Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D2000-029 - MCI WORLDCOM - SWITCHING FACILITY (Only Plans)
MCI WORLDCOM TUKWILA SWITCHING FACILITY TENANT IMPROVEMENT 12682 GATEWAY DRIVE TUKWILA, WASHINGTON 98168 DESIGN BUILD TEAM OWNER MCIWORLDCOM TELECOMMUNICATIONS CORPORATION DESIGN BUILDER HOFFMAN CONSTRUCTION CO. ARCHITECTURE GROUP MACKENZIE INC. CIVIL AND STRUCTURAL ENGINEERING GROUP MACKENZIE ENGINEERING INC. �,v,- �'*' ''P` MECHANICAL /ELECTRICAL /PLUMBING GLUMAC INTERNATIONAL INC. \ -..,. __,,>o--c> - g,,��- D'�"�� A�vLr 1p0 �J ..-t 0. N� ' .1,0) CODE ANALYSIS DRAWING CRITERIA ABBREVIATIONS AB AC ADJ .FE ALT ALUM ANOD APPROX ARCH B/ BD BTWN BLDG BLK BLKG BM BO TT BRG CB CI CJ CLG CLR CAP CMU CO COL CONC CONN CONST CONT CORR CSP CNTR DBL DF DIA DIM DL ON DR DS DWG EIFS ELEV ELECT EC EXIST EXP JT EXT ANCHOR BOLT ASPHALTIC CONCRETE ADJACENT ABOVE FINISH FLOOR ALTERNATE ALUMINUM ANODIZED APPROXIMATE ARCHITECT(URAL) BOTTOM OF BOARD BETWEEN BUILDING BLOCK BLOCKING BENCH MARK BOTTOM BEARING PLATE CATCH BASIN CAST IRON CONTROL JOINT CENTER LINE CEILING CLEAR CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CLEAN OUT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CORRUGATED(ION) CONCRETE SEWER PIPE CENTER DOUBLE DRINKING FOUNTAIN DIAMETER DIMENSION DEAD LOAD DOWN DOOR DOWNSPOUT DRAWING EXTERIOR INSULATION FINISH SYSTEM ELEVATION ELECTRICAL EQUAL EXISTING EXPANSION .IOIIJT EXTERIOR FACE /STUD FACE OF STUD FD FLOOR DRAIN FDC FIN FLR FIN GR FLR FOC FIND FOIL FOS FOW F7 FIG GA GAL GEN GR GYP BD HB HC HDR HD HM HORIZ HTG HVAC ID fE INSUL INT JST JNT LL MA TL MAX MECH MFD MFG MGR MH MIN MISC MK MO NIG NO. /# NOM NTS FIRE DEPARTMENT CONNECTION FINISH FLOOR FINISH GRADE FLOOR FACE OF CONCRETE FOUNDATION FURNISH BY OWNER INSTALL BY CONTRACTOR FACE OF STUD FACE OF WALL FEET /FOOT FOOTING GAUGE GALVANIZED GENERAL GRADE GYPSUM BOARD HOSE BIBB HOLLOW CORE HEADER HARDWARE HOLLOW METAL HORIZONTAL HEATING HEATING, VENTILATION AND AIR CONDITIONING INSIDE DIMENSION INVERT ELEVATION INSULATION INTERIOR JOIST JOINT LIVE LOAD MATERIAL MAXIMUM MECHANICAL MANUFACTURED MANUFACTURING MANUFACTURER MAN HOLE MINIMUM MISCELLANEOUS MARK MASONRY OPENING NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE 0/A DC OD OHO OPNG OPP 0/S PLAM PLYWD PVC PVMT PT RAD RD REF REINF REQ REV RM RO ROW SHTG SIM SPEC SQ SS STA PT STD SUSP T/ THK TS TU TYP UL 0/S UNDERSIDE OVERALL ON CENTER OUTSIDE DIAMETER OVER HEAD DOOR OPENING OPPOSITE OUTSIDE PLATE PLASTIC LAMINATE PLYWOOD POLY VINYL CHLORIDE PAVEMENT PRESSURE TREATED RADIUS RADIAL ROOF DRAIN RERERENCE REINFORCING REQUIRED REVISION ROOM ROUGH OPENING RIGHT OF WAY SHEATHING SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STATION POINT STANDARD SUSPENDED TOP OF THICK(NESS) TUBE STEEL TILT -UP TYPICAL UNDER WRITERS LABORATORIES VERT VEST W/ WC WD W/O WP WR WH VERTICAL VESTIBULE 1VITH WATER CLOSET WOOD WITH OUT WATER PROOF WATER RESISTANT WELDED WIRE MESA WATER HEATER BASED ON 1 g181 STATE OF WASHINGTON EDITION, UNIFORM BUILDING CODE 1997 OCCUPANCY: BUILDING AREA (EXISTING): TENANT IMPROVEMENT AREA: TELEPHONE EXCHANGE. EQUIPMENT SUPPORT & OFFICES BATTERY ROOM • CONSTRUCTION TYPE ALLOWABLE FLOOR AREA AREA INCREASES TOTAL ALLOWABLE FLOOR AREA: 70.775 SQ. FT. 30,825 SQ. FT. B(MEETING ARTICLE 64 OF UFC) TYPE V -N 8,000 SO FT (TABLE 5 -B) 60' SEPARATION ON 4 SIDES - 100% SPRINKLED - 100% UNLIMITED PER SECTION 505.2 BUILDING HEIGHT (TABLE 5 -B) - ALLOWABLE 40' -0° 2- STORIES) - PROVIDED 31' -6" (EXISTING) • THE BUILDING IS PROVIDED WITH AN AUTOMATIC FIRE PROTECTION SYSTEM AND AUTOMATIC SMOKE DETECTION THROUGHOUT FIRE RESISTIVE REQUIREMENTS EXTERIOR NON- BEARING WALLS INTERIOR BEARING WALLS STRUCTURAL FRAME FLOORS ROOF SHAFTS STAIR ENCLOSURES (UBC TABLE 10A) NON -RATED NON -RATED NON -RATED NON -RATED NON -RATED NON -RATED NON -RATED OCCUPANT AREA LOAD LOAD FACTOR FIRST FLOOR OFFICE FIRST FLOOR EQUIPMENT FIRST FLOOR MECHANICAL TOTAL 1ST FLOOR OCC. LOAD MEZZANINE LEVEL OFFICE TOTAL MEZZANINE OCC. LOAD TOTAL OCCUPANCY LOAD 1,560 100 15.6 26,300 500 52.6 340 300 1.2 = 69.44 2,625 100 26.25. = 26.25 TOTAL WIDTH OF EXITS IN INCHES (UBC SECTION 1003.2): OCCUPANT LOAD (69.44) x 0.2 = 13.89 INCHES = 95.69 ALL DRAWINGS ARE IDENTIFIED BY TWO DIGITS AS FOLLOWS: A. CATEGORY LETTER REFERRING TO THE DISCIPLINE OR MAJOR DIVISION. T_ TITLE SHEET C. CIVIL - SITE DEVELOPMENT L LANI'SCAPE A. ARLHTTECTURAL S. STRUCTURAL P. PLUMBING H. MECHANICAL E. ELECTRICAL B. SUB- CATEGORY NUMBER REFERRING TO TYPE OF DRAWING OR GROUPING. 1. GENERAL 2. PLANS 3. EXTERIOR ELEVATIONS /BUILDING SECTIONS 4. WALL SECTIONS 5. INTERIOR ELEVATIONS 6. REFLECTED CEILING PLANS 7. STAIR SECTIONS. PLANS, AND DETAILS 8_ DETAILS 9. SCHEDULES SYMBOLS AND REFERENCES BUILDING SECTION KEY MARKS SECTION KEY MARKS ELEVATION KEY MARKS DETAIL REFERENCE MARKS ROOM /SPACE IDENTIFICATION DOOR SYMBOL NUMBER WINDOW TYPE SHEET iY SUB- CATEGORY CATEGORY SECTION SHEET ,' SUB- CATEGORY CATEG( DETAIL SHEET SUB - CATEGORY CATEGORY DETAIL# SHEET SUB - CATEGORY CATEGORY ROOM NAME ISSUED FOR: INDEX OF DRAWINGS T1.1 COVER SHEET/ INDEX OF DRAWINGS CIVIL ARCHITECTURAL AI .0 EGRESS PLAN A1.1 WALL TYPES & TYPICAL DETAILS A2.0A INTERIOR PARTITION DEMOLITION PLAN A2.1 REFERENCE FLOOR PLAN A2.2 FIRST FLOOR PLAN ZONE 1 A2.3 FIRST FLOOR PLAN ZONE 2 A2.4 FIRST FLOOR PLAN ZONE. 3 A2.5 MEZZANINE FLOOR PLAN A2.6 ROOF PLAN A3.1 ELEVATIONS A3.2 BUILDING SECTIONS A3.3 BUILDING SECTIONS A4.1 WALL SECTIONS A4.2 WALL SECTIONS A4.3 WALL SECTIONS A5.1 ENLARGED RESTROOM PLANS & DETAILS A6.1 FIRST FLOOR REFLECTED CEILING PLAN A6.2 SECOND FLOOR REFLECTED CEILING PLAN A6.3 OFFICE AREA ENLARGED REFLECTED CEILING PLANS A7.1 STAIR AND RAMP DETAILS A7.2 STAIR AND RAMP DETAILS A8.1 DETAILS A8.2 DETAILS A9.1 DOOR AND FINISH SCHEDULE SEpP,OTEO FOS REQUIRE 4MECRANICAI- Ri ELECSRICAI- pLUME1NG GAS PIPING or( DF j,, g10 gUILD1NG STRUCTURAL I understand that the Plan Cheek approvals are MASIRCkto errors and 0 nlssiH,'.s and approval of lot al:: '. t V•` Ia[ OU of any planr,riDes E of ron- adopted code. or C i, e. tractor 'scoP a at'p- 1 Upla:ISacknowledged. Bt.ilcer HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.W. Sixth Avenue P.0. Box 1300 JrtlUnd, Oregon 97207 'hone: (503)221 - -8811 =AT: (503)221 -8934 Arh itect /Civil /Structural OGROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Scx 69039 cl44 Portland,'.Oregon 97201-0039 Phone: '(523)224 -9560 FAX: (503)220 -1285 0 0 MECHANICAL REFERENCE s MO.1 SEE MECHANICAL FOR DETAILS ELECTRICAL REFERENCE , E0.1 SEE ELECTRICAL FOR DETAILS SF4FF P sAss) PLUMBING REFERENCE P0.1 SEE PLUMBING FUR DETAILS Cif CFIUKNIIIA V taaa �;AR1r ,J�D1Vt510N ^ BUtI>4NG i_3v. RECEIVED c�TY Of ruHevl�A. FEB 3 2000 PERMIT CENTER T.l. PERMIT SUBMITTAL 1/28/2000 Mechanical /Electrical GLUMAC INTERNATIONAL 920 S.W. .3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 TT PT,,T^rR'1, D J. MO CE=LL MCI 2000 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: REVISION EDITION CLOSING DATE Sheet Title TITLE SHEET & INDEX OF DRAWINGS DA- TE: 1/20/2000 DRAWN BY: MET.p CHECKED BY: DMW SHEET sT1.O of .108 N0. 990346 EXISITING ADJACENT TENANT IS COMMERCIAL OFFICE /WAREHOUSE USE ACCESSIBLE EXIT RECEIVING/ STAGING CHILLER CHILLER CHILLER COORIDOOR d11 Ilnn1111H UIPMEN YARD 200' -0 134' -0" FUEL TANK FUEL TANK GENERATOR TRANSIIO RMERS SF /500 = (<30) = 1 EXIT ELECTkIC I ACCESSIBLE I A\ EX 25' -0` LIMITS OF T.I. WORK 25' -0" ACCESSIBLE EXIT 1 BUILDING EXIT (ISTANCE = 192' El 17,650 SF /500 = 35.3 = 2 EXITS PN FIRST FLOOR EGRESS PLAN PROPERTY LINE I I DP a I 25' -0" i. 25' -0" ESSIBLE I EXIT I t LIMITS OF T.I. WORK EXISITING ADJACENT TENANT IS COMMERCIAL OFFICE /WAREHOUSE USE a, ACCESSIBLE N EXIT 4 LEGEND Iralialatailaaflata LIMITS OF WORK EXTERIOR CMU ACCOUSTICAL WALL, 9' -0' HIGH NEW WALL INFILL TO MATCH EXISTING CONDI TONS <7 EXISTING WALL NEW 2 —HR WALL SEE DETAIL PI /A1.1 NEW 2 —HR RATED WALL ADJACENT TO EXISTING WALE. SEE DETAIL P3 /A1.1 EXISTING EXTERIOR CONCRETE WALL W/ NEW FURRING PER DETAIL P2/A1.1 NEW INFILL WALL SEE DETAIL P5/A1.1 s PATH OF EGRESS EXIT SIGN KEY PLAN No Scale D 20(90 A)23 cccREAAc STORAGE STORAGE 2,625 SF < 3,000 SF = NO ELEVATOR OP N TO BE OW /\ MEZZANINE FLOOR EGRESS PLAN CITY OF ILIV`Ot A APPROVE. MAR 17 'LUUR CCTV OF TUr'�'�i� FEB FERMI T OEN I T.I. PERMIT SUBMITTAL 1/28/2000 Builder HOFFMAN CONSTRUCTION' COMPANY of Oregon. 1300 S.W. Sixth Avenue P.O. Box 1300 Portland, Oregon 97207 Poore: (503)221 -8811 FAX: (503)221 -8934 Arh itect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mechanical /Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 SHEET ist' REGISTfEREO ' 0 .15 ARCHITECT , m. p6 1. M;SC6KL 1 1 R 11 Of M'1:LHi#CTEP Revisions: Sheet Title EGRESS PLANS JOB NO. MCI 2000 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY G' MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION DATE: 1/20/2000 BUILDING DRAWN BY: ARS CHECKED BY: DMW REVISION EDITION CLOSING DATE A1.O of 990346 P1 2 HR RATED INTERIOR PARTITION INFILL WALL * OHD P8 — (2) LAYERS 96" TYPE 'X' GYP BD — 600XC18 METAL STUDS ® 16" 0.C. — BATT INSULATION — VAPOR BARRIER (0 EQUIP. RM SIDE) — (2) LAYERS %° TYPE 'X' GYP BD NOTE: SEE WALL TYPE P2 FOR CONDITION AT CONCRETE TILT PANEL — EXTERIOR CEMENT PLASTER (PAINT TO MATCH ADJ CONCRETE) PROVIDE MTL CASING BEAD 0 JAMBS — 6 CMU — 250XC25 MTL STUDS ® 24 OC — BATT INSULATION — VAPOR BARRIER — (1) LAYER 96 TYPE 'X' GYP 8D — EXIST 96" TYPE 'X' GYP BD — EXIST MTL STUD WALL — EXIST SOUND BATT INSULATION — EXIST 96 TYPE 'X' GYP BD — 16 GA. SHEET MTL TO 14' -0" AFF — 1" x 24 TYPE 'X' GYP PANELS — 2X FLOOR AND CEILING J RUNNERS W/T SECTION OF 2X" STEEL C —T STUDS BETWEEN PANELS, BRACE ABOVE 15' AS REQUIRED TO PREVENT DEFLECTION — VAPOR BARRIER — (2) LAYERS OF 96" TYPE 'X' GYP BD — DESIGN BASED ON U428 2 HR RATED DEMISING WALL (ALT.)a P2 FURRING * EXTERIOR WALLS v�T P6 ' DEMISING WALL — EXIST CONCRETE TILT PANEL — 350XC18 METAL STUDS ® 24 O.C. — BATT INSULATION — VAPOR BARRIER — (1) LAYER 9fi" TYPE 'X' GYP BD — EXIST %" TYPE 'X' GYP BD — EXIST MTL STUD WALL — EXIST SOUND BATT INSULATION — EXIST %" TYPE 'X' GYP BD — 16 GA. SHEET MTL TO 14' -0" AFF PAIN TED P3 P7 2 HR RATED DEMISING WALL PLUMBING WALL — EXIST NI" TYPE 'X' GYP BD — EXIST M7L STUD WALL W /ADDITIONAL BRACING AS REQUIRED TO PREVENT DEFLECTION — REMOVE TENANT SIDE LAYER OF GYP BD — FILL WITH 3" MINERAL FIBER INSULATION — 16 GA. SHEET MTL TO 14' -0" AFF — VAPOR BARRIER (® EQUIP RM LOCATIONS) — RESILIENT METAL CHANNELS @, 24" OC PERPENDICULAR TO EXISTING STUD — DESIGN BASED ON U453 — CERAMIC TILE ON ONE SIDE OR BOTH AS OCCURS — X" GYP BD OR GLASS MESH MORTAR UNITS AS OCCUR — 3J¢ METAL STUDS ® 24" O.C. ON EACH SIDE — 3° SOUND ATTENUATION BATT INSUL — PLUMBING CHASE BETWEEN STUDS SUSPENDED CEILING SOUND A TTENUA TION GYP BD ETAL STUDS /.. BASE AS OCCURS CONCRETE SLAB \ / 20 GA. 3X" METAL STUDS BRACING TO FLOOR STRUCTURE AT 8' -0" OC W/ (2) #8 SHEET METAL SCREWS AT EACH END. BRACING TO BE PROVIDED WHERE DISTANCE BETWEEN PERPENDICULAR INTERSECTING WALLS OR HORIZONTAL BRACING BETWEEN WALLS EXCEEDS 8' -0° OC TYP NON — BEARING PARTITION WALL 3" = P4 Ark INTERIOR PARTITION PARTITION TYPES A. PARTITION TYPES ARE REFERENCED ON PLANS AND IN DETAILS B. PARTITION TYPES ARE IDENTIFIED USING A NOTATION SYSTEM AS FOLLOWS: A. PARTITION CONSTRUCTION P1, P2, P3, ... GENERAL DESCRIPTION B. PARTITION CONDITION A, B, C, . . . PERMUTATIONS, IF ANY PARTITION CONSTRUCTION PARTITION CONDITION PARTITION NOTES — (1) LAYER %" TYPE 'X' GYP BD — 350XC25 MTL STUDS — SOUND BATT INSULATION (AS REQUIRED) — (1) LAYER 96" TYPE 'X' GYP BD PIA I. ALL RATED PARTITIONS EXTEND FROM FLOOR SLAB TO STRUCTURE ABOVE. SEE PLANS FOR EXTENT VIP ' ? .6° © ALL R G RESERVED THESE DRAWINGS ARE THE PROPERTY Oi FLOOR OR ROOF STRUCTURE AND ARE NOT TO BE USED OR STABILIZER BAR •BETWEEN ALL MEMBERS q`IfCCIVIN PRIORDWRITTEN PERMISSION WITHOUT AT PERIMETER ADDITIONAL HANGERS AT ALL MEMBERS WITHIN B" OF PERIMETER LATERAL BRACING WITH APPROVED VERTICAL STRUT Revisions: AT 12' - O.C. EA. WAY (SEE TABLE BELOW FOR STRUT SIZING). COUNTERSLOPE HANGERS IF MORE THAN 1: 6 OUT OF PLUMB CROSS RUNNERS FIT BETWEEN MAIN RUNNERS MAIN RUNNERS AT 4' -0 O.C. SUPPORT WITH #12 WIRE AT 4' -0 MAX. O.C. OR WITH #10 WIRE AT 5' -0" O.C. EA. WAY LATERAL BRACING AT 12' -0 O.C. EA. WAY MAIN RUNNER TO STRUCTURE BEGIN' BRACING WITHIN 6' -0" OF PERIMETER AND 2" FROM CROSS MEMBER. SECURE ALL HANGERS TO BLDG. STRUCTURE. TRAPEZE DUCT WORK AND OTHER LARGE OBSTRUCTIONS. SUSPENDED CEILING BRACING AUVOILA AppRO FFRI LENGTH UP TO 3' -0" UP TO 6' -0" VERTICAL STRUT SIZE 136"x16 GA. COLD ROLLED CHANNEL 1% ° x25 GA. C —STUDS N.T.S. NOTE: ALL CONNECTION DEVICES TO BE OF AN APPROVED TYPE AND HAVE 100# CAPABILITY T.I. PERMIT SUBMITTAL 1 /28/2000 Builder a HOFFMAN CONSTRUCTION COMPANY of Oregon 1.3013 5.0_ Sikth Avenue P.C. Box 1300 :ortIand, Oregon 97207 ?ncne: (503)221 -8811 =AX: (503)221 -8934 Sheet Title PARTITION TYPES & TYPICAL DETAILS Arh itect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.C. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mechanical /Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 SHEET 3 JOB NO. REVISION EDITION _ CLOSING DATE DA T E: 1/28/2000 DRAWN BY: ARS o CHECKED BY: DMW M1 OF 990346 25' -0 V III IIII IIIIIIII 50' -0" 200' -0" 50 -0" PN FIRST FLOOR DEMO PLAN ,/,6„=„0. 25' -0" o b ) 2 D OOOLLf LEGEND WALL TO BE DEMOLISHED EXISTING WALL LIMITS OF WORK KEYNOTES 40 MEZZANINE DEMO PLAN 1. EXISTING SHOWER STALL TO BE DEMOLISHED 2. EXISTING TOILET FIXTURE TO BE DEMOLISHED 3. EXISTING TOILET PARTITION TO BE DEMOLISHED 4. EXISTING VANITY TO BE DEMOLISHED 5. EXISTING SINK AND CABINETRY TO BE DEMOLISHED 6. EXISTING DATA PANEL TO BE DEMOLISHED 7. DEMO EXISTING DOOR. PATCH WALL AS REQUIRED GENERAL NOTES A. DIMENSIONS BASED ON EXISTING INFORMATiCN. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS B. REFER TO PLUMBING DRAWINGS FOR SAW CUTTING AND PATCHING FOR NEW PLUMBING WORK AS REQUIRED IN EXISTING WALLS AND FLOORS. R CITY OF TUKWII FEB 1 200 i TI PERMIT SUBMITTAL 1/28/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.W. Sixth Avenue P.O. Box 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAX: (503)221-8934 Arhitect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201-0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mechanical/Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 t I I ARCHI TECT ' � x RICHAR44, lTCHELL ETA7F dF FYASBIMSTS� © MCI RIGHTS S RESERVED THESE DRAY /INDS ARE THE PROPERTY OF MG AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: REVISION EDITION CLOSING DATE Sheet Title s0■1_0t 00i\ns,oro INTERIOR PARTITION DEMOLITION PLAN DATE: 1/28/2000 DRAWN BY: ARS /BEBI_t.�, CHECKED BY DMW /TF SHEET j09 NO. A2.0A PERMIT CENER OF T 990346 I. RECEIVING/ .SiApNGG"" 1 107 I I�i q ��IO1111 111 - SHEET; A22 —j. EQUIPMENT YARD F.F. _ 100' -0 LIP EXISTING ADJACENT TENANT I ZONE 3 SEE SHEET A2.4 25 It r),,,„_, T E PROPOSED MCIW SPACE F.F. = 100 " -0" In 25' -0" FIRST FLOOR REFERENCE PLAN io 50 -0" 200' -0" ‘1 ,re 50' -0" 25' -0" 5 -0" 7.5 PROPOSED MCIW SPACE EXISTING ADJACENT TENANT LEGEND EXISTING WALL NEW 2 —HR WALL SEE DETAIL P1/A1.1 NEW 2 —HR RATED WALL ADJACENT TO EXISTING WALL SEE DETAIL P3/A1.1 EXISTING EXTERIOR CONCRETE WALL w/ NEW FURRING PER DETAIL P2/A1.1 NEW INFILL WALL SEE DETAIL P5/A1.1 LIMITS OF WORK EXTERIOR CMU ACOUSTICAL WALL. 9' -0" HIGH NEW WALL INFILL TO MATCH EXISTING CONDITIONS (1 EXISTING DOOR NEW DOOR EXISTING ADJACENT TENANT PROPOSED MCIW SPACE MEZZANINE I 2141 KEYNOTES 1. REFER TO STRUCTURAL DRAWINGS FOR EQUIPMENT PADS AT SUPPORT STRUCTURE (TIP.) 2. ACCESS FLOOR (TYP.) 3. EXISTING DEMISING WALL. GENERAL NOTES A. DIMENSIONS BASED ON EXISTING INFORMATION. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS B. REFER TO PLUMBING DRAWINGS FOR SAW CUTTING AND PATCHING FOR NEW PLUMBING WORK AS REQUIRED IN EXISTING WALLS AND FLOORS C. SPILL KIT TO NEUTRALIZE ELECTROLYTE AND SPILL CONTROL BARRIER SHALL BE PROVIDED BY THE BATTERY SYSTEM INSTALLER IN BATTERY ROOM D. ALL BATTERY SYSTEM AND RACKS SHALL BE SEISMICALLY BRACED BY THE SYSTEM INSTALLER E. PROVIDE SIGNS APPROVED BY THE FIRE MARSHALL ON ALL BATTERY ROOM DOORS F. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR VENTILATION AND SMOKE DETENTION SYSTEMS G. SEE DOOR SCHEDULE FOR DOOR TYPES AND SIZES AND FINISHES H. SEE FINISH SCHEDULE FOR GENERAL FINISHES I. FIRE SEAL ALL PENETRATIONS INTO SWITCH AND BATTERY ROOMS TO MEET 2 —HR RATED WALL REQUIREMENTS J. REFER TC MECHANICAL AND ELECTRICAL DRAWINGS PER EQUIPMENT LAYOUT 1)266() /N MEZZANINE FLOOR PLAN RECEIVeo CITY aF TUKW LA FEB 12000 PERMIT CENTER T.I. PERMIT SUBMITTAL 1/28/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.W.'. Sixth Avenue. P.0 Box 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 Arh itect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mechanical /Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 C MCI UN TS, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: Sheet Title REFERENCE FLOOR PLANS DATE: 1/28/2000 DRAWN BY: ARS CHECKED BY: DMW SHEET REVISION EDITION CLOSING DATE A2.1 JOB NO 990346 I FLOOR PLAN ZONE 1 ABOVE KEYNOTES 1. EXISTING COLUMN, TO BE PAINTED, SEE SPECS 2. EXISTING STOREFRONT 3. NEW COLUMN, SEE STRUCT 4. NOT USED 5. EXTERIOR WALL FACE 6. NEW ACCESS FLOOR, 24" A.F.F. 7. ALIGN 8. FIRE EXTINGUISHER CABINET GENERAL NOTES A. DIMENSIONS BASED ON EXISTING INFORMATION. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS B. REFER TO PLUMBING DRAWINGS FOR SAW CUTTING AND PATCHING FOR NEW PLUMBING WORK AS REQUIRED IN EXISTING WALLS AND FLOORS C. SPILL KIT TO NEUTRALIZE ELECTROLYTE AND SPILL CONTROL BARRIER SHALL BE PROVIDED BY THE BATTERY SYSTEM INSTALLER D. ALL BATTERY SYSTEM AND RACKS SHALL BE SEISMICALLY BRACED BY THE SYSTEM INSTALLER E. PROVIDE SIGNS APPROVED BY THE FIRE MARSHALL ON ALL BATTERY ROOM DOORS F. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR VENTILATION AND SMOKE DETENTION SYSTEMS G. SEE DOOR SCHEDULE FOR DOOR TYPES AND SIZES AND FINISHES H. SEE FINISH SCHEDULE FOR GENERAL FINISHES I. FIRE SEAL ALL PENETRATIONS INTO SWITCH AND BATTERY ROOMS TO MEET 2 —HR RATED WALL REQUIREMENTS J. REFER TO STRUCTURAL DWGS FOR NEW — COLUMN SPACINGS LEGEND Arh i tect /Ci vi I /Structural EXISTING WALL GROUP MACKENZIE 0690 S.W. Bancroft St. NEW 2 —HR WALL SEE DETAIL P1/A1.1 P.O. Box 69039 Portland, Oregon 97201 -0039 munmunummaim NEW 2 —HR RATED WALL ADJACENT TO EXISTING Phone: (503)224 -9560. WALL SEE DETAIL P3 /AI.1 FAX: (503)228 -1285 EXISTING EXTERIOR CONCRETE WALL W/ NEW FURRING PER DETAIL P2/A1.1 NEW INFILL WALL SEE DETAIL P5 /A1.1 LIMITS OF WORK EXTERIOR CMU ACOUSTICAL WALL -- NEW WALL INFILL TO MATCH EXISTING CONDITIONS EXISTING DOOR NEW DOOR KEYPLAN 1)2_000 - 062_R BL!!LD!NG ON1510N RECEIVED Cll'! aF TUKWILF. FEB 1 2000 PERMIT CENTER T.I. PERMIT SUBMITTAL 1/28/2000 Sheet Title ZONE 1 C 1 ,c ,s4E 0i PLAN MpR \ 2uoo Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.W. Sixth Avenue P.C. Box 1300 Portland, Oregon 97207 Phone: (503)221 -0811 =AX: (503)221 -8934 Mechanical /Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 ett6t REGISTERED ARCHITECT TERE .. $t9SEif YJ! © MCI 2000 " ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO 8E USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: DATE: 1/28/2000 DRAWN BY: ARS CHECKED BY: DMW REVISION EDITION CLOSING DATE SHEET JOB NO. A2.2 OF 990346 ._,.. f■r. .. _.. . _...,� t ...; . ■'� «�'■ ■ «< ■.« ■_,. ■- ■��_■._ �■ ■.��. ■ rte. E• CORRIDOR d0� 4 " -11" CLEAR FLOOR PLAN ZONE 2 KEYNOTES 1. EXISTING COLUMN (PAINTED, SEE SPECS AS REQ'D) 2. EXISTING STOREFRONT 3. NEW COLUMN, SEE STRUCT 4. REMOVE DOOR, INFILL WITH EXISTING WALL CONDITION 5. EXTERIOR WALL FACE 6. NEW ACCESS FLOOR, 24 A.F.F. 7. ALIGN 8. FIRE EXTINGUISHER CABINET GENERAL NOTES A. DIMENSIONS BASED ON EXISTING INFORMATION. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS B. REFER TO PLUMBING DRAWINGS FOR SAW CUTTING AND PATCHING FOR NEW PLUMBING WORK AS REQUIRED IN EXISTING WALLS AND FLOORS C. SPILL KIT TO NEUTRALIZE ELECTROLYTE AND SPILL CONTROL BARRIER SHALL BE PROVIDED BY THE BATTERY SYSTEM INSTALLER D. ALL BATTERY SYSTEM AND RACKS SHALL BE SEISMICALLY BRACED BY THE SYSTEM INSTALLER E. PROVIDE SIGNS APPROVED BY THE FIRE MARSHALL ON ALL BATTERY ROOM DOORS F. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR VENTILATION AND SMOKE DETENTION SYSTEMS G. SEE DOOR SCHEDULE FOR DOOR TYPES AND SIZES AND FINISHES H. SEE FINISH SCHEDULE FOR GENERAL FINISHES I. FIRE SEAL ALL PENETRATIONS INTO SWITCH SPACE, AND BATTERY ROOM TO MEET 2 -1-IR RATED WALL REQUIREMENTS J. REFER TO STRUCTURAL DWGS FOR NEW— COLUMN SPACING LEGEND EXISTING WALL NEW 2 —HR WALL SEE DETAIL P1 /A1.1 ® NEW 2 —HR RATED WALL ADJACENT TO EXISTING WALL SEE DETAIL P3 /A1.1 EXISTING EXTERIOR CONCRETE WALL W/ NEW FURRING PER DETAIL P2 /A1.1 NEW INFILL WALL SEE DETAIL P5/A1.1 LIMITS OF WORK EXTERIOR CMU ACOUSTICAL WALL, 9 " -0 HIGH NEW WALL INFILL TO MATCH EXISTING CONDITIONS EXISTING DOOR ri NEW DOOR p2 o6c KEYPLAN RECevEo CITY OF lJk NJ�Lf. FEB 1 2000 PERMIT CENTER T.I. PERMIT SUBMITTAL 1/28/2000 Builder HOFFMAN CONSTRUCTION COMPANY of, Oregon 1300 S.W. Sixth Avenue P.O. Box 1300 Portland, Oregon 97207 Phone: (503)221 -881i FAX: (503)221 -8934 Arh itect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mechanical /Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 4361‘ REGISTERED 1 ARCHITECT ' J RIC J. MiiCHELI� ETATF OF WASHINGTON O MCI 000 C ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO BE USED' OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: 63 rA Sheet Title QF R (lw� FLOOR F4 PLAN 1 T •� -UG ZONE 2 \ g , J`t plyG p\v`S0 DRAWN. BY: 28 AR CHECKED BY: DMW SHEET JOB N0. REVISION EDITION CLOSING DATE A 2.3 OF 990346 A2.4 1 /8 " =1' - 0" HVAC MEZZANINE PLAN RECEIVING/ STAGING 1 107 I - w 4'— 3" CLEAR RAMP ET, 25 -0" P2 N h KEYNOTES 1. EXISTING COLUMN, TO BE PAINTED, SEE SPECS 2. EXISTING STOREFRONT 3. NEW COLUMN, SEE STRUCT 4. REMOVE DOOR, INFILL WITH EXISTING WALL CONDITION 5. EXTERIOR WALL FACE 6. NEW ACCESS FLOOR, 24" A.F.F. 7. EXTERIOR 8" CMU ACOUSTICAL WALL, 9' -0" HIGH 8. EQUIPMENT YARD SECURITY FENCE 9. ALIGN 10. EXTENT OF HVAC MEZZANINE ABOVE, SEE 1/A2.4 11. BOLLARD 12. INFILL EXIST DOCK DOOR OPENINGS 13. FIRE EXTINGUISHER CABINET 14. NEW CONCRETE PAD AND /OR FOUNDATION FOR EQUIPMENT SUPPORT SEE STRUCTURAL DRAWINGS 15. CONCRETE VAULT AND CAP BY ELECTRIC UTILITY 0 J PUMP ( I tos I SC 13' —, 1 0 EPP) it SC EPP 50' -8" 50' -0" GENERAL NOTES FLOOR PLAN ZONE 3 II 1f8 " -1 -o A. DIMENSIONS BASED ON EXISTING INFORMATION. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS B. REFER TO PLUMBING DRAWINGS FOR SAW CUTTING AND PATCHING FOR NEW PLUMBING WORK AS REQUIRED IN EXISTING WALLS AND FLOORS C. SPILL KIT TO NEUTRALIZE ELECTROLYTE AND SPILL CONTROL BARRIER SHALL BE PROVIDED BY THE BATTERY SYSTEM INSTALLER D. ALL BATTERY SYSTEM AND RACKS SHALL BE SEISMICALLY BRACED BY THE SYSTEM INSTALLER E. PROVIDE SIGNS APPROVED BY THE FIRE MARSHALL ON ALL BATTERY ROOM DOORS F. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR VENTILATION AND SMOKE DETENTION SYSTEMS G. SEE DOOR SCHEDULE FOR DOOR TYPES AND SIZES AND FINISHES H. SEE FINISH SCHEDULE FOR GENERAL FINISHES I. FIRE SEAL ALL PENETRATIONS INTO SWITCH SPACE AND BATTERY ROOM TO MEET 2 —HR RATED WALL REQUIREMENTS J. REFER TO STRUCTURAL DWGS FOR NEW — COLUMN SPACING K. REFER TO STRUCTURAL MECHANICAL AND ELECTRICAL DWGS FOR EQUIPMENT PADS L REFER TO CIVIL DRAWINGS FOR EXISTING AND REVISED EXTERIOR YARD SLOPE AND GRADING BATTERY 1 110 ROOM 108_ I 26' -6" LWUIPMEN 0 4' -0" LEGEND KEYPLAN KEYPLAN muss NEW 2 —HR WALL SEE DETAIL P1 /A1.1 ® NEW 2 —HR RATED WALL ADJACENT TO EXISTING WALL SEE DETAIL P3/A1.1 EXISTING EXTERIOR CONCRETE WALL W/ NEW FURRING PER DETAIL P2/A1.1 NEW INFILL WALL SEE DETAIL P5/A1.1 - .2... -.- LIMITS OF WORK EXTERIOR CMU ACOUSTICAL WALL, 9' -0" HIGH NEW WALL INFILL TO MATCH EXISTING CONDITIONS 50' -0" 20 " -8' EXISTING WALL (� EXISTING DOOR NEW DOOR XX ) FLOOR FINISH TRANSITION TYP 1'- 12' -0" 12' -0" i VIP 25' -0" NO SCALE N 200D P2 ABOVE EXIST US WEST ELECTRIC 25' -0" P6 I I I i I RECEIVEG aITYaFT��W« FEB . MO PERMIT CENIER T.I. PERMIT SUBMITTAL 1/28/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1 - Y O S.W. Sixth Avenue P.O. Box 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 Arh itect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 89039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mechanical/Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 NS TRE:;13TERED1 ARCN7C1 I ©MGI 2000 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO SE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Sheet Title FLOOR PLAN ZONE 3 SHEET JOB N0. DATE: 1/28/2000 BY: ARS .T l`O1 H0O� I '" CHECKED BY: DMW A2.4 OF 990346 OFFICE OFFICE OFFICE OFFIC OPEN TO BELOW 1' MEZZANINE PLAN Y) ocg KEYNOTES 1. EXISTING COLUMN, TO BE PAINTED, SEE SPECS 2. EXISTING STOREFRONT 3. NEW COLUMN, SEE STRUCT 4. REMOVE DOOR, INFILL WITH EXISTING WALL CONDITION 5. EXTERIOR WALL FACE 6. NEW 'ACCESS FLOOR, 24" A.F.F. 7. ALIGN 8. EXIST STAIR RAILS 9. FIRE EXTINGUISHER CABINET GENERAL NOTES A. DIMENSIONS BASED ON EXISTING INFORMATION. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS B. REFER TO PLUMBING DRAWINGS FOR SAW CUTTING AND PATCHING FOR NEW PLUMBING WORK AS REQUIRED IN EXISTING WALLS AND FLOORS C. SPILL KIT TO NEUTRALIZE ELECTROLYTE AND SPILL CONTROL BARRIER SHALL BE PROVIDED BY THE BATTERY SYSTEM INSTALLER D. ALL BATTERY SYSTEM AND RACKS SHALL BE SEISMICALLY BRACED BY THE SYSTEM INSTALLER E. PROVIDE SIGNS APPROVED BY THE FIRE MARSHALL ON ALL BATTERY ROOM DOORS F. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR VENTILATION AND SMOKE DETENTION SYSTEMS LEGEND KEYPLAN EXISTING WALL NEW 2 —HR WALL SEE DETAIL P1/A1.1 NEW 2 —HR RATED WALL ADJACENT TO EXISTING WALL SEE DETAIL P3/A1.1 EXISTING EXTERIOR CONCRETE WALL W/ NEW FURRING PER DETAIL P2/A1.1 NEW INFILL WALL SEE DETAIL P5 /A1.1 LIMITS OF WORK EXTERIOR CMU ACOUSTICAL WALL, 9' -0" HIGH NEW WALL !NFU TO MATCH EXISTING CONDITIONS EXISTING DOOR NEW DOOR t o N REC E EB 1 2000 PERMIT CENTER T.I. PERMIT SUBMITTAL 1/28/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.W. Sixth Avenue P.O. Box 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 Arh itect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mechanical /Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 14\/7 4361 HIGH 4 i RD J HELL " >►ptF OFF"�fA' . O if 2000 C ALL kIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: Sheet Title DATE: 1 /28/2000 DRAWN BY: ARS CHECKED BY: DMW REVISION EDITION CLOSING DATE MEZZANINE FLOOR PLAN SHEET A2.5 OF JOB No. 990346 I<1 P ROOF PLAN IXI 0 0 0 KEYNOTES 1. EXISTING PARAPET 2. ROOF OVER EXISTING SKYLIGHT OPENINGS, CONTRACTOR VERIFY LOCATIONS 3. EXIST ROOF HATCH TO REMAIN 4. PATCH EXISTING ROOF PENETRATIONS FOR EQUIPMENT TO BE DEMOLISHED 5. EXISTING SCUPPER AND DOWN SPOUT GENERAL NOTES A. DIMENSIONS BASED ON EXISTING INFORMATION. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS B. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR VENTILATION AND SMOKE DETENTION SYSTEMS C. REFER TO MECHANICAL DRAWINGS FOR EXISTING EQUIPMENT TO BE REMOVED FROM THE ROOF AND /OR FROM THE UNDERSIDE OF THE ROOF. LEGEND >I KEYPLAN EXISTING PARAPET LIMITS OF WORK EXISTING SKYLIGHT )9 ok 3 ' 1 1 1 GiN �F YVEW FEB 1 2000 PERMIT CENTER T.I. PERMIT SUBMITTAL 1/28/2000 Builder' HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.W. Sixth Avenue P.O. Box 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAX: (503)22.1 -8934 Arh i tect /Civi I /Stru ctu raI GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201-0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mechanical/Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 NL'"'1f ,7GIST /RED a ARCHITECT O MCI 200 C ALL RI RESERVED THESE DRAWINGS ARE THE. PROPERTY OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: . REVISION EDITION CLOSING DATE Sheet Title ROOF PLAN DATE: 1/28/2000 DRAWN BY: ARS CHECKED BY: DMW 1 / r NORTH ELEVATION a EQUIPMENT YARD 1/8 " =1' -0" NORTH ELEVATION el BUILDING 1 TYP. LJ LJ / KEYNOTES 1. INFILL WALL PER DETAIL X /XX AT PREVIOUS HM MAN DOOR /OHD LOCATION 2. NEW CHAINLINK FENCE. TOP OF FENCE ® 8 -0" AFF W /WOOD SLATS. 3. CMU (PAINTED) WALL TO ® 9 -0 AFF 4. EXISTING GRADE 5. EXISTING EXTERIOR LIGHTING 6. EXISTING SCUPPER & DOWNSPOUT GENERAL NOTES A. DIMENSIONS BASED ON EXISTING INFORMATION. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS B. SEE CIVIL FOR GRADING ADJACENT TO BUILDING. C. SEE CIVIL FOR CONCRETE HOUSEKEEPING PAD AND CONCRETE CURB LOCATIONS. O G 5; V \' RECEIVED CITY OF TUY.WILA FEB 1 0000 PERMIT CENTER T.I. PERMIT SUBMITTAL 1/28/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.S. Sixth Avenue P.O. 8cx 1300 ortiond, Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 Arh itect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.C. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mechanical /Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 S1 CH8WJ. MITCHELL _I STATE QF WASIONSTUl1 MCI 2000 © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: REVISION EDITION CLOSING DATE u� z �z Sheet Title ELEVATIONS DATE: 1/28/2000 DRAWN BY METW CHECKED. BY: DMW SHEET A3.1 OF 990346 JOB NO. T /WALL = 27' -6" AFF FIELD VERIFY A3.2, SECTION SECTION F -- L GENERAL NOTES _ A. DIMENSIONS BASED ON EXISTING INFORMATION. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS D'2D KEYNOTES 1. EXIST ROOF STRUCTURE, PAINTED 2. EXIST FLOOR SLAB 3. PARAPET BEYOND 4. EXIST COLUMN, PAINTED 5. EXIST FOOTING 6. NEW SUPERSTRUCTURE FOOTING, SEE STRUCT 7. NEW. SUPERSTRUCTURE, PAINTED, SEE STRUCT 8. NEW ACCESS FLOOR ® 26" AFF 9. NEW INSULATION AND VAPOR BARRIER, TYP UNDERSIDE OF ROOF 10. MINI — BLINDS 11. REFER TO PLUMBING DRAWINGS FOR CONNECTION TO EXISTING SPRINKLER SYSTEM IN ADJACENT TENANT SPACE 12. PROPOSED GRADE, SEE CIVIL 13. EXISTING GRADE E I1_ -J RECEIVEC CIN OF ?UK4VILA FEB 1 700 0 PERMIT CENTER T.i. PERMIT SUBMITTAL 1/28/2000 Builder. HOFFMAN CONSTRUCTION COMPANY of, Oregon 1300. S.W. Sixth Avenue P.O. Box 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 Arh i tect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAX: (503)228 -1285 t40 06 SECTIONS Mechanical/Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite. 100 Portland, Oregon 97204-2420 Phone: (503)227 -5280 FAX: (503)274 -7674 REGISTERED ARCHITECT' © MCI 2000 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY O. MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: 9.m REVISION EDITION CLOSING DATE w? �_ os Sheet Title DATE: 1/20/2000 DRAWN.. BY: ARS /BEBre . CHECKED BY: DMW /BEB SHEET A3.2 OF JOB NO. 990346 IIIIIIIIII LJ SECTION SECTION 1/8 " =1' -0" GENERAL NOTES KEYNOTES A. DIMENSIONS BASED ON EXISTING INFORMATION. CONTRACTOR 1. EXIST ROOF STRUCTURE, PAINTED TO VERIFY ALL EXISTING CONDITIONS 2. EXIST FLOOR SLAB 3. PARAPET BEYOND 4. EXIST COLUMN, PAINTED 5. EXIST FOOTING 6. NEW SUPERSTRUCTURE FOOTING, SEE STRUCT 7. NEW SUPERSTRUCTURE, PAINTED, SEE STRUCT 8. NEW ACCESS FLOOR @ 26" AFF 9. NEW INSULATION AND VAPOR BARRIER, TYP UNDERSIDE OF ROOF 10. MINI— BLINDS 11. BRACE AS REQUIRED 2DODOD2 J REE C!VEa Cn`/ OF iUKW!I.A FEB 0 2000 PERMIT CENTER T.I. PERMIT SUBMITTAL 1/28/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.W. Sixth Avenue P.O. Box 1300 Portland. Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 Arh i tect /Civil /Stru ctu ral GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mechanical/Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 STATE OF WAS81t6T9IA © MCI RON ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: zz i REVISION EDITION CLOSING DATE Sheet Title BUILDING SECTION 1 4, 5 1 \ REGISTERED ARCHITECT DATE: 1/20/2000 DRAWN. BY: BEBSA1S' CHECKED BY: DMW /BEG SHEET A3.3 OF JOB NO. 990346 FIELD T/ROOF VERI ® 27' -6" AFF SOFFIT C 9' -0` AFF FIELD VERIFY TI NISH -FL00R " (VERIFY) (WALL SECTION SOUTH WALL m ►e � '��iAz' n/i' �'�� ��i�' © ©00 O FINISH FL_ ® 100 -0" (VERIFY) 0 m r�ii'tii'i9' i'ifitil '"i�w•i tiiwww i9 i' © )c5 0 20 a ▪ T /WALL 0 27' -6" AFF • FIELD VERIFY L WALL SECTION 1/2" = 1' -0 INFILL WALL (ABANDONED OHD LOCATIONS) 1 / 2 " = A T/ROOF VARIES A ACCESS FLOOR 0 2 " -2" AFF FINISH FLOOR ® 100' -0" (VERIFY) A4:1 WALL SECTION C 2HR RATED WALL KEYNOTES 1/2" = 1 -0" 3 1. EXIST GLU -LAM BEAM, PAINTED 2. EXIST PURLIN, PAINTED 3. EXIST SUB - PURLIN 4. EXIST PLYWOOD DECK 5. EXIST CONCRETE TILT PANEL 6. EXIST ROOFING 7. EXIST CONCRETE SLAB 8. EXIST FOOTING 9. EXIST DEMISING WALL 10. EXIST MEZZ FLOOR STRUCTURE 11. EXIST STOREFRONT SYSTEM 12. BATT INSULATION, R -19 IN WALLS, R -30 IN ROOF 13. ACCESS FLOORING IF CONCRETE CURB 15. 5/8" TYPE 'X' GYP BD 16. MTL STUDS, SEE A1.1 FOR PARTITION TYPES 17. VAPOR BARRIER, SEAL TIGHT 18. EXTERIOR CEMENT PLASTER 19. 6x8x16 CMU 20. EXIST DOCK BUMPER 21. EXIST AC PAVING 22. EXISTING MINI- BLINDS 23. SEAL W/ SEALANTS AS REQUIRED 24. NEW CABLE TRAY STRUCTURE 25. NEW FOOTING GENERAL NOTES A. DIMENSIONS BASED ON EXISTING INFORMATION. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS. B. REFER TO PLUMBING DRAWINGS FOR SAWCUTTING AND PATCHING FOR NEW PLUMBING WORK AS REQUIRED IN EXISTING WALLS AND FLOORS. S RECEIVED CITY OF TUKWII.4 FEB .I_ Loo PERMIT CENTER T.I. PERMIT SUBMITTAL 1/28/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.W. Sixth Avenue P.O. Box 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 Ar h i t e c t /C i vi I /S t ru c t u ro l GROUP MACKENZIE 069C S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201-0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mechanical /Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 3 O MCI RICH C ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER., WITHOUT PRIOR WRITTEN PERMISSION Revisions: REVISION EDITION o CLOSING DATE Sheet Title WALL SECTIONS JOB NO. EI:ISTEREI PCNITE "T PJf�.f 1 OF SYAu595359 DATE: 1/28/2000. DRAWN BY: ARS /BED o CHECKED BY: DMW SHEET A4.1 OF 990346 , T /ROOF Y VARIES d ACCESS FLOOR • 0 2' -2" AFF FINISH FLOOR • 0 100' -0" (VERIFY) WALL SECTION ® 2HR RATED WALL 1 / 2 " = T/ROOF Y VARIES ACCESS FLOOR O 2' -2" AFF F0 O 700' INISH -0 FL0R " (VERIFY) WALL SECTION ® 2 HR RATED DEMISING WALL ADJACENT TENANT A_..FIVISH FLOOR 0 100' -0" (VERIFY) r /ROOF VARIES A4.2 ADJACENT TENANT WALL SECTION ® DEMISING WALL MCIW SPACE U 1/2° = 1' -0 3 KEYNOTES 1. EXIST GLU —LAM BEAM, PAINTED 2. EXIST PURLIN, PAiNTED 3. EXIST SUB — PURLIN 4. EXIST PLYWOOD DECK 5. EXIST CONCRETE TILT PANEL 6. EXIST ROOFING 7. EXIST CONCRETE SLAB 8. EXIST FOOTING 9. EXIST DEMISING WALL 10. EXIST MEZZ FLOOR STRUCTURE 11. EXIST STOREFRONT SYSTEM 12. BATT INSULATION, R -19 IN WALLS, R -30 IN ROOF 13. ACCESS FLOORING 14. CONCRETE CURB 15. 5/8" TYPE 'X' GYP BD 16. MTL STUDS, SEE A1.1 FOR PARTITION TYPES 17. VAPOR BARRIER, SEAL TIGHT 18. EXTERIOR CEMENT PLASTER 19. 6x8x16 CMU 20. EXIST DOCK BUMPER 21. EXIST AC PAVING 22. MINI— BLINDS 23. SEAL W/ SEALANTS AS REQUIRED 24. NEW CABLE TRAY STRUCTURE 25. NEW FOOTING GENERAL NOTES A. DIMENSIONS BASED ON EXISTING INFORMATION. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS. B. REFER TO PLUMBING DRAWINGS FOR SAWCUTTING AND PATCHING FOR NEW PLUMBING WORK AS REQUIRED IN EXISTING WALLS AND FLOORS. Arhitect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAX (503)228 -1285 RECEIVED CITY a�� TUK W ILF FEB 12000 PERMIT CENT E k T.I. PERMIT SUBMITTAL 1/28/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.W. Sixth Avenue 5.0. Bon 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 Mechanical/Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 ad36I REGISTERED ii ARCHITECT f P!CN .MITCHELL SThTE IIF �IA.°.lCINCTOtI (� MCI 200 ALL RIGH TS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO E1E USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION D20O0 2 -9 Revisions: REVISION EDITION CLOSING DATE az _ Sheet Title WALL SECTIONS DATE: 1/28/2000 DRAWN BY: ARS ' C.HECKED BY: DMW SHEET A4.2 OF JOB NO. 990346 FI /ROOF ELD VER 0 IF 27' Y -6" AFF MEZ N Y 0 1 2' -6 . AFF FLOOR ( VERIFY) CEILING 0 8' -0' AFF Y FIELD VERIFY 1' ACCESS FLOOR 0 2' -2" AFF 4 FINISH OOR 0 100' -0 (VERIFY) 14 , L3'i'J�'���� — L'i'i'J I'i��i�i�i'�'�'iw•i�i�Jl'�i'i�a G o ® l II WALL SECTION 0 MEZZANINE 1/2" = 1' -0" V co T /ROOF VARIES MEZZ N. FLOOR ® 12' -6 AFF ( CEILING 0 8' -0' t AFF • FIELD VERIFY ACCESS FLOOR T 0 2' -2" AFF FINISH FLOOR 0 100' -0' (VERIFY) WALL SECTION 0 MEZZANINE MEZZ FIN_ FLOOR T 0 I2' -6' AFF (VERIFY) ACCESS FLOOR 0 2' -2' AFF FINISH FLO 0 100' -0' OR (VERIFY) WALL SECTION 0 MEZZANINE 1/2" = 1 -0" KEYNOTES 1. EXIST GLU —LAM BEAM, PAINTED 2. EXIST PURLIN, PAINTED 3. EXIST SUB — PURLIN 4. EXIST PLYWOOD DECK 5. EXIST CONCRETE TILT PANEL 6. EXIST ROOFING 7. EXIST CONCRETE SLAB 8. EXIST FOOTING 9. EXIST DEMISING WALL 10. EXIST MEZZ FLOOR STRUCTURE 11. EXIST STOREFRONT SYSTEM 12. BATT INSULATION, R -19 IN WALLS, R -30 IN ROOF 13. ACCESS FLOORING 14. CONCRETE CURB 15. 5/8" TYPE 'X' GYP BD 16. MIL STUDS, SEE A1.1 FOR PARTITION TYPES 17. VAPOR BARRIER, SEAL TIGHT 18. EXTERIOR CEMENT PLASTER 19. 6x8x16 CMU 20. EXIST DOCK BUMPER 21. EXIST AC PAVING 22. MINI— BLINDS 23. SEAL W/ SEALANTS AS REQUIRED 24. NEW CABLE TRAY STRUCTURE 25. NEW FOOTING GENERAL NOTES Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 130, S.W. Sixth Avenue P Box 1300 Portland. Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 A. DIMENSIONS BASED ON EXISTING INFORMATION. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS. B. REFER TO PLUMBING DRAWINGS FOR SAWCUTTING AND PATCHING FOR NEW PLUMBING WORK AS REQUIRED IN EXISTING WALLS AND FLOORS. Arhitect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAX: (503)228 -1285 R =_cFlveo v ^ITY aF TUKWIIS. FEB 1 2000 PERMIT CENTFP T.I. PERMIT SUBMITTAL 1/28/2000 Mechanical /Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 RICH J. MITCHELL STATE OF WASHIMOTOA O MCI 20 C ALL RIGH TS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: m' REVISION EDITION z. _ CLOSING DATE Sheet THIN WALL SECTIONS DATE: 1/28/2000 DRAWN BY: BEBte3 CHECKED BY: DMW SHEET JOB N0. A4.3 OF 990346 TYPICAL DISABLED ACCESS. STALL 0 I N DRINIKING FOUNTAIN (( DI ( � ( ��SABLED URINAL O DISABLED ACCESS G ` MOUNTING HEIGHTS AND DIMENSIONS ENLARGED RESTROOM PLAN 1/4 " =1' -0" ENLARGED RESTROOM PLAN 1/4 " =1 " —O" INSTALL FLUSH LEVER ON OPEN SIDE OF STALL O GRAB BARS SECTION 1 ACCESSORY j " MULTI ROLL TOILET TISSUE DISPENSER TOILET ROOM ACCESSORIES AND FIXTURES SOUTH NORTH CT -2 CT -3 CT -1 USE BULLNOSE TILES ON OUTSIDE CORNERS OF SCREEN WALL WOMEN'S RESTROOM ELEVATIONS MEN'S RESTROOM ELEVATIONS 1/4 " =1 " -0" MEZZANINE RESTROOM ELEVATIONS O WATER CLOSET ACCESSORY TAMPON VENDOR DSANITARY NAPKIN L O TOWFI DISPFNSFR/ WASTE RECEPTACLE O ACCESSORY SEAT COVER DISPENSER WEST WEST WEST O ACCESSORY SANITARY NAPKIN DISPOSAL EAST EAST EAST GENERAL NOTES A. CENTER ALL WALL TILE UNLESS NOTED OTHERWISE, TYP. B. MOUNT ALL TOILET ROOM ACCESSORIES PER MANUFACTURER'S RECOMMENDED MOUNTING HEIGHTS. USE RECOMMENDED DISABLED MOUNTING HEIGHTS AS REQUIRED TYP. C. SEE DETAIL 6/A5.1 FOR TYPICAL ACCESSORIES AND MOUNTING HEIGHTS KEYNOTES 1. ADA ACCESSIBLE LEVER HANDLE AND ACCESSIBLE SYMBOL ON DOOR. SYMBOL TO BE MOUNTED AT 5' —D" A.F.F. TO CENTER. 2. PLASTIC LAMINATE VANITY AND SINK. SEE DETAIL 7/A5.1 3. MIRROR, 48" TALL BY COUNTER LENGTH. 4. MIRROR, 24" X 36" 5. TYPICAL TOILET ROOM PARTITION. 6. 6' —0" HIGH SCREEN WALL 7. WALL MOUNTED URINALS. 8. CERAMIC TILE WAINSCOT AT WET WALL TO 6'-0 " "± A.F.F. D2O0 0O2c1 N to 1' - 11" CERAMIC TILE COVED INSIDE CORNER PLASTIC LAMINATE OVER 3/4° PLYWOOD SELF — RIMMING LAVATORY 2" BULLNOSE EDGE 2x4 FASCIA 2x4 AT EACH FLAT BAR SUPPORT F.B. X" x 2 WITH (3) (3) r /4 "0 x 1X" LAG SCREWS TO 2x4 AT COUNTER AND (4) }¢ "0 M.B. THRU STUDS Z LOCATE F.B. SUPPORTS S AT 3' -0" O.C. MAX. INSULATE DRAIN PIPE PROVIDE 2x BLOCKING AT METAL STUDS RECEIVED cmr or TUKwaq LAVATORY SECTION FEB 12000 1 �I�AM_'vikrt J T.I. PERMIT SUBMITTAL 1/28/2000 Builder HOFFMAN CONSTRUCTION'' COMPANY of Oregon S.V. Sixth Avenue P.O. Box. 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 Arh i t ec t /C i vi I /S t ru ctu ra I GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mechanical /Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 "426 REGISTERED ARCHITECT RICHARSA4FTCHELL STATE OF WASIIINRTIN O MGT 20 G ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: Sheet Title BATHROOM DETAILS SHEET JOB NO. REVISION EDITION CLOSING DATE DATE: 1/28/2000 DRAWN BY: MET CHECKED BY: BEB A5.1 OF 990346 /+' FIRST FLOOR REFLECTED CEILING PLAN 1/16 " =r -D° [0 KEYNOTES 1. NEW CABLE TRAY SUPERSTRUCTURE 2. EXPOSED TO STRUCTURE ABOVE EXISTING CEILING GRID W/ NEW ACOUSTICAL TILES 4. OPEN TO ABOVE 5. EXISTING SOFFIT TO REMAIN GENERAL NOTES A. DIMENSIONS BASED ON EXISTING INFORMATION. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS B. SEE A6.2 FOR CEILING PLAN INFORMATION FOR THE MEZZANINE AND THE EXISTING ROOF STRUCTURE LEVEL. C. ALL SUSPENDED ACOUSTICAL TILE CEILINGS TO MATCH EXISTING, FIELD VERIFY D. ALL GYP BD CEILINGS TO MA TCH EXISTING, FIELD VERIFY E. EXISTING ROOF STRUCTURE SHOWN HALFTONE FOR REFERENCE F. SEE ELECT DWGS FOR LIGHTING LAYOUT G. SEE MECH DWGS FOR GRILLE AND VENT LAYOUT LEGEND LIMITS OF WORK EXISTING WALL NEW 2 —HR WALL SEE DETAIL P1 /A7.1 NEW 2 —HR RATED WALL ADJACENT TO EXISTING WALL SEE DETAIL P3/A1.1 EXISTING EXTERIOR CONCRETE WALL W/ NEW FURRING PER DETAIL P2/A1.1 NEW INFILL WALL SEE DETAIL P5/A1.1 EXTERIOR CMU ACOUSTICAL WALL, 9' -0" HIGH NEW WALL INFILL TO MATCH EXISTING CONDITIONS EXIT SIGN EXISTING 2x4 SUSPENDED ACOUSTICAL CEILING GRID W/ NEW TILES EXISTING GYP BD CEILING 302M KEYPLAN PERMIT CENTEI T.I. PERMIT SUBMITTAL 1/28/2000 SHEET 4 JOB NO. Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 13CO S.W. Sixth Avenue P.3. Box 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 Arh itect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mechanical /Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 IITCFYLL ' - OIS i'Fc0 g wGNIfECT g 1110 / © MCI 20 C ALL RIGH TS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: REVISION EDITION W� z o CLOSING DATE ecz Sheet Title FIRST FLOOR REFLECTED CEILING PLAN DATE: 1/28/2000 DRAWN BY: ARSAlS CHECKED BY: DMW A6.1 OF 990346 r i o � j 1 Sim minim ®•1u1 mom in■■iu•til■1® ■ IHUHHHIIUIIIkI•III : 111111111111 :111Il11111111I■hIIII II 11111111111 III liHHllf 1111111 111/11111 1 1II1INIJ11UI11I1U!L___JI1 I1:IHII IIIIII I IIII li iII I hull 111111 i! 1. 11NIt1IN11N 111N111111IIUN1I 111111 HE III 1 ==: == I 1I�1111 1 LIMN 11 f _d ■E mi LIME II I .. __— lin—=..sii, ..... i 'NH if isli LE - Ii i -- m___ _ o =r ■1 ==11111111•11•111•1111111111111 IIIIIIIIIIIIIINIM MIMI= KCIMMIIIIIIMIIMI NI MI I . �� � .. _ 1 __ 0 0 50' -0 7 0 qv 50 -0 1 / 25 -0 25 - 200' -0" , /+' FIRST FLOOR REFLECTED CEILING PLAN 1/16 " =r -D° [0 KEYNOTES 1. NEW CABLE TRAY SUPERSTRUCTURE 2. EXPOSED TO STRUCTURE ABOVE EXISTING CEILING GRID W/ NEW ACOUSTICAL TILES 4. OPEN TO ABOVE 5. EXISTING SOFFIT TO REMAIN GENERAL NOTES A. DIMENSIONS BASED ON EXISTING INFORMATION. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS B. SEE A6.2 FOR CEILING PLAN INFORMATION FOR THE MEZZANINE AND THE EXISTING ROOF STRUCTURE LEVEL. C. ALL SUSPENDED ACOUSTICAL TILE CEILINGS TO MATCH EXISTING, FIELD VERIFY D. ALL GYP BD CEILINGS TO MA TCH EXISTING, FIELD VERIFY E. EXISTING ROOF STRUCTURE SHOWN HALFTONE FOR REFERENCE F. SEE ELECT DWGS FOR LIGHTING LAYOUT G. SEE MECH DWGS FOR GRILLE AND VENT LAYOUT LEGEND LIMITS OF WORK EXISTING WALL NEW 2 —HR WALL SEE DETAIL P1 /A7.1 NEW 2 —HR RATED WALL ADJACENT TO EXISTING WALL SEE DETAIL P3/A1.1 EXISTING EXTERIOR CONCRETE WALL W/ NEW FURRING PER DETAIL P2/A1.1 NEW INFILL WALL SEE DETAIL P5/A1.1 EXTERIOR CMU ACOUSTICAL WALL, 9' -0" HIGH NEW WALL INFILL TO MATCH EXISTING CONDITIONS EXIT SIGN EXISTING 2x4 SUSPENDED ACOUSTICAL CEILING GRID W/ NEW TILES EXISTING GYP BD CEILING 302M KEYPLAN PERMIT CENTEI T.I. PERMIT SUBMITTAL 1/28/2000 SHEET 4 JOB NO. Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 13CO S.W. Sixth Avenue P.3. Box 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 Arh itect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mechanical /Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 IITCFYLL ' - OIS i'Fc0 g wGNIfECT g 1110 / © MCI 20 C ALL RIGH TS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: REVISION EDITION W� z o CLOSING DATE ecz Sheet Title FIRST FLOOR REFLECTED CEILING PLAN DATE: 1/28/2000 DRAWN BY: ARSAlS CHECKED BY: DMW A6.1 OF 990346 MEZZANINE FLOOR REFLECTED CEILING PLAN • �ii�ii�ii�ii�i��nru •- 1111111111111111111 """� NIIIIU11 u 11111111!I 111•11111111 1111111111HB 11111111111111111111111111111 IIINI111111IIIIU1111111 _ _ .. .. _ .. _ _ NI11111111111111111n ■.i■jn1111111111 111111111111111111uIIuII11i f �� -mmoi; 1&&MMM■I ammo ui... immum mum mug 11111111111111 11111111IIII11uI111N11 1111111 I II1uI IIIII I111li amm NINE KEYNOTES 1. EXISTING CEILING EXPOSED TO STRUCTURE. DEMOLISH EXISTING INSULATION AND REPLACE WITH NEW INSULATION AND VAPOR BARRIER PER DETAIL X /XX & SPECS. 2. EXISTING SKYLIGHT LOCATIONS TO BE MODIFIED. SECURE EXISTING OPENING PER DETAIL X /XX GENERAL NOTES A. DIMENSIONS BASED ON EXISTING INFORMATION. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS B. SEE A6.1 FOR CEILING PLAN INFORMATION FOR THE FIRST FLOOR AND THE NEW CABLE TRAY STRUCTURE LEVEL C. ALL SUSPENDED ACOUSTICAL TILE CEILINGS TO MATCH EXISTING, FIELD VERIFY D. ALL GYP BD CEILINGS TO MATCH EXISTING, FIELD VERIFY E. EXISTING ROOF STRUCTURE SHOWN HALFTONE FOR REFERENCE F. SEE ELECT DWGS FOR LIGHTING LAYOUT G. SEE MECH DWGS FOR GRILLE AND VENT LAYOUT LEGEND KEY PLAN EXISTING WALL NEW 2—HR WALL SEE DETAIL P1/A1.1 NEW 2 —HR RATED WALL ADJACENT TO EXISTING WALL SEE DETAIL P3/A1.1 EXISTING EXTERIOR CONCRETE WALL W/ NEW FURRING PER DETAIL P2 /A1.1 NEW INFILL WALL SEE DETAIL P5/A1.1 �. �. LIMITS OF WORK EXTERIOR CMU ACOUSTICAL WALL, 9' -0' HIGH NEW WALL INFILL TO MATCH EXISTING CONDITIONS EXIT SIGN EXISTING 2x4 SUSPENDED ACOUSTICAL CEILING GRID W/ NEW TILES EXISTING GYP BD CEILING F a DV ft�'CEIVED CIT`I OF'fI;HW�I FEB 1 N PERMIT CEI, T.I. PERMIT SUBMITTAL 1/28/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1.300 S.W. Sixth Avenue P.O. Box 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 Arh itect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAX: (503)228 -1285 • Mechanical /Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 © MCI 20 ALL RIGH TS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT 10 BE USED OR REPRODUCED IN. ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: REVISION EDITION CLOSING DATE Sheet Title MEZZANINE & ROOF LEVEL REFLECTED CEILING PLAN DATE: 1/28/2000 DRAWN BY: BEBE�'. CHECKED BY: DMW/BEB SHEET JOB NO. A6.2 OF 990346 w '-10" ■ ■ • FINISHED FLOOR 20' -6" SLOPE 1:12 r-- ■ I'uu••■••■■■•••■■••••• ■ ■ ■ ■ ■ EXIT STAIR ■•■■ ••••■•■ ®Tr■i SECURITY COORIDOOR EXIT RAMP 1/4" = 1' -0" GUARDRAIL DETAIL STAIR AND RAMP GUARDRAILS HAVE SIMILAR REQUIREMENTS 1/4" = 1' -0" , c 2 . 5' -0" �i■ J ® SOUTHWEST CORNER OF SWITCHROOM #108 ACCESS FLOOR ® 26 "AFF NEW COLUMN WITH FURRING 2 —HR RATED WALL RAIL ATTACHED TO WALL RAILING EXTENSION TOP RAIL © 34" ABOVE STAIR TREAD OR RAMP HANDRAIL AND GUARDRAIL TO EXTEND 12" BEYOND END OF RAMP /TOE OF STAIR INTERMEDIATE RAIL ® 18" ABOVE STAIR TREAD OR RAMP FLOOR CONTINOUS 4" KICKPLATE ON RAMP AND LANDINGS. NOT REQUIRED ON STAIRS (3) TREADS 0 11 "EA =2' -9" 1/4" = 1' -0" it ACCESS FLOOR 0 26" A.F.F. 3 TREADS ® 12 "EA =3' -0" RAILING BY ACCESS FLOOR SYSTEM SUBFLOOR STAIR PLAN AT ACCESS FLOOR ® SOUTHEAST CORNER OF SWITCHROOM #108 1 / 4 " - 12' —G" D2000 - 002 •••••• •111••••11 HANDRAIL BY ACCESS FLOOR SYSTEM Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1:300' S.W. Sixth Avenue F'.0. Box 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 ! 24 "x24" ACCESS FLOOR GRID RAMP BY ACCESS FLOOR SYSTEM CORNER GUARDS ON COLUMNS AS INDICATED ACCESS FLOOR LOADING RAMP ® NORTHWEST CORNER SWITCH ROOM #108 1/4" = 3 TREADS G 12 "EA =3' -0" RECEIVED CITY aF" TUKWII.- FEB 1 2000 PERMIT CENTER STAIR PLAN AT ACCESS FLOOR ® NORTHEAST CORNER SWITCHROOM #108 1/4" — 1' -0" T.I. PERMIT SUBMITTAL 1/28/2000 Arh itect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9060 FAX: (503)228 -1285 Mechanical /Electrical -- - GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 JOB NO. Revisions: z _a SHEET MCI 2000 © ALLRIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION EDITION CLOSING DATE Sheet Title ACCESS FLOOR, STAIR & RAMP PLANS; RAILING ELEVATION DATE: 1/28/2000 DRAWN BY: ARSE$ CHECKED BY: DMW A7.1 of 990346 1- i SLOPE 1:12 I U a O w '-10" ■ ■ • FINISHED FLOOR 20' -6" SLOPE 1:12 r-- ■ I'uu••■••■■■•••■■••••• ■ ■ ■ ■ ■ EXIT STAIR ■•■■ ••••■•■ ®Tr■i SECURITY COORIDOOR EXIT RAMP 1/4" = 1' -0" GUARDRAIL DETAIL STAIR AND RAMP GUARDRAILS HAVE SIMILAR REQUIREMENTS 1/4" = 1' -0" , c 2 . 5' -0" �i■ J ® SOUTHWEST CORNER OF SWITCHROOM #108 ACCESS FLOOR ® 26 "AFF NEW COLUMN WITH FURRING 2 —HR RATED WALL RAIL ATTACHED TO WALL RAILING EXTENSION TOP RAIL © 34" ABOVE STAIR TREAD OR RAMP HANDRAIL AND GUARDRAIL TO EXTEND 12" BEYOND END OF RAMP /TOE OF STAIR INTERMEDIATE RAIL ® 18" ABOVE STAIR TREAD OR RAMP FLOOR CONTINOUS 4" KICKPLATE ON RAMP AND LANDINGS. NOT REQUIRED ON STAIRS (3) TREADS 0 11 "EA =2' -9" 1/4" = 1' -0" it ACCESS FLOOR 0 26" A.F.F. 3 TREADS ® 12 "EA =3' -0" RAILING BY ACCESS FLOOR SYSTEM SUBFLOOR STAIR PLAN AT ACCESS FLOOR ® SOUTHEAST CORNER OF SWITCHROOM #108 1 / 4 " - 12' —G" D2000 - 002 •••••• •111••••11 HANDRAIL BY ACCESS FLOOR SYSTEM Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1:300' S.W. Sixth Avenue F'.0. Box 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 ! 24 "x24" ACCESS FLOOR GRID RAMP BY ACCESS FLOOR SYSTEM CORNER GUARDS ON COLUMNS AS INDICATED ACCESS FLOOR LOADING RAMP ® NORTHWEST CORNER SWITCH ROOM #108 1/4" = 3 TREADS G 12 "EA =3' -0" RECEIVED CITY aF" TUKWII.- FEB 1 2000 PERMIT CENTER STAIR PLAN AT ACCESS FLOOR ® NORTHEAST CORNER SWITCHROOM #108 1/4" — 1' -0" T.I. PERMIT SUBMITTAL 1/28/2000 Arh itect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9060 FAX: (503)228 -1285 Mechanical /Electrical -- - GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 JOB NO. Revisions: z _a SHEET MCI 2000 © ALLRIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION EDITION CLOSING DATE Sheet Title ACCESS FLOOR, STAIR & RAMP PLANS; RAILING ELEVATION DATE: 1/28/2000 DRAWN BY: ARSE$ CHECKED BY: DMW A7.1 of 990346 r` = M■ ■ II ■� ■I ■ ■1� I '111111111= •F =111 =111101M MINE ■3 1 6111••■•11111•1== = ■ ■ 1==■■ ■ ■ ■ ■ • • • _ ... • I i I I I I I PARTIAL ENLARGED REFLECTED CEILING PLAN - FIRST FLOOR 2 PARTIAL ENLARGED REFLECTED CEILING PLAN - MEZZANINE A6.3 I /a ° =1' -D• KEYNOTES 1. NEW CABLE TRAY SUPERSTRUCTURE 2. OPEN TO ABOVE 3. EXISTING CEILING GRID TO REMAIN 4. EXISTING CEILING EXPOSED TO STRUCTURE. DEMOLISH EXISTING INSULATION AND REPLACE WITH NEW INSULATION AND VAPOR BARRIER PER DETAIL X /XX & SPECS 5. NEW CEILING GRID GENERAL NOTES A. DIMENSIONS BASED ON EXISTING INFORMATION. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS B. ALL SUSPENDED ACOUSTICAL TILE CEILINGS TO MATCH EXISTING, FIELD VERIFY C. ALL GYP BD CEILINGS TO MATCH EXISTING, FIELD VERIFY LEGEND NEW 2 —HR RATED WALL ADJACENT TO EXISTING WALL SEE DETAIL P3/A1.1 EXISTING EXTERIOR CONCRETE WALL W/ NEW FURRING PER DETAIL P2/A1.1 NEW INFILL WALL SEE DETAIL P5/A1.1 ® ■ ® LIMITS OF WORK EXTERIOR CMU ACOUSTICAL WALL, 9 -0" HIGH gym® NEW WALL INFILL TO MATCH EXISTING CONDITIONS D'io00-0D1 KEYPLAN EXISTING WALL NEW 2 —HR WALL SEE DETAIL P1/A1.1 EXIT SIGN 2x4 SUSPENDED ACOUSTICAL TILE CEILING GYP BD CEILING RECEIVED CITY aF TUKWI�_F FEB 12000 PERMIT CENTER T.I. PERMIT SUBMITTAL 1/28/2000 JOB NO. Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.W. Sixth Avenue P.0. Box 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 Arh itect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAA: (503)228 - 1285 Mechanical /Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 O MCI 2000 � ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: —"' REVIS EDITION X o f CLOSING DATE Sheet Title REFLECTED CEILING PLANS - 1ST FLOOR OFFICE & MEZZANINE OFFICE DATE 1/28/2000 DRAWN BY: ARS-Sce CHECKED BY: DMW SHEET A6.3 OF 990346 ACCESS FLOOR TYPICAL SECTION ', COMBO CORNER —LOCK SCREW BOLTED STRINGER ACCESS FLOOR PANEL TYP. 24 GA.x72" PLENUM CHANNEL LEVELING NUT 7 / ¢" SQUARE TUBE PEDESTAL 4 "x4 "4" STEEL BASE PLATE, TYP COMBO CORNER —LOCK SCREW BOLTED STRINGER ACCESS FLOOR PANEL TYP. 24 GA.x72" PLENUM CHANNEL LEVELING NUT PLENUM DIVIDER j¢" SQUARE TUBE PEDESTAL 4"x4"4" STEEL BASE PLATE, TYP PLENUM DIVIDER ANCHOR ANGLE DIAGONAL BRACING SUBFLOOR 2 ACCESS FLOOR W/ PLENUM BARRIEF1 s ACCESS FLOOR STAIR 1 1 1' -0" A7 TYPICAL SECTION 1 1/2" = 1 -0 A7 TYP. STAIR SECTION JOR SUBFLOOR ADA RAMP SHOE . ASSEMBLY TYP. ACCESS FLOOR PANEL FACIA TRIM ANGLE FACIA PLATE SE DETAIL _/_ SELF — DRILLING SCREWS BASE ASSEMBLY 12 1'SLOPE ACCESS FLOOR W/ FACIA PLATE TYPICAL SECTION 11/2 " = ACCESS FLOOR RAMP A7.2 LOWER RAMP SECTION 1 1/2" = 1' -0" 8 A7 UPPER RAMP SECTION ACCESS FLOOR RAMP ACCESS FLOOR PANEL FACIA TRIM ANGLE FACIA PLATE FACIA ANGLE 6" ALUM. THRESHOLD WITH FASCIA SCREWS COMBO CORNER —LOCK SCREW BOLTED STRINGER ACCESS FLOOR PANEL TYP. 24 GA.x72" PLENUM CHANNEL LEVELING NUT 7 ,6" SQUARE TUBE PEDESTAL 4 "x4 ")'W STEEL BASE PLATE, TYP RECEIVe� aTV or nixv:il� FEB 1 ZilOf? PERMIT CENT.. T.I. PERMIT SUBMITTAL 1/28/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon BOO S.W. Sixth Avenue P.O. Box 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 Arh itect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201-0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mechanical/Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 EI_ISr ASLHI1ECI SIATCF Y; i; rin �:' © MCI 2000 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: REVISION EDITION CLOSING DATE Sheet Title ACCESS FLOOR, STAIR AND RAMP ASSEMBLY DETAILS DATE: 1/28/2000 DRAWN BY: ARSE CHECKED BY: DMW SHEET A OF JOB NO. 990346 E1 A8.1 INFILL WALL etg OHD EXTERIOR INTERIOR INFILL WALL a OHD EXIST CONCRETE PANEL TYPICAL WALL FURRING PER DETAIL P2/A1.1 SEALANT FLASHING EXTERIOR CEMENT PLASTER 6" CMU 2j" MTL STUDS ® 24" OC METAL DOOR FRAM BATT INSULATION VAPOR BARRIER 5/8" TYPE 'X' GYP BD EXIST EDGE ANGLE EXIST DOCK BUMPER TO REMAIN GYPSUM BOARD SOUND ATTENUATION WHERE OCCURS DBL STUD ® JAMB TYP. SEE PLAN Sc WALL TYPES SEE PLAN & WALL TYPES DOOR JAMB AND HEADER 3" = 1 -0" A81 NON —RATED & 2 —HR FIRE RATED 5/8" TYPE 'X' GYP BD VAPOR BARRIER BATT INSULATION 234" MTL STUDS ® 24" OC 6" CMU EXTERIOR CEMENT PLASTER PAINT TO MATCH ADJACENT CONCRETE MTL 'F' DRIP GYPSUM BOARD SOUND ATTENUATION WHERE OCCURS DBL STUD ® JAMB — TYP. METAL DOOR FRAME 3" = 1 ' - 0" e SWITCH ROOM ACCESS FLOOR TILE 4X4— W4.OxW4.0 WWM TIE ® 4" OC TO EA PEDESTAL W/ 9 GA WIRE ACCESS FLOOR PEDESTAL CONCRETE SLAB SEE STRUCTURAL ACCESS FLOOR SECURITY WALL 1 1 /2 " - 0" D2 FIRE EXTINGUISHER PLAN CABINET ELEVATION SOUND CONTROLINSULATION WHERE OCCURS, SEE WALL TYPES 1' 2 - 0" MIN FIRE EXTINGUISHER CABINET D2 DBL LAYER GYP BD BOTH SIDES (OR SINGLE SIM AS OCCURS IN EXISTING CONSTRUCTION NON— RATED WALLS) METAL STUDS STAIR SIGNAGE AS OCCURS FIRE EXTINGUISHER CABINET AS OCCURS -- SEE ABOVE 1 1/2" = 1' -0" C4Asi WOO R `AL�Q ' `Uj3 Sheet Title �� t`CtWGpNts tOH DETAILS REC'eIVEO cm� nr Turwli„ FEB 12000 PERMIT CENTER T.I. PERMIT SUBMITTAL 1/28/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 13CC S.W. Sixth Avenue P.O. Box 1300 Portland. Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 Arh itect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201-0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mechanical/Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 - 5280 FAX: (503)274 -7674 - TGISTFRFD ., > riNiT_tf {e HIGH J.M5CNEiL y O MCI 2000 C ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: DATE: 1/28/2000 DRAWN BY: ARS CHECKED BY: DMW SHEET JOB NO. REVISION EDITION CLOSING DATE A8.1 OF 990346 COLUMN FURRING DETAIL COLUMN FURRING DETAIL CORNER AS REQ'D (1) LAYER %" GYP BD COLUMN, SEE STRUCT 2" FURRING CHANNEL OR AS NEEDED 1 1/2" = 1' -0" 2 —HR RATED WALL, SEE P7/A1.1 CORNER AS REQ'D z.. ..— 2" FURRING CHANNEL OR BRACE AS NEEDED (1) LAYER 36" GYP BD FURRING COLUMN, SEE STRUCT COLUMN WITHIN 10" OF NEAREST WALL 1 1/2" = 1 E_ COLUMN FURRING DETAIL (1) LAYER %" GYP BD COLUMN, SEE STRUCT 2" FURRING CHANNEL OR AS NEEDED 2 —HR RATED WALL SEE P1 /A1.1 r, o_ 1 1/2" = 1' -0" CORNER AS REQ'D COLUMN, SEE STRUCT 2 FURRING CHANNEL OR BRACE AS NEEDED (1) LAYER 96" GYP BD FURRING 2 —HR RATED WALL, SEE P1/A1.1 COLUMN FURRING DETAIL COLUMN WITHIN 10" OF NEAREST WALL 1 1/2" 1' 0" U COLUMN FURRING DETAIL 2 FURRING CHANNEL OR AS NEEDED 2 —HR RATED WALL, SEE P1/A1.1 COLUMN, SEE STRUCT 2—HR RATED WALL SEE P1 /A1.1 2 FURRING CHANNEL OR AS NEEDED CORNER AS REQ'D (1) LAYER 76" GYP BD COLUMN, SEE STRUCT COLUMN FURRING DETAIL A8.22 ® WALL INTERSECTION 1 1/2" = 1' -0" 1 1/2 "' = 1' -0" U iii /iII/f11111154■ COLUMN FURRING DETAIL TYPICAL NON — PERIMETER COLUMN W24x117 2' — G" (1) LAYER 76" GYP BD FURRING COLUMN FURRING DE AIL @ HALL WALL INTERSECTION SW CORNER SWITCH ROOM 2" FURRING CHANNEL OR AS NEEDED COLUMN, SEE STRUCT 1/2" = 1 • — �0" E CORNER AS REQ'D COLUMN, SEE STRUCT (1) LAYER 76" GYP BD FURRING 2" FURRING CHANNEL OR AS NEEDED 6" MTL STUDS 16 ° 0C BATT INSUL W/ MEMBRANE TOWARDS SWITCH SPACE (2) LAYERS 76° GYP BD EA SIDE FOR 2 -HR RATING RECEIVED CITY aF TIJKNlI! A FEB 12000 PERMIT CENTER T.I. PERMIT SUBMITTAL 1/28/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.W- Sixth Avenue P.J. Box 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 Arhitect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mechanical /Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 I 1/2" = 1' -0" C MCI 2000 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: c , REVISION EDITION i _ CLGSING DATE �z ?a � Sheet Title DETAILS DATE: 1/28/2000 DRAWN BY: ARSfr. CHECKED BY: DMW DOOR SCHEDULE DOOR DOOR FRAME DETAILS HDWR G RATING COMMENTS DOOR OPENING SIZE THK TYPE MAT'L FINISH TYPE MAT'L FINISH HEAD JAMB SILL 101 3' x 7' — SF TAL /GL MFR — AL AN 2/A8.4 SIM 2/A8.4 6/A8.4 BP -- 1 101 102 3' x 7 T44 — — S — — — CT,GB/P GB /P 9' -0" AR -- 3,4 102 102A 3' x 7' — SF AL /GL MFR — AL AN VCT I RB GB /P GB /P SF /MB BP -- 2 102A 102B 3' x 7' 1X — — S — — P 108 SWITCH ROOM AFT ■ RB GB /P AR -- 3,4 1028 102C 3' x 7' 1X — — S — — P — 3 110 AR --- 1,4 102C 103 3' x 7' I( — — S — — P GB /P GB /P EXP /IN — 3 3 103 104 3' x 7' 1 I( — VG — HM S P — — — HM P P EXIST US WEST — I — — — — AP -- -- 3 — 104 105A 105A1 3' x 7' 105B 3' x T 1)( VG HM P — HM i P 1 STAIR AP -- — 1056 106A 3' x 7' I 1X — — S — - P GB /P SAT — AR -- 1,4 106A 106B 3' x 7' — — — — — — — CPT -1', RB GB /P GB /P GB /P AS -- 1 1068 106C 3' x 7' — — — — — - — 8' -1" VERIFY HEIGHT, 5 204 AS -- 1 106C 107 3' x 7' 19 FL HM P — NM P GB /P GB /P GB /P AE -- 1,4 107 107A 10' x 12' — OH — P — — P 207 OFFICE CPT -1 RB 0 — — 1 107A 1076 9' x 12' — OV OFFICE P — — P GB /P GB /P SAT 0 -- 1 1078 108A 3' x 8' • 14 VG HM P — NM P 210 W.C. CT AG 90 MIN. GT /GB /P 108A 1088 3' x 8' IX 1X 1X VG FL VG NM NM HM P P P — — — HM HM NM P P P GB /P GB /P GB /P AG AG AG 90 MIN. 90 MIN. 90 MIN. VERIFY HEIGHT, 5 1088 108C 108D 108C 3' x 8' 1080 3' x 8' 108E PR 3' x 8' 1 SAT HM 1 P — NM P RB GB /P GB /P BG 90 MIN. GB /P 108E 109 3' x 8' 1X FL HM P — HM P AS -- 109 110A PR 3' x 8' TX FL , HM P — NM P BG 90 MIN. 110A 1108 3' x 8' 1X VG HM P — NM P AG 90 MIN. 1108 111 3' x 7' 1X FL I NM P — NM P AE - -- 1,4 111 111A 10' x 12' — OH — P — — P 0 -- 1 111A 112 3' x 7' — — — — — — — — — — — -- 1 112 113 3' x 7' — — — — — — — — — — — -- 1 113 114 3' x 7 1 X FL NM P — NM P — — — AS -- 114 202 3' x 7' — — — S — — P — — - — -- 4 202 203 3' x 7' — — — S — — P — — — — -- 4 203 204 3' x 7' — — — S — — P — — — — -- 4 204 205 3' x 7' — — S — P _ — -- 4 205 3' x 7' — — — S — - P — — — — -- 4 206 207 3' x 7' — — S P — — — — -- 4 207 208 3' x 7' — — — S — — P — — — — -- 4 208 209 3' x 7' 1)7' FL SC S — NM P AS -- 209 210 3' x T 1X FL SC S - NM P AP -- 210 211 3' x 7' — — — S - — P — — — — -- 1,4 211 213 3' x 7' — — — S — — P — — — fi¢fi¢fi¢A � -- 4¢¢¢¢fi¢fifi¢fi � I 213 FINISH SCHEDULE ROOM NO ROOM NAME FLOOR BASE NORTH MAT'L MAT1 MAT'L FINISH I FINISH FINISH EAST MAT'L FINISH SOUTH MAT'L FINISH WEST MAT'L FINISH CEILING MAT'L FINISH CEILING HEIGHT COMMENTS 101 ENTRY CPT -1 I RB GB /P GB /P SF /MB GB /P SAT 9' -0" VERIFY HEIGHT 102 EXISTING OFFICES CPT -1 i RB GB /P SF /MB GB /P SAT 9' -0" VERIFY HEIGHT, 5 103 W.C. — WOMEN'S CT I CT CT,GB /P CT,GB /P CT,GB/P CT,GB/P GB /P 9' -0" VERIFY HEIGHT 104 W.C. — MEN'S CT j CT CT,GB /P CT,GB /P CT,GB/P CT,GB/P GB /P 9' -0" VERIFY HEIGHT 105 CORRIDOR SC I RB GB /P GB /P GB /P GB /SM /P EXP /IN — 106 SECURITY CORRIDOR VCT I RB GB /P GB /P SF /MB GB /P EXP /IN — 107 RECEIVING /STAGING SC I RB GB /P GB /P GB /P GB /P EXP /IN — 108 SWITCH ROOM AFT ■ RB GB /P GB /P GB /P GB /P EXP /P /IN — 1,2 109 MECH /PUMP EPP EPP GB /P GB /P GB /P GB /P EXP /IN — 3 110 BATTERY EPP EPP GB /P GB /P GB /P GB /P EXP /IN — 3 111 UPS /ELECTRIC EPP ' EPP GB /P GB /P GB /P GB /P EXP /IN -- 3 112 EXIST CLOSET — i — — — — — — 4 113 EXIST US WEST — I — — — — 4 114 SPRINKLER SC RB GB GB GB GB EXP /IN — 1 STAIR CPT -1 I RB /SKIRT GB /P GB /P GB /P GB /P SAT — VERIFY HEIGHT 2 STAIR CPT -1 FRB /SKIRT GB /P GB /P GB /P GB /P SAT — VERIFY HEIGHT 201 FOYER CPT —I I RB GB /P GB /P GB /P GB /P SAT 8' -1" VERIFY HEIGHT, 5 202 OFFICE CPT -1', RB GB /P GB /P GB /P GB /P SAT 8' -1" VERIFY HEIGHT, 5 OFFICE CPT -1 ; R8 GB /P GB /P GB /P GB /P SAT 8' -1" VERIFY HEIGHT, 5 204 OFFICE CPT -1 i RB GB /P GB /P GB /P GB /P SAT 8' -1" VERIFY HEIGHT, 5 2G5 OFFICE CPT -1 { RB GB /P' GB /P GB /P GB /P ' SAT 8' -1" VERIFY HEIGHT, 5 206 OFFICE CPT -1 RB GB /P' GB /P GB /P GB /P SAT 8' -1" VERIFY HEIGHT, 5 207 OFFICE CPT -1 RB GB /P' GB /P GB /P - GB /P SAT 8' -1" VERIFY HEIGHT, 5 208 OFFICE CPT -1 RB GB /P' G8 /P GB /P GB /P SAT 8' -1" VERIFY HEIGHT, 5 209 STORAGE VCT RB GB /P GB /P SF /MB GB /P SAT 210 W.C. CT CT CT /GB /P GT /GB /P CT /GB /P CT /GB /P GB /P 8' -0" 211 OFFICE CPT -1 RB GB /P GB /P GB /P GB /P SAT 8' -1" VERIFY HEIGHT, 5 212 FAX /COPY AREA CPT -1 RB GB /P GB /P GB /P GB /P SAT 8' -1" VERIFY HEIGHT, 5 213 STORAGE VCT RB GB /P GB /P GB /P GB /P GB /P 8' -0" FL FLUSH DOOR TYPES VG VISION D Z OH OVERHEAD g-=1.-0- nv OVERHEAD — VISION o D 9 O BBI I COMMENTS: 1. PAINT EXPOSED STRUCTURE 2. PAINT CABLE TRAY SUPER STRUCTURE 3. 6 EPP BASE 4. NO WORK 5. EXIST SUSP. GRID TO REMAIN BUT RECEIVE NEW PAINT, REPLACE CEILING TILES W /NEW REPAIR AND INSTALL GRID AS REQUIRED AFT ACCESS FLOOR TILE CMU CONCRETE MASONRY UNIT CONC CONCRETE PANEL CPT CARPET CT CERAMIC TILE EM ENTRY MAT EPP EPDXY PAINT EXFM EXISTING FINISH MATERIAL EXP EXPOSED STRUCTURE EXS EXISTING STRUCTURE FWC FABRIC WALL COVERING GB GYPSUM BOARD IN INSULATION W /VAPOR BARRIER M MIRROR MB MINI BLINDS OH OVERHEAD DOOR OV OVERHEAD DOOR W /VISION P PAINT PL PLASTIC LAMINATE PLY PLYWOOD PT PORCELAIN TILE RB RUBBER BASE SAT SUSPENDED ACOUSTIC TILE SC SEALED CONCRETE SF STOREFRONT SM SHEET METAL SV SHEET VINYL VCT VINYL COMPOSITION TILE VW VINYL WALL COVERING WM WALK —OFF MAT COMMENTS: 1. EXISTING DOOR FRAME AND HARDWARE TO REMAIN, EXCEPT AS NOTED 2. REPLACE W/ NEW ALUM STOREFRONT DOOR, FRAME AND RELIGHT 3. EXISTING DOOR, FRAME TO BE /RELOCATED 4. NEW LEVER HANDLE AL ALUMINUM AN ANODIZED (DARK BRONZE) CD COILING DOOR FF FACTORY FINISH FL FLUSH GL TEMPERED GLASS HM HOLLOW METAL HMK HOLLOW METAL KNOCKDOWN MFR MANUFACTURER P PAINT PR PAIR S STAINED (REFINISH IF EXISTING) SC SOLID CORE WOOD SF STOREFRONT VG VISION GLAZING 0 \ ' \ON • 4ECEIJEn CIT`. pF TUKLNIL n FEB 1200i PERMIT CENTER T.I. PERMIT SUBMITTAL 1/28/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S. N. Sixth Avenue r Box 1300 Portlanc, Oregon 97207 Phone: (503)221 -8811 FAX: I 503)221-8934 Arh itect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9360 FAX: (503)228 -1285 Mechanical /Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 C MCI 2000 0 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: Sheet Title DOOR & FINISH SCHEDULES REVISION EDITION CLOSING DATE DATE: 1/28/2000 DRAWN BY: ARSE CHECKED BY: DMW ITA 3 OF SHEET JOB NO. A9.1 0 U- z � e � = N m E < se t- D I— 990346