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( 1 ) PERMIT (2) SETS OF PLANS BUP2014 00259 FAr,lhite-.t RH SWEERS II PROPRIETOR RECEIVED RH SWEERS ARCHITECT MAR 5 2015 CITY OF TIGARD IF1s@swQers2rch.colr BUILDING DIVISION OREGON ;ICENSE NO.:4014 T NANT IM ROV M NT WORK FOR ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION SPECIAL INSPECTION REQUIRED OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER State of Oregon S1:rttctl.IraI Specialty Cod® CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. ❑ concrete and Reinforcing Steel Project Coordinator ❑ Bolts Installed in Concrete ❑ Special Moment-Resisting Concrete Frame ❑ Reinf� 'ng Steel&Prestressing Steel Tendons 01-5 ructural Welding ❑ High-Strenght Bolting T W 0 O N E T W 0 ❑ Structural Masonry ❑ Reinforced Gypsum Concrete 45 West 21st Street, Suite 403 ❑ New York, New York 10010 Insulating concrete Fitt T 212.904.0432 F 212,904.0433 ❑ Spray Applied Fire-Resistive Materials ❑ Pi#ngs,Drilled Piers and Caissons MEP Engineer ❑ Shotcrete M-E N G I N E E R I N G LIFESTYLE ❑ Special Grading,Excavation end Filling 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 (614)839-4639 FX: (614)839-2222 Smoke-Control Systems ❑ other Inspections Lighting HENNESSY DESIGN PO BOX 42162 PORTLAND,OR 97242 (888)358-6368x101 (503)583-8907 Consultant WESTFIELD WASHINGTON SQUARE SPACE # G06 . t3DP 26t4con2� City of Tigard Seal Ao ed Flans ARCHITECT: RH SWEERS II,PROPRIETOR RH SWEERS ARCHITECT. By Date t`� THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY / RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE 9620 SW WASHINGTON SQUAR RD , 17/ �hccs[ci/ l � • �� /�/r/, CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. D AR REVISI 'NT N4� Approved pians. TIGARD OR 97223 3 ' shall be on job site. OFFICE COPY ��OUERLAND PARK, KS OF 00 1. THE WORK DELINEATED IN THESE DRAWINGS AND 9. CONSTRUCTION WORK WILL NOT BLOCK HALLWAYS OF ARCHITECTURAL REV DATE No. Date Issued By DESCRIBED IN THE SPECIFICATION SHALL CONFORM TO MEANS OF EGRESS. ALL CODES AND STANDARDS THAT HAVE JURISDICTION 10. CONTRACTOR SHALL REFER TO GENERAL NOTES AS -�----- -- ---- -_-- - - -•••-.._.__._. ._._,... -. . ..... .. ......- 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. CODE REVIEW INFORMATION BUILDING DEPARTMENT DATA a000�"� "mm covERSHEET" ��_ ,.. 02:2.. IN THE STATE OF OREGON AND THE CITY OF TIGARD. DESCRIBED ON EACH DRAWING SHEET AND _.-__._.__......_._._. __....__.____,,..____.._.Y _._...._-...,.,,,,_,_„_.,-.,,,.._,, "..__.-_.,,,_.._.,._._...._,._.._......-_._......................._., . ____.___..._._.... _._......,..,......2.....4.............. JCPenney A001 RESPONSIBILITY AND FINISH SCHEDULES 02.24.15 02 10 15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. 2. ALL REQUIREMENTS AND REGULATIONS PERTAINING TO INCORPORATE AS A PART OF THIS SCOPE OF WORK. -.--- 0 _,.._....__,___...._._..__..._._._.._-.__._... _.__....., .____. __.___..__......._......_.,.,__..,..._. ..,.___._,_._............._,__.....___.. .._.___..._.....__ _._....._.......2.....4.............. 310.5655E APPLICABLE CODES: ALL WORK DONE UNDER THIS CONTRACT THE CONSTRUCTION/RENOVATION WORK DESCRIBED A002 DOOR SCHEDULE 02,24.15 ._._....__..__.,,,.._,.,,_.___._.......__.___._......._,._..,._.___..,_._._._..._..__...__._..,.__._.__,.._,"_.,_._._._,._._._..__....__._._.__..,._.,._.__._. 03 10-16-14 2ND SCHEMATIC SET REVISED THE HANDICAPPED AND OSHA MUST BE 11. ABSOLUTELY NO SUBSTITUTIONS WILL BE ALLOWED, � � - 1 D. SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, HEREIN SHALL COMPLY WITH ALL APPLICABLE FEDERAL, A003 ADA COMPLIANCE AND STANDARDS INCORPORATED IN THE WORK EVEN THOUGH THEY UNLESS APPROVED BY THE ARCHITECT OR OWNER IN """`" "`-'"'"`"" "" " M"`___`_" �'" "`' -'"' `""""'`""" "" "`""'� - -`' DRAWINGS & CONSTRUCTION CRITERIA OF THE LANDLORD, STATE AND MUNICIPAL BUILDING CODES AND A004 EGRESS PLAN _ _ �� _ 02 24.15 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, REPRESENTS: MAY NOT BE LISTED INDIVIDUALLY AND SEPARATELY IN WRITING. A100 _ DEM_OLITION PLAN _ _ _ 02.24.15 A. NO CHANGE IN USE A100.1 _ DEIv10LITION PLAN -MEZZANINE _ "�-- �� '���"`._.,_._.._... ._.__,._..__.____,_.__.....,.__. EITHER THE DRAWINGS OR SPECIFICATIONS. 12. IT IS THE RESPONSIBILITY OF THE GC TO CONTAC ALL MK - � � � 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. 3. THESE GENERAL NOTES SHALL APPLY TO ALL DRAWINGS DESIGNATED VENDORS TO COORDINATE DELIVERY _.. _ __. -.._....._____._._.___.._.._._..._.____ _.__._._.."_ _ __ _...._.._.....__..___...__._ ___ ......_. ......__... ._..... DICK'S ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY B. NO CHANGE IN OCCUPANCY A100.2 BARRICADE PLAN AND ELEVATIONS 06 10-27-14 ISSUE FOR PERMIT 212 D. SPORTING AND GOVERN UNLESS OTHERWISE NOTED OR AND/OR INSTALLATION OF OWNER FURNISHED ITEMS AT - m NS -_..."�--"-"'--"-"-- "" SUCH AUTHORITIES SHALL BE PERFORMED BY THE TENANT'S C. NO CHANGE IN EGRESS A101 CONSTRUCTION PLAN b2.2-4.15 CONTRACTOR.ALL PERMITS AND LICENSES NECESSARY FOR THE SPECIFIED. THE START OF PROJECT. _._ A101.1 DIMENSIONED CONSTRUCTION PLAN __---- __ 02 24 15 07 12-15-14 ISSUE FOR BID 212 D. 4. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AT 13. MICHAEL KORS, INC.WILL NOT BE RESPONSIBLE FOR "• ____,_ 1.TENANT AREA:4,523 SQUARE FEET. A101.2 BLANK DIMENSIONED CONSTRUCTION PLAN EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR , THE JOB SITE PRIOR TO SUBMISSION OF BIDS. COMPARE ADDED FREIGHT CHARGES FOR GC'S FAILURE TO ","--"A102 REFLECTED CEILING PLAN " _. 02.24.15 01-2615 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. THE TENANT'S CONTRACTOR(S).APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 2.STORIES: ONE STORY BUILDING. LEASED AREA AT 1ST ARCHITECTURAL DRAWINGS WITH MECHANICAL AND ARRANGE FOR PROPER DELIVERY AND INSTALLATION A102.1 DIMENSIONED REFLECTED CEILING PLAN r .W _. �_µO2.24.15 02-2-4-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. LEVEL ELECTRICAL DRAWINGS,AND REPORT ANY OF MK FURNISHED ITEMS. µA103 POWER/DATA PLAN -02.24.15 J DISCREPANCIES TO THE ARCHITECTS. NO INFORMATION 14. GC TO REPORT MISSING OR DAMAGED ITEMS TO MK A104 FIXTURE PLAN 02.2ziY THE MOST CURRENT OF THE FOLLOWING OR DETAILS ON THE DRAWINGS OF THIS PROJECT MAY CONSTRUCTION PROJECT MANAGER AND VENDOR -- -'----'--' - "' " - _.._._ __ _. ..._."._,__.__,..____.__. ..___._...___..._. ,.._....,......_..,....__,_,,,.__---------------.... .................................................. 3. CONSTRUCTION TYPE:2-B (FULLY SPRINKLERED) A105 FINISH PLAN _ 02.24.15 BE USED WITHOUT THE WRITTEN PERMISSION OF THE WITHIN 48 HOURS OF RECEIPT. ---,. --.. _...___. .__,_._.._......,._.. ,_ ,,_,_.,_,._.__.._, ._ _,_.._._,____. _ __..,..,_.._,_.._...._._,_,___ ._.__. ......, BUILDING : 2014 OREGON STRUCTURAL A200 INTERIOR ELEVATIONS 02.24.15 4.STOCKROOM WALL RATING:STORAGE ROOMS OVER ARCHITECTS. 15. MICHAEL KORS, INC. WILL NOT BE RESPONSIBLE FOR ';k - ----._ W._. -...... �....__,_...._ _.,_ _ _.,..____,_, ._,_,_._. ..2....................... A201 INTERIOR ELEVATIONS "����-__��•�������" 02.24*15 11 SPECIALTY CODE (2009 IBC) 100 SQ/FT, 1 HOUR FIRE RATING OR PROVIDE AUTOMATIC 5. DO NOT SCALE DRAWINGSM LOST OR DAMAGE ITEMS IF NOT REPORTED WITHIN THIS " '� ..' ,,....-..w•---'-fbj- -' -- ____.,._....._..,_._ A202 __._�"������"- FITTING ROOM PLANS & ELEVATIONS _ "��-��"�������.���"������ �� ................02.24.15 b. UNLESS OTHERWISE SHOWN OR NOTED, ALL TYPICAL TIME FRAME. ""' "" '"' -"` ....,...."'............................ FIRE EXTINGUISH SYSTEM. ���� A203 _.. ADA RESTROOM PLAN ELEVATIONS AND SCHEDULES������� ��_-�"� ....................................................... . . . . .............................................................................................................................................................................., _ MECHANICAL: 2014 OREGON MECHANICAL DETAILS SHALL BE USED WHERE APPLICABLE. 16. GC TO PROVIDE (3) COPIES OF OPERATING AND ������A204 BOH FIXTURE�I'LANS 8���ELEVATIONS '�................. Key Plan/Ground Floor NORDSTROM SPECIALTY CODE 2009 IMC, 2009 IFGC 5. OCCUPANCY GROUP: 7. ALL DETAILS SHALL BE CONSIDERED TYPICAL AT SIMILAR MAINTENANCE MANUALS FOR FURNISHED EQUIPMENT ,80.0005E ( ) A205 STOCKROOM INTERIOR ELEVATIONS 02.E 4.15 GROUP M (MERCANTILE). NO CHANGE IN OCCUPANCY CONDITIONS. AT PROJECT CLOSE OUT. .. �" MICHAEL KORS ( ) ..........A206.........................I'E�CLOSET�ELEVATIONS............................................................................................................................................................... .......................... ................. x�m�, PLUMBING. 201 1 OREGON PLUMBING GROUP FROM PREVIOUS TENANT. 8. SAFETY MEASURES. AT ALL TIMES THE CONTRACTOR 17. GC TO PROVIDE COPIES OF WARRANTY CARDS FOR .....................................................................................................................................................................................................................................................................................................................:............................. SPACE#G06 A300 STOREFRONT PLAN ELEVATION & DETAILS ............................................................................................................ ........................... 02.24.1 S 4,523 S.F. SPECIALTY CODE (2009 UPC) SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR FURNISHED EQUIPMENT AT PROJECT CLOSE OUT. •••••..•.•••••••����•�•��••••.�.��••••••����•�..�-• •�•�-�•��� �.�...•�����••-����������� ��.�.���������� � KEY PLAN A301 STOREFRONT PLAN, ELEVATION, COMPLETE S,F.ELEV. & DETAILS 02.24.15 THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY 18. GC TO MAINTAIN SITE SUPERVISION UNTIL STORE ......................................................................................................................................................................................................................................................................................... .................................................. ELECTRICAL: 2011 OREGON ELECTRICAL 6. OCCUPANT LOAD (PER IBC TABLE 1004.1.2): E A302 STOREFRONT SECTIONS 02.24.15 SALES FLOOR MERCANTILE 3,241 SQUARE FEET OF THE PERSONS & PROPERTY AND FOR ALL OPENING. • gE' ••••••••.............••••• ......••••••••••.••. SPECIALTY CODE (201 1 NEC) (MERCANTILE): A303 STOREFRONT SECTION 02.24.15 INDEPENDENTENGINEERING REVIEWS OF THESE 19. GC MUST ADHERE TO LUS CONSTRUCTION .....................................................................................................................................................................................................................................................................................I... .................................................. MICHAEL KORS OCCUPANT LOAD FACTOR 30 SF PER OCCUPANT A304 STOREFRONT DETAILS 02.24.15 N CONDITIONS.THE ARCHITECT'S OR ENGINEER'S JOB SITE REQUIREMENTS AND REGULATIONS DURING BID & ......................................................................................................................................................................................................................................................................................... .................................................. SPACE #G06 ENERGY CODE: 2014 OREGON ENERGY EFFICIENCY 3,241 SF /30= 109 OCCUPANTS Q A305 STOREFRONT DURATRANS FIXTURE DETAILS SPECIALTY CODE 2009 IECC REVIEW IS NOT INTENDED TO INCLUDE REVIEW OF THE CONSTRUCTION PHASES. _............................................................................................................................................................................................................. AREA 4,523 S.F. A400 PARTITION TYPES & FRAMING DETAILS STOCKROOM (MERCANTILE STOCK): 1,282 SQUARE FEET ADEQUACY OF THE CONTRACTORS SAFETY MEASURES. ..................... ........._............................................................................._..........,............................................................................................................................................................................................................ FIRE CODE: NFPA CURRENT EDITION OCCUPANT LOAD FACTOR 300 SF PER OCCUPANT MECHANICAL SITE MAP a 1,282 SF/300= 5 OCCUPANTS ...............................................................................................................................................................................................'---................................................................................................................................................ 5 GENERAL NOTES ........M.loo MECHANICAL PLAN M-1.01........ ............MECHANICAL PLAN (CONTINUEDL............................... - SCALE: N.T.S. ACCESSIBILITY CODE. 2014 OREGON STRUCTURAL SPECIALTY TOTAL OCCUPANCY LOAD : 114 OCCUPANTS 2 _ NORDSTROM M200 MECHANICAL SCHEDULES AND SCHEMATICS CODE-CHAPTER 11 TOTAL # OF EMPLOYEES :5 SCALE: N.T.S. M300....... .............MECHANICAL SPECIFICATIONS............................................................................................................................................................................................... .... .......... ........................_....................................................... .................. ........ ............................... ... ....................... ....... ........ ....... 7. EXIT ANALYSIS: ELECTRICAL sx MINIMUM OF ONE MEANS OF EGRESS ARE REQUIRED MEP ENGINEER ,,,,,,,,, ,_,_,,,,_,,.___.,__,.,,,,_...,.,,,,___,,,.,._,,,.,,,.,,.,,..,_,_,__..,,,,,,,.,,_„_�.______,_,,.,_ _.,,,..,,,__„__,.,..,._, ......... LANDLORD CONTACT OWNER G E100 POWER PLAN 02 24 15 WHERE NUMBER OF OCCUPANTS IS LESS THAN:30 N 1--E1" .,,_.___�."„_,.POWER PLAN (CONTINUED)_..__.....""_.,, _,,...._. ,"_....,..w...,_,_.,,"._.,.._._, _ "... 02 24.15 (STORAGE AND STOCK ROOMS) AND 50 (RETAIL SALES TENANT COORDINATOR CONSTRUCTION PROJECT MANAGER PROJECT MANAGER _.__,f=200„"..µ.".....,"..._LIGHTING PLAN._...�._....._._.._,.___.,..__,."...."..._..._......._._.__.,,,,,,._._.,,_..,".._.__.,._,.......__,,,,,_..,,,,,,,_.�.__.... ._._,._02.24.15 . 2ND FLOOR) GLENN DIVINCENT JACQUELINE DURST E201 " _ LIGHTING PLAN_(CONTINUED) _ " 02.24.15 Project EXITS REQUIRED (2), PROVIDED (2). ERIC FONG y a E300 ELECTRICAL SCHEDULES AND SCHEMATICS _ ,M _,,,,, ___,,,,_"" " "" """ _..._ .._......,.._.__."_...._. MICHAEL KORS - CERICH ....................._.W......._.__,.._.,,...._.,.,,.,..,_.,., .,....... ,..,...._.,._,.._._.._.__..__.._._........,........._,._._........._..,....._......._.........,....__,...,,._._...,._,...._......,_.,,....,_.....,....,,......,....__._,,.,.,....,......................... JURISDICTIONAL AUTHORITIES EXITTHRUENTRY. 8 0 MA MICHAEL M-ENGINEERING, INC. E400 ELECTRICAL SPECIFICATIONS •. .: ;j. ;'�:". �' 401 WILSHIRE BLVD.,SUITE 700 1 MEADOWLANDS PLAZA 750 BROOKSEDGE BOULEVARD WASHINGTON SQUARE, SPACE # G06 yS (e CITY OF TIGARD BUILDING DIVISION EGRESS WIDTH PER OCCUPANT SERVED SANTA MONICA, CA 90401 EAST RUTHERFORD, NJ 07073 WESTERVILLE, OH 43801 PLUMBING PERMIT CENTER BUILDING USE GROUP M:0.2 INCHES PER OCCUPANT FOR EGRESS TEL: (310) 899-6655 (201) 812-2584 TEL: (614) 839-4639 �-- - -- -_- 9620 SW WASHINGTON SQ. RD. P100 PLUMBING PLAN 13125 SW HALL BLVD., COMPONENTS OTHER THAN STAIRS. (862) 926-9939 (FAX) FAX: (614) 839-2222 TIGARD OREGON 97223 _ f� A TIGARD, OR 97223 REQUIRED: 114 OCCUPANTS X 0.2" 23" glenn.divincent@michaelkors.com JDURST@mengineering.us.com SPRINKLERS DrawingTitle �......... .W�.�.......................................... .........,..... SP 100 SPRINKLER PLAN 02.24.15 : ... ... .:, ., .,:.. .... 8. PLUMBING FACILITIES. ........................................................................................................................................................................................................................................................................................ ................................................. SP101 SPRINKLER PLAN (CONTINUED) 02.24.15 ..3::.....fr: a. .. �.., COPE OF WORK: ................................................................................................................................................................................................................................................................................................................................................... s (1) WATER COOLER PROVIDED PROJECT COORDINATOR PROJECT MANAGER OF STORE GENERAL CONTRACTOR COVER SHEET PROJECT LOCATION NEW INTERIOR FINISH OF RETAIL SPACE IN EXISTING RETAIL SPACE MALL PUBLIC RESTROOM FACILITIES LOCATED APPROX. DESIGN & DEVELOPMENT SHELVING TI :: ..i:,i" I ` �; TO INCLUDE NEW PARTITION WALLS, NEW CEILING AND WIRING, 290' FROM LEASE SPACE. _.... " ,......,_..._._.._..-,....._.,._....... . .,-.,,,_..-_...,...._...,_......... ............. PROJECT MANAGER PROJECT MANAGER _ ,...,..,, ,._...... ,...........,........._.,._........................... .. NEW SIGNAGE, MODIFICATIONS TO EXISTING MECHANICAL SH-1 RIVET STYLE STEEL STORAGE RACK DETAILS <f MARIO PEREZ NALINA MOSES WELL CHACE DUCTWORK, PLUMBING,SPRINKLER, ELECTRICAL SYSTEM & FIRE (1) ADA RESTROOM PROVIDED MICHAEL KORS STRUCTURAL U C U RAL p PROTECTION SYSTEM AND NEW STOREFRONT GLAZING SYSTEM ANDProject No. 14933 TWO ONE TWO DESIGN 11 WEST 42ND STREET JA CARPENTRY INC FINISHES. S100 FRAMING PLAN 02.24.15 150 ENGLISH ST. HACKENSACK NJ 0 601 "i .".<•: V EXISTING TENANT'S PARTITIONS MILLWORK 45W 21ST STREET,SUITE 403 NEW YORK, NY 10036 7 Scale. AS NOTED , j- ><<<: 1. REMOVE S101 FRAMING PLAN 02.24.15 .:�. ii. ;< ;<<< NEW YORK, NY 10010 (646) 653-7468 TEL. (831) 431 6431 : , ;,.;£ STOREFRONT, LIGHTING, PLUMBING, FIXTURES, ECT.AND UNDER SEPARATE PERMIT APPLICATION: S200 STOREFRONT SECTIONS 02.24.15 Date: 02-24-15 TEL. (212) 904-0432 (646) 354-4710(FAX) Ill.chace@lacarpentrymc.com N PREPARE AREA FOR NEW WORK. • AUTOMATIC FIRE SPRINKLER PERMIT S201 STOREFRONT SECTIONS 02.24.15 FAX: 212 904-0433 ......................................................................................_.................................................................._....................................................................................................................... .................................................. Drawn B 2. PATCH, REPAIR AND PAINT ALL EXISTING WALLS. • FIRE ALARM PERMIT ( ) NALINA.MOSES@MICHAELKORS.COM S202 STOREFRONT SECTIONS 02.24.15 y P.N./S.R. ma(io@twoonetwodesign.com _.............._..............................................._............................,...,.,............................................................................................................................... ............................................... 3. INSTALL NEW STOREFRONT, PARTITIONS, CEILING, LIGHTING, . SIGNAGE PERMIT g Checked By: M.P./G.O. *> "• '-!` RESTROOM, AND MILLWORK PER MICHAEL KORS DESIGN. 2 4. INSTALL NEW FLOORING AND FINISHES. Drawing No. LOCATION MAP BUILDING DEPARTMENT DATA 4 PROJECT DIRECTORY 3 DRAWING INDEX 1 6 - SCALE: N.T.S. N.T.S. 00 MILLWORK : CEILING LANDLORD G.C. OWNER MWC NO SPACE WALL BASE FLOOR MATERIAL FINISH HEIGHT REMARKS Archiiect Q KONG CHOW WAH TEL: (656) 494-8000 _ ., RH SWEERS I I PROPRIETOR REDWOOD EMAIL: KONGCHOWWAH@REDWOOD.COM.SG 100 SALES AREA P-2 B-1 F-1 GYP BID 1 1 -0 SEE RCP 101 F.R. VESTIBULE P-2 B-1 F-1 GYP BD - 11'-0" SEE RCP RH S�!'✓IEEF� ARCHITECT V) O Z n Q 'I V) Q 'I n Q _'_J Zn < ' LIGHTING 102 H.C. FIT. RM. P-2 B-1 F-2 GYP BD - 91-01, SEE RCP DESCRIPTION o ~ ZOaZ ° aZOQZOQ _ LU � � � �' � -� � � --� �- � J � DAWN SAPANARO TEL: (845) 783-1350 103 FITTING ROOM P-2 B-1 F-2 GYP BD 9-0' SEE RCP X z z z z N A INDICATES NOT APPLICABLE ENVIRONMENTAL LIGHTING EMAIL:DAWN@ENVIRONMENTALLTG.COM ;rsa,,3weeogan:i1 co�ri p Lu U_ ZD - � - � - u_ - 104 FITTING ROOM P-2 B-1 F-2 GYP BD - 9'-0" SEE RCP Ol._ GENERAL REQUIREMENTS 105 STOCK RM. P-3 B-2 F-3 OPEN - - SEE RCP ORE3O14 LICENSE-NO.:4014 - 1. PERMITS AND FEES • FIRE SAFETY,SPRINKLER, PLUMBING & ELECTRIC BY G.C. MK LOGISTICS 2. INSPECTION /COORDINATION • 106 RESTROOM P-3 B-3 F-5 GYP BD - 9'-0" SEE RCP ALL ORIGINAL NDUNPUB UNPUBLISHED WRITTEN WORKMATERIAL APPEARING ECTANDMAYNCONSTITUTE w 3. TEMPORARY HEAT • CHRISSYSCALA TEL: (201) 453-5072 ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE 107 MANAGER'S OFFICE P-3 B-2 F-3 ACT - 9'-O" SEE RCP DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE 4. TEMPORARY ELECTRICAL • IT MAY APPLY IF REQUIRED. MICHAEL KORS EMAIL: CHRISSY.SCALA@MICHAELKORS.COM ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER 5. TEMPORARY BARRICADE • • • BARRICADE INSTALLED & REMOVED BY LANDLORD AT TENANT'S EXPENSE 108 PE CLOSET P-3 B-2 F-3 ACT - 12'-0" SEE RCP CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. LU O6. CLEAN UP • STONE FLOORING & STOREFRONT 7. INSURANCE • SUBMIT COPIES TO MICHAEL KORS PROJECT MANAGER, MEET LL REQUIREMENTS Project Coordinator LU 8. JOB PHONE • JORGEN ENGERSGARD TEL: (212) 979-6400 w 9. FINAL CLEANING • STONE SOURCE EMAIL: JORGEN@STONESOURCE.COM O 10. ASBESTOS REMOVAL • AS APPLICABLE PER LEASE 02. SITE WORK SIGNAGE 1. DEMOLITION • INCLUDING EXISTING MEZZANINE, CONVEYOR AND STAIRS 2. DEMISING PARTITIONS • EXISTING TO REMAIN. PATCH AND REPAIR TO PROVIDE SMOOTH FINISH ON WALL BRIAN SHIPKIN TEL: (773) 250-5000 ROOM SCHEDULE T SURFACE. HM WITT & CO. EMAIL: BSHIPKIN@HMWITT.COM 1 1 W 0 O N E T W 0 SCALE: N.T.S. �0 3. NEUTRAL PIERS • SECURITY (DETEX & DOOR LOCKS) 45 West 21st Street, Suite 403 N� 4. SAW CUT SLAB • AS REQUIRED 5. SIDEWALK • STEPHANIE PAK TEL: (631)244-8474 KEY DESCRIPTION NOTES GENERAL LOCATION CLASS/FLAME New York, New or 10010 03. CONCRETE SLAB SPREAD T 212.904.0432 F 212.904.0433 00 1. LEVELING OF CONCRETE FLOOR • • • AS REQUIRED PER FIELD CONDITIONS FRONT STREETS EMAIL: SPAK@FSPREVENTION.COM . VAPOR BARRIER • • • AS REQUIRED PER FIELD CONDITIONS PAINT FINISHES 2 N MEP Engineer � 3. CONCRETE SLAB • • • • TOPPING SLAB MAY EXIST VIF. AS REQUIRED AFTER PIER REMOVAL P-2 BENJAMIN MOORE DECORATORS WHITE (#CC-20) REGAL PAINT, EGGSHELL BY GC SALES AREA & FITTING RM. A/1; ASTM E83 U 4. EXPANSION JOINT MATERIAL • CHANNELING , JACK HAMMERING OF STRUCTURAL SLAB IS PROHIBITED SECURITY (BURGLAR-CCTV) - __ M-ENGINEERING 0 5. CONCRETE FLOOR • • • AS REQUIRED PER FIELD CONDITIONS P-3 BENJAMIN MOORE DECORATORS WHITE (#CC-20) REGAL PAINT, SEMI-GLOSS BY GC STOCKROOM, DOORS & A/1; ASTM E83 750 BROOKSEDGE BLVD.WESTERVILLE, OH 43081 U 6. CONCRETE CURB • JARETT CAVELL TEL: (516) 420-0060 FRAMES, RESTROOM (614)839-4639 FX: (614)839-2222 04. MASONRY S-TRON EMAIL: JARETT.CAVELL@S-TRON.COM SALES AREA, RESTROOM & 1. STONE TILE-FLOOR/STOREFRONT • • • P-4 BENJAMIN MOORE DECORATORS WHITE (#CC-20) REGAL PAINT, FLAT BY GC FITTING ROOM CEILING A/1; ASTM E83_ Lighting z 2. CONCRETE BLOCK • SECURITY (MERCHANDISE) --- 0 P-5 BENJAMIN MOORE NIGHT HORIZON (#2134-10), SEMI-GLOSS BY GC BARRICADE A/1; ASTM E83 H E N N ESSY DESIGN :�i I ANDY CRETA TEL: (914) 714-4028 WALL FINISHES PO BOX 42162 PORTLAND, OR 97242 05. METALS SENSORMATIC EMAIL: ACRETA@TYCOINT.COM (888)358-6368x101 (503)583-8907 1. STRUCTURAL STEEL • BY OWNER AND 2. METAL STUDS • • • GC RESPONSIBLE FOR STRUCTURAL SUPPORT OF STOREFRONT TELE/DATA BD-1 3/16" POLISHED NICKEL BEAD CURTAIN PLATED ROUND SMOOTH STEEL INSTALLED BY GC ENTRY DISPLAY N/A Consultant A. TENANT DEMISING WALLS • B. INTERIOR PARTITIONS • • • RON VELUYA TEL: 201 453-5011 PL-1 BY MWC PERIMETER MILLWORK PANELS A/1; ASTM E84, ( ) PLASTIC LAMINATE -GLOSS WHITE. FORMICA #949 (fire rated laminate) UL723 C. FURRING • • MICHAEL KORS USA INC. EMAIL: RONALD.VELUYA@MICHAELKORS.COM - D. STOCK/SALES PARTITION I • • • 1 WD-1 MACASSAR EBONY WOOD LAMINATE. FORMICA #9012. (fire rated laminate) BY MWC BACKWRAP FASCIA PANELS A/1; ASTM E84, E. TOILET ROOM PARTITION • • • AUDIO VISUAL UL723 3. SURFACE MOUNTED STANDARDS • • • AS REQUIRED FOR B.O.H.SHELVING - BLOCKING BY G.C. NEW IMPACT RESISTANT GLASS PANELS WITH INTERMEDIATE MULLION TO MATCH EXISTING 4. ROOF TOP FRAMING FOR HVAC • GL-1 YKK SYSTEM (NOA #02-0215.16) BY STOREFRONT VENDOR WITH NEW SF-1 SECURITY FILM BY STOREFRONT VENDOR NEW GLASS PANELS-MULLION TO Seal 5. STOREFRONT FRAMING • • • ROBERT GREENFIELD TEL: (908) 412-9500 (APPLIED TO INTERIOR OF GLASS) BY GC. REPLACE EXISTING DOUBLE DOOR. ARCHITECT: RHSWEERSII,PROPRIETOR RHSWEERSARCHITECT. 6. METAL DECKING 1 • ECI COMMUNICATIONS EMAIL: RGREENFIELD@ECICOMM.COM THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY 06. CARPENTRY GL-2 BACK PAINTED LOW IRON GLASS - RAL 9003 BY MWC SALES AREA RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE CARPET CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. 1. BLOCKING • • 10 TO BE FIRE PRESSURE TREATED,TYP AND COORDINATED W/MWC GL-11 ACID ETCHED MIRROR BY BENDHEIM (KORS 197) BY MWC SALES AREA s 2. TAPING AND SPACKLING • • 10 ROSEMARIE PLATT TEL: (609) 430-9660 1 DA 3. SHELVES • • • ITEM UNDER MWK CONTRACT ONLY (MANAGERS, EMPLOYEE SHELVES BY GC SHERLAND & FARRINGTON EMAIL: ROEPLATT@YAHOO.COM FB-1 LINEN FABRIC PANELS W/ 1/2"MT-1 TRIM ALL SIDES - BISSON BRUNEEL MYL ICE BY MWC SALES AREA v 4. COUNTERS • • • (MANAGERS, EMPLOYEE COUNTERS BY MWC, INSTALLED BY GC 5. PLYWOOD • • • FOR NON-CUSTOM MILLWORK ITEMS STOCK SHELVING GL-3 114"/ 6MM THK STARPHIRE LOW IRON MIRROR BY GC/MWC MWK FIXTURES & COL. ENCLOSURE w 6. FURRING • Cl- 7. PLASTIC LAMINATE • • • ITEM UNDER MWC CONTRACT ONLY ANGELA RUGGERIO TEL: (800) 784-8080 EXT. 230 BASES 2 pG y r U 8. BATHROOM CABINET • MOBILE MEDIA STORAGE EMAIL: AR@MOBILEMEDIASTORAGE.COM 9. MISC. TRIM/MOULDINGS • • • 2"X�"SURFACE MOUNTED WOOD BASE. PAINT FINISH, FITTING ROOM & B-1 2 BY GC OVERLAND PARK, KS ,1 10. FIRE PROOFING • • • GC TO MAINTAIN INTEGRITY AND RESTORE AS REQUIRED COLOR TO MATCH WALL ABOVE SEMI-GLOSS SALES AREA 11. PLASTIC LAMINATE, LACQUER, AND • • • GC TO PROVIDE REQUIRED SUPPORT WATER COOLER '�1 7 MOISTURE WOOD PANELING AT FASCIAS AND SOFFITS MARK KERSHES _ B-2 #19N CAMEL.BN R A GCRB-2PS NOT TO E USED N SOVE ALE BASE: . BY GC STOCKROOM C/II; ASTM E84 t: OF OR�v 07. CONTROL TEL: (770) 242 2782 X 1180 ( ) [' �p 1. CAULKING • • • QUENCH USA EMAIL: MKERSHES@QUENCHONLINE.COM B-3 6" X 6"CERAMIC TILE BY DACTILE, COLOR:SNOWDRIFT-AT-01 BY GC RESTROOM _ NZ 2. SEALANT • • • PRODUCT ENHANCERS 00 3. INSULATION • • • FLOOR FINISHES No. Date Issued By :�Ev 4. WATERPROOFING • • • WATERPROOFING AT ALL WET AREAS RESTROOM, D.F. 08. DOORS KATHRYN CHUMLEY STONE TILE: 23 8" X 23 8" X 2" PACIFIC SUPER WHITE PORCELAIN SUPPLIED BY OWNER'S SALES FLOOR & ASTM C-1028 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. idX TEL: (314) 801-6298 1. ENTRY DOOR • • • GC TO SCHEDULE TENANT'S LOCKSMITH ON SITE ON DATE OF CONSTR.TURNOVER THINSET: MAPEI ULTRAFLEX LFT BY GC VENDOR, INSTALLED BY GC FITTING ROOM VESTIBULE 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. N 2. STOCK ROOM DOOR • • • E: KATHRYN.CHUMLEY@IDXCORPORATION.COM F-1 GROUT: 1/16"THK LATICRETE #44 BRIGHT WHITE UNSANDED GROUT. 0 3. TOILET ROOM DOOR • • • STOREFRONT GC TO APPLY TILELAB GROUT SEALER AFTER INSTALLING GROUT. 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 0 4. EXIT DOOR @BACK OF HOUSE • • • "SPECTRUM" 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. ) 532-1784 F-2 RICK SHENBURGER TEL: (267 CARPET BY BIGELOW SPECTRUM BROADLOOM INSTALLED AND SUPPLIED SALES FLOOR INSET & 5. FITTING ROOM CURTAIN • • • GC TO INSTALL AND PROVIDE BLOCKING AS REQUIRED COLOR: JAVA LATTEFITTING ROOMS C/II; ASTM E648 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. 09. FINISHES NATIONAL GLASS & METAL EMAIL: RSHENBURGER@NGMCO.COM BY OWNER'S VENDOR 1. GYPSUM FOR PARTITIONS • • 006 10-27-14 ISSUE FOR PERMIT 212 D. 2. FINISH FLOORING F-3 VINYL COMPOSITE TILE BY AZROCK- 1/8"THICK X 12"X 12" BY GC STOCKROOM, MAN. OFFICE C/II; ASTM E84 V.C.T. #V2602 NATURAL MOON 07 12-15-14 ISSUE FOR BID 212 D. A. SALES AREA WOOD FLOOR 1. STONE TILE • • • VINYL COMPOSITE TILE BY AZROCK- 1/8"THICK X 12"X 12" STOCK ROOM ALONG 44" A\ 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. a. GROUT • • • ANGELA CUNNINGHAM TEL: (215) 817-3354 F-3A REF #V-269 STATEMENT RED BY GC CLEAR EGRESS PATH C/II; ASTM E84 /6�\ 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. 2. CARPET/COCO MAT • DERRFLOORING EMAIL: ANGELAJEANSDESIGN@GMAIL.COM 3. FLOOR LOGO • B. STOCK ROOMS • • • F_4 DERR FLOORING:MIRAGE, ENGINEERED WOOD FLOORING, JAVA, RED OAK IN SUPPLIED BY OWNER'S ASTM-E-84, C. TOILET ROOMS • • • HERRINGBONE PATTERN -2 9/16"X 17 7/8"X 3/8"THICK VENDOR, INSTALLED BY GC SALES FLOOR ULC-S-102-2 3. WALLS A. SALES AREA • • • F-5 6"X6" CERAMIC TILE BY DALTILE, COLOR:SNOW DRIFT-ATO1 BY GC RESTROOM B. STOCK ROOM • • • W C. TOILET ROOM • • • STOREFRONT FINISHES Key Plan/Ground Floor =: A E z BY OWNER AND A/1 MICHAEL KORS A. SALES AREA • • • ST-1 STONE TILE: RESORT BIANCO DECOR LINEA-23 8' X 23$"X 8" LINE TEXTURED STOREFRONT "°�� SPACE#G06 1. WOOD BASE • • • STONE TO BE INSTALLED IN STACK BOND PATTERN (HORIZONTAL LINE TEXTURE INSTALLED BY GC 4,523 S.F. B. STOCK ROOMS • • • C. TOILET ROOMS • • DIRECTION) BY GC. ONLY HORIZONTAL GROUT (MIN) AND VERTICAL BUTT Q • JOINTS. GROUT: LATICRETE #44 BRIGHT WHITE UNSANDED GROUT. GC TO DICK'S 5. CEILING A. SALES AREA • • • APPLY TILELAB GROUT SEALER AFTER INSTALLING GROUT B. STOCKROOMS • • • MT-1 $"STAINLESS STEEL W/ #8 POLISHED FINISH BY STOREFRONT VENDOR STOREFRONT C. TOILET ROOMS • • • MT-2 a'-"ALUM WITH WHITE POWDER COAT FINISH TO MATCH RAL #9003 BY STOREFRONT VENDOR STOREFRONT 10. SPECIALTIES LU 1. TOILET ROOM ACCESSORIES • . . OWNER'S VENDOR LIST FINISH RESPONSIBILITY SCHEDULE 2. SPEAKERS • • • NORZB70M g 3. STOREFRONT SYSTEM • • • LU 4. CASH REGISTER/POS SYSTEM • • • SCALE: N.T.S. SCALE: N.T.S. N FIRE SPRINKLERS ELECTRICIAN (FOR FINAL CONNECTIONS) -� A.C.T. ACOUSTIC CEILING TILE MIN. MINIMUM EXISTING PARTITION TO REMAIN ELEV.# 11. EQUIPMENT KEN SUTHERLAND ADAM ETHERINGTON A.D.A. AMERICANS W/ DISABILITIES ACT MTL. METAL ""`'" "" .k,.""` (FIELD VERIFY EXACT LOCATION) X SEE INTERIOR N� 1. STOREFRONT SIGNS • • • GC TO COORDINATE. GC TO PROVIDE POWER AS REQUIRED PER PLANS Z WYATT FIRE PROTECTION, INC. FRAHLER ELECTRIC COMPANY A.F.F. ABOVE FINISH FLOOR M.W.C. MILLWORK CONTRACTOR SHT # 2. MISC.SIGNS • • • XX ELEVATIONS a 9095 SW BURNHAM ST. 11860 SW GREENBURG ROAD BD. BOARD M.W.K. MILLWORK 3. FIRE EXTINGUISHER • • • SEE SPECIFICATION ON DRAWINGS Project 4. FIRE ALARM • MODIFICATIONS MUST BE PERFORMED BY MALL VENDOR, PSI, BAS (EMER. PG., TIGARD, OR 97223 TIGARD, OR 97223 BM. BEAM O.C. ON CENTER ,� NEW PARTITION HVAC CONTROLS & LIGHTING CONTROLS MUST BE PERFORMED BY SEIMENS 9503) 684-2928 (503) 639-4627 CLG. CEILING P.L. PLASTIC LAMINATE (SEE PARTITION TYPES) MICHAEL KORS 12. FURNISHINGS FIRE ALARM ENERGY MANAGEMENT CONC. CONCRETE P.S.S. POLISHED STAINLESS STEEL WASHINGTON SQUARE, SPACE # G06 1. MILLWORK FIXTURES/HARDWARE • • • 1 1 1 CLR. CLEAR REFL. REFLECTED - - - - EXISTING PARTITION TO BE X DTL # SEE SECTION 9620 SW WASHINGTON SQ. RD. 2. STOCK ROOM SHELVING/LOCKERS • • • JEFF NEELY DALE NOLAN EQ. EQUAL SST. STAINLESS STEEL - - - - REMOVED 3. FREESTANDING FURNITURE/FABRIC • • • SIEMENS BUILDING ENVIRONMENTAL CONTROLS, INC. F.C. FIXTURE CONTRACTOR STL. STEEL XX SHT # CUTS AND DETAILS TIGARD, OREGON 97223 z 4. MIRRORS • • • MIRRORS AND FRAMES FURNISHED BY MILLWORK VENDOR TECHNOLOGIES, INC. 7606 SW BRIDGEPORT ROAD FIN. FINISH STRUCT. STRUCTURE N 5. BEAD CURTAIN • • • BEADS SHIP LONG-GC TO TRIM ON SITE AFTER INSTALLATION 15201 NW GREENBRIAR, SUITE A4 TUALATIN, OR 97224 FL. FLOOR SIM. SIMILAR Drawing Title Q 6. MICROWAVE/REFRIDGERATOR • • BEAVERTON, OR 97006 F.F. FACE OF FINISH SUSP. SUSPENDED RESPONSIBILITY & FINISH 7.8. ANATING ROOM CURTAIN DESK ROD • • • • (503) 234-9995 F.P.T. FIRE PRESSURE TREATED S.F.V. STOREFRONT VENDOR X EXISTING DOOR TO REMAIN X DTL # SEE DETAIL SCHEDULES 9. VISUAL DISPLAY • • • PLEASE REFER TO MALL TENANT CRITERIA/ CONTACT MALL MANAGEMENT FOR A F.S. FACE F STUD T.B.D. TO BE DETERMINED XX SHT # F.V. FIELD VERIFY TEMP. TEMPORARY 13. PROJECT CLOSEOUT LIST OF ALL REQUIRED/APPROVED VENDORS. 1. PROFESSIONAL CLEANING • • • GC TO PROVIDE FINAL CLEAN UP PRIOR TO DATE OF CONSTRUCTION TURNOVER. G.A. GAUGE T & G TONGUE & GROOVE 2. PUNCHLIST • • G.C. GENERAL CONTRACTOR TYP. TYPICAL O NEW DOOR (SEE DOOR SCHEDULE) WALL Project No. 14933 3. AS-BUILT DRAWINGS • • • FURNISH COPIES TO MICHAEL KORS MALL REQUIRED VENDORS G.W.B. GYPSUM WALL BOARD U.N.O. UNLESS NOTED OTHERWISE Scale: AS NOTED O 4. CERTIFICATE OF OCCUPANCY • • • FURNISH COPIES TO MICHAEL KORS 6 GYP.BD. GYPSUM WALL BOARD V.I.F. VERIFY IN FIELD XX XX CEILING O SCALE: N.T.S. H.M. HOLLOW METAL V.C.T. VINYL COMPOSITION TILE XX XX BASE Date: 02-24-15 5. WAIVERS OF LIEN • • • MUST INDICATE PAYMENT IN FULL, AND WARRANTY U 6. UTILITY ACCOUNT SETUP • • • L.L. LANDLORD W/ WITH E SEE PARTITION TYPES Drawn By: P.N. S.R. GC TO LEAVE THE PERMIT SET OF DWG'S ON SITE ON A PVC TUBE LARGE ENOUGH FLOOR 7. MERCHANDISE/MISC. ITEMS • • • GC TO PROVIDE 3 LABORERS FOR 3 DAYS TO ASSIST SETTING UP SUPPLIES AND TO CONCEAL COPLETE SET OF PLANS. TUBE TO BE LOCATED EITHER ON THE WD. WOOD Checked By: M.P./G.O. MERCHANDIES AND 1 CARPENTER FOR 2 DAYS AT TURNOVER TO INSTALL MISC. ITEMS. PLYWOOD AT ELECTRICAL PANELS OR BY THE LOW VOLTAGE EQUIPMENT (WHICH 8. CERTIFIED TEST AND AIR BALANCE REPORT • • • EVER HAS THE ROOM) Drawing No. 9. OPERATING AND MAINTENANCE MANUALS • • • GC TO PROVIDE 3 COPIES FOR ALL FURNISHED EQUIPMENT ARCHITECTURAL RESPONSIBILITY SCHEDULE RESPONSIBILITY NOTES (DIRECTIVE #8) 7 ABBREVIATIONS SYMBOLS 3A� 001 8 4 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. DOOR DOOR DOOR DOOR Architect DOOR FRAME FIRE DOOR FRAME FIRE DOOR FRAME FIRE DOOR FRAME FIRE NO. LOCATION TYPE SIZE MAT. FINISH MAT. RATED NO LOCATION TYPE SIZE MAT. FINISH MAT. RATED NO LOCATION TYPE SIZE MAT. FINISH MAT. RATED NO LOCATION TYPE SIZE MAT. FINISH MAT. RATED RH SWEERS II PROPRIETOR STOCKROOM STOCKROOM TOSALES TO RH SNEER-3ARCHITECTO TO MALL CORRIDOR D 3'-0'x7-0' HM P-3 HM 1 HR O RESTROOM C 3'-0'x7'-0 HM P-3 HM - O STOCKROOM B 3'-0"X 8'-0" HM P-3 HM - C ENTRY A 10'-0' H X 8'-O'W MTL. MT-1 ST.STL. STOCKROOM TO 3A MAIN OFFICE ��-O'XT-0"] HM P-3 HM - ti 1S(tisweemarcfl.ccm REMARKS REMARKS REMARKS 2 REMARKS OREGON LICEME NO.:4014 NEW DOOR & JAMB PROVIDED AND INSTALLED BY GC NEW DOOR & JAMB PROVIDED AND INSTALLED BY GC NEW DOOR &JAMB PROVIDED AND INSTALLED BY GC DOOR & JAMB PROVIDED AND INSTALLED BY STOREFRONT VENDOR. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGT BE 9 1/2" 7/8" DUPLIICATED,USED ORNAL AND IDISCLOSED SHED OWITHOUT WRIRK OF THE iTTEN CONSENT OFITECT AND MAY OTHE DOOR HANDLE SECONDARY PANEL 1/4" OF THIE PROJECT NAMED HEREIN AND SHALL OT BE USED BY ANYTECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE OTHER CONSTRUCTION CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. WITH ST-1 FINISH ON BOTH SIDE OF THE DOOR F— �? 1/8" 1 3/8„ i \ B.O.SOFFIT @ Project Coordinator (2 PAIRS) p `� O NEW HOLLOW CLOSER •\ 10'-0"AFF /8" I— �° METAL FRAME / \ LU U Q a MTL. FRAME / ;`; / \ TOP, BOTTOM & 1/4" W N m ,� NEW HOLLOWS / / f: \ SIDE FRAMES cii ¢ MTL. FRAME / HOLLOW // // \\ WITH MT-1 FINISH o J J Q p o m PEEP HOLE / METAL DOOR / LO 4„ °' °' ZO "' COAT HOOK WHITE POWDER LU O ¢ NEW HOLLOW F_ — / , \ SIGNAGE ON INSIDE OF / 1/2"THK. CLEAR TWO ONE T W O > Z IU w METAL DOOR — `' COATED PUSH PLATE \ ` Ol/4" Q > `, DOOR BY MWC WITH (2) / TEMPERED GLASS 00 CL O / COATS MIN OF LATEX / 45 West 21st Street, Suite 403 U / \ / co p O 1/4" HOLES • SEALANT. GLUE TO \ 1'-4" VENDOR EFRONT NEW DETEX PUSH i NEW HOLLOW SALES SIDE OF DOOR \ \ / New York, New York 10010 BAR BY GC U-CHANGE % METAL DOOR \ \ \\ i/ T 212.904.0432 F 212.904.0433 v V. CYLINDER BY VENDOR \ ¢ WITH PULL ON STOCK \ \ DOOR HANDLE SMT-1 FRAME ALL SIDES. d / \ o Q RM SIDE \ \ j i WITH WD-1 FINISH FRONT VIEW LEFT SECTION 1/8�, � / \ � 12" KICK PLATE GLUED \ \\ 1 2 ON BOTH SIDE MEP Engineer 5 1/4" / TOP OF ON BOTH SIDES. / \ u- \ -1 \ — Op OF THE DOOR (2 3 4 3" / FLOOR \\ b \ •\ fico ;�; ,' PAIRS). M—ENGINEERING WIDTH \ , 750 BROOKSEDGE BLVD.WESTERVILLE, OH 43081 1/8" TOP OF FLOOR // \\ TOP OF FLOOR \ \ / (614)839-4639 FX:(614)839-2222 N Lighting U LU 1/2" co m co � 2 HENNESSY DESIGN PO BOX 42162 PORTLAND, OR 97242 STAGGERS STOCKROOM MALL SERVICE CORRIDOR DOOR RESTROOM OFFICE DOOR F.R. VESTIBULE STOCK DOOR GLASS DOORS Consultant (503)583-8907 STRIPS WELDED 10" - Consultant OVERALL WIDTH 3" TOP VIEW CL o 0 8'GYP. BD. OVER 5/8"GYP. BD. 5/8"GYP. BD. NON-COMBUSTIBLE BLOCKING AS ih � 1/2" METAL STUDS OVER METAL STUDS OVER METAL STUDS REQUIRED Seal WALL FINISH AS WALL FINISH AS WALL FINISH AS ARCHITECT: RHSWEERSII,PROPRIETOR RHSWEERSARCHITECT. SCHEDULED SCHEDULED SCHEDULED BACK VIEW THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY 5 114' NEW HOLLOW NEW HOLLOW HOLLOW METAL RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE METAL FRAME FRAME CONDITIONS,OR ANY OOCUMENTSiICH DO NOT BEAR MY SEAL. 1/2" METAL FRAME D A/� NEW H.M. DOOR H.M. DOOR STOREFRONT `► ENTRY HEIGHT ,....... 0 0 11 5 1/8" NEW HOLLOW 9'-6"A.F.F. �./� 2 5/8" 2 5/8" HBO", METAL DOOR ii L1J GYP BD SOFFIT V 5 0 M � MT 1 FINISH DOOR S • I D LO HEADER 1/2" o Nil MALL SERVICE STOCKROOM RESTROOM/ SALES ' STOCKROOM MT-1 FINISH TOP METALOVERLAND PARK,STOCKROOM RAIL 0 o CORRIDOR OFFICE f ' 1/2"THK.CLEAR V FRONT VIEW TOP VIEW `� SIDE VIEW 14 TEMPERED GLASS 1/2 5.. INTERIOR MALL CORRIDOR O 0 ,— ® m � No. Date Issued By z w 5 N p 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. Q w 1/2" 21/2" 21/2" Q m HEADER HEADER HEADER HEADER U M ;n 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212D. UU < -°MD � _ 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. LU O° Q ® ® z LU 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. 00 Jy's i ' 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. DRILL&TAP 1/4-20 "' "ffFi fi INTERIOR MALL CORRIDOR FRONT VIEW TOP & BOTTOM VIEW SIDE ELEVATION j STOCKROOM RESTROOM/ „%!F 06 10-27-14 ISSUE FOR PERMIT 212 D. 1/2"THK.CLEAR OFFICE ^ 07 12-15-14 ISSUE FOR BID 212 D. TEMPERED GLASS �l {' / MT-1 FINISH BOTTOM 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. GLASS DOOR AND ,�'' , MALL SERVICE i 3 STOCKROOM �� , � i,�=` METAL RAIL FRAME AS SPECIFIED. ' ' CORRIDOR ,� 4 AX 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. 1'-4" RECESSED FLOOR CLOSER 11' Ile ( F'F SALES STOCKROOM WITH CUSTOM COVER PLATE. ', s ! = METAL TO MATCH WITH 3" 4' 3" ; 3" 4' 3" NEW H.M. DOOR F ;j APPROVED SAMPLE NEW HOLLOW � ' METAL DOOR EL NEW MALL FLOORING (TO NEW SADDLE KICKPLATE ' �' 3/8"STAINLESS ST NEW STONE TILE NEW THRESHOLD BY BY GC F-1 BY GC �/i SCHLUTTER STRIPE , MATCH EXISTING) BEHIND LEASE LINE UP TO DOOR DECO E100D BY GC CLOSURE LINE. GC t�F'f' f Key Plan/Ground Floor i STOCKROOMi' ai - STOCKROOM f f RESTROOM VCT NEW SALES N CV r rs ? s...... . XI f ................................. . ....... .......:: .. .. . .... ... ........ .., row VCT r VCT NEW V.C.T. BY GC MICHAEL KORS x ... ,�;,, :: ::, F / STONE TILE , ... ......... BY LL TO REMAIN a a -----------------------' a ° SPACE#G06 i .Ff�' ° 5%V:LF ° ® 4,523 S.F. a ° . i I a PLYWOOD < 4 • • , ° SUBFLOOR BY GC C a SPORTING OCAS .>,^s. ,».^ ::<A.a„fbo. . ::-i5'..•>..c. ...... .,5.'. L^,.......,.; 35 n.:t..,a„ s..x,..:x:,..-x ae.:..:. ..r w ...:....: '.'• . . ° € EXISTING 7 EXISTING ° a CONCRETE ,.°. CONCRETE SLAB SETTING BED EXISTING EXISTING CONCRETE I SLAB ', ' BY GC ' ° . a CONCRETE SLAB SLAB ON GRADE 4 4 4 PARTIAL PLAN DOOR HANDLE WITH ST-1 FINISH ON BOTH SIDES OF THE DOOR. �f SILL & FLOOR TRANSITION DETAIL SILL & FLOOR TRANSITION DETAIL SILL & FLOOR TRANSITION DETAIL SILL & FLOOR TRANSITION DETAIL NOFOSTROM NOTE: ""-'" ALL INFORMATION FOR REFERENCE ONLY. REFER TO MILLWORK AND STOREFRONT SHOP DRAWINGS FOR ALL DETAILS, DIMS HINGES : 1 7 PAIR,STANLEY F191 32D 4 'x 4 HINGES: 1 PAIR,STANLEY F191 32D 4 'x 4 HINGES : 1 PAIR,STANLEY F191 32D 4 'x 4 HARDWARE: SCHLAGE, BASE FIXED CYLINDER LOCK, AND INFORMATION. MODEL: B250PD, FINISH: 626D EXIT DEVICE/ DETEX V40xEB-ALARMED EXIT DEVICE POWERED BY STANDARD PRIVACY LOCK: SCHLAGE AL40S-PRIVACY, SATURN 626 FINISH PUSH PLATE: 16"x4"WHITE POWDER COATED PUSH PLATE BY MWC. U-CHANGE MORTISE CYLINDER WITH A YALE B CAM CONCEALED ATTACHMENT. (ADHESIVE BACKING STANDARD MORTISE CYLINDER 1 1/4' LENGTH (3/4" ALARM: 9-VOLT BATTERY. FURNISHED AND INSTALLED BY GC, PRIVACY LOCK AT SCHLAGE ALSOPD-SATURN SATIN CHROME (US ALLOWABLE) ON SALES SIDE. THICK DOOR). N@ PURCHASED THROUGH TENANT'S REQUIRED VENDOR. PROVIDE MANAGER'S OFFICE 26D) FINISH. INTERCHANGEABLE CORE. U-CHANGE CYLINDERS DETEX 319RR5A542-FURNISHED AND 2 PULL HANDLE: IVES 8302S-0.4.16 CLOSER: DORMA, MODEL: BTS80BF, FINISH:626D. DOOR 3A ONLY: s DOORS TO HOLD OPEN AS SPECIFICATION Project INSTALLED BY TENANTS VENDOR. 4x16 STAINLESS STEEL PULL PLATE W/ /" ROUND MICHAEL KORS CLOSER: (1) LCN #4011-H -HINGE FACE MOUNTED, ALUM. FINISH HANDLE 10' O.C. ON STOCK SIDE BY GC �/ CLOSER: LCN SERIES 4110"SMOOTHIE"SURFACE MOUNTED (MOUNTED @ PULL SIDE) WITH HOLD OPEN FUNCTION LOCKSET: RYADON LL01 ENTRANCE FLOOR LOCKS WITH ENTRY DOOR HANDLE DETAILS EXTERIOR LOCK CYLINDER WITH INTERIOR THUMB 2 (US26D) SILENCER: IVES #SR64 CLOSER: LCN 41 10 SERIES"SMOOTHIE" TURN. WASHINGTON SQUARE, SPACE # G06 SILENCER: IVES #20 (5) PER JAMB SILENCER: IVES #SR64 9620 SW WASHINGTON SQ. RD. SCALE: 3"= 1'-0" DOOR STOP: (1) IVES #450 FINISH:26D SATIN CHROME FLOOR DOOR (2) IVES, MODEL: FS438, FINISH: 626D PEEP HOLE: IVES MODEL #698, WIDE ANGLE; B3-B26 FINISH; DOOR-STOP: IVES FS446 US28 DOOR STOP TIGARD, OREGON 97223 ALL DOORS MUST BE OPERABLE WITHOUT SPECIAL KNOWLEDGE OR EFFECT W/ LEVER TYPE HARDWARE IN COMPLIANCE WITH INSTALL AT 5'-0"AFF COAT HOOK: (1) OMNIA #210 US26D (MK DIRECTIVE#21):ALL SALES FLOOR TO STOCKROOM DOORS STOP: Drawing Title STATE& LOCAL CODES.TENANT/OWNER SHALL ORDER ALL NECESSARY LOCKS FOR EACH DOOR.GENERAL CONTRACTOR SMOKE SEALS: PEMKO MODEL #S88D HARDWARE SETS TO INCLUDE IVES MODEL FS446 US28 DOOR TO PROVIDE CONSTRUCTION KEY (FACTORY KEY) TO MICHAEL KORS PROJECT MANAGER (WHO WILL REKEY THE CYLINDERS STOP,F&I BY THE GC.DOOR STOP TO BE INSTALLED INSIDE THE DOOR HANDLE: POLISHED ST.STL.AND MACASSAR DOOR HANDLE DOOR SCHEDULE AT PUNCHLIST INSPECTION). STOCKROOM IN A LOCATION THAT DOES NOT IMPEDE ON ADA BY TENANT AND INSTALLED BY STOREFRONT GENERAL CONTRACTOR WILL DISCARD CONSTRUCTION CORES AT COMPLETION. CLEARANCES. SUB-CONTRACTOR.SEE 8/A-300 1. ALL HARDWARE FINISHES TO BE US26D SATIN CHROME ADJACENT FINISHED TO MATCH. SUBMIT HARDWARE SELECTIONS KICK PLATE: IVES 8400-B4E-NMH-A 12"Hx35"W US32D PROTECTION TO ARCHITECT FOR REVIEW WITH CLEAR NOTATION OF FINISHES BEING UNAVAILABLE PLATE WITH BEVEL EDGES FOR ALL FOUR EDGES, NO Project No. 14933 2. FOR ALL CYLINDERS, U-CHANGE CYLINDERS CAPABILITY BY G.C. MOUNTING HOLES AND ADHESIVE OR SIMILAR NOTE: APPROVED BY ARCHITECT. • REFER TO STOREFRONT SHOP DRAWINGS FOR Scale: AS NOTED 3. CORES TO BE SUPPLIED BY OWNER. ALL DOOR DETAILS AND INFORMATION. 4. ALL DOORS TO BE KEYED ALIKE. 5. ALL HANDLES AND PULLS TO BE INSTALLED AT 38"A.F.F.TO CENTERLINE Date: 02-24-15 b. DOOR TO BE UNDERCUT 1/2"TO ALIGN WITH RECESSED BASE AT WALLS. Drawn By: P.N./S.R. .7. ALL DOORS T BESINGLEACTION Checked By: M.P./G.O. _ 8. ALL DOORS TO BE AS NOTED IN DOOR SCHEDULE. 9. ALL HOLLOW METAL FRAMES TO BE PAINTED TO MATCH RESPECTIVE DOORS U.O.N. Drawing No. DOOR & HARDWARE NOTES HARDWARE D HARDWARE C HARDWARE B HARDWARE A A� 002 SCALE: N.T.S. SCALE: N/A SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 0 00 00 •• 0 0 0 0 oO ,o 00 0 • o o ® s 0 00 0 o 0 0 0 0 0 ° ° ° ArchRebt _0.0°0 °0° eRH SWEFR°$ II PROPRIETOR AFF► t EES �L ,, Qj / 0RFWF ` ARCHITECT Y oo � 000 000 000 O i f:1 S r cW�@r�a'bGtb C�191° E I o -.. ° {€ 102 H.C.FITTING Rtz ° 000 C ° ° ° ° I °0 I DQRF,G0�1 CI( I`1SE°ISO.:4014 ADJACENT SERVICE ADJACENT I ADJACENT ADJACENT i TENANT, N.I.C. I t CORRIDOR TENANT, N.I.C. TENANT, N.I.C. TENANT, N.I.C. r. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE I I ! } [ ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE :...:..:..:::.:::....... ..... .. ...... .. . ...... .. ... ... . .. . ..... .........................:.:... ...r:::.>�:.:..�.::� ..,.S�;.Sr,::.;>;:;.'!!:f::f::�.>::f::f:::;:5.n�;f5::,f%•: sf%kk:::>.::z::k::f.!;;,:kzka.;:k;.ff:5..'.......... .:.:,..,..:.,. ,... , _..... ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION ..r:................::......s::.......:.....,:....,.:..,...,..,...:.....:.c:./..F.........,.,................................................:.............>u::.....:......s..r.r:..f...5.::......::...,...............,....,........:.....swr: .......::.:.............,.,....,............:....:.........:...+........>... ... :: THER € CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. EMPLOYEE CONVENIENCE 1 s' k: t +. f }k kk2S,kf:: � i ••-y•� •••••-�•••RESTROOM STOCKROOM SALES AREA 108 PE CLOSETProject Coordinator 3,241 S .FT85 S .FT 1 043 S .FT 4" 1:300 1:300 XIT LOAD € i 1:30 i 5 SERVICE / OCC-109 4 I ' OC C=1 OCC=3 CORRIDOR . <:xw; ...... ...... ....... ...... ....... Kyr! I : € FFt / :..w ................................. .......................:........,.............:.,......... k ,::.rr,.Y.{..:..>„ ,:.. ::,..:.....:..:. n. ,... ..:.x. ..,.... 9 n /. ;.✓.r'..;,,». rte'%y+v`.+ .;. .., ......,: .................... ..........::::....................................................:.:.....::........ . ............... �r ...r� .R!>.n ,. ....................... .. xp I i is �€ i� €� �� 4 ............. � i... ...... _ Ti I TW0 ONE TW0 _ ..... ..... ....... : i "" ........ � .................. _ ......................._ _. ............... """' i y ..._ . �..: ,�� i EBF, ...�€ L_ _ I 45 West 21 st Street, Suite 403 106 RESTROOM : f Vv 1 New York, New York 10010 ° T 212.904,0432 F 212.904.0433 17i : "1 ! I _ ..� ' . � ' �: ;{, \,t '_' I _ ( I I neer :..... __ .__ (I € ngi .............................._............3 ' ( {,l ..... , € ... ... ' _ O µ� I i MEP E i � . x, I �t _ ...._ ! I M—ENGINEERING I !� I \wpb ! € { INN i """"-' 1 I t € . � 1 -� i ; €1 I 750 BROOKSEDGE BLVD.WESTERVILLE, OH 43081 I DA O ,.». A 40 5T SQ FRO M L --€ SERVICE 4 , MALL € •� "••�� �: 2 (614)839 4639 FX: (614)839-2222 i I 1.30 O coRRIDOR .:< , i. . E =I, €fI _ € �� „ ��,t ( Lighting I OCC=1 / HALLWAY HENNESSY DESIGN It-it ° PO BOX 42162 PORTLAND OR 97242 q t , { EXIT LOA 109 (888)358-6368x101 (503)583-8907 :;.. t I' {.W... I E D r I i I __. .. i ...:...; 105 STOCKROOM ""' i € 3,y! i _ I — - I € I Consultant I �i I I t FITTING ROOM i ,....4 ..... ... ..... ...:.... .... ........:... ....... .... .... .................. ........ i - ....... F ' ! c i I ..? 1„ ) f,< a - i I FITTIN ROOM ;� i _..__.1 ,� : i t ........ 1: I I �, .. ...... .. ................ .... ..� , I I �I s: 29 .FT f - r 7 I..... I' € _ ! , r . . . ,F V. � '' [�><~i t t f ,....... € s 1:30 : 77 r0 74 OC 77 : i it Seal FE O I I ARCHITECT: RH SWEERS II,PROPRIETOR RH SWEERS ARCHITECT. f if I THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE �_ I f _ ... .;. 7 _ _ _ — • � '�°• § CONDITIONS,OR ANY DOCUMENTS DO OT BEAR MY SEAL. Sl qq I ......:..... :. ii: a %::Yww"H:i:.�: .... ,:: ........ .. .....w+w,w:f:k'iw':w25::k" ;::«wM::;::w...... ......�... ...... .. .....n..............4.. y,. ...!»,»:..:...............:..»»y».:.:...:..:::»:....:::......+.........:...........:».».,.:.�.:y:.:.....» :+».,././».fu.:!:/, .... ::. wiwi::5::.. ;:Oi'A:Gi ..,yy... ::;:p'uG'i::,{{::.'ik'w'NkYwfAWG'ifii�fG'�w'�iw':k::5;5..w:wiL".:i:'<!::wN:wi {.Y/.... %:w'AWN:S�iiii�uif'""w«:l�iiiGk:;:kk5.ww«ikk:%::Y'ww'u :::i;iiii'fi:::k:�:::"awwwww�uuuk�'«'fw'kikkk::iYki'iy:y::;.........;;;::;......:.......:... ... v::.:' ,.::....nuw„wwwwwwwa„wiia::s!,!wGG:r.'t ............ wAaYG�y. ..',iiiG'GiA'GWG,w,AGG'GG6S:' .,wwww..lwwwAwww . I .. .. ..... ........rs '...........:... ............. ........ ......... ........�.. w«««.www»ww,wKw+«. yywrr .�wwwwuGiwW;f;'kAAfGi, .. ...,_ .. .—,_ , .............. ...:....... .uwu.<.' www.rww,w,wwwwww f I OFFICE t- 104 FITTING RM 101 F.R.VESTIBULE I i 100 SALES AREA I 43 SQ.FT I 1:100 I I y f € OCC=1 •, I +(� VERLAND PARK. KS I � o t I 9 g�� SERVICE 1 ADJACENT 103 FITTING RM ( I L' O `. I I' - ALCOVE ? TENANT, N.I.C. t No, Date Issued By '� `�>�� 107 MANAGER'S OFFICE r 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. :Y`y;kk55;y,::;'.:x.sss5::.,;;s;;;5:ry::5k;,::y`kr!;:t!%:;:isrk::k2::5:kk::5kksk::kx5:5::%SSS;S:r:'.ynk<SS:kL"!�k5r+:'.5..:%k:.`.Ys::YS::y::k5'.:yy:::%y�.::;»y'!y5kk:^k5%G:;S•:n.!:.55:5:%5.+:ryy,5:s:::' :fir: ' 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. N 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. EGRESS PLAN 06 10-27-14 ISSUE FOR PERMIT 212 D. 1 07 12-15-14 ISSUE FOR BID 212 D. SCALE: 3/16"=V-0" \1 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. EXISTING PARTITION TO 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. REMAIN (FIELD VERIFY EXACT LOCATION) NEW PARTITION (SEE PARTITION TYPES) EXISTING PARTITION TO BE REMOVED Key Plan/Ground Floor AREA CALCULATIONS MICHAEL KORS GROSS AREA OCC/SF OCCUPANTS NEW DOOR (SEE DOOR " SPACE#G06 SALES: 3,241 SF 30 OCC/SF 109 OCC SCHEDULE) ® 4,523 S.F. STORAGE: 1,282 SF 300 OCC/SF 5 OCC TOTAL: 4,523 SF 1 14 OCC EXISTING DOOR (SEE D�DK'S DOOR SCHEDULE) 5O.1m ACCESSIBLE MEANS OF EGRESS 48"H METAL FENCE ALONG 44" OCCUPANCY CALCULATIONS EGRESS PATH BY GC.SEE 5/A400. "°Ros'ToM 4 ■ ■ E ■ ■ ■ ADA ACCESSIBLE ROUTE SCALE: NTS EXIT SIGN TO COMPLY WITH EXS XC® SECTIONS 1011 FOR THE EXIT N SIGN GRAPHICS, ILLUMINATION AND POWER SOURCE Project MICHAEL KORS LEGEND 2 WASHINGTON SQUARE, SPACE # G06 SCALE: NTS 9620 SW WASHINGTON SQ. RD. TIGARD, OREGON 97223 OSEE SHEET A.003 FOR ADA SIGNAGE STANDARDS Drawing Title MEANS OF EGRESS TRAVEL DISTANCE O EXIT DOORS SHOULD BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A EGRESS PLAN TRAVEL DISTANCE 1: 123 LF KEY,SPECIAL KNOWLEDGE OR EFFORT [1008.1.81 TRAVEL DISTANCE 2: 40LF EMPLOYEE CONVENIENCE RESTROOM ONLY. PUBLIC RESTROOM FACILITIES TRAVEL DISTANCE 3: 12 LF _ O LOCATED <300' FROM LEASE SPACE, PER 2011 OPC SECTION 422.4. TRAVEL DISTANCE 4: 36 LF TRAVEL DISTANCE 5: 33'-3"LF FIRE EXTINGUISHER PROVIDED & INSTALLED BY GC, COORDINATE EXACT Project No. 14933 TRAVEL DISTANCE 6: 55'-10" LF OO LOCATION WITH FIRE MARSHAL. Scale: AS NOTED MANUF.. POTTER ROEMER MAX ALLOWED DISTANCE: 250 LF MODEL: #3010 10 LBS ABC DRY-CHEMICAL Date: 02-24-15 UL RATING 4A:60B:C,SIZE: ., 5" DIA.x 20"H. OR APPROVED EQUAL (MINIMUM 2A RATING) Drawn By: P.N./S.R. Checked By: M.P./G.O. Drawing No. NOT USED 6 TRAVEL DISTANCE TABLE 5 KEY NOTES 3 A� 004 SCALE: N/A SCALE: NTS SCALE: NTS I 2 5 4 5 6 FOOT LOCKER, INC. i i i i i i i i i i i i i i 24 i i 2 i i - - - - - - - - - - - - - - - - - - I - - - - - - -------- I 1 ------ - - - - - - - - - � STORE PLANNING DEPT I° I ------------------ - - ---------- I -- i --- i � 112 WEST 34TH STREET 2O I i , �T lil i 2q 24 i 24 i L, NEW YORK, NY 10120 10 FLOOR REMAM ��L.I I PROVIDED DIMENSIONS ARE FOR REFERENCE ONLY. b j VERIFY ALL CONDITIONS IN FIELD AND OBTAIN J L — ----_— ------------ I NECE56ARY APPROVALS FROM LANDLORD PRIOR — E_==� T-- ---- ----- = I I r--- I i0 COMMENCEMENT OF DEMOLITION. 9 /// e II Ia III I I I y° ARCHITECT: z l I 22 ��I \\ III I I 4 35'-9' I III IB G/� REMAIN \ _ REMOVE �-LI \ m 4FD i i i S q 12 32 i i TRICARICO® rc o q 23 I I I II I Tricarico Architecture and Design PC 500 Valley Road Wayne,NJ 07470 0 29 a O I L--------J I II ) 5 I I I I T(973)692-0222 F(973 692-0223 L3 F I I I I i SPACE #D12 II www.hicarico.com o 21 , i i AS "RADIO SHACK" i II REGISTRATION#0654AF Z O : 25 32 29 FLOOR REMAINI _/ MALL TILE TO BE LISCENSE # 2608 u 25 - STI-T'r REMOVED AS REQUIRED I I 10 I I I I BETWEEN LEASE LINE TENANT'S CONTRACTOR SHALL BERESPONSIBLE FOR THE d 14 AND CLOSURE LINE. C 2016 NICHOLAS J. TRICARICO I I I I I SCOPE OF WOW AS INDICATED M THE DRAWMG5 UNLESS A p I _ OTHERUSE NOTED M THE RESPCNSIBILITY SCHEDULE.ANY QUESTIONS OR DISCREPANCIES SHOULD BE BROUGHT TO TENANT PROJECT CONSTRUOTION MANAGER'S ATTENTION tl 29 FLOOR REMAIN 6'-9' 8'-2' 23 2z i I I I PRIOR TO SUBMISSION OF A BID. i b ENGINEER: 25 REMAIN REMOVE FIXTU 5 I,ry� I 30 I -. 25 4 I O IIS I'/-'\ I 2`t I I 24 24� .L---- I `—/_� L—_ „--,—J L---— _z� ------- ----------- ---- -- -- \I _--- -- -- ----_---_ J1-- II I5 — — — — — _ ---- -- ----------- ------ -- — -- -- — w B ------------ -- -- ---------------- i s I L-- a I,I LJ ° U re'L4' I Q I CMU WALL REMAIN i 25 31 I I 15'-6' ---------------- ---- —J r, I- II REMAIN REMOVE PORTION OF DEMISING WALL I I 31 25 2 I F------T _'T _'T _F 1- r i i 3 I I I III ,q SEAL — LLL===9 w j -- -T---- ---T----T----� 4 I j I I I I I I i z NOTE: 1 I I I I I —T— I I I I I I I I DIm �? THE ARCHITECT IS NOT RESPONSIBLE FOR ANY ADDITIONAL ____L ___ ___ _ I SPACE #D1 1 WORK THAT MAY IMPACT THE PROJECT SPECIFIC TO AREAS { —_� , I I I I I I I 26 NICHOLAS d. I ICO I I I I I I AS "CHAMPS" \ THAT WERE NOT ACCESSIBLE AND/OR CLEARLY SEEN DURING A I 31 I 32 I I I I I I I I I I I I I I I � IONNELON,N E FIELD SURVEY, OR ERRONEOUS INFOF41ATION PROVIDED BY � i 31 I L S_ J I I I I i I I I I �___� 0 0 r-- —T----TTI --q I 33 I I I I I OTHERS. IT IS THE TiG.C.'S RESPONSIBILITY, WHO WILL HAVE FULL ----�— _ I I I I I III I to 26 8 --11--J (-T-- I I I I PROVIDED DIMENSIONS ARE FOR REFERENCE ONLY. ACCESS TO THE SITE, TO FIELD VERIFY ALL DIMENSIONS AND - _j I I I I I I I I i I VERIFY ALL CONDITIONS IN FIELD AND OBTAIN I I =-= ?' , EXISTING CONDITIONS PRIOR TO THE START OF ANY WORK AND i I Ir- - I I i Io I I I L--- L--y� NECESSARY APPROVALS FROM LANDLORD PRIOR `�(��i REPORT ANY DISCREPANCIES WITH THESE DRAWINGS TO THE 31 1 11 I I� I L---� I I TO COMMENCEMENT OF DEMOLITION I Iq OF ARCHITECT AND CLIENT IMMEDIATELY. 3 L----T�---J j �1 2b2e 4 REVISIONS O NO. DESCRIPTION DATE li n — -- -- — — -- — — — — — -- — — — -- --- -------- I 6'-0 3/4' 26 2 1 DEMOLITION PLAN SCALE: 3/16" = 1'-O" OI VERIFY PRIOR TO STARTING ANY WORK, ALL LEASE LINE I2 REMOVE ANY FREESTANDING FIXTURES NOT UTILIZED IN NEW 24 EXG STRUCTURAL COLUMN. MAINTAIN IF ANY EX'G RATINGS LOCATIONS WITH LANDLORD'S REPRESENTATIVE. NOTIFY PROJECT CONSTRUCTION. COORDINATE WITH FL PM PRIOR TO DISCARDING AND PROTECT THROUGHOUT ALL PHASES OF CONSTRUCTION, CONSTRUCTION MANAGER OF ANY DISCREPANCIES. FIXTURES (FOR 'CHAMPS' SALES AREA ONLY) SEE A5.0 FOR TYP. O EXISTING DEMISING PARTITIONS 4 STRUCTURAL MORE INFO. 25 EXISTING STOCK SHELVING IN 'CHAMPS' STOCK AREA ELEMENTS/ENCLOSURES TO REMAIN UNLESS OTHERWISE NOTED: 13 EXISTING CASHWRAP 4 BACKWRAP SURROUND TO BE REMOVED. SHOWN AS HATCHED ARE TO BE RELOCATED 4 PROTECT DURING THE WORK AND MAINTAIN EXISTING FIREPROOFING GAP ALL ELECTRICAL STUB-INS, SEAL AND LEVEL FLOOR TO REINSTALLED. SEE A5.0 FOR NEW SCOPE OF WORK. GC TO AND FIRE RATING AS REQ'D. PREPARE FOR NEW FINISHES. MATCH EX'G FOR SMOOTH SEAMLESS LEVEL TRANSITION. VERIFY IN FIELD EX'G FIXTURE CONDITION TO BE REUSED. 14 O EXISTING STOREFRONTS TO BE REMOVED IN THEIR ENTIRETY, GG TO COORDINATE W/ FL PM FOR ANY DISCREPANCIES. DATE: 01 /15/16 3 EXISTING; DRAIN WITHIN BUILDOUT TO REMAIN. G.G. TO VERIFY IN O 26 GC TO COORDINATE INSTALLATION OF BARRICADE INCLUDING BUT NOT LIMITED TO: GLAZING, GLAZING SYSTEM, FIELD PRIOR WORK START- REPORT ANY DISCREPANCIES TO FL GRILLE, SIGNAGE, LIGHTING AND ENTRY SOFFITS, ETC. SEE A2.0 O WITH MALL MANAGEMENT. SCALE: AS NOTED FM IMMEDIATELY. Il I FOR MORE INFO- O INTERIOR PARTITIONS SHOWN AS DASHED TO BE REMOVED. SEE 5 EXISTING NEUTRAL PIER TO BE REMOVED. SEE STOREFRONT 21 EX'G POST AND PANELS BE REMOVED THROUGHOUT 16 I GROSS AREA: 6,586 SQ. FT. AIJO FOR ADDITIONAL SCOPE OF WORK PATCH AND REPAIR ADJ. D� FOR NEW SCOPE OF WORK. G.G. TO PROTECT AND PATCH CHAMPS' SALES AREA. PATCH 8 REPAIR WALLS AS I PARTITIONS TO "LIKE NEW" CONDITIONS. AND REPAIR ADJACENT MALL FINISH AS REQ'D. REQUIRED TO MAINTAIN ANY EX'G RATINGS. SEE A5.0 FOR _ _ _ _ _ CH SALES AREA: 3,216 SQ. FT. MORE INFO. - O5 REMOVE DEMISING WALLS BETWEEN TENANT SPACES SHOWN AS 16 PROTECT MALL'S NEUTRAL PIERS 4 BULKHEAD AND OTHER AZ SALES AREA: 1 ,200 SQ. FT. DASHED. REPAIR SLAB TO BE LEVEL AND SMOOTH AS REQUIRED. FINISHES THROUGHOUT THE DURATION OF THE PROJECT. PATCH 28 GC TO REMOVE EX'G METAL FENCING IN EX'G CHAMPS _ _ - - - - - - - - - L - l�sz��t - - _ - - - - - - - - - STOCK AREA_ SEE A5.0 FOR MORE INFO. r- T - I �" - AND REPAIR TO "LIKE NEW' CONDITIONS. III I I I I III II I5 I I6 PROJECT # : 150554 O G.G. TO REMOVE EX'G BUILD-OUTS AS SHOWN, G.G. TO V.I.F. IF ANY 29 EX'G 'CHAMPS" STOCKROOM FLOOR FINISH SHOWN AS I III j CONDUIT OR PIPING, ETC. IS CONCEALED WITHIN. CONTACT FL PM Ii EX'G STOREFRONT SIGN TO BE REMOVED. SEE A20 FOR O I I I I O HATCHED 70 REMAIN. GC TO PATCH 4 REPAIR DAMAGED I I - = III -_ -_ -_ -_ -_ - I - - - - - - - - - - I = - - - - - III - I I I DRAWN BY: CA MORE INFO. � - - - -1- - - T - - -I- - - - - - � - - - - - - - - - - - - � IMMEDIATELY. PATCH 4 REPAIR ANY EX'G FIRE SPRAY. SEE A1.0 TILE AS REQ D. SEE A3.0 FOR MORE INFO. I �I ZL FOR MORE INFO. 18 EX'G ELECTRICAL SERVICE IN 'CHAMPS' SPACE TO BE EX'G FLOOR DRAIN TO BE GAPPED AND SEALED. SEE P1.0 L - -I / I \ I I RELOCATED. REFER TO ELECTRICAL SHEETS FOR SCOPE OF 1 EX'G REAR SERVICE DOOR TO BE REMOVED. WALL TO BE O WORK FOR MORE INFO. I I III I / \ I III I I I I fl i INFILLED 4 SEALED SHUT. SEE AI.O FOR MORE INFO. EX'G STOCK SHELVING IN 'CHAMPS' STOCK AREA SHOWN 19 EX'G ELECTRICAL SERVICE IN 'RADIO SHACK' SPACE TO BE 31 OS ALL EXISTING WALL FINISHES TO BE REMOVED THROUGHOUT. REMOVED. REFER TO ELECTRICAL SHEETS FOR MORE SCOPE AS DASHED TO BE REMOVED AND DISCARDED IN I III 14 III II // I Y I I I I ILr�� 11-' MAINTAIN ANY EXISTING FIRE RATINGS. VJR OF WORK. THEIR ENTIRETY. REFER TO A5.0 FOR NEW SCOPE OF I III I K I III I I I I WORK. I III I \ O REMOVE EXISTING FLOOR FINISH DOWN TO SLAB THROUGHOUT 20 EXISTING REAR DOORS SHOWN AS SOLID TO REMAIN. SEE AI.O SALES AREAS- PROVIDE A SMOOTH LEVEL SURFACE AND FOR MORE INFO. 32 EX'G THERMOSTATS TO BE REMOVED IN THEIR ENTIRETY. PREPARE SURFACE FOR NEW FINISHES. REFER TO FINISH PLAN VERIFY EX'G LOCATIONS. SEE ML0 SHEET FOR MORE INFO. FOR SCOPE OF NEW WORK 21 EXISTING MANAGER'S DESKS TO BE RELOCATED. SEE A5.0 FORI� - —�1U- - - - - - - -J � - - \1/ � - I � - - - - - - 111- - �I 1 I I I NEW SCOPE OF WORK 33 EX G 'CHAMPS" FITTING ROOM TO BE REMOVED AS SHOWN. - - - - - -I- J - - - - L -I- EXISTING L - 10 EXISTING DOORS SHOWN AS DASHED TO BE REMOVED. SEE REMOVE ALL DOOR ASSEMBLY, FIXTURES, LIGHTING, I �HIE �A1.0 FOR NEw SCOPE OF WORK. 22 TOILET ROOMS TO BE REMOVEDIN THEIR ENTIRETY. EXISTING CEILING SYSTEMS, ETC. SEE AL0 FOR NEW SCOPE OF WORK. I6LJFIXTURES TO BE REMOVED, CAP PLUMBING AS REQUIRED, IN 56'-2' STOREFRONT DIMENSION L___�_-A II EXISTING ROOMS TO BE REMOVED IN THEIR ENTIRETY, ORDER TO PROVIDE A LEVEL FLOOR. Ir INCLUDING BUT NOT LIMITED TO PARTITIONS, DOOR ASSEMBLY, LIGHTING, CEILING SYSTEMS, ETC. SEE A1.0 FOR NEW SGOPE OF 23 EXISTING INSTA-HOTS TO BE REMOVED. SEE P1.0 FOR wORK NEW SCOPE OF WORK PROJECT TITLE DEMOLITION KEY NOTES STOREFRONT DEMOLITION ELEVATION SCALE: 1/4" = , -0 WASHINGTON SQUARE TENANT'S GENERAL CONTRACTOR SHALL: ro. NOT PERFORM ANY ALTERATION'S TO THE EXISTING 10. EVALUATE THE EXISTING TOILET ROOM - - INTERIOR WALL OR 9585 SW WASHINGTON STRUCTURAL MEMBERS, UNLESS SPECIFICALLY NOTED AND (CONFIGURATION AND FIXTURES) TO DETERMINE THE NOTICE TO GENERAL CONTRACTOR: DEMISING WALL TO SQ. RD., TIGARD, OR 1- PRIOR TO COMMENCING ANY WORK CONFIRM WITH THE LANDLORD APPROVED BY LANDLORD. LIMIT OF SERVICEABLE ELEMENTS. TOILET ROOM AND REMAIN. THAT THE SPACE IS THE DESIGNATED SPACE AS SHOWN IN THE PLUMBING FIXTURES MUST MEET ALL APPLICABLE DO NOT REMOVE DURING DEMOLITION ANY 97223 DRAWINGS. REPORT ANY DISCREPANCIES TO THE PROJECT 1. NOTE THAT ALL CONDITIONS AND DIMENSIONS SHOWN ARE CODES (SEE SHEET A1.3) AND THE FIXTURES MUST BE OF THE FOLLOWING SYSTEMS UNLESS SPACE # D1 CONSTRUCTION MANAGER. FOR REFERENCE ONLY AND MUST BE FIELD VERIFIED AT THE IN GOOD CONDITION. COORDINATE W/TENANT PROJECT SPECIFICALLY DIRECTED IN THE DEMISING WALL SITE. UPON COMPLETION OF DEMOLITION, ALL CONDITIONS CONSTRUCTION MANAGER PRIOR TO ANY DEMO. (CMU) 1N REMAIN. 2. CONFIRM LOCATION OF ALL LEASE LINES WITH LANDLORD AND DIMENSIONS ARE TO BE CHECKED FOR VARIANCES. CONSTRUCTION DRAWINGS TO DO SO. O REPRESENTATIVE PRIOR TO DEMO. REPORT ANY DISCREPANCIES IMMEDIATELY TO THE TENANT 11. COORDINATE WITH ANY LANDLORD VENDOR OR SYSTEMS INCLUDE: STORE NO. PROJECT CONSTRUCTION MANAGER, ANY UNNOTED EXISTING CONTRACTOR TO DETERMINE THE EXTENT OF WORK FIRE ALARM 3. COORDINATE WORK AND SCHEDULE WITH THE LANDLORD OR GONDITIONS WHICH MAY CONFLICT WITH THE PROPOSED NEW FOR ROOFING, PLUMBING, FIRE-PROTECTION, SMOKE - - - -_ -_ - -_ _ _ _ _ _ _ INTERIOR WALL, DESIGNATED AGENT. WORK AND MAY REQUIRE MODIFICATION, RELOCATION AND EXHAUST, ETC ANY INFORMATION SHOWN IS TO BE �'2 BURGLAR LARr DEMISING WALL OR OR REMOVAL SHALL BE IDENTIFIED AND REPORTED TO THE VERIFIED IN FIELD. 3. CLOSED CIRCUIT TV (CCTV) OTHER ITEM TO BE 4. PROTECT ALL AREAS NOT INCLUDED IN THE WORK. ANY DAMAGE TENANTS PROJECT MANAGER AT ONCE 4. AUDIO /VIDEO REMOVED. SHEET TITLE THAT OCCURS AS A RESULT OF THE WORK SHALL BE REPAIRED TO A 12. MAINTAIN AND/OR REPAIR ALL FIRE RATED LIKE NEW CONDITION 6 G.C. EXPENSE (SEE SPECIFIGATION). S. REFER TO ARCHITECTURAL AND M.E.P- DRAWINGS FOR ASSEMBLIES AND SEPARATIONS (WALL, FLOOR, 5. LOSS PREVENTION SYSTEM SCOPE OF NEW WORK AND TO CONFIRM TERMINATION AND/OR CEILING, OR BETWEEN ADJACENT SPACES ETC.) TO 6. CUSTOMER COUNTERS OR CAMERAS _1 DEMOLITION 5. NOTIFY THE TENANT PROJECT CONSTRUCTION MANAGER AT ONCE OF REMOVAL OF EXISTING FIXTURES, DEVICES AND SF_ERVICES. MAINTAIN REQUIRED FIRE RATING AS REQUIRED BY EXISTING/RELOCATED STOCK ANY UNFORESEEN HAZARD OF ANY KIND BEFORE DEMOLITION IS ANY CODE OR REGULATION. PROVIDE AND/OR L_ - _ J SHELVING COMPLETE. THE REMOVAL AND/OR HANDLING OF HAZARDOUS S. NOTE THAT ANY MODIFICATION TO EXISTING SPRINKLER MAINTAIN FIRE STOPPING AS REQ'D BY CODE. IF THERE 15 NO SPECIFIC DIRECTION WITHIN PLAN MATERIALS (E.G. - A.C.M-) IS NOT PART OF THIS WORK. IF ANY SYSTEM MUST BE APPROVED BY LOCAL FIRE MARSHALL AND THE DRAWINGS ON A PARTICULAR SYSTEM DISTURBANCE OF HAZARDOUS MATERIAL IS ANTICIPATED BY THIS COORDINATED WITH LANDLORD'S REPRESENTATIVE. 13. REPAIR ANY DAMAGE THAT OCCURS DURING WITHINTHE SPACE, CONTACT THE PROJECT EXISTING TO BE REMOVED WORK, AUTHORITIES MUST BE NOTIFIED 4 PRESCRIBED PROCEDURES DEMOLITION TO ANY ASSEMBLY SCHEDULED TO L_ - - -1 STOCK SHELVING MUST BE FOLLOWED. REMAIN. CONSTRUCTION MANAGER FOR DIRECTIONS. SHEET NO. D1 ■ O DEMOLITION NOTES LANDLORD NOTESLEGEND CH TYRONE PROTO RELEASE 9.3- 11/20151 Architect EXISTING STOREFRONT RH SWEERS I I PROPRIETOR TO BE REMOVED R1=1 SWEERS ARCHITECT !,_, ! ! ;--, r• LEASE LINE �._., ' FF EE } 'DD1 ;CCS ; BB 1 AA; ' Z fr I ti Y i v; 3i s i DASHED LINE INDICATES i / I LOCATION OF MALL @)3wamard..com rhs@)3wamard..com I i Ne ADJACENT TENANT — — — — — — _ STOREFRONT NIC.GC TO / I- — — — — — I BULKHEAD ABOVE. OREGCN i.ICEWS NO.:4014 ADJACENT SERVICE ADJACENT ADJACENT ADJACENT PROTECT AT ALL TIMES / / — — — — — I ANEW TEMPORARY TENANT, N.I.C. I CORRIDOR " TENANT, N.I.C. TENANT, N.I.C. TENANT, N.I.C. GC TO REPLACE EXISTING WALL I BARRICADE SYSTEM ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE i I I i — MOUNTED MALL SMOKE 6ETECTOR� INSTALLED BY ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE k EXISTING BLACK METAL REVEAL t''r— I DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ............ .................................................................°.. .. ......... ..... ....... . . . . . ... . .. TION T COORDINATE SPEC & LOCA LANDLORD VENDOR A ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION :s' IMM7w, r.y:.:•.•fu:5v.. f' a F. :Yi"l<.:':;�r„'cr r::o�rrrrv.:Ev,..r::.:.:r:.r::.rrr.::r»r::o:orr.rrrr.r:..ryrr::,::,r�srfyi•.:r'.:•:,crr..<,.•<r,:••.rr i:,.r.r r..r .<.+au.;.<y<,: ...: .:. :, n :rvr 'rr,,,n. .•.Y.;r..r,a'�<r:r:.r ........�, ,:..Y....Y..I��f! /II`f%%.H`/f. .. .......,.....,.»:.....:.....................:..:......:....:.......:....»:.......»:.».n:.......a.:;,::....u.. .lar. ..i.:r.:. .. ..,z..., ,.,.,.ter•.a'.r.< ,os'. ..r,�ex ..oy.<x,�..w ,G'. rr a.,z.: .. d . .»..,.,:.»:.r,.z..r�<s::>?: :':��. ..:.' � TO BE REPL�CED BY GC � I OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER WITH MALL MANAGEMENT. III I I TENANT'S EXPENSE AS CONSTRUCTIONWITHOUTWRITTENCONSENTOFTHEARCHITECT. PER MALL GC TO VERIFY EXISTING STRUCTURAL MALL COLUMNS GC TO VERIFY CONDITION PORTION OF EXISTING GC TO VERIFY CONDITION CONDITION OF TO REMAIN. GC TO VIF LOCATION OF EXISTING DEMISING CMU DEMISING CMU iOF EXISTING NON-RATED — I I II I REQUIREMENTS. GC TOProject Coordinator <:Y.� ”+.r;!' AC, .:fir':" r.f rCOORDINATE WITH ». «, ��:.:..:;.,.....,.. .. ....rX.....,.,o...,. :/ ,yr,'..,y ., %. �l .:rc:<'ss>;: kiF:' �r`:z'rY3t:.. :ns3r:,irk'a': R V'>m�wr'•. 'kr� , r:' �'r .. EMO E EXISTINGEXISTING CMU AND NOTIFY OWNER/ARCHITECT OF WALLS TO REMAIN. GC TO PARTITION TO BE " "'r• ' """"""" �'' %'�' " � "' _"�<"'`� "�-'.�^' �: rrr.r. ..,r. ....:". . .` .` DEMISING WALLS TO REMAIN. �. I DEMISING WALLS ANY DISCREPANCIES.COORDINATE 3 PATCH AND REPAIR AS REMOVED. i GC TO PATCH AND REPAIR I GYP BD SOFFIT& I I III I I MALL MANAGEMENT. SERVICE EXISTING STRUCTURAL MALL COLUMNS TO ! » F EX'G LIGHTING I SEE A 100.1 TO REMAIN. GC WITH STRUCTURAL DRAWINGS. REQUIRED I D / v EXISTING GYP BD AS I III I TO PATCH AND j 2-42 4'-10" CORRIDOR I , " '# I I I i EXISTING STOREFRONT REMAIN.GC TO VIF LOCATION AND NOTIFY ! REQUIRED FOR NEW FINISH.— ' REPAIR AS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OWNER/ARCHITECT OF ANY DISCREPANCIES. j ! a� — � I I 1 II I TO BE REMOVED LEASE LINE 'J REQUIRED J COORDINATE WITH STRUCTURAL DRAWINGS. ' # L : — Q I # I I /„ T I _ I : ._... ...... ....._.....___..._, ..._.. ..... .,f, ._.._.._.___ ..._... .... •"': •:':zw ,y�r.<zw k, ,c � ��'`rz, do, ...._. .. ...-.. em.xn _..._. _._.. _ 29 r.. .__ ,._..___-.._ .. _.._ ., ,k,• :r:'..., Jam,., :,. ,yy ,..,.<•.,.,.::. . . - _'___....._ __..,. _.._... ._... ..... ... .... r,...,.... .,ll <... .r .... .... .» .. ../r. ... ......: . r..'.niwv, :.'. ..r. r. .,.. ..0 ...:.r:..1, /, r. .'.' .?.:'.'.' /....�..,. ,r. r, : ✓`. fl r:.:....,.... ../& r .a >.::.. :r.5v •r,:r�•:.<i•.r . . .. ........ r .. r. .:..:». ...,....................... ..n .,rr,:,r FK.......:. .r ..... .,#,£J. ./ r r�`... /;..«rr.......:......:...... ...N r.�r — : .r:r, r,/:o�.:�,...... .: I - - _ _ _— ___ _ __ _ _- - - - -=- - - - - - - - - - - —_ _ __ _ _ _ ___ _ _ __ ____ __ — _ _ — _ __— __ — — EXISTINGNON____.A_.. - --I-- EXISTINGPLUMBING •>�:;. - � II II � - - - �--I - - - �- - - - T - - - T - - - -r- - �, �- �- T — �- - - 3 - - - -�- - - - -�- - --T= ==r— � T -r- �- -r- T - -r _ T ,T — T — =='=I- = = ��_=—= LO D �T I ... , r I I BEARING FURR-OUT ;�, �/ FIXTURES/ACCESSORIESI i;µ I I II I I I I I 12 1 I I II I I I I I I I I I I I I I I II I PARTITION TO BE I I I I T ■• 0 O N E T W 0 TO BE REMOVED. I - - 1 - - - 1 - - - L - - - L - - - - - - - - - - � - - - - - - 1 - - - � - - = - - - -I - - - -L — — J - - - � - - - � - - - � - - - � - - - � - - - _ - - -L - - - L - - - - - - - - - - - - — _J I `rz � I - - - REMOVED I I I I ALL PIPING TO , y> �— I I I I I I 45 West 21st Street, Suite 403 REMAIN AND OR TO I aMk — I i I I I I I I I I EXISTING NON-LOAD EXISTING STRUCTURAL MALL GC TO VERIFY CONDITION EXISTING NON-LOAD j ALL EXISTING ELECTRICAL EXISTING STRUCTURAL MALL COLUMNS TO I I I I BE RE-ROUTED AS I , ' '�` — — III I BEARING PARTITION COLUMNS TO REMAIN. GC TO OF EXISTING NON-RATED I BEARING FURR-OUT s i OUTLETS &TELEPHONE-DATA REMAIN. GC TO VIF LOCATION AND NOTIFY I I I I III I I I New York, New York 10010 PER NEW PLUMBING I EXISTING I I I I I T 212.904.0432 F 212.904.0433 ,,' 5 II I & MILLWORK TO BE VIF LOCATION AND NOTIFY DEMISING WALLS TO REMAIN. PARTITION TO BE j , TO BE REMOVED UNLESS OWNER/ARCHITECT OF ANY DISCREPANCIES. i I LEASE LINE FIXTURES.SEE A101 I NON-LOAD I I } I I I y < ' III — { REMOVED OWNER/ARCHITECT OF ANY - GC TO PATCH AND REPAIR I REMOVED l , OTHERWISE NOTED WITH "EX". COORDINATE WITH STRUCTURAL DRAWINGS. AND A202 I y BEARING PARTITION I DISCREPANCIES.COORDINATE EXISTING GYP BD AS I I I I MEP Engineer �) & DOOR TO BE II I WITH STRUCTURAL DRAWINGS. REQUIRED FOR NEW FINISH. I 3 I t REMOVED III I i I EXISTING CEILING AND LIGHTING i I I M-E N G I N E E R I N G EXISTING 2 0 STEEL 3 I 100. I � I I EXISTING FLOOR II I i COLUMNS SUPPORTING i I ALL EXISTING MILLWORK TO BE TO BE REMOVED THROUGHOUT I I I J' I I 750 BROOKSEDGE BLVD,WESTERVILLE OH 43081 CLEAN OUT TO I I ; I REMOVED COMPLETELY INCLUDING i INCLUDING MEZZANINE AND ALL - I ' REMAIN > ?: '' EXISTING STEEL STAIRCASE ! I - I I (614 839-4639 FX: 614 839-2222 €«< ; i II I TO BE REMOVED. i ASSOCIATED ELECTRICAL, DATA & ASSOCIATED STRUCTURE AND SERVICE t `>: i i LIGHTING U.O.N.ALL ELECTRICAL ELECTRICAL WIRING TO BE I ( I CORRIDOR I I� II I I WIRING TO BE REMOVED BACK TO REMOVED BACK TO POINT OF I I I I I \� HALLWAY Lighting kx , I I I rr II I I POINT OF ORIGIN. ORIGIN. I I ; � H E N N ESSY DESIGN N II III \ d I I I EXISTING PLUMBING FIXTURES ALL EXISTING FLOORING TO BE i } I I I EXISTING STOREFRONT, p0 BOX 42162 PORTLAND,OR 97242 LEASE LINE I <ar'. II II L I I I TO BE REMOVED &ALL PIPING I REMOVED THROUGHOUT U.O.N. I I I I�\ I I GYP SOFFIT, LIGHTS, (ggg)358-6368x101 (503)583-8907 <a`: I I I I I S - - III II I I I I 3 y I� - - I I _ AND ENTRY DOORS TO k`y3> I TO BE CAPPED OFF. GC TO PATCH/ REPAIR/ LEVEL BE REMOVED I � < ' I I I I�. - - .�II II I i I l FLOOR AS REQUIRED. REMOVE EXISTING ! REMOVE EXISTING I I III , Consultant I CASHWRAP AND GYP BD SOFFIT& I j ELECTRICAL EX'G LIGHTING GC TO VERIFY I . : II III — — III II — I Sk CONDITION OF I t>� , EXISTING CMU II EXISTING STEEL STAIRCASE EQUIPMENT--Ii I 1'w"€ & CONVEYOR BELT TO BEI EXISTING STOREFRONT DEMISING WALLS I X: II II — _ II II I GC TO VERIFY CONDITION I I i l r L '�` 1 REMOVED. ; TO REMAIN. GC II III_ T II II I OF EXISTING NON-RATED ; DEMISING WALLS TO REMAIN. I I ALL EXISTING ELECTRICAL 1 REMOVE EXISTING I I I TO BE REMOVED TO PATCH AND <b IL —j— i]l IL. — I OUTLETS &TELEPHONE-DATA MILLWORKING — — — — — — — — — — — = — — — I I I "= GC TO PATCH AND REPAIR r REPAIR AS ° ° ! I TO BE REMOVED UNLESS AND ELECTRICAL I >�.�� : UP UP � � , I I I REMOVE EXIS°ING ELECTRICAL i EXISTING GYP BD AS i I I I I I GC TO REPLACE EXISTING Seal REQUIRED I I II I OTHERWISE NOTED WITH "EX". EQUIPMENT 3 ° ARCHITECT: RH SWEERS II,PROPRIETOR RH SWEERS ARCHITECT. EXISTING EQUIPMENT. LEASE SEE POWER/DATA REQUIRED FOR NEW FINISH. I , L — — — — — — — — — — — — — — — — — — - — — — J I I I II I I WALL MOUNTED MALL ^' PLAN AND ELECTRICAL DRAWINGS FOR 1 I I I I III I I SMOKE DETECTOR, THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY SALES/STOCK I RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE DOOR AND FRAME t «f: PROPOSED ELECTRICAL EQUIPMENT I I COORDINATE SPEC & CONDITION R ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL ' I LOCATION WITHMALLS'� ( '�,:, �- — — — —�— — — — �— - - - T — — — T — - - T — — — T — — — T — — — T - - �— — - - � � - - —� — — T — - - —I— — - - T — — — —�— — — — T — — — —�— — — — , � I I A I TO BE REMOVED. I R /� /�� I I 3 3 i — — - - _ _ — _ _ — _ _ — _ _ — _ - - _ _ — _ _ — _ _ — _ _ — I— — 3 0 �C MANAGEMENT. D ;::F ; Y li - - I - - I - - I - - I - - I, - - - I - - I - - I - - I - - II I - - I — I - - I - - I - - I" - - I - - I — — T - - - - T — T — _T_ — # - - - - T — #- — T — T — ,i —I— I MAX. 'I g� AR 3 _ — _ — _ — _L — � L — _L — L � — _J_ — — � — — �— - — � — k: .. i/r ..,r.: .r:..; :'r:.;wr.,,<...;.;;«::.::r:»:r.rzrr. . . .<.�,,..:. ",s 'ss:.. »:f .i �.� rh - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — KMETA FE _ .. ....:. . .. - EXISTING BLACK tf LEASE LINE / ? EXISTING STRUCTURAL MALL COLUMNS TO I REVEAL TO BE �~ `� 1 ,k ` REMAIN. GC TO VIF LOCATION AND NOTIFY C� f EXISTING STOCKROOM EXISTING SALES AREA EXISTING STRUCTURAL MALL COLUMNS TO x EXISTING STRUCTURAL MALL COLUMNS TO LEASE LINE ; OWNER/ARCHITECT OF ANY DISCREPANCIES. , GC TO VERIFY CONDITION I REPLACED BY GC ; SERVICE DOORS AND EGRESS DOOR AND } REMAIN.GC TO VIF LOCATION AND NOTIFY 1 REMAIN. GC TO VIF LOCATION AND NOTIFY COORDINATE WITH STRUCTURAL DRAWINGS. OF EXISTING NON-RATED L DASHED LINE INDICATES 3 FRAME TO BE REMOVED. FRAME TO BE REMOVED. OWNER/ARCHITECT OF ANY DISCREPANCIES. OWNER/ARCHITECT OF ANY DISCREPANCIES. I ' DEMISING WALLS TO REMAIN. I LOCATION OF MALL • COORDINATE WITH STRUCTURAL DRAWINGS. COORDINATE WITH STRUCTURAL DRAWINGS. I j GC TO PATCH AND REPAIR I BULKHEAD ABOVE. t, OVERLAND PARK, KS x r::: ' SERVICE I I ADJACENT i r9 O� I i EXISTING GYP BD AS rik;?'z I ' i 3 I I ALCOVE TENANT, N.I.C. I EXISTING REQUIRED FOR NEW FINISH. ' i { i ADJACENT TENANT STOREFRONT NIC OF O k t No. Date Issued By nvµ�t8 r F 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. >r, Y,fi..:............. ...... ....................... ... .. .. ........... ....................... 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212D. 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. N 06 10-27-14 ISSUE FOR PERMIT 212 D. 07 12-15-14 ISSUE FOR BID 212 D. DEMOLITION PLAN �1 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. SCALE: 3/16"=V-0" 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. 1. SCOPE OF WORK BE ABANDONED SHALL BE DISCONNECTED AND THE ENDS PLUGGED IN AN APPROVED MANNER. THIS PORTION OF THE WORK INCLUDES ALL LABOR, MATERIALS AND SERVICES NECESSARY FOR ANY ABANDONED UTILITIES INTERFERING WITH WORK UNDER THIS CONTRACT SHALL BE REMOVED EXISTING BULKHEAD, MALL AND REASONABLY INCIDENTAL TO COMPLETE ALL DISMANTLING, DEMOLITION,AND SALVAGE AS ONLY TO THE EXTENT THAT THEY INTERFERE WITH NEW CONSTRUCTION. TAKE CONDUIT/WIRE BACK CEILING,SOFFITS,AND EXISTING SIGNAGE, LIGHTING SHOWN AND NOTED ON THE DRAWINGS AND SPECIFIED HEREIN.IN GENERAL,THE ITEMS TO BE TO PANEL LIGHT FIXTURES TO & ELECTRICAL EQUIPMENT TO y% .,,; p PERFORMED UNDER THIS SECTION SHALL INCLUDE, BUT ARE NOT LIMITED TO: REMOVAL OF ALL 8. DEMOLITION REMAIN. :f ::,'. 3 "'a REMOVED. 'f y>' a REMOVE EXISTING UNIT Key Plan/Ground Floor EXISTING ACOUSTICS AND GYPSUM WALL BOARD, CEILING AND FRAMES, LIGHT FIXTURES, CONTRACTOR SHALL CONTACT MALL MANAGEMENT TO COORDINATE LOCATION OF DUMPSTERS. . s# ' EXISTING ADJACENT TENANT , HEATER FLOORING, DOORS AND WALLS, FURRED OUT COLUMN ENCLOSURES, AND STOREFRONT AND AS OPERATIONAL PROCEDURES SHALL BE OPTIONAL WITH CONTRACTOR INSOFAR THAT #hh /,': EXISTING GYP SOFFIT, LIGHTS, MICHAEL KORS STOREFRONT TO REMAIN s SPECIFIED ON THE DRAWINGS. PROCEDURES DO NOT INFRINGE ON THE APPROVED WORK SCHEDULE OR SALVAGE '' UNDISTURBED. AND SLIDING TRACK TO BE £ r REMOVE EXISTING SERVICE x�m , SPACE#G06 € f 2. CODES AND STANDARDS REQUIREMENTS.WHERE SALVAGING IS REQUIRED, PROCEDURES SHALL BE SUCH THAT THE F REMOVED DOOR AND FRAME. 23SF / E; 4,5 DEMOLITION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPLICABLE MAXIMUM AMOUNT OF SALVAGE WILL RESULT. MATERIALS AND EQUIPMENT TO BE a 1 SAFETY REQUIREMENTS OF THE LANDLORD, CITY AND STATE OF THE PROJECT,THE SALVAGES, IF ANY,ARE LISTED BELOW. ' ' EXISTING STOREFRONT, ENTRY . EXISTING,STOREFRONT,TILE REMOVE EXISTING ASSOCIATED GENERAL CONTRACTOR'S MANUAL OF ACCIDENT PREVENTION IN 9. DISPOSITION OF MATERIALS, EQUIPMENT,AND DEBRIS c< DOORS AND GLAZING TO BE d�J �%%, k I• f.. FINISH AND WALL TO BE fl'r, CONSTRUCTION, LATEST EDITION,AND THE APPLICABLE REQUIREMENTS OF THE A. MATERIALS AND EQUIPMENT TO BE SALVAGED: REMOVED. ELECTRICAL EQUIPMENT. r REMOVED , GOVERNING CODE, AND O.S.H.A. • MATERIAL AND EQUIPMENT TO BE SALVAGES ARE LISTED ON THE DEMOLITION . %. ,f 41 PLEASE SEE POWER/DATA ,. 3. PERMITS AND LICENSES PLANS.CONTRACTOR SHALL CONSULT WITH TENANT AND REVIEW THE DRAWINGS ,,. k,; PLAN AND ELECTRICAL >.. REMOVE EXISTING MILLWORK THE GENERAL CONTRACTOR SHALL PROCURE ALL CITY,AND STATE PERMITS AND LICENSES,AND TO DETERMINE THE ITEMS TO BE SALVAGED.ALL ITEMS NOTED FOR SALVAGE SHALL ,::N.:y: 3 ::. EXISTING MALL FINISH DRAWINGS FOR PROPOSED ',' ANDEQUIPMENT PAY ALL CHARGES AND FEES FOR THE SAME, UNLESS OTHERWISE SPECIFIED BY OWNER.THE BE REMOVED AS CAREFULLY AS POSSIBLE SO THAT A MINIMUM AMOUNT OF "' :'. i` ;/ :.,cif;,;, FLOOR TO REMAIN. a ���f /f � , ELECTRICAL EQUIPMENT ARCHITECTURAL, MECHANICAL, & ELECTRICAL PLANS SHALL BE FILED WITH LOCAL BLDG. DEPT. BY RECONDITIONING WILL BE REQUIRED FORE REUSING THE ITEMS. RECONDITIONING THE OWNER. AND INSTALLING OF SUCH ITEMS ARE SPECIFIED IN THE DRAWINGS AND REMOVE EXISTING 4. ORDINANCES AND PROTECTION APPLICABLE SECTIONS OF THESE SPECIFICATIONS.ANY SUCH ITEMS SHALL BE PACKAGED AND "°ft°=�'°M A. CONTRACTOR SHALL CONFORM TO ALL FEDERAL,STATE AND LOCAL ORDINANCES AND PROPERLY STORED AND PROTECTED UNTIL TIME FOR THEIR USE. CONVEYOR CONTROL. LANDLORD REQUIREMENTS REFERRING TO THE PROTECTION FOR PERSONS AND ADJACENT B. MATERIALS AND EQUIPMENT NOT TO BE SALVAGED: REMOVE EXISTING TENANTS THROUGHOUT THE PROGRESS OF THE WORK. • ALL MATERIALS AND EQUIPMENT NOT SCHEDULED TO BE SALVAGED INCLUDING CONVEYOR BELT& B. THE LIMIT OF THE WORK ARE INDICATED ON THE DRAWINGS UNLESS OTHERWISE NOTED. DEBRIS,SHALL BECOME THE PROPERTY OF CONTRACTOR AND SHALL BE DISPOSED METAL STAIRS. N(@ CONTRACTOR SHALL CONFINE HIS OPERATIONS WITH IN LIMITS OF THE WORK AS INDICATED. OF OUTSIDE THE LIMITS OF THE PROPERTY IN A LEGAL MANNER. LOCATION OF C. FIRE, EXPLOSIVES,AND OPEN FLAMES WILL NOT BE PERMITTED, UNLESS PERMITTED BY THE CITY. DUMP AND LENGTH OF HAUL SHALL BE CONTRACTOR'S RESPONSIBILITY. GC TO CONFIRM D. ANY AND ALL EXISTING CONDITIONS,ADJACENT TENANT PROPERTIES, HVAC AND UTILITY LINES, WITH FACILITIES LOCATION OF DUMPSTER. Project AND OTHER ITEMS NOT SPECIFIED ON THE DRAWINGS, ETC., DAMAGED BY THE CONTRACTOR IN 10. CLEAN UP MICHAEL KORS THE EXECUTION OF THIS CONTRACT SHALL BE RESTORE TO FORMER CONDITION BY *SALES OF SALVAGED MATERIALS SHALL NOT BE CONDUCTED AT THE UPON COMPLETION EXISTING GYP BD SOFFIT, CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO CHANGE IN THE CONTRACT PRICE. OF ALL DEMOLITION WORK,CONTRACTOR SHALL PROMPTLY DISPOSE OF ALL DEBRIS LIGHTS,AND ACT CEILING WASHINGTON SQUARE, SPACE # G06 E. ALL ITEMS INDICATED AS EXISTING TO REMAIN SHALL BE PROPERLY PROTECTED FROM ANY RESULTING FROM DEMOLITION OPERATIONS.THE CONTRACTOR SHALL LEAVE THE PROPERTY, TO BE REMOVED. DAMAGES, CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PRESERVE THE EXITING THE ADJACENT TENANT SPACES AND THE BUILDING IN A CLEAN CONDITION,SATISFACTORY <:<#°F: 9620 SW WASHINGTON SQ. RD. TO REMAIN ITEMS. TO LOCAL AUTHORITIES AND THE ARCHITECT.THE CONTRACTOR SHALL REPAIR ANY %� � �� � , , EXISTING, STOREFRONT, ENTRY REMOVE EXISTING WALL % . y REMOVE EXISTING TIGARD OREGON 97223 �_-�:..�''�¢�<,: �''r. DOORSAND GLAZING TO BE PARTITION � F. DEMOLITION WORK SHALL NOT COMMENCE UNTIL TEMPORARY WORK SUCH AS FENCES AND ADJACENT TENANT WALL, LOBBY FLOORING, ETC.TO THE SATISFACTION OF INVOLVED �,/,f . ;. I j){{ . .:'.#::r. :. -' :;L:: :1::":::•.» it , i', : ELECTRICAL EQUIPMENT. '( ir:l4r::ni: ED BY THE DEMOLITION PROCESS. �.... ,� •::<:..«««..,««<.,k` {,I{I= ':, ' REMOVED. r. ;::##<.__>:>: ,:F..:::, ,,,'�' II I �,'„'I ��, Drawing Title BARRICADES AND ANY REQUIRED WARNING LIGHTS AND APPARATUS ARE FURNISHED AND PARTIES DAMAGED � ��,� fl,k�, Iff, e ! I'I' g f �0. PLEASE SEE POWER/DATA INSTALLED. BARRICADE &GRAPHICS MUST BE INSTALLED DURING EVENING 12:30PM TO 8:30AM 11.GENERAL NOTE: UPON COMPLETION OF DEMOLITION OF PREMISES, ENTIRE SPACE DIMENSIONS •;,.rr x ”"�, • • °'�`' '��" EXISTING GYP BD WALL PRIOR TO DEMO CONSTRCUTION. SHALL BE VERIFIED AND NOTED OF ANY DISCREPANCIES BY GC'S FIELD SUPERVISOR USING PLAN AND ELECTRICAL 5. SITE INVESTIGATION CONSTRUCTION LAYOUT SHEET.GC SHALL RESUBMIT THAT SHEET WITHIN (3) THREE DAYS FROM TO BE REMOVED. :"';, DRAWINGS FOR PROPOSED DEMOLITION PLAN CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE FULL EXTENT OF THE DEMOLITION WORK AND START OF CONSTRUCTION TO ARCHITECT. #<#<>: ELECTRICAL EQUIPMENT ALL EXISTING FLOORING ANY OTHER MATTERS THAT IN ANY WAY AFFECT THE WORK. FAILURE OF THE CONTRACTOR TO ACQUAINT HIMSELF WITH ALL AVAILABLE INFORMATION CONCERNING CONDITIONS WILL NOT FROM LEASE LINE TO BE • REMOVED THROUGHOUT EXISTING PLUMBING FIXTURES REMOVE EXISTING RELIEVE HIM FROM RESPONSIBILITY FOR ESTIMATING THE DIFFICULTY OR THE COST OF THE WORK. U.O.N.GC TO PATCH/ Project No. 14933 6. DISCONNECTION OF SERVICES TO BE REMOVED & ALL PIPING i !?F CONVEYOR CONTROL. REPAIR/ LEVEL FLOOR AS Scale: AS NOTED A. EXISTING SERVICES THAT WILL BE DISRUPTED BY CONSTRUCTION WORK SHALL BE RE-ROUTED AS REQUIRED. TO BE CAPPED OFF ,.,, s% -' NECESSARY TO PROVIDE TEMPORARY CONTINUATION OF SERVICE. " 3'#. ALL EXISTING FLOORING TO �" Date: 02-24-15 B. DISCONNECTED SERVICES SHALL BE PLUGGED AND SEALED IN AN APPROVED MANNER. BE REMOVED THROUGHOUT C. SPRINKLER SHUT-DOWN SHALL BE COORDINATED WITH THE BUILDING PRIOR TO EXECUTION OF U.O.N.GC TO PATCH/ Drawn By: P.N./S.R. WORK. REPAIR/LEVEL FLOOR AS :y ~" Checked By: M.P./G.O. 7. ABANDONED ELECTRICAL WIRING REQUIRED. CONDUITS AND OTHER UTILITIES ENCOUNTERED IN THE PROGRESS OF THE DEMOLITION THAT ARE TO Drawing No. DEMOLITION NOTES PHOTOS 3 2A- 1 00 SCALE: N.T.S. SCALE: N.T.S. O CO O coo a Architect 000 O. O C RH SWEERS II PROPRIETOR (2)362S162-54 W/362T 0 L, 125-54 STEEL POST BY << LINE OF ADJACENT , ~� STOREFRONT GLASS SYSTEM BY RH SWEE RS ARCHITECT `FF 1 ( EE , `DD; CC; ABB) tAA} t Z✓' G.C.SEE S100 FOR ALL TENANT STOREFRONT', Y STOREFRONT VENDOR.SEE A300 C,: 1 I INFORMATION TOREMAIN » FOR MORE INFORMATION. _ _ _ _ _ _ i ( LINE OF MT-1 LEASE LINE l o @sc�m FhswPa�sarCh. i I :< EYEBROW (ABOVE) , _ 4A 2 I 102 H.C.FITTING RM (2)362S162-54 W/362T 125-:4 ORF.GC!N.UGEJSE NO.:4014 f ; A301 A 2 I I STEEL POST BY G.C.SEE S 100 ADJACENT SERVICE : ADJACENT ADJACENT ADJACENT I I FOR ALL INFORMATION ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE TENANT, N.I.C. CORRIDOR E i l l TENANT, N.LC. TENANT, N.LC. TENANT, N.LC. ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE I r:. 2 2 DUPLICATED USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION 3 $ NEW WALL OPENING FOR c;r ss:r.";:n.. .r:.:x •k:.r.;s;:r::x #:: ';^�;r 'a{,. ...zn'<:a':xr.... .z,ruaa,:,r •ti»•.•;. '�rkas:,^✓a^. :;.<z^..;^.::::::.^.>zs,^.;::^:zr.z ..r.2..:'s.r •:rrr .�...{.x . OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER DURATRANS FIXTURE BY MWC. CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. i £ 2 3 ( SEE A305 FOR DETAILS I � EXISTING STRUCTURAL COLUMNS '` Project ordinator I l 1 r. . ICo ; I 108 ♦*E CLOSET 1 : TO REMAIN, (TYP.) GC TO V.I.F. . .. .7:. ....:� 'k ro. ✓r :.r.;N > z+.......r..... .t. .....,.....r...m..;. nv, :.Fyri. .....;.:: �+r..:.......5rs... . . .....:. . : o..�.�N , s r;;:<;s: ; I ��,� I H X X4 STEEL POST BY 1 j I i:# 1 EX. 2 4A I G.C.SEE 5100 FOR ALL 0 SERVER CABINET, SERVICE ? 1 I -------------- EXISTING STRUCTURAL EXISTING STRUCTURAL , INFORMATION EX. (ABOVE) SEE A103 / 1A i l CORRIDOR 1 I I 2 LEASE LINE COLUMNS TO REMAIN, >` LEASE LINE I COLUMNS TO REMAIN,I 2 - -- - - - - - - - - -� 1 / i/ 3 ...... NONE ...... ....... ..... 3 I A 1 A (TYP.) GC TO V.I.F. (TYP.) GC TO V.I.F. !"CLEAR TEMPERED GLASS » .. EX. EX. 1 EX. ! f 1 EX. 1 .. , �;�,;�µ< ��Y , , <u I i I I 3 ! 2 3 I BY STOREFRONT VENDOR._...., "... „ ,'� "+». :z. ."..� ..............6. .. .":.: <r:..^'s»srF...•:' ,,...,.�.;,zzzraz?z��:xifri <.5tif+ + , v .: wk.,. ...Y..... 'zzz!^. .fir:� .:y,..,,>.11."{ :;:Y'.:. Ap;'r ..l::y;;,z�/^z ...&, � :....:........ �»,.:� .,t.:. ;.x^. ::;:ue�,it ,r:+v zu'x:,.: .n':<::aj'u?:x<>nzr:x^'u s;w::. «::w..wsrzv. I >..,,, 2B 1 , 16"H RAISE WK --, 4 C _ . _ _ __ _.._ _ _ .. _ C ._ I c TWO ONE TWO O I ... ...... ...... ._.._ _ _ _.�... . EX. r; _ :.. ...... - _..... ...... ....... ...... ...: HSS6X4X STEEL POST BY "'-' "': NEW WATER ALL EXISTING CMU �- - -' GC TO PROVIDE AT WALLS ALL EXISTING DEMISING WALLS TO REMAIN. 3 ( I G.C.SEE S100 FOR ALL -<„ A < ......, ° I ( LINE OF 8-0 AFF GYP. BD. HEADER ABOVE.SEE GC TO PROVIDE AT WALLS NEW FURRING WALK LINE OF 8'-0"AFF GYP. BD. HEADER I 45 West 21st Street, Suite 403 COOLER GC TO DEMISING WALLS BEHIND MWK CABINETS FIRE GC TO PATCH, PAINT AND REPAIR TO NEW I INFORMATION 1 ' ( 16 ! ! MWK SHOPS AND A102.GC TO COORDINATE BEHIND MWK CABINETS FIRE BY GC ALONG ABOVE.SEE MWK SHOPS AND A102. I ; I New York, New York 10010 106 RESTROOM =`r- -, :x 1 PROVIDE 5/8"DIA. TO REMAIN.GC TO 36 TAPE ONLY, U.O.N. NO OTHE CONDITION AS REQ'D (TYP.) COL WATER TAP PATCH, PAINT AND FINISH IS REQUIRED. GC TO WITH MWK SHOP DRAWINGS LOCATION OF ALL TAPE ONLY, U.O.N. NO EXISTING DEMISING; GC TO COORDINATE WITH MWK SHOP i I 2 2 I GYP. BD.SOFFIT AND HEADERS,TYP. I OTHER FINISH IS REQUIRED. WALL. DRAWINGS LOCATION OF ALL GYP. BD. I i I T 212.904.0432 F 212.904.0433 s.u. U ' LINE AND SHUT OFF REPAIR TO NEW ELECTRICAL EQUIPMENT`. ( COORDINATE WITH MWK SH(bP } GC TO COORDINATE WITH " DWG AS REQUIRED (TYP) VALVE TO NEW CONDITION AS SEE ELECTRICAL DWGS ' � ...... ...... _..... , ALL BACKING/BLOCKING AND PLYWOOD - "-'- '-, SOFFIT AND HEADERS,TYP. ' I l ..._ ....... ....... ...... MWK SHOP DWGS. l <" _ _ _ _ _ _ _ _ _ -- WATtR COOLER & REQ'D (TYP.) FOR MORE INFO. ;, SHALL BE FIRE RETARDANT I AS REQUIRED (TYP) EP Engineer PROVIDE DUPLEX i M-ENGINEERING ' - GC TO COORDINATE WITH MILLWORK i OUT4ET.SEE A-103 - - - -- EX. 1 A 3 I I 750 BROOKSEDGE BLVD.WESTERVILLE OH 43081 { . I VENDOR AND MILLWORK SHOP DRAWINGS ALINE OF CEILING (E��LEASE LINE � ,LINE OF NEW CONCEALED AMS SENSORMATIC 2020 r�� '' ! "'- --" "-' --" ' FOR ALL MWK FIXTURE REQUIREMENTS, i I I (614)839-4639 FX: (614)839-2222 GC TO INSTALL NEW WATERPROOF 36 l COVE ABOVE, ,FLOOR ANTENNA SYSTEM BELOW COCOA MAT. SEE I I € c ' MEMBRANE IN ALL WET AREAS OF THE INSTALLATION, DETAILS AND INFO. REFER TO SEE A102 A103 FOR MORE INFORMATION.GC TO COORDINATE I I I MALL SERVICE "<< l SPACE. USE A 30 MIL POLYETHYLENE I 3B / SHEET Al 04 FOR FIXTURE PLAN. (TYP.) ; ALL REQUIRED SLAB WORK WITH MALL MANAGEMENT. I I HALLWAY Lighting CORRIDOR r -J� _> I CLEAVAGE MEMBRANE (EQUAL TO 2 ► l ! 5€< ( Q wO DIMENSIONS TO FACE OF GYP. BD. UNLESS I I I I " I H E N N E S SY DESIGN „ > , NOBLESEAL TS) INSTALLED AS PER � i ' :w '_-"' j OTHERWISE INDICATED I ;NEW 8'-0"W x 10'-0"H PIVOT DOUBLE GLASS ENTRY _ 1 LINE OF MT-1 PO BOX 42162 PORTLAND,OR MANUFACTURERS RECOMMENDATIO S .; 1 97242 AND ANSI A108.MEMBRANE MUST BE " i ?DOORS AND SIDELITES BY STOREFRONT VENDOR AND I EYEBROW FRAME } 4J _ffl_ is 3B PARTITION FRAMING/ BLOCKING AND I i I l 1 (888)358-6368x101 (503)583-8907 EXTENDED UP THE WALL 48"AFF. USTOM HANDLES BY MW (FRAME MT- ) (ABOVE) 105 STOCKROOM 3 ; HEADERS BY GC. GC TO COORDINATE i C F 1 I I 1 I I ;. ♦ ..!� ! REQUIREMENTS WITH MWC AND MILLWORK , I L Consultant ALL EXISTING CMU DEMISING SHOP DRAWINGS. i LINE OF 8'-0"AFF GYP. BD. HEADER WALLS TO REMAIN.GC TO PATCH, l GC TO PROVIDE AT WALLS k�6 ABOVE.SEE MWK SHOPS AND A102. GC LEASE LINE 'h PAINT AND REPAIR TO NEW \ 3 GC TO COORDINATE WITH STROREFRONT BEHIND MWK CABINETS FIRE TAPE :LINE OF 8'-0"AFF GYP. BD. HEADER I 16"H RAISED MWK 3A TO COORDINATE WITH MWK SHOP PLATFORM BY MWC. CONDITION AS REQ'D (TYP.) O \ ; _,m VENDOR ALL STOREFRONT ONLY, U.O.N. NO OTHER FINISH IS !ABOVE.SEE MWK SHOPS AND A102. GC I i 1 I 3B ; ; FRAMING/SUPPORT AS REQUIRED AND TO DRAWINGS LOCATION OF ALL GYP. BD. REQUIRED.GC TO COORDINATE `TO COORDINATE WITH MWK SHOP I �"CLEAR TEMPERED GLASS ......................... i A 3 SOFFIT AND HEADERS,TYP. i WITH MWK SHOP D GS i -- -- ; , ENSURE INTEGRITY OF SYSTEM (TYP) ' , T W -DRAWINGS LOCATION OF ALL GYP. BD. I ! I BY STOREFRONT VENDOR. ALL EXISTING DEMISING WALLS t i I Seal AS REQUIRED (TYP) 'SOFFIT AND HEADERS,TYP. I i TO REMAIN.GC TO PATCH, PAINT 5 ALL EXISTING DEMISING ! ARCHITECT: RH SWEERS II,PROPRIETOR RH SWEERS ARCHITECT. A4*: ; ;` r 2 i WALLS TO REMAIN. GC TO AND REPAIR TO NEW CONDITION NEW FURRING WALL BY GC I I HSS6X4Xa STEEL POST BY THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY ` �'` '' PATCH, PAINT AND REPAIR i I 1 RESPONSIBILITY FOR THE EXISTING BUILDING CONSTRUCTION ELEMENTS SITE AS REQ'D TYP. 36 s : •, �� . ..... ....... ...... ...... ....... ...... ...... ....... ...... ...... ...... ... ..... ...... ....... ...... 1 (TYP.) : ; ... ON EXISTING DEMISING WALL _". ; ...... ....... ...... ....... ...1.. ...... .... G.C.SEE S100 FOR ALL , ! ----- ---- --,- --- ---- --.+ ---- -.-•- _ ; TO NEW CONDITION AS ' CONDITIONS, R ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. 2 _ _ _ _ _ _ W _ 2 BY LANDLORD 2 �..... ... INFORMATION «m, =,.,<. ; : ALIGN ALI: N s 2 j C 1 REQ'D (TYP.) I I 2 77/ HSS4X4X4 STEEL POST BY r,........ g L ` 'lj 1. 1 1B 1 18 1 1 1 3 EX. EX. EX. EX. EX. EX. 1A l ; d^:" ;^.:MMYlf,+.k?>.SMMM„^• ditit"t"ii zz.' .w:%MV4t:;;:<:,M,,, i;�;:• .Lr{ ..1..,. .:.,.». .J,+ ,..:�.a..,.:�+:"'+:': :'f"')): l.l:✓A; �:rJ, ..5NW4;Y;x::MYkf )� R::WMKW�YMWMIVM%hK4hW.%:::;i:NM�M:;k:::MIM1! 28 .,...... ..� .. .,..,.^.Rz;2.,.J.. .J.,.n. �..� ,.�.. .....,. � .{. +'+,;;;;,,•.,..».?:v+.;;G;.::; d::MWMr:"' %5M:`�:..,. ;.{f'z ...... .......... . ........ :........ ... .;:"�.:<.......: .: .;;:,. + is / ' O i A G C SET:S1D0 OR ALL ALIGN ALI N 1 EX. 1 EX. EXISTING STRUCTURAL 1 EX. 1 EX. I 2 1 E >°`::..`<^.>"Fk INFORMATION NEW DEMISING 104 FITTING RM 101 F.R.VESTIBULE LEASE LINE COLUMNS TO REMAIN, 100 SALES AREA LEASE L1111- NEW INE �` i 2 PARTITION TO I i (TYP.) GC TO V.I.F. ' ! LINE OF ADJACENT COVER DOOR ! 2 TENANT STOREFRONT • OPENING BY GC. TO REMAIN I / I OVERLAND PARK. KS SERVICE I 3 ADJACENT 103 FITTING RM I i C}O _ ALCOVE ! ! TENANT, N.I.C. i O �� N.I.C. F O 107 MANAGER'S OFFICE No. Date Issued By €: 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. r: 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. 06 10-27-14 ISSUE FOR PERMIT 212 D. 07 12-15-14 ISSUE FOR BID 212 D. 1 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. N � 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. CONSTRUCTION PLAN SCALE: 3/16"=1'-0" Key Plan/Ground Floor EXISTING PARTITION TO X DTL # SEE DETAIL 1. SEE FIXTURE PLAN AND FIXTURE DETAILS FOR FIXTURE INFORMATION. MICHAEL KORS REMAIN (FIELD VERIFY XX SHT # 2• SEE REFLECTED CEILING PLAN FOR SOFFIT AND LIGHTING INFORMATION. °�^^°Y SPACE#G06 EXACT LOCATION 3. NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH PLANS IN RELATION TO EXISTING - ® 4,523 S.F. FIELD CONDITIONS. WALL 4. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. DO NOT SCALE. NEW PARTITION 5. DIMENSIONS ARE FROM THE FACE OF FINISHED WALL (GWB) TO FACE OF FINISHED WALL (GWB) UNLESS OTHERWISE D1CKIN $PORTING (SEE PARTITION TYPES) XX XX CEILING NOTED ON PLANS. 6. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, XX XX BASE USED, CLEANED, AND CONDITIONED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS OR EXISTING PARTITION TO INSTRUCTIONS. BE REMOVED FLOOR 7. ALL WORK SHALL BE EXECUTED IN A MANNER ACCEPTABLE TO THE OWNER. 8. UNLESS NOTED OTHERWIRE,THE GENERAL CONTRACTOR SHALL PROVIDE AND PAY ALL LABOR, MATERIALS EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT MACHINERY,TRANSPORTATION, PERMITES AND OTHER SERVICES AND FACILITIES ELEV.# SEE INTERIOR NECESSARY FOR PROPER AND TIMELY EXECUTION OF WORK. X 9. THE TENANTS CONTRACTOR WARRANTS TO THE OWNER AND TO THE ARCHTIECT THAT ALL MATERIALS AND EQUIPMENTS NORDSA ROM O EXISTING DOOR TO REMAIN XX ELEVATIONS FURNISHED UNDER THE CONTRACT ARE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORKS WILL BE AS SPECIFIED SHT # AND FREE OF DEFECTS. 10. FOR ALL WOOD MEMEBER REQUIRED BY CODE TO BE FIRE RETARDANT TREATED, PROVIDE PRESSURE IMPREGNATION NEW DOOR (SEE DOOR WITH FIRE RETARDANT CHEMICALS TO PROVIDE UL PRS FIRE HAZARD CLASSIFICATION,ALL WOOD SHALL BE IDENTIFIED WITH A UL LABEL CERTIFYING THIS CLASSIFICATION AND FM DIAMOND. OSCHEDULE) X DTL # SEE SECTION 11. APPROVED FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY LOCAL AUTHORITY. N CUTS AND DETAILS 12. ALL PENETRATIONS OF FIRE RESISTIVE FLOOR OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION XX SHT # DETAILS THAT CONFORMS TO UL STANDARDS FOR THROUGH PENETRACTION FIRESTOP SYSTEMS. THE CONTRACTOR Project SHALL SUBMIT SUCH DRAWINGSOSHALL BENG DETAILS AVAILABLE TOICH SHOW ANY CITY NSPOMPLETE CONFORMANCE ECTORS. THE DRAWINGS SHOTHE UL LISTING TO THE ALL BE SPECIFIC FOR EACH MICHAEL MICHAEL KORS SEE PARTITION TYPES ON DOOR NUMBER (SEE PENETRACTION WITH ALL VARIABLES DEFINED. SHEET A400 O SHEET A002 FOR 13. ALL OUTSIDE CORNERS AT DRYWALL PARTITIONS AND FURRINGS TO HAVE METAL CORNER BEADS SPACKLE AND WASHINGTON SQUARE, SPACE # G06 FURTHER INFORMATION) SMOOTH. 14. HVAC CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR INTENDED DIFFUSER DUCT,THERMOSTAT LOCATIONS, ET. FOR 9620 SW WASHINGTON SQ. RD. REVIEW PRIOR TO FABRICATION AND INSTALLATION OF SAME. TIGARD, OREGON 97223 15. THE CONTRACTOR IS TO REPLACE ANY FIREPROOFING REMOVED FROM THE BUILDING STRUCTURE DURING DEMOLITION/CONSTRUCTION. Drawing Title 16. ACCESS PANELS IN WALL FOR PLUMBING, MECHANICAL OR ELECTRICAL ACCESS TO BE FLUSH FRAMELESS GYP. BD. PANELS. (SEE SPEC.) CONSTRUCTION PLAN 17. ALL GLASS, INTERIOR AND EXTERIOR AND ALL STOREFRONT METAL TO BE CLEANED WITH A LIQUID DETERGENT AT COMPLETION OF CONSTRUCTION. 18. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADS AND JAMBS AS REQUIRED TO MAKE ASSEMBLY RIGID. 19. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING INTEGRITY OF RATED PARITIONS &STRUCTURE PARTICULARLY WHERE PENETRATED BY VARIOUS TRADES AND SERVICES. Project No. 14933 20. THE GENERAL CONTRACTOR TO PROVIDE AND INSTALL PAPER COVERING APPLIED TO THE STOREFRONT GLAZING DURING MERCHANDISING. Scale: AS NOTED 21. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE FINAL CLEAN UP OF THE ENTIRE PREMISES TO INCLUDE BY NOT LIMITED TO FLOORS, MILLWORK, FIXTURES, ETC. FOLLOWING THE INSTALLATION OF THE MILLWORK. Date: 02-24-15 22. G.C.SHALL SUPPLY & INSTALL PROPER AND ADEQUATE WOOD BLOCKING TO TSUPPORT ALL OWNER SUPPLIED AND MWC APPLIED & INSTALLED ITEMS FOR FIRM AND SECURE INSTALLATION ON WALLS, COLUMNS, ETC. GC SHALL Drawn By: P.N./S.R. COORDINATE WITH MWC FOR REQUIRED LOCATIONS AND ADEQUACY OF BLOCKING REQUIREMENT AND PROVIDE ALL Checked By: M.P./G.O. SUCH BLOCKING PRIOR TO CLOSING UP ANY AND ALL WALLS, COLUMNS, ETC. IF REQUIRED BY CODE AND LOCAL 00110 NONE BUILDING OFFICIAL,SUCH BLOCKING SHALL BE FIRE RETARDANT TREATED TO MEET SUCH REQUIREMENT. Drawing No. NOT USED 4 SYMBOL LEGEND 3 CONSTRUCTION/GENERAL NOTES 2A� l 01 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Architect RH SWEERS II PROPRIETOR RH SWEARS ARCHITECT tstswaei-samli.c6m OREGGN UCENSE NO.:4014 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. Project Coordinator TWO ONE TWO 45 West 21 st Street, Suite 403 New York, New York 10010 T 212.904.0432 F 212.904.0433 FF ` c EE - DD ;CC= 'BB (AAS Z i Y € MEP %' 15'-11"VIF % Engineer _ aM—ENGINEERING 93' 14'-32"VIS 941' 750 BROOKSEDGE BLVD.WESTERVILLE, OH 43081 I , _ 102 H.C.FITTING RIW 14'-$ ' — _ — — — (614)839-4639 FX: (614)839-2222 F I ADJACENT ' SERVICE ADJACENT ADJACENT ADJACENT _,� "' Lighting I TENANT, N.LC. 4 CORRIDOR i TENANT, N.I.C. I TENANT, N.LC. I TENANT, N.LC. -� N z DESIGN LO s., M Z 0 HEN E Y 4 � O / M ........... .,....,»..,,.,..,.,,...,. .. ., ,�.,:::,:.....:.:....k.�,.s:t::::,'::.r.t::;.:::r:�:.„:3..;•,r:•:t..;,>:::t<:a:F...,f r;.; 'f�':. ,:��.rr?w .o,�z::> Q ..........::...>.....:...:..�.... .../::�;...»�.r .�,»t:;wta;::.,tnrvr....r.,,r..33.r< fs... '9..,,3::. �u.. fir. ::x. :>:'f:4', fix.>::r.....,.`. s c 1 w Q PO BOX 42162 PORTLAND,OR 97242 '1'-10" 2'-0" 11'-34' 3 N Q — w (888)358-6368x101 (503)583-8907 � UJ LU 3 N z p p j 1 In l 3 I 15' 1 , f 108 PE CLOSET a i Consultant :rra:.;.tn,..,.t,.y<..� .. ..r,:';'<, .,... ,.::.,:�::.,:r3:;,.<::,;;.tt•.;.<..<,... .w: t,y.. 33x.3: r ,". A3^ .r3x�:> 3 ,. z,.,....x / . ..,x., ...............�. . .?zz„ ...,r.�zr 'r»./ :..».:../ ..�3.t.,, , « �x.«tir:3.':;tf.. „//u. .,/ter ,,..d...:.:^.,,, ..�•A`.,..:r6'G<. ,cr:.., .::.zi.r:?ri::: r:s:'.z:F <.:>'wi:'fru�': z>ac�. 'f . `�: S•s ''� CJ 9 € L9 T-6' ! SERVICE I bo w f HOLD I i CORRIDOR ,'s4?;, yx3yu�,�.:g.:�.�i9 , .n. :t.....:,,,;.... ... f ,. :. few. ,£t...., .. ,.2„ ,. 2» £, .. . ...,..,».,,.. :.,.. ,.,,»,.... .: , .. .. : ... £..i .» ,...�: .,.n{`. n .. .� ,�,.,.,., ,;.A,C:Mikk" 'l33':'�!,;':' ::•Y;�;.h '•k"" '{t2'()u..'(.53.: ' '.^'.'f:' ..www-.., ............ .�:u,...» ..., .f...,...� f' y?. �x � 29Seal t — — 21 _b N 3 3 3 I I ARCHITECT: RH SWEERS 11,PROPRIETOR RH SWEERS ARCHITECT. ».• _ - 2 - f u- THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY _. .__.. _ . .__. ._. __.. _... _ ___ ..__ ._. � RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE ^� L— =="="=......•• I 28'-72'HOLD i 5'-6Z' 12'-0"HOLD 23'-0"HOLD 1 '-4"HOLD 3 1'-1 1' 4'-1" CV CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. 106 RESTROOM f a3'-0" 4' I o I I ' D AR <.... ; .x. :. ; xw3: .. „ - : i o i € '-6" °D I y p M 2 924" f� _ i HOLD xr.<< i V I F I l € I n " ' 8-6a ' ' ! 23-la' 6'-1 » I , i I l I OVERLAND PARK. ._ _,_... NOTE:5'-3" tI�1 ' 4'-6" I N O • GC TO VERIFY IN FIELD ALL DIMENSIONS EXISTING I I MALL HOD r el °OCONDITIONS FLOOR SLOPES WITH +ANJ -TAGS AND 6'-0" IF ANY DISCREPANCIES GC'S FIELD SUPERVISOR SHALL HALLWAY _ OF O O R �'1� zo 0 01 ZN CORRIDOO O I NOTIFY/SUBMIT USING CONSTRUCTION LAYOUT = = Q = N c i O �, " -........-"--' " > ! f N ! SHEET ARCHITECT, MILLWORKER, MK DESIGN PM AND 01 °0 ! I CO L.... ...... ....... ....... ...... ..... - - N i o MK CPM WITHIN 3 DAYS FROM START OF; N Y i co ` ;k`Wj I ' 3 CONSTRUCTION . � � No. Date Issued By <k ,� i GC TO ESTABLISH STOREFRONT BENCHMP.RKS 105 STOCKROOM "' """' """ '"'""" " i € •R'^ 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. r` _�. : �. l 4i b.. 01 '"".... ( ! 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212D. ' 98'-2"VIF ^v -3"HQLD I 03 10-16-14 2ND SCHEMATIC SET(REVISED) 2120. (TO LEASE LINEJ : :• r,• � ! s } ! SU FOR LL 212 D.04 10-20-14O f/ ; 0O 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. i .,kyssnr< _ - - „ j b'-0" i -3"HOL ?; 5'-4" ,1, 2'-10" i i 2T-7"HOLD 14'-2" 12'-0"HOL. 26'-0"HOLD , 10'-4" OLD 3'-3" 2'-6;" O6 10 27 14 ISSUE FOR PERMIT 212 D. i.3?kU 1 .01 �O " O €'€ : ; � •••� ` r q o ; ;`"" I Alto .11 07 12-15-14 ISSUE FOR BID 212 D. 01-26-.15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. � I CV I CV i_ T... ^rc f 1 _ 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. ..... ...... ......... .................................. ............................. .. , .. r�..,...n .:. ... :�::.rrn.. +.::, ., .. »r::..:.,,.. :�: 33;www✓?tt, :rb:. .,,,xywww.»+» ..:wwwi:.<.' ,.hww.,<.::.:w,wwwwwwwYwwwwiw,:, '3ww�(w""wwwwwwrww"wi'wkr:' ..-.. , � v.vv. .4 v tun.. t G ru.�» u ..n ... to ,n3:awww:tr,.u«w,w:ro:,`. ::.r. ::/ :. � .rriN :<:/ JMMti,Y.. .//. /.. n:?w.!trXro�.. ,M.1!!!!.tl.%ff....... 4?�"wwtr,.::�. .. ..... ,.,.b..>, ...,... i,. »..3.v.,,. .../ /, .....ivkv?Y v :4. kavv ....... ...,............... / ./..;:::.r:«t3:::3.wwiw:3::.:' N ...n.... f. n..n ..... .. ... ............. .................................. ...........3r!r,!!rr4ro()rw.w,�.H,.. 4'.1.w.i1. w!XIl� ...N.... 1 VIF 1 3 >t•>:•3s%3 h 104 FITTING RM 1 101 1 F.R. VESTIBULE I 100 SALES AREA 3 � 3 z 1 1 j Key Plan/Ground Floor . . 1 SERVICE i ADJACENT I I ;/" 103 FITTING RM ! MICHAEL KORS ALCOVE i TENANT, N.I.C. N.LC. SPACE#G06 Garr >� f� 4,523 S.F. fyy� A 3 PICK'S f SPORTING 2 � 107 MANAGER iii9' ,G' r;.33:<k uy»..,.:.r:x:';, nnkrty>3•:3::.....'r:?.,3n,9:::..:.o:.u... 9 NORDSTR0" N@ N Project MICHAEL KORS WASHINGTON SQUARE, SPACE # G06 9620 SW WASHINGTON SQ. RD. TIGARD, OREGON 97223 Drawing Title DIMENSIONED CONSTRUCTION PLAN Project No. 14933 Scale: AS NOTED Date: 02-24-15 Drawn By: P.N./S.R. Checked By: M.P./G.O. Drawing No. DIMENSIONED CONSTRUCTION PLAN A� 101ml SCALE: 3/16"=1'-0" Arcnitoct TOTAL: TOTAL: TU (10'-0") B1 X8 RH SWEERS II PROPRIETOR IN;�`� ,�� (Gc) GH RH SWEERS ARCHITECT FF '3 EE) .DD) }CC; rBB f iAA' € Z ;} Y (GC) GYP BD SOFFIT •.,• ` LINE OF MT-1 10'4"AFF EYEBROW ABOVE } -rhsoa sweers3reh,corn 102 H.C.FITTING RM - - � GYP BD CLG i 91 61 81 131 B1€ B1 B1 B1 9'-0"AFF ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE j ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE I I 3 zP ®3 3� TOTAL: DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE F4X2 2 , ARCHITECT a? THIS DOCUMENT I INTENDED SOLELY FOR THE CONSTRUCTION s ............. .:..... ................................».... .<. ..,.»,.,.../...:............... .....v.».......:...... ..............»:...., : k�.lr. » a :y;.3.` !.'1.'.ti;:rny::).:i::�:::"fab2f , :3.:%'`'.<�r3�;>::.n .:.k.f2.Ef3``'� i OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT (MWC) :,-...................... Project Coordinator } 108 PE CLOSET 5..... 1 Alf:. i v , ,!: »..,!.•. :».»t ! .:.<:....:..�.,,».:..,+.tea...»«.::..:. � ..;:.;:;::<k:xk<k;k:L»:: +;k;G.<kr•;•k a a... . vyn...5. ... ;;». ......,...l.:o:^;:�Y/. frtif:.'#i'*:r>7.s %::!>w fr.£<»•»'.l?:535:.. .....,..l....�........ .... r...;;.,...:.::.......:;3,,;<;.>v3rx.3:o>33»r::�>>:::: .:;:L•.;;uq. : ��>. 2 f• ACT CEILING X—M 12'-0"AFF +Sp TOTAL: GYP BD SOFFIT GYP;BD SOFFIT TOTAL: GYP BD SOFFIT ♦ GYP BD SOFFIT :f,' ! GYP BD SOFFIT G}'P BD SOFFIT B1 X 8 IN { F2xb H I,. . .........: .. T-8"AFF 9'-0"AFF 8 0"AFF 8'-0"AFF 9'-0"AFF 8'-0"AFF i B TROUGH d'sYrtx;fi" ................... 3 3 ".x. t f�< s frr:<i^: } s >.+;:.:!, ;; ..,y. :>kk:333r:::k:3::;:.:;;.;:l,r::;;.:, .. ,,..... . . ..+.»..l,++..: r': (MWC) !;p%,. ^»`k» �:�, <'v':k v»:" %:5:l'f' »:vu ,;,Rr,+. ;.,Yl rc:{.r :.f� {1.3:',y3'r Fssl+r F.. �E: •moi c..,, f ( ) ^� i^l v. , fin..! , : :.»< v: ...... ......__._..._............... ...... ..... ........._ —.... » yr v ,» xY` .5. » :a! >sw Y .. .. 3 ! .n n.l..i:;.......>..n. ., :a.«... .n...., + ..». .' !, !,». ..:,:;.. .3;+3i^ 3r' .;;'s3.«.sa;w.. ..».. s. .. n. S ... /r.,.n. ! � ..».t ., .. / �3�Y. s .......>....s ,. ::l....l.. .:. !/ H N !>YN.. .h.. .wwwwwwwwwwFww.Mw✓ ,wiJJk;+33'i,M.frl,„3:' — -_ _ l.,,.. 29 ..l,.. < ,c.: y.,3E3 ,K.'. v .�»s.• G. .,h,v .'^.t>' R.Y ,o' { r( 'l,N, v.v, O 3... fi... r:.J.wRo: ..� v n:</d»..fa.+»,.:� .. .:.:i<.:'a'Y.+..... ,n, rv:{...Rn.' v:,:: .: n.. C...>�v% <kkv.v ... !, :.?v.,.fi. .... .. ..........'E..0 3•.f♦.'.'L.r..:: ..,: ...:.. .... f .1 .,3. ......... I '.x':3..5. .33.1. TOTAL: ll'S /� fY F4 ,r` f;' •TU..,: B I „c:l / / > ,,d ♦ ♦4 / 4♦ i 4 3 d'` i' l f t” '' s it ft G ♦ l ! 1 'i f F 9 f r 4 q���� , YY / TU /7' Ott -�' ,I l -i»: , l 1. / �.,:.`f' E;,:,,;: / l' > 1 ) < � .5P . . , ' � 5P :r �• / :, z F3 t-a F4 F4 T W 0 0 N E T W 0 ,;..: , , Ft F1 F1 F1 F1 ...,. .`'s. ; +... ,.. www..... � .! sa,ann. .: 33 L. tlP.l�1nM41i M1F� # t � _ ��.,": � ,,,,•:..,»,.,;� �� „ :' ' ,. a,..,_..:,:».:.:._»,,,,».,,.,»»µ,,.,,,.: .. :. �,,, , � r MWC F3. F4 E" �''' A .j I € [ s 3 I '•. " LINE OF TOTAL: TOTAL: TOTAL: TOTAL: 5^ TOTAL: } TOTAL: Fl X 22 5 ' TOTAL: TOTAL: TOTAL: TOTA : 5i TOTAL:� s B <e # x< Ip ; Ip F4 B GYP BD 45 West 21 st Street, Suite 403 >< ..............._.. .. ........... .. r € _. 102. C3 x 4 C3 102. 02. if T L 33> sP SP sp : <.;, • :: SOFFIT ABOVE F3 X 4 F3 X 1 F3 X 1 F3 X 4 F3 X 1 }. .F4...X ...(MWC.)...... F4 X 3 p F4 X 6 F1 X 20 F3 X 4 l F3 X 4 TOTAL IN- 106 RESTROOM i £ XW ;} C3 C3 Y C3 C3 } C3 C3 C3 C3 C3 f IfC3 Y C3 "" "'"' i B I 10--g-AFF New York, New York 10010 I: F4 X Z F4 X GC F4 X F4 X 2 i GC MWC MWC F4 X 12 F4 X 2 F3 2 ) ) .. .......... .... ......... ... ........... ............ ..... ...................... i..... .... ............ ..................... ........... ..... ....... ... ..f. .............. GYP BD CLG ; ....... ...... ( .. .i€ SP W xSP G ....... ( J�:.....(M k:xx I 3# I �MW (GC)sP P . � ...�.................�.: TOTAL ;: (GC) 15p sP tsP E.(MWC)IsP 4r < F4 1 LF+3 e T 212 904 0432 F 212 904 0433 9-0 AFF I I 3E # .: i _.,.,., _._. € " . i«.. «.... ...... ::--_ ( _.xc € ,? jf ? } r°� I E ,,yf^..Y,,Y,,. d € ': € i I is i } y. 3i3 2 i �'3^^'}>:::':I':':::'::...:'::.i'� (GV) SPII t 1 f. :;;;..:.••.; :i S SF3X2 { :€ B F4X2 ry� 4 L.._:-.:.:: If I # MEP Engineer ( ( • .,o »...mow.....,.,,, .. : t , '• € € ! i3 € i i' £ , ;.-tif,s.c (I i 3 P E� ...,....(..._..' I' '_-_�-:.,,,,_ I Ld # £ / M ___ INEERING 3 R ♦a "'� T..... : : £ h <./A :: I :: '�.. � ...#..._..........._.... �.,� .M,• D� LINE OF MT 1 7 0 BR OKSS,EDGE BLVD.WESTERVILLE OH 43081 D ` i3 C3 C3 I 1 I I EYEBROW ABOVE t :€ 4 C3 ;......>...... , u t c3 1 4 F 2222 f is 3i .._ R2 C316 4 839- 639 X: 614 839- . . LINE OF 11 NEW PENDANT T P (18-0 i) (- r S IT OVA.. 1 € i .. ._ ;C71 ;i TOTAL:T j TYP Lighting I 3 HUN DECORATIVE OAF AB " / € (MWC) I } �€ `D f_. _. I I , i _ CHANDELIERS f :I _......._ . .. I IP s NESSY DESIGN 3 s+1S b t £ / t , r;3 € p I s€ € p i 1p �... .. ,. z/ �$p"... [ �p �sP SP i SP-.......... € Pp E i �5P £ £ o 0 € a TOTA ACC 8x1 10-0 AFF 0 BOX 42162 PORTLAND OR 97242 } », } MT 2 I I x w ) I z £ J "€ E �. i � t 3 . A :€ TU (l$' 0'� (MWC) sP r. `�� PANEL; GC TOIA / I Rz'EM I _ _ I f xw _ ! I M..!.........I.:.:......... I �- TOTAL: (888)358 6368x101 (503)583 8907 Y;xw. f c __ __. COO AL i Bl X6 € • LINE �• I C3 OFFtT r `. < • :: E € 3 I t 3€ LOC TIµOLIN—� 105 STOCKROOM y:'::. __,__.,., :: G3 C3 q3 C3 C3 C3 C3 a3 C3 I I IN TROUGH ABOVE Consultant OPEN j C .-� .......... M. TOTAL' 1 I LD I i � I ;ny _ _ •ji :TPG (24' 0" ....... .......�^:�....... .......fr.�:�....... .......acs^z....... .......x^::'�z....... :..... ... ....... .......z�:-z....... IP ----'i a ;} ... t SP i111M i € 3 TOTAL € _..._.. - 33•f. i :3 :� ! -.._ _.:.. ,hy......_..` �mlm-t�s s � £ : ,U TP •. nwn, :,.»„»+»»,.».+. 3 ( i I R2 EM �. , >; t tt f .. , .....__ , R21EM . .. . . .: : TU 24 0 w:k_..�•-:-::...-W:—, ..........M--�-�'--Y:�:. >^,) € a # t ,r , t. . .. . ( _ ,kip, • CSL € W4C I (MWC s 3 ( ) C3 ;a, r3.''` 3 v` TOTA : I TOTAL: e ........ -$gip �- } g... ........ ....... .........................v.. .. ..{. ...... ... ...�%.F... 3 s.#°, B I 1 m. sP sP sP s ; t sp �. F4 X sP - .... sP F3 X 4 .... sP r� Seal ... �•-- :, -—•••w C3 I C3 C3 € 5 C3 C3 C3 C3 C3 5 C3 I GYP BD C3 C3 .. % [< .# :€ i3 r A +St "2 10'-0”AFF ARCHITECT: RH SWEERS II,PROPRIETOR RH SWEERS ARCHITECT. i € N� _^" P P I�xw LINE OF MWK 6 LINE OF i (MWC) IP F4 X 12 ) B ; »: ;# ,._. W. -.... € _. ... _.. _.- _..- _._._.__ 102. SIM 3 € 102. 102. I;'v-<t " ' _:, ° } '1 SOFFIT @ 8'-0"AFF 3 (MWC) 4 £€;a'„�x THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY f €€SP SP i SP �3�. C2 F4 F4 F4 + --3 F3 F4 F3 RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE 3 1 „ w _ _ » SOFFIT ABOVE ®'® (M ,I + 3 _ _ i •' — _ms's.,— ..��— —�. — ,, ..,.._s.._:�S r € ,;•F�.,,,,n,SP TOTAL: CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. ! 3 � : .• .'. < • .:: .E„� / :, .,1n, , .,� . /, .- �/ a �._,. _..� f <. ;:H.,� _. F1 3N,- �.,: IN ._.. . ..�. ......._... k /f � . ,�.. ,.w. .: .. .,::�. .�. i �/ a � / �;� F...3 i` 'l TU TU T Ott { ! , l l ( ) , i # ,. 3 :# : : 3 ;!»r3. ;I :• :•' € � - - ����� - - (MWC) . F .. }3.................-....:........._..-------.:L._............_.....:3.......................:........---............:€.................._:3.....................-: , 3,.,. ' « nfi;. . ... :. 'l .... ;3,,.: �: .. /•+... ..':;:.::www, '�” J'l•. lnfiww4Y' .fwiwY'.:. •;;;.'wwwt .ay, :vtiiwii .. ... .... ... 3 �ww�;3 ........ . .. } . ......... TOTAL: TOTAL: TOTAL: TOTAL: TOTAL: 104 FITTING RM 101 F.R.VESTIBULE I F4 X 3 Fl X 20 100 SALES AREA F1 X2 F3 X 4 F3 X 2 y GYP BD CLG GYP BD CLG GYP BD SOFFIT GYP BD SOFFIT I (GC) (MWC) GYP BD CLG F3 X 6 F4 X 2 GYP BD SOFFIT F4 X 1 I ; H I 8'-0"AFF € 12'-0"AF 8'-0"AFF 1 1'-0"AFF (MWC) (MWC) 8'-0"AFF (CC) 9'-0"AFF 1 1'-0"AFF ( M I i cl' OVERLAND PARK, KS .� 3 F-9-7-0---AFF F--97-0"AFF l 9'-0"AFF I �� !'0 .u; 103 FITTING RM ; v E GYP BD CLG OF Og 9'-0"AFF MILLWORK FIXTURE TO BOTTOM OF GYP. BD HEADER @ 8'-0"AFF.GC TO PROVIDE ADEQUATE SPACE AND/OR OPEN CEILING AREA ABOVE FULL HEIGHT FIXTURE ,IF REQUIRED, FOR ADEQUATE No. Date Issued By 107 MANAGER'S OFFICE � / INSTALLATION. GC TO REFER TO MWC SHOP DRAWINGS FOR FIXTURE DIMENSIONS AND DETAILS. `r r ACT.CEILING 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. j . 9'-0" F .. .5{k. //c...!»...,.,..n.l.,.....fb ., ! ,:3;. v':';kw�6. nk;L`:.:..�. .2kk....<.vv.rrr::rrr::Q<k.•:k<.i;k:`:A.l3r<.kkEkk'3Gkk::�::<Y3:kkhkEk::k;.^.<;.,.ln.:,::::..a�,t f....� .. ,:..k ��............:.:.,.:..:::»:;,.»n:�.,..:_::n::...n..;.n.n.»...n...n. A F 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212D. 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. 06 10-27-14 ISSUE FOR PERMIT 212 D. 07 12-15-14 ISSUE FOR BID 212 D. A01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. N 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. REFLECTED CEILING PLAN SCALE: 3/16"= V-0" :4 SYMBOL DESCRIPTION REMARKS SYMBOL DESCRIPTION REMARKS TYPE SYMBOL DESCRIPTION MFR/CATALOG# VOLTS WATTS LAMP TYPE SYMBOL DESCRIPTION MFR/CATALOG # VOLTS WATTS LAMP Key Plan/Ground Floor BL CONTROL 26T FLUSH/RECESSED CEILING MOUNTED WALL MOUNTED AMERLUX TRACK MOUNTED 1 LAMP METAL HALIDE AMERLUX (1) CDM20TM/830 MERCURY N INDUSTRIAL CHAIN HUNG OR SURFACE MERCURY S WHITE SPEAKERS S.B.O. INSTALLED PROVIDED AND INSTALLED BY SECURITY CAMERA SUPPLIED AND INSTALLED BY SECURITY M, ( (2) ORES EN MICHAEL 06 �l� gl INTERIOR ADJUSTABLE ACCENT LIGHT; NARROW CYLT20MMEWTMTG- 120 26 METAL HALIDE, 3000K � MTD WHERE REQ'D. 2 LAMP T8 OCTRON FLUORESCENT MIET6-2320CT-ELB-UNI 120 64 FLUORESCENT, 3000K x�m�, BY G.C. AUDIO VENDOR X VENDOR FLOOD; WHITE (B1 C-CANOPY MOUNT-NO TRACK) 0018CTW 120NFWT 12,000 HRS M/EM EMPK SUFFIX FOR BATTERY BACKUP AS REQ'D PER E.E. ( ) 20,000 HRS 4,523 S.F. SPACE#G06 EMPK AS REQUIRED CEILING MOUNTED AMERLUX AMERLUX (2) CDM20TM/830 (2) FI4T5/730 O SMOKE DETECTOR CEILING MOUNTED SECURITY CAMERA SUPPLIED AND INSTALLED BY SECURITY C2FL SEMI-RECESSED 2 LAMP METAL HALIDE INTERIOR CYLSR220MMEWT120- 120 56 METAL HALIDE, 3000K M1 ® MERCURY 2x2 2 LAMP 14W T5 ACRYLIC LAYIN MERCURY 120 28 FLUORESCENT, 3000K DICKS SPORTING X VENDOR ADJUSTABLE ACCENT LIGHT; WIDE FLOOD WFWFWT 12,000 HRS FLUORESCENT 120V ELEC BALLAST, WHITE 34E214T5-9AELBUNI 20,000HRS FIRE ALARM ADA AMERLUX AMERLUX (3) CDM20TM/830 MERCURY (2) FI4T5/730 MERCURY 2x2 2 LAMP 14W TS ACRYLIC LAYIN AUDIBLE/VISIBLE DEVICE CEILING MOUNTED ADT OO ADT SENSOR CEILING MOUNTED (SALES FLOOR) C3 SEMI-RECESSED 3 LAMP METAL HALIDE INTERIOR CYLSR320MMEWT120- 120 78 METAL HALIDE,3000K Ml F ❑ 34E214T5-9AELBUNI/ 120 28 FLUORESCENT, 3000K J ADJUSTABLE ACCENT LIGHT; NARROW FLOOD NFNFNFWT 12,000 HRS FLUORESCENT 120V ELEC BALLAST WITH FLANGE KIT 20,000HRS FK-22 a AMERLUX INTEGRAL LED O\ FIRE ALARM ADA VISIBLE DEVICE MOUNTED AT+80"AFF GLS GLASS BREAK SENSOR CEILING MOUNTED R2 0 SQUARED FIXED LED DOWN LIGHT, WHITE HDL-HP-SD-MWW-NF- 120 20 3000K 3000 NORD�TROM ENCORE LIGHTING (2) 50W MR16 JAMERLUX ENCORE LIGHTING SQUARED FIXED LED DOWN LIGHT, WHITE WITH INTEGRAL LED RECESSED DUPLEX OUTLET AT DISPLAY CEILING MOUNTED FAN/LIGHT EM 1�7 MIRAGE SERIES 2 LIGHT 50W MR 16 CONCEALED 120 100 HALOGEN, 3000K, R2/EM HDL-HP-S-20-LED-2- 120 20 G WINDOW AT STOREFRONT CENTERED ON END OF TRACK COMBINATION-SEE MEP PROVIDED AND INSTALLED BY GC ADJUSTABLE RECESSED BATTERY POWERED EM LIGHT EMR-12-100-250-TD 2,000 HRS (INCLUDED) EMERGENCY BATTERY BACKUP 120 (EM) 3000K INVERTER SYSTEMS INC SPECTRUM N� SHOPPER TRAK PROVIDED AND EXC/ INVERTER SYSTEMS SPECTRUM LIGHTING INTEGRAL LED RECESSED EMERGENCY LIGHT FIXTURE CONCEALITE LIFE MR16-75W-11' CEILING MOUNTED CENTERED ON EXW ® PINNACLE UNIVERSAL EDGE-LIT LED EXIT SIGN, RED PINN-R-SP-CR/WR-1-* 120 3.5 LED (INTEGRAL) R3 ® INFINIUM SQUARE LED DOWNLIGHT SGE45QLEDOS-21-30- 120 21 3000K � WITH 90 MIN. BATTERY BACK-UP (2) "E6"F5-75-90-RT ST INSTALLED BY OWNER'S ENTRY LETTERS, BLADE/ARROWS AS REQUIRED ELECT/AR02240S-MW Project VENDOR F1 — 8W JESCO SLEEK PLUS ADJUSTABLE T5 3-WIRE JESCO 120 8 FLUORSCENT T5,41 OOK, 20,000 HRS MICHAEL KORS CONCEALED SPRINKLER HEADS RELIABLE CONCEALED IN GYP. BD. SURFACE EMERGENCY LIGHT GROUNDED SG5-8/41-W (INTEGRAL) WASHINGTON SQUARE, SPACE # G06 +SP MDL. G4 CONCEALED OR APPROVED EQ. CEILING-EXPOSED & EL— FIXTURE WITH 90 MINUTE BATTERY DUAL LITE FL 102ZD-58-8' E. "E' EZ2 LAMP: (2) Ol 10258 (G.E. 939) FLUORSCENT T5, 9620 SW WASHINGTON SQ. RD. WITH FLUSH WHITE COVER PLATE SEMI-RECESSED IN STOCK ROOM. BACK-UP F3 14W JESCO SLEEK PLUS ADJUSTABLE T5 3-WIRE JESCO 120 14 4100K,20,000 HRS LOCATION FOR REFERENCE ONLY. GROUNDED SG5-14/41-W (INTEGRAL) TIGARD, OREGON 97223 XC XW GREEN LETTERS ON CLEAR ACRYLIC EDGE LI SALES FLOOR ONLY:ALKO-EDGE-GLO HVAC SUPPLY AIR 21 W JESCO FLUORSCENT T5, Drawing Title ® EXIT SIGN W/BATTERY BACK UP,WALL (XW) EXIT RPC-110-E/RPW-1 10-E SERIEOR ® GRILL SEE 0 MECHANICAL ANI AL SPEC SALES FLOOR SUPPLY REGISTER F3 G OUNDEDSLEEK PLUS ADJUSTABLE T5 3-WIRE SG5-2JESC01/41-W 120 21 4100K,20,000 HRS AND CEILING RECESSED (XC) EQUAL SUPPLIED BY LIGHTING VENDOR (INTEGRAL) REFLECTED CEILING PLAN TP-U-R-W-EM,SINGLE FACE GREEN LED EXIT BACK OF HOUSE ONLY:ARROW CONCEALED FLUSH FRAMELESS ACCESS FLUORSCENT T5, SALES FLOOR ONLY-QUANTITY 288 JESCO SLEEK PLUS ADJUSTABLE T5 3-WIRE JESCO ®EXS SIGN WITH BATTERY BACK UP BY ASTRALITE INDICATES DIRECTIONAL UNIT PANEL BY INTEXFORMS INC. PHONE: AND LOCATION AS REQ'D F4 120 28 4100K,20,000 HRS INC.-CEILING MOUNTED SUPPLIED BY LIGHTING VENDOR 650-654-7855 NO SUBSTITUTIONS GROUNDED SG5-28/41-W (INTEGRAL) TP-U-R-W-EM,SINGLE FACE GREEN LED EXIT BACK OF HOUSE ONLY:ARROW HVAC RETURN GRILLE 1 CIRCUIT COMMERCIAL GRADE TRACK, CON-TECH LIGHTING Project No. 14933 �EXS SIGN WITH BATTERY BACK UP BY ASTRALITE INDICATES DIRECTIONAL UNIT SEE MECHANICAL SPEC SHEET SALES FLOOR RETURN REGISTER T2,T4, 2/4/6/8 FOOT NOMINAL LENGTHS, LT-2/4/6/8-P,TRACK 120 N/A N/A Scale: AS NOTED INC. -WALL MOUNTED SUPPLIED BY LIGHTING VENDOR M1.0-TITUS OMNI T6,T8 CONNECTORS AND ACC.AS REQUIRED COMPONENTS AS REQ'D I Date: 02-24-15 ACT 1:ARMSTRONG-NEW 2X2 ACT o AMERLUX -TRIMLESS FOR GYPSUM BOARD AMERLUX LED, INTEGRAL BY CM 360 CEILING MOTION CEILING MOUNTED TP-G o RECESSSED LINEAR CONTINUOUS LED FIXTURE WITH GRUVI.5-GB-LD-5 120 5/FT MANUFACTURER, Drawn By: P.N./S.R. MODEL-1732;PATTERN-FINE FISSURED; OPAL LENS, REMOTE DRIVER AS REQUIRED ** ** Checked By: M.P./G.O. - EDGE CONDITION-15/16"ANGLED TEGULAR; RESTROOM ONLY AT 9-0' AFF -4000-120- ECOSENSE ECOSENSE COLOR-WHITE;GRID-PRELUDE XL 15/16"SYSTEM TU SURFACE MTD. LINEAR GRAZER WITH ADJST. BRACKET, IOLC-48(12)-35-120-17 LED, INTEGRAL BY Drawing No. INTEGRAL DRIVER,AND ACCESSORIES AS REQUIRED. -10-A-MT-ADJ 120 12/FT MANUFACTURER,4000K SYMBOL LEGEND: MISC. CEILING FIXTURES & EQUIPtt 4 CEILING FIXTURES 2A� l 02 SCALE: N.T.S. SCALE: N.T.S. Architect RH SWEERS II PROPRIETOR FF SEE` fDDCCf BB <AA �/z, �Y `R.-i SWEERS ARCHITECT w� £ 3 IL. 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KS • I f OF 0 Y yE) :£k<k.:i No. Date Issued By X�- y 107 MANAGER'S OFFICE 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. aai:r:::o'�...it::<:s«::.:,.::iu: y:.:* ,,;:;:. .,�;..yttr;::;:r;r.,i:;i<u:;r::�::ix,:ii'i::;::irzz:�.i:fi,.;^r. '. ...... ... ..:.::o,,;:••iii'. ' ...... „f ........ ,. < ,.. +. . >;r,;><+ r "<:•'�:i..�„': ,;:..iiy it•,.;: , ;+,,,k,,. :<:i:i: 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. DIMENSIONED REFLECTED CEILING PLAN 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 1 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. SCALE: 3/16"= V-0" 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. 06 10-27-14 ISSUE FOR PERMIT 212 D. 1. EMERGENCY LIGHTS TO BE INSTALLED ON 11. DIFFUSERS TO HAVE HANG WIRES ON ALL FIRE ALARM DETECTION & NOTIFICATION 10 SEPARATE CIRCUIT. FOUR CORNERS. SYSTEM IN ACCORDANCE WITH IFC 907 AND �07 12-15-14 ISSUE FOR BID 212 D. 2. IT IS THE GENERAL CONTRACTOR'S 12. LIGHTS TO HAVE HANG WIRES. LOCAL FIRE CODE TO BE DESIGNED, ,/u l\ 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. GYP. BD.CEILING RESPONSIBILITY TO SUBMIT PLANS FOR 13. ALL FIRE DAMPERS MUST BE IDENTIFIED BY PROVIDED AND INSTALLED (IN ACCORDANCE 1T-0' MODIFICATION OF THE FIRE SPRINKLER A STICKER INSTALLED ON CLG. BELOW. WITH NFPA 72) BY A QUALIFIED, REGISTERED 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. SYSTEM AS REQUIRED TO ACCOMODATE 14. DUCT FIRE DAMPER MUST BE INSTALLED AND LANDLORD APPROVED FIRE ALARM m 4-1/2"W OPENING FOR TGYP BOARD CEILING PAINTED P-4 THE NEW TENANT SPACE. G.C.MUST USE WITH A BREAKAWAY CONNECTION. CONTRACTOR. F.A CONTRACTOR TO BE FULLY AIR RETURN (IF L/L.SPRINKLER CONTRACTOR FOR 15. PLENUM CANNOT CONTAIN ANY RESPONSIBLE FOR PREPARING ALL DRAWINGS EQ. EQ REQUIRED) SEE M-100. 3 5/8" 20 GA METAL STUDS @ 16" ALTERATIONS. SUBMIT SHOP DRAWINGS COMBUSTIBLES. AND FILING FOR ALL FIRE ALARM PERMITS. 4'-6" _ O.C. TO THE LANDLORD, OWNER AND 16. G.C.TO INSTALL ACCESS DOORS AS G.C.TO COORDINATE INSTALLATION. GC TO j P-2 FINISHED 5/8"GYP.BD.FASCIA. ARCHITECT FOR REVIEW. NECESSARY. CONFIRM LOCATIONS. PROVIDE A CLASS-B FIRE ALARM SYSTEM WITH 42' SEE INTERIOR ELEVATIONS 3. ALL FIXTURES IN MILLWORK ARE ACCESS PANEL MUST BE FLUSH FRAMELESS A FIRE ALARM CONTROL PANEL WITH AUDIBLE Key Plan/Ground Floor C� U GYP. BD. CEILING,, PRE-INSTALLED AND PRE-WIRED, GYPSUM PANELS IN SALES AREA. G.C. ALARM (SIMPLEX 4001 OR MALL APPROVED 1L1 O O LU - GYP. BD. CEILING ELECTRICAL CONTRACTOR TO DO FINAL MUST PROVIDE AN ALLOWANCE FOR (4) EQ.) WITH 24 HOURS RESERVE POWER. CEILING MICHAEL KORS CPe rey GYP BD.CEILING PAINTED P-4 F.R.BLOCKING AS REQ'D BY CONNECT. LIGHTING IN LIGHT COVES ACCESS PANELS IN BID. SMOKE DETECTORS, DUCT SMOKE DETECTORS SPACE#G06 C� SURROUDING MILLWORK TO BE INSTALLED 17. PROVIDE HOLD DOWN CLIPS ON LAY-IN AND RECESSED STROBES SHALL BE LOCATED AS 4,523 S.F. --.....-...._ -...w .. .. ... - . ` ..... ._..._..............,...........-... ... L STUDS P-4 FINISHJ P-2 FINISH GC. 3 5/8" 20 GA META BY ELECTRICAL CONTRACTOR. CEILING. REQUIRED BY CODE. G.C.MUST EXTEND a0 E O Q bo @ 16"O.C. BY GC 4. ALL FINISHING AND PAINTING 18. SPRINKLER SYSTEM TO BE DESIGNED, CONDUIT AND FIRE ALARM CABLE TO NEAREST G�KS (V CV - "F'LIGHT FIXTURE PROVIDED BY REQUIREMENTS SHALL BE DIRECTED TO PERMITTED AND INSTALLED BY MALL FIRE ALARM INTERFACE JUNCTION SPORTING 3 s/8" 20 GA METAL OWNER&INSTALLED BY GC.SEE THE FINISHES SCHEDULE,SPECIFICATIONS, GC.SPRINKLER SYSTEM MUST BE DESIGNED BOXES. FINAL CONNECTION OF TENANT'S FIRE 3 BRACING @ 48"O.C.AS REQ 10 A102.GC TO COORDINATE WIRE AND INTERIOR ELEVATIONS. AND INSTALLED BY QUALIFIED AND LL ALARM CABLE TO THE MALL CENTRAL F.A. O o0 O BY GC RUNS FOR LIGHT WITH MWC. 5. ALL SPRINKLER HEADS AT GYP. CLG.SHALL APPROVED CONTRACTOR. SHOP ANNUNCIATOR JUNCTION BOX TERMINAL STRIP P-2 FINISHED 5/8"GYP. BD. _ _ _ _ GYP. BD.CEILING BE FULLY CONCEALED TYPE: RELIABLE DRAWINGS MUST BE SUBMITTED TO LL AND TESTING OF TENANT'S F.A.SYSTEM SHALL S "TU" LIGHT FIXTURE. FASCIA. SEE INTERIOR MODEL#G4 WITH FLUSH WHITE COVER REVIEW AND APPROVAL. BE BY LOCAL BUILDING AND FIRE MARSHAL ELEVATIONS PLATE. 19. GC TO PROVIDE ALL FIRE/SMOKE AND WITNESSED BY MALL'S ONSITE _ -- ...-T. 511 b. ALL LIGHT FIXTURES INCLUDING EXIT DAMPERS AT ALL DUCTWORK REPRESENTATIVE. ALL FIRE EXTINGUISHERS AS NORDSTaOm O- -- `d -mm - - PROVIDE F.T. BLOCKING AS LIGHTS, EMERGENCY LIGHTS, ETC.SHALL PENETRATIONS THRU RATED WALLS AND PER IFC SECTION 906. N N REQUIRED. 2_0 BE FURNISHED BY THE OWNER INSTALLED FLOORS. GC TO INSTALL AS REQUIRED BY BY THE CONTRACTOR. CITY AND STATE CODE. ALL SPRINKLER HEAD LOCATIONS ARE FOR O 00 j p o 'TP"LIGHT FIXTURE. 5/8"GYP.BD.PARTITION WITH P-2 7. CONTRACTOR TO USE LASER FOR 20. TENANTS INTERNAL FIRE ALARM REFERENCE ONLY. REFER TO SPRINKLER SHOP o PAINT FINISH.SEE A101. LEVELING OF ALL SOFFITS,CEILINGS AND EQUIPMENT SHALL CONSIST OF A DRAWINGS FOR ALL INFORMATION. N@ RINKLER SHOP DRAWINGS AND PERMITS o _ _ _ _ GYP. BD.SOFFIT SUSPENDED GRIDS. PROGRAMMABLE DUCT DETECTOR AND ° 5 1 7" SOFFIT SECTION DETAIL 8 SERV CE ROVI ED SELECTRICAL CADEQUUATETOR TO RIIF NFY IOT, ALVER SWITCH ON THEIR SPRINKLER SHALALL L BE PROV DED BY GC N ACCORDANCE Project © GYP BD SOFFIT o 5 NOTIFY ARCHITECT IMMEDIATELY. 21. NO WOOD EVEN FIRE RETARDANT AND WITH IFC 903 AND LOCAL CODE . FIRE MICHAEL KORS N 9-0'AFF 2'-0" C1 oo SCALE:1 1/2"= 1'-0" 9. ALL EQUIPMENT SHALL BEAR UL LABELS. FIRE TREATED BLOCKING SHALL BE USED SPRINKLER SYSTEM MUST BE DESIGNED AND `�' ? I N ° 1/4"THK. MIRROR WITH 1/2"MT-1 10. ELECTRICAL CONTRACTOR MUST PROVIDE ABOVE SUSPENDED CEILING. INSTALLED (IN ACCORDANCE WITH NFPA 13.A) WASHINGTON SQUARE, SPACE # G06 o FRAME ALL SIDES BY MWC AN IDENTIFICATION NAMEPLATE ON BY A QUALIFIED, REGISTERED AND LANDLORD I 9620 SW WASHINGTON SQ. RD. O - O o 3 TENANT'S MAIN ELECTRICAL SERVICE APPROVED CONTRACTOR.SHOP DRAWINGS ? LU GE BEAD CURTAIN. , F.T. BLOCKING AS FUSIBLE DISCONNECT SWITCH IN MUST BE SUBMITTED TO LANDLORD FOR TIGARD, OREGON 97223 o """ '"" ""' ' '�....... '".'"" "'"" '"" "" "' "' REQUIRED BY GC. LANDLORD'S DISTRIBUTION PANEL. REVIEW AND APPROVAL. Drawing Title 0 3 5/8" 20 GA METAL STUDS ? ; NAMEPLATE MUST BE 1/8"THICK PLASTIC, ° @ 16"O.C.TO STRUCTURE I f fr fl -' " BLACK ON WHITE ETCHED TO LEAVE WHITE .,.,:.. B.o.-covE DIMENSIONED REFLECTED ABOVE WITH BRACING @ 48" _. - 12'-0"AFF LETTERS. THE SIZE SHALL BE ONE INCH O.C. (BY GC). HIGH BY REQUIRED LENGTH, WITH CEILING PLAN P-5 FINISH CONCEALED SPRINKLER TENANT'S SPACE NUMBER ENGRAVED ON HEAD TO BE BLACK WHEN IT. PERMANENTLY AFFIX TO DISTRIBUTION t LOCATED AT P-5 FINISH GYP. PANEL. Project No. 14933 7/8'FURRING CHANNEL. BD.CEILING. Scale: AS NOTED SEE A-400. P-4 FINISH LINE OF PENDANT LIGHT TYPE"D" Date: 02-24-15 77,77 7777; -_ -_,B.O. CEILING Drawn By: P.N./S.R. 11'-0"AFF 5/8"GYP. BOARD CORNER--/ Checked By: M.P./G.O. FINISH: P-4 BEAD BY GC. Drawing No. 17 €; i 's CEILING PENDANT POP-UP DIMENSION PLANSOFFIT SECTION DETAIL COVE SECTION DETAIL 4 CEILING PLAN GENERAL NOTES FIRE & SPK. NOTES 2 7 6 3A- 102ml SCALE: 1/2"= V-0" SCALE:1 1/2"= V-0" SCALE:1 1/2"= V-0" SCALE: N.T.S. SCALE: N.T.S. r Arehilect J-BOX FOR MAIN STOREFRONT FACE-LIT RH SWEERS II PROPRIETOR SIGNTIME O CONTROLLED R,H SWEERS ARCHITECT FF i EE' DD? ;CC, BB` tAA I Z 1 Y :. J : . i PER LANDLORQ REQUIREMENTS.€ C TO ' I COORDINATE MALL J-BOX FOR TRACK I ( LIGHTING.SEE RCP FOR rhs@sweer�,arch cem l iMANAGEMENT. M - - ) € r» _ _ ORE INFORMATION. I 102 H.C.FITTING RNI i OREC -ON LICFNSE NO.:4014 I J-BOX FOR TYPE"TU"LIGHT FIXTURE " J J CEILING MOUNTED DUPLEX BY GC. MOUNTED AT CEILING POCKET.SEE RCP €"""'"""""`"'""'"""'""""" """" "'""" " """" ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE I i IORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE FOR MORE INFORMAL ION. UTLET FOR DURATRANS DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ...,: k PROVIDE WALL MOUNTED DOOR BELL AT E E DOOR WIRED : "'r=�""'""'=`""""_' ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION D RAR EGRESS 00 .. .... ORDINATE OTHER < F' >; ... ... � FIXTURE GC TO CO ^' •^'^ •^^^"'^•" : OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY I TO CHIME IN THE STOCKOOM MOUNTED 80"AFF AND BEHIND J-BOX FOR SOFFIT LIGHT.SEE RCP & € N ;t INSTALLATION w/MILLWORK CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. ' CASHWRAP FASCIA PANEL.TRANSFORMER FOR BUZZER SYSTEM ELEVATIONS FOR QUANTITY AND i JvBOFOR MILLV�lCrf2K €ONE JBOX FOR THE TERMINATION OF LOCATED IN STOCKROOM. LOCATIONS.ADJUST QUANTITY AS 10 p CLOSET HELF� 1 RCP : SHOP DRAWINGS. Project Coordinator ER W 1P'f�ER S } MOUNTED AT 1 2 AFF. : . . ........ .... ... TY SPEAKER WIRES MOU 0 8 E V & ELE ATIONS FOR QUANTITY ...,.. <.�:. ry>k •n.. ynkkk::x::: � n'C.kk..` " _ SHOWN IN COORDINATE w , Q a :....,,.k.., u.>..,:.: ,•.yYu. . .............. /. .......... `....... ........,�....<>r ,.b. .o-.. ,jk .'. h•m:.vr..,/:, .: ..f. : ':i..r bA:' A>SY.`.• '.,t, ..r'i r�< IR MILLWORK CONTRACTOR (TYP.) AND LOCATIONS.ADJUST 4 I NEW SERVER CABINET @ 74"AFF (SUPLIED & INSTALLED BY I QUANTITY AS SHOWN IN ( ). j `t J-BOX FOR SOFFIT LIGHT.SEE DUPLEX OUTLET FOR OWNER) MWC TO SUPPLY AND INSTALL (1) 2'-0"WIDE x 12" J-BOX FOR MILLWORK�ONE POWER WHIP PER SHELF.SEE RCP & t� (2) QUAD OUTLETS (8"AFF) FOR COORDINATE w/MILLWORK `; RCP & ELEVATIONS FOR } } ' , WATER COOLER. DEEP SHELF. GC TO SUPPLY L-BRACKETS. G.C.TO <. / rL MWK CABINET BY GC. COORDINATE f CONTRACTOR (TYP.) ' QUANTITY AND LOCATIONS. »...........::.:•::.::»».: . COORDINATE WITH M.K. NETWORK VENDORS AS NEEDED. ELEVATIONS FOR ANTITY AND LOCATIONS.ADJUST QUANTITY AS / 12" 12" I: ""'' -" "-"-' 1 ON fE�I)=NCIE SHOWN IN COORDINATE w/MILLWORK CONTRACTOR TYP. TLOCATION & INSTALLATIOJ W/MWK ( _ __ _ ADJUST QUANTITY AS 3 v SHOPS TYP. UTLET ry'' ,9/ :yn' �yi:> .5%:. nyx:yagn f w.; :'<✓i':^n: I (TYP.) ,�,_.............. SHOWN IN O. COORDINATE-- 4, > :...: ..:. .. •ice. AF •: kk: .,., .. i.... .....:. .... f ...:./n,... ,r Hn.l.....m ..,i..»i>f<• aAM• YHI / K„ ./,:. s.,.y/5, tnYS. :riti' ____ _ _ _ .. F.. r• r R ..> .... r rY ev n R ., v n:.: ,.K a< ... .:,n,..... ., :1,.:. .'�JNwC>llJwMYilii.""" ;w;:ar, " .� , .� « , .:.. , .. :: ... :_"...::..:.. �• �. y �. 29 r.. .. . ,. .. ..........£ .........,.... wl7v11ttWORKT > i / J J J J J :i5 � J J •� £... 3 CONTRACT } O ><tt„ FI - J , £ ) : I » 1 € AFF > 1 ( ) :... ...... .- ... �. �v.(....) aF<; 18"AFF , 1 , :€ , _,,,,,»..--- J-BOX FOR MAIN STOREFRONT I _ FACE LIT SIGN TO BE GFI f I € " i _ J-BOX FOR MILLWORK. ONE POWER WHIP PER; € t b0" 60"i ""' """ '""' j J BOX FOR SOFFIT LIGHT. ( ( ) IP CONTROL BY TIME CLOCK 45 reet, Suite 403 y; < € € € 2) QUAD OUTLETS 8"AFF FOR MWK CONVENIENCE 44 AFF _ :f - C T } 12 12 I LED » ,; ,;,� _ SHELF.SEE RCP & ELEVATIONS FOR QUANTITY AND OUTLET (€ SEE RCP & ELEVATIONS FOR CABINET BY GC.COORDINATE L CATION P I »(; -->» I - D New York,lNew tYork 10010 106 RESTROOM Ig} - r.,.. AFF AFF. ® IF } ITY AN LOCATIONS. SET-UP AS PER LANDLORD }.) E QUANT 1 CAT S. & INSTALLATION w/MWK SHOPS LOCATIONS.ADJUST QUANTITY AS SHOWN IN ). FIRE ALARM,TEL&SECURITY €; €; ""` ; REQUIREMENTS.GC TO I J-BOX FOR MWK SOFFIT!LIGHTING w/ (2) POWER ADJUST QUANTITY AS COORDINATE w/MILLWORK CONTRACTOR (TYP.) J-BOX FOR TYPE TU' LIGHT FIXTURE MOUNTED AT x I T 212.904.0432 F 212.904.0433 } PANEL ALARM SIREN ON 2"FIRE } ,,.:7. -.._..__._.,_ -_. _.._..__....__.t ._-.._.....,. _ .. :::w..:.,y::::_., ..:Mq., COORDINATE w/MALL - „-- ( ) a ELECTRICAL RICAL PANELS EILtN++OCKET.SEE RCf?'fOiZ.--MORE..INFORMATIO J ct RATED PLYWOOD MTD.AT 48"AFF �� E; WHIPS.SEF-R, & LEVATI( NS FOR QUANTITY fND �w••,,, % SHOWN IN O. OG�7RD11r1AT , .,_, ,.,,_ ..,( ; t 3 y / } :, MANAGEMENT. SEE 100 ;I x« € {` - '" Ji_ w/MILLWORK} E g ; :< . . ..... 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REFER TO SECURITY FIXTURE € 13 } 6"INTO CABINET BASE.PROVIDE (1) COCVDUIT FR ��' ,�;SPECIFICATIONS FOR ALL POWER-DATA REQUIREMENTS AND INSTALLATION. I I DUPLEX BY GC. } AFF EACH.NO CHANNELING OF STRUCTURA SLOB " "I (� ;�_ „_,__....,....._.._.._... ® ;' I Lighting s I TIP / :i':. s'I GCT OORDINATE ECURITY VENDOR ARCHITECT AS REQUIRED :: r . OC., w/€5.,,,.. � & ARC QUIRE x}€ ""` i I ) ELE OUTLET: DEDICATED DUPLE OUTLET MOUNTED IN u --' `I ' I --- - iIP SHOPPER TRACK LOCATION H E N N E S SY DESIGN , i £ 1 'I f} Ca INET BASE. OUTLETS TO BE O (1) 15A SC. € '-- '- :; _. POWER/DATA/TELE./8l I I € -: �� ; 1 w/CAT 5 CABLE 10' COILED I I :/ € ...... i E,,,. ...... ...... ...... ...°. ..... __._._..._....._,_._....,....__...._.._...._..... ___ __ I I I PO BOX 42162 PORTLAND, OR 97242 ti ££' ""' - s x €; CHIME FEEDS TO CASHW AP 5., � OUTLI E OF CONCEALED SENSORMATIC AMS 2020 FLOOR ` AT EACH END. PHONE BOARD eA 3 I I i Q DRAPLEX &TEL/DATA RECEP ACLES TO BE INSTALLED I (888 358-6368x101 503 583-8907 """ TO RUN IN MILLWORK.1(USE ) I ABOVE CEILING IN CONDUIT INSIDE CASHWRAP CABINET. " }_..COORDINATE EXACT ANTENNA. GC TO COORDINATE ANY SLAB WORK.W. 1-MALL ( ) r € OUTLET FOR _ I y ' (; E € CAT 5E DATA CABLES) _ -? I PER LOCAL CODE, CENTERED 105 STOCKROOM _ € }; LOCATION WITH MICHAEL KOkS /OR-FIXTURE VENDOR. MANAdEMENT IF REQUIRED. w € :CONVENIENCE: <,>:.,; MICROWAVE 1 ..... ... ..... - € is L :J I I AT DOOR. Consultant t•: „ , k , 3 3 e t : »'» REFRIGERATOR OUTLET ) A >y:• � ,,; `; � € ;�;.,., �,�f_.<, " , € }. ; }:iii . CEILING MOUNTED ;;.......x ....... .......z ra....... .......k:rcz....... ......sH,t....... .......z:c...............z z.......,.......r:z..... .._..,. », » ».., _ 15 s #: -BOX IN SOF O r £ (r , ; £,) €,� } y..; ` :... ...... . 'I J Flt'F R;MtLI WCZRh• � J' J DUPLEX BY GC. 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Seal C-Q1JIO EiNT),A--PHON fJAGK S "URIT'I', 1 PHON4 € I QUANTITY AND LOGATIONS.ADJUST I FOR QUANTITY AND LOCATIONS.ADJUST QUANTITY AS SHOWN IN ' A QUANTITY AS SHOWN IN COORDINATE € PANIC O EYEWEAR FIXTURE BY GC. :ar Y I ARCHITECT: RHSWEERS II,PROPRIETOR RHSWEERS ARCHITECT. JACK;MKNET. ORK, 1:PHONEE LOCK.SEE 5/A-1D3 -"-----`"---"' O , } QUANTITY AS SH WN IN O.COORDINATE / COORDINATE w/MILLWORK IP 5 t ? •�r.a•�:M,�;=, f - I I CONVENIENCE € €Ei COORDINATE LOCATION & } �sµ'�., w/MILLWORK CONTRACTOR TYP. CONVENIENCE BUTTON } : (TYP.) 12" 12" CONTRACTOR TYP. } '�✓« I i = € 3 (TYP.) ,p MILLWORK CONRACTOR TYP. 1 THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY ' l I `€ �� •.:^ °',i (TYP.) -INSTALLATION WITH MW K SHOPS YP ;' RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE i ': } r € .. 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ONE (2) QUAD OUTLETS J-BOX FOR MILLWORK.ONE < =Y <:,:>::;.kz• I ( CHIME TO BE BEHIND SOFFIT.COORDINATE INSTALLATION OUTLETS (66"AFF) FOR POWER WHIPf PER SHELF.SEE RCP (8"AFF) FOR MWK POWER WHIP PER SHELF.SEE 104 FITTING RM 101 F.R.VESTIBULE 100 SALES AREA w/ MWK SHOP DWGS. BACKLIT TV SCREENS IN & ELEVATIONS FOR QUANTITY AND CABINET BY GC. RCP & ELEVATIONS}FOR I I € MILLWORK BACK PANEL. GC LOCATIONS.ADJUST QUANTITY AS COORDINATE J-BOX FdR SOFFIT LIGHT.SEE RCP & QUANTITY AND LOCATIONS. 3 DUPLEX OUTLET FOR DEACTIVATOR PAD.GC TO TO COORDINATE LOCATION SHOWN IN ( ). COORDINATE w/ LOCATION & ELEVATIONS FOR QUANTITY AND LOCATIONS. ADJUST QUANTITY AS SHOWN COORDINATE INSTALLATION w/MWK SHOP DWGS. l AND INSTALLATION w/MWK MILLWORK CONTRACTOR (TYP.) INSTALLATION w/ ADJUST QUANTITY AS SHOWN IN O. IN O. COORDINAT w/ OVERLAND PARK. KS SHOP DWGS. MWK SHOPS (TYP.) COORDINATE w/MILLWORK CONTRACTOR MILLWORK CONTRACTOR (TYP.) O K s E 103 FITTING RM ! (TYP.) } OF 0R < 107 MANAGER'S OFFICE No, Date Issued By .t: 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. ,�.a>:..C.<5».:...:«::..%.�'S.:w<•<•�;:t�'S^,, '<.>;;g?.•f...,.akf-......i.;'.::::;':.its:«::i'>yas#>.:%:;.:xrt>::r. > ti£k.'Y+. .,,r rx:¢ytkYs;:ri:,',. .:::v ......... _.:;•^'.,�';<::>':.':• . .. ....::'_Y.......;«-<::'£:.�«:_<:.<<;>:S;;Y<:�<>'. 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. N 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. POWER/DATA & LIGHTING FIXTURE PLAN 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. 1 06 10-27-14 ISSUE FOR PERMIT 212 D. SCALE: 3/16"= V-0" 07 12-15-14 ISSUE FOR BID 212 D. SYMBOL DESCRIPTION SYMBOL DESCRIPTION FIRE ALARM DETECTION & NOTIFICATION SYSTEM IN ACCORDANCE WITH IFC 907 AND LOCAL FIRE CODE TO BE SECURITY NOTES 1. ALL OUTLETS SHALL BE INSTALLED AS DIMENSIONED ON BE COORDINATED DIRECTLY WITH MILLWORK 1 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. DESIGNED, PROVIDED AND INSTALLED (IN ACCORDANCE WITH NFPA 72) BY A QUALIFIED, REGISTERED AND G.C.TO PROVIDE & INSTALL V CONDUITS W/PULL STRING THIS PLAN.ANY DISCREPANCIES AS TO LOCATION CONTRACTOR. LANDLORD APPROVED FIRE ALARM CONTRACTOR. F.A CONTRACTOR TO BE FULLY RESPONSIBLE FOR PREPARING FOR ALL SECURITY DEVICES & WIRING.COORDINATE REQUIREMENT& BETWEEN PLAN AND EXISTING FIELD CONDITIONS 12. TELEPHONE PANEL TO BE MOUNTED ON A 48"X 48" A 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. qGROUNDED 20 AMP DUPLEX RECEPTACLE MOUNTED.HORIZONTALLY AT 15"AFF ❑F FLUSH MOUNTED MANUAL FIRE ALARM PULL STATION ALL DRAWINGS AND FILING FOR ALL FIRE ALARM PERMITS. G.C.TO COORDINATE INSTALLATION. GC TO PROVIDE INSTALLATION WITH ADT SECURITY SYSTEM &SENSORMATIC SECURITY SHALL BE CLARIFIED WITH THE ARCHITECT BEFORE PTD. PLYWOOD SHEET MOUNTED AT 48"A.F.F. W/AN ((� A CLASS-B FIRE ALARM SYSTEM WITH A FIRE ALARM CONTROL PANEL WITH AUDIBLE ALARM (SIMPLEX 4001 OR MALL SYSTEMS, INC. COMMENCEMENT OF WORK OUTLET MOUNTED AT 52"A.F.F. TT GFI GROUND FAULT INDICATOR 20A DUPLEX RECEPTACLE. FA FIRE ALARM CONTROL PANEL: NOTIFIER NFPS-320 PANEL. APPROVED EQ.) WITH 24 HOURS RESERVE POWER. CEILING SMOKE DETECTORS, DUCT SMOKE DETECTORS AND 2. ALL ELECTRICAL AND TELEPHONE WORK SHALL BE 13. G.C.TO LOCATE ALL OUTLETS AS PER THIS DRAWING. RECESSED STROBES SHALL BE LOCATED AS REQUIRED BY CODE. G.C. MUST EXTEND CONDUIT AND FIRE ALARM CASHWRAP POWER NOTES INSTALLED IN STRICT ACCORDANCE WITH THE ENGINEERING DRAWINGS TO BE USED FOR ISOLATED GROUND 20 AMP DUPLEX RECEPTACLE. FE FIRE EXTINGUISHER-GC TO PROVIDE QUANTITY REQUIRED PER LOCAL CABLE TO NEAREST MALL FIRE ALARM INTERFACE JUNCTION BOXES. FINAL CONNECTION OF TENANT'S FIRE ALARM 1, THE CIRCUITS USED TO POWER THE ELECTRONIC CASH REGISTERS ELECTRICAL CODE, NATIONAL BOARD OF FIRE CIRCUITING AND POWER REQUIREMENTS ONLY. TT (ORANGE)-DEDICATED OUTLET ® CODES CABLE TO THE MALL CENTRAL F.A.ANNUNCIATOR JUNCTION BOX TERMINAL STRIP AND TESTING OF TENANT'S F.A. SHALL NOT BE USED FOR ANY OTHER PURPOSES. UNDERWRITERS, PUBLIC UTILITIES COMPANY, 14. ALL NEW WORK SHALL BE INSTALLED AND SYSTEM SHALL BE BY LOCAL BUILDING AND FIRE MARSHAL AND WITNESSED BY MALL'S ONSITE REPRESENTATIVE. ALL 2• THE CIRCUITS SHALL NOT SHARE THE NEUTRAL OR GROUND W/ TELEPHONE COMPANY,AND ALL OTHER AUTHORITIES CONCEALED, U.O.N. GROUNDED 20 AMP QUADRAPLEX RECEPTACLE MTD.AT 15"AFF U.O.N. T-THERMOSTAT-WHITE LOCATED AS PER CODE A.F.F. SEE MECHANICAL FIRE EXTINGUISHERS AS PER IFC SECTION 906. Key Plan/Ground Floor DWGS.GC TO PROVIDE THERMOSTAT GUARD LOCK BOX (CLEAR): OTHER EQUIPMENT.SEPARATE POWER, NEUTRAL,AND INSULATED HAVING JURISDICTION. 15. EXISTING SEPARATE CIRCUITS OR OTHER CIRCUITS T MNF MODEL# 13G332, MNF:GRAINGER ALL SPRINKLER HEAD LOCATIONS ARE FOR REFERENCE ONLY. REFER TO SPRINKLER SHOP DRAWINGS FOR ALL GROUND WIRES, MIN.SIZE #12 AWG,SHALL BE RUN TO THE 3. ALL COVERPLATES AND DEVICES (TELEPHONE, DATA, BEING REMOVED DURING DEMOLITION AND NOT MICHAEL KORS CIRCUIT BREAKER PANEL BOARD WHERE GROUND WIRE SHALL BE ELECTRIC, SWITCH) SHALL BE WHITE BY LUTRON REVISED IN THIS PROJECT SHALL BE DISCONNECTED AT '° ^Y SPACE#G06 ®SF FLUSH CEILING MOUNTED GROUNDED 20 AMP DUPLEX RECEPTACLE INFORMATION. TIED TO THE GROUND TERMINAL ISOLATED FROM NEUTRAL. DO CLARO. THE PANEL BOARD CIRCUIT BREAKER.CIRCUIT BREAKER )� 4,523 S.F. S -REMOTE SENSOR-WHITE LOCATED AS PER CODE A.F.F. SEE MECHANICAL DWGS, IF LOCATIONS CONFLICT WITH ARCHITECTURAL, SPRINKLER SHOP DRAWINGS AND PERMITS SHALL BE PROVIDED BY GC IN ACCORDANCE WITH IFC 903 AND NOT USE THE CONDUIT FOR GROUNDING AS THIS IS NOT 4. ALL TELEPHONE OUTLETS SHALL BE PROVIDED WITH SHALL BE PLACED IN THE'OFF' POSITION AND THE AT FLOOR DISPLAY CABINETS -FLUSH FLOOR MOUNTED, GROUNDED S LOCAL CODE . FIRE SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED (IN ACCORDANCE WITH NFPA 13.A) BY ADEQUATE AT HIGH FREQUENCIES. 2(TWO) PULL STRINGS BACK TO THE TELEPHONE PANEL BOARD DIRECTLY CONNECTED TO INDICATE DK:KS O 20 AMP DUPLEX RECEPTACLE.SPECIFICATION: HUBBELL #BA2529 WITH CONTACT OWNER PROJECT MANAGER FOR DIRECTION A QUALIFIED, REGISTERED AND LANDLORD APPROVED CONTRACTOR.SHOP DRAWINGS MUST BE SUBMITTED TO 3. THE CIRCUITS FOR THE ELECTRONIC CASH REGISTERS SHALL BE RUN EQUIPMENT. SPACE FOR RESPECTIVE CIRCUITS. S.>oW,:"G BRUSHED ALUMINUM COVER #SA3725. SHOPPER TRACK LOCATION W/CAT 5 CABLE 10'-0"COILED @ EACH LANDLORD FOR REVIEW AND APPROVAL. IN SEPARATE CONDUIT. 5. THE GENERAL CONTRACTOR SHALL PROVIDE ALL 16. G.C.TO COORDINATE LOCATION OF FLOOR & ST END,TO MGR. DESK ABOVE CEILING IN CONDUIT PER LOCAL CODES 4. ELECTRONIC CASH REGISTERS OUTLETS SHALL BE"HUBBELL- CUTTING AND PATCHING OF ALL CHASES IN FLOOR, JUNCTION BOXES WITH DISPLAY FIXTURE DRAWINGS & JO JUNCTION BOX MOUNTED ABOVE CEILING ACCESS DOOR CENTERED AT DOOR. LOCATE J-BOX IN CEILING QQ #IG-5362", OR APPROVED EQUAL. WALLS AND CEILING AS REQUIRED. VENDOR. W W WHIPS FOR MILLWORK CABINETS AND CONTROL PANEL GENERAL FIRE ALARM Oc SPRINKLER NOTES 4 5' OASEWORKOTH S SYSNE DTEM IS REQUIRED BY THE DATA JACKS SHALL BE TO 6• REMOVED, E PATCHED FLUSH WIALL SURFACES WITH EXISTING OUTLETS OTH ADJACENT BE 17 TERMINATION BY SECURITYITY SYSTEM VENDOR. PULLED & FINAL JUNCTION BOX /PO ER I SEC SECURITY C - Z(X)W SHELVING. E.C.TO COORDINATE JUNCTION BOX AND WHIP LOCATIONS SCALE: N.T.S. 6. ROUTE ALL CONDUIT/WIRING WITHIN CASEWORK. COORDINATE WALL SURFACES. 18. G.C.TO PROVIDE SCAFFOLDING FOR A/V VENDOR IN V AND CONNECTIONS WITHIN CABINET W/MILLWORK CONTRACTOR LIGHT SWITCH:OFF-ON ALL LIGHT FIXTURES IN SALES, DISPLAY & W/CASEWORK MANUFACTURER. 7. G.C.SHALL VERIFY THE AVAILABLE ELECTRIC SERVICE AREAS WHERE CEILINGS ARE 12'-0"OR HIGHER. NOR.STROM SIGNAGE AREAS, 48"AFF.-INSTALLOCCUPANCY SENSING SWITCH IN IN THE TENANT'S SPACE AND ADVISE THE ARCHITECT 19. G.C.TO PROVIDE SECURED STORAGE FOR ALL AN J FLOOR MOUNTED JUNCTION BOX WITH POWER WHIPS TO MILLWORK ALL NON SALES AREAS SEC. DVR ENTRY DOOR SECURITY SYSTEM: OF HIS FINDINGS PRIOR TO SUBMITTING A BID. G.C. EQUIPMENT UPON DELIVERY. mw ® CABINETRY-COORDINATE WITH MILLWORKER AS REQUIRED r - - - - - - -- MANUF.:SENSORMATIC MUST VERIFY PRIOR TO BIDS,AND INCLUDE COST FOR 20. G.C.TO PROVIDE ELECTRICAL WIRING/POWER FOR TEL TELEPHONE PANEL I I MODEL:AMS-2020 FLOOR ANTENNA A PROPERLY SIZED AND TYPE SERVICE REGARDLESS OF ALL A/V EQUIPMENT. T❑ TRANSFORMER AT CEILING IN STOCKROOM FOR BUZZER SYSTEM. I I FIRE ALARM AN AMS-2020 SYSTEM IS A SECURITY LABEL DETECTION SYSTEM. A SINGLE EXISTING CONDITIONS AND LOCATION OF ELECTRIC 21. G.C. IS RESPONSIBLE FOR PROVIDING ANY REQUIRED N@ CM 360 CEILING MTD MOTION DETECTOR I I SPEAKER/STROBE ANTENNA SYSTEM CONSISTS OF AN AMS-9040 CONTROLLER,TWO ROOMS. CONDUITS,JUNCTION BOXES & DRAG LINES NEEDED C DOOR CHIME'C338-G5'EDWARDS SIGNALING AT CEILING IN p TRANSCEIVER CABLES, SURFACE-MOUNTED HARDWARE,A FLOOR 8. CENTERLINE TO CENTERLINE DIMENSIONS OF ANY FOR AN EQUIPMENT.COORDINATE W/A/V VENDOR. Project ❑ STOCKROOM & IN CASHWRAP FIXTURE FOR BUZZER SYSTEM KP KEYPAD I I TEMPLATE, AN INTELLIGENT CAPACITY BOARD TO THE CONTROLLER,AND OUTLET PAIR OR GROUP SHALL NOT EXCEED 6". 22. G.C.TO PROVIDE DISPOSAL CONTAINER FOR A/V A DIGITAL REMOTE ALARM. A SEPARATE CAP BOARD ENCLOSURE KIT 9. ALL EXISTING OUTLETS TO REMAIN,SHALL BE REPLACED PACKING AND INSTALLATION MATERIALS. MICHAEL KORS a PUSH BELL BUTTON R FOR EDWARDS SIGNALING LOCATED AT MUST BE ORDERED ALSO. GC TO PROVIDE DUPLEX OUTLET ON A WITH WHITE COVERPLATE AND DEVICE, IF REQUIRED. 23. G.C.TO COORDINATE AN INSTALLATION WITH A/V STOCKROOM DOOR FOR BUZZER SYSTEM. CP CONTROL PANEL I I LIGHT SWITCHES DEDICATED CIRCUIT MOUNTED ABOVE CEILING 10. PROVIDE MINIMUM 10%SPARE CIRCUITS IN EXISTING VENDOR.G.C.TO BE RESPONSIBLE FOR ADDITIONAL WASHINGTON SQUARE, SPACE # G06 ®® mm I I ELECTRICAL PANEL. PROVIDE BREAKER LOCKOUTS FOR LABOR AND TRAVEL CHARGES IF THE SITE IS NOT BQ JUNCTION BOX FOR COMPUTER CABLES DC 3/a"RECESSED DOOR CONTACT °° mm I I THERMOSTAT A.C. UNITS AND SEPARATE CIRCUIT OUTLETS AT READY UPON AN VENDOR ARRIVAL. 9620 SW WASHINGTON SQ. RD. PRINTER I I AND WALL PHONE TELEPHONE EQUIPMENT. TIGARD, OREGON 97223 FLUSH WALL MOUNTED OR CABINET MOUNTED COMBINATION GB GLASS BREAK I I 11. ALL WHIPS AS INDICATED FOR DISPLAY FIXTURE LIGHTS TEL/DATA RECEPTACLE MTD. 18"AFF U.O.N. W/JUNCTION BOX AND Drawing Title CONDUIT STUB UP TO 6"ABOVE DRYWALL W/DRAG LINE. q� I SHALL NOT BE VISIBLE FROM THE STORE. ALL BOXES, CC�/ FIXED CEILING CAMERA LO K I DOOR b" o CONDUITS,AND WIRING MUST BE COMPLETELY POWER-DATA PLAN CPU FLUSH WALL MOUNTED DOUBLE JACK DATA CABLES/FAX LINE I HANDLE CO HIDDEN.APPROXIMATE LOCATION OF WHIPS SHALL A RECEPTACLE MTD. 18"AFF W/JUNCTION BOX AND CONDUIT STUB UP DVR DIGITAL VIDEO RECORDER PHONE MONITOR FAX I x _ TO 6"ABOVE DRYWALL W/DRAG LINE. o I PR WALL MOTION (PIR) TICKET `n I FILE PRINTER I I asEil 00 FLUSH WALL MOUNTED DOUBLE JACK TELEPHONE RECEPTACLE I I Project No. 14933 . MTD. 18"AFF W/JUNCTION BOX AND CONDUIT STUB UP TO 6" PB PANIC BUTTON ® 1001 mm SI I as Scale: AS NOTED ABOVE DRYWALL W/ DRAG LINE. '� ® ®© mm I I S SIREN I I - ❑ P ELECTRICAL N Date: 02-24-15 I FIRE ALARM HORN/STROBE LIGHT MTD.AT 80"A.F.F. I RECEPTACLE I � Drawn By: P.N./S.R. A❑ ALARM CONTROL (TELEPHONE& ELECTRICAL - RECEPTACLE REQUIRED) Checked By: M.P./G.O. FIRE ALARM STROBE LIGHT ONLY, MTD.AT 80"A.F.F. NOTE:ALL DIMENSIONS TO CENTER LINE FO Cat5e CABLE FOR FUTURE SECURITY EQUIPMENT Drawing No. SYMBOL LEGEND TYP. POWER MOUNTING HEIGHTS 5 POWER NOTES 3 GENERAL NOTES 2 6A- 1 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Ar,h�tect RH SWEERS II PROPRIETOR ;AFF EE DD} CC BB' iAAf Z�' <Y 1 14, ,,, ;� FSH _SWEERS ARCHITECT 16"H Rk41SED MWK EQ EQ J € PLATFORM BY MWC. I } I rf.5 Q�SW.?e,5arclixor1'1 I i 102 H.C.FITTING RM FIXTURHANGE BY MWC DISPLAY - - - - - - - - - - - I I - - -- - -- Et�GN�_IGEJSE NO.:4014 LU € OR ADJACENT SERVICE ADJACENT ADJACENT ADJACENT MWK ACCESS DOOR TO DISPLAY AREA FINISHED Ya' R-9.5 �O ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE TENANT, N.I.C. w CORRIDOR TENANT, N.I.C. TENANT, N.I.C. TENANT, N.I.C. THK MIRROR w "MT-1 i D �, ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE /Y2 Z DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE TOP &BOTTOM TRIM AT ^•--•...........»•- --•-•-••....••••• ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION .,:,F„r a,Fr+n<:,i.F;n>.,,.,.rFF»vn+Fnnni ,./ •»s.s:r.H:iy »r/^:.rr:^F..Fr2, I to ..i::,..:ssr;nn..::y:;.:;.. .u,.nb... »r.:::urir: .;:.t::,%r..Fs..i„u.:... r...A.,:".,t,::✓,'Y.F',.: _ ..........,....._...... ...,..:..._,...r.».<. ..............................:::r.»......{i .».»;.... .z.m, " z,..a...:..r..,...,....,».».,......». »»:.:.i,.».,.,..».n..,..":,....,.z.»...,...,.,.::<c::.e.:».. ,e».,i.........»....r,. �I,.........,.£.....:.....,. .. / .:...,.,.. z.. .,x>..:;:;,>: !Y O O - THER STOREFRONT SIDE BY MWC. w h- OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY O i } N Q NI -Q CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. F„ BEAD CURTAIN ACC A2 , F• 0 P NEW WATER LER T WALL MOUNTED SERVER ELECTRICAL PANELS.SEE ProjectCoordinator COOLER.GC O € � 108 F)E CLOSET �• a ;, ;,;i=Y.�rzzz:2 J"'Y:zY^si:nrY{;.F.'r.. ,/,?YQ »...., ,f s. n � 4::ry;:;..,:�.. �/ %'r..,,,iw""r:,•g�2;.:�d�:'....'. /a':9{4:z:><#g!'::gzzi&�,�Yi:F:r .nx.»,.. Fr':acr" » ....,. ,:�:'"' o;.�r., z'i'Ft;�F✓'.',:':9 ,'. sh ?`.-G %.. .....7"n..../.�" AA PROVIDE /8 0 COLD WATER TAP CABINET AND MEDIA ELECTRICAL DRAWINGS ....n.....><............ .. �.ry.....�><... �.; `-w%�•�' LINE AND SHUT OFF VALVE TO NEW SHELF (ABOVE) FOR ALL INFO. ' WATER COOLER &PROVIDE SERVICE 2T-7" j �,; 23'_0" 4 3 2 1 20 20 20 20 DUPLEX OUTLET.SEE POWER PLAN. i n R-11.2 DURATRANS -- -- -5" 10'410:" 3'-O2' 10'-10:' 4" 1'-0}" % 2"FINISHED MWK END I n I m o I FIXTURE BY MWC. REFER r" PANEL BY MWC. AKR xs - .y I I j I € - - - I TO MWK SHOP DWGS. 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I i i I T 212.904.0432 F 212.904.0433 4 I € 20 20 I R-5.7 R-3.1 R-2.13 R-1 A - - - - R-3.1 R-3.2 10'H SHELVING - € € ,. . ..._ 3 7l - CABINETS BY SHELVING ,.t ` ° m m m cn m m m I I / ` I ! o I - 20 II - �J N I I I e I MEP Engineer o ::..f«.:. z c� c� c� w w w w I `- :: h �. :k. - - J L_ JJ 16"H RAISED MWK VENDOR. REFER TO / 1 _.M a a a a o o ° I I ` R-5.5 I PA IS BENCH ` R 6 I-' €�;; L R-1.14 PLATFORM BY MWC. o = SH-1 PLAN FOR ALL i;:, $ z z 0 m m ^ - - - »- - .._... ....... ....._ f I I - z z z 3 R-1,15 I a 750 BROOKSEDGE BLVD.WESTERVILLE, OH 43081 R-5.7 R-5.5 r INFO AND DETAILS ;(0 0 x 0 x 0 = 0 M ! M M M a JA KI l I I PR:, UCT if ""''.`,0.PR CT J 18"HIGH MWK ACCESS DOOR TO PE CLOSET- COL J r : Cf)� cr)� CO CO , CO co W I 4 _ '` (614)839-4639 FX: (614)839-2222 i ^' R 3.3 MANNEQUIN FINISHED Y4 THK IMRROR w/Y2'MT-1 R-3.3 l I Z ^£ t :m i , _ .'.� jfr R-3. 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R-3.2 _- _... a a a a a a z : I o PLATFORM Y MW R-3.1 R-1.l t3 R-3.1 ; 7.1 LO o m o = O = O = o 1 oC0 ce) Ce) = o a CV) I / mss �' o F PLA M B C. 1 I I o PLATFORM BY MWC. ;o w oo ao ao 00 CO ao o € i , ! j I 7.5X3=22.5LF I;o C14 1 :,: m I R=13.2 t I € h 7 „ Seal _ } ! s 3 Q a „ „ "� e } 72"0 SUSPENDED Q u u m t ( -\' I t l 1 -98 20 :1 -98' 8" 6'-4" 15'-4 8" 3-O" 2" 1 O'-O I� 2" ARCHITECT: RH SWEERS II,PROPRIETOR RH SWEERS ARCHITECT. m m m m m m a 6'-0" t R,,-1 �, 'I I ll'-0�" 4" 7'-5" I 2'-4" 4'-0" 2'-4" 7'-5" 8"4" 1' I CHARM LOGO (MT-1 } d = o v o o o m i `--'•f� R-8.1 € EYE L THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY z a a a a a a z I t - - - - - - - - - - FINISH BY SIGNAGE - - - - - _ - IRROR ;MIRROR -9.3 HB 12x3=36 FE TORE HB 15x 60LF R-9.3 HB 10x3=3 LF ) RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE » w = i J f^J I •- - ' .. i ''"E i --• --- -- _ - - - - - -. ' VENDOR.SEE 2/A2OO. CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. O O O � O O I � I - ' - kr_ .l RTW 7 F' 1=I0RIZONTALVIDI=O; � `r � " € �°�co M M M M € M M N - - r- - G3�tfi 9.4 H4 LF o R-1 .1 RTW 7 LF I ......... oc w D A MANAGERS DESK t .... ....... ...... ....... ....... ...... cfl cD m co co co I m m o p"13.2 MIRROR :i.,.. , ;r",..,:� ,.r:<iiii,;.. ;.v ;:,;, :;r:..r'i .:::�:::;FF;" F.rF�::F:i: Fri:•� �.�:.r:<,. ,; u .......... . ......... .... ... . . .. . : „ 1 I � ( 27-7 14'-2" 12'-0" 23'-0" , € i 10'H SHELVING CABINETS BY 1 i 2"FINISHED MWK END I 18"HIGH MANNEQUIN SHELVING VENDOR. REFER TO SH-1 20 104 FITTING RM 101 F.R.VESTIBULE 100 SALES AREA PANEL BY MWC. PLATFORM BY MWC. PLAN FOR ALL INFO AND DETAILS HANGING DISPLAY ADJACENT TENANT • r I J FIXTURE BY MWC STOREFRONT, N.I.C. OVERLAND PARK. KS BEAD CURTAIN. �o I SERVICE I ADJACENT 4 ,mr € x 103 FITTING RM I Or O 1_ r ALCOVE r i I TENANT, N.LC. ! jl G £� N.LC• y F No. Date Issued By 107 MANAGER'S OFFICE F 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. "<o a >3. r . f:x/ ,w . 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212D. 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. MILLWORK NOTES: 1. GENERAL CONTRACTOR TO PROVIDE & INSTALL FIRE RETARDENT BLOCKING AS REQUIRED FOR ALL NOTE: 06 10-27-14 ISSUE FOR PERMIT 212 D. (WALL MOUNTED) FIXTURES. COORDINATE WITH TENANT'S FIXTURE PACKAGE. ALL MILLWORK BY MWC.GC TO REFER TO MWC SHOP DRAWINGS • ALL MILLWORK BY MWC. REFER TO MWC SHOP DRAWINGS FOR ADDITIONAL INFORMATION. 2. GENERAL CONTRACTOR TO PROVIDE & INSTALL FIRE RETARDENT BLOCKING AS REQUIRED FOR ALL FOR ALL MILLWORK DETAILS & DIMENSIONS AND TO COORDINATE 07 12-15-14 ISSUE FOR BID 212 D. MIRRORS. ALL MILLWORK INSTALLATION AND ALIGNMENT. • ALL DIMENSIONS & EXISTING CONDITIONS TO BE V.I.F. PRIOR TO FABRICATION AND INSTALLATION. 3. ALL FIXTURES AND FURNITURE SUPPLIED BY TENANT'S VENDOR AND INSTALLED BY GENERAL 1\ 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. CONTRACTOR. 162\ 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. • GC TO COORDINATE WITH MWC AND STOREFRONT VENDOR FOR ALL STOREFRONT FIXTURE AND 4. FIRE EXTINGUISHER PROVIDED & INSTALLED BY GC, COORDINATE EXACT LOCATION WITH FIRE CABINETS INSTALLATION , FRAMING AND SUPPORT. MARSHAL,TYP. MANUF.: POTTER ROEMER N • GC TO PROVIDE ALL ADEQUATE & REQUIRED BLOCKING AND SUPPORT. MODEL: #3010 10 LBS ABC DRY-CHEMICAL UL RATING 4A:60B:C,SIZE: ., 5"DIA.x 20"H. OR APPROVED EQUAL (MINIMUM 2A RATING) MILLWORK NOTES 4 GENERAL NOTES 3 FIXTURE PLAN Key Plan/Ground Floor SCALE: N/A SCALE: N/A SCALE: 3/16"=1'-0" MICHAEL KORS SPACE#G06 DWG. REF. # PROVIDED BY DESCRIPTION DWG. REF. # PROVIDED BY DESCRIPTION DWG. REF. # PROVIDED BY DESCRIPTION DWG. REF. # PROVIDED BY DESCRIPTION DWG. REF. # PROVIDED BY DESCRIPTION jgI 4,523 S.F. R-1.1 MWC 55" FOLD TABLE _ F-12.1/F.12.1 C MWC CANTILEVER SHELVES -SHOES OR HANDBAGS R-16.1 MWC/GC MANAGER'S DESK D16rs F-7.6 MWC FLAT RUNWAY TABLE-SMALL 3X6 X30'H SPORTING R-1.2 MWC 84"FOLD TABLE R_1.7 MWC 6' EVERYTHING TABLE R-9.5 MWC STOREFRONT HANGING ACRYLIC SHELVES R-16.2 MWC/GC EMPLOYEE/BREAK/RECIEVING DESK F-32.4 MWC ETAGERE-BAGS SMALL F-1.3 MWC FOLD TABLE WITH SHELF F_7•8 MWC NESTER FOR & EVERYTHING TABLE F-13.1 C MWC STOREFRONT HANGING ACRYLIC SHELVES, 1"THK F-20.3 GC BATHROOM SHELVES F-32.5 MWC KNIT ETAGERE R-1.3 MWC 48"NESTER F-14.]/F-14.1 C MWC APPARREL CABINET/APPAREL SHELVES F-20.4 OWNER BATHROOM CABINET R-9.8 MWC T-STAND R_�•7 MWC 8 EVERYTHING TABLE4 F-2.2 _ MWC 66"NESTER F_7•10 MWC NESTER FOR 8' EVERYTHING TABLE F-14.2/F-14.26 MWC HANGING DISPLAY 1 1/2"ACRILYC F-20.5 GC COAT HOOKS R-10.5 MWC 4'-0"BALLET BAR j R-1.4 MWC 48"NESTER (BACK PAINTED GLASS) F_8•1 MWC CASHWRAP -L SHAPE F-14.2C MWC HANGING DISPLAY LIT-PERIMETER F-21.1 MWC CLUSTERED MANNEQUIN PLATFORM -PSS R-10.4 MWC WALL MOUNTED SIDE HANGBAR I� NOR"s ROM F-2.4 MWC 66" NESTER (BACK PAINTED GLASS) F-8.2 MWC CASHWRAP -FREESTANDING F-14.3C MWC 6"H PLATFORM FOR F-14.2C HANG DISPLAY R-18.1 MWC STOREFRONT VITRINE SMALL R-10.8 MWC RETRACTABLE FACEOUT HOOK F-3.1 MWC SMALLY JEWELRY VITRINE-OPEN F-8.3 MWC CASHWRAP- U SHAPE R-10.1 MWC HANGING DISPLAY 1"ACRYLIC F-23.1 C MWC STOREFRONT VITRINE SMALL- UNLIT BOTTOM R-10.7 MWC FACE OUT HOOK -131 R-2.1 MWC SMALL JEWELRY VITRINE-CLOSED F-8.4 MWC BACKWRAP F-14.6 MWC LOOK BAR 77"HIGH (SHOWROOMS) R-18.1 MWC STOREFRONT VITRINE LARGE F-33.5 MWC MILLWORK CLOSET-SIZE PER PLAN N� R-2.2 MWC LARGE JEWELRY VITRINE-NEW F-8.5 MWC BACKWRAP WITH CLOSET R-1 1.5 MWC DURATRANS -NEW SMALL R-18.2 MWC LONG VITRINE F-33.5.4 MWC MANNEQUIN PLATFORM R-4.1 MWC 60"ZEBRA BENCHF-8.6 MWC CASHWRAP -L-SHAPE-CALIFORNIA R-1 1.4 MWC DURATRANS-MEDIUM F-23.4 MWC NOT USED R-10.3 MWC FLOOR MOUNTED HANGBARS Project R-4.2 MWC LARGE ZEBRA BENCH (DOUBLE OTTOMAN) F-8.7 MWC CASHWRAP -FREESTANDING-CALIFORNIA R-11.3 MWC DURATRANS -MEDIUM WITH LOGO F-23.5 MWC INTERIOR VITRINE W/O GLASS R-9.9 MWC TOTE PEGS MICHAEL KORS R-4.3 MWC LARGE ZEBRA BENCH (DOUBLE OTTOMAN) NO BOLSTER F-8.8 MWC CASHWRAP -U-SHAPE-CALIFORNIA R-1 1.2 MWC DURATRANS-LARGE R-25.1 OWNER BEAD CURTAIN R-10.6 MWC "Z" BALLET BAR WASHINGTON SQUARE, SPACE # G06 F-4.3 MWC LONG BENCH WITH DISPLAY F-9.1 MWC EYEWEAR WALL-NOT IN USE- R-1 1.1 MWC DURATRANS-LARGE WITH LOGO R-25.2 OWNER ANGLED BEAD CURTAIN F-33.9 MWC CLEAR ACRYLIC TOWER 9620 SW WASHINGTON SQ. RD. F-4.5 MWC FOOTWEAR BENCH- REGENT STREET R-8.1 MWC SLG WALL R-12.1 MWC SURFACE MOUNTED MIRROR -SALES R-20.2 MWC PERIMETER BUNKERS R-14.3 MWC STACKING ACRYLIC CUBES TOWER TIGARD, OREGON 97223 R-4.5 MWC FOOTWEAR BENCH- REGENT STREET R-b.l MWC VIDEO DISPLAY F-16.2 MWC SURFACE MOUNTED MIRROR -FITTING ROOM R-27.1 MWC PERIMETER FASCIA PANEL F-33.10 MWC 2 TIERED T-STAND Drawing Title F-5.1 MWC FOOTWEAR BENCH TABLE-REGENT STREET F-9.31 MWC CASHWRAP VIDEO DISPLAY F-16.3 MWC SURFACE MOUNTED MIRROR -SPECIALTY F-30.1 MWC CANTILEVER SHELVES WITH POLISH EDGE F-34.1 MWC PARSON'S TABLE WITH SHELF FIXTURE PLAN F-5.2 MWC COFFEE TABLE R-82 MWC EYEWEAR/SLG WALL COMBO (NOT IN USE) R-12.3 MWC SURFACE MOUNTED MIRROR-3 WAY R-9.7 MWC CANTILEVER SHELVES ACRYLIC F-35.1 OWNER UMBRELLA STAND R-5.1 MWC LARGE SHOE TABLE F-9.5 MWC POLISHED EYEWEAR/SLG WALL COMBO F-17.1 C MWC FITTING ROOM - BENCH R-3.1 OWNER NESTING TABLE LARGE F-100.1 MWC DURATRANS-DOUBLE LARGE R-5.2 MWC MEDIUM SHOE TABLES F-9.6 MWC EYEWEAR WALL R-13.2 MWC FITTING ROOM -HANGBAR R-3.2 OWNER NESTING TABLE MEDIUM F-303.1 MWC - _ -- - Project No. 14933 R-5.3 MWC SMALL SHOE TABLES F-9.7 MWC EYEWEAR /SLG WALL COMBO F-17.4 MWC TAILOR'S POUF R-3.3 OWNER NESTING TABLE SMALL Scale: AS NOTED F-7.1 MWC SLOPED RUNWAY TABLE-LARGE 3'X8' F-9.8 MWC REGENT ST.VERTICAL EYEWEAR R-14.1 MWC MACASSAR CUBBY-CANTILEVER WOOD SHELVES R-3.4 OWNER DOUBLE NESTER LARGE Date: 02-24-15 F-7.2 MWC SLOPED RUNWAY TABLE-SMALL 3'X6' F-9.9 MWC COLUMN EYEWEAR FIXTURE AT MIRRORED COLUMN ENCLOSURE R-14.2 MWC MACASSAR RISERS-COLLECTION R-3.5 OWNER DOUBLE NESTER MEDIUM Drawn By: P.N./S.R. F-7.3 MWC FLAT RUNWAY TABLE-LARGE 3'X8' F-10.1/F-10.1 B/F-10.1 C MWC CANTILEVER SHELVES -HANDBAGS R-17.2 MWC MACASSAR MANNEQUIN -PLATFORM R-21.1 MWC ETAGERE-LARGE FOLD Checked By: M.P./G.O. F-7.4 MWC FLAT RUNWAY TABLE-SMALL 3'X6' R-9.4 MWC HANGING LIT WOOD SHELVES-STOREFRONT F-18.4 MWC MACASSAR CUBBY F-32.2 MWC ETAGERE-SMALL FOLD Drawing No. F-7.5 MWC FLAT RUNWAY TABLE- LARGE 3'X8'X30"H F-1 1.2 MWC HANGING LIT WOOD SHELVES -PERIMETER R-15.1 MWC SALES FLOOR STORAGE CLOSET R-21.2 MWC ETAGERE- BAGS LARGE FLOOR FIXTURE SCHEDULE 2A� l 04 SCALE: N/A (CC BB Architect ~17.1 RH SWEERS II PROPRIETOR MT-2 102 H.C.FITTING RM - - - - - - - - - - - ST-1RH, SWEERS ARCHITECT P2 P4 ;Y ST-1 ` P-2 ' ADJACENT F2 B1 SERVICE ADJACENT ADJACENT ADJACENT ' 33 ! TENANT, N.I.C. CORRIDOR TENANT, N.LC. TENANT, N.I.C. TENANT, N.LC. E / P-2 ( l �hs�,wae�sarcf�.c%im s F , a: %T" '%5:ff9 ;:'.{GJ"' "%Y v c:✓0">'.`k;:5 3:.:kkk:f .>kku :;::;5:5:;k;Tk:Q' l, +:t:'/,> '1 LICENSEON ...:.:........,:::: ... .... :. y # ST 1 ( 5 X i ? ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE 108 FIE CLOSET ""` i . R3>.�a'S>.,,,kk!% /,:(Cl'. :'rxhsr:•tr>rs:r.k:::'.%.c3%�+%,.„.{,% r'hf;%s:srksxF.tk:3k , DUPLICATED USED OR DISCLOSEDD WITHOUT WRITTEN CONSENT OF THE ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCT IONGC TO EXTEND SERVICE CORRIDORFLOR FINISH. i J EXISTING FLOORING COORD.ALL WORK WITH MALL MANAGEMENT ! 9 P3 ACT OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER TO REMAIN SERVICE TILE TO EXTEND 6"MIN. UNDER i ♦' TILE TO EXTEND 6"MIN. UNDER F2 I B2 MT-2 CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. 7 HATCH DENOTES F3A TILE (FINISH RED) ALONG 44" CORRIDOR : CABINET BUNKERS (TYP). GC TO l 3 CABINET BUNKERS (TYP).GC TO # _ iC ` / LINE OF MILLWORK i ( ) `. CLEAR EGRESS PATH.GC TO COORDINATE WITH COORDINATE WITH MWC.GC TO ;,/ COORDINATE WITH MWC. GC TO c Project Coordinator F-1 tSTART LINE OFF MILLWORK ,' CABINET i E; ) :f»: <ffff;f":,3,%+; -, ,./ :', ..',%;',•,:: kf'.f3;::. :.:: € EGRESS PLAN AND A104. € ; NOT CUTTILES UNLESS IS NECESSARY. NOT CUT TILES UNLESS IS NECESSARY.— POINT— ' POINT CABINET 3 kk.. y .. ,. Y. „ ,t„?., TILE TO EXTEND 6”MIN. UNDER-, ,. , yy v .,,.., ,. ,. , .,>...w ...,,�. .,v ,•+o;. .: . :'¢rYTH %.✓ '::a:;. ..tisf: •'>sk•°> 'c^.. f :.' s I.. ...COORDINANE WITH MWC. G t I I � _ _ �' .. . __. _-_ _ . �._ ... .._� _ (LES UNLESS IS 1 �: TO NOT CUT T NECESSARY. LIG F i1 i LINE OF MILLWORK >'keof: 106 RESTROOM PLATFORM i , / P3 P4 :,x .. sl GC TO PROVIDE MALL # �•. / I k`f.F:e _ TWO ONE TWO 5 E,,.«. �/ F5 B3 .:;».:, / l ::. { FLOORING (TO MATCH 24-018' 0" »13_ • .` `. "', :'.. ''^•� , �'``�.^..\�^'\� EXISTING) BEHIND LEASE LINE AS West 21st Street Suite 403 , 45 : r �¢ f 5 a I tib : �` F;,; w<•, . } REQUIRED. COORDINATE ALL .. \ t: - ME New York, New York 10010 c, ::::.......... .. K w/MALL MANAGEMENT. S ( ^:iK l` � » WOR is 2 F 212.904.0433 I MT-2 T 212.904 04 t / l , - J l� / , # : i• / \?` \ J F r ` \�+ , ` I MEP Engineer MALLSERvICE CORRIDOR M ENGIN EERING I# is \\ , 5 B T RVIL E 43 1 t. 7 0 ROOKSEDGE BLVD.WES E L OH 08 , , I I • ., : .. .. .. 14 4 F 14 -2222 ;, .. .. t. ., . ..,. . _. ,, . ._.. ,c ,�° ✓.,l � r NEW TRANSITION N S RIP 1 4"ST T' 6 839 639 X: 6 839 #II i. # 5 Y rN,n, f ".1 1 SCHLUTER DECO E100D BY GC 3 # H — { # f 1 �' J' � ,1✓` : E:, :f' I ALONG CENTERLINE OF DOOR LI htln I 1 k W 9 9 , 105 . ..... ' STOC I I I CLOSURE AS REQUIRED. / HENNESSY DESIGNI N P PO BOX 42162 PORTLAND,OR 97242�� m 'v. t „ F3 B2 ..�, ,.::,... , \ >\ , f 888 358-6368x101 503583-89 0 .. ..... ::' •.. 1` q ¢, > : j \\ Consultant LINE OF MILLWORK E ;;"� PLATFORM � I �' } w.�._., j Q ; f1 I TILE TO EXTEND 6"MIN. UNDER F 1 AL GN i F_1 I, I C I CABINET BUNKERS (TYP). GC TO COORDINATE WITH MWC. .. p ,.. .. ., T TILES UNLESS .. .. , . . .,. ,. .. _ .. ,. _w, ,,,, . ,' .� GC TO NOT CUT , .;. :: r -, 5 -tt :s• «cax«t�ow,t't�, t«tn«- .: ..... ...... :: ,. .,. .�.t...a s, < s I 's 1:} 5 ;, 3 . 5 :_ . : __.. .,.». � <� � � �...,. , # „- Seal ...... .....- ....... ...... ...... ..... ...... .-... .. ... .. SARY. I# _ _ ARCHITECT: RH SWEERS II,PROPRIETOR RH SWEERS ARCHITECT. IS NECES e . ___ .....,:. , .f:iY,ii'?.'{':,. ../QTY.•"' C:;k'. %.%' 'TUT fr' ,kk:.lKil,;<kkb ,,..,..,,' ».... .,.,... :4,AM'/N.,,,...,w. ,wnwnwr,nnww"i'wief^:{/'! ..,:�v. ;,.x:° ��,,.. ».,: ,»,...,»>,,:.:.»,,,+,»r .,,;COY ,:::eiGOk t'ur4:r ':�.' "'.",�.F+n""'M"AMnMiHr1,"'"T+w ii'%i.' 1,�.fiPolf>`.L%' r,::,wfw'F%l'. .::'w'tiM,Yf3ks;",,;,,,y"ir{.t» m �.., k .,k,i,..,�asr>,;,y. ),„q .:. .,i', Il ,; '.!{ :ry` :'..J QkrAl'ii°:krKYMY::'t", 'NNiiffe}rYwwM ::;Yww'ieff{' .... ..............................>:. ..:Tei'... .. ... .. is 'ST-1 THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE TILE TO EXTEND 6"MIN. UNDER - LINE OF MILLWORK LINE OF MILLWORK TILE TO EXTEND 6"MIN. UNDER YY.:..y CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. 104 FITTING RM 101 F.R.VESTIBULE CABINET BUNKERS (TYP).GC } CABINET CABINET 100 SALES AREA CABINET BUNKERS (TYP).GC T ;%. P2 P4 P2 P4 TO COORDINATE WITH MWC. P2 I P4 TO COORDINATE WITH MWC. g jJ U SUN SS IS UT TILES UNLESS S F2 B1 F1 B1 GC TO NOT CUT TILE LE F1 B1 GC TO NOT C L I NECESSARY. NECESSARY. ry SERVICE ADJACENT g: 103 FITTING RM � ALCOVE Y TENANT, N.I.C. \� ENGINEERED WOOD N.LC. P2 P4 FLOORING, JAVA, RED f F2 B1 OAK IN HERRINGBONE %t, • w NOTE: TO AVOID HAVING PATTERN BY GC OVERLAND PARK. � SHORT PIECE AT END OF KS 107 MANAGER'S OFFICE COURSE, DIVIDE LAST FIVE v � ` � >y;; 'L P3 ACT PIECES EVENLY 1"WIDE STAINLESS STEEL SCHLUTER Oil 0 if :,. >>+��:,::.,:,' :>;.�.:rr^m;::zekkfk.%:kk>k:::::k:>i;�r.>ef�r �';, fiLt,'n:/.b'/i'+.+ett'/..<i;.AsYfx:;Ar'i>kk%:::G'.RKf:{ .;,' '.�'>" F3 B2 ENGINEERED WOOD "DESIGNLINE"PROVIDED AND INSTALLED FLOORING, JAVA, RED OAK (OVER THIN SET MORTAR) BY GC. No. Date Issued By IN SG6DIER GGYRSE B* GG FLOOR FINISH PLAN 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. 1 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. SCALE: 3/16"=V-0" 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. KEY DESCRIPTION NOTES GENERAL LOCATION 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. P-2 BENJAMIN MOORE DECORATORS WHITE (#CC-20) REGAL PAINT, EGGSHELL BY GC SALES AREA& FITTING RM. P-3 BENJAMIN MOORE DECORATORS WHITE (#CC-20) REGAL PAINT,SEMI-GLOSS BY GC STOCKROOM, DOORS & FRAMES,TOILET RM 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. P-4 BENJAMIN MOORE DECORATORS WHITE (#CC-20) REGAL PAINT, FLAT BY GC SALES AREA & FITTING ROOM CLG. 06 10-27-14 ISSUE FOR PERMIT 212 D. B-1 2"H X%"W SURFACE MOUNTED WOOD BASE. PAINT FINISH SEMI GLOSS. BY GC FITTING ROOM &SALES AREA COLOR TO MATCH WALL ABOVE. 07 12-15-14 ISSUE FOR BID 212 D. B-2 PINNACLE RUBBER BASE BY ROPPE- 1/8"THICK X 4"H COVE BASE: #191 BY GC STOCKROOM A 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. B-3 CAMEICERAMIC TILE BY DACTILE, COLOR:SNOWDRIFT-AT-01 BY GC RESTROOM TILE PROVIDED BY TENANT STONE TILE:23 8"X 23 8'X 8'PACIFIC SUPER WHITE PORCELAIN THINSET: MAPEI 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. VESTIBULE/ FITTING AND INSTALLED BY GC F-1 ULTRAFLEX LFT BY GC GROUT: 1/16"THK LATICRETE #44 BRIGHT WHITE UNSANDED SUPPLIED BY OWNER AND INSTALLED BY GC SALES FLOOR & F.R.VESTIBULE CARPET BY TENANT'S VENDOR, FRT SALES ROOM THK WOOD JAMB BY GC. 2 GROUT. GC TO APPLY TILELAB GROUT SEALER AFTER INSTALLING GROUT. PLYWOOD SUBSTRATE BY TENANTS LINE OF B-1 FINISH P2 F-2 CARPET BY BIGELOW"SPECTRUM" BROADLOOM, COLOR:JAVA LATTE SUPPLIED BY OWNER AND INSTALLED BY GC SALES FLOOR INSET& FITTING ROOMS VENDOR, VERIFY THICKNESS. BASE BEHIND 1 4 S A E SS E ER VINYL COMPOSITE TILE BY AZROCK- 1/8"THICK X 12"X 12"V.C.T. #V2602 NATURAL F-3 BY GC STOCKROOM & RESTROOM LINE OF PLATFO M il..... ....... ...... ...... a ALIGN FLUSH WITH STONE WOOD JAMB. 1.6 DECO E100D STRIP BY GC ........................ MOON ABOVE MT-2 FLOORING TO PREVENT FRAYING EDGES F-3A VINYL COMPOSITE TILE BY AZROCK- 1/8"THICK X 12"X 12" BY GC STOCK ROOM ALONG 44"CLEAR EGRESS PATH 1/4"STAINLESS STEEL SCHLUTER 1.6 CARPET BY TENANT'S VENDOR, REF #V-269 STATEMENT RED DER# FLOORING:MIRAGE, ENGINEERED WOOD FLOORING,JAVA, RED Key Plan/Ground Floor TILE TO XTEND I I DECO E100D STRIP BY GC TO I I FRT PLYWOOD SUBSTRATE BY F-4 OAK IN HERRINGBONE PATTERN -2 RED X 17 7/8"X ORI THICK SUPPLIED BY OWNER, INSTALLED BY GC. SALES FLOOR INSET 6"MIN UNDER I PREVENT FRAYING EDGES TENANTS VENDOR VERIFYMICHAEL KORS NEW STOREFRONT SYSTEM WITH%2' ;� \,, , ;,,, ,, , ,,;,. ., ;.,,\ :,,.. ,,, THICKNESS. ALIGN WITH F-5 6"X6"CERAMIC TILE BY DACTILE, COLOR:SNOW DRIFT-AT01 BY GC RESTROOM KP«�Y PLATFO M (TYP). / :'� .; , ,' , ,.r. : , SPACE#G06 - CLEAR TEMPERED GLASS -=-===- TILE PROVIDED BY TENANT =_ STONE FLOORING FB-1 LINEN FABRIC PANELS W/ 1/2"MT-1 TRIM - BISSON BRUNEEL MYL ICE BY MWC SALES AREA 4,523 S.F. STONE TILE: RESORT BIANCO DECOR LINEA-23 5"X 23 5"X 3i LINE # / AND INSTALLED BY GC ST-1 8 8 S SETTING BED BY GC TEXTURED STONE TO BE INSTALLED IN STACK BOND PATTERN (HORIZONTAL G�KS f F ♦ I ° `' TT E LINE TEXTURE DIRECTION) BY GC.ONLY HORIZONTAL GROUT (MIN) AND BY OWNER AND INSTALLED BY GC STOREFRONT SRGRTING SETTING BED BY GC EXISTING NG CONCRETE TOPPING SLAB VERTICAL BUTT JOINTS.GROUT: LATICRETE #44 BRIGHT WHITE UNSANDED � i EXISTING CONCRETE a' ° GROUT.GC TO APPLY TILELAB GROUT SEALER AFTER INSTALLING GROUT TOPPING SLAB MT-1 1/8"STAINLESS STEEL W/ #8 POLISHED FINISH BY STOREFRONT VENDOR STOREFRONT i / I TILE FITTING ROOM MT-2 1/8"ALUMINUM WITH WHITE POWDER COAT FINISH TO MATCH RAL #9003 BY STOREFRONT VENDOR STOREFRONT MALL WALKWAY PL-1 FORMICA#949-90 GLOSS WHITE PLASTIC LAMINATE BY MILLWORKER SALES AREA — / I � WD-1 MACASSAR EBONY WOOD LAMINATE. FORMICA #9012. (fire rated laminate) BY MWC FASCIA PANELS WL-1 GLOSS WHITE LAC UER WALL BY MWC SALES AREA IT NIIROSTR__ � / / I GL-3 1/4"/ 6MM THK STARPHIRE LOW IRON MIRROR BY GC/MWC MILLWORK FIXTURES I .,' II I ♦ I GL-1 1 ACID ETCHED MIRROR BY BENDHEIM (KORS 197) BY MWC SALES AREA - N ,F LF Ft N@ LEASE LINE CARPET TRANSITION DETAIL CARPET TRANSITION DETAIL APPLICABLE FINISH NOTES I 5 4 2 Project 3 F. NEW TRANSITION STRIP 1/4"ST ST'L SCALE: 3"= 1'-0" SCALE: 3"= V-0" SCALE: N.T.S. F-1 ' ♦` ,` SCHLUTER DECO E100D BY GC MICHAEL KORS ALONG CENTERLINE OF DOOR 1. EXAMINE ALL SURFACES TO BE PAINTED UNDER THIS CONTRACT AND SEE THAT THE WORK OF OTHER TRADES HAVE BEEN LEFT OR INSTALLED IN A SATISFACTORY CONDITION TO CLOSURE AS REQUIRED. 1"WIDE STAINLESS RECEIVED PAINT OR SPECIFIED FINISH. WASHINGTON SQUARE, SPACE # G06 STEEL SCHLUTER F-1 STONE 2. INTERIOR GYPSUM WALL BOARD SURFACES SHALL BE WIPED WITH A DAMP CLOTH, JUST PRIOR TO APPLICATION OF THE FIRST COAT OF PAINT IN ORDER TO LAY FLAT ANY NAP WHICH „ MAY HAVE FORMED IN SANDING. 9620 SW WASHINGTON SQ. RD. /i. GC TO PROVIDE MALL FLOORING METAL STUD FRAMING BY GC. F-4 WOOD FLOOR BY DESIGNLINE" FLOORING 3. PAINTER SHALL BE RESPONSIBLE FOR THE REMOVABLE OF HARDWARE,SWITCH,AND OUTLETS COVERS., ETC,AND RE-INSTALLATION OF SAME AFTER PAINTING. (TO MATCH EXISTING) BEHIND LEASE s� GYP. BD.WALL BY GC. TENANT'S VENDOR.ALIGN PROVIDED AND PROVIDED BY 4. PAINTING APPLICATION SCHEDULE: (1) COAT PRIMER, (2) COATS EGGSHELL IN SALES,SEMI-GLOSS IN STOCK. TIGARD, OREGON 97223 3 ' LINE AS REQUIRED.COORDINATE WITH F-1 STONE INSTALLED (OVER THIN TENANT AND 5. ALL COMPLETION OF PAINTING, ALL PAINT MATERIALS AND EQUIPMENT SHALL BE REMOVED. ALL PAINT SPOTS REMOVED AND ALL AREAS THOROUGHLY CLEANED. ANY DIRT OR ' = I GC TO TAPE AND SPACKLE Drawing Title n �� ALL WORK w/ MALL MANAGEMENT. FLOORING. SET MORTAR) BY GC. INSTALLED BY DEBRIS CAUSED BY WORK SHALL BE CLEANED UP AS WORK PROGRESSES. / - - I TO SMOOTH FINISH 1" GC 6. RE-TOUCH OR RE-FINISH SURFACES DAMAGED BY SUBSEQUENT WORK AS DIRECTED BY GENERAL CONTRACTOR. THE COST OF SUCH RESTORATION WORK SHALL BE BORNE BY FINISH PLAN i NEW STOREFRONT SYSTEM WITH%" CONTRACTOR. CLEAR TEMPERED GLASS 2' ALIGN SETTING BED 7. WIPE CLEAN ALL SURFACES WITH DAMP CLOTH. ' ♦ ' I 2"X 1/2"PAINTED POPLAR BY GC AS 8. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER PROTECTION AGAINST DAMAGE TO EXISTING FURNITURE, ADJACENT FINISHED WORK, FLOORING, ETC. A APPLICABLE. WOOD BASE BY GC PER MNF 9. REFER TO DETAILS SHEETS FOR APPLICABLE FLOOR TRANSITION DETAILS. LINE OF PLATFORM I PAINT TO MATCH WALL REQUIREMENTS. 10. THE FLOORING CONTRACTOR SHALL HAVE A MINIMUM OF FIVE YEARS EXPERIENCE WORKING WITH THIS TYPE OF PRODUCT. ABOVE I ABOVE W/SEMI-GLOSS FINISH 11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL THE FINISHES IN THE STORE, WALLS, FLOOR AND CEILING PRIOR TO TURNOVER. GC SHALL project No. 14933 TILE TO XT ND MT-2 F-1 STONE FLOORING 412. GENERAL CONTRTOUCH-UP ALL OACTOR SHARNER DLL CAULKING S, WALLS, CEILING BETWEEN MILLWORK AND GYQPSIUM BOARD WALLS RED PRIOR TO NFOREQUIRED TO CREATE A SMOOTH VER AND ANY DAMAGE D FNIOHHER TRADES INCLUDING MILLWORKER. _._. __.-..-.. t S . 6"MIN NDER ( ;, , ; ✓ � I PROVIDED BY TENANT N FT PLYWOOD Scale AS NOTED PLATFO M (TYP). 3 _ --' } i~ �t `, , AND INSTALLED BY GC 4 UNDERLAY AS GENERAL NOTE: UPON POSSESION OF PREMISES, ENTIRE SPACE DIMENSIONS SHALL BE VERIFIED AND NOTED OF ANY DISCREPANCIES BY GC'S FIELD SUPERVISOR USING CONSTRUCTION Date: 02-24-15 x. REQUIRED PER LAYOUT SHEET. GC SHALL RESUBMIT THAT SHEET WITHIN (3) THREE DAYS FROM START OF CONSTRUCTION TO ARCHITECT. WALL —CONC.-TOPPING ' WOOD FLOOR Drawn By: P.N./S.R. Y " R;SLAB.VIF INSTALLATION X DTL # XX XX CEILING SEE DETAIL Checked By: M.P./G.O. . n SPECS. XX SHT # XX XX BASE Drawing No. FLOOR STOREFRONT FLOOR LOGO TYP. "B-1 " BASE DETAIL 7 WOOD TRANSITION DETAIL 6 FINISH NOTES 3 A_ l 8 SCALE: 1/2"= V-0" SCALE: 6"= 1'-0" SCALE: 6"= V-0" SCALE: N.T.S. MILLWORK NOTE: Axmitect ALL MILLWORK BY MWC.GC TO REFER TO MWC SHOP DRAWINGS FOR ALL MILLWORK DETAILS & DIMENSIONS AND TO COORDINATE ALL MILLWORK RH SWEERS 11 PROPRIETOR INSTALLATION AND ALIGNMENT. pH J V V pS ARCHITECT SOFFIT FINISHED BEAD CURTAIN SOFFIT FINISHED BEAD CURTAIN 2'CLEAR TEMPERED MILLWORK LEGEND: �p�EI='� FINISHED CEILING P-2 BY GC. (BEHIND). P-2 BY GC. (BEHIND). GLASS (BEYOND) HATCH DENOTES MT-1 (POLISHED STAINLESS STEEL) FASCIA/TRIM BY M'NC. R Y +l 1'-0"A.F.F.\, o— _ 11 FINISHED CEILING B.O.SOFFIT P 2 Ixt<� I P-2 lhsllsmirs-3rch.,om 3 10-0 AFF 10'-0 AFF r\ 3 . . . ��rZEGr)�� L,CErJSE NO.:4014 ' WRITTEN AL APPEARING ... . f "' \ ORIGINALA AND UNPUBLISHED SHED WORK OF F HE ARCHITECT ANID MAY NOT BE NICKEL PLATED BEAD II I CONSTITUTE B.O.SOFFIT I. I ; _ ` h DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OFTHECURTAIN (BEHIND). �. \ \ ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION . . . "\ ::.\." \. \; PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER i / i OF THE ' ; 5 f! �, f 5 CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. _." '.: 102. R 9:4 . : . 11 � , R-9 a :`;: . :::: Project Coordinator -: 'Al \tis '. \:�rp ` < ii 72"0 MT-1 FINISH (BEHiND�'~ ti . . . A. CHARM LOGO BY . •3 . . . . . . SIGNAGE VENDOR ... ............ ........... :1 R 9 5 SUSPENDED BY 32'0 c' . . 4 . . . . . . MT-1 TUBE FROM . . . . . . . TWO ONE TWO CEILING. C:) co \ ��: . . .... . . .. . . . . .. . . . . . .. . ... . . . .. . . . . . ..... . . ;o �r . T.O. BUNKER T.O. BUNKER . . Street, Suite 403 .:: . .. 5.<>trr:r.,.. .::r;ice';%:'r`Y ..,....._......... ....... ..'n ...... _,......,...__...,,.. \ - A StY:Si:��� ,k''.'.`:.'� 1 4 FF .,•," , iv.rr;w','�j'{5'S,.E 4.,••: •< � \. \ <:\,. l,'£ \. \ k, r,,:::•`,iw::�r:3;s^X ?: ;5:5':;»;r" New Yor New York 10010 T 212.904.0432 F 212.904.0433 rH. FINISH FLOOR FINISH FLOOR W \ SECTION THROUGH 16"H HANGING DISPLAY BUNKERS 4"MT-1 END PANEL NEW PIVOT DOUBLE GLASS ENTRY 4"MT-1 END PANEL HANGING DISPLAY BUNKERS pM�EP Engineer MWK PLATFORM BY MWC FIXTURES BY MWC. BY MWC BY VENDOR.FRONT DOORBS SND SIDFRONT (FRAME NDOR VENDOR.FRONT FIXTURE BY MWC. BY MWC M—ENGINEERING WITH CUSTOM DOOR HANDLES 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 FINISHED WD-1 BY MWC. (614)839-4639 FX: (614)839-2222 Lighting HENNESSY DESIGN PO BOX 42162 PORTLAND,OR 97242 INTERIOR ELEVATION 2 INTERIOR ELEVATION (888)358-6368x101 (503)583-8907 SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" Consultant MALL BULKHEAD/ CEILING TO REMAIN. T.O.STOREFRONT 0"A.F.F. Seal ARCHITECT: RH SWEERS II,PROPRIETOR RH SWEERS ARCHITECT. %"THK MIRROR w/%" MT-1 TRIM ALL SIDES 2 WHITE STONE TILE,ST-1,AS THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY SALES SIDE BY MWC GL-3 3�" REVEAL BY SCHEDULED. RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE S S CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. WD-1 MWC (TYP.) A201 102. A •. f .,n ( i f 1 E. {, l •b: ' : k i"t' .,x. 3. ...Sn,:: S.. •,!!:.f:'r, y !',: ,.%. f♦.:... r. :: B.O.SOFFIT f f f .�. �ia�.;,.'s; ar� .t..,':•,.. t t f t _ +10'-3 1/4"A.F.F. +10 # ; f ^x+Z WD-1 1 t` WD-1 €' P-2 ?I€ MT-1 FINISHED LO '' £ EYEBROW S w C sat{ 5 \ E / — f yy 1 ,. , rrY...:vr'.r n':'r.r n" »,. .,. ?I f,t. R 5 14 l� fE f. B O SOFFIT � f +8-0 A.F.F. OVERLAND PARK, KS --NICKEL PLATED BEAD r R� t 'I CURTAIN . 4i' O ' " ttr. 14.1 9 OWN 0 w 3'-0"TYP Is(; �`., £; HANGING DISPLAY FIXTURES. :.: 1.1j:,fJ i< SEE Al 04 FOR MORE No. Date Issued By #.3:?t INFORMATION. 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. ia1 3..of:f;f EASE -; w i i' £' MALL HALLWAY 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212D. 1 LINE 1 6 ;€ 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 16"H. FIXED RAISED PLATFORM 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. LU R-14.1 f;" 5 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. ,f� S ::£ 1 T.O.TUNKER :o : ,Y,•/. .r:: , '>'»s'e>^.< rr�kcx.;3:x:.^r.:a;.r��.,G..;' r x skr:: :::>s33r ri" ,a: ..,e'� :.a. ;:r:r F: ..x:.n. ar..r Yz: 1 4 AF F _ 212 D. 06 10-27-14 ISSUE FOR PERMIT f` .f't t2Pf j• \ iE / €'' 41 07 12-1514 ISSUE FOR BID 212 D. t#x FINISH FLOOR : V. ..Yrr:rr . .r <.r,.%<.,.;<.rr , Mr.::....;;.3:,... ,r f, .!. ::X,.2 '.:n:?.::r.::u.^src:^kY.x;^:rT...:.cc.rf.<:,n;:: ., ...✓:..,:m':.<,w .;..r.:>.,, ........... ari ..:....,.. ..< a.fi . .. ...t.,..<. :..'.I... ;:: », 'aX Xr.'.<'r...,. ;5?I..1.,». i..z,.�.. ,GYY:23x,.b•:".:::>r✓. ._.... �.�..._............._ »/;<s!r,. .....n� 3zri SEE 12" 12" BUNKERS-] 2" MT-1 2"MWK END PANEL WHITE 0 0 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. 4/A200 R-8.1 R-9.2 FEATURE HANDBAGS BUNKERS CONCEALED MWK ACCES MIRROR DOOR R-9.3 HANDBAGS IL BY MWC DOOR TO PE CLOSET FINISHED BY MWC BASE (TYP) FINISHED MT-1 BY MWC. STONE BASE � 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. REFER TO 11/A202 WALL MOUNTED QUADS AT 8" CONVENIENCE DUPLEX OUTLET 4"THK MIRROR w/Y2'MT-1 2"MWK END PANEL CONVENIENCE TILE ST-1 FOR COMPLETE ELEVATION AFF BEHIND MWK CABINET,TYP. BY GC TRIM ALLWGL-3 ALES SIDE FINISHED MT-1 BY MWC. DUPLEX OUTLET BY GC BY MWC INTERIOR ELEVATION 3 Key Plan/Ground Floor SCALE: 3/8"=1'-0" MICHAEL KORS r" " SPACE#G06 IAf 4,523 S.F. DICK'S MWK SOFFIT PANEL GYP BD SOFFIT BY GC. 2"MT-1 FRAME 5 GL-11 WITH 2"MT-1 1/4"THK. MIRROR W/ GL-11 WITH 2"MT-1 1/4"THK. MIRROR W/ r S ORIING FINISHED CEILING FINISHED WL-1 w/Y211 (BEYOND) BY FRAME ALL SIDES BY MT-1 FRAME BY MWC. FRAME ALL SIDES BY MT-1 FRAME BY MWC. J r +l V-0"A.F.F.''\, MT-1 TRIM BY MWC MWC 1�' MWC. MWC. 1� ,." r/n:x.:u. .r.;..r.r:r.r.:+Y+:f/l,%rf?+;f yr..;:l»:..o...L:.:.:r.Y<kk:SZffi:::".. 5.'.G::YYk 3',^.%%r..'./l.�`Y ,k,. n:%5, '.', •�:•^.-t^;.";n '£S#': ((( :•k5 if.. tit: B.O.SOFFIT /e ;f r {;$f3} Yf if'£'f r f t t ,, ftp f• / .� z sz 1€ 3 0 � CV ;ft^',�.. _ Z NORDSwTROM LU Nf::;$; w `n Y +:?LS'^:::h,333`Y.,a:!.'. :..kx 3yw< 't,' r.>:3;:1:✓, ! } .:9.E.'. ,`.`r.'r o:ka;"r, / fi#f..f f.{ :,s f MWK SOFFIT .,.3.: B.O. S F 'w5:r. �. ,11 .1 "4. z.r. :::... r. r. " , .;;. ,.x^mna '.,rEk:..c.;r< aY;<„ ,.�:r/..: 'r :.:....ri..:<:.;X,.rr,.,:.,::.Y"„.,::,ir.":::."::::.,,.r. � y,b „ .. ............. ............. .. .....:�.n:,.,.., 2`O '.n ,...; : 'fit:�n ff,Ay�-: 2'-4" �Q. 0 EQ. 21_411 EQ F :f? l i 0 ' M f`£ W rE' HANGING I v I £ N DISPLAY FIXTURE P-2 P-2 iv `Ji BY MWC. R-14.1? u I Project : C� .i.l. ,/ LIGN ,,..... ..f wU' : w3aHAEL KORS .f ; MIC fs.f' 3'3'a �k ,7. •f S•'•^ II P-2 3"3 3 311'. 3,1 0 �rs” WASHINGTON E P S GTON S UAR SPACE G06 Q I i LIGN R-14.1: ( i` c� 9620 SW WASHINGTON SQ. RD. t ,. W NICKEL PLATED *,/ ,�'` 3 d ` ;,�`` '�r�„y,.. %, I.€ BEAD CURTAIN. ' y � � d r �f1 � TIGARD, 1 OREGON 97223 ”;}, /. Drawing Title :. / �. T.O. BUNKER N N ;z O _ ' . ELEVATIONS A N' t,f;. .. _ _ ALIGN INTERIOR ELEVATI N i f (�I :fs; r ri:. / f T.O. PLATFORM�" ., ..,.........;... ."., ,. 0'- GL-2 GL-2 / 6"AFF /.= wf �Sr:, s 3 MINE a»" s \ .w5s ir.S,X,;L' f 13,22 .„ : ,»,yam ,u MINE, � »' ""»'yi., .._.,, ,x.r - �r.:.3s.lr.., / 3:r^x,.....2.,,. :.r'. 2#{�. 'fir '��>.;Y: :ir/,x 2 't''' r a5a,,d. 3,� >� i%.,.,,y,3.,.F.Yr;4r r ie r�',"V' FINISH FLOOR ,.�.� . . . . �........ -..::.... , r r , : . ,.:....:..:.....,.:<.".:.r:.,:»r. :.,,,,.�._.,., :.... ... . :.::r >. ,. ..... :r ,.,� :. . . .,. :; i,.» w<»»../.....r..:.;.,,.,....:. .. .r ... ». ,,. , .o.a. . .» �,.,,,.... ...»c u;/f...,./... .s..< .,.r,.. 2<.x'.u..✓rx/.<czr;.r ":s5�.5:r.r.:::;r• SEE APPAREL WALL R-9.3 SHOES NON OPERABLE HOE COLLECTION R-9.3 SHOES NON OPERABLE 2" MT-1 BASE (TYP) MIRRORED 12 12 R-8.2 MIRRORED R-9.3 HANDBAGS BUNKERS 1211 q Id 12 R-8.1 3/A200 Project No. 14933 BUNKERS BY MWC BUNKERS BY MWC MT-1 SQUARE TRIM s TOTE WALL TOTE WALL BY MWC Scale: AS NOTED (16 WALL MOUNTED QUADS AT 8" ZWALL MOUNTED QUADS AT 8" THK) WITH 2"PROTRUSION AFF BEHIND MWK CABINET,TYP. MT-1 SQUARE TRIM (16"THK) WITH 2" AFF BEHIND MWK CABINET,TYP. Date: 02-24-15 FROM SURROUNDING PROTRUSION FROM SURROUNDING MIIRROR BY MWC. MIIRROR BY MWC. Drawn By: P.N./S.R. REFER TO 11/A202 Checked By: M.P./G.O. /7— FOR COMPLETE ELEVATION Drawing No. INTERIOR ELEVATION 4- A�200 SCALE: 3/8"=1'-0" MILLWORK NOTE: /vchitect ALL MILLWORK BY MWC. GC TO REFER TO MWC SHOP DRAWINGS FOR ALL MILLWORK DETAILS & DIMENSIONS AND TO COORDINATE ALL MILLWORK RH SWEERS 11 PROPRIETOR MWK SOFFIT PANEL GYP BD SOFFIT INSTALLATION AND ALIGNMENT. ,/� _ 6 MILLWORK LEGEND: RH S V 4�EE RS ARCHITECT FINISHED WL-1 w/Y2' A201 PANEL FINISHED momm HATCH DENOTES MT-1 (POLISHED STAINLESS STEEL) FASCIA/TRIM BY MWC. 3/"PL-1 REVEAL BY MWK SOFFIT BY MWC. WL-1 BY GC. MWK SOFFIT B MT-1 TRIM BY MWC FMWC TYP. P-2 FINISH BY GC. P-2 FINISH BY FINISHED CEILING (TYP.) rhsttiswegrearmcom WK 11 FE-2-1OREGON LICENSE NO.:4014 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE B.O.MWK SOFFIT sr' '. }' ,: , r!^N::t." s?:'i,,:''r ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE Yx rlr. 3':JfGf, :/'y, :'.£ '.'xr`..l "I.% 'i"fii`'.:.%r�TY'}':: �' ��'�` i .:� , i� �.:..<.,.....,....:. ...I <} ��?. DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ttS-O A•F•F• ; ,, i I, ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION J' s OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER ' � { �• �� CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. HANGING ! f i -lp:l / R= 1 DISPLAY FIXTURE . . . ..... . Project Coordinator V V Z,,F BY MWC. . J PL-1 . . %A � . OPENTO F FITTINGROOM << J . .� �'� NICKEL PLATED , ., #n} VESTIBULE L 3; / �r. O.O n BEAD CURTAIN. ' �� % ./ s T W 0 ONE T W 0 T.O. BUNKER ` p , +i ..�I�. , # F 3( 7 1'-4"AFF �\, J 1 ;, . .. � . . ... . . . ~ ,r'v: T.O. PLATFORM ---.-.. 'f< I ; =1 (SIDES.). ' . ,. /�' ~ (S ES) F 45 West 21 st Street, Suite 403 0'-6"AFF f f` York, New York 10010 FINISH FLOOR T 212.904.0432 F 212.904.0433 ........_ ...._.. ..-...m._....,_...... .:,ria rr.>ik l,.. rT"rv;k:f. •.;G'f »r r f n "'.x.R:vki... ,{:y, a0ii2:'s)::"y/ ".xkxc APPAREL WALLI 4" THK.MIRROR w/ 1/2" 6"H MWK NICKEL PLATED 2" MT-1 R-9.3 SHOES MEP Engineer MT-1 TRIM ALL SIDES & PLATFORM BY BEAD CURTAIN BASE (TYP) BACK BYMWC.GL-3 MWC (BEYOND). M-ENGINEERING 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 2 (614)839-4639 FX: (614)839-2222 Lighting HENNESSY DESIGN PO BOX 42162 PORTLAND,OR 97242 INTERIOR ELEVATION (888)358-6368x101 (503)583-8907 SCALE: 3/8"=1'-0° Consultant NEW SIGN: 6.5"H, 0''THK 80"VIDEO FORMAT W/ CHANNEL ST STEEL LETTER MT-1 NEW SIGN:6.5"H, 1Y2'THK CHANNEL 80"VIDEO FORMAT W/ MILLWORK BACK PANEL 6 3"MT-1 FINISH FRAME 5 6 5 Seal LOGO BY SIGNAGE VENDOR ST STEEL LETTER MT-1 LOGO BY 1/2"PL-1 REVEAL BY 3"MT-1 FINISH FRAME FINISHED WD-1 w "MT-1 MWK SOFFIT BY MWC. FINISHED CEILING A201 AROUND SCREEN. I� SIGNAGE VENDOR MWC TYP. ti A201 AROUND SCREEN. IOZ ARCHITECT: RHSWEERSII,PROPRIETOR RHSWEERSARCHITECT. B.O.SOFFIT (TYP.) FRAME BY MWC GL-3 2 P-2 FINISH BY GC. GYP BD SOFFIT BY GC 1 1 -0 A.F.F. E + t „ -'-"-'-""""""""""""""-"' THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY .is�':::7.1'£{;�u•��.37:nT)';��•.:i�i::;E�i:':;:t:�:i�F.•..'9-.35flt:ifv j:tSE�f:.�v4JSi::�£{iRf EQ. EQ. I s3 °r} s3IEF}�j }sx(,{ f x°ry f} sf °s's#t r 3 E( r f s3j i'` RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE 3x{'Err}#, tft� s fr}#( std:(>s }� tf i, rK{g„ 3f; s Y i3i: ''tri ' EQ - EQ. _ B.O.SOFFIT CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. / .' 313E'h� �� +10'-3 1/4•'A.F.F. 4 D #�:"t P-2 roN Q o P-2 L` A 10 �CHAE= L KOf, �( b� , 7 3 r.: .: ... .r:.... .. :::......:. .. r:,:r:....... ...:-3n. .r, �� : ..at,,..: ......... : . . .. B.O.MWK SOFFIT ,Fl » �./ .F. .w„ ..e. J WL-1 r ¢ i ¢ SIDE SIDE r f . . . ,. . .F. . y F MT-1 FRAME € a:< // BY MWC ;€< .# 1"MT-1TS:1.; .� I 9. R-ro:t OVERLAND PARK KS WL-1 WL-1 t R 14 1< f % FRAME .. \ _ .. BY MW IDE SIDE ;; ; -�--' , . ... / r . CONVENIENCE (SIDE) (SIDE) #stfid{i t �' J ✓.. . {. , . . .... z" ... ... . . i a , _ DUPLEX OUTLET `#'<?; , y hf1Qf9 . .,�, OF OO' ll.rfsfrtf �} ,�' J� � � �'' R-1.x:9' � C� MT-1 GL-2 MT-1 P-2 , MT-1 GL-2 MT-1 r P-2 44"AFF BY GC 0 € s`E E: 0 . jib _ ,'. ;%' y O P-2 �e . ......................... .. . . . . . SEE A103 € b // } . . . . I� .. . /. . . . . . . . . . .m y R-14.1 - i. .. . <:i. . . . .... . f WIN ;,, No. By : t, Date Issued s,.}. # > ;', rr t'•xnr 3 „ ` V +"'Y' .i'ff . . . . ."' . . / . . . . . . . i S 3J Yri a.r.. ,.,,G'rra'.'. J - rr , 6 rte;, Alf O / 'h' r. �. �. � . MILLWORK ,z �s � 2 3�' /:E` ��� �. i '.£' r a• , o t •s < .... . . .. .. . _.. .. ... ... . . .. .. . . . . . . .. .. . . . . . . . s. BY .. :.... .... .t ,.. .. , ,.,,,r•,,...,�.. .. ...:: . .,., �`` `' �" 01 10 08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. CABINET .r'te`',,.r ,� r�r` ti,..-`/y ''\� /`''e�,.�'� `',�, .r�,`,'.-\'+.' rf...-°r'».>x�rr. .. r / ..:. 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FINISH FLOOR ;. .:.: :..,:: ,<.:r ....i,.... _s,.<....�:. . .,,..<..<i..:..;..:.........;...E....,..:.....:.,...::.:.,.:.::.,<.�:.rr.: ......`....:.. ..,r.rrr».r:.. r ,. . . ..,,...rra<.:;3.,r..,.. I H<rW.rH s.' r FINISH FLOOR r >.i ... 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. ............ 0'-0” SEE 12" 12" BACKWRAP 3/A201 R-8.1 R-9.3 HANDBAGS BUNKERS-J /4”THK.MIRROR WITH 1/2"-// MIRROR CASHWRAP 1/4"THK.MIRROR WITH 1/2" MIRROR " THK.MIRROR w/ 117' 6"H MWK NICKEL PLATED 2" MT-1 06 10-27-14 ISSUE FOR PERMIT 212 D. rL BY MWC - TRIM ALL SIDES BY MWC. MT-1 TRIM ALL SIDES BY MWC MT-1 TRIM ALL SI & PLATFORM BY BEAD CURTAIN BASE (TYP) WALL MOUNTED QUADS AT 8" GL-3 CONVENIENCE BACK BY MW GL-3 MWC (BEYOND). 07 12-15-14 ISSUE FOR BID 212 D. AFF BEHIND MWK CABINET,TYP. 2 DUPLEX OUTLET BY GC Al 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. 2 REFER TO 12/A202 10\ 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. FOR COMPLETE ELEVATION BACKWRAP ELEVATION 3 INTERIOR ELEVATION 2 SCALE: 3/8"=P-0" SCALE: 3/8"=1'-0" Key Plan/Ground Floor MALL BULKHEAD/CEILING TOMICHAEL KORS REMAIN. <P�", SPACE#G06 REFER TO 12/A202 4,523 S.F. FOR COMPLETE ELEVATION T.O.STOREFRONT DICK'S +l 1'-0"AFF OI7 ....... .... . ............ ....... .......................................... SRORIING ' ++13'-10"A.F.F. GYP. BOARD CEILING. \ SEE A102. 2 WHITE STONE TILE,ST-1,AS 3/4"WD-1 FINISH \ SCHEDULED. 5 1/4"THK GL-3 IRROR (28) EYEWARE DISPLAY 5 3/"WD-1 REVEAL BY REVEAL BY MWC. WITH 2" - FRAME 102 FIXTURES &2' PSS TRIM A201 MWC (TYP.) w \ ALL SIDES BY MWC BY MWC t f :f• _ `�T�J:•�'�•�k. •,t f� :-k 5 .f� :•s: t ..k,... € .r Y.,...,.. :....#.:...,�. ,..n•• ...:•�t s ,.x. :.i�Y;'k:;' b. 3 i ,.fs,s ( i. ...r.. ,,,... ... 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I€ i � Irif = �� w ;} e �� <. t SIN ; • : I f . HANGING DISPLAY FIXTURE.SEE E ;o : .:...... .......... . ..... �� ° € 9620 SW WASHINGTON S 01 x %--a '-- TIGARD OREGON 97223 A104 FOR MORE INFORMATION. - - 0 E B.O..CEILING....... : LEASE LINE # E . !£tlL }; Drawing Title P2 P2 i ` rx{ R 14 1 O ! I w +1 1 0"AFF • � 3 MALL HALLWAY f° } INTERIOR ELEVATIONS , 6tt �1� fr t GYP. BOARD CEILING. \ F1 F1 i SEE A102. 16"H. FIXED RAISED PLATFORM 3/4"PL-1 FINISH REVEAL \\ } j r ' }' �° R-14 1; #j 13 ff ALIGN f 5 BY MWC. T.O. BUNKER - L_ € r 3H, Y E I t. . .w.:'� :, .r;sr: :.r.+.c..y,.>»r ...r .r .nr.:..::r:.:.'..' :.t..,';'i , 1 tf r..a n.. .. / hp.,y :. J{"x,17:7. 'vicz'ur'xYr,, t.^,},£f::3xe >. MWK SOFFIT BY MWC. REFER �1 -4 AFF _ f t;;' "' ,. \ \ N y tr, ,r\. <.\: :<.: \. �.: ,;: »\, r,:<:r ... ,.%/ �,� Project No 14933 TO MWK SHOP DRAWINGS. \ � \ � \ � � \ \ � \ \ \ \ \ \ �'� � \.t`r\, \:.\:\r �' � f w�} tf , iw r € Scale: AS NOTED FINISH FLOOR ffif, tmmm .o- :;,:i:z:::.:.v...,::.r::.,,:;t: s.• , ;:t;r. .i:f::... 'r :rfr. i,. .... ,;yr.:.. ..:r:...:ry, nr:;K:oar.- :. � .. ..r.•;`w;t:. .,:. •. �.,.. 3;.;::i,.i.':.�:: r r'n:`:;i-.n»;:t nj,+:':.. �,,,:.,�.';,. �; ;;� iiitri'ti .r,;;.0 � ::rr;;::x<xr"� :ts ;'Gr {;;c: 12" 12" SEE Date: 02-24-15 \ CONVENIENCE R-9.3 HANDBAGS BUNKERS 2"MWK END PANEL 2" MT-1 EYEWEAR R-9.2 FEATURE HANDBAGS BUNKERS WALL MOUNTED R-8.1 2/A201 Drawn By: P.N./S.R. WHITE STONE BASE TILE ST-1 DUPLEX OUTLET BY GC BY MWC FINISHED MT-1 BY MWC. BASE (TYP) BY MWC QUADS AT 8"AFF \\ 2"MWK END BEHIND MWK Checked By: M.P./G.O. PANEL FINISHED CABINET,TYP. MT-1 BY MWC. Drawing No. MILLWORK SOFFIT DETAIL 6 INTERIOR ELEVATION 4 A�201 SCALE: 3"=1'-0" SCALE: 3/8"=1'-0" FOOT LOCKER, INC. 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DESCRIPTION DATE 7114 .41111 CP I I 13 I I / 13 n / I 1 ---1-----1 --rYP.L--�- -- / >F. I , I I I i III �_-$-� -- _ - - -_ 1 1 I 1 I � 11 F-r-� I I ---r��-fig 11 I 1O 1 / tj FI 1 =31_JI I ----1----J-----L----1� --- 1-----L----1----J-----L----1-----17 I j-1-----1-----L----JI %r -�-7 E_==-�__- - - - 7 1 11 - - 11 1 - 1 --J. I 1 1 Oj 1 DEMOLITION REFLECTED CEILING PLAN SCALE: 3/16" = 1'-O" TENANT'S GENERAL CONTRACTOR SHALL- 1. PRIOR TO COMMENCING ANY WORK CONFIRM WITH THE LANDLORD THAT THE SPACE IS THE DESIGNATED SPACE AS SHOWN IN THE DRAWINGS. REPORT ANY DISCREPANCIES TO THE PROJECT CONSTRUCTION MANAGER- 2. CONFIRM LOCATION OF ALL LEASE LINES WITH LANDLORD REPRESENTATIVE PRIOR TO DEMO. DATE: 01/15/16 3. COORDINATE WORK AND SCHEDULE WITH THE LANDLORD OR DESIGNATED AGENT. SCALE: AS NOTED 4. PROTECT ALL AREAS NOT INCLUDED IN THE WORK ANY DAMAGE THAT OCCURS AS A RESULT OF THE WORK SHALL BE REPAIRED TO A LIKE NEW CONDITION a G.C. EXPENSE (SEE GROSS AREA: 6,586 SQ. FF. SPECIFICATION), 5. NOTIFY THE TENANT PROJECT CONSTRUCTION MANAGER AT ONCE OF ANY UNFORESEEN HAZARD OF ANY KIND BEFORE DEMOLITION IS COMPLETE. THE REMOVAL AND/OR HANDLING OF CH SALES AREA: 3,216 SQ. FF. HAZARDOUS MATERIALS (E.G. - A.C.M.) IS NOT PART OF THIS WORK IF ANY DISTURBANCE OF HAZARDOUS MATERIAL IS ANTICIPATED BY THIS WORK, AUTHORITIES MUST BE NOTIFIED 8 AZ SALES AREA: 1 ,200 SQ. Ff. PRESCRIBED PROCEDURES MUST BE FOLLOWED. 6. NOT PERFORM ANY ALTERATION'S TO THE EXISTING STRUCTURAL MEMBERS, UNLESS SPECIFICALLY NOTED AND APPROVED BY LANDLOD. e 12 PROJECT # : 150554 1. NOTE THAT ALL CONDITIONS AND DIMENSIONS SHOWN ARE FOR REFERENCE ONLY AND MUST BE FIELD VERIFIED AT THE SITE. UPON COMPLETION OF DEMOLITION, ALL CONDITIONS AND DRAWN BY: CA DIMENSIONS ARE TO BE CHECKED FOR VARIANCES. REPORT ANY DISCREPANCIES IMMEDIATELY TO THE TENANT PROJECT CONSTRUCTION MANAGER. ANY UNNOTED EXISTING CONDITIONS WHICH MAY CONFLICT WITH THE PROPOSED NEW WORK AND MAY REQUIRE MODIFICATION, RELOCATION AND OR REMOVAL SHALL BE IDENTIFIED AND REPORTED TO THE TENANTS PROJECT MANAGER AT ONCE S. REFER TO ARCHITECTURAL AND M.E.P. DRAWINGS FOR SCOPE OF NEW WORK AND TO CONFIRM TERMINATION AND/OR REMOVAL OF EXISTING FIXTURES, DEVICES AND SERVICES. U 9. NOTE THAT ANY MODIFICATION TO EXISTING SPRINKLER SYSTEM MUST BE APPROVED BY LOCAL FIRE MARSHALL AND COORDINATED WITH LANDLORD'S REPRESENTATIVE. lID. EVALUATE THE EXISTING TOILET ROOM (CONFIGURATION AND FIXTURES) TO DETERMINE THE LIMIT OF SERVICEABLE ELEMENTS. TOILET ROOM AND PLUMBING FIXTURES MUST MEET ALL APPLICABLE CODES (SEE SHEET AI3) AND THE FIXTURES MUST BE IN GOOD CONDITION. COORDINATE W/TENANT PROJECT CONSTRUCTION MANAGER PRIOR TO ANY DEMO. 0 �� IL COORDINATE WITH ANY LANDLORD VENDOR OR CONTRACTOR TO DETERMINE THE EXTENT OF WORK FOR ROOFING, PLUMBING, FIRE-PROTECTION, SMOKE EXHAUST, ETC ANY INFORMATION V-0 3/4' SHOWN IS TO BE VERIFIED IN FIELD. RETURN 12. MAINTAIN AND/OR REPAIR ALL FIRE RATED ASSEMBLIES AND SEPARATIONS (WALL, FLOOR, CEILING, OR BETWEEN ADJACENT SPACES ETC.) TO MAINTAIN REQUIRED FIRE RATING AS REQUIRED 62'-5 3/4' BY ANY CODE OR REGULATION. PROVIDE AND/OR MAINTAIN FIRE STOPPING AS REQ'D BY CODE- SHOUN STRAIGHT FOR CLARIFICATION 13. REPAIR ANY DAMAGE THAT OCCURS DURING DEMOLITION TO ANY ASSEMBLY SCHEDULED TO REMAIN. DEMOLITION NOTES 20 BARRICADE ELEVATION PROJECT TITLE OVERIFY PRIOR TO STARTING ANY WORK, ALL LEASE LINE O EX'G CEILING 4 CEILING FIXTURES, ETC. IN BOTH TOILET WASHINGTON SQUARE LOCATIONS WITH LANDLORDS REPRESENTATIVE. NOTIFY PROJECT CONSTRUCTION MANAGER OF ANY DISCREPANCIES. ROOMS TO BE REMOVED- SEE A6.0 FOR NEW SCOPE OF 9585 SW WASHINGTON WORK NOTICE TO GENERAL CONTRACTOR: 20 EXISTING STOREFRONT CEILING FIXTURES, DOWNLIGHTS, AND 4 EX'G LIGHT AND CEILING FAN TO BE REMOVED IN THEIR SQ. RD. , TIGARD, OR TRACK LIGHTS IN BOTH STORES TO BE REMOVED. REFER TO O ENTIRETY IN BOTH TOILET ROOMS. DO NOT REMOVE DURING DEMOLITION ANY OF ELECTRICAL SHEETS FOR MORE INFO. THE FOLLOWING SYSTEMS UNLESS 97223 OEXISTING STOREFRONT ENTRY AND DISPLAY SOFFITS IN BOTH o REMOVE EX'G CEILING, ANY LIGHTING FIXTURES IN SPECIFICALLY DIRECTED IN THE SPACE # D1 1 STORES TO BE REMOVED. SEE A2.0 FOR NEW WORK CHAMPS FITTING ROOM 4 VESTIBULE. SEE A6.0 FOR CONSTRUCTION DRAWINGS TO DO 50. INTERIOR WALL OR OREMOVE ALL EX'G ACT 4 CEILING GRID CEILING TILES, LIGHT MORE INFO. SYSTEMS INCLUDE: DEMISING WALL TO 15031 FIXTURES, CEILING FIXTURES, SECURITY DEVICES, EMERGENCY EX'G STRIP LIGHTING SHOWN AS DASHED TO BE REMAIN. STORE NO. DEVICES AND SOUND SYSTEMS IN BOTH SPACES UNLESS REMOVED. SEE A6.0 FOR NEW SCOPE OF WORK. I. FIRE ALARM OTHERWISE NOTED. REFER TO A6.0 FOR NEW SCOPE OF DEMISING WALL 5UFR5LAR ALARM WORK z GC TO COORDINATE INSTALLATION OF BARRICADE 3. CLOSED GIRGUIT TV (CCTV) (CMU) IN REMAIN. WITH MALL MANAGEMENT. 4. AUDIO /VIDEO OEXISTING SPRINKLER SYSTEM TO REMAIN. G.G. TO REFER TO 5_ LOSS PREVENTION SYSTEM SHEET TITLE SUB CONTRACTOR DWGS FOR NEW WORK AS REQUIRED. 3 EX'G STRIP LIGHTING IN CHAMPS STOCK AREA O REFER TO MECHANICAL DRAWINGS FOR NEW SCOPE OF WORK. SHOWN AS SOLID TO BE RELOCATED AND (0. CUSTOMER COUNTERS OR CAMERAS — — _- - - - - - - - - INTERIOR WALL, REINSTALLED. SEE A6.0 FOR MORE INFO. DEMOLITION DEMISING WALL OR O EXISTING EXIT AND EMERGENCY LIGHTS TO BE IF THERE IS NO SPECIFIC DIRECTION WITHIN OTHER IDM TO BE t7 T REMOVED THROUGHOUT. ALL NEW EMERGENCY LIGHTS THE DRAWINGS ON A PARTICULAR SYSTEM RCP TO BE INSTALLED. SEE A6.0 FOR MORE INFO. WITHIN THE SPADE, CONTACT THE PROJECT CONSTRUCTION MANAGER FOR DIRECTIONS. SHEET NO. D200 DEMOLITION KEY NOTES LANDLORD NOTES LEGEND CH TYRONE PROTO RELEASE 9.3- 11/20151 5'-3"HOLD Architect 70 10 7 EQ 2'-8° EQ RH SWEERS II PROPRIETOR , ADA BENCH TO BE SUPPLIED RC IMAGE I RH SWEERS ARCHITECT BY MWC AND INSTALLED BY JACKIE ••• ....... GC.GC TO PROVIDE FIRE I RATED BLOCKING TO SUPPORT ms(�swcemalch.com . BENCH AS REQUIRED TO WALL _ / jj = OREGO LICENSE NO 4014 �r:s`r.�{�a.�✓t '�x�.�,2. .' . $a .�' £Y � � I 3 .. I ... E0 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE / ! ° J £"'•"'•"•»� �` DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ❑❑❑ I € J J ❑ : J ` I ' ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER x I CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. :111FP :1 ❑❑ 1111E I I o _ 2'-0° '. "' Project Coordinator ( _ � 7 -]D _ o f 9, 20A co 8 ,cj iy,SY.i,�:lr:::,r,'Si:, ;.l...H,. ::<:h;c ;:,/;n, ,! ,i ` \ 'S{G1 ` .. , :. ......... .. ...... rn ..'......'.. ..........� ;":u»,ti'n;!an:'y yr r..s::::.ms I..•. CURTAIN AND ROD BY OWNER' i b f I... ..... GC TO PROVIDE BLOCKING AT ; jos`'€ TOP AND SIDES OF JAMBS co o TWO ONE TWO POLISHED STEEL HANGRAIL '% . 6"Wx''THK WOOD JAMB (P-2 SUPPLIED BY MWC AND 102 H.C. 1;T.'RM; FINISH) AROUND OPENING, BY 45 West 21st Street, Suite 403 INSTALLED BY GC. BLOCKING \ i / % Architect RH SWEERS II PROPRIETOR RH SWEERS ARCHITECT GC TO PROVIDE A 2"THK RED PAINT LINE AT 18" GC TO PROVIDE A 2"THK RED PAINT LINE AT 18" BELOW BOTTOM OF SPRINKLER HEADS WITH THE BELOW BOTTOM OF SPRINKLER HEADS WITH THE FOLLOWING NOTE IN A 4"H BLOCK LETTERING: FOLLOWING NOTE IN A 4"H BLOCK LETTERING: i�1s,@.,,4wpersarch.com "DO NOT STOCK ABOVE THIS LINE". GC TO "DO NOT STOCK ABOVE THIS LINE". GC TO COORDINATE LOCATION OF LINE WITH SPRINKLER COORDINATE LOCATION OF LINE WITH SPRINKLER OREGON LICENSE NO.:4014 VENDOR VENDOR B.O. DECK B.O. DECK ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE a . ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE 2T-8 5/8" 271-$5/8" DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE v ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. P-3 Project Coordinator P-3 P-3 1DO NOT STOCK ABOVE THIS LINE] P-3 DO NC) STOCK ABO E �H:S LINET W 0 O N E T W 0 45 West 21 st Street, Suite 403 New York, New York 10010 TOP OF WALL F -F - - -1 F - - T - - -1 F_ _r - -Ir - - T - - _F - - - - - -F _T_ - -1 F_ -F - -1 F - - — — — — — — — — — — IF — — — — — — — — — —I r — — — — — — — — — - — — — — — — — — — -� T 212.904.0432 F 212.904.0433 I I I I T.O.WALLJ,_ I I T.O.WALL J, I I I I I II I II I I II I I I " I II I I II I 1 " I t I I I I 9-6 AFF(VIF) ........9-6��AFF(VIF) I I I II II I I II I I II I I II I I I I I I I I I I I I I I I I I I I I I I 1 1 I MEP Engineer I I I I I II I II I I I I II I I I II I I II I P-3 , „ I , „ I M-ENGINEERING I I I 1 1 I I I I I I I I I I I wait I I I I I 1 1 I 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 ......... ......2.....2...................2.2... I I I I P-3 P-3 (614)839-4639 FX:(614)839-2222 I I I I I I I I I I I I �, I I I I I I I I I I I I I I I I I I I \ �""',""•�'w' I I I I I I I I i�, I I I I I I I I I I I I I I I I I I I I I I I I I I Lighting I I I I I II I II I I I II I I I II I I II I HENNESSY DESIGN I i I I i I I i I I i I I i 1 1 i I I I I i I I I I PO BOX 42162 PORTLAND,OR 97242 I I I II II I I II I I II I I II I /� P-3 --� I I I I I I I I I I I I I I I I I I I I I I I I I I '° -- (888)358-6368x101 (503)583-8907 I I I I I Consultant I I I II II I I II I I II I I II I I [I n I I CID II CID II C � D I I CID II CID I µ I II I I II I T T T T T T I I I I I II I II I I I I II I I � � `•. I II I I II I ; I I I I I II I II I I I I II I I � I II I I II I �' F3 B2 I I I I I II I I I I I I I II I I F3 B2 F3 62 j I I I I F3 62 I II F3 B2 I I I I I I I I I , I I I I I I I / I I I I I I I Seal - . ..FINISH FLOOR FINISH FLOOR ARCHITECT: RH SWEERS II,PROPRIETOR RH SWEERS ARCHITECT. `�_. . • - -FINISH 2222.. 2222.. t0'-0"AFF t0'-0"AFFT THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY WATER COOLER 0'-0"HEIGHT SHELVING EXIT DOOR TO 10'-0" HEIGHT SHELVING RESTROOM WATER COOLER RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE CABINETS BY SHELVING MALL SERVICE CABINETS BY SHELVING DOOR CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. VENDOR,TYP. REFER TO CORRIDOR VENDOR,TYP SHELVING PLANS FOR ALL INFO DAR 2 y �C- f� 0 • OVER D PAR OF Ogti STOCKROOM ELEVATION 3 STOCKROOM ELEVATION SCALE: 3/8"= V-0" SCALE: 3/8"= V-0" No. Date Issued By 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. GC TO PROVIDE A 2"THK RED PAINT LINE AT 18" GC TO PROVIDE A 2"THK RED PAINT LINE AT 18" BELOW BOTTOM OF SPRINKLER HEADS WITH THE BELOW BOTTOM OF SPRINKLER HEADS WITH THE 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. FOLLOWING NOTE IN A 4"H BLOCK LETTERING: FOLLOWING NOTE IN A 4"H BLOCK LETTERING: 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. "DO NOT STOCK ABOVE THIS LINE".GC TO "DO NOT STOCK ABOVE THIS LINE".GC TO COORDINATE LOCATION OF LINE WITH SPRINKLER COORDINATE LOCATION OF LINE WITH SPRINKLER 06 10-27-14 ISSUE FOR PERMIT 212 D. VENDOR VENDOR 07 12-15-14 ISSUE FORBID 212 D. B.O. DECK DECK A 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. • ���� 2T-8.5%8"•• 27-8 5/8 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. P-3 P-3 P-3 P-3 Key Plan/Ground Floor MICHAEL KORS .................................................................................................. ................................................................................................................................... SPACE#G06 O NOT SMOCK ABOVE THIS LlNEI I!DO NOT STOCKABOVE THIS 1 INE � 4,523 S.F. _... _2222... ... ......... .................._.......................................................................................................; mlmmmmmh DICK'S SPORTING TOP OF - - � WALL - - T - - -i- - - T — — - - — — — — T - - T - - � r - - T - - � r — — T - - T — - - - - T — — T - - F_ - - T - - -I - - - - I I I I I I I I I I I I I I I I I T.O.WALL T.O.WALL I I I I I I 9'-6"AFF(VIF) r......ti:::::•::::......�: ::` 9'-6"AFF(VIF) � - I P-3 I I I I I I I I I I I I I I P-3 I I I I I I P-3 I ; i f P-3 P-3 NORDSTROM ;€ 226-2 I I I I I I I II I II I I I I II I I �-- t A ii I •, I I I I I I I I I I I I I I I I I I I :•--•--..�._-. ::m�:....:m.::....:.::. I I I I I K....:.........s j I � I I I II II I I II I (- - --- - - T - -f- - I -.._.._....._....... .- N i' I •. I I I I I I I I I I I I I I I I I I I } I � � I I r ©© l ;' I I I `' /, I I I I I I I I I I I I I I I I I I I I ` I I I v ©© ' I I ;z I I `• Project MICHAEL KORS r WASHINGTON SQUARE SPACE # G06 MICROWAVE 1 ' o o .._ o 0 0 0 0 1 I f CTD I CTD I I CTD II CTD II CTD I I CTD II CTD I .� 9620 SW WASHINGTON SQ. RD. • I I i� I I I I I I I I I I I I _-...-222.2. I �........�.: � :2222-...._..� •� I r I l I ; '... I I I I I I I 2222 s.W_..._...._. � �................._._.,.' I� ,I I�; I •"I'•.. I -REF TIGARD, OREGON 97223 I I I I I I I ! II :• • Drawing Title ..........._..__._..._._......a_ti,._.._; F3 B2 I I �� I I I I I I I I I I I I I F3 B2 I I I I I I F3 B2 I I z I I I � I � I •, I ;� F3 62 ;I; STOCKROOM INTERIOR - - - - - -- - - - - - - - - - -- - - -- - - -- - - - - - - -- - - - - FINISH FLOOR L' - - ;I_- -fINISHFLOOR ................................................._� .. to;_o;,•AFF ,. t0;_�rl AFF$ E L EVAT I 0 N S DOOR TO AKRO DOOR TO 10'-0' HEIGHT SHELVING EXISTING ELECTRICAL SERVER CABINET. AKRO BREAK DESK.SEE LOCKERS SALES AREA CABINET MGRS CABINETS BY SHELVING EQUIPMENT. REFER TO SEE 3/A204 FOR CABINET 2/A203 FOR OFFICE VENDOR,TYP ELECTRICAL DWGS MORE INFO. MORE INFO FOR MORE Project No. 14933 INFORMATION. Scale: AS NOTED Date: 02-24-15 Drawn By: P.N./S.R. Checked By: M.P./G.O. Drawing No. STOCKROOM ELEVATION 4 STOCKROOM ELEVATION 2A�205 SCALE: 3/8"= V-0" SCALE: 3/8"= 1'-0" SUPPLIED BY INSTALLED BY STONE OWNER GC Architect THINSET:MAPEI ULTRAFLEX LFT GC GC RH S3 EERS I I PROPRIETOR WHITE POWDER COAT METAL STOREFRONT VENDOR STOREFRONT VENDOR RH -(,_')WEERS ARCHITECT AND BACKING B.O. MALL CEILING GLASS STOREFRONT VENDOR STOREFRONT VENDOR +17'-6"AFFT DURATRANS MILLWORKER GC EX EX EX rhsCasv,eErsarch.com POLISHED STAINLESS STEEL LEDGE STOREFRONT VENDOR STOREFRONT VENDOR OREGON LICENSE NO.:4014 GATE N/A N/A EXISTING MALL GYP. BD. SIGN 12"H, 1 'THK FACE LIT MT-1 FINISH RETURNS.TRANSLUCENT WHITE XISTING MALL BULKHEAD &SOFFIT TO ACRYLIC FACES PROTRUDING Y4" BEYOND EDGE OF RETURN.STUD GYP. BD. BULKHEAD ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE VITRINES N/A N/A REMAIN, N.I.C. OF MOUNTED FLUSH TO FACADE BY SIGNAGE VENDOR UNDER SEPARATE &SOFFIT TO ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE PERMIT.VENDOR TO SUBMIT SHOP DRAWINGS FOR L.L.APPROVAL. ST-1 DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ..r REMAIN, N.I.C. ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION STOREFRONT FRAMING &BLOCKING GC GC 3Y"H MT-1 FINISHED ENTRY SIGN CONTROLLED BY CLOCK TIMER SET AS PER MALL REQUIREMENTS OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PRIMARY SIGNAGE SIGNAGE VENDOR SIGNAGE VENDOR METAL CAP BY B.O. MALL BULKHEAD CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. STOREFRONT VENDOR. — — ..._.+14'-7"AFF BLADESIGN SIGNAGE VENDOR SIGNAGE VENDOR EX EX EX T.O. STORE Project Coordinator AFF(VIF)FRONT 13'-10" T ] INK WINDOW VINYL/PSS LOGO SIGNAGE VENDOR SIGNAGE VENDOR WHITE CHANNEL FLOOR LOGO (IF APPLICABLE) N/A N/AREVEAL BY STOREFRONT 1 3Y"H MT-1 FINISHED BEAD CURTAIN OWNER GC VENDOR. 1 1' la' METAL CAP BY GLASS DOORS STOREFRONT VENDOR STOREFRONT VENDOR LEASE LINE STOREFRONT VENDOR. — WHITE STONE TILE ST-1 DOOR HANDLES MILLWORKER GC IYI F(MINIMUM GROUT FOR "`r., :.,,: , _ T W 0 O N E T W 0 N A N/A ALL HORIZONTAL SEAMS, ST 1n a. ST 1RECESSED COCOA MAT W/LOGO / n<" ST-1BUTT JOINTED, NO GROUT < ' < LEGEND: N/A=NOT APPLICABLE FOR ALL VERTICAL LO45 West 21st Street, Suite 403 SEAMS).THINSET AND ? B.O. MT-1 EYEBROW CEMENT BACKER BOARD i - York, New York 10010 New STOREFRONT RESP. SCHEDULE I '; 1 2 T 212.904.0432 F 212.904,0433 BY GC,TYP. :ii :.; X: \ I' . . . . 3 NON-ILLUMINA ED i . .(. . EQ. . . . < Q. ; . . . . . E I EQ. / : EQ.` EQ. EQ'.' 1 '.' y' 3Ya"EYEBROW FRAME II. . . _ . i;. . : t ,.., ;i r ,,, BLADE SIGN BYT SCALE: N.T.S. `'. ; MEP En ineer WITH MT-1 FINISH ALL . , ��` s . . . . ; . . SIGNAGE 9 f ;i . . . . . r ..�, �, SIDES BY STOREFRONT �� rr , . ;.. ...,+. i rr `.. 3 i. . . .. . ..; y! >>.,'-.,� '` .. VENDOR. M-ENGINEERING • ALL DIMENSIONS & CONDITIONS TO BE VERIFIED IN FIELD PRIOR TO ; STOREFRONT SYSTEM FABRICATION & INSTALLATION. VENDOR ; I '., I "�:,<'.'. is ., . . �. I 1 ' / .�..: ''?`.�, . ' ,. ti. i I + .:' ,.", ''•, 1 . . . . . � .' l i; F. �:% �. . . ��., OOKSEDGE BLVD.WESTERVILLE,OH 43081 750 BR 614 839-4639 FX: 614 839-2222 • STOREFRONT SYSTEM PROVIDED & INSTALLED BY STOREFRONT VENDOR. i �\ 1/2"CLEAR TEMPERED �— ' jj3 i i . REFER TO NATIONAL METAL& GLASS INC.SHOP DRAWINGS FOR ALL GLASS BY STOREFRONT f i ,` ; 'ii i ? ;€ j it ' ' ' ' ' '� EASE LINE Lighting STOREFRONT SYSTEM DETAILS. € ;�.` i ` 1 ' g 9 VENDOR.SEE STOREFRONT �.� � �;.,;,�"' •-�:. , � •,� �, "�� �i WHITE STONE TILE SHOP DRAWINGS. # ` 4:" t I ' .; , ;-�� _ HENNESSY DESIGN ' ' ST-1 (MINIMUM • GC & NATIONAL GLASS TO COORDINATE AND PROVIDE ALL REQUIRED - �x '` s " .! `€ .` ', ' . :• i �� .. , ,.w : :: ;, ! s f r i I. �r PO BOX 42162 PORTLAND OR 97242 r •, ,-... GROUT FOR ALL ...... .............. :'..: ' , .:• I ....,✓ 2 ............... ! dam. .....F •. ,.�...-. ..............,. .'t. SUSPENDED FIXTURE, _ .. , " , � : . ,_- -,.._._____...,..:...:...:_.:...,.,._...._.....----�:...::_......,- --•--....._......,...._�--.:..�.�_.._................'---'-----;:::::::-�:::;........_,.:_..,..:._;___,�,._....-_:::....:...:...,...._.,. ,. METAL STUD SUPPORT AND BLOCKING FOR STOREFRONT SYSTEM AND � , ;.•. . .. : � i ;rk<; .;; � s iE �•'"�^'�`i.'3' ! � � j i 3 ;; �.. .. ...... ....... �... ..... ,..-..... ...._. ..,.-..._...._...._..-...:��... -..._ -.-......,.•...,........_.... .... G ? ] ' _ t:i.i�.� " xi - �. r ;� , 3 . " ,. \ I iI Ii �� -"` HORIZONTAL 888 358-6368x101 503 583-8907 INTERIOR DISPLAY WINDOW SUSPENDED SHELVING AND GYP BOARD CHARM LO O, I : r < { , , E € .., .i . . . . . . jj ) ) MANNEQUINS AND BEAD . . } ';j ' t :� �r / ! / I.' SEAMS, BUTT SOFFITS. \ s ; , r `\ ii f L , , '•" / i 1 �' JOINTED O CURTAIN BEYOND GLASS r..,. .. w ,... Consultant ASS • GC & NATIONAL GLASS TO ENSURE STOREFRONT FRAMING DESIGN, ` ' 1 `"` ' GROUT FOR ALL ADJACENT TENANT j / i i I '_, ' VERTICAL SEAMS). SUPPORT AND INTEGRITY IS ADEQUATE AS PER CODE , MALL i�/ i � ' t r ) REQUIREMENTS AND FIELD CONDITIONS. STOREFRONT, N.I.C. ;'' ' ' , ff r 4 `I f I r 5 THINSET AND „ r ! r. ;i t } I r' 3 \ 3 1 ?! s t ! 3i a : , .,,... .._. ..................................................................................,........................................:......................................... ......................:...........:...:........... .........:...:............_..... ,' CEMENT BACKER • STOREFRONT VENDOR & GC ARE RESPONSIBLE TO DETERMINE ALL i \ € �•+ : BOARD BY GC, REQUIRED STUDS,STUD BOX BEAMS-POST SIZES AND GAUGES FOR ENTIRE { i #: / P' s TY . Seal STOREFRONT SYSTEM AREA. I I {. % . / ,��. _ ..;:� R;1J1'? f 9 � � y __ro �, g �y ® 4 - ARCHITECT: RH SWEERS II,PROPRIETOR RH SWEERS ARCHITECT. • s `:• i !EQ•r a` " . . • " E THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY GC AND STOREFRONT VENDOR TO VERIFY IN FIELD ALL EXISTING 3 9 " 3' 9'' Q ". i ♦ ! �J RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE BUILDING STRUCTURE AND MALL BULKHEAD CONDITIONS AND TO ; ! -. ` . . . . :: \, tL CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. ^'•. i E.. / REFER & REVIEW MALL'S TENANT CRITERIA TO COORDINATE WITH ' ` ` ----- -'- -- - -' '- "' .••...,,,,.._T O.PLATFORM LANDLORD ALL REQUIRED AND ALLOWED MEANS AND METHODS __._ ^^.......� � _~ �~` ST-1 +1 -4 AFF !�� N OF MT-2 w,'," N OF MT-2 OFATTACHEMENT/BRACING OF NEW STOREFRONT FRAMING SYSTEM TO GLASS GLASS C7� EXISTING BUILDING STRUCTURE. ,• , ` Air FINISH FLOOR • GC TO COORDINATE WITH STOREFRONT VENDOR AND STOREFRONT ±0'-0"AFF SHOP DRAWINGS PRIOR TO FRAMING STOREFRONT BULKHEAD. GC TO MT-2: PANEL POWDER 6"H 4"Hx1/2"THICK SILVER VINYL 8'-0"W X 10'-0"H CLEAR TEMPERED MT-2: PANEL POWDER 6"H 4"Hx1/2"THICK SILVER VINYL DURATRANS IMAGE FIXTURE R-1 1.2 ST-1 TILE NOTIFY ARCHITECT AND CLIENT OF ANY DISCREPANCIES CONFLICTS COAT WHITE METAL STONE LOGO LETTERS SURFACE MOUNTED GLASS ENTRANCE PIVOT DOUBLE COAT WHITE METAL STONE LOGO LETTERS SURFACE MOUNTED BY MWC. REFER TO MWK SHOP START POINT. • FOUND PRIOR TO PROCEEDING. FINISH (RAL#9003). BY TILE,ST-1, TO GLASS WITH SILVER VINYL DOORS WITH MT-1 TOP/BOTTOM FINISH (RAL #9003). BY TILE,ST-1, TO GLASS WITH SILVER VINYL DRAWINGS FOR ALL DETAILS. ��OVERLAND PARK, ©, STOREFRONT VENDOR BASE REVERSE READ ON INTERIOR SIDE RAIL BY STOREFRONT VENDOR STOREFRONT VENDOR BASE REVERSE READ ON INTERIOR SIDE • ALL SIGNAGE BY MK SIGNAGE VENDOR UNDER SEPARATE SIGNAGE BY SIGNAGE VENDOR.VENDOR AND CUSTOM DOOR HANDLES BY SIGNAGE VENDOR.VENDOR PERMIT APPLICATION. REFER TO SIGNAGE SHOP DRAWINGS FOR ALL TO SUBMIT SHOP DRAWINGS TO LL FINISHED WD-1 BY MWC. TO SUBMIT SHOP DRAWINGS TO LL O SIGNAGE DETAILS.SIGNAGE VENDOR TO SUBMIT SHOP DRAWINGS FOR FOR APPROVAL PRIOR TO FOR APPROVAL PRIOR TO LANDLORD APPROVAL.ALL SIGNAGE TO BE CONTROLLED BY TIME FABRICATION FABRICATION CLOCK AS PER MALL REQUIREMENTS. FINISH LEGEND: • ALL INFORMATION IS FOR REFERENCE ONLY. REFER TO STOREFRONT 1 2 1 • [EX] - EXISTING MALL BULKHEAD &SOFFIT TO REMAIN. No. Date Issued By SHOP DRAWINGS AND MILLWORK VENDOR SHOP DRAWINGS FOR ALL 30 30 30 • [MT-1] -8'STAINLESS STEEL CLADDING WITH POLISHED #8 FINISH BY STOREFRONT VENDOR 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. DETAILS, INFORMATION,INSTALLATION AND NOTES. . • fIMT-21 _8'ALUMINUM WITH WHITE POWDER COAT FINISH TO MATCH RAL #9003 BY STOREFRONT VENDOR ST-1] -WHITE STONE TILE (BUTT JOINTS) W/CEMENT BACKER BOARD W/THINSET BY GC. 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. • [P.S.S.] -DENOTES POLISHED STAINLESS STEEL FINISH BY STOREFRONT VENDOR. 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. STOREFRONT NOTES 4 STOREFRONT ELEVATION 1 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. 06 10-27-14 ISSUE FOR PERMIT 212 D. SCALE: N.T.S. SCALE: 11/2"=V-0" 07 12-15-14 ISSUE FOR BID 212 D. 1 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. A\ 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. CEMENT BACKER BOARD ` WITH THINSET BY GC. r 01 01 HANGING DISPLAY 2"THK FINISHED MWK END 2"THK FINISHED MWK END PANEL BY MWC. [ o I FIXTURE r BUTT JOINTED, NO LEASE LINE PANEL BY MWC. o I EXISTING STRUCTURAL NICKEL PLATED BEAD CURTAIN NICKEL PLATED BEAD CURTAIN D LEASE LINE GROUT FOR ALL SALES AREA o COLUMN TO REMAIN, VIF. HANGING DISPLAY SEE 3/A301 FOR TRACK DETAIL. SEE 3/A301 FOR TRACK DETAIL. VERTICAL SEAMS-TYP. Y'`` y Ian/Group Floor ,`<::•.':, ,`.;\,,,:,� ' r` :/� 1'-11 FIXTURE 3s„ 7 70„HO 3., d 7- g 1'-0" 8- LD 1'-0" 7- 1'-11" D PE CLOSET ° ° NICKEL PLATED Ke P MINIMUM GROUT FOR ALL o I BEAD CURTAIN SEE w 9: F MICHAEL KORS HORIZONTAL SEAMS-TYP. 10 — OR TRACK 4"MT-1 FINISH END PANEL BY STOREFRONT VENDOR HANGIN Y 5" rn D o I DETAIIL F KPS SPACE#G06 DISPLA LINE TEXTURED STONE TILE ST-1, COLUMN TO REMAIN, IF 23 S.F. b8" 7' S" 1' 0" 4" 4" 1' 0" FIXTURES 7' 5" -+ EXfSTING STRUCTURAL o I I ® 45 .,.. \ / C N, V ° I %z'CLEAR -.'% NOMINAL SIZE 23 X23 X 3" ! 16"H MILLWORK LINE OF SOFFIT LINE OF SOFFIT ABOVE LINE OF 16"H MILLWORK o s a a EXISTING DEMISING WALL TO REMAIN. "` o o I TEMPERED GLASS DCK3 TO BE INSTALLED IN STACK "' — -- PLATFORM BY MWC ABOVE SOFFIT ABOVE PLATFORM BY MWC -- N GC TO PATCH AND REPAIR AS ACC BY STOREFRONT5 ORIING BOND PATTERN HORIZONTAL r / REQUIRED. o _ ° VENDOR. LINE TEXTURE DIRECTION) 1 _ _ _ _ _ _ _ _ _ — — — _ _ _ w CLEAR TEMPERED GLASS SIDELITES BY STOREFRONT VENDOR "� _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — HSS6X4Xa STEE 2 0 ` OVER CEMENT BACKER HSS6X4Xa STEEL POST BY G.C.SEE POST BY G.C. EE o BOARD &THINSET BY GC. o P-2 0 S100 FOR ALL INFORMATION I i - I I S100 FOR ALL ONLY HORIZONTAL GROUT "` �O �O %j AND VERTICAL BUTT HSS4X4X'STEEL POST BY G.C.SEE I i -- - - _ _ _ e- (MIN) I I INFORMATION 1' 6" 1 1 1 I LINER M(1 FINISH a �R-9.4 7.5X3=22.5LF� - 'uuwc`_g "�=per £� R-9.4 7.5X3=22.5LF� o HOLD I EYEBROW ABOVE k _. __. JOINTS. S 100 FOR ALL INFORMATION L _ _ _ _ _ _ _ _ _ _ _ _ _ _ L - - _ - - - - - t MITERALL STONE ^ — °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°.°° ° ;� ;n 000000000000000000000000 0000°°°00000000000000000 00000000000000000000000000000000000000000000000000 ° NORDSmTROM 2 3 Y4'THK MIRROR w/.Y'MT-1 I i„ CORNERS AT 450 - P-2 72"Q MK CHARM 'v ` f` 00 a THK MIRROR BY � FINISHED FRAME BY GC. MWC 140 GL-3 -9.5 1 1X3=33LF� P-2 bo ::: \ ST-1 I I � ;� `O � 2 � _ 16"H MILLWORK N DETAIL AT STONE CORNER (TYP.) ss "k< _ _ — L — — —I `r ''. o HSS6X4Xa STEEL POST BY o I PLATFORM BY 5 3/4'WHITE CHANNEL REVEAL M+y / G.C.SEE S100 FOR ALL ° I I MWC Project SCALE: N.T.S. BY STOREFRONT VENDOR »Mf N I I / �\ , 10'-10" 1'-0' INFORMATION 2 MICHAEL KORS (2)3625162-54 W/362T I EQ. 6'-0" EQ. �� �� WASHINGTON SQUARE, SPACE # G06 — — — — — — _ _ _ — — — — _ _ \LN R-1 1.2 V G.C.S STEEL POST A G.C.SEE S100 FOR ALL 9620 SW WASHINGTON SQ. RD. _ _ _ _ _ _ _ I INFORMATION p„n� i„ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EQ � � 5'-11s EQ ST-1 STOREFRONT %2'CLEAR TEMPERED 16"H MILLWORK "" TIGARD, OREGON 97223 ST-1 MALL WALKWAY REVEAL MAX ! GLASS 8a, GLASS BY SV. 9'-6" 10'-0"HOLD 13'-2" PLATFORM BY MWC 9'-1" Drawing Title WHITE FILLER I i %"TEMPERED ADJACENT TENANT 1,-0a' PIECE AT END rALIG GLASS SIDELITE STOREFRONT, N.I.C. VIF 42'-51'VIF STOREFRONT PLAN OF FRAMING 11 01 op WHITE POWDER TO CONCEAL '`>_' <'>><<:W :< :<; '" COAT PANEL 72"0 SUSPENDED CHARM 8'-0"W X 10'-0"H CLEAR TEMPERED GLASS ENTRANCE LEASE LINE OF MT-1 FINISH Y"CLEAR TEMPERED DURATRANS IMAGE FIXTURE R-11.2 BY ELEVATION, & DETAILS FRAMING ;r LOGO (MT-1 FINISH) BY PIVOT DOUBLE DOORS WITH MT-1 TOP/BOTTOM RAIL LINE EYEBROW (ABOVE) GLASS BY STOREFRONT MALL WALKWAY MWC. REFER TO MWK SHOP DRAWINGS MT-1 uµ, i MT-2 SIGNAGE VENDOR.SEEFOR ALL BY STOREFRONT VENDOR AND CUSTOM DOOR VENDOR. Ll "t} 2/A200. HANDLES FINISHED WD-1 BY MWC. DETAILS MILLWORK .X > 14933 DRAWER FACE h 6"HIGH STONE MT-1 y { I ° TILE RECESSED ScaletNo. AS NOTED 1 1/2"FROM 1 2 1 Date: 02-24-15 POWDER COAT 30 30 30 y� y' P.N./S.R. 2"HIGH > ..fk < w PR\`�S Drawn B . RECESSED KICK 4 FtNISHED MT-1 Checked By: M.P./G.O. Drawing No. TYPICAL AXON DETAIL AT ENTRANCE 6 STOREFRONT PLAN 2 A� 300 SCALE: 1 1/2"=V-0" SCALE: 1/2"=V-0" —I Architect RH SWEERS II PROPRIETOR r w RH SWE'ERS ARCHITECT �1O'-6 AFFCEILING 1" O O -� METAL, SIGN 12"H, l� THK FACE LIT MT-1 FINISH RETURNS.TRANSLUCENT WHITE ACRYLIC FACES I rhS[r)swe3rsarch.com LASER CUT PROTRUDING%4' BEYOND EDGE OF RETURN.STUD MOUNTED FLUSH TO FACADE BY 16' 16INSERT SIGNAGE VENDOR UNDER SEPARATE PERMIT.VENDOR TO SUBMIT SHOP DRAWINGS FOR I I OREGON LICENSE NO.:4014 EXISTING MALL GYP. BD. BULKHEAD &SOFFIT TO 7 L.L.APPROVAL.SIGN CONTROLLED BY CLOCK TIMER SET AS PER MALL REQUIREMENTS i EX REMAIN, N.I.C. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE rL EX I I ORIGNAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE OF ST-1 DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION GL SS7 I I OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER B.O. MALL BULKHEAD I CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. _KO +14'-7"AFF— — — _ EX II EX I Project Coordinator T.O. STOREFRONT 1 +13'-10"AFF(VIF) S LT1_6 8 8 16 8 3%4'H MT-1 FINISHED 11 ld' METAL CAP BY STOREFRONT VENDOR. MT-1 N Yy , A y TWO ON E TWO CHANNEL >, 5<a� E�1_1 >:> I LOI 45 West 21st Street, Suite 403 2 B.O.MT-1 EYEBROW New York, New York 1 1 ............ ............. ...... e o e o 000 +10'-0"AFF ' ( i T 212.904.0432 F 212,904.0433 METAL, . . . LASER CUT Q. MEP Engineer INSERT 3%4'EYEBROW FRAME WITH MT-1 FINISH ALL ` . " SIDES BY STOREFRONT VENDOR � . . . . .•.• . . � . . ,, . M ENGINEERING • 1 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 . . . . . . . . . _ 1 (614)839-4639 FX: (614)839-2222 ST-1 EI ;i I�—LEASE LINE Lighting .• 9 9 BEAD, . . . . �• . .: WHITE STONE TILE CURTAIN ;, ESSY DESIGN _.,.._......._.:.... _..... __a....., _... I- R ALL PO BOX 2,62 PORTLAND,OR 97242 ST 1 (MINIMUM - GROUT FOR' _ i HORIZONTAL (888)358-6368x101 (503)583-8907 STONE TILE ST-1 (MINIMUM GROUT FOR ALL . . HORIZONTAL SEAMS, BUTT JOINTED, NO I• ;`. SEAMS, BUTT GROUT FOR ALL VERTICAL SEAMS).THINSET 1 ST-1 JOINTED, NO Consultant AND CEMENT BACKER BOARD BY GC,TYP. ,�,`^, �� ,• ..�i ; .,.,��, GROUT FOR ALL � �. �. . `` 3i VERTICAL SEAMS). SUSPENDED FIXTURE AND BEAD CURTAIN HINSET AND s .........:1?.................................... (BEHIND GLASS) :......:...:...:..........................:...:...:...: mu CEMENT BACKER BOARD BY GC, MT-1 1/2"CLEAR TEMPERED GLASS BY TYP. Seal CHANNEL STOREFRONT VENDOR. ���� v, ARCHITECT: RH SWEERS 11,PROPRIETOR RH SWEERS ARCHITECT. LEASE LINE EQ ` v THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY METAL, f. , . 3' 9 . . . . EQ . . RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE LASER CUT T.O. PLATFORM CONDITION R ANY DOCUMENTS W O NOT BEAR MY SEAL. _...._._._ _...�....._F_.�......,, _..............__..___._._._ ...._........, ,..._..... .__ S O WHICH D _ _...__m_.._. __.... DAR INSERT +1'-4"AFF OF MT-2 1T GLASS BEAD FINISH FLOOR .................................... CURTAIN t0'-0"AFFAL r ST-1 TILE START POINT. MT-2: PANEL POWDER 6"H L4"Hx1/2"THICK SILVER VINYL COAT WHITE METAL STONE LOGO LETTERS SURFACE MOUNTED w w FINISH (RAL#9003). BY TILE,ST-1, TO GLASS WITH SILVER VINYL O z o J OVERLAND PARK. KS STOREFRONT VENDOR BASE REVERSE READ ON INTERIOR SIDE 0 BY SIGNAGE VENDOR.VENDOR TO SUBMIT SHOP DRAWINGS TO LL r (�R FOR APPROVAL PRIOR TO �Ol' v Y� FABRICATION FINISH LEGEND: 2 • [EX] - EXISTING MALL BULKHEAD & SOFFIT TO REMAIN. No. Date Issued By 30 • [MT-1] -8'STAINLESS STEEL CLADDING WITH POLISHED #8 FINISH BY STOREFRONT VENDOR 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. • MT-2] -e ALUMINUM WITH WHITE POWDER COAT FINISH TO MATCH RAL #9003 BY STOREFRONT VENDOR 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212D. • f ST-1] -WHITE STONE TILE (BUTT JOINTS) W/CEMENT BACKER BOARD W/THINSET BY GC. • [P.S.S.] -DENOTES POLISHED STAINLESS STEEL FINISH BY STOREFRONT VENDOR. 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. NOT USED 4 BEAD CURTAIN SPACER DETAIL 3 STOREFRONT ELEVATION 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. SCALE: 1"=1'-0" SCALE: N.T.S. SCALE: 1/2"=1'-0" 06 10 27-14 ISSUE FOR PERMIT 212 D. 07 12-15-14 ISSUE FOR BID 212 D. 2 1 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. U CONCEALED MWK ACCESS DOOR TO DISPLAY HSS6X4X4 STEEL POST BY G.C. L U AREA FINISHED %"THK MIRROR w/%"MT-1 TOP & SEES 100 FOR ALL INFORMATION Q BOTTOM TRIM AT STOREFRONT SIDE BY MWC. GL-3 , Y x 0 ST-1 NICKEL PLATED BEAD CURTAIN SEE 3/A301 Key Plan/Ground Floor PE CLOSET FOR TRACK DETAIL 15'-1�" t MICHAEL KORS a : # `€ N :3 °" ' SPACE#G06 1 ^`"� d ' 1 1'-3'" 2'-0" 1'-10" ` w ® 4,523 S.F. DURATRANS IMAGE FIXTURE R-11.2 ''$ SPORTING BY MWC. REFER DRAWINGS FOR ROMWK LL DETAIL 1 3' Y'� — EXISTING DEMISING WALL I ( � � �: TO REMAIN.GC TO PATCH I 2 I P-2 AND REPAIR AS REQUIRED. f MICHAEL [f�� i C A L 1 ACC ACC — — — LEASE LINE > ...... °� . �G.. Y :.}. > 2 { �'1^ - _ NORDSTROM { �" r .... : i :�� _ _y �.4•A >/ y I �,� •'6• - � F 0000000000000000000000000000000000000000 00 O 000000000000000000000000 O 00000000 00000000000000 D000000000000000000000000......000.o000000000000000000 j o 0 0 4' �'` \ W CHANNEL P WHITE �] - REVEAL BY STOREFRONT ! w t.: 7 .. . VENDOR r J 1< r :a R-9.5 H 33 L F ' N Af, .y t I <� I T �`' r' 1'-83:, ^why' S -1 10 ' � ... ,�^,•...:.yea k m� 1 ,ter \ � 3 3 . % .,� P �koi»tc c k' ux:,49zF.�n,4G.r r. "..a �� I f :w :.w� � f, '£`Sn� a 10' �LEIf I I 2 Project f S. ti S 4 �. - P-2 ., (2)3625162-54 W/362T 125 54 STEEL POST BY G.C.SEE 5100 O (2)362S162-54 W/362T 125-54 Lics MICHAEL K R FOR ALL INFORMATION STEEL POST BY G.C.SEE S100 WASHINGTON SQUARE SPACE # G06 FOR ALL INFORMATION , "... 9620 SW WASHINGTON SQ. RD. p:z p�z Olz 2 M - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - — � '::` : v'i9% ST-1 '"' f TIGARD OREGON 97223 LEASE HANGING OF 16"H MILLWORK %"CLEAR TEMPERED /4 THK MIRROR w/y2 Drawing Title LINE MT-1 FRAME BACK DISPLAY GLASS PLATFORM BY MWC GLASS BY STOREFRONT % " I.' g LINE OF MT-1 FINISH EYEBROW PANEL BY GC. FIXTURE VENDOR. (ABOVE) ' '``'" STOREFRONT PLAN 93' GL-3 14'-31" 93" ;u xv MALL WALKWAY a z `: ELEVATION, COMPLETE S.F. 15'-11"VIF ELEVATION, & DETAILS %3 Project No. 14933 ADJACENT TENANT Scale: AS NOTED 2y STOREFRONT, N.I.C. 2 <>' Data: 02-24-15 30 Drawn By: P.N./S.R. Checked By: M.P./G.O. Drawing No. COMPLETE STOREFRONT ELEVATION 5 STOREFRONT PLAN 2A- 301 SCALE: 3/16"=1'-0" SCALE: 1/2"=V-0" Architect RH SWEERS 11 PROPRIETOR RH ,SW'C'-ERS ARCHITECT NOTE: REFER TO STRUCTURAL DRAWINGS NOTE: REFER TO STRUCTURAL DRAWINGS 0,s(cDs-,vear&arch.com FOR ALL DETAILS AND INFORMATION,TYP. FOR ALL DETAILS AND INFORMATION,TYP. OREGON LICENSE NO.:4014 2 2 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION 2 2 OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. Project Coordinator W. _L CEILING B.O. MAL B.O. MALL CEILING ,,k AFF(VIF) -6' ±17' n"? T W 0 0 N E T W 0 EXISTING MALL CEILING TO REMAIN. EXISTING MALL CEILING TO REMAIN. 45 West 21 st Street, Suite 403 New York, New York 10010 T 212.904.0432 F 212.904.0433 MEP Engineer M-ENGINEERING 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 (614)839-4639 FX: (614)839-2222 Lighting B.C. BULKHEAD J� B.O. BUILKHI��p J, HENNESSY DESIGN M, ................... ....... . ...... ...... 1 -7"AFF(VIF) 'f PO BOX 42162 PORTLAND,OR 97242 4' —EXISTING MALL BULKHEAD TO REMAIN. EXISTING MALL BULKHEAD TO REMAIN. ±14'_tWPr(VIF) 'f 362162 48"O.C. 362162 48" O.C. (888)358-6368xl 0 1 (503)583-8907 2--83j'VIF DIAGONAL BRACES 01 24"X 24"WHITE STONE TILEFST-11 DIAGONAL BRACES 24"X 24"WHITE STONE TILEFST-11 18GA.SIDE CLIP.SEE S-200— R T.O.STOR.E_FRg!�_T .k 18GA.SIDE CLIP.SEE S-200 T.O. STO!3fF!3.pNTJ, Consultant ±13'-10"AFF VIF 0 ±13'-10"AFF(VIF) + + + + + 3Y4"H MT-1 FINISHED METAL CAP BY + + + + 3Y4"H MT-I FINISHED METAL CAP BY + J + - - - - - - + + +++ +++ + - - - - - - - - --- - - - - :ml - - - - - - - - - -- - - - - - STOREFRONT VENDOR. J DIAGONAL BRACING.SEE S-1 01 ri DIAGONAL BRACING.SEE S-1 01 \........................................... ...... ..................... T.O. STEEL k 10- T.O. STEEL..PJE� pt ... ....... .................... pl� il&-5 1/4"AFF (VIF� ±13-5 1/4"AFF(VIK HSSl 4X4Xq;ATTACH EA.STUD TO STEEL BEAM;SEE S-101 HSSl 4X4X2;ATTACH EA.STUD TO STEEL BEAM;SEE S-1 01 8 8 Seal 3 X3 HSS 1 00g;ATTACH EA.STUD HSS14X4 ;ATTACH EA.STUD 362162-43 @ 16"O.C. 8 362162-43 @ 16"O.C. ARCHITECT: RH SWEERS 11,PROPRIETOR RH SWEERS ARCHITECT. TO STEEL BEAM;SEE S-10 1 TO STEEL BEAM;SEE S-1 01 THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE I U - - - - - -- - - - - - - - - - - - - - -- - - - - - - - + + + + + + + ++ + + + 24"X 24"STONE TILE ST-1 (MINIMUM _r + + + + + ++ + + + + 24"X 24"STONE TILE ST-1 (MINIMUM 4 + + + + GROUT FOR ALL HORIZONTAL SEAMS, BUTT GROUT FOR ALL HORIZONTAL SEAMS, BUTT D JOINTED, NO GROUT FOR ALL VERTICAL JOINTED, NO GROUT FOR ALL VERTICAL % SEAMS).THINSET AND CEMENT BACKER SEAMS).THINSET AND CEMENT BACKER BOARD BY GC,TYP. BOARD BY GC,TYP. C? SIGN 12"HI 1-1"THK FACELIT MT-1 FINISH 2 B.O. CEILING x LETTER LOGO PIN MT'D TO STONE B.O. CEILING FACADE BY SIGNAGE VENDOR UNDER + + + + + + + + + + CONT.362TI 25-43;SEE S200 GYP. BOARD CEILING &SOFFIT + V SEPARATE PERMIT.VENDOR TO SUBMIT GYP. BOARD CEILING &SOFFIT.— OVERLAND PARK. + + 5" 1/4"THICK STEEL HANGING PLATE - - - - - - - - - - - - - - - - - SHOP DRAWINGS FOR L.L.APPROVAL. 1/4"THICK STEEL HANGING PLATE SUPPORT& HANG BOLTS BY MWC. + F + SIGN CONTROLLED BY CLOCK TIMER SUPPORT& HANG BOLTS BY MWC. IT + + + - - - - - - - - - - - - - - Z - _ _ _ _ _ 0 + +++�i- - - - - - - - - - - SET AS PER MALL REQUIREMENTS + I14W+ � + + OF 0 IMP - 1 :1 - - - - - - - - - - -- - B.O. MT-1 FINISH EYE�B!�Q)N Ak ,k B.O.SOFFIT 0 .. B.O. SOFFIT 00 B.O. MT-1 FINISH EYEBRPW .k + +10'-0"AFF Date Issued By No. YFALUM. CHANNEL REVEAL BY 00 0 WHITE GYP. BOARD SOFFIT 0 3"' EYEBROW FRAME WITH MT-I FINISH STOREFRONT VENDOR FMT-2 3"'EYEBROW FRAME WITH MT-I FINISH 5" 31" 7" 6' : ;r 4 0 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. MT-2 FINISHED SOFFIT BY ALL SIDES BY STOREFRONT VENDOR 0 ALL SIDES BY STOREFRONT VENDOR 0 STOREFRONT VENDOR 0 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212D. CEILING POCKET W/NICKEL PLATED A , Y�'CHANNEL REVEAL BY STOREFRONT go GYP BOARD CEILING POCKET AND MT-1 FINISH DOOR FRAME 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. TRACK LIGHTING.SEE RCP "TU"SEE 3/A301 DETAIL BEAD CURTAIN & LED LIGHT FIXTURE VENDOR '0 0 GC TO PROVIDE ALL REQUIRED 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. MT-2 FINISHED SOFFIT BY STOREFRONT 0 0 SUPPORT FOR SUSPENDED CHARM VENDOR 0 LOGO. REFER TO SIGNAGE SHOP DWGS 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. 0 FOR ALL DETAILS AND REQUIREMENTS. 06 10-27-14 ISSUE FOR PERMIT 212 D. 0 LEASE LINE 0 31"0 MT-1 PIPE,SCHDULE 40, FULL 2 07 12-15-14 ISSUE FOR BID 212 D. 0 0 PENETRATION, WELDED AT TOP TO A 0 8'-O"W X 10'-O"H CLEAR TEMPERED 0 50"LONG CHANNEL C6X8.2 THAT 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. 0 Al GLASS ENTRANCE PIVOT DOUBLE LINE OF METAL SUPPORT FRAME 0 SPANS ACROSS 4 JOISTS MIN AND /f2\ 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. DOORS WITH MT-I TOP/BOTTOM RAIL FASTENS WITH 0.145"HILTI PAF'S TO THE 0 BY STOREFRONT VENDOR AND 0 LIGHT GAUGE FRAMING. GC TO 0 CUSTOM DOOR HANDLES FINISHED 0 PROVIDE AND COORDINATE ALL 0 WD-1 BY MWC. 0 REQUIRED METAL STUD SUPPORT AND 0 Z" NON COMBUSTIBLE BLOCKING FOR 0 0 0 CHARM LOGO SIGN AT CEILING. GC 0 0 TO REFER AND COORDINATE WITH 0 HANGING DISPLAY FIXTURES 1/2"CLEAR TEMPERED GLASS BY HANGING DISPLAY FIXTURE 0 0 Key Plan/Ground Floor (BEYOND) STOREFRONT VENDOR (BEYOND) 0 SHOP DRAWING AS REQUIRED.SEE 0 2/A200. 0 MICHAEL KORS ......... ... ............................ .................... LEASE LINE 0 72"0 CHARM LOGO SUSPENDED FROM 0 SPACE#G06 0 0 CEILING BY SIGNAGE VENDOR (330# 4,523 S.F. 0 MAX). REFER TO SIGN SHOP 0 DRAWINGS FOR ALL DETAILS.GC TO SPORTING 0 It k 0 PROVIDE ADEQUATE SUPPORT AS REQUIRED. 1/2"CLEAR TEMPERED GLASS BY 0 0 0 STOREFRONT VENDOR 0 0 0 LEASE LINE 0 MALL WALKWAY NORDSMOM SALES AREA SALES AREA MALL �WAY 0 0 (BEYOND) 0 (BEYOND) 0 11 0 F 0 0 r 0 0 0 0 0 0 0 0 Project 0 10-611 5110 4" 16"MILLWORK DISPLAY PLATFORM BY 0 L__U MICHAEL KORS MWC. FINISH: HIGH GLOSS WHITE log 0 WASHINGTON SQUARE, SPACE # G06 LINE OF GLASS RETURN (BEYOND) 0 MT-2 METAL CLADDING (WHITE 0 00 r2 0 MT-2 METAL CLADDING (WHITE POWDER POWDER COAT FINISH, RAL #9003) 9620 SW WASHINGTON SQ. RD. 16"H MILLWORK DISPLAY PLATFORM AND 0 3, ON 'F.T. PLYWOOD. REFER TO 0 COAT FINISH, RAL #9003) ON 2"F.T. OVERSIZED BUNKER TOP (BY MWC). GC TO 0 - - - - - - TIGARD, OREGON 97223 4 0 PLYWOOD. REFER TO STOREFRONT SHOP 0 MT-2 FINISH END PANEL BY S.V. CUT TO FIT. FINISH: HIGH GLOSS WHITE t. C? 0 0 T.O. MILLWORK PLATFORMIk 0 % DRAWINGS 0 Drawing Title I T.O. MILLWORK PLATFg!3 ........................... - ----- ...... ----------- STOREFRONT SECTIONS 1'4'AFF T 1'4"AFF 'r HIGH GLOSS WHITE 6" STONE TILE ST-1 BASE 6"POLISHED STAINLESS STEEL AND BASE BY MWK FmT-2] LAMINATE DRAWER FACE Pmject No. 14933 BOTTOM RAIL NEW TRANSITION STRIP NEW FLOOR TILE, F-1 10 FiT-11 10 EXISTING MALL FLOOR NEW FLOOR TILE, F-1 EXISTING MALL FLOOR Scale: AS NOTED 04 FINISH FLOOR OL IX FINISH FLOOR Date: 02-24-15 .......... ±0'-0"AFF Y 1% �_C'C-TO PROVID'E STUD FRAMING�� Drawn By: P.N./S.R. NEW FLOORING TILE, F-1 EXISTING MALL FLOORING TILE SUPPORT FOR PLATFORM TOP. Checked By: M.P./G.O. DraWng No. :R:E%R=T R RE=RTR OTE. To S UCTL - FC To S UCT EFOR ALL=D OTE.LL D=eTAILSAND I I ETAILS AND IN [�FO:ERA S yp- QT STOREFRONT SECTION STOREFRONT SECTION A� 302 SCALE: I..= I'_o SCALE: 1"= I.-o Architect RH SWEERS 11 PROPRIETOR R H Z43)WEERS ARCHITECT NOTE: REFER TO STRUCTURAL DRAWINGS NOTE: REFER TO STRUCTURAL DRAWINGS r:1s,'-.Tkweersarch.com FOR ALL DETAILS AND INFORMATION,TYP. FOR ALL DETAILS AND INFORMATION,TYP. OREGON LICENSE NO.:4014 2 2 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE 2 ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. 2 Project Coordinator "zz-ym ............... -mg ............. .................................... CEILING ,k B.O. MALL CEI,�!Nq .k oo ±1 T-6"AF F(VFF)-9'- 1 T-6"AF F(VI F) Y EXISTING MALL CEILING TO REMAIN. EXISTING MALL CEILING TO REMAIN. T W 0 0 IN E T W 0 I='Mul 45 West 21 st Street, S u ite 40 3 New York, New York 100 10 T 212.904.0432 F 212.904.0433 CONT.362S 162-43 MEP Engineer AT MID SPAN —ENGINEERING M 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 -4639 FX: (614)839-2222 (614)839 �1� 115:-,-L 1*` ...... Lighting 362162-43 AT 49'O.C. DIAGONAL 362162 48' O.C. HENNESSY DESIGN B.O. Bp� B.O. BLILK".E��p ,k BRACES DIAGONAL BRACES ....... ......... ...........� I .-_--1 ±14'-7"AFF (VIF) ±14'-7"AFF(VIF) 'f PO BOX 42162 PORTLAND,OR 97242 EXISTING MALL BULKHEAD TO REMAIN. EXISTING MALL BULKHEAD TO REMAIN. 2'-82"VIF 24"X 24"WHITE STONE TILEM (888)358-6368x101 (503)583-8907 2'-82' VIF 18GA.SIDE CLIP.SEE S-200 4 MIN. (3) #10 SCREWS TYP. EA. M: —- - - - - - - consultant T.O..,.STOREFR9,NT k ..... ...... T.0. STOBff_RgNT J, .......... ...... ... .................. AFF (VIF) '17 �%— — — — — — — — — 11 —9 _:�� —0-0-. — - — — — — — — — — — — — — — ±1 3-10"AFF(VIF) + W, + + 3Y�'H MT-1 FINISHED METAL CAP BY 18GA SLIDE CLIP ATTACH W/ (3) + + + +\ + + + 3Y4"H MT-I FINISHED METAL CAP BY STOREFRONT VENDOR. + + + k + - #10 SCREWS EA. LEG L-L Alf 30 IA— T 1�� i 1 ., 11-1 , J L) PARTIAL HEIGHT BOXED POST (2) 362S1 62-54 W/) T...O..STEEIL BEAM 4 362T1 25-54 TOP & BOT. 2 DIAGONAL BRACING. 13'-5 1/4 DIAGONAL BRACING SEE PLA 24"X 24"WHITE STONE TILE T-1 MINIMUM GROUT FOR SEE S-101 HSS14X4X! ATTACH EA.STUD TO STEEL BEAM;SEE S-101 ATTACH TO EA.STUD W/ (2) #10 ALL HORIZONTAL SEAMS, BUTT JOINTED,NO GROUT FOR 1 8; Seal HSS I 4X4Xg;ATTACH SCREWS ALL VERTICAL SEAMS).THINSET AND CEMENT BACKER EA.STUD TO STEEL 362162-43 @ 16"O.C. ARCHITECT: RH SWEERS 11,PROPRIETOR RH SWEERS ARCHITECT. RQ Q RY Q T P THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY BEAM;SEE S-1 01 RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE ATTACH EA.STUD TO STL BM.W/ (2) I _U1 2 CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. U - - -- - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - -- + #12 SCREWS AT SIDE AND TOP TYP. ++ + + + + + -- — — — — — — — — R + + + + + + — — — — — — — - 1, 2 -- — — — — — 24"X 24"WHITE STONE TILE ST-1 + + N— — — — — — - - B.O.ACT CEILING D AR 362S 162-43,15, 16"O.C. (MINIMUM GROUT FOR ALL S 2 HORIZONTAL SEAMS, BUTT JOINTED, ACT CEILING AS SCHEDULED SIGN 12"H, I THK FACE LIT MT-1 FINISH RETURNS. NO GROUT FOR ALL VERTICAL 362S 162-43 BRACES AT 48"O.0 TRANSLUCENT WHITE ACRYLIC FACES PROTRUDING)/�' SEAMS).THINSET AND CEMENT BEYOND EDGE OF RETURN.STUD MOUNTED FLUSH TO BACKER BOARD BY GC,TYP. 0 2 FACADE BY SIGNAGE VENDOR UNDER SEPARATE PERMIT. j, B.O. CEILING Cy.0 — — — — — — — — — — — - — - — — - +++ + + + + + + + + + + + + + + + VENDOR TO SUBMIT SHOP DRAWINGS FOR L.L. + + + + + + + + + + LEASE LINE — -- — — — — — — — — — - — — — — — — — — — — — — -- — — — APPROVAL.SIGN CONTROLLED BY CLOCK TIMER SET AS OVERLAND PARK. KS GYP. BOARD CEILING &SOFFIT LO 114"THICK STEEL HANGING PLATE SUPPORT& PER MALL REQUIREMENTS 1/4"THICK STEEL HANGING PLATE SUPPORT& HANG BOLTS BY MWC. HANG BOLTS BY MWC. 5" III T . + + + + OF 0 + m 0 + + + + T in _.. - - - 0 - - - - - - - B 0.SOFFIT ZL P.(?._SOFFIT - B.O. MT-1 EYEq!3pW .k ...... +10'-0"AFF 'r T +lo-&"Arr .......... +10'-0"AFF 'f Date Issued By CEILING POCKET W1 NICKEL PLATED No. 0 V-1 V. EYEBROW FRAME WITH MT-1 FINISH O—r 0 BEAD CURTAIN & LED LIGHT FIXTURE 4 11 7" 6" 3"' EYEBROW FRAME WITH MT-I FINISH GYP. BOARD SOFFIT 75'000 7' 6 3' 0 4 ALL SIDES BY STOREFRONT VENDOR 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. "TU"SEE 3/A301 DETAIL ALL SIDES BY STOREFRONT VENDOR 0 0 0 0 CEILING POCKET W/ NICKEL PLATED 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212D. 0 GYP BOARD CEILING POCKET AND 11 11 0 1; 11 GYP BOARD CEILING POCKET AND 0 0 GYP. BOARD SOFFIT BEAD CURTAIN & LED LIGHT FIXTURE TRACK LIGHTING.SEE RCP 0 TRACK LIGHTING.SEE RCP 0 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. "TU"SEE 3/A301 DETAIL 0 0 0 04 10-20-14 ISSUE FOR PRELIMINARY ILL REVIEW 212 D. 0 0 0 0 0 0 0 0 H, 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. 0 0 0 06 10-27-14 ISSUE FOR PERMIT 212 D. 0 0 0 0 0 07 12-15-14 ISSUE FORBID 212 D. 0 0 0 0 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. 0 0 0 0 V LINE OF METAL SUPPORT FRAME 0 LINE OF METAL SUPPORT FRAME U k 0 0 /6X 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. 0 0 0 0 NICKEL PLATED BEAD CURTAIN SEE 0 0 3/A301 FOR TRACK DETAIL. 0 1/2"CLEAR TEMPERED GLASS 0 0 0 0 0 BY STOREFRONT VENDOR 0 0 0 0 0 0 0 0 0 0 0 HANGING DISPLAY FIXTURE 1/2"CLEAR TEMPERED GLASS HANGING DISPLAY FIXTURE 0 AL GN 0 Key Plan/Ground Floor 0 BY STOREFRONT VENDOR 0 0 0 0 [Jim 0 LEASE LINE JCP�n.y MICHAEL KORS 0 SPACE#G06 0 0 LEASE LINE 0 0 0 4,523 S.F. 0 0 ,Y�'THK MIRROR wIY2"MT-1 TRIM ALL AROUND AT STOREFRONT SIDE BY 0 D&S 0 SPORTING 0 GC.[GL-3 0 /00. 0 0 0 0 0 0 0 0 PE CLOSET] 0 0 MALL WALKWAY] SALES AREA MALL W�AY 04 (BEYOND) 0 (BEYOND) 0 0 0 0 0 0 0 0 GYP. BID. FINISHED P-3 BY GC. 0 0 0 0 0 NORD 0 0 'ALIGN .0 0 0 0 0 % 4, 0 0 ..0 V-1 11"HOLD 0 0 4 0 0 0 ; N(@ 16"H MILLWORK DISPLAY 0 0 0 0 PLATFORM AND OVERSIZED 0 0 0 Project 0 BUNKER TOP (BY MWC).GC TO 1 1-11 a"HOLD 0 0 5" V-6" 0 4 '5" 1'-6" 0 CUT TO FIT. FINISH: HIGH 0 01 -q 0 q 0 MICHAEL KORS 0 (BEYOND) -1 119 GLOSS WHITE 0 (BEYOND) 0 04 0 WASHINGTON SQUARE, SPACE # G06 0 LINE OF GLASS FRAME (BEYOND) MT-2 METAL CLADDING (WHITE 10 MT-2 METAL CLADDING (WHITE 0 2 0 r2 0 0 POWDER COAT FINISH, RAL #9003) POWDER COAT FINISH, RAL #9003) 9620 SW WASHINGTON SQ. RD. �0 30 16"H MILLWORK DISPLAY PLATFORM AND 0 116,yo 0 3, LINE OF GLASS FRAME (BEYOND) 0 ON 3"F.T. PLYWOOD. REFER TO OVERSIZED BUNKER TOP (BY MWC).GC TO TIGARD, OREGON 97223 0 — — — — — — ON 'FIT. PLYWOOD. REFER TO 0 0 TOREFRONT SHOP DRAWINGS STOREFRONT SHOP DRAWINGS 0 S CUT TO FIT. FINISH: HIGH GLOSS WHITE 0 Drawing Title 1 0 0 0 0 0 0 0 A. T.O. MILLWORK PL?�TEPE�M ,,k T.O. MILLWORK P�&TEQRM ,,k %........ STOREFRONT SECTION 1'-4"AFF 'r CONTI 362T150-68 W/ 114"0 x 1 5/8"EMBED HILT[ HIGH GLOSS WHITE KWIK HUS EZ AT 16"O.C. 4 6" STONE TILE ST-1 BASE 2 AND BASE BY MWK Project No. 14933 6" STONE TILE ST-1 BASE LAMINATE DRAWER FACE EXISTING MALL FLOOR NEW FLOOR TILE, F-1 Scale: AS NOTED NEW FLOOR TILE, F-2 10 EXISTING MALL FLOOR 04 FINISH FLOOR F I'NISH FLOOR Date: 02-24-15 ±01-01.-KNF+ GC TO PR ±0'-O"AFF Drawn By: OVIDE STUD 2 GC TO PROVIDE STUD FRAMIN P.N./S.R. FRAMING SUPPORT FOR SUPPORT FOR PLATFORM TOP. 2 Checked By: M.P. G.O. PLATFORM TOP. Drawing No. �R T U TE. RLE F E R To S:CTL TE :REFER TR L O:RA :DETAILS AND IN 0 -LL To S UCTL F EO EIFO REA D E:TA I L�:SA N D:I h E S S yp- QTYP. QT STOREFRONT SECTION STOREFRONT SECTION A� 303 SCALE: I.,= 1'_o SCALE: 1 1'-0" Y. Architect ,./.a/. ya'r f :.�; ,%�,' '��. 'rr,,.,yr'ara�3'?�r32r:;z;,:+....�,. ,:•»,?::,+ ',�`.�::;:f: ..,.».♦ ,.� ,.,f",,,� ;»y,,�'» :`i;�, `y`•'Fhf�3:i°x3... +:-:�n::i♦t, Y» :<.»�;``,ris`.<Yt� +r,.^ ..2Ec'. ti lr v.+`rkr )`.y.YP�,n.,n > »�y{.:: #f »:L.♦[.;:'h`f:. y, .�...:n, �1 -': I RH SWEERS II PROPRIETOR .a.<. �.,.#r' ,,6y' �+� r '�.» h ,c.z<zra:tc#t';;kiY ';t;,z..;;++. •2.:".♦::K>^:kz::i ''r�.x ..'' t'S. ':ys�`! .;s �;.fk+'.' �3i, r�3''r: `L, �. �.:::.rzktrt:�rz::g;..;,:r,+ :1£'2<,fkr'•:z,a..}..>%<!>^:}+a G?ari .n;T<?%h ♦3'�}'�!3,3:,F:.„�,;>'.. »l;%1,/^i r�%'`a.. r!<. f�1',.+. :3..:, r`� :uJ N r'>V�t ,.,n.'#�.,», ;,.'!''^�v ✓9.'.: Yt »?:�:4�.:. %G/..., +?Y» J .i: :✓It x,.123„ rh.Y. Fes.. ISH SWEERS ARCHITECT 1.. <2,rt`<Ln ''fr: +♦»<< � �:ii 33:3�. ',7; ?�::rY,^Y#Y:u 'r:G;:3:ar.^k<` fF'.2'%' :.i `a''12h •,%.f?3.£� ..<f r..!'%».<. ,..z�^zY;r{r`r<.Yx; Y.<2•nk3iyl: :>yf' tYtafl+ '%�£•':bi i:z�k9#:%'; .,,'s.3yjj ..1:/h,.`-.;h:f».m +W:. .fg '8;,��>k::'::.N..r '„rr,.;: 3"v ^ ;aX"rk,£<.'<:tY,•rv��zth��::•:: rG� �','»2.�`xY�M. 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'} i � : r.�3�:��Y;: rt,s c s ve,r..arch.com el..;s, ,�qh .1syr.;zY`s'y<':y?;:.?:y�%..� .7y/♦3�:?s'y.�g�iriaY3��•r.';; 3#.z#:?':`:a'yy»;tii���Kr +'"s �'' ::�' �'l,•,'s t'^<%,:�.�Y3/r4' i�/::,'$%r.+/t+,>y��+�1 z:`i%� <13.:Z'{#k3?+3H GREGON LICENSE NO.:4014 EXISTING PAINTED GYP ,.r.,.;,✓..,,: :sitn`'r r:1 , ;''», is8:y a"i r:: SrirY:f .S.r r is .t Arr' MALL BULKHEAD TO r.n,.Y.`;., •;:3k1'}3.,,,,.,.+tti''a':r:!'n..sr,:<i%,ryn:yy:fi'3:`>'i.3:2.:..:.y,..::. 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'.a s5zn.ttrt!;:zY;�::�£,r�':::2kz?.Y{s.S<a .:f^ ?Y�'«3ert`♦.y#,3z�ay..3;ria', DUPLICATED USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE :fi,✓ r% .t2:.a`5aq;#>2<:%FFz;:}:'hz:::33#3:sk#%>3k:2ta":'�r a'3.#s`�3ar#r•:. r #t r'..;tr:r3:b::1>; i h<zYrfs#?SX•In? o::{sr2?^z3gY<:::r,%Y err <a:r r.G .:: :::i:z;z %`e%:' ' x`<%��: x''r:.ett<k+`:zaY:�%lr?a'?cxit<,::?tr.,y.f?"y�f� n n�+2, �! �a n+•,;z,i.3::it ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION 2.M, {>Ss.;i;%�f £,r..a. a. �i".., %'rn 3• a.;.., OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. i+"»..fyY.ryl13;�333f:7i#a2°`.uH.(f h:1<:.':,a�♦.`9: :I �k, �_S ��5>$/.� 24 X 24"WHITE STONE TILE ST-1,THINSET AND 2 ri Nf!,:�:lr{%�Y.#;3. +�J.,r� :f�ki.'`finf'.� f t. C,µ2ak(✓2:F»3k+`w'yY.T. (%nY.: `;.»kki:bf%i #t,'.: ,;r��.�<.i�ry: �♦,� �< �" CEMENT BACKER BOARD BY GC, TYP. Project Coordinator -7 2' 3„ VIF q 1 ysp/ .�:!!♦ .;�u:�;r: .<#rw&Y�.y:':3?1�:Nl.Frtx"�" ��`':ii's.' [ ✓�%fir "��>#z:assX'T"z�F�<.rik���,.iz£s„��3'� ;�»}3'z::«„.. 362162 48 O.C. ff rr;.R:f »,ff: '�,,.;,�zvi"♦i''21"/s'r��;.�4�T '1':;rw>+ G,,,c'?:ytr:s ':> /,/»; "'g-m. r T.O. STOREFRONT DIAGONAL BRACES % i^..t/ Ni r fy:ry" ` + 1 _..._..._..,. ! 18GA.SIDE CLIP.SEE 5-200 3 }`� s <}"° ''' ____.._.. ._.... _......_ -"'- 13 10 AFF 1 :..,>'r - - - oq - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ + + 0 0 + + + 3Y"H MT-1 FINISHED METAL CAP BY + + + + + + + + STOREFRONT VENDOR. T W 0 O N E T W 0 + + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T O STEEL BEAM . 45 West 21 st Street, Suite 403 ......... ................................. .. ..................... .. ................................................................. ..........................�..._+13'-5 New York, New York 10010 DIAGONAL BRACES; HSS14X4X8;ATTACH EA.STUD T 212.904.0432 F 212.904.0433 SEES-101 s' TO STEEL BEAM;SEE S-101 2 362162-43 @ 16"O.C. MEP Engineer 2 M-ENGINEERING 750 BROOKSEDGE BLVD.WESTERVILLE, OH 43081 (614)839-4639 FX: (614)839-2222 Lighting HENNESSY DESIGN PO BOX 42162 PORTLAND, OR 97242 NOTE: REFER TO STRUCTURAL DRAWINGS (888)358-6368X101 (503)583-8907 FOR ALL DETAILS AND INFORMATION,TYP. 24"X 24"WHITE STONE TILE ST-1 (MINIMUM GROUT FOR ALL HORIZONTAL Consultant _._....._____._.. ._.__.._._.._. ..__' 2 SEAMS, BUTT JOINTED, NO GROUT FOR ALL VERTICAL SEAMS).THINSET AND CEMENT BACKER BOARD BY GC,TYP. B.O. CEILING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '(+l V-0" + + + + + + + + -{ Seal + + + + + + + + + + + + ARCHITECT: RH SWEERS II,PROPRIETOR RH SWEERS ARCHITECT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY LEASE LINE RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE GYP. BD. FINISH CEILING &SOFFIT CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. � A GC TO PROVIDE NON-COMBUSTIBLE BLOCKING AS REQ'D (TYP) MWK FIXTURE STEEL SUPPORT HANGING PLATE & HANG BOLTS BY MWk. GC TO I �~ PROVIDE ADDITIONAL NON COMBUSTIBLE 5" W BLOCKING AND STUD FRAMING AS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - °- - - - - - -- - - - - - - - - - - - - - - REQUIRED. REFER TO MWK SHOP DWG FOR EYEBROW FRAME WITH MT 1 ►� 3 DETAILS.GC TO CORDINATE ALL FRAMING + } FINISH ALL SIDES BY STOREFRONT AND SUPPORT WITH MWK AS REQ'D.(TYP) ;r, + VENDOR; REFER TO STOREFRONT OVERLAND PARK, KS ,ti SHOP DRAWINGS O I: II + + - - - - - - - - - - - - - - - - o - - - - - .- - - - - - - - - - - - - - - - - - - - - - �C� }, :: , F B.O. SOFFIT _ .. . __ .. _. . . � :..' ' B.O. MT-1 FINISH EYEPRPVV lk - F +10'-0"AFF ._ +10' 0"AFF TYPE TU LIGHT s r FIXTURE: EKLIPSE ;; NEW$' GYP BOARD Date Issued B NEW g' GYP BOARD HORIZON LED FINISHED CEILING ; LEASE LINE No. y FINISHED CEILING O INSTALLED " 5 AGAINST BEAD TYPE Bl LIGHT FIXTURE 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. CURTAIN (AS 7 6 NEW 2'CLEAR TEMPERED 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212D. Q CLOSE AS ;; GLASS BY STOREFRONT 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. POSSIBLE) I VENDOR; REFER TO STOREFRONT SHOP 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. LINE OF DISPLAY FIXTURE-4:: NICKEL PLATED E LINE OF DISPLAY FIXTURE METAL SUPPORT FRAME BY MWC DRAWINGS METAL SUPPORT FRAME BEAD CURTAIN. E 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. BY MWC SEE 3/A301 DETAIL INTERIOR EXTERIOR 06 10-27-14 ISSUE FOR PERMIT 212 D. 0 07 12-15-14 ISSUE FOR BID 212 D. 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. STOREFRONT SECTION DETAIL SCALE: 3"=1'-0" Key Plan/Ground Floor NEW es....f�..£��.:,. a.lyT''2a`z: ,�,.rn+.<....+.fr. .,vsi�»::,rf:.:.f./,5.��[.a....�� r /f.rf�.+♦...r:.,../,..i..f..r:::�...........:::»+Y:<.in:i>%:::+;,,�1..+ryI..f.2+:.:.t:ff.:...... . r r» ar�. 31: 20 NEW 38'20 MICHAEL KORS _ SPACE#G06GA METAL kr::fr 3. �m"»[:�.•+.r$,.?:. ter„+'a'<3 .:?. :3fJ. fi;%" t3�.;.. .,f f.. ♦,.a':: .�k` 3�%:Y.♦ � kC :.Q:43'�';'"rft��... rt/. ♦,cr♦ /f r..., r.,k<:+.y. .. Vis,......:;:.rf#;r,. .:. ". .,.:r. ..aF. µ::r'>• .� ../.,.; :.,:.r rr .:[.r.. ,. ...✓., ., .a✓..,:./�:, ♦'t+anr:<,2o:k:3::ks::::':kk#::;,.:,,:.+. 1^....:.,:<.:v,.•,?., f ..fi r •.fGi, .3. Fy. I ^'x.. r»: .9 ,/. ,l/r ..5::r fes, '32: ./,: +'r�;2:23"'. ,&♦ x:.:.< .»:?tai„nr,l.:? r..3Y. ♦♦i, .r/ :1,2':. s. ,.,y., r»,. •�.,�: /^. 4 523 S.F. -STUDS BY G S U S C STUDS C T�'fir: '�3 f;,;r«:•l+ �».� / .7r'%>;r. :r+' sk�h' ^.�/♦... «>E n»:,k., ,.,sok.. �?»,..�..». INTERIOR EXTERIOR .t. ' : 't �;»Yfi'. r ..,a +.;="+' ... :.«oY,, ..;.,a+ky'�♦ r'i" ,/... "` �.^..<,a`<.:rs».. f ...tG.3i;.. .'/,Y. ,' ., .'Hf'y #y<}f't ,» ;;C..'/+:v,.,.5<c J";. :%. 3r13•<k:.<.. r,.YYt`2Y<k.+:...,,,[ j:+ a.. sa �1, y3. .?'. a/. ars:;;.:';:�:z� ./: ...r..b .n":�' »a:+^ ,•7.%>:.,;<:?, as 1 '' rM:hi » >..r1'aYs:;♦'c,;i. .$'i% .r^:»:::f:` r3 =3i<3?. f .,Ca .o•.£:." +'�f:, :f rfa: ^,.� ^:Y, z.'»'"i:''n,,.a„♦ay.. :f.'s;'i'zi�au,.;f? z ,.at. 3nr:'r'E .a 2 362S 162-54 W 362T t i .»f>' '.`;t.%#,: ..'k3 � ,t3 f..✓.•r;: I`I'• ^/..f� 111.... '<�' n;?�3 v.:,..y.;y �:farr :J>,k •� rt2k> '::kza. :''a: .J; »x2Y .,:l:y.?♦ .y» ,rr r'f!:✓. f Y''. ..z h:�. .{ C+s�". ":z^?1+.;,u.,.££:#';'•""^^ �,:hi:ar.....+:3 l t/r:a .�<•'^t. ;:.:5'c'3x'Ea.<�,.<,.^..::+:♦:..�:.♦+ f,/+.mak r#.`... .'� ra'sykkJY' 125 54 STEEL OST BY G.C.G RAISED PLATFORMM FIXTUREURE BY LEASEE LINE OR 11' Ari f r. '+f .n(sfka't f'^ ,mss c� '; <3 O♦N. l. <„yf SEE S100 OR ALL C. REFER TO MILLWORK >,,:..t:.....^..r.:...;..:v.,.....>r.F..+...r..+:.tv...;..'r....♦.,:.....»...G.»:.ti....:.i.#.:,r>t..'#v;:.i.t.w,.:,:..Y:,.A...fr...,..:..ok..,.>.,..^....:..,i....;� 0 00 00 00 0 o a 0 00 0 0 0 0 0 0 ° 0 0 0 0 0 0 0 0 0 0 0 °° ° ° ° 0 0 0 Architect 0 0 0 0 0 O 0 0 0 0 0 O 0 0 0 0 0 0 0 0 ° ° ° ° ° ° 00 RH SWEERS II 000 PROPRIETOR 0 . oDD c B AA z � ° ° O ° ° p RH SWEERS ARCHITECT0 0 0 000 000, 000 O 17 rhs@sweersarch.com °°0 . 000 0 0 20 — — — — — — — — — _° _° _° ° °_ OREGON LICENSE NO.:4014 I I I I I pn4 - - - - - - - ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTIME SF ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE 22 DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. Project Coordinator IR 21 ' C I I I I TWO ONE TWO E300 I o n 45 West 21st Street, Suite 403 9 20 20 20 20 20 20 20 20 15.. I I I _ _ _ _ _ — — — New York, New York 10010 — — — — — — — — — — — — _ — — — — — F Tm 1 i J J J J J J J J J 22 J J + I I 29 T 212.904.0432 F 212.904.0433 ® ® I ® I I I I _ 1 1 AFF 7 SENSOR MEP Engineer L -8 D M—ENGINEERING Cil C T 21 (TYP.) 23 IP I I i 750 BROOKSEDGE BLVD.WESTERVILLE, OH 43081 AF�AFF ® IR _ _ = I (614)839-4639 FX: (614)839-2222 13 VAV-3 ILP-24 24 I I ( 17 Lighting 21 HENNESSY DESIGN 0 20 14 'I PO BOX 42162 PORTLAND,OR 97242 SEC A S 23 I s s I O I � s J J SF I (888)358-6368x101 (503)583-8907 TEL FA 3 A 15" I I I 20 Consultant AF I I J I 21 I I I )1 __i_ KP 15 I ; I I 25 (TYP.) 13 VAV-2 AFF TO SOUND SYSTEM.WIRE TO BE I ( 11 // I PLENUM RATED OR IN CONDUIT I J I 23 5 I I W R U ED BY BODE). O 13 AV-1 I IP 21 21 ffO I ST I I Seal T T T = _ L _ LP-20 N 19 �` I LP-29 18 7 VAV-1.2.3 ( _ _ — _ \ LP-2 T—STATS \ 3 AFF i ill s I I s LP-22 I I I I ter I 1�B I I I 20 , I 23 I m m 4 ( P.) I 21 (TYP.) 24 I ( I I v A LP-25 LP-2 P-21 I P I I I Q N. 12. LP-27 F. LP-18 44 I q�lo GO�ti s No. Date Issu By - 1511 F I ® ® ( 01 10-08-14 SCHEMATIC SET FOR VIE 212 D. I I 0SEN R AFF I J J J) J J - - - - — ............ - - - - - - - - - - - - - - - - - - oe - - - - � 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT RE EW 212 D. IF — 2$ 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 2 (TYP.) 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. 20 11 6 20 20 20 20 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. 06 10-27-14 ISSUE FOR PERMIT 212 D. 07 12-15-14 ISSUE FOR BID 212 D. POWER PLAN 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. 1/4"=1 V-011 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. POWER CODED NOTES SEE SHEET El 01 FOR SECURITY NOTE/LEGEND Key Plan/Ground Floor MICHAEL KORS OTELEPHONE BACKBOARD ON WALL IN TENANT SPACE FOR TELEPHONE SWITCH. 13 SEE HVAC ELECTRICAL CONNECTION SCHEDULE ON SHEET E300 FOR CONDUIT,WIRE, '��Y SPACE#G06 PROVIDE TELEPHONE WIRING TO ALL OUTLETS AND FOR TELEPHONE SERVICE. CIRCUIT,AND DISCONNECT. SEE MECHANICAL DRAWINGS FOR EXACT LOCATION. 4,523 S.F. EXTEND EXISTING CONDUIT TO THIS LOCATION FOR TELEPHONE SERVICE. a COORDINATE WITH LANDLORD AND TENANT. 14 ELECTRICAL SERVICE EQUIPMENT, SEE POWER RISER DIAGRAM ON SHEET E300 FOR D&S OPROVIDE 1"CONDUIT AND PULL WIRE FROM TELEPHONE/FAX/DATA OUTLETS TO ADDITIONAL INFORMATION. TELEPHONE BACKBOARD. 15 SHOPPER TRACK LOCATION, CENTERED AT DOOR,WITH CAT 5 CABLE 10'-0"COILED AT SEE SHEET E400 FOR POWER SYMBOL LEGEND EACH END. ROUTE IN CONDUIT TO J-BOX LOCATED AT TELEPHONE BOARD. O RECEPTACLES AND COVER PLATES WITH AN "SF" DESIGNATION SHALL BE MOUNTED ON CEILING AT STOREFRONT PARALLEL TO STOREFRONT GLASS. CIRCUIT TO PANEL AS 16 t INDICATED. . OELECTRONIC CASH REGISTER POWER SYSTEM.THE CIRCUITS USED TO POWER THE 17 J-BOX FOR STOREFRONT SIGN. REFER TO ARCHITECTURAL ELEVATIONS FOR "°R='°'" ELECTRONIC CASH REGISTERS SHALL NOT BE USED FOR ANY OTHER PURPOSES. THE QUANTITY AND LOCATIONS-COORDINATE WITH SIGN VENDOR ON SITE. SEE LIGHTING CIRCUITS SHALL NOT SHARE THE NEUTRAL OR GROUND WITH OTHER EQUIPMENT. PLAN SHEET E200 FOR CIRCUITING. SEPARATE POWER, NEUTRAL, GROUND,AND ISOLATED GROUND WIRES, MINIMUM SIZE SEE SHEET El 01 FOR POWER GENERAL NOTES #12 AWG, SHALL BE RUN TO THE CIRCUIT BREAKER PANEL BOARD. THE ELECTRONIC 18 HOME RUN THRU SWITCH "d". SEE CODED NOTE#12 ON LIGHTING PLAN SHEET E200 CASH REGISTERS CIRCUITING SHALL BE RUN IN A SEPARATE CONDUIT. ELECTRONIC FOR FURTHER INFORMATION. N® CASH REGISTER OUTLETS SHALL BE HUBBELL NO. IG-5262, OR APPROVED EQUAL. 19 PROVIDE CONDUIT&WIRING FOR THE SENSORMATIC SYSTEM. VERIFY EXACT Project ORE)UTE GE)NBUIT IWUNBER SLAB. PRE)VIBE 2"TE)PPING. GE)GRE)INATE WIT-1 I LANEILORB EINSTALLING. REQUIREMENTS WITH EQUIPMENT MANUFACTURER PRIOR TO ROUGH-IN. USE MICHAEL KORS -BEFORG�TT d f�R-TIE)NG EH,4L�E FIR EARE&f DEDICATED CIRCUIT WITH NO SHARED NEUTRAL. 20 RECEPTACLE OR J-BOX FOR MILLWORK LIGHTING-ONE WHIP PER SHELF. REFER TO FIELD VERIFY ALL CONDITIONS WASHINGTON SQUARE, SPACE # G06 OPROVIDE 1"CONDUIT AND PULL WIRE FROM THIS LOCATION TO THE MANAGER'S DESK. ARCHITECTURAL ELEVATIONS FOR QUANTITY AND LOCATIONS-COORDINATE WITH 9620 SW WASHINGTON SQ. RD. MILLWORK CONTRACTOR ON SITE. SEE LIGHTING PLAN SHEET E200 FOR CIRCUITING. O RUN 1/2"CONDUIT WITH PULL STRING FROM TSTAT/SENSOR TO UNIT IT SERVICES. SEE WHIPS NOT ALLOWED IN DEMISING WALLS,ELECTRIC MUST BE IN CONDUIT. DESIGN DRAWINGS ARE SCHEMATIC.THIS CONTRACTOR SHALL VISIT THE TIGARD, OREGON 97223 MECHANICAL DRAWINGS FOR EXACT LOCATION. SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING DrawingTitle 21 SECURITY DEVICE BY OTHERS. SEE SECURITY LEGEND AND ARCHITECTURAL SHEETS FIELD CONDITIONS.THIS CONTRACT SHALL INCLUDE ALL LABOR AND O ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL COMPUTER OUTLET AT FOR MORE INFORMATION. MATERIALS CONDITIONS.NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING POWER PLAN MANAGER'S DESK FOR TERMINATION OF COMPUTER CABLES. VERIFY OUTLET MODEL NUMBER WITH OWNER. RUN PULL STRING IN 1"C. BETWEEN CASH WRAP AND 22 RECEPTACLE OR J-BOX FOR VITRINE AND DURATRAN LIGHTED SIGN, COORDINATE STOCKROOM. PROVIDE PULL STRING AT EACH LOCATION FOR FUTURE CABLE PULL. WITH ARCHITECT AND MILLWORK PROVIDER/INSTALLER PRIOR TO ROUGH-IN. SEE THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER LIGHTING PLAN SHEET E200 FOR CIRCUITING. PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE O J-BOX FOR TERMINATION OF SPEAKER WIRES. SPEAKERS WIRES BY OWNER. SEE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. ARCHITECTURAL SHEETS FOR MOUNTING HEIGHT. 23 THE ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS BID THE COST FOR A COMPLETE CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER Project No. 13411052 OPERATIONAL FIRE ALARM SYSTEM TO MEET LANDLORD AND CODE REQUIREMENTS. BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS 10 ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL QUADRAPLEX RECEPTACLE FOR ALL DESIGN &INSTALLATION WORK SHALL BE BY A LANDLORD APPROVED FIRE ALARM COST. Scale: AS NOTED STEREO EQUIPMENT. STEREO EQUIPMENT FURNISHED AND INSTALLED BY OWNER. CONTRACTOR AT TENANTS ELECTRICAL CONTRACTOR'S EXPENSE. DEVICES ON Date: 02-24-15 11 INSTALL A DELIVERY BUZZER SYSTEM AS SHOWN, INCLUDING EDWARD'S#1786C-B PLANS ARE SHOWN FOR INTENT ONLY, PROVIDE ALL DEVICES AS REQUIRED. FIELD BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL PUSH-BUTTON AT REAR DOOR,#592 TRANSFORMER AND#C338-G5 BUZZERS AS VERIFY THE EXACT REQUIREMENTS PRIOR TO BID. CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS Drawn By: BDB INDICATED. COORDINATE ALL REQUIREMENTS WITH OWNER AS TO LOCATIONS AND FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING Checked By: DFG QUANTITIES PRIOR TO BIDDING. WIRE TO NIGHT LIGHT CIRCUIT. 24 J-BOX FOR LED STRIP LIGHTING. REFER TO ARCHITECTURAL ELEVATIONS FOR CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING.THE QUANTITY AND LOCATIONS. SEE LIGHTING SHEET E200 PLAN FOR CIRCUITING. CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY Drawing No. 12 WATER HEATER- INSTANTANEOUS: FURNISH AND INSTALL A 30A/2P MOTOR-RATED APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN SWITCH FOR WATER HEATER-4.16 KW, 208V, 10, CIRCUIT AS INDICATED ON THE PLAN. 25 J-BOX FOR CEILING MOUNTED PENDANT LIGHTING. REFER TO ARCHITECTURAL INTENT. ELEVATIONS FOR QUANTITY AND LOCATIONS. SEE LIGHTING PLAN SHEET E200 FOR CIRCUITING. E � l 00 O O O O O O O O O O O O 0 0 4 Architect 0000° °°0 ° 00 0° °0 O RH SWEERS II O O O O O O 00 ° ° 0000 00 °FF EE DD D 000 °O° 00CC PROPRIETOR RH SWEERS ARCHITECT 000 0 0 0 0 O O O O 00 rhs@sweersarch.com O O 0 O 0 0 0 O O . O 000 000 00 0 O 0 0 0 0 O 0 0 0 0 0 0 000 O 0 0 0 0 00 OREGON LICENSE NO.:4014 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. Project Coordinator I I I I LP-26 I I C I T W O ON E T W O E300 4; 2 20 45 West 21 st Street, Suite 403 _97New York, New York 10010 ' T 212.904.0432 F 212.904.0433 FI 1 i J J 18" AFF �. 1 D / MEP Engineer GFI o, M-ENGINEERING AFF C T 21 (TYP.) 750 BROOKSEDGE BLVD.WESTERVILLE, OH 43081 / I - AF.AFF ® IR 1 (614)8394639 FX: (614)839-2222 VAV-3 ILP-24 I I Lighting 23 9 9 21 J I — HENNESSY DESIGN 14 i 20 PO BOX 42162 PORTLAND, OR 97242 12 / LP- 9/41 1 SEC A S 23 ;I s (888)358-6368x101 (503)583-8907 I� TEL FA 15„ I I Consultant / H AF 1 KP 1511 AFF I B TO SOUND SYSTEM. WIRE TO BE E300 `I PLENUM RATED OR IN CONDUIT w R R U Fz�Q BY PoDE). Seal f T T T I U i A LP-14 LP-20 'I .I 23 21 (TYP.) 7 TASTATS3 I I II I - - % SENSOR 15" ( Roy s b n 11 AF `I �•, 75P� 7> \� I LP-22 � 5y S ( 23 A I I p�� NtiP LP-6 E 0 I s No. Date Issu By I DVRT I 7R 01 110-08-14 SCHEMATIC SET FOR C REVIE 212 D. SENSO LP-30 -...-...- .-.... ..-...-...-..... ...-..-...-..-... 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. ILI 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 8 2 (TYP.) 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. LP-10 20 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. 06 10-27-14 ISSUE FOR PERMIT 212 D. /� 07 12-15-14 ISSUE FOR BID 212 D. POWER PLAN A 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. 1/4"=1 V-011 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. Key Plan/Ground Floor MICHAEL KORS SPACE#G06 4,523 S.F. DICKS SPONTING POWER GENERAL NOTES SEE SHEET E400 FOR POWER SYMBOL LEGEND 1. ALL OUTLETS SHALL BE INSTALLED AS DIMENSIONED ON THIS PLAN.ANY a DISCREPANCIES AS TO LOCATION BETWEEN PLAN AND EXISTING FIELD CONDITIONS SHALL BE CLARIFIED WITH THE ARCHITECT BEFORE COMMENCEMENT OF WORK. aDarn oM 2. ALL ELECTRICAL AND TELEPHONE WORK SHALL BE INSTALLED IN STRICT ACCORDANCE N011200m WITH THE ELECTRICAL CODE, NATIONAL BOARD OF FIRE UNDERWRITERS, PUBLIC UTILITIES COMPANY,TELEPHONE COMPANY,AND ALL OTHER AUTHORITIES HAVING JURISDICTION. SEE SHEET El 00 FOR POWER CODED NOTES 3. ALL COVERPLATES AND DEVICES(TELEPHONE, DATA, ELECTRIC, SWITCH) N@ SHALL BE WHITE BY LUTRON CLARO. 4. ALL TELEPHONE OUTLETS SHALL BE PROVIDED WITH 2(TWO) PULL STRINGS BACK TO Project THE TELEPHONE EQUIPMENT. MICHAEL KORS 5. THE GENERAL CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING OF ALL FIELD VERIFY ALL CONDITIONS WASHINGTON SQUARE, SPACE # G06 CHASES IN FLOOR, WALLS AND CEILING AS REQUIRED. 9620 SW WASHINGTON SQ. RD. 6. ALL SURFACES WITH EXISTING OUTLETS TO BE REMOVED, SHALL BE PATCHED FLUSH DESIGN DRAWINGS ARE SCHEMATIC.THIS CONTRACTOR SHALL VISIT THE TIGARD, OREGON 97223 WITH ADJACENT WALL SURFACES. SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING SECURITY NOTE: SECURITY LEGEND 7. EXCEPT WHERE NOTED,ALL ELECTRICAL,TELEPHONE,AND DATA OUTLETS ARE TO BE FIELD CONDITIONS.THIS CONTRACT SHALL INCLUDE ALL LABOR AND Drawing Title MOUNTED 15"A.F.F. MATERIALS T ONS.NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING POWER PLAN ALARM SYSTEM: CCTV: SYMBOL DESCRIPTION SYMBOL DESCRIPTION 8. CENTERLINE TO CENTERLINE DIMENSIONS OF ANY OUTLET PAIR OR GROUP SHALL NOT G.C.TO PROVIDE &INSTALL 1" THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER CONDUITS W/ PULL STRING ® 360 CEILING MOTION CC'-'Z? FIXED 6".FIXED CEILING CAMERA PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE FOR ALL SECURITY DEVICES & ® KEYPAD ® DIGITAL VIDEO RECORDER 9. ALL EXISTING OUTLETS TO REMAIN, SHALL BE REPLACED WITH WHITE COVER PLATE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. WIRING. COORDINATE CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER Project No. 13411052 REQUIREMENT& INSTALLATION ® INDOOR SIREN MONITOR AND DEVICE, IF REQUIRED. BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS Scale: AS NOTED WITH ADT SECURITY SYSTEM & ® CONTROL PANEL 10. PROVIDE MINIMUM 10% SPARE CIRCUITS IN ELECTRICAL PANEL. PROVIDE BREAKER COST. SENSORMATIC SECURITY SYSTEMS, ® WALL MOTION LOCKOUTS FOR A.C. UNITS AND SEPARATE CIRCUIT OUTLETS AT TELEPHONE Date: 02-24-15 INC. Qc X,RECESSED DOOR CONTACT EQUIPMENT. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL O GLASS BREAK PB PANIC BUTTON 11. ALL WHIPS AS INDICATED FOR DISPLAY FIXTURE LIGHTS SHALL NOT BE VISIBLE FROM CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS Drawn By: BDB THE STORE. ALL BOXES, CONDUITS,AND WIRING MUST BE COMPLETELY HIDDEN. FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING Checked By: DFG CODES,THE PLANS AND SPECIFICATIONS NOT WITHSTANDING.THE 12. TELEPHONE PANEL TO BE MOUNTED ON A PAINTED PLYWOOD SHEET MOUNTED AT 48" CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY Drawing No. A.F.F.W/AN OUTLET MOUNTED AT 52"A.F.F. APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. 13. ALL WIRING SHALL BE IN CONDUIT. SEE SPECIFICATIONS FOR FURTHER INFORMATION. E � l 01 -. _. 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 TOTAL: — 0 TONAL: ° 0 Architect TU (10'-0") Bl X8 RH SWEERS II °°° °°° o ° - IN TRO'U'GH ° ° ° ° PROPRIETOR DD CC BB AA Z � " `i' °°° °s° °oa .° RH SWEERS ARCHITECT °° °° rhs@sweersarch.com ° ° ° ° ° O 0 0 0 0 LP-35 0, O OREGON LICENSE NO.:4014 I I LP-33 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE C - - ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE B1 01 B1 B1 B1 B1 B1 B DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE NEDTOTAL: CO STR COTION WITHOUT WREITfENN IN CONSENT OF THE ARCHITEAND SHALL NOT BE USED BYACNT.OTHER _._.... .. J F4 X 22 TBC Project Coordinator I � (MWC) Almi 7 LP-31 LP-9 , I TOTAL: T W 0 O N E TWO 2 TOTAL: I o I 131 X 8 IN TROUGH (MWC s (TYP') B I I (GC) 45 West 21st Street, Suite 403 New York, New York 100 10 IlizzI __(29)TOTAL: 29 T 212.904.0432 F 212.90 0433 F4 F3 J 3 J J F3 F3 J F4 F4 J ( J J F3 F3 J o o Bj j T���o") F1 F1 1 F1 F1 1 F1 F1 F F3 F4 F a J11111" MWC MEP Engineer F4 F4 F4 F3 F3 F4 ( ) M-ENGINEERING 5 TOTA : TOTAL: TOTAL: TOTAL: TOTAL: C3 TOTAL: 1 X 22 C3 TOTAL: TOTAL: TOTAL: TOTA : TOTAL: F4 O750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 10Xw LP-19 F3 X 4 F3 X 1 F3 X 1 F3 X 4 F3 X 1 000 F4 X 4 (MWC) 000 F4 X 3 F4 X 6 F1 X 20 F3 X F3 X 4 TOT : o LP-3 (614)839-4639 FX: (614)839-2222 C3 F4 X 2 C3 F4 X 2 (GC) C3 F4 X 2 C3 F4 X 2 C3 (GC) C3 (MWC) C3 (MWC) C3 F4 X 12 C3 C3 F4 X 2 C3 F3 2 00o M 000 GC 000 MWC 000 GC 000 000 000 000 000 00o W 1 000 00o MW o0o F4 XI 1 TOT2L: Lighting ( ) ) ) C3 C3 I )� (G ) F4 X 2 HENNESSY DESIGN M X C PO BOX 42162 PORTLAND, OR 97242 O #ss I Iss J J I ( ) (888)358-6368x101 (503)583-8907 LP-5 10 M/EM Consultant 0 C3 C3 C3 I C3 C3 C3 C3 C3 C3 o I R2 C3 0 O 000 000 000 000 000 000 000 000 000 0 C3 I o I I LP") I I HIUNGEW PENDANT DECORATIVE G)l O C2 i TOTAL: TP (18'-0") 3 3 LIR2/EM� I I Seal BI / 4 (MWC) I O CHANDELIERS C3 — TU (18-0 ,F� � P-5 1 I W I \ UT TOTAL: 0 +�— — — �J \ / 4� LP 3TOTAL: xW Bl X6C2 R2 C3 0 000 000 000 000 000 000 000 000 000 000 000 o C3 ( �°S" ° I ° C3 C3 C3 C3 3 C3 C3 C3 C3 C3 C3 C3 ° i I I N TROUGH I 6 I TOTAL: O O I I I LP-2 I 12 (GC) ,, -15 TP-G (24'-0") I I �®r�.o�� s: I . , /O hh J J TOTAL: �k %,;��,�.aR Y TOTAL: (GC) Y I F3 X 2 R2/ F4X2 R2/EMTU (24'-0") F3 e� C2 I C p C3 (GC) TOTA TOTAL: I I (MWC) O3 000 000 000 000 000 000 000 000 000 00o I o00 000 000 I I q C3 C3 C3 1 C3 C3 C3 F4 X � C3 C3 C3 C3 F3 X 4 C3 C3 o B ( I I N. Aw O (MW(,-) F4 X 12 D F.OI LP-17 F4 F4 F4 (MW F3 F4 F3F4 BI �11' I TOTAL: No. Date Iss By C2 ( I TPG J F4 F4 J J ( 1 J J 4 F3 I o B I ( ") 01 10-08-14 SCHEMATIC SET FOR NT REVI 212 D. TU 7-0 - - I r I N. Z IN, (MWC) 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. — 28 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 8 (T1'P•) 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. OO TOTAL: TOTAL: TOTAL:JTOTAL: T TAIL: 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. LP-11 LP-7 F4 X 3 F1 X 20 F1 X2 F3 X 4 F3 X 2 (GC) (MWC) F3 X 6 F4 X 2 F4 X 1 06 10-27-14 ISSUE FOR PERMIT 212 D. (MWC) (MWC) (GC) 07 12-15-14 ISSUE FOR BID 212 D. 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. LIGHTING PLAN 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. 1/4"=1'-0" Key Plan/Ground Floor MICHAEL KORS SPACE#G06 4,523 S.F. 5po�� LIGHTING GENERAL NOTES: LIGHTING CODED NOTES A. LIGHTING SHALL BE CIRCUITED EXACTLY AS SHOWN ON PLANS. Ol HOMERUN THRU TIME CLOCK AS SPECIFIED IN ELECTRICAL SPECIFICATIONS. B. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION AND QUANTITY SEE SHEET E400 FOR POWER SYMBOL LEGEND t OF LIGHTING FIXTURES. O PROVIDE JUNCTION BOX AND SWITCH FOR SIGN PER NEC 600. SEE ARCHITECTURAL PLANS FOR EXACT LOCATION. NORDST_ROM C. EMERGENCY AND EXIT LIGHTS SHALL BE INSTALLED AND CIRCUITED PER THE LATEST O3 CONNECT SALES AREA EMERGENCY,EXIT,AND NIGHT LIGHT(EM/EX/NL)LIGHTING NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES. ALL EMERGENCY AND EXIT FIXTURES FIXTURES TO CIRCUIT LP-3(TYPICAL). PROVIDE AND INSTALL A SCREW TYPE SHALL BE DUAL VOLTAGE(120/277 VOLT INPUT) WITH BATTERY BACKUP. LOCK-ON DEVICE AT THE CIRCUIT BREAKER. D. CONTRACTOR IS RESPONSIBLE FOR ALL REFLECTED CEILING PLAN NOTES ON ® MASTER LIGHTING SWITCH BANK. SEE DETAIL THIS SHEET. SEE SHEET E201 FOR LIGHTING FIXTURE SCHEDULE N® ARCHITECTURAL DRAWINGS. HOME RUN THRU E CONTACTOR O SEE MASTER LIGHTING LSWI BANK NK DETAILRON THIS SHEEOLLED BY T. a . SWITCH MIProjeCHAEL HAEL KORS © HOME RUN THRU 2-POLE CONTACTOR CONTROLLED BY SWITCH"b"• WASHINGTON SQUARE, SPACE # G06 SEE MASTER LIGHTING SWITCH BANK DETAIL ON THIS SHEET. 9620 SW WASHINGTON SQ. RD. NON—SALES SALES SALES SALES SALES O7 HOME RUN THRU 4-POLE CONTACTOR CONTROLLED BY SWITCH"c". FIELD VERIFY ALL CONDITIONS TIGARD, OREGON 97223 AREA AREA AREA AREA AREA SEE MASTER LIGHTING SWITCH BANK DETAIL ON THIS SHEET. DESIGN DRAWINGS ARE SCHEMATIC.THIS CONTRACTOR SHALL VISIT THE Drawing Title POWER O IP FOR CONFIRMED WITH MILLWORK CONTRACTORE-WIRED MILLWORK G(TYPICAL)OCATION&CONNECTION TO BE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO FIELD CONDITIONS. THIS CONTRAC SHALLL INCLUDE ALLSPECT LABOR AND TNG LIGHTING PLAN BACK OF 5 6 7 1 MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING HOUSE SALES SALES MILLWORK SF REC / O PROVIDE CONDITIONS. LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING „ „ „ „ „ "d" THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER a b C d PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE Project No. 13411052 10 CONNECT NON-SALES EMERGENCY,EXIT,AND NIGHT LIGHT(EM/EX/NL)LIGHTING DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. Scale: AS NOTED M AST E P LIGHTING SWITCH BANK FIXTURES TO LOCAL CIRCUIT AHEAD OF ALL SWITCHING. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER A BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS Date: 02-24-15 NTS 11 cosi. Drawn By: BDB BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL Checked By: DFG QCODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS Drawing No. HOME RUN THRU 2-POLE CONTACTOR CONTROLLED BY SWITCH"d". FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING SEE MASTER LIGHTING SWITCH BANK DETAIL ON THIS SHEET. CODES,THE PLANS AND SPECIFICATIONS NOT WITHSTANDING.THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. E �200 FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 RELOCATED 2 3 4 S 6 ELECTRICAL PANELS nT _g• ARCHITECT: LEASELINE 14'-1 IR' I6'-9' 20'-0' 20'-0' 20'-0' 20'-0' 6'-10 1,2. I5'-6' 64'-91/4' 5' 4'-ll/4' 2A TRICARICO® CORRIDORS TOILET ROOMS ADJACENT TENMIi 2'-6' - A2D - - - - - Tricarico Architecture and Design PC 7777777 77777-777 1 77777777 - 500 Valley Road Wayne,NJ 07470 1 - - -_---_ ---_ _---_ _-_-___---_---_-_---_ � 1 _ ------------- ------------- _ _-.-_ -- � Tww(9w73.)r6c9ari2-0co2.c2A2mREAR SERVICE DOOR F(973)692-0223 m REMAIN.G.C.TO VERIFY I AI 8 10 G AI3 I - AI CONDITION OF HARDWARE I _ 55'-1 3/4' 9 5 AND REPLACE HARDWARE I '" I m C O p O I V-1 3/4' j REGISTRATION#0654AF N AS REG%JIRED, 3 I 1 i D1 I s 12 LISCENSE #2608 O O O O - AI3 AIS I _ �*w I 1 © 2016 NICHOLAS J. TRICARICO ' J u�u I I I i --- I --- --- -±H Al 1 I n i0 D1 _ I D EX'G COLUFN v I ' I I h-t h I I - TOREMAIN. V.IF. I a l I I I siocKRooM I u�u III ENGINEER: CHAMPS PASSAGE 3'-2 I/4' r T r DI I Kit iSTRAf7NG DIMENSIONLJ1U 10'-9 3/4' T -------- ---------- --- --'�0' B B I ------ 6- 12' - B C2 3'-II I/4' _ YESTI LE 11 Ui F B - ------------------------I-------- --------I�------------- -------t-T I-� III OF w i STOCK ROOM 12 D - I LINE GF PERIMETER SOFFIT i LME AZ FITTING ROOM I HAT WALL AI2 I (ABOVE) I FIXTURE 1-4 i l B AZ VESTI F O I I I I LINE OF CEILING 15 ( I I I TRANSITION (ABOVE) REAR SERVICE DOOR TO REMAIN.G.C.TO VERIFYI CONDITION OF HARDWARE 4'-6' 6'-9• 61-1314- 9'-3' 1 0 i 10 10 I 10 I 10 I LEASE LINE SE AND REPLACE HARDWARE EX'G NEW EX'G in AS REQUIRED. D2 p AI2 AIZ AIZ AI2 I _ _ I-_ _-_-_TMP-_-_-_-_-_---_ _-_ _iYP� 1 GHAMP6 SALES A� TMP. _---TVP- -- - - - - - - - - _-- - - - -�F,- I - - - - - - - - - - ------- - 1---------------------- u u I AI C3 D3 AI I _ LINE OF CEILING TRANSITION I I I 13 2 FOROADDITIONAL LFER TINFORMATIONAL. I I u u I I n a n I w �./ NICHOLA RICARIC --- m 3X I I B C3 i i i ----------- - ------------------------i-----_- ---- ------- --- i r1Y 1 1 I LINE OF GRAPHIC a I r I , I u u I DISPLAY WIRE GRID KINNELO EW JE EY b'-2' 1 1/4' 12'-6,3/4' 4'-b' 15'-b' 1'-3' V.0' 3'-3' b9'-8' (ABOVE) FA T F1 AI , NEW I CHAMP'S SALES AREA - HOLD p I I 'n 0 Elf w _ I I iI I u i u U1 I i p I C I I ICI 11 I I =Q ( i I I LEASE LINE d) D1 I Q i - 1 II i i 1 I a REVISIONS AZ VESTIBULE I I I ' NO. DESCRIPTION DATEz NAREA ETWORKING D1 I I i AZ SALES,AREA I I I 1 I7--1 1/4' c CASHWRAPBCKWR4PA 1 L TINET.GC Lu Ill, I BL�ocK NG A5 I I hTO PROVIDE �REO'D TOw SUPPORT 150 m A51 1 LBS.SEE I LINE OF CEILING 5/E4.0 I Q I 1 I I II l II I i l TRANSITION (ABOVE) a G3 110 I 0 0 I � I � g e l I � lI I n j MANAGER'S OFFICE I I O n I 1 I III I I K 39'-T I I I LINE OF PERIMETER SOFFIT I GRILLE i TFILETE ZONE SALES AREA - H�LD i ;p (ABOVE) I I CLOSURE LINE A4 I I I m I i I I LINE OF GRAPHIC SIGN A2 G2 I ABOVE.REFER TO ELEVATIONS FOR A2 C3 I m I AZ GI I _ ADDITIONAL INFORMATION ' e ______________________________________ ____________ _------------------------------- --------- ___________________________________ _ _-----_-_ --_ _-_-_-_-_-_-_------------ ------- ------------------------ _-____- ---------__-_-_-_-_- -_ _-_ _---_-_-_-_ ----------------------_ _-_-_ -12'-6 IR NO ROLLING DIVIDE TRACK 10'-1 1/2' i I I 9 METAL STRAPPING T ADJACENT TENANT STRAPPING IMENSION - m 13 AI2 SLATWALL PAST BACKWRAP � V-2 3/4' 6'-1 I/4' 40'-0 3/4' 69'-II 3/4' DATE: 01/15/16 SCALE: AS NOTED GROSS AREA: 6,586 SQ. FT. CH SALES AREA: 3,216 SQ. FT. FOR 1= 4RTITION TYPES & AZ SALES AREA: 1 ,200 SQ. FF. DETAIL& SEE SHEET ,41.1 4 PROJECT # : 150554 A1.01 X - DRAWN BY: CA 1 CONSTRUCTION PLAN SCALE: 3/16" = V-0" �� TD) CONSTRUCTION NOTES CHAMPS DOOR AND FRAME SCHEDULE SEE A3.0 FOR FINISHES) DOOR HARDWARE NOTES DOOR HARDWARE NOTES - ADA 1. INSPECT THE CONDITION OF EXISTING DEMISING PARTITIONS a GLAZING WALLS AND PROVIDE FULL HEIGHT a FINISHED PARTITION TO UNDERSIDE OF DECK AS DOOR 1. ALL HARDWARE REPRESENTS THE INTENDED QUALITY, ADA 4.135 DOOR WIDTH AND HEIGHTS: REQUIRED. PATCH AND REPAIR TO ACHIEVE OR MAINTAIN REQ'D FIRE RATING - TAPE AND SPACKLE TO PREPARE FOR FINISHES DOOR TYPE SIZE/LOCATION FINISH' FRnEH/J THRESH RATING REMARKS STYLE AND APPEARANCE. REQUIRED EXIT DOORWAYS ARE TO HAVE A CLEAR OPENING NOT LESS THAN 32 NUMBER CZ/A1.2) MADETAIL DETAIL INCHES WIDE. FOR HINGED DOORS, THE OPENING IS MEASURED WITH THE DOOR 2. UPON POSSESSION OF THE PREMISES, ENTIRE SPACE DIMENSION SHALL BE VERIFIED. GG. SHALL SUBMIT NOTED DISCREPANCIES TO THE OWNER, ARCHITECT, AND 2. IF NEW, ALL HARDWARE IS TO BE 26D FINISH. DOOR AT A 90-DEGREE ANGLE FROM ITS CLOSED POSITION. AT LEAST ONE OF AMILLWORK CONTRACTOR WITHIN 3 DAYS OF THE START OF CONSTRUCTION. O MALLL xO SALES MILL - - ROLLNG GRIFLOOR ORE - MAN AL - HED NOE S011,2AL MOREUTHAN 8Q ABOVE FLL BE NTED OOR AT NOT LESS THAT 36' OR FAIR OF DOORS,CLEAR OPENING. IDOLORING HEIGHTS ARE REQ IRED ATIC DOORS, TO BE A MINI US TO M OF INCH 80 3. WHEN RE-USING EXISTING DRYWALL CONSTRUCTION, PATCH AND REPAIR WALLS AS NECESSARY TO ENSURE PROPER FIRE RATING. PATCH ALL VOIDS INCLUDING INCHES. ALTHOUGH SECTION 33 RELATES TO REQUIRED EXITS, ARTICLES 6DECK FLUTES WITH NON-COMBUSTIBLE MATERIALS. OB STO X O T ILII/8PTD WO - - - SEE NOTES 1,2,8 3. PROVIDE WEATHER STRIPPING AND ADA THRESHOLD AT THROUGH 14 ALSO REQUIRE SPECIFIC AREAS TO BE ACCESSIBLE. DOORS TO STOCK TO TOILET EXTERIOR DORS. ALL THRESHOLDS SHALL NOT EXCEED THESE AREAS WOULD ALSO HAVE TO HAVE A 32-INCH CLEAR OPENING. I/2' MAX. HEIGHT.4. STOREFRONT IS TO BE SUPPORTED FROM THE FINISHED FLOOR OR BY STRUCTURAL MEMBERS ONLY AND ARE NOT TO BE ATTACHED TO OR SUPPORTED BY THE EXISTING 45 MIN. SEE NOTES 1,2,4,�0,�,BULKHEAD OR SIGNBAND. ONLY APPROVED LATERAL BRACING TO THE STRUCTURE WILL BE ALLOWED. REFER TO LANDLORD CRITERIA DETAILS. EXIST STOCK TO EXIT PTD EXEXIST - 4. A NEW SECURITY EXIT DEVICE PER DOOR SCHEDULE. ADA 4.13.8 THRESHOLDS: EXIT DEVICE FURNISHED AND INSTALLED BY TENANTS THRESHOLDS ARE REQUIRED TO BE NO MORE THAN 1/2' INCW HIGH. BEVEL OR PROJECT TITLE 5. ALL SLAB PENETRATIONS MUST BE APPROVED IN WRITING BY THE LANDLORD REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF WORK GENERAL CONTRACTOR ATHLETE ZONE DOOR AND FRAME SCHEDULE AUTHORIZED VENDOR SECURITY SOLUTIONS. SLOPE THE EXPOSED EDGE AT AN ANGLE NOT EXCEEDING 45 DEGREES 50 SHALL ENSURE THAT ALL SLAB PENETRATIONS WITHIN THE TENANTS PREMISES ARE PROPERLY SEALED AND REMAIN WATERTIGHT TO PREVENT POSSIBLE DAMAGE. (800-316-1600). SEE 8/E4.1 FOR GENERAL CONTRACTORS THAT NO SINGLE VERTICAL CHANGE OF ELEVATIONS EXCEEDS 1/4' INCH. RESPONSIBILITIES. DOOR WASHINGTON SQUARE 6. ALL DIMENSIONS ON PLAN FOR NEW INTERIOR WALL LAYOUTS ARE FROM FIN15HED WALL TO FINISHED WALL UNLESS NOTED OTHERWISE. DOOR TYPE SIZE/LOCATION FINISH- FRAME HDW. H/J THRESH RATING REMARKS HAND ACTIVATED DR OPENING HARDWARE IS REQUIRED TO BE CENTERED 5. TENANT G.G. COORDINATE WITH GRILLE MPGR AND SHALL 9585 SW WASHINGTON 1. PATCH a FIRE STOP G.WB PARTITIONS, IF RATED, AS REQ'D BY LOCAL CODES- NUMBER(1/AI2A MAT. GR. DETAIL DETAIL VERIFY THAT GRILLE INSTALLATION MEETS ALL LANDLORD BETWEEN 30 AND 44 INCHES NIGH. LATCHING AND LOCKING DOORS THAT ARE AND TENANT REQUIREMENTS. HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL HAVE TO BE MOUNT DOOR FOR I'-4' CLEAR AT BOTTOM. OWNER 8. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. DO NOT SCALE- 3'-0' X 1'-0' X 1 3/4' PRE FAB_ - - OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, SQ. RD. , TI ARD, R O C PRE FIN. 4 r7/A1.2A VENDOR TO SUPPLY DOOR HINGES, LOGKSET, f 6. EXIT DOORS SHALL KE OPERABLE FROM THE INSIDE VESTIBULE TO F.R WOOD WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE TRIM. GC TO INSTALL 9. APPROVED FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY LOCAL AUTHORITY. OR EFFORT. PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. 97223 O E REFER TO PTL. _ _ - - - - REFER TO DETAIL 12/Al2A FOR MORE INFO 1. HARDWARE AT SERVICE DOOR SHALL BE BUILDING THE ED EXIT DOFF RS ARE.REQUIRED TO OPERATE AS DESCRIBED ABOVE IN SPACE # D1 1 10. ALL PENETRATIONS OF FIRE RESISTIVE FLOORS OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UL DISPLAY WINDOW TO STOCK STANDARDS FOR THROUGH PENETRATIONS FIRE STOP SYSTEMS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO ALL HARDWARE TO COMPLY WITH ADAAG AND LOCAL HANDICAPPED CODE REQUIREMENTS STANDARD AS WHEN REQUIRED BY THE LANDLORD ALL EGRESS DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE CRITERIA. THE UL LISTING TO THE ARCHITECT. SUCH DRAWINGS SHALL BE AVAILABLE TO ANY CITY INSPECTORS. THE DRAWINGS SHALL BE SPECIFIC FOR EACH PENETRATION "X DENOTES AN EXISTING DOOR ADA 4.13.10 CLOSERS: 15031 WITH ALL VARIABLES DEFINED. 8. G.C. TO UNDER CUT TOILET ROOM DOOR I' TO PROVIDE THE MAXIMUM FORCE TO OPERATE DOORS CANNOT EXCEED 85 L55. FOR HARDWARE SETS AIR FLOW. EXTERIOR DOORS AND 3 LBS. FOR INTERIOR DORS, REQ'D FIRE DORS MAY STORE NO. 11. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADS AND JAM55 AS REQUIRED TO MAKE ASSEMBLY RIGID. REQUIRE UP TO 15 LBS. PRESSURE. THE PRESSURE IS TO BE MEASURED AT 9. REPLACE DAMAGED OR MISSING HARDWARE. REPLACE RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING 12. PROVIDE a INSTALL BROWN PAPER COVERING TO THE STOREFRONT GLAZING DURING MERCHANDISING. SET NO. I SET NO. 2A ('JET NO. 25 SET NO- 3 SET NO. 4 SEI- NO, F2 LOCK CYLNDERS AND PROVIDE TENANT WITH (2)NEW DOORS, COMPENSATION DEVICES OR AUTOMATIC POOR OPERATORS MAY BE KEYS. UTILIZED TO MEET THE REQUIREMENTS. 13. MOBILE SHELvING UNITS WHEN SPECIFIED -PROVIDE A SMOOTH LEVEL FLOOR FOR INSTALLATION OF UNITS. DOOR TO EGRESS: NON-EGRESS DOOR: 11/2 - PAIR OF BUTTS HARDWARE FURNISHED BY 11/2 - PAIR OF BUTTS INSTALL UNITS PER MFG. INSTRUCTIONS AND GUIDELINES. ADVISE PROJECT CONSTRUCTION MANAGER IMMEDIATELY SELF-SUPPORTING D ORSREP4 GE GRILU-CHLES WHEN CYLINDERS ON STOREFRONT 11/2 - PAIR OF BUTTS 11/2 - PAIR OF BUTTS 1 PRIVACY LOCK SET VENDOR, INSTALLED BY Tfs.G. I PANIC HARDWARE SET B DORS a GRILLES WHEN EXISTING AND PROVIDE TENANT ADA ENTRANCES: SHOULD ANY FIELD CONDITIONS IMPACT PROPER INSTALLATION ROLL-UP GRILLE I - LATCH SET 1 - LATCH SET I - WALL STOP 2- STANLEY #F-110 SPRING I - WALL STOP WITH (2)KEYS (BY SECURITY VENDOR) ALL PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES ARE REQUIRED TO BE SHEET TITLE LOADED HINGES 4 I/2' X MADE ACCESSIBLE. A PRIMARY ENTRANCE IS DEFINED AS 'ANY ENTRANCE TO 14. WHEN EXPANSION JOINTS EXIST, TENANT GC TO FURNISH AND INSTALL MOVEMENT JOINTS (UK) LTD 23/W-050 OR EQUIVILANT. I - WALL STOP 1 - WALL STOP 3 - SILENCERS 2 - KICK PLATES A FACILITY, WHICH HAS A SUBSTANTIAL FLOW OF PEDESTRIANS TO ANY SPECIFIC FURNISHED AND 4 1/2' FIN D26 11. LOCKING DEVICE SHALL BE READILY DISTINGUISHABLE INSTALLED BY 3 SILENCERS 3 SILENCERS 2 KICK PLATES I - CLOSER AS BEING LOCKED MAJOR FUNCTION OF THE FACILITY.' HANDICAPPED RECESSED DOORMATS ARE CONSTRUCTION GRILLE POST SIZING CHART SCHLAGES80PD TENANT 2 - KICKPLATES 2 KICK PLATES I - WALL STOP, JUPITER' STOREROOM I - PEEP HOLE REQUIRED TO BE ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIR I CLOSER I CLOSER SATIN CHROME 2. A SIGN SHALL BE POSTED EGRESS SIDE OF BOTTOM TRAFFIC. GRILLE INSTALLER LEVEFUF FIN D26 I WALL STOP, SATIN CHROME RAIL STATING THIS DOOR TO REMAIN UNLOCK WHEN SPACE PLAN HARDWAREE FURNISHED a 15 OCCUPIED. SIGN SHALL BE IN LETTERS 1' HIGH ON A ADA 430 ENTRANCE SIGNS: GRILLE GRILLE OPEN'G GRILLE OPEN'G GRILLE OP£N'G INSTALLED BY Tn.0 CONTRASTING BACKGROUND. ALL BUILDINGS ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY OPEN'G WIDTH WIDTH WIDTH WIDTH I- WALL STOP, IF PHYSICALLY HANDICAPPED PERSONS SHALL BE IDENTIFIED WITH AT LEAST ONE REQUIRED. STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED. TO 12'-0' a LESS 12'-1' a OVER I6'-0' a LESS 16'-1• a OVER BUTTS: IVES STANDARD WEIGHT 5 KNUCKLE WALL STOP: IVES, #401CCV LEVEL I SECURITY SPEC. ENCLOSED MALL STORES: GRILLE OPEN'G HT BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. GRIL10'-0a LESS H55 3'X3•XI/a' HSS 3'X3'X3/16' BEARING HINGES #50BA 4 1/2' X 4 SILENCER: IVES, #SR64 PANIC HARDWARE SET 'B' GRILLE OPEN'G HT PASSAGE SET: SARGENT IOU15 'L' LEVER DESIGN REDUCER STRIP: SEE SILL DETAILS 11220F000F PANNEX EXIT DEVICE -ALARMED/FIRE RATED/AG POWERED a BATTERY BACKUPAl 10'-I' TO 12'-0' HSS 31X31X1/8' HSS 31X31X3/16' PRIVACY LOCK SET: SARGENT 10U65 'L' LEVER DESIGN -IDLI4182800 DOOR LOOP - FOR AC POWER SHEET NO. ■ 0 GRILLE OPEN'G HT -IPSI-100000 POWER SUPPLY (NO BATTERY) GRI a EVER HSS 3'X3'X3/I6' HSS 3'X3'X3/I6' CLOSER: CORBIN RUSSWIN DC6200 SERIES 316B03A4C2 MORTISE CYLINDER - FOOTLOCKER 12'-1KICK PLATE: IVES, 08400-532D-12X34-05 K204FACTRY FACTORY COMBINATION KEY CH TYRONE PROTO RELEASE 9.3- 11/2015 0 00 00 00 o n u u o 0 0^ 0^0 0 0 00 00V o 0 0 o 0 0 °°° ° ° °° ° ° Architect 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 RH SWEERS II 0 0 0 0 0 0 0 0 0 ° ° °° ° ° °° ° PROPRIETOR 0 ° ° 0 ° ° 0 00 C C FF EE DD o ° RH SWEERS ARCHITECT 0 O 000 OQ0 000 O 000° °°° ° ° °° 000 rhs@sweersarch.com 0 0 O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 °°° 0°° °° ° OREGON LICENSE NO.:4014 ° 0 0 0 0 0 0 0 0 0 0 000 0 O G 0 O 00 I ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. Project Coordinator I I I I ' I I TWO ONE TWO 2 45 West 21 st Street, Suite 403 New York, New York 10010 T 212.904.0432 F 212.904.0433 rq F4 J 3 J fd1F � MEP Engineer 10 M-ENGINEERING O TOTA : T 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 1 o LP-19 (614)839-4639 FX: (614)839-2222 M/EMXW F3X4 F ) o F4X2 0o F (M Lighting fc) 10 HENNESSY DESIGN PO BOX 42162 PORTLAND, OR 97242 Os (888)358-6368x101 (503)583-8907 —(— LP-5 10 M/Eta I Consultant p C3 C3 o O6 000 0 LP-13 C2FL TOTAL: TP (18'-0") / 4 (MWC) I 3 Seal I�Tl TOTAL: @�w TU (18'-0") 10 10 C2 R2 0 C3 0 000 00 0 ° C3 I I O I ®� t. ip Fe.9 TOTAL: ' 54$7 5PE ° I ' [L,\P\1131 C2FL Oil I I — I 3 000 (o00) oG q9�`�'v 1 '4 N. 12, C3 O,�OD F.Go�1,P I AW T p I I I LP-17 No. Date Issued By C2 I I01 10-08-14 SCHEMATIC SET FOR C T REVIE 212 D. 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. O T_ 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. 7 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. LP-11 06 10-27-14 ISSUE FOR PERMIT 212 D. 07 12-15-14 ISSUE FOR BID 212 D. 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. LIGHTING PLAN 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. 1/4"=1'-0" Key Plan/Ground Floor MICHAEL KORS 'c y SPACE#G06 JQ 4,523 S.F. DICK'S SPORi1NG SEE SHEET E400 FOR POWER SYMBOL LEGEND ° No"Erom TYPE SYMBOL DESCRIPTION MFR/CATALOG# VOLTS WATTS LAMP TYPE SYMBOL DESCRIPTION MFR/CATALOG # VOLTS WATTS LAMP AMERLUX TRACK MOUNTED 1 LAMP METAL HALIDE AMERLUX (1) CDM20TM/830 M MERCURY 4' INDUSTRIAL CHAIN HUNG (OR SURFACE MERCURY (2) F32T8/730 N B1 INTERIOR ADJUSTABLE ACCENT LIGHT; NARROW CYLT20MMEWTMTG- 120 26 METAL HALIDE, 3000K M/EM MTD WHERE REQ'D.) 2 LAMP T8 OCTRON FLUORESCENT MIET6-2320CT-ELB-UNI 120 64 FLUORESCENT, 3000K SEE SHEET E200 FOR LIGHTING CODED NOTES FLOOD; WHITE (B1 C-CANOPY MOUNT-NO TRACK) 0018CTW 120NFWT 12,000 HRS EMPK SUFFIX FOR BATTERY BACKUP AS REQ'D PER E.E. (EMPK AS REQUIRED) 20,000 HRS Project AMERLUX AMERLUX (2) CDM20TM/830 (2) FI4T5/730 C2FL SEMI-RECESSED 2 LAMP METAL HALIDE INTERIOR CYLSR220MMEWT120- 120 56 METAL HALIDE, 3000K M1 1:1 MERCURY 2xT 2 LAMP 14W TL ACRYLIC LAYIN MERCURY 120 28 FLUORESCENT,3000K MICHAEL KORS ADJUSTABLE ACCENT LIGHT; WIDE FLOOD WFWFWT 12,000 HRS FLUORESCENT 120V ELEC BALLAST, WHITE 34E214T5-9AELBUNI 20,000HRS WASHINGTON SQUARE, SPACE # G06 AMERLUX AMERLUX (3) CDM20TM/830 MERCURY (2) FI4T5/730 C3 SEMI-RECESSED 3 LAMP METAL HALIDE INTERIOR CYLSR320MMEWT120- 120 78 METAL HALIDE, 3000K MERCURY 2x2 2 LAMP 14W T5 ACRYLIC LAYIN FLUORESCENT, 3000K 9620 SW WASHINGTON SQ. RD. M1 F FLUORESCENT 120V ELEC BALLAST WITH FLANGE KIT FK-22 / 120 28 FIELD VERIFY ALL CONDITIONS ADJUSTABLE ACCENT LIGHT; NARROW FLOOD NFNFNFWT 12,000 HRS FK-22 20,000HRS TIGARD, OREGON 97223 ENCORE LIGHTING (2) 50W MR 16 AMERLUX Drawing Title EM [W3 MIRAGE SERIES 2 LIGHT 50W MR]6 CONCEALED ENCORE LIGHTING 120 100 HALOGEN,3000K, R2 [3 SQUARED FIXED LED DOWN LIGHT, WHITE HDL-HP-SD-MWW-NF- 120 20 INTEGRAL LED DESIGN DRAWINGS ARE SCHEMATIC.THIS CONTRACTOR SHALL VISIT THE ADJUSTABLE RECESSED BATTERY POWERED EM LIGHT EMR-12-100-250-TD 2,000 HRS (INCLUDED) 3000 3000K SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING LIGHTING PLAN FIELD CONDITIONS.THIS CONTRACT SHALL INCLUDE ALL LABOR AND EXC/ INVERTER SYSTEMS INC INVERTER SYSTEMS SQUARED FIXED LED DOWN LIGHT, WHITE WITH AMERLUX INTEGRAL LED MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING EXW ® PINNACLE UNIVERSAL EDGE-LIT LED EXIT SIGN, RED PINN-R-SP-CR/WR-1* 120 3.5 LED (INTEGRAL) R2/EM Q EMERGENCY BATTERY BACKUP HDL-HP-S-20-LED-2- 120 20 3000K CONDITIONS. LETTERS, BLADE/ARROWS AS REQUIRED 120 (EM) FLUORSCENT T5, SPECTRUM THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER _ 8W JESCO SLEEK PLUS ADJUSTABLE T5 3-WIRE JESCO SPECTRUM LIGHTING INTEGRAL LED PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE Project No. 13411052 F1 GROUNDED SG5-8/41-W 120 8 4100K, 20,000 HRS R3 INFINIUM SQUARE LED DOWNLIGHT SGE45QLEDOS-21-30- 120 21 3000K DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. (INTEGRAL) ELEC 1/AR02240S-MW Scale: AS NOTED CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER 14W JESCO SLEEK PLUS ADJUSTABLE T5 3-WIRE JESCO FLUORSCENT T5, T2,T4, 1 CIRCUIT COMMERCIAL GRADE TRACK, CON-TECH LIGHTING BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS Date: 02-24-15 F2 GROUNDED SG5-14/41-W 120 14 4100K, 20,000 HRS T6,T8 2/4/6/8 FOOT NOMINAL LENGTHS, LT-2/4/6/8-P,TRACK 120 N/A N/A COST. Drawn By: BDB (INTEGRAL) CONNECTORS AND ACC.AS REQUIRED COMPONENTS AS REQ' FLUORSCENT T5, AMERLUX LED, INTEGRAL BY BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL Checked By: DFG 21 W JESCO SLEEK PLUS ADJUSTABLE T5 3-WIRE JESCO AMERLUX-TRIMLESS FOR GYPSUM BOARD CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS Drawing No. F3 120 21 4100K,20,000 HRS TP-G RECESSSED LINEAR CONTINUOUS LED FIXTURE WITH GRUV1.5-GB-LD-5 120 5/FT MANUFACTURER, FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING GROUNDED SG5-21/41-W (INTEGRAL) OPAL LENS, REMOTE DRIVER AS REQUIRED -4000-120-**-** 4000K CODES,THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE FLUORSCENT T5, ECOSENSE ECOSENSE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY 28W JESCO SLEEK PLUS ADJUSTABLE T5 3-WIRE JESCO TU o 120 12/FT LED, INTEGRAL BY F4 120 28 4100K, 20,000 HRS SURFACE MTD. LINEAR GRAZER WITH ADJST. BRACKET, IOLC-48(12)-35-120-17 MANUFACTURER,4000K APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN GROUNDED SG5-28/41-W INTEGRAL DRIVER, AND ACCESSORIES AS REQUIRED. -10-A-MT-ADJ INTENT. E �201 (INTEGRAL) O°0 °°O °°O °°OO ° ° C °0 00 O O O 0 O O 0 00 0 0 O O O O Architect ° ° ° °° ° ° ° 0 °° ° °0 0 ° ° ° °° RH S WEERS II DD ccC BB AA Z Y ° �o PROPRIETOR GYP BD SOS F:r ° 0 °°° RH SWEERS ARCHITECT O O O O O 10'-0" AFF °°° °00 °°° rhs@sweersarch.com J0 _, O 0 00 00 H.C. FITTING R °_° ° a OREGON LICENSE NO.:4014 GYP BID CLG - ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE 9'-O" AFF 41 DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION P �� OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. .......................................................................................................................................................... Project Coordinator 108 E CLOSET 2 A T. CEILING 2'-0" AFF +SP +SP GYP BD S IT GYP BD SOFFIT G P BD SOFFIT o T W 0 O N E T W 0 7-8" AFF 8'-0" AFF 8'-0" AFF SP 45 West 21 st Street, Suite 403 29 New York, New York 10010 F. T 212.904.0432 F 212.904.0433 0L=7, DF V� o MEP Engineer SP M-ENGINEERING IP PIP GYP BDIP 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 �sP o o O o o o I P o 0 10'-0" AFF (614)839-4639 FX: (614)839-2222 +SP o00 - P o00 P FO P 000 - P 000 P o00 P o00 O00 P 000 o3 1 FO 0070 000 Lighting +SFSP HENNESSY DESIGN ° PO BOX 42162 PORTLAND,OR 97242 } s {ss (888)358-6368x101 (503)583-8907 0 A Consultant a 0 i noo 000 000 000 0 000 000 000 000 000 000 M ❑ �—.. O 0 0 SP Seal +SP +SP +SP +SP +SSP QIP +P SSP MT-2 P o 0 10'-0" AFF +SP MOO000 000 000 FO-070 ® 000 000 000 000 000 O0O OOO ooA IP 0 Lk zP 000 000 000 -� 000 000 000 000 000 000 000 000 000 -� 000P SP SP SP SP S SP SP SP SP GYP BD ♦SP SP+S IP o 10'-0' AFF O 0_05IC 01 10-08-14 SCHEMATIC EVIEW 212 D. P 02 10-15-14 2ND SCHEMATIC SET OR CLIENT REVIEW 212 D. . . .... . . .. . . .. . . . .. . . .. . . .... . .... . . .. . . . . . . .. . . . . . .... . . .. . . .. =4128 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. 104 FITTING RM 101 F.R. VESTIBULE 100 SALES AREA 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. GYP BD CLG GYP BD CLG GYP BD SOFFIT GYP BD SOFFIT GYP BD CLG GYP BD SOFFIT 06 10-27-14 ISSUE FOR PERMIT 212 D. 9'-0" AFF 11 '-0" AFF 12'-0" AF 8'-0" AFF 1 U-0" AFF 8'-0" AFF 07 12-15-14 ISSUE FOR BID 212 D. SPRINKLER PLAN 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. 1/4"=1'-0" 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. 103 FITTING RM GYP BD CLG 9'-0" AFF Key Plan/Ground Floor 107 MANAGER'S OFFICE MICHAEL KORS ACT. CEILING "="=Y SPACE#G06 4,523 S.F. 9'-0" AFF SPRINKLER NOTES: SPRINKLER DESIGN CRITERIA: SPRINKLER LEGEND °&5 SPGRi1NG 1 THE INTENT OF THIS PLAN IS TO INDICATE THE GENERAL LAYOUT OF THE • SPRINKLER SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH NFPA 13 SPRINKLER HEAD LOCATIONS. FIRE PROTECTION CONTRACTOR IS AND APPROPRIATE FM GLOBAL DATA SHEETS TO DELIVER A MINIMUM SYMBOL TYPE RESPONSIBLE FOR THE EXACT LOCATION OF ALL SPRINKLER HEADS AND DENSITY OF 0.15 GPM/SQ. FT. OVER THE HYDRAULICALLY MOST REMOTE TYPES OF HEADS USED. HEAD LOCATIONS TO ALIGN WITH LIGHT FIXTURE GRID, 2500 SQ. FT. FOR RETAIL AREAS AND 0.20 GPM/SQ. FT. OVER THE MOST 4SP SPRINKLER HEAD ADD HEADS AS REQUIRED TO ALIGN TO OWNER'S CONSTRUCTION MANAGER'S REMOTE 3000 SQ. FT. FOR STORAGE AREAS. APPROVAL. 2 FIRE PROTECTION CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL • WHERE STORAGE HEIGHTS EXCEED 12 FT. OR PLASTICS WILL BE STORED, SYSTEM SHALL BE IN ACCORDANCE WITH FP DATA SHEET 8-9. NOW OBSTRUCTIONS INCLUDING: PIPING, STRUCTURAL STEEL, CONDUIT, FEM DUCTWORK, EQUIPMENT AND MISCELLANEOUS ITEMS BEFORE INSTALLATION • FM GLOBAL SHALL BE CONTACTED FOR DESIGN CRITERIA WHERE ROLLING OF SPRINKLER SYSTEM TO AVOID INTERFERENCES. SHELF UNITS OR SOLID SHELF RACK STORAGE IS USED. 3 FABRICATION, ERECTION AND TESTING OF ALL PIPING SYSTEMS SHALL BE IN • ALL PIPING SHALL BE SCHEDULE 40 BLACK STEEL THREADED FOR PIPING 2" FIRE SPRINKLER SYSTEM N® ACCORDANCE WITH OWNERS GENERAL REQUIREMENTS, N.F.P.A.#13, 24,231 & AND SMALLER. 231 C,AND LOCAL CODE&AUTHORITIES. Project 4 FIRE PROTECTION CONTRACTOR SHALL MAKE ALL DRAWINGS, SUBMITTALS, • PIPING LARGER THAN 2"SHALL BE SCHEDULE 40 BLACK STEEL THREADED FIRE SPRINKLER SYSTEM TO BE MODIFIED PER NEW TENANT SPACE DRAWINGS AS REQUIRED BY MICHAEL KORS TEST CERTIFICATE SUBMITTALS AND PAY ALL REQUIRED FEES TO THE OR SCHEDULE 10 BLACK STEEL ROLL GROOVED. STANDARDS AND LOCAL CODES. FIRE SPRINKLER FABRICATION DRAWINGS TO BE SUBMITTED BY TENANT OWNERS INSURING AGENT AND LOCAL AUTHORITIES FOR REQUIRED PERMITS. • THREADABLE LIGHT WALL PIPING SHALL NOT BE USED. FIRE PROTECTION CONTRACTOR TO BUILDING DEPARTMENT BEFORE WORK COMMENCES. REFER TO WASHINGTON SQUARE, SPACE # G06 SPECIFICATIONS FOR PRE SUBMITTAL INFORMATION. 9620 SW WASHINGTON SQ. RD. 5 FIRE PROTECTION CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF • SYSTEM COMPONENTS SHALL BE UL-LISTED AND FM-APPROVED. CONNECTION TO FIRE LINE INSTALLED, LOCATION OF ALL INTERFERENCE'S TIGARD, OREGON 97223 NOT SHOWN ON THESE DRAWINGS,AS WELL AS LOCATION TO INSTALL • SOFFITS WITH 8"OR GREATER DIFFERENCE MUST HAVE ADDITIONAL Drawing Title INSPECTOR'S TEST STATION, HOSE CONNECTIONS AND FIRE DEPT. SIAMESE SPRINKLER HEADS. CONNECTION. FIELD VERIFY ALL CONDITIONS SPRINKLER PLAN 6 LANDLORD APPROVED CONTRACTOR SHALL BE EMPLOYED BY THE TENANT TO • ANY SMALL ENCLOSED SPACES WITH ELECTRICAL EQUIPMENT MUST HAVE MODIFY, INSTALL SYSTEM AND PREPARE CONTRACT DOCUMENTS FOR CODE A SMOKE DETECTOR. AND LANDLORD'S INSURER APPROVALS. DESIGN DRAWINGS ARE SCHEMATIC.THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR • SPRINKLER VALVE MUST BE LABELED AS"SPRINKLER VALVE"WITH TENANT AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS.THIS CONTRACT SHALL INCLUDE ALL 7 ALL WORK SHALL BE SCHEDULED WITH LANDLORD'S FIELD REPRESENTATIVE. NAME AND SPACE NUMBER ON A RED BACKGROUND WITH WHITE LETTERS. LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. Project No. 13411052 O • EXISTING SPRINKLER HEADS MAY BE REUSED/RELOCATED WHERE EXISTING THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR Scale: AS NOTED 8 ALL SYSTEMS SHALL CHARGED AND OPERATIONAL WHEN THE HEADS ARE IN GOOD CONDITION AND MEET ALL CODES AND INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE Date: 02-24-15 CONTRACTOR IS NOT ON THE PREMISES. SPECIFICATIONS. DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE 9 A LANDLORD APPROVED FIRE PROTECTION CONTRACTOR SHALL BE EMPLOYED FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. Drawn By: CAH BY THE MECHANICAL CONTRACTOR TO PERFORM ALL SPRINKLER SYSTEM Checked BY: RD MODIFICATIONS. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH Drawing No. 10 SPRINKLER PIPES FEEDING COVERAGE BELOW STORAGE DECKS ARE TO BE GOVERNING CODES,THE PLANS AND SPECIFICATIONS NOT WITHSTANDING.THE CONTRACTOR SHALL FED BY ROUTING LINES DOWN FULL HEIGHT WALLS AROUND PERMIETER OF ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING DECK. FULL OPEN CLEARANCE OF STORAGE DECK IS TO BE MAINTAINED. CODES AND DESIGN INTENT. ___J sp � i 00 UO O O O O O O O O O 0 O O 0 O ° ° °p °° ° 000 O 0 0 00 0 0 0 °O O O 0 O O O O O O O O O O Architect O O O O O O O 00 RH SWEERS II F °° °° CD OOO 00 0 O 00 O PROPRIETOR 0 0F EE o °O ° C ° U p C O OpO00pRH SWEERS ARCHITECT °° 000 ° ° 00 00 rhs@sweersarch.com 0 0 O p 0 0 0 0 0 ° ° ° ° ° p 0 000 0 0 0 0 0 0 OREGON LICENSE NO.:4014 102 H.C. FITTINGR COU O ° ° ° ° O O° ° O p p p O O O GYP BID CLG ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE B ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE 9'-O" AFF DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. Project Coordinator 2 GYP BD S IT TWO O N E T W O T-8" AFF 45 West 21 st Street, Suite 403 New York, New York 10010 T 212.904.0432 F 212.904.0433 P ® MEP Engineer M—ENGINEERING IP 750 BROOKSEDGE BLVD.WESTERVILLE, OH 43081 106 RESTROOM +SPPP (614)8394639 FX: (614)839-2222 GYP BD CLG '�P o0o -}P o00 Lighting 9'-0'' AFF HENNESSY DESIGN PO BOX 42162 PORTLAND, OR 97242 �s} (888)358-6368x101 (503)583-8907 A Consultant NO o00 ° P Seal 54 +SP +SP +SP P SP dA +S P 0 000 105 STOCKROOM ° OPEN P ® �ROF qs� ° �QL� -EZIP? e 66 o00 +SP o00 ` "A S P j +SP +SP SP o +SPNo. Date ` ssg" By a O0 01 10-08-14 SCHEMATICS ,y iL IEW 212 D. P . .. . . .. . . .... . . .. . . „ , . . „ , , „ . . ..„ . . ., , , 02 10-15-14 2ND SCHEMA C SET FOR TENT REVIEW 212 D. 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 7- 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. 104 FITTING RM 101 F.R. VESTIBULE 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. GYP BD CLG GYP BD CLG 06 10-27-14 ISSUE FOR PERMIT 212 D. SPRINKLER PLAN 9'-0'' AFF 11'-0" AFF 07 12-15-14 ISSUE FOR BID 212 D. 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. L—[103 FITTING RM GYP BD CLG 9'-0'' AFF Key Plan/Ground Floor 107 MANAGER'S OFFICE MICHAEL KORS ACT. CEILING - SPACE#G06 4,523 S.F. 9'-0'' AFF SPORTING . p NO.mmoM N@ Project MICHAEL KORS WASHINGTON SQUARE, SPACE # G06 9620 SW WASHINGTON SQ. RD. TIGARD, OREGON 97223 Drawing Title SPRINKLER PLAN Project No. 13411052 Scale: AS NOTED Date: 02-24-15 Drawn By: CAH Checked By: RD Drawing No. PIiiiiiiiiiiiiiiiiii 0 1 It 0 00 00 00 0 0 0 C Co ° ' ° ° ° ° 0 0 0 Architect 0 0 00 00 0 0 O 0 0 ° 00°O °O O° 1°0 0 0 00 00 i ° ° ° ° ° ° °° RHSWEERSII 0 0 0 ° ° ° °o o PROPRIETOR ° ° ° °° ° O 0 0 C 0 ° 0 RH SWEE RS ARCHITECT ° oN ° °°° °°° °o° °°° ° rhs@sweersarch.com 000 000 00 ° ° ° ° ° ° ° ° OREGON LICENSE NO.:4014 0 0 0 0 0 0 0 0 0 2 - 1"1/2" ° O 000 000 00 O O 0 0 ° 0 0 0 ° 0 0 ° 5202 N o 0 0 0 0 0 0 0 0 0 0 `— ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE PP1 PP1 HSS6x4 POST ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE — — — — — — — — — — — — — — — — — — ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION — — — — — — — — — OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER C = _ _ _ _ _ _ — — — — _ CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. d Project Coordinator 0 0 ° .......................................................................................................................................................... �r IV/z ti o o N 0 o o 1 � 11 1 1/2" N N 1 1/2 r T 4'-8" P3 HSS6x4 POST HSS4x4 POST T W 0 O N E T W 0 3 ALL BASE PLATES TO BE 5/8"THICK 45 West 21 st Street, Suite 403 F7 I 5201 New York, New or 10010 o I I I ALL ANCHORS TO BE 1/2" DIA.x 2 1/2" EMBED T 212.904.0432 F 212.904.0433 HILTI KWIK HUS EZ ANCHORS TYP LINO �29 MEP Engineer o o I I 2B ASE PLATE DETAILS 2M-ENGINEERING I I s2o� I I 1 3/4"=1'-0" 750 BROOKSEDGE BLVD. WESTERVILLE, OH 43081 (614)839-4639 FX: (614)839-2222 Lighting HENNESSY DESIGN I I I I I PO BOX 42162 PORTLAND, OR 97242 I ( ( (888)358-6368x101 (503)583-8907 I I u Consultant II I I I - II I/ o Seal 1 00 II M O I i ® PRC co F ci I I C9 820,01 PE. r I I CRvCC:a � ( B I I I I '.^1 z,zo��c o n I r I CFi(� EXPIRES: 1 I I I I I I I I I III No. Date Issued By 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. I 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. I I a o U ( 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. — — S 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. P2 P1 06 10-27-14 ISSUE FOR PERMIT 212 D. 2'-5 5/8" 07 12-15-14 ISSUE FOR BID 212 D. 1 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. POST BASE FRAMING P LAN 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. 1/4"=1'-0" Key Plan/Ground Floor MICHAEL KORS �"=Y SPACE#G06 I� 4,523 S.F. STOREFRONT FRAMING NOTES DI°CS SPORTING 1. THE FLOOR SLAB ASSUMED TO BE 4"SLAB ON GRADE. NOTIFY ENGINEER OF RECORD OF ANY DESCRIPANCIES 2. VERIFY ALL ELEVATIONS AND DIMENSIONS SHOWN WITH ARCHITECTURAL DRAWINGS R 3. PLAN LEGEND: P1 - DESIGNATES FULL HEIGHT POST: HSS6x4x1/4 NORDSTROM P2- DESIGNATES PARTIAL HEIGHT POST: HSS4x4x1/4 P3- DESIGNATES PARTIAL HEIGHT POST: HSS6x4x i PP1 - DESIGNATES PARTIAL HEIGHT BOXED POST(2)362S162-54 W/362T125-54 TOP & BOT. N� Project MICHAEL KORS WASHINGTON SQUARE, SPACE # G06 9620 SW WASHINGTON SQ. RD. TIGARD, OREGON 97223 Drawing Title FRAMING PLAN Project No. 13411052 Scale: AS NOTED Date: 02-24-15 Drawn By: Checked By: Drawing No. 0 0 0 0 0 0 0 0 0 O O O O O 00 00 O O O O O p Architect 000 O 0 00 O O O G O J O O O O O C C G J O O O O p n p 11 GENERAL STRUCTURAL NOTES RH SWEERS PROPRIETOR 1. GOVERNING k;GDE. ;NTEF;NATIONAL BUILDING CODE, 2012 RH SWEERS ARCHITECT 2. LOADS: rhs@sweersarch.com A. SOFFIT LIVE LOAD)- 10 PSr B. CEILING LIVE '_OAD,- ,5 PSF 00 0 OREGON LICENSE NO.: 4014 C. WIND PRESSURE 25 PSF (IN rEkIOR) D. SEISMIC LOADS BASED ON : SITE CLASS D (ASSUMED) ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE AA Z Y Ss=0.976 S11=0.425 Sms=1.083 Sm 1=0.669 DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE _ _ Fa=1.109 Fv=1.574 SDs=0.722 SD 1=0.446 ARCHITECT.THIS DOCUMENT EI INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER 14'-8 3/8" CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. PP 11 362S 162-43 1 s2o2 AT 16"O.0 BB1 S202 PP1 3. FIELD VERIFY ALL DIMENSIONS PRIOR TO FINAL DETAILING AND FABRICATION. IF Project Coordinator I ANY EXISTING CONDITION IS NOT AS SHOWN, CONTACT A/E BEFORE PROCEEDING 362S162-43 WITH WORK. DIAGONAL BRACES 4. EXISTING STRUCTURE IS ASSUMED TO BE IN GOOD CONDITION. NOTIFY / Q Q STRUCTURAL ENGINEER IF ANY STRUCTURAL MEMBERS ARE FOUND TO BE DAMAGED IN ANY WAY BEFORE PROCEEDING WITH ANY WORK ON DAMAGED E TWO MEMBER. 5. CONTRACTOR SHALL SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS TWO 0 N REQUIRED TO INSTALL NEW WORK. CONTRACTOR IS SOLELY RESPONSIBLE FOR t 45 West 21 st Street, Suite 403 THE SAFETY OF THE EXISTING BUILDING DURING CONSTRUCTION. � New York, New York 10010 P3 6. CONTRACTOR SHALL CONFORM TO ALL MALL-TENANT IMPROVEMENT T 212.904.0432 F 212.904.0433 REQUIREMENTS AND ALL MALL LANDLORD HANDBOOK CRITERIA i ,t a MEP Engineer s2o1 7. SPECIAL INSPECTIONS SERVICES SHALL BE PROVIDED BY A QUALIFIED AGENCY M-E N G I N E E R I N G t I III ON ALL STRUCTURAL STEEL FIELD WELDING, ERECTION DETAILS AND ANY 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 1 I I OTHER ITEMS REQUIRED BY THE LOCAL BUILDING CODE. (614)8394639 FX: (614)839-2222 - - - - - - - __ - _ - - I 29 2 CONSTRUCTION AND SAFETY Lighting S201 1. ERECTOR SHALL PROVIDE TEMPORARY BRACING FOR THE ENTIRE STRUCTURE UNTIL H E N N E SSY DESIGN PERMANENT BRACING IS INSTALLED AND FUNCTIONING AS THE DESIGNED UNIT. PO BOX 42162 PORTLAND, OR 97242 I I 362S162-43 (888)358-6368x101 (503)583-8907 AT 16"O.0 2. THE ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES OF CONSTRUCTION SELECTED BY THE Consultant \ I CONTRACTOR. 3. THE ERECTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF I 3 THE JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. Z0,0 Seal COLD-FORMED LIGHT GAGE STEEL FRAMING -- I 362S162-43 1. SPECIFICATIONS: DESIGN, FABRICATION,AND ERECTION SHALL CONFORM TO THE - GOVERNING BUILDING CODE CITED EDITION OF THE AISI "SPECIFICATION OF THE DIAGONAL PRS / I BRACES o DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS". 05 ��gPlN� X I N 2 STRUCTURAL STUDS, JOISTS, BRIDGING AND ACCESSORIES SHALL HAVE A MINIMUM tv� 82861P 00 1 M YIELD STRENGTH OF 50,000 PSI FOR 16 GAGE AND THICKER MATERIALS,AND 33,000 o - - 00 ( I PSI FOR MATERIALS THINNER THAN 16 GAGE. 80 I \ / 3, CONNECTIONS TO BE FIELD SCREWED WITH#10 SCREWS MINIMUM. 0RECC;4 4. ALL MATERIAL TO BE GALVANIZED COATED IN ACCORDANCE WITH ASTM A525 G-60. `At�fC s2o0 T I TOUCH-UP FIELD WELDS WITH ZINC RICH PAINT. I EXPIRES: 5, HANDLING AND LIFTING OF PREFABRICATED PANELS SHALL BE DONE IN SUCH A MANNER AS TO NOT CAUSE DISTORTION IN ANY MEMBER. TRACKS SHALL BE 3l3 I� SECURELY ANCHORED TO THE SUPPORTING STRUCTURE. STUDS SHALL BE PLUMBED,ALIGNED AND SECURELY ATTACHED TO THE FLANGES OR WEBS OF BOTH UPPER AND LOWER TRACKS. No. Date Issued By ( I 1 6. TEMPORARY BRACING SHALL BE PROVIDED UNTIL ERECTION IS COMPLETED. 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. 5200 7. COORDINATE WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL LIGHT 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. GAGE FRAMING LOCATIONS AND REQUIREMENTS. COORDINATE LOCATIONS AND 03 110-16-14 2ND SCHEMATIC SET(REVISED) 212 D. DESIGN FOR ALL WALL HUNG EQUIPMENT. I I 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. 8. PROVIDE CONNECTIONS, BRACES, BRIDGING AND RUNNER TRACKS (MIN. 14 GAGE, 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. BUT NOT LESS THAN GAGE OF SUPPORTED STUD)TO DEVELOP THE FULL CAPACITY OF THE MEMBERS, PROVIDE CLIPS, CONNECTIONS, STRAPPING FOR TEMPORARY 06 10-27-14 ISSUE FOR PERMIT 212 D. T LATERAL BRACING AND ALL ITEMS NECESSARY FOR COMPLETE INSTALLATION. 07 12-15-14 ISSUE FOR BID 212 D. 00 111,111'7,7//77 7//-/� VIIIII�ZIZIZIIZII-Ile��ZIZIIIII-IZII-llzlllllllI 11- 1 9. PROVIDE AND COORDINATE VERTICAL SLIP CONNECTION TO STRUCTURAL STEEL 1 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. P2 MEMBERS WHERE REQUIRED. P1 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. 10. WINDOW AND DOOR HEADS SHALL BE FRAMED WITH JOIST SECTIONS SUFFICIENT TO CARRY THE WEIGHT OF THE WALL ABOVE AND TRANSFER WINDOW AND WALL LATERAL FORCES TO THE JAMBS. JAMB SECTIONS SHALL CONSIST OF HEAVIER GAUGE STUDS, MULTIPLE STUDS, OR BOTH AS REQUIRED TO PROVIDE LATERAL SUPPORT FOR WINDOW AND DOOR OPENINGS. STOREFRONT FRAMING PLAN 11. ALL FIELD CUTTING SHALL BE PERFORMED WITH A SAW. Key Plan/Ground Floor 1/4"=1 1-011 12, COLD-FORMED LIGHT GAUGE STEEL MEMBERS SHALL BE DESIGNATED USING MICHAEL KORS INDUSTRY STANDARD DESIGNATION AS FOLLOWS: 'r` =Y SPACE#G06 362S162 - 33 4,523 S.F. DEPTH TO 2 DECIMAL PLACES (3 5/8" INDICATED) -E- THICKNESS IN MILS SRS SHAPE OF (20 GA. INDICATED) MEMBER("S" = FLANGE WIDTH TO C-STUD) 2 DECIMAL PLACES (1 5/8" INDICATED) F STRUCTURALSTEEL NO_-.OM 1. STRUCTURAL STEEL SHALL CONFORM TO THE GOVERNING BUILDING CODE CITED EDITION OF AISC"SPECIFICATIONS FOR DESIGN, FABRICATION,AND ERECTION OF STRUCTURAL STEEL BUILDINGS". Ne2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY,AWS D1.1-LATEST EDITION. ALL WELDERS SHALL BE AWS CERTIFIED FOR Project THE TYPE OF WELDING PERFORMED. ALL WELDS SHALL BE INSPECTED BY A QUALIFIED MICHAEL KORS INSPECTION COMPANY. 3. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE WASHINGTON SQUARE, SPACE # G06 SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A-325 OR A-490 BOLTS"AS APPROVED 9620 SW WASHINGTON SQ. RD. BY THE COUNCIL ON RIVETED AND BOLTED JOINTS. TIGARD, OREGON 97223 STOREFRONT FRAMING NOTES 4. STRUCTURAL STEEL MATERIAL: Drawing Title A.ASTM A992 OR BETTER; ROLLED STEEL SHAPES. 1. THE EXIST. MALL BULKHEAD SHALL BE USED ONLY FOR LATERAL SUPPORT OF B.ASTM A36; STEEL PLATES, BARS,AND RODS, UNLESS NOTED OTHERWISE. FRAMING P LAN ANCHOR ESR NUMBERS STOREFRONT FRAMING MEMBERS.THE STOREFRONT SHALL BE SELF-SUPPORTING C.ASTM A500 GRADE B; STEEL TUBES. FOR GRAVITY LOAD AFTER CONSTRUCTION. ANCHOR ESR# 5. WELDING ELECTRODES SHALL BE E-70 OR BETTER, FOR WELDING SYMBOLS WITH NO LENGTH 2. VERIFY ALL ELEVATIONS AND DIMENSIONS SHOWN WITH ARCHITECTURAL DRAWINGS DIMENSION GIVEN,THE WELDING SHALL BE CONTINUOUS BETWEEN ABRUPT CHANGES IN ITW BUILDEX-TEK SCREWS ESR-1976 DIRECTION. WELDS NOT OTHERWISE NOTED SHALL BE 1/4" IN SIZE. Project No. 13411052 HILTI - KWIK HUS-EZ SCREW ANCHOR ESR-3027 3. PLAN LEGEND: � Scale: AS NOTED B1 -DESIGNATES BEAM - HSS14x4x3/8 6. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WELDING TO INSURE THAT WELDING HILTI -XU POWER ACTUATED FASTENER ESR-2269 B2-DESIGNATED BEAM -C10x15.3 DOES NOT START A FIRE OR DAMAGE ADJACENT MATERIALS. Date: 02-24-15 COLDFORMED METAL STUDS-CLARKDIETRICH ESR-2457 BB1 - DESIGNED BOXED BEAM (2)800S162-54 W/362T125-54 TOP & BOT. 7. WELD TO EXISTING JOINTS IN SUCH A WAY AS TO NOT IMPAIR THE STRUCTURAL INTEGRITY OF Drawn By: P1 -DESIGNATES FULL HEIGHT POST: HSS6x4x1/4 THE JOISTS. Checked By: P2-DESIGNATES PARTIAL HEIGHT POST: HSS4x4x1/4 P3- DESIGNATES PARTIAL HEIGHT POST: HSS6x4xi 8. ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED. Drawing No. PP1 - DESIGNATES PARTIAL HEIGHT BOXED POST(2)362S162-54 W/362T125-54 TOP & BOT. Q2 0 00 00 00 O O O 0 00 00 00 00 0 0 o a 00 0 000 0 0 00 O O O O Architect 0 0 0 0 0 0 0 0 0 0 O O O 0 0 O O 00 RH SWEERS II 00 0 4 O O O O ° ° a °° ° °° PROPRIETOR D 0 _ n 00 0 0 00 J 0 O J 0 0 0 600S162-43 AT48"O.0 600S162-43 AT48"O.0 600S162-43 AT48"O.0 '°° 0000 000 RH SWEERS ARCHITECT ATTACH TO EXIST. JST.W/ ATTACH TO EXIST. JST.W/ ATTACH TO EXIST.JST.W/ (2)#12 SCREWS EA. END (2)#12 SCREWS EA. END (2#12SCREWS 000 0 o rhs@sweersarch.com 000 0 a 000 O O O O O O 0 O 0 0 IN OREGON LICENSE NO 4014 + ALL V F xF € .. d ?'! }€�,.r.i j! j 7 ' r��•E TE + ORIGINALWINGS AND WRITTEN AND UNPUBLISHED WORK OF THE APPEARINGAHITECT AND MAY NOTBE ___—__-- -------- 4+ sl 4t !! € ' °_ # X$ lln ,3 �teaA. #a x, --- — --------- DUPLICATED.USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION � �'�: _� �, �� � ��� OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER (4)#10 SCREWS (4)#10 SCREWS Y ��`4 CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. (4)#10 SCREWS Project Coordinator EXIST. STL. EXIST. STL. JST.VIF EXIST. STL. s: JST. VIF ' JST.VIF _ t TWO ONE TWO j�ptr 45 West 21st Street, Suite 403 EXIST. MALL EXIST. MALL EXIST. MALL New York, New York 10010 BULKHEAD BULKHEAD BULKHEAD T 212.904.0432 F 212.904.0433 �Y MEP Engineer M-ENGINEERING 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 (614)8394639 FX: (614)839-2222 11 18GA SLIDE CLIP 1, 18GA SLIDE CLIP " 18GA SLIDE CLIP 362162-43 AT 48 O.0 MIN. (3)#10 SCREWS 362162-43 AT 48 O.0 MIN. (3)#10 SCREWS 362162-43 AT 48 O.0 MIN. (3}#10 SCREWS DIAGONAL BRACES ATTACH W/(3)#10 TYP. EA. CONN. DIAGONAL BRACES ATTACH W/(3)#10 TYP. EA. CONN. DIAGONAL BRACES ATTACH W/(3)#10 TYP. EA. CONN. Lighting SCREWS EA. LEG SCREWS EA. LEG SCREWS EA. LEG ---- ---------- _ HENNESSY DESIGN + «+ -- — T/STL BM. — --- — ---- + -------------- -- _ T/STL BM. + } _ 3 _-- _-- ---____-- _ _ _ _ _-- _-- — ------------- 13'-5 1/4' -----------13'-51/4"AFF 13-51/4"AFF 13'-51/4"AFF (888)358-6368x101 (503)583-8907 ATTACH EA. STUD TO STL ATTACH EA. STUD TO STL ATTACH EA. STUD TO STL Consultant BM.W/(2)#12 SCREWS AT BM.W/(2)#12 SCREWS AT BM.W/(2 #12 SCREWS AT SIDE AND TOP TYP. SIDE AND TOP TYP. SIDE AND TOP TYP. — — STL. BM. SEE PLAN STL. BM. SEE PLAN STL. BM. SEE PLAN -- — — ---- - ---- ---- — -- --- — ----- ----- — ------------ - — ------ — --- — DIAGONAL BRACING SEE 362516213 BRACES DIAGONAL BRACING SEE DIAGONAL BRACING SEE PLAN ATTACH TO EA. AT 48" O.0 PLAN ATTACH TO EA. PLAN ATTACH TO EA. STUD W/(2)#10 SCREWS. STUD W/(2)#10 SCREWS. STUD W/(2)#10 SCREWS. Seal 3625162-43 AT 16"O.0 362S162-43 AT 16"O.0 362S162-43 AT 16"O.0 --------- .+ --------- ---- --------- } ------------ ++ « --- — CONT. 362T125-43 ------------ — -- ++ f+ der 'y 11 pp q --- ---- — — — — ----------- — ------ ------ — � 82861 P_ a O �- I I 0 I 1 0 1 I I 1 0 1 1 p ,, O I'1d:.Cltl 0 1 1 0 1 1 I 1 0 1 1 iQ o c�Y112,t2� 1119 1 1 \ \ \ \ e_l/Y C 1 1 i i EXPlRr,: \ 1 I 0 1 1 0 1 1 I I 1 0 1 1 �{ 1 1 0 1 I 1 1 ° 1 I 1 1 0 1 I 3I3 `S 1 I 0 1 1 ° 1 I 1 1 O 1 1 1 1 O 1 I ° 1 I 1 1 ° 1 1 1 1 0 I , 0 , , 1 1 0 1 1 1 1 0 I 1 1 1 ' o ' 1 1 O 1 I ° 1 1 1 1 0 1 1 1 1 0 1 1 0 1 1 1 1 0 1 1 I 1 0 , ', o , , 1 1 0 1 1 1 1 0 , r, o , , I 1 0 1 1 I I 0 t I ° 1 1 1 1 a 1 1 1 I ° , , ° , , 1 I ° 1 / No. Date Issued By 1 0 I , 0 1 1 1 , 0 1 1 I 1 1 , 1 1 1 1 0 0 1 1 0 1 1 1 1 0 , , O , , I 1 I ° 1 1 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. 1 1 0 ' 0 \ i o ; ; 0 I 02 10 -15 14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212D. 1 1 0 0 0 \ 0 1 1 O ° a 1 t I 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 1 I o , ., 0 1 0 0 ' ' 1 0 1 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. 0 1 I I o o f 1 1 1 01 1 0 I , p 1 1 1 ° a 1 1 a 1 1 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. 1 10 1 0 1 1 ° I I I 1 1 0 1 1 1 , !I ° 1 1 1 1 O 1 1 0 1 I 0 1 1 0 06 10-27-14 ISSUE FOR PERMIT 212 D. 1 I ° 1 , 0 1 1 1 1 0 1 I i 0 I 07 12-15-14 ISSUE FORBID 212 D. 0 1 1 \ i 1 1 1 I 1 O 1 1 o \ o \ ; 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. 0 1 00 1 0 1 a , , a I 1 11 ° 1 02-24-15 BULLETIN#2 PERMIT AMENDMENT#1 212 D. 1 1 0 1 I ° 1 1 , 1 0 1 1 1 1 0 I 1 ° I I I 1 0 1 1 1 1 0 1 I ° 1 1 ( 1 1 ° 1 I 0 1 `1 0 1 1 1 1 0 I 1 O o ° O 0 0 0 0 0 0 OO o I o 0 0 o O 0 0 0 0 0 O ° o I 0 0 ° O 0 O a O O O \\ 0 \\ b \\ Key Plan/Ground Floor0 CONT. BOXED BEAM O O 0 ° 0( ) - MICHAEL KORS W/362T125-54 T&B ( 0 0 . Y SPACE#G06 0 3/16 2-12 0 0 4,523 S.F. 0 0 0 O I O ° I 0 _ 0 _ _ o ° SEE 1lS200 FOR a,cxs ATTACH W/(2)0.145"0 FRAMING INFORMATION PAF AT 16"O.C. CONT L6x3 1/2x3/8 LLV NIT L9 R ---- Tn. NOROSTRO CONT. L8x4xl/2 LLV W/1/20 x 2 1/4" EMBED HILTI KWIK HUS-EZ ANCHORS AT 12"O.C. N(@ Project STOREFRONT AT DISPLAY STOREFRONT AT ENTRY STOREFRONT AT DISPLAY MICHAEL KORS 3 3/4"=1'-0" WASHINGTON SQUARE, SPACE # G06 9620 SW WASHINGTON SQ. RD. TIGARD, OREGON 97223 Drawing Title STOREFRONT SECTIONS Project No. 13411052 Scale: AS NOTED Date: 02-24-15 Drawn By: Checked By: Drawing No. A Architect RH SWEERS II 600S162-43 AT 48"O.0 PROPRIETOR ATTACH TO EXIST.JST.W/ (2)#12 SCREWS EA. END RH SWEERS ARCHITECT 110 rhs@sweersarch.com OREGON LICENSE NO.:4014 Oil 110 II II O 1 I 1 I� ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE O I I 110 DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE O I I 1 1 O ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. I I Project Coordinator I I I I EXIST. STL. JST.VIF I I I I EXIST. STL. JST.VIF 3/4"0 A325 THRU BOLT 3/4"0 A325 THRUBOLT IN IN VERT. SLOTTED HOLE T W 0 O N E T W O VERT.SLOTTED HOLE EXIST. MALL i EXIST. MALL EXIST. MALL 45 West 21st Street, Suite403 BULKHEAD i BULKHEAD TMP BULKHEAD I I TMP' 1/4 1/4 ; ; New York, New York 10010 T 212.904.0432 F 212.904.0433 I, ,I 'I 1' MEP EngineeSTIL. BEAMr TYP EXIST. C10 GIRT I i TYP SEE PLAN ,� -ENGINEERING EXIST.C10 GIRT ATTACHED I I 3/8 x3"x11-011 MSHEAR 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 I TAB EA. END (614)8394639 FX: (614)839-2222 TO EXIST. COL.AT Y/28 AND 6 TYP I I STL. B Y/29 SEE PLAN 6 1/4 TYP L6x4x3/8 EA.SIDE OF POST i i SEE P N 1/4 TYP I I Lighting L6x4x3/8 EA. SIDE OF POST 0 T/STL BM. TMP. 1 T/STL BM. _______ T/STL BM. H E N N E SSY DESIGN ------------------------ ----- — -- 13'-5 1/4"AFF 1 1/4 I 13'-5 1/4"AFF -- 13'-51/4"AFF 1 1 I PO BOX 42162 PORTLAND, OR 97242 I (888)358-6368x101 (503)583-8907 I I 1 I I I I -------- Consultant TYP. 1/4 _ STL. BM. ------------------------------- — — lie III SEE PLAN i i 1/4 1/4 TYP STL. BM. SEE PLAN EXIST. STL. I I Bp H 1/4 2112 1/4 CANT. STL. COL..VIF i i STL. BEAMS SID ES 1/4 21/2 BM.SEE PLAN i i SEE PLAN Seal 1 I 1/4 I I I I I I 5/8 x 5"x 0'-6" 1 I 1 1 0 1 1 1 1 0 1 1 82861 P 1 1 a ( I 1 1 0 1 1 0 ., w " , I , 1 0 1 1 I 1 1 0 1 1 1 1 0 1 1 0 1 1 0 CAP PL. I I I 1 1 0 1 1 1 1 ° 1 1 1 1 0 1 1 0 1 1 1 1 0 1 1 1 1 0 i i 0 0 0 ( 1 1 1 0 1 1 1 1 0 I 1 1 1 \ 0 1 1 \ 1 I 0 I 1 0 0 \ 00 i i C2 CCi�� , ( o i i i i o � � _ ..2 A3(rG�0 0 o 0 0 o 0 o° Vq e j. 1 I 1 ( 1 1 o o 0 0 ' EX3P(lI R�ES)1: If o 0 0 0 1 0 SEE PLN STL. POSTSTL. POST STL. POS ° 1 I ' ' 0 0 SEE PLAN SEE PLANo SEE PLAN 1 0 0 1 1 ° , 1 1 o I 1 1 1 0 1 I 1 1 0 I I 1 1 0 I 1 1 1 0 1 1 - 1 1 0 I 1 0 1 1 1 1 0 1 1 ° I I O , , , ° , , No, Date Issued By 1 I 0 I , 1 I 0 1 1 1 1 0 1 1 1 1 0 \ , , 1 1 0 1 1\ 1 1 a 1 I\ 0 \ I , , 0 \ I 0 \ ( 01 10-0814 SCHEMATIC SET FOR CLIENT REVIEW 212 D. 0 I I 0 0 ; 1 1 ° I I I I 1 ° 1 1 I 1 1 ° 1 1 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. 1 I 0 I I 1 1 O I 1 1 1 0 1 1 1 I 0 I ( 1 1 o I 1 1 1 0 1 I 0 i 0 1 1 0 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 0 i i 0 0 ; 1 1 ° 1 1 ° 1 I 1 1 ° 1 1 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. 1 I 0 I I 1 1 0 1 I 1 I 0 1 I 1 ' ° I I ' ' ° ' ' ' 1 ° 1 ' 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. 1 1 0 I , I 1 0 1 I 1 1 0 I I 1 I O I I 1 1 0 1 1 1 1 0 1 1 I I 0 I 0 ( 06 10-27-14 ISSUE FOR PERMIT 212 D. 1 1 k- 1 1 o I I I 10 00 11 11 ( 07 12-15-14 ISSUE FORBID 212 D. 0 0 0 0 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. 1 1 o I I 1 1 0 I I 1 1 0 1 1 1 1 o I I I - 1 0 1 I I 1 0 1 1 1 1 0 I , I 1 0 1 1 I 1 0 1 1 0 I I 0 I 0 02-24-15 BULLETIN#2-PERMIT AMENDMENT2 D. ° I I 0 ° o \ I I \ 0 o 0o 0 0 0 0 0 0 0 o o 0 0 0 0 o o 0 ° °o 0 I ° \ ° ° ° ° BASE PLATE ° BASE PLATE I BASE PLATE Key Plan/Ground Floor 0 0 ANDANCHORS o AND ANCHORS i 0 0 0 MICHAEL KORSSEE 1/S100 0 SEE 1/S100 SEE 1/S1000 ° , SPACE#G06 o o I 4,523 S.F. pq °"1" NON-SHRINK 1"NON-SHRINKI 1"NON-SHRINK FNI'l SPoRTN° GROUT TYP. — GROUT TMP. i I GROUT TYP. I I" V1 I 1 I 1 1 I 1 I 1 9 NORDSTROM N® �Fl OST FRAMING END POST FRAMING 3ENDOST FRAMING Project 3/4"=1'-0MICHAEL KORS 11 3/4"=1'-0113/4 -0 WASHINGTON SQUARE, SPACE # G06 9620 SW WASHINGTON SQ. RD. TIGARD, OREGON 97223 Drawing Title STOREFRONT SECTIONS Project No. 13411052 Scale: AS NOTED Date: 02-24-15 Drawn By: Checked By: Drawing No. O OG 00 000 O O O GO C O O O O O O O O O O CO 0 007 O O 00 J O O O O 0 ° ' ° Architect RH SWEERS II 600S162-54 NESTED 0 0 0 o o°O o) ° ° w/60oT150-54 ATTACH To ° 0° PROPRIETOR EXIST. JST.W/(2)#12 SCREWS ° RH SWEERS ARCHITECT 18GA CLIP ANGLE W/(3)#10 000 000 O O 00 00 SCREWS EA. LEG TYP. 0 0 0 ° 0 0 0 0 0 0 rhs@sweersarch.com 7..." 0 000 000 00 0 0 O O°° O° ° .° 0 °° OREGON LICENSE NO..4014 o ° ,gig` �: • ,. :;rr� �� . ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ++ - + , ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER ' CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. Project Coordinator TWO ONE TWO 45 West 21st Street, Suite 403 New York, New York 10010 CONT. 362S162-43 T 212.904.0432 F 212.904.0433 AT MID-SPAN MEP Engineer M-ENGINEERING ATTACHED BOXED BEAM 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 TO POST W/800T150-68 (614)8394639 FX: (614)839-2222 18GA SLIDE CLIP USING (4)#10 SCREWS EA. DIAGONAL BRACES TYP. EA. CONN. 362162-43 AT 48"O.0 ATTACH W/(3)#10 MIN. (3)##10 SCREWS FLG.AND DVBL.AT WEB Lighting SCREWS EA. LEG HENNESSY DESIGN r� ------------------ PO BOX 42162 PORTLAND, OR 97242 +• ___ • •+ _____ -------- T/STL BM. T/STL BM. OL 13'-51/4"AFF 13'-51/4"AFF (888)358-6368x101 (503)583-8907 Consultant ATTACH EA. STUD TO STL BM.W/(2)#12 SCREWS AT _ — — - BOXED BM. po- All— --- + ---- -- —+ -------- SIDE AND TOP TYP. SEE PLAN DIAGONAL BRACING SEE BOXED BM. PLAN ATTACH TO E.A. 0SEE PLAN Seal STUD W/(2)#10 SCREWS. — ------------ — — — + 362S162-43 BOXED POST ++ ,+ ++ ++ ++ AT 16"O.0 SEE PLAN ----- V-0 pno 3625162-43 BRACES - q� -- — let O O O , , O , , 0 0 OO I o i 0 i ° ° 0 ° 0 i i I o i i I ( RECO d 0 i i o i i I ��� 1._,`( Y ° L A�. O O O 0 i i 0 EklrrtE�i: 1 �� O i i ° Fi OO 0 0 j 0 I 0 I 0 i G j 0 I O I OO ° O ° ° No, Date Issued By o O I 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. 00 O O O O O 02 10-15-14 2ND SCHEMATICET FOR CLIENT REVIEW 212D. 0 0 0 I 0 I 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. OO 0 I 0 I 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. 0 0 0 0 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. OO 0 O 06 10-27-14 ISSUE FOR PERMIT 212 D. ° 0 0 G 07 12-15-14 ISSUE FOR BID 212 D. O ° f 0 i 0 ; I 1 01-26-15 ISSUE FOR CONSTRUCTION BULLETIN#1 212 D. 0 0 0 I 0 i 02-24-15 BULLETIN#2-PERMIT AMENDMENT#1 212 D. ° ( O o i o 0 i OO 0 0 o G ° o O 0 G G OO O OO 0 I 0 GO 0 I 0 I Key Plan/Ground Floor GO 0 0 MICHAEL KORS O O JC:Go n y SPACE#G06 0 0 f� 4,523 S.F. CONT. 362T150-68 W/1/4 o SEE 1/S200 FOR o 362T250-68 NESTED TO FORM "0 x 1 5/8"EMBED HILTI FRAMING INFORMATION - POST BASE ATTACHED W/3/8 °'R"S SP kS RTWG KWIK HUS EZ AT 16"O.0 -- "0 x 2 1/2"EMBED HILTI KWIK HUS EZ ANCHOR (2)##10 SCREWS EA. FACE NORDSTROM N& STOREFRONT AT DISPLAY END POST Project MICHAEL KORS WASHINGTON SQUARE, SPACE # G06 9620 SW WASHINGTON SQ. RD. TIGARD, OREGON 97223 Drawing Title STOREFRONT SECTIONS Project No. 13411052 Scale: AS NOTED Date: 02-24-15 Drawn By: Checked By: Drawing No.