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11308 SW 68TH PARKWAY-15 { +14 •Y t 1 Jehn & Associates, lnc, _ Professional Engineers and Surveyors - wl wind 1.5 JEHN & ASSOCIATES INC safety factor Professional Engineers and Surveyors PateraI= 30.9 psf Maximum Column Tensile Force: ,6 kips ( 1.1 kips ) STRL'CTU P,A L CALCULATIONS PuPl,n= 30.9 psf Maximum Column Compressive Force. 1.0 kips ( 1.1 kips ) PDead+snow= 40.0 psf Maximum Column Shear Force: .5 kips ( 8 kips For ) i�L� .ote Max ,jlumn Tensile Force determined by applying an uplift load and an overturning load. l�i..`IrAISS ANCE APEX ST-9T Project. Renaissance Apex ST-9T The deed load of the structural steel was included in the calculations. Max Column Compressive Force Job No.: 1054-199-211 determined by applying dead load,snow load,and overturning load. Date: 12/09/1999 I I MAX COLUMN Jehn &Associates, Inc. has performed a structural review of the steel-framed structures for the above MAX COLUMN TENSILE FORCE project. The following design loads were used for the review. COMPRESSIVE FORCE } (W/ WIND SF) (W/ WIND SF) Roof Live Load (snow)-30 psf 0.0 f t-k p s I Wind Load-90 mph, Exp. C Prepared for: I Seismic Zone-3 MAX COLUMN SHEAR FORCE (W/ WIND SF) CENTRAL DENVER IRONWORKS The purpose of this review is to provide reaction load values for use in designing the foundation for 4245 FOX STREET the structures, to verify overall structural stability, and to confirm that the principle members and main connections have sufficient capacity DENVER, CO 80?16 ca P ty to support the design loads. Supporting calculations are attached. FOUNDATION DESIGN LOADS APEX ST-9T SKYLARK SHELTER SYSTEMS RENAISSANCE APEX Prepared by: a,uulruwunlf,� COLUMN CONNECTIONS (Bolts) 0 HE J chn & Associates Inc. c .• 4" C+' • ''. •° s �.��� SIZE: ST- 9T Base Connection. Bolt Capacity Total Capacity 5855 Wadsworth Bypass No. Bolt Type Bolts T v T V allowable allowable albwable allowable E?ldg A-Si;ite 100 _ LOADS: Snow: 30,.0 psf 4 A36 3/4 inch 8.4 kips 4.4 kips 33.6 kips 17.6 kips Arvada, CO 80003w Wind: 90 mph Exp. C ��•, 1. . Dead: 10.0 psf Top Connection: Bolt AA, T Bolt Capacity T Total Capacity No. Bolt Type W avowable allowable allowable allowable OVERTURNING/UPLIF-L NOW LOADS 2_ A325 3/4 inch 19.4 kips I 9.3 kips 38.8 kips 18.6 kips Project No. '05a-199.211 Check Interaction: (Tactual/Tallow) + (Vactual/Vallow) < or = 1 1 Wind Pressure: P = CC (UBC) Apex Dimensions: Base Connection: 1.1 kips + .8 Hps = 0.08 OK December 9, 1999 Ce: 1.06 Height: 12.0 ft 33.6 kips 17.6 kips Cg(lateral): 1.40 Length: 9.0 ft Cq(uplift): 1.40 Width 9.0 ft - Top Connection: 1.1 kips + .8 kips - 0.07 OK Iw: 20.80 Column Height: 8.6 ft 38.8 kips 18.6 kips 1.00 11308 SW 68th Pkwy. UP 2000-00472,MEC2000-0047 5855 Wadsworth 6y-Pass • Suite 100 Arvada, Colorado 80003 11308 SW 68th Pkwy, 3 of 14 118 SW 68th Pkwy. (3021 423-6036 • (800) 547-JEHN Fax (303) 467-9438 UP 2000004 2,MEC20 0-0047 i UP zooa•+�a72,MEC2000-0047 tot 14 1054 199-211 199211_9t.xis Page 2 1 of 14 1054-199-211 199211 9t.xls Pagel MISCELLANEOUS WELD CONNECTIONS Note: Assume weld capacity= t kip per inch HIP INTERACTION_: TS 4x2x1/4 Hip (A2) Roof Manufacturer: ITomen Building Components, Inc. Description 1/2" plate& 10"standard pipe column (column cap plate) A: 0.8 kips X,: 2.1 ft X, X 1 + Roof Type: TBC -2.67 x 7/8 Weld Allowable B: 0.8 kips XZ: 4.2 it Panel Gage: 20 r r Y: 3.4 ft I I Panel Thickness: 0.036 in Load Length Load '� C: 0.5 kips D L 1. l kips 31.4 in 31.4 kips OK D: 0.5 kips �- \ Panel Yield Strength: 30.0 ksi Screws: #12-24 x 1 1/4"HVJH TEKSlS @ 12"O.C. Allowable Axial Load: Y Rib Spacing: 12.0 in 55.0 kips �� A Purlin Spacing: 4.5 ft Description. 3/4" plate& 10"standard pipe column (column base plate) Allowable Moment: 72.9 kips `_t J Screw Head Diameter: 0.375 in Weld Allowable Fb: 30.4 kips f 8 Screw Pullout Capacity: 750.0 lbs Lcad Length Load S: 2A in 1.1 kips 31.4 in 31.4 kips OK 0:5;kis Uplift Pressure: 30.9 psf Actual Axial Load (conservative): P HIP REACTIONS I Actual Moment(conservative)-cantilever: 17,kips_ I APEX ST-9T Description: PurIlir connection -between sup (per screw): 138.9 lbs ,,..wable Fofrcle(tearing of panel): 676.7 lbs > Uplift Force, OK OK •u+ Actual Moment(conservative) : 9 kips ,p Weld Allowable Allowable Force(screw pullout): 75'1.0 lbs > Uplift Force, OK OK Load Length Load Interaction Equation: Pactual/Pallowable+ Mactusl/Mellowable (Must be equal to or IFas than 1) .4 kips 12.0 in 12.0 kips OK 0.5 kips 1.7 kips PANEL SPAN: Interaction (cantilever): 55.0 kips + 72.9 kips = 0.03 OK PURLINS AND HIP MENMERS Note Limit total load d,sllection to U360 _ - - I Allowable Span: 5.7 ft (20 GA w/30 psf load -3 span condition) Actual Span. 4.5 ft <Allowable Span, OK Description: TS 4x2x1/4 Purlin/Tension Ring(A) - - - Interaction (between sup:jorts): 0.5 kips 0.9 kips 55.0 kips + 72.9 kips = 0.02 OK Length: 9.0 ft I w 90.0 plf SEISMIC DESIGN: I: 4.7 inZone: 3 S 2.4 in TENSION RING CONNECTION cluaw. 28.0 ksi R 405.0 Ibis I _ ____ _ Horizontal component of hip load= 0.5 kips h„= 11.9 ft (height of building) M 9 k-ft _ I a: 4.7 ksi OK - A Tension at ring connection = 0.5 kips x cos(45) - 0.3 kips FI = 8.6 ft (Column height) W= 5100 lbs (Total Structure Dead Load) f•a 1 5 in ' OK UWP_ 1275 Ibs (Dead Load shealumn r force to wind ROOF PLAN - APEX SI -9T Tension Ring Connection Bolt Connection ( ) No. Bolt Type Bolt Tallownble' Tactual Tallowable Tactual 2 A325 3/4 inch 19.4 kips 0.2 kips 38.8 kips 0.3 kips O1' I Ct= 0.02 (for all other buildings Section 1630.2.2) Z = 0.30 (Seismic zone factor-Ta:)le 16-1) Soil Profile = Sp (No soils info. known -assumed soil type) I = 1.00 (Seismic Importance Factor-Table 16-K) IP = 1.00 (Seismic Importance Factor -Table 16-K) I R = 2.90 (Other self-supporting structures - Table 16-P) io. 20 (Seismic Force Amplification Factor• Table 16-P) Ca = 0.36 (Seis-nic coeff.-Table 117-C)) � I 11308 C = 0.54 (Seismic coeff-Table 16-R) ROOF UPLIFT CAPACITY (assume screwing at every rib) v Period... 1130!1 SW 88th Pkwy. UP 2000-)04477 with Pkwy. MEC200040047 I UP 2000-00472,MEC2000-0047 4 of 11 Page 4 i!of 14 1054-199-211 199211 9t.xls 1054-199-211 199211_9t xis Page 3 11308 9W 811th Pkwy. 1054-199-211 1992119t xis Page 5 UP 2000-00472,MFc2000-0047 - 5 of 14 CmIIII � � IIIIIIIIIIll � � � �LEGIBILITY STRIP � ¢ to II is 14 I �1111le11 1111117IIII�IIIIreIIII�IIIIroIIII�IIaII oIIII�II2Irl�1lhuluzil z111I�Illl2IaII2 lll4!IIIIInzllaiullllzlllellnln27 llll�I 28 IIIIIII2 III9IiIIIIIaIII o 100061 ca CD i t of O I N1►11 1411111111111111 11111111 I oa 25X I, i - r,I COLUfVIN (UNNECTI� Q ram Base Connection: Per Bolt Total ` 77 No Bolt Type Bolt Ip Vanowame V 4 allowable Vactuat A36 3/4 inch 4.4 kips 17.6 kips 3.7 kis OK P Top Connection: Per Bolt Total No. BOIL Type Bolt 0 Vallowable V - allowable Vactuat 2 A325 3/4 inch 9.3 kips 18.6 kips 3.7 kis OK P Conclusion: Column & Column Connections WORK!1 1 1 t 1054-199-211 I 199211 9t.xls-- Page 7 11308 SW 68th Pkwy. UP 2000-00472,MEC2000-0047 8 of 14 w Section 1630.2.2(1997 UBC Vol. 11) Structure Period T= Ct(h")114 r T= 0.13 Design Base Shear... Section 1630.2(1997 UBC Vol. Il) Static Force Procedure V= S„I W (30-4) RT Vtotal= 7411.0 lbs Vaotumn= 1.9 kips (Greater than max column shear force due to wind) Total Lateral Force: Section 1632 (1997 UBC Vo!.11) Lateral Force on Elements of Structures FP= 4.010a115WP (32-1) FP= 1.8 kips (Greater than max column shear force due to wind) iTotal designbase shear: Section 1634.5(1997 UBC Vol. ll) Other Nonbuilding Structures ' V= 0.56C,IW (34-2) ' Vtow, 1028.2 lbs Vcolumn= 0.3 kips (Less than max column shear force due to wind) Earthquake Loads: Section 1630.1.1 (1997 UBC Vol. ll) Earthquake Loads Em= noEh Eh= 1.85 kips (Earthquake Load due to Base Shear or Lateral Em= 3.7 kips Moment= 31.9 k-ft 10"dia Std Steel Column I,= 52.1 k-ft 4 1,= 161.0 in 4 OK S,= 15.9 k-ft 3 Sx = 29.9 in 3 OK r 1054-199-211 199211_9t xls Page 6 11308 SW 88th Pkwy. UP 2000-00472,MEC2000-0047 1 7 of 14 t I IIII ill IIII IIII0111111- 'Mal ccmTmc IIII111fill IIIIIl�IIIIiII1I1 IIIIIItil1l IIII LEGIBILITY STRIP (— IIIII1 I I I II I I I I I I IlliIIII I I�� 1 I�iiI 1I II1u 1 I IIIItIIII 1 IIII I Illl l6 Is Ip 20 sa 23 24 2115 a1e 27 29 2'- 30 CD 1 t allt ` ► oR 1 � ar' 4 �. l R i (E) 16x16 SA CONNECT 10 (N) 8.,� ,-CONNECT TO (E) -- -- - --- - E RA DUCT SA DU T LAS - j wu ora 8::o — 8"0 I n � tlae Ll4 D E ---- - I 250 2509 - - -- - -- --- --- PC H 1 E C ....�...,, ttb --— II D A, B R 0 W S K 1-HR WALLS _ cow AT COMPUTER �� i,' _ - -��)T�ETQ -- ----- -�=i mh f--- --_ '-`_=_ T+� ..^r..TTI'.y...... ..... .:.-..........,.c•.........-.. ............. .. . r ,.. ... .. ......_ .. ..... ......... ... .. ,...- -i ... ....-...-.__., -.............._.,.-......� ^rv.T.. -o.�... .. .... ....... ,•n._� .. .n ..r-...._•.•+._....•...-!�•.-.•. -.m-.....r..r+_ -. .._.. -••+•� ._.- �..... R+. .•.... .-...... _... +nw•.+-•..�.+.�....r.,T'-^•T.^w..w+'•:r^ .++�r�.T^•...n.•..•+IT'. r•n....+^,^r.�-+nom. .. _sem--.i......... +-+.r.� .....,.+T.�r.'r .r. -. +�.r� ..'+'.TT' •r.-:.......,-•R•rR.�+•`irw-'^.T.... Ilk- '12M R I -- H. _L Il t I I T _ r,:C«WUCdL .Tc>ra.ci - r�oa+ .TAG&O _7� JJ W� 77lA - 71se A -— - -- -774 II �} . ._. 00 A Vc9± DABROWSKI �L 1—HR lYA:1.S I 0 2 I 1 1805 SE MLK ,Jr. Blvd. AT COMPUTER�V cow ; 71 4 14 (E) ROOM _ Suite 200 Lb � Portland, OR 97214 w w w w w w w Tel: (503) 239-7377 ELEVATION Fax: (503) 239-7327 i s 27,J �� i NOT TO SCALE office@adarchitects.com TR HANDLING d 44"°"` ZONE 3 r �- Ga,,,NIUIIGN.RGQ+ i t16i TSP i7v1� i � I III � I 2 AREA OF I I+w.L i _ _ _ _. —. !_ - - 2 (N) CITY OF TIGARD o•.�17 REMODEL - � 'b i Aix" HANDLING I 1 A0. 1 �� ZONE 2 Approved.......... l ..( ' Conditionally Approved............ ......................... ( ): --- For only the Wo 98 descnb4k,In: PERMIT N0. c�C 21I�! t70 c�Z� See Letter to.Follow....................................... Job Address: Ale L.j )- 714 1111AMM ALL IDEAS, DESIGNS. ARRANGEMENTS, DRAWINGS, AND PLANS SET FORTH ON 711 DABROWSKI ARCM ARCHITECTS ANY USED REUSE, DISCLOSURE or DSA D PLANS, J Y 1�A 9 , -- ---`-- -- ` - _ i REPRODUCTIONS. IDEAS. DESIGNS, AND OR ARRANGEMENTS OTHER 1HAN B !L!G I ANDERSON & DABROWSKI ARCHITECTS. IS STRICTLY PROHIBITED BY LAW SIL INK WITHOUT THE WRITTEN PERMISSION Of ANDERSON 6 DABROWSKI ARCHITECTS 67AJR 4 71G AIR HANDLING _ ZONE 1 N —�1-�� f Providence i Tigard Facility 0 21r� 7 - - (E) MAIL129* 1 i ROa'I I EN stat TRY LOWY . u�.NMON AREA 7rJD , 206 �---- -- -- - - -- -- - - - --- - - _ _ --_�__-. --- , _, .I PROVIDENCE L - — -- - � wwwwwswwwwwwwwwwwwwwwwwwwwwwwwws! _Il-�--=- -l� - - -- - - SYSTEM EXISTING COMPUTER ROOM INFORMATION SERVICES COMMAND CENTER REMODEL OE REMODEL 2 COMMAND CENTER W NE�Y 'MEWING ROOM N W AREAN " '^ A9. 1 SCALE: 1/16" = 1'-0" A9. 1 SCALE: 1/4" = 1 '-0 Pricing Package Set: 9/21/00 m T-) Hid Set: 9�2V0m 0 ti LECEND Building Dept.: IT T - FIRE ALARM HORN/STROBE GENERAL NOTES CAUTION THIS FIRE PROTECTION DESIGN IS BASED ON BUILDING CONFIGURATIONS Revisions: ` FIRE ALARM STROBE AS OF THE DATE OF THE LATEST REVISION TO THIS DRAWING. V SMOKE DETECTOR 1. MINIMUM SIZE SHALL BE 16 AWG UNLESS OTHERWISE NOTED. E EXISTING 2. FIRE PROTECTION EQUIPMENT IS LOCATED TO DRAWING SCALE AND SHALL BE LOCATED WITHIN 12' OF THE LOCATION SHOWN. Q E EOL END OF UNE RESISTOR 3. ALL WIRE TO PARALLEL BRANCHING NOF REE�NQT PERMISSIBLE. S IS ELECTRONICALLY SUPERVISED. 4. PARALLEL BRANCHING OF WIRE 1$ PERMISSABLE ON ANALOG LOOPS ONLYI n rn �1 —,Me Q��� 5. ONLY WIRE SHOWN ON DRAWINGS IS PERMITTED IN RACEWAYS LEADING TO THE EMU. OF ATER AL FIRE PROTECTION DEVICES. OTHER WIRE SHALL NOT BE PERMITTED. Scale: 1/4' 1'-O' c� ITEM QUANITY DESCRIPTION PART NO. MANUFACTURER 0 1 1 SMOKE DETECTOR - - FP-11 SIEMENS 6. ALL WIRING SHALL CONFORM TO NEC, LATEST EDITION. Project No.: OEG-680h1 2 1 SMOKE_ DETECTOR BASE DB-11 SIEMENS 7. SMOKE DETECTORS SHALL NOT BE MOUNTED IN DIRECT AIR STREAM 3 1 STROBE RSS-2415W-FR WHEELOCK OF AIR SUPPLY DUCTS. 0 File Name: cornctr-fa I DWG = IF 8. FIRE DETECTORS MOUNT IN FOUR (4) INCH OCTAGON BOXES UNLESS OTHERWISE Drawn By: S Bryant U _ NOTED. a, v 9. WIRE DESIGNATIONS: TSP TWISTED SHIELDED PAIR Checked By: 0 a Drawing Date: ---------------v Plot Date: SKEET NOTES T 0 2#14 - + - Sheet Title: U 1016 TSP (D ASSIGNED GNED EXTEND EXISTING BY SIEMENS TECH. MAX 60 ADDRESSES PER ANALOG OG LOOP TO NEW SMOKE DETECTOR. OOPDRESS TO BE Y SHIELD TO BE GROUNDED a + Fire Alarm Plan �- (d) b AT ORIGINATING OUTPUT BOARD FROM EXISTING ( ) TO EXISTING ONLY. SPLICE THROUGH AND HORN/STROBE EXTEND EXIStING AUDIOVISUAL CIRCUIT TO NEW STROBE IN VIEWING ROOM. and Details c SMOKE DETECTOR z a (_) a ISOLATE FROM GROUND AT ALL OTHER POINTS. TO EXISTING HORN/STROBE .� U0 2#14 Sheet No.: f - - FP 11 f DB 11 WIPING DETAIL RSS-2415W—FR WIRING DET�L d FA1 rr I I 11308 SW 881h Pkwy. UP 2000-00472,MEC2000-0047 j 10 o1 14 + i A � Cffl II'I'I Illill'II I il'IIIIIIIII1111111 21 IDIIII IIIIIII I 1111 IIII I Ii�llllII II1 1111 VIIII III!I IIII IIII I IIII IIII I I I II�II! I IIII III I ;�II I IIII III I IIII III.I IIII IIII I I�III�IIII I IIII I II2II 1III►I II2II 21111 I II2II 3IIII I II2II 4IIII I II2IIII�LE6IBILiTY STRIP RIIII IIII lo. fee I`1111�`I"III LII I�IIU IIInlilullnnlnll� 2a 27 28 2 :30 111,t 1111Aiwill,4101 W141,1111111LAW"",I I � lillll t w« I 00 T 1. ,I 77. I:,fir PROVIDENCE INFORMATION 1 k x� A 1 1 SERVICES Command Center Remodel p ABRO�v PROVIDENCE 1805 SE MLK Jr. Blvd. HEALTH Portl ndlt OR 200 97214 PROVIDENCE TIGARD FACILITY Tel: 15031 X39-7377 SYSTEM Fax: (503) 2.'19-7327 11308 SW 68th Parkway, Upper Level (Main) otiice@adarc Itecs.com Tigard, Oregon 97223 M. PROJECT TEAM SITE AND BUILDING DATA SITE MAP SCOPE DESCRIPTION o N ADDRESS: 11308 SW 68TH PARKWAY ��' O fi + Providence Design & Construction Department TIGARD, OREGON PROJECT 4708 NE Clisan g P AREA OF ADi'�II i OCCUPANCY TYPE. B - OFFICE BUILDING., �a THESE TENANT IMPROVEMENT CONSTRUCTION �IISTRA.T OR Portland, OR 97213 �4 REMODEL DRAWINGS ARE FOR AN INTERIOR REMODEL OF AN ""O.A..DRINK AMMOL fft.OIIAwOas. MD RAN NT POST"0" 11oM Mf1TV ARE OND/Y NO AIM TIM MaOt INTY Of MOMOM i CONSTRUCTION TYPE 3N �� EXISTING COMPUTER COMMAND CENTER. SCOPE OF nAn1110 a AaOIM M AM YM. ■ OK ON ONOW MM OF AAM PLMM, CONT 215 Mr. FAX:Simpson 218-8802 IM�aooIIOTIoaa 01"DRINK AND/00 Aw MMOFM oTIM MMI BY CONTACT: Mr. Warren Sim son f WORK TO INCLUDE THE CONSTRUCTION OF NEW wrA"r°O UT ri°wlrrr OF 69 So PROHNIMID AAN)GROw&DA 'AWITRCT& P STORIES 2 WALLS WITH MODIFICATIONS TO ELECTRICAL POWER & _ APPROXIMATE SQUARE FOOTAGE: LIGHTING, MECHANICAL AND FIRE PROTECTION AS WAIN LEVEL (2ND FLOOR) APPROX. 47,875 S.F. ARCHITECT Anderson & Dabrowski Architects LOWER LEVEL (1ST FLOOR) APPROX. 39,375 S.F. REQUIRED. OVERALL SQUARE FOOTAGE IS 1805 SE MLK Jr. Blvd., Suite 200 APPROXIMATELY 850 S.F. Providence Portland, OR 97214 PROJECT INCLUDES: (503) 239-7377 FAX: (503) 239-7327 REMODEL EXISTING COMPUTER COMMAND CENTER DESIGN-BUILD ELECTRICAL, MECHANICAL, ALARM AND CONTACT: Ms. Elaine Dabrowski ■ WITH STATE-OF-THE-ART COMPUTER CONSOLES AND FIRE PROTECTION. Tigard F a c u l t y PROJECTION SCREEN AND VIEWING AREA ACCESSIBILITY BARRIER REMOVAL IMPROVEMENT (COMPLETED) ALL PERMITS SHOULD BE SECURED PRIOR TO THE a.) EXISTING A.D.A. RE8TROOMS 8 DRINKING FOUNTAINS TO REMAIN. .f:: ��- _ COMMENCEMENT OF CONSTRUCTION. TENANT Providcr.cA Information Services b.) ALL r1liOR HARDWARE MEETS A.D.A. REQUIREMENTS. :•>::> : ,...}:'•s. 11308 SW 68th Parkway c.) SITE ACCESSIBILITY BARRIERS COMPLETED. � � �'� � - - _ ALL WORK TO MEET PROVIDENCE HOSPITAL Tigard, OR 97223 = STANDARDS FOR PROCEDURES, PRODUCTS AND (503) 216-4595 FAX: (503) 216-7837 GENERA LIGHTING TO BE MAINTAINED ON CONTINUOUS OPERATION/ TENANT'S �"`� INSTALLATION. PROVIDENCE GENERATOR BACKUP SYSTEM. 1iRS ,:': <:.:.. SYSTEM CONTACT: Mr. Peter van den Berg EXISTING NON-RATED CORRIDOR ON MAIN LEVEL 2N _FLOORl ALL CLOSE-OUT DOCUMENTS TO BE SUBMITTED AS T In-Line Construction THE EXISTING NONRATED CORRIDOR ON THE MAIN LEVEL PER PROVIDENCE HEALTH SYSTEM STANDARDS. GEi�ERAL WILL REMAIN A8-18. NO NEW WORK 18 PROPOSED. THIS CONDITION WAS � H r � _ CONTRACTOR Portland, OR 97008 FIRE APPROVED AND SPRINKLER COVERAGE. ADDITIONAL SMOKE DETECTION, FRs r INFORMATION SERVICES SITE PLAN rF, CO 'ND CENTER REMODEL (503) 842-5117 FAX: (503) 849-3301 THE OCCUPANT LOAD FOR THIS FLOOR REOUI' �: :1 EXITS. CONTACT: Mr. Jeff Stanton NOT TO SCALE ONE REQUIRED EXIT 18 THROUGH THE EXITING I .D STAIR £1 2238 • THE SECOND EXIT 18 THROUGH ONE INTERVENING ROOM. ELECTRICAL Oregon Electric Group A P P R O V E D : Ih Pricing Package Set: 9n/00 i 1010 SE 11th PER 1997 UNIFORM BUILDING CODE, SECTION 1004 - THE EXIT ACCESS CONTRACTOR 1010 OR 97214 SECTION 1004.2.2 TRAVEL THROUGH INTERVENING ROOMS -- KEY PLAN (503) 234-9900 FAX: (503) 234-1001 EXCEPTION 4) WHERE ACCESS TO MORE THAN ONE EXIT IS REQUIRED Bid Set: 13/1/00FROM A SPACE UNDER CONSIDERATION, SUCH SPACES MAY ACCESS CONTACT: Mr. Todd Coffman ONE REQUIRED EXIT THROUGH AN ADJOINING OR INTERVENING ROOM, �O lding Dep WHICH IN TURN PROVIDES DIRECT ACCESS TO AN EXIT OR TOA — O�S1GA CORRIDOR THAT PROVIDES DIRECT ACCESS TO AN EXIT. ALL OTHER CI?Y - r MECHANICAL Fullman Company REQUIRED ACCESS TO EXITS SHALL BE DIRECTLY FROM THE SPACE , UNDER CON8IDLAATION TO AN EXIT OR TO A CORRIDOR THAT PROVIDESAPpt�`�'al�y rAp CONTRACTOR pr�e � ►n 1 5805 SA hood DIRECT ACCESS TO AN EXIT. P woOct ( Revs Portland, OR 97211 ni, (503) 285-1855 FAX: (503) 285-0713 `n© Fo(o k CONTACT: Mr. Paul Lukes S t)L o,Vol A • dot,Address. fo FIRE PROTECTION Basic Fire Protection DRAWING INDEX � � — � SYS'�['EM 940 NE Lombard Portland, OR 97201 • ME • (503) 221-0299 FAX: (503) 221-0553 CRI -- r CONTACT: Mr. Dale Groshong A1.0 COVER ~` ® Im C ® dM � - r� A3.1 EXISTING/NEW FLOOR PLAN & NOTES Scale: N/A _ .,�„ VOICE & DATA Oregon Electric Group °" '�" _-- [� � r� Protect No.: 00141 NETWORKING 1010 SE lith A7.1 CABINETRY ELEVATIONS/DETAILS PE — — Portland.. OR 97214 � File Name: 141AI-00114s (il)3) 234-9900 FAX: (.1503) 234-1001 H F _ •�.. A9.1 NEW RELECTED CEILING PLAN o .tea - CONTACT: Mr. Dennis McCarty . ( � Drawn By: emd Providence Information Services l— �- 9340 SW Barnes Road, Suite 142 ~" checked By: emd Portland, OR 97214 DESIGN—BUILD (503) 216-6425 FAX: (503) 216-2874 MECHANICAL/ELECTRICAL/ L, ,� Drawing Date: _ ^ CONTACT: lir. Alan Crauthers ALARM/SPRINKLER COMMAND � Plot nate: CIT CITY of TIGARD - CENTER Y OF M9.1 ME REMODEL �'� � Sheet Title: MECHANICAL CEILING PLAN COVER TIGARD 13125 SW Hall Blvd. 4 Tigard, OR 97223 E-1 ELECTRICAL POWER � —� (5f13) 639-4171 FAX: (503) 884-7297 rel PIAN �1 � Mr � JIM am JM E-2 ELECTRICAL LIGHTING PLAN ® t9' FA-1 FIRE ALARM FLAN AND DETAILS aim IF za r� t� Sheet No.: 8P-1 SPRINKLER CEILING PLAN � r - EVAN'S COMPUTER EQUIPMENT AND FURNITURE UPPER LEVEL (MAIN)_. _ IFOR REFERENCE) NOT TO SCALE1 rk G 11308 SW 88th Pkwy. UP 2000.00472,MEC2000-0047 11 of 14 gw ,�.....�,�.r-----r�- _........ro.•�.....w......�..........r..........�.�4... ....:�.i..,..�i I � Cm��u��unliiu�nil�1'�i i���iii nii�iii �in�ni in�iiiliui�nii�iiii�ui�iiu�iii�llllllllll�lll111 1111illlll11 1111II1i111111 ii�ui� �lil'Ii'i �1M1 �1►iI ii�liI 7111,1111LEGIBILITY STRIP +OTT-+CT 101 1 12314 1e _ '92021 _ 13 24 28 218 217 28 29 30 of Malo OR: 111166114 11[11111111111WI OL r. I I 11111111114 11 111111111 -... f _ ... .. i pd a 6 i f. a� i �f is t r SPECIFIC EXISTING PLAN NOTES VIEWING SPECIFIC NEW PLAN NOTES -- , --�� O ALL EXISTING ALARMS, ETC. TO REMAIN. _ AREA O ALL EXISTING ALARMS, ETC. TO REMAIN. REFER TO CkILING PLAN FOR {E) (E) — lE) lE) - LIGHT SWITCHING LAYOUT. 7 ` 2 EXISTING ELECTRICAL AND PHONE/DATA IN THE — O WALL TO REMAIN, UNLESS OTHERWISE DIRECTED BY 3 5'-0' 7O NEW WALL TO ALIGN WITH CENTER OF EXISTING RECITE WINDOW MULLION -- PROVIDE STURDY FRAMING AT DOOR AS REQUIRED FOR STABILITY. TENANT. REFER TO WALL DETAIL ON DWG A9.1 FOR ADDITIONAL INFORMATION. LFE(E (E) UEXISTING 2X2 COMPUTER FLOOR PANELS TO O PROVIDE NEW Y-0' X '1'-0' X 1 3/4' SOLID CORE PAINTED BIRCH DOOR IN (E) REMAIN. NF_W 18'X18' COMPUTER CARPET TILES TO RACO DOOR FRAME SYSTEM TO MATCH EXISTING. PWJVIDE HINGES, ) BE APPLIED OVER EXISTING CO"iPUTER FLOOR n 2 �1LEVER LATCHSET, SILENCERS, DOOR STOP - COMPLETE INSTALLATION TO C �1 E) SYSTEM. REMOVE EXISTING f3A8E. ' 4 ® Al.! fo IP v MATCH BUILDING STANDARD.(E) �J T3b96 U FE FE(E) 1 {F O PROVIDE NEW RACO WALL SYSTEM AND RUBBER BASE TO MATCH ---- 9 {E) O EXISTING FURNITURE TO BE REMOVED BY TENANT. (0 (E) 'o AT.I ] FE EXISTING CONDITION. NEW WALL TO EXTEND TO THE UNDERSIDE OF THE AB ROWS K - E) — C Ib 0 lE) EXISTING CEILING. PROVIDE BLANKET OF INSULATION TO EXTEND V-0- COMMAND CENTER TO BE COMPLETELY VACATED (E EACH SIDE OF NEW WALL DULL LENGTH OF WALL. REFER TO ELEVATION 2/'1.1 1805 $E MLK Jr. Blvd. DURING CONSTRUCTION AND FULLY ACCESSIBLE BY THE CONSTRUCI'IGN TEAM DURING NORMAL FOR RECITE GONFIGURAION. REFER TO WALL DETAIL ON OWG A9.1 FOR Suite 200 BUSINESS W)URS. F ------- - - -- -------- - ----- -----_ -------- -- INFORMATION. 3 - --- - ____________ ADDITIONAL ORM Portland, OR 97214 - 6 O EXISTING ELECTRICAL AND PI-IDNE/DATA IN THE WzkLL TO REMAIN Tei: (503) 239-7377 -----------=� _ ------ - - THROUGHTOUT AREA OF REMODEL UNLESS OTHERWISE DIRECTED BY EXISTING &' PIA. CONDUIT AND CABLING TO BE TENANT. Fax: 15031 239-7327 RELOCATED TO NORTHEAST CORNER OF THE ROOM -I ottice(gadarchitects.corn C�1 0 I E) REFER TO NEW FLOOR PLAN. {E) 3 �� NEW PLASTIC LAMINATE CUSTOM CONFERENCE TABLE. REFER TO DWG. A-1.1 Al FOR ADDITIONAL INFORMATION. EXISTING FLOOR MONUMENTS TO BE REMOVED. REPLACE TILES AS REQUIRED. {E) EXISTING 2X2 RAISED COMPUTER FLOOR PANELS TO REMAIN. NEW 18'X18' OMCOMPUTER CARPET TILES TO BE APPLIED OVER EXISTING COMPUTER C Ea f E) g - FLOOR SYSTEM. SECURE TILES PRIOR TO INSTALLATION OF CARPET TILES. O _ EXISTING WALL MOUNTED CLOCK TO BE - _ (E) CARPET TO BE SELECTED. FLOOR PANELS MUST STILL BE REMOVABLE. � 34,1SA U E e RELOCATED. CONFIRM EXACT LOCATION WITH 'ie PROVIDE 1 INSTALL NEW FIBBER BASE THROUGHOUT. w - TENANT. PATCH WALL AS REQUIRED. 001- O REPAINT ENTIRE AREA OF REMODEL W/ NEW PAINT, EXCLUDING RELITES (0 � AND DOORS. COLOR t0 BE SELECTED. D. GON _1 (E) Im COMMAND Q NEW PLASTIC LAMINATE CUSTOM WORK STATI!XL REFER TO CABINETRY J CENTER ELEVATIONS FOR ADDITIONAL INFORMATION. Nlpp E) E) lE lE) FILE CABINETS BY TENANT (N.I.C.) v/y F ° COMMAND � (E) w w � CUSTOM EVANS CONSOLE UNIT. PROVIDE COMPLETE s, ui - -� �) PHONE/DATA/ELEGTRICAL PER MANUFACTURER'S AND PROVIDENCE 19. ALL ane. NOWNe, IUMMIGNMWe,0UMIG 6 AND PLANS SIFT FOKIM ON } (E[­- 0 CENTER ER 0 , (E) REQUIREMENTS. TYPICAL OF (2) UNITS. (EACH STATION TO HAVE (2) PHONE T� �Te AM Ow er nro rue THE ra0�ee'rr or Mff o a l owrowwu ANorneon. ANY oes,ewes, 0e 010OL use of eno MAW C J {rc) AND (2) DATA QUAD.) EVANS TO PROVIDE TEMPLATE OF EXACT LOCATION n�a�VMG M M r mot��n► OF CONSOLE UNITS AND CUTOUTS FOR PHONE/DATA' ELECTRIC SIL. eeniout wMMIN�w or n�ar oA� neanecn 1 Il EVANS PROVIDED EQUIPMENT CUBBY UNIT. PROVIDE PHONE/DATA AND 18 ELECTRICAL AS REQUIRED BY EVANS AND PROVIDENCE L6. II CUSTOM EVANS PROJECTION DISPLAY UNIT. PROVIDE COMPLETE € EQUIP. RACK _ O DATA/ELECTRICAL PER MANUFACTURER'S AND PROVIDENCE I.S. 1 8 0 42'8x38 l4)PROJECTOR 3 WITS 12 38 /lE REQUIREMENTS. TYPICAL OF (4) UNITS. CUSTOM f'-0' BASE TO INCREASE Providence E) IS'- x48• HEIGHTOF DISPLAY UNITS FOR BETTER VISIBILITY TO BE PROVIDED BY Tigard Facility _ R3044 TW60 - R3044 E) l I ) EVANS. E) ] r� ( 13 13 C:•USTOM EVANS RACKMOUNT UNIT. PROVIDE COMPLETE _____ PHONE/DATA/ELECTRICAL PER MANUFACTURER'S AND PROVIDENCE I.S. REQUIREMENTS. TYPICAL OF (1) UNITS. EXISTING RELITES TO REMAIN. (E) P03 PROVIDE NEW BUILDING STANDARD HORIZONTAL BLINDS AT ALL RELITE , 14 WINDOWS AT SOUTH WALL ONLY. PROVIDENCE EXISTING FLOOR PLANPROVIDESHEALTH YSTEM NEW ELECTRICAL IN WALL. SYSTEM A3. 1 SCALE: 1/4" = 1 '--0" DEMOLITION GENERAL NOTES2 NEW FLOOR PLAN O EXISTING 6. 01A. CONDUIT AND CABLING TO BE RELOCATED TO NORTHEAST CORNER OF THE ROCN. PATCH WALL AND CEILING AS N A3. SCALE: , 1/4" = V-0') N REQUIRED. REINSTALL AS DIRECTED BY TENANT. INFORMATION SERVICES la RE-INSTALL TENANTS WALL CLOCK CONFIRM EXACT LOCATION WITH COMMAND CENTER REMODEL I I GENERAL LEGEND WORK FREflidIRED PRIOR TO DEMOLITION: CONTRACTOR TO PROVIDE SUFFICIENT NOTIFICATION OF THE WORK SCHEDULE 9/20/00 DUPLEX OUTLET TO THE BUILDING OWNER AND ADJACENT DEPARTMENTS. Pricing Package Set: FOURPLEX OUTLET ALL TEMPORARY FANS, BYPASS DUCTS, AND OTHER MECHANICAL AND Bid Set: 9/21/00 ELECTRICAL MODIFICATIONS NEEDED TO MAINTAIN EXISTING CLEAT; AIR INDICATES HEIGHT 'ABOVE FINISH FLOOR' TO SUPPLY CONDITIONS FOR THE FACILIT'r SHALL BE IN PLACE. 11/21/00 x' air. CENTER OF ELECTRICAL ITEM. ALL ELECTRICAL ITEMS WITH NO WEIGHT INDICATED SHALL BE 15' WORK INCLUDED: Building Dept.: ABOVE FINISH FLOOR PER AZ.) A. DO ALL DEMOLITION REQUIRED FOR COMPLETION OF WORK SHOWN ON — GROUND FAULT Clfy-UIT i.JTERRUPTER ELECTRICAL DRAWING:. Revisions: — GFI OUTLET 2 SALVAGE -� SPECIAL OUTLET TO BUILDING OWNER: GENERAL NEW FLOOR PLAN NOTES N 0 T E M : COPUTER OUTLET THE FOLLOWING MATERIALS REMAIN PROPERTY OF THE BUILDING OWNER: - -4 TELEPHONE OUTLET - MATERIAL AND EQUIPMENT SHOWN ON DEMOLITION PLAN WHICH INCLUDES, BUT 1 THE DRAI,TNG9 INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN REFER TO PROJECT MANUAL LIGHT SWITCH 18 NOT LIMITED TO: LIGHTING FIXTURES, HVAC GRILLES, MIXING BOXES, CONCEFr, DIMENSIONS, AND MAJOR ELEMENTS OF STRUCTURAL. SYSTEM. AS SUCH, THE DRAWINGS DO NOT FOR ADDITIONAL INFORMATION DAMPERS, ELECTRICAL, CEILING TILES, FURNITURE, ETC. NECESSARILY INDICATE OR DESCPIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION ON ALL EaUIPMENT AND CUSTOM FIRE ALARM/STROBE REMOVE AND STc7RE ON SITE WHERE DIRECTED MY BUILDING OWNER OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE BASIS OF THE GENERAL SCOPE INDICATED CABINETRY PROVIDED BY EVANS. { [rJ OR DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK ---- 0 THERMOSTAT CONTRACTOR IS RESPONSIBLE FOR Scale: I/4' - I'-0' 3 REGULATORY AGENCY REQUIREMENTS 2 THE CONTRACTOR SHALL VISIT THE VTE TO BECOME FAMILIAR WITH EXISTING CONDITIONS. HE SHALL O KEY NOTE QAFETY REQUIREMENTS: INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT AND SHALL NOTIFY COORDINATING AND PROVIDING ALL THE ARCHITECT OF ANY CONDITIONS REQUIRING MODIFICATION PRIOR TO CONSTRUCTION REQUIRED EL EC.�PHONE�DATA REQUIRED Project No.: AD 00141 IF MORE RESTRICTIVE THAN THOSE SPECIFIED HEREIN, CONFORM TO BUILDING 3 THE CONTRACTOR SHALL COORDINATE ALL TRADES RELATED TO HIS WORK BY EVANS AND PROVDENCE I.S. DEPT. File Name: 141A3-IDWG COBE REQUIREMENTS AND TO ANSI A10to 'SAFETY REQUIREMENTS FOR _ DEMOL ITION'. 4 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE CODES, REGULATIONS, AND ELECTRICAL AND MECHANICAL IS ORDINANCES. DESIGN—BUILD. CONTRACTOR TO COORDINATE Drawn By: E. DABROlI1SK1 4 EXISTING MECHANICAL, PLUMBING, AND ELECTRICAL 5 ALL WORK SHA:L BE PERFORMED WITH PROCIEDURES SET FORTH BY PRODUCT MANUFACTURER'S REQUIRED SCOPE OF WORK DIRECTLY Checked By: DEMOLITION LEGEND ALL PRECAUTION£ AND REQUIREMENTS LISTED ARE THE RESPONSIBILITY OF STANDARD S'4CIFICATIONS OR STANDARD PRACTICE PROCEDURES PUBLISHED BY TRADE ASSOCIATIONS. WITH EVANS AND PROVIDENCE I.S. DEPT. — —THE CONTRACTOR AND MUST BE TAKEN TO INSURE PROTECTION OF ALL WHEN SEPARATELY BOUND SPECIFICATIONS ACCOMPANY THESE DRAWINGS, THEY SHALL BE CONSIDERED Drawing Date: ADJACENT DEPARTMENTS. PART OF THESE CONSTRUCTION DOCUMENTS. -- --- — - - -- - EXISTING TO BE REMOVED Plot Date: COORDINATE ALL SYSTEM SHUT DOWNS APPLICABLE TO DEI'tO WORK WITH 6 CONTRACTOR 5 EN AAL L VERIFT" DIMENSIONS AND NOTIFY ARCHITECT OF ANY DISGRRPANGIES PRIOR TO BUILDING OWNER AND ADJACENT DEPARTMENTS. CONSTRUCTION. ALL FIELD D!MENSION5 TAKE PREGEDEMCE OVER DIMENSIONS ON DRAWINGS. Sheet Title: PATCH ECTTRICALL., MECHA�NICAL�ANDD PLLUMBING SYSTEMS HAVE BELE VACATEDwas TO USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE DRAWINGS. EXISTING PLAN,/ MEET CODE AS REQUIRED TO FINISH OUT SPACE. ANY DIMENSION NOT GIVEN ON MANS SHALL BE AVAILABLE FROM THE ARCHITECT. - TERMINATE ALL EXISTING ELECTRICAL IN WALLS, FLOORS, AND CEILINGS AS *1 LARGE SCALE DETAILS TAKE PRECEDENCE OVER SMALL SCALE DETAILS. NEW FLOOR PLAN REQUIRED t0 ACCOMI'10DATE NEW FLOOR PLAN, UNLESS OTHERWISE NOTED. 8 ANY DETAIL THAT APPLIES TO A PARTICULAR SITUATION SHALL APPLY TO ALL SIMILAR SITUATIONS. IF AN ITEM IS INDICATED ON THE DRAWINGS AS (NIC), IT 18 NOT IN CONTRACT'. SUBSEQUENT DRAWINGS AND 5 VERIFY EXISTING CONDITIONS/PROTECT FROM DAMAGE SPECIFICATIONS WILL BE SUBMITTED BY OTHERS FOR SEPARATE APPROVAL AND BUILDING PERMITS. CONTRACTOR TO VERIF YALL EXISTING CONDITIONS AND DIMENSIONS WHICH 10 CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING PERMITS. Sheet No.: EFFECT THEIR WORK AS DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. 11 ;F AN ITEM IS INDICATED ON THE PRAWINGS AS (NIC), IT IS 'NOT IN CONTRACT'. SUBSEQUENT DRAWINGS AND SPECIFICATIONS WII..L BE SUBMITTED BY OTHERS FOR SEPARATE APPROVAL AND BUILDING PERMITS. ALL EXISTING WORK SHALL BE PROTECTED FROM DAMAGE AND RESTORED TO 'AS NEW' CONDITION IF DAM 'SED. THIS APPLIES TO ALL 12 ANY DAMAGE t0 EXISTING MATERIALS AND/OR CONDITIONS THAT ARE t0 REMAIN OR BE REUSED SHALL &,6CpNTRACTORS• BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE SUCH EXISTING MATERIALS �' 1130t sw seen Pkwy, AND/OR CONDITIONS AT NO ADDITIONAL COST TO THE OWNER UP 2000-00472,MEC2000-0047 12 of 14 ,� .. . . »«....._...._ _ .--- - __ _.._.__..� - .�.-..—._---•�._. ...._._. _.., _ .. _ .. -.../ir1Y, r...arrw,awuA•mwuc*ndSc:-.as►+w;. 'ww+r.w,.-. nwsi.Alq: i 1111 IIII IIII IIII IIII IIII IIII IIII III _�. ��.{ "'-. Cm I I I I I I IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII 1111111 II�IIII IIIIIIIII IIIIIIIIIIIIII�IIII IIIIIIIII IIIIIIIII IIIIIIIII1111�1111 IIIIIIIII IIIIIIIII Illjllll IIII�IIII IIIIIIIII IIIIIIIII IIIIIIIII LE6ILILITY STRIP N o 1Io 111 11z---- -- 10MM.1 CM 113 114 IIB 117 rA 19 20 2I 1 2I 2 23 24 28 28 27 28 29 30 1 1 1 •. a. sr!�' 1. n f Qf os sir r' 4 ar 46 M S C - -------- 12'-8� -- A ROWS K _. 1805 SE MLK Jr. Blvd. NEW RELITE/ Suite 200 �WALL Portland, OR 97214 Tel: (503) 239-7377 Fax: 1503) 27 �I olce@adarchitecS Nlco@adarchitects.com NEW RECITE/ � / / I WALL -, / / Ill / CONFERENCE ��� � CAISTOM I COMP-� COMP.I TABLE �►c;J c_------__J D• • M —.808\ �� OF 0 KEYBOARD TRAY BY TENANT 4' 4' ALL MMA%09914ft A1MANeMM M DRAWMOR,MW PLAIM UT Patel ON np� Oman AN O By AID rue nM Pawn IV ort AI001I801 a oAMowM0 AM MMM AM W MOL 04 oNOLaaM OF•AO ftAft BOX/BOX/FILE 111AP600UMINI ,10"NOW AI0/0I1 AnAmemnu f,aim ina w W/ PF_NDAF=LEX A�ow•oM i DMVW Mo A�nvro. a •nearer PROMPM it LAW 1MRIIOIR IM WORM PeMMS M Or AID' MOM i DIMOWMo AMd117111IMM SYSTEM Providence NEW WORKSTATION NEW CONFERENCE TABLE NEW RELITES AT ' ' Tigard Facility AT CONFERENCE ROOM AT CONFERENCE ROOM j C0MMANA.; CENTER AREA SCALE: 3/8" = V-0" A'i. SCALE: 3/8" = 1'-0" �11 SCALE: 3/8" = V-0" PROVIDENCE N 0 T E HEALTH SYSTEM I REFER TO PROJECT MANUAL FOR ADDITIONAL INFORMATION INFORMATION SERVICES ON ALL EQUIPMENT AND CUSTOM COMMAND CENTER REMODEL CABINETRY PROVIDED BY EVANS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING ALL REQUIRED ELEC./PHONE/DATA REQUIRED Pricing Package set: 9n1/mm BY EVANS AND PROVDENCE I.S. DEPT. Bid Set: eel/oo I ELECTRICAL AND MECHANICAL IS Building Dept.: U/21/mm DESIGN—BUILD. CONTRACTOR TO COORDINATE REQUIRED SCOPE OF (PORK DIRECTLY WITH EVANS AND PROVIDENCE I.S. DEPT. Revisions: 4 GENERAL CABINETRY NOTES I CONTRACTOR TO PROVIDE SHOP DRAWINGS TO ARCHIETCT FOR ALL CABINETRY WORK Scale: AS NOTED PRIOR TO FABRICATION. 2 CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO CA13INETRY FABRICATION. Project No.: AD 00141 3 ALL COUNTER TOPS SHALL NOT EXTEND FURTHER THAN 4'-6' WITHOUT UNDERCABINET File Name: 141AI-I.DWG SUPPORT. WHEN COUNTER SUPPORT IS NEED TO REDUCE SPAN TO LESS THAT: 4'-61, USE --- — PLAM COUNTER BRACE. Drawn By: E. DABROWSKI 4 ALL COUNTER TOPS ARE TO EXTEND 3/4' PAST THE OUTER MOST FACE OF BASE UNIT. Checked By: 5 ALL NEW CABINETRY TO NAVE CONCEALED EUROPEAN HINGES, A CHROME WIRE PULLS — –AND P. LAM. EDGES (NOT PVC), Drawing Date: y 6 ALL EXPOSED SURFACES AND OPEN CABINETRY TO 15E P.LAM (NOT MELAMINE) UNLESSPlot Date: I OTHERWISE NOTED. 7 ARTICULATED KEYBOARD TRAYA BY TENANT. Sheet Title: 1> PROVIDE 2' DIA PLASTIC COZOMMETS WHERE REQUIRED FOR CABLE ACCESS. CABINETRY ELEVATIONS i Sheet No.: A7o 1 I'll 308 aw 68th Pkwy. UP 2000-00172,MEC2000.0047 13 of 11 i _•s:...,.-.,,»,w,r�..,w,...w•..�iun.,: �:... �wramc.,anw.r.,w.,......z. ,�rw.+ww..,,...: ` _ _� __-____. �uu iinliln .nuii Inl�nli nll�iill lilnll .,l�ii..li. lnll I nl�iii!I Inll Ilui1 .1-4I-IllIla 10 11 i2 '3L6I6ILIT1STRIP rf I n `re1 l►I lill�i nIiul11 I n( il IlulQilIIialo( lll I ual' 22iu2"n43u2ailuluz!Ilalulllu2lleef7 (anl luz7-ul:l 28 l Illiiai�vi30 i •MI I i•k i :a M :1 j } 1 9 1 -- �SE SPECIFIC NEW CEILING - - _ G NOTES -� woan Xal 22 O MODIFY EXISTING RETURN/SUPPLY AS REQUIRED FOR NEW WALL CONFIGURATION AND USE OF SPACE. PROVIDE - _ -- COMFORTABLE WORK ENVIRONMENT. S 8 C4.GWTO MODIFY EXISTING SPRINKLER LAYOUT AS REQUIRED FOR A B R OVIIS K 1-HR HALLS ; r T,�, Jn2b -- �VE�s CONFIGURATION. MAINTAIN 100% SPRINKLER AT COMPUTER�V "o�°"' 8 �ro 0 (E) �' 0 1805 SE MLK Jr. Blvd. (RAISED ROAR FLOOR) ■ 2w � —' G REFER TO NOTE I, MODIFY HVAC AS REQUIED FOR NEW Suite 2OO r Portland, OR 97214 � �_� � � � EQ�uIPMCE�lSTG�OADS.S REQUIRED FOR NEW 7e1: (503) 239-7377 ■ Fax: (503) 239-7327 ■ AIR HANDLING .� l 1 -><�, ; ,-><., ,><, Q PROVIDE NEW LEDALITE, SOLEO SERIES, SEMI-INDIRECT ott Ce d r h ■ ZONE e r — ra. — -- - =J_�_ _-__ � �j FULLY PERFORATED PENDANT TYPE FLUORESCENT LIGHT I Cha 8 C IteCtSLCOfl1 ■ run 1 2a n FIXTURE. ' a s*a ' ; 226 9 - O MODIFY EXISTING SMOKE DECTECTION COVERAGE AS REQUIRED FOR 100% DISTRIBUTION. ' 6 AREA OF � , ■ _ (OSD• O EXISTING SUSPENDED CEILING TO REMAIN. DATA COVER - ■ REMODEL � 20 1 AIR HANDLING ■ � �' ■ T* ' 1 ZONE 2 ■ 0 4 0 O PROVIDE NEW LIGHT SWITCH FOR NEW PENDANT FIXTURES. (DUEL LIGHTING DESIGN FOR BETTER LIGHT LEVEL nj Ell e ■ ab ab ab ab CONTROL). 40000, 14y ■ "� — — — ><��� ` O MODIFY EXISTING LIGHT SWICHING AS REQUIRED TO ■ 214 — — ---\ - '-----_-` - ' ---- ACCOMMODATE TO LIGHTING LAYO�JT. r, T- 1 20, ■ '' I5 EXISTING 2X4 LIGHT FIXTURES TO BE REMOVED AND ■ STORED FOR FUTURE USE BY BUILDING OWNER. REPLACE `e"DS_�51�� 1 CEILING TILES AS REQUIRED FOR LIKE-NEW CONDITION. Ali pA/.pR«�AMAl1YlIN19M OM��MW PLOW WT rom ON TIMI SHIM AM owrn BY AND AN 'nM wlowlTT OF Aloarow A ■ i r -- — — — — — —.._. - _. — ana e ■ oAMowNn AOOIrfE0T0. AMY UW.�.. a+l olec�oellllt 0R uw p.AIMI. 41 17" O RELOCATE E::ISTING 6' DIA CONDUIT. REPLACE CEILING > M/A0.avow. AMp/b�AMA ».OTIM TMAII it ■ ra. TILE AS REQUIRED FOR LIKE-NEW CONDITION a OAMNOTrlely ANCINTEM M oTIMMY PROMOM MT LAW 1111 WIT TIS 11er11o1 PNOWS M Or AIVNISM&OAINWft O AMMMOM $TwY!t ■ YID 4 ■ qac AIR HANDLING ■ F.- --- -------- — ■ ZONE 1 I ab ab r u EXISTING STROBE TO REMAIN. REFER TO ALARM DWG. 1 NOTEe ■ ><. r FOR ADDITIONAL INFORMATION. L 1NDER Fi.00R M1/AC SYSTEM b.NON-RATED RELITES M iNTER10R -- — — — — -- ■ TO SERVES ZONES 1 AND 1 ONLY 1►yti,,.8. ■ 41O Providence ■ s.NON-RATED.MIqtlOR uW LS ARE b.PRE-ACTION SM0KLER SYSTEM ■ O D N 0 T E ■ e AT ZONES 1 AND 4 ONLY. ■ T d l t ■ 3.ALL INTERIOR WALLS EXTEND TO DcIBTpJG CEILING LINT. RF ,.NEW OVEEAD DUCTED HVAC 01• w i ga r a c i i y ■ SYSTEM AT ZOA'E 3 ONLY. I (E)2ar8 S.D. ■ 4.CFEMIC.4L el�O&ON SYSTEM REFER TO PROJECT MANUAL TO eE00.SYSTEh!SERVES I PIAL ■■ zOr88 I AND z. FOR ADDITIONAL INFORMATION '>< ><'a' Rew. i ON ALL EQUIPMENT AND CUSTOM ■ �,,�,�,,AN" ■ '� `------- L__----- ----�J CABINETRY PROVIDED BY EVANS. ■ aoe�] ; 'd' las O ■ _ CONTRACTOR IS RESPONSIBLE FOR 4COORDINATING AND PROVIDING ALL PROVIDENCE ae � w . � elos �� � � � � elo � .� �I�la . �rr� l� �ae ■ele �� REQUIRED ELEC./PRONE/DATA REQUIRED yM H BY EVANS AND PROVDENCE I.S. DEPT. ELECTRICAL AND MECHANICAL IS EXISTING COMPUTER ROOM INFORMATION SERVICES �., DESIGN—BUILD. CONTRACTOR TO COORDINATE 1 W AREA OF RCEILINGREQUIRED SCOPE OF WORK DIRECTLY COMMAND CENTER REMODEL N 2 NEW N WITH EVANS AND PROVIDENCE I.S. DEPT. a A9. 1 SCALE: 1/16 = 1 '-0" JA9.1 SCALE: 1/4" = 1'-0" Pricing Package Set: 9!21/00 CEILING LEGEND Bid Set: 9/11/00 oclerNo••caNMaere TOPPNO, Building Dept.: 8/21/00 6LAD OvMt KETAL FLOOR DOCK\ EXISTING 2x4 SUSPENDED FLUOR LIGHT FIXTURE TO REMAIN. \ Revisions: GENERAL CEILING PLAN NOTES EXISTING 2x4 SUSPI NDED FLUOR - — � x�- LIGHT FIXTURE TO BE RELOCATED/REMOVED I. THE REFLECTED CEILING PLAN IS FOR GRID AND LIGHT FIXTURE ° -RAT D eH OUN Oftflift 7 LOW NONrdM m PLACEMEN1i 'ORIENTATION PURPOSES ONLY. 00NEW INDIRECT PENDANT TYPE SUSPENDED FLUCR. duu ps CMILM 2. EXISTING SUSPENDED CEILING TO REMAIN. LIGHT FIXTURE -�lta1-*1 AfrJ PIXTIMI 3. ELECTRICAL BIDDER DESIGN SUBCONTRACTORS TO REVIEW ooATIM NON-RaTw TUD 01.116110mew CONST. DOCUMENTS AND SPEC. AND VISIT THE SITE IN (r411erw CIMM ae�l-MMIlcT LkW4T pxfJM PREPARATION OF ELECTRICAL SYSTEM, CIRCUITRY, POWER p Scale: Ifo ■ I 0 OOMPIM W. -LIGHTING, AND FIRE ALARM DRAWINGS, SUBMITTALS AND bD SMOKE DETECTION DEVICE Tree rru L PAML GY&WK Air CONSTRUCTION BIDS AND PERMITS. Project No.: AD 00141 ew�OR Ti�IGT u►4LL TO 9DCr oN 4. HVAC BIDDER DESIGN SUBCONTRACTORS TO REVIEW CONST. ON TOP F D MYiOR FLOOR MAL M coeea�r0 s CP 61- O EXISTING SPRINKLER HEAD aaela neol(va ouawW.IMAe�AT A nK°1`A''o`oc DOCUMENTS AND SPEC. AND VISIT THE SITE IN PREPARATION OF File Name: 141A9-IDWG !IM 1V.4 AT Gt�RIGAl14L1 C4MlGTIO�L 0 11 ii �'co�aitlwei cocR AM ReuTZ HVAC SYSTEM DUCTWORK, ZONINCs, SUPPLY 4 RETURN AIR co�omOKwu�Ats ► Ant To rr►Ta4 lXlpTfq PLACEMENTS, DRAWINGS, SUBMITTALS AND CONSTRUCTION BIDS NEW SPRINKLER HEAD Drawn By: E. DABROUIBKI AIO PERMITS. A I R IN A N D L I N G AIR W A N D L I N d ® MECHA;NICAL DIFFUSER SUPPLY ZONE 3 Checked By: : ONE � 5. PROVIDE 100X SPRINKLER COVERAGE. (EXISTING GRILLE SHOU.N, RELOCATE AS REQ111lnaFD (DUCM OVO4,eAD WAG OYSTIM (M CTB1 0VM%eAD HVAC"TBM) FOR NEW WALL LOCATION AND ROOM HVAC DEMANDS - GIDE I S. PROVIDE 100% FIRE / SMOKE DETECTION. REFER TO DESIGN-BUILDING MECHANICAL DRAWING.) Drawing Date: CC111MAND COM1'Ci!EIDE ® MECHANICAL DIFFUSER AIR RETURN Plot Date: 1. (EXISTING GRILLE SHOWN. RELOCATE AS REQUIRED rroa-Ramie FOR NEW WALL LOCATION AND ROOM HVAC DEMANDS - Sheet Title: ITE A609MBLY, REI R TO DESIGN-BUILDING MECHANICAL DRAWING.) - Noll-RATIO EXISTING CEILING PLAN/ ML DENOTES EXISTING TO REMAIN NEW CEILING PLAN Ij NOTE INDICATOR s NEW LIGHT SWITCH Sheet No.: f i I; WALL TYPE A 3 NEW NON - RATED WALL A9. 1 SCALE: 3/8" = 1'-0" 11308 sw sea,Pkwy. UP 20004)0472,MEC2000-004' 14 of 14 , t.. .....-..un.......,. 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