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Plans (56) BU P2019-0015 1 OffOFFICE COPY SW Eocust Street cy) 0 L-.'/ t�oG - 111 imilllll fl lllllilfllill_ r�� JJ 1' :�i17ll „ II r� -. M III egtocaz sl IIiI11;I11I++I+�4►if'lii1l _- r I Y I 1 C .:'�``'___ E STRUCTURED PARKING ; 9. ! �•k _ A I, o 0 - _, =IJ /1 G E N EVA F I NAN C I A I_ Architecture . Interiors , PERMIT _-/ -- > d J Planning Engineering VALIDITY OF _ ®� .� °11133°119 :_ k' 11 .HI lid- THE ISSUANCE OF A PERMIT _- m .. 41� • ,.:tet ,-- BASED ON CONSTRUCTION a `-. c ' „, TEN1ANT IMPROVEMENT �`!' ' q ... . II `� _ DOCUMENTS AND OTHER :- rr� ' .,�0� ��� ,��: +� . . _ RECEIVED DATA SHALL NOT PREVENT / aua - THE CODE OFFICIAL FROM 1 . . > _.. . �'R' ao.arncs - THE CORRECTION F :" °'. a . - / 2 LINJOLNJ : SUITE 1 40 JUN 26 2019 Portland, OR 503.224.9560 REQUIRING7/' � ►' -- CITY OF I-UGARD OF ERRORS. OSSC 105.4 - IIr'Nx,l,//,�fi� `. I f ` , :` � BUILDING DIVISIONvancotivar, WA 360.695.78 �. . ,, , i - TIGARD (DREGON . OFFICECOPX , 1 - — Seattle, WA '� l R tam= sum'A 4 CITY OF TIGARD 206.749.9993 aii; kll hli{ --7: lwww.mcknze.com .,11_ - REVIEWED FOR CODE COMPLIANCE ) T It C. :. , ��' I I I I I I I'f ni Approved: `N.l r,W III+lIIt11E' !III'�'1 OTC: -IA . - MACKENZIE . ENT � �_� = STRUCTURED PARKING ri. STRUGTOAEp PARKING = PGrmlt $:ti' li�l+ ,,,i l 111 - ` 11 _ .,� ' 31�'--rDi 1 �� �I ifil„1EIliTi�itl,�illl�lui �' Address: ) __i� S4.f Ti-4Gv1 uv r� I,i;-ii; 1iIIIISIIISII oiII ii II II 11111iiii liii IIIIIIH� Client a - Suite#: /416 swo.k Street AREA OF WORK By: .i 1” Date: (..,-. c.,- I q SHORE STE I N 1 SITE MAP , PROJECT LEGEND INDEX OF DRAWINGS mu 0.0 NOT TO SCALE GENERAL "i f_= EXISTING CONSTRUCTION TO BE DEMOLISHED G0.01 TITLE SHEET, SITE MAP, KEY PLAN, CODE SUMMARY, LEGEND AND NOTES • , EXISTING WALL TO REMAIN ARCHITECTURAL , A1.10 DEMOLITION PLAN, PARTIAL FIRST FLOOR PLAN, REFLECTED CEILING PLAN, DETAILS AND NOTES Project inn on EXISTING DEMISING WALL GENEVA FINANCIAL . „ . EXISTING 1-HOUR RATED WALL TO REMAIN SUITE 140 •• ■ �A - • EXISTING COVERPLATE TENANT EXISTING DUPLEX OUTLET SCOPE OF WORK IMPROVEMENT \., ---LAI THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF 2 LINCOLN EXISTING LIGHT SWITCH APPROXIMATELY 1,863 SQUARE FEET ON THE FIRST FLOOR OF SIX FLOORS TOTAL.WORK TO INCLUDE 10220 SW GREENBURG RD. C .. I DEMOLITION AND NEW FINISHES. TIGARD, OREGON _} . 0T EXISTING THERMOSTAT , u I — moi VALUATION: $14,000 ■ L S 1`l ■ EXISTING COVERPLATE TO RECEIVE NEW VOICE/DATA S FAO EXISTING FIRE ALARM `�C�� ''�+�C, 11 L � � , Q ° e, . P EXISTING FIRE EXTINGUISHER D. I H _ DESIGN/CODE DATA { JJ NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION . /A' (Al ' ` re hI Ifs] 3CODE SUMMARY LE END GOVERNINGCODE: 2014OREGON STRUCTURALSPECIALTYCODE OCCUPANCY: B • jX FLOOR FINISH INDICATOR ARROWS CONSTRUCTION TYPE: TYPE f-B r ,n P4R I, +REGI 14 L "j� [ MiC EXISTING 2'X4' CEILING GRID TENANT AREA: APPROXIMATELY 1,863 SQUARE FEET �j� ■ ' `q , - E EXIT ACCESS OCCUPANCY LOAD: 19 {,``;' OF 0 Q ® PROPOSED EXIT SIGNAGE i EXISTING 2'X4' LIGHT FIXTURE TO REMAIN 1 "` 1 REQUIRED EXIT, 3 EXITS PROVIDED. IL pw L �` —--- — � � MACKENZIE 2019 I 1741=PI I S _� . FIRE EXTINGUISHER LOCATION EXISTING SUPPLY/RETURN VENTS TO REMAIN I BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY ALL RIGHTS RESERVED Isom ®I I V AREA OF WORK \� GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. THESE DRAWINGS ARE THE PROPERTY En , - I EXISTING SPRINKLER TO REMAIN EXIT _ OF MACKENZIE AND CE ARE ANY A BE USED OR REPRODUCED IN MANNER, J * * ai +•• COMMON PATH OF EGRESS TRAVEL= 4T 5" ® PROPOSED EXIT SIGNAGE WITHOUT PRIOR WRITTEN PERMISSION EXPANSION SUITE 130 SUITE 140 PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE CONFIRMED THROUGH DEFERRED SUBMITTAL SEPARATE PERMIT REVISION SCHEDULE Delta Issued As Issue Date ALIGN FACE OF FINISH WITH FACE OF FINISH 2014 OSSC SECTION 107.3.4.2 (BY SEPARATE PERMIT) A ip2 CODE SUMMARY PLAN 1., ELECTRICAL EXIT ILLUMINATION 11 0,0 FIRST FLOOR NTS NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT PROJECT GENERAL NOTES SYMBOLS AND REFERENCES INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL A, THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT.THE PROJECT INTENT IS TO PROVIDE FOR A COMPLETE,WORKING SYSTEM. PROJECT NORTH TITLE: B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION,AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. TRUE NORTH CONTACTS TITLE SHEET, C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS,AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY SITE MAP, KEY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. ARCHITECT CONTRACTOR PLAN, CODE D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL BE 1111 MACKENZIE RUSSEL CONSTRUCTION KEYNOTE SUMMARY, CALLED TO THE ATTENTION OF MACKENZIE. SPACE NAME 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE PRECEDENCE OFFICE' SPACE # PORTLAND, OR 97214 TUALATIN, OR 97062 LEGEND AND IDENTIFICATION 114 OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. ® FLOOR FINISH CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT NOTES TEL: 503.224.9560 TEL: 503.692.9002 F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. P RB WALL BASE FINISH FAX: 503.228.1285 EMAIL: DSTURDIVANT@RUSSELLCONSTRUCTION.COM VANT@RUSSELLCONSTRUCTION.COM ' G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL FINISHED FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS FLOOR. WALL FINISH EMAIL: LCARPENTER@mcknze.com CCB: 58918 DRAWN BY: CAK H. DO NOT SCALE DRAWINGS. CHECKED BY: LJC, PDK I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. LANDLORD/OWNER SHEET: J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR SHORENSTEIN REALTY SERVICES RECYCLING/RE-USE OF DEMOLITION DEBRIS. 5335 MEADOWS ROAD, SUITE 275 LAKE OSWEGO, OREGON 97035 CITY OF TIGARD K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE CONTRACTOR WILL COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY MATERIALS, BOTH Approved by Planning DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR OCCUPANCY BY TENANT. CONTACT: ROB FABIAN L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. TEL: GO • 01 A RFABIAN@SHORENSTEIN.COM 44 Date: CP'Z�P -- EMAIL: RFABIAN Initials: -- M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND PROTECTED UNTIL IT IS REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL COORDINATE WITH THE JOB NO. 15095'! .47 OWNER. PERMIT SET: 06/21/2019 21509514714 DRAWINGS\ARCHITECTURAL147 G0.01.DWG KGB 06/21/19 09:41 1:96.00 M Architecture Interiors GENERAL NOTES Planning - Engineering vr >il�. ,,1 ,y... / 1 1 Ir. IfM;t{ t"La1 A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. —4421- 115 QUIET OFFICE P OFFICE B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. IP- iOFFICE 1 106 C 101 102 103 1 C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. 4 4kIALL BREAK CPT 4 EXIST. EXIST, 7 Portland, OR �,� :�O O 4 EX EXIST. +M, y ..O® Ex EX ® O 104 105 P I RB D. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAILS 4/A1.10. 503.224.9560 �, 1_ (:), ,r,-rP EXIST. PFJ RBL C j E. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT ONLY. VanCOLIWr, WA .111' 1* _0(1 rill ' .� w, � +! T (� + C rcIT =(1 COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS 360.695.7879 i 0 EXIST �� ' BY SEPARATE PERMIT. de q4). U ALIGN 4s +M OPEN OFFICE - Seattle, WA 107 F. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. 206.749.9993 0 ; f' p 0 = CPT CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. WWW.f11Ckrize.COn1 N .gyp4K,f 4-- 7j svf "� �U 7YP. EX I RB �f 4 OFFICE OFFICE OPEN OFFICE OFFICE o G. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. M AC IC E NZ I E 111 110 109 108 H. ALL INTERIOR DOORS TO BE EXISTING. EXIST. EXIST. EXIST. CPT DE�IaN DRIVEN I CLIENT FCCWEC EX I EX ®® Ex Ex EX IRB I. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION OF SUITE 130 HAS Client li -1' 4... , 7 ■ MI 4 IIII l BEEN PERFORMED (ON 12/16/2018, WHILE VACANT), SITE OBSERVATION OF AREAS OF WORK ONLY AT , - aT _ - t),___ - - {�-� SUITE 140 HAS BEEN PERFORMED (ON 06/19/19 WHILE OCCUPIED),AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. J. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. 14 OR5 Y r= N II p/851,_0MilOLITION PLAN PARTIAL FIRST FLOOR PLAN K. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. 1178.A=11_1=1„ 18 -1 0VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY 4 - ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. L. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. Project M. SUSPENDED ACOUSTICAL TILE CEILINGS AT 10'-0"± EXISTING AFF, UNLESS NOTED OTHERWISE. GEN EVA FINANCIAL N. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING SUITE 140 PENETRATIONS IN CENTER OF 2x2 PORTION TILE, UNLESS NOTED OTHERWISE. TENANT 0. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE IMPROVEMENT • � • ..•• ' = • 1 - 1., •k-.' . _ 1._ 1- , PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE X I ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO 2 LINCOLN imi . '-- � i EU ° 1 REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY 10220 SW GREENBURG RD. - \ CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. TIGARD, OREGON ° I �� T # I CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION , *�um NNW .40/ = AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED !T___ _F , ' _ . _ V► + 4 I BY LOCAL JURISDICTION THROUGH SEPARATE PERMIT. I// y . a!WACM1 it ° I OU `''G � .t AV ►� \: /�/ / /; —// 4. i KEYNOTES /DIIA . t 0 �/ 1. REMOVE SECTION OF WALL AS REQUIRED TO CONNECT TO EXPANSION SUITE. r - ° 1111 • ° ° 2. EXISTING CARPET AND RUBBER BASE TO REMAIN AT EXPANSION SUITE 130. NEW CARPET AND ��' �, 11 R°(:1; �'' ■ ■ I�I ■�■ ■ ■■ .rr�rr.� RUBBER BASE AT SUITE 140 ONLY, TO MATCH SUITE 130 SPECIFICATIONS. NEW RUBBER BASE AT ■■■ ■ ■ ■■■ ■ .' t — I — ■ ■ ME As■"I. WALLS AND/OR ENTIRE ROOMS WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. OFI ill � Al I i 0' .- _ 4 _ 3. PAINT WALLS/ROOMS WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING ONLY. 4. PATCH AND REPAIR CEILING GRID AND TILE IF REQUIRED BY DEMOLITION. © MACKENZIE 2019 ALL RIGHTS RESERVED REFLECTED CEILING PLAN THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USEDDOR REPRODUCED INNANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 1 118"=i'-0" REVISION SCHEDULE SCHEDULE OF INTERIOR FINISHES Delta Issued As Issue Date FLOOR OR ROOF STRUCTURE * 2 LINCOLN STUD SIZE: 21" CPT-1: MATCH EXISTING SUITE 130 CARPET POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT BERC 2 FASTEN CLOSURE ANGLEW/ #6SCREWS8" MAX. WALLS, S CLIP RB-1: MATCH EXISTING SUITE 130 RUBBER BASE DIRECTLY TO WALL FRAMING 014 LIMITING WALL HEIGHT TABLE P-1: MATCH EXISTING SUITE 130 GENERAL PAINT ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS 01.%%.'"113' INTERIOR NON STRUCTURAL NON-COMPOSfTE WALLS L/240 ® 5psf WITHIN 8" OF PERIMETER LATERAL BRACING WITH APPROVED VERTICAL 4 4) ° DESIGNATION SPACING MAX. WALL HEIGHT COMPRESSION STRUT AT 12'-0" OC EA WAY I 2505125-18 24" 8'-4" — COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB 2 ° .'.° 4 ,� 2505125-18 16" 9'-7" SHEET TITLE: �� DEMOLITION PLAN, ° ' 250S125-27 24" s'-10" "ATTACHED ° WALL" ° .oe , 0 2505125-18 16" 11'-3" PARTIAL FIRST 00 3625125-•-18 24" 13'-5" FLOOR PLAN, .1/4—,- (MA CBLING EDGE AT WALL NT$ 362S125-18 16" 14'-4" REFLECTED 0 rNOTE: FOR UNATTACHED WALLS PROVIDE A CEILING PLAN y .,. , . �� , 3/4" 362S162-33 16" 16'-5" GAP BETWEEN EDGE OF ANGLE AND CLIP DETAILS AND --\..--/ N DO NOT SCREW BERC 2 CLIP TO TRACK 362S162-43 16" 18'-O" TABLE MAX. LENGTH 6005162-33 16" 24'-6" ..., 1� CROSS RUNNERS FIT BETWEEN MAIN RUNNERS i NOTES MAIN RUNNERS AT 4'-O" OC SUPPORT WITH #12 1/2"„ DIA CONDUIT (EMT 5 -10 INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS DRAWN BY: KGB, CAK fAX WIRE AT 4'—O” OC OR WITH #10 WIRE AT 5'—O" OC EA WAY 3 4 DIA CONDUIT EMT 7'-8" WITH CERAMIC TILE FACING L/360 © 5psf 6'-0" MAX / LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC 1 DIA CONDUIT EMT 9'—g" CHECKED BY: LJC, PDK --1— EA WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2" SGL 1625125—.5.i M L S1UD 12'-0" FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5/8"x2OGA) DESIGNATION SPACING MAX. WALL HEIGHT SHEET: NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN BACK TO BACK 1625125-33 15'_0" 3625125-18 16" 12'-4" APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO MTL STUDS (1-5/8"x2OGA) 3625125-33 16" 14'-3" WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING BLDG STRUCTURE. SGL 250S125-33 MTL STUD 13'_6" TRAPEZE DUCT WORK AND (2-1/2"x2OGA) - ct AI ■ BRACING TO COMPLY WITH ASCU, ASTMC635, ASTMC636 AND OTHER LARGE WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH ASTME580 OBSTRUCTIONS BACK TO BACK 2505125-33 15'_0" 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. -I MTL STUDS (2-1/2"x2OGA) 1-- JOB NO. 4 SUSPENDED CEILING BRACING WALL HEIGHT TABLE 2154951 .4? I NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z 9 ¢ PERMIT SET: 06/21/2019 THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. --1 U 21509514714_DRAWINGSIARCHITECTURAL147_A1.10.DWG KGB 06/21/19 09:45 1:98.00