSTALL CONDUI" AND J- BOXES, ETC. AS NECESSARY FOR ELECTRIC STRIKE AND CARD READER W/ SECURITY MONITORING AS REQUIRE : BY OWNER. RE: ELECTRICAL DWGS. 4. HARDWARE AT LABELED DOORS SHALL COMPLY WITH REQUIREMENTS OF " TESTED ASSEMBLY RATING INDICATED 5. 45 MN. LIBELED DOORS ARE SPECIFIED TO MAINTAIN 1 -HR ENCLOSURE OF COMPUTER AREA PER NFPA RECOMMENDATIONS, AND ARE NOT SO LABELED DUE TO ENFORCED CODE REQ:i1REMENTS. 6. ALL GLAZING IN RATED DOOR ASSEMBLIES SHALL BE 1/4" LABELED WIRE GLASS (45 MIN. RATED). ROOM FINISH AND COLOR SCHEDULE NO. ROOM NMIE t M WAPISCOT vw .s I - REMARKS igi§ 99133 i iti 7•11131tiw i FEST LEVEL - Ik 1 00 LOBHt 9_ B - - - - - NI M1 w1 w1 4 VARIES 101 S'A• - - - - - W2 w2 W2 W2 C6 +117-0" 102 HALLWAY 81 81 F3 F2 - - - *1 2 wt w2 w1 w2 w1 w2 _ C1i C1 +110-0103 +110'-0 - ELEVATOR EUIPMENT 104 � MEN 82 B2 F7 F7 W4 W4 - +4'-0 +4' -0' - C3 +109-0 WOMEN C3 + 109 -0 106 _ MEETING ROOM B1 F9 C 107 OPERATIONS N.O.C_ B1 81 F2 F1 - - - - C 1 + 1 1 0 -0 108 1 09 CUSTOMER SERVICE 81 F1 F8 Fl - - - - - _ ;II I ;II v I; C1 +110-0 111 STORAGE COLLOCATION BI B 1 C3 VARIES 112 DEDICATION 81 F 1 - - - - - ' C3 VARIES 113 STAIR B1 F4 - - - - - C6 N/A 114 MECH. / ELEC. B1 F8 - - - - - 112 W2 W2 W2 I C6 N/A 115 VESTIBULE B1 F8 - - - - - W2 *2 W2 W2 C6 N/A 116 FIRE RISER B1 F8 - - - - - W2 W2 W2 W2 C6 N/A 117 CONFERENCE B1 F9 *1 w1 w1 W 1 - C 2 c 4 VARIES -- ROOM FINISH NOTES: ' 1. RESTORE ALL SURFACES DAMAGED DURING CONSTRUCTION OR ADJACENT TO EXISTING CONSTRUCTION TO LIKE CONDITION PER BLDG. OWNER'S REQUIREMENTS. DRWI8I JFT/LS °calm WJL M ?5 VOO xnE AS NOTED JOB ND.: 99133 F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 ROOM FINISH MATERIALS LEGEND t" - - ' HPL RAISED 'LOORPaG. TATE CONOORE SC OR PROVED EOJA_ xl FORTED AS R TTERN Salmi BE SELEcTED BT AWCHNEDT FF!)0N FULL RANGE AB BELON S SPECIFIED. INSTALLED ]RING (TATE x PROVED EQL.AL; +L osmLE' sHAu How snme CONTROL TECHNOLOGY 'F / PATTERN AS SELECTEr FIRM mnWs FULL RANGE. 20X20 TUFTED TEXTURED LOOP VINYL BACKED ANTI- STATIC CARPET TILE. INTERFACE OR APPROVED EQUAL. COLOR /PATTERN SELECTED FROM FULL RANGE. INSTALLED PER MFR RECOMMENDATIONS_ CARPET - DRECT GLUE - DOWN: 26 oz LEVEL _OOP OLEFIN w/ UNITARY BACKING - AUJEW1 'FILIGREE AS APPROvr BY BUILDING OWNER. SHEET OWL MANNMIGTON COMMERCIAL 'FINE FEUDS' OR APPROVED EQUAL.. COLOR SELECTED FROM FULL RANGE. 12" x 1 THINSET UNGLAZED CERAMIC FLOOR TILE TO MATCH EXISTING TILE 0 BUILDING LOBBY. 12' x 12' THINSET UNGLAZED CERAMIC FLOOR TILE TO MATCH EXISTING TILE 0 BUILDING EXISTING RESTROOMS. NONE: EXISTING CONC. SLAB EXPOSED. CUT PILE CARPETING: DIRECT GLUE DOWN. ESD TILE. 12' X 12' C1 r x r SUSPENDED MODuSTIGlm TI cELING SYSTEM ARmSTAONG Sn' WHITE eir GOND r/ 'CORTEGrI' r PN STD EDGE OR APPROYEL E0.IA` TO MA!EM EXIST_ CEII0026. C5 2' x 2' ARMSTRONG 'PRELUDE XL 360" PANTED }r GRID COLOR AS SELECTED BY ARCHITECT FROM MFR'S FULL R*i GE GYPSUM BD ►.t ORANGE PEEL TEXTURE PAINTED EGGSHELL COLOR AS SELECTED BY ARCHITECT FROM %■.- RANGE GYPSW BD FINE ORANGE PEEL TEXTURE PMATED SEMI-GLOSS. C3 COLOR AS SELECTED BY ARCHITECT rR'OI/ 1;A,L RAAGE 2 X 7' SUSPENDED ACOUSTICAL CEIL/C TILE SYSTEM: ARMSTRONG 9/' 6" SUPRAFINE GRID w/ 'CIRRUS' CA TEG.JLIIR EDGE TILES. CETUNG TO BE PAINTED AS INDICATED ON DRAWINGS. COLOR TO BE SELECTED BY ARCKTECT FROM FULL RANGE. C6 EXPOSED STRUCTURE ABOVE. B1 82 133 84 wt W2 W3 W4 W5 W6 W7 4" TOPSET RuBBER BAST v0 COME_ COLOR TO BE SELECTED 0 ARG»ETECT MOM FULL RANGE 4' A 4 1/A CERAMIC 11EE COVED MASE- COLOR i PAT1DBI AS SELECTED FROM MEWS -- l I MICE 6' COWED SOW VINYL FLOORING AS SPECS'ED- WOOD BASE WEGRL 0, 11A0ASCOtTMIG GYPSUM 8D: FINE ORANGE PEEL TEXTURE PAINTED EGGSHELL COLOR AS SELECTED BY ARCHITECT FROM FULL RANGE. GYPSUM 80: FINE ORANGE PEEL TEXTURE PAINTED SEIa- GLCSS_ COLOR AS SELECTED BY ARCHITECT FROM FULL RANGE PLASTIC LAMINATE w/ METAL EDGE_ COLOR AS SELECTED B^' ARCHITECT FROM FULL RANGE. 4 >�" x A 4 GLAZED CUSHCHED EDGE CERAMIC WALL TILE THINSET. FLORD4 TALE' OR APPROVED EQUAL COLOR / PATTERN AS SELECTED BY ARCHITECT FROM MFR'S FULL RANGE. WOOD PANELP4G: SPECIES /COLOR AS SELECTED AND NOTED ON DRAWINGS. EXISTING 'ZOLATONE' FINISH ON EXISTING GYPSUM WALL BOARD. M.R. GYPSUM BD: FINE ORANGE PEEL TEXTURE PAINTED SEMI- GLOSS. COLOR AS SELELILU. 6 • 12 H.M. FRAME (TYP.) C ALUM. FRAME (TYP.) RE: DOOR SCHEDULE, THIS SHEET, FOR DOOR TYPE AND SIZE (Ti?.) 0 ALUM. FRAME (TYP.) .3' -6" WON t©� ® ALUM. FRAME (TYP.) 10 ALUM. FRAME (TYP.) RE: DOOR SCHEDULE, - y, THIS SHEET, FOR 1 R � DOOR (TIP.) AND �{ � TYPE • I • 1' -6 3/4T 0 ALUM. FRAME (TYP.) C O ALUM. FRAME (TYP.) D SINGLE RE: DOOR SCHEDULE, RE: DOOR SCHEDULE THIS SHEET, FOR THIS SHEET, FOR DOOR TYPE AND DOOR TYPE AND SIZE (TYP.) SIZE (TYP.) 2" C SINGLE CC DOUBLE O H.M. FRAME (TYP.) ® H.M. FRAME (TYP.) B SINGLL BB DOUBLE 1 DOOR TYPES 1 /4" : 1'-D' A SINGLE M DOUBLE RE: DOOR SCHEDULE. THIS SHEET, FOR DOOR TYPE AND SIZE (TYP.) 0 ® H.M. FRAME (TYP.) 0 H.M. FRAME (TYP.) O H.M. FRAME (Ti?.) FINISH FLOOR OT - TEMPERED • RE: DOOR SCHEDULE. THIS SHEET, FOR DOOR TYPE AND SIZE (TYP.) S ookf . ° Qic\ 0 1 . 0 0 FINISH FLOOR 4 $ Z wiF■ipow SCHEDULE / FRAME TYPES b:o -aa� N0 . DOE 3/x/00 COY NEWSOM WAN � W COMMENTS SCHEDULES A3 .0 Ot11M11 LT" LLS/JPT °E0®6 WJL Da: 2SJANO0 sDVL AS NOTED MIN0" 99132 a I W81 IW IW8B1 I -HR. FIRE RATED WALL AS SHOWN. U.L. DESIGN: U465 1 -HR. FIRE RATED WALL AS SHOWN W/O INSULATION. U.L. DESIGN: U465 1 -HR. ARE RATED WALL AS SHOWN W/ 6" STUD (TYP.) U.L. DESIGN: U465 WON RETARDER (TYP_) 3 1/2' a 20 GA. METAL STUDS • 16 0.C. (TYP_ -uJN -0 ) Sa:IA10 A* TE*J*ION 1 !2" • 1 STUD/ 6' • r 'STUD; .1) LAVER _QF 5/e' GYP. OD_ • MOOR OW) YIN. TO DECK O CEILING (1W ) WALL DECK T ( T M) NON -RATED WALL AS SHOWN. NON -RATED WALL AS SHOWN w/0 INSULATION. NON - RATED WALL AS SHOWN w/ 6" STUD (TYP.) 14 1/2" FURRI NG (4. TS COLUMN 1 = 1' FURRING AS SCHEDULED RE: FLOOR PLAN AND WALL TYPE SCHEDULED 5/8" GYP. BD. (TYP.) CORNER BEAD (TYP ) (E) ALUM. � STOREFRONT SILL, BELOW - WALL AS SCHEDULED. RE: FLOOR PLAN (N) TS COLUMN. CW /STRUCTURAL CORNER BEAD (TYP.) NON -RATED FURRING AS SHOWN. 4 4 4 4" I W5 y aa tt I j 1181 %111F • FLOOR (TYP.) :rte' ff AU J soli I WALL AS SCHEDULED RE: FLOOR PLAN GYP BD AT TOP, BOT & SIDES, OF RECESS 1 5/8" RUNNER AT TOP & BOT 1 5/8' STUDS AT EA. SIDE & AT 16 O.C. MAX. — RECESSED OR SEMI- RECESSED EQUIPMENT VERIFY ROUGH OPENING SIZE WITH EQUIPMENT MANUFACTURER WALL, AS SCHEDULED SEE PLAN FOR TYPE. TOPSET BASE FASTEN SILL TRACK TO ACCESS FLOOR TILE PER MANUF.'S REQUIREMENTS ACCESS FLOOR PEDESTAL 00 M70ac. IPA/ PANEL. AMR GAP 3-1/2' . 20 GA METAL SKIDS S 24" O.G (TV. 01,77 INSULAJION (R-13) VAPOR RETARDER (TV.) (1) LAVER OF S/e" GYP. 80- (TYR) WALL TO DECK • CEJUNG NON -RATED FURRING AS SHOWN. 100' -0" F.F — 99' -6" — T.6. — SUIT W4 • 1 W4A • GENERAL NOTES: NON -RATED CHASE WALL AS SHOWN. NON-RATED SHOOWNN W/0 �NSU 1. ALL RATED SYSTEMS MUST BE COMPLETE SYSTEMS. TERMINATE RATED WALLS AT UNDERSIDE OF ROOF DECK. (TYP.- U.N.O.) 2. ALL GYPSUM BOARD TO BE FIRE TAPED & SEALED UNLESS OTHERWISE NOTED. 3. SEAL THE PERIMETER OF ALL WALL SYSTEMS WITH A NON - HARDENING SEALANT. SURFACES TO BE CLEAN & DUST FREE. 4. USE FIRE RESLSTNE GYPSUM BOARD IN ALL WALL SYSTEMS. (TYP- - U.N.O.) 5. 1 HR, 2HR, 4HR = 1, 2, 4 HOUR RATED SYSTEM, N.R. = NON RATED SYSTEM. N/C = NON COMBU5T18LE. 6. PROVIDE WATER RESISTANT GYPSUM BOARD AT AREAS EXPOSED TO MOISTURE. PLAN WALL. AS SCHEDULED RE: FLOOR PLAN GYP. BD. AT TOP. BOT, SIDES, & BACK OF RECESS ./ VERIFY ROUGH OPENING SIZE W/ EQUIPMENT MANUFACTURER .4 i -- RECESSED OR SEMI- RECESSED EQUIPMENT 1 1 R ® 1-HR. WALL (TYP.) 8 1,3Egss @ N.R. WALL (1YP.) WALL BEAM 5 3'= 2 1/2" X 18 GA. DIAGONAL BRACING • 4' -0" O.C. FASTENED TO STRUCTURE ABOVE. ALTERNATE DIRECTION EVERY OTHER BRACE - ER SEISMIC CODE) 2 1/2" X 18 GA. METAL STUDS • 4' -0" O.C. (STIFFENER) E:WALL TYPES FOR DIMENSIONS fIE:WAU. TYPES FOR DIMENSIONS BD. CEIUNG S (rYP • I COUSTICAL SOUND ATTENUATION BATT INSULATION (TYP.) 1 5 F UR R ING @ (E) CONC. WALL , 2 WALL ® A.F. SYSTEM (1YP.) C-IAS E WALL @ CEIUNG 9 1 1/2 = – 0" WALL FINISH. AS SCHEDULED. RE: ROOM FINISH SCHEDULE I W3 SOUND ATTENUATION BATT INSULATION (TYP.) CONTINUOUS ACOUSTICAL SEALANT (1W.) FLOOR FINISH, AS SCHEDULED. ( RE: ROOM FINISH SCHEDULE, 11 SHEET A3.1 5A /$3T2E' DIA. POWDER DRIVEN W/ 1 N1/4" 4" EMBED O.C. MAX (E) CONC. SLAB (1W.) 1 QCHASE WALL (E) SLAB 1 1/2" - NON -RATED PLUMBING WALL. CHASE AS SHOWN. (E) CONC. WALL PANEL STEEL BEAM CW/ STRUCTURAL DWGS. SUP TRACK DO NOT FASTEN GYP. BD. TO SLIP TRACK (TYP.) FURRING AS SCHEDULED RE: FLOOR PLAN AND WALL SCHEDULE OFFSET, AS SCHEDU 1/2" MIN. OVERLAP ? POSED DECK 1/2" MIN. OVERLAP C EXPOSED DECK T !'.) INSULATION WHERE OCCURS, RE: WALL TYPES SYSTEM NO.: HW -D -0020 I W 2 [W2AJ MC 3 1/2' a 20 GA METAL STUDS • 16' 0.C- (TYP.— u.111.0) SuND /2 ATTDAJAflON I r / • 6' STLO) gi 5/e' S,11P. BD_ MALL TO UNDERSIDE Or TUNNEL CCNSTRUCTCN • FLOOR (TYP.) WILL TO DECK (TYP.) 1 -HR. FIRE RATED WALL AS SHOWN U.L DESIGN: U465 1 -HR. FIRE RATED WALL AS SHOWN W/O INSULATION. U.L DESIGN: U465 1 -HR. FIRE RATE WALL. AS SHOWN W/ 6 STUD. U.L DESIGN: U465 ( #)- EXTENT OF WALL_ LEGEND 48 = t INDICATES HEIGHT OF WALL, (INCHES ABOVE FINISH FLOOR) A = GYP. BD. TO 6' ABOVE ADJACENT CEIUNG. (STUD /INSULATION TO UNDERSIDE OF METAL DECK. (TYP.- U.N.O.) B = STUD AND GYP. BD. TO UNDERSIDE OF CEILING C = STUD AND GYP. BD. TO 6" ABOVE ADJACENT CEILING. 0 = STUD AND GYP. BD. TO UNDERSIDE OF METAL DECK. (TYP.- U.N.O.) c a REQUIREMENT MFR. SUP TRACK (N) CONC. OVER METAL DECKING. CW/ STRUCTURAL. (rep.) SPRAY - APPLIED FILL MATERIAL (TYR.) ARE SAFING DO NOT FASTEN GYP. BD. TO SUP TRACK. (TYP.) 1 -HR. FIRE -RATED WALL AS SCHEDULED, RE: FLOOR PLANS (N) CONC. OVER METAL DECKING. CW/ STRUCTURAL ( MAT E) ALL FIRE SAFlNG DO NOT FASTEN GYP. BD. TO SUP TRACK. (TYP.) 1 - HR. FIRE -RATED WALL AS SCHEDULED, RE: FLOOR PLANS NOTCH STUDS AT PLATES NOTE: COORDINATE LOCATIONS W/ WALL MOUNTED ITEMS. 4 16 GA. STEEL PLATE TO UNDERSIDE OF ADJACENT FLUTE AS REQUIRED W- 1 t i ■y 1 .09....TYPE - SCHEDULE Z BACKING PLATE (TYP.) WALL, AS SCHEDULED RE: FLOOR PLANS SYSTEM 3 = 1 NO.: HW -D - 0029 (� 1 WALL ® (N) DECK 3 N•R. WALL @ (E) DECK 0" ANCHOR, MFR. REQUIREMENT. SUP TRACK 44.- Wes, AS SCHEDULED I RE: FLOOR PLANS ATTDAOLTION 1 'rUD/ row,ULAY101. 6' STUD) 3 1/Y a 2C GA, METAL SILOS • '6' O.0 (TYP VJI..O -) iti MR OF sir c1IP_ BD • F.M I (TYP.) • ACCESS FLOOR (TYP.) WALL > (1W.) WALL i1B CEILING WALL TO NECK (iv!'.) NON - RATED WALL AS SHOWN. NON - RATED WALL AS SHOWN W/0 INSULATION. NON -RATED WALL., AS SHOWN W/ F STUD. DRILL AND TAP PLATE FOR FASTENERS WHERE REQUIRED PROVIDE SHIM OR METAL SPACERS THROUGH GYP. BD. FOR DIRECT BEARING ON BACKING I PLATE 16 GA. STUDS 12 GA. X 4" STL PLATE - WELD TO STUDS REQUIREMENT. MFR. SUP TRACK (II) CONC. OVER METAL DECKING. CW,' STRUCTURAL (1'.) • ttn DO NOT TASTEN GYP. BD. TO SUP TRACK. (11P.) XPIRED 0CT 0 1 2003 BASE, AS SCHEDULED 5/32" DLA. DRIVEN FASTENER • 16" 0.C. (MAX.) w/ 1 1/4' EMBED FINISH AS SCHEDULED. RE: ROOM FINISH SCHEDULE. TOP OF SLAB 7 1 -H R WALL @ (N) DECK 4 W ,, BAS (1YP.) `�° ° Z C ti Q 0 V 0 u NO. 00E MIPS DRUM TME. WALL TYPE SCHEDULE / DETAILS HET NO.: A3. MAN 9r JP . GEED WJL DIE 25. ANOO SCAE 1 /8' = I' -O JOB ND.: 99133 0 6 8 D - - - - -' - ase I- ,..- =IRE R! R • IXP. T . STRUCTURE ®CD DZ 0 D.8 D.7 D.a E E1 800 0 LEGEND 8 10 o 1 I I I 1 I 1 I 1 1 1 1 1 I I 1 i i j • 1 j i j 1 1 1 i 1 1 1 1 / I 1 • �. _ r� ".:75 =.1 �. +�14..4V ,,--- .X. ans. w.ilr3..� � J1L1.3= s =al. amsamRifllR• .zi6tilr�SS7.l�a SS�sz._�T �.Cr -asne 3�J'f ii'aSl� amr-a- s�TC.a T, i ■■ 4' x 4' 'UNISTRUT' GRID RE: SUSPENDED GRID FRAMING PLAN uNocaimp i SPICE EXISTING 2'x2' SUSPENDED CEILING SYSTEM AND LIGHTS (SHOWN SCREENED) 2'x2' OR 2'x4' (w/ FALSE GRID) AS SCHEDULED. SUSPENDED ACOUSTICAL TILE CEIUNG SYSTEM RE: ROOM FINISH SCHEDULE 2'x4' SUSPENDED ACOUSTICAL TILE CEIUNG SYSTEM RE: ROOM FINISH SCHEDULE SUSPENDED GYPSUM BOARD CEIUNG SYSTEM RE: ROOM FINISH SCHEDULE 0 FLOOR MOUNTED RETURN AIR GRILLE EXIT LIGHT CW/ MECHANICAL DWGS. CW/ ELECTRICAL DWGS. CEILING MOUNTED EXIT UGHT CW/ ELECTRICAL DWGS. CEILING FINISH COLOR, RE: COLOR SCHEDULE SUPPLY AIR GRILLE CW/ MECHANICAL DWGS. EXHAUST GRILLE CW/ MECHANICAL DWGS. 2 X 4 FLUORESCENT UGHT FIXTURE CW/ ELECTRICAL DWGS. 2 X 2 FLUORESCENT UGHT FIXTURE CW/ ELECTRICAL DWGS. 0 RECESSED UGHT FIXTURE CW/ ELECTRICAL DWGS. CEILING ■ ISM so JU■■■ !L B IMMUNE ■E � ' , 4■iiI■•■ �■Im11111r ( "MIMEO 1111;070[71 • ;070 c1 ■■11!! Il: MI ■ ■M■ IN ■■f1.,�■■ '�p":%� P ■ ■ ■II■ ■■ i ■ii Q ■ ■III ■■■ ■�c�>> ■■■ ■■■ imminniirzeirm • S /Ntit�' MOMINMERIII �E� TO Imine'•:7Rtif•Ittti STRU RE MEMMEMERNMENMEMMEI IIIII1III!1IIII!IIIt �111�if� ��■liu I "� u �II ■III ■I� @� ■Irll ■f I i Emommingui i ! i i FiiIEI ggimminEllumusignarni I 11 II 11111110111111111111 1 L.... =.. r. - -..- .. maw -. mew= ..m.. 109' - 0" f? �7�17 P n�i�s�i�e���"u113i< ■V ■a19 � I NM I I � I I I 111111111111111MILI 1 REFLECTED CEIUNG PLAN - GROUND LEVEL AREA '1A) v v CEIUNG- MOUNTED TRACK LIGHTS, c A CW/ ELECTRICAL DWGS. FLUORESCENT LIGHT FIXTURE CW/ ELECTRICAL DWGS. REFERENCED CEIUNG ELEVATION 110' -0" (REF. SECOND LEVEL ELEV - 100' - + 10' -0 "AFF CEIUNG HEIGHT (ABOVE FINISH FLOOR EXHAUST FAN CW/ MECHANICAL DWGS. • 1 . 12 GA (IAN) HANGER MRES WY BE USED FOR UP TO AND INCLUDING 4'- 0' :4' -L' GRID SPACING ALONG KAN RUNNERS. SPLICES WILL NOT BE PERMITTED N ANY HANGAR WIRES. 2. PROVIDE 12 GA HANGAR WIRES AT THE ENDS OF ALL MANN ANC CROSS RUNNERS WITHIN 8" FROM THE SUPPORT OR WTTHIN ' /4 OF THE LENGTH OF THE END TO, WHICHEVER IS LEAST. FOR THE PERIMETER Of THE GEEING APFA 3. PROVIDE TRAPEZE OR OTHER. SUPPLEMENTARY SUPPORT (EMBERS AT OBSTRUCTION TO MAIN HANGAR SPACING. PROVIDE ADDITIONAL HANGERS. STRUTS OR BRACES AS REQUIRED AT ALL CEIUNG BREAKS. SOHTITS, AND DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT OF PLUMB ARE TO HAVE COUNTER - SLOPING WIRES. .4. CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENT WALLS. GEEING GRID MEMBERS SHOULD BE AT Lc AST 1/2" FREE OF OTHER WALLS. IF WALLS RUN DIAGONALLY ' J CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND .ROSS RUNNERS SHOULD BE FREE AND A MINIMUM OF 1/2' :.&EAR OF WALL 5. AT THE PERIMETER OF THE CEIUNG AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING- A METAL STRUT OR A 16 GA WIRE WITH A POSITIVE MECHANICAL CONNE:.TNON TO THE RUNNER MAY BE USED. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS 12" OR LESS, THIS INTERLOCK IS NOT REQUIRED. 6. PROVIDE SETS OF FOUR 12 GA. SPLAYED BRACING WIRES ORIENTED 9C DEGREES FROM EACH OTHER AT NOT MOPE THAN 12' BY 17 ON CENTER. 7. PROVIDE BRACING WIRES AT LOCATIONS NOT MORE THAN 1/2 OF THE SPACINGS GNEN ABOVE FROM EACH PERIMETER WAL: AND AT THE EDGE OF VERTICAL CEIUNG OFFSETS. 8 THE SLOPE OF THESE WIRES S'iOULD NOT EXCEED 45 DEGREES FROM THE PLAN OF THE CEIL•NG AND SHOULD BE TAUT WITHOUT CAUSING THE CEILING TO Ur. SPLICES IN BRACING WIRES ARE NOT TO BE PERMITTED. 9. FASTEN HANGER WIRES NTH- NCT LESS THAN 3 TIGHT TURNS. FASTEN BRACING WIRES WITH 4 TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1 1/2". HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTAL I Fn IN SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE FORCES ACTION ON THE WIRE. 10. SEPARATE ALL0EIUNG HANGING AND BRACING WIRES AT LEAST 6" FROM ALL UNBRACEC DUCTS, PIPES, CONDUIT, ECT. T IS ACCEPTABLE TO ATTACH UGHTWEIGHT ITEMS, SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 3/4" NOMINAL DA.. TO HANGER WIRES. 11. GENERAL NOTES I. COORDINATE emu CONMICILOII WIN P M PLAN DwIIIMIGS (1W. ) 2- A&L CEUGNG noes WY NOT BE MOLTED OR PLAN CV/ 1EC11MK'At.. ELECTRICAL FUMING DINGS. FOR ADO OVAL liQgM71OW 3. FOR TYPICAL :AVOW OF COMIC RENS AT CRAIG GRID RE: 2/Al22 (TYP.) 4. INSTALL. SUSPENDED CELNG SYS1EMeS N C01<PLMMCE WI h 1997 UBC -. TABLE 25-A. RE 3 AND 4/Al22. FOR ADOn1pNMl INFORMATION 5. RE SUSPENDED GRID FRAMING PLAN AID 5/Al22 FOR SEISMIC BRACING Cr SUSPENDED ALUMINUM GRP OVP) SUSPENDED CEILING NOTES: ATTACH ALL LIGHT FIXTURES TO THE CEIUNG GRID RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. 12. SUPPLEMENTAL HANGERS ARE NOT REQUIRED TO SUPPORT FIXTURES AND AIR TERMINALS IF A 48" MODULAR HANGER PATTERN IS FOLLOWED. WHEN CROSS RUNNERS ARE USED WITHOUT SUPPLEMENTAL HANGERS TO SUPPORT UGHT FIXTURES, THE CROSS RUNNERS SHALL SUPPORT THE SAME CAPACITY AS THE MAIN RUNNERS. 13 SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICH SURROUND THE CEIUNG RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE ABOVE BY A 12 GA. WIRE. SPRING CUPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE ACCEPTABLE. 14. PROVIDE ADDITIONAL SUPPORTS WHEN UGHT FIXTURES ARE 8' OR LONGER. 15 CLASSIFICATION OF CEIUNG GRID IS "HEAVY DUTY. 16. ANCHORS FOR WALL ANGLES: A. AT METAL STUD WALL 1 1/8" TYPE '5" BUGLE HEAD DRYWALL. SCREW • 16" O.C. ® SHEET NOTES 1. SUSPENDED ANODIZED ALUMINUM GRID SYSTEM (TYP.) RE: SUSPENDED GRID FRAMING PLAN 2. F.O. GYP. BD. SUBCEIUNG ASSEMBLY ABOVE, ALUM. GRID PAINT EXPOSED SURFACES ABOVE SUSPENDED ALUM GRID. SYSTEM (GYP. BD., DUCT WORK, ETC.) AS SCHEDULED. (TYP.) RE: ROOM FINISH SCHEDULE 3. ANODIZED ALUMINUM GRILLE PARTITION, BELOW (TYP.) RE: ACCESS FLOOR PLAN 4. (E) COLUMN TO REMAIN (TYP.) 5. OPEN TO (E) STRUCTURE, ABOVE. (TYP.) 6. SERVER AREA ENVIRONMENTAL CONTROL ENVELOPE. RE: FLOOR PLANS AND WALL TYPE SCHEDULE AND 16, 17 do 21/Al2.2 FOR TYPICAL DETAILS. 7. NO CEILING. EXPOSED TO STRUCTURE, ABOVE. (TYP.) 8. UNE OF SECOND LEVEL, ABOVE. (TYP.) 9. (E) SMOKE VENTS, ABOVE. e )(1)1Rti OCS p1"° NO SCALE 4 crL ?_ PLfUV a) icu N m NO. DIE IBMS R CEIUNG PLAN - GROUND LEVEL 'EEIN3 A5.1 MUM er JPT °cD®e WJL ENE 25i NON SCAL 1/8" = 1' -0" rem:. 99133 a �.:rs'iiY - T -. .:i rm. -a- r 'iFJi'i.'SS"ii -.ins- -air J D.7 sa.. rr�srlas�sr +k �ss�+(SSs_s :sr 'rs�susr ss�s�rsss:la�sawa�ss r »rr�rr rctswsssss_sYc�r_�ss� - ism w 0 P100, �r $T 0 0 0 , ai a al a! P1O01 1 n1 8,,r al al al E 1 1 1 ---4 i ! § c ci T I I f 4 i I !9t1 I ' -�— — __ 4_ — L i 81 8 T 0 O $i p O - p i p ° q a a l E al nil E E E 1 i , I 1 �,1._ .._.._..I_.._.._ , , 1 )1001 1 ._.__ J P1001 c P1O01 P 001 _ _ J P1001 0 c § al a E : a j a a a I I 1 P1001I I al P1301 P1001 P1001 I I T 1 1 I I :§f ei El I al El EI E El El E.I 1 1 001 1 II! ! I I 1 ! i 00, _ _ I i001l ( _ 100 I I I 1 ! ' ' 11 I I I I L o f - - - .1__, _- '- t' o t- - - - - - , + -.i- ,7_81 rri ' $ 4 -.. O i I p•..• a p _ T, a i S a RE. § i Os I OI I I i ! 1 I I O I I i I ! I ! _ 001 P1001 _ . i — i- -J —T -- --�- -+ - i -- 1 ,§4 a 1 I I I I I I I I I I I N r 0 v; gz - P P S`. PI of I -4 1 81 P E E a ai a E E , a! E ' I 1 I ! I 1 i I . . i i I =_ _= -: .. - lea k- - _ - - -- _— I i . i I 1 J i I 1 0 C T - C A I g C § ' § 8■ § PT T . r.„ 81 E. a! E E E a a E E a! E E a a! a n E aj a al E C I I i P1001 - I 7 71001 PtO 71001 71001 I ! I I 1 i ! — §r - pr — : -$-- -�P _ § . - - - -- -- • - - — : 0 a! a a a i aI E E E K ' a a a a l EE K E E K o l a ! i a a a El m 0 I P i- --- I- i CL 1 OI O P § Ot O g1 °OQ off. °OI: o i5 o c'Si a! E a a j a! a a l a a a a E a j FA iss•_ii• i'S-isiznid •- •ii••si •��• 1 SUSPENDED GRID FRAMING PLAN SUSPENDED , 0" GRID 9.7 GRID 10.3 I _. — GRID 10.9 F O 0 GENERAL NOTES 1. RE. REFLECTED aA.R4 P.A*I FOR ALL G IO 011aW9056. OFFSETS. *Met ELEVITC.4 of ciao *am FLOOR. ETC 2 WERNEDAri. MAO uraisERS 0CW-Rs < 4 TN LENGTH) AR NOT WOCA1ED HERE FOR DAINTY RE REFLE::IED C ILNG PLAN. THE Exec DONFo 1b TK N OF CPO ASSIENELY 3. CONTRACTOR SHALL SLAW 9NOP ORANNGS NOCATINGG CND LAYOUT mil) ALL CONNECT O I OETALS NCWONG COMPLETE OESC:WiON of FITTINGS. TISIEAOED ROOS. CONCEALED SPRINC NUTS. ETC 4 FRAMING CeeemI.L IEIr8ERS ARE RCCATED 0I THIS PLAN USING ;AIISTRtir DESIGNATED PART NI. (R5. WHERE APPROvEO EDUA` STSTEM IS PROPOSED BY CONTRACTOR. CONTRACTOR SHALL POMACE SPECIFIC TECHNICAL DATA OF LWE PARTS TO ARCMITEC' FOR REVIEW DUfNG SHOP DRAWING / S.JBM'TAL PROCESS S. SUSPENDED GYP. 80. CEILING. ABOvE GRID IS NOT NOICATED HERE FOR CLARIT . RE REFLECTED CEILING PLAN 6 FITTINGS AND HARDWARE ARE NOT INDICATED ON T145 PLAN RE REFERENCED DETAILS FOR TYPIC.&_ FITTING CONDITIONS 7. ALL EXPOSED &UM CHANNE. MEMBERS SHILL RECEIVE A CLEAR ANODIZED FINISH . AL: FTrINGS SHALL BE ALUM_ WHERE POSSIBLE. AND SHALL RECEIVE A PLAIN FNISt - ALL STEEL FITTINGS ANC HARDWARE SHALL RECEIVE AN ELECTRG- GALVANIZED FINISH ( LEGEND 1/2' HTHR050 THREADED ROD GRID SUPPORT WITH 14) 12 GA. SPLA" WIRES EXTENDING TO DRYWALL CLIP AT GYP BD CEILING RE: 16/Al2.2 AND 5/Al22 RE. GENERAL NOTE 3. THIS SHEET C 1/2" HTHROSC THREADED ROD GRID SUPPORT, WITHOUT SPLAY WIRES, RE: 16/Al2.2 Stu RE: GENERAL NOTE 3. THIS SHEET P1090 _ SINGLE CHANNEL UEOBER PAR' DESIGNATION RE. GENERAL NOTE 3. THIS SHEET. P10p1_ - - DOUBLE CHANNEL MEMBER PART DESIGNATION RE: GENERAL NOTE 3, THIS SHEET. 0 011E° oe 11 CD ® CD - ,: KEY PLAN NO SCALE CONIIiLM6 1 J N m ND. Q 1E OPA*1011RP SUSPENDED GRID FRAMING PLAN '" A5.1S • • S ./� 100• -o_ 7 T.O. SLAB (INTERIOR) i Of DOOR AND CAMERA / ELECTRICAL DN(s. tr • ••• •T'• O ' PARTIAL SOUTH ELEVATION — DEMOLITION /8• _ , • . p- 2 PARTI , o- AL SOUTH ELEVATION — PHASE 1A 1 / 8- _ 3 PARTIAL NORTH ELEVATION 1/8" 1' -0- 100'-0 AND •'AMEBA DMCa. LEGEND Cl/ ELECTRICAL FILE COPY I understand !hat the Plan Check approvals are subiect to errors and omissions and approval of pans coes not authorize the violation of any ad opted code or ordinance. Recent of con - '.a.;or's copy of aporcved plan- - : : :Knowledged. ay,/ Date Permit � � REVISIONS ?.oao -ozz NO CHANGES SHALL BE MA')E TO T SCOPE OF WORK WITHOUT PRIOR I - , ROVAL OF TUKWILA BUILDING DV! I' • WILL R_.URE A NEW PLAN SUM' w. :.T FL' -`+ n: •'_'fi F ST GENERA` NOTES L. AM. IIBILTRON ROM OW TM 1E ROOM OR 1H6 Swell .L MEIN. DETIMAIN MA*-4210.60 ARL FOR . BOWE OF w MO BInr..c =3. MW MOWED AUL t1SP A aDNICIL ARM• SO RIMIR 71L -) «P cosnRNC'Ra. (Mk) to ooMSTIMLICION TO 1E REMOVED O SHEET NOTES 1. (M) A►ARL STOR YIOMT SYSTEM IISL FLOOR PLAN AND DOOR SOIOILL 1 (M) KM DOOR MD FRAME- RE, T DOR PLAN MO DOOR SCHEDltL A Mom (E) DOOR MO MANE ASSEMBLY ;'YP ) SALVAGE MEWS MOI TO OWNER_ CR/ CIDER'S REP. A. t1E OF FUTURE ENCLOSURE. IM FOREGROUND (MOWN ]119•D) RE: STE PLAN -- E21wS RF PLAN /ELEMMINS (ARM MCI TO SUBMIT KARS ELEMATI006 FOR Orl•ER'S RFVIEw NO APPROVAL IL DOOR SCHEME FOR NEW DOOR WORDIME (tYP) O. (E) FARE PEEP STRUT -OFF VALVES TO REMMM. (T'P.) 10. CUT OPENING .NTD (E) cDNt. WALL PANEL VERIFY SUE AND . now W WE OWLS. 000R0•UAIE w L�iE• CAI CMOS. t1. REMOVE NARDWiP_ rPA�• (� M.Y. DOOR . /MI E. IE..D •• ±iMT .0 i7tAlE (TYP ALA ARO})IQ 5. J/Fri- FULLED GENERATOR II SEMI- TRAILER ENCLOSURE. 'rP Jr 1 AT HT1AL WILD-OUT SCOPE OF WORK). ;AMOK FROM SITE WREN 4100V GENERATOR IS N -PLACE AND POWERED.) CR/ ELECTRICAL DIGS. 1e. CHILLER (WEIRD/AR' LOCATION). (rIP. OF 2) 17. EXTEND TEMPORARY W-0' 4GNt CHAIN -LICK MICE PMP 4' - 0'.D'-0' CATS AS INDICATED. (TYP.) 1e. TEMPORARY CONCRETE TIAFF1C STOPS. COORDINATE L0CAT104 Pi FI0 0 ./ TENANT 1R. PERMANENT 4' • . 22 20. TEMPORARY Ll.F.S KILL F••S.. COLOR TO 1iI 1l Ave COLOR of TE) ALL/ACE/NT CONIC. WALL UPON APPROVAL EfT DWRNER 2t. (w) Dom- FUELED GENERATOR w/ SIKr NA( p4T DIESEL FUEL TANK (2.000 GALLON CAPACITY). cw/ ELECTR1c* Owos 2PAR1' T IAL SOUTH ELEVATION — PHASE 1 (TEMPORARY) 1/8- DIGS. SEPARATE PERMIT REQUIRED FOR: P '' .LECTRICAL 0 PLUMBING 0 GAS PIPING CITY OF TUKWILA BUILDING DIVISION RECET`� a,LA CITY CF U PEP.l■ CENTER REVISION N .la lavElaaa h,e mp Lein pied •Ohm :k td.n L mt,mied • =CO Ala minims u» d d s do ®: :did >a le,itak fa.,a9s..num+xshr arma a / tvmma atm{:e Tads,r!c. '! j W17.0 U0tlNB11! DATE A DRAIN Tn. JPT OIEOKED TRY: DAZE C 0 C r) ROMIS RAM PM Off PUN ONO[ amens 1100AL 1•411110 •0110biL MOW. wawa MAIM PARTIAL BUILLING ELEVATIONS WJL F ' Q) 0 E. C ct (n t0 A vv. I + .lE .....l�gA A 4/11/00 11'O 1@MR7 A 1 /1C/d �6T "It LEMMA 1 © 4/ti/.N AOr.4 NRA7=KT. 0 , /,L r= T..•.1 R' i A ./ ..,�.•woa llwl• Ate .,. 1 - -- - - - - - - -- - A + ,,.N ..... ... LA ia. .mf1Ora...COON0 max 1111E 21 JULOO scA E 1 /8" = 1 —Or ' JOB NO.: 99133 [ 9°' *1 A6.0 1 1)2_000 • • I/ 100' -0' T.O. SLAB (INTERIOR • t OF DOOR AND CAMERA CW/ ELECTRICAL DWGS. —5 9' - 3' N •• • 10' -Q' • 0 0 1PARTIAL SOUTH ELEVATION - DEMOLITION 1/8" = 100' -0 T.O. SU413 NTERIOR) eA N -PARTIAL NORTH ELEVATION 1/8" C /F LE 1 R AND CAMERA ICAL DWGS. 2PARTIAL 1 /8" 1' SOUTH ELEVATION - PHASE 1A = - 0 GENERAL NOTES 1. PL. OE NICL TrION RO RK tlIET NCO` RE • CLCATED ON TH6 SHUT_ RE: OVERALL DEMOL Tt0N PuNI- 2 uEVIEL.. FOR MINX ON SCOPE OF NORA ,J , GENERAL NOTES. NOT sown HERE_ (>w-) LEGEND (E) CONSTRUCTION TO REMAIN. (TYP.) (N) CONSTRUCTION. (TYP.) (E) ooNSTRUCTIoN To BE RE ade) ® SHEET NOTES 1. 2. 3. 4. (N) AWN. STOREFRONT SYSTEM. RE FLOOR PLAN AND DOOR SCHEDULE (N) H.M. DOOR AND FRAME. RE: FLOOR PLAN AND COOP SCHEDULE RELCNE (E) DOOR ARID FRAME ASSEMBLY. (TYP. ) SALVAGE REMS BACK TO OWNER. CW/ OWNER'S REP. UNE OF FUTURE ENCLOSURE. I% FGREGROUND- (SHOWN DASHED) RE: SITE P' N1 AND ENCLOSURE PLAN /S AT10N5 ‘ARCHITECT TO SUBMIT PLANS/ ELEVATIONS FOR OWNER'S REVIEW AND APPROVAL) •.• i r • 7 _ Sag' • • EI.F.S. INFILL. COLOR TO MATCH NEW COLOR CF (E) ADJACENT CONCRETE WALL AS SE.ICTED BY BtILDING OWNER'S ARCHITECT. VERIFY W/ BUILDING OWNER. SAND =WISH. (TYP.) . LEVEL CONC. PAD. PF• /+%.' (TYP.) ( 2\ 11. RELOCATE* (E) LOUVER. CW/ MECHANICAL DWGS. 12. (N) ALUM. LOUVER. PAINT. °ORDINATE W/ MECHANICA'_ DWGS. EMAIN. RE: DOOR SCHEDULE FOR NEW DOOR HARDWARE (TYP.) 9. (E) r1 0 .E. RISER SHUT —OFF VALVES TO REMAIN. (TYP.) `0. CUT OPENING INTO (E) CONC. WALL PANEL VERIFY SIZE AND LOCATION W MECHANICAL DWGS. . ECHANICAL PIPING WALL COORDINATE w/ MECHANICAL DWGS. 14. REMOVE HARDWARE FROM (E) H.M. DOOR /FRAME WE.D DOOR TIGHT TO FRAME. (TYP. ALL AROUND 5. DIESEL— FUELED GENERATOR IN SEMI — TRAILER _NCLOSURE. TYP. OF 1 AT INITIAL BUILD —OUT SCOPE OF WORK) (REMOVE FROM SfTE WHEN 4160/ GENERATOR IS IN —PLACE AND POWERED.) CW/ ELECTRICAL DWGS. 16. CHILLER (TEMPORARY LOCATION). (TYP. CF 2) 17. EXTEND TEMPORARY 8' -0' HIGH CHAIN —UNK FENCF_ W/ PAIR 4'- 0"x6' -0' GATE, AS INDICATED. (TYP.) 18. TEMPORARY CONCRETE TRAFFIC STOPS. COORDINATE LOCATION IN FIELD w/ TENANT. 19. PERMANENT 4' —• • • • .• • •. (TYP.) 20. TEMPORARY E.I.F.S. INFILL FINISH COLOR TO MATCH PAINT COLOR OF (E) ADJACENT CONC. WALL- UPON APPROVAL BY OWNER 21. (N) DIESEL — FUELED GENERATOR W/ SKID —MOUNT DIESEL FUEL TANK (2,000 GALLON CAPACITY). CW/ ELECTRICAL DWGS. 22. N —M CW/ ELECTRICAL DWGS • U ERA. 1 PERMIT CENTER L_ STAMP A DATE SCALE: JOB NO.: c U W c� f u J V J 0 a) U 0 icN 0 N) W.AAN NG Sty Record A,ccrw ahan been ottPmabonamocortho plaided by Acs. The .b "tot sailed dr mow mdra mtepietvn of this inform= end is/ not bn mixable for Is! arm m =sum Iva anbemrporuednImakd dr=wan rtforTriem pR db°dim 7/21/00 RECORD DOCUIENIS NO. DATE • 3 Q 1 2/25/00 L 3/20/00 3/2!/00 A 4/5/00 : 4/!/00 DRAWING 1111E: OR 41 8Y: JP T CHECKED BY: WJL • REMARKS REVISED PER CRY POW OEM COMMENTS OENtML MASONS GDgeti IEVISCO6 GENERAL ►EVBONS P0 1 D 00 / WASSON REV4140445 Pet TENANT S REQUEST Q ---- }-- 4/10/ PER hWNT"3' rtz.M7 - Q7 1 4/11 /00 - -� Q I ♦ / /0 /DO P� 14701 • S 4/20/00 I REC • 01 PER 1E)W/T ^ . A 4/20/00 I- OENOM► RE 20 d 1 5.,0/00 NEWSOS PEA 1174R47", NE0I. 31 - - -_•' 9MIIL110EM A 7/11/00 Y00T1 PARTIAL BUILDING ELEVATIONS 21 JUL00 1/8" = 1'- 99133 SHEET HO. b2Doo A 6.3 H °Pm WJL rev WJL D 1E 251ANO0 SEAL 1/4" 1/4"= JOBN° 99133 M ■ MPS MEETING ROOM i 06 OPERAT 107 e UNOCCUPIED I )00( 11 { U 3 I I I I I I I 1 1 1 1 I IZ I I r l 1 I J - I I 1 l II 11 I T I I N.O.0 1 108 0 te 0 E.1 CUPIED )00( Alh ZIP BEI E.9 C 11 i © 0 =MUI= Ell MIIIMIINIMIMMINIMINIIMIll MIMI =MIME ----- �1 - -��� F.6 113' - 0' SECOND LEVEL IO9' -5" B.O. SUSP. GRID 6 101' -0 T.O. ACCESS FLOORS I DO . -0 GROUND LEVEL i BUILt' -O" DING SECTION 3/16" = 2 BU3/16" I pING SECTION = I. MECH / ELK 114 GENERAL NOTES Hp,sA.r FFS A. DOOR AND FRAtlE SI]EDU1,E. RE: SHEET All 8.. ROOM Flm•SH AAO COLOR SCICOU.E. RE 9EET *3.1. C- HA JIHTHIIIG HECHT SCHEOutf. RE: WET A3 '. 0- •too. "YPE.S. RE 9EET 43 2 E. %%A_ TYPE SCIEDut.E. RE SHEET *3 -3 2- ACCESS FLOOR 5 NOT mpHCAT ED HERE FOR WPM FOR ACCESS FLOOR LAYOUT. RE ACCESS FLOOR PLAN. SHEET A2 aF 3 FQP FWOR ANC W&. FINS COMMONS. RE. MASH PLAN - AREA ' :. SHEET Al LEGEND (E) CONSTRUCTION TO REMhIN. ,TYP (N) CONSTRUCTION. (TYP -) LIIMOIXELKI ONE-HOUR FIRE -RATED WA_ (TYP ) FIRE - Ex*tNCIPSHHEP CABINET (SEMI RECESSED) 111+4 RATING: 2A- • 38C (LOCATIONS AS INDICATED ON PLAN) RE: 8/A3 3 AT NON -RATED WALL (•YP ) RE: 1' /A3.3 AT 1-HP FIRE -RATES WALL (TYP. CO CORNER GUARD . 4' -0' HIGH -TYP V.N.O.) FEC C SHEET NOTES 1. F.O. (N) WALL ASSEMBLY - 0 ALIGN ■/ F.C. f ALL ASSEMBLY VERIFY ;E) CONDITIONS IN FIELC. (TYP.) 2. BY SYSTEMS TENANT FJRNITURE (TYP. u / CUBICLE. FURNISHLC ANC INSTALLED 3. (E) MECHANICAL SHAFT ENCLOSURE (TIP 4. ALUMINUM GRILLE PARTITION ASSEMBLY RE: X /A3 3 FOR PARTITION 0 CEILING (*YP.) RE: X /A3.3 FOR PART'TION 0 ACC' SS FLOOR (TYP.) 5. (E) Cw/ PL BING DWG FIXTUR E TO REMA ;1. (TYP.) 6. RELOCATED (E) PLUMBING FIXTL RE (TYP.) Owl PLUMBING D■GS AND DE AOL TION PLAN. 7. P. LAM. COUNTERTOP AND SPLASH. (TYP.) 8. RT IT. TY Cw/ LIEBE MECHAN (P DA GS 9. E UIT YP CW/ LIEB RT MEC 4ANNICA(TL co.) GS. 4 1 13'-0 - SECOND LEVEL O v o te° _ �4Q� oho B.O. SUSP. GRID 101' - O" T.O. ACCESS FLOOR 4 4 100' -0" GROUND LEVEL c SULINP: L_ 4=-+ INco o cu U 0 N en ND. EWE S ORAiNrG 1111E: BUILDING SECTIONS 1 D WJL om®m WJL 0 25JN OO sDA>E AS NOTED JOB ND 99133 FUTURE Sr Ell GUARDRAIL (TYP.) CONC. SLAB OVER. METAL DECK CW/ STRUCTURAL DWGS. STEEL CHANNEL STRINGER (C12x20.7) CW/ STRUCTURAL • OPP. FUTURE STEEL GUARDRAIL (TYP.) L8 1 /2x5x 1 /4 `�lVE TO 113' - EL CHANNEL . SECOND LEVEL CONC. SLAB OVER METAL DECK CW/ STRUCTURAL DWGS. - STAIR PAN STRINGER TO STRINGER TYPICAL STEEL CHANNEL STRINGER (C12x20.7) STEEL STRUCTURAL zzz 9 CO- 1' -0" s NC. DECK LANDING (TYP.) O• @ CNC. DECK 1 1/2" - 4 STAIR #2 (113) 1/4 i'-O CDC 2 CONC. FILL ON METAL STAIR PAN 3STAIR#1 (101) 1/4. 2 CONC. FILL ON METAL STAIR PAN STAIR PAN SUPPORT WELDED TO STRINGER TYPICAL STEEL CHANNEL STRINGER (C12x20.7) FUTURE STEEL GUARDRAL (TYP.) 1/2" STEEL PLATE. ( WWEE D TO STRINGER STEEL CHANNEL STRINGER, BEYOND INTERMEDIATE LANDING CONC. ON METAL DECK STEEL CHANNEL SUPPORT BY DESIGN /BUILD STAIR FABRICATOR STAIR PAN SUPPORT WELDED TO STRINGER TYPICAL 2" CONC. FILL ON METAL STAIR PAN 8 IC 4 -6' I r i '5 1/2 (DI 2STR#2 ( TREAD DIM. RE: STAIR 7?LANS STRINGER BRACKET W 1ST'R#1 1/4• = 1' -O" GENERAL NOTES *cams now snits. 6 NOT POCAWED NEAE FOR CLANTY RE: ACCESS BOOR et/e+ roe ACCESS noon wow AND ii LEGEND IF 101) FUTURE STEEL GUARDRAIL (TYP) STEEL CHANNEL STRINGER (C12x2o.7) CLOSURE PLATE WELD & GRIND SMOOTH FUTURE FLOOR FINISH (N.I.C.) (E) CONC. SLAB RISER CLOSURE PLATE SECURE To FLOOR • (E) CoNSTRUCnow TO RE11MN. (TYP.) (N) CO RUCDOM- (TYP ) ONE - HOUR F1RE -RATED WALL. (1w.) C SHEET NOTES 1. 2" CONC. NFLL IN METAL PAN TP.EAD. (TYP.) 2 FUTURE STEEL PIPE GUAROR.&. (TYP.) NOT N SCOPE OF NOR . 3. FUTURE STEEL PIPE HANDRAIL (TYP.) NOT N SCOPE OF WORK. 4. STEEL STRINGER (C12x20 -7) SUPPORTED BY TS COLUMN VERTICAL SUPPOR'. (TYP.) 5. ME OF FLOOR OPENING. ABOVE. (TYP.) (SHOWN DASHED) 6_ (N) TS COLUMN. (TYP.) CW/ STRUCTURAL DWGS. 7. (N) TS COLUMN STRINGER SUPPORT. 8. FUTURE ELEVATOR CAB. NOT N PHASE I SCOPE OF WORK. 9. FUTURE SUSPENDED CEIUNG. NOT N PHASE I SCOPE OF WORK. 10. FUTURE WALL ASSEMBLY. NOT N PHASE 1 SCOPE OF WORK. 11 STEEL BEAM. (TYP.) CW/ STRUCTURAL DWGS. 12. CONC. OVER METAL DECK. (TYP.) CW! STRUCTURAL DWGS. 13. (E) BUILDING SHELL VERIFY (E) CONDITIONS IN FlE'..D. (TYP.) eiv OCC o\"°' INTERMEDIATE LANDING 6 !ThMEDATE LANDING @ CON SLAB 5 D COMIULFK: N3. ORE IB MS STAI PLANS / SECTIONS/ DETAILS MT N3.: A7. • I MEMO F.O. GYP. BD. WALL, M BACKGROUND. ti ppooP- I L� - , LW MI mirAi i ► r • CORNER BEAD MP.) SEALANT (TYP.) 1/2" LOU 3" = 1'-0' VER E.I.E.S © CON SILL ,- rr r - rte ?r 1 (1114 **4 / 4 ∎ 1. "PIO 41111 ;: NOV n —pIIG. AS 9QIEDu ED 0E arc. LPEs' aDrsOINCOMG MESi• NAV fieS L MACK - 0Fp1P IESSOACANG IESi- (2' MH>, ) - 1/2' £x1EAIDR G" UO tmEAn4NG (1YP ) BArr NSI ATION (P -11 IAN ) , • NSA AT10N BOARD (TYP_) BAO(t• ROD A•C SEA►AN riVP 24 GA. DIIIP PAW. (TYP) F.ASi+•+G 3 1/2" x 20 GA METAL FWIIINNC • 24' O.C- (rw.; Spam. AS REQUIRED. ALUM. LOUVER. AS SCHEDULED PANrr. (TYP.) Cw/ MECHANKJAL DIMGS. INSECT SCREEN. AS SCHEDULED. (TIP.) Cw/ MECHANIC OROS. 6ER HEAD @ E.I.F.S.iE @ CONC NSECT SCREEN. AS SCHEDULED. (TYP.) CW/ MECHANICAL DWGS. ALUM. LOUVER, AS SCHEDULED. PA. (TYF.) CW/ MECHANICAL DWGS. SHIM. AS REQUIRED. 3 1/2 x 20 GA. METAL STUD FRAMING 0 24' 0 (TIP.) �B G ROO AN 24 GA_ SILL FLASHING W/ SEALANT. PAINT. (TYP.) 1' INSULATION BOARD (TYP.) BATT INSULATION (R -11 MIN.) 1/2' EXTERIOR GYP. BD SHEATHING (TYP.) REINFORCING MESH AND FINISH. BACK -WRAP REINFORCING MESH 2' MIN.) FURRING, AS SCHEDULED RE: WALL TYPE SCHEDULE @ E.I.F.S.2EL.S. E.I.F.S. AS fi SCHEDULE — FURRING, AS SCHEDULED RE WALL TfPE SCHEDULE — REINFORCING MESH AND FINISH BACK -WRAP REINFORCING MESH (2" MIN.) 1 2' EXTERIOR GYP. SHEATHING (TYP.) BATT INSULATION (R -11 MIN.) 1' INSULATION BOARD (TYP.) • BACKER ROD MD w SEALANT (TYP.) 0 0' -0' 0.(E) SLAB 24 GA. SILL FLASHING W/ SEALANT. PAINT. (TYP.) 3 1/2" x 20 GA. METAL STUD FRAMING • 24 O.C. (TYP.) (E) CONC. SLAB C. SLAB Z LOU VER JAM PIPING, AS SCHEDULED. (TYP) CW/ MECHANICAL DWGS. BACKER ROD AND EALANT (TYP.) • N REINFORCING MESH AND FINISH. BACK -WRAP REINFORCING MESH (2" MIN.) 1' INSULATION BOARD (TYP.) 1/2' EXTERIOR GYP. BD. SHEATHING (TYP.) 3 1/2' x 20 GA. METAL STUD FRAMING 0 24" O.C. (TYP.) BATT INSULATION (R -11 MIN.) FURRING, AS SCHEDULED RE: WALL TYPE SCHEDULE .EXIEHIOR BD. SCHEDULED 4 F.O. GYP. BD. SILL, BELOW -- CORNER BEAD 1/2" (TYP.) 4 M CONC. wA:i PANEL G 1/2' BACKER ROS AND SEALANT ( (0 CONC_ PANEL BAR' H16'.LATION e (R - 11 Uiw ) VAPOR RETARDER AS SCHEDULED (TYP.) 3 1/2' x 20 GA_ METAL STUD FRAMING 0 24 0 C. (TYP.) �-- BATT INSULATION (R -11 MIN.) @ CONC. PA JAM CON D. (TYP (E) CONC. WALL PANE I ALUM. LOUVER, AS �— SCHEDULED. PAINT. (TYP.) 1 CW/ MECHANICAL DWGS. 9E.I.F.S 1 @ PIPI\G \G S 1'� LOUVER JAMB @ E.I.F.S. SHOWN (HEAD, SIM.) H 'U SEALANT (TYP. 1/2' CORNER BEAD (TYP.) F.O. GYP. BD. WALL. IN BACKGROUND. • FURRING, AS SCHEDULED RE: WALL TYPE SCHEDULE � - -- (E) CONC. WALL PANEL Al • F7{AoeG. AS SCHEDULED RE_ Ar► TIME SCHIEDUtE SIFT ((TYP M° 24 GA. DAP FLASHING PAfNY. (TYP.) 1' 40311QAT10M BOARD (TYP ) l// EXTERKIR �- 00. sHiNG 3 1 /r ■ M GA. METAL SRA FRAMING • 24" O.C. (TYP.) REINFORCING MESH ANC FINISH. BACK -WRAP REINFORCING MESH (2' M.) BARRIER RESISTIVE COND. (TYP.) FURRING, AS SCHEDULED RE: *ALL TYPE SCHEDULE REINFORCING MESH AND FINIS',. BACK -WRAP REIN= ORCING MESH (2" MIN.) WEATHER RESISTIVE BARRIER (TYP.) /2" EXTER OR ;;YP. Bo. SHEATH NG (iYP.) T' INSULATION BOARD (VP.) FURRING. AS SCHEDULED RE: WALL TYPE SCHEDULE BACKER ROD AND . SEALANT (TYP.) B @ CONC SHIM, AS REQUIRED. PANEL ALUM. LOUVER, AS SCHEDULED. PAINT. (TYP.) CW/ MECHANICAL DWGS. BACKER ROD AND r SEALANT (TYP.) SHI/1. AS REQUIRED. REINFL RCING MESH AND FINISH. SACK -WRAP REINFORCING MESH (2" MIN.) 1' INSULATION BOARD (TYP.) 1/2" EXTERIOR GYP. BD. SHEATHING (TYP.) 3 1/2' x 20 GA. METAL STUD FRAMING 0 24" O.C. (TYP.) BATT INSULATION (R -11 MIN.) FURRING, AS SCHEDULED RE: WALL TYPE SCHEDULE BACKER ROD AND • SEALANT (TYP.) 24 GA. DRIP FLASHING. CENTER PAINT. (TYP.) ALUM. LOUVER, AS SCHEDULED. PAINT. (TYP.) CW/ MECHANICAL DWGS. INSECT SCREEN, AS SCHEDULED. MP.) CW/ MECHANICAL DWGS. 5LOUVER HEAD @ CONC. ci WARNNG MT Amid Dorm tare Gem pried had m s(e®ooe prided Tte Andy= has act marled dr'atm Ind/or mmplete.=dtheeau".xddwler:here ers& for gmwor wain doe wiry h[ uuunud■ rack of 7/21/00 RECORD 0013111003 STAMP N0. DATE REMARKS 1lMSED PEA aTY P. AN 0 112/00 oeECtt OOMETIT4 A 2/27/00 OENEML IRMlON3 L 3/20/00 0E? R. RINMOO 3/25/00 01241:14N.112101200113 4/e /00 NlE OEoT011 C. PA DA 5 4/5 /00 PER RDMNYS i "1"5"6 PER TERIWrs A5 4/10/0o I REDtXST 4- r A 4 /11/ao sure NErB1016 et, 030801 1 4/15/00 ; xEa,ESr A 4/25/50 RNSONS PEA rovors RECUEST A 4/25/00 maw AEVrsa6 ©r a /to/00 IRUI1fST PEl= TEIYVIT'S ©1 SP /oo I w Gaut 1 A i 7 111/00 hie0FICATiONS El TITLE DRAWN BY: JPT CHECKED BY: WJL DATE: SCALE EXTERIOR DETAILS 21 JULOO AS NOTED 99133 • COR M 81". JPT OWED I WJL SONE 3/8 =1'-0 J0BN0 99133 $ 'S 'S E al SOUTH NORTH EAST Hs - 1 UGHTR 3o LOBBY (100) 5 SCALE: 3/8 " =1' -0" 0 N N N i LOBBY (100) 8 SCALE: 3/8 "= 1' -0" N.O.C. (108) 3 SCALE: 3/8 " =1' -0" 110' -0" CEILING HEIGHT SOFFIT HEIGHT 110 -0" CEILING HEIGHT 108 -2" SOFFIT HEIGHT 100 -o" FINISH FLOOR T.O. ACCESS FLOOR WEST 3' -11 In . �! F 0� _* :TYP -u -U kO.` ANC SPACr+G) r ILL,* - 4-,__EL, -* COLOCATION (111) I SCALE: 3/8 " =1' - 0" N.O.C. (108) 2 SCALE: 3/8 1 100' -0' b FINISH FLOOR 7 -------------- --------- ---- -- -- --- -- - - - - -- 1 f SOUTH LOBBY (100) 7 SCALE: 3/8 -0" 11O' -0" CEILING HEIGHT 108' - 2 SOFFIT HEIGHT 100' - O" FINISH FL WEST N.O.C. (108) 4 SCALE: 3/8 " =1' -0" LOBBY (100) 6 SCALE: 3/8 "= 1' -0" 111 -D CELING EEISHT `r 1 80 SUS,' 101' -0" T.0. ACCESS FLOOR* 100 T-O. (E) SLAB CEILING HEIGHT CEILING HEIGHT 109' -6" SOFFIT HEIGHT 101' -0" T.O. ACCESS FLOOR* 100' -0 T.O. (E) SLAB 110' -0" CEILING HEIGHT 108' -2" SOFFIT HEIGHT 100' - 0" FINISH FLOOR 4 • 4 GENERAL NOTES 1 IX A•2 - FOR rYPrA, CASEtr"JRK OVALS C'ASEM104+ NOT ST'ECACaltT DETALEC S»r i BB: COMSTNUCTED S1MlAR TO THOSE loweC a AR; DETAILED. CONTRACTOR 9r+k1 NOTIfY ARrjiTECT i CLARir*TE» PRIOR To FAa4CA!C. OF A SPFCNic CONDTTIOk 15 NEEDED 2_ UPSIDE OF COLA$TERTOPS AND DRAPER F3^TTO#S SHIALL BE MOSFED Ir/ PLASTIC LAwrA ( OP CONSTRUCTED r /INELM/rf OR OTHER SII►OGTH %CA/UR TYP - :1.N.0.) 3 - RE FLOOR PLAN FOR wA; _ ONO NSIONING MO PALL TYPE DESIGNATION, ETC.. NOT P ATE() Ok 0145 SHEET (TYP ) LEGEND F1.4 3/4 COLOR C RE COLOR SCHEDULE TOILET ACCESSORY DESIGNATION RE MOUNTING HEIGH' SCHEDULE CH/ PL.LNMBING DUGS P� PLUMBING FIXTURE DESIGNATION RE MOUNTING HEIGHT SCHEDULE CW/ PLUMBING DWDS. OSHEET NOTES 1. (E) ALUM STOREFRONT/WINDO!� (TYP.) 2 WALL BASE. RE: ROOM FIN Sr+ SCHEDULE. 3. DOOR & FRAME AS SLHEDULEC RE: DOOR SCHEDULE. 4. WINDOW AS SCHEt�U-ED. RE WINDOW TYPES. 5. COFFEE MAKER. TENANT FURNISHED/ TENANT INSTALLED. 6. P.LA1r. UPPER CABINE 7. P.LAM. COUNTERTOP 8 - 4 - BACKSPLASH, MATERIAL TO MATCH ADJACENT COUNTERTOP. 9. P .LAM. BASE CABINETS 10. VENDING MAC.HINE. TENANT FURNISHED/ CONTRACTOR INSTALLED. 11. REFRIGERATOR. TENANT FURNISHED/ CONTRA( TOR INSTALLED. 12. MICReAAVE. TENANT FURNISHED/ TENA".T INSTALLED. 13. ALUMINUM GRILLE PARTITION. 14. STEEL SERVER RACK. 15. A. JMINUM GRILLE GATE •/ LATCH. 16 ACCESS FLOORING SYSTEM. 17. MARKER BOARD (TYP.) 18. RECESSED PROJECTION SCREEN. 19. SINK IN COUNTERTOP. CW/ PLUMBING DWGS. 20. (E) STAIR AND GUARDRAIL CTYP.) 21. WAINSCOT, RE: ROOM FINISH SCHEDULE 22. ADJUSTABLE P.LAM. SHELVES 23. P.LAM. PANEL 24 SOLID POLYMER COUNTERTOP (TYP.) 25. CUSTOM CABINET- WOOD. 26. WOOD TRIM /BASE 27. WOOD VENEER 28. HANDRAIL. RE:Al2.1 29. BRUSHED ALUM SIGN. 30. ANODIZED ALUM. REVEAL 31. 12 ". OPENINC IN COUNTERTOP. PLAN. AT ALL EXPOSED EDGES. (TYP.) 32. SOFT DISPENSER. TENANT DRINK FURNISHEG /TENANT INSTALLED. 33. ICE MAC TENANT ISHED /TENANT INSTALLED. 34. TOASTER. TENANT FURNISHED /TENANT INSTALLED. 35. FLOOR SINK. CW/ PLUMBING DWGS. 36. ALUM. MESH SCREEN (TYP.) 37. SUSPENDED ALUM. GRID SYSTEM (TYP.) 38. MONITOR SCREEN TENANT FURNISHED / CONTRACTOR INSTALLED. 39. SUSPENDED METAL GRID CEILING (TYP.) RE: REFLECTED CEILING PLAN. 40. FL00R DRAIN UMBING W /DUGS. 12" RADIUS RING (TYP.) CW /PL 41. EXISTING WINDOW 42. GYP. BD. PER FINISH SCHEDULE. 43. SMART BOARD SCREEN TENANT FURNISHED CONTRACTOR INSTALLED. 44. TILE. RE: ROOM FINISH SCHEDULE EXP CA ON' MAR 157° 11 Lk tTkT CONSUJIM NO EKE MOMS D IA%TIRE: INTERIOR ELEVATIONS 4 DRUM er LS/JT OWED It WJL DATE. 25PNOO SCAE 3/8' =1 %0" JOB NO: 99127 2 0 42 2 -6" pc - Ivy CEILING HEIGHT i 0 0 0 \ r / 2 Ivy CEILING HEIGHT • 2q 0 0 \ r / 101' -O" 4, • 0 SOUTH SOUTH NORTH 2 CONFERENCE ROOM ( 1 17) SCALE 3/8 - = 1 ' - 0" 4 CONFERENCE ROOM ( 1 17) SCALE: 3/8 " =1' -0" A, CUSTOMER SERVICE (109) SCALE: 3/8 2' - 6 " - r /� 2a _ CEILING MOW 6 100 -0 FRRSH FLOOR WEST 1 • WEST EAST CONFERENCE ROOM ( 1 17) 1 SCALE. 3/8 " =1' -C' CONFERENCE ROOM ( 1 17) 3 SCALE: 3/8 " =1' -0" CUSTOMER SERVICE (109) SCALE: 3/8 "= 1' -0" p CUSTOMER SERVICE (109) SCALE: 3/8 " =1 ' -Cr GENERAL NOTES III 1. 11E; 902.3 FOR TYPICAL CA&EINORK DETAILS CASIEVORIw NOT SPEC1fiCJkiY MAtUD 9 SE CONSTRUCTED 5+1111LAR TO THOM 'stir. N ARE DETAILED_ COMAACTOR 9 _ Nom Aacv4TECT cLAR CATON 109 -6 AmoR TO FAWC'A c.I OF A SPECIFIC C CONEPT.ON 5 WADED CEIUNG NOWT 100 -o FINSH rLOOR 109'-6 - CEILING HEIGHT 1 OD - o' FINISH FLOOR 1' C • -O' CEILING HEIGHT 100' -0 FINISH FLOOR • T.O. ACCESS FLOOR 100 - T.O. RAISED FLR. LEGEND O EXPIRE C01 011003 2- 1$3ERSCE OF = OU+TERTGPS ANC ORAKR BC ^OMS SHA _ 8E FSMSHED w/ PLAS-C LAM'!NATE OR CONSTRUCTED M /MELAIARif OR CTr R SMOOTH IE► ER (TYR - J N 0.) 3 RE F_OOR RAN FOR MIALL DIMENSIONING AND WALL ran DESIGNATION, ETC NOT INOCATED ON THIS SHEET (TYP.) .NISH COLOR RE COLOR SCHEDULE TOILET ACCESSORY DESIGNATION RE: MOUNTING HEIGHT SCHEDULE CW/ PLUMBING OW GS PLUMBING FIXTURE DESIGNA1* Jh RE MOUNTING HEIR - SCHEDULE CW/ PLUMBING DWGS. C SHEET NOTES t (E) A_UM. STOREFRONT /WiNSOW (rep.) 2 WALL SASE. RE: ROOM :INISH SCHEDULE. 3. DOOR Ac FRAME 4S SCHEDULED. RE: DOOR SCHEDULE_ 4. WINDOW AS SCHEDULEC. RE. WINDOW TYPES. 5. COFFEE MAKER TENANT FURNISHED/ TENANT INSTAL. ED. 6. P.LAM. UPPER CABINETS 7 P.LAM COUNTERTOP 8 4" BACKSPLASH, MATERIAL TO MATCI- ADJACENT COUNTERTOP. 9. P.LAM. BASE CABINETS 10. VENDING rtACHINE. TENANT FURNISHED/ CONTRACTOR INSTALLED 11. REFRIG`-RATOR TENANT FURNISHED/ CONTRACTOR INSTALLED. 12. MIC?JWAVE. TENANT FURNISHED/ TENANT INSTALLED. 13. AL UMINUM GRILLE PARTITION. 14. STEEL SERVER RACK. 15 ALUMINUM GRILLE GATE W/ LATCH. 15. ACCESS FLOORING SYSTEM. 17. MARKER BOARD (TYP.) 18 RECESSED PROJECTION SCREEN. 19. SINK IN COUNTERTOP. CR,/ PLUMBING DWGS. 2C. (E) STAIR AND GUARDRAIL (TYP,) 2 . WAINSCOT, RE: ROOM FINISH SCHEDULE 22. ADJUSTABLE P.LAM. SHELVES 23. P.LAM. PANEL 24. SOLID POLYMER COUNTERTOP (TYP.) 25. CUSTOM CABINET- WOOD. 26. WOOD TRIM /BASE 27. WOOD VENEER 28. HANDRAIL, RE:Al 29. BRUSHED ALUM SIGN. 30. ANODIZED ALUM. REVEAL 31. 12 "m OPENING IN COUNTERTOP. P.LAM AT ALL EXPOSED EDGES. (TYP.) 32. SOFT DRINK DISPENSER. TENANT FURNISHED /TENANT INSTALLED. 33. ICE MACHINE. TENANT FURNISHED/TENANT INSTALLED. 34. TOASTER. TENANT FURNISHED /TENANT INSTALLED. 35. FLOOR SINK. CW/ PLUMBING DWGS. 36. ALUM. MESH SCREEN (TYP.) 37. SUSPENDED ALUM. GRID SYSTEM (TYP.) 38. MONITOR SCREEN TENANT FURNISHED / CONTRACTOR INSTALLED. 39. SUSPENDED METAL GRID CEILING (TYP.) RE: REFLECTED CEILING PLAN. 40. FLOOR DRAIN W/12" RADIUS RING (TYP.) CW /PLUMBING DWGS. 41 EXISTING WINDOW 42. GYP. BD. PER FINISH SCHEDULE. 43. SMART BOARD SCREEN TENANT FURNISHED / CONTRACTOR INSTALLED. 44. TILE. RE: ROOM FINISH SCHEDULE J 1 CUSTOMER SERVICE 109 00 v SCALE: 3/8 ".I' -0" ( ) Cd APV�Op U MDR 151° 1::'• Jam 7674 24 ,14iscn REGISTERED ARCH EC' 0 " R MAN STATE O ' W . INGTON NO DAVE SAWS DPAYAVG IN TERIOR ELEVATIONS 'Ifil1.1 • • OMPUTFR SERVER COLOCATION ! DEDICATED SIDE (TYP. - U.N 1- 1/2 "x1 -1/2" x.090" THK. ALUMINUM TRIM. (TYP.) 1 1 DOOR FRAME —JAMB f H.M. DOOR @ CONC. V 3" - 1 COM PUTER ccRVER OR GLAZING, AS SCHEDULED ALUMINUM STOREFRONT/ WNDOW AS SCHEDULED *VGN W/ F.O. GYP.BD. RE: FLOOR PLAN AND WINDOW FRAME SCHEDULE SEALANT AND BACKER CORNER BEAD (TYP.) WALL AS SCHEDULED. RE: FLOOR PLAN AND WALL TYPE SCHEDULE 12 ALUM. FRAME —JAMB (TYP.) 7 THRESHOLD 3" = 1 -0" i 13 3 *L FRAME @ A. F. ?< CORNER BEAD (TYP.) ALUMINUM STOREFRONT WINDOW SYSTEM. - 1 INSULATED GLAZING. - y 1�T �ALt _ 4" 4 )1 I T 1 O THRESHOLD NUM ED• MEA D oMLY 1or CWLK (NP.) (N) H.H. DOOR ANC FRAME AS SCHEDULED RE. DOOR SCHEDULE MIL MMB CONDITION, sat DOOR AND FRAME AS SCHEDULED. RE: DOOR SCHEDULE 1" INSULATED GLAZING. WALL, AS SCHEDULED RE: FLOOR PLAN AND WALL SCHEDULE (E) CONC. WALL PANEL. ALUM. DOOR AND FRAME AS SCHEDULED. RE: DOOR SCHEDULE FLOOR FINISH AS SCHEDULED. (E) CONC. SLAB TO REMAIN. ALUMINUM THRESHOLD SET IN MASTIC. (E) OR (N) ASPHALTIC VEMENT. VERIFY. VALL Mem (Alt. u..+OSL) A i - t t__i yr - 1YP. EC/ . E0 ♦ s 1 tyyl_.. O FRAME (TYP.) 1 Z 171 SIDEUTE (TYP. WALL FINISH (WHERE OCCURS) E0. E0 MANIC THE *NEW SCHEDULED TALL AS SCHEDULED. RE: rUDOR MALI HYPE SC D ual CAW( FRAME ME SIDES HJl. DOOR FRAME TYP. DOOR. AS SCHEDULED RE: DOOR SCHEDULE GLAZING 5/8 "x 1 "x GA. TO MATCH H.M. FRAME. MITER CORNERS. OFFICE SIDE H.M FRAME TYP. CAULK FRAME ALL SIDES WALL AS SCHEDULED RE: FLOOR PLAN AND WALL TYPE SCHEDULE 8 STOREFRONT HEAD (TYP.) 3 3" — 1' H_M_ 0" WINDOW FRAME (TYP. 7 101' -0" 1 FLOOR r IhN n 7t* , _ ( 4 1(n3 •=• EXPIRED R�D 9 STOREFRONT JAMB (TYP.) _M_ 0 FRAME @ CORNER 3 H 1 H.M. SILL TRIM. FINISH TO MATCH ADJACENT H.M.FRAME. MITER CORNER JOINTS (TYP.) H.M. CORNER MULLION AS SCHEDULED. RE: WINDOW /FRAME SCHEDULE GLAZING. AS SCHEDULED CONFERENCE ROOM SID' DOOR & FRAME, AS SCHEDULED. RE: DOOR SCHEDULE SET THRESHOLD IN FIRE MASTIC OR CAULK FIRE TESTED THRESHOLD, COMPLY W/ A.D.A. FOR ACCESSIBILITY. 100 -0" 111101 ACCESS FLOOR SYSTEM WALL AS SCHEDULED T.O. (E) DECK • . 4 (E) CONC. DECK 4 o° 5 THRESHOLD @ ACCESS FLR. • maim ID. D9E IBMS O1trW1ICi INTERIOR DETAILS Al2.O • JPT OfO® WJL DOE 25L1ANOO VIE AS NOTED ABM. 99133 • • OMPUTFR SERVER COLOCATION ! DEDICATED SIDE (TYP. - U.N 1- 1/2 "x1 -1/2" x.090" THK. ALUMINUM TRIM. (TYP.) 1 1 DOOR FRAME —JAMB f H.M. DOOR @ CONC. V 3" - 1 COM PUTER ccRVER OR GLAZING, AS SCHEDULED ALUMINUM STOREFRONT/ WNDOW AS SCHEDULED *VGN W/ F.O. GYP.BD. RE: FLOOR PLAN AND WINDOW FRAME SCHEDULE SEALANT AND BACKER CORNER BEAD (TYP.) WALL AS SCHEDULED. RE: FLOOR PLAN AND WALL TYPE SCHEDULE 12 ALUM. FRAME —JAMB (TYP.) 7 THRESHOLD 3" = 1 -0" i 13 3 *L FRAME @ A. F. ?< CORNER BEAD (TYP.) ALUMINUM STOREFRONT WINDOW SYSTEM. - 1 INSULATED GLAZING. - y 1�T �ALt _ 4" 4 )1 I T 1 O THRESHOLD NUM ED• MEA D oMLY 1or CWLK (NP.) (N) H.H. DOOR ANC FRAME AS SCHEDULED RE. DOOR SCHEDULE MIL MMB CONDITION, sat DOOR AND FRAME AS SCHEDULED. RE: DOOR SCHEDULE 1" INSULATED GLAZING. WALL, AS SCHEDULED RE: FLOOR PLAN AND WALL SCHEDULE (E) CONC. WALL PANEL. ALUM. DOOR AND FRAME AS SCHEDULED. RE: DOOR SCHEDULE FLOOR FINISH AS SCHEDULED. (E) CONC. SLAB TO REMAIN. ALUMINUM THRESHOLD SET IN MASTIC. (E) OR (N) ASPHALTIC VEMENT. VERIFY. VALL Mem (Alt. u..+OSL) A i - t t__i yr - 1YP. EC/ . E0 ♦ s 1 tyyl_.. O FRAME (TYP.) 1 Z 171 SIDEUTE (TYP. WALL FINISH (WHERE OCCURS) E0. E0 MANIC THE *NEW SCHEDULED TALL AS SCHEDULED. RE: rUDOR MALI HYPE SC D ual CAW( FRAME ME SIDES HJl. DOOR FRAME TYP. DOOR. AS SCHEDULED RE: DOOR SCHEDULE GLAZING 5/8 "x 1 "x GA. TO MATCH H.M. FRAME. MITER CORNERS. OFFICE SIDE H.M FRAME TYP. CAULK FRAME ALL SIDES WALL AS SCHEDULED RE: FLOOR PLAN AND WALL TYPE SCHEDULE 8 STOREFRONT HEAD (TYP.) 3 3" — 1' H_M_ 0" WINDOW FRAME (TYP. 7 101' -0" 1 FLOOR r IhN n 7t* , _ ( 4 1(n3 •=• EXPIRED R�D 9 STOREFRONT JAMB (TYP.) _M_ 0 FRAME @ CORNER 3 H 1 H.M. SILL TRIM. FINISH TO MATCH ADJACENT H.M.FRAME. MITER CORNER JOINTS (TYP.) H.M. CORNER MULLION AS SCHEDULED. RE: WINDOW /FRAME SCHEDULE GLAZING. AS SCHEDULED CONFERENCE ROOM SID' DOOR & FRAME, AS SCHEDULED. RE: DOOR SCHEDULE SET THRESHOLD IN FIRE MASTIC OR CAULK FIRE TESTED THRESHOLD, COMPLY W/ A.D.A. FOR ACCESSIBILITY. 100 -0" 111101 ACCESS FLOOR SYSTEM WALL AS SCHEDULED T.O. (E) DECK • . 4 (E) CONC. DECK 4 o° 5 THRESHOLD @ ACCESS FLR. • maim ID. D9E IBMS O1trW1ICi INTERIOR DETAILS Al2.O • MOAN Ft LLS/JPT °iD® WJL DUE 25JANO0 AS NOTED 1 C.: 99133 4 1 1/2-.1 1/2•:1/x' -441Cit ROE" ALIJMI'& • /Aral FASCIA. "'YP.; v16" TAO( AWN F PLATE (TYP.) MAO CONE1IIerG I s' SLAB 1/4" MAX. 2 x2 "x2 "x 1/4" STEEL ANGLE r CONC- ANCHOR rTPP l At a 1 7 . / 3 t\. :0 .® WALL (TYP.) 1 8 NOT USED 7777— / 2O JAMB ( / ACCESS ROM TILE / Ai F socmLE o _& 4 RE ACCESS FLJPR F . 12 GA. STEP GUSSET 2 FROM END AND 4 1 24 0 -C MAx ACCESS FLOOR PEDESTAL , - ACCESS FLOOR PEDESTAL MP.) WALL AS SCHEDULED RE: F'L.00R PLAN AND WALL TYPE SCHEDULE BASE AS SCHEDULED ACCESS FLOOR SYSTEM FIELD CUT AS REQUIRED T.O. FLOOR 1 9 GRILLE og GRILLE (TYP.) ALUM. GRILLE GATE RE: DOOR SCHEDULE i 1 6 ACCESS FLOOR STEP (TYP.) GRILLE @ SUSP. GRID ALUM. GRILLE PARTITION SILL PLATE. BELOW (5" WIDE x LENGTH OF PARTITION -TYP.) RE: ACCESS FLOOR PLAN ANODIZED ALUM. HINGE (TYP. • 3 LOCATIONS) ALUM. GRILLE PARTITION SILL PLATE. BELOW 1/2 "x2" ANODIZED ALUM. GRILLE PARTITION VERTICAL MEMBER. 1/8"x2" ANODIZED ALUM. GRILLE PARTITION HORIZONTAL MEMBER. 1/4" THREADED ROD FASTENED TO TILE 0 24" O.C. (STAGGERED) N' 1 01' -0" T -0. FLOOR r 1 \ 1/2 ANODIZED D ACCESS ALUM. GRILLE PARTITION FLOOR VERTICAL MEMBER. 1/8 ANODIZED AM. GRILLE PARTITION HOR MEMBER. ALUM. MESH (TYP.) 1 1/2 "x1 1/2x1/8" ALUM. ANGLE (12 LONG C CENTER OF PEDESTAL BAY - TOP AND BOTTOM) qUP O GRID , ABOVE i° j } • t RETURN HANDRAIL TO WALL 0 ENDS 1 1/2" O.D. ALUM. HANDRAIL dib 2 1/2" ( I _ ALUM. BRACKET AT 4' -0" O.C. MAX II i� II 3/8 "a BOLT ■' DRILL & TAP P1000 OR P1001 ALUM (MERE OCCURS) (y_) • RE REFLECTED CUM Rota - - - RE REFL. Cru ; PLAN e.0_ SUS" M ! e OF PARTITON ' OF PARTITION P40 FLOOR STRINGER I (WHERE OCCURS) ACCESS FLOOR TILE w FLOOR FINISH. AS SCHEDULED (TYP.) RE: ACCESS FLOOR PLAN ACCESS FLOOR STRINGER (WHERE OCCURS) ALUM GRILLE PARTITION HORIZONTAL MEMBER (TYP.) ALL GRILLE PARTITION 'VERTICAL MEMBER (TYP. ALUM. GRILLE PARTITION VERTICAL MEMBER (TYP.) ALUM. GRILLE PARTITION SILL PLATE (5" WIDE x LENGTH OF ARTITION- TYP.) ACCESS FLOOR PEDESTAL (TYP.) (E) CONC. SLAB OF PARTITION AND FLOOR STRINGER (WHERE OCCURS) J ALUM. GRILLE PARTITION SILL PLATE • I (5" WIDE x LENGTH OF PARTITION -TYP.) RE: ACCESS FLOOR PLAN 1 � I I 1/4" THREADED ROD FASTENED TO TILE C 24" O.C. (TYP.) (STAGGERED) ALUM. GRILLE PARTITION HORIZONTAL MEMBER. ABOVE. (SHOWN DASHED) NOTE; ACCESS FLOOR TILE IS NOT SHOWN FOR CLARITY 1 4 q5I4 ® ACCESS FLOOR WALL AS SCHEDULED RE: FLOOR PLAN AND WALL TYPE SCHEDULE BACKING PLATE RE: 2/A3.1 SPACE FILLER, VERIFY DEPTH WITH PARTITION TYPE 00' -0" (E) F.F N 1 O STE SECTION 1/2" = t' - p' 4. 1 01' -J T.0- FLOOR v 0 ACCESS FLOOR RAMP W/ NON -SLIP FINISH (N) RAMP PEDESTAL '0 1 1/2" O.D ALUM VERTICAL SUPPORT, TO E CONC. DECK (TYP-) I � 9 A.F.RAMP (UPPER) o' N i 1 5 HANDRAILS GYP.BD. (ThP.I oA (LOWER) t 4- 0 N 1 1/2' oo AL.Y 11AMORAIt B` ACCESS FLOOR MAMUF (TYP, -�•.N 0 ) 1 1/2 O.D. ALUM. 7 .--- ------ HANDRAIL BY ACCESS FLOOR MANUF_ () 1 101' - 0 T.O. FLOOR ACCESS FLOORNG SYSTEM w/ FINISH, AS SCHEDULED. (E) CONC. S..AB 1 1/2' Q.D. ALUM. HANDRAIL BY ACCESS FLOOR MANUF. RE: 15/Al2.1 100' -0" - �+ !� • W T.Q. 9F (E) SLAB : 4 (E) F.F. - ACCESS FLOORING STEP w/ FINISH. AS SCHEDULED. (E) CONC. SLAB GRILL @ ACCESS FLOOR HAN DRAIL ® WALL (TYP.) RIBBED ALUM RAMP THRESHOLD ACCESS FLOOR TILE w/ FLOOR FINISH. AS SCHEDULED (TYP.) RE: ACCESS FLOOR PLAN 2 1/2 "x2 1/2 "x3/16" STL. ANGLE AT 2 -0 _ O.C. ACCESS FLOOR PEDESTAL ALUM. W/ FINISH V v (E) CONC. SLAB Q f LOS 7)� .1 =ROSH. AS ' SCHEDULED. (T•,) w/ FINISH. AS SCHEDULED. (TYP,) - D.2 -) 100' -0" E F.F. d 100 -0" (E) F.F. MEETING ROOM ' 1106 I � I D.4 i I 10 1 ENLARGED RAMP PLAN ENLARGED , -O" 1 01' -C T.O. FLOOR \� E F.F. HANDRAIL BY ACCESS (TYP. - U.N.O.) OF 5 A'2.1 h ! CORRIDOR 3 1 / 4 � N L1'-G" ARGED RAMP PLAN 4 = ENLARGED STEP PLAN :,4- tio R � 1���� NON -SL 000- 5 RAMP SECTION 1 r t' -0" i y 6 '- c, etr0 I: OPERATIONS 1 112" O.D. ALUM, HANDRAIL BY ACCESS 1.LuOR MANVh RE $/Al2.1 (TYP.-U.N. ) T.Q. FLO 1 1/2" 0.0. ALUM. HANDRAIL BY ACCESS FLOOR MANUF RE: 15/Al2.1 ' 101' -0" T.O. FLOOR ACCESS FLOORING RAMP w/ FINISH. AS SCHEDULED. (E) CONC. SLAB REGISTERED ARCHITE SCOTT M STATE OF TON N0. ONE Rt3 DIMING INTERIOR DETAILS '" 12.1 aWw+N er LLS/JPT awl WJL OATS 'ew 25LYIW00 sc r AS NOTED JDBND 99132 M • 26 s N.O.C. CONNECTION CLIP (PER MANUF'S RECOMMENDATION) LINER DIFFUSER WHERE OCCURS CW/ MECH. I 2 #5 012 SHEET METAL SCREWS METAL STUDS AT 4 ' - O" O.C. • TO DECK. ABOVE (STAGGERED) CONT. TRACK METAL TRIM (TYP.) WALL AS SCHEDULED SUSPENDED CEILING SOUND INSULATION WHERE OCCURS RE: REFELECTED CEILING PLAN q. OF RECESSED LIGHT FIXTURE AND DIFFUSER (• ) CEILING HEIGHT At RE REFLECTED CEILING PLAN 25 LIGHT COVE SUSPENDED CEILING SYSTEM RE: REFLECTED CEILING PLAN STEP MOLDING (TYP. O " CEILING PERIMETER U.N.O.) FURRING AS SCHEDULED RE: FLOOR PLAN AND WALL TYPE SCHEDULE (E) CONC. PANEL. 12 GA. WIRE HANGER O 4' -0" O.C. MAX. (TYP.) 1 1/2 "x16 GA. CHANNEL O 4' -0" O.C. (TYP.) 1 1/2 "x16 GA. CHANNEL O 2' -0" O.C. CENTER EVERY OTHER CHANNEL O OF CHANNEL MEMBERS BELOW (TYP.) WALL AS SCHEDULED RE: FLOOR PLAN AND WALL TYPE SCHEDULE OF GRID 5/8' GYP. BD. (TYP.) ACOUSTICAL CEILING TILE (TYP.) - 9' -11 3/8" B.O. GRID 10" CHANNEL TRIM (TYP. O PERIMETER) - ALUM. PERIMETER TRIM (CONVEX PROFILE) 8' -11 "± (VERIFY) 4 B.O. SOFFIT LIGHT =IXTURE WHERE OCCURS CW/ ELECTRICAL 23 FU © CEILING (TYP.)1 8 SOFFIT (TYP.) CORRIpOR SIDE (N) SUSPENDED CEILING SYSTEM RE: REFLECTED CEILING PLAN 0 Z IMMIIIMIMMIS PI AI n� IL ININIa1NNINNNIIINIII 4Q 4 ti a EO iI I o :;!IIIIIIIIIIIIM111 ".i'lli 1 1111 1 STEE & CW/ STINSEMONL aC C GA OmANN . L . : CEI.TER EyER►' C>t RAEL OF GRC r► ••••• O* TAD) 6+it0® . 1 / 1 / 1 WPM? RETARDER RE REFLECTED CE R C ?trod H.0 GYP HC CEIIRNG 5 /8' Grp Be (TYP.) HTHRC50 P1003 CHANNEL (WHERE OCCURS) 1 04 -4 B C GPIC RE: FEFLECTED CEILING PLAN 8.0 ;YP BC CEILING Y i 3 1/2 "x20 GA. CHANNEL O 4' - 0" O.C (CENTER EVERY CHANNEL bC C OF GRID /ROD BELOW TYP.) FURRING AS SCHEDULED RE: FLOOR PLAN AND WALL SCHEDULE (E) WALL PANEL VERIFY E CONDITIONS IN FEILD OFFSET AS SCHEDULED. OFFICE SIDE CAULK FRAME ALL SIDES SUSPENDED CEILING SYSTEM RE: REFLECTED CEILING PLAN GLAZING 20 CEILING @ WINDOW CEILING HEIGHT RE: REFLECTED CEILING PLAN STEP MOLDING (TYP. O CEILING PERIMETER U.N.O.) H.M. FRAME TYP. 5/8 "x 1 "x GA. TO MATCH M.M. FRAME. MITER CORNERS. - (E) CONC. WALL PANEL FURRING AS SCHEDULED RE: FLOOR PLAN AND WALL TYPE SCHEDULE STEP MOLDING (TYP. O CEILING PERIMETER U.N.O. ) SUSPENDED CEILING SYSTEM RE: REFLECTED CEILING PLAN CEILING HEIGHT RE. REFLECTED CEILING PLAN (E) ALUM STOREFRONT SYSTEM PloD1 0 P1001 0 P1067 P1000 HTHR050 *MOM P102C WALL © GYP. BD. CEIUNG] HA NGER @ SUSP. CEIUNG SUSI GRID - INTERSECT C� l i 22 CEIUNG yo (TYP.) 17 CEILING @ WALL (1YP.) 12 SU GRID - EXTENSION 24 WL c @ GYP. BD. CEILING 9 @ (E) 1 -HR. ENCL. � 1 SySp. 4 GRID - INTERSECT r� S USP . GRID - CORNER �J 3 = 1 -0' 7 SUSP. GRID - CORNER 2 TYPICAL CEIUNG LAYOUT to P1001 13 SUS P. GRID @ MID -SPAN sysf. GRID - INTERSECT SEISMIC MIC BRACING (1YP.) 3 = - U" P1001 P1000 P1001 O� HTHRO50 - P1031 P1031 HTHR050 SUSP. GRID - INTERSECT HTHR050 P1045 W ci W C (E) STEEL STRUCTURE EYELAG/ ANGLE FASTEN TO STRUCTURE 12 GA. BRACING WIRES TO BE ATTACHED AT A MAX. OF 45 DEG. TO THE PLANE OF THE CEILING AND PARALLEL TO COMPONENTS INTERSECTING AT THE BRACE LOCATION. BRACE WIRES SHALL BE TAUT AND TIED BOTH ENDS WITH A MINIMUM THREE TIGHT WRAPS. LOCATE ON MAIN RUNNER ON CENTER OF 12'02' FIELD GRID. 6' FROM EDGES. (E) STEEL STRUCTURE EYELAG/ ANGLE FASTEN TO STRUCTURE VAPOR RETARDER 5/8" GYP. BD. (TYP.) • IL EO EC EC 1!1 EG PI EC. II ¢ 1 ■� cuuriG L/ 72 I! SPRINKLER DOWNLIGH" HERO. CE NROJNTED Its DIFFUSER OR GRILLE. OR 2 x 2 UGHT FIXTURE MAIN TEE x 4 LIGHT FIXTURE 3/4" EMT PIPE SIZE TO MATCH HEIGHT FROM STRUCTURE TO CEILING TEE. 12 GA SPLAY WIRE INSIDE EMT PIPE, TIE AT AYE LAG AT TOP AND TO MAIN TEE AT BOTTOM AND WRAP AROUND PIPE AT LEAST THREE TIMES. 1 `12 GA. SPLAY WIRE. ( SECURED TO STRUCTURE FOR SEISMIC BRACING. CROSS TEE 3/4" EMI PIPE FROM SIZE TO STR JCTURE MATCH HEIGHT TO CEILING TEE. P WIRE INSIDE CUT GA PIPE . TIC AT EYELAG AT TOP AND TO MAIN TEE AT BOTTOM AND WRAP AROUND PIPE AT LEAST THREE TIMES. 12 GA. SPLAY MIRE, ,r" TO STRUCTURE FOR SEISMIC BRACING AT 45' MAX. TO VHE PLANE OF THE CE LING. (TYP.OF 4 WIRE) 6 "x20 GA. CHANNEL 4' -0" O.C. (TYP.) CENTER EVERY CHANNEL ��! OF GRID /ROD. BELOW - Y .) 1/2'x20 GA. CHANNEL E ENTER 2' -0" O.C., EVERY CHANNEL NO LESS THAN 12" FROM OF GRID. BELOW) (TYP.) A ALE ; . SMIC BRACING @ GYP. BD. STEEL BEAM WHERE OCCURS � CW/ STRUCTURAL � 11 4 "x20 GA. CHANNEL 4' -0" 0.C CENTER EVERY CHANNEL o j, OF GRID /ROD BELOW TYP ) DRYWALL CLIP (4) 12 GA. SPLAY WIRES AT 45' MAX. TO THE PLANE OF THE CEILING. (TYP.) CONNECTION FITTING (TYP.) SUSPENDED ALUMINUM GRID CHANNEL MEMBER. (TYP.) 1 0 SUSP. GRID - INTERSECT 5 SEISMIC BRACING © GRID CCNSAINI NO MAW OWNING 111E: INTERIOR DETAILS " 2.2 DRAWN BY LAHT CHECKED BY KBSG DATE, 25FEBOO SCALE NTS JOB NO 99133 BAP SIZE 0 3 *4 *5 s6 *7 9 1 *1C X11 LAP SPLICE LENGTH SPACING<6 "[TOP BAR,. • -4:' T-0" 3 ' 4 '_0 „ 5' -10' 6' -8" 7' -6" 8' -4 ' ' 9' -2' OTHER BAR. 1' -4 • 1' -7" . 2' -3" 3' -1" 4 -6" 5 -2" 5' - 6' -5' 7 -1" SPACING >6" TOP BAR ,'1 - -4" 1' -7' 1 2' -0" 2' -5" 3' -6" 4'0" 5' -0" 6 -0" 7 -1' OTHER BART l'- 1' -4' 1'7' J1'10" 2'-9" 3' -1" 3' -10" 4' -7' 5' -5 "i EMBEDMENT LENGTH SPACING<6 " TOP BAR 1 -0" 1' -7" 1 2' -3" 3' -1" 4' -6" 5 -2" 5' -10" 6' -5" 7' -1" OTHER BART I' O" + 1' -2" ' 1' -9' 2' -5" 3' -6" 4' -0" 4' -5' 5'0'' 5' -5" SPACING>6' !OTHER TOP BAR* i E -0"-3" 1'-7" 1' -10" 2' -9" 3' -1" 3' -10" 4' -7' 5' -5 ". BARI 1' -0 "I 1' -0" 1 -2" 1 -5" 2' -1" 2' -5" 2' -11" 3'-7'• 4-', ' I • GENERAL STRUCTURAL NOTES GENERAL 1. CODS UNIFORM BUILDING CODE. '997 EDITION. AS MODRED BY T►iE C, Y OF T'UK W IL A. W ASHNC• 2. Fi00R LiVE LOADS SI=ALL BE AS FOLLOWS UNLESS OTHERWISE NOT ): LOCATION UN_F_ORM LOAD TY PICAL FLOORS 50 PSF :STAIRS AND CORRIDORS 100 PSF 3. WIND 80 MPH BASIC WIND SPEED. EXPOSURE C. IMPORTANCE FACTOR I- 1.00. 4. SEISMIC: UBC ZONE 3, IMPORTANCE FACTOR I - 1.00, SOIL TYPE SD 5. CONTINUOUS OPERATION OF THE EXISTING FACILITY IS OF CRITICAL IMPORTANCE. WORK ON EXISTING STRUCTURE AND FACILITY SHALL BE PER= ORMED ON A SCHEDULE :4J4D IN A MANNER THAT WILL PERMIT CDNTINUOUS OPERATION OF THE EXISTING FACILITY. CONTRACTOR S -ALE PLAN AND COORDINATE THE WORK WITH THE OWNER, ARCH, AN: ENGINEER AND SHALL DEVELOP AN APPROVED WORK SCHEDULE PRIOR TC BEGINNING WORK. 6. WHERE DIMENSIONS ARE SHOWN FOR EXISTING STRUCTURES, THEY ARE APPROXIMATE AND FOR REFERENCE ONL Y. CONTRACTOR SHALL FIELD "ERIFY (FV) ALL DIMENSIONS AND ELE ..ATIONS PRIOR 'O CONSTRICTION. ANY VARIATIONS BETWEEN EXISTING DIMENSIONS AND ELEVATIONS AND THE PLANS SHALL BE 'ROMPTLY REPORTED TO THE ENGINEER'. 7. CONTRACTOR SHALL COORDINATE ALL DIMENSIONS ANC ELEVATONS SHOWN ON STRUCTURAL DRAWINGS WITH ARCHI DRAWINGS. 8. ALL OMISSIONS OR CONI-LICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND /OR SPECIFICATIONS SHALL BE BROUGHT TO THE 'MEDIATE ATTENTION OF THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH RELATED WORK. 9. VERIFY LOCATION AND SIZE OF ALL OPENINGS THROUGH FLOORS, WALLS, SLABS, AND ROOFS W'TH MECH, ELEC, AND ARCH DRAW` :NGS AND WITH EQJiPMENT FURNISHED. 10. NO STRUCTURAL MEMBERS SHALL BE CUT FOR PIPES, DUCTS, ETC... UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. 11. THESE PLANS DO NOT INCLUDE NECESSARY COMPONENTS FOR SAFETY OF THE BUILDING OR EQUIPMENT DURING CONSTRUCTION. CONTRACTOR SHALL BE RESRONS :BLE FOR ALL WCRK RELATING TO CONSTRUCTION, ERECTION METHODS, BRACING, SHORING, RIGGING, GUYS, SCAF FOLD NG, FORMWORK, AND OTHER WORK REQUIRED TO SAFELY PERFORM THE WORK SHOWN. 12. "TYPICAL DETAILS" AS SHOWN ON DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO ALL SIMILAR SITUATIONS OCCURRING ON THE PROJECT, WHETHER OR NOT THEY ARE KEYED IN EACH LOCATION. CONSULT WITH ENGINEER FOR INTERPRETATION OF APPLICABILITY" OF TYPICAL DETAILS. 13. VISITS TO THE JOB SITE BY THE ENGINEER TO OBSERVE CONSTRUCTION DO NOT IN ANY WAY MEAN THAT THEY ARE GUARANTORS OF THE CONTRACTOR'S WORK, NOR RESPONSIBLE FOR COMPREHENSIVE OR SPECIAL INSPECTIONS, COORDINATION, SUPERVISION, NOR SAFETY AT THE JOB SITE. 14. REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE W•TH THE CONTRACT DOCUMENTS. REVIEW OF SUCH SHOP DRAWINGS BY THE ENGINEER SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR CORRECTNESS OF DIMENSIONS, FABRICATION DETAILS, SPACE REQUIREMENTS, AND ERRORS IN THE SHOP DRAWINGS, OR FOR DEVIATIONS FROM THE CONTRACT DRAWINGS OR SPECIFICATIONS UNLESS THE CONTRACTOR HAS SPECIFICALLY CALLED ATTENTION TO SUCH DEVIATIONS IN WRITING BY A LETTER ACCOMPANYING THE SHOP DRAWINGS AND THE ENGINEER APPROVES SUCH CHANGE OR DEVIATION IN WRITING 15. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SHALL INDICATE ON THE SHOP DRAWINGS BY A SIGNED STAMP, OR OTHER APPROVED MEANS, THAT THE CONTRACTOR HAS CHECKED AND APPROVED THE SHOP DRAWINGS, THAT THE WORK SHOWN IS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND THAT THE WORK SHOWN HAS BEEN CHECKED FOR DIMENSIONS AND RELATIONSHIP WITH WORK OF ALL OTHER TRADES INVOLVED. FOUNDATIONS 1. EXISTING FOUNDATIONS CONSIST OF 8" DIA DRIVEN TIMBER PILES. ALLOWABLE D +L CAPACITY GIVEN AS 30 TONS PER PILE. SEE SOILS REPORT PREPARED BY EARTH CONSULTANTS, INC. DATED MAY 23, 1985. 2. ANY UNUSUAL SOIL CONDITIONS (WATER, SOFT, LAYERS, ETC...) ENCOUNTERED DURING EXCAVATION FOR FOOTINGS OR DRILLED PIERS SHOULD BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 1. AL- CONCRETE SHALL HAVE A MNMAUM 28 -DAY COMPRESSIVE STRENGTH OF 4.000 PSI EXCEPT AS FOLLOWS: SLAB GRADE BEAMS. TIE BEAMS. *AL_S 3,000 PSI NORMAL WEIGHT CONC TO°PNG OVER MIL DECK 4,000 PSI LIGHTWE :GI- T ONLY CNE :LASS OF CONCRETE SHALL BE FLACED ON THE JOB AT ONE TIME. REINFORCING STEEL F `3R CONCRETE SHALL CONFORM TO ASTM A615 GRADE 60 FOR DEFORMED BARS AND SHALL BE FURNISHED AND ERECTED IN ACCORDANCE WITH CURRENT EDITION OF CRS 'MANUAL OF STANDARD PRACTICE" AND "P_L.OING REINFORCING BARS" BASED 2. ON THE CURRENT ACI 318 BUILDING CODE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185 OR A-497 WITH MINIMUM LAP LENG "HS AS SPECIFIED. 3. ALL S" EE._ REINFORCING SPLICES AND LAP LENGTHS SHALL CONFORM TO THE FOLLOWING MINIMUM REQUIREMENTS UNLESS NOTED OR DETAILED OTHERWISE: 71` TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE BAR IN ANY SINGLE PLACEMENT. HORIZONTAL WALL BARS SHALL BE CONSIDERED TOP BARS. 4. ALL WALL REINFORCING BARS SHALL BE CONTINUOUS AROUND CORNERS AND T HROUGH COLUMNS OR PILASTERS UNLESS OTHERWISE NOTED. REINFCRCING BARS SHALL BE EXTENDED INTO CONNECTING WALLS AND LAPPED ON THE OPPOSITE FACE OF THE CONNECTING WALLS. 5. VERTICAL WALL AND COLUMN BARS SHALL BE LAPPED WITH DOWELS FROM BASE SLABS OR FOOTINGS AND SHALL BE EXTENDED TO THE TOP SLAB REINFORCEMENT OF ELEVATED SLABS. VERTICAL COLUMN BARS SHALL BE TERMINATED AT THE TOP WITH A STANDARD 90 DEGREE HOOK UNLESS OTHERWISE NOTED. 6. FIELD BENDING: ALL BENDS SHALL BE STANDARD 90 DEGREE HOOK AS DEFINED IN CURRENT ACI318 UNLESS NOTED OR DETAILED OTHERWISE. REINFORCING STEEL SHALL NOT BE BENT OR STRAIGHTENED IN A MANNER INJURIOUS TO THE CONC OR STEEL. 7. REMOVAL OF FORMS AND SHORES SHALL BE IN ACCORDANCE WITH CURRENT EDITION OF ACI 318, CHAPTER 6. SUSPENDED SLABS SHALL SE RESUPPORTED, AFTER FORM REMOVAL, UNTIL CONCRETE HAS REACHED ITS SPECIFIED STRENGTH 8. MINIMUM CLEARANCE FOR REINFORCEMENT BARS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: A CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH B. CONCRETE EXPOSED TO EARTH OR WEATHER: •5 BAR AND SMALLER •6 THROUGH '18 C. CONC NOT EXPOSED TO WEATHER OR IN CONTACT W/GROUND: SLABS, WALLS, JOISTS ('11 BAR AND SMALLER) BEAMS, COLUMNS (PRIM REINF), TIES, STIRRUPS 1 '/2 9. ATTACHMENT OF NEW CONCRETE TO EXISTING CONCRETE: THOROUGHLY CLEAN AND ROUGHEN SURFACE OF EXISTING CONCRETE TO AMPLITUDE OF 1 /4-INCH TO EXPOSE CLEAN SOUND AGGREGATE. 10. CONTRACTOR SHALL COORDINATE PLACEMENT OF ALL OPENINGS, CURBS, DOWELS, SLEEVES, CONDUITS, BOLTS, AND INSERTS WITH ELEC, MECH, AND EQUIP MFR'S PRIOR TO PLACEMENT. 11. NO ALUMINUM CONDUIT OR PRODUCTS CONTAINING ALUMINUM OR ANY OTHER MATERIAL INJURIOUS TO CONCRETE SHALL BE EMBEDDED IN CONCRETE. 12. CURING: PROVIDE 7 -DAY CONTINUOUS WATER CURE ON ALL CONCRETE SURFACES. 13. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE 24 -HOUR (MINIMUM) NOTICE TO ENGINEER PRIOR TO PLACING CONCRETE TO ALLOW FOR PROPER OBSERVATION OF REINFORCING STEEL PLACEMENT. 14. PREMOLDED JOINT FILLER (PJF) SHALL BE BITUMINOUS TYPE, SHALL CONFORM TO ASTM D994 OR D1751, AND SHALL BE MANUFACTURED BY W.R. MEADOWS, INC., ELGIN, ILLINOIS; OR EQUAL. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MFR'S RECOMMENDATIONS. 15. NON- SHRINK GROUT SHALL BE "MASTER FLOW 928" NON- SHRINK NON- METALLIC GROUT AS MANUFACTURED BY MASTER BUILDERS CO., CLEVELAND, OHIO OR APPROVED EQUAL. GROUT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 16. PROVIDE HEADED CONCRETE ANCHOR STUDS (HAS), OR DEFORMED BAR ANCHORS (DBA), OR THREADED ANCHOR STUDS (TAS) AS REQUIRED AND AS MANUFACTURED BY NELSON STUD WELDING COMPANY OR KSM FASTENING SYSTEMS DIVISION OF OMARK INDUSTRIES. 17. ADHESIVE ANCHORS OR REBAR DOWEL ADHESIVE ANCHORS SHALL BE ITW RAMSET /RED HEAD EPCON SYSTEM CERAMIC 6 EPDXY ANCHORS OR APPROVED EQUAL. 18. SPECIAL INSPECTION SHALL BE PROVIDED DURING INSTALLATION OF ALL CONCRETE ANCHORS. CONTRACTOR SHALL COORDINATE ANCHOR INSTALLATION SCHEDULE WITH OWNER AND ENGINEER. CONCRETE SAWCUTTING 1. CORNERS OF NEW OPENINGS IN EXISTING CONCRETE WALLS OR SLABS SHALL BE CORE DRILLED AS REQUIRED TO PREVENT OVER SAWCUTTING. OVER SAWCUTTING SHALL NOT BE PERMITTED. COVER 3" 2" STRUCTUR STEEL L ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A.36. EXCEPT FOR STEEL PPE WHICH SHALL CONFORM TO ASTM A50 OR A53 TYPE E OR S. GRADE B. STEEL TUBES WHICH SHALL CONFORM WITH ASTIR A500 GRADE 8. AND STEEL WF BEADS AND COLUMNS SHALL CONFORM TO AS TM A572 JRAD;E 50 WITH SPECIA,. REQUREMENTS PER RISC TECHNICAL BULLETIN '3 DATED MARCH 1997. 2_ ALL STRUCTJRAL STEEL SHALL BE FABRICATED AND ERECTED IN CONFORMANCE WITH THE LATEST EDITION OF THE AISC MANUA, OF STEEL CONSTRUCTION. 3. ALL BOLTS SHALL BE HIGH STRENGTH BOLTS AS FOLLOWS UNLESS OTHERWISE NOTED A NON - MOMENT RESISTING CONNECTIONS: Yll DIA A32SN BOLTS B. MOMENT RESISTING CONNECTIONS: 41" DIA A325SC BO :_TS (LOAD INDICATING WASHERS REOD) 4. BOLTS INDICATED AS MACHINE BOLTS (MB) OR ANCHOR BOLTS (AB) SHALL CONFORM TO ASTM A307 UNLESS OTHERWISE NOTED. 5. ALL HIGH STRENGTH SLIP - CRITICAL (SC) BOLTS SHALL HAVE CARBONIZED WASHERS UNDER TURN,NG UNIT AND SHALL BE INSTALLED IN ACCORDANCE WITH PARAGRAPH 894), "DIRECT TENSION INDICATOR TIGHTENING" O= THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A49C, AS APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL. CONNECTIONS AND ENDORSED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. LOAD INDICATOR WASHERS (LIW) AS MANUFACTURED OR LICENSED BY COOPER CONSTRUCTION OR APPROVED EQUAL SHALL BE USED AS THE AUTHORIZED DIRECT TENSION INDICATOR. 6. ALL JOINT CONTACT SURFACES FOR BOLTED CONNECTIONS SHALL BE CLEAN AND FREE FROM OIL AND PANT UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED TO MAINTAIN PLUMBNESS AND STABILITY DURING ERECTION. 8. CONTRACTOR SHALL SUBMIT STRUCTURAL STEEL SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 9. ALL ANCHORS WELDED TO STEEL PLATES OR ANGLES THAT ARE EMBEDDED IN MASONRY OR CONCRETE SHALL BE DEFORMED BAR ANCHORS (DBA) IN CONFORMANCE WITH ASTM A496 OR HEADED ANCHOR STUDS (HAS) WELDED TO PLATE OR ANGLE. '10. DEFORMED BAR ANCHORS (DBA) AND HEADED ANCHOR STUDS (HAS) SHALL BE MANUFACTURED By NELSON STUD WELDING COMPANY OR KSM FASTENING SYSTEMS DIVISION OF OMARK INDUSTRIES. 11. COMPOSITE STRUCTURAL STEEL BEAMS HAVE BEEN DESIGNED FOR AN "UNSHORED CONDITION' DURING CONSTRUCTION. HOWEVER, IT IS NOTED THAT STEEL BEAMS WILL DEFLECT UNDER WET CONCRETE LOADS AND RELATED DEFLECTION WILL RESULT IN MORE CONCRETE REQUIRED THAN THAT BASED ON UNDEFLECTED GEOMETRY FROM PLANS. CONTRACTOR SHALL HAVE, AT NO ADDITIONAL COST TO OWNER, THE FOLLOWING OPTiONS: A. PROVIDE ADDITIONAL CONCRETE AS REQUIRED B. PROVIDE SHORING OF BEAMS DURING CONSTRUCTION 12. STRUCTURAL STEEL MEMBERS SHALL BE SHOP PRIMED WITH A RUST INHIBITIVE PRIMER AS SPECIFIED UNLESS OTHERWISE NOTED. STRUCTURAL WELDING 1. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS AND SHALL CONFORM TO LATEST EDITION OF ANSI /AWS D11. ALL WELDS SHALL BE PERFORMED WITH E70XX ELECTRODES OR EQUAL. ALL BUTT JOINT WELDS SHALL BE FULL PENETRATION WELDS (TYP UON). 2. WELDING PROCEDURE QUALIFICATIONS AND WELDER QUALIFICATIONS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO STARTING THE WORK. 3. NON DESTRUCTIVE TESTING OF WELDS SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.) EXCEPT SECTION 5.7.1 SHALL BE REPLACE(' WITH THE FOLLOWING: ,HE OWNER RESERVES THE RIGHT TO USE ANY NON DESTRUCTIVE WELD TESTING METHOD, INCLUDING RADIOGRAPHIC TESTING, TO VERIFY THE SOUNDNESS AND QUALITY OF WELDS. IN ADDITION, FREQUENCY OF WELD TESTING MAY BE INCREASE AT THE OWNER'S DISCRETION WHERE POOR WELDING WORKMANSHIP IS ENCOUNTERED." 4. AS A MINIMUM, WELDED STEEL CONNECTIONS SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE AS FOLLOWS: A. STRUCTURAL WELDS SHALL BE 100/ VISUALLY INSPECTED. B. COMPLETE ° ENETRATION WELDS IN JOINTS AND SPLICES SHALL BE 100/ ULTRASONICALLY OR RADIOGRAPHICALLY TESTED. C. PARTIAL PENETRATION WELDS IN COLUMN SPLICE JOINTS SHALL BE 100/ ULTRASONICALLY OR RADIOGRAPHICALLY TESTED. 5. WHEN APPROVED, THE NONDESTRUCTIVE TESTING RATE FOR AN INDIVIDUAL WELDER OR WELDING OPERATOR MAY BE REDUCED TO 25 PROVIDED THE REJECT RATE IS DEMONSTRATED TO BE 5 PERCENT OR LESS OF THE WELDS TESTED FOR THE WELDER OR WELDING OPERATOR. A SAMPLING OF AT LEAST 40 COMPLETED WELDS FOR A JOB SHALL BE MADE FOR SUCH REDUCTION EVALUATION. 6. ALL WELDS FOUND DEFECTIVE SHALL BE REPAIRED AND /OR REPLACED AND RETESTED FOR ADEQUACY AT THE CONTRACTOR'S SOLE EXPENSE. 7. CONTRACTOR SHALL UTILIZE NECESSARY WELD PROVISIONS AS REQD TO PREVENT DAMAGE TO CONCRETE FROM FIELD WELD OPERATIONS INVOLVING EMBEDDED PLATES, ANGLES, AND OTHER MEMBERS. 8. PRIMER PAINT SHALL BE HELD BACK 3- INCHES FROM ALL CONNECTIONS TO BE FIELD WELDED. JOINTS SHALL BE FIELD PRIMED AFTER SUCCESSFUL COMPLETION OF ALL TESTING AND INSPECTION. 9. TEMPERATURE OF EXISTING STEEL MEMBERS SHALL NOT EXCEED 650 DEGREES FAHRENHEIT DURING REQUIRED "IN- PLACE" FIELD WELDING OPERATIONS. CONTRACTOR SHALL PROCEED IN A MANNER, AND SHALL USE TEMPERATURE CRAYONS DURING ALL WELDING OPERATIONS, T O ENSURE EXISTING STEEL MEMBER TEMPERATURES LIMITS ARE NOT EXCEEDED. ME TA/ DECK= 1. ALL METAL DECK SHALL MEET REQU EMENTS OF TIE STEEL DECK INST'TuJTE (S Di.) FOR WOE RIB DECK METAL DECK MANOF ACTURER SHALL BE A MEMBER OF S_D.1. 2. ALL METAL DECK NELDNG SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH ANS: /AWS D1 3. 3. CONTRACTOR SHALL NOTIFY ARCHITECT AND ENGINEER 48-HOURS PROP T O APPLICATION OF ROOFING MATERIAL IN ORDER TO OBSERVE METAL DECK ATTACHMENTS. 4. METAL A525, CLA DECK, SHALSS L BE G50. ZINC COATED IN CONFORMANCE WITH AB, A.3. ACI ADDTL, ADDT'L ADJ AFF, A.F.F. AJSC ALLOW ALTN ALUM, AL APPRCX ARCH AWS B.O. B.U. BLDG BM BOT BRE, BTWN C C TO C CJ CJP, CP SPECIAL INSPECTION 1. SPECIAL INSPECTION WI BE PROVIDED BY OWNER ON ALL REINF RoED CONCRETE, REINFORCED MASONRY, H GH STRENGTH BOLTS, STRUCTURAL STEEL WELDING, METAL DECK WELDING, CONCRETE ANCHORS, AND CONCRETE ADHESIVE ANCHORS IN ACCORDANCE WITH 1997 UBC CHAPTER 17. CL CLR CMU COL CONC CONN CONT COORD CTR CTRD DBA DIA DIM DIR DO DTI DWG, DRWG EA EF EJ, EXP JT EL ELEC ELEV EMBED ENGR EQ EQ SP EQUIP EW EXST EX TER FD FDN FF, F.F. FG, F.G. FLR FRP FIG FV GA GALV HAS HORZ, HORIZ STRUCTURAL ABBREVIATIONS ID, I.D. INTER INTERM JT L LIW LLH LLV LNTL LONG MACH MFR, MANE MFR'S AMERICAN WELDING SOCIETY MAX BOTTOM OF BACKUP BAR Bl !LD'NG BEAM BOTTOM BEARING BETWEEN CHANNEL CENTER TO CENTER CONSTRUCTION JOINT OR CONTROL JOINT COMPLETE JOINT PENETRATION (WELD) CENTERLINE CLEARANCE CONC MASONRY UNIT COLUMN CONCRETE CONNECTION CONTINUOUS COORDINATE CENTER CENTERED DEFORMED BAR ANCHOR DIAMETER DIMENSION DIRECTION DITTO, REPEAT SIZE ABOVE DIRECT TENSION INDICATOR DRAWING EACH EACH FACE EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR EMBED,EMBEDMENT ENGINEER EQUAL, EQUALLY EQUALLY SPACED EQUIPMENT EACH WAY EXISTING EXTERIOR FLOOR DRAIN FOUNDATION FINISH FLOOR FINISH GRADE FLOOR FIBER REINFORCED PLASTIC FOOTING FIELD VERIFY GAUGE GALVANIZED HEADED ANCHOR STUD HORIZONTAL ANCHOR BOLT AMERICAN CONCRETE IN_ TITUTE ADDITIONAL ADJACENT ABOVE FINISH FLOOR AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALLOWABLE ALTERNATE ALUMINUM APPROXIMATE ARCHC ECTURAL MB MECH MIN NIC NO. NTS 0 TO 0 OC, O.C. OD, O.D. OPNG OP° PJP PERIM PJF PL PLCS PRIM RDAA REINF READ, REQ'D SCHED SH, SHT SIM SOG SPA SPCS SPEC SPECD, SPEC'D SPECS SQ SST STD STIF STL STRUCT SYMM TAS T &B THK TS T.O. TOC, T.O.C. TOE TOS, T.O.S. TOW, TW TRANS, TRANSV TYP UBC UNIF UON,U.O.N,UNO VERT W/ WF WS, W.S. WWF NOTE: FOR ABBREVIATIONS NOT LISTED, SEE A R_VIATIONS FOR USE ON DRAWINGS AND TEXT" PUBLISHED BY THE AMERICAN 'AL STANDARDS INSTITUTE INC. (ANSI). VOX OG Z 0 :Qr0 ‘14. 'Th D,-iDDD s�t1�V� a INSIDE DIAMETER INTERIOR INTERMEDIATE ,DINT ANGLE LOAD INDICATING WASHER LONG LEG HORIZONTAL LONG LEG VERTICAL LINTEL LONGITUDINAL MACHINE MANUFACTURER MANUFACTURER'S MAXIMUM MACHINE BOLT MECHANICAL MINIMUM NOT - IN- CONTRACT NUMBER NOT TO SCALE OUT TO OCT ON- CENTER OUTSIDE DIAMETER OPENING OPPOSITE PARTIAL JOINT PENETRATION (WELD) PERIMETER PREMOLDED JOINT FILLER PLATE PLACES PRIMARY REBAR DOWEL ADHESIVE ANCHOR REINFORCE, REINFORCING REQUIRED SCHEDULE SHEET SIMILAR SLAB - ON -GRADE SPACING SPACES SPECIFICATION SPECIFIED SPECIFICATIONS SQUARE STAINLESS STEEL STANDARD STIFFENER STEEL STRUCTURAL SYMMETRICAL THREADED ANCHOR STUD TOP AND BOTTOM THICK, THICKNESS TUBE STEEL TOP OF TOP OF CONCRETE TOP OF FOOTING TOP OF STEEL TOP OF WALL TRANSVERSE TYPICA.,_ UNIFORM BLDG CODE UNIFORM, UNIFORMLY UNLESS OTHERWISE NOTED VERTICAL WITH WIDE FLANGE BEAM WATERSTOP WELDED WIRE FABRIC - I REID REVIEWED ` REND MIDDI_ETON INC. • " LA J J U 0 SHEET NO C O U J W Cr 2 S.1 1 Cf) a- Q (J) Co NC n, DATE a(voo REMARKS RE7 :ScoNS Fi RA, CI-ECK COWAN'S DRAWING T,1 ERAL STRUCTURAL NOTES AND ABBREVIATIONS DRAWN PY LAHT CHECKED BY KBSG DATE 25FEBOO SCALE. 1/8".1'-0" JOB YO 99133 a C 6-5 ' - - -;� CC N 8.5.'r - -- CIO N j . - - - 11' -S% - 1 2 . - 0 " 18' -0" 24' -0" 6 ", ELEVATOR PIT, SEE l � � I S.4 11 I 1 - T; BP do I II • Lip •t :..: - W10x68 SLEEPER (TYP UON) 24' -0,. 24' -0" ® T.O. EXST CONC SLAB I ON GRADE EL 0' -0" E -51 E9) F.3 I L 1 FIRST FLOOR FOUNDATION PLAN 24' -0" . -L,.. f 1 4- 23' -5'/2" –� -- -- # ( _ . - I . F 9` I• W'Ox68 SLEEPER — aNVERTED BRACED FRAME ABOVE, SEE SHEET S.4 (TYP) PLAN NOTES 1. FOR GENERAL STRUCTURAL NOTES. SEE SHEET 5.1. 2. ALL DMENSION: ARE TO CENTERLINE OF MEMBERS, BACK FACE OF CHANNEL MEMBERS, OR FACE OF WALL (TYP LON). COLUMN'S SHALL BE CENTER =D ON GRID LINES UNLESS OTHERWISE NOTED. 3. FOR TYPICAL STEEL FR4MINO CONNECTIONS, SEE SHEET S.5. 4. COORDINATE SIZE AND LOCI ' N OF %.L_ FLOOR PENETRATION'S W.T-I ARCH. MECH, ANC E EC DRAWINGS. 5. I BF i INDICATES BRACE' FRAME LOCATION. SEE SHEET S.4 FOR ELEV'ATICNS- OCTO Aibo 200j 0 r I �. AREA 1B AREA 2B REVIEWED REID MIDDIETON, INC. U Co Co 0 n) .4 ■ O N z C E W 0 E 4— CO a) SHEET NO v y z C a- E 0 V C 0 V J W CC H 2 "tic _ _ W 0 S.2 C") NO DATE 3/1/00 REMARKS f ' :ISIONS vgi C:'1' R_AN CHECK COM.e S DRAYWNG TITLE FIRST FLOOR FOUNDATION PLAN M • UZY N 1/4"x6 "x11" PL I32 18" c.c. SEE NOTE 12 * V tD tt7 UD N LCY D N tr -5 12•-0" 0012x'4 4',2x14 W 16x31 W12x14 cD W12x14 416x3 i �+--� BF W12x14 W12x14 BF '/4 V WF BEAM PER PLAN x7 LC) , 1 W > ° W m 0012x14 W12x14 I X 3 1 '008x10 I 1 W14x22 ,, ,- . 2'-3" cTYP E.S. A 2x '4ts r 2x14 -r 0012x14 cc W12x14 W'2x W 12x14 . W12x14 W12x14 3 W12x14 r �. w W12x14 • 3 SECTION A (DECK NOT SHOWN FOR CLARITY) AT GRIDS D.7 -F.3 i EDGE OF METAL -j-. DECK (TYP) 1► 1 00"4x22 W12x' * 124( 1 4 • W12x14 .' , W12x14 18' -0" 24• -O" • W12x W12x14 A d • W14x22 MOMENT CONNECTIO SE W12x14 W12x14 TS COLUMN -- CONNECTION ( � NTS BF O • . , C00 . • 0 C 6" TYP 6'-6" TYP 0 r (0 D7 GRID W14x22 W14x22 • h '4x22 W14x22 • W14x22 • W16x40 SEA NOTE 11 (TYP) • • o W14x22 W14x22 W16x ,o O' to W14x22 3 W14x22 W14x22 o • . 0 • . v- . • x x 0 _ to W14x22 3 x to • 3 10 .0 Q w co tD co x 3 3 1 /4 "x6 "x11" PLATES 12" c.c. MC10x33.6 TYP EA. SIDE OF TS COLUMN 24' -0" 2'-0•" (TYP) - SEE NOTE 12 •4 x�2 . • W14x22 , W14x22 j W14x22 . W12x14 W14x22 W14x22 W14x22 • W14x22 ' :W14x22, W14x22 W14x • • • oP W14x22 9� E -5 24. -0" 24'0" W W14x22 00 W14x22 W14x22 . , W14x22 EXST • COLUMN, ° • • ° • ° v .•a- • SEE NOTE � • 3 (TYP 8 PLCS) • 0012x14 `� t b • t D 00'14 x22 W14x22 • 3 W14x22 W14x22 • ,�0 8 W14x22 W14x22 W14x22 1 SECOND FLOOR FRAMING PLAN -1 " T.O. STEEL EL 12' -7 T.O. FIN FLOOR EL 13' -0" CC WF BEAM PER PLAN C O 0 • . Q m i to x. � W14x22 C=, SECTION A (DECK NOT SHOWN FOR CLARITY) 7/ „...--IMETAL DECK WITH I CONC TOPPING IT Y P ;SEE NOTES 6, 8 & 9 0014x22 Wr'2x'4 W16x26 5 W14x22 ••4x22 ►'14x22 . '. W12x14 . ▪ . • W14x22 o. • w. • 0 • t0 • 0014x22 W12x14 .EXTENT OF ADDED --METAL .DECK SLAB REBAR AT EA SPAN (TYP) GIRDER LINE. SEE W14x22 ' W W14x22 • S.6 • 0 0 •0 . . x X n ' , x• co ' . co co • • W14x22 W14x22 oI/- 0 - BEAM SPLICE j - _ t r '(TYP) • • W1,4x22 W14x22 ' � U • • N . N r h 3 W14x22 •' 'W14x22 W14x ) .W 1 ? • • W'2 x '4 0012x14 • W12x14 Y 1 lL m 6 -12 W12x14 0012x14 S.6 TYP E.S. AT GRID D.4 118 -0" ' 23•-5/2" .to tV S 5 2 W IZx14 \I W16x26 I i o DECK SUPPORT, 4 ? 1 SEE N co W16x26 ' W16x26 NTS W14x22 6" TYP W12x14 W12x14 'W ▪ W14x22 ►7 .� N x . co c0 W•4x22 3 • W1 4x22 (0 . (N AD �• •• CD • .W14x22 3 ca . •W14x22 • W16x26 BF I • 5' -0" TYP to N CD TS COLUMN 2' - 6" 6 - 9 ; 4 ---SEE NOTE 12 (SIM) CONNECTION � MC10x33.6 TYP EA. SIDE OF TS COLUMN PLAN NOTES 1. FOR GENERAL STRUCTURAL NO SEE SHEET 5.1. 2. ALL DIMENSIONS ARE TO CENTERLINE OF MEMBERS. BACK FACE OF CHANNEL MEMBERS, OR FACE CF WALL (TYP UON). COLUMNS SHALL BE CENTERED ON GRID LINES UNLESS OTHERWISE NOTED. 3. STEEL BEAMS SHALL BE EQUALLY SPACED AS SHOWN BTWN GRID LINES OR DIMENSIONS SHOWN .TYP UON) 4. FOR TYPICAL STEEL FRAMING CONNECTIONS. SEE SHEET S.3. 5. COORDINATE SIZE AND LOCATION OF ALL FLOOR PENETRATIONS WITH ARCH, MECH, AND E_EC DRAWINGS. FOR ADDTL DECK SUPPORT FRAMING REOD AT FLOOR PENETRATiONS NOT SHOWN, SEE TYPICAL METAL DECK DETAILS. SHEET S.6. 6. TYPICAL EDGE OF DECK DIMENSION IS 4" OFF BEAM CENTER LINE UNLESS OTHERWISE NOTED. FOR METAL DECK AND CONC TOPPING DETAILS. SEE SHEET S.6. 7. ALL FRAMING MEMBERS AT THIS LEVEL SHALL RECEIVE )4 "DIAx3" LONG SHEAR STUDS AT 12' ON CENTER. SEE DETAIL 3 ON SHEET S.6. 8. METAL DECK SHALL BE 2" "W2 FORMLOK" x20 GA AS MANUFACTURED BY `. ERCO MANUFACTURING CC OR APPROVED EQUAL. STEEL SHALL BE ZINC COATED, CONFORMING TO ASTM A525, CLASS G50. MIN BEARING CF METAL DECK ON SUPPORTS SHALL BE 2 INCHES UNLESS OTHERW'SE NOTED. METAL DECK UNITS SHALL BE CONTINUOUS OVER THREE OR MORE SUPPORTS WHERE POSSIBLE. WHERE METAL DECK JNITS ARE NOT CONTINUOUS OVER T -:FEE CR MORE SPANS, CONTRACTOR SHALL FOLLCW DECK MFR RECOMMENDA T ;ONS REGARDING SHORING. ATTACH METAL DECK AT PERP_NDICULAR SUPPORTS WITH 4 -74 ' DIA PUDDLE WELDS PER 36' WILE SHEET UNLESS OTHERWISE NOTED, AND AT PARALLEL SUPPORTS ALONG PERIMETER WITH 3 ' ; ' PUDDLE WELDS AT 12" GC. WELDS ARE NOT REC•r'D WHERE LOCATION COINCIDES WITH WELDED SHEAR STJC. _iDELAPS SHALL BE AT ACHED BY BUTTON - PUNCHING AT 3' -0" OC UNLESS OTHERWISE NOTED. 9. CONCRETE TOPPING SHALL BE 2V2" LIGHTWEIGHT CCNCRETE AS SPECIFIED ANC SHALL HAVE A MIN 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSF UNLESS OTHERWISE NOTED. CONCRETE TOPPING SHALL BE REINFORCED W T H FIBROUS REINFORCING UNLESS OTHERWISE NOTED. FIBROUS REINFORCING SHALL BE 100 PERCENT POLYPROPYLENE FIBROLATED FIBERS. APPLICATION SHALL BE MINIMUM 2 LBS PER CUBIC YARD OF CONCRETE B" VOLUME. FIBROUS REINFORCEMENT SHALL BE "FIBERMESH" AS MANUF BY FIBERMESH, 4019 INDUSTRY DRIVE, CHATTANOOGA, TENNESSEE, 37416 (423) 892 -7243. COORDINATE CONC MIX DESIGN WITH FIBERMESH MANUFACTURER. A10. PROVIDE BLOCK OUT WITH 1 " PREFORMED JOINT FILLER ALL AROUND EXST TS COLUMNS. 11. PROVIDE ADDITIONAL REBAR IN DECK SLAB AT CANTILEVERS PER DETAILS 4 AND 6 ON SHEET S.6. 12. PREPARE OVERHANGING GIRDER TO RECEIVE FUTURE W16x GIRDER (TYP ALONG GRID 6.5). SEE DETAIL 7 ON SHEET S.5 (DETAIL 5 ON SHEET S.5 AT SIM). 13. I BF I INS ICATES BRACED FRAME LOCATION. SEE SHEET S.4 FOR ELEVA T ONS. REVIEWED REID MIDDLETON. INC. I J l 11 MAR 1 3100 • c r'r'4 0 E 0 V C 0 L V 1 J W I i LU ^^ NO DATE 3;2/00 REMARKS REVISIONS PER clrr PLAN 0-ECK COMMENTS REVISIONS PER Ci TY BACKCFECK DRAVANG TITLE SECOND FLOOR FRAMING PLAN DRAG 4 BY LAHT CHECKED BY KBSG DATE 25FEBOO SCALE 8 JOB NO 99133 SHEET NO S.3 DRAWN BY LAHT CHECKED BY KBSG DATE 25FEBOO SCALE AS NOTED JOB NO 99133 I 0 0o NE* TS COLD (TYP ATI ` 1 J PIERS) SEE NOTE 2 (TYP) (SI . 2 SECTION • I EXST COLUMN OVER EXST CONC PIER CAP ' _;- - (TYP) SEE NOTE 3 � (TYP) •5 @12" •5 @12" EW °C/ •5 @12" L� 2' -6" EXST 7" CONC SLAB mill — ADDT "L •5 ail REBAR DOWEL ADHESIVE ANCHOR WITH 41/2" MIN EMBED CHIP REMAINING MATERIAL AS REQ'D (TYPy . 9 -6'. NOTES: 1. COORD ELEVATOR PIT SIZE & LOCAT'ON WITH ARCH DWGS & ELEVATOR MFR. 2. SAWCUT & REMOVE PORTION OF EXST 7 - CONC SLAB ON GRADE AS REQ'D, SEE DETAIL 4 THIS SHEET. 3. (2) •5x2 -6" REBAR DOWEL ADHESIVE ANCHOR WITH 4/2" MIN EMBED (TYP AT EA PIER), SEE DETAIL 3, THIS SHEET. I/ MIN FACE OF CONC TO REMAIN 1 ELEVATOR PIT PLAN /B PARTIAL PLAN EXTENT OF SAWCUT AT CORNERS SECTION zd- 1/ / PROVIDE CORED HOLES PRIOR SAWCUTTING AT TO CORNERS D.2 I NEW TS COLUMN LIM TS OF - WALL F co HThi EXST PIER/ CAP SAWCUT AT CORNERS 3 NOTE: FOR DETAILS NOT SHOWN, SEE DETAIL 2, THIS SHEET 3 c s/ � EXST 7" CONC SLAB TO BE REMOVED •5x2' -6" REBAR DOWEL ADHESIVE ANCHOR, SEE PLAN 24 24 -6 BRACED FRAME ELEVATION AT GRID F.6 NTS \VN BRACED FRAME ELEVATION AT GRID D.2 NTS BRACED FRAME ELEVATION AT GRID 8.5 NTS (GRID 9.5 SIM) 24 -6N4" W16 COL FOR SEE -CL COL 5 46 \ 12 MIN 5 A6 / 12 MIN CONN, S.5 V2" PLx REQ'D 12' -0" D.7 18 ' - r' 24' -0" E.1 BRACED FRAME ELEVATION AT GRID 6.5 24' -6Y 1 51��� " 4? 4qkf:U 000. 4i l eooi 24' -0" 24'-6" TS6x6x /4 DIAGONAL BRACE (TYP UON) T. O. CONC DECK EL 13 -0" - - CE STEEL T.O. CONC EL 0' -0'' T.O. CONC DECK I - EL 13' -0" STEEL WF SLEEPER (TYP) SEE( S.5 \ I T.O. CONC EL 0'0" BRACED FRAME ELEVATIONS AT GRID 10.5 �- T.O. CONC DECK EL 13' -0" C STEEL i-- T0.CONC EL 0' -0" --T.O. CONC DECK EL 13'-0" • 4 T.O. CONC DECK EL 13 -0" - _S TEE_ ,---T.O. CONC E_ O' -O" t o REVIEWED REID MIDDLETON, INC. 0 I J NC DATE 3/2/00 REMARKS RE...SICKS PER CITY RAN CQ.3,p+TS DRAWING TITLE ELEVATOR PIT DETAILS 8 BRACED FRAME ELEVATIONS SHEET NO S.4 4 TYP BEAM CONNECTION SCHEDULE NOMINAL BEAM DEPTH, INCHES ROWS OF BOLTS BOLT DiA BOLT TYPE LENGTH (3) OF SHEAR TAB 33-36 10 Ye" A325N 2'-6'' 30 9 /8" A325N 2'-3'' 27 8 /a A325N 2 -0" 24 7 f 4 " A325N 1 21 6 Y4" A325N 1'-6" 18 5 Y4 . A325N 16 4 3'4 ' A325N 1'-0" 12-15 3 Y4 A325N 9" 8-10 2 ) A325\ 6" SCHEDULE BRACE L1 (MIN) L2 (MIN) L3 (MIN) PL TS6x6x 6 6 6 1/2' 99133 DRAM BY LAHT CHECKED BY KBSG DATE 25FE800 SCALE AS NOTED JOB NO 99133 ACCESS FLOOR WE SLEEPER - SEE NOTE (4) V DIA ADHESIVE GROUTED ANCHORS W/ 7" MIN EMBED (TYP EA END OF SLEEPER) ELEVATION SEE PLAN \ 3 A6 TS COL ELEVATION ALTERNATE GUSSET CONFIGURATION AT CON TRACTORS OPTION 1" MAX - (TYP) `•• Y4" DIA ADHESIVE GROUTED ANCHORS WITH 7" EMBED (10 TOTAL) CO-06 IMIA FP - Me PLAN TS COLUmN 2' NONSHRINK GROJT (TYP) ( : 31 4 DIA - AZ.',HES,VE GROUTED ANCHORS WTI/ MtN EMBED & LEVELING NUT ELEVATION 3 /6 V 1" TYP SIDES 316 • 1 COL 6" 1 TYPICAL COLUMN BASE . TS c_ PIER EXST PIER 1" M r EXST 7" CONC SLAB ON GRADE COLUMN TYPICAL COLUMN BASE AT WF SLEEPER T.O.S. EL SEE PLAN (TYP) SHEAR TAB CONN PL, SEE NOTE 2 & \ - 3 A" STIFFNER PL CTRL ON POST OF BM: 4 TOTAL) ,TYP EA SIDE ) DIA ADHESIVE ,T ROUTED ANCHORS 24 OC EF WITH 7" MIN EMBED NOTE: SLEEPER TO BEAR DIRECTLY ON CONC SLAB, ADD FLOWABLE GROUT ONLY WHERE REQ'D FOR FULL BEARING --- 1/2" PL x WF BEAM WIDTH x REQ'D WITH ( 4 ) 1/2" A325N BOLTS 4 /2" PL x WE BEAM WIDTH x REQ'D WITH (4) Y2 A325N BOLTS z S 1 0 — --EXST CONC PIER OR SLAB 7k TS COLUMN SHEAR TAB WF BEAM WHERE REQ'D, SEE PLAN NOTES: 1. METAL DECK & CONC TOPPING NOT SHOWN. 2. AT LOCATIONS WHERE NO SHEAR TAB CONN IS REQ'D, PROVIDE 3 4 STIFFENER PL WITH 3 46 " FILLET WELD ON 3 SIDES. - WORK POINT NOTE: FOR DETAILS NOT SHOWN, SEE "TYPICAL CONNECTION" ON DETAIL 10 THIS SHEET C VON X YP 3" PLAN ALONG GRIDS 0.1 & F.9 L. COL SECTION 3 TYPICAL WF BEAM TO TS COLUMN CONN / 4 I BRACE ANCHOR CONNECTION TS COL Q COL EXST PIER BEYOND SECTION T.O.S. EL SEE PLAN (TYP) WF BEAM STIFFENER PLATE, SEE NOTE 2 TS6x6 DIAG BRACE (TYP) I /2 " PLxREQ'D CTRD ON BEAM W10x68 SLEEPER STIFFENER PLATE %" STIFFENER PL (TYP EA SIDE WF BEAM) — FULL BEARING NOT REQ'D TS COL -WF BEAM Y4 DA A325N BOLTS WITH SHORT SLOTTED HOR:Z HOLES IN BEAM (TYP UON) F GREATER THAN 3". USE ONE SIDE CONN AT DEEPER BEAM 1 kepi AT COPED 3 - - 8°L aitj V_ PAG UYP) trir 7 : AR TAB 51, • 1Well ar) £ 1 L 1/4 <T 1/4 OR CHANNEL "A1.4 (TYP) PL1/4"x9"x3'-0" LONG; INSTALL AFTER FLANGE WELDS ARE COMPLETE 3 V TWO SIDE CONN ONE SIDE CONN NOTES: 1. NUMBER OF ROWS IS EQUAL TO NUMBER OF BOLTS CONNECTING SHEAR TAB PLATE TO BEAM. 2. ALL FRAMING CONNECTIONS SHALL CONFORM TO SCHEDULE UNLESS DETAILED OTHERWISE ON FRAMING PLANS. 3. AT ONE-SIDE CONNECTIONS, EXTEND TOP OF SHEAR TAB PLATE TO UNDER SIDE OF BEAM TOP FLANGE AS SHOWN. 4. (.) INDICATES 3'' DIMENSION IS TYPICAL EXCEPT AS RECOMMENDED BY AISC FOR LARGER MEMBERS. 5. PROVIDE FULL HEIGHT SHEAR TAB AT COLUMN LOCATIONS. 5 T Y s P I C AL BEAM TO BEAM CONN 7 /8 DIA A325-SC BOLT WITH LOAD INDICATING WF 8E41 WASHER (TYP) (TYP) BEAM TO BEAM MOMENT CONNECTION WF BEAM I <CP (Ts P IN T&B r LG) NOTE: FOR SHEAR TAB DIMENSIONS & DETAILS NOT SHOWN, SEE DETAIL 5 THIS SHEET (TYP UON) PLY16" EA SIDE-' WITH/4" BOLTS, SAME NUMBER AS BEAM CONNECTION NOTE: SEE PLAN FOR SPLICE LOCATIONS 11 2'-0" (TYP UON) WF SEE PLAN 7 TYPICAL BEAM SPLICE Y2 " SHE AR TAB (TYP) TS COLUMN ( \ 's SEE NOTE 5 ( T Y P) WORK POINT - Ll, SEE SCHED 1" MAX (TYP) Li 1/4 Li TS6x6 DIAG BRACE (TYP) c_ BEAM--., - WORK POINT (TYP) TS COLUMN-' (TYP) 1" MAX -- L1, SEE SCHED GUSSET L3 4 WORK POINT (6) Y4" DIA ADHESIVE -} GROUTED ANCHORS W/ 7" MIN EMBED AND LEVELING NUT —3 0 0 i GUSSET PL, SEE SCHED G COLUMN WORK POINTj--.. (TYP) ELEVATION PLAN NOTES TS COLUMN AS RECD (6" MIN) 2" 2"COL 0 --f I TS COL 1/4 1/4 \ 1/4 TYPICAL CONNECTION ( METAL DEC!( DEC Vs CONC TOPPING Mb. AIN• 4•11 AD AR Aft AM AA qa A& WE BEAM TSEY6x1/4 DIAG BRACE \ (TYP (JON) SEE SEE PLAN 1. FOR MEMEER SIZES, DIMENSIONS, AND ELEVATiONS, SEE PLANS AND DETALS. 2. FOR BEAM & COLUMN CONN DETAILS NOT SHOWN. SEE DETAILS CN THIS SHEET pk TYPICAL BRACED FRAME ELEVATION \T 7 -TS6x6 BRACE , 4 s s> 1/4 IV L2 GUSSET PL ,---11/2" NON-SHRINK GROUT EXST 7" CONC SLAB ON GRADE OR CONC PIER - TS COL - Y4' • BASE PL TYP EA GUSSET PL 04> Q TYPICAL BRACED FRAME CONN NTS 'OCT " kb AR 1 5 N" u e00 L.1\115 'D 0010 MTL DECK W/ CONC TOPPING _1/ /2" STIFFENER ° PL (TYP EA SIDE --1" WF BEAM) - Q BEAM 5 /16 TYP 3 5 /I6 Pr SIDES SCHED PL x REQ'D CTRD ON BEAM • -S COLUMN WHERE SHOWN WF SLEEPER, • SEE PLAN WF SLEEPER,-. SEE PLAN ERECTION BOLTS Ai L2 L3 L2 NOTE: FOR TS DIAG BRACE SIZE, MIN WELD LENGTHS, AND GUSSET PL THICKNESS, SEE SCHEDULE ONr L2 10 T BRACE FRAME CONN • t COLUMN T.O.S. • SEE PLAN TS COLUMN 4 • NOTE: FOR SLEEPER CONN TO EXST CONC SLAB, SEE „v „,-- 5 F ... 0 EE R GROUT, WORK POINT ELEVATION AT WF SLEEPER 11.00 pe: 0.61) Q BEAM ----ERECTION BOLTS 1/4 N L3 1/4 V[3 V2 PL x REQ'D 1/4 V CONNECTION WITH CTR COLUMN REVIEWED REID MIDDLETON, INC. C E "t SHEET NO co C 0 1 8.5 0 NC DATE REMARKS VISIC:1* PER C.Tv AN 0-ECK COA•CNTS DRAWING PILE TYPICAL STEEL CONNECTION DETAILS DRAM BY LAHT CHECKED BY KBSG DATE 25FEBOO SCAL AS NOTED JOB No 99133 a • I /4'" BENT CLOSURE PL OFFSET SHE AR C 7.,RS AS REC T,iL DECK WeTH CONC TOPPING We BEAM, - SEE PLANS •4 x CONT CLP L4x4xi / L /2 "x (Mlr.) ANGLE BRACE A' 48 CC (MAX; EXTEND L TO BEAR — OVER 2 RIBS EACH SIDE OF OPENING MAXIMUM HOLE WI-HOUT REINF IS A HOLE THAT DOES NOT CUT A DECK VERT RIB (3)•4xREQ'D (TYP EA EDGE OF OPENING) I- 14 GA CLOSURE PL ALL AROUND 14 GA RENT PL --FUTURE 1 C ONSTRUCTION elF BEAM of YOND, SEE PLAN EDGE OF DECK ALONG GRID 6.5 2' -6" (TYP) c. T - 3' 4' TO 8" OVERHANG (4 " TYP UON) +4 x CONT (TYP) I /4" BENT CLOSURE PL (T` "a UON) 2" MIN — BRG (TYP) C3x4.1 �+ LAY HORIZ ON TOP OF DECK (TYP) /:b /.b TYPICAL 4'0" (TYP) S:iFFENER PL 3� V 3 < SIDES EA END DECK OVERHANG AT ELEVATOR SHAFT SEE PLAN FOR DIRECTION OF DECK --� ITYP Iz� 3 A6 /2-6 \ \UON ! w! <} V)C Z WELDED SHEAR CONNECTORS WHERE REQ'D, SEE PLAN (TYP) OR CHANNEL BEAM, SEE FRAMING PLAN (TYP) EDGE OF DECK TYPICAL EDGE OF DECK DETAILS +- 1 L 11 /2x1 1 /2x' /4 u I. iM WELDING IS THE SAME 1 DECK SPAN AS FOR LARGE OPENING - -�� —� DIRECTION SMALL FLOOR OPENINGS DECK SPAN DIRECTION C3x4.1 - -= 12-•4 EA SIDE OF OPENING W/ 2 "-6" EXTENSIONS LARGE FLOOR OPENINGS NOTES: 1. BARS PARALLEL TO DECK SPAN ARE TO BE PLACED IN THE DECK FLUTES. 2. FOR OPENINGS LARGER THAN 2' -0 ", SEE FRAMING Pt ANS. 3. 2 WELDS PER TOP OF EACH DECK FLUTE. 2 TYPICAL FLOOR DECK OPENING •4xCONT •4x4' -0" (TYP EA CORNER & EA REINF MAT) w Lai SEE NOTE 2 (TYP) COLUMN WHERE OCCURS, SEE PLAN METAL DECK W/ CONC TOPPING (TYP) •4x4' -O "6218 "OC CTRD ON BEAM M1 d 1 2" MINI BRG (TYP) ---� DECKING SPAN TRANSITION J 0 DECK PARALLEL TO BEAM :uk_LY SPACED SHEAR CO M 1 I - -FOR S TE _L BEAM. SEE PLR (TYP) BEAM ELEVATION H 1 PLAN A 38] IND'CATES EQUALLY SPACED SHEAR CONN "4x4' -0" 018" O.C. CTRD ON BEAM, SEE NOTE 3 AS READ SEE PLAN FOR STEEL BEAM, SEE PLAN (TVP) GIRDER ELEVATION I I 1 1 PLAN B TOP OF CONC c c „ S BEAM TOP FLANGE )4" DIA SHEAR STUD 3 TYPICAL WELDED SHEAR CONNECTOR ZT� � WELDED SHEAR CONNECTORS (TYP) STEEL BEAM (TYP) �-- COLUMN WHERE OCCURS. SEE PLAN NOTES: 1. IF EQUAL SPACING OF SHEAR CONNECTORS IS NOT POSSIBLE DUE TO DECK CONFIGURATION, STRUCTURAL ENGINEER SHALL BE NOTIFIED. 2. SHEAR CONNECTORS WELDED THROUGH METAL DECKING MAY BE SUBSTITUTED FOR TYPICAL METAL DECK PLUG WELD. 3. PROVIDE 1 -INCH CLEARANCE AROUND ALL WELDED SHEAR CONNECTIONS FOR PROPER EMBEDMENT. 4. PROVIDE ADDT'L SHEAR CONNECTORS TOWARDS BEAM SUPPORTS WHERE DECK CELL LAYOUT IS SUCH THAT UNIFORM DISTRIBUTION OF SHEAR CONNECTORS IS NOT POSSIBLE. FACE OF COL *4x4' -0 018" O.C. CTRD ON CJ CC NOTES: 1. METAL DECK AND BEAMS BY OTHERS; FOR SIZE NOT SHOWN, SEE PLANS. 2. CUT METAL DECK AS REQD OVER GIRDERS SO VALLEY OCCURS AT CENTERLINE OF GIRDER. .3. REINFORCING NOT REQ'D WHERE METAL DECK RUNS PERPENDICULAR TO BEAMS, EXCEPT WHERE NOTED ON PLANS. 4 :'T'' METAL DECK CONC SLAB RE I NF �^ DECK SHOWN PERPENDICULAR TO SUPPORT T . , - - FOR STEEL BEAM, SEE PLAN (TYP) FIRST POUR . COLUMN I /2 COL DIMENSION •4x CONT CTRD IN TOPPING SLAB C.J. PERPENDICULAR TO DECK SPAN FACE OF COL I FIRST POUR J COLUMN /2 COL *4x4' -0 018" O.C.— DIMENSION CTRD ON CJ IcY — J — *4x CONT CTRD IN TOPPING SLAB C.J. PARALLEL TO DECK BEAM BACK F ACE CHANNEL \ 4 FOR TYP EDGE -N OF DEC SEE�`\•1 r C8x11.5xCONT 3" PLxRE O'D SEE PLAN YP 3 p \ ES • t JL1i /2"x1` /2""xYib " (MIN) ANGLE BRACE AT 2'-6 " OC (MAY.) (TYP) SECTION (8) •4x2C' LONG (CTRD ON GRID 1C.5) 1 � W'6 BEAM ) 5 DECK SUPPORT DETAIL � %" PL xRE G'D — ALiGN WITH DECKLU'ES 6 ADDITIONAL SLAB REINF AT CANTILEVER BEAMS "ST • p 00. ZOGJ tit) v NE h <TYP ar of pVED1U MA R 1 5 N° pS N(f;i'J REVIEWED • REID MIDDLETON, INC. I U w a_ U co 0 NO DATE REMARKS REV isIoNS F93 CITY ?LAN OE'„F. coo... pJTS DRMMNG TIRE TYPICAL METAL DECK DETAILS SHEET NO S.6 SYMBOL ? DESCRIPTION SYMBOL ' DESCRIPTION FLEXIBLE DUCTWORK PETE'S PLUG ® ® WALL MOUNTED TEMPERATURE SENSOR 0 BALL VALVE D---- MOTORIZED DAMPER I BUTTERFLY VALVE - - 1 MANUAL VOLUME DAMPER Dd i GATE VALVE SPIN -IN FITTING pQ PRESSURE REDUCING VALVE L FL COMBINATION FIRE /SMOKE DAMPER *34 BALANCE VALVE - SFD I EQUIPMENT CALLOUT CHECK VALVE .. I TURNING VANES } pal GLOBE VALVE -0-1- I INTAKE OR EXHAUST 6 TRIPLE DUTY VALVE -- DIRECTION OF AIRFLOW THREE WAY CONTROL VALVE CEIUNG SUPPLY DIFFUSER TWO WAY CONTROL VALVE CEILING RETURN GRILLE SOLENOID VALVE CEILING EXHAUST GRILLE A GAS REGULATOR I SIDEWALL GRILLE PRESSURE RELIEF VALVE ES � DUCTWORK OR PIPE BREAK 0 B&G CIRCUIT SETTER VALVE. LINE SIZED f -------- 7 INTERNALLY LINED DUCTWORK S- CHILLED WATER SUPPLY UNE CWS -f FLOW DIRECTION CHILLED WATER RETURN UNE S- CWR -4 4 TEMPERATURE GAUGE CONDENSATE DRAIN UNE 5--- CD -4 ? PRESSURE GAUGE (LIQUID FILLED) DIESEL FUEL SUPPLY S-- FS -f TS TEMPERATURE SENSOR DIESEL FUEL RETURN S- FR -5 FS FLOW SWITCH 5 - - -- FV - - - -i DIESEL FUEL VENT 12" S.S. FLEXIBLE CONNECTOR DIESEL FUEL FILL (GRAVITY) S- FT -__ir MASON ELASTOMERIC VIBRATION CONNECTOR SOIL, WASTE, OR SANITARY SEWER 1 f SUCTION DIFFUSER, PROVIDE W/ BLOW DOWN VALVE W/ 3/4" HOSE CONNECTION VENT Y TYPE STRAINER, PROVIDE W/ BLOW DOWN VALVE W/ 3/4" HOSE CONNECTION �- DOMESTIC COLD WATER (CW) -5 K1 REDUCER DOMESTIC HOT WATER (HW) S- -f I I UNION DOMESTIC HOT WATER RETURN (HwR) - - - --S MANUAL AIR VENT MPG MEDIUM PRESSURE NATURAL GAS 5-- --f WATER HAMMER LOW PRESSURE NATURAL GAS S- G --f CAP F FIRE SPRINKLER LINE S-- -1 ® DOUBLE CHECK BACKFLOW PREVENTER PIPE SLOPE IN DIRECTION OF ARROW f f rLQ REDUCED PRESSURE BACKFLOW PREVENTER FLOOR CLEANOUT $ p LCD FLOOR DRAIN f A4 WALL CLEANOUT 1 0 f ❑ FLOOR SINK GRADE CLEANOUT I GCO • MECHANICAL DRAWING LEGEND RE: ALL ME C; -+A9! CAL AND P--IMB S IE E TS 0 GENERAL NOTES MECHANICAL AND PLUMBING SWEETS 1. ALL MECHANICAL EOU' uENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM MECHANICAL CODE ((AC). AND AL LOCAL & STATE CODES. 2. ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE UrtiFORM PLUMBING CODE (UPC). AND ALL LOCAL & STATE CODES. 3. ALL MECHANICAL AND PLUMBING EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. 4. MECHANICAL CONTRACTORS SHALL RECEIVE PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER BEFORE MAKING CUTS THROUGH ANY STRUCTURAL MEMBER. 5. MECHANICAL CONTRACTORS SHALL COORDINATE INSTALLATION WITH CONSTRUCTION SUPERVISOR AND WITH ALL OTHER TRADES TO AVOID CONFLICTS. 6. THE MECHANICAL CONTRACTORS SHALL VERIFY MOTOR VOLTAGES WITH THE ELECTRICAL DRAWINGS BEFORE ORDERING MOTORIZED EQUIPMENT AND CONTROLS. 7. SEE SHEET M5.1 FOR SCHEDULED CAPACITIES OF ALL MECHANICAL EQUIPMENT AND MATERIALS SPECIFIED. 8. ALL MECHANICAL EQUIPMENT MUST BE APPROVED PRIOR TO THE FINAL SUBMITTALS. ALL APPROVED MANUFACTURERS MUST BE CAPABLE OF MEETING THE REQUIREMENTS OF THE SPECIFIED EQUIPMENT. 9. THE MECHANICAL PLANS INDICATE RATED WALLS FOR LOCATIONS OF SMOKE AND /OR FIRE DAMPERS. REFER TO ARCHITECTURAL PLANS FOR EXACT RATING OF EACH WALL DESIGNATED. 10. RUNOUT AND HOOKUP SIZES TO INDIVIDUAL PLUMBING FIXTURE CAN BE FOUND ON THE PLUMBING FIXTURE SCHEDULES. SHEET P2.1. 11. PROVIDE REMOTE CEIUNG ACCESS BALANCE DAMPERS WITH CONCEALED CHROME PLATE COVERS FOR BALANCE DAMPERS LOCATED ABOVE HARD CEIUNGS. 12. ALL VALVES SHALL BE LINE SIZED UNLESS PROVIDED BY CONTROLS CONTRACTOR OR JTHERWtSE NOTED. 13. FIELD VERIFY EXISTING CONDITIONS PRIOR TO DEMOLITION OF ANY EXISTING MECHANICAL SYSTEMS OR PURCHASE AND /OR INSTALLATION OF NEW MATERIALS. 14. EXISTING MECHANICAL EQUIPMENT AND ACCESSORIES REMOVED UNDER THIS CONTRACT SHALL BE STORED BY THE CONTRACTOR. COORDINATE WITH THE OWNER ON WHICH ITEMS SHALL BE SALVAGED OR DISPOSED OF. 15. TENANT SHALL BE RESPONSIBLE FOR TAXES ON THE "OWNER PROVIDED" EQUIPMENT NOTED ON SHEET M5.' 16. SYSTEMS SHALL SEISMICALLY RESTRAINED PER THE LOCAL CODE REQUIREMENTS. DRAWING INDEX GENERAL MC1.1 Mechanical Cover Sheet FIRE PROTECTION FS1.1 Fire Sprinkler Plan - Area '1A' FS1.2 Fire Sprinkler Plan - Area '18' PLUMBING P1.1 Plumbing Floor Plan - Area '1A' P1.2 Plumbing Floor Plan - Areo '1B' P2.1 Plumbing Schedule /Details /Riser MECHANICAL M1.1 Overall Mechanical Floor Plan M2.1 Mechanic& Floor Plan - Area 'IAA' M2.2 Mechanical Floor Plan - Area '1AB' M2.3 Mechanical Floor Plan - Area 'MAC' M2.4 Mechanical Floor Plan - Area '1AD' M3.1 Chilled Water Piping Schematic M4.1 Mechanical Details M5.1 Mechanical Schedules r 4917 .gi APP�> ' VVV 0:;-.41L co n ,1po� 4 O a„ - z'?8 cc = A22 wam Z _ R a: C7 == 2 Z s" wAttZ =- 0 eu: cro o "' R € STAMP NO . A A A A A 0 A A 0 DATE 1E/MARKS DRAWING TITLE: MECHANICAL COVER SHEET DRAWN BY CHECKED BY: imp DATE: JOB NO.: SHEET NO .: 25JA N.T.S. 003 MC1.1 DRAWN BY: CEP CFA BY: CEP DATE: 25JAN00 SCALE: 118' =1'-0' JOB NO.: 3 a C5 - CE FIRE SPRINKLER CONTRACTOR SHALL BE UCENSED BY THE WASHINGTON STATE FIRE MARSHAL_ MOTE: THE FIRE SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED BY THE FIRE SPRINKLER CONTRACTOR. THIS PLAN INDICATES GENERAL PARAMETERS THE FIRE - SPRINKLER CONTRACTOR MUST DESIGN AND INSTALL BY_ THE ENGINEER/ARCHITECT RESERVES THE RIGHT TO MODIFY TEST VALVE LOCATIONS, CONDENSATE DRAIN LOCATIONS, ETC. DURING THE SUBMITTAL PROCESS. I FIRE SPRINKLER UNES ROUTED THROUGH 1 CEILING SPACES SHALL BE FULLY 11 COORDINATED WITH THE G.0 AND ALL • OTHER TRADES. CLEARANCE PROBLEMS I - ARISING FROM THE FAILURE TO COORDINATE _WILL BE THE FULL RESPONSIBILITY OF THE - FIRE SPRINKLER CONTRACTOR. • I If C;) ---;-19. _ - .= k am. �1/4:). :I I M I = Y`. . 1 / •'� -,' a HE FIRE SPRINKLER SYSTEM SHALL. BE DESIGNED TO MEET ALL THE STANDARDS FOR NFPA 13 AND FACTORY. MUTUAL. PLANS SHALL NOT BE CONSIDERED COMPLETE UNTIL THE LOCAL FIRE MARSHAL AND FACTORY MUTUAL HAVE BOTH APPROVED SUBMI'TED FIRE SPRINKLER PLANS) T . pl_ SIMINF I I i. e FIRE SPRINKLING PROTECTION FOR THE OFFICE /ADMINISTRATIVE AREAS SHALL ,,BE PROVIDED THROUGH THE EXISTING t , ; WET FIRE SPRINKLING SYSTEM. I ° .. ♦e - - ,� Q.► ♦s O V40-ir. +0 d0 �'e� ��rO♦► � 0• • ♦ ♦ e ♦ ° i�0 � ° io�e�e e e ♦ i� ♦ ee e ♦eee TE BD THE O � °e ' �' , � ' � ► + '�� i +e i I° ei� e♦♦ ® e+O HATCHED AREAS SHALL BE e • ♦ , ♦ e /44$0 :: ee + � ♦d,�e ♦� e r��e , ♦ a���e4 e . ROVIDED WITH AN FM 200 FIRE e ° e +� �►� �eeee�e e♦�e e � ® e e ry °, ♦ ♦�a,,a a �� s � �, e e �i SUPPRESSION SYSTEM IN ADDITION \ , e +e ® ♦ + �eee ♦ °�� ° ��e` ♦ ®� + e ��r aeeee a ♦ ♦d ♦♦ a ♦ � �aee TO THE PRE - ACTION SYSTE * �► ♦ O e ♦e Oe ♦♦9 #o + ♦ ee �a eae® 4 i o IeeeO� +eaaaO� ee��►a ee 0 ai► ®O eee �e ♦ ee j .. ♦a ♦O / ♦e�'e ° ° �' ° ° ® O `�♦ ♦ � d e e ® e ♦ e a s e s ♦� . - a + e�� ` � ®�,�ae�e + i + ♦ +i + � �Q► 0 e , �� + ee e •44A .�4*�±• w♦ eo we ♦ # 0♦4t4 ��� .e :i♦0� :0 ® ♦ 46 ♦4 li ee ee♦ ' mac► ♦ ♦ �► a j ♦iie � e� ' ♦ e` ? ♦� ♦v4e4 ; i"� ♦♦ �.a+♦ #414 v "v' _ '4 ♦ OO 1r �i ♦ed, , d oe O ee ♦ ° ® �de + , , ®► i� ® � ♦eee o 0° �► e 0 r � o oe o e�i ♦� °i °s +� + . e + e +Q + o + + ®�a ♦ oae �a O�e f 40 4 4 4 1 + 4 e♦ ♦O 4' ee . , e +� a o°r a ♦O o♦, �. °e +o+o ®o +�►�� ® ®���'� +'�► °a + a� o + o e �i e ♦ e ♦e,� � + + e � � o o e e� ♦ ® ♦° o ♦ e + ��, e ♦o � � o� ♦e ♦o ♦ dose . °'►♦e ♦o ®o °♦ 4 i� ♦♦ O�®� a ♦i � � o e�. oe a ae ♦♦♦ ♦ b Q 4 0 �° 4 ♦e ♦ ♦ ♦O4 er0� i - e Y ♦♦ e N e ♦ e44:ie*ti ei♦) ♦d� � ♦ � °�� ♦ ♦e� ��e� O ® eeo ♦ + e 0�' ,►� eye o ii o �+ o �� ' � � `�� °� + oo� a + o oi + + a + °. ♦ ® o e ♦ ♦ �o ��o e...* ♦♦ a ♦e♦♦♦ 1 4 V:4 o♦, ° l +�►00♦0o 4.)444 Oo♦♦+e `fir o♦ e♦ 44 4. �o'��� ♦eoei�ei +�'��'�d� a + ♦ +e+♦ ° �►o ♦ e e�° ,�' a ♦ ��. o�►e0 ♦ ♦ ° ♦+e� o e ♦o , . ; : V' . - 4►♦ 4 1. ♦.♦ � 44 :40 �1 4074 o.-. °o� �.4•�* �I�•i�ote+ + : ei� . : .�:d.o e � e e�o+ @:�+ 4 ..,a$_ T _ _ ♦00a` O ��� a� �o��i e e �► o�� f►eOO e de oo . o � ♦ ���� ee� � . 00 _d2►♦ �� �® ®,.�♦w� 4 •.�� e +•4♦". _ e os �. i � eo e .e� e ,� e e ry� a e s a �,♦ : s _°I�a - _ _ _ -_ - . . ,�► ago ow �� ° Dim ear o o e �d�ii�® e� ♦eo��, e�� ®o�����►♦ eoo�if�e�oo ♦i ° o's - �� eoe� ♦ +.�.� -o+ + ® 404 0 ♦ d'�o ` o♦ e '�a♦e � #44%, ♦ooe� on o + i + ♦ + 0 + � oea + ♦� ► i + ♦o W 4 A , * s e4 ♦�o ♦�i ♦� + ♦ + a + e + +o ♦ ♦+i 4 • ♦ °�ao ♦OO♦o♦ +. i ♦ oo eo � oao oee ♦ ee. °e ♦o 440 4e ♦♦ o o •► '�► e0 0 0 s o+ 4 0 ee e *• * + oo oe ,4*��e � �► , 4 , a OO �► . 0 +♦♦♦ ♦ +o# 4 ♦ e . e *V 41 ♦- . +♦ o' ® , . e a o ♦ ♦ ♦ ♦� oy ♦ eo oei♦®. a d. v , w ,.♦♦vv. * . ♦♦ + e+ e + + ♦ + e`•;}+� ♦ ♦ + e + O + ♦ f � e ' e+ �t+0�►a ®���- �: � i ,�!wee ��'.�.�oe�e:! �o • ®� ♦ +i� ® ♦�►�eee o� o e + e e :� -� O ��i► e �r � eWN 4 , oe!_ ee a ®e �►� !4 ♦♦ ®� r e o,�o° 0 oe ...e41. e 4ro +e- °♦o, ,�+ • � �e ♦ ♦ i e '� i�i�O + e��o ° o ♦ \ \ > , t X , e�'� . o.e Q� f ♦ ♦e ' \ THE PRE - ACTION FIRE PROTECTION e�� FI SPRINKLING PROTECTION a ♦�O ♦ ®'�, °e`er ♦ � a ♦ e ��I SYSTEM SHALL IN AN IRE EXTENSION SPRIN ; eee ♦ ♦ +� + ® •� FOR THE HAT CHED A REAS � e +e be�,aee � THE EXISTG FKLER ` ®♦e a,. ♦+e ♦e •� HALL I PROVIDED BY A i�' a♦ e♦ � � 4 e 4 e �e + e +� ®° �� SSTEM. �ee�ee w •dr" D OUBLE INTERLOCK PRE- AC110NJ! a �► e+e e�/ o♦ e ♦e • + + e �� ° � e o e � a °`°e�0 .♦ *FIRE SPRINKLING SYSTEM. -.e + e• I + ♦ + �e ® ♦ ® e + e4 ♦+ . e♦ eo.e ♦e♦ e e �.4 ♦ ♦ + ` �► '1} � •4♦ ® +d ' •••1 I+ o �t� ♦.♦ *Lk . ♦� ° o� y� a o e o n o.°♦ a ' O ♦ �. ® oo � � eo�.o� . 6 ,�. �� &e I 1 �1i' - �♦�d • �� � idry� ee � ''�P ° +� P ♦ e a�Ad° e+�+ .� a e ♦� ►� ' 04o♦♦e♦do ,.0♦• ee04♦ : * O 4 4 �Oa t 0♦♦♦♦ 0. �0►♦ 44,4 ♦ � i t o♦ gee e• e� e. ♦ ®` o ♦es♦ oo♦►e �► ,. � ��o + eeq ► ®,�e i�i�i ,► e %. e: oieeei+ ® a *Iv* e.+ o ♦ �i► eo♦ e o ♦ oo d s� 1 e ee +Oe 0 ♦ ° +0,° ♦ 'v a ' e � a♦ �i +o.� e+e ♦♦ Oi � OeeO Vi .e�►. �4 . ®e � �o0 e+ � eeo.o ���. ,X� o . d p i i t " �►eO�r , ♦� O♦i .` ° � ° + e♦ , ♦ �.r♦e eeO.e e� �� + e♦ I E 1. �►�'� ♦e ♦ C� �d e0`:eeeaoe4 ��e ° a♦ ♦ ♦oa0 ♦ o� �. $ oe♦ 1 I 4 0a ♦ ♦♦ eon ♦•��d0 +♦♦ .ee e♦ ee0ei�e O►e + +e e` ® �' a ° ♦ ®O e'� k > #4.o P ♦ ♦o♦♦�ee46 4 * ♦ + ms ♦+ + 4 44 0 ♦ ♦♦0♦ ,��oae # ♦ e woe ♦ oe�+ 1 . .. 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J 1 FIRE SPRINKLER PLAN -AREA '1A z ff 0 VESTIBULE 71 L l T b2- 1 315 a — 0 2-0■ • b b a b KEY PLAN NG SCALE 4 I RA 4 40 G J CO`SULT/LN T: u ti 0 N 0 z 4 E 1 C ti 0 U 0 . b X11 LLJ 0_ a) 4J 0 m NO. A A A 0 0 A A 0 0 0 DATE A A REMARKS DRAWING TITLE. FIRE SPKLR PLAN AREA'lA' SHEET w FSl.l • DRAWN BY: CHECKED BY: DATE: 25JANO0 SCALE: 118' = l'-O' JOB NO.: I 0003 • • J 0 1 FIRE SPRINKLER PLAN - AREA '1 B' t /g' = I' -p• f�3 /' / THE REMAINING FIRST _' LOOR UNOCCUPIED AREA / AND THE ENTIRE 2ND FLOOR AREA WILL BE CONVERTED INTO SERVER SPACE IN THE FUTURE. THE DOUBLE INTERLOCK, PRE - ACTION FIRE ' / PROTECTION SYSTEM SHALL BE DESIGNED TO ADD THE ADDITIONAL SQUARE FOOTAGE IN THE FUTURE. / AN ALTERNATE BID THE REMAINING FIRST / FLOOR UNOCCUPIED AREA AND THE ENTIRE 2ND OOR AFEA SHALL BE PROVIDED WITH AN RI 200 FIRE SUPPRESSION SYSTEM IN ADDITION TO .THE PRE - ACTION SYSTEM. / / / / / / � i � % EMOV EXISTING WET PIPE SPRINKLER SYSTEMS OVER THE NEW AND FUTURE SERVER - / / I / AREAS. REPAIR EXISTING FIRE PROTECTION / j / STEMS SERVING THE OTHER TENANT SPACES. [ y / tkp ilitto --b3.06 —oa c R' lc ? ' o N KEY PLAN • 4 OD SLLT ! : FS I.Z w W cc cy, U 0_ 4J 0 NO. A 0 A 0 A A 0 A A L� DATE REMARKS DRAWING TITLE: FIRE SPKLR PLAN AREA '1 B' 4 I 0 m n 5 71 0 7J z 11 m0 ral,: o II i s J I . r - tfi 1•h O 0 s 0 0 °7 0 Q O 1 O- I - ®d " -0 s 5 I QP o / '4/ z I 14[- 101 DD DDDDDDDDDD 6 ofr pin LT U '. i Ea 1 i rw11 ar t I 1 . �'1" I IT1• w _ [i Tt : I i X) -- ., .._�.:�,.� _ _o�� rain. --.. I II _ rT-1_ 1 11 1 LIG 4- I `.l 1 © Q 1 I fi III 11.1 F I C71 >• i Q n ir'i l I t I i_ i _ lot :.kill • I I ...r._ - 'd - ' '' f 1 III 1 - ---- ,,,n i: . : ,.I . I L 1 1.1 J I _. 1.1 I I rrir ,, ,.... __ ___.. .- i. 1 1 1 , I I. I r II ( I I II , II I I I ,I II I 1 I Tenant Improvement: New Offices /Data Center for: U1 TRAX1 -A \Acron Co P -IASE 1 3417 S. 120th Place Tukwila, WA 98188 I ; , ( 11 lu MUSGROVE ENGINEERING, PA 410 S. Orchard. Sudo 184 Doroo, If) I137(b (AQ I.IIo.Irc1 N UM , JOHNSON otai IOi {S leetr II11 nlUpL DRAWN BY: cEp CHECKS BY imp DATE: 25J4100 SCALE: 114 =1 JOB NO.. 000.3 • • IREW CWS 8 CWR 8' CWR f , 10" CWR CA. SFD (300 CFI) TCH AREA, SEE SHEET Mt3 FOR 10'0 - s - 12x12 — 1 4x12 10' CWR CONTROL PANEL J 8x6 Q EF -3 !! INNINI INN Now Pm s C J LOBBY 'iii 'moil SFD 240 , 75! 120 CFM • 1 M ECHANICAL FLOOR PLAN - AREA 'IAA' 1/4' 6" CWS 6' CWR II NO I I - 8' - 0" 0 6" C 6" CW 10 LU = KEYED NOTES: 0 SYMBOL USED FOR NOTE CJILLJUT_ 1. ROUTE 3 CwS AND 3' C•• Ll1ES uP THIROuGH THE CONCRETE FLOOR TO TIE UPPER LEVEL MG CAP FOR FUTURE. LJSE. PROMS SHUTOFF vAdvE AT TAKE -OFF. SEAL PENETRATION THROuGH FLOOR ARTlGHT. 2- AIR COOLED CIIUER SECURED TO NEW CONCRETE APRON. 3_ ROUTE 6' CwS AND 6" CWR LNES FROM CwLLED WATER AWNS, DROP DOWN TO CHILLER CHIU.ED WATER CONNECTION INLET HEIGHT. ROUTE TO CHILLER AND CONNECT. SEE CHILLER PW!NG DETAL. FOR PPP:N REOt11REvENTS. PROMOS SHUTOFF VALVES AT 6" TAKE -OFFS FROM MAIN 4 - PROVDE 22 GAUGE SHEET L TAL PAN UNDER THE 10' CWR PIPE ROUTE 3/4 (ANN FROM LOW POINT !N DRAN PAN TO FLOOR SNK iw RISER ROOM. PANT (ANN PAN AND ORAIN LUNE SANE COLOR AS CENLING SPACE. 5- ROUTE 10' ow THROUGH EXTERIOR WALL.- PROVOS LINK-SEAL wALL PENE'RATION GASKET TO SEAL PENETRAT.ON WEATHERTIGHT. b. SEAL ALL PrIIG AND DUCTWORK PENETRATIONS THROUGH SERVER ROOM wALL AR TIGHT. (TYPICAL FOR ENTIRE FACnJr ) 7. ROUTE 8X6 EXHAUST DUCT UP THROUGH SECOND FLOOR TO ROOF CAP AT ROOF. SEAL ALL PENETRA:ION wEATHERTIGHT. KEEP DUCTWORK TIGHT TO SECOND FLOOR HALL 8. 10' CWR PIPE SHALL BE KEPT TIGHT TO STRUCTURAL SLOPED DOWN A- GRID 'E' KEEP TK;HT TO STRUCTURAL COLUMN. 9. KEEP ALL CHILLED WATER PIPING TIGHT TO STRUCTURE. (TYPICAL) 10. INTERNALLY LINED RA DUCT BOOT SAME SIZE AS RA OPENING ON FAN COIL w /CAPPED END. PROVIDE OPENING ON TOP OF RA BOOT, SIZE AS INDICATED. 11. PROVIDE SOUND TRAP ON ALL RA. GRILLES. 12. SEE COOLING COIL PIP'NC W/3 -WAY VALVE DETAIL 13. BALANCE O.SA DUCT AS INDICATED. 14. MOUNT LOWER. FILTER ASSEMBLY. SUPPLY FAA. AND DUCTWORK HIGH IN SPACE FILTER ASSEMBLY SHALL BE FARR 2, 30/30, 25X16. GLIDE /PACK. PROVIDE FLEXIBLE CONNECTORS AT CONNECTION TO FAN : ccc -a2-ol • eXpi efitit.t (VT 01 ?003 yD O AFEA I 11C AREA IM :EA IAD 'r.:EA IAB KEY PLAN NO SCALE. O O 0 CO-NSULTPL T. a,„ -C w ) • g8 UJ Z • - b Z w ^8i` , o4Ca O0. O C C c � f ti 0 U C O U NO. 0 A A A A A A A A A DATE REMARKS DRAWING TITLE: MECH. FLR PLAN AREA 'IAA' SHEET NO.: M2. 1 1:— - - • - • NO CONTROL PANE 10" CWR (TOP) 8' CWS (BOTTOM) v© t. 34 _.z i 1 � 8" CWR (TOP) .. .._ 8" CWS (BOTTOM) _a N N C i NC ii I ; t+ 1 ' 10 -0" j 0 FUTURE I !! AIR COOLED CHILLER wdr NC II II NC TCH'AREA. SEE SHEET MIA FOR CONT .a:. 8" CWR (TOP) -- !-- 10" CWS (BOTTOM) FUTURE AIR COOLED CHILLER F.3 NC II NC — 12 R -5 R -5 6" CWR (TOP) 10" CWS (BOTTOM) I • z i d I 0 0 0 Ls- 0 0 0 0 z z a 0 0 O 0 0 1 '► FUTURE AIR COOLED CHILLER F.6 I 1 MET' -p' CHANICAL FLOOR PLAN - AREA ' 1 AB' 1 / 4- = mO WV A A 6' CWR 10" CWS RAK1 �''� 6" CWR -- 10 CWS ° v 250 v "Pt): PANG ? - t 8x6 -• FUTURE AIR COOLED CHILLER 1 , • { „Th 0 SVWSOL USED FOR NOTE CA1.L.OU . ,S 5) 1_ ROUTE 3 GUIs P.WD 3 CWR LIMES uP THRCuGt4 Ti+E CONCRETE FLOOR TO THE UPPER LEVEL AND CAP FOR FUTURE USE PROVIDE SHUTOFF VAL AT TAKE -OFF. SEAL PENETRATION THROUG.. FLOOR AWN:H . 9 i KEYED NOTES: 2- AIR COOLED CHILLER SECURED TO NEW CONCRETE APRON. 3. ROUTE 6' Cws AND 6' CWR LINES FROM CHILLED WATER MAINS. DROP DOWN TO CHILLER CHILLED WATER CONNECTION IdLET HEIG-4T. ROUTE TO CHILLER AND COLNNECT. SEE CHILLER PIPING DETAIL FOR PIPING REOi+RFyEN'S. Mom( SHUTOFF VALVES AT 6' TAKE -OFFS FROM VAIN. 4. C011PUTER ROOM COOLING US TS. UNRS SHALL BE MOUNTED ON A 12' ',Gm FLOOR STAND - ROUTE cox 10 SA DUCT FROM TURNING vANE DISCHARGE TO SERVER ROOM WILL SEAL WALL °(NE7RATION AtitTLGHT_ 5. 3 CWS AND 3 CWR LIES STUBBED UP. VALVED AND CAPPED FOR FUTURE USE IN EITHER THE LOWER OR UPPER LEVEL_ 6. 3' CwS AND CWR LINES ROUTED TO COMPUTER ROOM COOLING UN!'. PRO IDE SHLTOF= VALVE ON RISE FROM MAINS- SEE COMPUTER ROOM UNIT PIPING DETAIL FOR PIPING REQUIREMENTS. 7- 6 CWS AND 6” CWR UNES STUBBED OUT. VALVED AND CAPPED FOR CONNECTION TO FLTURE CHIU£R. 8. ROUTE 10' CWR AND 6' CWS THROUGH EXTERIOR WALL. PROVIDE JNK -SEAL WALL PENETRATION GASKET TO SEAL PENETRATIONS WEATHERTIGHT. 9. EXTERIOR CHILLEC WATER PIPING SHALL BE SJPPORT FROM A GROUND MOJNTED PIPE STAND_ PIPING SHALL BE STACKED WITH THE CWS PIPING ON THE TOP AND THE CWR PIPING ON THE BOTTOM. SEE SPECIFICATION FOR EXTERIOR PIPING REQUIREMENTS. 10. RA GRILLE SHALL BE MOUNTED HIGH ON THE WALL WITH A SLEEVE TO TRANSFER RA AIR THROUGH TO THE MECHANICAL ROOM SPACE_ COORDINATE SLEEVE WITH STRUCTURE IN WALL 11. ROUTE 6" CWS AND 6' CWR UNES DOWN MECHANICAL ROOM WALL SAME HEIGHT AS CH LIED WATER CONNECTION TO FUTURE AIR COOLED CHILLER. PROVDE ISOLATION VALVES AND CAP. PROVIDE LINK -SEAL WALL PENETRATION GASKET TO SEAL WALL PENETRATIONS WEATHERTIGHT 12. PROVIDE 22 GAUGE SHEET METAL PAN UNDER THE 10" CWS AND 6 CWR PIPES. ROUTE 3/4 DRAIN FROM LOW POINT IN DRAIN PAN TO OUTSIDE. SEAL PENETRATION WEATHERTIGHT. PAINT DRAIN PAN AND DRAIN UNE SAME COLOR AS CEILING SPACE. 13. MOUNT LOUVER, FILTER ASSEMBLY. SUPPLY FAN, AND DUCTWORK HIGH iN SPACE. FILTE= ASSEMBLY SHALL BE FARR 2 ". 30/30. 25x16. GUDE /PACK. PROVIDE FLEXIBLE CONNECTOR AT CONNECTION TO FAN. 4 -' b3-C) 06 - OCr 11 ' ° 0 ® 0 0 C; AREA I AC .ARC .A IAA AREA I AD • AREA LAB ........................ c 0 b KEY PLAN NO SCALE C) O 0 0 CONSULTANT STAMP NO. DATE A A A A A A A U A 0 REMARKS DRAWING 'ITT LE MECH. FLR PLAN AREA' 1 AB' DRAWN BY CHEOQ'D BY: DATE SCALE: JOB NO. �G Q 0 0 V U CEP CEP 25JAN00 1/4' = l'-0' 0000 SHEET NO.: M2.2 DRAWN BY: CEp CHECKED BY: CEP DATE: 25JANCO SCALE: 114' = 1'-0' JOB NO.: 0003 a • 10 CWR NO NC -� f - AIR SEPARATOR 10x12-- T OD FC /OH -1 -I i l HI H = 6" & 8" CWR 4 8" CWR 'I FC /DH -2 O , 16x16 6' CWS 8" CWR 1 4x1 2 10x 10 6.E I 10" CWR 10' CWR 1D.4 NECHANCAL WORK REQUIRED BEYOND THIS PONT UNDER PHASE .. -Mgt x . 11 RISE 8 "0 r (180 CFM) 1 10 "0 ATCH AREA, MOM SHEET f,1ft1' EO - C MECHANICAL FLOOR PLAN - AREA ' I AC' w KEYED NOTES: O sYMIBOL USED FOR NOTE CAC s 0UT_ 1. ROUTE r ORS AND 3 CaIR DES uP THROUGH THE CONCRETE FLOOR TO TIE UPPER LEVEL AND CAP FOR FUTURE USE PROVIDE SHUTOFF VALVE AT TAKE -OFF. SEAL PEN£TRAflON THROUGH FLOOR ARIGHT. 2- SEE Pu P PPNG A' ° MOUNTING DETAIL FOR PIPING REQUIREMENTS. 3. LOCATION OF FLAKE BASE MOUNTED CENTRFUGAL PUMPS_ 4. 10' vALYED ANN CAPPED C'*R LINE FOR FUTURE CONNECTION_ 5. 3' CAS AND 3' CwR LINES STUBBED EP, vAL'.ED AND CROSSCONN ECTED. PRCMCE wTTH A B&C CIRCLIR SETTER ON CROSSOVER AND SALASCE TO 65 GPI. TAPS SHALL BE FOR FUTURE COMPUTER ROOM UNIT USE ON EfTHER THE LOWER OR UPPER LEVEL 6. INTERNAL! Y CUED RA DUCT BOOT SAN SIZE AS RA OPENING ON FAN COIL W /CAPPED END- PROvIDE OPENING ON TOP OF RA 800T. SIZE AS INDICATED_ 7. PROd10E 5jul10 TRAP ON ALL RA GRH.L.ES. 8_ ROUTE 6" CWS AND 8" CWR uNES FRO& SLAB OF UNOCCUPIED AREA UP TO FIRST FLOOR CEILING SPACE, KEEP TIGHT TO STRUCTURE. 9. KEEP ALL CHLLED WATER PIPING TIGHT TO STRUCTURE_ (TYPICAL) 10. SEE COOLING COIL PIPING w /3 -wAY VALVE DETAIL (TYPICAL) I1. BALANCE OSA. DUCT AS IrND1CATED. 04th Di "'00 0 AREA VC AREA A 1 M A REA IAD AREA IAB 0 0 v NO KEY PLAN SCALE CONSUTAY f C u 5 0 vT U_ 0 a) Z C a) E O Q E 0 U 0 v M2.3 W NO. A A 0 0 A A A A A n A 0 DATE REMARKS DRAWING MU MECH. FLR PLAN AREA'1AC' eg m I r 100x10 TO FLOOR PLENUM 0 n 11 JL 1 L- i sr 1 11 l 11 j 1 I__ J�__ 1 II r 1{ ' l 1 t 11 I 11 1 tr i it �1 s 1` N it 0 0 e 0 11 j I 11 1 IF • 1 iI 100x10 TO FLOOR PLENUM O 0 0 U o q-) 1).7 9-) / i5 y I r' } T " 1 1 D D D D D D MATCH'ARE 1 1 II -JL { II it l 1f o co 1I 1 1 1 11 1 , 1 I LI G - '. �wiYk��w §�!i�N11tiFT."A7ra16UfAft. M1.3 FOR CONT' "1 1 J 1_ __ 1 r ... 1 1 1 1 - --1 1 Tenant Improvement: New Offices /Data Center for: TRALM -A Micron Company PHASE 1 -§ 3417 S. 120th Place Tukwila, WA 98188 11� C7 00 4 OI N� >• f_ N r O p; ciE i g u ri W $ L t 5 1 : 6 g " p g M g , A p g o % t" if E a 3 ld 6 5F1 A QQ 4 ,8 F � Pi h !.5 z P P MUSGROVE ENGINEERING, PA 410 S I)rchnrd, S11110 184 Oo1eo, I1) 83706 (2081 384-0585 lax (208) 384 -0765 musgrovoomusgeoveurvineetingcom PROJECT NUMDFR 00 A°cs 10081 8ttr flat i p e$.p& NI.b •s ■11. 1111•1111•111•1111 m m Z 0 -4 m DRAWN BY: CHKI ED BY: DATE: 2E44400 N.T.S. JOB NO.: 0003 • 3" CWS 10" CWS TO COOLING COILS S 1T1 SEE SHEET M2.2 6 NC Tr- NC T 1/2" CW LINE FOR HUMIDIFIER 3/4" COND. DRAIN LINE TO FLOOR SINK NTS S 3" CWR 3/4" TAP W /BALL VALVE, HOSE CONNECTION, AND CAP. (TYPICAL) — - — - O (82 GPM) Fx.x.zR Fr. 5— L 1 L FUTURE 10' 10' 10 CWR FROM COOING COILS NC 8' CWR FROM COOLING COILS SEE SHEET 442.3 — — �I 1 1 I I 1 1 1 �1 1 I 1�1 I 1 1 1 [LL — i I 1 I'i ---L I J J i I. FUTURE AIR " u COOLED CHILLER ✓ 1: i TYPICAL CRA UNIT MR CHARGER (PRE —aM. 6( TO 12 P9) � (502 GPM) NOTE; TO HELP PREVENT WATER ENTERING THE INSULATION THE ALUMINUM SHIELDING AROUND EXTERIOR PIPE INSULATION SHALL HAVE ALL SEAMS LOCATED ON THE BOTTOM OF THE PIPING AND THE VALVE HANDLES SHALL BE POSITIONED ON THE BOTTOM SIDE OF THE PIPE. + 6" CWR 1 1 10' NC T T Nc INSULATE COND. DRAIN LINE W /1/2" PREFORMED FIBERGLASS INSULATION W/VAFOR BARRIER. SLOPE 1/8" PER FOOT. COMPUTER ROOM UNIT PIPING DETAIL • i j NC4 ' NC 4 NO r '�k .T' f WE SHEET P' . i ..-- 1 • rw MAKE -UP AND PRESSUPX WATEIR UNE W MECH. ROOM. I' C /s GLYCOL FLL REDIiCNG VALE SEE WIT PIA FOR CONT'N. 6 : •7NNECTKIN (SET AT 12 PSI) PIPE DRAM TO FLOOR SINK. NC - 10" Fz.zcz S J- 1 3 = . = CWR C FUTURE AIR IL COOLED CHILLER 1 PRESSURIZED -- — B&G (33 DN CAPAC!'Y. 11.3 ACCEPTANCE) MAIN VALVE PIPE TO FLOOR SOW 3/4 BY -PASS VALVE FOR FR1 LINE FROM DOMESTIC B&G HIC-n CAPACITY 7 VENT MODEL 107A BAG SEDWENT SEPARATOR MODEL SRS -•C NC-- NC± NC 10" 1 11 6" L, NC NC T NTS r sl 11 1 1 l I LL Fz =TC:R 1 10 NC NO 1 FUTURE AIR L.. CWR CWS Fz�xczR 1 J— l' 'I r L J Jjl 1 I , 1 COOLED CHILLER ii' 1L CHILLED WATER PIPING — ROLLER SUPPORT SLAB NOTE; SEE SHEET 142.1 AND M2.2 FOR LAYOUT OF MECHANICAL ROOM. 1 1 6 1 , NC NC NOTE: PROVIDE PIPING SUPPORTS ON 5' -0" CENTER AND AT ELBOWS. OSEL Sa SkRET 112.3 FOR LAYOUT OF MECHANCAL ROOM. II JL PIPE SADDLE UNISTRUT BOLTED TO SLAB FLOOR PIPING SUPPORT DETAIL r NC--� -±- NC NO T -N3 10' CWR CWS F :z =czR F23= =ez= Fig 1 L '1 1 1 1'I 'I 1 1 !' is 1 1 .�1 I 1 r 1 i I 1 : I FU`UP.E AIR COOLEC CHILLER , i' 1L P� X MAMMAL AR VENTS AT ALL #eriii SLOTS N SYSTEM 10" 1 CONDENSER WATER PIPING SCHEMATIC I 1 — NEW 4" THICK CONCRETE HOUSEKEEPING PAD BONDED WITH EXISTING MECH. ROOM FLOOR_ SET T&P VALVE TO 100 PSL PIPE FULL SIZE TO FLOOR SINK. � - 5 GALLON POT FEEDER. SECURE TO WALL AT 36" AF.F. PIPE DRAIN TO FLOOR SANK. CWS v LOCATE DRAIN VALVE - AT LOW POINT OF PIPING ON THE ROOF. f DESCRIPTION OF WORK (CHILLED WATER CLOSED LOOP1• 10" FILL SYSTEM WITH A SOLUTION OF 10% BY WEIGHT OF A HEAVY DUTY ALKALINE LIQUID CLEANER. THE CLEANER SHALL BE CAPABLE OF WETTING & PENETRATING HEAVY SOIL DEPOSITS OF OIL OR GREASE, & KEEPING THESE PRODUCTS IN SUSPENSION. 2. CIRCULATE SOLUTION FOR A MINIMUM OF 8 HOURS, THEN FLUSH SYSTEM WITH CLEAN FRESH R UNTIL ALL SOLIDS HAVE BEEN CLEANED FROM THE SYSTEM. CLEAN ALL STRAINERS IN SYSTEM. 'Air AFTER CLEANING, REFILL SYSTEM WITH A MIXTURE OF 70% CLEAN WATER, 3= DOWFROST HD 4 PROPYLENE GLYCOL AND CHEMICAL INHIBITOR. A 4. AT THE CONCLUSION OF CLEANING & TREATING, WATER TREATMENT CONTRACTOR SHALL CERTIFY IN WRITING THAT THE SYSTEM HAS BEEN CLEANED & TREATED AS SPECIFIED. 5. AT THE END OF ONE -YEAR, SYSTEM SHALL AGAIN BE CHECKED & REFILLED AS REQUIRED TO MEET ABOVE SPECIFICATIONS. SERVICE DURING THE ONE -YEAR WARRANTY PERIOD SHALL BE AS REQUIRED TO MAINTAIN ABOVE SPECIFICATIONS. A QUALIFIED WATER TREATMENT CONTRACTOR SHALL BE UTILIZED TO FURNISH THE CLEANING MATERIAL & SUPERVISE THE FLUSHING & TREATMENT OF THE SYSTEM. APPROVED WATER TREATMENT CONTRACTORS MUST SHOW PROOF OF SIMILAR SERVICE FOR NOT LESS THAN 3 YEARS, & SHALL HAVE FULL -TIME SERVICE PERSONNEL LOCATED WITHIN ONE -HOUR FROM THE JOB SITE. MONITORING & TREATMENT OF THE SYSTEM SHALL BE PROVIDED FOR A PERIOD OF 1 YEAR FOLLOWING FINAL ACCEPTANCE OF BUILDING & SYSTEM. • ; o CHILLED WATER FLUSHING AND TREATMENT zoo 3 • CD w NO. DATE 0 A 0 0 A A A REMARKS DRAWING TITLE CHILLED WATER PIPING SCHMTC SHEET NO.: 3.1 r DRAWN BY: cEp CHIMED BY: cEp DATE: 25JANDO Kilt N.T.S. JOB NO.: 0003 $ DUCTWORK 10' -0" DOWNSTREAM OF FAN COIL SHALLL BE INTERNALLY LINED. INTERNALLY UNED RA BOOT W /OPENING ON TOP. NOTE: 1. COORDINATE EXACT LOCATION OF LAWS WITH LIGHTS & ELFCTmC/ L CONTRACTOR. PRO IDE REQUIRED ELECTRICAL CLEARANCES PER N.E.C. 2. HOSE KIT SHALL BE PLENUM/ RATED. FAN COIL HANGING AND DUCTING DETAIL NTS CO MODLETINv CONTROL VALVE B&G CIRCUIT SETTER COOLING COIL PIPING W/3 -WAY VALVE DETAIL NTS DUCT TAKE —OFF H RADIUS WYE E SQUARE TEE W/ SQUARE TEE W/ TURNING VANES DUCT TAKE —OFFS 3 e - 4S' MAXIMUM CONCENTRIC _TRANSITION A m 30' MAXIMUM ACENTRIC TRANSITION L.-.J SQUARE ELBOW W./ TURNING VANES X TURNING VANES 45' ELBOW W/ TURNING VANES MANUAL AIR VENT ---- -�► STRAINER BALL VALVE J R-1 .5X RADIUS ELBOW 8 - 15' MAXIMUM MITERED OFFSET R -6" MIN FIN COIL MOUNTING BRACKETS. PROVIDE W/ VIBRATION ISOLATORS 3/8 HANGING ROO. SECURE TC BUILDING STRUCTURE FAN COIL. SEE PLANS FOR SIZES AND LOCATIONS FLEXIBLE CONNECTOR W /COMPR£SSKM STRAP FOR AIRTIGHT JOINT MR FLOW UNION TEST PLUG R -r U:: RADIUS OFFSET A - IS MAXIMUM 20X MAX AREA REDUCTION OBSTRUCTION REDUCTION NOTE: ALL DUCTWORK TRANSITIONS SHALL BE CONSTRUCTED AND INSTALLED TO SMACNA AND THE ABOVE NOTED STANDARDS. ANY DEVIATIONS SHALL BE COORDINATED WITH THE ENGINEER. RECTANGULAR DUCT FITTING DETAILS NTS 1" THICK DUCT LINER 12" C.C. MAX. (TYPICAL) RADIUS ELBOW 90' TEE FITTING -OH 2 2 - X - Y (4' MIN.) CONCENTRIC TRANSITION NOT MORE THAN 2" FROM EDGE OF LINER IuiE OWL PUMP Stall BE DYNAMICALLT BALANCED N THE FIELD AFTER INSTALLATION IS COMPLETE_ CIRCULATION PUMP PIPING & MOUNTING DETAIL NTS METAL FASTENERS: OMARK INSUL -PINS, DURO DYNE FASTENERS OR GRIP NAILS INSTALLED BY GRIP NAIL AIR HAMMER OR AUTO FASTENER EQUIP. - SHEETMETAL DUCT TOP AND BOTTOM SECTION OF UNER `"` ���� SHALL OVERLAP THE SIDES. ALL ENDS OF LINER TO BE COATED W/ ADHESIVE A SHALL BE BUTTE'', FIRMLY TOGETHFrt. DUCT LINER DETAIL NTS 90' GORED ELBOW I MITERED ELBOW W/ 45' GORED ELBOW 5 GORE TURNING VANES 3 GORE Y.2 CONICAL FITTING ECCENTRIC TRANSITION Y- 3'-6', Z -r Y- 9' -16', 1:1.24 Y- t 7' -24', Z -9' Y -25' W E E 90' TEE W /OVAL, TO ROUND TAP OFFSET I �- NEW 4' CONCRETE HOUSEKEEPING PAD SECURED TO EXISTING SLAB. BUTTERFLY I MLVE STRAP/ER w /BLOMDDAN VALVE AND NOSE CON4 PUMP FLEXIBLE CONFCTOR MASON TYPE SFDEJ MOLDED EXPANSION JOMR OR EQUAL PUMP SUCTION TTTTP4G. MEG SUCTION DIFFUSER PUMP BASE. GROUTED TO CONCRETE PAD 45' LATERAL TAP r ROUND DUCT FITTING DETAILS NTS T R ( BE AD DUCT W/ LINE 1 00% HERED TO ADHESIVE SEE SPECIFICATIOINS) WYE FITTING NOTE; ALL DUCTWORK TRANSITIONS SHALL BE CONSTRUCTED AND INSTALLED TO SMACNA AND THE ABOVE NOTED STi,'IDARDS. ANY DEVIATIONS SHALL BE COORDINATED WITH THE ENGINEER. AIR FLO V. RIGID ROUND DUCT OR DIFFUSER COLLAR SECTION NTS LOCKING QUADRANT HANDLE OR REMOTE CEIUNG OPERATOR WHERE DAMPER IS INACCESSIBLE NYLON CLAMP OVER INSULATION NYLON CLAMP OVER FLEX DUCT RETURN AIR SOUND TRAP DETAIL NTS INSULATION FLEX DUCT 7 1 u SOUND TRAP CONSTRUCTED OF SHEET METAL, LINED WITH 1" THICK FIBERGLASS ACOUST1GIL INSULATION. OR RIGID FIBERGLASS DUCTBCARD. 2- SEE SCHEDULE. SHEE' M5.1 FOR RETURN GRILLE DIMENSIONS. SPIN -IN FITTING TAKE -OFF DETAIL NTS NOTES; 1. SUPPORT SYSTEM MUST NOT DAMAGE OR CAUSE OUT OF ROUND SHAPE. 2. FLEX DUCT MUST NOT EXCEED 6' -0" FROM CONNECTION TO TERMINATION. .3. MAXIMUM LENGTH BETWEEN SUPPORTS MUST NOT EXCEED 3' -0" O.C. 4. ATTACH BANDS OR WIRES TO SUPPORT STRUCTURE ABOVE. FLEXIBLE DUCT DETAIL DIRECT TRAP OUTLET AWAY FROM ADJACENT RETURN MR GRILLES. NOTES: 1. TAKE -OFFS SHOULD NOT BE INSTALLED CLOSER THAN TWO WIDTHS TO ELBOWS OR INTERSECTIONS 2. SEE BALANCE DAMPER DETAIL. RIGIC SHEET METAL MINIMUM STEEL BAN2 WIRE MINIMUM STEEL BAND SPIN IN r;TTING (SEE NOTE 1) BALANCE DAW (SEE NOTE : ) SEE SECTION 1 INSULATED FLEX DUCT. MAX LENGTH 6' -0" SEE SECTION 1 CEILING DIFFUSER ttp OCT oc;- CONSLITA\T: CD LU NO. A 0 0 0 A 0 0 A A DATE REMARKS DRAWING 1T1TE: MECHANICAL DEWS SHEET NO.: M 4.1 EXHAUST FAN SCHEDULE SYM COMPUTER ROOM AIR CONDITIONER SCHEDULE SYM BU)UER ELECTRICAL AIR COOLED WATER CHILLER REHEAT MIMED HUM>D. FILTER CAPII1TY • 77F. 45% RH MOUNTING MANUFACTURER & MODEL HEIGHT 1 OILLED WATER COOUNG COIL MANUFAa T11RER AND •OOEti (LBS) R�IARI(S LFtI ESP NP We WSA IICFB Kw STAGES Kw LEIS/10 I TOTAL SENSIBLE FLOW P.D. E_w.T. L"w.T. CRA -1 ::16.500. 0.5 10.0 460/3 78:0' 100 30 i 3 4 9 -6 22.1 f 4". 30% 40e_5 380.8 823 ' 30 = 45 55 2090: UEBERT DELUXE SYSTEM 3 MODEL FH740C 0 CRA -2 16,500! 0.5 r 10.0 460/3 , 78.0 100 30 { 3 9.6 !(( � 22.1 1 4", 30Z 408.5 380.8 ! 82.3 30 45 55 ` 2090 UEBERT DELUXE SYSTEM 3 MODEL FH 7400 Oi MA-3 '16.500; 03 : 10.0 460/3 780 } 100 { ! 30 T 3 9.6 22.1 4 ", 30% 408.5 3 UMW 80 1 82.3 30 45 55 ' 1 2090 U DELUXE SYSTEM 3 MODEL FH740C 10 MA-4 116.500, 0"5 i 10.0 ' 460/3 78.0 100 # 30 3 9.6 22.1 4 ". 30x 408.5 380.c / 82.3 30 ! 45 55 2090 LEBERT DEU/XE SYSTEM 3 MOOEL FH740C !Q CRA -5 16.500 0.5 10.0 46C/3 78.0 10.: 3C 3 9.6 22.1 ' 4 ". 30% e,:8 5 380.8 42 3 30 45 55 209C LJEBERT DEL..;X£ SYSTEM 3 MODEL FH740C • EXHAUST FAN SCHEDULE SYM ELECTRIC WALL HEATER SCHEDULE FAN COIL SCHEDULE TYPE AIR COOLED WATER CHILLER SYM TYPE FAN FAN ESP MOUNTING MANUFACTURER & MODEL HEIGHT 1 SYM UNIT TYPE I I COOUNG COIL HP } & MODEL REMARKS HP ESP CFM RPM y/0 , TOTAL MBH SEN. MBH AIR TEMP iWTR TEMP] FT GPM P D M ANUFACTURER ENT LVG ENT LVG i 1 FC- t I DIRECT DRIVE HIDEAWAY 1/3 I 0.40: 1/4 , 0.40, 900 500 MANUFACUTER & MODEL YORK MODEL YCAS0210 REMARKS I ` 0 2 3 REFR. 180/67 55 45 55 7.4 ! 80/67 55 , 45 ! 55 3.5 FANS 1 COMPRESSORS j CAPACITY 0 90' EAT EVAPORATOR WTR_ ELECTRICAL (SINGLE POINT) i j QTY I HP /EA. OTY I RLA (NCH) ACTUAL CAPACITY (TONS) ' 201 1 MIN. YYTR TEMP ("F) SIZING GPM 502 MAX. PD FT WC I 25 ( / V t 460/3 ; MCA 393 I MIN FUSE SIZE 45C EER 10.5 : EN? LVG 55 I 45 1 CH -1 SCREW R -22 10 2.0 2 149 AIR COOLED CH - SCREW R - 22 C 2.0 2 163 149 201 10.5 55 45 502 25 460/3 393 450 YORK MOL=L YCASO2 ,__, �. EXHAUST FAN SCHEDULE SYM ELECTRIC WALL HEATER SCHEDULE FAN COIL SCHEDULE TYPE 1 SYM TYPE FAN FAN ESP MOUNTING MANUFACTURER & MODEL HEIGHT 1 I REMARKS COOUNG COIL HP } & MODEL REMARKS HP ESP CFM RPM y/0 , TOTAL MBH SEN. MBH AIR TEMP iWTR TEMP] FT GPM P D M ANUFACTURER ENT LVG ENT LVG i 1 FC- t I DIRECT DRIVE HIDEAWAY 1/3 I 0.40: 1/4 , 0.40, 900 500 . 1080 ! 277/1 1010 .277/1 ■ 25.0 14.0 21.0 10.0 180/67 55 45 55 7.4 ! 80/67 55 , 45 ! 55 3.5 8.1 3.7 M c o I J A - ; s.yD 121 B 000 FC -2I DIRECT DRIVE HIDEAWAY McQUAY SHD061B 000 FC-3 DIRECT DRIVE HIDEAWAY 1/3 0.40' 900 1080 j 277/1 ' 25.0 21.0 80/671 55 45 55 7.4 8.1 IICQUAY SHD121B 00 FC-4 DIRECT DRIVE HIDEAWAY 1/3 0.40 900 1080 277/1 25. 21.0 i 80 /67 55 45 55 ' 7.4 8.1 McQUAY SHD1216 0 2 0 EXHAUST FAN SCHEDULE SYM ELECTRIC WALL HEATER SCHEDULE SYMBOL TYPE 1 SONES MANUFACTURER AND MODEL I FAN ELECTRICAL I ESP MOUNTING MANUFACTURER & MODEL HEIGHT 1 I REMARKS V/0 HP } RPM CFM , WATTS VOLTS 0 EH -1 1 WALL MOUNTED 120/1 -- I 1400 ■ 245 2000 277 1 24" A.F.F. . MARKEL G3422T - RECESSED 1 2 EH -2 I WALL MOUNTED 135 -- ■ 1400 ; 245 ; 2000 I 277 1 24" A.F.F. ' MARKEL G3422T - SURFACE 1 2 E'^ - WALL MOJN "Et COOK GEMINI GN -340 -- 140C 245 4000 277 • 24" A.F.P. MARKEL G34247 - SURFACE EXHAUST FAN SCHEDULE SYM TYPE AREA SERVED BLOWER ELECTRICAL SONES MANUFACTURER AND MODEL I REMARKS CFM ESP MAX RPM WATTS V/0 EF -1 CEILING CABINET WOMEN'S RESTROOM 200 .25" 1600 135 120/1 4.3 COOK GEMINI GC -340 000 EF -2 CEILING CABINET MEN'S RESTROOM 200 .25" 1600 135 120/1 4.3 COOK GEMINI GC -340 000 EF -3 INUNE CABINET ELEVATOR ROOM ' 220 .25" 1625 137 120/1 2.8 COOK GEMINI GN -340 000 RETURN & EXHAUST GRILLE SCHEDULE SYMBOL NOMINAL SIZE NECK /RUNOUT, SIZE CFM RANGE REMARKS R -1 4' -0" 8 "0 100 -325 02 04 O7 0 R - 2 22X10 10 "0 180 - 300 Ot 02 03 4O R -3 10X10 10X10 500 -750 00 00 R 22X10 22X10 500 -1100 0 20030 Fi -5 96X30 SEE PLANS 12000 O 0 O SUPPLY FAN SCHEDULE SYM PUMP SCHEDULE SYM I TYPE SERVICE SONES' MANUFACTURER AND MODEL CAPACITY CFM i MOTOR SUCTON DIFFUSER DUTY VALVE MANUFACTURER & MODEL REMARKS GPM HEAD MIN EFF HP j RPM V/. P -1 j END SUCTION CHILLED WATER 502 140 I I 74 I 30 i 1750 460/31 GF -3X 3DS -5S B&G SERIES 1510 4G 00 P -2 END SUCTION CHILLED WATER 502 140 74 I 30 : 1750 460/3 GF -3X 3DS -5S B &G SERIES 1510 4G 1 2 SUPPLY FAN SCHEDULE SYM TYPE AREA SERVED BLOWER ELECTRICAL SONES' MANUFACTURER AND MODEL REMARKS CFM ESP MM RPM WATTS V/0 SF-1 INLINE CABINET OFFICE O.S.A. 720 .65" 700 299 120/1 4.3 COOK GEMINI GN -820 000 SF -2 1NLINE CABINET SERVER O.S.A. 250 j .50" 1200 171 120/1 2.6 COOK GEMINI GN -520 000 LOUVER SCHEDULE SYMBOL TYPE NOMINAL SIZE MINIMUM FREE AREA (SQ.FT.) FINISH MANUFACTURER & MODEL REMARKS 1-1 FIXED DRAINABLE-6" 25x 16 1.2 PRIMER RUSKIN ELF6375DX W /FLANGE FRAME. CO L -2 FIXED DRAINABLE -6" 25x16 1.2 PRIMER RUSKIN ELF6375DX W/FLANGE FRAME. / 00 DIFFUSER SCHEDULE NOMINAL 1 NECK /RIINOUT SYMBOL ( SIZE I SIZE CFM RANGE REMARKS 1�� I ,'� f: T i L E D 6 0 0 -90 O ®®0® D - 2 9x9 I 8 "0 90 -200 00®00 0O0O D - 3 ? 2X12 10 "e 200 -350 00 V0 (.j SUPPLY GRILLE SCHEDULE SYMBOL NOMINAL LENGTH PLENUM INLET CFM RANGE REMARKS G -1 4' - 0" 8 "0 100 -325 01 0X3 G -2 10X10 10.10 50- 100 0® I DUCT SQE ELECTR1ICAL ANNUM SYMBOL . TYPE ! r DI & HOOD. REMARKS HEIGHT TINT S v/4 STEPS I Dr.-I DUCT MOLJN►ED ' 14 12 + 4000 ' 277/1 2 800 DELTA FLO MOCEL EH - 4X127 1 2 DH - DUCT MOUNTED 10 12 3000 277/1 2 500 , DELTA FLO MOCE1 EH - 3x127 1 2 t- DH - DUCT UOUNTEC 1 14 12 6000 277/1 2 800 I DELTA Flo VOCE. EH - 6x127 t 2 i 0 - - 4 DUCT MOUNTED 4 12 5 G 277/1 2 83, ___ _C MODEL _ -5x127 0 ALTERNATE MANUFACTURERS: MARKEL" BRASCH O PROADE w /MERCURY CONTACTORS. AUTOMATIC LIMIT THERMOSTAT. MANUAL RESET LIMIT THERMOSTAT. FUSIBLE INKS, MOAT Ft1SNG, FUSED DISCONNECT. NR PRESSURE SENSOR SWITCH, CONTROL TRANSFORMER ALTERNATE MANUFACTURER: OMARK O PROVIDE W /INTEGRAL T -STAT. ELECTRIC DUCT HEATER SCHEDULE REMARKS: 0 SIZES BASED ON TITUS MOCEL TDC SERIES. APPROVED MANUFACTURERS INCLUDE ANEMOSTAT, CARNES, J &J REGISTER, NAILOR, TUTTLE & BAILEY, METAL -AIRE, KRUEGER AND PRICE. 02 SIZES BASED ON A MAXIMUM NC LEVEL OF 25. 03 ALL DIFFUSERS LOCATED IN LAY -IN CEILING AREAS SHALT BE BORDER TYPE 3 AND BE MOUNTED IN MANUFACTURER PROVIDED 24 "x24" PANELS. ALL DIFFUSERS LOCATED IN HARD CEILING AREAS SHALL BE BORDER TYPE 6 (BEVELED) SURFACE MOUNTED. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF VARIOUS CEILING TYPES. 0 SEE HVAC FLOOR PLANS FOR DIRECTIONAL THROW REQUIREMENTS FOR EACH DIFFUSER. OFF -WHITE FINISH. REMARKS: 0 SIZES BASED ON TITUS ALUMINUM, 1/2" x 1/2" x 1" SPACING, "EGG- CRATE ". PROVIDE SQUARE TO ROUND TRANSITION. APPROVED MANUFACTURERS INCLUDE ANEMOSTAT, CARNES, PRICE, NAILOR, TLITTLE & BAILEY. KRUEGER, METAL -AIRE, AND J &J REGISTER. 02 SIZES BASED ON A MAXIMUM NC LEVEL OF 25. 0 3 ALL GRILLES LOCATED IN LAY -IN CEILING AREAS SHALL BE MODEL. 50F WITH PANEL BORDER #3 FRAME, UNLESS OTHERWISE INDICATED. ALL GRILLES LOCATED IN HARD CEILING AREAS SHALL BE MODEL 50F WITH SURFACE FRAME. REFER TO ARCHITECTURAL PLANS FOR LOCATIONS OF VARIOUS CEILING TYPES. SHEET METAL DUCTWORK VISIBLE BEHIND GRILLE SHALL BE PAINTED FLAT BLACK. 0 OFF -WHITE FINISH 0 HIGH WAL,. GRILLE SIZES BASED ON TITUS MODEL 350 ZFL, ALUMINUM BAR GRILLE, FIXED BLADES, 3/4" SPACING, 0' DEFLECTION. APPROVED MANUFACTURERS INCLUDE ANEMOSTAT, CARNES, NAILOR, TUTTLE & BAILEY, KRUEGER, METAL -AIRE, AND PRICE O GRILLE SHALL BE PRIMED FOR FIELD PAINTING. 07 SIZE BASED ON TITUS FLOWBAR MODEL FT -10 1.0" SLOT, JET THROW. APPROVED MANUFACTURERS INCLUDE ANEMOSTAT, CARNES, J &J REGISTER, NAILOR, TUTTLE & BAILEY. METAL -AIRE, KRUEGER AND PRICE. 0 PROVIDE WITH TITUS FBP -10 PLENUM AND BORDER TYPE 33 WITH SXX END BORDER. REMARKS: O SIZE BASED ON TITUS FLOWBAR MODEL FT -10 1.0" SLOT, JET THROW. APPROVED MANUFACTURERS INCLUDE ANEMOSTAT, CARNES, J &J REGISTER, NAILOR, TUTTLE & BAILEY, METAL -AIRE, KRUEGER AND PRICE. 0 2 SIZE BASED ON A MAXIMUM NC LEVEL OF 25. O PROVIDE WITH TITUS FBP - PLENUM AND BORDER TYPE 33 WITH SXX END BORDER. O WALL GRILLE SIZES BASED ON TITUS MODEL 272F, DOUBLE DEFLECTION ADJUSTABLE BLADES, 3/4" SPACING, OFF -WHITE FINISH. APPROVED MANUFACTURERS INCLUDE ANEMOSTAT, CARNES, J &J REGISTER, NAILOR. TUTTLE & BAILEY AND METAL -AIRE. HI S PROVIDE w /ADVANCED MICROPROCESSOR CONTROL w /GRAPCS, SPOT LEAK DETECTION. SMOKE DETECTOR. DISCONNECT Switch, DOWNFLOW FLOOR STAND * /TURNING VANES FOR ROTATED BLOWER WHEELS ANC 12" RAISED FLOOR. ROTATED BLOWER WHEELS. 3 -WAY VALVE. SITE LNK CONTROLLER, AUTOMATIC HUMIDIFIER AND REHEAT LOCK - ; 4 1T. FACTORY START - UP. O PROVIDE CHILLER W/Y DELTA STARTER. DISCONNECT SWITCH, SINGLE POINT ELECTRICAL CONNECTION, 5 YEAR COMPRESSOR WARRANTY, WATER FLOW SWITCH, CONTROLS TRANSFORMER, LOW AMBIENT HEAD PRESSURE CONTROL, FACTORY START - UP. 02 CAPACITIES BASED ON 500 FEET ELEVATION. A FLUID MIXTURE OF 30% PROPYLENE GLYCOL AND 70% WATER, AND FOUUNG FACTOR = 0.00010 HR'SQ.FT.rF /BTU. 0 3 CHILLER SHALL BE CAPABLE OF COMMUNICATING WITH THE NEW EMS (SIEMENS). CHILLER PACKAGE SHALL INCLUDE (1) YORKTALK CONTROL PANEL TRANSLATOR AND (1) GPIX LINK PER CHILLER. CHILLER CONTROLS SHALL BE FIELD PROGRAMMED AND COMMISSIONED. (� ALTERNATE MANUFACTURER: CARRIER. 02 PROVIDE W /SECONDARY DRAIN PAN, DUCT DISCHARGE COLLAR, RETURN AIR PLENUM, 2" FILTERS, VIBRATION ISOLATORS 03 CAPACITIES BASED ON FLUID MIXTURE OF 30% PROPYLENE AND 70x WATER AND A ELEVATION OF 500 FEET. U ALTERNATE MANI'; ACTURER: ARMSTRONG 0 2 PROVIDE W/' TIGH EFFICIENT MOTOR O ALTE RNATE MANUFACTURERS: CARNES, PENN AND GREENHECK. O EXHAUST FAN TO RUN CONTINUOUSLY. 0 EXHAUST FAN SHALL OPERATE ON A HEAT -RISE THERMOSTAT. 0 PROVIDE W /HANGING VIBRATION ISOLATORS, PR8 ROOF CAP (PAINT TO MATCH ROOF), AND VCA -16 ROOF CURB. 0 ALTER NATE MANUFACTURERS: CARNES, PENN AND GREENHECK. 20 EXHAUST FAN TO RUN CONTINUOUSLY. 0 3 PROVIDE W /HANGING VIBRATION ISOLATORS. L!) PROVIDE W /INSECT SCREEN AND PRIMER FINISH FOR FIELD PAINTING. 02 APPROVED ALTERNATE MANUFACTURERS: CESCO, AIR BALANCE INC. • 4 OCT e xilio e „ ?pp, COW'LT_ NT 0 4 �"► a) U 0 L/'1 U 0 a) Z 4J C a) E Q. QJ DRAWN BY: CHECKED BY: DATE: SCALE: 0 CEP CEP 25JANO0 N.T.S. JOB NO.: 0003 SHEET NO.: M5.1 ICJ U 0 O v) n m NO. A A A A A A A 0 A A DATE REMARKS DRAWING TTILE MECHANICAL SCHEDULES DRAWN BY: r CEP CHECKS) BY: CEP DATE: 25JAN00 scdaz 118' =1 %0' )OB NO.: • 7.5 : — - 21 1 3" VTR �_ --- - - - \�- 3" • ELF �/r 5--C� � w-, -1 2 1 FD - 1 I WC -2 I WC -2 V U_1 L6V-1 IAV -1 FD -1 C 1 f -1 1 \! DD G.2 D.4 3/4" ------ FC - 4 4" I .n 1:113-1 4" GCO 3/4" CD i .m1- 3' CD; MATCH AREA, SEE SHEET P1.2 FOR CONTTL - 2 —.. y--E5=-1 3 - 0 3" FCO '- To -1 -� I - y 1 - -- -- _ -- PLUMBING FLOOR PLAN -AREA '1A' /8• _ , -o• — --r 3 3' I �!I 4" Ec& _ _ -- FS -1 --o- , � FS -1 3" r 4 US 4" LCD 4" COMB. WASTE & VENT 3/ 4" 3" }iB -1 ' .QQQ EXISTING 2" WATER -0 3" VTR 3" VTR Ei n KEYED NOTES: 0 sYMeDI usED FOR NOTE CALLOUT. i UN ROE PIPING 3/4 DET CONDEIG* AIL IE DRAIN FROM COMPUTER ROOM UNIT TO FLOOR SW- SEE COMPUTER ROOM 2_ ROUE VENT UP TO ROOF TO VTR, SIZE AS INDICATED. 3. ROUTE 4" WASTE LW€ TO SEWER LINE MAIN. FIELD VERIFY SEWER MAIN LOCATION. 4. DETONM CNECT L 1/2" WATER UNE TO COMPUTER ROOM UNIT HUMIDIFIER. SEE COMPUTER ROOM UNIT PIPING 5. 1/2' CAPPED AND VALVE CW uNE FOR FUTURE CONNECTION. 6. 1" CAPPED AND VALVED Cw UNE FOR FUTURE CONNECTION. 7. 3/4" Cw UNE W/VALVE UP THROUGH SECOND FLOOR SLAB. CAP AT UPPER LEVEL FOR FUTURE CONNECTION. 8. FOR WATER PIPING LAYOUT IN THIS AREA SEE WATER RISER ON SHEET P2.1. 9. ROUTE 1" CONDENSATE DRAIN DOWN WALL AND INDIRECT INTO =LOOR SINK. 10. 3/4" CONDENSATE DRAIN FROM FAN COIL UNIT. (TYPICAL) 11. PRENEW VENTER_ 2' CW UNE INTO STORAGE ROOM. PROVIDE SHUT -CFI VALVE AND DOUBLE CHECK BACK ;IOW 12. 1" CW UNE WITH SHUT -OFF VALVE AND REDUCED PRESSURE BACKFLOW PREVENTER CAP FOR FUTURE USE. 13. 1" CW IN AND 1" HW OUT OF WH -1. SEE WATER RISER, SHEET P2.1. FOR CONT'N 14. 3" WASTE FROM FIRST FLOOR •!CAST SPACE. DOW% BELOW SLAB AND CONNECT TO WASTE MAIN. WASTE UNE SHALL BE CAPPED FOR FUTURE USE. 15. ROUTE I" CW UNE FROM - HE EXISTING WATER LINE AND PROVIDE SHUT -OFF VALVE AND A REDUCE II PRESSURE BACKFLOW PREVENTER. 4` 4 A D G NO KEY PLAN SCALE CONSC.T .NT: 41) 0 0 L/1 m NO. A v DATE A A A 0 A v A A REMARKS DRAWING TIThE: PLUMB. FLR PLAN AREA'1A' SHEET NO.: P1. 0 pin CO z 0 -a F E c r COMB. WASTE St VENT >I> c 't r N - • I I 1 '1 I t 1/4 LIG 1 17.771,47 7177.7.=.77777.7.7777=7. '4 COMB. WASTE 4) & VENT 4" COMB.WAST. & VENT f. I - 1 _ 1 Tenant Improvement: New Offices/Data Center for: 4 COMB. WASTE & VENT TREALM -A Micron Company PHASE 1 3417 S. 120th Place Tukwila, WA 98188 I I m m 0 z 0 m ( (") (:) MUSGROVE ENGINEERING, PA 410 S Orchard. Sudo 184 Boma 11) m3/05 (208) 384-0586 lax (208) 384-0166 inuagrowenuagroveengineertvcom PROArCr Nowlin 00-03 JOHNSON itlICHTIECTS 16445 47 .sropk141.110 W,111, PLUMBING FIXTURE SCHEDULE SYM FIXTURE WASTE VENT TRAP Cw HN YANt1FACTURER / AOOIT!ONAL C01d1IENTS CLOSET 3 2 NIT. 1 __ I KOHLER KINGSTON UTE TOILET MODEL K -4330 WRH SLOAN REGAL I WATER 1100EL 1 1 t FLUSH VALVE (1.6 GAL) AND : L15TRA OPEN FRONT SEAT i AND CHECK HNIGE MODEL K- 4670 —C (P� STANDARD) ___,1 y ,,, c _ 2 WATER CLOSET 3 2 I 1 — � KOHLER HIGHCLIFF LATE TOP -ET MODEL K -4330 (MOUNT SEAT HEOGHT I tr —t9" A_F.F. AND INSTALL FLUSH VALVE ON WIDE SICE OF TOILET) WITH SLOAN REGAL XL MODEL 111 FLUSH VALVE (1.6 GAL) AND ILUSTRA OPD. FRONT SEAT ANC CHECK HINGE MODEL K - 4670 —C (ADA COMPLYANT) I URINAL (SIC STANDARD / U-1 AN I ADA COMPLIT) 2 1 I 1 1/2 NT 3/4 1 -- f KOHLER DEXTER LATE URINAL MODEL K - 5016 —T (REF. ARCHITECTURAL I DWG. FOR MOUNTING HEIGHTS) WITH CONCEALED SUPPORTING CARRIER AND SLCAN REGAL XL MODEL 186 -1 FLUSH VALVE (1.0 GAL) V— A OUNT�Op MOUNTED) 1 1/2 1 1/2 I 1 1/4 1/2 t 1/2 KOHLER PENNINGTON COI.NTERTOP LAV. MODEL K - 2196 -4 20" x 17" OVAL WITH KOHLER CORALAIS SINGLE CONTROL LEVER MODEL 15598 -5 i WITH LONG VANDAL RESISTANT HANDLE AND DRAIN { (ADA COMPLIANT) ■ SS -1 SERVICE SINK 3 2 3 1/2 1/2 !FIAT SERVICE SINK MODEL 1MSB -2424 (24"X24 - X10" DEEP) WITH FAUCET #830 —AA. !TRAINER 11453 —BB. HOSE & BRACKET 1832 —A:. MOP HANGER 1885 —CC. VINYL BUMPER GUARD 1E- 77 —AA. AND 'STAINLESS STEEL WALL GUARD. (FLOOR MOUNTED) --f DF_1 DRINKING FOUNTAIN 1 1/2 1 1/2 1 1/4 1/2 I -- I HAWS CHILLED WATER DRINKING FOUNTAIN MODEL 1HWBFA8L (REF. I ARCHITECTURAL DWG. FOR MOUNTING HEIGHTS) (DUAL INTERIOR BUBBLERS) ED -1 ; FLOOR DRAIN 2 1 1/2 ; 2 -- � -- I .)R SMITH 12005 —A. CAST IRON BODY WTTI- ADJUSTABLE STRAINER AND : TRAP PRIMER. (CONCRETE FLOOR) _ FLOOR SINK (6' DEEP) 2 1 1/2 2 } -- __ ' JR SMR1- 13100. 6" DEEP, CAST IRON BODY, ENAMEL INTERIOR. NICKEL — BRONZE HALF GRATE. HB —t HOSE BIBB -- __ 1 -- 3/4 _— WOODFORD MODEL 165 SERIES WITH VACUUM BREAKER AND TEE , HANDLE. MOUNT AT 18" ABOVE FINISH GRADE. (NCH—FREEZE) HB -1 HOSE BIBB —_ —_ __ 3/4 —_ WOODFORD MODEL #24 SERIES WITH MODEL 37HC1 BACKFLJW PREVENTER. MOUNT 48" AFT (INTERIOR) SA-1 SHOCK ABSORBER __ __ __ SEE PLANS __ JR SMITH HYDROTROL WATER HAMMER ARRESTER, SIZED PER FIXTURE UNITS SERVED. PROVIDE ACCESS PANEL OM. (. HAMMER ARRES.) _ 1 «ATER HEATER SEE __ __ 1/2 PLANS i 1/2 RHEEM ELECTRIC WATER HEATER MODEL #68v50S, 5C .;AL. ARK, 2000 W, 120/10. ' (50 GAL. TANK) 1 ET -1 EXPANSION TANK __ __ __ SEE PLANS __ I AMTROL MODEL AST— PRE — CHARGED TO 1:51 THERMAL , EXPANSION ABSORPLR. DRAWN BY cEp CHECKED BY: cEp OA1F: 25JANO0 N.T.S. JOB NO.: M 1" HOT WATER (ELECTRIC UNION (TYPICAL) NTS « ♦ I/ NTS DOMESTIC WATER RISER R — BALL VALVE 41-1 P do T RELIEF VALVE ELECTRIC WATER HEATER DETAIL 1" COLD WATER SUPPLY BRACE LINE TO WALL RUN DISCHAR LINE TO FLOOR SINK SAME SIZE AS VALV DISCHARGE). DRAIN VALVE V THREADED HOSE CONNECTION NOTES: 2. 3. 4. 5. ALL HANDICAPPED FIXTURES MUST COMPLY WITH THE AMERICANS WITH DISABILFIES ACT AADA). SEE ARCHITECTURAL PLANS FOR HANDICAPPED FIXTURE DESIGNATIONS, LOCATIONS, CLEARANCES, AND MOUNTING HEIGHTS. ALL HW PIPING AND DRAIN ONES BENEATH HANDICAPPED DESIGNATED [A\S, MUST BE INSULATED TO PREVENT BURNS. REF. ARCHITECTURAL PLANS. INSULATE WITH MOLDED CLOSED CELL VINYL INSULATION — TRUEBRO OR EQUAL. PROVIDE P —TRAP PRIMERS FOR ALL FLOOR DRAINS AND FLOOR SINKS (PPP INC., OR EQUAL). SEE SPECIFICATIONS FOR ALTERNATE APPROVED MANUFACTURERS. BACKFLOW PREVENTION: THIS BUILDING IS PROVIDED WITH BACKFLOK PREVENTION DEVICES ON THE MAIN WATER SERVICE AND THE FOLLOWING EQUIPMENT: A. MECHANICAL SYSTEMS SEE FINISH GRADE 6" CONCRETE PAD CAST IRON EXTENSION SAME SIZE AS 11 110111111 SEWER PIPING NTS CAST IRON CLEANOUT WITH COVER FOR DUTY REQUIRED. COVER TO BE INSCRIBED SANITARY SEWER CLEANOUT" CAST IRON LONG SWEEP 1/4 BEND OR CAST IRON CO B . Y & 1/8 BEND USE REDUCING TYP WHERE REQUIRED SANITARY SEWER LINE (PVC, ASTM D3033 OR 03034, SDR 35. W/ ELASTOMERIC GASKETS) GRADE CLEANOUT (GCO) DETAIL 'r • EXp!R OCT 0 1,,,,, C U 0 U 0 z C a) E O Q E ti C a) NO A A A A A A A 0 0 0 v DATE REMARKS DRAWING TITTLE: PLUMBING DET /SCH /RISER SWIM' NC P2.1 • DRAWN BT OWM 01.010 BY JAG ATE 25FEBOO scnii AS SHOWN : x8 n . 99129SEA M • ELECTRICAL SITE PLAN GENERAL NOTES: Cl CONTRACTOR SHALL CONTACT UNDERGROUND UTILITY LOCATING SERVICE PRIOR TO EXCAVATION FOR UNDERGROUND CONDUIT RUNS. S2 SEE ONE -LINE DIAGRAM, SHEET E7.0, FOR CONDUCTOR /RACEWAY REQUIREMENTS. EXIST'N BUILDING 21 -02 PROPOSED TENANT SPA 45.000 s.f. ELECTRICAL SITE PLAN KEYNOTES. S1 APPROXIMATE LOCATION OF UTILITY TRANSFORMER. TRANSFORMER TO BE INSTALLED BY SEATTLE CITY LIGHT. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY AS REQUIRED. / ,X < ELECT ICAL SITE PLAN SCALE: 1" = 40' - -0" PROJECT GENERAL NOTES: t � -- �+ - - . A (RE: ALL ELECTRICAL SHEETS) El ALL ELECTRICAL EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, UNIFORM FIRE CODE (UFC) AND ALL OTHER LOCAL AND STATE CODES. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER IN WRITING IF PORTIONS OF THE DESIGN SET OR FIELD CONDITIONS DO NOT MEET REQUIRED CODES. E2 ELECTRICAL CONTRACTOR TO COORDINATE ELECTRICAL DEMOLITION OF EXISTING AREAS AFFECTED BY THIS PROJECT, INCLUDING BUT NOT LIMITED TO CONNECTIONS TO REMOVE MECHANICAL EQUIPMENT, GENERAL POWER, COMMUNICATIONS AND LIGHTING AS REQUIRED FOR TENANT BUILDOUT, COORDINATE WITH GENERAL CONTRACTOR. ELECTRICAL LEGEND Cmow+_ -cCa s DEXICFC • LIGHTING b. TEXPINGNE D4fl -"T. WAIF Fs; Pi A JNT ;, TES CAR:E7 0 GENERAL ELECTRtAL CONTROL OR MWtNG MACE. M PAhELBGr&RD. SEE SCHEDULE FOP TVPE. D TYPE TRANSFORMER SPEOAL PURPOSE OLI7Lt TYPE A L, AMPERAGE AS INDICATED /SPECIF:£C, GFI OUP.' EX OUTLET + 18 i4F=, nLESS OT NOTED. 6 DUPLEX CONVEN ENCE O.'TLET. + 18 AFF. UNLESS �j FLOOR MOUNT DUPLEX CONVENIENCE OUTLET ISOLATED GROUND DUPLE ISOLATED GRO'NL DUPLEX OUTLET, - 'E AFF. FOL CONVENIENCE OUTLET. - 7 8-AFF UNLESS OTHERA' SE NOTED. 0 SCUIRREL CAGE INDUCTION MCTOR, SIZE AS INDICATED. NC SIZE DENOTED, INDICATES R ACTIONAL HORSEPOWER. I ®1 'LAMT TRANSFORMER, RATING AS INDICATES { r FIRE ALARU EXIT SIGN of Q 1 I X 8 LIGHT 0 CONNECTION Pc. i TO EQUIPMENT SPEOFrEDD, FtARN S. MD INSTALLED UNiIEP OTHER SECTIONS- ELECTRICAL CGH1RAC'CP TO SrPPL! RACEWAVCCHOUVCRS AvD MARE milt. CONNECTION TG Ecx "clT umplEP T4S SECTION. J OTHERWSE NOTED_ LITTER IND.TES TYPE OF DEVICE. DT- 'ERW:SE NOTED UNLESS OTHERWSE NOTED FLOOR MOUNTED FOURP.EX CONVENIENCE OUTLET NON -FUSED DISCONNECT. 3 c E, SIZE AS INDICATED. NEMA 7 ENCLOSURE. UNLESS INDICATED OTHERWISE. WR, NEMA 3k. FUSED DISCONNECT. 3 POLE, SIZE AS NDICATEL. NEMA 7 ENCLOSURE, UNLESS INDICATED OTHERWISE. WP. NEMA 3R. COMBINATION STARTER /F:;S D OR CB DISCONNECT. NEMA S'ZE AS :r.S'CATEO ' +EIVA 7 ENCLOSURE. UNLESS 'NDICATEE OTHER,: S5 THERMAL .MAGNETIC CIRCUIT SRtAKER, SIZE AS INDICATE:: • F7RE /SMOKE DAMPER (POOD_S AND :NSTALLEC BY MECHANICAL CONTROL WIRING L?'r ELECTRICAL 0 SINGLE- STATION SMOKE DETECTOR 0 SYSTEM DE I ECTOR; COMB; NATION SMOKE /HEAT El FIRE ALARM, DUAL ACTION MANUAL PUS_ STATION, +45 AFF EN FIRE ALARM, COMBINATION SPEAKER /HORN/ X STROBE. -85 "AFF. CANCEL' RATNG AS INDICATED. NO RATING INDICATES 75 CANDELA. FIRE ALARM, STROBE, --8C ° AF= CANDELA RATiNG AS INDICATED. NO RATING INDICATES 75 CANDELA. FIRE ALARM COMBINATION BELL/ STROBE FAN SH:,T DOWN RELAY MAGNETIC DOOR HOLDER OPERATING DEVICE ADDRESSABLE INPUT MODULE TAMPER, SWITCH FLOW ALARM POST INDICATOR 'VALVE E END OF LINE RESISTOR C CEILING - MOUNT. DEVICE SHALL BE LISTED FOR CEILING - MOUNT. D MECHANICAL DUCT - MOUNTED DEVICE WG PROVIDE PROTECT'VE WIRE GUARD EXISTING FIXTURE TO REMAIN 2X2 LIGHT L 2 X 4 LIGHT EMERGENCY LIGHTING 1 X 4 LIGHT b CAN LIGHT RECESS WALL WASH LIGHT E3 WALL PACK FIXTURE ® SEMI- RECESSED WALL WASH ADJUSTABLE DOWNLIGHT CORRESPONDS TO FIXTURE NUMBER IN LUMINAIRE SCHEDULE. SEE SPECIFICATIONS ® MASTER DIMMING STATION. NUMBER OF PRESETS AND STATIONS AS INDICATED. ® ROOM ASSIGNMENT STATION T❑ ELECTRO - MECHANICAL TIMER $ SWITCH, TYPE AS INDICATED. +48 "AFF 2 DOUBLE POLE 4 4WAY K KEYED P PILOTLIGHT 3 THREE WA D DIMMER M MANUAL MOTOR STARTER OC OCUPPANCY SENSOR LEGEND IS GENERNL IN NATURE. NOT ALL OF THE SYMBOLS SHOWN ARE USED IN THIS PROJECT. tf E,...AhEO:rS - 0 C 034A'T tif Mar. STAWMO, . CAPIPEIQ Ahe &AWED dig- C210 AS SP'EGf€D SED,P'7'* co ELECTRICAL ABBREVIATIONS A AC AFF AFG AF AT AWG C CB CO CKT DC DIRECT CURRE. L` DETAIL E EL EWC EWH F FVNP G /GND GROUND HH HID HOA K ✓A IC IG IPC J /JB KW KWH MB MLD MS M H NC NEC NIC ND NTS OL CS oC PVC TB TC TOP TJB TSP TTB TYP UNO CGNCEJI• 13 Ca aPir CCT/ CAMERA POs€R CC r & OAWTC ✓4 J JSTABLE CAMERA =IXED CAMERA AMPERES k TERNATVAG CURRENT A5.9V£ FIIRSHED FLOOR ABOVE 'INISHED GRADE AMPERE FRAME AMP TRIP AMERICAN WIRE GAUGE COND. CPC L BPEAKE= C '.D_,T ✓h_Y CONDUIT ONLY EMPT`" 'EMERGE•.C E /iSTI'. G E/A.HuST FAN EMERGENCY LIG -'T ELEC Tr..0 WATER- COOLER ELECTRIC WATER HEATER FUSE FULL VOLTA ;E NON - REVERSING HANDHCLE HIGH INTENSITY DISCHARGE HAND OFF AUTO HEA/, C. VE TN, ' 'T'NV, & AIR CONDITiONIN INTER •T;' ^;_ - PAC IDA''C POW .ER COMPANY JUNCTDN BOX KILOWATT KILOWATT HOUR MAGNETIC _„":ALT_- L MA " BREA!ER MOTOR CONTROL CENTER AS'^: LOGE 5`ILY MC T STAR "=R MA NHOLE NEUTRAL NORMALLY CLOSED NATIONAL ELECTRICAL CCDE NOT 11, CONTACT NORMALL OPEN NOT TO SCALE OVERLOAD OCCUPANCY SENSOR OWNER FURNISHED CONTRACTOR INSTALLED P - S TOCELL POLYVINYL CHLORIDE REEF RECPTACLE TELEFIONE TERMINAL BOARD TIME CLOCK TIME DELAY RELAY TERMINAL JUNCTION BOX TWSTST SH;ELSED PAIR TELEPH.. NE TERMINAL BOARD TYPICAL UN UNIT AE,ATE UNLESS NGTEL OTHERWISE ✓ VOLT VA VOLT AMPERE Wp WEATHER PROOF ELECTRICAL SHEET INDEX E0.0 ELEJT,RIC4L LEGEND & SITE PLAN E2.0 POWER ALAN — GROUND LEVEL AREA '74' E2.2 POWER PLAN — MECHANICAL :PVT_ A REA 'IA' E3.0 LIGHT/NG PLAN— GROUND LEVEL Ah_A 'IA' E4.0 COMMUNICATIONS PLAN— GROUND LEVEL AREA '7A' E5.0 FIRE ALARM PLAN GROUND LEVEL_ AREA 'IA' E7.0 ELECTRICAL ONE LINE DIAGRAM E7.2 ELECTRICAL DETAILS Ink >_ a) U 0 0 z E_ F- 0 w Z U i 0 C (NI C r ) MO DATE "F SIONS CEP C-. DRAWING TTIS: ELECTRICAL LEGEND & SITE PLAN SHEET NO ECO f • DRAWN BY' OWM CHEMED Bit JAG, DCC L 1E 25JAN00 SCALE: 1/8"=1"-0" JOB ND 99129SEA I 2 I ELEV /EO'UIP. 1103 D -4 CORRIDOR 1021 Lb -3 ==� OPERATIONS 1107 -79 - - - LB -27 STORAGE 11101 C CONFERENCE 1 117 1 LB -19 . I LB -19 LB- 7 LB -1 :UST- SERVICE 109: FIRE RISER 116 u O COLOCAT1ON 1 111 , DEDKATED 112 0 l ) I c POWER 1 PLAN - GROUND LEVEL AREA ' 1A" W _ —•E 3 t MOPE' STAIR C P7 P71 I MECI- 1/ELEC i I 1 t� VESTIBULE 1115 a ®TXG' SWITCHBOARD SHA" C GENERA_ POWER NOTES G1 P1 NUMBER dot ROG41 OR ADJACENT TO RECEPTACLE/DEV1Ci INDICATES POLE POS/f1ON M1THIN PANEL THAT DEVICES SHALL SE CIRCUITED C2 PROVIDE ALL RACEWAYS AND CONDUCTORS AS REOuIRED TO CIRC'Jr DEVICE5 OUT FROM PANEL fND!CATED Up TO THREE 2O4 SINGLE PHASE CIRCUITS MAY BE COWB.'P: _C ;N A SINGLE CONDUIT WITH A COMMON (MOUND. UNLESS OT,HEPAtSE NOTED G3 PROVIDE FIRESTOPP!NG FOR Ali FLOOR AND r IREWALL PENETRATIONS FROM ELECTRIC& DEVICE, RACEWAY, AND ABLE PENETRATIONS SEE ARCHTECTURAL DRAWINGS FOR FIREW AL LOCATICNS. G4 REFER TO SPECIFICATION SECTION 16442 TOR PANEL SCHEDULES. POWER. PLAN KE - TES MOUNT RECEPTACLE 4" ABOVE BACKE_fSH. P2 MOUNT RECEPTACLE I ": KNEE SPA!" it COORDINATE CONCEALED CONDUIT ROL TIND AND RECESSED OUTLETS N'; - CASINO-Ps,. GROMMETTIN: BY CARPENTER P3 THERMOSTA PROVIDED AND INSTALLED BY MECHANICAL. ELECTRICAL CONTRACTC P SHALL PROVIDE t /2 C STUBBED INTO ACCESSIBLE CEILING C ONTPO_ wiP,NC PROVVIDED BY MECHANICAL. COORDINATE INSTALLAT ON WLTh • L1CCHANIDAL CONTRACTOR. TYPICAL P4 FLOOR MOLiNTED TRANSFORMER TXGI. SPACE FOR FUTURE TRANSFORMER ABOVE. REFER TO ELEVATION DETAIL I, THIS SI-ICET P5 NOT USED PE NOT JSED P7 REFER TO ONE -1_ E CIAGRAM, SHEET E'.J FOP CONDUCTOR /RACEWA= REQUIREMENTS TO CPA -1 2.3,'.5 0 8 REFER TO DET41L 4 SHEET E7.2 FOR SIGNAL REFrRENCE GRID GROUNDING REQUIREMENTS P9 MOUNT RECEPTACLE 4" ABOVE COUNTERTOP P10 ROUTE CONDUIT TO SERVE NOC CASEWORK VIA COLUMN IN LOCATION SHOWN. COORDINATE CONCEALMENT OF CONDUIT WITH ARCHITECTURAL DRAWINGS. SCALE: NTS FUiJRE TXG TXG FLOOR ELEVATION DETAIL KEY PLAN SCALE: NTS EXPi ... ............................... ... ............................... O LL Q) ATE DRAWa1S TIRE: POWER PLAN GROUND LEVEL AREA'1A' %EFTp E2.0 EQUIPMENT SCHEDULE TAG NAME RATING VOLTAGE /PHASE FED FROM RACEWAY /CKT TYPE DISC NOTES OH -7 DUCT HEATER 4000 W 277/1 HA-13 3/4"C-2112, 1#12G DH -2 DUCT HEATER 3000 W 277/1 HA -15 3/4 "C -2 #12, 1#120 DH -3 DUCT HEATER 6000 W 277/1 HA -17 3/4'C -2 #10, 1 #IOG DH -4 DUCT HEATER 6000 W 277/1 HA -19 3/4 "C -2 #10, 1 #10G EF-1 EXHAUST FAN 135 W 120/1 LA-1 3/4"C- 2# 12, 1#12G hp SWITCH EF -2 EXHAUST FAN 1 W 120/1 LA - 3/4'C -2 #H2, 1 #12G hp SWITCH EF -3 EXHAUST FAN 1 35 W 120/1 LA-1 3/4"C- 2#1 2, 1#12G hp SWITCH EH -1 ELECTRIC WALL HEATER 2000 W 277/1 HA -1 3/4 "C -2 #12, i #120 EH -2 ELECTRIC WALL HEATER 2000 W 277/1 HA -3 3/4"C- 2# 12. 1#120 CRA - 1 AIR CONDITIONER 480/3 SEE ONE -LINE SEE ONE -LINE INTEGRAL CRA -2 AIR CONDITIONER 480/3 SEE ONE -LINE SEE ONE -LINE INTEGRAL CRA -3 AIR CONDITIONER 480/3 SEE ONE -LINE SEE ONE -LINE INTEGRAL CRA -4 AIR CONDITIONER 480/3 SEE ONE -LINE SEE ONE -LINE INTEGRAL CRA -5 AIR CONDITIONER 480/3 SEE ONE -LINE SEE ONE -LINE INTEGRAL CH-1 WATER CHILLER 480/3 SEE ONE -LINE SEE ONE -LINE INTEGRAL CH -2 WATER CHILLER 480/3 SEE ONE -LINE SEE ONE -LINE INTEGRAL FC -7 FAN COIL 1/3 hp 277/1 HA - 3/4 "C -2 #12, 1 #12G FC -2 FAN COIL 1/4 hp 277/1 HA -7 3/4 "C -2 #12, 1 #I2G FC -3 FAN COIL 1/3 hp 277/1 HA -9 3 /4 "C- 21'12 1 #120 FC -4 FAN COIL 1/3 hp 277/1 HA -11 3/4'C -2112, 1 #12G P - PUMP 30 hp 480/3 SEE ONE -LINE SEE ONE -LINE 100 A P -2 PIJMP 30 hp 480/3 SEE ONE -LINE SEE ONE -LINE 100 A DRAWN Br: JAG (Kam By. DCC, JAG DkTE 25JANO0 SCALE J08 "D 99129601 • 0 0 C L (P(2 ® 4 Q4 4 I AIR 1 MEETING ;1. ROOM 106 I► EF \ ELL- EQUIP 103 • � LOBBY 100 A FC 111:1 t ! _ 0_S� : y (I Y III MEN_ II ' r�-- f� CORRIDOR 02 1 — - - -OPERATIONS 107 1 CONFERENCE 117 UPf- STC RAGE 4 V51 110 , i - -" © s CUSTOMER ERVCE 109 Q Et IL 9 DEDICATED L -- - 1 - - - - - I i i -. SCALE: 1 / g POWER PLAN - MECHANICAL UNITS AREA 1 A ' = 1 - POWER PLAN KEYNOTES: MEC_G / I14 11. P1 PROVIDE (2) 2 1/2"C EMPTY AND (1) 3/4"C EMPTY WITH PULL LINE FROM SWITCHBOARD TO LOCATION OF FUTURE MECHANICAL UNIT(S) AS SHOWN. CEE M KEY PLAN SCALE: NT E X P XP acr L l 2 003 0 0 l� w (a) C 0 1• NO DATE DIVAVNG 7111E POWER PLAN MECH UNITS AREA 1 A DRAWN BV OWM CHEM) BY: JAG Era: 2SJAN00 SOLE: 1/8"=1'-0" JOB ND 99129SEA HA -78 HA - 16 _ •ORR 1,102 ,i LOBBY ' 100 CONFERENCE 17 N.O.0 ( TO ZONES 2 &.3 VESTIBULE 15 P HA -'8 MEN U4 =9 ELEV /EQUIP 1 - I L GENFRAL LIGHTING NOTES; HA -16 HA -16 ( -)a 4 I GI CONTRACTOP SHALL COORDINATE ELECTRICAL SYSTEMS INSTALLATION TO AVOID INTERFACE WITH DUCTWORK /PIPING AND OTHER TRADES. CONTRACTOR SHALL COORDINATE PLACEMENT OF FIXTURES WITH ARCHITECTURAL REFLECTED CEILING PLAN. LOCATION OF FIXTURES SHALL GOVERN WITH CONFLICTS WITH SUPPLY /EXHAUST DIFFUSERS. G2 NUMBER ADJACENT TO FIXTURE (DEVICE OR WITHIN ROOM) INDICATES POLE POSITION WITHIN DESIGNATED PANEL THAT DEVICE SHALL BE CIRCUITED, UNLESS OTHERWISE NOTED. G3 SWITCHES CONTROL ALL LIGHTS WITHIN THE SAME ROOM, UNLESS OTHERWISE NOTED LINE WORK SHOWN FOR CLARITY OF SWITCHING f r HA -16 HA-2 --{/j 7 0 ZONES 2 &3 friA 6 116 LIGHTING PLAN KFYNOTTS 11 PROVIDE FIXTURE TYPE 15 MOUNTED IN ARCHITECTURAL COVE. COORDINATE MOUNTING OF FIXTURE WITH ARCHITECTURAL DETAILS. L2 PROVIDE FIXTURE TYPE 13 T:NACK LIGHTIN:; WITH LENGTH OF TRACK AND NUMBER OF HEADS AS SHOWN ON PLANS. PROVIDE SEPARATE TRANSFORMER AND TRACK FOR EVERY 6 HEADS L3 MOUNT CHAIN -HUNG SUSPENDED FIXTURES AT 9' AFF, TYPICAL ALL FIXTURES WITHIN ROOM. L4 PROVIDE ADDITIONAL "HOT- LEG" FROM NEAREST LIGHTING CIRCUIT TO EXIT LIGHT, TYPICAL. MA -10v) NA-10L HA -10 112 HA -70 HA -10L HA - 10� I� J� HA -1 0 � HA - COLOCATION .I HA -10 ZONE 2 =2a NA- '2 w1 -12 HA - Hi -12 DE 112 i HA - { =20, HA - I T HA - i2 � HA -12 - SCALE: 1 LIGH TING PLAN - GROUND LEVEL AREA '1 A 2 COLOCATION HA -12L `0 HA - a a ZONE 3 ST/JR 113 8 L.--J U HA -14 MECH/ ELEC ;114 T • EXp OC o 20a3 KEY PLAN SCALE NT I • 0 0 U w N- m NO DATE REAM DRAWNJG 1111.E: UGHTING PLAN GROUND LEVEL AREA'1A' WEFT NO E3.0 M s ®€€: a.. SEE SHEET. E3 1 FOR CONTINUATION GENERAL LIGHTING NOTES: G1 CONTRACTOR SHALL COORDINATE ELECTRICAL SYSTEMS INSTALLATION TO AVOID INTERFACE WITH DUCTWORK/PIPING AND OTHER TRADES. CONTRACTOR SHALL COORDINATE PLACEMENT OF FIXTURES WITH ARCHITECTURAL REFLECTED CEILING PLAN. LOCATION OF FIXTURES SHALL GOVERN WITH CONFLICTS WITH SUPPLY /EXHAUST DIFFUSERS. G2 NUMBER ADJACENT TO FIXTURE (DEVICE OR WITHIN ROOM) INDICATES POLE POSITION WITHIN DESIGNATED PANEL THAT DEVICE SHALL BC CIRCUITED. UNLESS OTHERWISE NOTED. G3 SWITCHES CONTROL ALL LIGHTS WITHIN THE SAME ROOM, UNLESS OTHERWISE NOTED. LINE WORK SHOWN FOR CLARITY OF SWITCHING. o 8 LIGHTING PLAN KEYNOTES • UNOCCUPiE D H le 1,f _ 1 (LI 1 L 1 PROVIDE FIXTURE TYPE 15 MOUNTED IN ARCHITECTURAL COVE. COORDINATE MOUNTING OF FIXTURE WITH ARCHITECTURAL DETAILS. 12 PROVIDE FIXTURE TYPE 13 TRACK LIGHTING WITH LENGTH OF TRACK AND NUMBER OF HEADS AS SHOWN ON PLANS PROVIDE SEPARATE TRANSFORMER AND TRACK FOR EVERY 6 HEADS. L3 MOUNT CHAIN -HUNG SUSPENDED FIXTURES AT 9' AFF, TYPICAL ALL FIXTURES WII HIN ROOM. L4 PROVIDE ADDITIONAL "HOT-LEG" FROM NEAREST LIGHTING CIRCUIT TO EXIT LIGHT, TYPICAL. CG O LIGHTIN PLAN - GROUND LEVEL AREA ' 1 B' SC 1/8 "' = 0" 1 is SEE SH FOR CO PNUAT1ON 00 o 0 e4)024/R °Cr ar zocu SCALE: NTS KEY PLAN ^ C W ti C C L.) � w :=1 DATE REAMS DRAWNG 1TiLE: UGHTING PLAN GROUND LEVEL AREA '1 B' DRAWN er OWM aver: JAG, DCC L$TE 25JAN00 SOB NO • 99129SEA SHEET NO E3.1 1 1 _ I — 1•••■■••••17. -..•••••••••••• 1 _ _ -a _ • _ I ii I MEETING "---1, __—_ a LL Lb '1 GI ROOlvl -,4 i r 44- ■ ' ' 1— .4! i I, ---1 11 1 1 / ! 02 .! UP I Oi* • 105 ___ I I -••■•.4====' 41. tL ■ EN J DZ 104 f„ LU d I t — __ _ L.." 14 1 LL 1 ; CORRIDOR S E 1 E 1 CONFERENCE 1 C fgt 09 i . E uP THREADED ROD PER MANUFACTURERS SPECIFICATIONS. EXTEND TO STRUCTURAL SUPPORT. 5/8" SUSPENDED ALUMINUM CHANNEL AS / AS DETAILED ON SHEET A5.15 t 12' t 2=1' \ 11 te, 4.14 LU STORAGE OPER' ib7 1 !4 c 4 _ 108 U-:6 a DETAIL I KEYNOTES (DX 01 MOUNT INDEPENDENT CABLE TRAY RUNG(S) ON 1 5/8" SUSPENDED "OPEN TOP" CHANNEL. REFER TO CHANNEL SYSTEM DETAILED ON SHEET A5. IS FOR ROUTING. RUNGS SHALL BE EQUAL TO CEN-TRA). FULL RUNG, TOP MOUNT _ _ _ _ — — — — — —g-- — I — L 1_/"\NNEL/CABLE TRAY MOUNTING DETAIL SCA: FIRE RISER 116 L SUSPENDED CABLE TRAY MOUNTING DETAIL (2- - — F 1 [ Cl -4-- 1: D4 i COLOCATION I 111 DEDICATEE! 112 COMM ROOM 306 1 — CABLE MANAGER --------- * S y l o JNICATIONS PLAN — SECOND LEVEL r ------Ic4> 1 1.4 1 1 1 1 1 1 I I I 1 I 1 1 1 I-1-4 1 1-4-17r C3 CONDUIT/CABLE SCHEDULE 0 • —0- -H- 19" RACK & PATCH PANEL (0] (4) 4 PAIR CAT 5 CABLES TO EACH WORKSTATION POWER POLE BY OWNER (b] 3/4"C-(4) 4 PAIR CAT 5 CABLES (c] 3/4"C-(2) 4 PAIR CAT 5 CABLES (d] 3/4"C-(1) 4 PAIR CAT 5 CABLES ACCESSIBLE CEILING LLJI 1 — 1 1 _ F 1 Ir __e_ — I IL _ VESTIBULE 115 I Y 9 E 1 L-- 1 D4 - 0 4 COMMUNICATIONS RISER GFNFRAl COMMUNICATIONS RIS5R NOTF.S 01 COMMUNICATIONS PROJECT SHALL CONSIST OF PLACEMENT, TERMINATION, CONNECTION, TESTING. AND IDENTIFICATION OF TELEPHONY SYSTEM AS SHOWN AND SPECIFIIED HEREIN. THE WORK SHALL CONSIST OF ALL LABOR AND MATERIALS (EXCEPT OWNER FURNISHED MATERIALS SPECIFICALLY CALLED OUT) FOR A COMPLETE AND OPERATIONAL SYSTEM. G2 OWNER FURNISHED ITEMS: o) 48 PORT R,.145 CATEGORY 5 PATCH PANEL USED IN COMMUNICATIONS ROOM FOR TERMINATION OF CAT 5 DATA CABLES. b) 19" TERMINATION RACK. G3 ALL CABLES, CONNECTORS, AND OTHER EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND MICRON ELECTRONICS REQUIREMENTS. G4 ALL OUTLETS AND CABLES SHALL BE CLEARLY LABELED IN ACCORDANCE WITH THE LABELING SPECIFCIATIONS PROVIDED BY MICRON ELECTRONICS, INC. ONLY MACHINE GENERATED LABELS WILL BE ACCEPTED. 05 ALL CABLING SHALL BE CONTINUITY AND POLARITY TESTED. THE CONTRACTOR SHALL REPLACE ANY DEFECTIVE CABLE(S). G6 CONTRACTOR SHALL SUBMIT PRODUCT SPECIFICATION SHEET TO ENGINEER PRIOR TO INSTALLATION. 07 FOLLOWING COMMUNICATIONS SUBCONTRACTORS ARE PREAPPROVED FOR SUBMITTAL OF BIDS. DATA CABLING SERCIES, INC PRECISION COMMUNICATIONS, INC C3 COMMUNICATIONS G8 THE COMMUNICATIONS CONTRACTOR SHALL CONTACT MICRON ELECTRONICS PRIOR TO BEGINNING THE PROJECT TO COORDINATE SPECIFIC PROJECT REQUIREMENTS AND SCHEDULE. CcE GOMMUNLCATIONS_RISFR KEYNOTES. CI FOR QUANTITY OF DEVICES REQUIRED, SEE PLANS. C2 ROUTE CAT 5 THROUGH 2"C SLEEVES TO OWNER-PROVIDED CABLE MANAGER, QUANTITY AS REQUIRED COORDINATE LOCATION OF SLEEVES WITH OWNER. C3 STUB CONDUIT MINIMUM OF 6" ABOVE ACCESSIBLE CEILING. C4 SEE COMMUNICATIONS PLAN FOR LOCATION OF CABLE TRAY. C5 TERMINATE CAT 5 CABLE ON OWNER FURNISHED PATCH PANEL IN COMM ROOM 206. SEE OVERALL ELECTRICAL PLAN FOR APPROXIMATE LOCATION OF COMM ROOM. CAMMUNEATIONS PLAN KEYNOTES REFER TO COariuNCATIONS RISER orro 3, TS SMUT FOR COMMUNICATIONS SYSTEM REDWIMENTS COORDINATE EXACT L ff.",AY)ON OF Ompep - wsTALLED RAcx ORI•R TO PERFORMK.0 AY:Kw C2 MOUNT DATA OUTLET IN KNEE SPACE COOPOINATE CONCEALED CONDO! ROUTING A?C RECESSED OUTLETS CABINTRY GROmmETTiNG 6Y CARPENTER. C3 CORE-DRILL TO BASEMEN" arTENE l/. BENEA'H FLOOR AND UP BUD ELECTRICAL ROM, 209 Ca ROUTE CAT5 CABLING AS REWIRED FOR mODuLA4 FuRNT;.,RE PRO:4.5f FOUR CAT5 CABLES 'OR LAG- DESK POSMOn AND TERMINATE E AS REQUIRED mor FURNITURE PRO ,,, DEE 13 OWNEP COORDNATE WSTALLATION OF CABLING e fitA.N..FACTiRER. C5 MOUNT "Ni '.;"5 TO TOP OF UNISTRL _ ANI., DISASTER RECOVEPy - SHEET. DETAIL W7THIN AREAS GB MOUNT CABLE TRAY TO STRUC 'URA_ CIENRIG AS DESCRIED ON mos SHEE7 DE7 .4k_ 2_ £0i-iiPMEN" LEGEND (HIS SHEET ONL Y.) q), WIDTH OF CABLE TRAY ev INCHES CENTER -HUNG SPINE-TYPE MAY. SEE THIS SHEET. DETkLS 1 lc 2 FOP MOUNTING REQUIREMENT 0 KEY PLAN SCALE. NTS • •• r‘o REMVIS DRAw PLAN GROUND LEVEL AREA ' 1 As DRAWN BY °WM CHECKED BY: JAG, DCC SCAE, 25JANO0 1/8" = .108 ND 99129SEA SHIT NO E4.0 DRAWN BY OWM CHEMED BY JAG, DCC DATE 25JANOO via. AS NOTED J08 ND 99129SEA r GENERAL FIRE ALARM NOTES: 01 04 • ♦ J 0 v, os v.. If • • i 1 i1 [ < WOMEN 105 MEN j p4 3 C N- w --WFERATIOrsE 10 Ik_ dl 75 1 , 1 MEETNG 1)0 I ii I ROOM I' r - _j____1:-._:_ i. Ili ,. -it R- - ■ EL'V EQUIP. I 103 • CORRIDOR r � 1 Inn / ffl FURNISH AND INSTALL ALL SUPPLEMENTARY /MISCELLANEOUS ITEMS AND DEVICES INCEDENTAL TO OR NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM. G2 THE COMPLETE INSTALLATION SHALL CONFORM TO THE APPLICABLE SECTIONS OF NFPA 70 (NATIONAL ELECTRIC CODE), NFPA 72, STA T, AND LOCAL CODES. 03 PROVIDE COMPLETE POINT TO POINT WIRING DIAGRAM FIRE SPRINKLER SYSTEM TO ME DESIGNED AND INSTALLED BY THE FIRE SPRINKLER CONTRACTOR (REFER TO REQUIREMENTS OF SHEET FS 1. 1). ELEC CONTRACTOR SHALL COORDINATE ALL ELECTRICAL CONDUIT, WIRING, AND DEVICE REQUIREMENTS TO INTERFACE WITH THE SPRINKLER CONTRACTOR INCLUDING FLOW. TAMPER, LOW PRESSURE AIR SWITCHES AS REQUIRED BY THE FIRE SUPPRESSION CONTRACTOR. G5 COORDINATE WITH BUILDING OWNER FOR DESIGN /INSTALLATION OF SECOND FLOOR FIRE ALARM SYSTEM INTERFACE WITH EXISTING BUILDING. CONTRACTOR SHALL PROVIDE AND INSTALL A COMPLETE AND OPERATIONAL SYSTEM TO INCLUDE INTERFACE WITH DOUBLE – INTERLOCK" FIRE SUPPRESSION SYSTEM AND FM -200 AS REQUIRED. G6 CONTRACTOR SHALL PROVIDE A COMPLETE SUBMITTAL TO AUTHORITY HAVING JURISDICTION PRIOF TO INSTALLATION INCLUDING VOLTAGE DROP, BATTERY CALCULATIONS, AND SUBMITTAL DATA AS REQUIRED BY NFPA 72. 07 INSTALL IN ACCORDANCE WITH ALL APPLICABLE CODES AND MANUFACTURER'S RECOMMENDATION TEST IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE AND THE LOCAL FIRE MARSHALL /AUTHORITY HAVING JURISDICTION. UPON COMPLETION OF THE SUCCESSFUL TEST, THE CONTRACTOR SHALL SO CERTIFY IN WRITING TO THE OWNER AND GENERAL CONTRACTOR. 0 [ E 1 E� 7 CONFERENCE F I 117 1 L STORAGE 7; ' x110 O > F1 ■®0J CUSTOMER SERVICE �UP 0 0 F2 INSTALL 20' O.C. IN CEILING, TYPICAL. F,3 II J j DEDICATED N.O.C. ! f F108 .� I `1 f f - -- 1 t �_ = - - - - - � i f F4 INSTALL 20' O.C. IN FLOOR, TYPICAL. REFER TO MOUNTING DETAIL 3, SHEET E7.2. - - -- -- — FIRE ALARM KEYNOTES: CriD EXTEND 3/4 C -1 TSP TO EXISTING BUILDING FACP LOCATED ON THE MAIN LEVEL. ALARM OR TROUBLE CONDITION ON SECOND LEVEL SHALL BE INDICATED ON BOTH THE SECOND LEVEL FACP AND THE EXISTING MAIN FACP. MOUNT DEVICE ABOVE RACKS AT A HEIGHT FLUSH WITH THE BOTTOM OF THE LIGHTING FIXTURES. DEVICE SHALL BE LISTED FOR CEILING MOUNT PER NFPA 72. F5 DUCT SMOKE DETECTORS ARE INTEGRAL WITH MECHANICAL UNITS CRA– 1, CRA -2, AND CRA -3, SUPPLIED AND INSTALLED BY MECHANICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE FIRE ALARM SYSTEM CONTROL WIRING FROM FACP TO DEVICES. FAN SHUT DOWN CONTROL WIRING BY MECHANICAL. 0 FIRE ALARM PLAN - GROUND LEVEL AREA '1A' SCALE: 1 /8 E9 O 0 0 - - - 0 COLOCATION; 111 f f ( f f f f f -_ –,0 0 O 0 FIRE RISER 0 0 J 1 1 16 ' L h r,, III EXISTING FIRE MISER f _ 1 1 1 I 0 ill STNR- QQ 113 – - – 1 ; G f t _ s; i 1 I , II O f F � _ -- -- _ —_ —• —_ I 85 KEY PLAN SCALE • NTS ex P ek ocro 7 206; C C c • W •✓ ti F— U 0 O (N Vi m N�. CATE REMARKS )WVa*43 FIRE ALARM PLAN GROUND LEVEL AREA'lA' SHEET NO.: E5.0 4 Mir c m 0 z 3 Fri Lfl c z cJ rjj 6 1 L _J FOR PERMIT ONLY T L --- n :rea m I I 0 X " 1 I e Tenant Improvement: New Offices/Data Center for: 3417 S. 120th Place Tukwila, WA 98188 1 ; .1 L ----- 4 - 1 [T1 Ic 1-- L L — - — - — - — • - - =7-4 Micron Company PHASE 1 0 / A/ /IV PR/AIc3 4 I 1 i Mr1111, ■Nisrm. ••••■• 0 JOHNSON lutairrEcrs 1•11111■11111111 pdbolori arporto 'Tog CONDUCTOR/ RACEWAY TAG GJC OONDUIT WIRE [2N7 1/2' 4172, 1/12:; [3N] 3/4" 4110, J110G f4N7 3/4" 418, 1110E f5N7 1" 416, 11100 [6N7 1" 414. 1180 [7N] 1 1/2" 413, 1186 f8N] 7 1/2" 413. 118G [9N/ 7 1/2 412. 118E [ION] 1 1/2" 412, 1186 [72.5N1 I 1/2" 41?, 1#6G _15N I 7/2" 41 1/0, 116G [17.5N' 1 1/2" 412/0, 116G [20N] 2" 413/0, 1160 [22.5N] 2 1/2" 414/0, 1146 [25N] 2 1/2" 41250KCMIL, 114G [30N] 3" 41350KCMIL, 114G [35N] 3 1/2" 41500KCMIL, 712G [40N] 3 1/2" 41500KCMIL, 112G f 2] 1/2" 3#12, 1112G 3110, 1110G 318, 1170G [3] 3/4" 3/4" [4] [5] I " 316, 7170G [6] 1" 316. 1110G [7] 1 1 /2" 314, 1180 [8] 1 1/2" 313, 118G [9] 1 1/2" 312, 118G [iC] 1 1 /2" 3#2, 118G [72.5] 1 1/2" 311, 116G [15] 1 1/2" 311/0, 1166 [17.57 1 1/2" 312/0, 116G [20] 2" 313/0, 116G [22.5] 2" 314/0, 114G [25] 2 1/2" 31250KCMIL, 714G [30] 2 1/2" 31350KCMIL, 1146 [35] 3 1/2" 31500KCMIL, 1126 [40] 3 1/2" 31500KCMIL, 1126 [2v] 1/2" 2112, 1112G [3v] 3/4" 2110, 1110G [4V] 3/4" 218, 1110G [5v] 1" 216, 7110G [6v1 1" 216, 11106 DRAWN Bf GJC °EO JAG,DCC b1TE 25JAN00 vied NITS 106 N0 99129SEA 500K* 46 J UTRfr 'VIM, TRANSFORMER 20004 4 POLE ATS w /IMP (5) j40 25004 4 8 _ 2 771 rTh 25004 8 I, 'GC LE 1: 500KVA (2) [ CABINET OG i;LE 1 00'KVA EC .-IE- ELTRICAL ONE -LINE DIAGRAM SCA NTS (2) f40] BATTERY CABINET i 02> 1000A 10004 10664 1000 2000A 480/277V ONE -LINE DIAGRAM KEYNOTES: SYSTEM BYPASS MODULE 8004 ,(2) [ i senc susic ri 01 PROVIDE DOUBLE ENDED SWITCHGEAR WITH BREAKER AS SHOWN FOR FUTURE FEED FROM NEW SERVICE ENTRANCE. imp 0 02 PROVIDE OUTPUT ISOLATION BREAKER SECTION TO ALLOW FOR FUTURE ADDITIONAL UPS MODULES WHILE MAINTAINING UPS SYSTEM ONLINE. 03 ATS TO BE FED FROM TEMPORARY 1500KW GENERATOR LOCATED ON SEMITRAILER. COORDINATE EXACT TEMPORARY ELECTRICAL REQUIREMENTS FOR TEMPORARY FEED W'TH GENERATOR MANUFACTURER. (2) ( CH- 1 4 450A ACC3 CH -2 FUTURE FUTURE CHILLER CHILLER 4504 [e] - [8) -- It P- 80 CONDUCTOR/RACEWAY SCHEDULE [1o) - [10J - 100 l 700 so)- - -Q [10) CD © © 0 0 (0 P -2 CRA CRA -2 CRA -3 CRA -4 CRA -5 (2)[20N) PANEL HA 400A 277/480v 30, 4W1RE MLG SCALE: NTS (10 . GOA TC - 75kVA - PANSFORMER 480V aRIMAR• 208 /120V SECONDARY PANEL LA 225A 120/2)81 30 4 WIR= 111.0 KEY PLAN [1o)- 25004 100A T) -2 75rVA TRANSFORMER 4 30V PP/MARY 2G / 20V SECONDARY PANEL LB 225A 120/2081 30, 4W1R0 MLO ® A OD (G) 0 C j) U � V 0 l/1 U 0 z a) E Q E U i 4-J NO DATE E LECTRICAL ONE LINE DIAGRAM E7.0 • 3/4"C #1 87SP MINIMUM (TYP) PROVIDE END -OF -LINE RESISTORS AS REQUIRED FOR ALL CIRCUITS (TYP) 17=-1 RAISED FLOOR SMOKE DECTION DETAIL : NTS TO REMOTE ANNUNCIATOR RAISED FLOOR PANEL I 3/4 "C -WIRE AS REQUIRED SEE SHEET E5. 1 FOR LOCATION AND QUANTITIES 3/4 "C 2 #2, 1 #12G t 20VAC 2 1/2 "C -2 #12,1 #12G 2 -0E3 2 — �-- ELECTRICAL SOLENOID VALVE ALARM PRESSURE SWITCH LOW AIR PRESSURE SWITCH • ADDRESSABLE MAIN FIRE ALARM CONTROL PANEL (FACP) ®® � ® DJ- 7 SMOKE DETECTOR E5.' BATTERY ENCLOSURE UL LISTED FOR FIRE PROTECTIVE SERVICE 12VDC FIRE ALARM TERMINAL BOX 3/4 "C -4# 14, 1#140 (TYP) 1/2"C-2#1 1#14G (TYP) rB 6 e 2 -2 e---0231 SEE SHEET E5. 1 FOR LOCATION AND QUANTITIES 1 /2"C 2 #4,1 # 14G MAIN Fl OW VALVE TAMPER SWITCH TEST VALVE TAMPER SWITCH 12VDC FIRE FIR ALARM PARTIAL SYTEM RISER DIAGRAM Os� SC NTS E5.1 SPLICE ALL SHIELDS TOGEMER 00 NOT IERInMIE ON ANY DEVICE OR ENCLOSURE COYER ALL TSP CABLE ENDS AND SHIELDS IN JU NCT101v BCx wm+ Wanton SHRINK .TUBE TSP NTS CABLE SHIELD SPLICING SCALE Ea.I DATA CABLE CONDUIT. TYP MECH. OR EXOTHERMAL BONDING POINT (TYP ABOVE PEDESTAL LEVELER NUTS) do 0 4 0 ••• *ii � ,S E R VER /EOC'PMENT i Of ' - ■ *Ws , / E1JC _OS::RE .# ♦ 0** R OND I-. 2 t MAX, ' . � P ♦ ♦ ♦ WATERSP LE *_♦_♦_� ♦ ♦ ♦ BUILDING STEEL 4411fr - 441 11 / SIGNAL REFERENCE GRID (METAL STRINGERSS OF RAISED FLOOR SYSTEM) #2/0 BARE CCPPER STRANDED AROUND PERIMETER OF ROOM ALL HORIZ & VERT METALIC OBJECTS TYPICALLY BONDED TO PERIMETER CONDUCTOR SRG GENERAL NOTES: SIGNAL REFERNCE GRID (SRC) 01 PERMANENTLY BOND THE SRG TO ALL ACCESSIBLE BUILDING STEEL AND TO EACH METALLIC PATH CROSSING THE PLANE OF, OR WITHIN 6 FEET OF THE SRG WITH #6 AWG 7 STRANDED CU WIRE MINIMUM. G2 BOND THE SRG TO EACH PIECE OF SENSITIVE ELECTRONICS. G3 KEEP THE BONDING CONNECTIONS LESS THAN 24" WITH NO SHARP EDGES. G4 BOND ELECTRONIC EQUIPMENT ON OUTERMOST PERIMETER OF SERVER ROOM TO POINT GREATER THAN SRG /BUILDING STEEL OR OTHER POTENTIAL LIGHTNING PSTHS. G5 BOND SECONDARY OF ALL SEPERATEL DERIVED SYSTEMS TO SRG. SIGNAL REFERENCE GRID (SRG) PLAN r4 SIGNAL E2.1 t) ( ab 1 5/ 8 CHANNEL CONDUIT STRAPS • AS REQUIRED. D�r 0 I 200 ��— 1 5/8 CHANNEL SUSPENDED GRID. REFER TO ARCHITECTURAL SHEET A5. IS. CONDUIT SUPPORT DETAIL SCALE: NTS FLOOR PANEL 2X2 TYP • METALIC BOND TO SRG NO. DAR MIMS GTm. EL ECTRICAL DETAILS DRAWN BY' OWM d 0®BY JAG, DCC DA R SCALE: 25JAN00 NTS 10B NO : 99129SEA s., E7.2 4