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Permit D2000-016 - 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. MECHANICAL/ELECTRICAL/PLUMBING GLUMAC INTERNATIONAL INC. ABBREVIATIONS CODE ANALYSIS DRAWING CRITERIA AB AC ADJ AFF ALT ALUM AN00 APPROX ARCH 8/ BD BTWN BLDG BLK BLKG BM BOTT BRG R CB CI CJ CLG CLR CMP CMU CO COL CONC CONN CONST CONT CORR CSP CNTR DBL OF DIA DIM DL DN DR DS DWG EIFS ELEV ELECT EQ EXIST EXP JT EXT ANCHOR BOLT ASPHALTIC CONCRETE ADJACENT ABOVE FINISH FLOOR ALTERNATE ALUMINUM ANODIZED APPROXIMATE ARCHITECTURAL) BOTTOM OF BOARD BETWEEN BUILDING KUCK 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 FOUN /AIN • DIAMETER DIMENSION DEAD LOAD DOWN DOOR DOWNSPOUT DRAWING EXTERIOR INSULATION FINISH SYSTEM ELECTRICAL EQUAL EXISTING EXPANSION JOINT EXTERIOR FACE /STUD FD FDC FIN FLR FIN GR FLR FOC END FOIL FOS FoW FT FTG GA GALV GEN GR GYP BD HB HC HOR HOW HM HORIZ H TG HVAC ID IE INSUL NT JST JNT LL MAIL MAX LECH MFD MFG MGR MH MIN MISC MK MO NIC NO. /p NOM NTS FACE OF STUD FLOOR DRAIN 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 OC OD OHD OPNG OPP 0/0 PLAM PLYWD PVC PVMT PT RAD RD REF REINF REQ REV RM RO ROW SHTG SIM SPEC SQ SS STA PT STD CUSP T/ THK TS TU TYP UL U/S VERT VEST W/ WC WD W/0 WP WR WWM wH 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 UNDERSIDE VERTICAL VESTIBULE WITH WATER CLOSET WOOD WITH OUT WATER PROOF WATER RESISTANT WELDED WIRE MESH WATER HEATER BASED ON 1998 STATE OF WASHINGTON EDITION, UNIFORM BUILDING CODE 1997 ALL DRAWINGS ARE IDENTIFIED BY TWO DIGITS AS FOLLOWS: A. CATEGORY LETTER RP-ERRING TO THE DISCIPLINE OR MAJOR OCCUPANCY: B DIVISION. T. TITLE SHE` T BUILDING AREA (EXISTING): 70,775 SQ. FT. C. CIVIL - SITE DEVELOPMENT TENANT IMPROVEMENT AREA: 30,825 SO. FT. L. LANDSOA_.E A. ARCH. TECTURAL S. STRUCTURAL P. PLUMBING M. MECHANICAL E. ELECTRICAL B. SUB - CATEGORY NUMBER REFERRING TO TYPE OF DRAWING OR GROUPING. I. 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 *CONSTRUCTION TYPE TYPE V -N ALLOWABLE FLOOR AREA 8,000 SQ FT (TABLE 5 -B) AREA INCREASES TOTAL ALLOWABLE FLOOR AREA: BUILDING HEIGHT (TABLE 5 -B) - ALLOWABLE - PROVIDED SPRINKLED - 100% 60' SEPARATION ON 4 SIDES - 100% UNLIMITED PER SECTION 505.2 (2- STORIES) (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 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 SUB - CATEGORY CATEGORY DETAIL,# OFFICE 1 Fl I ROOM NAME FINISH GROUP ROOM (/ ISSUED FOR: INDEX OF DRAWINGS SITE /DEMO /STL & FDN T1.1 COVER SHEET/ INDEX OF DRAWINGS CIVIL SITE C1.0 SITE UTILITY PLAN SITE 02.0 ENLARGED GRADING AND UTILITY PLAN ARCHITECTURAL REFERENCE A1.0 EGRESS PLAN DEMO REFERENCE A2.0 DEMOLITION PLAN A2.1 REFERENCE FLOOR PLAN REFERENCE A3.1 REFERENCE A3.2 REFERENCE A3.3 REFERENCE A6.1 REFERENCE A6.2 STL & FDN STL & FDN STL & FDA STL & FDN STL & FDN STL & FDN STL & FON STL & FDN STL & FDN STL & FDN REFERENCE REFERENCE REFERENCE REFERENCE REFERENCE REFERENCE REFERENCE REFERENCE REFERENCE REFERENCE ELEVATIONS BUILDING SECTIONS BUILDING SECTIONS FIRST FLOOR REFLECTED', CEILING PLAN SECOND FLOOR REFLECTED CEILING PLAN too'r FA-R -T- 6'F THIS PERM lT BF6R- FrPP R.,0 v14L - R M=2000 -oly FILE COPY is .._: 1`3 Flan Cho_: .,or and omissions c.... _.V nM authorial. Ile NOlatlon c' '..0 code Of ordnalss {i'ICeipt of cor.::aa;;r's STRUCTURALDATE cI apProves , S1.0 51.1 S2.1 52.2 S2.3 S5.1 S8.1 S8.2 S8.3 S8.4 GENERAL STRUCTURAL NOEfI TYPICAL STRUCTURAL DETLP,ALS FOUNDATION PLAN (n��^ MEZZANINE FRAMING LAIPe:CQI No. 1%GO(O -071(0 MEZZANINE FRAMING PLAN FRAME ELEVATIONS DETAILS DETAILS DETAILS DETAILS MECHANICAL M.02 MECHANICAL LEGEND M1.1 MECHANICAL SITE / REFERENCE PLAN M2.1 FIRST FLOOR MECHANICAL PLAN-ZONE 1 M2.2 FIRST FLOOR MECHANICAL PLAN - -ZONE 2 M2.3 FIRST FLOOR MECHANICAL PLAN - -ZONE 3 ELECTRICAL CITY Of TUKWILA APPROVED FEB 0 8 2000 / AS ROI.1 r1/I E0.2 ELECTRICAL LEGEND AND ABBREVIATIONS E2.1 FIRST FLOOR POWER, SIGNAL AND SECURITY PLAN - -ZONE 1 E2.2 FIRST FLOOR POWER, SIGNAL AND SECURITY PLAN - -ZONE 2 E2.3 FIRST FLOOR POWER, SIGNAL AND SECURITY PLAN - -ZONE 3 PLUMBING P1.1 PLUMBING UNDERGROUND FLOOR PLAN D2OCOE oue CITY RE OCEIVED F TUKWILA JAN 21 2000 PERMIT CENTER SITE /DEMOLITION /FOUNDATION + STEEL 01/20/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.W. Sixth Avenue P.O. Bo :: 1.100 Portland, Oregon 97207 Phone: (505)22.1 -8811 FAX: (003)22' -8934 Arh itect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97291 -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 R O AL RZIGHTS 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 DATE: 1/20/2000 DRAWN BY: MET CHECKED BY: SLAW SHEET Tip JOB NO. 990346 PROPOSED ELECTRICAL — TRANSFORMER VAULT (8'xl8') UNDERGROUND l /r ,– CONTRACTOR TO / VERIFY LOCATION OF EXISTING STORM LINE PRIOR I U CONSTRUCTION. j NOTIFY ENGINEER OF ANY DESCREPENCIES. NEW ELECTRICAL__,._ CONTRACTOR COORDINATE NUMBER AND SIZE OF CONDUIT WITH ELECTRICAL PLANS. 60' / ( .-- ..- -. - -' - - I GAS SEE SHEET C2.0 FOR ENLARGED PLAN GENERAL NOTES 1- ALL WORK SHALL CONFORM TO THE LATEST STANDARDS AND PRACTICES OF CITY OF TUKWILA OR THE RESPECTIVE UTILITY OR AGENCY. 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE AND VERIFY SIZE AND DEPTH OF UTILITY LINES PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR TO COORDINATE RELOCATION OF GAS LINE WITH UTILITY PROVIDER AND ADJACENT TENANTS. STORM DRAIN NOTES 1. CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION, SIZE, ELEVATION, AND MATERIAL OF EXISTING STORM LINE PRIOR TO CONSTRUCTION. ALL ELEVATIONS ARE BASED ON ORIGINAL CONSTRUCTION DRAWINGS. 2. CONTRACTOR SHALL MATCH EXISTING STORM PIPE MATERIALS, PROVIDING THEY ARE ACCEPTABLE TO LOCAL JURISDICTION AND ARE COMPLIANT WITH THE UPC. 3. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE TO CATCH BASINS IN REDEVELOPED AREA. 4. ALL PROPOSED CATCH BASINS SHALL BE W.S.D.O.T. TYPE. STD. DETAIL B -1. 30 D 0 icy ov PROJECT TRUE NORTH NORTH 15 30 60 ( IN FEET ) t inch = 30 fL 120 i 1 — ® . .;: ec o sq< (4 vt b �J N RECEIVED CITY OF TUH W ILA JAN 2 1 2000 PERMIT CENTER SITE /DEMOLITION /FOUNDATION 1- STEEL 01/20/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.W. Sixth Avenue P.O. Box 1300 Portland, Oregor 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 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: Sheet Title SITE GRADING AND UTILITY PLAN DATE: DRAWN BY: CHECKED BY: SHEET JOB NO. REVISION EDITION CLOSING DATE C1.0 GF 990346 I I'- 1 CYMIDA r EMIal I II 1,3.00 341 <'o t, n 5 / CONNECT TO EXISTING ! �STORMLINE f I GAS f GA S\. GAS A :l ir" Ir:\ 11:111b1L. Aft..Wrillifil ' / / \ I 1 \ s .os f CONNECT TO EXISTING -i STORM LINE I IE =9.35± I 113.00 CATCH BASIN RIM= 12.80± IE =10.30 (8 ") T f I I f - I G p,S GAS GAS GAS GA I CONTRACTOR TO PROVIDE WEEP -, HOLES THROUGH WALL, SEE ARCHITECTURAL PLANS LEGEND PROPOSED CHILLER UNITS ON RACKS PROPOSED CONTOUR 15 EXISTING CONTROUR PROPOSED STORM • PROPOSED GAS LINE —GAS PROPOSED ELECTRICAL CONTRACTOR T REMOVE CB 115.50 1 CONTRACTOR TO ENSURE\ POSITIVE DRAINAGE TO CATCH BASIN CONTRACTOR TO REGRADE AND PROVIDE WEEP HOLE THROUGH WALL AS AS REQUIRED TO .PROVIDE POSITIVE DRAINAGE TO RELOCATED CATCH BASIN UNITS ON RACKS CATCH BASIN RIM =14.75 IE= 12.5(6 ") \ \\ EDMVEn - FUTURE CHILLER I �Jv ��l 1 I I I, I ` rJA DOUBLE WALLED .- CONCRETE ENCASED 1 FUEL TANKS -SEE MECHANICAL PLANS REMOVE EXIST. -� `EXIST. RETAINING RETAINING WALL WALL TO REMAIN 15 11 -5% r CONTRACTOR TO REMOvE AND / REPLACE EXISTING AC. MATCH EXISTING AC SECTION r \ _ _ _ _ _� I PROPOSED ELECTRICAL —7 - - - - .- -- - - - - — , _ AL — — — ACCOUSTICAL BLOCK I — _ — PROPOSED ELECTRIC — — — — ' — — — -- -- - - — — 1 t5 -- SOUND WALL - SEE W, 6'x8' PRECAST CONCRETE ARCH: DRAWINGS ® I PAD FOR ELECTRICAL TRANSFORMERS GAS GAS GAS GAS GAS GAS '�.6" STRM ®2% EXISTING GAS TO BE.RERO,TED h ?rte < et! r,, 1.5% AC SAWCUT LINE CONCRETE PAD -FAR J L REMOVE EXISTING ELECTRICAL GENERATOR CATCH BASIN SEE MECHANICAL AND AND STRUCTURAL PLANS IE= 11.50(6 ") CATCH BASIN RIM = 1'4,75 6 0�%, MIN Dapoo otc2 15.50 1 10 SEE ON -SITE ELECTRICAL PLANS FOR ELECTRICAL CONDUIT RUNS PROJECT TRUE NORTH NORTH 0 5 10 20 ( 18 FEET ) 1 inch = 10 ft. CONTRACTOR SHALL COORDINATE G GAS LINE RELOCATION WITH SERVICE PROVIDER `" CURB AND CONCRETE 1 INFILL, RECONSTRUCT CURB AND REPLACE CONCRETE` 40 DATE: DRAWN BY: CHECKED BY: SHEET RECEIVED !'Tl' OF TUKWtA JAN 2 1 2000 PERMIT CENTER JOB N0. SITE /DEMOLITION /FOUNDATION + STEEL 01/20/2000 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 -1280 Mechanical /Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 © 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 Sheet Title ENLARGED GRADING AND UTILITY PLAN C2.0 OF 990346 ACCESSIBLE EXIT s ®I , EN I ACCESSIBLE I EXIT I RECEMNG/ I 'Fa I 1 UPS 25' -0" Wag I102I 25' -0" BATTERY I no 2,875 SF /500 = 5.75 (<30) = 200' -0" EXIT 17,650 SF /500 = 35.3 = 2 EXITS , 2 Nwe ACCESS! LE EXIT BUILDING EXIT DISTANCE = 192' FIRST FLOOR EGRESS PLAN 1/16 " =1' -0" ACCESSIBLE I EXIT EXISii 1 113 825 SF /500 = 1.65 (<30) = 1 EXIT E &CTF2IC 1 111 1 + — U 50' -0" — — - - -- 50' -0" 25' -0" 25' -0" ACCESSIBLE EXIT OFFICE 1 214 I T-- )Dbo-o( FOYER 12011 LEGEND o • • LIMITS OF WORK KEY PLAN No Scale ® — PATH OF EGRESS 2,625 SF < 3,000 SF = NO ELEVATOR AillIIOIII BMW 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 P2/51.1 NEW INFILL WALL SEE DETAIL P5/A1.1 MEZZANINE FLOOR EGRESS PLAN 4ECEIVED �. nF TUKWILA JAN 2 1 2000 "ERMIT, CENTER ISSUED FOR REFERENCE ONLY SITE /DEMOLITION /FOUNDATION + STEEL 01/20/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.W. Sixth Avenue P.G. Bo/ 1300 Portland, ()regal 97207 Phone: (503)221 -8811 FAX: (503)221 - -8934 Arh itect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.G. Bo>. 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 Shone: (503)227 -5280 FAX: (503)274 -7674 © 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 TO:la EGRESS PLANS DATE: 1/20/2000 DRAWN BY: ARS CHECKED BY: DMW SHEET JOB NO. A1.0 OF 990346 I I I L 11 II I I - - - I — —� I 1 r r • I 10 TYP 1) TYP TYP FIRST FLOOR DEMO PLAN 1/16 °_1'_O° I II II II I I L- 1 r ~, - -- -- r —� - -- r —I 1 1 I I — I I L L., J rFr i r -- 1 I I I I I j L_J L Dao oo- LEGEND KEYNOTES WALL TO BE DEMOLISHED EXISTING WALL LIMITS OF WORK NEW FLOOR DRAIN NEW FOOTING (REFER TO KEYNOTE 2) EXISTING FLUORESCENT LIGHTING EXISTING PACKAGE UNIT HEATER EXISTING FAN EXISTING H.I.D. LIGHTING G 4.5 , MEZZANINE DEMO PLAN 1. EXISTING OHD /HM MAN DOOR TO BE DEMOLISHED 2. AREA OF SLAB TO BE SAW CUT FOR NEW FOOTINGS, REFER TO STRUCT DRAWING FOR DEPTH & SIZES 3. AREA OF SLAB TO BE SAW CUT FOR NEW FLOOR DRAINS AND PIPING, SEE MECHANICAL DWGS FOR LOCATIONS 4. EXISTING SANITARY LINE TO REMAIN 5. EXISTING ELECTRICAL PANELS TO BE DEMOLISHED 6. EXISTING FIRE HOSE LOCATION 7. EXISTING EYE WASH LOCATION TO BE DEMOLISHED 8. EXISTING SINK PLUMBING TO BE DEMOLISHED 9. EXISTING H.I.D. LIGHTING TO BE DISCONNECTED, CLEANED AND STORED ON SITE FOR FUTURE USE BY OWNER 10. EXISTING FAN AT ROOF TO BE DEMOLISHED 11. EXISTING PACKAGE UNIT HEATER AT ROOF TO BE DEMOLISHED. PATCH ROOF PENETRATION 12. EXISTING FLUORESCENT LIGHT TO BE DEMOLISHED ABOVE 13. NOT USED 14. EXIST CONCRETE RETAINING WALL TO BE DEMOLISHED SEE CIVIL DWGS 15. EXISTING FLOOR TO REMAIN 16. REMOVE FLOOR AND MEZZANINE STRUCTURE 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. EXISTING INSULATION AT UNDERSIDE OF ROOF TO BE REMOVED D. SEE FOUNDAHON PLAN FOR LOCATIONS AND SIZES OF NEW FOOTINGS E. REFER TO CIVIL DRAWINGS FOR EXTENT OF ASPHALT REMOVAL & GRADE CHANGES -- o GOY OF TUKWLA APPROVED FEB 0 8 200 AS ROI Otl1C3 D RECEivEo CITY Of TtJKWILF JAN 2 1 2000 PERMIT CENTER SITE / DEMOLITIO /FOUNDATION + STEEL 01/20/2000 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 Site 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 114364 p r TE t ARCHITECT I Mummy J. t!TDTE Of VOSITAT Oic MCI 200 ©ALL RIGH RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WIT., PRIOR WRITTEN PERMISSION Sheet 014 DEMOLITION PLAN DATE: 1/20/2000 DRAWN 8Y: ARS /BEB CHECKED BY: DMW /TF SHEET A2.0 OF JOB N0. 990346 EXISTING ADJACENT TENANT I ZONE 3 1 1osI 11041 1 I 1 ° I 1 I I 1 I I I I 1 1 1 I SEE SHEET A2.4 SPACE 1 107 1 ENTRY 1 101 I PROPOSED MCI W EXISTING OFFICES 1 102 l 0 - F.F. = 100' -0 "� 25' -0" T 25' -0" SECURITY COORIDOOR 1 1 06 1 BATTERY InoI F.F. = 100' -0" SPRKL m 1.� 4 R 50' -0" 200' -0" FIRST FLOOR REFERENCE PLAN 1/16 " =1' -0" MINN RIMM MIN MINN 1 S0 -0" IMO m 25' -0" O ELECTRIC MEM 25-0" 03i PROPOSED MCIW EXISTING ADJACENT SPACE 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 ACCOUSTICAL WALL, 9' -0" HIGH NEW WALL INFILL TO MATCH EXISTING CONDITONS (1 EXISTING DOOR I 1 NEW DOOR OFFICE 1 202 1 OFFICE EXISTING ADJACENT PROPOSED MCIW TENANT SPACE OFFICE 12041 4.5 No Scale KEYNOTES 1. REFER TO STRUCTURAL DRAWINGS FOR EQUIPMENT PADS AT SUPPORT STRUCTURE (TYP.) 2. ACCESS FLOOR (TYP.) 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 TO MECHANICAL AND ELECTRICAL DRAWINGS PER EQUIPMENT LAYOUT KEY PLAN � MEZZANINE FLOOR PLAN I' 1/16"=V-0" RECEIVED ^.IN OF Tt1KWILA JAN 2 1 2000 PERMIT CENTER ISSUED FOR REFERENCE ONLY SITE /DEMOLITION /FOUNDATION + STEEL 01/20/2000 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 O MCI 2000 C ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPER, OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions. REVISION EDITION CLOSING DATE Sheet T■fle REFERENCE FLOOR PLANS DATE: DRAWN BY: ARS CHECKED BY: DMW SHEET JOB NO. A2.1 990346 2 NORTH ELEVATION ' EQUIPMENT YARD NORTH ELEVATION * BUILDING JJ L= =7 F �I 1�a000 -D O KEYNOTES ,. 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. NEW ACOUSTICAL WALL. TOP OF WALL 9' —O" AFF. 4. EXISTING GRADE 5. PROPOSED GRADE 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. RECEIVEn aIPI aF TUKW ILA ,IAN 2 1 2000 PERMIT CENTER ISSUED FOR REFERENCE ONLY SITE /DEMOLITJN /FOUNDATION + STEEL 01/20/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.W. Sixth Avenue P.O. Vox 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 Arh itect /Civil /Structu rol 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 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 /ID ELEVATIONS LATE: 1/20/2000 DRAWN BY: MET CHECKED BY: DMW SHEET A3.1 OF U z i N F cn o JOB NO. 990346 T /WALL = 27' -6" AFF FIELD VERIFY SECTION 1 SECTION L 1 GENERAL NOTES KEYNOTES A. DIMENSIONS BASED ON EXISTING INFORMATION. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS D OOO 0 aalIA T /WALL = 24' -2" AFF FIELD VERIFY CG 1. EXIST ROOF STRUCTURE 2. EXIST FLOOR SLAB 3. PARAPET BEYOND 4. EXIST COLUMN 5. EXIST FOOTING 6. NEW SUPERSTRUCTURE FOOTING, SEE STRUCT 7. NEW SUPERSTRUCTURE, SEE STRUCT 8. NEW ACCESS FLOOR B 26" AFF 9. NEW INSULATION AND VAPOR BARRIER, TYP UNDERSIDE OF ROOF RECEIVEa CITY OF TUKK'I V+ JAN 2 1 2000 PERMIT CENTER ISSUED FOR REFERENCE ONLY SITE /DEMOLITION /FOUNDATION + STEEL 01/20/2000 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 r Mechanical /EI ectrico! GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 C MCI (13G°1-? TS ALL RHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: ow Sheet Title BUILDING SECTIONS DATE: 1/20/2000 DRAWN BY: ARS /BEB CHECKED BY: DMW /BEB SHEET JOB NO. REVISION EDITION CLOSING DATE A3.2 OF 990346 r� SECTION 1/8 " =1 SECTION A3.3 1/8 " =1 -O" T; LL Li GENERAL NOTES KEYNOTES A. DIMENSIONS BASED ON EXISTING INFORMATION. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS 1. EXIST ROOF STRUCTURE 2. EXIST FLOOR SLAB 3. PARAPET BEYOND 4. EXIST COLUMN 5. EXIST FOOTING 6. NEW SUPERSTRUCTURE FOOTING, SEE STRUCT 7. NEW SUPERSTRUCTURE, SEE STRUCT 8. NEW ACCESS FLOOR @ 26" AFF 9.. NEW INSULATION AND VAPOR BARRIER, TYP UNDERSIDE OF ROOF L L RECEIVED clTr of ruxw�Ln J AN 2 1 2000 PERMIT CENTER ISSUED FOR REFERENCE ONLY SITE /DEMOLITION /FOUNDATION -I• STEEL 01/20/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.W. Sixth Avenue P.O. Box 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAO: (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 Pnone: (503)227 -5280 AX: (503)274 -7674 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: Sheet T itle BUILDING SECTION DATE: 1/20/2000 DRAWN BY BEB CHECKED BY: DMW /BEB SHEET JOB NO. A3.3 OF 990346 I tl � u I lu- P" L J ,. I I I I r _ _- , - - : -: -.: - - - - - - - - - 1 „.._ .._._ - -- ...._._...,.,,�:.. --- .___....,... - - - -, _...__ ...... — - - - —L— < -� I -__- I ' I 1 1 I ( J I I y 1 III � LIIIIIIIIIIIIIIIiI LI C r� SECTION 1/8 " =1 SECTION A3.3 1/8 " =1 -O" T; LL Li GENERAL NOTES KEYNOTES A. DIMENSIONS BASED ON EXISTING INFORMATION. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS 1. EXIST ROOF STRUCTURE 2. EXIST FLOOR SLAB 3. PARAPET BEYOND 4. EXIST COLUMN 5. EXIST FOOTING 6. NEW SUPERSTRUCTURE FOOTING, SEE STRUCT 7. NEW SUPERSTRUCTURE, SEE STRUCT 8. NEW ACCESS FLOOR @ 26" AFF 9.. NEW INSULATION AND VAPOR BARRIER, TYP UNDERSIDE OF ROOF L L RECEIVED clTr of ruxw�Ln J AN 2 1 2000 PERMIT CENTER ISSUED FOR REFERENCE ONLY SITE /DEMOLITION /FOUNDATION -I• STEEL 01/20/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.W. Sixth Avenue P.O. Box 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAO: (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 Pnone: (503)227 -5280 AX: (503)274 -7674 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: Sheet T itle BUILDING SECTION DATE: 1/20/2000 DRAWN BY BEB CHECKED BY: DMW /BEB SHEET JOB NO. A3.3 OF 990346 --- — : -.. — > r _ _- , - - : -: -.: - - - - - - - - - 1 „.._ .._._ - -- ...._._...,.,,�:.. --- .___....,... - - - -, _...__ ...... — - - - —L— < I I I -__- - LI U I I I I 1 I I I I I I I I I I I h I I I . III I I I I I- _L_I-I r� SECTION 1/8 " =1 SECTION A3.3 1/8 " =1 -O" T; LL Li GENERAL NOTES KEYNOTES A. DIMENSIONS BASED ON EXISTING INFORMATION. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS 1. EXIST ROOF STRUCTURE 2. EXIST FLOOR SLAB 3. PARAPET BEYOND 4. EXIST COLUMN 5. EXIST FOOTING 6. NEW SUPERSTRUCTURE FOOTING, SEE STRUCT 7. NEW SUPERSTRUCTURE, SEE STRUCT 8. NEW ACCESS FLOOR @ 26" AFF 9.. NEW INSULATION AND VAPOR BARRIER, TYP UNDERSIDE OF ROOF L L RECEIVED clTr of ruxw�Ln J AN 2 1 2000 PERMIT CENTER ISSUED FOR REFERENCE ONLY SITE /DEMOLITION /FOUNDATION -I• STEEL 01/20/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.W. Sixth Avenue P.O. Box 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAO: (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 Pnone: (503)227 -5280 AX: (503)274 -7674 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: Sheet T itle BUILDING SECTION DATE: 1/20/2000 DRAWN BY BEB CHECKED BY: DMW /BEB SHEET JOB NO. A3.3 OF 990346 I I I I I II 1 O III c I , I of II [ I T _ _ , I i , `l N lt wl L LJ J j I 1 v i al ' I l i I I i I fl 5'! to 0 411) 'D I ! HD ^ I I Q �I N N I 1 I I i I I -. � I ��.r -.L 7 _ 1 ; I I i I �i r k7 P nT _ n II M = M� I I 1=1 11 j III ` - 1 _ ^ . --- 6 I 4 j ' SINN !T fTl �__ ■ ■■ ~ rl I 25' -0" 25' -0" 50' -0" A6.3 50' -0" ! 25' -0" 25' -0" I I mo_ 20C -0" / , 1 A . _._. -- - -_ --- -- ^ FIRST FLOOR REFLECTED CEILING PLAN a) -- LA Le KEYNOTES 1. NEW CABLE TRAY SUPERSTRUCTURE 2. EXPOSED TO STRUCTURE ABOVE 3. EXISTING CEILING GRID W/ NEW ACOUSTICAL TILES 4. OPEN TO ABOVE 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 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 ••■• Immo MI KEYPLAN EXISTING WALL NEW 2 —HR WALL SEE DETAIL Pt /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 RECEIVeo aITY OF TUKW ILA JAN 2 1 2000 PERMIT CENTER ISSUED FOR REFERENCE ONLY SITE /DEMOLITION /FOUNDATION + STEEL 01/20/2000 0 U- Z g 2 W sJ! 2 r Q o "rg G7 N m m II .2 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.V. Sixth Avenue P.O. Box 1300 Portland, Oregon 37207 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 MCl 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 Revisions: 1,T, REVISION EDITION CLOSING DATE Sheet TitN FIRST FLOOR REFLECTED CEILING PLAN DATE: DRAWN BY: ARS CHECKED BY: DMW SHEET A6.1 OF JOB NO. 990346 MEZZANINE FLOOR REFLECTED CEILING PLAN 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 ® . — LIMITS OF WORK EXTERIOR CMU ACOUSTICAL WALL, 9 -0" HIGH NEW WALL INFILL TO MATCH EXISTING CONDITIONS EXIT SIGN 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 EXISTING 2x4 SUSPENDED ACOUSTICAL CEILING GRID W/ NEW TILES EXISTING GYP BD CEILING RECEIVEa r .TV OF TUKVv ILA JAN 2 1 2000 PERMIT CENTER ISSUED FOR REFERENCE ONLY SITE /DEMOLITION /FOUNDATION + STEEL 01/20/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.W. Sixtn Avenue P.O. Sox 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 GLUMACINTERNATIONAL 920 S.W. 3rd Site 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 © MCI VGH 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 o MEZZANINE & ROOF LEVEL REFLECTED CEILING PLAN DATE: 1/20/2000 DRAWN BY: BEB CHECKED BY: DMW /BEB SHEET rr�q//h�� A6.2 OF JOB NO. 990346 ITEM PER CHAPTER 17 ITEM DESCRIPTION 1. FOUNDATION - REINFORCING STEEL ITEM PER CHAPTER 17 DESCRIPTION TYPE 4. HET a pe WAaXr fi U _ O AA 4 t SS IONAL £G 1. CONCRETE - STRUCTURAL CONCRETE PERIODIC 2. BOLTS INSTALLED IN CONCRETE - WEDGE ANCHOR INSTALLATION WHERE INDICATED ON DRAWINGS - ALL EPDXY ANCHORS CONTINUOUS 3. REINFORCING STEEL - REINFORCING STEEL PLACEMENT IN FOUNDATION PERIODIC !EXPIRES: 12/6/00 I 4. WELDING - ALL FIELD WELDING - ALL SHOP WELDING PERIODIC MCI 2500 GH © 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 5. HIGH - STRENGTH BOLTS - STRUCTURAL. STEEL BOLTED CONNECTIONS PER UBC CHAPTER 22, DIVISION IV PERIODIC Revisions: 6. MASONRY - REINFORCING, GROUT PLACEMENT PERIODIC GENERAL GENERAL STRUCTURAL NOTES DESIGN CRITERIA 1. GOVERNING BUILDING CODE: 1997 UNIFORM BUILDING CODE, WITH AMENDMENTS. 2. GRAVITY LIVE LOADS: ROOF 25 PSF (SNOW BUILDUP IN ACCORDANCE WITH 1997 UBC APPENDIX CH 16) CABLE TRAY MEZZANINE FLOOR 175 PSF (REDUCIBLE TO 125 PSF AT GIRDERS, COLUMNS AND FOOTINGS) 3. SEISMIC SEISMIC ZONE - 4 IMPORTANCE FACTOR I 1 25 BUILDING TYPE R EXISTING SHELL (CONCRETE SHEARWALL) 4 5 NEW MEZZANINE (STEEL SMRF) 8.5 4. WIND BASIC WIND SPEED 80 MPH EXPOSURE B IMPORTANCE FACTOR I 1 15 THE PROJECT SPECIFICATIONS ARE NOT SUPERSEDED BY THE STRUCTURAL NOTES. CONSULT THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS IN EACH SECTION. NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 3. DO NOT SCALE DRAWINGS; COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 1997 UNIFORM BUILDING CODE WITH AMENDMENTS. 5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: A. SIZE AND LOCATION OF ALL OPENINGS, EXCEPT AS NOTED. B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NONBEARING PARTITIONS. C. SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS, EXCEPT AS SHOWN. E. FLOOR AND ROOF FINISHES. F. STAIR FRAMING AND DETAILS, EXCEPT AS SHOWN. G. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. 6. SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS SHOWN OR NOTED. B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. C. CONCRETE INSERTS FOR FIXTURES. D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS. 7. METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND VISITORS DURING CONSTRUCTION. SUCH MEASURE SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION LOADS, ETC. VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE REVIEW OF THE ABOVE ITEMS. 9. OPENINGS., POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 10. CONSTRUCTION LOAD (MATERIAL AND EQUIPMENT) SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/ OR BRACING WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. 11. WHEN A DETAIL IS IDENTIFIED, THE CONTRACTOR SHALL APPLY THIS DETAIL IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS MADE IN EVERY INSTANCE. ABBREVIATIONS AB ADD'L AFF AI.T APPROX ARCH'L /ARCH B/ BLD /BLDG SI /RI KG BM BOTT BRG CJ CLR CMU COL CONC CONN ANCHOR BOLT ADDITIONAL ABOVE FINISH FLOOR ALTERNATE APPROXIMATE ARCHITECTURAL AT BOTTOM OF BUILDING BLOCK /BLOCKING BEAM BOTTOM BEARING CONTROL JOINT CENTER LINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION CONST JT CONT CO ORD CTR /CN TR DBL DBA DET /DTL OF DIA /0 DIAPH DIM DL DWG DWLS E/ EA EF EIFS FOUNDATION CONSTRUCTION JOINT CONTINUOUS COORDINATE CENTER PENNY (NAILS) DOUBLE DEFORMED BAR ANCHOR DETAIL DOUG Ac FIR.. DIAMETER DIAPHRAGM DIMENSION DEAD LOAD DRA WING DOWELS EDGE OF EACH EACH FACE EXTERIOR INSULATION FINISH SYSTEM 1. THE SUBSURFACE INFORMATION AND FOUNDATION DESIGN ARE BASED ON A REPORT PREPARED BY DAMES & MOORE, GEOTECHNICAL CONSULTANTS, REPORT DATED DECEMBER 14, 1999. THE CONTRACTOR SHALL PERFORM EXCAVATIONS, FOOTING CONSTRUCTION AND PREPARATION OF THE SUB GRADE UNDER THE SLAB ON GRADE IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT AND THE PROJECT SPECIFICATIONS. 2. THE FOUNDATION FOR THE STRUCTURE HAS BEEN DESIGNED FOR AN ALLOWABLE SOIL- BEARING PRESSURE OF 2000 PSF 3. FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIFFER FROM THOSE DESCRIBED IN THE GEOTECHNICAL REPORT SHALL BE REPORTED TO THE STRUCTURAL ENGINEER AND /OR GEOTECHNICAL ENGINEER BEFORE FURTHER CONSTRUCTION IS ATTEMPTED. 4. CONTRACTOR WILL PROVIDE FOR DE- WATERING OF EXCAVATIONS FROM EITHER SURFACE, GROUND, OR SEEPAGE WATER_ 5. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 6. SITE PREPARATION AND OVEREXCAVATION /RECOMPACTION OF SOILS SHALL BE PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS PRESENTED IN THE SOILS REPORT REFERENCED ABOVE. 7. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN THE EARTH BANKS. LIGHT GAGE' STEEL FRAMING 1. LIGHT-GAGE STEEL SHALL CONFORM TO: A. ASTM A -446 GRADE D (Fy = 50 KSI) FOR 16 -GAGE AND HEAVIER. B. ASTM A -446 GRADE A (Fy = 33 KSI) FOR 18 -GAGE AND LIGHTER. 2. ALL FABRICATION, ERECTION, AND IDENTIFICATION OF LIGHT -GAGE STEEL FRAMING SHALL CONFORM TO UBC SECTIONS 2217 AND 2218 AND AISI SPECIFICATIONS. 3. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, CLIPS, WEB STIFFENERS, ANCHORS, FASTENING DEVICES AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION. 4. INSTALL BRIDGING /BLOCKING IN LIGHT -GAGE STEEL STUD WALLS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND AS SHOWN IN THE DRAWINGS. 5. WELD LIGHT -GAGE STEEL FRAMING CONNECTIONS, EXCEPT WHERE SELF - DRILLING SCREWS ARE SPECIFIED. 6. WELDS SHALL CONFORM TO AWS SPECIFICATIONS. WELDERS SHALL BE CERTIFIED FOR LIGHT -GAGE STEEL UNDER AWS SPECIFICATIONS. 7. DESIGNATIONS OF COLD- FORMED, LIGHT -GAGE STEEL SHAPES REFER TO THOSE DESCRIBED IN ICBO EVALUATION REPORT 4943 OF THE METAL STUD MANUFACTURERS' ASSOCIATION. 8. SHEET METAL SCREWS SHALL BE OF THE MAKE SPECIFIED IN THE DRAWINGS OR, WHERE NO SPECIFIC MAKE IS GIVEN, SHALL BE RATED BY THEIR MANUFACTURER AS POSSESSING DESIGN LOAD CAPACITIES IN SHEAR AND TENSION AT LEAST EQUAL TO THOSE PUBLISHED IN ICBO EVALUATION REPORT NO. 4943 OF THE METAL STUD MANUFACTURERS' ASSOCIATION FOR THE SCREW SIZE SPECIFIED. STRUCTURAL DEFERRED SUBMITTALS CONTRACTOR TO SUBMIT DRAWINGS AND CALCULATIONS BEARING THE SEAL OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE PROJECT TO ARCHTECTURE /ENGINEER BEFORE SUBMITTING TO JURISDICTION FOR REVIEW AND PERMITTING ELEV ELECT ENGR EQ EW EXIST EXP JT /EJ EXT F/ FB FIN FLR FND FS FT FTG GA GALV GLB GR ELEVATION ELECTRICAL ENGINEER EQUAL EACH WAY EXISTING EXPANSION JOINT EXTERIOR FACE OF FLAT BAR FINISHED FLOOR FOUNDATION FAR SIDE FEET /FOOT FOOTING GAUGE GALVANIZED GLU LAM BEAM GRADE HDR HGR HORIZ /HOR HSB HVAC HWS ID IF INT JST LB LL LLV LONGIT MAS MA TL MAX MB CONCRETE 1. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND REVIEWED BY THE ENGINEER. MINIMUM COARSE AGGREGATE SIZE IS 1/2 INCH. MIX DESIGNS SHALL BE SEALED BY A CIVIL ENGINEER LICENSED IN THE STATE OF THE PROJECT. 2. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C330. PORTLAND CEMENT SHALL BE TYPE I OR TYPE II AND SHALL CONFORM. TO ASTM C150. 3. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER SEALING THE MIX DESIGN_ ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. CALCIUM CHLORIDE SHALL NOT BE USED. 4. COMPRESSIVE STRENGTHS OF CONCRETE AT 28 DAYS SHALL BE AS FOLLOWS: FOOTINGS AND SLAB ON GRADE 3000 PSI CONCRETE SLUMP SHALL BE 4 INCHES +/- 1 INCH 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI 304R -85 AND PROJECT SPECIFICATIONS. ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED SHALL BE THOROUGHLY CLEANED. LAITANCE AND STANDING WATER SHALL BE REMOVED. 6. ALL REINFORCING BARS, WELDED WIRE FABRIC, ANCHOR BOLTS, EMBEDDED PLATES AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. PROVIDE STANDARD BAR CHAIRS AND SPACERS AS REQUIRED TO MAINTAIN CONCRETE PROTECTION SPECIFIED. "PULLING -UP" WELDED WIRE FABRIC WITH HOOKS DURING CONCRETE PLACEMENT IS' NOT . PERMITTED. 7. CONCRETE COVER'. PROTECTION FOR REINFORCEMENT BARS SHALL BE AS FOLLOWS: (SEE A.C.I. 318 -95 SECTION 7.7 FOR CONDITIONS NOT NOTED.) A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: BARS # AND LARGER 2" BARS #5 AND SMALLER 1 1/2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS - #11 BARS AND SMALLER 3/4" BEAMS. COLUMNS - TIES, STIRRUPS, SPIRALS 1 1/2" 8. REINFORCING STEEL FOR CONCRETE SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM A615 OR A706 FOR WELD TYPE REINFORCING STEEL. REINFORCING BARS SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY THE STRUCTURAL ENGINEER. 9. WELDING REINFORCEMENT BARS, WHEN APPROVED BY THE STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD D1.4, LATEST EDITION_ E70XX ELECTRODES SHALL BE USED IN WELDING A706 REINFORCING BARS TO A36 STRUCTURAL STEEL. 10. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL CONFORM TO THE RECOMMENDATIONS OF THE A.C.I. DETAILING MANUAL, ACI COMMITTEE 315, 1988. 11. GROUT SHALL BE NON - SHRINKABLE GROUT CONFORMING TO ASTM C827, AND SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 PSI_ PRE GROUTING OF BASE PLATES WILL NOT BE PERMITTED. 12. FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE FOR THE REQUIRED CAMOERS /SLOPES. 13. CONDUIT OR PIPE SIZE (OD) SHALL NOT EXCEED 30 PERCENT OF SLAB THICKNESS AND SHALL BE PLACED BETWEEN TOP AND BOTTOM REINFORCING, UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATION OF CONDUITS OR PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE PROVIDED_ 14. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. CORING THROUGH CONCRETE IS NOT PERMITTED EXCEPT WHERE SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. 15. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE A RESILIENT TILE FINISH SHALL BE APPROVED BY THE TILE MANUFACTURER BEFORE USE. STRUCTURAL OBSERVATION NOTIFY ENGINEER OF RECORD AT LEAST 72 HOURS BEFORE A DESIGNATED WORK IS TO BE COVERED_ HEADER HANGER HORIZONTAL HIGH STRENGTH BOLT HEATING, VENTILATION AND AIR CONDITIONING HEADED WELD STUD INSIDE DIMENSION INSIDE FACE INTERIOR JOIST ANGLE LAG BOLT LIVE LOAD LONG LEG VERTICAL LONGITUDINAL MASONRY MATERIAL MAXIMUM MACHINE BOLT MECH MFR MIN MISC NIC ND. /# NOM NS NTE NTS OC OD OF /OSF OH OPNG PJ PLB PLYWD /PLY PNL MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS NOT IN CONTRACT NUMBER NOMINAL NEAR SIDE NOT TO EXCEED NOT TO SCALE ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPPOSITE HAND OPENING PANEL JOINT PLATE PARALLAM BEAM PLYWOOD PANEL PS PSF PSI PT REF REINF REQ /REQ'D REV RO SCH /SCHED SHTG SIM SLV SMS SP /SPA SPEC STAGG STD STIFF T&B STRUCTURAL STEEL 1. ALL W- SECTION SHAPES SHALL CONFORM TO ASTM A992. OTHER STRUCTURAL STEEL ROLLED SHAPES AND PLATES SHALL CONFORM TO ASTM A36. 2. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR 5, GRADE B OR ASTM A501. MILL TEST REPORTS FOR STEEL PIPE SHALL BE SUBMITTED FOR APPROVAL. 3. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRACE B (FY = 46 KSI). 4. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE. 5. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN," 1989 EDITION, WITH AMENDMENTS, AND THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES," 1986 EDITION WITH AMENDMENTS. 6. WELDING SHALL CONFORM TO THE AMERICAN WELDING GOCIETY STANDARD D1.1 LATEST EDITION. ELECTRODES FOR SHOP AND FIELD WELDS SHALL CONFORM TO AWS A5.1 OR AWS A5.5, CLASS E70XX. SUBMIT SPECIFICATIONS OF PROPOSED SUBSTITUTE FILLER METAL FOR APPROVAL. 7. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE CONTRACT DOCUMENTS IS PROHIBITED WITHOUT THE PRIOR APPROVAL GE THE STRUCTURAL ENGINEER AS TO LOCATION, TYPE OF SPLICE AND CONNECTION TO BE MADE. 8. HEADED CONCRETE ANCHORS SHALL BE NELSON HEADED CONCRETE ANCHORS (OR APPROVED EQUAL), AND SHALL CONFORM TO ASTM A108. ANCHORS. SHALL BE AUTOMATICALLY END WELDED', WITH SUITABLE STUD WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. WELDING SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON STUD WELDING COMPANY. 9. DEFORMED BAR ANCHORS (DBA) SHALL BE NELSON DEFORMED BAR ANCHORS (OR APPROVED. EQUAL), AND SHALL BE MADE FROM LOW CARBON STEEL CONFORMING TO ASTM A496. ANCHORS SHALL BE AUTOMATICALLY END - WELDED WITH SUITABLE WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. WELDING SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON STUD WELDING COMPANY. 10. WELD FILLER METAL SHALL HAVE A MINIMUM CHARPY V -NOTCH TOUGHNESS OF AT LEAST 20 FT -LB @ 70'F FOR ALL SMRF FRAMES. SPECIAL INSPECTION IN ACCORDANCE WITH UBC CHAPTER 17, THE FOLLOWING TYPES OF WORK REQUIRE SPECIAL INSPECTION AND STRUCTURAL OBSERVATION UNDER THE DIRECTION OF THE ENGINEER OF RECORD. SEE THE SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL REQUIREMENTS FOR INSPECTION AND TESTING. D 0 - 0 / 6 2 POUR STRIP POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED REFERENCE REINFORCING REQUIRED REVISION ROUGH OPENING SCHEDULE SHEATHING SIMILAR SHORT LEG VERTICAL SHEET METAL SCREW SPACE(D)(S) SPECIFICATION STAGGERED STANDARD STIFFENER TOP AND BOTTOM T/ THK TL TN TRANSV TS TYP UON /UNO U/S VERT W/ WD WF W/O WWF TOP OF THICK(NESS) TOTAL LOAD TOE NAIL TRANSVERSE TUBE STEEL TYPICAL UNLESS OTHERWISE NOTED UNDERSIDE VERTICAL WITH WOOD WIDE FLANGE BEAM WI I Hour WELDED WIRE FABRIC RECevEn CITY aF TUKWLH JAN 2 1 2000 PERMIT CENTER SITE /DEMOLIT ION /FOUNDATION + STEEL 01/20/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon . 300 S.W. Sixth Avenue P.O. Bcx 130C Portland, Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 Arhitect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.G. Box 69039 Portland, Oregon 97201-0039 Phone: (603)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 Title GENERAL STRUCTURAL NOTES CLOSING DATE DATE: DRAWN BY: 1- 1`} CHECKED BY: 9,44 SHEET JOB NO. S OF 990346 ITEM 1. CONCRETE MIX DESIGN 2. DESIGN -BUILD STAIRS 3. ATTACHMENT OF MECHANICAL UNIT TO SUPPORT GENERAL GENERAL STRUCTURAL NOTES DESIGN CRITERIA 1. GOVERNING BUILDING CODE: 1997 UNIFORM BUILDING CODE, WITH AMENDMENTS. 2. GRAVITY LIVE LOADS: ROOF 25 PSF (SNOW BUILDUP IN ACCORDANCE WITH 1997 UBC APPENDIX CH 16) CABLE TRAY MEZZANINE FLOOR 175 PSF (REDUCIBLE TO 125 PSF AT GIRDERS, COLUMNS AND FOOTINGS) 3. SEISMIC SEISMIC ZONE - 4 IMPORTANCE FACTOR I 1 25 BUILDING TYPE R EXISTING SHELL (CONCRETE SHEARWALL) 4 5 NEW MEZZANINE (STEEL SMRF) 8.5 4. WIND BASIC WIND SPEED 80 MPH EXPOSURE B IMPORTANCE FACTOR I 1 15 THE PROJECT SPECIFICATIONS ARE NOT SUPERSEDED BY THE STRUCTURAL NOTES. CONSULT THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS IN EACH SECTION. NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 3. DO NOT SCALE DRAWINGS; COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 1997 UNIFORM BUILDING CODE WITH AMENDMENTS. 5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: A. SIZE AND LOCATION OF ALL OPENINGS, EXCEPT AS NOTED. B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NONBEARING PARTITIONS. C. SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS, EXCEPT AS SHOWN. E. FLOOR AND ROOF FINISHES. F. STAIR FRAMING AND DETAILS, EXCEPT AS SHOWN. G. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. 6. SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS SHOWN OR NOTED. B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. C. CONCRETE INSERTS FOR FIXTURES. D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS. 7. METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND VISITORS DURING CONSTRUCTION. SUCH MEASURE SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION LOADS, ETC. VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE REVIEW OF THE ABOVE ITEMS. 9. OPENINGS., POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 10. CONSTRUCTION LOAD (MATERIAL AND EQUIPMENT) SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/ OR BRACING WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. 11. WHEN A DETAIL IS IDENTIFIED, THE CONTRACTOR SHALL APPLY THIS DETAIL IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS MADE IN EVERY INSTANCE. ABBREVIATIONS AB ADD'L AFF AI.T APPROX ARCH'L /ARCH B/ BLD /BLDG SI /RI KG BM BOTT BRG CJ CLR CMU COL CONC CONN ANCHOR BOLT ADDITIONAL ABOVE FINISH FLOOR ALTERNATE APPROXIMATE ARCHITECTURAL AT BOTTOM OF BUILDING BLOCK /BLOCKING BEAM BOTTOM BEARING CONTROL JOINT CENTER LINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION CONST JT CONT CO ORD CTR /CN TR DBL DBA DET /DTL OF DIA /0 DIAPH DIM DL DWG DWLS E/ EA EF EIFS FOUNDATION CONSTRUCTION JOINT CONTINUOUS COORDINATE CENTER PENNY (NAILS) DOUBLE DEFORMED BAR ANCHOR DETAIL DOUG Ac FIR.. DIAMETER DIAPHRAGM DIMENSION DEAD LOAD DRA WING DOWELS EDGE OF EACH EACH FACE EXTERIOR INSULATION FINISH SYSTEM 1. THE SUBSURFACE INFORMATION AND FOUNDATION DESIGN ARE BASED ON A REPORT PREPARED BY DAMES & MOORE, GEOTECHNICAL CONSULTANTS, REPORT DATED DECEMBER 14, 1999. THE CONTRACTOR SHALL PERFORM EXCAVATIONS, FOOTING CONSTRUCTION AND PREPARATION OF THE SUB GRADE UNDER THE SLAB ON GRADE IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT AND THE PROJECT SPECIFICATIONS. 2. THE FOUNDATION FOR THE STRUCTURE HAS BEEN DESIGNED FOR AN ALLOWABLE SOIL- BEARING PRESSURE OF 2000 PSF 3. FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIFFER FROM THOSE DESCRIBED IN THE GEOTECHNICAL REPORT SHALL BE REPORTED TO THE STRUCTURAL ENGINEER AND /OR GEOTECHNICAL ENGINEER BEFORE FURTHER CONSTRUCTION IS ATTEMPTED. 4. CONTRACTOR WILL PROVIDE FOR DE- WATERING OF EXCAVATIONS FROM EITHER SURFACE, GROUND, OR SEEPAGE WATER_ 5. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 6. SITE PREPARATION AND OVEREXCAVATION /RECOMPACTION OF SOILS SHALL BE PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS PRESENTED IN THE SOILS REPORT REFERENCED ABOVE. 7. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN THE EARTH BANKS. LIGHT GAGE' STEEL FRAMING 1. LIGHT-GAGE STEEL SHALL CONFORM TO: A. ASTM A -446 GRADE D (Fy = 50 KSI) FOR 16 -GAGE AND HEAVIER. B. ASTM A -446 GRADE A (Fy = 33 KSI) FOR 18 -GAGE AND LIGHTER. 2. ALL FABRICATION, ERECTION, AND IDENTIFICATION OF LIGHT -GAGE STEEL FRAMING SHALL CONFORM TO UBC SECTIONS 2217 AND 2218 AND AISI SPECIFICATIONS. 3. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, CLIPS, WEB STIFFENERS, ANCHORS, FASTENING DEVICES AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION. 4. INSTALL BRIDGING /BLOCKING IN LIGHT -GAGE STEEL STUD WALLS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND AS SHOWN IN THE DRAWINGS. 5. WELD LIGHT -GAGE STEEL FRAMING CONNECTIONS, EXCEPT WHERE SELF - DRILLING SCREWS ARE SPECIFIED. 6. WELDS SHALL CONFORM TO AWS SPECIFICATIONS. WELDERS SHALL BE CERTIFIED FOR LIGHT -GAGE STEEL UNDER AWS SPECIFICATIONS. 7. DESIGNATIONS OF COLD- FORMED, LIGHT -GAGE STEEL SHAPES REFER TO THOSE DESCRIBED IN ICBO EVALUATION REPORT 4943 OF THE METAL STUD MANUFACTURERS' ASSOCIATION. 8. SHEET METAL SCREWS SHALL BE OF THE MAKE SPECIFIED IN THE DRAWINGS OR, WHERE NO SPECIFIC MAKE IS GIVEN, SHALL BE RATED BY THEIR MANUFACTURER AS POSSESSING DESIGN LOAD CAPACITIES IN SHEAR AND TENSION AT LEAST EQUAL TO THOSE PUBLISHED IN ICBO EVALUATION REPORT NO. 4943 OF THE METAL STUD MANUFACTURERS' ASSOCIATION FOR THE SCREW SIZE SPECIFIED. STRUCTURAL DEFERRED SUBMITTALS CONTRACTOR TO SUBMIT DRAWINGS AND CALCULATIONS BEARING THE SEAL OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE PROJECT TO ARCHTECTURE /ENGINEER BEFORE SUBMITTING TO JURISDICTION FOR REVIEW AND PERMITTING ELEV ELECT ENGR EQ EW EXIST EXP JT /EJ EXT F/ FB FIN FLR FND FS FT FTG GA GALV GLB GR ELEVATION ELECTRICAL ENGINEER EQUAL EACH WAY EXISTING EXPANSION JOINT EXTERIOR FACE OF FLAT BAR FINISHED FLOOR FOUNDATION FAR SIDE FEET /FOOT FOOTING GAUGE GALVANIZED GLU LAM BEAM GRADE HDR HGR HORIZ /HOR HSB HVAC HWS ID IF INT JST LB LL LLV LONGIT MAS MA TL MAX MB CONCRETE 1. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND REVIEWED BY THE ENGINEER. MINIMUM COARSE AGGREGATE SIZE IS 1/2 INCH. MIX DESIGNS SHALL BE SEALED BY A CIVIL ENGINEER LICENSED IN THE STATE OF THE PROJECT. 2. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C330. PORTLAND CEMENT SHALL BE TYPE I OR TYPE II AND SHALL CONFORM. TO ASTM C150. 3. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER SEALING THE MIX DESIGN_ ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. CALCIUM CHLORIDE SHALL NOT BE USED. 4. COMPRESSIVE STRENGTHS OF CONCRETE AT 28 DAYS SHALL BE AS FOLLOWS: FOOTINGS AND SLAB ON GRADE 3000 PSI CONCRETE SLUMP SHALL BE 4 INCHES +/- 1 INCH 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI 304R -85 AND PROJECT SPECIFICATIONS. ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED SHALL BE THOROUGHLY CLEANED. LAITANCE AND STANDING WATER SHALL BE REMOVED. 6. ALL REINFORCING BARS, WELDED WIRE FABRIC, ANCHOR BOLTS, EMBEDDED PLATES AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. PROVIDE STANDARD BAR CHAIRS AND SPACERS AS REQUIRED TO MAINTAIN CONCRETE PROTECTION SPECIFIED. "PULLING -UP" WELDED WIRE FABRIC WITH HOOKS DURING CONCRETE PLACEMENT IS' NOT . PERMITTED. 7. CONCRETE COVER'. PROTECTION FOR REINFORCEMENT BARS SHALL BE AS FOLLOWS: (SEE A.C.I. 318 -95 SECTION 7.7 FOR CONDITIONS NOT NOTED.) A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: BARS # AND LARGER 2" BARS #5 AND SMALLER 1 1/2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS - #11 BARS AND SMALLER 3/4" BEAMS. COLUMNS - TIES, STIRRUPS, SPIRALS 1 1/2" 8. REINFORCING STEEL FOR CONCRETE SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM A615 OR A706 FOR WELD TYPE REINFORCING STEEL. REINFORCING BARS SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY THE STRUCTURAL ENGINEER. 9. WELDING REINFORCEMENT BARS, WHEN APPROVED BY THE STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD D1.4, LATEST EDITION_ E70XX ELECTRODES SHALL BE USED IN WELDING A706 REINFORCING BARS TO A36 STRUCTURAL STEEL. 10. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL CONFORM TO THE RECOMMENDATIONS OF THE A.C.I. DETAILING MANUAL, ACI COMMITTEE 315, 1988. 11. GROUT SHALL BE NON - SHRINKABLE GROUT CONFORMING TO ASTM C827, AND SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 PSI_ PRE GROUTING OF BASE PLATES WILL NOT BE PERMITTED. 12. FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE FOR THE REQUIRED CAMOERS /SLOPES. 13. CONDUIT OR PIPE SIZE (OD) SHALL NOT EXCEED 30 PERCENT OF SLAB THICKNESS AND SHALL BE PLACED BETWEEN TOP AND BOTTOM REINFORCING, UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATION OF CONDUITS OR PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE PROVIDED_ 14. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. CORING THROUGH CONCRETE IS NOT PERMITTED EXCEPT WHERE SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. 15. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE A RESILIENT TILE FINISH SHALL BE APPROVED BY THE TILE MANUFACTURER BEFORE USE. STRUCTURAL OBSERVATION NOTIFY ENGINEER OF RECORD AT LEAST 72 HOURS BEFORE A DESIGNATED WORK IS TO BE COVERED_ HEADER HANGER HORIZONTAL HIGH STRENGTH BOLT HEATING, VENTILATION AND AIR CONDITIONING HEADED WELD STUD INSIDE DIMENSION INSIDE FACE INTERIOR JOIST ANGLE LAG BOLT LIVE LOAD LONG LEG VERTICAL LONGITUDINAL MASONRY MATERIAL MAXIMUM MACHINE BOLT MECH MFR MIN MISC NIC ND. /# NOM NS NTE NTS OC OD OF /OSF OH OPNG PJ PLB PLYWD /PLY PNL MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS NOT IN CONTRACT NUMBER NOMINAL NEAR SIDE NOT TO EXCEED NOT TO SCALE ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPPOSITE HAND OPENING PANEL JOINT PLATE PARALLAM BEAM PLYWOOD PANEL PS PSF PSI PT REF REINF REQ /REQ'D REV RO SCH /SCHED SHTG SIM SLV SMS SP /SPA SPEC STAGG STD STIFF T&B STRUCTURAL STEEL 1. ALL W- SECTION SHAPES SHALL CONFORM TO ASTM A992. OTHER STRUCTURAL STEEL ROLLED SHAPES AND PLATES SHALL CONFORM TO ASTM A36. 2. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR 5, GRADE B OR ASTM A501. MILL TEST REPORTS FOR STEEL PIPE SHALL BE SUBMITTED FOR APPROVAL. 3. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRACE B (FY = 46 KSI). 4. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE. 5. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN," 1989 EDITION, WITH AMENDMENTS, AND THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES," 1986 EDITION WITH AMENDMENTS. 6. WELDING SHALL CONFORM TO THE AMERICAN WELDING GOCIETY STANDARD D1.1 LATEST EDITION. ELECTRODES FOR SHOP AND FIELD WELDS SHALL CONFORM TO AWS A5.1 OR AWS A5.5, CLASS E70XX. SUBMIT SPECIFICATIONS OF PROPOSED SUBSTITUTE FILLER METAL FOR APPROVAL. 7. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE CONTRACT DOCUMENTS IS PROHIBITED WITHOUT THE PRIOR APPROVAL GE THE STRUCTURAL ENGINEER AS TO LOCATION, TYPE OF SPLICE AND CONNECTION TO BE MADE. 8. HEADED CONCRETE ANCHORS SHALL BE NELSON HEADED CONCRETE ANCHORS (OR APPROVED EQUAL), AND SHALL CONFORM TO ASTM A108. ANCHORS. SHALL BE AUTOMATICALLY END WELDED', WITH SUITABLE STUD WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. WELDING SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON STUD WELDING COMPANY. 9. DEFORMED BAR ANCHORS (DBA) SHALL BE NELSON DEFORMED BAR ANCHORS (OR APPROVED. EQUAL), AND SHALL BE MADE FROM LOW CARBON STEEL CONFORMING TO ASTM A496. ANCHORS SHALL BE AUTOMATICALLY END - WELDED WITH SUITABLE WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. WELDING SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON STUD WELDING COMPANY. 10. WELD FILLER METAL SHALL HAVE A MINIMUM CHARPY V -NOTCH TOUGHNESS OF AT LEAST 20 FT -LB @ 70'F FOR ALL SMRF FRAMES. SPECIAL INSPECTION IN ACCORDANCE WITH UBC CHAPTER 17, THE FOLLOWING TYPES OF WORK REQUIRE SPECIAL INSPECTION AND STRUCTURAL OBSERVATION UNDER THE DIRECTION OF THE ENGINEER OF RECORD. SEE THE SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL REQUIREMENTS FOR INSPECTION AND TESTING. D 0 - 0 / 6 2 POUR STRIP POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED REFERENCE REINFORCING REQUIRED REVISION ROUGH OPENING SCHEDULE SHEATHING SIMILAR SHORT LEG VERTICAL SHEET METAL SCREW SPACE(D)(S) SPECIFICATION STAGGERED STANDARD STIFFENER TOP AND BOTTOM T/ THK TL TN TRANSV TS TYP UON /UNO U/S VERT W/ WD WF W/O WWF TOP OF THICK(NESS) TOTAL LOAD TOE NAIL TRANSVERSE TUBE STEEL TYPICAL UNLESS OTHERWISE NOTED UNDERSIDE VERTICAL WITH WOOD WIDE FLANGE BEAM WI I Hour WELDED WIRE FABRIC RECevEn CITY aF TUKWLH JAN 2 1 2000 PERMIT CENTER SITE /DEMOLIT ION /FOUNDATION + STEEL 01/20/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon . 300 S.W. Sixth Avenue P.O. Bcx 130C Portland, Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 Arhitect /Civil /Structural GROUP MACKENZIE 0690 S.W. Bancroft St. P.G. Box 69039 Portland, Oregon 97201-0039 Phone: (603)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 Title GENERAL STRUCTURAL NOTES CLOSING DATE DATE: DRAWN BY: 1- 1`} CHECKED BY: 9,44 SHEET JOB NO. S OF 990346 BAR LENGTH (DON) IN INCHES F'c =3000 PSI Fc =4000 PSI Fc =5000 PSI #3 28 24 22 # 37 32 29 #5 46 40 36 # 55 48 48 #7 81 70 63 #8 93 80 72 #9 104 90 81 #10 718 102 91 #11 1 113 101 BARS MINIMUM WELD SIZES LENGTH IN INCHES OF ° FULL SIZE WELD # 5 TYPE A (E) =0.45 TYPE B (E) =0.65 TYPE A TYPE B 3 3/16 3/32 1/8 2 1 1/2 4 1/4 1/8 5/32 2 1/2 1 1/2 5 5/16 1/8 3/16 3 1 1/2 5 3/8 5/32 1/4 3 1/2 2 7 7/16 3/16 9/32 4 2 8 1/2 7/32 5/16 4 1/2 2 1/2 9 9/16 1/4 11/32 5 2 1/2 10 5/8 1/4 3/8 5 1/2 3 H MAX D MIN S REINFORCEMENT 8" 2 1/2" 7 1/2" #4 0 2 -0" TOP & BOT 9" 3" 9" #4 CO 1' -10" TOP & BOT 10 3/4" 3 1/2" 10 1/2" #4 0 1' -6" TOP & BOT 14" 4 1/4" 1' -1 1/2" #4 0 1' -2" TOP & BOT A I O 90 DEGREE BENDS A - 4d OR 2 1/2 MIN : ( -6d 3" MI N ® 180 AND 135 DEGR BENDS , 1' -6" O 45 DEGREE BENDS PIPE PARALLEL TO FTG 4 ° 0 MIN PIPE SLEEVE. PIPE TO CLEAR SLEEVE BY 1/2" ALL AROUND TYP GRADE BEAM THIS CONC SHALL BE 6/ FTG SAME WIDTH AS FTC GRADE BEAMS AND PIPING AT FOOTINGS NOTE: D = 6d FOR #3 THRU # D = 8d FOR #9. #10 & #11 D= 10d FOR #14 & #18 D = 4d FOR TIES, #3, # & # OFFSET NOTE: PIPES SHALL NOT PASS THROUGH COL, COL FTC OR UNDER COL FTG DIGGING FOR PIPE TRENCH PARALLEL TO FTG SHALL NOT EXTEND BELOW THIS LINE 9" MIN O PERIMETER COLUMN NO SCALE o 511 AT COLUMN PENETRATIONS NO SCALE o 29 RISE 12" REINF SAME SIZE Sc SPACING AS FTG REINF N � � MASONRY #4 x 6' -6" O INTERIOR COLUMN TYPICAL REINFORCING BAR BENDS 2 ADDITIONAL REINFORCING NO SCALE o NOTES: 1. SLOPE TO BE 1 VERT (MAX) TO 2 HORIZ DON 2. LOCATE STEPS AS REQ'D (1) #4 x 6' -6" EA FACE, CENTERED AT COL PER PER 7/S1.1 7/S1.1 2x RISE j p - ~ w o cn F-- N � N J TYPICAL STEP IN WALL FOOTING NO SCALE E 9 arc II w STEEL BAR. PLATE OR ANGLE REINF STEEL O A TYPE A FLARE BEVEL GROOVZ WELD WELDING OF REINFORCING STEEL NO SCALE o NOTE: WHEN TWO BAR SIZES ARE SPLICED, I USE LAP LENGTH OF SMALLER BAR TYPICAL LAP SPLICE DO 0 (2 O TYPE B B FLARE V GROOVE WELD NOTES: 1 USE E7050 ELECTRODES FOR GRADE 40 STEEL. 2. USE E90XX ELECTRODES FOR GRADE 60 STEEL 3. PERIODIC INSPECTIONS REQ'D FOR # BARS AND LESS ONLY 4. MATERIALS. QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE TO BE VERIFIED BY THE SPECIAL INSPECTOR PRIOR TO THE START OF WORK. 1. MASONRY UNITS SHALL BE GRADE N HOLLOW CONCRETE UNITS CONFORMING TO THE REQUIREMENTS OF ASTM C90. ALL MASONRY ASSEMBLY SHALL DEVELOP A MINIMUM 28 -DAY COMPRESSIVE STRENGTH FM' OF 1500 PSI. MASONRY UNITS SHALL HAVE THE STRENGTHS SPECIFIED IN TABLE 21 -D AND SHALL NOT BE INSTALLED PRIOR TO ATTAINING THE REQUIRED 28 -DAY STRENGTH. WALL THICKNESS SHALL BE AS SHOWN ON PLANS. 2. MORTAR FOR REINFORCED MASONRY SHALL CONFORM TO ASTM C161 AND ASTM C270. MORTAR SHALL BE TYPE S. 3. MORTAR SHALL BE MIXED BY MECHANICAL MEANS AND PROPORTIONED BY ACCURATE MEASUREMENT ACCORDING TO UBC TABLE NO. 21 -A. SHOVEL MEASUREMENT WILL NOT BE ALLOWED. 4. AGGREGATE FOR MASONRY MORTAR SHALT_ CONFORM TO ASTM C144. 5. GROUT FOR REINFORCED MASONRY SHALL CONFORM TO ASTM C476 -83, WITH A 26 -DAY COMPRESSIVE STRENGTH PER TABLE 21 -D. 6. AGGREGATE FOR GROUT FOR MASONRY SHALL CONFORM TO ASTM C404. 7. SPECIAL INSPECTION OF MASONRY WILL BE PAID FOR AND PROVIDED BY THE OWNER FOR THIS STRUCTURE. 8. COMPLY WITH UBC SECTIONS 2104 AND 2105 - CONSTRUCTION REQUIREMENTS AND QUALITY CONTROL FOR MASONRY_ 9. ALL REINFORCING FOR MASONRY WALLS SHALL BE GRADE 60 CONFORMING TO ALL PROVISIONS OF CONCRETE REINFORCING SECTION ABOVE. 10. PROVIDE HORIZONTAL BOND BEAMS AT 4' -0" 0.0. WITH (2) #5 CONTINUOUS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 11. REINFORCEMENT PLACED IN BOND BEAMS SHALL BE LAPPED A MINIMUM OF (40) BAR DIAMETERS AT SPLICES. PROVIDE CORNER BARS OF EQUIVALENT SIZE LAPPED (36) BAR DIAMETERS AT CORNERS AND INTERSECTIONS OF WALLS, UNLESS NOTED OTHERWISE ON DRAWINGS. 12. EXCEPT AS OTHERWISE SHOWN, REINFORCE AROUND ALL OPENINGS WITH: - (2) #5 x OPENING WIDTH PLUS 4' -0" AT HEAD - (1) #5 x OPENING HEIGHT PLUS 4' -0" AT EACH JAMB 13. IN CONCRETE ELEMENTS SUPPORTING MASONRY WALLS, E!:!BED DOWELS TO MATCH SIZE AND LOCATION OF VERTICAL MASONRY REINFORCEMENT. LAP DOWELS AND VERTICAL REINFORCEMENT (48) BAR DIAMETERS. 14. PROVIDE BAR POSITIONERS FOR ALL VERTICAL REINFORCING. 15. PROTECT ALL MASONRY UNITS, STORED AND ERECTED AT JOB SITE, FROM THE ELEMENTS. 1 1/2" = 1' - 0" / STD LAP PER / DET 7/51.1 �TYP VERT BAR (AT WALLS) OPTIONS ® ONE LAYER REINF STD HOOK PER DET 1/51.1 (4) TYP VERT BARS (AT WALLS) OPTIONS O TWO LAYERS REINF REINF AT CONCRETE WALL AND FOOTING INTERSECTIONS NO ft `RR ftftR L- 3 STD HOOK PER DET 1/S1.1 0" TYP 4 EXTRA TYP VERT BARS (AT WALLS) M ec h a n i c a I /EI e c t r i cal NOTES: GLUMAC INTERNATIONAL 1. EITHER THE BARSPLICE PRODUCTS BAR -GRIP COUPLER, THE ERICO LENTON TAPERED THREAD 920 S.W. 3rd Suite 100 COUPLER OR THE BAR -LOCK MBT COUPLER MAY BE USED TO SPLICE REBAR. COMPLY W/ 1030 Portland, Oregon 97204 -2420 REPORTS N0. 3848, 3967 OR 5064 RESPECTIVELY. FOLLOW MANUFACTURER'S RECOMMENDATIONS. phone: (503)227 -5280 2. AT THE CONTRACTOR'S OPTION POSITION COUPLERS MAY BE USED EXCEPT THAT THE ERICO FAX: (503)274 -7674 LENTON P8 COUPLER MAY USED ONLY IN COMPRESSION SPLICES W /APPROVAL OF THE ENGINEER. 3. SPLICES MUST HAVE STRENGTH IN EXCESS OF 125% OF THE SPECIFIED YIELD STRENGTH OF ASTM A615 GR. 60 REINFORCING BAR. 4. SPECIAL INSPECTION COMPLYING WITH THE FINDINGS OF THE ICBO REPORTS IS REQUIRED. 5. IN GRADE BEAMS, SPLICE TOP BARS AT MID -SPAN AND SPLICE BOTTOM BARS OVER SUPPORTS. 6. IN BEAMS, OPTIONALLY, IN LIEU OF LAP SPLICES, SPLICE TOP BARS AT MIDSRAN AND SPLICE BOTTOM BARS OVER SUPPORTS USING MECH REBAR COUPLERS 7. IN SHEAR WALL BOUNDARY ELEMENTS, OPTIONALLY, IN LIEU OF LAP SPLICES SPLICE VERTICAL BARS WHERE CONVENIENT. STAGGER 50% OF SPLICES AT LEAST 24" 8. IN COLUMNS, OPTIONALLY, IN LIEU OF LAP SPLICES, SPLICE VERTICAL BARS WITHIN THE CENTER HALF OF A. COLUMN'S HEIGHT. STAGGER 50% OF SPLICES AT LEAST 24 ". MECHANICAL REBAR COUPLERS NOTES: 1. ALUMINUM CONDUIT MAY NOT BE EMBEDDED IN CONCRETE. 2. NO PRESSURE PIPE MAY BE EMBEDDED IN CONCRETE. 3. MAINTAIN REQUIRED COVER. 4. DO NOT DISPLACE REINFORCEMENT FOR PIPE OR CONDUIT RUNS. 9" N_ REINF (STAG TOP & BOTTOM BARS) IN -SLAB EMBEDMENT FOR PIPES OR CONDUITS BAR LOCK MBT MECHANICAL COUPLER SCALE BARSPLICE PRODUCTS BAR - GRIP COUPLER (COLD - SWAGED MECHANICAL SPLICE) ERICO LENTON TAPERED THREAD COUPLER NO SCALE o RECEIVED CITY OF TUKW i!_c JAN 2 1 2000 PERMIT CENTER rn o L Builder o HOFFIMAN CONSTRUCTION f Oregon 1300 S.W. Sixth Avenue P.O. Box 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 NO SCALE o SITE /DEMOLmC)N /FOUNDATION + STEEL 01/20/2000 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 !EXPIRES: 12/6/00 I MCI 200 © ALL 01-?TS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO RE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: zz ow 6 REVISION EDITION o IN N CLOSING DATE Sheet Title TYPICAL STRUCTURAL DETAILS AND STRUCTURAL NOTES DATE: DRAWN BY: i-"I CHECKED BY: SM G SHEET s1.1 OF JOB NO. 990346 FOOTING SCHEDULE NOMINAL SIZE STEEL REINFORCING - BOTTOM MARK WIDTH LENGTH DEPTH TRANSVERSE LONGITUDINAL REMARKS Fl 6' -0" 6' -0" 2' -6" #7 0 12" OC #7 0 12" OC F2 7' -0" 7 " -0" 2' -6" #7 0 12" OC #7 0 12" OC „Lmize 7 F3 8 " -0" 8 " -0" 2' -6" #7 0 12" OC #7 0 12" OC 1 1 _r __∎ t �ll_t ' F10 , F1 F4 F4 9' -0" 9' -0" 2' -6" #7 0 12" OC #7 0 12" OC F5 11' -0" it' -0" 2' -6" #7 0 12" OC #7 0 12" OC F6 5' -0" 5' -0" 2' -6" #7 0 12" OC #7 0 12" OC -,- F3 F7 1' -6" CONT 1' -4" H-r- - #5 0 12" OC SEE DETAIL 9/58.1 F8 7' -0" 7' -0" 1' -4" #6 0 12" OC #6 0 12" OC F9 11' -0" 11' -0" 1' -6" #6 0 12" OC #6 0 12" OC - H NEY 110 9' -0" 14' -0" 2' -6" #7 0 12" OC #7 0 12" OC O 01 - 4.5 K (/> I N F7 i \ ■ - TYP 0 TYP - - b „Lmize 7 i J1 Uri, i - F4 - F7 F - r - - I -t 1 1 _r __∎ t �ll_t ' F10 , F1 F4 L T 1 , F7 . TJ 1 j ;F2 gbi CZ TYP © . _� I „5 T 1 1 I 1 L -,- F3 F - i' --z -i A � H-r- �_ - -i '__, � t I - r- ---r i t - -i 10� ` -r i� -T- , � I F4 I 5 n N - H 7 r i_i� 1 , 1 1 H - J H - H NEY I i 1 1 i J F2 O 1 ` Q t la 1 1 F4 7 10 . 10 F6 T ' ' r I,t,, . I F6 ri LTA- II -_� i :.I 1 NW v © i t o� ' 1 1 \ F3 M „cm£ Iii7 r ® I I NUV © l i ® I H i_ i m . r F2 Fi F3 1 m _ Ft 5 -3 i _ ^ \ 6'- 0 ° - 22' -7" / -5' - 6" / I Y F 22' -7" 25 -0" 1, 25' -0" _ 25' -0" 25' -0" 25' -0" 13' -5" LEGEND F1 FOUNDATION PLAN COLUMN TYPE PER 1/S8.3 "•" DENOTES FRAME COLUMN, SEE 55.1. FOOTING TYPE PER SCHEDULE NEW FOOTING - - EXISTING FOOTING EXISTING CONCRETE WALL NEW INTERIOR BEARING WALL 50' -0" KEYNOTES 200' -0" 50' -0" PLAN NOTES 1. EXISTING 5" CONCRETE SLAB 2. EXISTING TS COLUMN 3. COLUMN BLOCKOUT, SEE 2/58.1. FILL WITH CONCRETE. 4. REMOVE EXISTING FOOTING AS REDD FOR NEW FOOTING. 5. GRADE BEAM, SEE 5/58.1. • SEE ARCHITECTURAL DRAWINGS FOR CONTROL ELEVATIONS. • SEE SHEET S5.1 FOR FRAME ELEVATIONS • SEE 1/S8.3 FOR COLUMN SIZE, BASE AND ANCHOR BOLT INFO • LOCATE CENTERLINE OF FOOTINGS AT CENTERLINE OF COLUMNS AND /OR WALLS UNO. • REPLACE REMOVED SLAB 8/ 5" SLAB W/ #4 0 2' -0" OC EA WAY DOWELED INTO EXISTING PER DETAIL 10/S8.1. WOO 0 /(e RECEIV[0 ::ICY cJF TUKWILFl JAN 2 1 2000 PERMIT CENTER SITE /DEMOLITION /FOUNDATION + STEEL 01/20/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S W Sixth 0venue P.O. Box '300 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 2000 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PERTY " MCI OD ARE NO7 TO BE USED PRO OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: REVISION EDITION >� (, ,,, CLOSING DATE Sheet Title FOUNDATION PLAN SHEET (EXPIRES: 12/6/00 I DATE: DRAWN BY: LWTj CHECKED BY: 1 JOB NO, S2.1 OF 990346 4 4.5 5 <> O7 ® ' AIM ABOVE • All — . \ \ ABOVE ABOVE 0 `v - `_ - - m ® PANEL JOINT EQUAL SPACES (4) EQUAL L SPACES (4) EQUAL SPACES x55 W24x55 c=3 4 FRAt1E 7 I W24x76 W24x55 c =3/4" 1. FRAME 10 W21x55 rriox.ai FRAt1E 7 • E '.) 1 1 10 I I W16x31 , 4x68I '- I.4I► V✓24 x68 n I lN 2)I x68 I ® i' I W24x76 I I I : I 4x68 I Lu 1 I I- TYP Q I 24x68 - — � . 58.2 1 , II f gp24x(ig j I II24x68 I 2 x68 I _ ( W24x76 W24x58 I c =3/4" I I W24x84 ® T IW24x68 I N 1 W24x68 c =3/4" I © i W24x84 W24x84 $I 624x68 I S5.1 I- I ® H -- IW4x68 - •x�6 c. -3f4" = I W24x68 c =3/4 " I 24x84 '= I W24x84 iW24x841 $ W24x84 - F I IW24x68 I x 3 I W24,458 c =3/4 " I 8 i W24x84 c =1" I 58.2 I W24x84 c =7" I I IW • 4x68 I , I ¢1 _• ► FRAME 6 W14 I W24x76 c =7" c I W24x76 c =1" I c• I 424.68 -- - N , o N W24x68 c =1" ) - - ( W24x68 c =1" I It 4x55 I W24x76 c =1" I I W24x76 c =1" 1 ItA 4x84 I W24x84 c =1" i = W24x84 c =i" I W24x62I I ► FRAME 8 W76x2 ' i l I W24x84 c=1" x_ � I i✓24x62I I V o ff rn �I a W 24 x 76 c =1" W24x55 f 3 '- o ^\ Nig' • - rn I ` 0 3 II ` I I L L 11 ® - 3 is FRAIIAE 9 FRAIITE 9 FRAME 9 W7 2x19 ■ n 4") 41 l► H c5 n 58.4 / 25' n ® m �� 22' -7" 22' - 7" -5' -6" ,,- 5' -6" / 25' -0" / 25' -0" 8 ABOVE -0" / 25' -0" i 25' -0" /4- / 13' -5" / 5'-3" 25' -0" 25' -0" 4.5 O5 2 FRAMING PLAN LEGEND EXISTING CONCRETE WALL NEW INTERIOR BEARING WALL 50' -0" 200 50' -0" PLAN NOTES • SEE ARCHITECTURAL DRAWINGS FOR CONTROL ELEVATIONS • SEE SHEET 55.1 FOR FRAME ELEVATIONS • INDICATES CANTILEVER MOMENT CONNECTION 100% UT INSPECTION REQUIRED • ►--- INDICATES MOMENT CONNECTION. SEE 8/S8.3 • SEE S2.3 FOR DIAPHRAGM BRACING 25' -0" 25' -0" KEYNOTES 1. NOT USED 2. (2) C6x8.2 SUPPORTS FOR CABLE TRAYS ® 4' -0" OC THROUGHOUT MEZZANINE. SEE 7/S8.2 3. NOT USED 4. W10x12 BEAM BRACING 1) Doc -o i cy RECEIVED :ITY OF TUKWILA JAN 2 1 2000 PERMIT CENTER SITE /DEMOLITION /FOUNDATION + STEEL 01/20/2000 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 /Structu raI GROUP MACKENZIE 0690 S.W. Bancroft ST P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: x 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 'EXPIRES: 12/6/00 I O MCI 2000 C ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO OE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Sheet Ti +:e FRAMING PLAN DOTE: DRAWN BY: :"1="+') CHECKED BY: SMC, SHEET S2 2 JOB N0. OF 990346 - T f - - T 22' -7" 22' -7" 25'-0" 25'-0" 25' -0" 25. -0" , 50' -0" <4> FRAMING PLAN 1/16 " =1' -0" PLAN NOTES SEE S2.2 FOR REMAINING FRAMING INFORMATION I 200' -0" n r m \ 25' -0" 25' -0" j 25' -0" 4 , 13'-5" 50' -0" , 25 -0" 25' -0" KEYNOTES 1. W10x12 DIAPHRAGM CROSS BRACING 3" t::12 / c:Q SHEET QECEIVeo .. r. rJFTUKV✓ILF JAN 2 1 2000 PERf.11T CENTER JOB NO. SITE /DEMOLITION /FOUNDATION + STEEL 01/20/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.W. 1ixth Avenue F.U. 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 9 7201 -00 39 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 [EXPIRES: 12/6/00 I MCI 200 ALL RIG RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO DE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Sheet Title BRACING PLAN DATE: DRAWN BY: a-T� CHECKED BY: SN1(, S2.3 OF 990346 FRAME 1 1/8" = 1' -0" FRAME 5 1 / 8 " = 1' - 0" W24x84 W24x84 W24x84 / W2\ 4x84 W24x84 8 FRAME $ S5.1 1/8 = 1' - 0 1 " 3 3 W24x84 W24x76 FRAMES 2 AND 4 1/8 = 1. , -0 " W24x84 W24x76 W24x76 W24x84 FRAME 3 1 / = W24x84 W24x76 FRAME 6 1 / 8 " = FRAME 7 1/8 "= f W24x84 / ^ \W24x84 PLAN NOTES • SEE ARCHITECTURAL DRAWINGS FOR CONTROL ELEVATIONS + SEE 4/S8.1 FOR BASE PLATE INFORMATION RECEIVED . :�Pi aF?UKWIL�, JAN 2 1 2000 PERMIT CENTER SITE /DEMOLITION /FOUNDATION + STEEL 01/20/2000 Revisions: SHEET 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 -8034 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 !EXPIRES: 12/6/00 I O MCI 2100 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 Sheet Title FRAME ELEVATIONS REVISION EDITION CLOSING DATE CATE: DRAWN BY:, -- S CHECKED BY: SM(, S5.1 OF 990346 ©81 O TYPE 'A' 3/4 "0 A36 BOLT W/ HEAVY HEX NUT & HARDENED WASHER ANCHOR BOLTS L1/2 STEEL COL. STANDARD HOOKS 1 1/2 "0 A193, GR 87 ANCHOR BOLT W/ (3) HEAVY HEX NUTS, (1) A36 E WASHER 3/8 "x 3 "x3" & (1) A36 R WASHER 1/2 "x4 "x4" L1 SCHEDULED LONGITUDINAL REINFORCEMENT. SEE DETAILS 7 & 8/S8.1. LAP SPLICE O TYPE 'B' L7/2 3" = 1 -0 L2/2 a 0 1" = i' - GRADE BEAM REINFORCEMENT DIAGRAMS L2 SCHEDULED LAP SPLICE NEW SLAB EJ Q PLAN 6 a/ SHIM SPACE W/ 2" �.® _..... NON- SHRINK GROUT SUBGRADE PREP PER GEOTECH 3" CLR 0 SECTION COLUMN TO FOOTING S8.1 L2/2 REINF PER S2.1 — NIN O A PLAN VEW MECHANICAL CONNECTOR OPTION FTC c COL BLOCKOUT WF COL PER PLAN BASE R, SEE 3 & 4/58.1 WF COL CONC SLAB PER PLAN MECHANICAL CONNECTORS IN LIEU OF LAP SPLICES. STIRRUP SPACING MAY BE INCREASED TO TYPICAL SPACING W/ THIS OPTION NEW TO EXISTING SLAB NOTE: CONTRACTOR TO COORD T/ FTG ELEV W/ MECH FTG & REINF PER PLAN E /FTG, TYP STIRRUP. SEE DETAILS 7 & 8/58.1. SPACE ® 6" OC AT LAP SPLICES AT MOMENT -FRAME CONDITIONS. EXISTING SLAB 1/2" = 1' -0" °z 1/4" = 1' -0" rs U EMBED INTO EXIST SLAB W/ SIMPSON SET EPDXY N � ►iii iiiii I IN NOTES: 1. SEE 8/58.1 FOR ADDITIONAL INFO. 2. DISCONTINUE SCHED FTG REINF WHERE GRADE BM PASSES THROUGH FTG 7 FTG PER SCHED� 2" ED. , EQ. 2" ti I • • 5/16 V PLAN ELEV. T /FOOTING I- SECTION 1. L\ r ` ,s7 N SCHEDULED BASE PLATE. SEE SCHEDULED NON -FRAME WIDE FLANGE COLUMN COLUMN SCHEDULE ON 7/S8.3 (4) TYPE A ANCHOR BOLTS. SEE DETAIL 7/58.1. SCHEDULED FOOTING TYPICAL COLUMN BASE DETAIL NON -FRAME CONDITION 3/4" 1 ' -0" T .. MOMENT -FRAME COLUMN. SEE S5.1. MOMENT -FRAME BASE PLATE. SEE 4/58.1. SLAB REINF PER PLAN SAWCUT EXIST SLAB AS REQ'D CONSTRUCTION JOINT. SEE 8/58.1 4 GRADE BEAM STIRRUPS GRADE BEAM THROUGH FOOTING MOMENT -FRAME CONDITION 3/4" = 7' -0" E2 W060 l(e 2 1/2 " 8 1/2" 8 1/2" ( 1/2" Y N W TYP 5/16 NOTE: SEE 7/58.1 FOR ADDITIONAL INFORMATION. S8.1 T/ FTG TIP SECTION COLUMN BASE DETAIL SLAB REINFORCEMENT AT GRADE BEAM 111111111•• U...• U.... M.... .rn. ■...■ N...■ ■U..■ ••••• U ... . EMMEN U,... 1 w -- lfatUUUUUIII11 ..... IUUUUUU A •UUUUUUU:1III/IUu um um uuuHII. Ut.UUMUU.!•000U■U is ni I MINIM ■...■ ■...■ MOMENT FRAME COLUMN_ SEE 55.1_ WELD FLANGES TO BASE R WITH FULL - PENETRATION GROOVE WELDS (TC -U4a). BASE E 2 "x22 "x2' - 10° W/ (4) 2 ° 0 HOLES AS REQ'D. (8) STIFFENER PLATES 1/2" xREQ'Dx10" WELDED TO BASE PLATE AND COLUMN FLANGES WITH 5/76 CONTINUOUS FILLET WELDS EACH SIDE 2) FITTED STIFFENER PLATES 1/2 X 10" X REQ'D WELDED TO BASE PLATE AND INNER SURFACES OF COLUMN FLANGES WITH 3/16" CONT. FILLET WELDS ON OUTER JUNCTIONS ONLY 4) TYPE: 13 ANCHOR BOLTS. SEE DETAIL 7/58.1. SCHEDULED FTG 3 / 4 " = 1' -0" ro CONSTRUCTION JOINT. SURFACE TO BE CLEAN, FREE OF LAITANCE AND INTENTIONALLY ROUGHENED TO A FULL AMPLITUDE APPROXIMATELY 1/4" SAWCUT EXIST SLAB AS REQ'D SLAB REINF PER PLAN GRADE BEAM TOP BARS (6) # 9 CONT, TYP #5 BAR x ® 18" OC (6) #9 GRADE BEAM BOTTOM BARS GRADE BM REINF. SEE 5, 7 & 8/58.1 RECEIVED �nY aF TUNWILF JAN 2 1 2000 PERMIT CENTER '� JOB NO 1/4" = 1' -0" W SITE /DEMOLITION /FOUNDATION + STEEL 01/20/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon' 1300 S.W. Sixth Avenue R0_ Box 1300 Portland, Dreg.'' 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 'EXPIRES: 12/6/00 I 3 = 1' -0" 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: REVISION EDITION CLOSING DATE Sheet Title DETAILS DATE: DRAWN BY:J - CHECKED BY: S M C. SHEET S OF 990346 BOLT AND PLATE SCHEDULE BEAM # OF A -325SC BOLTS ANGLE "t" W1 (2) 3/4 "0 3/8" W12, W14 (3) 3/4 "0 3/8" W16, W18 (4) 3/4 "0 3/8" W21 (5) 3/4 "0 3/8" W24 (6) 7/8 "0 1/2" W27, W30 (7) 7/8 "0 1/2" W33 ( 7/8 "0 1/2" EA SIDE NON MOMENT CONNECTION T SHEAR CONN AT INTERIOR GIRDER 1 1/2" 1' -0" o f 88.2 1 1/2" = 1' -0" ti R 1/2 x(bi -twl x (5 -211) 2 s /1s BM PER PLAN, COPE FLANGE AS REQ'D BEAM PER PLAN COLUMN PER PLAN f 3/8 x /b f2tw)x (d-2t0 STIFF R 1/4 EA SIDE OF BM WF COL PER PLAN N 5 0 1 -0" m ODD - oia SEE 8/S8.3 SMRF BEAM J BEAM PER WHERE OCCURS PLAN COLUMN PER PLAN CANTILEVER MOMENT CONNECTION CAP R. SEE 5/S8.2. —\ COLUMN PER PLAN BM PER PLAN GIRDER PER PLAN FP TIP BEAM PER PLAN NO SCALE NOTE: SEE 5/S8.2 FOR REMAINING INFO CANTILEVER MOMENT CONNECTION NO SCALE 1L' TO CHANNE_ (2) CHANNELS PER PLAN BEAM PER PLAN I( 1/4x3x11 W/ (2) 5/8 "0 MB ,-71 1/2" AT EA END CF CHANNEL & EA END OF BM NOTES: 1. MAX EQUIVALEP.T POINT LOAD ON (1) CHANNEL SPAN SHALL NOT EXCEED 4000 lbs EQUIV LOAD. 2. LATERAL BRACING OF CABLE TRAYS BY OTHERS. UNITSTRUT P5501. MAX POINT LOAD NTE 2000 lbs ROOF BM PER PLAN BRACING PER PLAN ERECTION BOLT AS REVD 1" = 1' -0" OI C) SECTION NTS E 1 1/2 = 1' -0" BOLT DIA. 3/40 3/40 L 3/8 3/8 ' 5/16 3/8 BRACING PER PLAN BEAM PER PLAN' Z g V7 CI F4 c an d u Y � a 3 t TYPICAL BOLTED CONNECTION o NO SCALE 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 E 3/8x8 "x0 "- 8 " —' W/ (2) 3/4 "0 A325 BOLTS TOP & BOT7 NT BOLTS PER SCHED 1 1/2"-... 01 1/2" SHEAR CONNECTION 5/16 1/4 Q - v-A3 - L 4x4x "t" (SEE SCHED) EA SIDE NOTE: USE THIS CONNECTION AT W10 BLOCKING ONLY BEAM PER PLAN COL PER PLANERMI JAN 2 1 2000 SHEET w 1" = 1 -0" JOB NO. SITE /DEMOLITION /FOUNDATION + STEEL 01/20/2000 Arhitect /Civil /Structu Tel GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 9 72 01 -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 IEXPIRFS: 12/6/00 I NO SCALE R _ I -■ ©Mcl RICH T ALL RIGHS REED THESE DRAWINGS ARE THE SERV 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 DETAILS DATE: DRAWN BY: - l--T CHECKED BY: G(A, FECEIVEO �IPI aF TUKWILA r S 8.2 of 990346 COLUMN SCHEDULE _ .. FRAME COL BAC BAR TO COL 5 /16 V t �2 TYP t �/2 CONTINUITY R WEB &FLANGE ERECTION BOLTS AS RED'D R tx4xd -6, GRADE 50. t =BEAM WEB THICKNESS ROUNDED UP TO NEAR 1/8 ". d =BEAM NOM DEPTH, TYP CONTINUITY R, THICKNESS TO MATCH THICKEST BM FLANGE CONTINUITY R COL PER ELEV cli i R i0 OBL P, TYP WEB DOUBLER E c, Y B NO STUDS THIS ZONE RADIUS = 4C +B 8C O PLAN O ELEVATION i/4 O SECTION O SECTION 'B' C.P. TYP FRAME BM PER ELEV FRAME COL PER ELEV FRAME BEAM PER ELEV CUT FLANGES AS SHOWN FRAME COL PER ELEV W/ CONTINUITY RS WEB DOUBLER 2_ 5/8" THICKNESS. PLUG WELD W/ (1) 1/2 "0 PUDDLE WELD AT OF COL AT MID HEIGHT OF E FOR (L2 THICKNESS < 5/18" NOTES: 1. ALL BACKER BARS & RUN —OFF TABS AT BOTTOM FLANGES SHALL BE REMOVED & WELD BACK GOUGED. FILL GOUGED REGION & FINISH W/ FILLET WELD. 2. EDGES OF CUT FLANGES SHALL BE GROUND TO HAVE A SURFACE ROUGHNESS VALUE NOT IN EXCESS OF 1000 AS DEFINED IN ANSI/ ASME 846.1. GRIND MARKS SHALL BE PARALLEL TO GIRDER AXIS. 3. CONTINUITY AND DOUBLER PLATES SHALL CONFORM TO A572, GRADE 50. SLOPE CONTINUITY R WHERE BM DEPTHS VARY RECEIVED CITY OF TUKWIL0. JAN 2 1 2000 PERMIT CENTER SITE /DEMOLITION /FOUNDATION + STEEL 01/20/2000 SHEET Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300. S.W. Sixth Avenue P.O. Box 1300 Portland, Oregon 07207 Phone: (503)221 -8511 FAX: (503)221-8534 Arh i tent /C ivi I /Stru ctu ra0 GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAX: (503)228 -1255 Mechanical/Electrical GLUMAC INTERNATIONAL 920. S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280. FAX:. (503)274 -7674 'EXPIRES: 12/6/00 I TYPICAL MOMENT CONNECTION 1 = 1' -0" © 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: owm REVISION EDITION 6 CLOSING DATE Sheet Title DETAILS DATE: DRAWN BY:4 =Tf CHECKED BY: 5,A(, S8e3 OF JOB NO. 990346 CA C B CC F I I FIN FLOOR 64x0 1M 09x01M BASE PLATE „9 ,t „2 t „l „9 ,t „9t „t �1 „9 -,tx „B lx „Z /t -1 �1 COLUMN SCHEDULE _ .. FRAME COL BAC BAR TO COL 5 /16 V t �2 TYP t �/2 CONTINUITY R WEB &FLANGE ERECTION BOLTS AS RED'D R tx4xd -6, GRADE 50. t =BEAM WEB THICKNESS ROUNDED UP TO NEAR 1/8 ". d =BEAM NOM DEPTH, TYP CONTINUITY R, THICKNESS TO MATCH THICKEST BM FLANGE CONTINUITY R COL PER ELEV cli i R i0 OBL P, TYP WEB DOUBLER E c, Y B NO STUDS THIS ZONE RADIUS = 4C +B 8C O PLAN O ELEVATION i/4 O SECTION O SECTION 'B' C.P. TYP FRAME BM PER ELEV FRAME COL PER ELEV FRAME BEAM PER ELEV CUT FLANGES AS SHOWN FRAME COL PER ELEV W/ CONTINUITY RS WEB DOUBLER 2_ 5/8" THICKNESS. PLUG WELD W/ (1) 1/2 "0 PUDDLE WELD AT OF COL AT MID HEIGHT OF E FOR (L2 THICKNESS < 5/18" NOTES: 1. ALL BACKER BARS & RUN —OFF TABS AT BOTTOM FLANGES SHALL BE REMOVED & WELD BACK GOUGED. FILL GOUGED REGION & FINISH W/ FILLET WELD. 2. EDGES OF CUT FLANGES SHALL BE GROUND TO HAVE A SURFACE ROUGHNESS VALUE NOT IN EXCESS OF 1000 AS DEFINED IN ANSI/ ASME 846.1. GRIND MARKS SHALL BE PARALLEL TO GIRDER AXIS. 3. CONTINUITY AND DOUBLER PLATES SHALL CONFORM TO A572, GRADE 50. SLOPE CONTINUITY R WHERE BM DEPTHS VARY RECEIVED CITY OF TUKWIL0. JAN 2 1 2000 PERMIT CENTER SITE /DEMOLITION /FOUNDATION + STEEL 01/20/2000 SHEET Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300. S.W. Sixth Avenue P.O. Box 1300 Portland, Oregon 07207 Phone: (503)221 -8511 FAX: (503)221-8534 Arh i tent /C ivi I /Stru ctu ra0 GROUP MACKENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAX: (503)228 -1255 Mechanical/Electrical GLUMAC INTERNATIONAL 920. S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280. FAX:. (503)274 -7674 'EXPIRES: 12/6/00 I TYPICAL MOMENT CONNECTION 1 = 1' -0" © 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: owm REVISION EDITION 6 CLOSING DATE Sheet Title DETAILS DATE: DRAWN BY:4 =Tf CHECKED BY: 5,A(, S8e3 OF JOB NO. 990346 EXISTING 4x16 J., ■nI 7" 7" 7 (18) 10d SHORTS 2x8 TO 2x4 EXISTING 2x4 BEYOND ADD 2x8 W/ SIMPSON LTT131 STRAP J EACH EXISTING 2x4 W/ 5/8 "0 A307 SIMPSON SET EPDXY W/ 5" MIN EMBED � \ o 4 1 1/2" = 1 —0" J EXISTING PURLLNS r1 EXISTING PANEL PANEL JOINT fJ 0 STRAP PER 8/S8.4 0 1 1/2" SLOTTED HOLES (1) SIDE MC12x10.6 W/ (4) 5/8 "0 A193 07 SIMPSON SET EPDXY EA SIDE OF JOINT W/ 5 MIN EMBED I" = 1' EXISTING 4x16 (2) PHD —SDS3 W/ 5/8 ° 0 A307 SIMPSON SET EPDXY WI 5" MIN EMBED EA PURLIN S8.4. EXISTING PANEL Za ,11 I ftECEIVEC CITY OF TUUWI!P JAN 2 1 2000 PERMIT CENTER SITE /DEMOLITIuN /FOUNDATION + STEEL 01/20/2000 Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.W. Sixth Avenue P . 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 'EXPIRES:. 12/6/00 1 1/2" = 1 —0" E 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: Sheet Title DETAILS SHEET JOB N0. REVISION EDITION CLOSING DATE DATE: DRAWN BY: Lf =' 11141 CHECKED BY: SMC, S8.4 OF 990346 SYMBOL CHWS CHWR CWS CWR CHECK VALVE � A CFM -1 VFM -1 C P PG PG Q ,TT TTT MV AAV 4' LvrR PG EJ ® FC II 1.4 I'.1 0 D R ID 0+ — I I ► x 10 1 I N +HB 4HB DESCRIPTION CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSER WATER SUPPLY CONDENSER WATER RETURN DIRECTION OF SLOPE DIRECTION OF FLOW BALL VALVE SOLENOID CONTROL VALVE REUEF VALVE, P &T REUEF HALVE BUTTERFLY VALVE MOTORIZED BUTTERFLY VALVE GATE VALVE GLOBE VALVE PNEUMATIC CONTROL VALVE 2 —WAY CONTROL VALVE 3 -WAY CONTROL VALVE NON —SLAM WAFER CHECK VALVE PRESSURE REDUCING VALVE (PRV) BALANCING VALVE FLOW LIMITING VALVE TRIPLE DUTY VALVE FLOW SWITCH AUTO FILL VALVE STRAINER STRAINER WITH BLOW OFF TURBINE PULSE WATER METER AIR SEPARATOR ORIFACE FLOW METER VENTURE FLOW METER PRESSURE GAGE PRESSURE GAUGE WITH COCK AND SNUBBER THERMOMETER PUMP TEST TEE TEST TAP (PETE'S PLUG) MANUAL AIR VENT AUTOMATIC AIR VENT VACUUM BREAKER VENT THRU ROOF PIPE GUIDE EXPANSION JOINT FLEXIBLE CONNECTOR UNION CAPPED OR PLUGGED TEE BUND FLANGE, CAP CONCENTRIC REDUCER ECCENTRIC REDUCER EXPANSION LOOP VALVE ON RISE PIPE UP PIPE DOWN PIPE DROP /PIPE RISE TOP CONNECTION — BRANCH UNE BOTTOM CONNECTION — BRANCH LINE PIPE ANCHOR TEE UP TEE DOWN PIPE SEISMIC BRACE HOSE BIBB SYMBOL % //////// // CC HC ST 2D3OO1 MECHANICAL LEGEND COOUNG COIL HEATING COIL DESCRIPTION VARIABLE AIR VOLUME BOX (W /RHC) SOUND TRAP DUCT SMOKE DETECTOR ACCESS DOOR / ACCESS PANEL THERMOSTAT DETAIL 1, DRAWING M -1 SECTION A. DRAWING M -1 EQUIPMENT IDENTIFICATION HEAT PUMP UNIT f1 RISER IDENTIFICATION EXHAUST #1 (E) EXISTING WORK TO REMAIN (E) EXISTING WORK TO BE DEMOUSH '.. SYMBOL (DOUBLE LINE) � III [ 12x6 T REM '/D STD ED �FD FSD? 12 X 6 SIZE TD CFM 8' -11' BOD .NECK SIZE— TAG —CFM NECK SIZE— TAG —CFM NECK SIZE— TAG —CFM ♦a( NECK SIZE— TAG —CFM NECK SIZE— TAG —CFM C7�C NECK SIZE— TAG —CFM NECK SIZE — TAG —CFM NECK SIZE— TAG —CFM DESCRIPTION FLEXIBLE CONNECTION FLEXIBLE DUCT RUNOUT TO DIFFUSER DUCT SIZE (WIDTH X DEPTH) DUCT THROUGH BEAM PENETRATION DUCT OFFSET (RISE OR DROP) VOLUME DAMPER SPLITTER DAMPER EXTRACTOR DAMPER FIRE, OR FIRE —SMOKE DAMPER SUPPLY DUCT UP SUPPLY DUCT DOWN EXHAUST DUCT UP EXHAUST DUCT DOWN RETURN DUCT UP RETURN DUCT DOWN CROSS SECTION OF SUPPLY DUCT CROSS SECTION OF EXHAUST AIR DUCT CROSS SECTION OF RETURN AIR DUCT CROSS SECTION OF ROUND DUCT DUCT ELBOW WITH TURNING VANES DUCT ELBOW WITHOUT TURNING VANES ACOUSTICAL LINING DUCT DIMENSION IS ID MOTORIZED DAMPER TRANSFER DUCT INDICATES 8'11' TO BOTTOM OF DUCT ROUND OR SQUARE CEIUNG SUPPLY DIFFUSER (SEE SCHEDULE) 4 —WAY THROW UNLESS INDICATED OTHERWISE. ROUND OR SQUARE CEIUNG EXHAUST REGISTER (SEE SCHEDULE) ROUND OR SQUARE CEIUNG RETURN REGISTER (SEE SCHEDULE) ROUND OR SQUARE CEILING RETURN GRILLE (SEE SCHEDULE) ROUND OR SQUARE CEIUNG RETURN GRILLE (SEE SCHEDULE) ROUND OR SQUARE CEIUNG RETURN GRILLE (SEE SCHEDULE) WALL SUPPLY REGISTER (SEE SCHEDULE) 4 —WAY THROW UNLESS INDICATED OTHERWISE. WALL RETURN REGISTER (SEE SCHEDULE) LINEAR SLOT DIFFUSER, 'A INDICATES SIZE SUPPLY AIR UGHT TROFFER DIFFUSER (TOP CONNECTION, SIDE CONNECTION) SYMBOL SINGLE LINE s I ►II `G S 12x6 S S T 5 < C—S r S j sm S /, ED ED FSD S II CMCD 12 X 6 T SIZE :- �< TD CFM T S 8' -11' BD NECK SIZE— TAG —CFM NECK SIZE — TAG —CFM NECK SIZE— TAG —CFM EX NECK SIZE— TAG —CFM NECK SIZE — TAG —CFM NECK SIZE — TAG —CFM NECK SIZE —TAG —CFM I NECK SIZE— TAG —CFM RFCEI Y T�OF TUK A JAN' 1 !'FRMITCEN ISSUED FOR REFERENCE ONLY 000 ER 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 MACKENZE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mechan Ica! /El ectricaI CiLUMAC NTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 Property Manager Gateway Corporate Center Cindy Duncan/Richard Kolta Phone: (206)241 -1103 PE Revisions: iTE 'N REVISION EDITION 2 9 8„ CLOSING DATE Sheet Title MECHANICAL LEGEND DATE: 0021S/00 DRAWN BY: CHECKED BY: SHEET LF JOB NO. M.02 OF 990346 O 1 MECHANICAL SITE REFERENCE PLAN SCALE: 1/16' = 1' —Er T)1D D LiL PROJECT NORTH ISSUED FOR REFERENCE ONLY RECEIVED -in_ �. iUKWILA JAN 2 1 2000 RMIT CENTER Builder HOFFMAN CONSTRUCTION COMPANY of Oregon 1300 S.W. Sixth Avenue P.O. Box 1300 Portland, Oregon 972C7 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 CLUMAC NTEANATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 Property Manager Gateway Corpate Center Cindy Duncan /Richard Kolto Phone: (206)241 -1103 Revisions: J REVIS EDITION CLOSI D Sheet Title MECHANICAL SITE REFERENCE PLAN DATE: 01/20/00 DRAWN BY: CHECKED BY: SHEET JOB NO. M1.1 OF 990346 { v -6' CHNS&RQ7 ACM v v 1 O FIRST FLOOR MECHANICAL PLAN - ZONE 1 SCALE: 1/8 =1' -0' 0 4' 8' 16' PROJECT NORTH ZONE 3 ZONE 1 z 0 No Scale GENERAL NOTES A. FOR CHILLED WATER DISTRIBUTION AND LOCATION/ ARRANGEMENT OF ISOLATION VALVE, SEE PIPING DIAGRAM SHEET NOTES B. FOR CRAC UNR INSTALLATION DETAIL SEE ilk 01 8 0 CHWR PIPING UP. Q INSTALL PIPING ON UNISTRUT SUPPORT BELOW RAISED FLOOR. SEE O3 FUTURE UNIT. PERMIT CENTER ISSUED FOR REFERENCE ONLY Revisions: oz DATE: 01/20/00 DRAWN BY: CHECKED BY: Sheet Title FIRST FLOOR MECHANICAL PLAN - ZONE 1 SHEET JOB NO. 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 OAOUP MACKENZE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mechanical/Electrical OLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 Property Manager Gateway Corporate Center Cindy Duncan /Richard Kolta Phone: (206)241 -1103 REVISION EDITION X 8 O CLOSING DATE M 2.1 OF 990346 — '1 (.I 8"CHNS & CHWR r -, L_ -J 6" CHWS&R L_J r 6" CHWS&R AIM Affh { w I t 1 L J O 1 FIRST FLOOR MECHANICAL PLAN - ZONE 2 SCALE. 1/16" =1' -0 0 4' 8' 16' PROJECT NORTH I KEY PLAN GENERAL NOTES A. FOR CHILLED WATER DISTRIBUTION PIPING DIAGRAM AND LOCATION /ARRANGEMENT OF ISOLATION VALVES, VALVES, SEE B. FOR CRAC UNIT INSTALLATION DETAIL SEE SHEET NOTES 01 3"0 CHAS & R PIPING UP. Q2 INSTALL PIPING ON UNISTRUT SUPPORT BELOW RAISED FLOOR. SEE Q3 FUTURE UNIT. )660 (6 1 �7 RECEIVED ,:i1V (�F iUKW�Lf JAN 2 1 2000 PERMIT CENTER ISSUED FOR REFERENCE ONLY SHFET JOB NO. • 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 /C ivi I /Structural GROUP MACKBIRIE 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 Portlond, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 Property Manager Gateway Corporate Center Cindy Duncan /Richard Kolta Phone: (206)241 -1103 Revisions: zrc ,0, P. "' REVISION EDITION c 8 v, CLOSING DATE is 85 Sheet Title FIRST FLOOR MECHANICAL PLAN ZONE 2 DATE: OOPS/00 DRAWN BY: CHECKED BY: 990346 CHWS k CHWR 8"CHWS & CHWR C m' FIRST FLOOR MECHANICAL PLAN - ZONE 3 SCALE 1/8" =1' -0" 0 4' 84' 8' 16' OOO9 icy PROJECT NORTH SHEET NOTES GENERAL NOTES 3' CHWS & CHWR PIPING UP. ® PROVIDE STEEL SUPPORT FRAME FOR NEW AIR COOLED CHILLERS. Q3 PROVIDE BACKORAFT DAMPER AT DISCHARGE OF CRAC UNIT. ® FUTURE UNIT. CD PROVIDE CAPPED VALVE AT END OF PIPES. © 8" CHWS & CHWR PIPING UP. rCHWS h CHWR — - - _R f r - -'-I I Atk { I L - -J r - - 7 No Scale KEY PLAN A. PROVIDE STAINLESS STEEL JACKET W /INSULATION ON ALL ABOVE GROUND OUTDOOR PIPING. AND PROTECTIVE INSULATED BOX ON AUTOMATIC CONTROL VALVE TO CHILLERS. B. CONTROL VALVES FOR CHILLERS TO BE SUITABLE FOR OUTDOOR SEVERE COLD ENVIRONMENT OPERABLE TO OBF. VALVES BY CONTROL CONTRACTOR. ISSUED FOR REFERENCE ONLY 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 Property Manager Gateway Corporate Center Cindy Duncan /Richard Kolto Phone: (206)241 -1103 Revisions: za t4W <� REVISION EDITION c 0 . CLOSING DATE r Sheet Title FIRST FLOOR MECHANICAL PLAN - ZONE 3 DATE: 01/20/00 DRAWN BY: CHECKED BY: SYMBOL I ® • I ) ® 0 O O> © PC KR oa imr E1--117 EH 00 10 I F— H III PTA I" ~ 3c PTA 3A EXAMPLES / LEGEND MCC— PP 1 A 1 DP— U PP 1 A 2 DP— CR PP XFR— TR L MDS— PNL— U DP A TTT LOAD FLOOR DESIG. EQUIP. SYSTEM TYPE VOLTAGE C. _1G.. 2000 LIGHTING DESCRIPTION RECESSED LENSED LUMINAIRE (SIZE /SHAPE VARIES) RECESSED PARABOLIC LUMINAIRE (SIZE /SHAPE VARIES) SURFACE LENSED LUMINAIRE (SIZE /SHAPE VARIES) SURFACE PARABOUC LUMINAIRE (SIZE /SHAPE VARIES) SHADING OF ANY LUMINAIRE INDICATES CONNECTION TO ALTERNATE POWER SOURCE (EMERGENCY. UPS, STANDBY, ETC.) PER CIRCUITING INDICATED SUSPENDED LUMINARE (SIZE /SHAPE VARIES) POINT SOURCE — SURFACE, RECESSED CEIUNG MTD. FLOOR OR GRADE MOUNTED BOLLARD WALLWASH — SURFACE, RECESSED CEILING MTD. RECESSED WALL POINT SOURCE PORCELAIN KEYLESS LAMPHOLDER (PC = PULL CHAIN) TRACK UGHTING WITH HEADS AS INDICATED. ADJUSTABLE POINT SOURCE — SURFACE CEIUNG, RECESSED CEIUNG MOUNTED. BATTERY POWER EMERGENCY UNIT EQUIPMENT (SEE LUMINARE SCHEDULE FOR QUANTITY OF HEADS) — WALL. CEIUNG MOUNTED. ADA APPROVED WALL SCONCE ILLUMINATED EXIT SIGN, SHADED QUADRANT INDICATES FACES, ARROWS AS SHOWN POLE MOUNTED LUMINAIRE— SINGLE OR DUAL HEAD POLE TOP MOUNTED LUMINAIRE DARK ROOM SAFE LIGHT (TWO COMPARTMENT SHOWN) "FOOT INDICATES WALL MOUNTED LUMINAIRE FLUORESCENT STRIPUGHT — POWER FEED SECTION, FEED THROUGH SECTION. LENGTH AS SHOWN. FLUORESCENT INDUSTRIAL WITH REFLECTOR FLUSH GRADE POINT SOURCE WALL PACK LUMINAIRE MARKING CONVENTION LEGEND: PTA = LUMINAIRE TYPE IDENTIFICATION. SEE LUMINAIRE SCHEDULE. 3c = CIRCUIT NUMBER VIA LOCAL SWITCH (LOWERCASE LETTER) THAT SERVES THE LUMINIARE. 3A = CIRCUIT NUMBER /UPPERCASE LETTER COMBINATION INDICATES LOW VOLTAGE RELAY OR LIGHTING CONTACTOR THAT SERVES THE LUMINAIRE 2 B 2 2 B B MDS SIDE 2 SEQ. NUMBER SYMBOL S S2 5 S SK D ❑D 5 5 PL STS L5A L5A,5CL1A' f i SXP SAP SV ST PC V E� `NJ OS IEPOI LCP ? EQUIPMENT TYPE SUB — UNIT SUBSTATION MDS — MAIN DIST. SWITCHBOARD DP — DISTRIBUTION PANEL PNL — BRANCH PANEL ATS — AUTOMATIC TRANSFER SWITCH BIATS — BYPASS ISOLATION ATS MTS — MANUAL TRANSFER SWITCH SFR — TRANSFORMER '.TTX — UTILITY MAIN TRANSFORMER MCC — MOTOR CONTROL CENTER CB — ENCLOSED CIRCUIT BREAKER FSW — FUSED DISCONNECT SWITCH DSW — NON —FUSED DISCONNECT SW. SWITCHING CONTROLS DESCRIPTION SINGLE POLE SWITCH (SUPERSCRIPT DENOTES SIMILARLY MARKED LUMINAIRES CONTROLLED TOGETHER) TWO POLE SWITCH THREE WAY SWITCH FOUR WAY SWITCH KEY OPERATED SWITCH DIMMER SWITCH. NUMBER INDICATES WATTAGE RATING. IF NOT SHOWN THEN EQUAL TO LOAD. DIMMER SWITCH UNDER SEPARATE COVERPLATE SWITCH WITH PILOT UGHT (PILOT IS "ON WHEN SWITCH IS "ON"). SWITCH WITH PILOT LIGHT (PILOT IS ON WHEN SWITCH IS "OFF" TIMER SWITCH LOW VOLTAGE MOMENTARY CONTACT SWITCH, SUPERSCRIPT NUMBER /UPPER CASE LETTER COMBINATION INDICATES CONNECTION TO LOW VOLTAGE RELAY CONTROWNG SIMILARLY MARKED LUMINAIRES. NUMBER IS A CIRCUIT NUMBER. EXPLOSION PROOF SWITCH WEATHERPROOF SWITCH UNE VOLTAGE, VARIABLE SPEED FAN CONTROL SWITCH, PROVIDED BY DN. 15, INSTALLED BY DIV. 16. LOCATE ADJACENT TO ADJACENT TO LIGHT SWITCHES. THERMAL OVERLOAD SWITCH PHOTOCELL EQUIPMENT OPERATOR PUSH BUTTON STATION. PROVIDED WITH EQUIPMENT, INSTALLED AND CONNECTED BY DN. 16, UON. PUSHBUTTON OR PUSHBUTTONS, BY DIV. 16 TIME CLOCK OCCUPANCY SENSOR — WALL MOUNTED 360 DEGREE OCCUPANCY SENSOR — CEIUNG MID. 180 DEGREE OCCUPANCY SENSOR — CEIUNG MID. CORRIDOR /AISLE OCCUPANCY SENSOR — CEIUNG MOUNTED OCCUPANCY SENSOR & SWITCH GANGED UNDER A COMMON COVER PLATE. OCCUPANY SENSOR TO CONTROL ALL LIGHT FIXTURES IN ROOM WITH 1/2 UGHT REDUCTION CONTROLLED BY SWITCH, DESIGNATED BY LETTER. THERMOSTAT — WALL. CEIUNG. PROVIDED BY DIV. 15, INSTALLED AND WIRED BY DN. 16 EMERGENCY POWER OFF, HEAVY —DUTY, OIL —TIGHT RED MUSHROOM —HEAD PUSHBUTTON W/ GUARD. UGHTING CONTROL PANEL AND ASSOCIATED COMPONENTS. PROVIDE 120V OR 277V CONTROL POWER AS REQUIRED OR AS INDICATED. REMOTE MOUNTED UNE TO LOW— VOLTAGE FUSED TRANSFORMER. CONCEAL FROM VIEW. LOAD DESIGNATION BLANK — MISC. POWER B — BATTERY CHARGERS (RETIFIERS) CH — CHILLER FEEDS CR — CRAC UNITS L — UGHTING R — RECEPTACLES U — UNINTERRUPTIBLE POWER (UPS) TRY — TRANSFORMER WITH ? SUBSITUTED WITH LETTER ABOVE E L E C T R I C A L L E G E N D SYMBOL .0 ® O L5 -15R • AB "ON ALT." ?®GFI ADWP +42" VOLTAGE PP — 480/277 VOLT DS — 480/277 VOLT DP — 208/120 VOLT (OMR ON TR'S) I®®I I�I I®IvIJ POWER DEVICES DESCRIPTION SIMPLEX RECEPTACLE — WALL CEILING, ON ALT. DUPLEX RECEPTACLE — WALL, CEIUNG, ON ALT_ DOUBLE DUPLEX RECEPTACLE — WALL, CLG, ON ALT. SPECIAL PURPOSE RECEPTACLE —WALL, CEILING ON ALT. POWER; NEMA CONFIGURATION AS NOTED RECEPTACLE TYPE SHOWN —WALL —ABOVE COUNTER BACKSPLASH. SEE ARCHITECTURAL DRAWINGS. SHADED RECEPTACLES NOTED "ON ALT" ABOVE ARE CONNECTED TO ALTERNATE POWER SOURCE (EMERG., STANDBY, UPS, ETC.) PER CIRCUITING INDICATED DUPLEX RECEPTACLE — WALL — HALF SWITCHED COMBINATION SWITCH /DUPLEX RECEPTACLE DUPLEX RECEPTACLE — WALL — WITH INTEGRAL GROUND FAULT CIRCUIT INTERRUPTER RECEPT. TYPE SHOWN W/ WEATHERPROOF COVER RECEPT. TYPE SHOWN AT SPECIAL HEIGHT WALL MOUNTED ELECTRICAL CONNECTION TO ELECTRIFIED FURNITURE. PROVIDE 8 WIRES (4 HOTS, 1 DEDICATED NEUTRAL, 1 COMMON NEUTRAL, 1 ISOLATED GROUND)'. NEUTRALS TO BE #10 AWG. USE UQUID —TIGHT FLEX. CLOCK HANGER RECEPTACLE FLUSH FLOOR BOX DEVICE — DEVICE TYPE PER SYMBOLS ABOVE PEDESTAL FLOOR DEVICE — DEVICE TYPE PER SYMBOLS ABOVE POKE THRU UNIT WITH DUPLEX. RECEPTACLE — FLUSH, PEDESTAL MOUNTED. POKE THRU UNIT WITH DOUBLE DUPLEX RECEPTACLE — FLUSH, PEDESTAL MOUNTED. COMBO POKE THRU UNIT WITH DUPLEX RECEPTACLE AND TELEPHONE OUTLET — FLUSH, PEDESTAL MOUNTED. MULTI — SERVICE FLOOR BOX CAST IN CONC. OR IN RAISED FLOOR — SEE ARCH DWGS; WITH RECEPTACLES & SIGNAL OUTLETS AS NOTED. POKE THRU UNIT WITH JUNCTION BOX. RACEWAY COMPONENTS RC -700 SERIES. TELE /POWER POLE, POWER POLE TWO —PIECE SURFACE METAL RACEWAY WITH RECEPTACLES AS NOTED, LENGTH AS INDICATED ON THE DRAWINGS AND WITH ALL FITTINGS AS REQUIRED. TWO OR THREE COMPARTMENT SURFACE METAL RACEWAY WITH RECEPTACLES AND OUTLETS AS INDICATED, LENGTH AS INDICATED ON THE DRAWINGS. PROVIDE ALL FITTINGS AS REQUIRED. MCIWORLDCOM FACILITIES - ELECTRICAL EQUIPMENT NAMING CONVENTION LEGEND FLOOR DESIG. 1 — FIRST FLOOR 2 — SECOND FLOOR MDS SIDE A — SIDE "A OF MDS B — SIDE OF OF MDS WIRING SYMBOL DESCRIPTION X X X —T —G— — G — HDTA EXISTING WIRING TO BE REMOVED TELEPHONE SYSTEM CONDUIT MEDIUM VOLTAGE CONDUIT SEQUENTIAL NO. 1 — FIRST ONE 2 — SECOND ONE UGHTNING SYSTEM AIR TERMINAL REFER TO DETAILS FOR MOUNTING HEIGHTS OF DEVICES NOT ALL SYMBOLS, ABBREV., ETC. ARE NECESSARILY USED ON THIS PROJECT WIRING CONCEALED IN CEIUNG OR WALL UNE WEIGHT TOP TO BOTTOM= NEW, EXISTING TO REMAIN, FUTURE WIRING CONCEALED IN FLOOR OR UNDER GRADE OR ROUTED IN CEIUNG SPACE OF FLOOR BELOW. UNE WEIGHT TOP TO BOTTOM= NEW, EXISTING TO REMAIN, FUTURE WIRING EXPOSED. UNE WEIGHT TOP TO BOTTOM= NEW, EXISTING TO REMAIN, FUTURE GROUNDING GRID OR CONDUCTORS STROKES INDICATE QUANTITY OF #12 AWG. CONDUCTORS, UON. NOTE: WIRING STROKES FOR 20A BRANCH CIRCUITS ARE NOT SHOWN ON DRAWINGS. CONTRACTOR SHALL USE INFORMATION IN PANEL AND BRANCH CIRCUIT SCHEDULES TO PROVIDE REQUIRED CIRCUITING. GROUND GROUND, ISOLATED HOT NEUTRAL HOME RUN WIRING TO INDICATED DESTINATION, 3/4 IAN. OR AS OTHERWISE NOTED. CONTRACTOR SHALL USE CIRCUIT'. SIZES NOTED IN. RESPECTIVE SCHEDULES AND INFORMATION IN THE FEEDER AND BRANCH CIRCUIT SCHEDULES. CONDUIT RUN TURNED UP THROUGH FLOOR OR CEIUNG. CORE & FIREPROOF AS. REQUIRED. CONDUIT RUN TURNED DOWN THROUGH FLOOR OR CEIUNG. CORE & FIREPROOF AS REQUIRED. CONDUIT STUBBED OUT AT LOCATION SHOWN. PROVIDE INSULATED BUSHING & PULLROPE. RACEWAY STUBBED OUT FOR FUTURE CONTINUATION; CAP, MARK AND RECORD LOCATION. TELEPHONE /DATA SLEEVE THROUGH WALL, ABOVE CEIUNG. EXTEND TO ACCESSIBLE TILE CLG. BOTH SIDES_ TERMINATE WITH BUSHINGS. (T) 1.25" CO DON. COORDINATE LOCATIONS WITH CABLE INSTALLER(S) PRIOR TO ROUGH —IN. CABLE TRAY — HORIZONTAL, VERTICAL. PLAN VIEW JUNCTION BOXES, WALL. CEIUNG AND FLUSH FLOOR MOUNTED. 4" SQ. BOX MIN., LARGER IF REQUIRED WIRING EXTENSION POINT — CONDUIT TO MC CABLE OR MANUFACTURED WIRING SYSTEM J —BOX ABOVE ACCESSIBLE CEILINGS AREAS, OR EXTEND CONDUIT & WIRE IN EXPOSED OR "HARD" CEIUNG AREAS. SHADED= ON .ALT. POWER SOURCE ( EMERG, UPS, ETC.) PULL BOX, MIN. SIZE PER NEC., UON. UNDERFLOOR RACEWAY FLEX'dLE CONDUIT CONNECTION POW CONNECTION TO DN. 15 FIRE /SMOKE DAMPER REFER TO FSD CONNECTION DETAIL IF NOT SHOWN GROUND ROD CONNECTION GROUND ROD CONNECTION WITH TEST WELL BOX FIRE ALARM SYSTEM SYMBOL DESCRIPTION IFACP IFAAI ;O; R/C G F ° R IEWSDI I ABORT I FIRE ALARM CONTROL PANEL AND ASSOCIATED COMPONENTS. PROVIDE 1 POWER AS REQUIRED OR AS INDICATED., FIRE ALARM SYSTEM ANNUNCIATOR FIRE ALARM SYSTEM MANUAL PULL STATION, WALL MOUNTED ALARM BELL OR GONG SPEAKER — CEILING, WALL MOUNTED STROBE UGHT, WALL MOUNTED (# = CANDELA RATING) COMBINATION SPEAKER /STROBE, WALL MOUNTED (# = CANDELA RATING) HORN — CEILING, WALL MOUNTED MINI HORN — CEILING, WALL MOUNTED COMBINATION HORN /STROBE, WALL MOUNTED (# = CANDELA RATING) SPRINKLER VALVE TAMPER SWITCH CONNECTION SPRINKLER FLOW. SWITCH CONNECTION UGHT BEAM TYPE SMOKE DETECTOR, BR= BEAM RECEIVER, BT= BEAM TRANSMITTER. SMOKE DETECTOR, DUCT MOUNTED, WITH FULL WIDTH SAMPUNG TUBES. PHOTOELECTRIC TYPE LION. SMOKE DETECTOR, CEILING OR PLENUM, WALL MOUNTED. MULTI — SENSOR TYPE UON. ELECTROMAGNETIC DOOR HOLDER — WALL, FLOOR MOUNTED. 24VDC AND PROVIDED BY DN. 8 UON. ADDRESSABLE CONTROL MODULE ADDRESSABLE MONITOR MODULE END OF UNE RESISTOR (NOT SHOWN ON PLANS) FIREMAN'S PHONE JACK, WALL MOUNTED FIREMAN'S PHONE HANDSET, WALL MOUNTED DUCT OR AREA SMOKE DETECTOR. AS REQUIRED, UON. SERVING DN. 15 FIRE /SMOKE DAMPER. WIDTH OF SYMBOL WILL VARY WITH DUCT WIDTH REFER. TO FSD CONNECTION DETAIL FOR CONTROL FLAME DETECTOR (FLICKER DETECTOR) UGHT (LAMP, SIGNAL LIGHT, INDICATOR LAMP, STROBE) HEAT DETECTOR, CEIUNG MOUNTED. RATE OF RISE AND FIXED TEMPERATURE TYPE, UON. HEAT DETECTOR, RATE COMBUSTION HEAT DETECTOR — FIXED TEMP. ONLY HEAT DETECTOR — RATE OF RISE ONLY EARLY WARNING SMOKE DETECTION SYSTEM — INCLUDES ALL PIPING BY DN. 16. FIRE ALARM OUTPUT OR RELEASE ABORT PUSHBUTTON, REFER TO SPECIFICATIONS AND DETAILS Eo 3337(, ISSUED FOR REFERENCE ONLY ,IAN 2 1 2000 G1 .1,7 CENTER Builder COMPANY N CCONSIRUCTION 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 CROUP MACKENZE 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 Site 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 Property Manager Gateway Corporate Center Cindy Duncan /Richard Kolto Phone: (206)241 -1103 Revisions: zz �r 5 REVISION EDITION AS CLOSING DATE Sheet Title ELECTRICAL LEGEND AND ABBREVIATIONS CONTINUED DATE: 01/20/00 DRAWN BY: JKH CHECKED BY: LRH SHEET JOB NO. E0.2 OF 990346 EI I I z v qp CRPPB1 r- . _ CRPPBI CRPPA1 r — � CRPPA1 117 ................ CRPPB1 CRPPA1 j ▪ - �CRPPAI - rf CRPPBI �CRPP81 5 C 1WS ee CHWR - 6 CHWR LD,ODD - ((e 1 O FIRST FLOOR POWER, SIGNAL AND SECURITY PLAN, ZONE 1 SCALE: 1/8' =1' -0" RECEIVED 0 4 8 16 cnv oETUKwn.a JAN 2 1 2000 PERNT CENTER ISSUED FOR REFERENCE ONLY 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 CROUP MACKENZE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mechanical/El ectrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 Property Manager Gateway Corporate Center Cindy Duncan/Richard Kolto Phone: (206)241 -1103 Revisions: za �% REVISION EDITION zE �,n CLOSING DATE o:z $. Sheet Title FIRST FLOOR POWER, SIGNAL & SECURITY PLAN ZONE 1 DATE: 01 /20/00 DRAWN BY: JKH CHECKED BY: MEE SHEET JOB NO. E2.1 OF 990346 dRPPA1 CRPPB1 _ – J CRPPA1 gRPPB1 1 W . CRPPB1 C _CRPPB1 L CRPPBi gRPPA1 ) , . ._BCRPPAl y CRPPB1 CRPP81 RA ) m I r� I 1 ...-->CRPP81 di URDP1A3 \ '— SECURITY CCTV • BACKBOAkD i ^l FIRST FLOOR POWER, SIGNAL AND SECURITY PLAN, ZONE 2 SCALE: 1/8" =1' -0" 0 4 8 16 nECEivEo .'"/ CF TUKWILP JON 2 1 2000 PERMIT CENTER ISSUED FOR REFERENCE ONLY 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 MACKENZE 0690 S.W. Bancroft St. P.O. Box 69039 Portland. Oregon 97201 -0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mech an ica I /EI ectricnl GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 Property Manager Gateway Corporate Center Cindy Duncan /Richard Kolta Phone: (206)241 -1103 Revisions: n G REVISION EDITION N CLOSING DATE r ) 00 0 1 Sheet Title FIRST FLOOR POWER, SIGNAL & SECURITY PLAN ZONE 2 DATE: 01/20/00 DRAWN BY: JKH CHECKED BY: MEE SHEET JOB NO. E OF 990346 r – F� G CRPPB1 - - -- 7 ) />CRPP81 c 6 �CRPPAI 8 CRWR RC PP81 —� CRPPA1 1 o FIRST FLOOR POWER, SIGNAL AND SECURITY PLAN, ZONE 3 SCALE: 1/8"=1'-0" 0 4 8 16 L J a CRPPRI CRPPA1 1�11YI URDP1A3 BACKBOARD CN RtGEIVEO CITY [�F TUKW!I JAN 2 1 2000 PERMIT CENTS, ISSUED FOR REFERENCE ONLY Builder HOFFMAN CCON� S TRUCIION egon COMPANY 1300 S.W. Sixth Avenue P.O. Box 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 Arh i t e c t /C i vi I /S tru ctu r a I GROUP MACKEN[iE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mechanical/Electrical GLUMAC liNTEANATIONAL 920 S.W. 3rd Suite: 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 Property Manager Gateway Corporate Center Cindy Duncan /Richard Kolta Phone: (206)241 -1103 Revisions: REVISION EDITION CLOSING G DATE Sheet Title FIRST FLOOR POWER, SIGNAL & SECURITY PLAN ZONE 3 DATE: 01/20/00 DRAWN BY: JKH CHECKED BY: MEE SHEET JOB NO. E?.3 990346 1 1 ' I i 3"W UP TO FO-li 1)i" V UP e °C Bale 135241d (7) rTP 1 LINES UP,- TO TP-1 /(6)TP 1X" V UP 3" W UP TO FD-1 3" W UP TO FD-1 V UP W UP TO FCO (4) )"TP- TP 6 r ---' , I r i ----: !---; . . ■ ----2 ,..........., - ,...__ _ . ---.■ __ _- _,--,-.,■_=_■,■,.: =___--,.-_-,.........,..r........„.... - 1 ----, , 3" W UP TO MO 1)c --i : (4) X" TP i r --."' .1 I 3" W UP ji ' (1) VTP EXISTING W TP (2) TP CRAC UNIT LOC 'N ABOVE (rP) EXISTING 6" W !. 1 —gt Ft ( OE'Ic 0 1X" V UP W UP TO FD-1 . = 1X" V UP 3" W UP TO FD-1 F3 I 3" 1)c V UP TO W U PLUMBING - UNDERGROUND FLOOR PLAN SCALE: 1/16"1-6" ET. NEW 6' 81W — LIN FLOOR BOX ■ I I U i SHEET NOTES ELECTRONIC TRAP PRIMER. CONNECT TO NEW FLOOR DRAINS. COORDINATE SLAB CUTTING & PATCHING WORK WITH NEW FOOTINGS. APPROXIMATE LOCATION OF EXISTING SPRINKLER PIPING. SHEET JAN 2 1 2000 PERMIT CENTER ISSUED FOR REFERENCE ONLY 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 OLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204-24,, Phone: (503)227-5280 FAX: (503)274-7674 Property Manager Gateway Corporate Center Cindy Duncan/Richard Kolta Phone: (206)241-1103 TH.ESE DRAMNGS ARE THE PROPER,' elf MC! AND ARE NOT TO BE USED Or, REPRODUCED iN AN MA..., Wirii0U PRIOR WRITTEN PERMISSION Revisions: arg T16 REVISION EDITION g 0. CLOSING DATE eu 2.t PLUMBING UNDERGROUND FLOOR PLAN c==wiiamF=== DATE: 01/20/00 DRAWN BY: CHECKED BY: JOB NO. P1.1 OF 990346