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Plans ( 1 ) PERMIT (2) SETS OF Pl -.J, A. -..&- S BUP2014 - 00259 Architect RECEIVED RH SWEERS 11 PROPRIETOR NOV -42014 RH SWEERS ARCHITECT CITY OF'TIGARD rhs@sweersarch.com BUILDING DIVISION OREGON LICENSE NO.:4014 T NANT IM ROV M NT WORK FOR ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE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 OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER CM OF 1 I(,ARD CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. E�IEV=FOR CODEvCOMPLIANCE Project Coordinator Approved: [ta' OTC: I Permit#: f" -(f0�,� Address: L52C��� Suite#: nC=- lit By: Date: ( 7 T W 0 O N E T W 0 t100 /15 - 45 West 21 st Street, Suite 403 OFFICE COPY New York, New York 10010 t T 212.904.0432 F 212.904.0433 T MEP Engineer M-ENGINEERING LIFESTYLE 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 (614)839-4639 FX: (614)839-2222 Lighting HENNESSY DESIGN PO BOX 42162 PORTLAND,OR 97242 (888)358-6368x101 (503)583-8907 WESTFIELD WASHINGTON SQUARE SPACE # G06 Consultant Seal ARCHITECT: RH SWEERS 11,PROPRIETOR RH SWEERS ARCHITECT. THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE 9620 SW WASHINGTON SQUAR RD CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. CITY OE TIGARD ���D � ' 41 Approved by Planning Date: 11 -I o •-t` TIGARD OR 97223 � II y Initials: a(-, 00.0 ' No l a,xd- U.iC v-e u e-W • Ks • , ,1 �O OF Ogg 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. 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. ALL CODES AND STANDARDS THAT HAVE JURISDICTION 10. CONTRACTOR SHALL REFER TO GENERAL NOTES AS A000 COVER SHEET CODE REVIEW INFORMATION BUILDING DEPARTMENT DATA IN THE STATE OF OREGON AND THE CITY OF TIGARD. DESCRIBED ON EACH DRAWING SHEET AND A001 RESPONSIBILITY AND FINISH SCHEDULES 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. JCPenney 2. ALL REQUIREMENTS AND REGULATIONS PERTAINING TO INCORPORATE AS A PART OF THIS SCOPE OF WORK. _ - __. _ ..__.._._ IIU,Sd55F APPLICABLE CODES: ALL WORK DONE UNDER THIS CONTRACT THE CONSTRUCTION/RENOVATION WORK DESCRIBED A002 DOOR SCHEDULE ___._.__.__. _._..._..__� .... .__._.__ ._,.m.,___.._ _._- _ ._ __ _._ "___. _ 03 10-16-14 2ND SCHEMATIC SET REVISED HEREIN SHALL COMPLY WITH ALL APPLICABLE FEDERAL, THE HANDICAPPED AND OSHA MUST BE 11. ABSOLUTELY NO SUBSTITUTIONS WILL BE ALLOWED, A003 ADA COMPLIANCE AND STANDARDS 212 D. SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, .....""..."....."............................__._.._...._ ._.".__" .._..._.. ..._.._. ,..."",_ __...._..____.__"_._..,"._.....__.__._____._....._..._........._.__,_....:.""..._...."...__..,_._._._.______ ._,.""... STATE AND MUNICIPAL BUILDING CODES AND INCORPORATED IN THE WORK EVEN THOUGH THEY UNLESS APPROVED BY THE ARCHITECT OR OWNER IN A004 EGRESS PLAN___ 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. DRAWINGS & CONSTRUCTION CRITERIA OF THE LANDLORD, MAY NOT BE LISTED INDIVIDUALLY AND SEPARATELY IN WRITING. ---- � -� � - --"--- -----�--- --�----- -----�-�--_---� -�-�--_ ... ..____..... __..___.._.... ._.. _... AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, REPRESENTS: A100 DEMOLITION PLAN A. NO CHANGE IN USE EITHER THE DRAWINGS OR SPECIFICATIONS. 12. IT IS THE RESPONSIBILITY OF THE GC TO CONTAC ALL MK A100.1 DEMOLITION PLAN -MEZZANINE 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ___._ ._.... ........._._._........__.__.____._____.._..__._..._._._._._..______-_.. .._._.._. _.._.-... _ ...._-_-... ._.__------..__..__._ DICK'S B. NO CHANGE IN OCCUPANCY 3. THESE GENERAL NOTES SHALL APPLY TO ALL DRAWINGS DESIGNATED VENDORS TO COORDINATE DELIVERY A100 2 BARRICADE PLAN AND ELEVATIONS SPORTING `- � ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY _ _.......... ____._. 06 10-27-14 ISSUE FOR PERMIT 212 D. SUCH AUTHORITIES SHALL BE PERFORMED BY THE TENANT'S C. NO CHANGE IN EGRESS AND GOVERN UNLESS OTHERWISE NOTED OR AND/OR INSTALLATION OF OWNER FURNISHED ITEMS AT A101 CONSTRUCTION PLAN SPECIFIED. THE START OF PROJECT. .... ___._._...__ __._. _.. .."___. .._------ __. CONTRACTOR.ALL PERMITS AND LICENSES NECESSARY FOR THE A101 1 DIMENSIONED CONSTRUCTION PLAN "- 4. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AT 13. MICHAEL KORS, INC. WILL NOT BE RESPONSIBLE FOR EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY l.TENANT AREA:4,523 SQUARE FEET. ' ��A102 _ "REFLECTED CEILING THE JOB SITE PRIOR TO SUBMISSION OF BIDS. COMPARE ADDED FREIGHT CHARGES FOR GC'S FAILURE TO THE TENANT'S CONTRACTOR(S). APPLICABLE CODES INCLUDE, A102.1�»"»""���DIMENSIONED REFLECTED CEILING PLAN 2.STORIES: ONE STORY BUILDING. LEASED AREA AT 1ST ARCHITECTURAL DRAWINGS WITH MECHANICAL AND ARRANGE FOR PROPER DELIVERY AND INSTALLATION " "" `"m`""`-----"""""`"`"""" BUT ARE NOT LIMITED TO THE FOLLOWING: A103 POWER/DATA PLAN ELECTRICAL DRAWINGS,AND REPORT ANY OF MK FURNISHED ITEMS. LEVEL A104 _FIXTURE PLAN J DISCREPANCIES TO THE ARCHITECTS. NO INFORMATION 14. GC TO REPORT MISSING OR DAMAGED ITEMS TO MK THE MOST CURRENT O F THE FOLLOWING -- .........". . _...._-______._..-_.__._..."__- � 3. CONSTRUCTION TYPE:2-B FULLY SPRINKLERED OR DETAILS ON THE DRAWINGS OF THIS PROJECT MAY CONSTRUCTION PROJECT MANAGER AND VENDOR �"""""""--""""---�"-- �-•��"•""•-"••----�•-..._._-_...-._....-___..."..__.- � ( ) .. A200._.._..W..._._ INTERIOR ELEVATIONS _ _."..._.. _.__,.-....,_-.,.......".._"._..".-._._._-..-_."-......_._._._._._____-....._............._..",_.___"___....».._................ "......_. BE USED WITHOUT THE WRITTEN PERMISSION OF THE WITHIN 48 HOURS OF RECEIPT. .. "'"" A201 INTERIOR ELEVATIONS BUILDING : 2014 OREGON STRUCTURAL 4.STOCKROOM WALL RATING:STORAGE ROOMS OVER ARCHITECTS. 15. MICHAEL KORS, INC.WILL NOT BE RESPONSIBLE FOR �20 ".......... ""..............."._..-....".....,.- ."_"..... ...,-..,_."__ "__.-..._ ...,... _-.___... »_.__-.....____... ._ _ _.._.._...._,""_...._._,...-.__ _."..... ...-..-.................. .. A202 -" FITTING ROOM PLANS & ELEVATIONS SPECIALTY COD 009 ni ......".................................................._._.... ...."._. _.....,...,.-.....,..__..,-....--._.,- »..."., -..W_.-.._ .......-....-..-....,-...-....,....-...-.-..-._.-.....".-....-..................--_--.......... - ......." E (2 IBC) 100 SQ/FT, 1 HOUR FIRE RATING OR PROVIDE AUTOMATIC 5. DO NOT SCALE DRAWINGS... LOST OR DAMAGE ITEMS IF NOT REPORTED WITHIN THIS A203 ARA RESTROOM PLAN, ELEVATIONS AND SCHEDULES _ FIRE EXTINGUISH SYSTEM. b. UNLESS OTHERWISE SHOWN OR NOTED, ALL TYPICAL TIME FRAME. .. ..-..". "....--- -"..-------•---_.W .....-".. ..,,.,..............._._.____--....._.._.-... A204 � ��� BOH FIXTU"RE PLANS 8� ELEVATIONS ���"" DETAILS SHALL BE USED WHERE APPLICABLE. 16. GC TO PROVIDE 3 COPIES OF OPERATING AND .............................................................................................................................................................9................................................................................................................................................................................- Ke Plan/Ground Floor OT _ MECHANICAL: 2014 OREGON MECHANICAL ( ) A205 STOCKROOM INTERIOR ELEVATIONS y NORDSTROM ALL DETAILS SHALL BE CONSIDERED TYPICAL AT SIMILAR MAINTENANCE MANUALS OR FU NI H D E UIP .................................................................................................................................................................................................................................................................................................................................................... ,BO.000SF SPECIALTY CODE (2009 IMC, 2009 IFGC) 5. OCCUPANCY GROUP: 7. F R S E Q MENT A206 PE CLOSET ELEVATIONS GROUP M (MERCANTILE). NO CHANGE IN OCCUPANCY CONDITIONS. AT PROJECT CLOSE OUT. ........................................................................................................................................................................................................................................................................................................................................ MICHAEL KORS ( ) A300 STOREFRONT PLAN, ELEVATION & DETAILS JCPenney 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 A301 STOREFRONT PLAN, ELEVATION, COMPLETE S.F. ELEV. & DETAILS 4 523 S.F. SPECIALTY CODE (2009 UPC) SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR FURNISHED EQUIPMENT AT PROJECT CLOSE OUT. .............................................................................................................-....................-...................-...............-....___...-.-........ ............................ KEY PLAN A302 STOREFRONT SECTIONS THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY 18. GC TO MAINTAIN SITE SUPERVISION UNTIL STORE ............."."....""................................................................T.................."...".N.............................................................................................................................................................................................................................. ELECTRICAL: 201 1 OREGON ELECTRICAL 6. OCCUPANT LOAD (PER IBC TABLE 1004.1.2): A303 STOREFRONT SECTION DICK'S SPECIALTY CODE 201 1 ALES FLOOR (MERCANTILE):3,241 SQUARE FEET OF THE PERSONS & PROPERTY AND FOR ALL OPENING. .........X304 STOREFRONT DETA(LS.................................................................................................................I.........................•.............................•..................... ......................... ( NEC)) SPORTING ' INDEPENDENT ENGINEERING REVIEWS OF THESE 19. GC MUST ADHERE TO LUS CONSTRUCTION ......................................................................................".""."............"..................................."".............."".."................................................................................................................................................................................... MICHAEL KORS OCCUPANT LOAD FACTOR 30 SF PER OCCUPANT X305 STOREFRONT DURATRANS FIXTURE DETAILS N CONDITIONS.THE ARCHITECTS OR ENGINEERS JOB SITE REQUIREMENTS AND REGULATIONS DURING BID & ................................................................................................................................................................................................................................................................................................................................................. SPACE #G06 ENERGY CODE: 2014 OREGON ENERGY EFFICIENCY 3,241 SF/30= 109 OCCUPANTS Q X400 PARTITION TYPES & FRAMING DETAILS AREA 4,523 S.F. SPECIALTY CODE (2009 IECC) REVIEW IS NOT INTENDED TO INCLUDE REVIEW OF THE CONSTRUCTION PHASES. ............................"..............,..__.,.................."...............................................................................................................................".............."............................_................................................................"............................ ... FIRE CODE: NFPA CURRENT EDITION STOCK ROOM (MERCANTILE STOCK): 1,282 SQUARE FEET ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. q OCCUPANT LOAD FACTOR 300 SF PER OCCUPANT MECHANICAL SITEMAP 1,282 SF /300= 5 OCCUPANTS ................................................................."."..."...."....................."..........._......................................................................."..................................................................._........-...................."""................................................... 5 GENERAL NOTES ........M1"00.......................MECHANICAL,PLAN .. ............................................................................ ..................... ................................... ................... M101 ........._....._ MECHANICAL PLAN-(CONTINUED.)........ ......._.. ......................._....._................_.........................._.............. ...............-.._..................................... NORDSTROM SCALE: N.T.S. ACCESSIBILITY CODE: 2014 OREGON STRUCTURAL SPECIALTY TOTAL OCCUPANCY LOAD : 1 14 OCCUPANTS 2 .. .... ......................... M200 MECHANICAL SCHEDULES AND SCHEMATICS .;,,. y ....., CODE-CHAPTER 1 1 TOTAL # OF EMPLOYEES :5 SCALE: N.T.S. ..........M300.......................MECHANICAL SPECIFICATIONS........................... .._...................................._.....................-_..............................-......__.......__.................................._...-. 7. EXIT ANALYSIS: MINIMUM OF ONE MEANS OF EGRESS ARE REQUIRED LANDLORD CONTACT OWNER MEP ENGINEER ELECTRICAL N WHERE NUMBER OF OCCUPANTS IS LESS THAN:30 (STORAGE AND STOCK ROOMS) AND 50 (RETAIL SALES TENANT COORDINATOR CONSTRUCTION PROJECT MANAGER PROJECT MANAGER ,,,,,,,._E,100,,,,,,,,,,,,,",,,,,,,,,,»P POWER PLAN_"„_„",,........."..".»."...,.»....._....»...».».".".,..".."»..»».........,_..._,,..»,.:.,",_,._»..,,.,...,,..»...,,,,........".,"""".", "._".,.,"..,.,""....".....".."....".._."......,...".,... POW_ER PLAN_ CONTINUED »"_"„"" "....."". "............"..._"_."....). »..." . ..»»..._...»...-....»., ».,....,_�._._».," """..._..."._.""..._."....."..."......". .»_. _ Project E 1 ,l 2ND FLOOR V ,�. ) GLENN DIVINCENT CRAIG HOUSEHOLDER LiG TIN ���� " ....-.._E200, . "". H G PLAN _. "---.----- ..,",........:..",.... EXITS REQUIRED (2), PROVIDED (2). ERIC FONG E201 LIGHTING"PLAN CONTINUED r 'z£ JURISDICTIONAL AUTHORITIES EXIT THRUENTRY:8-0 MACERICH MICHAEL KORS M-ENGINEERING, INC. E300 ELECTRICAL SCHEDULES AND SCHEMATICS t O � 401 WILSHIRE BLVD.,SUITE 700 1 MEADOWLANDS PLAZA 750 BROOKSEDGE BOULEVARD E400 ELECTRICAL SPECIFICATIONS WASHINGTON SQUARE, SPACE # G06 W OCCUPANT SERVED SANTA MONICA CA 90401 V _. .,,.. .".. ",_.....,,.,__.._...."""...... , .., __._._"...._.._-__. ."," ., ...-_...........................".".-.__...""".....__............ CITY OF TIGARD BUILDING DIVISION EGRESS WIDTH PER O EAST RUTHERFORD, NJ 07073 WESTER ILLE, OH 43801 USE GROUP M:0.2 INCHES PER OCCUPANT FOR EGRESS TEL: (310) 899-6655 PERMIT CENTER BUILDING (201) 812-2584 TEL: (b 14) 839-4639 PLUMBING 9620 W WASHINGTON RD. (862) 926-9939 (FAX) FAX: (614) 839-2222 TIGARD OREGON 97223 ��";•-': .�%>'�:�'� <•;<<#�<�' > '"` 13125 SW HALL BLVD., COMPONENTS OTHER THAN STAIRS. TIGARD, OR 97223 REQUIRED: 114 OCCUPANTS X 0.2"= 23" glenn.divincent@michaelkors.com chouseholder@mengineering.us.com � � P100 ..... PLUMBING PLAN , .......................................................................................................................................................................................................................................................... Drawing Title ,,, Rff :: %s:.'" " ''°<;:3< ', • <" �% 8. PLUMBING FACILITIES: SCOPE OF WORK: (1) WATER COOLER PROVIDED PROJECT COORDINATOR SPRINKLERS COVER SHEET ,, . ..... PROJECT MANAGER OF STORE DESIGN ................................................................................................................................................................................................................................................................................................................................................... NEW INTERIOR FINISH OF RETAIL SPACE IN EXISTING RETAIL SPACE *MALL PUBLIC RESTROOM FACILITIES LOCATED APPROX. & DEVELOPMENT PROJECT LOCATION "` r ..,: SP100 SPRINKLER PLAN E I I III TO INCLUDE NE PART ON ALLS, NE CEILING AND WIRING, 290 FROM LEASE SPACE. BRAD MCKINNEY PROJECT MANAGER .SP.101 SPRINKLER PLAN CONTINUED W MODIFICATIONS TO EXISTING I . .....................................................................(.....................................)................................................................................................................................................................................................... 1�I NEW SIGNAGE, N MECHANICAL MARIO PEREZ DUCTWORK, PLUMBING,SPRINKLER, ELECTRICAL SYSTEM & FIRE (1) ADA RESTROOM PROVIDED MICHAEL KORS >>~"�%�i>%��_'.• PROTECTION SYSTEM AND NEW STOREFRONT GLAZING SYSTEM AND TWO ONE TWO DESIGN 11 WEST 42ND STREET SHELVING Project No. 14933 FINISHES. <: NEW Y RK, N ................................................................................................................................................................:................................................................................................................................................................................... <<y 45W 21ST STREET,SUITE 403 SH-1 RIVET STYLE STEEL STORAGE RACK DETAILS Scale: AS NOTED 1. REMOVE EXISTING TENANT'SPARTITIONS, MILLWORK, (646) 653-7468 i1B STOREFRONT, LIGHTING, PLUMBING, FIXTURES, ECT.AND UNDER SEPARATE PERMIT APPLICATION: NEW YORK, NY 10010 ,;. l„ (646) 354-4710 (FAX) Date: 10-27-14 N PREPARE AREA FOR NEW WORK. • AUTOMATIC FIRE SPRINKLER PERMIT TEL: (212) 904-0432 FAX: (212) 904-0433 Brad.McKinney@MichaelKors.com Drawn By: P.N./S.R. 2. PATCH, REPAIR AND PAINT ALL EXISTING WALLS. • FIRE ALARM PERMIT 3. INSTALL NEW STOREFRONT, PARTITIONS, CEILING, LIGHTING, . mario@twoonetwodesign.com SIGNAGE PERMIT Checked By: M.P./G.O. A ' RESTROOM, AND MILLWORK PER MICHAEL KORS DESIGN. MIA 4. INSTALL NEW FLOORING AND FINISHES. Drawing No. LOCATION MAP BUILDING DEPARTMENT DATA 4 PROJECT DIRECTORY DRAWING INDEX 6 3 1A- 000 SCALE: N.T.S. N.T.S. 1) ALL METAL STUDS TO BE CEMCO I.C.B.O. "3403-P 3 5/8" x SEE SLIP CONNECTION DTL 2/ 11 25 GA. AT 16" O.G. THROUGHOUT STORE AND 3 5/8" X 25 h 32'-8" A.F.F. / �• GAUGE AT 16' o.c. AT STOREFRONT UNLESS NOTED r DECK OTHERWISE. ALLOWABLE UNBRAGED HEIGHT AS PER ART BELOW. //,/ OOINC.TT LOCKER, I METAL STUD SIZE MAXIMUM UN-BRACED HEIGHT / 3 5/8' X 25 GA. 3 5/8' X 20 GA. 14'-0" 0 �/ 3 5/8' X 1(o GA, 18'-0" NOTE: LATERAL AND 6' X 25 GA. 16'-0" DIAGONAL BRACING TO 6' X 20 GA, 21'-0" ADJACENT PARTITION. // STORE PLANNING DEPT 6' X 16 GA. 25'-0" ADJACENT PARTITION STUDS // 3 5/8' STUD 2) ALL CONNECTION AND FASTENERS TO BE AS PER DETAILS. ARE REQUIRED TO BE FULL // ATTACHED TO 112 WEST 34TH STREET ALL MANUFACTURERS AND LC.B.O. " TO BE STRICTLY HEIGHT, UP TO DECK. VERIFY /// STUD POINTS NEW YORK, NY 10120 ADHERED TO BY G.C. UNLESS APPROVAL FOR EQUAL EXISTING CONDITIONS IN 0 u. / / ONLY. SUBSTITUTION IS RECEIVED FROM THE BUILDING FIELD. ry / DEPARTMENT. 3) ALL GYP. WALL BOARD TO BE 5/8' TYPE "X' THROUGHOUT. / � ,� ARCHITECT: ATTACH w/ 1" TYPE S DRYWALL SGREWS 12" O.G. / VERTICALLY AT STUDS AND 8' O.C. AROUND PERIMETER. DIAGONAL BRACING / EX'G PARTITION 0 BEYOND a 48" O.G. TRICARICO DECK } Tricarico Architecture and Design PC METAL STUDS BRACE CHART FASTEN TOP AND /, - � 500 Valley Road Wayne,NJ 07470 BOTTOM TRACKS T(973)692-0222 F(973)692-0223 WITH (2) "8 TEK /// FIN CLG.s www-tlicarico.com AT PARTITIONS AND/OR FURRING (SALES AREA SIDE ONLY) EX'G CMU, VIF SCREWS a 16" OG REFER TO PERIMETER WALL FIXTURE SYSTEM DETAILS FOR /j G.G. TO PROVIDE 1" X 18 GA X 24" IN-WALL BLOCKING REGISTRATION #0654AF METAL STRAPPING (BLOCKING) REQUIREMENTS. LONG METAL h 20'-0" AFF AT TOP OF TOWERS LISCENSE # 2608 STRAP EACH I FOR SECURING TOG.G. TO PATCH AND REPAIR NOTES W © 2016 NICHOLAS J. TRICARICO SIDE�°SS S D WALL II'-6' AF.F. EXISTING DEMSING WALL TO TEK SCREWS TO , TOP OF TOWERS MAINTAIN EXISTING RATING. BE CENTERED - 1 ENGINEER: EXISTING INTERIOR PARTITION TO ON SPLICE q REMAIN. PATCH AND REPAIR AS REQ'D. / � I 3/4' OUTLINE OF N 1 BAGKWRAP SIDE INSTALL REQUIRED METAL w STRAPPING FOR WALL CMU BLOCK INFILL J10 1 4 AREA IN BETWEEN AT EXISTING ~ I D Z FIXTURE SYSTEM DIRECTLY INTERIOR RARTITION DOOR OPENING uI Q TOWERS AND IN DEMISING WALL TYP. � BAGKWRAP TO REGEIVESEALED TIGHT TO = WF-01 BRICK FINISH AND MATCH EXISTINGz cn 1 PIN MOUNTED SIGNAGE, O CHAMPS SALES SEE ELEVATION FOR CMU. RUN FROM � ' SLAB UP TO EX'G ? _ 1 Z I MORE INFORMATION. O AREA CMU ABOVE. SPAZZER BAR OPT.I I m X O WHEN USED IN REFER TO 41.0 FOR w Q CONJUNCTION WITH a 8'-0" AFF o 0 1 (1) LAYER OF 5/8" 6' 9 SE G.W.B. , ' z PARTITION TYPE - J STRAPPING DETAIL "C2' — 0 - L TYPE "X' G.W.B. RUN °' ( 1 r J ENSURE THAT METAL I FROM SLAB TIGHT TO Q EXISTING FULL HEIGHT DEMISING WALL TO IL Q REFER TO I/A5.1 FOR SLATWALL, Z STRAPPING REFERRED TO Q 1 DECK ABOVE TO REMAIN. WALL MUST CONFORM TO 1-HOUR - ON A5.1 IS INSTALLED OPT I: 6° x 16 GA. MTL. I � ROLLING DIVIDER TRACK GJ FIRE RATING (UL4(o5) AND LOCAL CODES. PREVENT PASSAGE of LOCATIONS, AND ADDITIONAL rr�� DIRECTLY ON 3 5/8" STUDS � 12" O.G. WITH ll) I SMOKE STRAPPING REQUIREMENTS. V NICHOLA RICARIC PATCH AND REPAIR AS REQ'D TO STUDS a 16' O.G. PRIOR 3 5/8' STUD LAYER 5/8' TYPE 'X" I ATTACHED TO STUD _ - L 10NNEL0 , J SEY MAINTAIN EXISTING FIRE-RATING AND ANY TO INSTALLATION OF (U GWB TYP. RUN FROM - OUTLINE OF NEW FINISHES. LAYER 5/8" TYPE 'X" GWB. POINTS ONLY. BRACE FINISH FLOOR TO 6" REFER TO A1.0 FOR EXACT BACK TO ADJ. PAST FINISHED BAGKWRAP G.G. TO PATCH AND REPAIR LOCATIONS. PARTITION CEILING. 1 EXISTING DEMSING WALL TO rv�J DEMIJIN PARTITI®N Q I MAINTAIN EXISTING RATING. O i 6' X 16 GA MTL. STUDS SALES FITTING RM/ a 12" O.G. WITH (1) AREA VESTIBULE/STOCK LAYER 5/8" TYPE "X" REVISIONS G.W.B. TYP. RUN FROM OPT 2: 6" x 16 GA. MTL. FIN. FLR r SALES AREA FINISH FLOOR TO 6" STUDS a 12" O.G. WITH (1) NO. DESCRIPTION DATE PAST FINISHED CEILING. LAYER 5/8" TYPE "X" (UNRATED PARTITION) GWB TYP. RUN FROM NOTE: SLAB TIGHT TO FIN. SEE FINISH PLANS AND ELEVATIONS CEILING. FOR FINISHES EXISTING MASONRY DEMISING WALL TO 6" BOTTOM TRACK REMAIN. REPAIR AS REQ'D TO MAINTAIN FIN. FLR. EXISTING FIRE-RATING. PREPARE WALL h —IT FOR ANY NEW FINISHES. -------------- DEl"IISIN� PARTITION EXTERIOR CMU INFILL Ali INTERIOR STRAi�i=IN DETAIL INTERIOR PARTITION C1 PARTITI0N �ACKUJR,4 C2 � I PARTITION TYPE "A" PARTITION TYPE "A4" PARTITION TYPE "B" PARTITION TYPE 11C1 " PARTITION TYPE "C2" DATE: 01/15/16 3 5/8" STUD ATTACHED ATTACH TRACK TO EXISTING BAR JOIST TOPSCALE: AS NOTED TO STUD POINTS ONLY. CHORD WITH CLIP ANGLES AND (2) .145' DIA. 3 5/8" x 20 GA. STUD AT 4'-0" O.G. (MIN.) OR AS EXISTING STRUCTURE BRACE BACK TO ADJ. P.A.F. (EACH JOIST LOCATION) REQUIRED. CLIP STUD END AS REQUIRED AND GROSS AREA: 6,586 SQ. FT. ATTACH TO EXISTING TOP CHORD STRUCTURE II PARTITION WITH (1) ,14F5" DIA. P.A.F. AT EACH END. CH SALES AREA: 3,216 SQ. FT. Al2 3/4" F.R.T. PLYWOOD (2) "8 SCREWS AT EACH STUDAZ SALES AREA: 1 ,200 SQ. FT. S' x IS GA CEILING JOISTS a 16' O.G. LOCATION —7 PROJECT # : 150554 � 10 FIN. CLG.� + - - - - - - - - - - - - - - - - - - - DRAWN BY: CA REFER TO AI.O FOR i PARTITIONF - - - - - - - - - - - - - - - - - - - - - - - CONTINUOUS 18 GA. �� , v , (1) LAYER 5/8" TYPE "X" GWB RUN FROM TRACK. (2) "8 9'-5" AFF SLAB TO 6" PAST SCREWS AT EACH B.O. STRAPPING FINISHED CEILING ON STUD LOCATION ONE SIDE. LGC TO INSTALL NEW 4" BRIDGING AT 8" FROM CONTINUOUS 18 GA. METAL STRAPPING IN WALL TOP PER 3 5/8" METAL STUDS DEEP LEG TRACK. SLIP FOR FIXTURE SYSTEM. MANUFACTURER'S AT 16" O.C. 1/2" CLEAR CONNECTION EACH RECOMMENDATION SIDE OF STUD (TYP.) (1) LAYER 5/8" TYPE AT EXISTING PARTITIONS, GG X GWB RUN FROM PERPEND IGULAR TO STRUCTURE BRIDGING AT 8" FROM P N TO REMOVE G.W.B. AND PER MANUFACTURER'S 3 5/8" METAL O PATCH AND REPAIR TO SLAB UP TO FINISHED RECOMMENDATION STUDS AT 16" O.G. CEILING ON ONE SIDE MAINTAIN APPROPRIATE . U FIRE RATINGS, 3 5/S" x 18 GA. STUD AT 4'-0° O.C. (MIN.) OR AS EXISTING STRUCTURE � O Q REQUIRED. CLIP STUD END AS REQUIRED AND PARALLEL TO STRUCTURE PROJECT TITLE r ATTACH TO EXISTING TOP CHORD STRUCTURE SFOR WITH CU .145' DIA. P.A_F. AT EACH END. IL REFER TO 6/A5.1 WASHINGTON SQUARE Q SALES SIDE/STOCK ATTACH TRACK TO EXISTING BAR JOIST a MORE INFO_ (2) "8 SCREWS AT EACH STUD9585 SW WASHINGTON TOP CHORD WITH (2) .145" DIA. P.A.F. (EACH N LOCATION JOIST LOCATION) SQ. RD. , TIGARD, OR AZ SALES AREA 97223 - - - - - - - - - - - - - - - - - - - - - - - SPACE # D11 3-5/8" BOTTOM TRACK STORE NO. 15031 III FIN_ FIN._ FL� - - - - - - - - - - - - - I SHEET TITLE CONTINUOUS 18 GA. CONTINUOUS 18 GA. TRACK. (2) 08 SCREWS DEEP LEG TRACK. -------------- AT EACH STUD SLIP CONNECTION PARTITION TYPES BRIDGING AT 8" FROM TOP LOCATION EACH SIDE OF STRAFFING DEVILPER MANUFACTURER'S 3 5/8 METAL 1/2" CLEAR STUD (TYP.J INTERIOR PARTITION RECOMMENDATION STUDS AT 16" O.G. BRIDGING AT 8" FROM TOP PER 3 5/8" METAL STUDS C3 D MANUFACTURER'S RECOMMENDATION AT 16" O.G. PARALLEL TO STRUCTURE PERPENDICULAR TO STRUCTURE A SHEET NO. Al PARTITION TYPE "C3" PARTITION TYPE "D" 1 CONNECTION DETAILS 2 SLIP TRACK CONNECTION DETAILS CH TYRONE PROTO RELEASE 9.3- 11/2015 CEILING LANDLORD G.C. OWNER MWC MILLWORK : NO SPACE WALL BASE FLOOR MATERIAL FINISH HEIGHT REMARKS Architect Q KONG CHOW WAH TEL: (656) 494-8000 RH SWEERS 11 O REDWOOD EMAIL: KONGCHOWWAH@REDWOOD.COM.SG 100 SALES AREA P-2 B-1 F-1 GYP BD - 11'-0" SEE RCP PROPRIETOR Z � _ � = J = � = J LIGHTING RH SWEERS ARCHITECT cn z cnQ � cn Q � toQ � cnQ � W DESCRIPTION 0 � O Q De O ¢ � O O Q 101 F.R. VESTIBULE P-2 B-1 F-1 GYP BD - 11.-0.. SEE RCP � J � J � -� � � � NANCY SAPANARO TEL: (646) 517-2340 rhs@sweersarch.com - p w U_ ZD Z U_ ZD Z � � Z � Z N/A INDICATES NOT APPLICABLE ENVIRONMENTAL LIGHTING EMAIL: NANCY@ENVIRONMENTALLTG.COM 102 H.C. FIT. RM. P-2 B-1 F-2 GYP BD - 9'-0" SEE RCP OREGON LICENSE NO.:4014 01. GENERAL REQUIREMENTS MK LOGISTICS 1. PERMITS AND FEES • FIRE SAFETY,SPRINKLER, PLUMBING & ELECTRIC BY G.C. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE N 2. INSPECTION /COORDINATION • ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE Z 3. TEMPORARY HEAT • CHRISSY SCALA TEL: (201) 453-5072 103 FITTING ROOM P-2 B-1 F-2 GYP BD - 9-0" SEE RCP DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE LU MICHAEL KORS EMAIL: CHRISSY.SCALA@MICHAELKORS.COM ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION 4. TEMPORARY ELECTRICAL • IT MAY APPLY IF REQUIRED. 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 - CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. 6. CLEAN UP • STONE FLOORING 104 FITTING ROOM P-2 B-1 F-2 GYP BD 9'-0" SEE RCP °G 7. INSURANCE • SUBMIT COPIES TO MICHAEL KORS PROJECT MANAGER, MEET LL REQUIREMENTS Project Coordinator <W 8. JOB PHONE • JORGEN ENGERSGARD TEL: (212) 979-6400 w 9. FINAL CLEANING • STONE SOURCE EMAIL: JORGEN@STONESOURCE.COM 105 STOCK RM. P-3 B-2 F-3 OPEN - - SEE RCP 0 10. ASBESTOS REMOVAL • AS APPLICABLE PER LEASE 106 RESTROOM P-3 B-3 F-5 GYP BD - 9'-0" SEE RCP 02. SITE WORK SIGNAGE 1-.-D-E-M--OLITION INCLUDING EXISTING MEZZANINE, CONVEYOR AND STAIRS 2. DEMISING PARTITIONS 0 EXISTING TO REMAIN. PATCH AND REPAIR TO PROVIDE SMOOTH FINISH ON WALL BRIAN SHIPKIN TEL: (773) 250-5000 107 MANAGER'S OFFICE P-3 B-2 F-3 ACT - 9'-0" SEE RCP T W 0 0 N E T W 0 SURFACE. HM WITT & CO. EMAIL: BSHIPKIN@HMWITT.COM 1p 3. NEUTRAL PIERS • LOCKSMITH/DETEX 108 PE CLOSET P-3 B-2 F-3 ACT - 12'-0" SEE RCP 45 West 21st Street, Suite 403 N3 4. SAW CUT SLAB I I 1 • AS REQUIRED 5. SIDEWALK • STEPHANIE PAK TEL: (877)265-2100 New York, New York 10010 03. CONCRETE SLAB FRONT STREETS EMAIL: SPAK@FSPREVENTION.COM ROOM SCHEDULE T 212.904.0432 F 212.904.0433 ::s 1. LEVELING OF CONCRETE FLOOR • • • AS REQUIRED PER FIELD CONDITIONS 1 2. VAPOR BARRIER • • • AS REQUIRED PER FIELD CONDITIONS MEP Engineer � 3. CONCRETE SLAB • • • • TOPPING SLAB MAY EXIST VIF. AS REQUIRED AFTER PIER REMOVAL SCALE: N.T.S. U 4. EXPANSION JOINT MATERIAL • CHANNELING , JACK HAMMERING OF STRUCTURAL SLAB IS PROHIBITED SECURITY (BURGLAR-CCTV) M-E N G I N E E R I N G p 5. CONCRETE FLOOR • • • AS REQUIRED PER FIELD CONDITIONS KEY DESCRIPTION NOTES GENERAL LOCATION CLASS/FLAME 750 BROOKSEDGE BLVD.WESTERVILLE, OH 43081 U 6. CONCRETE CURB • JARETT CAVELL TEL: (516) 420-0060 SPREAD (614)839-4639 FX: (614)839-2222 04. MASONRY S-TRON EMAIL: JARETT.CAVELL@S-TRON.COM PAINT FINISHES Lighting >- 1. STONE TILE-FLOOR/STOREFRONT • • • 0 2. CONCRETE BLOCK • SECURITY (MERCHANDISE) P-2 BENJAMIN MOORE DECORATORS WHITE (#CC-20) REGAL PAINT, EGGSHELL BY GC SALES AREA & FITTING RM. A/1; ASTM E83 HENNESSY DESIGN ANDY CRETA TEL: (914) 714-4028 P-3 BENJAMIN MOORE DECORATORS WHITE (#CC-20) REGAL PAINT, SEMI-GLOSS BY GC STOCKROOM, DOORS & A/1; ASTM E83 PO BOX 42162 PORTLAND, OR 97242 05. METALS SENSORMATIC EMAIL: ACRETA@TYCOINT.COM FRAMES, RESTROOM (888)358-6368x101 (503)583-8907 1. STRUCTURAL STEEL • SALES AREA, RESTROOM & 2. METAL STUDS • • • GC RESPONSIBLE FOR STRUCTURAL SUPPORT OF STOREFRONT TELE/DATA P-4 BENJAMIN MOORE DECORATORS WHITE (#CC-20) REGAL PAINT, FLAT BY GC FITTING ROOM CEILING A/1; ASTM E83 Consultant A. TENANT DEMISING WALLS • P-5 BENJAMIN MOORE NIGHT HORIZON (#2134-10), SEMI-GLOSS BY GC BARRICADE A/1; ASTM E83 B. INTERIOR PARTITIONS • • • RON VELUYA TEL: (201) 453-5011 C. FURRING _ • • MICHAEL KORS USA INC. EMAIL: RONALD.VELUYA@MICHAELKORS.COM WALL FINISHES N D. STOCK/SALES PARTITION • • • E. TOILET ROOM PARTITION • • • AUDIO VISUALBY OWNER AND 3. SURFACE MOUNTED STANDARDS • • • AS REQUIRED FOR B.O.H.SHELVING - BLOCKING BY G.C. BD-1 3/16 POLISHED NICKEL BEAD CURTAIN PLATED ROUND SMOOTH STEEL INSTALLED BY GC ENTRY DISPLAY N/A 4. ROOF TOP FRAMING FOR HVAC • Seal 5. STOREFRONT FRAMING • • • ROBERT GREENFIELD TEL: (908) 412-9500 A/1;ASTM E84, ARCHITECT: RHSWEERS II,PROPRIETOR RHSWEERS ARCHITECT. 6. METAL DECKING • ECI COMMUNICATIONS EMAIL: RGREENFIELD@ECICOMM.COM PL-1 PLASTIC LAMINATE-GLOSS WHITE. FORMICA #949 (fire rated laminate) BY MWC PERIMETER MILLWORK PANELS UL723 THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY 06. CARPENTRY A/1; ASTM E84, RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE CARPET WD-1 MACASSAR EBONY WOOD LAMINATE. FORMICA #9012. (fire rated laminate) BY MWC BACKWRAP FASCIA PANELS CONDITIONS,OR ANY DOCUMENTS WHICH NOT BEAR MY SEAL. 1. BLOCKING • • • TO BE FIRE PRESSURE TREATED,TYP AND COORDINATED W/MWC UL723 2. TAPING AND SPACKLING • • • ROSEMARIE PLATT TEL: (609) 430-9660 GL-I NEW IMPACT RESISTANT GLASS PANELS WITH INTERMEDIATE MULLION TO MATCH EXISTING NEW GLASS PANELS-MULLION TO 3. SHELVES • • • ITEM UNDER MWK CONTRACT ONLY MANAGERS, EMPLOYEE SHELVES BY GC) SHERLAND & FARRINGTON EMAIL: ROEPLATT@YAHOO.COM YKK SYSTEM (NOA #02-0215.16) BY STOREFRONT VENDOR WITH NEW SF-1 SECURITY FILM BY STOREFRONT VENDOR REPLACE EXISTING DOUBLE DOOR. 4. COUNTERS • • • (MANAGERS, EMPLOYEE COUNTERS BY MWC, INSTALLED BY GC) (APPLIED TO INTERIOR OF GLASS) BY GC. . PLYWOOD FOR NON-CUSTOM MILLWORK ITEMS STOCK SHELVING ,z 6. FURRING • GL-2 BACK PAINTED LOW IRON GLASS BY MWC1:4 r SALES AREA 7. PLASTIC LAMINATE • • • ITEM UNDER MWC CONTRACT ONLY ANGELA RUGGERIO TEL: (800) 784-8080 EXT. 230 U< 8. BATHROOM CABINET • GL-11 ACID ETCHED MIRROR BY BENDHEIM (KORS 197) BY MWC SALES AREA • - • 9. MISC.TRIM/MOULDINGS • • • - MOBILE MEDIA STORAGE EMAIL: AR@MOBILEMEDIASTORAGE.COM 10. FIRE PROOFING 10 GC TO MAINTAIN INTEGRITY AND RESTORE AS REQUIRED 0 11. PLASTIC LAMINATE, LACQUER, AND • • • GC TO PROVIDE REQUIRED SUPPORT WATER COOLER BASES WOOD PANELING AT FASCIAS AND SOFFITS4 _l OF O y_ 07. MOISTURE CONTROL MARK KERSHES TEL: (770) 242-2782 X 1180 B_1 2"X 2" SURFACE MOUNTED WOOD BASE. PAINT FINISH, BY GC FITTING ROOM & L-p 1. CAULKING • • • QUENCH USA EMAIL: MKERSHES@QUENCHONLINE.COM COLOR TO MATCH WALL ABOVE SEMI-GLOSS SALES AREA ~I 2. SEALANT • • • PINNACLE RUBBER BASE BY ROPPE- 1/8"THICK X 4" H COVE BASE: 00 3. INSULATION • • • PRODUCT ENHANCERS B-2 BY GC STOCKROOM C/ll; ASTM E84 No. Date Issued By :2v 4. WATERPROOFING • • • WATERPROOFING AT ALL WET AREAS (RESTROOM, D.F.) #191 CAMEL. (NOTE TO GC: B-2 IS NOT TO BE USED IN SALES FLOOR.) 08. DOORS KATHRYN CHUMLEY TEL: (314) 801-6298 B-3 6"X 6"CERAMIC TILE BY DACTILE, COLOR:SNOWDRIFT-AT-01 BY GC RESTROOM 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. idX 1. ENTRY DOOR • • • GC TO SCHEDULE TENANT'S LOCKSMITH ON SITE ON DATE OF CONSTR.TURNOVER 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. ell) 2. STOCK ROOM DOOR • • • E: KATHRYN.CHUMLEY@IDXCORPORATION.COM FLOOR FINISHES 3. TOILET ROOM DOOR • • • STOREFRONT 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 0 STONE TILE: 24"X 24"X 3/8" PACIFIC SUPER WHITE PORCELAIN SUPPLIED BY OWNER'S SALES FLOOR & ASTM C-1028 0 4. EXIT DOOR @BACK OF HOUSE • • • THINSET: MAPEI ULTRAFLEX LFT BY GC VENDOR, INSTALLED BY GC FITTING ROOM VESTIBULE 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. 5. FITTING ROOM CURTAIN • • • GC TO INSTALL AND PROVIDE BLOCKING AS REQUIRED RICK SHENBURGER TEL: (267) 532-1784 F-1 GROUT: 1/16"THK LATICRETE #44 BRIGHT WHITE UNSANDED GROUT. 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. 09. FINISHES NATIONAL GLASS & METAL EMAIL: RSHENBURGER@NGMCO.COM GC TO APPLY TILELAB GROUT SEALER AFTER INSTALLING GROUT. 1. GYPSUM FOR PARTITIONS 1 • • • 06 10-27-14 ISSUE FOR PERMIT 212 D. 2. FINISH FLOORING I F-2 CARPET BY BIGELOW "SPECTRUM" BROADLOOM INSTALLED AND SUPPLIED SALES FLOOR INSET & C/Il; ASTM E648 A. SALES AREA WOOD FLOOR COLOR: JAVA LATTE BY OWNER'S VENDOR FITTING ROOMS 1. STONE TILE • • • a. GROUT • • • _ ANGELA JEANS TEL: (215) 817-3354 VINYL COMPOSITE TILE BY AZROCK- 1/8"THICK X 12"X 12" 2. CARPET/COCO MAT • DERRFLOORING EMAIL: ANGELAJEANSDESIGN@GMAIL.COM F-3 V.C.T. #V2602 NATURAL MOON BY GC STOCKROOM, MAN. OFFICE C/ll; ASTM E84 3. FLOOR LOGO • B. STOCKROOMS • • • DERR FLOORING:MIRAGE, ENGINEERED WOOD FLOORING, JAVA, RED OAK IN SUPPLIED BY OWNER'S ASTM-E-84, C. TOILET ROOMS • • • F-4 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 • • • B.ASTOCK ROOM • • • F-5 6"X6" CERAMIC TILE BY DALTILE, COLOR:SNOW DRIFT-AT01 BY GC RESTROOM „ C. TOILET ROOM 19 10 1•IJ I I I Key Plan/Ground Floor _ . A E STOREFRONT FINISHES SQ A. SALES AREA • • • MICHAEL KORS BY OWNER AND KPq SPACE#G06 1. WOOD BASE • • • ST-1 STONE TILE: RESORT BIANCO DECOR LINEA-24"X 24"X 2'TO BE INSTALLED IN STOREFRONT B. STOCK ROOMS • • • STACK BOND PATTERN BY GC. TILE PATTERN TO RUN HORIZONTALLY INSTALLED BY GC 4,523 S.F. C. TOILET ROOMS • • • mix's 5. CEILING _ MT-1 $"STAINLESS STEEL W/ #8 POLISHED FINISH BY STOREFRONT VENDOR STOREFRONT SPOPTINO A. SALES AREA • • • B. STOCKROOMS • • • C. TOILET ROOMS • • • MT-2 $'ALUM WITH WHITE POWDER COAT FINISH TO MATCH RAL #9003 BY STOREFRONT VENDOR STOREFRONT .�9 10. SPECIALTIES ••••• t3 1. TOILET ROOM ACCESSORIES • • • OWNER'S VENDOR LIST FINISH RESPONSIBILITY SCHEDULEIIE 2. SPEAKERS • • • R5 2 NORo_s_TnoM g 3. STOREFRONT SYSTEM • • •LU 4. CASH REGISTER/POS SYSTEM • • • SCALE: N.T.S. SCALE: N.T.S. LI) FIRE SPRINKLERS ELECTRICIAN (FOR FINAL CONNECTIONS) A.C.T. ACOUSTIC CEILING TILE MIN. MINIMUM EXISTING PARTITION TO REMAIN 11. EQUIPMENT ELEV.# 1. STOREFRONT SIGNS • • • GC TO COORDINATE. GC TO PROVIDE POWER AS REQUIRED PER PLANS KEN SUTHERLAND ADAM ETHERINGTON A.D.A. AMERICANS W/ DISABILITIES ACT MTL. METAL (FIELD VERIFY EXACT LOCATION) X SEE INTERIOR N@ Iz WYATT FIRE PROTECTION, INC. FRAHLER ELECTRIC COMPANY A.F.F. ABOVE FINISH FLOOR M.W.C. MILLWORK CONTRACTOR XX SHT # ELEVATIONS 2. MISC.SIGNS • • • 3. FIRE EXTINGUISHER • • • SEE SPECIFICATION ON DRAWINGS 9095 SW BURNHAM ST. 11860 SW GREENBURG ROAD BD. BOARD M.W.K. MILLWORK Project TIGARD, OR 97223 TIGARD, OR 97223 BM. BEAM O.C. ON CENTER NEW PARTITION LU 4. FIRE ALARM • MODIFICATIONS MUST BE PERFORMED BY MALL VENDOR, PSI, BAS (EMER. PG.,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 CONC. CONCRETE P.S.S. POLISHED STAINLESS STEEL FIRE ALARM ENERGY MANAGEMENT WASHINGTON SQUARE, SPACE # G06 1. MILLWORK FIXTURES/HARDWARE • • • 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 CUTS AND DETAILS C11> 3. FREESTANDING FURNITURE/FABRIC • • • SIEMENS BUILDING ENVIRONMENTAL CONTROLS, INC. F.C. FIXTURE CONTRACTOR STL. STEEL XX SHT # 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 6. MICROWAVE/REFRIDGERATOR • • BEAVERTON, OR 97006 F.F. FACE OF FINISH SUSP. SUSPENDED RESPONSIBILITY & FINISH 7. MANAGER/RECEIVING DESK • • • EXISTING DOOR TO REMAIN X DTL # 8. FITTING ROOM CURTAIN AND ROD • • (503) 234-9995 F.P.T. FIRE PRESSURE TREATED S.F.V. STOREFRONT VENDOR X 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 # 13. PROJECT CLOSEOUT LIST OF ALL REQUIRED /APPROVED VENDORS. F.V. FIELD VERIFY TEMP. TEMPORARY 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 0 C-n4. CERTIFICATE OF OCCUPANCY • • • FURNISH COPIES TO MICHAEL KORS GYP.BD. GYPSUM WALL BOARD V.I.F. VERIFY IN FIELD XX XX CEILING 9 5. WAIVERS OF LIEN • • • MUST INDICATE PAYMENT IN FULL, AND WARRANTY SCALE: N.T.S. H.M. HOLLOW METAL V.C.T. VINYL COMPOSITION TILE XX XX BASE Date: 10-27-14 U 6. UTILITY ACCOUNT SETUP • • • L.L. LANDLORD W/ WITH 9 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 • • 1 1 1 1 GC TO PROVIDE 3 COPIES FOR ALL FURNISHED EQUIPMENT ARCHITECTURAL RESPONSIBILITY SCHEDULE 8 RESPONSIBILITY NOTES (DIRECTIVE #8)] 7 ABBREVIATIONS 4 SYMBOLS 3 A- 001 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. DOOR DOOR DOOR DOOR Architect 1/2" DOOR LOCATION TYPE SIZE MAT. FINISH FRAME RATED DOOR LOCATION TYPE SIZE MAT. FINISH FRAME RATED DOOR LOCATION TYPE SIZE MAT. FINISH FRAME R RADOOR LOCATION TYPE SIZE MAT. FINISH MAT. RATED FIRE 5" NO. . NO. NO. . D NO. RA ED RH SWEERS II STOCKROOM STOCKROOM TO SALES TO PROPRIETOR J O 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 - lO ENTRY A 10'-0" H X 8'-0"W MTL. MT-1 ST.sTL. - RH SWEERS ARCHITECT O ® U 1/2" 511 LU O rhs@sweersarch.com 2 1/2" 2 1/2" 00 Q m REMARKS LO REMARKS REMARKS REMARKS OREGON LICENSE NO.:4014 00 O DOOR & JAMB PROVIDED AND INSTALLED BY STOREFRONT VENDOR. LU NEW DOOR & JAMB PROVIDED AND INSTALLED BY GC NEW DOOR & JAMB PROVIDED AND INSTALLED BY GC NEW DOOR & JAMB PROVIDED AND INSTALLED BY GC ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ® ® Z W ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE N DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE CO ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION DRILL &TAP 1/4-20 OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. FRONT VIEW TOP & BOTTOM VIEW SIDE ELEVATION B.O.SOFFIT @ Project Coordinator NEW HOLLOW CLOSER i 10'-0"AFF METAL FRAME — MTL. FRAME BOTTOM & NEW HOLLOWS / ' ��/ \`\ ,. SDE FRAMES MTL. FRAME / HOLLOW / k WITH MT-1 FINISH 1/2" O PEEP HOLE / METAL DOOR COAT HOOK / WHITE POWDER LU NEW HOLLOW — —� T 0 0 5 1/8" Z SIGNAGE ON INSIDE OF / ' ' \ 1 W 0 O N E T W 0 Lu METAL DOOR — COATED PUSH PLATE / , 1/2"THK. CLEAR Z DOOR / BY MWC WITH 2 / 4° , a° 4" 00 5 2 5/8" 2 5/8" Kt v i0 = U // COATS MIN OF LATEX / BY STOREFRONe. TEMPERED T SEALANT. GLUE TO \� 12 ,' VENDOR 45 West 21st Street, Suite 403 LO I D 1/2' LO "' LO U G NEW DETEX PUSH NEW HOLLOW SALES SIDE OF DOOR New York, New York 10010 ° co Q BAR BY GC U-CHANGE = METAL DOOR ` r T 212.904.0432 F 212.904.0433 Q WITH PULL ON STOCK I DOOR HANDLE 0 o L CYLINDER BY VENDOR r23 , o o RM SIDE `� WITH WD-1 FINISH '� I ,' 2 ON BOTH SIDE MEP Engineer c i KI X 12" KICK PLATE GLUED , �. 00 OF THE DOOR (2 FRONT VIEW TOP VIEW SIDE VIEW TOP OF Q ON BOTH SIDES. b ,`,',`" ¢ PAIRS). M-E N G I N E E R I N G FLOOR TOP OF FLOOR \� TOP OF FLOOR \ ! `� ,' "' 750 BROOKSEDGE BLVD.WESTERVILLE, OH 43081 (614)839-4639 FX:(614)839-2222 ENTRY DOOR HANDLE FRAME DETAILS Lighting 3 HENNESSY DESIGN SCALE: 3" = 1'-0" PO BOX 42162 PORTLAND, OR 97242 STOCKROOM/MALL SERVICE CORRIDOR DOOR RESTROOM / OFFICE DOOR F.R. VESTIBULE/STOCK DOOR GLASS DOORS (888)358-6368x101 (503)583-8907 Consultant DOOR HANDLE WITH WD-1 FINISH ON BOTH SIDES OF THE DOOR (2 PAIRS) s, NON-COMBUSTIBLE g'GYP. BD. OVER 5/8"GYP. BD. 5/8"GYP. BD. 9 1/2" 7/8" METAL STUDS OVER METAL STUDS OVER METAL STUDS BLOCKING AS REQUIRED Seal SECONDARY PANEL 1/4" WALL FINISH AS WALL FINISH AS WALL FINISH AS ARCHITECT: RHSWEERS II,PROPRIETOR RHSWEERS ARCHITECT. SCHEDULED I SCHEDULED SCHEDULED THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY p� NEW HOLLOW NEW HOLLOW HOLLOW METAL RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE 1/8�� 1 3/8" METAL FRAME METAL FRAME FRAME CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. O O STOREFRONT �� 1/8" m - co NEW H.M. DOOR H.M. DOOR —� �j LU ENTRY HEIGHT ;. `: �`lL 00 1/4" w Q m NEW HOLLOW 9'-6"A.F.F. r J U METAL DOOR -, "v o Q Q p b m I�/� �i W GYP BD SOFFIT p z n _ I MT-1 FINISH DOOR a Q 4" 0 3 ° z ° 0 HEADER �- I' w MT-1 FINISH TOP METAL z w w ,,: MALL SERVICE STOCKROOM �/ RESTROOM/ SALES %;;•' STOCKROOM 01/4" Q ) STOCKROOM ��: :, RAIL Q w 0 /, CORRIDOR OFFICE ®� co _ : 1/2"THK. CLEAR U 1 1/4" HOLES NCO ^ O TEMPERED GLASS OF INTERIOR MALL CORRIDOR v 1" 1/8" � No. Date Issued By FRONT VIEW LEFT SECTION 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. 5 114" 02 HEADER HEADER HEADER 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. 3" 4 WIDTH � 1/8 " 3" 1 It 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. ' iii'.'; 05 10 27 14 ISSUE FOR FINAL LL REVIEW 212 D. 00 U 1/2 , ,/� INTERIOR MALL CORRIDOR i� i� / STOCKROOM RESTROOM/ /' 06 10-27-14 ISSUE FOR PERMIT 212 D. ON/;/ OFFICE1/2"THK.CLEAR 1/4" o o TEMPERED GLASS STAGGERE f�i y ' / MT-1 FINISH BOTTOM STRIPS WELDED 10" `� STOCKROOM c MALL SERVICE ,�i/ 3„ /', 1 METAL RAIL t / CORRIDOR " / 4 '' RECESSED FLOOR CLOSER OVERALL WIDTH I � ,if SALES STOCKROOM WITH CUSTOM COVER PLATE. ,,: „ TOP VIEW METAL TO MATCH WITH / NEW H.M. DOOR ' Ct o o �!/�" NEW HOLLOW '' ' 10 APPROVED SAMPLE METAL DOOR '" 3/8"STAINLESS STEEL NEW MALL FLOORING (TO i NEW SADDLE KICKPLATE NEW STONE TILE MATCH EXISTING) BEHIND C0 cv 1/2" NEW THRESHOLD BY /�% /�'' ' SCHLUTTER STRIP F-1 BY GC. GC Ifir% BY GC ( �% DECO E100D BY GC LEASE LINE UP TO DOOR ' ''; CLOSURE LINE. II'' I •/ �, Key Plan/Ground Floor STOCKROOM !:<% STOCKROOM I':%� RESTROOM VCT .; 3" VCT /� ;, EXISTING FLOORING VCT ' ' NEW SALES . E ia� STONE TILE i'i i NEW V.C.T. BY GC MICHAEL KORS BY LL TO REMAIN v a ° a a a '`��Y SPACE#G06 a a -------- --------------' � 4,523 S.F. a PLYWOOD a a o a s BACK VIEW - - i i 'i i i i �i i i i , i i i i i i a4E 572n a — Q SUBFLOOR BY GC '° - • ° a c d e d o�cK�s EXISTING ° .. EXISTING ti. a a a CONCRETE SETTING BED .•° ° EXISTING CONCRETE a a ° CONCRETE SLAB BY GC ° —EXISTING SLAB .. ° '. , n CONCRETE SLAB SLAB ON GRADE ENTRY DOOR HANDLE DETAILS SCALE: 3"= 1'-0" 2 SILL & FLOOR TRANSITION DETAIL SILL & FLOOR TRANSITION DETAIL SILL & FLOOR TRANSITION DETAIL SILL & FLOOR TRANSITION DETAIL NOR MFM m.a.. HINGES : 1 2 PAIR, STANLEY F191 32D 4 2'x 4 2' HINGES: 1 2 PAIR, STANLEY F191 32D 4 2'x 4 2' HINGES : 1 2 PAIR, STANLEY F191 32D 4 2'x 4 2' HARDWARE: SCHLAGE, BASE FIXED CYLINDER LOCK, MODEL: B250PD, FINISH: 626D 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 ALL DOORS MUST BE OPERABLE WITHOUT SPECIAL KNOWLEDGE OR EFFECT W/ LEVER TYPE HARDWARE IN COMPLIANCE WITH EXIT DEVICE/ DETEX V40xEB-ALARMED EXIT DEVICE POWERED BY STANDARD CONCEALED ATTACHMENT. (ADHESIVE BACKING STANDARD MORTISE CYLINDER 1 1/4' LENGTH (3/4" STATE & LOCAL CODES.TENANT/OWNER SHALL ORDER ALL NECESSARY LOCKS FOR EACH DOOR. GENERAL CONTRACTOR ALARM: 9-VOLT BATTERY. FURNISHED AND INSTALLED BY GC, CLOSER: (1) LCN #401 1-H -HINGE FACE MOUNTED, ALUM. FINISH ALLOWABLE) ON SALES SIDE. THICK DOOR). Ne TO PROVIDE CONSTRUCTION KEY (FACTORY KEY) TO MICHAEL KORS PROJECT MANAGER (WHO WILL REKEY THE CYLINDERS PURCHASED THROUGH TENANT'S REQUIRED VENDOR. PROVIDE (MOUNTED @ PULL SIDE) WITH HOLD OPEN FUNCTION AT PUNCHLIST INSPECTION). U-CHANGE CYLINDERS DETEX 319RR5A542 -FURNISHED AND PULL HANDLE: IVES 8302S-0.4.16 CLOSER: DORMA, MODEL: B PEN A, FINISH: 626D. GENERAL CONTRACTOR WILL DISCARD CONSTRUCTION CORES AT COMPLETION. INSTALLED BY TENANT'S VENDOR. SILENCER: IVES #SR64 3 DOORS TO HOLD OPEN AS SPECIFICATION Project 4x16 STAINLESS STEEL PULL PLATE W/ / ROUND MICHAEL KORS HANDLE 10"O.C. ON STOCK SIDE BY GC 1. ALL HARDWARE FINISHES TO BE US26D SATIN CHROME ADJACENT FINISHED TO MATCH. SUBMIT HARDWARE SELECTIONS CLOSER: LCN SERIES 41 10"SMOOTHIE"SURFACE MOUNTED DOOR STOP: (1) IVES #450 FINISH: 26D SATIN CHROME LOCKSET: RYADON LLOI ENTRANCE FLOOR LOCKS WITH (US26D) CLOSER: LCN 4110 SERIES"SMOOTHIE" EXTERIOR LOCK CYLINDER WITH INTERIOR THUMB WASHINGTON SQUARE SPACE # G06 TO ARCHITECT FOR REVIEW WITH CLEAR NOTATION OF FINISHES BEING UNAVAILABLE COAT HOOK: (1) OMNIA #210 US26D TURN. 2. FOR ALL CYLINDERS, U-CHANGE CYLINDERS CAPABILITY BY G.C. SILENCER: IVES #20 (5) PER JAMB SILENCER: IVES #SR64 9620 SW WASHINGTON SQ. RD. 3. CORES TO BE SUPPLIED BY OWNER. FLOOR DOOR (2) IVES, MODEL: FS438, FINISH: 626D 4. ALL DOORS TO BE KEYED ALIKE. PEEP HOLE: IVES MODEL #698, WIDE ANGLE; 63-626 FINISH; DOOR-STOP: IVES FS446 US28 DOOR STOP TIGARD, OREGON 97223 5. ALL HANDLES AND PULLS TO BE INSTALLED AT 38"A.F.F.TO CENTERLINE INSTALL AT 5'-0"AFF (MK DIRECTIVE#21):ALL SALES FLOOR TO STOCKROOM DOORS STOP: Drawing Title b. DOOR TO BE UNDERCUT 1/2"TO ALIGN WITH RECESSED BASE AT WALLS. SMOKE SEALS: PEMKO MODEL #S88D HARDWARE SETS TO INCLUDE IVES MODEL FS446 US28 DOOR 7. ALL DOORS TO BE SINGLE ACTION U.O.N. STOP, F&I BY THE GC.DOOR STOP TO BE INSTALLED INSIDE THE DOOR HANDLE: POLISHED ST.STL.AND MACASSAR DOOR HANDLE DOOR SCHEDULE 8. ALL DOORS TO BE AS NOTED IN DOOR SCHEDULE. STOCKROOM IN A LOCATION THAT DOES NOT IMPEDE ON ADA BY TENANT AND INSTALLED BY STOREFRONT 9. ALL HOLLOW METAL FRAMES TO BE PAINTED TO MATCH RESPECTIVE DOORS U.O.N. CLEARANCES. SUB-CONTRACTOR.SEE 8/A-300 KICK PLATE: IVES 8400-B4E-NMH-A 12"Hx35"W US32D PROTECTION PLATE WITH BEVEL EDGES FOR ALL FOUR EDGES, NO MOUNTING HOLES AND ADHESIVE OR SIMILAR NOTE: Project No. 14933 APPROVED BY ARCHITECT. • REFER TO STOREFRONT SHOP DRAWINGS FOR Scale: AS NOTED ALL DOOR DETAILS AND INFORMATION. Date: 10-27-14 Drawn By: P.N./S.R. Checked By: M.P./G.O. 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. Architect / RH SWEERS II ` NOTE: THE AUTOMATIC DOOR REOPENING DEVICE IS / / 2"MIN w PROPRIETOR ACTIVATED IF AN OBJECT PASSES THROUGH EITHERU RH SWEERS ARCHITECT X U A OR B LINE. ¢ _ z % z LINE A AND B REPRESENT THE VERTICAL V 36"MIN. 'v � LOCATIONS OF THE DOOR REOPENING DEVICE �/ 0 18" 24" X Z 24" ``' rhs@sweersarch.com UIRING CONTACT. �O O ��R�Q � MIN. PREFERRED / ( REVISE PER PLANS IF REQ'D ) CO MIN' OREGON LICENSE NO.:4014 � ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ALARM BELL ALTERNATE PANEL FRONT APPROACH HINGE SIDE APPROACH LATCH SIDE APPROACH ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DOOR OPEN LOCATIONS 42"MIN. DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE SWINGING DOOR SWINGING DOORX=36"MIN. IF Y=60"; SWINGING DOOR ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION TAR AT MAIN EXIT FLOOR 68"MIN. PULL SIDE I� yy '� PULL SIDE X=42"MIN. IF Y=54" MIN. PULL SIDE OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER ALTERNATE PANEL k„Je— 54"MIN. CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. Z /8 UM IC LOCATIONS �I �I NOTE: NOTE: Y=54"MIN. IF DOOR HAS A _ CLOSER = 3 O 4 CON Z Z_ z z_ z >- Project Coordinator b ^ <O O 10 20 Z 24" P' 10 CL 1► DOOR CLOSE , u� � a MIN. I CD Q < 0 N N 48"MIN. L O EMERGENCY STOP Z_ / V 36"MIN ` 36"MIN @ - MINIMUM HEIGHT FROM FLOOR oD `'' TO LOWEST BUTTON CENTER OPENING DOOR PASSENGER CAR SIDE OPENING DOOR PASSENGER CAR 1 T rr'A, LO O 0 N E T W 0 DIMENSIONS SHOWN DESCRIBE MINIMIUM DIMENSIONS SHOWN DESCRIBE MINIMIUM FRONT APPROACH HINGE SIDE APPROACH LATCH SIDE APPROACH LEVATOR ENTR N MAXIMUM HEIGHT FROM FLOOR REQIUREMENTS ONLY, REFER TO CONSTRUCTION ` REQIUREMENTS ONLY, REFER TO CONSTRUCTION TO HIGHEST BUTTON DOCUMENTS FOR SIZE & LOCATION OF ELEVATOR. DCLFJ�NTS FOR SIZE & LOCATION OF ELEVATOR. SWINGING DOOR SWINGING DOOR SWINGING DOOR 45 West 21St Street, Suite 403 PUSH SIDE PUSH SIDE PUSH SIDE 48"MIN. NOTE: NOTE: NOTE: New York, New York 10010 X=12"MIN. IF DOOR HAS Y=48"MIN. IF DOOR HAS T 212.904.0432 F 212.904.0433 / ELEVATOR CONTROL PANEL MINIMUM DIMENSIONS OF ELEVATOR CAR ` ` BOTH A LATCH AND A CLOSER BOTH A LATCH AND A CLOSER Y=48"MIN.IF DOOR HAS A CLOSER MEP Engineer M-ENGINEERING ELEVATOR CLEARANCE4 MANEUVERING CLEARANCES AT DOORS 1 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 I (614)839-4639 FX: (614)839-2222 SCALE: N.T.S. SCALE: N.T.S. L L12" DOOR SIGN AT TOILET ROOMS Lighting 1MIN. M N. M N. ANY `36"MI 6' MIN. ANY ANY NOTES: LETTERS AND NUMBERS ON SIGNS SHALL H E N N ESSY DESIGN 00o DIST. LEAR W TH R. W12T 4- DIST. DIST. BE RAISED, CONTRASTING IN COLOR, AND HAVE • PO BOX 42162 PORTLAND OR 97242 o Z SIGNAGE A WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5 AND (888)358-6368x101 (503)583-8907 32"MIN. / 1:1 AND A STROKE WIDTH-TO-HEIGHT RATIO Q 'r?:*,r3.?ir...ro ?;:'gkr.:t•,u..k<�`^^": :?3,�r.„f!' 4" R. WID1p BETWEEN 1:5 AND 1:10,AND RAISED 1/32"MIN. .......... MA POINT / AND BE ACCOMPANIED BY BRAILLE RAISED LETTERING Consultant CURB EDGED RAMP CURB Z ASSAG / U_ WHERE PERMANENT SIGNAGE IS PROVIDED FOR < b 4 ROOMS AND SPACES,SIGNAGE AS DESCRIBED MIN. MIN. MIN. < COC0 lk4 < X —SEX ABOVE SHALL BE PROVIDED ON THE STRIKE UNISEX a0 I ADDITIONAL PROTECTION `a < 3"MA SIDE OF THE DOOR. WOMENS RESTROOM M N N NOT REQUIRED BETWEEN N // UNISEX WING WALLS Seal ,,�:kk%f.y�,<,< �:n <'.<.:<,: ..Y.;:. . `� MIN. 6"x b"x 1/4" FIELD TRIANGLE 1/4"THICK ARCHITECT: RH SWEERS II,PROPRIETOR RH SWEERS ARCHITECT. [ i a WITH SYMBOLS. SUPERIMPOSED ON 12.. WALKING PARALLEL TO A WALL Z Z � THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND 1 DISCLAIM ANY WALL EDGED RAMP HANDRAIL WALKING PERPENDICULAR OBJECTS MOUNTED PROTRUDING OBJECTS < w o� DIA. CIRCLE RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE TO A WALL ON POSTS OR PYLONS HANGING ON WALL CD 5/8" HIGH MIN.TYPE Q CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. NOTE: — 1. SEE SPECIFICATIONS D IF A RAMP HAS A RISE>6"OR A HORIZONTAL WITH LEADING EDGES 60"A.F.F. RAISED 1/32"HELVETICA FOR SIGNAGE N PROJECTION > 72"THEN IT SHALL HAVE 12"MIN. ABOVE 27" P1 MEDIUM UPPERCASE • �� �C HANDRAILS ON BOTH SIDES LEAR WIDTH LETTERS. MOUNTING URER & LEVEL SURFACE OF RAMP LEVEL P O T I ❑ UNISEX ESTRO 2. PROVIDE SIGNAGE LANDING LANDING T AREA MIN.2"x b"x 1/4" FIELD w WITH TEXT AND GRADE 2 AT ALL DOORS y x : ,v MAX.HORIz. FROM CROSSI o NOTED ABOVE N � " < '' SLOPE MAX.RISE PROJECTIONcc00 14.,MIN ;s<_ ' ' » = `>H TRAFFIC I < BRAILLE OF ABOVE TEXT. L.L • :. ;y ,;.:n:::v.:a: 1:12 30" 30'-0.. < A CANE '� i� 36"MIN. o MENS RESTROOM ORIZONTAL PROJECTION or RU 1:16 30" 40'-0° N qLR. WIDM 'O v0 1:20 30" 50'-0" DETECTION FREE-STANDING OVERHANGING PROTECTION AROUND FOR USE IN CALIFORNIA ONLY v COMPONENTS OF A SINGLE RAMP RUN HANDRAIL BARRIER OBJECTS WALL-MOUNTED OBJECTS TITLE 24 D-6.3.2 O�'i Ogg RAMP 7 PROTRUDING OBJECTS 5 ACCESSIBLE SIGNAGE 2 No. Date Issued By SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. OF TOILET OF TOILET OF TOILET OF TOILET GRAB BAR, 42"MIN. GRAB BAR,42"MIN. GRAB BAR,42"MIN. GRAB BAR, 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. o Q Z Z NOTE: X<48" 18„ I 18" I 18" I 18" 118" Q GRAB BAR, 36"MIN. GRAB BAR, 36"MIN. GRAB BAR,36"MIN. 42"MIN. 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. } 11 OI _x I _ "' vcOl� 36 12 MIN. MIN. Z I I I I 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. -'I �I� 14 10 A 4 ^ z I 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. II __1r, IlkII — —/�� Z 'o° 06 10-27-14 ISSUE FOR PERMIT 212 D. — l� ;;5 4. lil— — �I X Z 60"MIN. 60" I x 32" 32" I��z I I _ _ll 36" 48" 36" 42' 42" 0 60"MIN. e. _ll Z MIN. a < - Z MIN. Z MIN. Z MIN. MIN. MIN. MIN. MIN. N I z N � z N � z N N, TURN �— TURN AROUND CLEAR WIDTH FOR WHEELCHAIR 2" 00 32"MIN. o 00 2"MIN — — 44"MIN.II —> — 90°TURNS AN OBSTRUCTION 'T'-SHAPE 1800 TURNS TWO WHEELCHAIRS TURNING DIAMETER z CLRCLR. Z CLR. . WHEELCHAIR TURNING REQUIREMENTS IN AN ACCESSIBLE ROUTE NOTE: X25";Z>25" 00 U < IF X <20",Y= 48"MAX. 30"X48"CLEAR `y) IF X = 20" 25",Y = 44"MAX. FLOOR SPACE 10" 30 - TOILET STALL-ADDITIONAL STALL MAX. X X 30" 24" TOILET STALL-FRONT ENTRY TOILET STALL-SIDE ENTRY @ MULTIPLE ACCOMMODATION Key Plan/Ground Floor � � _ SINGLE OCCUPANT TOILET MULTIPLE ACCOMODATION TOILET ROOMVIULTIPLE ACCOMODATION TOILET ROIbET ROOM W/b OR MORE STALLS STAIR PL N I I I I X MICHAEL KORS < NOTE: DIMENSIONS SHOWN DESCRIBE MINIMUM REQUIREMENTS ONLY, REFER TO J0P„;:°Y CONTRASTING STRIPING: L_ J L J o, ? I I } X < SPACE#G06 v < CONSTRUCTION DOCUMENTS FOR SIZE&LOCATIONS OF SPECIFIC FIXTURES&ACCESSORIES. 4,523 S.F. INTERIOR:T & LAST TREAD FOR EAC UN. 130" 1 1 p' 30" EXTERIOR: EV Y TREAD MAA1. Z I _ OICN'S SPORTING 811 X CLEAR FLOOR SPACE HIGH & LOW MA . FORWARD REACH MAX.SIDE REACH _ �_ 12" CLEAR FLOOR SPACE PARALLEL APPROACH SIDE REACH LIMITS OVER AN OBSTRUCTION OVER AN OBSTRUCTION 1 I 1 MIN. II ER.SPICEIa Y WHEELCHAIR CLEAR FLOOR SPACE AND REACH REQUIREMENTS 130" 48'I 12" (—L t �P C E MIN. T 01 S E MAXIMUM SLOPE x FINISH FLOOR FINISH FLOOR ACCESSIBLE LAVATORY ACCESSIBLE URINAL NORDSmTROM A A N FINISH FLOOR a- CARPET x X r\ < � � 2 N � < 1 _ DESCRIPTION URINAL LAVATORY TOILET T OILDERLET SSUE GRAB BAR CLOTHHOOK ES MIRROR N@ MOOTH, HAR , NON-ABSORB T 17' MI 3'-b"MIN. Project DOOR NOTE:NOTEY= 12"MIN. NOTEX = 12"MIN. DOOR FRAME BEYOND MOUNTING HEIGHT MATERIAL , � j MICHAEL KORS EXTENSION + WI TH EXTENSION „ U� _ _ < 7- "MAX. 12" - < / FROM TYPE THRESHOLD FROM FINISHED Z :2E OF ONE TRE A FLOOR TO HIGHEST z ^ J �� °' M X. MI ' WASHINGTON SQUARE, SPACE # G06 CO EXTENSION AT ELEVATION OF EXTENSION AT ¢ CARPET (WHERE OCCURS) - 1/4"COMP. MAX. OPERABLE CONTROL SP R Eo. N � °' i. z_ - Q 9620 SW WASHINGTON SQ. RD. iE BOTTOM OF RUN CENTER HANDRAIL TOP OF RUNAlf - ZLo TIGARD, OREGON 97223 STAIR HAND R LS -- MA Drawing Title MIN N M THRESHOLD PARAMETERS ADA COMPLIANCE 12' 12 12. NOTE: CHANGES OF ELEVATION ALONG ACCESSIBLE ROUTE. 11 M10. L LMAX. [MAX. AX WHEN X <= 48"; PAPER TOWEL SANITARY COMBINATION AND STANDARDS S 11 FLARED SIDES SLOPE= 1:12 MAX. 48" SWITCHES TELEPHONE DISPENSER NAPKIN TP/SEAT CVR. SOAP GRAB BAR @ GRAB BAR o b° STREET MIN. 1:10 X DISPENSER TOILETS R. MAX. 2 b �, 1,R � 1 STREET 48 Y CURB (BEYOND) W/WASTE VENDOR NAPKIN DSPSR. 1 1/2" Project No. 14933 . MAX. 2' R. MAX. MIN. WAL STREET 8 � 12"MAX. 36"MIN. 1 1:12 MAX.SLOP 1:12 MAX.SLOP x x 6 Scale: AS NOTED WAL x 1:10 WALK — — — — — — — — ® X Date: 10-27-14 ADJOINING SLOPE SLOPE=Y: X NOT TO EXCEED 1:20 WHERE X IS LEVEL PLANE 00 00 X o= _ x 1:12 MAX.SLOPE < < v � 18" _ Drawn By: P.N./S.R. FLUSH RISER ANGLED NOSING ROUNDED NOSING CURB RAMP WITH FLARED SIDES (PLAN) BUILT-UP RAMP WITH FLARED SIDES (PLAN) CURB RAMP (SECTION) `'[�i " o, zM 04 Checked By: M.P./G.O. ACCEPTABLE NOSINGSCURB RAMPS — 1 1/4 1 1/2 Drawing Na. STAIRS 8 ACCESSIBLE ROUTES 6 TOILET ROOM FIXTURES AND ACCESSORIES A� 003 3 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Architect RH SWEERS II �. �• PROPRIETOR (FFFr ;EE `D) RH SWEERS ARCHITECT .12 rhs@sweersarch.com 102 H.C. FITTING Rtv1 i — — — — — — — OREGON LICENSE NO.:4014 ADJACENT SERVICE ADJACENT ADJACENT ADJACENT — >: ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE i TENANT, N.I.C. CORRIDOR I TENANT, N.I.C. TENANT, N.I.C. TENANT, N.I.C. I I 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 t.ur»`�,:. ; «.:ort.t:.o :f:✓;,tao::ss::s:s::;:t`::`:.skn:x;,;:f:.s.s.;,s.a:.t.a..;.:.t..u.f.o..;.;.;.:o..k.a.o..;..a..o..^.t.t...x.a..s;::...:.::kt.o..r.r:.tt`:^..;.3k�eFsfa..�t.i/:>r.>,:,.:::,>::sr.;ssssssf::tss::;:ks::.s::f;;sof;:k:;;Ls::f;;,sr.. ../. rr... .::...:::,r,xr..../fs:N..:::k'tf!ffYsa'y;:,:fft.kk$./nfs::ff:k::'::. :......:.:..:,:...t,.::-t.r.x.:t......................................:t,t.c..f.f.:r..t.>,t.t...;.:t...f.:..;.;.:�..:::t.k.u...:;.'f.f.s.<s.s.:.s. :. s;...: .k.k.:.�..:.::.s.::.s.<.k.,.,.x...;.s..s.f.;.c..s.x.:.k..x.;.::r..<.;.r,:.::.:k.'. OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER ""'' """ ""x CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. EMPLOYEE CONVENIENCE i ii r i RESTROOM SALES AREA 108 F'E CLOSET -. Project Coordinator STOCKROOM € " Ft, .f� �.^. 3i lktk.fff:ka:.ux :Y%r..;, rp"'l/Y..'; .^;Y':k✓.r :..tri." :% C:%. >� .r R bt I ep 3'. F » 85 S .FT y Q 3 241 S .FT 1 0 .FT SQ .FT S Q ; EXIT LOAD , 1:300 r I 1:300 1:30 ° OCC=1 I OCC=3 £ 5 SERVICE i it %� OCC=109 i '� L�pf t p CORRIDORr� ............. , , i I £ 1 I i f' i } :xt� :/ E ;r Y F 1 f1 !f h. s:G., t k : ...r.:n.:;:,.::. ,.,,a:.):RYfrf^tkf$f%Yr kk::'C;;':. :... .......... ... .... .. .X:v.'�:•' ....:. ..:.... .. n,. ..ty.:;;sss'.;;;.:' ..............::::::.:r.:rxry.�ss... ., .:.r.:s:..s;sr:.:...:.......,...:.. .. :.:.�::::::..:::::::.: .:»..:::.,....:::.. .:.:.... .. ,. ....::.....: .:.,:...,:...;....r.'.: nn;y„.s':ys,..tyy,....,.rrss's ...4... 3 f. «... ..»...w.....,..:......... ...:i.:.. ... s: r �,.s:nks k `f.frfnss tf"„, .. .. : .,,.�...,...:k....,.s..1i...�... .:. ... .:.... r`. .. :.,•t x .. :. :.sf....i..,.t»xx..... .. ..... .... 3 s:^ :R:%>> r;+l.+is'l,%"lp. .�::'3,'f•Y�:ir..T,'sL:::s:✓..'t' :'3:lRkkkkk::�:: �'.:,iwi(iff:r"wwwlikx:'::... .tl::ww'fb'..�.ww'if:Y:t""'"""""««« "'„w„«,w'iiw'iiiwwil:"1+.........�.:ifrW;t:;k:' . :.......... .Y , i ..._:.....,. .. .. .. ....., ..::. . 7rr i^' « . ...................... r^ :::.ta:......... . .... « 2 zt.;. �� i � O �` E tw. I i } i i £-. is ii ii i asE� is i i rr.«« :cn•r��+<>;-r E f �i 4 ♦ O ................... ................. ...................J. TWO ONE TWO i O ,.�., 1 I :: :; is g+ ....... ....... ....... ....... ...... :: `? € 45 West 21 st Street, Suite 403 106 RESTROOM ��� New York, New York 10010 _ I T 212.904.0432 F 212.904.0433 El r, w t - a , } : EC,DtB� 4 " /° ` s _ _ ,, r ? ' / .4".._."::� � r 1 i �" � �I �_ �� j }"� "'1-11............................: [€ 1_ MEP Engineer �n,�:� tt.�,.. ..�. :w� } � I I 1 w,�...,..-; I .,.,.,...... _ ; ; 'Y E_ } ••,♦ f "I":.. .. ........ :..:.„.�.I.....i ... `.,.>, ...M ;r` \.y �Y7;: .. j ....... :t :. .'"a"' ... .....y : i, 4 E ... *, ,, - ..:... _._....I F' } ....... "i M-ENGINEERING \ / } u ./ ,:� ^te.»xuw� ft's `\lti`^,... i' y... 1 :,... ..l Lid w; i .. ..........- ,��� _ VILLE, OH 43081 9 I v'' I i i E � 750 BROOKSEDGE LV WESTE ADA FITTING ROOM f,r ( 1 ) 39 4 9 FX ( 1 )839-2222 £' r 54 SQ T — •�� � ,� �0 6 4 8 6 4 8 SERVICE I ; F 1:30 �t � � / CORRIDORf: HALLWAY Lighting 0 I I r} OCC=1 � ,, HENNESSY DESIGN . - I i I =, i'`r PO BOX 42162 PORTLAND OR 97242 a� 1 ( } r }E • s ..._........_...�......_...,.., _ . r _. W 1 ,:' _. __,\ i ' EXIT LOAD ' = _ ( ) ( ) - - ' 888 358-6368x101 503 583-8907 r F }. i ... ,.. E� 109 105 STOCKROOM FATHW / : �... ...I f,..: � �',��� _� ,; F .......,�. �, £i � I ;� � Consultant : I: i FITTING ROOM i' ' ' i _ ,�''� f»F z..........`4 H 4 — , a,. --..q .1...........I.,..... I /.... . .:..�. ..... ....... .... k: ................................ j I _ 1 __. I _._. 28SQ.FT _ _7i I _. ;: :i. . - ,.,`ss ,,_..,..._. l.Olmllki­ t l O .£ : E: I � ..+ ,. ,Y•,»„ �,.....w.. ..�....._........._^..✓:,�...Y.. -t--' 'E .,.......u, ,.,...............� :1....... �s f .iM,i ................. ;: � '1t^, fi r' '•}P""„ ,.a"" i E _ _ �. 3... 8 ...f 1:30 t � I i y —� J i' ) i / £i J E ;sYrs� t /``'F —� Fr f O C 1 r r^e '2; 1 Seal i'� � �.,. �' .F"� x"0°1� '•.r' .. FE 4 ! /,,.•" ,.� �.' �,FF •�,..� �r'•• /, I ARCHITECT: RH SWEERS II,PROPRIETOR RH SWEERS ARCHITECT. _ _ � ` THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY .... ....... ...... ....... .._.. ._... ... . .._ ..._.� .. T... � �•� �_„� J , RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE CONDITION R ANY DOCUMENTS AR MY SEAL "..."'"';i%^� �' S,O WHICH DO NOT BE I .97rl=..�.a• "z , ur:...<x,a, 1 11 f N „ i :f £ _. _T mm i � ».„ : , , �..w. ___ :: .,...:.�». r,+,»... .........:.:.»:.. ...:...,.,.,..<. ,..:.:::i,....t. ...:..::.+r.,...t.......0 ..:.[......,....,........... ...::.......:,.......,....... .,... .tt S I OFFICE 104 FITTING RM 101 F.R. VESTIBULE i 100 SALES AREA ��/ II 43 SQ.FT I i ►1..3 1:100 OCC=1 � � SERVICE ADJACENT �O �_�; `• 103 FITTING RM Fy £ �}!„ ALCOVE TENANT, N.I.C. f N.I.C. OF Og No. Date Issued By £kEi's y! ,F 107 MANAGER'S OFFICE j 3 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. 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. N 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. EGRESS PLAN 06 10-27-14 ISSUE FOR PERMIT 212 D. SCALE: 3/16"=1'-0" EXISTING PARTITION TO REMAIN (FIELD VERIFY EXACT LOCATION) NEW PARTITION (SEE PARTITION TYPES) EXISTING PARTITION TO _T BE REMOVED Key Plan/Ground Floor AREA CALCULATIONS GROSS AREA OCC/SF OCCUPANTS NEW DOOR SEE DOOR MICHAEL KORS ( °� ' 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 114 OCC EXISTING DOOR (SEE DICK'S A DOOR SCHEDULE) SPORTING ACCESSIBLE MEANS OF EGRESS ACCESSM STRIPS THROUGHOUT BLE MEANS OEG ESS PATH F EGRESS OATT STOCKROOM OR PAINTED LO LY). a 48" H METAL FENCE ALONG 44” OCCUPANCY CALCULATIONS EGRESS PATH BY GC.SEE 5/A400. "°Rps Om 4 ■ ■ ■ ■ ■ ■ 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: 45LF EMPLOYEE CONVENIENCE RESTROOM ONLY. PUBLIC RESTROOM FACILITIES TRAVEL DISTANCE 3: 13 LF O LOCATED <300' FROM LEASE SPACE, PER 2011 OPC SECTION 422.4. TRAVEL DISTANCE 4: 34 LF TRAVEL DISTANCE 5: 30 LF FIRE EXTINGUISHER PROVIDED & INSTALLED BY GC, COORDINATE EXACT Project No. 14933 TRAVEL DISTANCE 6: 54 LF LOCATION LOCATION WITH FIRE MARSHAL. Scale: AS NOTED MANUF.: POTTER ROEMER MAX ALLOWED DISTANCE: 250 LF MODEL: #3010 10 LBS ABC DRY-CHEMICAL Date: 10-27-14 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 Architect EXISTING STOREFRONT RH SWEERS 11 r TO BE REMOVED PROPRIETOR LEASE LINE ,, FI ;t EE DD BB iAA; Z #z Y RH SWEERS ARCHITECT f 1 xC / -I—DASHED LINE INDICATES LOCATION OF MALL rhs@sweerSarch.com ADJACENT TENANT I BULKHEAD ABOVE. i STOREFRONT NIC. GC TO r<< / �-/ ___—_ — — —, I OREGON LICENSE NO.:4014 ADJACENT SERVICE ADJACENT ADJACENT ADJACENT PROTECT AT ALL TIMES / / — — — — — — — _ \I ANEW TEMPORARY TENANT, N.I.C. CORRIDOR TENANT, N.I.C. TENANT, N.I.C. r TENANT, N.I.C. GC TO REPLACE EXISTING WALL I BARRICADE SYSTEM ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ` — — MOUNTED MALL SMOKE DETECTOR, ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE I EXISTING BLACK METAL REVEAL \ I INSTALLED BY DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE i ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION • TION COORDINATE SPEC & LO(/''`�A i. S.. ,./: •l; ;:i3'.%, :v3r.:: 33',:' ir3r3: ;,,�:<:: ..3,.3» t3N;; LANDLORD VENDOR AT ,d;,:....;:»;,•wv,<o:;.:»»:.:..atn::ry",.nrrvr..:rr;.vvth...y:.:n.v:..;:r:::»s::».• .»::.:,.:;,y :.....::;• TO BE REPLACED BY GC .I I OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER WITH MALL MANAGEMENT. III I ( TENANT'S EXPENSE AS CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. — - - - - - - - PER MALL GC TO VERIFY EXISTING STRUCTURAL MALL COLUMNS 1 GC TO VERIFY CONDITION PORTION OF EXISTING «' GC TO VERIFY CONDITION REQUIREMENTS. GC TO CONDITION OF TO REMAIN. GC TO VIF LOCATION OF EXISTING DEMISING CMU DEMISING CMU OF EXISTING NON-RATED i`L — I I III I I Project Coordinator E I A WITH A» a� E COORDINATE ../ :lY ,.Q.. ...........:......t. .... ..,.... ....».»»,. .,..:.»»»»..»v:.,.....,...,»...:....,..............: ....r..r..:r:::,........ /. .3%::n:.b:tt ..:f..> ;....�,�� �� �, ..,.......�.... REMO E EXISTING EXISTING CMU AND NOTIFY OWNER/ARCHITECT OF WALLS TO REMAIN. GC TO PARTITION TO BE ,.>r:.<:;«;.>;:.::�;<<.::.:::......::3=.>=;<»:<:3>: <«: :3� ; DEMISING VEJALLS TO REMAIN. DEMISING WALLS ANY DISCREPANCIES.COORDINATE F PATCH AND REPAIR AS REMOVED. I GC TO PATCH AND REPAIR I GYP BD SOFFIT& I I III I MALL MANAGEMENT. SERVICE EXISTING STRUCTURAL MALL COLUMNS TO EX'G LIGHTING I I I III I SEE A 100.1 TO REMAIN. GC WITH STRUCTURAL DRAWINGS. REQUIRED EXISTING GYP BD AS I 4'-10" CORRIDOR REMAIN. GC TO VIF LOCATION AND NOTIFY I IiI I TO PATCH AND - ;` REQUIRED FOR NEW FINISH. I EXISTING STOREFRONT 5" i - - *- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OWNER/ARCHITECT OF ANY DISCREPANCIES. �i - � I REPAIR AS - - - -- - - -urs- - - LEASE LINE ^) COORDINATE WITH STRUCTURAL DRAWINGS. — -{ I I I I TO BE REMOVED . x; � :,;. REQUIRED :, y,:.s, ,,, ,. Y� L I— — I n : r. ;3'. ; 3 ..»;,,..%...:>^%;<.;t,. _. ,.. .:.....: ... .. ...._ ------ EXISTING ._. 7 -4 ....._...._.... .___._ ._... _._...__..__..........._...... . .., .. .. .. n......b...%:.....v... » .. :;;.,..:. .y,vy ....'o:..;;5%.ya'r::.tr..:..yr:i..r::.,.;r ,: ... n...,. .... >:� �• Y•. ..3.n. ,.. .;u.;..,. 3:. , ,.�";'t:[SP _ _ _ _ z ...:.... ..ifd..F.n.:... . :.:... ..�;,.:.:r.:.;. �... .;%,'n.:>.,�,.,:.,.,.:`3:f /ii..',#',.:,t•a.:.....::z;t.t::...::.:..,r... ..... r:..:. .,. . .................. .. .. . ....,.«en 1r - - - - - - - -- - - -- -- - __ - - - - - - _ _ _ _ - - - _ _ = - - - _ - -_ _ — _ _- - _ - _ — _— - - - - - - - - - - - - - - - - - - - _ — _ _ - - ___ - _ _- - - - - - - - -__ -- -EXISTING NON-LOAD f . . EXISTING PLUMBING ;� . � I I I r r:, T T -T- T �; f � T T -r - i1 T T � T - T T � »u» BEARING FURR-OUT �/ FIXTURES/ACCESSORIESl I I II I I I I I I I I I I I II I I I I I I I I I I I I I I PARTITION TO BE I I I I T ■• 0 O N E T W 0 TO BE REMOVED. ka,• LJ - - 1 - - - L - - - - - - � - - - - - - - �. - - - � - - - � - - - - - - � - - - � _J - - - � - -- - — — � - - - L - - - 1 - - - - - - - - - - - - � - - -� - - - - - - � - - - � - - �- - - - - L — _J 1 I F— — — — REMOVED I I I I 45 West 21 st Street, Suite 403 ALL PIPING TO i l U � � � I ! I '' I I I I I III I I I REMAIN AND OR TO 13.r _ EXISTING NON-LOAD EXISTING STRUCTURAL MALL GC TO VERIFY CONDITION I EXISTING NON-LOAD ( ALL EXISTING ELECTRICAL EXISTING STRUCTURAL MALL COLUMNS TO I I I I New York, New York 10010 BE RE-ROUTED AS BEARING PARTITION COLUMNS TO REMAIN.GC TO OF EXISTING NON-RATED I BEARING FURR-OUT ! OUTLETS &TELEPHONE-DATA REMAIN. GC TO VIF LOCATION AND NOTIFY I I I I PER NEW PLUMBING 1 LEXISTING I E I I I T 212,904.0432 F 212.904.0433 ;j^ II I ? & MILLWORK TO BE VIF LOCATION AND NOTIFY DEMISING WALLS TO REMAIN. I I PARTITION TO BE TO BE REMOVED UNLESS OWNER/ARCHITECT OF ANY DISCREPANCIES. I I I LEASE LINE FIXTURES.SEE A101 K. ; NON-LOAD REMOVED OWNER/ARCHITECT OF ANY GC TO PATCH AND REPAIR I REMOVED ! OTHERWISE NOTED WITH "EX". COORDINATE WITH STRUCTURAL DRAWINGS. AND A202 1 "k` BEARING PARTITION '"� DISCREPANCIES. COORDINATE EXISTING GYP BD AS ? MEP Engineer & DOOR TO BE III ' I I I g lY WITH STRUCTURAL DRAWINGS. REQUIRED FOR NEW FINISH. I 3 I I 1 x REMOVED III I ' EXISTING 2"0 STEEL I 100. EXISTING CEILING AND LIGHTING i I I � I I M-E N G I N E E R I N G EXISTING FLOOR fl ; II I ALL EXISTING MILLWORK TO BE TO BE REMOVED THROUGHOUT I I >' I I 750 BROOKSEDGE BLVD,WESTERVILLE OH 43081 < : COLUMNS SUPPORTING REMOVED COMPLETELY INCLUDING ' CLEAN OUT TO t'I ' ; INCLUDING MEZZANINE AND ALL "'. I I� — EXISTING STEEL STAIRCASE I i I 614 839-4639 FX: 614 839-2222 REMAIN , I ASSOCIATED ELECTRICAL, DATA & i ASSOCIATED STRUCTURE AND I ! I I I ( ) ( ) SERVICE I I i I I TO BE REMOVED. I LIGHTING U.O.N.ALL ELECTRICAL ELECTRICAL WIRING TO BE I I I I \ MALL CORRIDOR 1 <% �I� I I I WIRING TO BE REMOVED BACK TO REMOVED BACK TO POINT OF i I I I HALLWAY Lighting 1 II \I� III I POINT OF ORIGIN. ' I i HENNESSY DESIGN ' � I ORIGIN. I EXISTING PLUMBING FIXTURES I ALL EXISTING FLOORING TO BE ' EXISTING STOREFRONT, PO BOX 42162 PORTLAND,OR 97242 Y' II III — — I' II I I TO BE REMOVED &ALL PIPING i REMOVED THROUGHOUT U.O.N. I \\ I / GYP SOFFIT, LIGHTS, LEASE LINE II II — — III II I I TO BE CAPPED OFF. ` GC TO PATCH/ REPAIR/ LEVEL I I y I I L — — AND ENTRY DOORS TO (888)358-6368x101 (503)583-8907 FLOOR AS REQUIRED. REMOVE EXISTING REMOVE EXISTING i - I BE REMOVED I I I Consultant CASHWRAP AND GYP BD SOFFIT& I GC TO VERIFY 1 III_ -- - -III v — d I ELECTRICAL EX'G LIGHTING CONDITION OF 1 r;N; , . _ EXISTING STEEL STAIRCASE ; EXISTING CMU 1 < . II r '�_;< & CONVEYOR BELT TO BE EQUIPMENT DEMISING WALLS 1 E II II GC TO VERIFY CONDITION I I I I . : ; 1 .< REMOVED. y TO REMAIN. GC .,<a , I I II II II I j OF EXISTING NON-RATED ! I 3 I EXISTING STOREFRONT ALL EXISTING ELECTRICAL REMOVE EXISTING '>;yk ( i I TO BE REMOVED TO PATCH AND I — DEMISING WALLS TO REMAIN. _ OUTLETS &TELEPHONE-DATA MILLWORKING REPAIR AS GC TO PATCH AND REPAIR I I I I I .;f UP ° UP °Ll I TO BE REMOVED UNLESS AND ELECTRICAL I REQUIRED REMOVE EXISTING ELECTRICAL EXISTING GYP BD AS i ; I I I GC TO REPLACE EXISTING Seal <' 11 ,r. F LL ARCHITECT EQUIPMENT. PLEASE SEE POWER/DATA REQUIRED FOR NEW FINISH. OTHERWISE NOTED WITH"EX . 1 EQUIPMENT I I L - - - - - - - - - - - - - II I �I� II WALL MOUNTED MA : RH SWEERS II,PROPRIETOR RH SWEERS ARCHITECT. EXISTING 1 ;3 y \ I ; I I I SMOKE DETECTOR, THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY ` 3f; PLAN AND ELECTRICAL DRAWINGS FOR I SALES/STOCK \ I I I RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE 3, PROPOSED ELECTRICAL EQUIPMENT I COORDINATE SPEC. & CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. DOOR AND FRAME - - - - - - - - - - - - - I 1 3 - - - T - - - T - - - T — T — T — T - - - T — T T — �' � - - T — — T - - - T - - - T - - - T - - - T - - - T - - - � I I I I 31011 LOCATION WITH MALL y TO BE REMOVED. — — — - aI > I — — T — - -I T - - - —F —7 - - T - - - - - - - -,- - - - T - - - , - - - T - - I— - -I— MAX i I MANAGEMENT. I. I I b , 1 I V — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Y «.;:t:t%:»<.,;.;:,'. ,t.tt%:r::.:::.,:,..::>:,,,,.,.:..;.:3.>:3:::;r,v..r::;:.;,.:<.;:.r:.r:t.r:.:.. ...... ............... .....::...:.,.,..... av„r;.y,.::,..::::. ....:.. ...........,.. ........................... ...............:..: .:. :::r:.......r.::rt3'::....., .v�U .., .... .. v „ : ......:.::.................:..:... ....nd.:. ... .....:::.. . .. ....... - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BLACKMTA s EXISTING LEASE LINE / EXISTING STRUCTURAL MALL COLUMNS TO "'`"" I REMAIN. GC TO VIF LOCATION AND NOTIFY I ~ REVEAL TO BE I EXISTING STOCKROOM EXISTING SALES AREA EXISTING STRUCTURAL MALL COLUMNS TO EXISTING STRUCTURAL MALL COLUMNS TO LEASE LINE OWNER/ARCHITECT OF ANY DISCREPANCIES. GC TO VERIFY CONDITION I I REPLACED BY GC SERVICE DOORS AND EGRESS DOOR AND REMAIN. GC TO VIF LOCATION AND NOTIFY REMAIN. GC TO VIF LOCATION AND NOTIFY COORDINATE WITH STRUCTURAL DRAWINGS. OF EXISTING NON-RATED DASHED LINE INDICATES FRAME TO BE REMOVED. FRAME TO BE REMOVED. OWNER/ARCHITECT OF ANY DISCREPANCIES. OWNER/ARCHITECT OF ANY DISCREPANCIES. i DEMISING WALLS TO REMAIN. 1 I LOCATION OF MALL u COORDINATE WITH STRUCTURAL DRAWINGS. s COORDINATE WITH STRUCTURAL DRAWINGS. GC TO PATCH AND REPAIR I I BULKHEAD ABOVE. EXISTING GYP BD AS SERVICE ADJACENT �� REQUIRED FOR NEW FINISH. i ADJACENT TENANT OF O� I I EXISTING REQUIRED ALCOVE TENANT, N.I.C. N.I.C. STOREFRONT NIC z;s; r. No. Date Issued By v�ki yY' 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. <f: 3;::. . : :... . ;,;,... .... :..; ; y.. .....:.................y..............:...,............:::....:............::. . ...... ......,.::...... . :�..,.....::... ,..:...... ..:.:..,>..::.,.....,,,<,y :':::.,..,.k.,......:>.:..,..<,.:...,,�. ,,,„.. ":; 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. DEMOLITION PLAN SCALE: 3/16"=V-0” 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 REMAIN. ` PERFORMED UNDER THIS SECTION SHALL INCLUDE, BUT ARE NOT LIMITED TO: REMOVAL OF ALL 8. DEMOLITION % t REMOVE EXISTING UNIT .�, REMOVED. w Key Plan/Ground Floor If, � EXISTING ACOUSTICS AND GYPSUM WALL BOARD, CEILING AND FRAMES, LIGHT FIXTURES, CONTRACTOR SHALL CONTACT MALL MANAGEMENT TO COORDINATE LOCATION OF DUMPSTERS. g3 `s '`s';:/"i /:(f;<.�f ?`t E 9f �'. F ,�N:.:Si: F �d{`%' 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 :x* f 3Fy t I EXISTING GYP SOFFIT, LIGHTS, y 3 , 3 � ,�. STOREFRONT TO REMAIN � ,: : MICHAEL KORS SPECIFIED ON THE DRAWINGS. PROCEDURES DO NOT INFRINGE ON THE APPROVED WORK SCHEDULE OR SALVAGE _ P � �`��i'' �'� i�I.a E" UNDISTURBED. AND SLIDING TRACK TO BE f I REMOVE EXISTING SERVICE SPACE#G06 2. CODES AND STANDARDS REQUIREMENTS. WHERE SALVAGING IS REQUIRED, PROCEDURES SHALL BE SUCH THAT THE ��I1161) , r , %�f,t y, a REMOVED DOOR AND FRAME. 23 S.F. DEMOLITION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPLICABLE MAXIMUM AMOUNT OF SALVAGE WILL RESULT. MATERIALS AND EQUIPMENT TO BE i� IAf 4 5 SAFETY REQUIREMENTS OF THE LANDLORD, CITY AND STATE OF THE PROJECT,THE SALVAGES, IF ANY,ARE LISTED BELOW. , EXISTING STOREFRONT, ENTRY ' y „ w DgK'S d EXISTING,STOREFRONT,TILE SPORTING ASSOCIATED GENERAL CONTRACTOR'S MANUAL OF ACCIDENT PREVENTION IN 9. DISPOSITION OF MATERIALS, EQUIPMENT,AND DEBRIS DOORS AND GLAZING TO BE REMOVE EXISTING FINISH AND WALL TO BE y�� CONSTRUCTION, LATEST EDITION,AND THE APPLICABLE REQUIREMENTS OF THE A. MATERIALS AND EQUIPMENT TO BE SALVAGED: `t' REMOVED. "`%' ` r REMOVED ` S'�% ELECTRICAL EQUIPMENT. GOVERNING CODE, AND O.S.H.A. • MATERIAL AND EQUIPMENT TO BE SALVAGES ARE LISTED ON THE DEMOLITION %, '. PLEASE SEE POWER/DATA 3. PERMITS AND LICENSES PLANS. CONTRACTOR SHALL CONSULT WITH TENANT AND REVIEW THE DRAWINGS - . , i3 PLAN AND ELECTRICAL �` " .: EXISTING MALL FINISH 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 y:�.£«��;€ =��>"v<' DRAWINGS FOR PROPOSED ' f ,.,:yf33;1:rd".. . % ,5 � "' FLOOR TO REMAIN. AND EQUIPMENTS , 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 fHz '>':_�� ,� % ,.;;�<,:<, ;'::. � ELECTRICAL EQUIPMENT ARCHITECTURAL, MECHANICAL, & ELECTRICAL PLANS SHALL BE FILED WITH LOCAL BLDG.DEPT. BY RECONDITIONING WILL BE REQUIRED FORE REUSING THE ITEMS. RECONDITIONING y 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 NORDSwTROM CONVEYOR CONTROL. A. CONTRACTOR SHALL CONFORM TO ALL FEDERAL,STATE AND LOCAL ORDINANCES AND PROPERLY STORED AND PROTECTED UNTIL TIME FOR THEIR USE. 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 s '� 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. WASHINGTON SQUARE, SPACE # G06 DAMAGES, CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PRESERVE THE EXITING THE ADJACENT TENANT SPACES AND THE BUILDING IN A CLEAN CONDITION,SATISFACTORY . ,:., 9620 SW WASHINGTON SQ. RD. TO REMAIN ITEMS. TO LOCAL AUTHORITIES AND THE ARCHITECT.THE CONTRACTOR SHALL REPAIR ANY �f;% -- EXISTING,STOREFRONT, ENTRY REMOVE EXISTING WALL !% ;% '.....,;.,::>" REMOVE EXISTING TIGARD OREGON 97223 ''' �' PARTITION FDEMOLITION W RK S AL T C COMMENCE UNTIL TEMPORARY WO SUCH AS D ADJACENT TENANT WALL LOBBY FLOORING ETC.TO THE SATISFACTION OF INVOLVED � DOORS AND GLAZING TO BE F. O SHALL NO O P RK S FENCES AN �.x<;><>€ t, .r' <k >'::':r.. . ELECTRICAL EQUIPMENT. BARRICADES AND ANY REQUIRED WARNING LIGHTS AND APPARATUS ARE FURNISHED AND PARTIES DAMAGED BY THE DEMOLITION PROCESS. y" f3 is REMOVED. Is, s;„ ) I DrawingTitle INSTALLED. BARRICADE &GRAPHICS MUST BE INSTALLED DURING EVENING 12:30PM TO 8:30AM 1 I.GENERAL NOTE. UPON COMPLETION OF DEMOLITION OF PREMISES, ENTIRE SPACE DIMENSIONS PLEASE SEE POWER/DAT A PRIOR TO DEMO CONSTRCUTION. SHALL BE VERIFIED AND NOTED OF ANY DISCREPANCIES BY GC'S FIELD SUPERVISOR USING » EXISTING GYP BD WALL n PLAN AND ELECTRICAL 5. SITE INVESTIGATION CONSTRUCTION LAYOUT SHEET.GC SHALL RESUBMIT THAT SHEET WITHIN (3) THREE DAYS FROM TO BE REMOVED. .s. 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 FROM LEASE LINE TO BE ACQUAINT HIMSELF WITH ALL AVAILABLE INFORMATION CONCERNING CONDITIONS WILL NOT REMOVED THROUGHOUT %' REMOVE EXISTING RELIEVE HIM FROM RESPONSIBILITY FOR ESTIMATING THE DIFFICULTY OR THE COST OF THE WORK. EXISTING PLUMBING FIXTURES 6. DISCONNECTION OF SERVICES TO BE REMOVED & ALL PIPING U.O.N. GC TO PATCH/ ,.. CONVEYOR CONTROL. Project No. 14933 .. REPAIR/ LEVEL FLOOR AS �� ��! A. EXISTING SERVICES THAT WILL BE DISRUPTED BY CONSTRUCTION WORK SHALL BE RE-ROUTED AS REQUIRED. TO BE CAPPED OFF ij ii Scale: AS NOTED NECESSARY TO PROVIDE TEMPORARY CONTINUATION OF SERVICE. %rya % B. DISCONNECTED SERVICES SHALL BE PLUGGED AND SEALED IN AN APPROVED MANNER. ALL EXISTING FLOORING TO Date: 10-27-14 C. SPRINKLER SHUT-DOWN SHALL BE COORDINATED WITH THE BUILDING PRIOR TO EXECUTION OF U.O.N.REMOVED THROUGHOUT Drawn By: P.N./S.R. U. GC TO PATCH/ WORK. 7. ABANDONED ELECTRICAL WIRING REPAIR/LEVEL FLOOR AS Checked By: M.P./G.O. CONDUITS AND OTHER UTILITIES ENCOUNTERED IN THE PROGRESS OF THE DEMOLITION THAT ARE TO REQUIRED. Drawing No. DEMOLITION NOTES PHOTOS 3 2 A- 1 00 SCALE: N.T.S. SCALE: N.T.S. Architect RH SWEERS II EX'G CMU DEMISING PROPRIETOR #�tti8 PARTITION TO REMAIN. "at REMOVE EXISTING SALES 's%F • ..,, EXISTING METAL DECK AND "" % EX'G CMU DEMISING RH SWEERS ARCHITECT � / � �� STOCK PARTITION. ,� , OPEN WEB JOISTS TO REMAIN ,�r,,,, �` PARTITION TO REMAIN. UNDISTURBED. REMOVE EXISTING TUBE STEEL rhs@sweersarch.com REMOVE EXISTING TUBE STEEL s Iii �� i•' RAILING. 1' lillh� :; RAILING. OREGON LICENSE NO.:4014 REMOVE EXISTING CONVEYOR q EXISTING FLUORESCENT REMOVE EXISTING SALES / ., � Ili it f ' BELT& METAL STAIRS. LIGHTING AND HVAC i gYC � STOCK PARTITION. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ` DUCTWORK TO BE REMOVED. ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE REMOVE EXISTING HOLLOW 'S... DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENTTHE ;<;>: ; REMOVE EXISTING HOLLOW ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION ` METAL SERVICE DOORS & EXISTING,STOREFRONT, TILE METAL SERVICE DOORS & OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER FF E's =DD C} IC FRAME. FRAME. ECONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT I f,y FINISH AND WALL TO BE REMOVED REMOVE EXISTING Project Coordinator ' '`S'"`'hE REMOVE EXISTING EX'G CONCRETE SLAB TO CONVEYOR BELT, STOCKROOM SHELVING METAL STAIRS & EXISTING STRUCTURAL MALL COLUMNS TO REMAIN, GC TO PATCH AND RAILING. REMAIN. GC TO VIF LOCATION AND NOTIFY LEVEL SLAB AS REQ'D. I OWNER/ARCHITECT OF ANY DISCREPANCIES. i ALL EXISTING FLOORING TO COORDINATE WITH STRUCTURAL DRAWINGS. BE REMOVED THROUGHOUT U.O.N. .��.^ rzxrz: iigr.Er<. :'y.•:.: �:✓:: :<xzz;r,sx.' a'?A`t. b+ vt:G' .:» »:::::.�. £ t/ y v v ::. : .<:5t.{✓s,:%>':,.�'.{<:1.,..'�::,:yQrb,rn(6i:r`.::r:,ru:.yr 29 � :.�::.:......:..::..............:.........:1.............:...... ..<.,..... :......:..z.E:.�r�.......,u.`...:.:.. .1.:.:,.:,,.::::.:.::t::z.,ftt::.:,r::�<�c:r,..z§+.t....v. :...:,:t:? �:y,.:t.,:..::.� Nf> . 'f REMOVE EXISTING SALES / 's STOCK PARTITION. 1 REMOVE EXISTING STORAGE 45 West 21st Street, Suite 403 EXISTING CMU DEMISING EXISTING GYP. BD. DEMISING 9 EXISTING STEEL STAIRCASE PARITITION TO REMAIN. ( PARITITION TO REMAIN. I t EX'G GYP. BD., CMU PLATFORM. & CONVEYOR BELT TO BE I New York, New York 10010 y DEMISING PARTITIONS 8� 1 'jyk :<a., T 212.904.0432 F 212.904.0433 REMOVED; REMOVE EXISTING x " STRUCTURAL BEAMS & REMOVE EXISTING ACT / ::S:Ef%'� H , II CEILING AND LIGHTING I COLUMNS TO REMAIN. ,�,... �� . _._. _ _,.. ...-.. ....� .. ...... ....... ....... ..... ...... ...... ...... ..... .... . .. ....... ...... ..... ...... ..... ..... ...... . _ CONVEYOR BELT, METAL I n STAIRS, 2"Q)COLUMNS & EXISTING HOLLOW METAL DOOR RELOCATE EXISTING MEP Engineer ALL EXISTING MALL DECKING, ROOF LEADERS, PIPING, } II , (: II f III ? DUCTWORK, CONDUIT, MECHANICAL EQUIPMENT I SPRINKLER HEAD. ` AND FRAME TO BE REMOVED. GC f„ SPRINKLER HEAD AS REQ'D. ALL EXISTING STOCKROOM SHELVING %: it ,/ M-ENGINEERING II ; ' ` II r -L — 7 STRUCTURAL COLUMNS, JOISTS AND BEAMS TO REMAIN I j 'S f. ;:.` s•;:.; TO INFILL OPENING TO MATCH 8� �% L! ' I� EXISTING STEEL TUBE TO BE REMOVED COMPLETELY. ALL i / £ REMOVE EXISTING NON 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 f ALIGN W/ EX'G ADJACENT DEMISING '" II '�°1� ILL,` — �I ELECTRICAL WIRING TO BE REMOVED UNDISTURBED. GC TO RELOCATE EX'G SPRINKLER I j `.�'^>,� £z. II RAILING TO BE _ %' BEARING OFFICE PARTITIONS. 614 839-4639 FX: 614 839-2222 i BACK TO POINT OF ORIGIN. HEADS AS REQ'D. COORDINATE DEMOLITION OF I " EX'G CMU DEMISING f. PARTITION CONSTRUCTION. GC TO < , REMOVEDs ( ) ( ) x.: MEZZANINE WITH MALL MANAGEMENT. I° % PARTITION TO REMAIN. INSTALL VINYL BASE TO MATCH EX'G II'^,; , : ��� — — -i III I � � . � REMOVE EXISTING — — w_ . ........ _... ...:._ ....... _..... ...... .... -_.... ...._. ..._.. ADJACENT MALL FINISH. LI ELECTRICAL EQUIPMENT. Lighting g - - II s EXISTING HVAC DUCTWORK AND EXISTING CMU f'< STbh,0 �OM — III LIGHTING TO BE REMOVED I ,, t , ,/ ` ALL EXISTING FLOORING TO H E N N ESSY DESIGN < %% / BE REMOVED THROUGHOUT. ALL EXISTING FLOORING TO DEMISING :f i. IIBtbl — — I III THROUGHOUT INCLUDING ALL I I ;,,1 '/%'i,� ; ' �� PO BOX 42162 PORTLAND,OR 97242 PARITITION TO ks I ' :� ? ( ,E:;; {, ° }�,.^..,,... BE REMOVED THROUGHOUT I I I L — — I ASSOCIATED STRUCTURE AND / yy y%% ; , ,.. EXISTING MALL FLOORING TO REMAIN. I :*: II T.O. DECK L,.P. ELECTRICAL WIRING TO BE REMOVED I X REMAIN UNDISTURBED. U.O.N. (888)358-6368X101 (503)583-8907 ±28'-1"AFF 3 BACK TO POINT OF ORIGIN. COnSUltant II ...... .. ...... ...... ...... ....... ... ....... ...... ...... ...... ...... ....... ...... ...... . ....... ...... ...... ...... ...... ...... ....... , ...... ....... ...... . ...... ...... ...... . I ALL EXISTING PLYWOOD FLOORING I E:XISTINj � _LCYAA iIl I TO BE REMOVED THROUGHOUT. ( EXISTING GYP. BD. ,8EARIN zFlA1PTITI�N \ II PARITITION TO BE TO BE 0 MORED > — T — _ — ^III I REMOVED Seal _..... ... ...... .. _ _. ..._. ... _.__. ...._ _.... _. _... ..... _. ...... .... . I 1 ARCHITECT: RH SWEERS II,PROPRIETOR RH SWEERS ARCHITECT. EXISTING ACT CEILING & F:r THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY 3: I EXISTING METAL SERVICE DOOR AND FRAME I Wit: : : RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE LIGHTING IN I TO BE REMOVED. GC TO INFILL OPENING W/ CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. L_ EXISTING CHAIN MOUNTED OFFICE TO BEMETAL STUDS AND GYP. BD. FLUSH W/ EX'G J REMOVED. ADJACENT DEMISING PARTITION. GC TO FLOURESCENT LIGHT FIXTURES PROVIDE VINYL BASE @ EGRESS STAIR SIDE TO BE REMOVED. . .>` TO MATCH EX'G ADJACENT MALL FINISH. ............................_........ ..„.. _.....y..:.:. , . :J: ::.. : :n ..._...........,........._ :.... .:......+r ,:n�;t,..r..,r:t.:::a. .p.. •rr. , , tt: 28 EXISTING CMU DEMISING G=,:,r E. STING` YP,,.r'BD, ISING r i PARITITION TO REMAIN. ',,, ¢ARITIT ' N,TO [i;E AI'N,�' /�, I < OF Og EGf2E� /l I x:;r STAIR s NI” t No. Date Issued By ��''� /� � f '��' 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212D. N, 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. ;y ,+ 06 10-27-14 ISSUE FOR PERMIT 212 D. N DEMOLITION PLAN - MEZZANINE 3 PHOTOS - MEZZANINE SCALE: 3/16'= V-0" SCALE: N.T.S. Key Plan/Ground Floor MICHAEL KORS :., '°; T SPACE#G06 4,523 S.F. ±27'-8"AFF If>"x +r f. SPORTING js.. h4if:.L•:. ,� EXISTING METAL DECK AND B.O.JOIST L.P. �:�:� .._. ;�� ��;�� �N'<.•E.G�i` ±25-6 5/16 AFF F , n .r, I OPEN WEB JOISTS TO REMAIN. �'" I EXISTING METAL DECK AND EXISTING CHAIN LINK SAFETY OPEN WEB JOISTS TO REMAIN. FENCING TO BE REMOVED. EXISTING CMU ' DEMISING - NORD SROM PARTITION TO EXISTING TUBE STEEL RAILING ' t - REMAIN. °. I TO BE REMOVED. M® I EXISTING GYP. BD. PARTITION EXISTING MEZZANINE .i TO BE REMOVED. EXISTING CONVEYOR BELT PLYWOOD DECK AND STEEL � EXISTING MALL DUCTWORK, .£ � n � � � TO BE REMOVED. STRUCTURE TO BE REMOVED. — — I MECHANICAL EQUIPMENT, � /�y, LL GY ABD N T.O..MEZZANINE_FL OOR......... _ �I I — — — _ _ _ — — _ — — — _ _ _ — — — — LEADERS, CONDUIT TO EXISTING MA P - - - - - - - - — _ - - - - - — H ryG BULKHEAD &SOFFIT <5 ;:...T II I T I T 1- T I T �l- T I T l� T T I- T I T 1- T I T I T I T I T I REMAIN UNDISTURBED. EXISTING STRUCTURAL MALL COLUMNS ,` ;..tF. Project r - - -1111 ............................. TO REMAIN, N.I.C. y nzh. TO REMAIN. GC TO VIF LOCATION _' _ _ MICHAEL KORS ±14'-10 AFF r Vim.. II I — —I .� .._. n AND NOTIFY OWNER/ARCHITECT OF � B.O,�MALL�BULKH.EAD� ANY DISCREPANCIES. COORDINATE wl ±14 7 AFF WITH STRUCTURAL DRAWINGS. I I I l�.» E WASHINGTON SQUARE, SPACE # G06 T.O.T,O, BARRICAD ±1 '-10"AFF 9620 SW WASHINGTON SQ. RD. :t Gr. _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — B O ACT CEILING ���- — — — — — — — — — — — — — — — — — — — — — .t"r - — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ±9-11 AFF ; - - - - - _ _ _ _ _ _ - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - TI ARD, OREGON97223 ±9,-1,1"AFF' II I � - - -I III T EXISTING SALES AREA ACT EXISTING GYP. I Drawing Title �4 r - - VIII "4 ROOM II I - — — - EXISTING SALES AREA ACT � — — — - -E CEILING & LIGHTING TO BECEILING & FFIT r — — II I REMOVED. I \ / I REMOVED LIGHTING TO BE BO BEOREMOVED. ii I EXISTING STOREFRONT& GC TO VERIFY CONDITION ENTRY DOORS TO BE DEMOLITION PLAN EXISTING - I \ / �— PORTION OF EX'G GYP. BD. OF EXISTING NON-RATED REMOVED ` ' I II I � — — -i II I I \ / I E > DEMISING WALLS TO REMAIN DEMISING PARTITION TO BE . II ELECTRICAL �� r — — �II EXISTING SALES /STOCK \/ ® MEZZANINE EQUIPMENT II I - — — - PARTITION TO BE REMOVED. I I REMOVED. GC TO PATCH AND REPAIR II /\ EXISTING TENANT FLOOR FINIISH TO BE CONVEYOR " F II I _ I I EXISTING GYP BD AS I I EXISTING MALL FLOORING ��:�. / \ REMOVED. GC TO PATCH, REPAIR AND CONTROL TO IL — r —amu EXISTING METAL STAIRCASE REQUIRED FOR NEW FINISH. II TO REMAIN UNDISTURBED Project No. 14933 xIH / \ I LEVEL EXISTING SLAB FOR NEW TENANT BE REMOVED. — — I II I TO BE REMOVED. I / \ FLOOR FINISHES. (I Scale: AS NOTED t MALL-CORRIDOR ±0'-0"AFFf Date: 10-27-14 Drawn By: P.N./S.R. Checked By: M.P./G.O. Drawing No. DEMOLITION SECTION 2 A� 100ml SCALE: 3/16'= V-0" Architect 18'-03..VIF 4 RH SWEERS 11 PROPRIETOR FF) BB': :AA %T RH SWEERS ARCHITECT x rhs@sweersarch.com C? < OREGON LICENSE NO.:4014 VICE ADJACENT ADJACENT LEAS LINE ADJACENT ADJACENT SER E ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE LODT TENANT, N.I.C. ORRIDOR -0" TENANT, N.I.C. TENANT, N.I.C. TENANT, N.I.C. AS PER 3 ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE I-1C MAX 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 WRIT-TEN CONSENT OF THE ARCHITECT. 7 7,77-77'777 7.7 ........ -'*0. R xxxxx�:�� ........... X. Project Coordinator TEMP BARRICADE BY LL V SER ICE CORRIDOR r LEASE LINE ........... AS PER LOD ............ .... ........... .. .......... .... .......... .......... ...... '29 ............... . .... ... ....... ... .......... ................. . ...................... . ...... .. ....... ........... 6m . . .. ..... TWO3 4 ... ONE TWO i 100. 6'-6"W x 8'-0"H 45 West 21st Street, Suite 403 DOUBLE BARRICADE New York, New York 10010 -.N C TO DOOR BY LL. G T 212.904.0432 F 212.904.0433 VIF:LOCATION. FINISH: VINYL GRAPHIC �O COVER (BY CLIENT). L0 MEP Engineer [BARRICADE BY LANDLORD.] 3'- 0.. IM-ENGINEERING 750 BROOKSEDGE BLVD.WESTERVILLE, OH 43081 (614)8394639 FX: (614)839-2222 SERVICE Lighting CORRIDOR HALLWAY ISEE DEMOLITION HENNESSY DESIGN PLAN ON A100 looPO BOX 42162 PORTLAND, OR 97242 -6368x101 (503)583-8907 (888)358 Consultant LEASE LINE 7 AS:PER LOD 3'-0" MAX Seal ARCHITECT: RH SWEERS 11,PROPRIETOR RH SWEERS ARCHITECT. THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. DA .__m __m ................................................................ . ._ . ...... * ------ --- sk i; � � K - . ­ .. . .... .. 7 � ............... W! L D 5'-6"V F TEMPORARY STOREFRONT BARRICADE SYSTEM BY LL. REMOVAL BY LANDLORD N AT COMPLETION OF CONSTRUCTION. (TYP) ALCOVE I 4T . SERVICE ADJACE� TENANT, N. 00 Date Issued By No. xxi 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. -1514 2 C T VIEW 212 D. 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 04 10-20-14 ISSUE FOR PRELIMINARY ILL REVIEW 212 D. 05 10-27-14 ISSUE FOR FINAL ILL REVIEW 212 D. 06 10-27-14 ISSUE FOR PERMIT 212 D. N BARRICADE PLAN SCALE: 3/16"=1'-0" Key Plan/Ground Floor 1. COORDINATE ALL BARRICADES AND GRAPHICS INSTALLATION WITH LL OPERATIONS DIRECTOR. BARRICADE INSTALLATION TO BE COORDINATED WITH MICHAEL KORS ILL OPERATION OFFICE. SPACE#G06 4,523 S.F. 2. THE TEMPORARY BARRICADE WILL BE PROVIDED BY LL AND INSTALLED PER LANDLORD SPECIFICATIONS. DICK'S 3. STOREFRONT BARRICADE MUST BE CONSTRUCTED WITH ONE LAYER OF GYP. BID. SPORTING ON METAL STUDS, AND VISQUEEN FROM TOP OF STUDS TO UNDERSIDE OF LANDLORD BULKHEAD TO SEAL BARRICADE ON ALL SIDES. BOTTOM TRACK OF BARRICADE TO BE ON TOP OF GYP. BD.TO PROTECT MALL FLOOR. 4. THE BARRICADE CONSTRUCTION MUST EXTEND FROM FLOOR TO REQUIRED EX'G PAINTED GYP BID MALL EX'G PAINTED GYP BID MALL HEIGHT AND MAY NOT EXTEND MORE THAN 3' BEYOND THE LEASELINE. MALL CONCOURSE 5. EXTREME CARE MUST BE TAKEN TO PREVENT DAMAGE SIDEWALK, BULKHEAD, (INTERIOR) BULKHEAD TO REMAIN, BULKHEAD TO REMAIN, AND NEUTRAL PIERS. ALL DAMAGE RESULTING DURING CONSTRUCTION WILL BE GC TO PATCH AND REPAIR GC TO PATCH AND REPAIR g1m ANY DAMAGE AS REQUIRED. ANY DAMAGE AS REQUIRED. > NORD ADDRESSED BY GC PER LANDLORD SPECIFICATIONS. 6. THE BARRICADE SHALL HAVE NO DOORS.ACCESS TO SPACE TO BE FROM REAR MALL CEILING J, MALL CEILING MALL CEILING DOOR. 17-b AFF 'r 17-6"AFF +17-6"AFF 7. COORDINATION OF CONSTRUCTION BARRICADE AND CONSTRUCTION TRASH ... ......... .kBARRICADE T.O. BARRICADE T.O. BARRICADE ....................... DUMPSTER SHOULD BE SCHEDULED WITH ON SITE MANAGER. T 14'-7" ............. 14-7"AFF *v �ii'APF........................... N@ 8. GC TO PROVIDE HORIZONTAL AND VERTICAL SUPPORTS AS NECESSARY TO SUPPORT BARRICADE AND PROVIDE STABILITY. T.O.STOREFRONT —x_ 13-1 AFF Project ''' " E' XISTING MALL BULKHEAD. 9. AS PER TENANT CONSTRUCTION CRITERIA, THE BARRICADE IS TO BE BUILT BY THE TENANTS GENERAL CONTRACTOR AS PER SIMON BARRICADE REQUIREMENTS. PROTECT 10. BARRICADE MUST BE INSTALLED PRIOR TO ANY WORK BEGINNING WITHIN THE GC TO PATCH AND REPAIR ANY MICHAEL KORS LEASED PREMISE. IF BARRICADE PREVIOUSLY ERECTED BY LANDLORD'S GENERAL I DAMAGE AS REQUIRED TO MEET LEASE LINE LEASE LINE WASHINGTON SQUARE, SPACE # G06 CONTRACTOR THE TENANT'S CONTRACTOR MYST REINBURSE THE LANDLORD. WITH MALL APPROVAL. MODIFICATIONS TO THE BARRICADE FOR CONSTRUCTION PURPOSES MUST BE —LINE OF EXISTING STOREFRONT FINISH, 9620 SW WASHINGTON SQ. RD. APPROVED BY THE LANDLORD. STRUCTURE AND FIXTURES TO BE ADJACENT ............ ................J, f.10. DOORS TIGARD OREGON 97223 11. ANY DAMAGE CAUSED TO THE LANDLORD'S BULKHEAD, FLOORING OR REMOVED.SEE DEMOLITION PLAN TENANT 'r 8 F* I NEUTRAL PIERS DURING CONSTRUCTION MUST BE REPAIRED AT THE TENANT'S A100 MALL MALL Drawing Title EXPENSE. i /LEASE LINE HALLWAYBARRICADE PLAN 12. ALL DELIVERS TO LEASED SPACE DURING CONSTRUCTION MUST BE THROUGH 1 1 SERVICE CORRIDOR.ANY TENANT WITHOUT A SECOND EXIT MUST TEMPORARY STOREFRONT BARRICADE & ELEVATIONS INCORPORATE A DOOR INTO THE BARRICADE. SYSTEM BY ILL. REMOVAL BY LANDLORD 13. THE LAND LORD MUST APPROVE THE REMOVAL OF THE TENANT BARRICADE. AT COMPLETION OF CONSTRUCTION. (TYP) MALL CORRIDOR a \V MALL CORRIDOR.. MALL CORRIDOR Project No, 14933 L LLL Ll ....... . .......... *�.�............................. ....... .0::;;:.;:>::::: . ............. ......... T o,-b"'A�FF..... ..... ;. of.......... o'-o"Au .... .......... o--bAFr..... ...3 " 6-0"W x 8'-0"H DOUBLE TEMPORARY STOREFRONT ALL VINYL FULL HEIGHT GRAPHIC ALL VINYL FULL HEIGHT GRAPHIC L TEMPORARY STOREFRONT Scale: AS NOTED MAX. BARRICADE DOOR BY ILL. GC BARRICADE SYSTEM BY LL. COVER PROVIDED & INSTALLED BY COVER PROVIDED & INSTALLED BY BARRICADE SYSTEM BY ILL. Date: 10-27-14 TO VIF LOCATION. FINISH:VINYL REMOVAL BY LANDLORD AT MICHAEL KORS.SUBMIT SHOP DWGS MICHAEL KORS.SUBMIT SHOP DWGS REMOVAL BY LANDLORD AT Drawn By: P.N./S.R. GRAPHIC COVER (BY CLIENT). COMPLETION OF TO OPERATIONS MANAGER FOR LL TO OPERATIONS MANAGER FOR LL COMPLETION OF Checked By: M.P./G.O. CONSTRUCTION. (TYP) APPROVAL PRIOR TO FABRICATION APPROVAL PRIOR TO FABRICATION CONSTRUCTION. (TYP) AND INSTALLATION. AND INSTALLATION. Drawing No. ITF BARRICADE NOTES BARRICADE SECTION BARRICADE ELEVATION 3 BARRICADE ELEVATION 2 A_ l OOm2 SCALE: N.T.S. SCALE: 3/16"=1'-0" SCALE: 3/16"=1'-0" SCALE: 3/16"=1'-0" Architect RH SWEERS 11 LINE OF ADJACENT NEW STOREFRONT GLASS SYSTEM PROPRIETOR FF D D) ZY TENANT STOREFRONT,,,,.,, BY STOREFRONT VENDOR.SEE RH SWEERS ARCHITECT TO REMAIN I' A300 FOR MORE INFORMATION. --- - - - - - - - - - - - - - - - - - LINE OF MT-1 LEASE LINE rhs@sweersarch.com EYEBROW (ABOVE) 4A FITTING RM 102 H.C. OREGON LICENSE NO.:4014 ADJACENT SERVICE ADJACENT C. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE TENANT, N A 3/4" BLACK METAL ADJACENT ADJACENT TENANT, N.I.C. CORRIDOR TENANT, N.I.C. TENANT, N.I.C.fN.I.C. Q� CHANNEL REVEAL BY GC. ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE 2 DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION NEW WALL OPENING FOR OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER MWC. CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. DURATRANS FIXTURE BY 2 SEE A305 FOR DETAILS Project Coordinator PE CLOSET 1 1081 ............................ F A-] i mm EX. 2 SERVER CABINET, -SERVICE DOOR (ABOVE) SEE A 103- AND HDW BY GC SERVICE EXISTING STRUCTURAL EXISTING STRUCTURAL UKAL 11 A EX. f LEASE LINE CORRIDOR LEASE LINE COLUMNS TO REMAIN,: COLUMNS TO REMAIN, - - - - - - - - - - (TYP.) GC TO V.I.F. CLEAR TEMPERED GLASS F . ...... ..... (TYP.) GC TO V.I.F. X.1 E F1-A EX. T-1 EX. El:EX. EX. N.- ...0 3 3 1 BY STOREFRONT VENDOR,-.,.,, 9 ............. ..................... 2 F�f I UP-,---7 -..... -- --­----------------.......................... .. ........... . .................................... ............ ..... 5.7 o�5�z 7;= =�M ......... ..... - - - - - - - - - - - - - - 16"H RAISED MWK C T W 0 0 IN E T W 0 EX.H ! PLATFORM BY MWC. 1B ..... ....... ...... ....... ...... ...... ....... .... ...... ...... ....... ....... ...... ....... ...... ...... ....... ...... ....... ....... ...... ....... ...... ...... ....... ...... .... ...... ....... ...... .... ...... ....... ...... ...... ....... ...... ...... ....... ...... ...... . ...... ...... ...... ....... ..... .... TO REMAIN. >'':x,,. NEW; ALL EXISTING CMU GC TO PROVIDE AT WALLS ALL EXISTING DEMISING WALLS LINE OF 8'-0"AFF GYP. BID. HEADER 45 West 21st Street, Suite 403 vcl A GC TO PROVIDE AT WALLS NEW FURRING WALL BY GC LINE OF SOFFIT COOLER GC TO DEMISING WALLS BEHIND MWK CABINETS FIRE GC TO PATCH, PAINT AND REPAIR TO NEW BEHIND MWK CABINETS FIRE ON EXISTING DEMISING WALL (ABOVE) ABOVE.SEE MWK SHOPS AND A102. TAPE ON 106 RESTROOM x PROVIDE 5/8"DIA. TO REMAIN. GC TO 3B ONLY, U.O.N. NO OTHER CONDITION AS REQ'D (TYP.) TAPE ONLY, U.O.N. NO BY LANDLORD New York, New York 10010 ....... NEW STOREFRONT GLASS G COLb WATER TAP PATCH, PAINT AND FINISH IS REQUIRED. GC TO C TO COORDINATE WITH MWK OTHER FINISH IS REQUIRED. SYSTEM BY STOREFRONT T 212.904.0432 F 212.904.0433 3 SHOP DRAWINGS LOCATION OF ALL LINE;AND SHUT OFF REPAIR TO NEW ELECTRICAL EQUIPMENT. COORDINATE WITH MWK SHOP GC TO COORDINATE WITH VENDOR.SEE A300 FOR GYP.-..BD.SO HEADERS,TYP. VAL�E TO NEW CONDITION AS SEE ELECTRICAL DWGS . ...... ....... ..... DWG AS REQUIRED (TYP) ALL BACKING/BLOCKING AND PLYWOOD MWK SHOP DWGS. I MORE INFORMATION. MEP Engineer SHALL BE FIRE RETARDANT WATER COOLER & REQ'D (TYP.) FOR MORE INFO. - - - - - - - - - - - - AS REQUIRED (TYP) PROVIDE DUPLEX M-ENGINEERING GC TO COORDINATE WITH MILLWORK OUTLET.SEE A-103 . ..... 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 LEASE LINE 1A EX. f VENDOR AND MILLWORK SHOP DRAWINGS LINE OF CEILING LEASE OF NEW CONCEALED AMS SENSORMATIC 2020 T# 1A F FOR ALL MWK FIXTURE REQUIREMENTS, COVE 1 (614)839-4639 FX: (614)839-2222 -GC TO INSTALL NEW WATERPROOF ABOVE, ,FLOOR ANTENNA SYSTEM BELOW COCOA MAT. SEE t I MEMBRANE IN ALL WET AREAS OF THE: INSTALLATION, DETAILS AND INFO. REFER TO SEE A102 !A 103 FOR MORE INFORMATION.GC TO COORDINATE I MALL SERVICE i I : SHEET A104 FOR FIXTURE PLAN. (TYP.) Lighting CORRIDOR SPACE. USE A 30 MIL POLYETHYLENE 36 ALL REQUIRED SLAB WORK WITH MALL MANAGEMENT. HALLWAY CLEAVAGE MEMBRANE (EQUAL TO HENNE DIMENSIONS TO FACE OF GYP. BD. UNLESS SSY DESIGN NOBLESEAL TS) INSTALLED AS PER NEW 6-0"W x 10'-0"H PIVOT DOUBLE GLASS ENTRY LINE OF MT-1 PO BOX 42162 PORTLAND,OR 97242 MANUFACTURERS RECOMMENDATIONS OTHERWISE INDICATED DOORS AND SIDELITES BY STOREFRONT VENDOR AND AND ANSI A]08.MEMBRANE MUST BE : EYEBROW FRAME (888)358-6368x101 (503)583-8907 4/1 PARTITION FRAMING/ BLOCKING AND :CUSIOM HANDLES BY MWC (FRAME MT-1) (ABOVE) EXTENDED UP THE WALL 48"AFF. 3 i HEADERS BY GC. GC TO COORDINATE ROOM Consultant 105 STOCK REQUIREMENTS WITH MWC AND MILLWORK L J ; ALL EXISTING CMU DEMISING SHOP DRAWINGS. LINE OF 8'-0"AFF GYP. BD. HEADER WALLS TO REMAIN. GC TO PATCH, GC TO PROVIDE AT WALLS NEW STOREFRONT GLASS ABOVE.SEE MWK SHOPS AND A102. GC GC TO COORDINATE WITH STROREFRONT BEHIND MWK CABINETS FIRE TAPE LINE OF 8'-0"AFF GYP. BD. HEADER PAINT AND REPAIR TO NEW LEASE LINE SYSTEM BY STOREFRONT �3 AD TO COORDINATE WITH MWK SHOP CONDITION AS REQ'D (TYP.) ONLY, U.O.N. NO OTHER FINISH is VENDOR ALL STOREFRONT ABOVE.SEE MWK SHOPS AND A102.GC VENDOR.SEE A300 FOR V DRAWINGS LOCATION OF ALL GYP. BD. FRAMING/SUPPORT AS REQUIRED AND TO TO COORDINATE WITH MWK SHOP 01 f ............ SOFFIT AND HEADERS, TYP. REQUIRED. GC TO COORDINATE MORE INFORMATION. .............. ENSURE INTEGRITY OF SYSTEM (TYP) WITH MWK SHOP DWGS. DRAWINGS LOCATION OF ALL GYP. BD. Seal AS REQUIRED (TYP) SOFFIT AND HEADERS,TYP. 16"H RAISED MWK ALL EXISTING DEMISING WALLS ALL EXISTING DEMISING ARCHITECT: RH SWEERS 11,PROPRIETOR RH SWEERS ARCHITECT. 3B PLATFORM BY MWC. -NEW FURRING WALL BY GC WALLS TO REMAIN. GC TO M NEW FURRING WALL BY GC THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY AND REPAIR TO NEW CONDITION 2 ON EXISTING DEMISING WALL -PATCH, PAINT AND REPAIR RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE KIM TO REMAIN.GC TO PATCH, PAINT 3 ASREQ'D (TYP.)- ..... ....... ...... ..... ....... ...... .... ...... ...... ..... ..... ...... ...... ...... ... ...... ....... ....... . ...... ....... ...... ... ....... ...... ...... ON EXISTING DEMISING WALL ...... ...... ­ . ...... .... CLEAR TEMPERED GLASS BY"LANDLORD... ...... ...... ...... ... ...... ....... ....... ...... ................................................. CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. TO NEW CONDITION AS E2 ...... ....... ...... ....... ...... ...... i ....... ...... 2 2 FC- FS BYLANDL RD E2 ALIGN F_ A REQ'D (TYP.) BY STOREFRONT VENDOR. LION 2 EX. 10 777=7 .1, B 1 B, L L] . I I I - F11EX. EX. li]EX. F FIEX. F] EX .................. .............. ...... ............ ................28 INS, . 1­1-1­1.11­�., 11 ...... ...................................... I ­ T T I T1, EX. *0_3 �JEX. t1EX. ]EX. E ALIGN ALIGN EXISTING STRUCTURAL 3/4" BLACK METAL p 6 CHANNEL REVEAL BY GC. 04 FITTING RF.R.VESTIBULE IF COLUMNS TO REMAIN, ALES AREA S F - NEW DEMISING -F, I lool S: - - - (TYP.) GC TO V.I.F. LINE OF ADJACENT 0.3 PARTITION TO COVER DOOR TENANT STOREFRONT • 0 OPENING BY GC. TO REMAIN RK, S SERVICE ADJACENT Lf_10_3T­FITTING RM TENANT, N.I.C. ALCOVE N.I.C. OF%J No. Date Issued By MANAGER'S 107 1 MANAG �OFFICE] 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. 03 110-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 04 110-20-14 ISSUE FOR PRELIMINARY ILL REVIEW 212 D. 05 10-27-14 ISSUE FOR FINAL ILL REVIEW 212 D. 06 10-27-14 ISSUE FOR PERMIT 212 D. N CONSTRUCTION PLAN SCALE: 3/I6"=1'-0" Key Plan/Ground Floor EXISTING PARTITION TO DTL # SEE DETAIL 1. SEE FIXTURE PLAN AND FIXTURE DETAILS FOR FIXTURE INFORMATION. MICHAEL KORS 2. SEE REFLECTED CEILING PLAN FOR SOFFIT AND LIGHTING INFORMATION. SPACE#G06 REMAIN (FIELD VERIFY SHT # 3. NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH PLANS IN RELATION TO EXISTING EXACT LOCATION) �x FIELD CONDITIONS. 4,523 S.F. 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 SPORTING (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 y^X 16,ELEV.# SEE INTERIOR NECESSARY FOR PROPER AND TIMELY EXECUTION OF WORK. ELEVATIONS 9. THE TENANTS CONTRACTOR WARRANTS TO THE OWNER AND TO THE ARCHTIECT THAT ALL MATERIALS AND EQUIPMENTS NOR,0S�ROM EXISTING DOOR TO REMAIN SHT # FURNISHED UNDER THE CONTRACT ARE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORKS WILL BE AS SPECIFIED AND FREE OF DEFECTS. 10. FOR ALL WOOD MEMEBER REQUIRED BY CODE TO BE FIRE RETARDANT TREATED, PROVIDE PRESSURE IMPREGNATION WITH FIRE RETARDANT CHEMICALS TO PROVIDE UL FIRS FIRE HAZARD CLASSIFICATION,ALL WOOD SHALL BE IDENTIFIED NEW DOOR (SEE DOOR WITH A UL LABEL CERTIFYING THIS CLASSIFICATION AND FM DIAMOND. OSCHEDULE) Y`*�x DTL # SEE SECTION 11. APPROVED FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY LOCAL AUTHORITY. N@ SHT # 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 SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO THE UL LISTING TO THE ARCHITECT. SEE PARTITION TYPES ON DOOR NUMBER (SEE SUCH DRAWINGS SHALL BE AVAILABLE TO ANY CITY INSPECTORS. THE DRAWINGS SHALL BE SPECIFIC FOR EACH MICHAEL KORS SHEET A400 SHEET A002 FOR PENETRACTION WITH ALL VARIABLES DEFINED. 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.) 17. ALL GLASS, INTERIOR AND EXTERIOR AND ALL STOREFRONT METAL TO BE CLEANED WITH A LIQUID DETERGENT AT CONSTRUCTION PLAN 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: 10-27-14 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 BUILDING OFFICIAL,SUCH BLOCKING SHALL BE FIRE RETARDANT TREATED TO MEET SUCH REQUIREMENT. Drawing No. LLA,'�t L11 2 E NOT USED SYMBOL LEGEND 3 CONSTRUCTION/GENERAL NOTES A� 101 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Architect RH SWEERS II ,. , ,,,...., ...,, � PROPRIETOR FF EE ADD; 'CC BB` iAA' Z. ; 'Y �. ,% = % 15'-11"VIF off RH SWEERS ARCHITECT - 9a' 14'-32"VIF 9a rhs@sweersarch.com - - - - - - I - - - - - `102 H.C.FITTINGRNI 14'_82OREGON LICENSE NO.:4014 ADJACENT # SERVICE ADJACENT ADJACENT ADJACENT _� "' ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE TENANT, N.LC. CORRIDOR TENANT, N.I.C. TENANT, N.LC. TENANT, N.LC. "' co N ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE m Z Z 0 DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE 's �v Q O M ARCHITECT THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION h t ..m .. . .. ::. .:......, /. .......�......li...t....., ..... ......:........,..,»,...........:,..,.:t�':,t..>.:...�:;::>.{;.>s::k>:Yr%s%: � J Q OTHER % LU W OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY S y:1'-1°" 2'-°" 1 1'-3q' I Q Q w CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. ' I � wz 1 j1 ¢: I p �n p i n. �k 3 _ Project Coordinator f 15' 1 108 PE CLOSET a � : , b 3 I • '. ;{<::{i:•%:y»�:�:yr'',f.<./.t. 'S,»:.:.w.!:...;.'.. :��<..!os:^.;:ktt:.,:.> t:.Yf!:5:., ':bi., ,::./.l.f,'•::.3.' v...3.....>.;:`.:;y:t,{;::t''f..:. : I T-b" SERVICE % U-1 oO HOLD CORRIDOR ,� {�"�' '?y?r i"z�t,./•.t��.:%3#�`i°,''';,! >'ft:' S;r<�L �!fi✓�y�iy� I �m 4'-1 0" +�- 4 3'-0" 3 �� _... ......_._ _.._...._...__. _...._ ......: _.... .._. ,t,....,cr>..3 z 3.,; , t:,t.. .,.,,..,. ...„r. `•':.Si'..;./.''il r. ....._.. ..._ ..._.. _._..__ ... _....._ ._ . ,» .. .r... ».., ... ........ .. ... .:; ........ ::.:,tt.:::..,:»n,.»:.;�., .3{?�! t.3 ',C:Y'n': / H ts.F'x t:.Y, F{:✓ '.l�Ywwiwt:, t{�.Niw`:i::% i%.. s % s - - �v 3' 0" c� i b" TWO ONE TWO OL M_. .` r 26'-1 la - 2'-5" 2T-7"HOLD 14'-2" 12'-0"HOLD 23'-0"HOLD 1 '-4"HOLD _ 1'-1 1' 4'-1" I 45 West 21st Street, Suite 403 i t Zco 106 RESTROOM < ,y, o 5-s 1'-1 1 New York, New York 10010 {: `r.. r 0 1 92'-6" .w' M r , O� 55-8-11 4" T 212.904.0432 F 212.904.0433 <^ 01 VIF i HOLD 1 3 , I _ MEP Engineer r 8'-6a' 23'-la' 6'-1'" S'_4.. i €... ....... ...... .- •. o I 750 BRO % f, 3 M p ; OKSEDGE BLVD.WESTERVILLE,OH 43081 1'-8° 5'- " i _ (614)839-4639 FX: (614)839-2222 O I 4' 6" SERVICE N HOLD i N = - 6. °,f OP MALL CORRIDOR r "' N �- '_ - i _ _ r� HALLWAY Lighting {: 2 °" 3' °" I ° ° HENNESSY DESIGN �. p - _ b _ N o ©... }..... ....... ...... ...... ....... ..... � 6-o,:. PO BOX 42162 PORTLAND OR 97242 °� o i N (888)358-6368x101 (503)583-8907 f f 4'-6" 105 STOCKROOM �` o� I m._. ._.... ...._.. . .%%`�':,.:' � I o Consultant r : i i -5" -3"HOLD 98'-3"VIF v +.{y i p (TO LEASE LINE) O r, rr LL- s-o _ "' > Seal v.,,,» 0 i CO I �O ARCHITECT: RH SWEERS II,PROPRIETOR RH SWEERS ARCHITECT. ^< b'-O" -3"HOL k 5'-4", 2'-10" c� 27'-7"HOLD 14'-2" 12'-0"HOLb 26'-0"HOLD 10'-4"H LD - 2'-ba' S` 3' 3" L01 THIS %. ANY RESPONSIBILITY LOP OR G WAS THE EXISD UNDER TING NG BUIL NG,CONSTRUCTION Y SUPERVISION AND I DISCLAIM SITE .. ....._ CONDITION R ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. »_. - � ° � 0 O � S O a . f : f S - - i CV N �< N I � I I s s f.• , : 01 ...... ...................................... ...... ..... ,. ........,.».....»»....,v, ; ,5;t,...i...,v..,,...,..».. .,. ,....: ... n.i »»,.,, ....,,... s:w.wA.'sn{ .»Nwwi3{; :fww,N:.:{t: R.:w.f,w:.tt>; ARC ........ .,.�.,........ .».:.:.. :.)n .....(FlJf��,::. :,.oww.w.ssss{,,,,..:::::.�N„5., ..:.:. ..::,, ::<:. ,,..,.: .. {i:WN,o-':• www.wwwwwnwwwtwww::+' ss:�wNK' i...>....:::.. »; r :..: flw-.:....ww.R :...w,wk:...: »:;�.:ww..:t t•�:.�wwwwww'ssss: ,,.:. .s...wwwrss: .:. ..........................,.,..,. N..1..�,...�..........,......... ../...L.....r.;.� ...:Ya.,..,....,............. .... :{.Nwwr / n:wwfw.<:,.;;tJMt,rfy,{'IwwFwwwF.wwwwwwww..e•swwwr::/{%...... ::.,..»S ........... , .. .......... ...... :... www!....... .... .. n s3 f F 104 FITTING RM 101 F.R.VESTIBULE 100 SALES AREA j r O SERVICE ADJACENT ; ;, i t; 103 FITTING RM i �• �.. I ALCOVE #> TENANT, N.I.C. ; 3 OF O�Y N.I.C. t 3 NOTE: No. Date Issued By 107 MANAGER'S OFFICE GC TO VERIFY IN FIELD ALL DIMENSIONS & CONDITIONS AND IF ANY DISCREPANCIES GC'S FIELD SUPERVISOR SHALL 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 2120. Vis.. NOTIFY SUBMIT USING CONSTRUCTION LAYOUT «�k ( �:»:.,.... .'':3i::..nr!,!+.r.f......................>x:z'::zk<:a:::'s{'!2?:»iaa:iE'.;{:�:'ss:G:sf::'>{i:%i{s::{r{{ya.;r::r'�;..,�........,.......�i .. .........:�>r.. ......... . :.S::kE:::s�F•sfx::zgo:z.iiiis;;z:i:!<,..........._,..:...._<.,.... SHEET)ARCHITECT, MILLWORKER, MK DESIGN PM AND MK 02 10-15 14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. CPM WITHIN 3 DAYS FROM START OF CONSTRUCTION . 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. N Key Plan/Ground Floor MICHAEL KORS P°q . SPACE#G06 ® 4,523 S.F. DIEMS SPORTING 5--4J NORDSIROM 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: 10-27-14 Drawn By: P.N./S.R. Checked By: M.P./G.O. Drawing No. DIMENSIONED CONSTRUCTION PLAN A� 10101 SCALE: 3/16"=1'-0" Architect U( TTAL: O TU (A10'-0") BI X8 RH SWEERS 11 IN TROUGH PROPRIETOR (GC) Di Y AA Z 1 E B GYP BD SOFFIT LINE OF MT-1 RH SWEERS ARCHITECT EYEBROW ABOVE 10'-0"A F F rhs@sweersarch.com 102 H.C.FITTING RM OREGON LICENSE NO.:4014 GYP BID CLG: 91 91 11 131 11 91 91 91 ADJACENT SERVICE ADJACENT ADJACENT ADJACENT 9'-0"AFF ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE L TE C ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE TENANT, N.I.C. CORRIDOR TENANT, N.I.C. TENANT, N.1 TENANT, TOTAL: SP +Sz I I DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE F4 X 22 ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION 7W ......................... m OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER .............. .......... ...... ....... .... TBC .]v.. ....... ...... WITHOUT WRITTEN CONSENT OF THE ARCHITECT. ......................... CONSTRUCTION (MWC) ............... Project Coordinator Ll 08 PE CLOSET mi CONIC. ...........IM-7.77......................... .................. LINTEL S +S,P SERVICE .12'-0"AFF ACT.CEILING 8'-0" AFF CORRIDOR TOTAL: GYP BID SOFFIT TOTAL: GYP BD SOFFI GYP BD SOFFIT 131 X 8 IN fl i F2 x 6 TROUGH -0"AF B( 8'-0"AFF 1 18' F J� ............... i (GC) rKrH (MWC) MR 8' 0"AFF lvm>lii� Oil 0 ..................... ............... ............. ...................... TOTAL: i 1, ­7 : B 0. F4 F4 .............. ................ J _AW-+ P--i:,i 4 F4, TU (7-0 S F3 1 p _J T W 0 0 N E T W 0 F1 F1 F1 F1 F1 ................ 1V F1 ElF3 F3 (MWC) B . ..... ....... F3 F4 3 ....... ...... ....... ...... R R F F4 ,F 5 5 TOTAL: TOTAL: F. X 22 TOTAL: TOTAL: TOT41: TOTAL: TOTAL: 45 West 21 st Street, Suite 403 IF, W B GYPBD ............ I gl IF, LINE OF F L—TOTAL: TOTAL: T T L.• TOTAL: C3 C3 102. to . SOFFIT ABOVE F3 X 4: F3 X 1 F3 X I F3 X 4 F3 X I T 0 T`�A L. z 1_iO 1 107"AFF New York, New York 10010 I —'s : ::::, : 102. 1106 RESTROOM +S .......... F4..X 4.-.(-MW.C,) F4 X 3 p F4X6 F1 X 20 F3 X 4 F3 X 4 Q C3 C3 Q C3 Q Q F4 X 2 C3 -ON F3 2 C3 F4 X 2 IftfA..X 112 Fj..� ? ................. .......... . ...... .......... ..... ..........ft GYP BID CLG TOTAL: 7S C t I B T 212 904 0432 F 212 904 0433 : qMWC (GC)!"r m (G Isp 03 f&4WC), Fe (MW F4 X 2. +S P (PCI ... ....... . ...... .................. .... ........... .................. ..............................(PC)..1=�! .............(Mw� ..(M)�q ...... ............ r ts I OC, F3 X 2 ............ .......... (GC 17 F: 9'-0"AFF xC F4 X 2 0 0 MEP Engineer ............. ............... ...................... .................. ...................... ...................... ........................................ ...................... JU (MWC) N :i .............. ....... ...... M-ENGINEERING if 0 Hi : // I f: :1 , tEM ...................... U:i LINE OF MT i A H I 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 EYEBROW ABOVE ................................... i d3 D C3 03 0 3, 03 (614)839A639 FX:(614)839-2222 ........................ ........ ... ........... .......... .......... ............. �3 . ........... C U � LIN' SERVICE F (11) NEW PENDANT MALL m Wz- - -i­ I I ..... ..... J __.0 -W ......... ............. . .... ...... .......... 3 !.Iwl I . . . ...... .......... .......... ABOVE C2rL TYP ........... ................. ......------ TOTAL:TP (18'-0") r', - I HALLWAY Lighting CORRIDOR SOFFIT 2 +S P HUNG DECORATIVE (MWC) i3 iH N 1 LED CHANDELIERS + ............... H HENNESSY DESIGN ............ .......... .......... 411XWIP + MT-2 LLL PANELS SO EIU�l +S P 09L��] 0; +P +Spli +zws„ SP H73; TOTAL: 0 Sp ACCE$S­4� 10'-0"AFF kk PO BOX 42162 PORTLAND, OR 97242 (MWCj _J TU I P PANEL; GC To L&L -EY TOTAL: (888)358-6368x101 (503)583-8907 W UR C 0 F,I BI X6 C3 ALI i C3 03 M AB OV6 FIELD�`yl d k �il N C3 LIN __& I I m E FQ ... ---------- 105 STOCKROOM .11................- ................. I IN TROUGH Consultant ............. . �TOTA iA jt: L (GC) ............ ......... OPEN jai ............... L NP­TP G IP ....... ....... H ............ ......... ...... ............................... ................- (24 0 (GC) ................... 4 ............... I.I.I.I.I.��-4��;,:�.�::���.----............................... F3 X 2 .......... .....ro 1f ......... ts P TOTAL: .. ....... ........ T8T;kL I[L... R2/EM L N `CiC 3 B:' (MWC) TUI(24--o-) F4 X 2 0 V pq TOTAL' 5F, ......... ..................ts-0 ....... ........... ... ...... ............................. + ................ + .................... ...... ........... C SP SP GYP C3 C3 G3 F3 X 4 +SI .......... ........ ... 3916t.- .............+ ..... ...... .... p I. "'. -. W" S� !C3 . iTlr ............... A Seal C3 G3 C3 C3 F4 X C3 C3 C3 C3 i(,Qk 5 5 5 A Y�42 I I ARCHITECT: RH SWEERS 11,PROPRIETOR RH SWEERS ARCHITECT. op +P LINE OF IP F4 X 12 -U'AFF :S ts P -<Yxw LINE OF MWK102. (m L 10' + A E R 7 p Sp SP SOFFIT @ 8'-0"AFF < o. I R R F4 R F3 Uz RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE H -�rs P F1 ...... .... S I i !3 s SOFFIT ABOVE 102. (MWC) 102. THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY _�M F3 R TOTAL: CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. H F3' F TU (7-0") H D 41 .................. fl .............. ....................... (MWC) ....................... % H �5i, -4;1 ............. ... ............... ................ .... ..................................... .. ...... .................................... ...... ..... 2m 1. 28 � ir................. .............. .... ...... L TOTAL: TOTAL: TOTAL:]TOTAL: —TOTAL:1 104 FITTING RM 101 F.R.VESTIBULE F4X3 F1 X 20 SALES AREA F 1 X 2 F3 X 4 F�X 2 LI 00 2r !GYP BD SOFFIT GYP BD SOFFIT (GC) (MWC) F3 X 6 F4 X 2 X1 GYP BID CLG GYP BD CLG GYP BD CLG GYP BD SOFFIT F4 I V-0"AFF 12'-0"AF 8'-0"AFF v (MWC) (MWC) 9'-0"AFF -0"AFF 8'-0"AFF (�C) • SERVICE 103 FITTING RM ADJACENTTENANT, N ALCOVE .k OF GYP BD CLG 9'-0"AFF skf MILLWORK FIXTURE TO BOTTOM OF GYP. BID HEADER @ 8'-0"AFF. GC TO PROVIDE ADEQUATE KJV110E SPACE AND /OR OPEN CEILING AREA ABOVE FULL HEIGHT FIXTURE ,IF REQUIRED, FOR ADEQUATE No. Date Issued By 107 ACT.CEILING INSTALLATION. GC TO REFER TO MWC SHOP DRAWINGS FOR FIXTURE DIMENSIONS AND DETAILS. 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. ............. 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212D. 9'-0"AFF 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 04 10-20-14 ISSUE FOR PRELIMINARY ILL REVIEW 212 D. 05 10-27-14 ISSUE FOR FINAL ILL REVIEW 212 D. 06 10-27-14 ISSUE FOR PERMIT 212 D. N REFLECTED CEILING PLAN SCALE: 3/16"= V-0" SYMBOL DESCRIPTION REMARKS SYMBOL DESCRIPTION REMARKS TYPE SYMBOL DESCRIPTION MFR/CATALOG# VOLTS WATTS LAMP TYPE SYMBOL DESCRIPTION MFR /CATALOG # VOLTS WATTS LAMP Key Plan/Gmund Floor JBL CONTROL 26T FLUSH/RECESSED CEILING MOUNTED WALL MOUNTED AMERLUX TRACK MOUNTED 1 LAMP METAL HALIDE AMERLUX (1) CDM20TM/830 m MERCURY 4' INDUSTRIAL CHAIN HUNG OR SURFACE MERCURY (2) F32T8/730 MICHAEL KORS WHITE SPEAKERS S.B.O. INSTALLED PROVIDED AND INSTALLED BY SECURITY CAMERA SUPPLIED AND INSTALLED BY SECURITY INTERIOR ADJUSTABLE ACCENT LIGHT; NARROW CYLT20MMEWTMTG- 120 26 METAL HALIDE, 3000K M/ MTD WHERE REQ'D.) 2 LAMP T8 OCTRON FLUORESCENT MIET6-232OCT-ELB-UNI 120 64 FLUORESCENT,3000K BI EM SPACE#G06 + BY G.C. AUDIO VENDOR X VENDOR FLOOD;WHITE (BIC -CANOPY MOUNT-NO TRACK) 0018CTW120NFWT 12,000 FIRS EMPK SUFFIX FOR BATTERY BACKUP AS REQ'D PER E.E. (EMPK AS REQUIRED) 20,000 HRS 4,523 S.F. CEILING MOUNTED AMERLUX AMERLUX (2) CDM20TM/830 MERCURY 2x2 2 LAMP 14W T5 ACRYLIC LAYIN (2) F I 4T5/730 SMOKE DETECTOR CEILING MOUNTED =13 SECURITY CAMERA SUPPLIED AND INSTALLED BY SECURITY C2FL SEMI-RECESSED 2 LAMP METAL HALIDE INTERIOR CYLSR220MMEWT120- 120 56 METAL HALIDE, 3000K MERCURY DIEWS FLUORESCENT, 3000K SPORTING X VENDOR ADJUSTABLE ACCENT LIGHT; WIDE FLOOD WFWFWT 12,000 HRS MI FLUORESCENT 120V ELEC BALLAST, WHITE 34E214T5-9AELBUNI 120 28 20,000HRS FIRE ALARM ADA AMERLUX AMERLUX (3) CDM20TM/830 F MERCURY 2x2 2 LAMP 14W T5 ACRYLIC LAYIN MERCURY (2) F I 4T5/730 CEILING MOUNTED ADT @ ADT SENSOR CEILING MOUNTED (SALES FLOOR) C3 SEMI-RECESSED 3 LAMP METAL HALIDE INTERIOR CYLSR320MMEWT120- 120 78 METAL HALIDE, 3000K MI 34E214T5-9AELBUNI 120 28 FLUORESCENT, 3000K AUDIBLE/VISIBLE DEVICE ADJUSTABLE ACCENT LIGHT; NARROW FLOOD NFNFNFWT 12,000 HRS F-1 FLUORESCENT 120V ELEC BALLAST WITH FLANGE KIT FK-22 20,000HRS AMERLUX INTEGRAL LED 0 FIRE ALARM ADA VISIBLE DEVICE MOUNTED AT+80"AFF FGLS GLASS BREAK SENSOR CEILING MOUNTED R2 SQUARED FIXED LED DOWN LIGHT, WHITE HDL-HP-SD-MWW-NF- 120 20 3000K 3000 NOROSMTROM L------r ENCORE LIGHTING AMERLUX ENCORE LIGHTING (2) 50W MR16 SQUARED FIXED LED DOWN LIGHT, WHITE WITH INTEGRAL LED RECESSED DUPLEX OUTLET AT DISPLAY CENTERED ON END OF TRACK CEILING MOUNTED FAN/LIGHT PROVIDED AND INSTALLED BY GC EM 1103=1 MIRAGE SERIES 2 LIGHT 50W MR]6 CONCEALED EMR-12-100-250-TD 120 too HALOGEN, 3000K, R2/EM EMERGENCY BATTERY BACKUP HDL-HP-S-20-LED-2- 120 20 0 WINDOW AT STOREFRONT COMBINATION-SEE MEP ADJUSTABLE RECESSED BATTERY POWERED EM LIGHT 2,000 HRS (INCLUDED) 120 (EM) 3000K EXC/ INVERTER SYSTEMS INC INVERTER SYSTEMS SPECTRUM LIGHTING SPECTRUM INTEGRAL LED N@ RECESSED EMERGENCY LIGHT FIXTURE CONCEALITE LIFE MR1 6-75W-1 V SHOPPER TRAK PROVIDED AND CEILING MOUNTED CENTERED ON EXW (9 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 REM WITH 90 MIN. BATTERY BACK-UP (2) "E6"F5-75-90-RT INSTALLED BY OWNER'S ENTRY LETTERS, BLADE/ARROWS AS REQUIRED ELECl/AR02240S-MW Project VENDOR 8W JESCO SLEEK PLUS ADJUSTABLE T5 3-WIRE JESCO FLUORSCENT T5, LED PANEL DISPLAY LIGHT, 4100K, DLC LAMP:LED INTEGRAL, MICHAEL KORS F1 GROUNDED SG5-8/41-W 120 8 4100K, 20,000 HRS N I SINGLE FACE, LED ON ALL 4 EDGES LLP I 2-L*W-NW-SFI-WL30-S4 12 5W/FT 41 OOK CONCEALED SPRINKLER HEADS RELIABLE CONCEALED IN GYP. BID. SURFACE EMERGENCY LIGHT DUAL LITE FL ZD-5W-8- (2) "E"EZ2 (INTEGRAL) WASHINGTON SQUARE, SPACE # G06 +Sp MDL. G4 CONCEALED OR APPROVED EQ. CEILING-EXPOSED & FIXTURE WITH 90 MINUTE BATTERY LAMP: (2) 0110258 (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 LIT SALES FLOOR ONLY:ALKO-EDGE-GLO HVAC SUPPLY AIR 21 W JESCO SLEEK PLUS ADJUSTABLE T5 3-WIRE JESCO FLUORSCENT T5, Drawing Title EXIT SIGN W/BATTERY BACK UP, WALL (XW) EXIT RPC-1 I O-E/RPW-1 10-E SERIES OR GRILLE SEE MECHANICAL SPEC SALES FLOOR SUPPLY REGISTER F3 GROUNDED SG5-21/41-W 120 21 4100K, 20,000 HRS AND CEILING RECESSED (XC) EQUAL-SUPPLIED BY LIGHTING VENDOR SHEET M1.0-TITUS OMNI (INTEGRAL) REFLECTED CEILING PLAN EXS TP-U-R-W-EM,SINGLE FACE GREEN LED EXIT BACK OF HOUSE ONLY:ARROW CONCEALED FLUSH FRAMELESS ACCESS SALES FLOOR ONLY-QUANTITY 288 JESCO SLEEK PLUS ADJUSTABLE T5 3-WIRE JESCO FLUORSCENT T5, SIGN WITH BATTERY BACK UP BY ASTRALITE INDICATES DIRECTIONAL UNIT PANEL BY INTEXFORMS INC. PHONE: AND LOCATION AS REQ'D F4 -28/41-W 120 28 4100K,20,000 HRS GROUNDED SGS -28/41-W-CEILING MOUNTED SUPPLIED BY LIGHTING VENDOR L 650-654-7855 NO SUBSTITUTIONS (INTEGRAL) EXS TP-U-R-W-EM,SINGLE FACE GREEN LED EXIT BACK OF HOUSE ONLY:ARROW HVAC RETURN GRILLE T2,T4, 1 CIRCUIT COMMERCIAL GRADE TRACK, CON-TECH LIGHTING Project No. 14933 F(�# SIGN WITH BATTERY BACK UP BY ASTRALITE INDICATES DIRECTIONAL UNIT SEE MECHANICAL SPEC SHEET SALES FLOOR RETURN REGISTER — 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 Date: 10-27-14 AMERLUX-TRIMLESS FOR GYPSUM BOARD AMERLUX LED, INTEGRAL BY ACT-1:ARMSTRONG-NEW 2X2 ACT 3600 CEILING MOTION CEILING MOUNTED TP-G 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; RESTROOM ONLY AT 9'-0"AFF OPAL LENS, REMOTE DRIVER AS REQUIRED -4000-120-**-** 4000K Checked By: M.P. G.O. EDGE CONDMON-15/16"ANGLED TEGULAR; COLOR-WHITE;GRID-PRELUDE XL 15/16'SYSTEM ECOSENSE ECOSENSE LEDINTEGRAL BY TU SURFACE MTD. LINEAR GRAZER WITH ADJST. BRACKET, I OLC-48(12)-35-120-17 , Drawing No. m INTEGRAL DRIVER, AND ACCESSORIES AS REQUIRED. -I O-A-MT-ADJ 120 12/FT MANUFACTURERA000K SYMBOL LEGEND: MISC. CEILING FIXTURES & EQUIP. 4 CEILING FIXTURES A� l 02 SCALE: N.T.S. I I SCALE: N.T.S. SEE SLIP CONNECTION DTL 2/41.1 _ T T � 32'-5" A.F.F. FOOT LOCKER, INC. / NOTE: LATERAL AND STORE PLANNING DEPT DIAGONAL BRACING TO // 112 WEST 34TH STREET ADJACENT PARTITION. ADJACENT PARTITION STUDS // 3 5/5" STUD NEW YORK, NY 10120 ARE REQUIRED TO BE FULL // ATTACHED TO HEIGHT, UP TO DECK. VERIFY // STUD POINTS EXISTING CONDITIONS IN // ONLY. c0 LL / FIELD. ARCHITECT: 3 5/5" STUD ATTACHED DECK TRICARICO° TO STUD POINTS ONLY. DIAGONAL BRACING /// Tricarico Architecture and Desi PC BEYOND a 48 O.G. / 3/4" F.R.T. PLYWOOp 500 Valle Road Wayne,N07470 BRACE BACK TO ADJ. // y yn , J -0223 PARTITION /j 5" x 15 GA CEILING JOISTS d 16" O.G. www.t 692-0222 F(973)692-0223 FASTEN TOP AND www.tricazico.com BOTTOM TRACKS // WITH (2) 1*5 TEK // REGISTRATION#0654AF // G 8 FIN. CLC. � FIN. GLG.�, � FIN. GLCs.hSCREWS iD 16" OC LISCENSE #2608 Y- I" X 18 GA X 24" ��: 2016 NICHOLAS J. TRICARICO LONG METAL 20'-0* A.F.F. STRAP EACH 5/5' TYPE 'X' G.W.B. CEILING 0 0 SIDE OF STUD / ENGINEER: W/ Oro) "5-15 3 5/5" MTL FRAMING TEK SCREWS TO 3 5/5' x IS GA. MTL. STUDS CI) LAYER 5/5" TYPE "X" GWB RUN a 16" O.G. BE CENTERED - 16" O.G. FROM FINISH FLOOR TO 6" PAST ON SPLICE - FINISHEp CEILING. .10 (I) LAYER 5/5' TYPE EX'G PARITION 3/4' "X" GLUE RUN FROM w5/5' TYPE 'X' GWB FROM SLAB TO 6" PAST > I Q SLAB TO G.W.B. CEILING ll) LAYER 5/5" TYPE "X' G.W.B. RUN FINISHED CEILING. o FROM FINISH FLOOR TO FINISHED CEILING. - m STOCK ROOM ATHLETE ZONE — SALES AREA L ARC PROVIDE LATERAL 4 3/4 BRACING 45" FI vOlp VERTICAL SPACING 0 JLA`,/ ICARICO 6" x 16 GA. MTL. STUDS (1) LAYER 5/5" TYPE �] C� AND 48" O.C. a 12" O.G. WITH (IJ p;� X" GWB RUN FROM JERSEY ySLAB TO 6" PAST LAYER 5/8' TYPE "X° FINISHED CEILING ON GWB TYP. RUN FROM tllBOTH SIDES. FINISH FLOOR TO 6' 3-5/5" BOTTOM TRACKBOTTOM PAST FINISHED 3-5/5" BOTTOM TRACK TRACK 3 5/5" MTL FRAMING CEILING. 16" OG PROVIDE LATERAL FIN. FLR, FIN. FLR FIN. FLR VOID BRACING a 45' -- REVISIONS VERTICAL SPACING ATHLETE ZONE AND 452 O.G. NO. DESCRIPTION DATE SALES AREA STOCK ROOM 3 5/5" BOTTOM 6' BOTTOM TRACK TRACK FIN. FLR h '-Z 3/4' V.I.F. I I I I I INTEIOi� fi Ai�TITION INTE�10� �A�TITION INTE10� PARTITION INTE�IO� �A�TITION D1 I�2 �3 PARTITION TYPE "D1 " PARTITION TYPE "D2" PARTITION TYPE "D3" PARTITION TYPE "F" DATE: 01/15/16 SCALE: AS NOTED 3/4" FIRE RETARDANT GROSS AREA: 6,586 SQ. FT. PLYWOOD CH SALES AREA: 3 DEMISING PARTITION ,216 SQ. FT. I X 4 WOOD TRIM 3/4' FIRE RETARDANT AZ SALES AREA: 1 ,200 SQ. FT. — PLYWOOD PROJECT # : 150554 g DRAWN BY: CA i 5" METAL JOISTS e 16" O.G. 0 5" METAL J015TS o FIR TYPE 'X" G.W.B. 16° 0,C, FIR E RATED CEILING R-IS BATT INSULATION span, 5/5" TYPE "X" G.W_B. Q z FIRE RATED CEILING a O 6" METAL FRAMING J ~ eVo" O.G. W/ 5/5" p 3 5/5" METAL STUDS TYPE "X' G.W.S. ~ 1@1611 O.G. W/ 5/5' G.W.B. �UN LE�E W (FIRE RATED) BOTH �J y� 0 w SIDES 6" BOTTOM TRACK 3-5/5" BOTTOM TRACK NOTE: PROJECT TITLE PLUMBING WALL TO USE 6" METAL STUDS FOR PIPE cHASEs WASHINGTON SQUARE 9585 SW WASHINGTON FIN. FLR� FIN. FLR SQ. RD., TIGARD, OR �. 97223 SPACE # D1 1 STORE NO. 15031_ SHEET TITLE PARTITION TYPES INTEfRIOR PAIRTITION INTERIORPAI TIT101�1 PLUM5INGWALL J P�AT�ORM SHEET NO. A 1 ■ 0 1 PARTITION TYPE "G" PARTITION TYPE "J" CH TYRONE PROTO RELEASE 9.3- 11/2015 Architect RH SWEERS II /,...... , .» PROPRIETOR FF SEE DD;I CC'- BB AA; Z i �Y % RH SWEERS ARCHITECT EQ 101-1 o° EQ rhs@sweersarch.com 102 H.C.FITTING RM # OREGON LICENSE NO.:4014 „ 3 ADJACENT SERVICE ADJACENT ` ADJACENT ADJACENT B1 81 Bt 61 81 61 Bt 61 i c "' """" """ :p ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE TENANT, N.LC. y CORRIDOR TENANT, N.LC. TENANT, N.LC. TENANT, N.LC, € A. P i " +®N z ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE f DUPLICATED USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE s ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION .::::»...:..s.........................s..........:.. ..... 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'<n:v,1MMR f I 104 FITTING RM 101 F.R.VESTIBULE 100 SALES AREA SERVICE 103 FITTING RM ADJACENT %h== i ALCOVE TENANT, N.LC. i OF O 107 MANAGER'S OFFICE No. ate Issued y 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. w .............. . . >; nr+.ri:<„;%::,;.:>!<.9':</:::,., <r� 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. N DIMENSIONED REFLECTED CEILING PLAN SCALE: 3/16"= V-0" 1. EMERGENCY LIGHTS TO BE INSTALLED ON LETTERS. THE SIZE SHALL BE ONE INCH FIRE ALARM DETECTION & NOTIFICATION Key Plan/Ground Floor SEPARATE CIRCUIT. HIGH BY REQUIRED LENGTH, WITH SYSTEM IN ACCORDANCE WITH IFC 907 AND MICHAEL KORS 2. IT IS THE GENERAL CONTRACTOR'S TENANT'S SPACE NUMBER ENGRAVED ON LOCAL FIRE CODE TO BE DESIGNED, o� SPACE#G06 RESPONSIBILITY TO SUBMIT PLANS FOR IT. PERMANENTLY AFFIX TO DISTRIBUTION PROVIDED AND INSTALLED (IN ACCORDANCE ® 4,523 S.F. MODIFICATION OF THE FIRE SPRINKLER PANEL. WITH NFPA 72) BY A QUALIFIED, REGISTERED SYSTEM AS REQUIRED TO ACCOMODATE 11. DIFFUSERS TO HAVE HANG WIRES ON ALL AND LANDLORD APPROVED FIRE ALARM DICR•5 THE NEW TENANT SPACE. G.C. MUST USE FOUR CORNERS. CONTRACTOR. F.A CONTRACTOR TO BE FULLY SPORTING L/L.SPRINKLER CONTRACTOR FOR 12. LIGHTS TO HAVE HANG WIRES. RESPONSIBLE FOR PREPARING ALL DRAWINGS ALTERATIONS. SUBMIT SHOP DRAWINGS 13. ALL FIRE DAMPERS MUST BE IDENTIFIED BY AND FILING FOR ALL FIRE ALARM PERMITS. 10 TO THE LANDLORD, OWNER AND A STICKER INSTALLED ON CLG. BELOW. G.C.TO COORDINATE INSTALLATION. GC TO ARCHITECT FOR REVIEW. 14. DUCT FIRE DAMPER MUST BE INSTALLED PROVIDE A CLASS-B FIRE ALARM SYSTEM WITH GYP. BD. CEILING 3. ALL FIXTURES IN MILLWORK ARE WITH A BREAKAWAY CONNECTION. A FIRE ALARM CONTROL PANEL WITH AUDIBLE PRE-INSTALLED AND PRE-WIRED, 15. PLENUM CANNOT CONTAIN ANY ALARM (SIMPLEX 4001 OR MALL APPROVED TO BE SUPPORTED ONLY GC TO PROVIDE ALL ELECTRICAL CONTRACTOR TO DO FINAL COMBUSTIBLES. EQ.) WITH 24 HOURS RESERVE POWER. CEILING NORD®TROM GYP BOARD CEILING PAINTED P-4 REQUIRED SUPPORT CONNECT. LIGHTING IN LIGHT COVES 16. G.C.TO INSTALL ACCESS DOORS AS SMOKE DETECTORS, DUCT SMOKE DETECTORS BY A WIRE SUSPENSION SURROUDING MILLWORK TO BE INSTALLED NECESSARY. CONFIRM LOCATIONS. AND RECESSED STROBES SHALL BE LOCATED AS 3 5/8" 20 GA METAL STUDS SYSTEM AND PROPERLY BY ELECTRICAL CONTRACTOR. ACCESS PANEL MUST BE FLUSH FRAMELESS REQUIRED BY CODE. G.C. MUST EXTEND BRACED TO STRUCTURE B.O. COVE 4. ALL FINISHING AND PAINTING GYPSUM PANELS IN SALES AREA. G.C. CONDUIT AND FIRE ALARM CABLE TO NEAREST 12'-0"AFFY REQUIREMENTS SHALL BE DIRECTED TO MUST PROVIDE AN ALLOWANCE FOR (4) MALL FIRE ALARM INTERFACE JUNCTION N@ BLOCKING AS REQUIRED THE FINISHES SCHEDULE,SPECIFICATIONS, ACCESS PANELS IN BID. BOXES. FINAL CONNECTION OF TENANT'S FIRE P-5 FINISH AND INTERIOR ELEVATIONS. 17. PROVIDE HOLD DOWN CLIPS ON LAY-IN ALARM CABLE TO THE MALL CENTRAL F.A. GYP. BD. CEILING I I Project - - - - _ 5. ALL SPRINKLER HEADS AT GYP. CLG.SHALL CEILING. ANNUNCIATOR JUNCTION BOX TERMINAL STRIP 7/8'FURRING CHANNEL I LINE OF PENDANT LIGHT TYPE"D" BE FULLY CONCEALED TYPE: RELIABLE 18. SPRINKLER SYSTEM TO BE DESIGNED, AND TESTING OF TENANT'S F.A.SYSTEM SHALL MICHAEL KORS P-2 FINISHED 5/8"GYP.BD.FASCIA. I I MODEL #G4 WITH FLUSH WHITE COVER PERMITTED AND INSTALLED BY BE BY LOCAL BUILDING AND FIRE MARSHAL SEE INTERIOR ELEVATIONS P-4 FINISH I I PLATE. GC.SPRINKLER SYSTEM MUST BE DESIGNED AND WITNESSED BY MALL'S ONSITE WASHINGTON SQUARE, SPACE # G06 6. ALL LIGHT FIXTURES INCLUDING EXIT AND INSTALLED BY QUALIFIED AND LL REPRESENTATIVE. ALL FIRE EXTINGUISHERS AS - "F"LIGHT FIXTURE PROVIDED BY I I LIGHTS, EMERGENCY LIGHTS, ETC.SHALL APPROVED CONTRACTOR. SHOP PER IFC SECTION 906. 9620 SW WASHINGTON SQ. RD. OWNER&INSTALLED BY GC.SEE B.O. CEILING ;o Al 02.GC TO COORDINATE WIRE I 0"AFFY BE FURNISHED BY THE OWNER INSTALLED DRAWINGS MUST BE SUBMITTED TO LL TIGARD, OREGON 97223 RUNS FOR LIGHT WITH MWC. 5/8"GYP. BOARD-] I I BY THE CONTRACTOR. REVIEW AND APPROVAL. ALL SPRINKLER HEAD LOCATIONS ARE FOR Drawing Title FINISH: P-4 7. CONTRACTOR TO USE LASER FOR 19. GC TO PROVIDE ALL FIRE/SMOKE REFERENCE ONLY. REFER TO SPRINKLER SHOP GYP. BD. CEILING � - - - - - - - � 1 - LEVELING OF ALL SUSPENDED GRIDS. PENETRATIONS CEILINGS AND DAMPERS AT ALL DUCTWORK PENETRATIONS THRU RATED WALLS AND DRAWINGS FOR ALL INFORMATION. DIMENSIONED REFLECTED 5" 8. ELECTRICAL CONTRACTOR TO VERIFY IF FLOORS. GC TO INSTALL AS REQUIRED BY ALL SPRINKLER SHOP DRAWINGS AND PERMITS CEILING PLAN SERVICE PROVIDED IS ADEQUATE. IF NOT, CITY AND STATE CODE. SHALL BE PROVIDED BY GC IN ACCORDANCE F.R.BLOCKING AS REQ'D BY NOTIFY ARCHITECT IMMEDIATELY. 20. TENANT'S INTERNAL FIRE ALARM WITH IFC 903 AND LOCAL CODE . FIRE GC. 9. ALL EQUIPMENT SHALL BEAR UL LABELS. EQUIPMENT SHALL CONSIST OF A SPRINKLER SYSTEM MUST BE DESIGNED AND 10. ELECTRICAL CONTRACTOR MUST PROVIDE PROGRAMMABLE DUCT DETECTOR AND INSTALLED (IN ACCORDANCE WITH NFPA 13.A) Project No. 14933 5/8"GYP.BD.PARTITION WITH P-2 AN IDENTIFICATION NAMEPLATE ON TAMPER SWITCH ON THEIR SPRINKLER BY A QUALIFIED, REGISTERED AND LANDLORD Scale: AS NOTED PAINT FINISH.SEE A200. TENANT'S MAIN ELECTRICAL SERVICE VALVE. APPROVED CONTRACTOR.SHOP DRAWINGS FUSIBLE DISCONNECT SWITCH IN 21. NO WOOD EVEN FIRE RETARDANT AND MUST BE SUBMITTED TO LANDLORD FOR Date: 10-27-14 LANDLORD'S DISTRIBUTION PANEL. FIRE TREATED BLOCKING SHALL BE USED REVIEW AND APPROVAL. Drawn By: P.N./S.R. NAMEPLATE MUST BE 1/8"THICK PLASTIC, ABOVE SUSPENDED CEILING. BLACK ON WHITE ETCHED TO LEAVE WHITE Checked By: M.P./G.O. Drawing No. NOT USED 6 SOFFIT SECTION DETAIL 5 COVE SECTION DETAIL 4 CEILING PLAN GENERAL NOTES 3 FIRE & SPK. NOTES 2A� l 0201 SCALE: NTS SCALE: 1/2"= V-0" SCALE:1 1/2"= V-0" SCALE: N.T.S. SCALE: N.T.S. Architect J-BOX FOR MAIN STOREFRONT FACE-LIT R H SW E E RS 11 SIGN TO BE CONTROLLED PROPRIETOR ,, , /'-`� I BY TIME CLOCK U-UP AS FF s EE DD' 'CC'• BB A_ Z 1 \ % wi` i '�.., ,/ PER LANDLORD :% 1. RH SWEERS ARCHITECT REQUIREMENTS.SGC TO J-BOX FOR TYRE"TU" LIGHT FIXTURE J-BOX FOR TRACK COORDINATE,A MALL MOUNTED AT CEILING POCKET.SEE RCP ,k LIGHTING.SEE RCP FOR rhs@sweersarch.com 1 MANAGEMENT. , ; ; FOR MORE I RMATION. MORE INFORMATION. N h'O 102 H.C.FITTING RM : : '' - - - - - - - -' - - - i 3 i J J CEILING MOUNTED OREGON LICENSE NO.:4014 : :: I ADJACENT SERVICE : ADJACENT ADJACENT ' ADJACENT _.._..........._..-...._...._......_........_..._._..............._....._. DUPLEX BY GC. TENANT, N.I.C. CORRIDOR PROVIDE WALL MOUNTED DOOR BELL AT TENANT, N.I.C. ii TENANT, N.I.C. TENANT, N.I.C. I 11 }; ,,I ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE %' € ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE REAR EGRESS DOOR WIRED TO CHIME IN J # "I' DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE »»»».,M...».,...--_-...,...»»».»..»-.»».�„»-.....,......_.. .; UTLET FOR RATRANS ».,.,,...,,»,»»..,.:. .,,».,.,.»»,....,. »................»,..,,,,..,.............................I....................... U k f ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION THE STOCK ROOM MOUNTED AFF AND S .. .......:..n:................r..vi...nr:..:... ... .:r.t.nv n. r..ns.. rr.3.....,:r»,.»�... i, ....n n.r::p... n.. ,+,£, .:r,»r:r »rinrr.N:»>3:N :.:v`f.2;:>fY:r:F�#fi.^;:f'�:'##:#:kS:r�:;�#:;'sis' OU 80 ..#v..:.,. ........:..:...r..'.,... .f: x. .. / .. v;. ,:....,.,...W......� �:„r..,. »' o;,. ;:r r ..., nrrrrr.r .:...»... .... .i.. i......:..»kl.rkfif:::;��k:k<,<^af[:^... .. �:;•�;:fff:�:>:v�:rsfa'<.;,>,ri.gY;uf.:: o �' .f r. ;: I ^ �..... .... ..,.., ., # .FIXTURE. TCOORDINATEOF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER BEHIND CASHWRAP FASCIA PANEL. F J-BOX FOR SOFFIT LIGHT.SEE RCP 8. 5 if ¢ INSTALLATION w/MILLWORK CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. I J-,BQ,XFOR MILLWORK,ONE -'' ': TRANSFORMER FOR BUZZER SYSTEM ELEVATIONS FOR QUANTITY AND I SHOP DRAWINGS I NEW SERVER CABINET @ T-6"AFF JBOX FOR THE # I'# ER WHJP•rER SHELF,SEt RCP t I (SUPLIED & INSTALLED BY OWNER). TERMINATION OF LOCATED IN STOCKROOM. LOCATIONS.ADJUST QUANTITY AS - Coordinator ; : TY Project 108 f1E CLOSET & EL V oe E ATIONS FOR UANTI ..xk ;; r..r W w i Q I �:<u..:rr:k. .::<:,;;,:k:. .,r �.:, :kkk kkr:;: W.. ' kkkkk[;;:kkr;:;:k:£k;::r;::;::<:: SHOWN IN COORDINATE .................:....o..n:: n:.:...:.... ... :rr..n..:.:................,>rr:;•r>,n;;>;s:;.....;<.,a:a::r:;?xs;r:`.:::sr<i`.<r[:#:k;,,�i:�:.. <,;f:;::m.:`.:`.::;':.,�.1?........s..........r.................. ��i SPEAKER WIRES ................... .:.... . f uf.,.,.. ....:....,..,.»....,y..... ...:.,•...............,,..:.;:.,..,,.,;t.: r:r>:<.::<.......A.,....;< r:;;.r:[;.rr.rr:.:[.<rr...r.. .:. . .r MWC TO SUPPLY AND INSTALL (1) O / 2'-0"WIDE x 12"DEEP SHELF. GC TO MOUNTED AT 102"AFF.: 1 MILLWORK CONTRACTOR (TYP.) IR AND LOCATIONS.ADJUST I / i QUANTITY AS SHOWN IN ( ). J-BOX FOR SOFFIT LIGHT.SEE SERVICE DUPLEX OUTLET FOR , SUPPLY L-BRACKETS.G.C.TO �� z ,'' (2) QUAD OUTLETS (8"AFF) FOR COORDINATE w/MILLWORK RCP 8�ELEVATIONS FOR CORRIDOR ; J-BOX FOR MILLWORK. ONE POWER WHIP PER SHELF.SEE RCP & 4 MWK CABINET BY GC. CO(JRDINATE 11 WATER COOLER. I, COORDINATE WITH M.K. NETWORK I ELEVATIONS FOR QUANTITY AND LOCATIONS.ADJUST QUANTITY AS 12 12 s CONTRACTOR (TYP ) I " I QUANTITY AND LOCATIONS. : LOCATION & INSTALLATION w/MWK .: `' ADJUST QUANTITY AS <, ,:,,,,;, �A,x,,YNr»,.>�y5 .?f ^,f,lh ,,, f ; VENDORS AS NEEDED. SHOWN IN . CaORDINATE w/MILLWORK CONTRACTOR TYP. CONVEN#ENCE N�f 1#=NC7 y, i/�' � ,# yy� ' % � I ( ) ( ) SHOPS TYP. ' r :. ...,W1.. . „ f:...,s UTLET :kH: Gl/..:Y.a; ( ) ._...._..-... 15 I SHOWN IN O.COORDINATE -., » . . w£ , :, :[/., ,( OUTLET „, N . .. �. ..w. n...R,,.,..,..,. .: ., .. .h:.......... .. , ,• n.:.... a.: v..,. ... .;. .xy ):,%'9;f.' •,, ..;,R[r r'Nn.[ :,N< .:3Ywlk:![r:. ___ , ..,........�'../.. .. . ...:...... .:.... .. .... »Y.�.. f:f,n.,:..... ,..,: r:. 3.r :.fw: ;r:.G3:#3r✓ h f ... ., t .. ,/. , „ » f. .,..,..ry.... . ...........,.... ..i....r. .....,... / t "w M �tWORKT r. :: ; . :: ; J J J J J J J J :: J J 22" : I .. , . I f f J J » CONTRACTOR (TYP.) FI - „< _. ..., f I J £ "f s r .. :: :: :: r ii r i , . .. .. ,I _w _ ITW0 ONE TW0 W 1 «. «< ..,.,. r,»„W W .W 3 1 ».^ � ':m: .»»,., _ 2 . ; VV 1 ' ` AFF .._•;�T .>. 1 W _ .... ,,__.............. __:.. k'; 10 % 3 : : :: :: :: is iE f ) ; ( ) :) ( ) ii ,nrG+s`'`a f ;,nom<, .,.f,t W.(...). % :: O ... .»._ ...... .. .... ..»..:.._._..... »..�;! , ,:% I J- BOX AFF €: O W(...)....... STOREFRONT ` # ���• B X FOR MAIN T NT I. n . /. € i 1Iy _. . _ ., .. __�. ....... ._. ..... ».: FACE-LIT J-BOX FOR MILLWORK. ONE POWER WHIP PERI i : :: :. J-BOX FOR SOFFIT LIGHT. 2 QUAD OUTLETS 8"AFF FOR MWK „ I; ! ;I '? 60" 60 f; I I J-BOX FOR TY rt"TU"LI HT FIXTURE MOUNTED AT IP1 fil CONTROLLED BY TIME CLOCK 45 West 21st Street, Suite 403 44 AFF w., . %% : C T ........Y::: .......::.......r .......:........Y;;:.�......,. x 12 12 F E E I 106 RESTROOM ' - ! r - AFF AFF; ® 1R `J '"f ' SEE RCP & ELEVATIONS FOR 4 CABINET BY GC.COORDINATE LOCATION�IP SHEL SE RCP & LEVATIONS FOR QUANTITY AND CEILING POCKET:SEE ICP FOR MORE INFORMATIO . I SET-UP AS PER LANDLORD New York, New York 10010 IwO LOCATIONS.ADJUST QUANTITY AS SHOWN IN ). .,.::,t11 -.r o 11QUANTITY ANO LOCATIONS. & INSTALLATION w/MWK SHOPS (TYP.) COORDINATE w/MILLWORK CONTRACTOR TYP.) I REQUIREMENTS.GC TO T 212,904.0432 F 212.904.0433 : : FIRE ALARM ,TEL&SECURITY J-BOX IN SOFFIT FOR MILLWORK. I : ADJUST UANfiITY AS ( . 0 Q I I » __...,...._._.___,_.....,...._,µ_ ._. ::>. w..... COORDINATE w/MALL : ; , PANEL ALARM SIREN) ON a FIRE ; .. ,:.. ,.,, „• w - ( I, ; I. 3, i SHOWN IN O. CO' I D11VA"11. . , .,,,... ,..Ir"; .3"'""=' ::»CSUPEEXr61JTLET CEILING-CSN:: DILATE . , RATED PLYWOOD MTD.AT 48"AFF is :I /" r • : .,k € I I MANAGEMENT. :1 . _ ,..._. J ....% @ J :::_a I is %` w/MILLWORK' % 1 D s T,FOR CONCEALS FLO R RECES E % MEP Engineer _: _ . 7 i..................... ....................... _. ._. CII.Cl11 : s ......................................................................... r ; i J-BOX FO.R MWK SOFFIT LiG1f#t�i ..vn..... .... .,QWER ! : ',.. ,, ; € I ......,:.........:.........................;.....,; < , J-BOX FOR TRACK g x.....' I 1I ff 3i I i ....: I i SEC A S CONVENIENCE € ry CONTRACTOR;(T g.j s .,: v .,, I SECURITY SENSORMATIC 2020$YTEM: tlJ[ J LIGHTING.SEE RCP FOR 1 :I ' ' : WHIPS Ste(. RCP &'EL:EV/ITICSN'S(Ori GlT1Ai�1TITY ANI I .,.:,r...::r,.., .. M- ENGINEERING FA OUTLET a, �'k 'H� i 111 I % € ' 'i I i A ; I f1 LOC..T.CSNS.ADJUST UAN.T.IZY..AS..SH.OWN..I.N . h ' " I,,.., Pt0` tR NOTES #5 FOR SPfCIH A`riON"& MORE INFORMATION. M ENGINEERING I ; - 15 - I , I: -- » II NOTES. REFER TO SECURITY FIxTUR. 750 BROOKSEDGE BLVD.WESTERVILLE, OH 43081 1 % € I i i % I, € % ; : : I' ;i COORDINATE w/ MILLWORK CONTRACTOR (TYP.) » __ ....... I ;-I i .. .I I AF ;< 11. 1 1 4 X 1 2222 '� I ' I I % I ; ""'-� TELE./DATA OUTLETS: PROVIDE Il"DIA. „ ,';;; - i SPECIFICATIONS FOR ALL POWERI3A'T `"""' CEILING MOUNTED (6 14)839- 639 F :(6 4�839- I ;I 3 _ ;. _._._� '• J__,, .. ._ ' KP 15" ELECTRICAL PANELS;SEE (2) FLOOR SWITCHED REQUIREMENTS AND INSTALLATION. GC TO I l SERVICE '' ,a ~ ,. CONDUIT STUB-UP 6"INTO CAB NET BASE. I,:;r; DUPLEX BY GC. I , 1 ' i I '3 ; /I '�k € AFF r" ELECTRICAL DRAWIfJGS MOUNTED OUTLETS; GC TO :I .*_. _ ......... .. ........ ....... ................ ... C.�20..D NATE w SECURITY VENDOR & I € I ( MALL CORRIDOR f I I I j ; ;' .sy""""" T i' Ii FOR MORE INFO. COORDINATE LOCATION w/ PROVIDE (1) CONDUIT FatR"E' "O v - R ..L / I Lighting D QQ� i I ''< , ; ARCHITECT AS REQUIRED. I HALLWAY 9 9 r % i € I i 1 1 1 I CHANNELING OF STRUCTURAL kA-B a ELE . OUTLET: DEDICATED DUPLEX OUTLET MOUNTED IN f'.�"`" 1 I � � I 1 -` CHANNELING OF € f� C ST ll -� SHOPPER TRACK LOCATION H E N N E S SY DESIGN % i 1 I ' I i _.,. MWC NO CHANNEL I ,•` I I I t 'I i 'I? � s i i ""CA INET BASE. OUTLETS TO BE ON 1 15A SC. I��,� IP 0 1 I . : : , I ; - EXIST.SLAB TYP O ' I 1 I a I ;: ;; : ' ; ( ) POWER/DATA/TELE./& I ) w CAT 5 CABLE 10'COILED �, I ; I I I I "" """ "" „„ 1: I ;; : : , ,% : ; %; , t,., INE OF CONCEALED SENSORMATIC I I PO BOX 42162 PORTLAND, OR 97242 1 : OUTL ... ..... . ..............................................,...................:... ...........a...... ; :,, :: _..,.,...,...,.....,......,.,.._.,.._ 3__......................,_.._......__,......; f;,,:,� �,µx ' >' ' �:., .."-'' I : €; CHIME FEEDS TO CASHWI AP # AT EACH END. PHONE BOARD n i A I :< : ,I ; m ••.::••Q DRAPLEX &TEL/DATA RECEPTACLES TO BE INSTALLED '•kry AMS 2020 FLOOR ANTENNA. GC TO �I ) 888 358-6368x101 503 583-8907 ,.... ... , ; Ii TO RUN IN MILLWORK.I(USEry ( I ABOVE CEILING IN CONDUIT • % % ASHWRAP CABINET.Cr`C ::T 1OJ.COORDINATE EXACT 1 COORDINATE ANY SLAB WORK w/..MALL :. I- ; ) INSIDE C ? OUTLET FOR ' CAT SE DATA CABLES LOCATION WITH MICHAEL KORS NCJ/OR-F;IXTURE VENDOR. MANAGEMENT IF REQUIRED. µ'1 I ` I PER LOCAL CODE, CENTERED 105 STOCKROOM I € €' f :CONVENIENCE; ;: I! I 1 Consultant fq; MICROWAVE AND .; ». A , s 1 REFRIGERATOR. I .,__,..,..,,,,_,,,,,,... OUTLET I I I �. I ,; i". _ CEILINOG MOUNTED 1. iAT .......x_=....... .......r.,-:m....... ::...1sQ.U.AD..RECE TACLE, 1 w..... »»»,»...: 15' '. :i{>. t: I Ii.......x::::z....... .......x.............. .......xr,........,' , , ;I :. AFF ,. ,.m '` 'f" i :J BO : , . DEDI ATED Q�1AD RECEPTAC E.. r k .. , ,. �; I f ...... ... . N; ....:.,.:. .<[: :...:. "'�fP I: : :I J-BOX:fC�R iV4itT "'QR1�'01�1€ .,:.. ,. < X IN SOFFITFOR{MIL''tW DUPLEX BY GC I - i I I I 1 €: ? ; i ;;x 1 , �!IF, „ _ I : :€ i € : : _ /,, - „li ,.,_,;_;,, w 1 6 I J BOX FOR TYPE."TU"LIHT..FIXTURE ;_._. �1 J BOX FOR TRACK I' ° I 1 :: SECU ITY MKORS NET1N0 :€ % % % ' # POWER W/H P"t'1 SHELF.S R: I ,. ( / :. ,....... , x .».,.,...;. - ::..::.� : . .. - -r, CONVEJNtIENCE UTLET , .1 .), EE RC..., . € ! :: .. 1 : � � ::::. -:. I �.�,.,:�: r »,.r .�».r.. „::...:::.:.:.:.,.MOUNTED AT Ci�(C�M1f�POCKET.SEER P I u.. if I p I I 1: EQUIP ENT), jJ PHONE ! :: 'k. : I J BOX FO MWK SO)FIT LIGHTING w/ (2) (yy��� PB PB (y�1��� ELEVAIfiIONS FQR QUANTITY C i„ „` I LIGHTING.SEE RCP FOR __ __ € POWER WHIPS.SEE RCP & ELEVATIONS FOR f... J-BOX FOR SOFFI LIGHT.SEE RCP & ELEVATIONS FOR MORE INFORMATION. ' ,,; MORE INFORMATION. _... € 1 I ,I JACK; ECURIIY, 1 PHONE I AND LOCATION .ADJUST s .r a . .�,.. m»�a.. QUANTITY AND LOOATIONS.ADJUST - FOR QUANTITY A D LOCATIONS.ADJUST (1) QUAD OUTLET (8'AFF) FOR ) ( , I Seal �k`.. i y #»...». . .»I 3, �ACKr Kf�tET1VORK, 1 PlONE. QUANTITY AS SHJWN IN ( ) r: . I I ; BLOC, .SEE 5YIA-103 '� i QUANTITY AS SHOWN IN O. COORDINATE I PANIC QUANTITY AS SH WN IN O.COORDINATE / COORDINATE w/MILLWORK IP EYEWEAR FIXTURE BY GC. f (. I: � I ARCHITECT: RHswEERsn,PROPRIETORRHswEERSARCHITECT. , i I I ; ; : w/ MILLWORK CONTRACTOR (TYP.) CONVENIENCE : BUTTON MILLWORK CONIIRACTOR (TYP.) � 1 . a � I THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY i �, �� 3 12 12" CONTRACTOR (EYP.) COORDINATE LOCATION & "f „y; I 9 I i 1�11 44"; •INSTALLATION WITH MWK SHOP P RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE % 111-11-I , , I 1 ...............__,.,.,,,,.-,,,,,,-.,,,,,....,,.,,.,,,,,,.,,_.,...,,.,,,..,,,,,,. _= .. .,___._._. ,_,_____,_,_,_,_._._.......,.,.. ..,.,,.........,........... ......,.._......._,._....,.,_... ,.......,,,_.,,..,,...,.,...,,,,,,,,, __,,,,,_, _, _ _ //,wi wnl F _ CONDITIONS OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. .r.., e ., .,...,_.,, ,,.......,. ,... .....»..... .. „„.... _ , .. ......... r i ... ...,..... �.., ....,:::::X' AFP ry . (' I ,.,. 3 ....»7..,..,. 11 .. .;,,,. ... .. ... 4 1 I ; _..... __ 1 W K / �� 1 ISN i ; . k., ,�... t, .. .. 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ONE (2) QUAD OUTLETS J-BOX FOR MILLWORK. ONE k,� C. D„ ': CHIME TO BE BEHIND SOFFIT. COORDINATE INSTALLATION - OUTLETS (66"AFF) FOR POWER WH 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 & ELEVATION(S FOR QUANTITY AND CABINET BY GC. RCP & ELEVATIONS FOR ' ' MILLWORK BACK PANEL. GC LOCATIONS.ADJUST QUANTITY AS COORDINATE J-BOX FOR SOFFIT LIGHT.SEE RCP & QUANTITY AND LOCATIONS. I ; DUPLEX OUTLET FOR DEACTIVATOR PAD11 : . GC TO TO COORDINATE LOCATION SHOWN IN ( ). COORDINATE w/ LOCATION & ELEVATICJNS FOR QUANTITY AND LOCATIONS. ADJUST QUANTITY AS SHOWN {' COORDINATE INSTALLATION w/MWK SHOP DWGS. I AND INSTALLATION w/MWK MILLWORK CONTRACTOR (TYP:) INSTALLATION w/ ADJUST QUANTITY AS SHOWN IN O. IN O. COORDINAT w/ 11 ; V SHOP DWGS. ADJACENT � MWK SHOPS (TYP.) COORDINATE w/MILLWORK CONTRACTOR MILLWORK CONTRACTOR (TYP.) SER ICE 103 FITTING RM ' TYP. I Ra y' ALCOVE TENANT, N.I.C. ( ) I 0 I �y}fi . . <'; N.I.C. x �^ vy No. Date Issued By 107 MANAGER'S OFFICE >' 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. .. :» 'f:, f':i ?/.'( +ffr' ':K'i`/.••:, "::Sr><^:> ul� �,y".' ol,'/r.' 3. +;krrk.`;#'.::;:#k::k:r:.•:k:'kk.k:3f:;i;3.^.3:>::k<;nu:.::.f...r:.'<i9�..ff.?[..f....:bk_<:.,.:. `[£k.::.....v.`f.;:.,:::�»:fC........:::.';#:^k.:ui.":r..::iY+..::.:....::....,.... rf.;:'.�.. f,;:t::riw':.�^,:^1.,.:f`3ru'i:#: .,•if...,.#/::#fa::.,Sr)`ff:::::%'3.`::.:f:�:....:..{.::kkkrk##v,.:::r#.Y';:;:,####1;;:::: -_'. »......fJ' ..,:...» 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" 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 DESIGNED, PROVIDED AND INSTALLED (IN ACCORDANCE WITH NFPA 72) BY A QUALIFIED, REGISTERED AND G.C.TO PROVIDE & INSTALL 1"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" qp GROUNDED 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. 1TGFI 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 dj 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 l. THE CIRCUITS USED TO POWER THE ELECTRONIC CASH REGISTERS ELECTRICAL CODE, NATIONAL BOARD OF FIRE CIRCUITING AND POWER REQUIREMENTS ONLY. 17 (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 ff 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 MNG MODEL# 13G332, MNF:THERMOSTAT ER 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 ALL SPRINKLER HEAD LOCATIONS ARE FOR REFERENCE ONLY. REFER TO SPRINKLER SHOP DRAWINGS FOR ALL CIRCUIT BREAKER PANEL BOARD WHERE GROUND WIRE SHALL BE ELECTRIC, SWITCH) SHALL BE WHITE BY LUTRON REVISED IN THIS PROJECT SHALL BE DISCONNECTED AT x; ,Y SPACE#G06 FLUSH CEILING MOUNTED GROUNDED 20 AMP DUPLEX RECEPTACLE INFORMATION. ®SF 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 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 MECHANICAL DWGS, IF LOCATIONS CONFLICT WITH ARCHITECTURAL, SPRINKLER SHOP DRAWINGS AND PERMITS SHALL BE PROVIDED BY GC IN ACCORDANCE WITH IFC 903 AND 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 DICKS 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. SPORTING 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 & JO JUNCTION BOX MOUNTED ABOVE CEILING ACCESS DOOR ST END,TO MGR. DESK ABOVE CEILING IN CONDUIT PER LOCAL CODES 4 #IG 53ELECTR0NIC CASH REGISTERS OR APPROVED EQUAL.O OUTLETS SHALL BE"HUBBELL- CUTTING AND PATCHING OF ALL WALLS AND CEILING AS REQUIRED. IN FLOOR, JUNCTIOVENDOR. BOXES WITH DISPLAY FIXTURE DRAWINGS & CENTERED AT DOOR. LOCATE J-BOX IN CEILING GENERAL FIRE ALARM & SPRINKLER NOTES _ 5. OUTLETS, PHONE AND DATA JACKS SHALL BE MOUNTED TO b. ALL SURFACES WITH EXISTING OUTLETS TO BE 17. THE SECURITY SYSTEM CABLING, WIRES PULLED & FINAL li �jj�' X W JUNCTION BOX W/POWER WHIPS FOR MILLWORK CABINETS AND SEC SECURITY CONTROL PANEL 4 CASEWORK. THIS SYSTEM IS REQUIRED BY THE TENANT. REMOVED, SHALL BE PATCHED FLUSH WITH ADJACENT TERMINATION BY SECURITY VENDOR. O( ) 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 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. NORDSTROM 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 A/V . m 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. 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 FIRE ALARM 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 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@ I I SPEAKER/STROBE CM 360 CEILING MTD MOTION DETECTOR I 1 ANTENNA SYSTEM CONSISTS OF AN AMS-9040 CONTROLLER, TWO ROOMS. CONDUITS, JUNCTION BOXES & DRAG LINES NEEDED DOOR CHIME 'C338-G5' EDWARDS SIGNALING AT CEILING IN U TRANSCEIVER CABLES,SURFACE-MOUNTED HARDWARE,A FLOOR 8. CENTERLINE TO CENTERLINE DIMENSIONS OF ANY FOR A/V EQUIPMENT. COORDINATE W/A/V VENDOR. Pro © 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 Project PUSH BELL BUTTON 'l786C-B' EDWARDS SIGNALING LOCATED AT 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 D STOCKROOM DOOR FOR BUZZER SYSTEM. CP CONTROL PANEL I MUST BE ORDERED ALSO. GC TO PROVIDE DUPLEX OUTLET ON A WITH WHITE COVERPLATE AND DEVICE, IF REQUIRED. 23. G.C.TO COORDINATE A/V INSTALLATION WITH A/V 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 1H� mm I I THERMOSTAT A.C. UNITS AND SEPARATE CIRCUIT OUTLETS AT READY UPON A/V 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 1 1. ALL WHIPS AS INDICATED FOR DISPLAY FIXTURE LIGHTS Zx TEL/DATA RECEPTACLE MTD. 18"AFF U.O.N. W/JUNCTION BOX AND I I J_� - - - - SHALL NOT BE VISIBLE FROM THE STORE. ALL BOXES, Drawing Tide CONDUIT STUB UP TO 6"ABOVE DRYWALL W/DRAG LINE. CC V FIXED CEILING CAMERA LO K I CPU I DOOR b CONDUITS, AND WIRING MUST BE COMPLETELY POWER-DATA PLAN FLUSH WALL MOUNTED DOUBLE JACK DATA CABLES/FAX LINE I HANDLEI -,,400 HIDDEN.APPROXIMATE LOCATION OF WHIPS SHALL 0 RECEPTACLE MTD. 18"AFF W/JUNCTION BOX AND CONDUIT STUB UP DVR DIGITAL VIDEO RECORDER PHONE MONITOR FAX I TO 6"ABOVE DRYWALL W/DRAG LINE. - I Q PIR WALL MOTION (PIR) FILE TICKET `n I � PRINTER I I 00 � 00 FLUSH WALL MOUNTED DOUBLE JACK TELEPHONE RECEPTACLE I I 75r Project No. 14933 - MTD. 18"AFF W/JUNCTION BOX AND CONDUIT STUB UP TO 6" PB PANIC BUTTON I 0a v Scale: AS NOTED ABOVE DRYWALL W/ DRAG LINE. © ©© mm mm S Date: 10-27-14 151 SIREN z v FIRE ALARM HORN/STROBE LIGHT MTD.AT 80"A.F.F. M P ELECTRICAL I z N ALARM CONTROL (TELEPHONE & ELECTRICAL I RECEPTACLE 1 '2 Drawn By: P.N./S.R. 1 v ] 11 RECEPTACLE REQUIRED) 11 Checked By: M.P./G.O. FIRE ALARM STROBE LIGHT ONLY, MTD.AT 80"A.F.F. NOTE:ALL DIMENSIONS TO CENTER LINE 0 CatSe CABLE FOR FUTURE SECURITY EQUIPMENT Drawing No. SYMBOL LEGEND 6 TYP. POWER MOUNTING HEIGHTS 5 POWER NOTES 3 GENERAL NOTES 2 A� l 03 1 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Architect RH SWEERS II 1 PROPRIETOR AFF'= SEE` �DDz 'CC' BB'` Z � 30 €AA � � Y ' 14'-3�° ; LINE OF RH SWEERS ARCHITECT 16"H R/�1SED MWK EQ 10'-10" EQ i NON-ILLUMINATED ;'• PLATFORM BY MWC. } BLADE SIGN rhs@sweersarch.com HANGING DISPLAY _ (ABOVE). FITTING R 102 H.C. lvl FIXTURE BY MWC - - - - - .- - - LICENSE NO 4014 ^< OREGON LIC .. MWK ACCESS DOOR TO W ADJACENT SERVICE ADJACENT ADJACENT ADJACENT „ y DISPLAY AREA FINISHED Y4 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE TENANT, N.I.C. CORRIDOR TENANT, N.I.C. TENANT, N.I.C. TENANT, N.I.C. `O N ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE r - i THK MIRROR w "MT 1 FR-9.5 /Y t. z H33LF z DUPLICATED USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE z i; s TOP & TRIM AT } ARCHITECT THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION ;. .x,». ....... ..� .,..,...,,,. ....:..:... .....:.......... .... .....<.i......:.:........,.,.......:...:......,..... /....... .......:.............h.........,....� f W O O OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER STOREFRONT SIDE BY GC. ? " - - = N Q J M ' CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. BEAD CURTAIN ~ ACC AG o 0 NEW WATER COOLER.GC TO WALL MOUNTED SERVER ELECTRICAL PANELS.SEE `. 108 F E CLOSET £ N-1 la' Project Coordinator may,,..»:::,::,..�:....::.... ::. ...........,..»<...ri. Vii,`",#,,....:.rr.». , :. :...µ ,r.�:. r. >.F.,.Yi,Sl.' .........:.. ..»..::#i#3::s,:#:'»::�.:>::#F:7:2#>�i�:�#e;:?:k::':s#k.;:i:'�::'�'::...../.:v..,.....�: ...7: :. ,../ i57':sLL;.;r%::�s%e#:R::#::#::::#:::�i�:s?%,% .,.::....... ....,....f�,.....................f...,......hf.. F. ........,:... .......»r.,..:.•'<5..r,#rro:<».... .;..rr<.:si::s::sx:ie:ih;:: ...::..::.::::».»v PROVIDE /B Q)COLD WATER TAP CABINET AND MEDIA ELECTRICAL DRAWINGS i»:<".' r:.,... �,-..,,............:,..........' -5:,4;5:.x:5:.>:;<.r:.r:.r : ' LINE AND SHUT OFF VALVE TO NEW SHELF (ABOVE) FOR ALL INFO. f €'- 4 3 2 1 d I SERVICE 27'-7" / f 23'-0" I W WATER COOLER &PROVIDE 20 20 20 20 CURRIDOR - DUPLEX OUTLET.SEE POWER PLAN. 1 off !�!/ 2"FINISHED MWK END b-0 n R-11.2 DURATRANS 2'-51. I, II 10'=10a' 3'_p2' 10'-10a, 41I 1, ll i PANEL BY MWC. AKR FIXTURE BY MWC. x< %` s TATION I REFER TO MWK SHOP WATCH S »f•;i."j/;ih"s.iir"• ."^l'.ux.ik» '.,�K::f i'a:.: ,,. t#'`:xYmx'`^.:;.; kk~ar,r , CABINET f-» ... : r...a .:5. nh.'..,....n.. ....a>..r.... r. :,:» ' ' ..1•. ... ......,..» <,. n .. , ...f,.... r.r.,..^f^." r:SwwfiRk.'Y.S"wwwf%':'•.. ` i \ colLEcnoe A 2"FINISHED MWK END rx : e a: W W w W W w \ �- - - J L - J - N - J __....._.._- ._..__... ...___... _..... ......---..._. _ _ _ �I> p^ �_��_ PANEL BY MWC. o 0 0 0 0 0 - - : � � � �A SHoEs � � � �� � � � ip T W 0 O N E T W 0 ..a.,, / •-,:3 * 2 2 2 2 2 S I - _......-,,,,,._,,,,,_,,.,.._.F,,.,__..,._,,,.. - - - - I'v'4,ICFF6,FR.. ...-......-..... ,_.,,,,, -..... �O : .. _N :>r r _ - - - - LJ Li S 36L 3N o roi M C M o L_ � a -9.3 HOTS - - OUSTONM LF - - - R--9-3 SPOE5 C-LLISTLF MIRRORED _ MIRRORED -�31� _8 1 - �CSZ51� f - ,g,., I , s __ ..... M N N N N ch :; TOTi:WALL 3 62" 7 02 TOTE WALL 3'-b;" 12'-0" b'-4" 15'-4' o 0 0 I \ 3'-0" 2" 10'-0" BEAD CURTAIN. 45 West 21St Street, Suite 403 106 RESTROOM xw o0 0 _.,._. ....,.... ;............... :y J I _ New York, New York 10010 �•• j,l,�- i � I � I i HANGING DISPLAY T 212.904.0432 F 212,904.0433 i FIXTURES BY MWC r i - 7 i - R.0...1 1 R-3.1 R-2.13 R-1.13 R-3.1 _ ...... _..... ..._..f ® : I R-5.6 :.. ? ..... 3 I - - - - o - T IO'H SHELVING xc :...._. ....... ..... ........ R21 R3.2 i.. ti.. a I- - e ' e 1'- a I MEP Engineer � � i _ CABINETS BY SHELVING ' v, u, u, U m co VENDOR. REFER TO a m m m o 0 0 0 ` ? :: '_.. JJ r. - - L- JJ - _ " _ 16"H RAISED MWK P PLANS FOR ALL INFO ;.; $ _ U U) � - - �- - ` i ;%i t,., R-1.14 r PLATFORM BY MWC. -r:, ARIS BENCH `',, MEN I N F E R _ - ' 15 I I '" 6'- 750 BROOKSEDGE BLVD.WESTERVILLE OH 43081 AND DETAILS t m o = o = o = 0 0 3 0 0 o n 1 I I R-5.7 R-5.5 R-5.5 R-5.6 PR', UCT %"'"'.; PR [�tJCT I I - J ' ch ch co M M 1 co co ch D a JACKI r :. _ 1'-5Y4'HIGH MWK ACCESS DOOR TO PE CLOSET- 00 J ) ( ) rzL 00 00 00 Co Co , CO ao ao f ...... ..... ...... ...... ... 4 . ..:'.; -<:` I- _ (614 839-4639 FX: 614 839-2222 z I � i ;i._.ti:., ti; :<. R-3.3 MANNEQUIN 7.8 FINISHED Y4'THK NzIIRROR w/Y2'MT-1 R-3.3 I I %, , �, �, �, �, , �, �, �;; 1 LF v 20 R-3. MALL SERVICE $ z c� c� W lu w w '-1` I I_' R-2 R 2 1 1' PLATFORM BY TRIM ALL SIDES ATISALES SIDE BY MWC. CORRIDOR i= = 0 0 0 s ° I I / R`.1(19 N o I .) r' MWC. U U) � W Lighting ¢ ¢ a rn I ( / J 1 %i01 1 MT-2 END PANEL I f 1 HALLWAY 9 9 hJw. <w: 0 0 0 0 0 0 0 o I I - - ! N Yr M = M = co = M co i M M M O D I /` _. -...-.... I i RTW LT? 2p i f ;.,,3 I 20 W:. »,f) 0 CO CO CO CO ' Co Co w - ` R 3 BY STOREFRONT HENNESSY DESIGN I I ' /; ' I R10:6'; .. - .6 - - - ..`. SOUT'•,HHAMPTON TABLE I D, ;• 3o PO BOX 42162 PORTLAND, OR 97242 d 'n p s VENDOR. IN I / .=:= �xw� I 2 PRODUCT `PRODUCT R-3. 1'-0"HIGH R-3.3 j 1'-0"HIGH MANNEQUIN (888)358-6368x101 (503)583-8907 HANG UNITS TO 1 3 3 I Ir L. ...... ..... .. ...... ...... .. �.� 20 -LO R 3.3 MANNEQUIN r\ I r. PLATFORM BY MWC. 105 STOCKROOM HAVE DOUBLE ! ~~' '~ ~ ti I RMS BY Consultant 0 20 20 , .._...; I I I PLATFORMS R-1�15 I I } '-b"i 4'-b" co HANGBARS R-1 ,3 i 10-78 - J MWC. "v >..>.: „> r:',. m cD c7 c7 c� 7S R-13.3 o I o0 - R 2.13 y z 1(3 ¢ ¢ ¢ ¢ ¢ )¢ ¢ c� I \ rn r 's Yi T ?J' 1~ j b,+, c0 0 �, W s R-3.7 I - 4 � �� II I I I - J ' 1 15T = 0 0 0 0 o m \ y I o ^' R 10 6� 1 0"H o �'L �J z z z z z z o i `' - „ _ I L L_ - - - - -I � R �0 16"H RAISED MWK 5: _ 3 ,.. IGH , a £ ... R-3.1 ' J R-1.l3 R-3.1 I 7.1 20 II o = o = o = o = o o = o a ( ° MANNEQUIN i 2 I PLATFORM BY MWC. M co M co C9 M M N z , I I � I N #0 CO 00 oo co CO t CO CO I -' PLATFORM BY MWC. Seal : RJ3.2 3 f f: .... 3i 1 O o (n lA (A co co !n w� 0 c9 cD c� c� I I �xw 3 I ,0 72"Q)SUSPENDED ARCHITECT: RH SWEERS II,PROPRIETOR RH SWEERS ARCHITECT. z ¢ ¢ ¢ ¢ ¢ a c� € 1'-98? 20 -78" 1'-98" 12'-0" 8" 6'-4" 15'-4:' 8" 3'-0" 2" 10'-0" i� 2" CHARM LOG y>: m = m m m m m m ¢ b'-0" I R-1 :' 12'-10" 1-0 4" 7-5" 2'-4" 4-0' 2'-4" T-5" 8"4" 1' = I O (MT-1 %, m THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY -< d ' R-8.1 EYE t "' FINI H BY I NA E z z z z z z o _ ry S S G G IRROR :MIRROR -9.3 HB 36 LF R- FEAT RE HB ) "`k « z ¢ ' ' `. ,,- -.�__„_•,_,.- ..� ,_.._.�. _„ ,._.,�,_„_._•._•_ ,._.....__.__,_,__.,,_._,.,_„_, .,,.._._.._._._,,. 9 U 64 LF R-9.3,HB .�,._30 LF � RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE _ _ _ _ _ _ ¢ w c� ; ; -••- ; >"'•""""""-'; -'., ,, ••'•' """"" ._.._ ... ...,__...�1...._... _......_ - - - - - _ .. VENDOR SEE 20O CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. # ; xkk.: 0 0 0 0 0 0 0 ,a I 5'-4" ,: 0 0 ;_: HORIZONTAL VIDEO; t �,o ; Qi c<... r, M C9 Cl) coce) M co N - - - - ; ° R- 1 RTW 7 LF; Q O,. R 9.4 H4 LF aO R-1 .l RTW 7 LF 1 '. � i : W MANAGERS DESK I :. ..... ...... ...... .... ...... ...... ....... ...... D m co Rr132 MIRROR ,;:, ..,.r.: ..;.. ..r.:•.<:.. ::..r::.r,� :,...rrr:;...rr:.: ��:.».,.::.:y::.r::...ri;::r�:<:.r.iiirri�. :,,�.w'ififo-7.•,Aiwwwwww'w'in"wwIw'iwwi•�r��!w/w:,«u�� /:�wJ,iir l.:... 555.... :ii:%� :i<wiles'4:�:r:i:........rr:..<....... .. .. ,.. .............n.....Y,...,..r.,.. ..,.... ..:::S;:SY.:;;.i:r:i:•; .,:n ... , r....... ,».....::.........�...,.n........... <�i<5::: x�iu, ,w'�wKN"....ww�wnnwwi"nNii ii::i�»wwii::ii::i�wiww 5:,"www'w'iwwiFwwilties",ww:i,:::i.�w"wii::ii::.'.wwiw,<:i A"wwNwfiww'N'wY,'M'twA'Nii;:�: ..rwwwwwwwF"wwFY,w'fiiirH.�.. ,id,wwfi ....... ..... .................................... ....... ........................................ ... ......... .. ... ......... ... :.r... .:r .. ...... .. r.. ... (,WwYiii' 's'l.+iY 'N:£iwwfir' r, 27'-7" 14'-2" I 23'-0" 8 �J kr www.:..... ;2 1 2"FINISHED MWK END € Y V-5Ya'HIGH MANNEQUIN �~ 20 104 FITTING RM 101 F.R.VESTIBULE 100 SALES AREA PANEL BY MWC. PLATFORM BY MWC. 04.0V ' I HANGING DISPLAY ADJACENT TENANT ' # FIXTURE BY MWC STOREFRONT, N.I.C. ! N ' t BEAD CURTAIN. SERVICE ADJACENT s �(`1 %'.� 103 FITTING RM �✓ ALCOVE I TENANT, N.I.C. f i xyE;' ®P O� No. Date Issued By "�i` 107 MANAGER'S OFFICE f. ; %I 01 10-0&14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. 'S F::•l:Y:y...N.r;:r.;r't5:iir::krk.kr:i<i::iii'S :,f,5...,..�::.:::..:�.::,..::.5:::::::.,>.;:>.,,.::.<,,.,..:....,...,�.��.....�.k»....�;<;.r:;;k..fr-;v:<.rii<:.rk<.:::..;,•:...,.:,...:.:.:......NY,...:,...:....,:.:...<.:...<,...:.. ,:::.::..:.:,.::...:.........,. .r;..,,..........,.:........:.,........5:,.�,,:..:....:,......:..:..:........... 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: 05 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 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 CONTRACTOR. • GC TO COORDINATE WITH MWC AND STOREFRONT VENDOR FOR ALL STOREFRONT FIXTURE AND 4. T FIRE EXTINGUISHER PROVIDED & INSTALLED BY GC, COORDINATE EXACT LOCATION WITH FIRE CABINETS INSTALLATION , FRAMING AND SUPPORT. MARSHAL, TYP. MANUF.: POTTER ROEMER • GC TO PROVIDE ALL ADEQUATE & REQUIRED BLOCKING AND SUPPORT. MODEL: #3010 10 LBS ABC DRY-CHEMICAL N 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 ® 4,523 S.F. R-1.l MWC 55"FOLD TABLE F-7.6 MWC FLAT RUNWAY TABLE-SMALL 3'X6'X30"l1 F-12.1/F.12.1 C MWC CANTILEVER SHELVES -SHOES OR HANDBAGS R-16.1 MWC/GC MANAGER'S DESK DK:K'S SPORTING R-1.2 MWC 84"FOLD TABLE R-1.7 MWC C 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 6' 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 R_1.7 MWC & EVERYTHING TABLE F-14.1/F-14.1 C MWC APPARREL CABINET/APPAREL SHELVES F-20.4 OWNER BATHROOM CABINET R-9.8 MWC T-STAND F-2.2 MWC bb" NESTER F-7.10 MWC NESTER FOR& EVERYTHING TABLE F-14.2/F-14.2B MWC HANGING DISPLAY 1 1/2"ACRILYC F-20.5 GC COAT HOOKS R-10.5 MWC 4'-0" BALLET BAR 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 NORDSmTROM F-2.4 MWC 66"NESTER (BACK PAINTED GLASS) F_8•2 MWC CASHWRAP -FREESTANDING F-14.3C MWC b"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 .. 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-1 1.4 MWC DURATRANS -MEDIUM F-23.4 MWC NOT USED R-10.3 MWC FLOOR MOUNTED HANGBARS Project R-4.1 MWC 60"ZEBRA BENCH F-8.6 MWC CASHWRAP -L-SHAPE-CALIFORNIA MICHAEL KORS 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 R-4.3 MWC LARGE ZEBRA BENCH (DOUBLE OTTOMAN) NO BOLSTER F-8.8 MWC CASHWRAP -U-SHAPE-CALIFORNIA R-11.2 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-9.313 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 - ate: 10-27-14 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 2 SCALE: N/A A� l 04 Architect RH SWEERS 11 PROPRIETOR B I RH SWEERS ARCHITECT rhs@sweersarch.com ST-1 102 H.C.FITTING RM — OREGON LICENSE NO.:4014 P2 P4 ST-1 P-2 ADJACENT .......................... ........................ ADJACENT SERVI E ADJACENT ADJACENT F2 Ell ............. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE CORRIDOR TENANT, N.I.C. TENANT, N.I.C. TENANT, N.1 ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE TENANT, N.I.C. WT TC P-2 DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE 1;:;;;:1­.1­...................................... ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER ........... GC TO EXTEND I I CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. I 1"T, SERVICE CORRIDOR ST-1 FLOOR FINISH. J Project Coordinator 108 �E CLOSET COORD. ALL WORK wm WITH MALL EXISTING FLOORING P3 ACT TO REMAIN MANAGEMENT/ SERVICE TILE TO EXTEND 6"MIN. UNDER TILE TO EXTEND 6"MIN. UNDER F2 B2 111 `4 MT-2 CORRIDOR CABINET BUNKERS (TYP). GC TO CABINET BUNKERS (TYP). GC TO —LINE OF MILLWORK COORDINATE WITH MWC. GC TO F-1 COORDINATE WITH MWC. GC TO V 'iILE START LINE OF MILLWORK CABINET NOT CUT TILES UNLESS IS NECESSARY.— POINT NOT CUT TILES UNLESS IS NECESSARY.— CABINET TILE TO EXTEND 6"MIN. UNDER-­, ................. -.1W BUN KEIZS-(TYPI—. Gd,.f8 ff�z Alt ............. .......... ..r.........°....... . .......... __211--------- ........... ivii- ------ TO NOT CUT TILES UNLESS IS P-2 TWO ONE TWO .......... ....... ... .... .............. .......... .......... .................. --NECESSARY. g{i45 West 21 st Street, Suite 403 ---LINE OF MILLWORK t ................... .......... A ............ 106 RESTROOM t ALIGI\ PLATFORM New York, New York 10010 P3 P43,• PROVIDE MALL F5 B3FLOORING TO MATCH EXISTING) BEHIND LEASE LINE AS 1.18-0. . 1 v A ................................... ........................... ..... ------- e. ...... MEP Engineer WORK w/MALL MANAGEMENT. RE UIRED. COORDINATE ALL -ENGINEERING M ........... ............. k 750 00 GE BLVD.WESTERVILLE, OH 43081 • (614)839-4639 FX: (614)839-2222 • ............. T F� HALLWA CORRIDOR .} /:,� � HENNESSY DESIGN "Z: NEW TRANSITION STRIP 114"ST ST' I I Mti 7- 9- 7- t.it m PO BOX 42162 PORTLAND,OR 97242 ...... ....... SCHLUTER DECO E100D BY f (888)358-6368x101 (503)583-8907 AALONG CENTERLINE OF DOOR \1 002 7 v 105 1 CLOSURE AS REQUIRED. Consultant 105 STOCKROOM T-2 A 6 N �Alu5/ 4, P3 OPEN 10 H & F3 62 I k; I I C 1 7 LINE OF MILLWORK Z is PLATFORM ........................ ....... ......... ........................ Seal T-- ................ � ARCHITECT: RH SWEERS II,PROPRIETOR RH SWEERS ARCHITECT. »:. { I TILE TO EXTEND b"MIN. UNDER < CABINET BUNKERS (TYP). GC THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY AL GN ... ...... . ... ....... ...... ...... ...... RESPONSIBILITY ............ .................. ...... . ........ ........................ .. ....... ... . ........ �ommmmrr ....... ................. ................ ------ ........... . ........ ......... 4 1 — ...... ......... .......... GC TO NOT CUT TILES UNLESS D A ............... ...................................... 10 IS NECESSARY. . . .. ... ..................... ...................... U` ----------------- . J ............... . ..... ....................................... ...... ..... ..... ...... ..z . . . .. -MT-2....... ....... .......................................... 28'� ST 1 .... ....... ..... TILE TO EXTEND 6"MIN. UNDER LINE OF MILLWORK LINE OF MILLWORK— TILE TO EXTEND 6"MIN UNDER 104 CABINET BUNKERS (TYP). GC C —J FITTING RM 101 F.R.VESTIBULE CABINET CABINET 100 SALES AREA CABINET BUNKERS (TYP). GC TO COORDINATE WITH MWC. P2 P2 P4 TO COORDINATE WITH MWC. P4 P2 P4 F2 Ell F1 Ri GC TO NOT CUT TILES UNLESS IS F1 B1 GC TO NOT CUT TILES UNLESS IS NECESSARY. V. NECESSARY. S ADJACENT ENGINEERED WOOD 103 FITTING RM FLOORING,JAVA, RED ALCOVE P2 P4 TENANT, N.I.C. OF C�l�11 OAK IN HERRINGBONE F2 131 NOTE: TO AVOID HAVING PATTERN BY GC SHORT PIECE AT END OF COURSE, DIVIDE LAST FIVE No. Date Issued By 107 MANAGER'S OFFICE PIECES EVENLY MT-1 FINISH V 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. P3 ACT ENGINEERED WOOD FRAME J III F3 132 FLOORING, JAVA, RED OAK 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. IN SOLDIER COURSE BY GC N 03 110-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 04 10-20-14 ISSUE FOR PRELIMINARY ILL REVIEW 212 D. 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. FLOOR FINISH PLAN 06 10-27-14 ISSUE FOR PERMIT 212 D. SCALE: 3/16"=V-0" KEY DESCRIPTION NOTES GENERAL LOCATION P-2 BENJAMIN MOORE DECORATORS WHITE (#CC-20) REGAL PAINT, EGGSHELL BY GC SALES AREA & FITTING RM. TILE PROVIDED BY TENANT P-3 BENJAMIN MOORE DECORATORS WHITE (#CC-20) REGAL PAINT,SEMI-GLOSS BY GC STOCKROOM, DOORS & FRAMES,TOILET RM AND INSTALLED BY GC P-4 BENJAMIN MOORE DECORATORS WHITE (#CC-20) REGAL PAINT, FLAT BY GC SALES AREA & FITTING ROOM CLG. CARPET BY TENANT'S VENDOR, FRT VESTIBULE/ FITTING B-1 2"H XY2"W SURFACE MOUNTED WOOD BASE. PAINT FINISH SEMI GLOSS. BY GC FITTING ROOM &SALES AREA COLOR TO MATCH WALL ABOVE. PLYWOOD SUBSTRATE BY TENANTS SALES ROOM 1/4"STAINLESS STEEL SCHLUTER LINE OF PLATFO M .................................... 1 ABOVE VENDOR, VERIFY THICKNESS. 1.6 DECO E 1 OOD STRIP BY GC B-2 PINNACLE RUBBER BASE BY ROPPE- 1/8"THICK X 4" H COVE BASE: #191 CAMEL BY GC STOCKROOM MT-2 ALIGN FLUSH WITH STONEB-3 6"X 6"CERAMIC TILE BY DACTILE, COLOR: SNOWDRIFT-AT-01 BY GC RESTROOM EXTEND— FLOORING BASETYP. TO PREVENT FRAYING EDGES STONE TILE:24"X 24"X 3/8"PACIFIC SUPER WHITE PORCELAIN THINSET: MAPEI Key Plan/Ground Floor TILE TO i IN 1/4"STAINLESS STEEL SCHLUTER 1.6 CARPET BY TENANT'S VENDOR, 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 6"MIN tINE)ER -rr DECO E I OOD STRIP BY GC TO FRT PLYWOOD SUBSTRATE BY GROUT. GC TO APPLY TILELAB GROUT SEALER AFTER INSTALLING GROUT. 19=?y MICHAEL KORS PLATFO RM!(TYP). NEW STOREFRONT SYSTEM WITH Y2 PREVENT FRAYING EDGES TENANTS VENDOR VERIFY SPACE#G06 F-2 CARPET BY BIGELOW"SPECTRUM" BROADLOOM, COLOR: JAVA LATTE SUPPLIED BY OWNER AND INSTALLED BY GC SALES FLOOR INSET& FITTING ROOMS CLEAR TEMPERED GLASS 1 4,523 S.F. - THICKNESS. ALIGN WITH -3 VINYL COMPOSITE TILE BY AZROCK- 1/8"THICK X 12"X 12"V.C.T. #V2602 I zliz, 77 77, F BY GC STOCKROOM & RESTROOM I ILE PRO VIDED BY TENANT STONE FLOORING NATURAL MOON DI&S ....... DERR FLOORING: MIRAGE, ENGINEERED WOOD FLOORING, JAVA, RED OAK IN N AND INSTALLED BY GC F-4 SUPPLIED BY OWNER, INSTALLED BY GC. SALES FLOOR INSETSPORT HG HERRINGBONE PATTERN -2 9/16"X 17 7/8"X 3/8"THICK SETTING BED BY GC fI 7 SETTING BED BY GC EXISTING CONCRETE < F-5 6"X6" CERAMIC TILE BY DALTILE, COLOR: SNOW DRIFT-AT01 BY GC RESTROOM TO BE INSTALLED TOPPING SLAB -1 STONETILE: RESORT BIANCO DECOR LINEA-24"X 24"X 8 BY OWNER AND INSTALLED BY GC STOREFRONT EXISTING CONCRETE ST IN STACK BOND PATTERN BY GC TOPPING SLAB MT-1 1/8"STAINLESS STEEL W/ #8 POLISHED FINISH BY STOREFRONT VENDOR STOREFRONT MALL WALKWAY TILE FITTING ROOM MT-2 1/8"ALUMINUM WITH WHITE POWDER COAT FINISH TO MATCH RAL #9003 BY STOREFRONT VENDOR STOREFRONT 7 PL-1 FORMICA #949-90 GLOSS WHITE PLASTIC LAMINATE BY MILLWORKER SALES AREA NORDSTROM . WD-1 MACASSAR EBONY WOOD LAMINATE. FORMICA #9012. (fire rated laminate) BY MWC FASCIA PANELS Y= WL-1 GLOSS WHITE LACQUER WALL BY MWC SALES AREA 10 CARPET TRANSITION DETAIL CARPET TRANSITION DETAIL 5 4APPLICABLE FINISH NOTES N(@ LEASE LINE 2 SCALE: 3"= 1'-0" SCALE: 3"= V-0" SCALE: N.T.S. Project NEW TRANSITION STRIP 1/4"ST ST-L F-1 SCHLUTER DECO E100D BY GC 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 MICHAEL KORS RECEIVED PAINT OR SPECIFIED FINISH. ALONG CENTERLINE OF DOOR (F-4) DERR FLOORING: MIRAGE, 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 CLOSURE AS REQUIRED. ENGINEERED WOOD FLOORING, MAY HAVE FORMED IN SANDING. WASHINGTON SQUARE, SPACE # G06 JAVA, RED OAK 3. PAINTER SHALL BE RESPONSIBLE FOR THE REMOVABLE OF HARDWARE,SWITCH,AND OUTLETS COVERS., ETC, AND RE-INSTALLATION OF SAME AFTER PAINTING. �-GC TO PROVIDE MALL FLOORING 4. PAINTING APPLICATION SCHEDULE: (1) COAT PRIMER, (2) COATS EGGSHELL IN SALES, SEMI-GLOSS IN STOCK. 9620 SW WASHINGTON SQ. RD. (TO MATCH EXISTING) BEHIND LEASE 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 TIGARD, OREGON 97223 LINE AS REQUIRED. COORDINATE1" POLISHED STAINLESS STEEL DEBRIS CAUSED BY WORK SHALL BE CLEANED UP AS WORK PROGRESSES. Drawing Title 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 ALL WORK w/MALL MANAGEMENT. TRANSITION STRIP BY GC TO CONTRACTOR. ALIGN PREVENT FRAYING EDGES NEW STOREFRONT SYSTEM WITH Y2" 7. WIPE CLEAN ALL SURFACES WITH DAMP CLOTH. FINISH PLAN CLEAR TEMPERED GLASS `�7 9. REFER TO DETAILS SHEETS FOR APPLICABLE FLOOR TRANSITION DETAILS. 8. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER PROTECTION AGAINST DAMAGE TO EXISTING FURNITURE,ADJACENT FINISHED WORK, FLOORING, ETC. FI APPLICABLE. Al 1/m. F-1 STONE FLOORING PROVIDED BY 10. THE FLOORING CONTRACTOR SHALL HAVE A MINIMUM OF FIVE YEARS EXPERIENCE WORKING WITH THIS TYPE OF PRODUCT. LINE OF PLATFOR 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 ABOVE TENANT AND INSTALLED BY GC TOUCH-UP ALL CORNER BEADS, WALLS, CEILING AND FLOORING AS REQUIRED PRIOR TO TURNOVER AND ANY DAMAGE CAUSED BY OTHER TRADES INCLUDING MILLWORKER. 12. GENERAL CONTRACTOR SHALL CAULKING BETWEEN MILLWORK AND GYPSUM BOARD WALLS IF REQUIRED TO CREATE A SMOOTH FINISH. Project No. 14933 TILE TO XT{ ND 4--FMT-2 SETTING BED BY GC 6"MIN YNQER .............. GENERAL NOTE: UPON POSSESION OF PREMISES, ENTIRE SPACE DIMENSIONS SHALL BE VERIFIED AND NOTED OF ANY DISCREPANCIES BY GC'S FIELD SUPERVISOR USING CONSTRUCTION Scale: AS NOTED PLATFORM:(TYP NEW LIGHT WEIGHT CONC.TOPPING LAYOUT SHEET. GC SHALL RESUBMIT THAT SHEET WITHIN (3) THREE DAYS FROM START OF CONSTRUCTION TO ARCHITECT. Date: 10-27-14 SLAB.SEE A 10 1 FOR MORE INFO. WALL DTL # Drawn By: P.N./S.R. XX XX CEILING 4 SHT # SEE DETAIL XX XX BASE Checked By: M.P./G.O. �x FLOOR Drawing No. STOREFRONT FLOOR LOGO WOOD TRANSITION DETAIL FINISH NOTES A_ l 05 SCALE: 1/2"= V-0" SCALE: 6"= 1'-0" SCALE: N.T.S. MILLWORK NOTE: Architect ALL MILLWORK BY MWC. GC TO REFER TO MWC SHOP DRAWINGS FOR ALL MILLWORK DETAILS & DIMENSIONS AND TO COORDINATE ALL MILLWORK RH SW E E RS 11 SOFFIT FINISHED BEAD CURTAIN SOFFIT FINISHED BEAD CURTAIN INSTALLATION AND ALIGNMENT. 2'CLEAR TEMPERED MILLWORK LEGEND: PROPRIETOR FINISHED CEILING P-2 BY GC. (BEHIND). P-2 BY GC. (BEHIND). GLASS (BEYOND) HATCH DENOTES MT-1 (POLISHED STAINLESS STEEL) FASCIA/TRIM BY MWC. RH SWEERS ARCHITECT FINISHED CEILING B.O.SOFFIT P 2 EU P-2 rhs@sweersarch.com 10'-0"AFF 10' 0"AFF ..." _....._-.-....__.___ r 3:: + + - I I_ f. I I OREGON LICENSE NO.:4014 €}.. .. . . . ; / \ : ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE """ ;:•s, _. NICKEL PLATED BEAD I '' ORIGINAL AND UNPUBLISHED WORK OFTHE ARCHITECT AND MAY NOT BE B.O.SOFFIT / . .. ... , '3 .. CURTAIN (BEHIND). - ` DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE 1, ( ) F8M ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION 0 Af F ...... ... y �.. :� THE OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY R }.. , O �, J CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. 5 . . ... . ... . . .. 5 ...... .... �... "' . . 3 3. . . . 102. .. .... . .... w r . . ::: ..::: ' .... . .... _ _ . . Project Coordinator _.. . ...._ ...... ...:....._.. _____.... _.-.. R�9:4 R 9.4 �' r .. .. .. .. i - F L . . L , 1' P -1 `, (BEHIND~`.. ., •.. ` . ... P -1 72"O MT-1 FINISH hl . ... CHARM LOGO BY w_._ ._._....... SIGNAGE VENDOR SUSPENDED BY 32"SD .. . . . . ; MT-1 TUBE FROM / t. , . . . . . . .. . � � ,� 0 CEILING. . ..... ; o ao .. ... ..... �� .... �` . . . . . . . ... . . .... . ......... T.O. BUNKER T.O. BUNKER 45 West 21st Street, Suite 403 �. 1 II 1 -4 AFF 1 -4 AFF \ New York New York 10010 \ \ \ \ \ 33 FINISH FLOOR FINISH FLOOR \ \ % \ \ T 212 904 0432 F 212 904 04 _ ............................................................,........n., ...,.,.......,..,...,....:3............o............. »:�::,,,:.:;;,,, i>. SECTION THROUGH 16"H 0-0 HANGING DISPLAY BUNKERS—] 4"MT-1 END PANEL NEW PIVOT DOUBLE GLASS ENTRY 4"MT-1 END PANEL HANGING DISPLAY BUNKERS—] MEP Engineer MWK PLATFORM BY MWC FIXTURES BY MWC. BY MWC BY STOREFRONT DOORS OR AND SIDELITES (FRAME BY STOREFRONT FIXTURE BY MWC. BY MWC ORM-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.�I� +13'-10"A.F.F. 7 Seal X"THK MIRROR w/%" ARCHITECT: RHSWEERSII,PROPRIETOR RHSWEERSARCHITECT. MT-1 TRIM ALL SIDES AT WHITE STONE TILE,ST-1,AS THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY SALES SIDE BY MWC. 3/" REVEAL BY SCHEDULED. RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE S CONDITIONS,OR ANY DOCUMENTS WHICUO NOT BEAR MY SEAL. W—D--11 MWC (TYP.) 102.1 'jJl , .:.a:,. ::,a;.:•ta:•�. :•:, ..:r.,.. s �.r::.,x:.. :.:;i•s:,• s s:. �rt.t .._;;, .::_ ar.w. ..::u..' ..t a: . x;a:::• :•s:. ..st• p :Sa y k .g ..A.. .3. ,.{ i3;<": E t. •:Sxt' t:i�'. .3•, i 3.' rk. r3.' E i.. •� :v#z i3^ ii i )r. ^.°#.a''s' ,3:•:+^ f;E i3' i.�i: €i°',E �£€ s �.�, ..j+,•:3 g s :r`,� ,vs i. r�: .} sir,.E�; s:• i� s:� ,3i:' 3' .} .� 3: 1 +B......1.O..0...'...-..S..O......F...F."IT {v£E r, .„, % s' f�: ;:°�1�-7<� .r i•^.. ,srs...y:} s73 f .., z ..r •+ rif3r }�y ` I b B.O.MT-1 EYEBROWv0A.F.3 1/4................ l I £ WD-1 WD-1 P-2 I MT-1 FINISHED r..3 l ) 11 EYEBROWR-14.11o r s. t r. i. r — ^^^ : is r B O SOFFIT - ibyy r r. € 'fl ' ..--� +8 0 A.F.F. t I iq NICKEL PLATED BEAD ®�' rs1. CURTAIN . R-14.1 ( ; :r 3.% .x� f' a ! ! ( xf HANGING DISPLAY FIXTURES. utl 3'-0"TYP r: '€;. % `; No, Date Issued By SEE A104 FOR MORE 0 P-2i INFORMATION. 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. s EASE { MALL HALLWAY 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212D. �. i LINE Sis � t•. r'' ' RAISED - 03 10-16-14 2ND SCHEMATIC SET REVISED 2120. 16"H.FIXED R ( PLATFORM 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. ! #` i r ` ' 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. T.O. BUNKER 7J ; 7 ..::;;;:<;;z .,:::t<:a,<,r <.:<.;r:.:<c:.r:;;.r:;.: ..........:.:.......................css;::c:zcsr;azr:;:rc^zzs;:zkz.:ssss;rss:zz:s:zz:>;s�s<:kk::z::xzzzzczk>:,:ks»:z:s;z::zzzzzz:. ..;.:::. '3=`: O6 10-27-14 ISSUE FOR PERMIT 212 D. \ \ \ \ \ .r:;_N;...:::; \ \ 1 -4 AFF EtL. f" \ C'> FINISH FLOOR r - / ............. ...:..... ., ,:.. ...^...:r:...,........,t,v,.Y•;'.,'. ....... ..:::::1,.,. ..f�:=�;rtt;:r:{'t .'.'...n.::..;.':. ,;;':::a;:,::�.:.:>.:i":::':':::":.:r:. ...:.. ...::..,., .'::Ak'.':..r:;'.y:F .Y:::��>ry�.r::'.,;.:;:'yyr.'.:,r...,� SEE 12" 12" 4/A200 R-8.1 R-9.2 FEATURE HANDBAGS BUNKERS CONCEALED MWK ACCES MIRROR DOOR R-9.3 HANDBAGS BUNKERS 2' MT-1 2"MWK END PANEL WHITE BY MWC DOOR TO PE CLOSET FINISHED BY MWC BASE (TYP) FINISHED MT-1 BY MWC. STONE BASE REFER TO 1 1/A202 ZWALL MOUNTED QUADS AT 8'I CONVENIENCE DUPLEX OUTLET Y4'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 ALL SIDES AT SALES SIDE FINISHED MT-1 BY MWC. DUPLEX OUTLET BY GC BY MWC. INTERIOR ELEVATION 3 SCALE: 3/8"=1'-0" Key Plan/Ground Floor MICHAEL KORS SPACE#G06 ¢j1 4,523 S.F. DICKS MWK SOFFIT PANEL GYP BD SOFFIT BY GC. 2"MT-1 FRAME S GL-1 1 WITH 2"MT-1 1/4"THK. MIRROR W/ GL-1 1 WITH 2"MT-1 114"THK. MIRROR W/ SPORTING OL FINISHED CEILING FINISHED WL-1 w/Y2' (BEYOND) BY FRAME ALL SIDES BY MT-1 FRAME BY MWC. FRAME ALL SIDES BY MT-1 FRAME BY MWC. 102. MWC. 102.1 T +111'-0"A•-F� MT-1 TRIM BY MWC MWC MWC. �•. rz o .y i r ;rr 'xnrf ii Iir`')r •xJ••) `° ,y't£ :j3 •.�€ 3: ;3f ' #s,rii B.O.SOFFIT r €r:lf eft i r rl• r ^ W (7( € ICV i `•+ L0 _CZ E 7 (�f ((3 5 V L0 �Y NOR'a�TROM / sE € € E. a Y s n t�F€ • r`inn::, r,:/.:::./ 7v...,L..r"f::::::::::::R<ttttu::::::::.�rr.�.�:+...; :,,:,:r. :.� � :`:b}l?Er...' •Ql.:. ±.:/ri r ;,y LU OL B.O.MW SOFFIT K T .,<. .. . . .... ,... . a:<:;,;t.::::.tk:;r.:�;:r:. ,,:::..;;�<:f:3::>:;:k<:>::;:>,<;kk ::<k::,kkkkkk:�: ;�;. �• r : +8'-0"A.F.F. r}'° €Q' 21p4r1 Q. d EQ 21141I EQ � .. iY€�• N P-2 P-2 f£df i HANGINGr» "IGN •3 DISPLAY FIXTURE AL CV 'I y. : R-14.2.: "t s F R-14.2< R-14.1t' E : W , 3 z Project BY MWC. .,...:.. •E 1 ...,. .......................................................... .. ....... ..� ............. ....r.... . ..�.x .r. .............:............... mss::.:::.. .. ................................. .. /.. "I:: r ..:.... • N II : .. ^»s::sis:zsr;is;i;isi; 3 31I 31Ir w w �:•fF II - R- •1 r' ;; � � N ��. =£r� MICHAEL KORS GL-2 P-2 I ' P-2 j if ' P-2 EP 0 1 I}: f WASHINGTON SQUARE, SPACE # G06 Q , R-14.2:' R-14.2' 1 0 R-14.1; ;: { C1 NICKEL PLATED .n.' ,:::.::• � I RD. W �- 9620 SW WASHINGTON SQ. • f.. BEAD CURTAIN. R ' ,.. � ���' �,, � TIGARD, OREGON 97223 DrawingTitle T.O. BUNKER r I` Is^afY d i LIGN'° w w >< l -4 AFF E n, R-14 %'i . R-14.2 .2 - R-14.1':: � � INTERIOR ELEVATIONS TO PLATFORM .. ,. : �.� , .,.... ,.,. .. ,.. , , 0 0 S n — — — f : M� .• �. — — -� is'i't^ .rF1 [ r r£z — — 0 6 AFF — — k. ..__ ;•'E �% ra / V / '� w "E£ ........:•>•,r.r,.;�.�,..:...:r. .�.rr,...r....t,.r:.,:.rrrrr::,:t.:::::::,:,.::.;.� ,:...w.:.ar.t.>r,::.; \ ra^ l: .s yr — .. '+::y.. /�:�:i.:r:r :.,£.:::�','r,r�^'<^':'u<::::£')#:' :ice.. k"Ek•... .... .... FINISH FLOOR , »�,.. .,�+.. ,. . . ,. ..:... „ ,....�.�. .: :..:.,:.:..,...»:...................:..:.::.mr�.;r:.;::;:::.::.r:...r':::,.•.,t:.;,.. ..>x,.;:;.r;'.;:.;:::.f:t..i:..i:t,.;:., r..r::.:<.;,.;<t.:,+rr.:>r, .....................r�+>:...:r»r..:r..,i;;.';,:.r..,:.,::.,. ,...>..>vt;,.;..:;�.;..ct'yr>.:;��:::�krz::r:s'r:;::za::s::s:z:>•::::::z::kzz::ri::k::zs::z::z::z::rr;:::sr:s^"zz:.;�:::r::z::i k;..z:s%�<:t:z,...,.: .y...,.r:.:::.:ir;:.;'.;';t:.::;<t:.:,ir:.ir:.irrr::.r:t;r:ai;i;i:;;.r;.;:.;:�.:.i,. :.;:f.:.:tt;.r•;sirs' :.. ., , .. .,.,..,:......<.,,:,.:.»r.,.:.. .....�.... ,. ,»:::.......... � , „ r. Y..,,....; .. .....,r,.. ., �., Z.. ..X... :r,f.<:.Mr ;�{z f•;'{.:�.t::r..r,.:;u rt:.. 12" 12" r 12" 12" SEE APPAREL WALL R-9.3 SHOES BUNKERS HOE COLLECTION R-9.3 SHOES BUNKERS 2" MT-1 BASE (TYP) MIRRORED R-8.2 MIRRORED R-9.3 HANDBAGS BUNKERS R-8.1 3/A200 Project No. 14933 BY MWC BY MWC MT-1 SQUARE TRIM 31I ITOTEWALL CL TOTE WALL BY MWC rL Scale: AS NOTED (16 WALL MOUNTED QUADS AT 8" WALL MOUNTED QUADS AT 8" THK) WITH 2"PROTRUSION AFF BEHIND MWK CABINET,TYP. MT-1 SQUARE TRIM (-"THK) WITH 2" AFF BEHIND MWK CABINET,TYP. Date: 10-27-14 FROM SURROUNDING PROTRUSION FROM SURROUNDING MIIRROR BY MWC. %"THK MIRROR w/%" MIIRROR BY MWC. Drawn By: P.N./S.R. MT-1 TRIM ALL SIDES AT REFER TO 11/A202 Checked By: M.P./G.O. FOR COMPLETE ELEVATION Drawing No. INTERIOR ELEVATION 4A�200 - SCALE: 3/8"=1'-0" MILLWORK NOTE: Architect ALL MILLWORK BY MWC. GC TO REFER TO MWC SHOP DRAWINGS FOR ALL MILLWORK DETAILS & DIMENSIONS AND TO COORDINATE ALL MILLWORK RH SWEERS 11 MWK SOFFIT PANEL 3/" REVEAL BY MWK SOFFIT PANEL a' THK. MIRROR w/ 1/2" GYP BD SOFFIT INSTALLATION AND ALIGNMENT. MT-1 TRIM ALL SIDES & PANEL FINISHED MILLWORK LEGEND: PROPRIETOR FINISHED WL-1 w/Y2' MWC (TYP.) FINISHED GL-3 w/Y2' HATCH DENOTES MT-1 (POLISHED STAINLESS STEEL) FASCIA/TRIM BY MWC. FINISHED CEILING MT-1 TRIM BY MWC MT-1 TRIM BY MWC BACK BY MWC WL-1 BY Gc. RH SWEERS ARCHITECT 1.........."A....A.F.--..... ......................... _ +l '-0F - / rhs@sweersarch.com / OREGON LICENSE NO.:4014 i ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ` �fi, `� ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE .Y:at>;:ozr'tr;km:fF>�c:k..:y;b.�.rcm r„`"azat^z".: / ` ^':rs" r n.r+::^.» ; ::; ;SFFrc%t%: '•.#<".:.o J<+St�n %. B.O. MWK SOFFIT 1 n+..b::. �:: F : J>: r>, MkkY,fS;:.., rr ; k #,»•,.tr:...... . + EY. • .•>..<,,.. .:F:F,. :::.: : '.::<..r«. .,1.3.is # R TT CO / ' '..........:...............:.::....a:...:....:..e.:^.::::.:,:s . ,ff;F,:.:,.ac ,^xxar...tk....:,:, ., : : �: ' ^..' DUPLICATED,USED OR DISCLOSED WITHOUT W I EN CONSENT OF THE l /' ! ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION A.F.F. ! / r / / moi: i. / OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER . . .. . . 1' ,'' `. f %.: CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. HANGING i2 1p . . i R=,l ..1 / DISPLAY FIXTURE rF . . . /i J` / J . . . . . . . .. , Project Coordinator BY MWC. Z. i i.. if 4� R r4Y0.1 , ' � ,:� . . � y . . OPEN"TO c / L 3 /� O . PL-1 FITTING"ROOMit / . / / cx L-3 , NICKEL PLATED �; ' 5 VESTIBULE /%` / . . . f1 ' O BEAD CURTAIN. t>.. j: �,/. . `� u�.z T W 0 O N E T W 0 T.O. BUNKER rz( Z.'. ............., ' - 1 / i / u �1'-4"AFF `� /. > . . / � / �• , ' . . . E 45 West 21 st Street, Suite 403 T.O. PLATFORM``._..._._...._. - `/ :! i / New York, New York 10010 T 212.904.0432 F 212.904.0 33 ::y.' :.£.. "^'•r.:'•< �tk£!y t, },;kc:<.%f. :%t!zkak£ks,K',f:%�,kv� 32`c£'i' FINISH FLOOR u APPAREL WALL " THK. MIRROR w/ 1/2” 6"H MWK NICKEL PLATED 2't MT-1 R-9.3 SHOES MEP Engineer BATCK BY MWC IDES & MWIC BY BEAD CURTAIN BASE (TYP)(BEYOND). M-E N G I N E E RI N G 750 BROOKSEDGE BLVD.WESTERVILLE, OH 43081 (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:9'H, 1Y2"THK CHANNEL 80"VIDEO FORMAT W/ NEW SIGN:8"H, lY2"THK CHANNEL 80"VIDEO FORMAT W/ MILLWORK BACK PANEL ST STEEL LETTER MT-1 LOGO BY 3"MT-1 FINISH FRAME 5 ST STEEL LETTER MT-1 LOGO BY 3"MT-1 FINISH FRAME 5 FINISHED CEILING Seal 102 FINISHED WD-1 w/Ya 1py GYP BD SOFFIT BY GC .' " _""."'" ," '"",""„", ARCHITECT: RH SWEERS II,PROPRIETOR RH SWEERS ARCHITECT. SIGNAGE VENDOR � AROUND SCREEN. SIGNAGE VENDOR AROUND SCREEN. MT-1 FRAME BY MWC. +1 1 -0"A.F.F B.O.SOFFIT _ THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY .. Z. s. .s. ... ..$ :,. :Ff.. .. ..., .. .... ,. ». .... ,:..., ...,,,:.,,.....€.:..:. i 5 .,.,....,,. ,..t . J �f:' (.,f•.�, ,:;is t::,.,.. f _ _ CONDITIONS OR ANY DOCUMENTS WHI OT R MY SEAL. .i ..r , +.•..:...f. .y:..... . ... (.: ... ,.......... :... :f .. ..: f:. ..# 'f .}i„- :€. •3f' { f 7 { . )3 ( ,3 f „f+ f.,# rr :f�� !f, 3 f' ( •.F € f t s.,f .3 f .f •.t :t• f{1a f .{: .f s "r f•:fy _ Y + J r 'f :Ifss: •fts i'} : pp S :.»fs..Y, ..:,... ... . .... ;:, ...: .......... . . ...... .. :. 1. a:: s :.{ a;.. 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D l f f UPLEX OUTLET a: itt iRi s£ t } f %S�: •:'� �iii i :%: 't f 3' s' 8. 1 s / i). :'s sJSi S f s -1... 3 - Y. #t 2 ! 1# � �., l� 1 P-2 ,fj� t` .t' ,a I ,1� #is 0 #t,J: 44 AFF BY ,F. :J.r.lt% .ttt,, f . . GC ,:f" r. s. r sa;� ,� Jf: • :,'Sl, '::S r ',f•, ., :r•,,,t, ......,. .. 3-: i .. # f. .'#. .f ffi 3. �Y` Q € F- , f. bf• f # f 4 i✓ i M�• /, { af: SEE A10 3 t , , s k F /M / _. i O. D ate Issued B ND. �F >�1 »/, / 1. n 3� »� - .i":n MIL <:;���> f . { t f'>:..::;r^;.: ,+/+^,,.you,; E QY .3n'+..;!...... .:,.:,.:. ,..: : .... ...:}v...t.:Y>:f•.t/p:s:I;:+.n£k•:,ny V.\� �.. /' f// / .. ...,. . .. .. . .. . ,... .: , ;, . . . . . . . .. . . . . . . . . . . . . . J ,. . .{, ,,_'.. .... .,..f,....,.,,.. k.,..':.,.. ......�.. ...:. r.t �` 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW WE 212 D. CABINET BY i. f^.. f i 1' 1 f } J' N� bSn != 6 i 4 # Y {, # t ! f I T.O. BUNKER N' i tt MWC O 02 5-1 2ND HEMATIC SET FOR LIENT REVIEW 1' .a.{ 101 4 SC C 212 D. , J + . . . . . . . . . . . . . . . . . . . . . . . - /. LO r ..,. R 14.1. J ...�.,..4„"AFF r 3 ,. ..... .. ,'' �.�°. � � ;:: 2ND SCHEMATIC ET(REVISED) , .. ,/ .....».. a ....... 03 10-16-14 SC C S212 D. r . i , . :; \ \ 0'-6"AFF i r`. 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. x,;1,1. �::,;:»» .,,./ __......._./ f /<.4>. , r t: �.,: :..J, »v!,. G' , ,/.'.' .f. » ..�. :,..... \ \ \ \ 1 ` as F.:.z,:. i. o �:. » .;;,:.,:. .'... ,tr,��, .1..r F ...,r.< ��.� 3r:.i''.. % ,:t. :...t,: ...:. ,^.. n�ti:.!t.:b: ,.:.»^.....b:.;:y,;:;a:;:.....F«. , : "'r t.,.n:..,:•.. ,, t ,,, ,.� ,. .�" 1 t:,.,::•::. ,.,, ,", 8.. r. /' .. ........ f ..t.. b:.v.✓,?/.!.<« ,<•...: .u�zk2^ki„» .../..:. �l/;:xt ::Ji.;. FINISH FLOOR FINISH FLOOR ............................................. :t�:f: ,.,t::FF!t:k<555F5F:;:f::5:yt:::t.: ,; :,:.^:�:....r �,5:.:.} :.:n,. ,,:. �:.:'.::tt<.:}:.rrxn:.:,�.. .,,�FF F ,.�.::,:<.:,::r::::,.;;:.5:.;}:;;;,.::;,>:ttr ,:..,::... ...:...:..,..,.... ' 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. 0'- All 0" 11SEE 12" 12" BACKWRAP 3/A201 R-8.1 R-9.3 HANDBAGS BUNKERS 1/4"THK. MIRROR WITH 1/2" MIRROR CASHWRAP 1/4"THK.MIRROR WITH 1/2" MIRROR " THK.MIRROR w/ 1/2" 6"H MWK NICKEL PLATED 2" MT-1 06 10-27-14 ISSUE FOR PERMIT 212 D. r BY MWC MT-1 TRIM ALL SIDES BY MWC MT-1 TRIM ALL SIDES BY MWC MT-1 TRIM ALL SIDES & PLATFORM BY BEAD CURTAIN BASE (TYP) WALL MOUNTED QUADS AT 8" CONVENIENCE BACK BY MWC MWC (BEYOND). AFF BEHIND MWK CABINET,TYP. DUPLEX OUTLET BY GC REFER TO 12/A202 FOR COMPLETE ELEVATION BACKWRAP ELEVATION 3 INTERIOR ELEVATION 2 SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" Key Plan/Ground Floor MALL BULKHEAD/CEILING TO MICHAEL KORS REMAIN. SPACE#G06 4,523 S.F. T.O.STOREFRONT -"--......' .............. 06NS SPORTING WHITE STONE TILE,ST-1, AS SCHEDULED. 5 1/4"THK.MIRROR (28) EYEWARE DISPLAY 3/" REVEAL BY 101 WITH 2"MT-1 FRAME FIXTURES &2' PSS TRIM MWC (TYP.) ! ALL SIDES BY MWC [BY MWC .... ) 2 Y+ .. .5..., ... :E.. ...,. •; ,33. # s:' ..#: ss 3. ... :,::: .. ... ., t .,. .F ..{.. .:.f.:......., ,... f: f..:5 k:• <:'{:: k.. 3�f �,— ,:il•r r .. , ,...,.. ., yyf . .... . .... ...... ,i., ,. .. '4 •f s "3 ,:3, t{ :rf� isJ,. NOROS7ROM .j t {;)!i f fB.O.SOFFIT '/ r. 5 f t{tr x,t ( f 1;f rK t .,.,. ,t S.•+ f. S :#: .�. :€.....) .# r f. „f# rS: ,f1 ' t B.O. MT-1 EYEBROW � f 1-'- �_�.,�....,_..........__.. �. �. i +10'-31/4,..A.F.F� 3... ... s J } n ! ! : MT-1 FINISHED EYEBROW P-2 WD-1 ! ' / ;. t1 _ LU C t f - < 3 B.O.SOFFIT E 18'x' EQ R-14.1. 6 ;; �(� , < r : y € / ^ # Project NICKEL PLATED BEAD CURTAIN MICHAEL KORS 72"f23 MT-1 FINISH CHARM LOGO BY ' £` # kkk !y f' ..'t• ,. F 33 SIGNAGE VENDOR SUSPENDED BY { R 14.1. F,.: �: WASHINGTON DARE SPACE r :f S # G06 • ........ ....,.r.Fi n.:.. : i� c. 4. ,:)�3F .4 r.+ 3"'0 MT-1 TUBE FROM CEILING. ILLI €f t ' Q RD. I� { - 9620 SW WASHINGTON S HANGING DISPLAY FIXTURE.SEE A104 FOR MORE INFORMATION. i '` P-2 t' # P-2 TIGARD, OREGON 97223 LEASE LINE i '€ R-14.1 (3 Drawing Title ( t. 1t i j „t ' i i • ^:^.mw, ,. ,.,..v».:..,... , ::::.:»:.,^:.:.y:::a+,•.n .yo:.>:>:'..:Hiss,"^»' »r ,�3 F. , , 3: v MALL HALLWAY ;,.; ''•' r5 u INTERIOR ELEVATIONS 16"H.FIXED RAISED PLATFORMoli f # Yts`}r ALIGN Lu r y5; E, R 14 1 I i T.O. BUNKER - f t O U s .r .>• .r rr.�^^.:.,.,.t:...,..,.nn so>:>w... ,....... , ., ,.,.».,.:.„,.,:.:.:.,..n F :..n ^ :is 1'-4"AFF �� Project No. 14933 / FINISH FLOOR FLOOR .` Scale: AS NOTED F 'i . .«.. ..... ... ......r.............:. .... ,.. .. ..:.}.n..,n.:n.,.n............,.................. F /< 0'-0" CONVENIENCE BUNKERS-] 2"MWK END PANEL 2" MT-1 BUNKERS WALL MOUNTED—/ 12 Id 12 SEE Date: 10-27-14 WHITE STONE BASE TILE ST-1 R-9.3 HANDBAGSEYEWEAR R-9.2 FEATURE HANDBAGSR-8.1 2/A201 DUPLEX OUTLET BY GC BY MWC FINISHED MT-1 BY MWC. BASE (TYP) BY MWC QUADS AT 8"AFF � Drawn By: P.N./S.R. 2"MWK END BEHIND MWK REFER TO 12/A202 Checked By: M.P./G.O. PANEL FINISHED CABINET,TYP. FOR COMPLETE ELEVATION MT-1 BY MWC. Drawing No. INTERIOR ELEVATION 4A�201 SCALE: 3/8"=1'-0" 6-3"HOLD -,e- Architect EQ 2'-8" EQ RH SWEERS 11 %I %I PROPRIETOR ADA BENCH TO BE SUPPLIED RQ IMAGE BY MWC AND INSTALLED BY JACKIE .... ....... RH SWEERS ARCHITECT GC. GC TO PROVIDE FIRE RATED BLOCKING TO SUPPORT rhs@sweersarch.com BENCH AS REQUIRED TO WALL N 0 //y OREGON LICENSE NO.:4014 ................................. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ;Rg;* ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE i ?% I / ❑❑❑ ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION F111E OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. If If 2'-0" Project Coordinator / / ❑❑❑ ❑❑ 7 0 9i 8 7 A 6 CURTAIN AND ROD BY OWNER; ..... ....... GC TO PROVIDE BLOCKING AT ...... ...... TOP AND SIDES OF JAMBS C TWO ONE TWO POLISHED STEEL HANGRAIL SUPPLIED BY MWC AND [1021 45 West 21St Street, Suite 403 INSTALLED BY GC. BLOCKING / Ed 3 EQ New York, New York 10010 IN WALL LAMINATED TO - I ­... 7 DEMISING WALL BY GC. ;.- , T 212.904,0432 F 212.904.0433 COMPLETE INTERIOR ELEVATIONS %I 1A MEP Engineer SCALE: N.T.S. % 1-4- _20 M-ENGINEERING ADA BENCH TO BE SUPPLIED 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 BY MWC AND INSTALLED BY 103 hTTING RM CURTAIN AND ROD BY OWNER; (614)8394639 FX: (614)839-2222 GC. GC TO PROVIDE FIRE RATED BLOCKING TO SUPPORT LU GC TO PROVIDE BLOCKING AT Lighting BENCH AS REQUIRED TO WALL 0 5 TOP AND SIDES OF JAMBS _17 C? < HENNESSY DESIGN _J c? 19 0 2 3 m 10 PO BOX 42162 PORTLAND,OR 97242 4 (888)358-6368x101 (503)583-8907 _J EQ 3'-0"! E Lp POLISHED STEEL HANGRAIL Consultant 01 N 11118 W SUPPLIED BY MWC AND .......... yy 0 INSTALLED BY GC. BLOCKING % IN WALL LAMINATED TO 1 -6 DEMISING WALL BY GC. ADA BENCH TO BE SUPPLIED 11041 FITTIN Seal BY MWC AND INSTALLED BY X 4/, ARCHITECT: RH SWEERS 11,PROPRIETOR RH SWEERS ARCHITECT. 1111E GC.GC TO PROVIDE FIRE 0 M 5 LU —CURTAIN AND ROD BY OWNER; THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY 0 RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE RATED BLOCKING TO SUPPORT JK Li 4xim.0. C? < LU BENCH AS REQUIRED TO WALL LU ❑ 4`" " ummmmm—• u TOP AND SIDES OF JAMBS GC TO PROVIDE BLOCKING AT CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. 2 3 s: I _J Azu, U Z., k/ J ;J 7 4 J _J2 EQ 3'-0" EQ % 7 POLISHED STEEL HANGRAIL SUPPLIED BY MWC AND INSTALLED BY GC. BLOCKING IN 'y WALL LAMINATED TO DEMISING N K WALL BY GC. COMPLETE INTERIOR ELEVATIONS 12 PLAN AT FITTING ROOMS 1 OF SCALE: N.T.S. SCALE: 1/2" V-0" CEILING ,k B.O. CEILING e6 P,p__CEILING k R._Q,..,CEILING .k No. Date Issued By 0' AFF ­............. T +9,4"AFF Y +9'-0"AFF ............ 3'-0" T +9,-oii'AFr. ..................... 'f +9'-0"AFr­ ­........_.....W ............ 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. CURTAINR OD BY T_ CURTAIN ROD BY 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212D. T,O- OPENING OWNER. GC TO T +8'-­O'J......AFF.A''F' F ....... ......................... OWNER.GC TO PROVIDE ALL 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. PROVIDE ALL Z/� BLOCKING AS rL EL BLOCKING AS 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. REQUIRED REQUIRED RG IMAGE 05 10-27-14 ISSUE FOR FINAL ILL REVIEW 212 D. RG IMAGE CENTERED (LAUREN) 06 10-27-14 ISSUE FOR PERMIT 2120. ON WALL CENTERED EEL GC TO PROVIDE POLISHED ST @ 66"AFF ON WALL BLOCKING FOR HANGRAIL (L...... .......... ...... ....... rL @ 66"AFF C MIRROR IN WALL, SUPPLIED BY MWC TYP. AND INSTALLED BY GC -BLOCKING IN (RG lt�AGE) LAUREN WALL BY GC 3'-0" GC TO PROVIDE AND INSTALL i EQ. EQ. ADA BENCH EQ. EQ. BLOCKING AS - - - - - - - - - - SUPPLIED BY BENCH SUPPLIED ........... rL_ ------ NECESSARY,TYP. L I - - - - - - - - - - - -J MWC AND BY MWC AND INSTALLED BY GC.— INSTALLED BY GC. MIRROR SUPPLIED 2'-0" Key Plan/Ground Floor 01 BY MWC, V-6" &Z' 01 I INSTALLED B MICHAEL KORS 10 Y GC xp;,My BENCH SUPPLIED SPACE#G06 BY MWC AND 4,523 S.F. 4 r B-71 B-I € ( : : DICKS SPORTING INSTALLED BY GC • FINISH FLOORBl FINISH FLOOR FINISH FLOOR.-".._..... 7- FINISH FLOOR A, FJ.N.I.S.H.FL.0O.R­............. T ±0'-O"AFF 0-0 AFF T ±o'-&'*AFr T ±0,-O"AFF FITTING ROOM ELEVATION ENTRANCE i o FITTING ROOM 102 ELEVATION 7 FITTING ROOM 102 ELEVATION FITTING ROOM 103/ 104 ELEVATION FITTING ROOM 103/ 104 ELEVATION 2 SCALE: 1/2" V-0" SCALE: 1/2" UZI SCALE: 1/2" V-0" SCALE: 1/2" V-0" SCALE: 1/2" V-0" NORDSTROM P,g. CEILING e6 CEILING P-4 +9'-0"AFF FP-4-1 T +q,-&*AFP 3'-0" +9'-0"AFr"' 0 1,9ING N@ - - - — - - - CURTAIN 'f +8'-0"AFP"' CURTAIN ROD BY ROD BY Project OWNER.GC TO CURTAIN ROD BY GC TO PROVIDE 131 OWNER. PROVIDE ALL GC TO OWNER. GC TO BLOCKING FOR H MICHAEL KORS BLOCKING AS POLISHED STEEL MIRROR IN WALL, PROVIDE PROVIDE ALL . : : I Jill REQUIRED. I : : HANGRAIL ALL BLKG BLOCKING AS TYP. WASHINGTON SQUARE, SPACE # G06 SUPPLIED BY MWC AS REQ. REQUIRED. AND INSTALLED BY 9620 SW WASHINGTON SQ. RD. GC -BLOCKING IN MIRROR SUPPLIED TIGARD, OREGON 97223 WALL BY GC. -2] BY MWC, UP Drawing Title INSTALLED BY GC 31 b CD 3'-0" FITTING ROOM PLANS CC) 7 ADA BENCH AND ELEVATIONS - - - - - - - - - - - SUPPLIED BY MWC I t I ;I 3- 3 I I...... ............. .............. AND INSTALLED BY GC TO PROVIDE i Project No. 14933 ADA BENCH AND INSTALL 2-4' 4 SUPPLIED BY Scale: AS NOTED e. BLOCKING AS MWC AND NECESSARY,TYP. INSTALLED BY GC.----;N Date: 10-27-14 co F- Drawn By: P.N. S.R. Checked By: M.P. G.O. E F 771 11E 20 Drawing No. 41 F!.N.!SH FLOOR FINISH F j, FINISH FLOOR FLOOR.............. FINISH FLOOR ................ ..... T ±o'b"**AF1r ........... ±0'4�'AlFr­ +iiy +±bi­di�AFF"' FITTING ROOM 102 ELEVATION FITTING ROOM 102 ELEVATION FITTING ROOM 103/104 ELEVATION 5 FITTING ROOM 103/104 ELEVATION A-202 SCALE: 1/2"= V-0" SCALE: 1/2"= 1.-0. SCALE: 1/2"= I'-0" SCALE: 1/2"= V-0" Architect RH SWEERS II PROPRIETOR RH SWEERS ARCHITECT WATER COOLER. G.C.TO rhs@sweersarch.com GRAB BAR PROVIDE 5/8"DIA. COLD WATER OREGON LICENSE NO.:4014 GRAB BAR NOTES: EXISTING WATER CLOSET TAP LINE TO NEW WATER COOLER 2'-10"AFFGRAB BARS SHALL NOT ROTATE AND THERE ARE TO BE NO COLUMN,VIF BY GC. & PROVIDE DUPLEX OUTLET ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE BLOCKING SHARP, OR ABRASIVE ELEMENTS ON OR ADJACENT TO ORIGINAL AND UNPUBLISHED WORK OFTHE ARCHITECT AND MAY NOT BE BY GC THEM. EDGES ARE TO HAVE A MINIMUM OF 1/8"RADIUS. 7'-6"HOLD DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENTTHE ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTST THE GRAB BAR BACKING AND ATTACHMENT SHALL BE OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER CONSTRUCTED FORA 250 POUND POINT LOAD. 3'-6" CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. B.O. CEILINGL B.O. CEILING _ +9-0"AFF Project Coordinator ^�' .�:;1,.�'i zw ::r.r k�.v..:�^:!•ik':�'''ot61L''t'!"'SzE;::.:��.; %?�sz.. :.,1 j:°f�. .,;y�w�" �£�n' "s9„ i%tSs,'.,k,;y:. �°'. :?`: i/. :Lh�.•`t{r�..,i..+�..»:,t�`,::'. div;r'�. t$I/ ,.,.s,.: :,,�' ��zi%+% a "� :.:�,<': :w:n,^w/»». s%.. v`.:Ny:,•, > :.:ly.k. :�y ':' #�2�' ::':}: <Y.�i:: ;.rl<::v.: <,;,pr. �.'.y;:s y .:•�f� ::k 'y :.�.:G:rr;>';kt� l5/::^ � ::b.(b`. .i" kk£:r:4pr�fa :G;^fi::: ..:`v2 k:: .kC. �.<�' 'z�v.�^k`<� 6i� 3w. 4:z,:'n:l.: fix;;,•gx.:...ts:;�::z::v.�c.,, ,,�/��.:;.;z I.ryzr: ,��'�.'r y.<:«.xzzo` S::y :#r .:f.!.;i�`.�. uv.<,#:..v.Y:u..✓(':vYl! .�n ^:kY:`;. ry.;.::1+:F.>.:?7 .;; /ttiH,l%;<s<. v / ^'t:Gi2..:..:. d3J.: yzA7%Y.v„'t �..y,!•,:':..f: srz:> £,` 3z< +'✓` / .:;:7.i.: �.: ,:^� : ,!.,x;> sf., 1^. �>::. A:<f;.':,'r j.;�#. '`'.k.vn ::G...< .:..✓::..Y�.v y W:v 't::�.,, fir�r'.�< :.s3:zk#:«•r:, �. .,1 :.:c•.: rx£ •`;zas:; �`.'!:e<>: 1^ :.::f%rx rade:: .<''a .�,/•,: . . . . . . .60”x 60".CLEXR . AREA FOR T61LET. ' ' ' ' ' P3 P3 l` '` << . . . . . . .i . . . . . . . . . WC . . . . . . . . . . . . . . 31.5,1 . . . . . . . . . T W 0 O N E T W 0 TYPICAL GRAB BAR DETAIL RI SCALE: N.T.S. 45 West 21 st Street, Suite 403 _.�.. y. 5'` New York, New or 10010 NEW GRAB _ _ . . . ;< •# 1 J :: BARS AS � <kk<��=`�"�� • 5' •1 T 212 904 0432 F 212 904 0433 ,I (L SCHEDULED 1 -0 _ lY y 2_6 .; ` 3: . Nk 29 .... . azo3 Engineer er A. WATER CLOSET SEAT HEIGHT: 19"AFF. 1 WATERPROOFING MEMBRANE SHALL BE ` ^ fy' B. CENTER LINE OF WATER CLOSET: 18"FROM SIDE WALL. INSTALLED BENEATH THE FLOORING AND _ : ;`< GFI F.LO DR. , M-E N G I N E E R I N G :; i ! _ _....._ _.._ ,3c 44" . .DFAIN 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 C. GRAB BAR BEHIND WATER CLOSET:36"LONG, 33"TO 36" ABOVE THE CONCRETE FLOOR AND EXTENDED b ?,,.. All AFF. UP ALL ADJACENT WALLS 48"AT RESTROOM. 7 �,:1 •� AFF.,.__.:_.;;. 1/, (614)839-4639 FX: (614)839-2222 D. GRAB BAR SIDE OF WATER CLOSET : 42"MIN. LENGTH, 33" <,Mv, /i ' j i / � _I _ .i o GC TO USE ROLL OUT TYPE MEMBRANE (NOBLE 20 _ '�" TO 36"AFF. - "' _ / f '<'u° ;,: C?. % . SEA OR EQUAL). GC TO COORDINATE WORK TYP. o 0 3 . r I i �, Lighting E. GRAB BAR DIAMETER: 1-114"TO 1-1/2" ' " _.,._ / WITH LL r� >£' I F. SPACE BETWEEN WALL AND GRAB BARS: 1-1/2" NEW WATER 1 B3 F5 1 F5 B3 , N 1 � HENNESSY DESIGN G. TOILET PAPER DISPENSER. CENTERED 19"AFF, 36 MAX FROM "'''r`" ` `F` . . I" { PO BOX 42162 PORTLAND,OR 97242 .k.: CLOSET .<:< #:t 0"x 811 C WALL 30"x48" LEAK � H. KNEE CLEARANCE AT LAV.: 29"MIN.TO BOTTOM OF APRON 2 Tab THK PLASTIC SHEET UP TO 48"AFF AT FINJSH FLOG f . __ ._...w_v._ FINISH FLOOR._ w AREA FOR LAV X 101 (503)583-8907 I. LAV. DEPTH: 17"MIN. WALLS WITH WHITE PLASTIC "J"HOLD AT TOP Y+/-0'-0"AFF +/-0'-0"AFF J. LAV. H.W. & DRAIN PIPES INSULATED WHERE EXPOSED. EDGE. Consultant K. LAV. RIM SURFACE: 34"AFF MAX. MNF: PARKLAND (OR EQUAL) /9.., r..L. MIRROR: BOTTOM EDGE MAX. 40"AFF. REF#PLAS-TEX LAVATORY GC TO INSTALL A WATERPROOF MEMBRANE M. PRIVACY LOCK SHALL HAVE LEVER TYPE HANDLE. COLOR: WHITE SINK BY GC ALONG WET AREAS OF THE SPACE. GC SHALL USE N. CONTROLS FOR FLUSH VALVES TO BE NO MORE THAN 44" NON ABSORBENT, 100%WATERPROOF, A 30 MIL. POLYETHYLENE CLEAVAGE MEMBRANE AFF HARD, SMOOTH SURFACE. (EQUAL TO NOBLESEAL TS) INSTALLED PER O. INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE MANUFACTURER'S RECOMMENDATIONS AND ANSI Seal MOUNTED ON THE LATCH SIDE OF THE TOILET ROOM DOOR. A108.MEMBRANE MUST BE EXTENDED UP THE WALL ARCHITECT: RHSWEERS II,PROPRIETOR RHSWEERS ARCHITECT. P. DOOR HARDWARE SHALL BE LEVER TYPE. A MINIMUM OF 6"OR EQUAL TO THE HEIGHT OF THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY THE FLOOR BASE AND IN ALL OTHER AREAS THAT RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE CONTAIN FLOOR PENETRATIONS OR THAT MAY BE CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. EXPOSED TO LIQUIDS. Ig� D ARS, LANDLORD NOTES: U' l 11. INSTALL CLEAN OUTS AS REQUIRED BY CODE.2. PROVIDE WATER METER PER LL REQUIREMENTS. y3. PROVIDE EXHAUST SYSTEM IN RESTROOM. 0 �O O� GENERAL NOTES $ ADA RESTROOM ELEVATION 5 ADA RESTROOM ELEVATION 3 ADA RESTROOM PLAN OFO SCALE: N.T.S. SCALE: 1/2"=V-0" SCALE: 1/2"=V-0" SCALE: 1/2"= V-0" No, Date Issued By 1. RESTROOM DOOR SYMBOL 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. SIZE: 12" DIAMETER Y4"THK. CIRCLE WITH Y4"INSCRIBED Y4" 9. PAPER TOWEL HOLDER TRIANGLE NOTE:THIS SYMBOL SHALL BE CENTER ON THE MANUF:GEORGIA PACIFIC 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. DOOR AT A HEIGHT OF 60"AND THE COLOR AND MODEL: GEP52720 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. CONTRAST DISTINCTLY DIFFERENT FROM THE COLOR AND COLOR:CHROME CONTRAST OF THE DOOR.COLOR OF SIGNAGE TO BE 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. COORDINATED WITH ARCHITECT 10. PAPER TOWEL DISPENSER MAUF: BOBRICK 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. 2. BRAILLE PLATE SIGN MODEL: B-2620 06 10-27-14 ISSUE FOR PERMIT 212 D. NOTE: RAISED LETTER SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH 11. LAVATORY SINK SECTION 11713.5.6.THEY SHALL BE INSTALLED ON THE WALL MANUF:AMERICAN STANDARD T.O. WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE MODEL: #0195.073 ROYALYN, 20"X 18"WALL 'Y +9'-6" - THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING HUNG LAVATORY, FURNISH WITH ZURN B.O. CEILING B4O,..CEILING AT DOUBLE LEAF DOORS,SIGNS SHALL BE PLACED ON THE ZR-1231-WSV CONCEALED ARM WALL ...."...................... +9'-0"AFF .._... +9'-0"AFF NEAREST ADJACENT WALL. PREFERABLY ON THE RIGHT. HANGER, CHROME SUPPLY STOPS AND MOUNTING HEIGHT SHALL BE 60"ABOVE THE FINISH FLOOR CHROME P-TRAP FOR WHEELCHAIR USE. P4 P4 TO THE CENTER LINE OF SIGN. HOTWATER AND DRAIN PIPES UNDER NEW DOOR LAVATORY SHALL BE INSULATED OR OTHERWISE SYMBOL SEE 3. FLOOR MOUNTED TOILET-ADA COMPLIANT CONFIGURED TO PROTECT AGAINST CONTACT. SCHEDULE MANUF:AMERICAN STANDARD"CADET' THERE SHALL BE NO SHARP OR ABRASIVE MODEL: #2467.100 ELONGATED BOWL, TANK SURFACES UNDER LAVATORIES Key Plan/Ground Floor TYPE, WATER SAVER (1.1 GPF/4.2LPF), VITREOUS P3 P3 P3 CHINA 17", HIGH TO MEET HANDICAPPED 12.SURFACE MOUNTED-TOILET SEAT COVER DISPENSER MICHAEL KORS NEW BRAILLE ,/ %� 3'-0" 6" REQUIREMENTS WITH WHITE OPEN FRONT SEAT MANUF: BOBRICK SPACE#G06 SIGNAGE BY SIGN 4,523 S.F. VENDOR. SEE COVER AND CHROME TRIP LEVER FLUSH, FURNISH MODEL: CLASSIC SERIES MODEL B-221 NEW MIRROR WITH 2"CHROME SUPPLY STOP. . SCHEDULE �y ._��a-- DIaK'S AND LAVATORY 13. LAVATORY FAUCET-ADA COMPLIANT SPORTING AS SCHEDULED 4. GRAB BAR CONCEALED MOUNTING-ADA COMPLIANT MANUF:CHICAGO FAUCETS WC MANUF: BOBRICK MODEL: #802-VE2805-665CP SELF CLOSING f MODEL: # B-5806--42" FAUCET WITH #665 PUSH HANDLES,0.5 GPM NEW GRAB MIRROR AND BARS AS SIZE" 1 /12"DIA. X 36"AND 42"AND 18" AERATOR, FURNISH WITH GRID DRAIN. a 7SINK AS SCHEDULED FINISH:SATIN STAINLESS STEEL INSULATE P-TRAP AND SUPPLY LINES WITH SCHEDULE FASTENING SYSTEM: #251-4 WINGIT GRAB BAR FASTENER %2'ARMAFLEX OR EQUIVALENT.MOUNT bAT HEIGHT AS DIRECTED BY ARCHITECT NORDSTAOM NEW 5.SURFACE MOUNTED -SINGLE ROLL TOILET TISSUE ` WATER DISPENSER 0 0o CLOSET MANUF: BOBRICK MODEL: B-6857 MK DIRECTIVE # 18R1: FS 63 1 B3 FS N N F5 62 1 N ALL BATHROOMS REGARDLESS OF NEW OR N@ b.COAT HOOK EXISTING, F&I BY LL OR GC ARE TO CALL 1: MANUF: BOBRICK FOR ALL NEW BATH ACCESSORIES F&I BY FINISH FLOOR FINISH FLOOR." FINISH FLOOR,,,,.,,. MODEL: CLOTHES HOOK #B-233 THE GC, UPON POSSESION, GC TO VERIFY Project +%-0'-0"AFF +/ 0'-0"AFF THE EXISTENCE OF EXISTING BATHROOM MICHAEL KORS HM DOOR & WATER 7. WATER COOLER ACCESSORIES,SHOULD ANY BATHROOM FRAME BY GC COOLER MANUF: QUENCH MODEL: 720 ACCESSORIES PRE-EXIST CONFIRM WITH WASHINGTON SQUARE, SPACE # G06 OWNER IF THEY ARE TO BE REUSED. 8. MIRROR 9620 SW WASHINGTON SQ. RD. MANUF: BOBRICK TIGARD, OREGON 97223 MODEL: B-165-2436 SIZE:24"W X 36"H Drawing Title ADA RESTROOM PLAN, ELEVATIONS AND SCHEDULES Project No. 14933 Scale: AS NOTED Date: 10-27-14 Drawn By: P.N./S.R. Checked By: I M.P./G.O. Drawing No. ADA RESTROOM ENTRANCE ELEVATION 9 ADA RESTROOM ELEVATION 6 ADA RESTROOM ELEVATION 4 HARDWARE SCHEDULE 2A�203 SCALE: 1/2"= V-0" SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" SCALE: N.T.S. Architect RH SWEERS II 6'-0" STOCK ROOM HARDWARE SCHEDULE PROPRIETOR MANAGERS DESK RH SWEERS ARCHITECT _ EQ. 2'-0" 2'-0" EQ. STANDARDS LENGHT QTY GARCY #1204 HEAVY DUTY STANDARD 72" 3 1 1 BLOCKING 1,-4;, rhs@sweersarch.com BRACKETS I I FOR WALL OREGON LICENSE NO.:4014 I I I STANDARDS 6'-0' GARCY #1284 EXTRA HEAVY DUTY 10" 12 I r — — — — I I BRACKETS L SEC. DVR BY GC ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE 6" EQ. EQ. 6" ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE BREAK TABLE I I I iv N ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION STANDARDS LENGHT QTY I I I OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. i. :::r: .�.M,:..,:.:x:r:!.:.< +:+f. yc:< ..a.. 'f./•: xyT: ,zzj c.a n » < .,vi,.,;+:.: +v: :� :,ii:........:,.. 7 acv GARCY #1204 HEAVY DUTY STANDARD -.... +, ADJUSTABLE BRACKETS Project Coordinator I I I I cv `� SHELVING BY cv GARCY #1284 EXTRA HEAVY DUTY 10" b I I I I I I MWC ON BRACKETS HEAVY DUTY o xo AUDIO VISUAL SHELF I I — - it N SURFACE MTD. N — — — °° °m — — — STANDARDS BY MANAGER'S BRACKETS LENGHT QTY — — — — — — I I I ° O° I° GC DESK WALL MT'D BRACKET-HOME DEPOT REF - 2 — — 21 MODEL # HD-0099-12WT.SKU #930886 OR II I APPROVED EQUAL. 1 1 �L dK i - - i i r2'-o.. 4B BLOCKING IN WALL ABOVE T W 0 O N E T W 0 _ FOR WALL STANDARDS BY GC -- — ----II CPU I C 20 4A GROMMETS HOLES WITH WHITE L__ FAX J MONITOR LPHONE� 20 GROMMET COVERS 45 West 21st Street, Suite 403 o COUNTER AND SHELVING ADDITIONAL HARDWARE REQUIRED rn — — - ABOVE BY MWC & INSTALLED New York, New York 10010 -ALL SHELF BRACKETS SHALL INCLUDE GARCY SNAP LOCK SHELF FILE i WHITE LAMINATE BY GC T 212.904.0432 F 212.904.0433 CLIPS. COUNTER TOP -ALL HARDWARE SUPPLIED AND INSTALLED BY GC. �� I °° o° oo PfINT R SAFE ;� ^ AND DRAWER -ALL SHELVING & COUNTERTOPS BY MWC AND INSTALELD BY GC. N lm*q r- � i� `� MEP Engineer -GC TO PROVIDE ADEQUATE BLOCKING FOR SUPPORT OF HDW. c� cPu; BO MICA 949 MY MWC. -ENGINEERING -ALL DIMENSIONS TO CENTER LINE. Ir I I MATTE FINISH -GC TO REFER TO SERVER CABINET SPECIFICATIONS FOR 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 INSTALLATION REQUIRED SUPPORT AND INFORMATION. ELEVATION A SECTION B (614)839-4639 FX:(614)839-2222 Lighting HENNESSY DESIGN PO BOX 42162 PORTLAND,OR 97242 BOH HARDWARE SCHEDULE 7 ELEVATION AND SECTION OF MANAGERS DESK 4 PLAN AT MANAGERS DESK 1 (888)358-6368x101 (503)583-8907 SCALE: NTS SCALE: 1/2"=V-0" SCALE: 1/2"=V-0" Consultant 5'-0" Seal EQ. 2'-O" EQ. ARCHITECT: RH SWEERS II,PROPRIETOR RH SWEERS ARCHITECT. THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE 1 -4" BLOCKING CONDITIONS,OR ANY DOCUMENTS WHIC�LpO NOTB R MY SEAL. A I I I WALL ,jJl I STANDARE 5-0" II II GC 6„ 4'-0" 6" R I I T ' l I I I I CV II II �. • -V N ADJUSTABI 0 S II II CV CV SHELVING O 0 I I I I MWC 0F0 II - - - - - - - -- - 22 EQEQ. — — — BREAK/ N MICROWAVE N r — — — CV RECEIVING No. Date Issued By MICROWAVE I I 5B BLOCKING WALL ABOVE 01 10-0&14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. 20 FOR WALL STANDARDS BY GC 5A GROMMETS HOLES WITH 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. b WHITE LAM 20 WHITE GROMMET COVERS 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. COUNTER COUNTER AND SHELVING REF AND DRAV ABOVE BY MWC & 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. BY MWK. INSTALLED BY GC FORMICA 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. MATTE FINI. 06 10-27-14 ISSUE FOR PERMIT 212 D. � I I Ilk r% I I I I ELEVATION A SECTION B NOT USED 8 ELEVATION AND SECTION OF BREAK/RECEIVING DESK 5 PLAN AT BREAK/RECEIVING DESK 2 SCALE: N/A SCALE: 1/2"=V-0" SCALE: 1/2"=V-0" Key Plan/Ground Floor MICHAEL KORS °;,°y SPACE#G06 t� 4,523 S.F. DUPLEX OUTLET& DOUBLE G PRIOR TO START OF 4TH WEEK CKS SGO&S JACK TELEPHONE RECEPTACLE.GC TO OF PROJECT, GC TO INSTALL — — — — — — — — — MINIMUM 4'X4' PLYWOOD COORDINATE INSTALLATION. BACK BOARD. EC TO PROVIDE GROUNDED BUS BAR WITH #b RACK MOUNTED SERVER > GROUND. EC TO PROVIDE _ CABINET SUPPLIED BY OWNER TEMP POWER IF PERMANENT & INSTALLED BY GC; GC TO POWER IS NOT AVAILABLE AT PROVIDE 4x&3/4"PLYWOOD TIME OF PHONE AND DATA "°ft° r — — — BOARD MOUNTED TO INSTALLATION BY TENANT. C? I _DVD_ I EXISTING WALL AS REQ'D. b BISCUIT I _ DEMISING WALL (VIF) MUSIC AMP N@ EQ WALL MT'D BRACKETS- 4'x8'x3/" FT PLYWOOD BOARD MOUNTED EQ 1 -7 Q I HOME DEPOT REF SKU 1'-0" TO EXISTING WALL BY GC. #930886 OR APPROVED SHELVING BY MWC ON .......... ....... ...................._................ ...... ......_.............................. ...._ Project % 00 ©o WALL MTD. BRACKET BY GC k....., .. . J EQUAL BY GC. MICHAEL KORS :<: . — — — MWC TO PROVIDE (1) Q 2'-0" 2'-0"X 12"DEEP SHELVES. % I WASHINGTON SQUARE, SPACE # G06 00 NOTCH BACK OF SHELF o s 6B 9620 SW WASHINGTON SQ. RD. FOR CABLE ACCESS. SERVER CABINET 20 TIGARD, OREGON 97223 0 o SPECIFICATION: t n°ku ;O (2) QUADRAPLEX 10 :, ��'"' Title o RECEPTACLES MODEL:TRIPP LITE SMART RACK !<,. ,+;� Drawing— — — SRW 12US33 (WALL MOUNT) 12U LO PRIOR TO START OF 4TH WEEK RACK SIZE: 19" 12 1, BOH FIXTURE PLANS & OF PROJECT, GC TO INSTALL RACK UNITS: 12U t. 2'-91" MINIMUM 4'X4' PLYWOOD WEIGHT: 120LBS ELEVATIONS LWALL MTD. PVC PLAN BACK BOARD. EC TO PROVIDE DIMENSION:25Wx33.5Dx23.6H SERVER CABINET RACK MOUNTED SERVER CABINET TUBE BY GC (MK GROUNDED BUS BAR WITH #b SHELVING BY MWK (ABOVE) SUPPLIED BY OWNER & DIRECTIVE #8-Rl). GROUND. EC TO PROVIDE INSTALLED BY GC. Project No. 14933 TEMP POWER IF PERMANENT Scale: AS NOTED ELEVATION A POWER IS NOT AVAILABLE AT SECTION B TIME OF PHONE AND DATA Date: 10-27-14 INSTALLATION BY TENANT. Drawn By: P.N./S.R. Checked By: M.P./G.O. Drawing No. NOT USED 9 MEDIA SHELF & SERVER CABINET SECTION-ELEVATION 6 PLAN AT MEDIA SHELF & SERVER CABINET 3A�204 SCALE: N/A SCALE: 1/2"=V-0" SCALE: 1/2"=V-0" Architect RH SWEERS II PROPRIETOR GC TO PROVIDE A 2"THK RED PAINT LINE AT 18" GC TO PROVIDE A 2"THK RED PAINT LINE AT 18" RH SWEERS ARCHITECT 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: rhs@sweersarch.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. DECKS ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE 27'-8 5/8" 27'-8 5/8" 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. P-3 P-3 P-3 Project Coordinator P-3 b ..... - �....... '... i ; l r l ,: ..... NOTSTOCK....._.._ -.W. .._. ......__ _. ...... .......... "`i`>..ts,�"�, .1,'�.lx :` `t<€ c �?.:�.'�.�""c�:sz_w�,.{••`'"."�,�'» u�'1Yf�ss<�/s�/i�i,%! %�"Y�`afi^"�''�€� ��c,�'��:».4:.,...,...... _..a���Yy`:.��6??� '�� •l%3%u'" �.�"�,. a ..;a://�. 6!sY' .'%rr..:..i...,/;'Y'..;�":� :<x"firv,. A' ^Y..:.Kyt:»"✓,.,»rf.;.:.d ixf:K.�,$.>,.:Y..:� .3.r./y v :,.,, :s ,. ;�,f'f�'y,�'�', :�xx",��,iz :•f»f.£rl�si"�f31<.�.�,'S.»»:.»:.:r?r..i.,.:>,.o,>Y;'�,"..»,�,s� .ffus"fnc»<»•m^:+5r,;�y.'t"��?1 ..r,:rS.r:,.,r.. , :.»3.. , '/ 45 West 21 st Street, Suite 403 New York, New York 10010 TOP OF WALL F - - T - - -1F_ F -F - - -IF - - T - - T T - - T - - � � - - T - - F - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - T 212.904.0432 F 212.904.0433 I I I I I I I I I I I I I I I I I I I ..•�T.O.WALL .................... I I I I I I I I I I I I I I I I I I I 9-6 AFF(VIF) MEP Engineer I I II I II ' II I I I I II I I I II I I II I P-3 , I II I II II I I I II P-3 P-3 II I II M—E N GIN E E R I N G I I I I r.f I I I I I I I 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 I I I I I I I I I I I I I I I ............. .................................... I I I P-3 I I I 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 ......_�: .•-:::::: Lighting II I II , II I I II I I I II I I „ I HENNESSY DESIGN I I I I I I I I I I I I I I PO BOX 42162 PORTLAND,OR 97242 (888)358-6368x101 (503)583-8907 Consultant '•.x ;1: 3 I II II II I I II "...,..... _s I DTD II DTD II QTD II QTD I I EI 11 II aTD I _ww I II I II I 3 I I II I II I II I I I I II I I ' � '• y I II I I II I I I II I II I II I I I I II I I i ; I II I I II I � `, F3 62 t I I II I II II I I I I II F3 B2 t F3I B2 I II I F3 62 I II I F3 62 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. I t0'-0"AFF id'-O"AFF THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY WATER COOLER 10'-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 �ll �1ja SHELVING PLANS FOR ALL INFO w -3 .•:.,...-__...i....._'._.;..'....;..'..i�`...i.._.�..`...a.. F3 62 - -IIIIIIIIIIIIII:i'III.._ __£;`t . �. ` ,`. .,o:...'�—,,'—�..'y,•�-/iI,II,IIIIIIIIIIII,�."i.— - -IIIIIIIIIIIIIIIIIIIIIII —�a—�. ,,I,II,IIIIIIIIIIIIIII...—91.—s.'.".ao�..IIIIIIIIIIIIIIIIIII.I,:...p:K....aY..—vrr.".'»�M:—.,rr3:»•s:»s—s.n,..y,',:W,—�...:"2-33��'»r7III.IIIIIIIIIIIIII —.��—.'ffT".x.IIIIIIIIIIIIIIIIIIII:. .�. III,IIIIIIIIIIIIIIIII —•E.�—"",,"—:�IIIIIIIIIIIIIIIII r IIIIIIIIIIIIIIIIIIII—'.�s".,"—f£.,�€.,.—,.,�..':,III.IIIIIIIIIII II n.—, — �IIIIIIIIIIIIIIIII Fr.—3—✓�'-6:2;^— —IIIIIIIIIIIIIIIIIIIII,..,:—� —.z-:,IIII,IIIIIIIIIIIIII....•.—.:.�.—:."..:x.,.".»�`.Y,..?�.:�..:IIIIIIIIIIIIIIIIIII.�r�YIIIIIIIIIIIIIIIIIIIIII.���:�—���—��IIII,I,II,IIIIIIIIII '.—•'�"^i,"'.p.'.—va<,"'£.x�IIIIIIIIIIIIIIIIIIIII—...,.,—:.. — .—. . — .....» ...... ......B.O...DECK ..:. ,. �.f,.:{.;..,.;..;.�:.'1.-.....•..-.,...•�'....,3I3<.;;. ./:r,:..�.u'...• ,T .?.�;i.F.'.•,..IItIIIIIII..': ' � ,S33�F3 i,� 62 •. ,- ...... 2 8" DICKS � o� s STOCKROOM ELEVATION STOCKROOM ELEVATION No. Date Issued B9 ySCALE: 3/8"= F-0" SCALE: 3/8"= V-0" 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. GC TO PROVIDE A 2"THK RED PAINT LINE AT 18" GC TO PROVIDE A 2"THK RED PAINT LINE AT 18" 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. 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.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 B.O, DECK 27'-8 5/8" P-3 P-3 P-3 P-3 Key Plan/Ground Floor MICHAEL KORS xpMY SPACE#G06 ................ ............................. .............. ..................................................... 4,523 S.F.r' NOT STOCK ABOVEI II` D;N3 } „1a� " ABOVET1 HS........ ................. .• ........................................ f ..........';` .....�. . ... �........................................ SPORTING TOP OF WALL T.O.WALL 9 'AFF(VI ..,......... P-3 P-3 P-3 P-3 P-3 NORD OM ........ N@ aif Project MICHAEL KORS WASHINGTON SQUARE, SPACE G06 ' rG I , D , El EI Q D Q D [I I] [1 11 Q D QD 9620 SW WASHINGTON SQ. RD. TT TTT T ....... REF TIGARD, OREGON 97223 Drawing Title B2 STOCKROOM INTERIOR FINISH FLOOFINISH FLO OR Jk O DOORTO HEIGHT SHELVING ±0'-O"AFF ±0'-0"AFF Y ELEVATIONSDOORTO AKRDESK. EXISTING ELECTRICAL SERVER CABINET. AKRO BREAK DESK.SEE LOCKERS SALES AREA CABINET SEE 2/A204 MGRS CABINETS BY SHELVING EQUIPMENT. REFER TO SEE 3/A204 FOR CABINET 2/A203 FOR FOR MORE OFFICE VENDOR, TYP ELECTRICAL DWGS MORE INFO. MORE INFO INFO FOR MORE Project No. 14933 INFORMATION. Scale: AS NOTED Date: 10-27-14 Drawn By: P.N./S.R. Checked By: M.P./G.O. of Drawing No. STOCKROOM ELEVATION 4 STOCKROOM ELEVATION 2 SCALE: 3/8"= V-011 SCALE: 3/8"= I.Z. FOOT LOCKER, INC. GYP BD. ABOVE TO BE PAINTED 14 PT-02 FINISH AND END AT U/S OF DECK AI.2 13'-10' AFF. T.O BRICK TO MATCH HEIGHT OF PERIMETER WALLS STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 10'-0' AFf. vf T.O. GRAPHICS ARCHITECT: 0 TRICARICO° Tricarico Architecture and Design PC THIN BRICK VENEER 500 Valley Road Wayne,NJ 07470 PAINTED WHITE T(973)692-0222 F(973)692-0223 WF-03 www.tricarico.com 1/4' METAL GRID FINISHED CEILING REGISTRATION#0654AF LISCENSE #2608 COLUMN GRAPHICS TO BE C 2016 NICHOLAS J. TRICARICO WALL CONSTRUCTION. REFER APPLIED TO BACK SIDE OF TO ARCHITECTURAL FLOOR COLUMN PARALLEL TO THE PLAN A-1.0 FOR WALL TYPES. STOREFRONT. REFER TO DUrG A3.0 FOR GRAPHIC SCHEDULE ENGINEER: e AND GRAPHIC LOCATION. APPLY QUARTER SIZE DAB OF ADHESIVE ON BACKSIDE OF BRICK AT EACH END. DO NOT APPLY A HORIZONTAL BEAD OF ADHESIVE ACROSS BRICK INITIALLY ATTACH CLASSIC PANEL 10 TO WALL USING CONSTRUCTION Al29F= 11 ADHESIVE TO PREVENT WARPING. SECURED TO WALL STUDS WITH NON-CORROSIVE RIBBED FASTENERS SPACED 8' O.G. VERTICALLY AND 16' O.G. HORIZONTALLY. F 1 ° 3/8' MORTAR JOINT CONCAVE. 8 S A � / NOTE: DO NOT INSTALL MORTAR Ln ABOVE TAS. — SETTING UP OF BRICK COURSES: rr���� BRICK SHALL BE INSTALLED IN NICHO J. RICARIC t7t�', A RUNNING-BOND PATTEN. KINNEL ,N J SEY 14 V ERT CAL K SCALE: 6" = V-0" 0 � O .�00 V SECTION 0 NEW OREXISTINGWALL CONSTRUCTION. REFER TO 0 @ 1 X 4 WOOD TNOTE: 0 REVISIONS VS RIM ARCHITECTURAL FLOORPLAN @ IF COLUMN ENCLOSURE IS A-1.0 FOR WALL TYPES. G.W.B. ON METAL3/4' FRT PLYWOOD WITHIN THE BLEACHERS, NO. DESCRIPTION DATE FRAMING� (TYPJ INSTALL GONER GUARD' OVER ACRYLIC WALL PANEL ,3 CONTRACTOR MUST REFER TO 19 (WHERE REQUIRED) (TYP.) AI2 A5.0. CONTRACTOR TO COORDINATE LOCATION ACHERS AND NS ACRYLIC WALL ASEREQUIRED AND REPORT PANEL (WHERE 8' METAL JOISTS ANY Q/ REQUIRED) (TYPJ P-8' BRICK FACE FOOTLOCKER PM ES TO TO BRICK FACE IMMEDIDEMOLITION. ION.TELY AFTER CLASSIC PANEL - 5/8' GWB ON 3 5/8' METAL FRAMING w 5/8' GYPSUM BD SUPPORT TIE 0 w ABOVE ON METAL OR qQ STUD FRAMING (ALL TEM BRICK FIN. CLG. LL LL SIDES). NON-CORROSIVE - VENEER �[ FASTENER S' U V VERTICALLY, 16' W HORIZONTALLY OR Co !n 1 scREw/Sa.FT. STOCKROOM PASSAGE O EXISTING COLUMN. G.W.B. ON METAL f V.IF. PS FRAMING (TYPJIF- 3/S' MORTAR JOINT (TYPJ 2' X 2' X 12' HIGH CORNER GUARD W/ 8'-0' AFF. CLEAR BRUSHED ALUMINUM FINISH BYILL TENANT G.C. v NOTE: BOTTOM OF CORNER GUARD IS AT 1 -5 1/2' THIN BRICK DATE: 01/15/16 TOP OF THE WALL BASE. PT-01 GWB FINISH FRAMING DIMENSION 3/8' MORTAR BED CORNER BEAD 5/6' CEMENT BOARD BEHIND BRICK SCALE: AS NOTED GROSS AREA: 6,586 SQ. FT. 13 AX NOMETRIC VIEW SCALE: NO SCALE 12 CORNER GUARD - NON-SALES SCALE: 1'-0" 11 DECK DETAIL AT PASSAGE SCALE: 3" 10 ( BRICK COLUMN PLAN VIEW SCALE: 1 1/2" 9 BRICK COLUMN ELEVATION SCALE: 1 1/2" =1'-0" CH SALES AREA: 3,216 SQ. FT. BRICK WALL AZ SALES AREA: 1 ,200 SQ. FT. 3/4' FRT PLYWOOD OVER I METAL STUDS PROJECT # : 150554 DRAWN BY: CA w:j:pjj 1 x 4 wooDpuju CLG. TRIM i r i i i i i RESTROOM/ VESTIBULE i pQ STOCKROOM n M q REFER TO A6.0 FOR CEILING FINISHES ::: HOLLOW CORE WOOD DOOR REFER TO AL] FOR PARTITION TYPES DOOR TYPE '8 PROJECT TITLE 8 DECK EDGE DETAIL SCALE: 3" =1'-0" 7 DOOR TYPES AND FRAMES SCALE: 3/8.. V_0" WASHINGTON SQUARE 9585 SW WASHINGTON (� STIFFNER SCREWS G.W.B. N SQ. RD., TIGARD, OR 24' 0.c. 97223 Al2 METAL G.W.B. ON GYP. BD. ON METAL FRAMING SPACE # D1 1 REFER TO PARTITION MTL FRAMING 2' 2 -10' 2' SCHEDULE FOR /L STUD FRAMING. CONSTRUCTION PASSAGE STORE NO. I /I r I 15031 FIN. CLG. 0 N LL LU Zw SALES PASSAGE Q o- SHEET TITLE LU q N a NON-SALES PASSAGE ,'-0' AFF. CHAMPS SALES AREA CONSTRUCTION H.M. OPENING FRAME 2' Z PROVIDE ANCHORS HOLD S'-0' AFF. �) THREE (3) PER JAMB STIFFNER SCREWS q HM. OPENING FRAME DETAILS 6 24' O.C. WRAP WALLCOVERING STARTING POINT OF DYED VARIES POLISHED CONCRETE. REFER SEE PLAN FORi4 TO A3.0 FOR ADDITIONAL CORNER BEAD Al ■ 6 1/2' WALL TYPES 1/2' INFORMATION. G1UB- (BEYOND) SHEET NO. 6 HEADER DETAIL SCALE: 3" =1'-0" 5 DETAIL AT CASED OPENING SCALE: 3" = 1'-0" 4 GWB HEADER SCALE: 3" = 1'-0" 3 NOT USED SCALE: NTS 2 NOT USED SCALE: NTS 1 NOT USED SCALE: NTS CH TYRONE PROTO RELEASE 9.3- 11 /20151 Architect RH SWEERS II PROPRIETOR RH SWEERS ARCHITECT rhs@sweersarch,com 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 B.O.ACT CLNG B.O.ACT.CLNG .... t12'-0"AF t12'-0"AF P-3 ACT ACT P-3 r — — — — — — — — — — I I I I I TWO ONE TWO I I I 45 West 21 st Street, Suite 403 New York, New York 10010 I T 212.904.0432 F 212.904.0433 I I MEP Engineer I I M-ENGINEERING I 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 I (614)839-4639 FX:(614)839-2222 Lighting I I HENNESSY DESIGN I I PO BOX 42162 PORTLAND,OR 97242 B2 F3 I (B2 q ) ( )583-8907 888 358-6368x101 503 I I FINISH.FLOOR Consultant ................... FINISH_FLOOR ±0'-0"AFF m t0'-0"AFFT 10'-0"HEIGHT SHELVING CABINETS BY SHELVING VENDOR,TYP Seal ARCHITECT: RH SWEERS II,PROPRIETOR RH SWEERS ARCHITECT. THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. I� y 0 K OF NOT USED 5 PE CLOSET ELEVATION 3 PE CLOSET ELEVATION SCALE: N.T.S. SCALE: 3/8"= 1'-0" SCALE: 3/8"= 1'-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. 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. ...........................B.O.ACT CLNGG ...........................B.O.ACT CLNG� t12'-0"AF t12'-0" AF Acr P-3 P-3 ACT F — -I — — — — -— I II I I I I I Key Plan/Ground Floor I I I I MICHAEL KORS I I I I x'�'°' SPACE#G06 I I I I 4,523 S.F. i I II I DICK'S I I SPORTNO I :T- I I I I CONCEALED MWK DOOR CONCEALED MWK I I I I I I FINISHED %"THK MIRROR I ACCESS DOOR TO I I I I I w/%"MT-1 TRIM ALL SIDES I DISPLAY AREA I I I AT SALES SIDE BY MWC. I FINISHED %4'THK I I I MIRROR w/%"MT-1 I I I TOP 8, BOTTOM I I I NORDS-TROM J\ I %i I TRIM AT I I I I I STOREFRONT SIDE I I I I I BY GC. I I I I - I 62 F3 I 62 F3 II I — — - — `.. FINISH FLOOR FINISH FLOOR Project ........................ _._.._._._._....-_... t0'-o"AFF MICHAEL KORS AKRO CABINET— WATCH SALES/STOCK t0=0AFF' 10'-0' HEIGHT SHELVING SIZING TABLE DOOR.SEE B/AO02 CABINETS BY SHELVING WASHINGTON SQUARE, SPACE # G06 FOR DETAILS VENDOR,TYP 9620 SW WASHINGTON SQ. RD. TIGARD, OREGON 97223 Drawing Title PE CLOSET ELEVATIONS Project No. 14933 Scale: AS NOTED Date: 10-27-14 Drawn By: P.N./S.R. Checked By: M.P./G.O. Drawing No. NOT USED 6 PE CLOSET ELEVATION 4 PE CLOSET ELEVATION 2A�206 SCALE: N.T.S. SCALE: 3/8"= V-0" SCALE: 3/8"= V-0" SUPPLIED BY INSTALLED BY Architect STONE OWNER GC THINSET:MAPEI ULTRAFLEX LFT GC GC RH SWEERS 11 WHITE POWDER COAT METAL STOREFRONT VENDOR STOREFRONT VENDOR PROPRIETOR B.O. MALL CEILING RH SWEERS ARCHITECT AND BACKING .._._.._.".._W_ _".__."...."..._ - GLASS STOREFRONT VENDOR STOREFRONT VENDOR +17'-6"AFF DURATRANS MILLWORKER GC EX EX EX rhs@sweersarch.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 EXISTING 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. rL OF MOUNTED FLUSH TO FACADE BY SIGNAGE VENDOR UNDER SEPARATE &SOFFIT TO ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE ST-1 DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE PERMIT.VENDOR TO SUBMIT SHOP DRAWINGS FOR L.L.APPROVAL. REMAIN, N.I.C. ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION STOREFRONT FRAMING &BLOCKING GC GC 3%"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 METAL CAP BY B.O. MALL BULKHEA,,D. CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. 7 PRIMARY SIGNAGE SIGNAGE VENDOR SIGNAGE VENDOR " +14'-7"AFF Y STOREFRONT VENDOR. BLADESIGN SIGNAGE VENDOR SIGNAGE VENDOR EX EX EX Pro'ect Coordinator .....•.•....T.O.•STOREFRONT ] +13'-10"AFF(VIF)T WINDOW VINYL/PSS LOGO SIGNAGE VENDOR SIGNAGE VENDOR FLOOR LOGO IF 3/a WHITE CHANNEL APPLICABLE N/A N/A ( ) REVEAL BY STOREFRONTE EQ 3%"H MT-1 FINISHED BEAD CURTAIN OWNER GC VENDOR. METAL CAP BY 11' la' LEASE LINE STOREFRONT GLASS DOORS STOREFRONT VENDOR STOREFRONT VENDOR WHITE STONE TILE ST-1 VENDOR. AEL `yF� 4y:'.'.<L?q. :.x. :DOOR HANDLESMILLWORKER GC '�< '_- %�''.y""• >_ 4(MINIMUM GROUT FOR ;zf}io:Y,.:.i.� Y, TWO ONE TWO ALL HORIZONTAL SEAMS, •; :, ....::., '>,..W N/A N/A � x' :.. ;�: ST-1RECESSED COCOA MAT /LOGO �,• :225 :%� `,� BUTT JOINTED, NO GROUT � ``''��`-'� LEGEND: N/A=NOT APPLICABLE FOR ALL VERTICAL 'n B.O. BLADE SIGN/ 45 West 21st Street, Suite 403 SEAMS).THINSET AND B.O.MT-1 EYEBROW New York New York 10010 CEMENT BACKER BOARD ` ' ;;r . . . . . . . . +90'-0"AFF ' STOREFRONT RESP. SCHEDULE . . . . . . . . . - BY GC,TYP. i. . i . . . . . '. . T 212.904.0432 F 212.904.0433 EQ l Q: E EQ. % EQ.` EQ EQ'. : . . ' NON-ILLUMINATED 3 4"EYEBROW FRAME ! - - ' t BLADE SIGN BY SCALE: N.T.S. .:. . . . . . . . . . . . . :,. . . WITH MT-1 FINISH ALL ``' j . . . . . . . . . . . . . . ,u SIGNAGE MEP Engineer SIDES BY STOREFRONT ' • ALL DIMENSIONS & CONDITIONS TO BE VERIFIED IN FIELD PRIOR TO ? . . . . . ,F . . . . :; k�'`" `,.,.,`` k ..,...,^,:,.� VENDOR. MEN INEERING VENDOR STOREFRONT SYSTEM FABRICATION & INSTALLATION. / , i' 'i' 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 M 614 839-4639 FX: 614 839-2222 • STOREFRONT SYSTEM PROVIDED & INSTALLED BY STOREFRONT VENDOR. 1/2"CLEAR TEMPERED REFER TO NATIONAL METAL& GLASS INC.SHOP DRAWINGS FOR ALL GLASS BY STOREFRONT ? s #% - ?i /� / ' ' ` ? :r w j �.. EASE LINE Lighting STOREFRONT SYSTEM DETAILS. VENDOR.SEE STOREFRONT . , WHITE STONE TILE SHOP DRAWINGS. i z - HENNESSY DESIGN ,. 1 _. , ;��., , • ' • f ST-1 (MINIMUM • GC & NATIONAL GLASS TO COORDINATE AND PROVIDE ALL REQUIRED _.. . .,_M _... •. .. _., r. .k.-....-__.__..._.. _....-..___............___ ..................... _........ PO BOX 42162 PORTLAND OR 97242 ,. .».: .m.: »- - _...... � / ,.,... GROUT FOR ALL SUSPENDED E _.........................._ ............. METAL STUD SUPPORT AND BLOCKING FOR STOREFRONT SYSTEM AND PE ED FIXTUR ; . :a , , . s . r� , _.............:......:................................:...:.....: . . ... .... _.- _.. __._ .._ ._-_._..-_. __._-. ____-........._..._ _.__......... . ... 1 E i? i%i:':' i ;, •': .b f ;' '. ii i 'S.-..-RE .f,. , i i i i i>'� fE..........:........ ....._ ..,�,C:� HORIZONTAL (888)358-6368x101 (503)583-8907 INTERIOR DISPLAY WINDOW SUSPENDED SHELVING AND GYP BOARD CHARM LOGO, j,k . . . . . . . . . SOFFITS. MANNEQUINS AND BEAD LASS SEAMS BUTT JOINTED, NO Consultant CURTAIN BEYOND GLASS ( ) GC & NATIONAL GLASS TO ENSURE STOREFRONT FRAMING DESIGN, < .r .`�:' \A' GROUT FOR ALL ii ADJACENT TENANT :. . / . >, / SEAMS). { a SUPPORT AND INTEGRITY IS ADEQUATE AS PER CODE , MALL rl ) `.. , r , STOREFRONT, N.I.C. I i } t l / THINSET AND S . REQUIREMENTS AND FIELD CONDITIONS. €, r `' e s f• / i , , F CEMENT BACKER - • STOREFRONT VENDOR & GC ARE RESPONSIBLE TO DETERMINE ALL 1 : ', BOARD BY GC, :.,:.: , r. : , , REQUIRED STUDS STUD BOX BEAMS-POST SIZES AND GAUGES FOR ENTIRE TYP. Q f i" . Seal STOREFRONT SYSTEM AREA. , ,•, , ' � HAC L-",, 3 S ic� ®� r `-` % ARCHITECT EL RH SWEERS II,PROPRIETOR RH SWEERS ARCHITECT. •EQ: : ;: • THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY GC AND STOREFRONT VENDOR TO VERIFY IN FIELD ALL EXISTING ; . ; -9 ; ; EQ 3 .9" ' EQ j` .EQ' i RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE BUILDING STRUCTURE AND MALL BULKHEAD CONDITIONS AND TO CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. REFER & REVIEW MALL'S TENANT CRITERIA TO COORDINATE WITH I __........_._ . ..._.._ ...I T.O. PLATFORM m �. _........_ .__.... � +1`-4"AFF ,D Q LANDLORD ALL REQUIRED AND ALLOWED MEANS AND METHODS N OF MT-2 ~` . N OF MT-2 OFATTACHEMENT/BRACING OF NEW STOREFRONT FRAMING SYSTEM TO GLASS GLASS EXISTING BUILDING STRUCTURE. , FINISH FLOOR ................ S y • GC TO COORDINATE WITH STOREFRONT VENDOR AND STOREFRONT ±0'-0"AFF SHOP DRAWINGS PRIOR TO FRAMING STOREFRONT BULKHEAD. GC TO MT-2: PANEL POWDER b"H 4"Hxl/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-11.2IF\ ST-1 TILE 94 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. D ,�► 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 SIGNAGE DETAILS.SIGNAGE VENDOR TO SUBMIT SHOP DRAWINGS FOR FOR APPROVAL PRIOR TO FOR APPROVAL PRIOR TO j ,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] -$'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. . MT_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 101514 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: 1/2"=1'-0" ` II II IN I HANGING DISPLAY CEMENT BACKER ' I I I ° _' 2"THK FINISHED MWK END 2"THK FINISHED MWK END PANEL BY MWC. U I FIXTURE BOARD WITH THINSET '``' " I PANEL BY MWC. I I EXISTING STRUCTURAL '' MINIMUM GROUT FOR f: I HANGING DISPLAY NICKEL PLATED BEAD CURTAIN NICKEL PLATED BEAD CURTAIN D LEASE LINE ? SALES AREA oI T ALL HORIZONTAL COLUMN TO REMAIN, VIF. E y I FIXTURE SEE 3/A301 FOR TRACK DETAIL. SEE 3/A301 FOR TRACK DETAIL. ° " PE CLOSET NICKEL PLATED Ke Plan/Ground Floor ,' : y SEAMS-TYP. 1" 1'-1 1" ! 7'-3g" 7 . 1'-0" 78'-0"HOLD 1'-0" 7'-3" 71'-1 1" Y % I BEAD CURTAIN SEE O7 D o I 3/A301 FOR TRACK MICHAEL KORS STONE TILE-ACTUAL HANGING DISPLAY ° xP 3 ! 4"MT-1 FINISH END PANEL BY STOREFRONT VENDOR 5" m C1 % DETAIL. SPACE#G06 SIZE 24"X 24"X 3/" 6g' 7'-5" 1'-0" 4" 4" 1'-0" FIXTURES 7'-5" n o I I 4,523 S.F. (STACK BOND, 2"CLEAR HORIZONTAL TEXTURE) I 16"H MILLWORK LINE OF SOFFIT LINE OF SOFFIT ABOVE LINE OF 16"H MILLWORK o %''' ' o o TEMPERED GLASS DCK'S PLATFORM BY MWC ABOVE SOFFIT ABOVE PLATFORM BY MWC H�::�:f ... ..... .._,.. ,...... .".., ....... ....... ...._. _. ° SPORTING ' BUTT JOINTED, NO ' ACC g I BY STOREFRONT GROUT FOR ALL VENDOR. «<:y::: - - - - - - - - - - - - - - - - - - - - - VERTICAL SEAMS -TYP. EXISTINGDEMISINGWALLTOREMAIN. °' _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ° :kx> "� /2'CLEAR TEMPERED GLASS SIDELITES BY STOREFRONT VENDOR. "' f:.rxk:fi GC TO PATCH AND REPAIR AS "<"'< I— � � EXISTING STRUCTURAL o I P-2 MITER ALL STONE REQUIRED. >) I ;o ;o I I COLUMN TO �EMAIN, LINE OF MT-1 FINISH I CORNERS AT 450 <- — — 6 EYEBROW (ABOVE) "`,n. I I — — K �, .,.vu H _�,,, ,... — I I - - 14' I w (A E) LEASE LINE �• 1' 1 f L R-9.4 H 24 LF - _.. .nrw_w" .:...m_..w: �.._ — »•"• L R-9.4 H 24 LF J 1 HOLD 0 e,.Tu _ o NORDSTROM 0000000000000000000000c0000000000000000000000000000000000000000coo0 0 0000c000000000c00000°oo 000000000000coocoo000000coo0 0000000000000000000000000000000000 0000000000 k' e %4'THK MIRROR w/2"MT-1 i P-2 72"QJ MK CHARM 'v f '` ° d THK MIRROR BY °a> FINISHED FRAME BY GC. ° MWC o o gggm. ST-1 I I ' 10 R-9.5 H 24 LF N� DETAIL AT STONE CORNER (TYP.) l _ _ - I_ _ _ 0 PLA MILLWORK 5 :. o 3/4'WHITE CHANNEL REVEAL ♦ �. J b % PLATFORM BY SCALE: N.T.S. BY STOREFRONT VENDOR °" N I I M 10'-10" 1'-0" o I i MWC Project I MICHAEL KORS 77, 7777777 77777777 _J EQ. 6'-0" EQ WASHINGTON SQUARE, SPACE # G06 8-11.2 v w, a. Q RD. :.,� ... WASHINGTON - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EQ i ..M, n. w,.. i 5'-118' EQ ST-1 STOREFRONT i . /2'CLEAR TEMPERED GLASS 16"H MILLWORK MALL WALKWAY TI A R 7 8' REVEAL MAX ! GLASS 84' BY STOREFRONT VENDOR. 9'-6" 10'-0"HOLD 13'-2" PLATFORM BY MWC ST-1 9'-1" Drawing Title WHITE FILLER /2'TEMPERED ADJACENT TENANT 1, Oa, PIECE AT END ALIG GLASS SIDELITE STOREFRONT, N.I.C. VIF 42'-54'VIF STOREFRONT PLAN OF FRAMING WHITE POWDERPI 7 , .I � „ m k.:, : .. 8'-0"W X 10-0 H CLEAR TEMPERED TO CONCEAL "€I'%< ':< >>>r:.; 3>3rs:><..'<%<<k COAT 72"f1�SUSPENDED CHARM LEASE LINE OF MT-1 FINISH /2 CLEAR TEMPERED I: ` _ GLASS ENTRANCE PIVOT DOUBLE GLASS BY STOREFRONT MALL WALKWAY DURATRANS IMAGE FIXTURE R-11.2 BY : NON-ILLUMINATED BLADE ELEVATION & DETAILS FRAMING `.:;':`'k"'::=,.::".;';,• k...•.`.'....x.. ....,. : : LOGO (MT-I FINISH) BY LINE EYEBROW (ABOVE) MWC. REFER TO MWK SHOP DRAWINGS II SIGN BY SIGNAGE VENDOR. FOR ALL DETAILSMT-2 SIGNAGE VENDOR.SEE DOORS WITH MT-1 TOP/BOTTOM VENDOR. MT-1 lI 2/A200. RAIL BY STOREFRONT VENDOR AND � SEE 4/A301 FOR DETAILS MILLWORK "' b"HIGH STONE CUSTOM DOOR HANDLES FINISHED Project et No. 14933 DRAWER FACE MT_1 i ' TILE RECESSED WD-1 BY MWC. Scale: AS NOTED ALI ! 1 1/2"FROM 1 2 1 Date: 10-27-14 POWDER COAT - 30 30 30 .... ...... 2"HIGH R\ Checked By: M P./G O. RECESSED KICK � MT-1 FINISHED MT 1 Drawing No. TYPICAL AXON DETAIL AT ENTRANCE 6 STOREFRONT PLAN 2 A� 300 SCALE: 1 1/2"=V-0" SCALE: 1/2"=V-0" Architect RH SWEERS II o w o w PROPRIETOR 0 J � J RH SWEERS ARCHITECT +17'-6"AFF METAL, SIGN 12"H, 12'THK FACE LIT MT-1 FINISH RETURNS.TRANSLUCENT WHITE ACRYLIC FACES I rhs@sweersarch.com LASER CUT PROTRUDING Y4" BEYOND EDGE OF RETURN.STUD MOUNTED FLUSH TO FACADE BY 1s' 1s" INSERT SIGNAGE VENDOR UNDER SEPARATE PERMIT. VENDOR TO SUBMIT SHOP DRAWINGS FOR I I OREGON LICENSE NO.:4014 IT 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 I I ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE OF ST 1 ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION GLASS7 I I OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER B.O. MALL BULKHEAD ! CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. _ j, +14'-7" _:..._.....,__ _.. _._ _._ ._.._..�._..._._ I I EX I Project Coordinator ��� UU11 T.O. STOREFRONT i ] ......... )......................... ...................... AFF (VIF) 3n 1 , 3., 8 16 8 8' 16' 8 c 3%4'H MT-1 FINISHED 1 1' la' METAL CAP BY STOREFRONT SET SCREWS ATTACH SIGN TO BRACKET VENDOR. 4 k:«k l Y POLISHED STAINLESS STEEL MOUNTING SLEEVE ' MT 1 c�IF1--' 1AE1 ?kx<,` a y I , TWO ONE TWO y Sq is 6.25" 6.25" <x'XY' tCHANNEL3 v. 50"THICK POLISHED STAINLESS STEEL 2POLISHED STAINLESS t ,z< EQ. EQ. Y>1 STEEL COVER PLATE I 3 45 West 21st Street, Suite 40 B.O. BLADE SIGN 'Rc9 L`KO �' —. —. B.O.MT-1 EYEBROW €� +10'-0" New York 100 10 — 10-0 AFF METAL, _ —.. E: I T 212 904 0432 F 0433 STEEL MOUNTING New 14"0 .250"THICK N LASER CUT NON-ILLUMINATED BLADE SIGN 3 /`' //. (Y 212 904 i x ARM WITH b X 6 _ '1 Q s kti�. .�fC� 1✓ ST-1 POLISHED STAINLESS %`''t ! INSERT BY SIGNAGE VENDOR. i !� `::x., i 10-. MOUNTING PLATE STEEL LOGO ;.� MEP Engineer '`' z 3%"EYEBROW FRAME WITH MT-1 FINISH ALL £` %> �k" INTALLED ON p SIDES BY STOREFRONT VENDOR / ,' ; ,:' . ' M E STOREFRONT TILE, '!' 1 !£� ENGINE RING CONCEALED BY 750 BROOKSEDGE BLVD.WESTERVILLE, OH 43081 i3 COVER PLATE : ! .250"THICK WHITE ji1 , i . . . . ! ,/ V' H - i"� /F J a J I (614)839-4639 FX:(614)839-2222 ACRYLIC ST-1 MWK ACCESS DOOR TO DISPLAY AREA ! xa. £ ) J ,' Lighting i ! �' ;y/ —LEASE LINE /�rr� / oc. , lrl RS BEAD FINISHED / THK MIRROR w//2'MT-1 TOP & F :` ' � II I I =, ;' �,•.--:.—� '' '• ,'' - i' . . . WHITE STONE TILE B.O. BLADE SIGN ~ Y CURTAIN BOTTOM TRIM AT STOREFRONT SIDE BY GC j i ! j ! '' ST-1 (MINIMUM N �r, ,,� HENNESSY DESIGN AFF " (BEYOND GLASS). <µ '' - ! _. GROUT FOR ALL PO BOX 42162 PORTLAND,OR 97242 t ;, sF / ; 2'-9" 3" y.: > �i HORIZONTAL 2"H .250"THICK WHITE STONE TILE ST-1 (MINIMUM GROUT I (888)358-6368X101 (503)583-8907 i . . . POLISHED STAINLESS s i . . . ! SEAMS, BUTT FOR ALL HORIZONTAL SEAMS, BUTT JOINTED, � ,� ,! / STEEL LETTERING 3 :£;£ ST-1 I JOINTED, NO Consultant NO GROUT FOR ALL VERTICAL SEAMS). GROUT FOR ALL THINSET AND CEMENT BACKER BOARD BY NOTES: VERTICAL SEAMS). GC,TYP. ,i' ,,�. �,,�r� / �� '=; . . ) • NEW NON-ILLUMINATED BLADE SIGN BY SIGNAGE VENDOR UNDER SEPARATE ! / ; ,l THINSET AND SUSPENDED FIXTURE AND BEAD CURTAIN :.............:...:...:..............:.'... ..._...f.....:x �...:...:...:.,.....:....... I.... ....:....... ...:...:_.:...;. . CEMENT BACKER ................:..........................................:........................................................................,.................... ...........................: PERMIT APPLICATION. (BEYOND GLASS) ,%' .����� �� ���"�� �'�' ! '�""�� , ���������;/ i • REFER TO SIGNAGE SHOP DRAWINGS FOR ALL DETAILS AND INFORMATION. % BOARD BY GC, . . • SIGNAGE VENDOR TO COORDINATE SIGN INSTALLATION WITH GC AS MT-1 1/2"CLEAR TEMPERED GLASS BY ' �! f � TYP REQUIRED CHANNEL STOREFRONT VENDOR.SEE STOREFRONT �. I ;'J "' J. . . /' r I Seal SHOP DRAWINGS. / ! tlt � '✓� E1 ' ARCHITECT: RHSWEERS ILPROPRIETOR RHSWEERS ARCHITECT. LEASE LINE Ff E�`,' ''`/ ' 3' 9' `�/ EQ I THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY METAL, ' RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE ! i ( CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. LASER CUT T.O. PLATFORM ' +1-4 AFF _� D INSERT CIF MT-2 CV GLASS BEAD FINISH FLOOR CURTAIN t0'-0'AFF ST-1 TILE START POINT. MT-2: PANEL POWDER 6"H 4" Hx1/2"THICK SILVER VINYL COAT WHITE METAL STONE LOGO LETTERS SURFACE MOUNTED � Z U-1 s o FINISH (RAL #9003). BY TILE,ST-1, TO GLASS WITH SILVER VINYL u- U_ -- STOREFRONT VENDOR BASE REVERSE READ ON INTERIOR SIDE BY SIGNAGE VENDOR. VENDOR TO SUBMIT SHOP DRAWINGS TO LL O� OgY FOR APPROVAL PRIOR TO 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-21 -a ALUMINUM WITH WHITE POWDER COAT FINISH TO MATCH RAL #9003 BY STOREFRONT VENDOR 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. • IST-11 -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. NON-ILLUMINATED BLADE SIGN DETAIL 4 BEAD CURTAIN SPACER DETAIL 3 STOREFRONT ELEVATION 1 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. SCALE: 1"=1'-0" SCALE: N.T.S. SCALE: 1/2"=V-0" 06 10-27-14 ISSUE FOR PERMIT 212 D. U CONCEALED MWK ACCESS DOOR TO DISPLAY U AREA FINISHED %"THK MIRROR w/%"MT-1 TOP & Q BOTTOM TRIM AT STOREFRONT SIDE BY GC. GL-3 ST-1 NICKEL PLATED BEAD CURTAIN SEE 3/A301 PE CLOSET Key Plan/Ground Floor FOR TRACK DETAIL. "'- ` 15'-la' MICHAEL KORS ry xP SPACE#G06 1 V-34' 2'-0" V-10" >. I� 4,523 S.F. LU . �;:7L. DURATRANS IMAGE FIXTURE R-1 1.2 PORK'S <'� '"�`� SPORTING BY MWC. REFER TO MWK SHOP DRAWINGS FOR ALL DETAILS-7,1 rJ EXISTING DEMISING WALL ,i TO REMAIN.GC TO PATCH AND REPAIR AS REQUIRED. k. : r�.....C....—.....—....—.. L; LEASE LINE MICH;..:. KORS ...... ................. 9 � ACC ACC I — — — — J. >` ^x a J `' .JY �/ I NON-ILLUMINATED BLADE 4 NORDSTROM vv000vv00000.......... 000000 0000v000000 000000000000000 v0000000vv 000 00000000 000°000000vov000000000000000000000000v0000 oOvvv0000 o0 00000 vov0000000 +."k" - SIGN BY SIGNAGE VENDOR. 1 - °`� �° '£ I� E jr :1- ' �..� 311 / 1 1 r. SEE 4/A301 FOR DETAILS _ a �� t ra a I ✓ !. 3 ,/, WHITE CHANNEL s £ /, / t - REVEAL BY STOREFRONT , : , _. I i VENDOR wk ; !r. R-9.5 H 33 LF a , . , .,g. ✓ , I T- > 4[ ` r{�... I£' :1 ":.,.• .i a 10'-1011 3 ( � '' I ` . �.!t• J Project B�Frle��:' .. `, i s 1�9BL^E9L dEOrdk, I �/ ; R6Y Mks,BCf i ,. P-2 i Jnr Qly Z �,, ,� I 9 ✓ I ! ! o �,� MICHAEL KORS ' `` WASHINGTON SQUARE, SPACE # G06 __J LU ��w ��w - - - - - _ -_ _ _ _ -_ _-_ _ _ _ - - 9620 SW WASHINGTON SQ. RD. IZ I I s ST-1 - - - - - - - - - - - - - - *£3k, ° °.J °.Z - - - ST-1 TIGARD, OREGON 97223 LEASE %"THK MIRROR w/%" HANGING OF 16"H MILLWORK %"CLEAR TEMPERED LINE MT-1 FRAME BACK DISPLAY GLASS PLATFORM BY MWC GLASS BY STOREFRONT ' Drawing Title LINE OF MT-1 FINISH EYEBROW PANEL BY GC. FIXTURE VENDOR. (ABOVE) 93„ GL-3 14 3, 9a' -"> `r> STOREFRONT PLAN, ksw�kiri 4 2 sck s . MALL WALKWAY ELEVATION, COMPLETE S.F. ," ELEVATION & DETAILS 15'-1 1"VIF L Project No. 14933 ADJACENT TENANT X. Scale: AS NOTED STOREFRONT, N.I.C. f'. 2 '.. .. Date: 10-27-14 30 I ki )l U Drawn By: P.N./S.R. Checked By: M.P./G.O. Drawing No. COMPLETE STOREFRONT ELEVATION 5 STOREFRONT PLAN 2 A� 301 SCALE: 3/16"=1'-0" SCALE: 1/2"=V-0" Architect RH SWEERS 11 PROPRIETOR RH SWEERS ARCHITECT rhs@sweersarch.com OREGON LICENSE NO.:4014 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIG NAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE D1.12CATED,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 gm S., 10:1 ozx "j:ft: B.O. MALL CEILING ,k m B.O. MALL CEILI.Np ,.I., ±17"-6"A F F (V IF ±1T'-6,,Affr(VIF) T 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 100 10 T 212.904.0432 F 212.904.0433 f0l MEP Engineer M-ENGINEERING 3 V8"20GA. @ 16"O.C. METAL STUD FRAMING BY GC 3 20GA. @ 16"O.C. M ETA L STU D F RAM I N G BY G C > 750 BROOKSEDGE BLVD.WESTERVILLE, OH 43081 TO EXISTING STRUCTURE ABOVE.GC TO COORDINATE TO EXISTING STRUCTURE ABOVE.GC TO COORDINATE K., (614)839-4639 FX (614)839-2222 WITH LANDLORD FOR APPROVED ANCHORAGE AND WITH LANDLORD FOR APPROVED ANCHORAGE AND METHODS OF ATTACHMENT. METHODS OF ATTACHMENT. Lighting ............... B.O. BULKHE?Np. ,J, B.O. BLILKH.1�1�p J, HENNESSY DESIGN ............................... .................... PO BOX 42162 PORTLAND,OR 97242 ±14'-7"AFF (VIF ±14'-7"AFF (VIF) 'f EXISTING MALL BULKHEAD TO REMAIN. EXISTING MALL BULKHEAD TO REMAIN. 3 V�'20GA. @ 48"O.C. METAL STUD 3 5/�'20GA. @ 48"O.C. METAL STUD (888)358-6368x101 (503)583-8907 52"VIF BRACING AS REQUIRED BY GC, TYP. 4 24"X 24"WHITE STONE TILEM BRACING AS REQUIRED BY GC,TYP. 24"X 24"WHITE STONE TILEM T.O. STOREFRQNT k T.O.STOREFRONT Consultant ...... .......................... -------............. ................... ±13'-10"AFF(VIF) 'f ±13'-l&-- r .............--------. vi 1. k� 3Y4"H MT-I FINISHED METAL CAP BY STOREFRONT VENDOR. 3Y4"H MT-1 FINISHED METAL CAP BY 3 V8"20GA. @ 48"O.C.METAL STUD STOREFRONT VENDOR. BRACING AS REQUIRED BY GC, TYP. Seal ARCHITECT: RH SWEERS 11,PROPRIETOR RH SWEERS ARCHITECT. LEASE LINE THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE 24"X 24"WHITE STONE TILE ST-1 (MINIMUM CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. GROUT FOR ALL HORIZONTAL SEAMS, BUTT "I D ARC, JOINTED, NO GROUT FOR ALL VERTICAL SEAMS).THINSET AND CEMENT BACKER BOARD BY GC, TYP. NEW 3 Yj'20GA.@ 16"O.C.METAL STUD NEW 3 Y�'20GA.@ 16"O.C.METAL STUD FRAMING BY GC.PROVIDE BRACING & FRAMING BY GC.PROVIDE BRACING& LEASE LINE SIGN 12"H, 11"THK FACE LIT MT-1 FINISH SUPPORT AS REQUIRED,TYP. 2 SUPPORT AS REQUIRED,TYP. 24"X 24"WHITE STONE TILE ST-1 C? RETURNS.TRANSLUCENT WHITE ACRYLIC FACES (MINIMUM GROUT FOR ALL B.O. CEILING PROTRUDING Y4" BEYOND EDGE OF RETURN. B.O. CEILING STUD MOUNTED FLUSH TO FACADE BY .......... F--F-......... ....... ------------------- *+11-0"AFF SIGNAGE VENDOR UNDER SEPARATE PERMIT. NO GROUT FOR ALL VERTICAL GYP. BOARD CEILING &SOFFIT VENDOR TO SUBMIT SHOP DRAWINGS FOR L.L. GYP. BOARD CEILING &SOFFIT SEAMS).THINSET AND CEMENT 1/4"THICK STEEL HANGING PLATE 5" LO APPROVAL.SIGN CONTROLLED BY CLOCK 1/4"THICK STEEL HANGING PLATE 5" BACKER BOARD BY GC,TYP. SUPPORT& HANG BOLTS BY MWC. TIMER SET AS PER MALL REQUIREMENTS SUPPORT& HANG BOLTS BY MWC. 0 % OF .................... .............. ...... ........... .......... .......... FI1 B.O. SOFFIT ............. ...... ....... B.01.1-MT-1.1-F.I.N.I.SH EY.EIBIRPW k B.O. SOFFIT 0 �F 16- AP +10'-0"AFF 'r 0 )/2"CHANNEL REVEAL BY 0 No. Date Issued By GYP. BOARD SOFFIT 3-1" STOREFRONT VENDOR 3"'EYEBROW FRAME WITH MT-I FINISH 1--11- 5-0 2 7" 6" : 0 01 3�'"EYEBROW FRAME WIT MT-1 FINISH MT-2 FINISHED SOFFIT BY ALL SIDES BY STOREFRONT VENDOR 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. 0 ALL SIDES BY STOREFRONT VENDOR 0 STOREFRONT VENDOR CEILING POCKET W/NICKEL PLATED 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212D. GYP BOARD CEILING POCKET AND Y2"CHANNEL REVEAL BY STOREFRONT MT-I FINISH DOOR FRAME BEAD CURTAIN & LED LIGHT FIXTURE TRACK LIGHTING.SEE RCP VENDOR 03 10-16-14 1 2ND SCHEMATIC SET(REVISED 212 D. "TU"SEE 3/A301 DETAIL 212 D. 0 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW MT-2 FINISHED SOFFIT BY STOREFRONT f 0 0 VENDOR 0 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. 3"'0 MT-I PIPE,SCHDULE 40, FULL PENETRATION, WELDED AT TOP TO A 06 10-27-14 ISSUE FOR PERMIT 212 D. 0 0 50" LONG CHANNEL C6X8.2 THAT 0 0 SPANS ACROSS 4 JOISTS MIN AND 0 FASTENS WITH 0.145"HILTI PAFS TO THE 8'-O"W X 10'-O"H CLEAR TEMPERED 0 0 0 LIGHT GAUGE FRAMING. GC TO GLASS ENTRANCE PIVOT DOUBLE LINE OF METAL SUPPORT FRAME 0 PROVIDE AND COORDINATE ALL 0 DOORS WITH MT-1 TOP/BOTTOM RAIL REQUIRED METAL STUD SUPPORT AND BY STOREFRONT VENDOR AND NON COMBUSTIBLE BLOCKING FOR CUSTOM DOOR HANDLES FINISHED 0 0 CHARM LOGO SIGN AT CEILING.GC WD-I BY MWC. TO REFER AND COORDINATE WITH 0 0 SIGNAGE VENDOR AND SIGNAGE 0 0 SHOP DRAWING AS REQUIRED.SEE 0 2/A200. HANGING DISPLAY FIXTURES 1/2"CLEAR TEMPERED GLASS BY HANGING DISPLAY FIXTURE 0 0 Key Plan/Ground Floor STOREFRONT VENDOR (BEYOND) 0 0 72"0 CHARM LOGO SUSPENDED FROM (BEYOND) ..................... .................... MICHAEL KORS LEASE LINE CEILING BY SIGNAGE VENDOR (330# SPACE#G06 T�............ I 0 MAX). REFER TO SIGN SHOP 4,523 S.F. 0 It DRAWINGS FOR ALL DETAILS. GC TO 0 0 PROVIDE ADEQUATE SUPPORT AS 0 DICK'S REQUIRED. SPORTING 0 0 1/2"CLEAR TEMPERED GLASS BY N STOREFRONT VENDOR 0 0 LEASE LINE 0 0 G-—LA—SS1 NORD L—r SALES AREA Om F MALL�W�AY 0 (BEYOND) (BEYOND) 0 0 11 ............ 0 0 N 0 0 0 0 Project 0 5" 1-4 5 0 n 4" 16"MILLWORK DISPLAY PLATFORM BY 0 MICHAEL KORS 0 MWC. FINISH: HIGH GLOSS WHITE 0 CN 0 LINE OF GLASS RETURN (BEYOND) WASHINGTON SQUARE, SPACE # G06 0 0 00 MT-2 METAL CLADDING (WHITE MT-2 METAL CLADDING (WHITE POWDER 0 r2 POWDER COAT FINISH, RAL #9003) 9620 SW WASHINGTON SQ. RD. 16"H MILLWORK DISPLAY PLATFORM AND 0 3, 0 1A,10J 3 COAT FINISH, RAL #9003) ON fF.T. 0 — — — — — — ON F.T. PLYWOOD. REFER TO TIGARD, OREGON 97223 OVERSIZED BUNKER TOP (BY MWC). GC TO PLYWOOD. REFER TO STOREFRONT SHOP 0 STOREFRONT SHOP DRAWINGS 0 MT-2 FINISH END PANEL BY S.V. CUT TO FIT. FINISH: HIGH GLOSS WHITE Drawing Title 0 0 0 J DRAWINGS 0 T.O. MILLWORK PLATFO!3M Ak ............. ...... ....... .............................. STOREFRONT SECTIONS V-4"AFF 'f -V-4"AFF 'F -2] [MT-2] HIGH GLOSS WHITE LAMINATE DRAWER FACE 6" STONETILEST-1 BASE 6"POLISHED STAINLESS STEEL AND BASE BY MWK BOTTOM RAIL Pmject No. 14933 7 NEW TRANSITION STRIP 10 -11 10 Scale: AS NOTED T NEW FLOOR TILE, F EXISTING MALL FLOOR NEW FLOOR TILE, F 10 FT EXISTING MALL FLOOR FINISH FLOPR Ak CN Data: 10-27-14 .............. FINISH FI-Oq� j, ±0'-0"AFF T ±0'-O"AFF T E STUD FRAMIN:::-F r Drawn By: NEW FLOORING TILE, F-I MALL FLOORING TILE �—GC TO PROVID G— P.N./S.R. EXISTING SUPPORT FOR PLATFORM TOP. Checked By: M.P./G.O. Drawing No. STOREFRONT SECTION 2 STOREFRONT SECTION A� 302 SCALE: I..= I -o.. SCALE: I"= V-0" Architect RH SWEERS 11 PROPRIETOR RH SWEERS ARCHITECT rhs@sweersarch.com 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 E� ........... B.O. MALL CEILING B.O. MALL CEILING ±17'-6"AFF ±17'-6"Arr-(Vir-)+ EXISTING MALL CEILING TO REMAIN. EXISTING MALL CEILING TO REMAIN. T W 0 0 N E T W 0 45 West 21 st Street, Suite 403 New York, New York 100 10 T 212.904.0432 F 212.904.0433 MEP Engineer 3 20GA. @ 16"O.C. METAL STUD FRAMING BY GC TO EXISTING STRUCTURE ABOVE.GC TO COORDINATE M—ENGINEERING 3 20GA. @ 16"O.C.METAL STUD FRAMING BY GC TO EXISTING STRUCTURE ABOVE. GC TO WITH LANDLORD FOR APPROVED ANCHORAGE AND 750 BROOKSEDGE BLVD.WESTERVILLE, OH 43081 COORDINATE WITH LANDLORD FOR APPROVED METHODS OF ATTACHMENT. (614)839-4639 FX: (614)839-2222 ANCHORAGE AND METHODS OF ATTACHMENT. Lighting ....... ..................... ......... ..... .........-..................... ................. B.O. BULKH.�PJ� B.O. BULKHEAD HENNESSY DESIGN ................. ................. ..... .................................. ---------- ............................... ±14'-7"AFF (VIF) 'f ±14'-7"AFF (VlFj+ PO BOX 42162 PORTLAND,OR 97242 EXISTING MALL BULKHEAD TO REMAIN. EXISTING MALL BULKHEAD TO REMAIN. IM : 3 5/8"20GA. @ 48"O.C. METAL STUD (888)358-6368xl 01 (503)583-8907 2'-82"VIF 2'-82-VIF 4 24"X 24"WHITE STONE TILEFS T�l BRACING AS REQUIRED BY GC, TYP. 4 24"X 24"WHITE STONE TILEM 1-11 Le T.O. STOREFRgN.T ,,k ........... ..... .................. ..................... ........... ...... .................................. ...... .............................. ±13'-10"AFF (VIF) T 3Y4"H MT-1 FINISHED METAL CAP BY 3Y4"H MT-1 FINISHED METAL CAP BY STOREFRONT VENDOR. 30 STOREFRONT VENDOR. 3 20GA. @ 48"O.C. METAL STUD 3 20GA. @ 48"O.C. METAL STUD BRACING AS REQUIRED BY GC, TYP. BRACING AS REQUIRED BY GC,TYP. Sea[ LEASE LINE ARCHITECT: RH SWEERS 11,PROPRIETOR RH SWEERS ARCHITECT. THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE 24"X 24"WHITE STONE TILE ST-1 (MINIMUM GROUT FOR CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SEAL. ALL HORIZONTAL SEAMS, BUTT JOINTED, NO GROUT FOR B.O.ACT CEILING ALL VERTICAL SEAMS).THINSET AND CEMENT BACKER 3 20GA. @ 48"O.C. METAL STUD DA BRACING AS REQUIRED BY GC, TYP. BOARD BY GC, TYP. NEW 3 V�'20GA.@ 16"O.C.METAL STUD ACT CEILING AS SCHEDULED SIGN 12"H, I THK FACE LIT MT-I FINISH RETURNS. LEASE LINE FRAMING BY GC.PROVIDE BRACING& TRANSLUCENT WHITE ACRYLIC FACES PROTRUDING Y4" SUPPORT AS REQUIRED,TYP. 24"X 24"WHITE STONE TILE ST-1 4 NEW 3 V�'20GA.@ 16"O.C.METAL STUD BEYOND EDGE OF RETURN.STUD MOUNTED FLUSH TO (MINIMUM GROUT FOR ALL FRAMING BY GC.PROVIDE BRACING& FACADE BY SIGNAGE VENDOR UNDER SEPARATE PERMIT. .,,k B..P..CE'I�ING HORIZONTAL SEAMS, BUTT SUPPORT AS REQUIRED,TYP. VENDOR TO SUBMIT SHOP DRAWINGS FOR L.L. Y +11-0"AFr' v S JOINTED, NO GROUT FOR ALL N APPROVAL.SIGN CONTROLLED BY CLOCK TIMER SET AS GYP. BOARD CEILING &SOFFIT VERTICAL SEAMS).THINSET AND 1/4"THICK STEEL HANGING PLATE SUPPORT& LO PER MALL REQUIREMENTS 1/4"THICK STEEL HANGING PLATE 5" CEMENT BACKER BOARD BY GC, HANG BOLTS BY MWC. 5" SUPPORT & HANG BOLTS BY MWC. ?r TYP. 00 o o r i o o T T 0 B.O. SOFFIT B.O. MT-1 EYEBRQW ,k B.O. SOFFIT '1".1-11'.-11-. - -..- B.O. MT-1 FINISH EYEBROW Ak o .......... ............. +10'-0"AFF T -0"AFF o +10'-0"AFF 'F .. ...................... ---- ------ — — — — — — — -J ............................. ------- o— T- CEILING POCKET W/NICKEL PLATED o GYP. BOARD SOFFIT o Date Issued By No. o 2-41" 7" 6" 4 T �' ' W t o EYEBROW FRAME WITH MT-1 FINISH BEAD CURTAIN & LED LIGHT FIXTURE o 3"' EYEBROW FRAME WITH MT-1 FINISH 7" 6" "TU"SEE 3/A301 DETAIL ALL SIDES BY STOREFRONT VENDOR 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. o o ALL SIDES BY STOREFRONT VENDOR o o 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. CEILING POCKET W/NICKEL PLATED GYP BOARD CEILING POCKET AND o GYP BOARD CEILING POCKET AND o o o TRACK LIGHTING.SEE RCP o GYP. BOARD SOFFIT BEAD CURTAIN & LED LIGHT FIXTURE TRACK LIGHTING.SEE RCP 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. o "TU"SEE 3/A301 DETAIL o o o o 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. o o o o o o o 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. o o o o o o 06 110-27-14 ISSUE FOR PERMIT 212 D. o o o o o o o o o o o o o o LINE OF METAL SUPPORT FRAME LINE OF METAL SUPPORT FRAME o o o o o o o NICKEL PLATED BEAD CURTAIN SEE 11b o o 3/A301 FOR TRACK DETAIL. o 1 1/2"CLEAR TEMPERED GLASS o o o o BY STOREFRONT VENDOR o z o o o o o o o o HANGING DISPLAY FIXTURE 000 HANGING DISPLAY FIXTURE 1/2"CLEAR TEMPERED GLASS BY STOREFRONT VENDOR o o o o ALIGN o Key Plan/Ground Floor o o o LEASE LINE MICHAEL KORS xp,;r:?y o o SPACE#G06 o LEASE LINE o o 4,523 S.F. o o Y4"THK MIRROR w/Y2"MT-1 TRIM ALL I V o AROUND AT STOREFRONT SIDE BY o D&S o SnRTING o GC. o o /o.o. o o o o MALL WAL�AY PE CLEF] o MALL WALK SALES AREA c1cliT o FG—L—A—S S] o 04 N o B o o (BEYOND) o EYOND) o o o o o GYP. BD. FINISHED P-3 BY GC. o o o o o o o om o ALIGN o o o o o o o o o V-]1 HOLD o o V-6" o o 1 NEW 3 V�'20GA.@ 16'O.C.METAL STUD o 16"H MILLWORK DISPLAY o N@ 0 o FRAMING BY GC.PROVIDE BRACING & o PLATFORM AND OVERSIZED o o o BUNKER TOP (BY MWC). GC TO SUPPORT AS REQUIRED,TYP. o o 1'-112"H OLD Project o 5" 1'-6" o 4 5" 1--6" o CUT TO FIT. FINISH: HIGH Qo MICHAEL KORS y o GLOSS WHITE o o o (BEYOND) (BEYOND) o LINE OF GLASS FRAME (BEYOND) o o WASHINGTON SQUARE, SPACE # G06 MT-2 METAL CLADDING (WHITE MT-2 METAL CLADDING (WHITE o 2 o o o POWDER COAT FINISH, RAL #9003) POWDER COAT FINISH, RAL #9003) 9620 SW WASHINGTON SQ. RD. o 30 3, 16"H MILLWORK DISPLAY PLATFORM AND o 3, LINE OF GLASS FRAME (BEYOND) ON FF.T. PLYWOOD. REFER TO OVERSIZED BUNKER TOP (BY MWC).GC TO o ON 2r'F.T. PLYWOOD. REFER TO TIGARD, OREGON 97223 o — — — — — IL o o t STOREFRONT SHOP DRAWINGS CUT TO FIT. FINISH: HIGH GLOSS WHITE o STOREFRONT SHOP DRAWINGS o o o Drawing Title o o o o o o T.O. MILLWORK PLATFPRM ,,k T.O. MILLWORK PL?�TF,qL�M ,,k STOREFRONT SECTION 1'-4"AFF 'r I 1>Q PU HIGH GLOSS WHITE 6" STONE TILE ST-1 BASE AND BASE BY MWK 6" STONE TILE ST-1 BASE LAMINATE DRAWER FACE Pmject No. 14933 Scale: AS NOTED NEW FLOOR TILE, F-2 EXISTING MALL FLOOR NEW FLOOR TILE, F-1 EXISTING MALL FLOOR 04 ................... FINI.S.H-F`Lqp.� J, IFIN111S.H."F�pp!3 j, Date: 10-27-14 % r% ±0'-O"AFF 'r — — — — — ±0'-O"AFF T \—GC TO PROVID'E STUD FRAMIN Drawn By: GC TO PROVIDE STUD= P.N./S.R. FRAMING SUPPORT FOR SUPPORT FOR PLATFORM TOP. Checked By: M.P. G.O. PLATFORM TOP. Drawing No. STOREFRONT SECTION STOREFRONT SECTION A� 303 SCALE: I.= V-0.. SCALE: I.,= 1.-o'. Architect ............ RH SWEERS 11 PROPRIETOR RH SWEERS ARCHITECT . ...... B.O. MALL BULIKHE��p .k MIN ... . .... ........ ...... ....... ........... ................. +14'-7"AFF 'r rhs@sweersarch.com .,Iipm OREGON LICENSE NO.:4014 31/8"20GA. @ 48"O.C. METAL STUD -EXISTING PAINTED GYP BRACING AS REQUIRED BY GC,TYP. BD MALL BULKHEAD TO ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE REMAIN 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 R. R. OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. ......e8. 3 V8"20GA.@ 16"O.C. METAL STUD 24"X 24"WHITE STONE TILE ST-1,THINSET AND FRAMING BY GC TO EXISTING STRUCTURE I g.1 11 CEMENT BACKER BOARD BY GC,TYP. Project Coordinator ABOVE.GC TO COORDINATE WITH 2'-A"VIF 4 LANDLORD FOR APPROVED ANCHORAGE AND METHODS OF ATTACHMENT. T.O. STOREFIRPOT .k ................... ............... .................... ........ +13-10"AFF 'F ge 'K x x 3Y4"H MT-I FINISHED METAL CAP BY STOREFRONT VENDOR. T W 0 0 N E IT W 0 x x X X. X� x X 45 West 21 st Street, Suite 403 New York, New York 10010 T 212.904,0432 F 212.904.0433 NEW 3 20GA.@ 16"O.C.METAL STUD— NEW 3 20GA.@ 16"O.C.METAL STUD FRAMING BY GC. MEP Engineer FRAMING BY GC.PROVIDE BRACING& SUPPORT AS REQUIRED,TYP. M-ENGINEERING 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 (614)8394639 FX: (614)839-2222 3 5/8"20GA. @ 48"O.C. METAL Lighting STUD BRACING AS REQUIRED BY HENNESSY DESIGN GC, TYP. PO BOX 42162 PORTLAND,OR 97242 (888)358-6368xl 0 1 (503)583-8907 24"X 24"WHITE STONE TILE ST-I (MINIMUM GROUT FOR ALL HORIZONTAL Consultant ................... ............. SEAMS, BUTT JOINTED, NO GROUT FOR ALL VERTICAL SEAMS).THINSET AND CEMENT BACKER BOARD BY GC,TYP. P...O. CEILINP ................ 15. -Ell� x X Seal ARCHITECT: RH SWEERS 11,PROPRIETOR RH SWEERS ARCHITECT. x x 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. D 'A ly 3 5/8"20 GA @ 16"O.C. METAL STUDS BY GC.TYP. GC TO PROVIDE NON-COMBUSTIBLE BLOCKING AS REQ'D (TYP) MWK FIXTURE STEEL SUPPORT HANGING PLATE & HANG BOLTS BY MWk.GC TO 41 PROVIDE ADDITIONAL NON COMBUSTIBLE 1; 1% . 11 1 .1 1 4, 5 BLOCKING AND STUD FRAMING AS EYEBROW FRAME WITH MT-1 REQUIRED. REFER TO MWK SHOP DWG FOR DETAILS. GC TO CORDINATE ALL FRAMING 0 %1 FINISH ALL SIDES BY STOREFRONT VENDOR; REFER TO STOREFRONT AND SUPPORT WITH MWK AS REQ'D.(TYP) LO 0 L0 SHOP DRAWINGS 0 0 0 0 -1 FINISH EYEBROW 0.SOFFIT B.O. MT ................. ......... ...... ...... ............................ V+ 27-- -------- - 111 1! ............. ... ............. ........... -­- ------ ............. 0 TYPE TU LIGHT ALIGN FIXTURE: EKLIPSE 0 NEW GYPBOARD 8 LEASE LINE No. Date Issued By .—NEW GYP BOARD HORIZON LED FINISHED CEILING 8 FINISHED CEILING 0 INSTALLED 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. 5" TYPE BI LIGHT FIXTURE AGAINST BEAD V n 7 6" 1"CLEAR TEMPERED 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212D. CURTAIN (AS NEW 2 GLASS BY STOREFRONT 0 CLOSE AS 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. POSSIBLE) VENDOR; REFER TO 0 STOREFRONT SHOP 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. LINE OF DISPLAY FIXTURE-4:: NICKEL PLATED DRAWINGS LINE OF DISPLAY FIXTURE METAL METAL SUPPORT FRAME BEAD CURTAIN. 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. SUPPORT FRAME BY MWC BY MWC SEE 3/A301 0 06 10-27-14 ISSUE FOR PERMIT 212 D. INTERIOR DETAIL EXTERIOR 0 STOREFRONT SECTION DETAIL SCALE: 3"=1--0" Key Plan/Ground Floor MICHAEL KORS SPACE#G06 4,523 S.F. INTERIOR EXTERIOR NEW 3j"20 DIEK'S R SPORTING RAISED PLATFORM FIXTURE BY LEASE LINE GA. METAL 0, M > MWC. REFER TO MILLWORK STUDS BY GC IN ADJACENT] SHOP DRAWINGS. GC TO CLEAR TEMPERED GLASS TEN Xm EW 31"20 N I COORDINATE INSTALLATION BY STOREFRONT VENDOR LI N GA. METAL ' FINISHED GYP -BLOCKING WITH MWC ii� mmg jiggm 8 V-7 VIF STUDS BY GC - BD BY GC T.O. +1'-4"AFF EXISTING TENANT STOREFRONT. GC TO PROTECT DURING CONSTRUCTION. .0 3,, .8 WHITE CHANNEL MT2 1"THK 18 GA ALUM REVEAL BY STOREFRONT VENDOR COAT WHITE FINISH (RAL N --------------------- FIRE TREATED #9003) ON F.R. PLYWOOD. 4 LEASE LINE 1: . .1 ., - I � I . I., N@ FIRE TREATED PLYWOOD REFER TO STOREFRONT WOOD SHOP DRAWINGS STONE TILE ST-1 BY OWNER AND NON COMBUSTIBLE Project .......... BLOCKING AS BLOCKING AS REQUIRED INSTALLED BY GC, (BUTT JOINTS) W/ TO PROTECT AT N ALIGN REQUIRED 4"X 16 GAUGE TRACK N ALL TIMES DURING CONSTR WEB STIFFENER CEMENT BACKER BOARD W/ UCTION Ll MICHAEL KORS N N THINSET. 3,, LEASE LINE CLEAR ANODIZED REVEAL WASHINGTON SQUARE, SPACE # G06 MALL HALL N BY STOREFRONT VENDOR MT-1 EYEBROW ��91 N STONE TILE ST-1 BY OWNER AND ABOVE 9620 SW WASHINGTON SQ. RD. --- TIGARD, OREGON 97223 INSTALLED BY GC, (BUTT JOINTS) W/ 2 mg.i NEW 3�"20 GA. METAL STUDS TEMPERED GLASS 8 CEMENT BACKER BOARD W/THINSET. BY STOREFRONT EW 31�"20GA @ 16" BY GC N 3' Drawing Title IBM VENDOR.SEE O.C. METAL STUD 4" STOREFRONT SHOP FRAMING BY GC WHITE STONE TILE ST-1 STOREFRONT DETAILS V-0"VIF 9"VIF . DRAWINGS. 8 v i (BUTT JOINTS) OVER CEMENT V-9. 10 BACKER BOARD W1 THINSET VIF BY GC. (TYP) NK. EXISTING MALL FLOORING Project No. 14933 Scale: AS NOTED Date: 10-27-14 1/2"0 HILTI HDI-P @ 16"O.C. Drawn By: I P.N./S.R. Checked By: I M.P./G.O. DraWng No. NEUTRAL PIER DETAIL NEUTRAL PIER DETAIL STOREFRONT SECTION DETAIL A� 304 SCALE: 3"= 1 1-0.. SCALE: 3"= 1.-0.. SCALE: 3'1=1.-0.. Architect RH SWEERS 11 PROPRIETOR --r............... ........... ............ ............ ........... .............................................................. ....................................................................................................................................................... RH SWEERS ARCHITECT rhs@sweersarch.com NN BOX ROUGH OPENING HIST ROUGH OPENING WIDTH OVERALL HGT OVERALL WIDTH BOX HGT BOX WIDTH N OREGON LICENSE NO.:4014 N TYPE (R.O.H.) (R.O.W.) (O.H.) (O.W.) (B.H.) (B.W.) N X ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE —PL–1 —PL–1 ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE SMALL 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. 43/16 -2- [4092] Project Coordinator MEDIUM .......... 0 t N N N N :R4+'Amu-,: 24ir I" . ::f1l 366]: .2% 6 8 2-,F141 .&4 0 x . 0-5/1,15 OVERALL'WIDTH (O.W.) TWO ONE T W 0 LARGE AE BY T5 FLUORESCENT FIXTURES SEE RCP P.S.S.FRAME M�X79:: ER Al 02 MILLWORKE1 45 West 21 st Street, Suite 403 , 6-9 3/4" [2076] 6-110 1/4" [11785] 6-110 5/8" [20981 6-111 1/8" [1807] 6-9 3/8" [2066] 6-9 7/8" [11775] New York, New York 10010 r5 FIRE TREATED DURATRAN FIXTURE BOX BY HINGED CO T 212.904.0432 F 212.904.0433 11 305 MILLWORKER LIGHTING MAINTENAN MEP Engineer ONLY. M-ENGINEERING 750 BROOKSEDGE BLVD.WESTERVILLE, OH 43081 (614)839-4639 FX: (614)839-2222 Lighting TYP. DURATRANS BOX SCHEDULE TYP. DETAIL PLAN AT DURATRANS HENNESSY DESIGN SCALE: NTS SCALE: 3"=V-0" PO BOX 42162 PORTLAND,OR 97242 (888)358-6368x101 (503)583-8907 Consultant 5'-10 1/4" 10 ROW(ROUGH OPENING WIDTH) Seal ARCHITECT: RH SWEERS 11,PROPRIETOR RH SWEERS ARCHITECT. THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY DUPLEX RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE CONDITIONS,OR ANY DOCUMENTSt DO,40 _BEAR MY SEAL. OUTLET "D NOTES: BY G.C. 0 ALL INFORMATION IS FOR REFERENCE ONLY. REFER TO MILLWORK SHOP DRAWINGSoI FOR ALL DETAILS AND INFORMATION 0 ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED IN FIELD PRIOR TO FABRICATION AND INSTALLATION.GC TO NOTIFY ARCHITECT IF ANY DISCREPANCY OR CONFLICT 0 DURATRAN FIXTURE PROVIDED BY MILLWORKER AND INSTALLED BY GC. 0 GC TO PROVIDE ALL ADEQUATE METAL STUD FRAMING , PLYWOOD AND BLOCKING D FOR FIXTURE SUPPORT AS REQUIRED AND TO COORDINATE WITH MWC ALL FIXTURE 0 W VE O INSTALLATION, FRAMING, SUPPORT AND ELECTRICAL. 0 z 00 Z \N 4a co SEE EXT. ELEVATIONS --" \\ 0 6PtN cp z: FOR WALL FINISH 3" AND MATERIAL 8 7111 2 0 No. Date Issued By N1 J 0 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. STAINLESS STEEL DR FRAME ON PIVOT 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. HINGES 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. 06 10-27-14 ISSUE FOR PERMIT 212 D. HINGED COVER FOR LIGHTING MAINTENANCE ONLY. 0 0 0 F- 00 0 TYP. ELEVATION PARTITION ROUGH OPENING TYPE R1 1 .2 x LU 2 0 T- U-1O O SCALE: 3/4"=1'-0" Key Plan/Ground Floor –J z < x LIJ MICHAEL KORS CC P51 0 r5 SPACE#G06 LU 00 0 > 1: 4,523 S.F. 0 (5 1,305 0 DICK'S Er 6-111 1/8" SPORTING CLEAR ACRYLIC OVERALL WIDTH MILK ACRYLIC – — — — — — — — — — — — — - -- — NORD TROM N@ L SEE EXT. ELEVATIONS— Project FOR WALL FINISH U) AND MATERIAL z MICHAEL KORS 0 F- . . . . . . WASHINGTON SQUARE, SPACE # G06 Cr LO UJ 0 0 9620 SW WASHINGTON SQ. RD. W TIGARD, OREGON 97223 LU Cn UJ FRAMING BY G.C. > 0 err Drawing Title --- i 1 STOREFRONT DURATRANS 305 FIXTURE DETAILS Project No. 14933 /f�,J'�,;�. Scale: AS NOTED . . . Date: 10-27-14 Drawn By: P.N./S.R. Checked By: I M.P./G.O. Drawing No. NOT USED TYP. SECTION DURATRANS BOX R- 1 1 .2 TYP. ELEVATION DURATRANS TYPE R 11 .2 A305 SCALE: N/A SCALE: 3"=1'-0" SCALE: 3/4"=1'-0" INSERT/ANCHOR/CLIP INSERT/ANCHOR/CLIP INSERT/ANCHOR/CLIP INSERT/ANCHOR/CLIP Architect UNDERSIDE OF DECK ON ATTACHED TO STRUCTURAL EXTEND GYP BD. ATTACHED TO STRUCTURAL ATTACHED TO STRUCTURAL ATTACHED TO STRUCTURAL RH SWEERS 11 BEAM/JOIST ABOVE (VIF) STOCKROOM SIDE @ WALL BEAM/JOIST ABOVE (VIF) BEAM/JOIST ABOVE (VIF) BEAM/JOIST E ABOVE (VIF) EXISTING TYPE 3B ONLY EXISTING EXISTING EXISTING PROPRIETOR STRUCTURE STRUCTURE STRUCTURE STRUCTURE RH SWEERS ARCHITECT GA. METAALL SST UDS ABOVE EXTEND 18 ABOVE ABOVE ABOVE T @ 16"O.C.TO ( rhs@Sweersarch.Com GC TO PROVIDE ALL REQUIRED UNDERSIDE OF GC TO PROVIDE ALL REQUIRED GC TO PROVIDE ALL REQUIRED GC TO PROVIDE ALL REQUIRED LATERAL BRACING TO ADJ. LATERAL BRACING TO ADJ. LATERAL BRACING TO ADJ. LATERAL BRACING TO ADJ. OREGON LICENSE NO.:4014 WALLS FOR STABILITY DECK ON I WALLS FOR STABILITY U_ WALLS FOR STABILITY ,y WALLS FOR STABILITY STOCKROOM SIDE @WALL TYPE 3B S ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE (V N (V CN ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE ❑ _ ONLY z❑ Li DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE cD ca cD +I 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. IISCHEDULED CEILING. REFER II BRACE AS REQ'D BRACE AS REQ'D 7/8"FURRING CHANNEL II TO RCP. II 7/8" FURRING CHANNEL LINE OF CEILING.SEE A-102 Project Coordinator ElII 7/8"FURRING CHANNEL REFER TO RCP.SCHEDULED CEILING. El 5/8"5/8"TYPE"X"GYP. BD. CEILING El5/8"TYPE"X" GYP. BD. CEILING ❑ (1) 5/8"TYPE"X"GYP.BD. ON EXISTING 5/8"TYPE"X"GYP.BD. ON ONE (1) 5/8"TYPE"X' MOLD BOTH SIDES, TAPED & (1) 5/8"TYPE"X"GYP.BD. ON SIDE BY LL AT ADJACENT TENANT SIDE R19 BATT INSULATION RESISTANT GYP.BD ON ONE SPACKLED SMOOTH, READY ONE SIDE TO CEILING, TAPED AREA, U.O.N. (WHERE APPLICABLE) II SIDE,TAPED & SPACKLED SOUND ATTENUATION II TO RECIEVE NEW FINISHES. & SPACKLED SMOOTH, 5/8"TYPE"X"GYP BD BY TENANT IF NOT II SMOOTH, READY TO RECIEVE BLANKET II GWB TO EXTEND b"ABOVE READY TO RELIEVE NEW EXISTING-VIF 3 5/8", 20 GA. METAL 11 NEW FINISHED. II CEILING WHERE SCHEDULED, FINISH BY GC. MOISTURE STUDS AT 16"O.C. UP II II EXISTING METAL STUDS BY LANDLORD, W 0 0 N E T W 0 El 5/8", 20 GA. METAL U.N.O. El RESISTANT GYP. BOARD ON q... TO 12'-0" HEIGHT. I�MARBLE STONE TILE II U.O.N. II STUDS AT 16"O.C. UP I�METAL PANEL OR STONE TILE RESTROOM SIDE. W/CEMENT BACKER BOARD II WHERE SCHEDULED. TO 12'-0" HEIGHT. II WITH CEMENT BACKER 3 5/8", 20 GA. METAL STUDS AT 16"O.C. UP TO 12'-0"HEIGHT II U.N.O. II BOARD WHERE SCHEDULED NEW SOUND ATTENUATION BLANKET BY 45 West 21 st Street, Suite 403 II II . II STEEL FLOOR RUNNER II STEEL FLOOR RUNNER GC New York, New York 10010 ACOUSTICAL BATT ANCHORED TO FLOOR 16" II ANCHORED TO FLOOR 16" STEEL FLOOR RUNNER T 212.904.0432 F 212.904.0433 INSULATION (WHERE II OC WITH ACTUATED I OC WITH ACTUATED ANCHORED TO FLOOR 16"OC APPLICABLE) FASTENER: 'HILTI'X-ZF DOME FASTENER: 'HILT]' X-ZF DOME L4 a WITH ACTUATED FASTENER: MEP Engineer HEAD .]45"DIA. X V LENGTH HEAD .145" DIA. X 1" LENGTH 16" OC. 16"OC. DIA'HILTI'X-ZF DOME HEAD .145". X 1" LENGTH 16"OC. M-E N G I N E E R I N G ��� NEW CHASE WALL ��� NEW NONRATED PARTITION NEW FURRING PARTITION r� DEMISING WALL (EXISTING BY LL U.O.N.) 750 BROOKSEDGE BLVD.WESTERVILLE, OH 43081 EXISTING METAL STUDS AND GLYP. BD.TO±18"ABOVE (614)839-4639 FX: (614)839-2222 OA� NEW FURRING PARTITION FINISH CEILING. GC TO PATCH AND REPAIR GYP. BD.AS NEW CHASE WALL SAME AS TYPE 2, W/b"20 GA. METAL STUDS @ 16"O.C. REQ'D ON TENANT SIDE. Lighting 4A �� NEW NONRATED PARTITION s SAME AS TYPE 5 W/STONE TILE OVER 5/' CEMENT s AND (1) LAYER /8'TYPE"X"MOISTURE RESISTANT GYP. H E N N ESSY DESIGN SAME AS TYPE 3 WITH NEW /"TYPE"X"GYP. BD. ONE SIDE, BOARD ON RESTROOM SIDE. BACKER BOARD AND THINSET (IN LIEU OF GYP. BD. s „ CMU WALL (EXISTING BY LL U.O.N.) AND / TYPE"X"MOISTURE RESISTANT GYP. BOARD ON 1 A PO BOX 42162 PORTLAND, OR 97242 SUBSTRATE) BY GC AT MALL HALLWAY SIDE NEW FURRING PARTITION L- SAME AS TYPE 1, W/ONE LAYER OF 5"TYPE"X' GYP. RESTROOM SIDE (IN LIEU OF GYP. BD.SUBSTRATE). 26 a NEW CHASE WALL L- SAME AS TYPE 2, W/3-5/8"20 GA. METAL STUDS @ 16" BOARD FROM FLOOR TO MIN. 1 1'-0"AFF ON (888)358-6368x101 (503)583-8907 46� SAME AS TYPE 5, W/2-1/2"20 GA. METAL STUDS AND (1) NEW NONRATED PARTITION O.C.AND (1) LAYER %"TYPE"X"MOISTURE RESISTANT STOCKROOM SIDE. �� LAYER 5/ �� GYP. BOARD ON RESTROOM SIDE. Consultant "TYPE"X"GYP. BOARD TO 6"ABOVE CEILING ON SAME AS TYPE 3 WITH 3-5/8" 18 GA. METAL STUDS @ 16" O.C.TO BY GC TENANT SIDE. UNDERSIDE OF DECK ON STOCKROOM SIDE & (1) NEW LAYER OF 2C NEW FURRING PARTITION NEW DEMISING WALL 1 B ( ) 5/"TYPE"X" GYP. BD.TO UNDERSIDE OF DECK ON STOCKROOM L- SAME AS TYPE 2, W/2-1/2"20 GA. METAL STUDS @ 16" SAME AS TYPE 1 WITH 3-5/8"20 GA. METAL STUDS @ 16"O.C. SIDE, AND (1) LAYTER OF 5/$'TYPE"X" GYP. BOARD TO 6"ABOVE O.C. AND (1) LAYER 5/"TYPE"X"GYP. BOARD ON SALES AND GYP. BOARD ON BOTH SIDES. GC TO ALIGN AND MATCH FINISH CEILING ON FITTING ROOM/SALES AREA/OFFICE SIDE. AREA SIDE. EX'G ADJACENT DEMISING WALL CONSTRUCTION. Seal NOT USED 6 NOT USED 5 PARTITION 4 PARTITION 3 PARTITION 2 PARTITION ARCHITECT: RHSWEERS II,PROPRIETOR RHSWEERS ARCHITECT. THIS DRAWING WAS PREPARED UNDER MY SUPERVISION AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE SCALE: N/A SCALE: N/A SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS CONDITIONS,OR ANY DOCUMENTS DO NOT BEAR MY SEAL. NOTES: �� C�� GC TO REVIEW ALL SIZES AND GAUGES OF PROPOSED STUD FRAMING. 1/2"EMT TIGHT TO GC TO COORDINATE AND VERIFY IF DESIGN, SUPPORT AND INTEGRITY OF EXISTING CONDITIONS APPEARS STRUCTURE ABOVE NOTE �� r OGC TO RE O VIEWLE RSMALL' CRITERIA FOR ALL STOREFRONT AND FRAMING SUPPORT AND CONNECTIONS TO 1. AT EACH END OF LIGHT FIXTURE AN INTERLOCKING CROSS TEE OR 12 GA.VERTICAL i MALL'S BUILDING STRUCTURE AND TO COORDINATE WITH LANDLORD AND MALL MANAGEMENT AS HANGER WIRE LOCKING BAR MUST BE USED. 1:4 RGC EQUIRED. COORDINATE WITH STOREFRONT VENDOR AND STOREFRONT SHOP DRAWINGS PRIOR TO FRAMING 2. THE TOTAL WEIGHT OF A LIGHT FIXTURE AND OTHER EQUIPMENT AIR / REQ'DP@ EACH SEISMIC BOXES ETC.) AND CEILING MATERIAL SUPPORTED BY THE MAIN BEAM MUST 0 ND STOREFRONT BULKHEAD. GC TO NOTIFY ARCHITECT AND CLIENT OF ANY DISCREPANCIES CONFLICTS FOUND RESTRAINT, 12'-0"O.C. (� PRIOR TO PROCEEDING. NOTE: GC TO REFER TO MALL MANAGEMENT AND OR TENANT CRITERIA FOR MEANS AND METHODS OF ATTACHMENT TO MALL BUILDING STRUCTURE. EACH WAY NOT EXCEED THE ALLOWABLE DEFLECTION LISTED IN THE DEFLECTION DATA OF THE FRAMING MEMBERS. METAL STUD FRAMING. -TYP. PROVIDE CLIP ANGLE 3/4"EMT NOTCH OVER 3, SURFACE OR PENDANT FIXTURES MUST BE INDEPENDENTLY SUPPORTED WALL BRACE WITH HILTI DN AT DECK FOR 12 GA HANGER MAIN RUNNER 4' 0.145"DIA.X 15/16"LENGTH @ WIRE CONNECTION, @ -0" 3/4"Q) (5'-2"MAX LENGTH W/3X3=16") MAIN 1-1/2" BLACK IRON FROM STRUCTURE ABOVE. 1-1/2"x 3"x 16 GA. CHANNEL 18"O.C. POWER DRIVEN PINS O.C. Z DRILL HOLE FOR 1 CBO 2388, LARR 2582 t/$"BOLLTT HOLE NUT No, Date Issued By CLIP ANGLE 114" LESS THAN AFTER CEILING IS 4. HANGER AND CROSS BRACING SPACING AS WELL AS STUD SIZE SHALL BE STUD WIDTH.-TYP. ATTACH WITH LEVELED. IN ACCORDANCE WITH THE MANUFACTURERS SUSPENDED CEILING 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. (4) 5/8" #S-12 SCREWS OR 3/4" 4-12 GA.SPLAY WIRES. GRILLAGE ERECTION DATA. 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. WELDS IN (3) PLACES VIF @ 4'-0" C.EACH WA UNDERSIDE OF METAL DECK 5. 12 GA. SPLAY WIRES AT 45 DEGREE MAXIMUM LOCATED 4'-0" O.C. EACH 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. WAY A MINIMUM OF 8" FROM PERIMETER WALLS. 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. 3/4" 16 GA. COLD-ROLLED 5 45 CHANNEL SPACED AT 4'-0"O.C. 05 1 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. HORIZONTALLY. � 00 5 45 06 10-27-14 ISSUE FOR PERMIT 212 D. 3 5/8"20 GA. METAL STUD EXISTING STRUCTURE a E.M.T.DIA. MAX.LENGTH MTL.ANGLE MAX. LENGTH iz LU BRACING @ N-0"O.C. COORDINATE WITH u- MqX 1/2" 31-9" L 2 x 2 x 1/8 LESS THAN 6-6" ? ACTUAL FIELD ? r BRACING NOT TO EXCEED A 45 � 3/4" 5'-2" L 3 x 3 x 3/16 GREATER THAN 6'-6'I CONDITIONS U- 1" 61-611 u- DEG.ANGLE. � o= > TWO #8X18X 1/2"TEK > O PHIL SCREWS O PROVIDE ANGLE SUPPORT BRACKET ONLY WHERE V ARMSTRONG DGO S DRYWALL/ ARMSTRONG T SYSTEM U CROSS TEE O REQUIRED FOR ADDITIONAL STUCCO/ PLASTER GRYD SYSTEM BY 1 MAIN RUNNER STIFFNESS GC 10 #8 SCREWS NOTE: ;o Key Plan/Ground Floor INSTALL BRACING AT 12'-0"O.C. 10 EA. WAY AND WITHIN 4'-0"OF OIL SEE RCP SEE RCP "P°°°�" MICHAEL KORS SPACE#G06 PERIMETER WALLS CEILING HEIGHT CEILING HEIGHT TYP. SEISMIC ACT CEILING FRAMING ® 4,523 S.F. PARTITION FRAMING SCHEDULE SEE RCP PLAN FOR CEILING FINISH SCALE: NTS MATERIAL D SPORTING * BOTTOM TOP TRACK 2"METAL CLIP AS REQUIRED FOR SEISMIC O SEE RCP PLAN FOR CEILING FINISH NOTE HEIGHT"H" STUD SIZE** TRACKMATERIAL 1/2"EMT TIGHT TO 8'-0"SPAN 11'-6"SPAN STRUCTURE ABOVE 1. AT EACH END OF LIGHT FIXTURE AN INTERLOCKING v, G.C.TO PROVIDE TYPE"X"5/8"GYP. Z;T CROSS TEE OR LOCKING BAR MUST BE USED. UP TO 16 FT. 3-5/8"x25GA. 3-5/8"x18GA. 3-5/8"x18GA. 3-5/8"x16GA. DL. zBD. ON METAL STUD. PREPARE G.C.TO PROVIDE TYPE"X"5/8"GYP. z 12 GA.VERTICAL O OHANGER WIRE (� 1 bFT.TO 20FT. b"x 20GA. b"x 18GA. 6"x 18GA. 6"x 18GA. SURFACE:AS REQUIRED FOR WOOD BD. ON METAL STUD. PREPARE ILIu z SURFACE:SMOOTH AS REQUIRED TO z 2. THE TOTAL WEIGHT OF A LIGHT FIXTURE AND OTHER ,,, PANELING SYSTEM :2 COMPRESSION STRUT REQ'D @ EQUIPMENT AIR BOXES ETC. AND CEILING MATERIAL 20FT.TO 26FT. b"x 18GA. 6"x 18GA. 6"x 18GA. 6"x 18GA. DL. RECEIVE NEW PAINT FINISH (TYP.) ( ) NORD�TROM p G.C.TO PROVIDE 3 5/8"20 GA. METAL 0 EACH SEISMIC RESTRAINT, 12' SUPPORTED BY THE MAIN BEAM MUST NOT EXCEED THE STUDS @ 16"O.C. (TYP.) Ce O.C.EACH WAY. ALLOWABLE DEFLECTION LISTED IN THE DEFLECTION * NON-BEARING STUD WALLS ONLY. 3/4"EMT NOTCH OVER MAIN WALL ANGLE DATA OF THE FRAMING MEMBERS. Q Q RUNNER 4-12 GA.SPLAY 1. ALL STUD WALLS AND PARTITIONS REQUIRE GYP. BD. BOTH SIDES FOR THE FULL HEIGHT OF THE 13- 3/4" 18GA. COLD ROLLED CHANNEL C a WIRES @ 4'-0" NKV DRILL 5/32"HOLE FOR 1/8"BOLT O.C.EACH WAY 3• SURFACE OR PENDANT FIXTURES MUST BE STUDS (UNLESS SPECIFICALLY DETAILED OTHERWISE). U BRIDGING SPACED AT 4'-0"O.C. U &LOCK NUT AFTER CEILING IS INDEPENDENTLY SUPPORTED FROM 1-1/2" BLACK IRON 2. ALL SUSPENDED WALLS SHALL HAVE TYPE"X"GYP. BD. WHICH EXTENDS 6"ABOVE THE SUSPENDED w HORIZONTALLY LU LEVELED. FROM STRUCTURE ABOVE. Project CEILING (UNLESS SHOWN AND/OR NOTED OTHERWISE BY THE ARCHITECT). v MICHAEL KORS V„ V, 4. HANGER AND CROSS BRACING SPACING AS WELL AS LU 3. ALL STUD WALLS AND PARTITIONS SHALL HAVE CONTINUOUS LINES OF BRIDGING SPACED AT 4'-0" � STUD SIZE SHALL BE IN ACCORDANCE WITH THE WASHINGTON SQUARE, SPACE # G06 MAX. ON CENTER.THE BRIDGING SHALL BE SECURELY FASTENED TO THE STUDS WITH EITHER j CONTINUOUS BOTTOM TRACK j 45 MANUFACTURERS SUSPENDED CEILING GRILLAGE SCREWS OR WELDS. 45 9620 SW WASHINGTON SQ. RD. 4. ALL STUDS SHALL BE"CEE"STUDS WITH FLANGE STIFFENERS. WITH HILTI X-DNI 0.145"dia. ERECTION DATA. POWER DRIVEN PINS @ 16"O.C. o EXISTING CONC.SLAB TO REMAIN.ALL TIGARD, OREGON 97223 5. THE MATERIALS AND DETAILS SHOWN ARE FOR TYPICAL INSTALLATIONS. WHERE THE STUD FOR WALLS UP TO 20- (3/4" O EXISTING FLOORING TO BE REMOVED MANUFACTURERS RECOMMENDATIONS OR LOCAL ORDINANCES ARE MORE RESTRICTIVE,THEY EMBEDDED), ICBG 2388. FOR THROUGHOUT U.O.N. GC TO PATCH/ G 5. 12 GA. SPLAY WIRES AT 45 DEGREE MAXIMUM LOCATED Drawing Title SHALL APPLY. WALLS OVER 20' USE PINS AT 12" REPAIR/ LEVEL FLOOR AS REQUIRED AND 4'-0" O.C. EACH WAY A MINIMUM OF 8" FROM PERIMETERwALLs. PARTITION TYPES 6. TYPICAL FASTENER: O.C. PREP TO RECEIVE NEW FINISH. REFER TO A. STEEL STUDS TO STEEL STUDS OR TRACKS: #8-18 x 1/2"TEKS/2 WITH PHIL. PAN HEAD FOR 25GA. OR SHEET A-105 FOR FINISH PLAN. CROSS FURRING NOTE: AND FRAMING DETAILS 20GA. #10-16 x 9/16"TEKS/3 WITH PHIL. PAN HEAD FOR INTERCONNECTION OF 18GA. OR 16 GA. CHANNEL, INSTALL BRACING AT 12'-0" O.C. EA. B. STEEL STUDS OR TRACKS TO WOOD PURLINS, GIRDERS AND BEAMS: #14-10 x 1/2"H.W.H.TYPE"S" MAIN BEAM WAY AND WITHIN 4'-0" OF PERIMETER METAL-TO-WOOD TEKS. NOTE:ALL WOOD WITHIN WALL CAVITIES WALLS Project No. 14933 C. STEEL STUDS OR TRACKS TO STRUCTURAL STEEL (TUBE STEEL, WIDE FLANGE BEAMS, COLUMNS, & PLENUM ABOVE TENANT'S CEILING GIRDERS, ETC.):TEKS/3 OR TEKS/4-GAUGE AND LENGTH AS REQUIRED FOR THE COMBINED MUST BE FIRE TREATED AND STAMPED. Scale: AS NOTED THICKNESS OF THE MATERIAL TO BE DRILLED. E.M.T.DIA. MAX.LENGTH MTL.ANGLE MAX. LENGTH Date: 10-27-14 D. PLYWOOD TO STEEL STUDS: #10-24 x 3/4"TEKS/3 (PLYMETAL TEKS) WITH THIN WAFER HEAD. 1/2" 3'-9" L 2 x2 x 1/8 LESS THAN 6-6" Drawn By: P.N./S.R. E. GYP. BD.TO STEEL STUDS: #7 x 114" HI-LO TYPE"S" BUGLE HEAD SCREWS FOR 3/8"TO 5/8" GYP. BD. 3/4' 51-211 L 3 x 3 x 3/16 GREATER THAN 6-6" TO 25GA. OR 20GA.STUDS. #6 x 114"TYPE"S-12" BUGLE HEAD SCREWS FOR 3/8"TO 5/8"GYP. BD. 1" 6'-6" Checked By: M.P./G.O. TO 18GA. OR 16GA. STUDS OR TRACKS. Drawing No. METAL STUD FRAMING STANDARD 10 TYPICAL METAL FRAMING DETAIL 9 TYP. SEISMIC GWB CEILING FRAMING $ A�400 SCALE: NTS SCALE: NTS SCALE: NTS Architect RH SWEERS II DD CC BB CA A Z Y PROPRIETOR RH SWEERS ARCHITECT 17 rhs@sweersarch.com 20 OREGON LICENSE NO.:4014 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE 24 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 OO OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER J CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. ................................................................................................................................ ............... - - I — _ Project Coordinator I I I PIR 21 I I I I I TWO ONE TWO E300 12" 12 I o 20 20 20 20 20 rl�to 20 20 15" 45 West 21st Street, Suite 403 9 — — — _ _ _ _ _ _ _ __ _ _ _ - F 29 New York, New York 10010 11 J ( J J J J ( J J J J 22" J J � T 212.904.0432 F 212.904.0433 10 \\ ® 1 ® ® ® AFF ® 7 SENSOR MEP Engineer LP-8 ❑D 0 I M-ENGINEERING 6060" IP 21 (TYP.) dp \� 23 IF, I 750 BROOKSEDGE BLVD.WESTERVILLE, OH 43081 LP-1 AFFIAFF C T PIR II 12"�12" (614)839-4639 FX: (614)839-2222 vv 13 VAV-3 ILP-24 I — _ I _ — 24 I 17 Lighting 21 HENNESSY DESIGN 20 ( PO BOX 42162 PORTLAND, OR 97242 SEC A S 23 s s O � '�s s J J sF I (888)358-6368x101 (503)583-8907 TEL FA 3 A 15„ 20 � � Consultant AF / I 13 VAV-2 1 KP 15 I O 25 (TYP.) O — — — AFF TO SOUND SYSTEM.WIRE TO BE PLENUM RATED OR IN ONDUIT 23 1 1 GINZ T T T / I W R U BY ODE). I O I VAV-1 I 1 IP If# 21 C� 21 i $T i I I Seal O� s�. O o� ti i J J ; �- I \ 54875 PE �r LP-20 / I LP-29 19 I \ ( 18 1 1 7 VAV-1.2.3 — — — T—STATS I ( I 1 1` — L _J LP-2 OREGON9 / I '1 N. 12, 1t •. \ ' — / A / �' 21 ( P.) ` �I 1. ��� J \ 20 I 3 O /�F. GON�'P 15 I i \p IP J J SF AF s IF 1,-6„ LL 2 ( P) I s I OCT 2 7 2014 LP-22 -- 23 / 24 20 5 I IJWR 4 ( P.) I I 21 (TYP.) / I A I I LP-25 LP-2 LP-21 I P o I LP-27rL LP-18 12' 12" s 44 I No. Date Issued By �7 V O 15 I ® J J ® I ® a 1 - ® ® I 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. R =_ __ _.AFF - J O J J ............................... J ............................ — — — — 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. 28 03 1016-14 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. POWER PLAN 1/4"=1'-0" REFERENCE ONLY NOT APPROVED WITH THLS PERMLT 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, °P=" 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. Q COORDINATE WITH LANDLORD AND TENANT. 14 ELECTRICAL SERVICE EQUIPMENT, SEE POWER RISER DIAGRAM ON SHEET E300 FOR SPORiNO ADDITIONAL INFORMATION. O PROVIDE 1"CONDUIT AND PULL WIRE FROM TELEPHONE/FAX/DATA OUTLETS TO 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 6 CEILING AT STOREFRONT PARALLEL TO STOREFRONT GLASS. CIRCUIT TO PANEL AS 16 FLOOR MOUNTED DUPLEX RECEPTACLE FOR DISPLAY LIGHTING IN LIT FEATURE TABLE. ` INDICATED. REFER TO THE LIGHTING PLAN SHEET E200 FOR CIRCUITING. O4 ELECTRONIC CASH REGISTER POWER SYSTEM.THE CIRCUITS USED TO POWER THE 17 J-BOX FOR STOREFRONT SIGN. REFER TO ARCHITECTURAL ELEVATIONS FOR NORETROM 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"cl". SEE CODED NOTE#12 ON LIGHTING PLAN SHEET E200 N(@CASH REGISTERS CIRCUITING SHALL BE RUN IN A SEPARATE CONDUIT. ELECTRONIC FOR FURTHER INFORMATION. CASH REGISTER OUTLETS SHALL BE HUBBELL NO. IG-5262, OR APPROVED EQUAL. 19 O PROVIDE CONDUIT&WIRING FOR THE SENSORMATIC SYSTEM. VERIFY EXACT LANDLORDNATE WITH Project BEFORE NSTTALLI GROUTE CONDUIT U ALL PE ETRANDER SLAB. TONIS SDE 2HALL BE FIREPROOF"TOPPING. ! ROU E UP EAR STDEDICATED CIRCUIT WITH REQUIREMENTS WITH UNO SHARED IPMENT NNEUTRAL.RER PRIOR TO ROUGH-IN. USE MICHAEL KORS FURRED OUT WALL OR COLUMN.(TYPICAL). WASHINGTON SQUARE SPACE # G06 O PROVIDE 1 6 AND PULL WIRE FROM THIS LOCATION TO THE MANAGER DESK. 20 RECEPTACLE OR J-BOX FOR MILLWORK LIGHTING-ONE WHIP PER SHELF. REFER TO FIELD VERIFY ALL CONDITIONS ' "�CONDUIT AS ARCHITECTURAL ELEVATIONS FOR QUANTITY AND LOCATIONS-COORDINATE WITH 9620 SW WASHINGTON SQ. RD. TOR ON SITE. SEE LIGHTING PLAN SHEET E200 FOR CIRCUITING.O7 RUN 1/2"CONDUIT WITH PULL STRING FROM TSTAT/SENSOR TO UNIT IT SERVICES. SEE WHIPS NOT ALLOWED MILLWORK CONTRACTOR DEMISING WALLS, ELECTRIC MUST BE IN CONDUIT. DESIGN DRAWINGS ARE SCHEMATIC.THIS CONTRACTOR SHALL VISIT THE PORTLAND, 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 O8 ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL COMPUTER OUTLET AT FOR MORE INFORMATION. MATERIALS 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. 14411052 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 TENANT'S ELECTRICAL CONTRACTOR'S EXPENSE. DEVICES ON Date: 10-27-14 PLANS ARE SHOWN FOR INTENT ONLY, PROVIDE ALL DEVICES AS REQUIRED. FIELD 11 INSTALL A DELIVERY BUZZER SYSTEM AS SHOWN, INCLUDING EDWARD'S#1786C-B VERIFY THE EXACT REQUIREMENTS PRIOR TO BIDBIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL Drawn By: BDB . PUSH-BUTTON AT REAR DOOR,#592 TRANSFORMER AND#C338-G5 BUZZERS AS CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS 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. Esl Architect RH SWEERS II (FF CE E DDCC PROPRIETOR RH SWEERS ARCHITECT rhs@sweersarch.com 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 LP-26 C TWO O N E TWO E300 20 45 West 21st Street, Suite 403 9 New York, New York 10010 zff -T T 212.904.0432 F 212.904.0433 O AJYG FI11 J J 18" AFF 10 ® MEP Engineer LP-8 D❑ M-ENGINEERING GFI 60" 60" IP 21 TYP. 750 BROOKSEDGE BLVD.WESTERVILLE, OH 43081 AFF C T PIR ( ) LP-1 AF AFF ( � (614)839-4639 FX: (614)839-2222 13 VAV-3 LP-24 Lighting 23 21 20 HENNESSY DESIGN 14 PO BOX 42162 PORTLAND, OR 97242 12 SEC AIS 23 S (888)358-6368x101 (503)583-8907 P-39/ 1 1 TEL FA q 5„ Consultant AF 1 KP 1511 B AFF E300 TO SOUND SYSTEM.W RE TO BE PLENUM RATED OR IN CONDUIT IT Seal EO PROP T r r W R U BY -,ODE). t3ttu s Of 59875PE dA LP-14 LP-20 r 23 Q(TYP.) 7 VAV-1.2.3 T-STATS , OREooN 7 — 0,9 A'• 12, �9 9 SENSOR 15„ �F GOND' AF S11 IF LP-22 OCT 2 7 2094 B 23 A A LP-6 LL 300 s No. Date Issued By —1 ^_� 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. DVR 7 SENSOR P-2 ..................................... ......................................................... 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. 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. POWER PLAN 1/4"=1'-0" Key Plan/Ground Floor MICHAEL KORS SPACE#G06 �I 4,523 S.F. D&S sromrio POWER GENERAL NOTES SEE SHEET E400 FOR POWER SYMBOL LEGEND 1. ALL OUTLETS SHALL BE INSTALLED AS DIMENSIONED ON THIS PLAN.ANY DISCREPANCIES AS TO LOCATION BETWEEN PLAN AND EXISTING FIELD CONDITIONS . SHALL BE CLARIFIED WITH THE ARCHITECT BEFORE COMMENCEMENT OF WORK. 2. ALL ELECTRICAL AND TELEPHONE WORK SHALL BE INSTALLED IN STRICT ACCORDANCE NOR"-DST- RO" WITH THE ELECTRICAL CODE, NATIONAL BOARD OF FIRE UNDERWRITERS, PUBLIC UTILITIES COMPANY,TELEPHONE COMPANY,AND ALL OTHER AUTHORITIES HAVING JURISDICTION. SEE SHEET E100 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 REFERENCE ONLY Project THE TELEPHONE EQUIPMENT. NOT APPROVED WITH THIS PERMIT 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 PORTLAND, OREGON 97223 WITH ADJACENT WALL SURFACES. SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS.THIS CONTRACT SHALL INCLUDE ALL LABOR AND Drawing Title SECURITY NOTE: SECURITY LEGEND 7. EXCEPT WHERE NOTED,ALL ELECTRICAL,TELEPHONE,AND DATA OUTLETS ARE TO BE MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING ALARM SYSTEM: CCN: /� MOUNTED 15"A.F.F. CONDITIONS. POWER P L.AN 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 �9 360 CEILING MOTION CCICZ? EXCEED 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. 14411052 REQUIREMENT& INSTALLATION II$ INDOOR SIREN WOR MONITOR AND DEVICE, IF REQUIRED. BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS WITH ADT SECURITY SYSTEM& ® o Scale: AS NOTED 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: 10-27-14 INC. O �: RECESSED DOOR CONTACT WALL BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL ce 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 WRING 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.Wt 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 FOOT LOCKER, l NC. 4 DECK STORE PLANNING DEPT 112 WEST 34TH STREET AFF. (4) 010 TEK NEW YORK, NY 10120 A$ T.O. AGT FIN. GLG SCREWS (TYP.) (2) LAYERS OF 5/8' 18 GA CH APT-02 _ 1'-11 1/2' PLRYWOOD INSTALLED /—BRACING 32' O.G. GWB FINISH ARCHITECT: GRADE LATERAL NOTE: HEAD DETAIL SIMILAR BY G.G. BY GG, PT-01 I F I'-Il 1/2' CLEAR K NOTE: PAINT EDGE, REVEALS, ETC. FLAT BLACR i I i I / GA MTL TRACK B CONT. 3 5/8' - TRICARICO I STOCK AREA (TYP.) + / \ 18 GA MTL + + TRACK (TYP.) Tricarico Architecture and Desilm PC 500ValleyRoad Wayne,NJ 07470 DOOR STOP + I REQ AL Twww3tncario?c m 92-022 F(973)692-0223 APT-01 CONCEALED GC SUPPLIED HINGES VENDOR SUPPLIED FACETED L 6 8 0654AF I CIENSE #12 0 I 5/g� G.W.g. � �� �� ALUMINUM PANEL FACADE C 2016 NICHOLAS J. TRICARICO `0 I 3/4' PUNCHED (AMT-0U BY VENDOR, 1 r- ANGULAR METAL BY VENDOR ENGINEER:BEYOND PANEL, AMT-03 1 FACETED ALUMINUM PANEL FACADE I IB BY VENDOR I I SHOW WINDOW ' 1 -, 3/8' PANEL GG TO INSTALL WALL MOUNT DIRECTLY TO DOOR 5/8' PLYWOOD GRAPHIC BY 5/8' G.W.B. NIKE TO ATTACH FIXTURES 1'-8 15/16' X V-5' DOOR 2'-6' 0'-0' AFF. TAPE AND SPACKLE ALL ALONG SIDE v FIN. FLR OVER WOOD BLOCKING 1'-9' CLEAR N APHIC BY PUNCHED ANGULAR METAL WALL FOR SMOOTH TRANSITION KE ATHLETE ZONE PANEL, AMT-03 BY VENDOR—/ CHAMPS SALES AREA SALES AREA SEAL I � @CONCEALED DOOR ELEVATION SCALE: 3/4" = 1'-0" 12 HIDDEN DOOR HEAD DTL SCALE: 11/2" = 1'-0" 11 FACADE BULKHEAD SECTION DTL SCALE: 11/2" = 1' 0" CJ~ KNIGHJNN TRICAR o n: KINNE N, EW J RSEY 2 REVISIONS NO. DESCRIPTION DATE GWB FINISH, GWB FINISH, PT-01 AMT-03 REVEAL - CHAMPS ATHLETE ZONE REVEAL SALES AREA SALES AREA PUNCHED ANGULAR METAL PANEL, BY FACETED ALUMINUM VENDOR FACETED ALUMINUM PANEL FACADE PANEL FACADE BY BY VENDOR PUNCHED ANGULAR GG TO INSTALL 5/8' PLYWOOD TO ATTACH VENDOR METAL PANEL, BY FIXTURES ALONG SIDE STAINLESS STEEL VENDOR WALL WALL BASE, FASTEN TO WALL FRAMING FACETED ALUMINUM FLOOR FINISH PANEL FACADE BY VENDOR r DATE: 01/15/16 AZ SALES AREA CHAMPS SCALE: AS NOTED SALES AREA 10 FACADE BASE SECTION DETAIL [SCALE: 1 1/2" = 1'-0" 90 NOT USED SCALE: NTS GROSS AREA: 6,586 SQ. FT. CH SALES AREA: 3,216 SQ. FT. VESTIBULE 2' METAL FITTING ROOM 2' METAL AZ SALES AREA: 1 ,200 SQ. FT. VE PUNCHED 1. I. F' I, I. GWCASING STIBULE B FINISH 1. I. CASING ANGULAR METAL f2 22 AIZA 2 2 1/2' REVEAL 6 2 2 1/2' REVEAL PROJECT # : 150554 VENDOR Y I II I GWB FINISH GWB FINISH DRAWN BY: CA AI2A 5/5' PLYWOOD SI GWB FINISH N BLOCK NG BEHIND LL ul METAL BAND N 0 ON QLL LLI FACETED ALUMINUMQ Q t HORIZONTAL w Q I v, I PANEL FACADE BY w Q AT '[L Q �vI�ISu VENDOR, BEYOND LL r > w � PERIMETER 1. ttt Q REVEAL REVEAL 1/2' REVEAL CMU WALL - GWB FINISH PANEL EXISTING GMU VENEER SEE P AN FOR GWB FINISH—/ WALL SEE PLAN WALL TYPES 2' METAL CASING SEE PLAN 1/2' REVEAL, APT-01 ATHLETE ZONE 2' METAL I/2' REVEAL ATHLETE ZONE I/2' REVEAL ILJf-ILJI SALES CASING, APT-01 SALES 8 FACADE SECTION DETAIL SCALE: 1 1/2" = V-0" 7 CASED OPENING DETAIL TSCALE: 3" = 1'-0" 6 HEADER DETAIL SCALE: 3" =1'-0" 5 DETAIL AT CASED OPENING SCALE: 3" = V-0" PROJECT TITLE WASHINGTON SQUARE 2 9585 SW WASHINGTON 3. 1/2' 3,_m. 1/2' 3. ,'-0 AFF. AI2 REFER TO SQ. RD., TIGARD, OR VESTIBULE FITTING ROOM DTL. 12-13IA12A 97223 zE3 2'X4' NON-COMB SPACE # D1 1 STIFFENER TYPICAL FINISHED CEILING PAINTED Aldo' h 412A BOTH SIDES. APT-02, LIGHT GRAY OPEN \ FITTING ROOM DOORPREFIN. WOOD FRAME Q 15031 DOOR JAMB STORE NO. 3' x 3/4' SOLID \� a PREFIN. WOOD CASING , OD FRAME - I " r = � J Al2 0 AFF. c LOGKSET FIELD ,' SHEET TITLE TOP OF FITTING v / MORTISED (DOOR "t ROOM DOOR ,- ONLY)lz , ATHLETE ZONE STOP , PASSAGE PRE-MORTISED FOR PREFIN. WOOD DOOR v OPEN CONSTRUCTION HINGES (DOOR ONLY) STOP G.W.B. ON PREFIN. 1' X 4-1/8' MTL FRAMING (TYP.) OUTLINE OF FITTING PREFIN. SOLID GORE CONGEALED DOOR DETAILS DOOR JAMB ROOM DOOR RIFT CUT OAK DOOR 2A FLAN PREFIN. I' x 3' 25 SECTION DOOR TYFE "C" DOOR TYPE "Ell TRIM FITTING ROOM SHEET NO. A 1 � 2A 4 NOT USED SCALE: NTS KNOT USED SCALE: NTS 2 FITTING ROOM DOOR DETAILS - FOR REFERENCE ONLY SCALE: 3" - ,'-0" 1 DOOR TYPES AND FRAMES SCALE: 3/8" = ,'-0" CH TYRONE PROTO RELEASE 9.3- 11/20151 TOTAL: TOTAL: Architect TU (10'-0") B1 X8 RH SWEERS II IN TROUGH DD CC BB AA Z Y (GC) PROPRIETOR RH SWEERS ARCHITECT 2 rhs@sweersarch.com — LP-35— — O OREGON LICENSE NO.:4014 - - - - - - - - — — - - 1 ml LP-33 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE B1 B1 B1 B1 B1 B1 B1 B 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 TOTAL: OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER J CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. .......................................... F4 X 22 TBC Project Coordinator I I (IWC) 1 1 I I O ( LP-31 F I TOTAL: T W O O N E T W O TOTAL: LPIi o I 131 X 81 N F2 x 6 TROUGH (MWC 8 (TYP.) B 45 West 21st Street, Suite 403 mr ( ..... JL (GC) New York, New York 10010 _L I 29 TOTAL: T 212.904.0432 F 212.904.0433 � J J 417 J oBF4 3%A111 I F3 F4 F4ip[� F3 o I TU (7'-0") F1 F1 F1 F1 F1 1 F1 F1 F F3 ® 4 F B (IWC) MEP Engineer ra F4 F4 F4 F4 LF3 LF3 F4M-ENGINEERING TOTA : TOTAL: TOTAL: TOTAL: C3 TOTAL: F 1 X 22 C3 TOTAL: TOTAL: TOTAL: TOTA : TOTAL: F4 OO B Oo 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 10 xW ) LPI F3 X 4 F3 X 1 F3 X 1 F3 X 4 F3 X 1 F4 X 4 (MWC) F4 X 3 F4 X 6 Fl X 20 F3 X F3 X 4 TOT L, LP-3 B I (614)839-4639 FX: (614)839-2222 F4 X 21 F4 X 2 (GC F4 X 2 F4 X 2 I (GC) (IWC) (MWC) F4 X 112 C3 F4 X 2 C3 F3 X 2 I I 2 10 I (M GC) WC) GC) I c3 c3 W ) (MW F4 1 B I FO3X 2 L' Lighting fc)O TDTA L: 1) NEW P NDA (GC) I F4 X2 HENNESSY DESIGN H LTNI DEC D RATI (IWC) PO BOX 42162 PORTLAND,OR 97242 0 CHAIIN RS !d Ls J J I i (888)358-6368x101 (503)583-8907 LPA S EM I I I I I Consultant C3 C3 C3 C3 _ C3 C3 C3 C3 R2 C3 G O o C3 I LP-130 I C2F- i / I TA8 I 3 N 1 LED I I O I O Seal 3 LP-5 I I I ( 4 PANEL ( WC) MW W ` \ s I ,� O ( C) O XW L I 3 R2pEM I TOTAL: 5 875P r C2F R2 B 1 X 6 C3 c 11 F917c C3 C3 C3 Cif 3 C3 C3 C3 C3 C3 C3 I I IN TROUGH ITOTAL: I O I I I I 12 (GC) OOREGON I TP-G (24'-0") I LP-z L: 0,9��N• 12, Aqq `,' A (GC) s J J I TOTAL: h0F GON�P�' R2 E I F4 X 2 TU (24'-0") I F3 B I (MWC) OCT 2 7 2014 C2 O p I I O c3 i I TOTAL: — I TO A L: I B I C3 C3 11 4 C3 C3 o �XW 5 I s (mWq-) F4 X 12 I I I ( LP-17 (mW F4 OB C2 F4 F4 F4 1 1 1 F3 F4 F3IN I - I TOTAL: No. Date Issued By 4i AC I O a F477 F4 J J I ® 1 F3 o I TU (7'-0") 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. J J J — — -j (MWC) 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. 0I =woe 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. (TYP.) 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. OO TOTAL: TOTAL: 8 TOTALJTOTA L: TOTAL: L 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. P-11 LP-7 F4 X 3 F 1 X 20 F 1 X 2 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) LIGHTING PLAN 1/4"=1'-0" Key PlaNGround Floor MICHAEL KORS SPACE#G06 j� 4,523 S.F. REFERENCE ONLY LIGHTING GENERAL NOTES: LIGHTING CODED NOTES NOT APPROVED WITH THIS PERMIT A. LIGHTING SHALL BE CIRCUITED EXACTLY AS SHOWN ON PLANS. 0 HOMERUN THRU TIME CLOCK AS SPECIFIED IN ELECTRICAL SPECIFICATIONS. 33 B. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION AND QUANTITY SEE SHEET E400 FOR POWER SYMBOL LEGEND i= OF LIGHTING FIXTURES. 0 PROVIDE JUNCTION BOX AND SWITCH FOR SIGN PER NEC 600. SEE ARCHITECTURAL PLANS FOR EXACT LOCATION. NORD3T_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. OHOME RUN THRU 2-POLE CONTACTOR CONTROLLED BY SWITCH"a". Project SEE MASTER LIGHTING SWITCH BANK DETAIL ON THIS SHEET. MICHAEL KORS © HOME RUN THRU 2-POLE CONTACTOR CONTROLLED BY SWITCH'I 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 PORTLAND, 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 WHIP FOR PRE-WIRED MILLWORK LIGHTING.O CONFIRMED WITH MILLWORK CONTRACTOR(TYPICAL).OCATION&CONNECTION TO BE SITE PRIOR TO BIDDING FIELD CONDITIONS.THIS OCON CONTOF RACT SHALL I C UDE ALL LABOR AND TRACT TO INSPECT TNG LIGHTING PLAN BACK OF 5 6 7 1 MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING HOUSE SALES SALES MILLWORK SF REC / 0 ROUTE CONDUIT IN/UNDER SLAB.PROVIDE 2"TOPPING.COORDINATE WITH THE CONDITIONS. LIGHTING I LIGHTING LIGHTING LIGHTING LIGHTING LANDLORD PRIOR TO INSTALLATION.ALL PENETRATIONS SHALL BE FIREPROOF.ROUTE is „ „ „ to It „ „ UP NEAREST FURRED OUT WALL OR COLUMN(TYPICAL). THE CONTRACTOR SHALL CONTACT THE ARCHITECT,ENGINEER OR OWNER Project No. 14411052 D b C d PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE 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 MASTER 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: 10-27-14 NTS 11 PROVIDE FLOOR MOUNTED DUPLEX RECEPTACLE WITH STAINLESS STEEL BOX, COST. Drawn By: BDB BRUSHED ALUMINUM COVER AND ALL ACCESSORIES AS REQUIRED TO COMPLETE. COORDINATE THE EXACT LOCATION WITH THE ARCHITECTURAL DRAWINGS. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL Checked By: DFG CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS g 1 HOME RUN THRU 2-POLE CONTACTOR CONTROLLED BY SWITCH"cl”. FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING Drawing No. © 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 Architect RH SWEERS II FF EE DD CC PROPRIETOR RH SWEERS ARCHITECT rhs@sweersarch.com OREGON LICENSE NO.:4014 I I I 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 TWO ONE TWO 45 West 21st Street, Suite 403 _ _ _ _ New York, New York 10010 T T 212.904.0432 F 212.904.0433 F4 3 M1F MEP Engineer 1 M-ENGINEERING OTOTA : T 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 10 XW LP-19 F3 X 4 F (614)839-4639 FX: (614)839-2222 ) F4X21 F 0 I (M Lighting 10 TA L: HENNESSY DESIGN xC (18'-0" ( C) PO BOX 42162 PORTLAND, OR 97242 0s - (888)358-6368x101 (503)583-8907 LP-5 10 EM Consultant C3 C3 O d 6 LP- 13 C2 / 4T TA L: 3 Seal IT (18- �a�D Pt$®� 11 O XW 59 75P - 10 10 C2FL C3 0 C3 M/EM M/EM O I ✓ OREGCly q L -15 �q` �12, 199 s GCO) Ocl dy Lc2 P�31 OCT 2 7 2014 C3 I AW 5 I O LP-17 —__ --- No. Date Issued By C2 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. O 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. LIGHTING PLAN 1/4"=1'-0" Key Plan/Ground Floor MICHAEL KORS '^P=" SPACE#G06 4,523 S.F. DICIC9 SPORTNO SEE SHEET E400 FOR POWER SYMBOL LEGEND " NORWOM 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) CDM2OTM/830 M MERCURY 4' INDUSTRIAL CHAIN HUNG (OR SURFACE MERCURY (2) F32T8/730 N(@ Bl =8 INTERIOR ADJUSTABLE ACCENT LIGHT; NARROW CYLT20MMEWTMTG- 120 26 METAL HALIDE,3000K M/EM ® MTD WHERE REQ'D.) 2 LAMP T8 OCTRON FLUORESCENT MIET6-232OCT-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) F14T5/730 MICHAEL KORS C2FL SEMI-RECESSED 2 LAMP METAL HALIDE INTERIOR CYLSR220MMEWT120- 120 56 METAL HALIDE,3000K M1 ❑ MERCURY 2xT 2 LAMP 14W TL ACRYLIC LAYIN MERCURY 120 28 FLUORESCENT,3000K ADJUSTABLE ACCENT LIGHT; WIDE FLOOD WFWFWT 12,000 HRS FLUORESCENT 120V ELEC BALLAST, WHITE 34E214T5-9AELBUNI 20,000HRS REFERENCE ONLY WASHINGTON SQUARE, SPACE # G06 AMERLUX AMERLUX (3) CDM20TM/830 MERCURY (2) F14T5/730 NOT APPROVED WITH THIS PERMIT MERCURY 2x2 2 LAMP 14W T5 ACRYLIC LAYIN FLUORESCENT,3000K 9620 SW WASHINGTON SQ. RD. C3 SEMI-RECESSED 3 LAMP METAL HALIDE INTERIOR CYLSR320MMEWT120- 120 78 METAL HALIDE,3000K Ml F FLUORESCENT 120V ELEC BALLAST WITH FLANGE KIT 34E214T5-9AELBUNI/ 120 28 FIELD VERIFY ALL CONDITIONS ADJUSTABLE ACCENT LIGHT; NARROW FLOOD NFNFNFWT 12,000 HRS FK-22 20,000HRS PORTLAND, OREGON 97223 ENCORE LIGHTING (2) 50W MR 16 AMERLUX Drawing Title EM �7 MIRAGE SERIES 2 LIGHT 5OW MR 16 CONCEALED ENCORE LIGHTING 120 100 HALOGEN,3000K, R2 Q 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 :R/WR-1-* 120 3.5 LED (INTEGRAL) R2/EM O EMERGENCY BATTERY BACKUP HDL-HP-S-20-LED-2- 120 20 3000K CONDITIONS. LETTERS, BLADE/ARROWS AS REQUIRED 120 (EM) THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER FLUORSCENT T5, SPECTRUM Project No. 14411052 _ 8W JESCO SLEEK PLUS ADJUSTABLE T5 3-WIRE JESCO SPECTRUM LIGHTING INTEGRAL LED PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE Fl 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. Scale: AS NOTED (INTEGRAL) ELECI/AR0224OS-MW CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER T4 14W JESCO SLEEK PLUS ADJUSTABLE T5 3-WIRE JESCO , FLUORSCENT T5, T2, 1 CIRCUIT COMMERCIAL GRADE TRACK, CON-TECH LIGHTING BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS Date: 10-27-14 � F2 120 14 41 OOK,20,000 HRS COST. T6,T8 2/4/6/8 FOOT NOMINAL LENGTHS, LT-2/4/6/8-P,TRACK 120 N/A N/A Drawn By: BDB GROUNDED SG5-14/41-W (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 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 Drawing No. 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 120 12/FT LED, INTEGRAL BY F4 � GROUNDED SG5-28/41-W 120 28 4100K,20,000 HRS INTEGRAL DRIVER, AND ACCESSORIES IAS REQUIRED. 100-A-MTIADJ�120-17 MANUFACTURER,4000K NTENRENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN (INTEGRAL) Architect RH SWEERS II LEASE LINE PROPRIETOR NOTE: GC TO PROVIDE CONDUIT, PULL STRING AND COVER PLATE RH SWEERS ARCHITECT W/GROMMETTED HOLE AT DATA CABLE TERMINATION POINTS.SEE I ELECTRICAL RESPONSIBILITY SCHEDULE ARCHITECTURAL DRAWINGS FOR MANAGER DESK DETAILS& I rhs@sweersarch.com OUTLET LOCATIONS. LANDLORD TENANT FURNISHED BY INSTALLED BY OREGON LICENSE NO.:4014 VERIFY EXACT �I U ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE _ I I ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DISTANCE IN FIELD LANDLORD'S EXISTING 3/4"EMPTY I O0 O C) DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE C) ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION CONDUIT STUBBED INTO SPACE FOR I o 01-1 J ft� J TELECOMMUNICATIONS. E.C.TO Z o wQ Z � o WQ Z Q OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. EXTEND ALL WIRING TO TENANTS I o = z w o = Q z w EQUIPMENT. E.C.TO EXTEND TO X Q v w o 0 Q REMARKS Project Coordinator QUADRUPLEX OUTLET I NEW PANEL w I- o I- 0 1 LOCATION MAIN OVERCURRENT DEVICE IN LANDLORD'S SEC. DV I ELEC TRIC ROOM • � -----©© o (4) FOUR DATA JACKS ELECTRIC SERVICE CONDUIT TO LEASE SPACE • o I ©© oo I EXISTING (4)#3/0 THWN&(1)#6 GRD. IN LRINTEJ 2" CONDUIT,VERIFY IN FIELD PRIOR TO I I ELECTRIC SERVICE FEEDERS TO LEASE SPACE • - BID. I I TO STOREFRONT SIGN TWO ONE T W O TIM- --}� METER REQUIREMENTS • I CPU I �O� I 4 POLE CONTACTOR 45 West 21st Street, Suite 403 C tc LIGHT FIXTURES AND LAMPS • • I- - -I IMONITOI� FAX TIME CLOCK New York, New York 10010 IPFIONEI L _ _ -i L _ - J A - - --- 2 POLE CONTACTOR (4)FOUR DATA JACKS EXISTING METER AND 20OA-3P r T y OUTLETS AND SWITCHES • • T 212.904.0432 F 212.904.0433 FILE DISCONNECT SWITCH AND FUSES I M I M /O I I NEW NEW C 2 POLE CONTACTOR _ _ _ IN EXISTING LANDLORD EQUIPMENT. I `/ I GENERAL CONDUIT & WIRING • • MEP Engineer PANEL PANEL C g I I F__ ___1 VERIFY IN FIELD PRIOR TO BID. I I "HP" "LP" 4 POLE CONTACTOR ©© ©© ®o �l S I I p I o I I TELEPHONE 120/208V, 120/208V, C 2 POLE CONTACTOR TELEPHONE SERVICE CONDUIT W/ PULL WIRE • FIELD VERIFY WITH LANDLORD M-ENGINEERING II I I M I M I I BOARD 3P1,4w, 3f�,4w, 750 BROOKSEDGE BLVD.WESTERVILLE, OH 43081 I I ICPIJ<I I LANDLORD'S EXISTING. 120/208 VOLT, I I I I 200A 225 AMP C TELEPHONE CONDUIT W/ PULL WIRE • • (614)839-4639 FX:(614)839-2222 II 3 PHASE, 4 WIRE MAIN SWITCHGEAR. I I I M.C.B. M.L.O. M� CO l l Lighting QUADRUPLEX OUTLET I �/ Cp I `/ I I TELEPHONE CABLING • • HENNESSY DESIGN E.C. IS TO FURNISH AND INSTALL(4)#1 THWN AND(1) TELEPHONE EQUIPMENT • PO BOX 42162 PORTLAND, OR 97242 M 1 o I M o l l 888 358-6368x101 503 583-8907 #6 GRD. IN 1 1/2"CONDUIT. ( ) ( ) POWER AT MANAGER ' S DESK P.O.S. DATA CONDUIT A I I I I Consultant NTSI I I FLOOR P.O.S. DATA CABLING • • A POWER RISER DIAGRAM TEMPORARY UTILITY CHARGES • • *�W) NTS TENANT ELECTRICAL PANELS • • Seal S ALL TERMINATIONS SHALL BE 75° C RATED �� a1� SENSORMATIC • • O�g� N 10 TRANSFORMER TRANSFORMER N/A 598�5R� VERIFY ALL CONDITIONS IN FIELD PRIOR TO BIDS. OFM-GON- F ONtiP MICROWAVE I QUADRUPLEX OUTLET I I � I I WI I _ Panel Wiring Schedule (3-Phase) Panel Wiring Schedule (3-Phase) EQEQ © () I II I Panelboard "HP" Voltage 208Y/120 Phase 3 Options/Notes Panelboard "LP" Voltage 208Y/120 Phase 3 Options/Notes No, Date Issued By LU I I WC Panel Type NQ OCPD 200A M.C.B. Wire 4 Panel Type NQ OCPD M.L.O. Wire 4 - I I ELECTRIC LOAD SUMMARY NEMA Type 1 Mounting SURFACE Buss 225A AIC Rating 14,000 NEMA Type 1 Mounting SURFACE Buss 225A AIC Rating 10,000 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. I _ _J 208Y/120V SERVICE 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. N.E.C. NEC N.E.C. N.E.C. Ckt. Brkr. Brkr. N.E.C. N.E.C. Brkr. Brkr. Ckt. Ckt. Brkr. Brkr. N.E.C. N.E.C. Brkr. Brkr. Ckt. DESCRIPTION CONNECTED DEMAND DEMAND DEMAND F� I I I I kVA NOTES FACTOR kVA No. Zone Load Description Size Opts. kVA Phase kVA Opts. Size Load Description Zone No. No. Zone Load Description Size Opts. kVA Phase kVA Opts. Size Load Description Zone No. 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. ILOCKE13� I LIGHTING CONTINUOUS 12.678 Ill 1.25 15.848 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. I I I I I I TRACK LIGHT DEMAND ALLOWANCE - [2] - 1,678 1 SPACE - 0.000 A 8.380 2 1 SPARE 0.000 A 0.860 SF LTG d 2 I I I I I I SHOW WINDOW DEMAND ALLOWANCE - [3] - 8.550 3 SPACE - 0.000 B 9.205 125/3 PANEL"LP" 4 3 EXIT/EM/NL LO 0.660 B 0.540 SF REC d 4 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. I I I I I KIT APPLIANCE 0.000 [4) 1.00 0.000 5 SPACE - 0.000 C 8.278 6 5 c GENERAL LTG 0.268 C 0.360 LO MGR'S DESK 6 06 10-27-14 ISSUE FOR PERMIT 212 D. I I I I I I RECEPTACLES 9.025 151 - 9.025 7 SPACE - 0.000 A 3.334 8 7 c MILLWORK LTG 1.282 A 0.200 LO TELEPHONE BOARD 8 REF II I - MOTORS . - . 0.000 B 3.676 40/3 VAV-1 10 9 c MILLWORK LTG 1.140 B 0.360 Lo SECURITY SYSTEM 10 L_ _ _ - J FIXED ELECTRIC SPACE HEATING 23.766 [7] - 23.766 11 SPACE - 0.000 C 3.676 12 11 c MILLWORK LTG 1.541 C 0.360 Lo NETWORK 12 AIR CONDITIONING SYSTEM 0.000 [6],M - 0.000 13 SPACE - 0.000 A 2.000 14 13 b CEILING LTG 0.858 A 1.500 BREAK TABLE 14 ELECTRIC WATER HEATER 4.160 - 1.0 4.160 15 SPACE - 0.000 B 2.270 25/3 VAV-2 16 15 b CEILING LTG 1.014 B 0.000 SPARE 16 MISCELLANEOUS 0.000 - 1.0 1 0.000 17 SPACE - 0.000 C 2.270 18 17 a CEILING LTG 1.134 C 0.500 FLAT SCREEN TV 18 49.629 63.027 19 SPACE - 0.000 A 2.000 20 19 a CEILING LTG 1.170 A 0.540 STOCK RECEP. 20 N.E.C.DEM.KVA X 1000 = MINIMUM FEEDER AMPERAGE 21 SPACE - 0.000 B 2.270 25/3 VAV-3 22 21 CASH REGISTER LO 0.275 B 1.080 CONVENIENCE REC. 22 &POWER A T EMPLOYEE COUNTER SYS.VOLTAGE X 1.732 23 SPACE 0.000 C 2.270 24 23 CASH REGISTER LO 0.275 C 0.360 SOUND SYSTEM 24 25 SPACE - 0.000 A 0.000 SPARE 26 25 CASH REGISTER Lo 0.275 A 0.660 WATER COOLER 26 63.027 X 1000 = 174.9 AMPS 27 SPACE - 0.000 B 0.000 SPARE 28 27 CASH UTILITY REC 1.080 B 0.360 COMPUTER 28 206 x 1.732 29 SPACE - 0.000 C 0.000 SPARE 30 29 SENSORMATIC Lo 0.200 C 0.000 SPARE 30 Key Plan/Ground Floor LOAD SUMMARY NOTES: [1] POWER FACTOR IS ALREADY INCLUDED IN LIGHTING LOAD. 31 NON-SALES LTG LO 0.935 A 0.000 SPARE 32 �� MICHAEL KORS Notes Breaker Options: 33 tc DURATRAN LTG 0.616 B 0.000 SPARE 34 SPACE#G06 [2] 150VA/2FT OF LINE VOLTAGE TRACK+SUM LOW VOLTAGE XFRMS-CONNECTED LOAD All circuit breakers to be 20-Amp, 1-Pole unless otherwise noted. AS Powerlink AS Breaker 35 tc SF SIGN 1.200 C 0.000 SPARE 36 4,523 S.F. [3] 200VA/LF-ACTUAL CONNECTED LOAD ** All Phases to be balanced to within 10% using Actual Load Totals. LO Handle lock-on device 37 TIMECLOCK 0.100 A 0.000 SPARE 38 [4] KIT APPLIANCE DEMAND FACTOR PER NEC 220-56 N.E.C. Connected Totals: Ph.A 15.714 kVA ST Shunt Tri T e [5] 0.0<1oKw=100%,REMAINING-50% p yp 39 WATER HEATER 25/2 2.080 B 0.000 SPARE 40 9PCMM N.E.C. Connected Totals: Ph.B 17.421 kVA AUX Auxiliary Contacts 41 2.080 C 0.000 SPARE 42 [6] 125%OF THE LARGEST MOTOR OR COMPRESSOR IN SYSTEM APPLIED ON ONE UNIT. CRACK MOUNTED SERVER N.E.C. Connected Totals: Ph.0 16.494 kVA PA Handle Padlock Attachment 04 CABINET SUPPLIED B Y I7) USE GREATER VALUE OF THESE TWO CATEGORIES Total 49.629 kVA GFCI Ground Fault Circuit Interrupter INotes Breaker Options: OWNER AND INSTALLED E Existing Circuit to remain HACR Heating,A/C& Refrigeration * All circuit breakers to be 20-Amp, 1-Pole unless otherwise noted. AS Powerlink AS Breaker J , BY GC. GC TO PROVIDE IG Isolated Ground Circuit Connected Load: 137.8 amps SF Subfeed ** All Phases to be balanced to within 10% using Actual Load Totals. LO Handle lock-on device !� 4x8 PLYWOOD BOARD J� MOUNTED TO EXISTING NEC Demand Feeder Load: 174.9 amps AFCI Arc Fault Circuit Interrupter N.E.C. Connected Totals: Ph.A 8.380 kVA ST Shunt Trip Type N.E.C. Connected Totals: Ph.B 9.205 kVA AUX Auxiliary Contacts "«:ter OM0 2'-0" WALL AS REQ'D. N.E.C. Connected Totals: Ph.0 8.278 kVA PA Handle Padlock Attachment Muslc AMPLIFIER Total 25.863 kVA GFCI Ground Fault Circuit Interrupter E Existing Circuit to remain HACK Heating,A/C& Refrigeration 12" STEEL SHELF IG Isolated Ground Circuit Connected Load: 71.8 amps SF Subfeed ©© ©© BRACKET FURNISHED AND NEC Demand Feeder Load: 112.4 amps AFCI Arc Fault Circuit Interrupter N(@ ©© ©° INSTALLED B Y GC Project GC TO PROVIDE 1 MICHAEL KORS 2'-0" X 12" DEEP SHELF. NOTCH BACK OF SHELF WASHINGTON SQUARE, SPACE # G06 o FOR CABLE ACCESS. C? (2) QUADRAPLEX 9620 SW WASHINGTON SQ. RD. RECEPTACLES HVAC ELECTRICAL CONNECTION SCHEDULE PORTLAND, OREGON 97223 EO MOCP GROUNDED AND UNGROUNDED CONNECTION Drawing Title EQ 1'-T' EQ. UNIT VOLTAGE FLA MCA A/POLE CONDUCTORS CONDUIT SWITCH DISCONNECT AT UNIT CIRCUIT NOTES VAV -1 208V, 3 PHASE 29.70 A 30.00 A 40/3 3 #8 THWN & 1 #10 GND 3/4" INTEGRAL TO UNIT HP-8/10/12 REFERENCE ONLY ELECTRICAL SCHEDULES VAV -2 208V, 3 PHASE 18.20 A 18.50 A 25/3 3 #10 THWN & 1 #10 GND 3/4" INTEGRAL TO UNIT HP-14/16/18 NOT APPROVED WITH THIS PERMIT AND SCHEMATICS VAV -3 208V, 3 PHASE 18.20 A 1 18.50 A 1 25/3 3 #10 THWN & 1 #10 GND 3/4" INTEGRAL TO UNIT HP-20/22/24 NOTE: Project No. 14411052 Scale: AS NOTED VERIFY EXACT OVER CURRENT PROTECTION/DISCONNECT REQUIREMENTS (PER N.E.C. #440)WITH EQUIPMENT MANUFACTURER NAMEPLATE DATA UPON RECEIPT AT JOB SITE. CONTACT ENGINEER WITH ANY DISCREPANCIES. ELECTRICAL CONTRACTOR TO MAKE ALL FINAL ELECTRICAL POWER CONNECTIONS. Date: 10-27-14 Drawn By: BDB &ME.DIA SHELF & SER ER CABINET Checked By: DFG Drawing No. Architect ELECTRICAL SPECIFICATIONS POWER SYMBOL LEGEND RH SWEERS II GENERAL CONDITIONS: PANELBOARDS AND SAFETY SWITCHES: LIGHTING CONTACTOR AND TIMER SWITCHES: PROPRIETOR A. THE REQUIREMENTS AS SET FORTH UNDER GENERAL CONDITIONS, E. LEAVE A #10 AWG PULL WIRE OR NYLON PULL STRING IN ALL A. PROVIDE BRANCH CIRCUIT PANELS WHICH SHALL BE OF THE BOLTED A. CONTACTORS FOR CONTROL OF LIGHTING AND SIGNS SHALL BE SYMBOL DESCRIPTION RH SWEERS ARCHITECT INSTRUCTIONS TO BIDDERS AND GENERAL REQUIREMENTS ARE A EMPTY CONDUITS. CIRCUIT BREAKER TYPE WITH SOLID COPPER BUSSING FULL SIZED SQUARE "D", CLASS 8903, TYPE "L", ELECTRICALLY HELD. GROUNDED 20 AMP DUPLEX RECEPTACLE MOUNTED. rhs@sweersarch.com PART OF THIS CONTRACT. NEUTRAL, 25% GROUND BUSSING, OVERALL HINGED/LOCKABLE DOOR, EQUIVALENT PRODUCTS BY OTHER MANUFACTURERS ARE PERMITTED. TT HORIZONTALLY AT I5"AFF F. SECURE ALL RACEWAYS TO THE BUILDING STRUCTURE IN A RIGID AND TYPEWRITTEN DIRECTORY INSIDE DOOR. ALL SERVICE OREGON LICENSE NO.:4014 B. BIDS SHALL BE BASED ON A COMPLETE/FULL SET OF DRAWINGS. AND SECURE MANNER, USING FASTENERS SUCH AS "CADDY CLIPS" ENTRANCE EQUIPMENT SHALL BEAR THE MANUFACTURER'S LABEL OR EQUAL. WHICH SHALL STATE THAT THE EQUIPMENT IS RATED FOR SERVICE B. ELECTRONIC DIGITAL TIME SWITCHES SHALL BE USED FOR CONTROL C. CONTRACTOR MUST READ THE ENTIRE SPECIFICATIONS COVERING ENTRANCE APPLICATION IN ACCORDANCE WITH N.E.C. #230-70. OF SHOW WINDOW LIGHTING, SIGNS, AND IF REQUIRED/DESIREDGFI GROUND FAULT INDICATOR 20A DUPLEX RECEPTACLE. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE OTHER BRANCHES OF WORK AND IS RESPONSIBLE FOR G. FLASH AND COUNTERFLASH ALL RACEWAYS WHICH PENETRATE THE LOAD BALANCE ALL ELECTRICAL PHASES AT PANELS AND OTHER LIGHTING. THE ELECTRONIC DIGITAL TIMER SHALL BE A DUPLICATED.USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE THISFOR THE COORDINATION OF THE WORK WITH WORK PERFORMED BY ROOF OR USE PITCH POCKETS. INSURE THAT PENETRATIONS ARE SWITCHBOARDS. TWO AND THREE POLE BREAKERS SHALL BE COMMON TORK MODEL DWZ100B OR EQUIVALENT WITH A 7—DAY FORMAT, OFTHIEPROJECTDNAMED HEREIN AND SEHALLONOT BE USED BY ANYOTHERON OTHER TRADES. COMPLETELY WEATHERPROOF. ALL RACEWAY SYSTEMS EXPOSED TO TRIP TYPE. WHEN USED AS SWITCHES IN 120V. AND 277V. 365 DAY ADVANCED HOLIDAY SCHEDULE, CAPABLE OF DIFFERENT ® ISOLATED GROUND 20 AMP DUPLEX RECEPTACLE. CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. THE WEATHER SHALL BE WEATHERPROOF. PRIOR APPROVAL BY LIGHTING CIRCUITS, FURNISH TYPE "SWD" BREAKERS IN SETTINGS EACH DAY OF THE WEEK, AND HAVE AN ASTRONOMIC I®I (ORANGE)-DEDICATED OUTLET SCOPE OF WORK: LANDLORD IS REQUIRED TO ADD ADDITIONAL EQUIPMENT LOADS TO ACCORDANCE WITH N.E.C. #240-83B. SQUARE D OR EQUAL BY FEATURE. Project Coordinator STRUCTURE OR TO MAKE HOLES IN EXISTING ROOF. NOTIFY SIEMENS ITE, CUTLER—HAMMER, OR GENERAL ELECTRIC (OR A. CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING. BIDS SHALL LANDLORD'S ROOFING CONTRACTOR AT LEAST 72 HOURS PRIOR TO APPROVED EQUAL). INSTALLATION: GROUNDED 20 AMP QUADRAPLEX RECEPTACLE MTD.AT 15"AFF SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS. ANY REQUIRED ROOF WORK. If U.O.N. ALL REQUIREMENTS INCLUDING MODIFICATIONS WHICH ARE A. ALL ELECTRIC WORK SHALL BE INSTALLED SO AS TO BE READILY REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND B. PROVIDE SAFETY AND DISCONNECT SWITCHES, FUSED OR NONFUSED, ACCESSIBLE FOR OPERATING SERVICING MAINTAINING AND SPECIFICATIONS ARE TO BE OBTAINED BY ELECTRICAL CONTRACTOR AS CALLED FOR ON DRAWINGS AND AS REQUIRED BY CODE. (FUSES FLUSH CEILING MOUNTED GROUNDED 20 AMP DUPLEX PRIOR TO AND INCLUDED IN BID PRICE. FIELD VERIFY ALL AS MANUFACTURED BY BUSSMAN, CHASE SHAWMREPAIRING. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEELUT, ECONOMY FUSE SUCH AS CHANNELS, RODS, ETC., NECESSARY FOR THE SF RECEPTACLE T EXISTING ELECTRICAL AND TELEPHONE EQUIPMENT, LOCATIONS, WIRE: CO., OR LITTLE FUSE CO. ARE ACCEPTABLE). DISCONNECT SWITCHES INSTALLATION N WORK AND SHALL BE FASTENED TO BUILDING 1 W O 0 N E T W 0 CONDITIONS ETC. FAILURE TO VISIT THE SITE SHALL NOT THAT ARE INSTALLED AT AIR CONDITIONING EQUIPMENT, HEAT PUMPS, STEEL, CONCRETE OR MASONRY, BUT NOT PIPING T DUCTWORK. AT FLOOR DISPLAY CABINETS-FLUSH FLOOR MOUNTED, RELIEVE THE CONTRACTOR FROM ANY RESPONSIBILITY IN THE A. WIRE SHALL BE SINGLE CONDUCTOR COPPER WITH 600 VOLT ETC SHALL BE FUSED IN ACCORDANCE WITH THE EQUIPMENT'S NAME ALL CONDUIT SHALL BE CONCEALED WHEREVER POSSIBLE. EXPOSED O GROUNDED IS AMP DUPLEX RECEPTACLE.SPECIFICATION: PERFORMANCE OF THE ELECTRICAL WORK. INSULATION. MINIMUM WIRE SIZE SHALL BE #12 AWG, ALL WIRE PLATE REQUIREMENTS PER N.E.C. 440-21 & 110-3B. SWITCHES CONDUITS SHALL LL IN STRAIGHT LINES PARALLEL WITH . X HUBBELL D 20 A9 WITH BRUSHED ALUMINUM COVER TION: . 45 West 21St Street, Suite 403 AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO THE SITE IN SHALL BE HEAVY DUTY, QUICK MAKE/QUICK BREAK TYPE, FUSIBLE OR RIGHT ANGLES TO COLUMN LINES OR BEAMS AND SEPARATED AT New York, New York 10010 B. FURNISH ALL LABOR, MATERIALS, TESTING, EQUIPMENT, UNBROKEN PACKAGES. ALL WIRING OF ANY TYPE SHALL BE IN NON—FUSIBLE, WEATHERPROOF AS INDICATED ON THE DRAWINGS, OR LEAST 3 INCHES FROM WATER LINES WHEREVER THEY RUN INCIDENTALS AND TOOLS TO PERFORM ELECTRICAL WORK SHOWN, CONDUIT. NO STRANDED WIRE ALLOWED FOR #10 AND #12 AWG AS REQUIRED BY LOCAL CODES. LOAD AND HORSEPOWER RATED AS JUNCTION BOX MOUNTED ABOVE CEILING T 212.904.0432 F 212.904.0433 ALONGSIDE OR ACROSS SUCH LINES. ALL CONDUCTORS SHALL BE MANUFACTURED BY SQUARE D, SIEMENS ITE, CUTLER HAMMER, OR O NOTED OR SCHEDULED FOR A COMPLETE AND FINISHED SIZES. (INCREASE CONDUCTOR BY ONE SIZE FOR EVERY 150' O DUCTS OR OTHER CODE APPROVED RACEWAYS. INSTALLATION. INCREMENT OF DISTANCE FROM THE PANEL BOARD FOR 120 VOLT GENERAL ELECTRIC (OR APPROVED EQUAL). IN CONDUIT, MEP Engineer CIRCUITS.) JUNCTION 1. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL J (X)W SHELVING.BE..C1T00000RD.JU CTONBIOXANDWHIPINETSAND B. ALL LINE AND LOW VOLTAGE POWER AND CONTROL WIRING (EXCEPT M—ENGINEERING COMPONENTS THEREOF, SHALL BE NEW AND AS SUCH APPEAR ON 1. GENERAL WIRING SHALL BE THW OR THHN. (ALUMINUM HVAC LOW VOLTAGE WIRING) INCLUDING CONNECTIONS TO MOTORS LOCATIONS AND CONNECTIONS WITHIN CABINET W/MILLWORK 750 BROOKSEDGE BLVD.WESTERVILLE, OH 43081 THE UNDERWRITERS LABORATORIES LIST OF APPROVED ITEMS CONDUCTORS ARE NOT PERMITTED.) C. MANUAL MOTOR STARTERS WITH OVERLOAD PROTECTION MAY BE USED DAMPERS, INTERLOCKING, ETC., SHALL BE PROVIDED BY THEGGAIT-RAGTO (614)839-4639 FX:(614)839-2222 AND SHALL BE SIZED IN CONFORMITY WITH REQUIREMENTS OF FOR FRACTIONAL HORSEPOWER MOTORS THAT DO NOT REQUIRE ELECTRICAL CONTRACTOR. (ALL LINE VOLTAGE WIRING, CONDUIT, FLOOR MOUNTED JUNCTION BOX WITH POWER WHIPS TO THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND AUXILIARY CONTROL. SINGLE PHASE STARTERS SHALL BE SQUARE AND FINAL CONNECTIONS FROM THE POWER SOURCE THRU THE MILLWORK CABINETRY-COORDINATE WITH MILLWORKER AS Lighting OTHER APPLICABLE CODES, WHICHEVER ARE MORE STRINGENT. B. WIRE CONNECTORS SHALL BE EQUAL TO SCOTCHLOCK FOR #8 AND D OR EQUAL. THREE PHASE STARTERS SHALL BE PROVIDED WITH STARTER/DISCONNECT ETC. TO THE MOTOR OR EQUIPMENT IS THE REQUIRED HENNESSY DESIGN SMALLER, AND EQUAL TO T & B "LOCK—TITE" FOR #6 AND LARGER. OVERLOAD DEVICE IN EACH PHASE MATCHED TO MOTOR NAMEPLATE RESPONSIBILITY OR THE ELECTRICAL CONTRACTOR. ALL HVAC C. THE WORK IS TO BE IN ACCORDANCE WITH THE LATEST EDITION OF RATING. MAGNETIC MOTOR STARTERS (MINIMUM SIZE #1) SHALL RELATED LOW VOLTAGE CONTROL WIRING, CONDUIT AND FINAL PO BOX 42162 PORTLAND, OR 97242 THE NEC AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES. C. THE USE OF SHARED NEUTRALS IS ACCEPTABLE FOR LIGHTING AND BE USED FOR ALL SINGLE PHASE AND THREE PHASE MOTORS RATED CONNECTIONS IS THE RESPONSIBILITY OF THE 0 TRANSFORMER AT CEILING IN STOCKROOM FOR BUZZER 888 358-6368x101 (503 583-8907 RECEPTACLE CIRCUITS IF INSTALLED IN ACCORDANCE WITH N.E.C. ABOVE 1/2 HP OR THAT REQUIRE AUXILIARY CONTROL. PROVIDE MECHANICAL/TEMPERATURE CONTROL CONTRACTOR, UNLESS SYSTEM. ( ) ) D. INCLUDE ANY LABOR AND MATERIALS NOT SPECIFICALLY310, AND LOCAL CODES. CONTROL DEVICES (CONTACTS TRANSFORMERS ETC.) IN STARTERS # � OTHERWISE NOTED ON THE PLANS). Consultant MENTIONED, BUT NECESSARY TO PROVIDE A COMPLETE AND FULLY AS REQUIRED FOR INTERLOCKS, COORDINATE WITH MECHANICAL DOOR CHIME AT CEILING IN STOCKROOM&IN CASHWRAP OPERATIVE ELECTRICAL SYSTEMS. D. ALL WIRING TO BE COLOR CODED AS FOLLOWS: AND/OR TEMPERATURE CONTROL CONTRACTORS. COMBINATION C. THE ELECTRICAL CONTRACTOR SHALL DO ALL CUTTING, CHASING OR © FIXTURE FOR BUZZER SYSTEM. STARTERS, WHEN USED, SHALL CONTAIN FUSIBLE SWITCHES. CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THE PERMITS: 120f208 VOLT SYSTEM 277f480 VOLT SYSTEM ELECTRICAL DIVISION, ANY CUTTING SHALL HAVE PRIOR APPROVAL NEUTRAL — WHITE NEUTRAL — WHITE WITH TRACER OR GRAY EOF ELTHE LANDLORDSLEEVES SHALL EXTEND AT LEAST TWO (2") D PUSH BELL BUTTON 'NUTONE' LOCATED AT STOCKROOM DOOR . A. SECURE AND PAY FOR ALL REQUIRED PERMITS, FEES, ASSESMENTS PHASE A OR L1—BLACK PHASE A OR L1 — BROWN ❑ FOR BUZZER SYSTEM. INCHES ABOVE FINISHED FLOOR AND ALL SLEEVES, OPENINGS, AND INSPECTION CERTIFICATES THAT RELATE TO THE ELECTRICAL PHASE B OR L2—RED PHASE B OR L2—ORANGE PHASE C OR L3—BLUE PHASE C OR L3—YELLOW BOXESETC., THROUGH FIRE RATED WALLS AND FLOORS SHALL BE FIRE Seal : �� �• CONTRACT. SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" GROUND—GREEN GROUND—GREEN WITH TRACER FIRE RATED SEALANTS OR EQUAL BY HILTI AFTER CONDUIT CABLES Ch '� A. OUTLET BOXES AND COVERS SHALL BE GALVANIZED, ONE—PIECE INSTALLATION SO AS TO RETAIN THE FIRE RATING. / B® JUNCTION BOX FOR COMPUTER CABLES. ��v 59875PE TrB. FURNISH APPROVED CERTIFICATE OF FINAL INSPECTION, AND TURN PRESSED STEEL KNOCKOUT. OVER TO OWNER AT COMPLETION OF PROJECT. B. JUNCTION, PULL BOXES AND COVERS SHALL BE GALVANIZED STEEL, D. THE ELECTRICAL CONTRACTORS, INSOFAR AS THE WORK IS LIGHTING: CODE GAUGE SIZECONCERNED, SHALL AT ALL TIMES KEEP THE PREMISES IN A NEAT � JBL CONTROL 26T FLUSH/RECESSED WHITE SPEAKERS S.B.O. . DRAWINGS AND SPECIFICATIONS: INSTALLED BY G.C. -CEILING MOUNTED ✓ ct AND ORDERLY CONDITION AND, AT THE COMPLETION OF THE WORK, p '�N• 14q A. LIGHTING FIXTURES AND LAMPS SHALL BE FURNISHED AS C. INSTALL BOXES RIGIDLY ON BUILDING STRUCTURE AND SUPPORT SHALL PROPERLY CLEAN UP AND CART AWAY ANY DEBRIS AND OF ONZP�� A. THIS ELECTRICAL PLANS ARE DIAGRAMMATIC, NOT SHOWING EVERY SCHEDULED ON THE LIGHTING FIXTURE SCHEDULE. FLUORESCENT INDEPENDENTLY OF THE CONDUIT SYSTEM. ALSO PROVIDE EXCESS MATERIAL. FLUSH WALL MOUNTED OR CABINET MOUNTED COMBINATION OCT 2 7 2014 ITEM IN EXACT LOCATION OR DETAIL. MEASUREMENTS AND FIXTURES SHALL HAVE HPF BALLASTS WITH EFFICIENCY FACTORS TEUDATA RECEPTACLE MTD. 18"AFF U.O.N.W/JUNCTION BOX LOCATIONS MUST BE FIELD VERIFIED AND COORDINATED WITH IN ACCORDANCE WITH LOCALLY ADOPTED ENERGY CODE. SUITABLE/PROPER BOX EXTENSIONS TO EXTEND BOXES TO FINISHED ARCHITECTURAL, PLUMBING, HVAC, FIRE PROTECTION, FIRE ALARM, FACES OF WALLS ETC. ALL OUTLET BOXES TO HAVE SUITABLE E. THE FOLLOWING EQUIPMENT SHALL BE IDENTIFIED WITH ENGRAVED AND CONDUIT STUB UP TO 6"ABOVE DRYWALL W/DRAG LINE. STRUCTURAL, AND OTHER BUILDING DRAWINGS. B. LIGHT FIXTURES SHALL BE SUPPORTED FROM THE BUILDING BLOCKING BEHIND THEM TO MINIMIZE THE DEFLECTION THAT BAKELITE NAMEPLATES AS TO NAME AND/OR FUNCTION; STRUCTURAL VIA ALL THREAD AND UNI—STRUT, AND NOT SUPPORTED BY OCCURS WHEN PLUGGING/UNPLUGGING INTO THESE DEVICES. DISTRIBUTION PANELS, LIGHTING PANELS, MOTOR STARTERS AND FLUSH WALL MOUNTED DOUBLE JACK DATA CABLES/FAX LINE SHOP DRAWINGS: CEILING SYSTEM. DISCONNECT SWITCHES. NAMEPLATES TO BE APPROXIMATELY 1" X Q RECEPTACLE MTD. 18"AFF W/JUNCTION BOX AND CONDUIT STUB D. WHERE A 277 VOLT LIGHT SWITCH IS GANGED WITH A 120 VOLT 2" IN SIZE AND BE FASTENED WITH POP RIVETS OR SCREWS. UP TO 6"ABOVE DRYWALL W/DRAG LINE. A. SUBMIT FIVE COPIES OF MATERIAL LISTS AND SHOP DRAWINGS FOR RECEPTACLE PROVIDE A SUITABLE DIVIDER OR SEPARATE JUNCTIONBOXES IN ACCORDANCE WITH NEC AND LOCAL CODESFTHE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE FLUSH WALL MOUNTED DOUBLE JACK TELEPHONE RECEPTACLE . F.MAJOR EQUIPMENT TO THE OWNER'S CONSTRUCTION MANAGER FOR DRAWINGS ARE APPROXIMATE AND THE ARCHITECT/TENANT MTD. 18"AFF W/JUNCTION BOX AND CONDUIT STUB UP TO 6" TENANT APPROVAL PRIOR TO ORDERING EQUIPMENT. CONTRACTOR SHALL WIRED GROUND SYSTEM: CONSTRUCTION MANAGER SHALL HAVE THE RIGHT TRELOCATE ANY ABOVE DRYWALL W/DRAG LINE. SUBMIT SHOP DRAWINGS EARLY ENOUGH IN PROJECT TO ALLOW No. Date Issued By AMPLE TIME FOR OWNER'S REVIEW WITHOUT CAUSING TIME DELAYS A. FURNISH AND INSTALL A COMPLETE WIRED GROUNDING SYSTEM FOR OUTLETS OR FIXTURES BEFORE THEY ARE INSTALLED WITHOUT OR CONFLICTS IN THE JOB PROGRESS. SUBMITTALS SHALL BE IN ELECTRICAL EQUIPMENT AND CIRCUITS AS SHOWN ON THE DRAWINGS ADDITIONAL COST. FIRE ALARM HORN/STROBE LIGHT MTD.AT 80"A.F.F. 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 1212 D. ACCORDANCE WITH GENERAL CONDITIONS AND THE MANUFACTURERS AND DESCRIBED GENERALLY BELOW. SERVICES: 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. LISTED ON THE DRAWINGS AND SHALL BEAR THE STAMP OF THE G. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN CONTRACTOR SHOWING THAT HE HAS REVIEWED AND APPROVED THEM B. ALL GROUNDING CONDUCTORS SHALL BE GREEN, WHERE EXPOSED IN A. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE FROM THE WORK AS THE JOB PROGRESSES, AND TURN THIS "AS BUILT" ,� 03 10-16-14 2ND SCHEMATIC SET(REVISED) 212 D. AND THAT THEY ARE IN CONFORMANCE WITH THE CONTRACT PANEL, SWITCHBOARD, OUTLET, BOXES, ETC. LANDLORD'S DESIGNATED LOCATION AND PROVIDE LIGHTING, POWER INFORMATION OVER TO THE OWNER AT THE COMPLETION OF THE I F 1� FIRE ALARM STROBE LIGHT ONLY, MTD.AT 80"A.F.F. DRAWINGS. LACK OF SUCH CONTRACTOR'S APPROVAL WILL BE AND WIRING AS REQUIRED TO FACILITATE APPLICABLE TEMPORARY PROJECT. `—'r 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. CAUSE FOR REJECTION WITHOUT REVIEW BY THE OWNER. C. ALL ENCLOSURES AND NON—CURRENT CARRYING METALS TO BE NEEDS, AND FURNISH EXTENSION CORDS. ANY TEMPORARY 05 10-27-14 ISSUE FOR FINAL LL REVIEW 212 D. GROUNDED. CONDUIT SYSTEM TO BE ELECTRICALLY CONTINUOUS. WIRING, FUSES, ETC., SHALL BE REMOVED UPON H. ELECTRICAL CONTRACTOR SHALL PROTECT ALL FIXTURES/EQUIPMENT B. WHERE TRADE NAMES, BRANDS OF MANUFACTURERS OF EQUIPMENT OR ALL LOCK NUTS MUST CUT THROUGH ENAMELED OR PAINTED COMPLETION OF THE PROJECT. PROVIDE GROUND FAULT AGAINST DAMAGE FROM LEAKS, ABUSE, ETC., AND PAY COST OF ❑F FLUSH MOUNTED MANUAL FIRE ALARM PULL STATION 06 10-27-14 ISSUE FOR PERMIT 212 D. MATERIALS ARE SHOWN ON THE DRAWINGS OR SPECIFICATIONS THE SURFACES ON ENCLOSURES. WHERE ENCLOSURES AND NON—CURRENT PROTECTION AS REQUIRED BY N.E.C. AND LOCAL CODES. REPAIR OR REPLACEMENT OF FIXTURES OR EQUIPMENT MADE EXACT EQUIPMENT SHALL BE USED ON THE PROJECT. THE USE OF CARRYING METALS ARE ISOLATED FROM THE CONDUIT SYSTEM, USE NECESSARY BY FAILURE TO PROVIDE SUITABLE SAFEGUARDS OR ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO BONDING JUMPERS WITH APPROVED CLAMPS. PROTECTION. REMOVAL/REPLACEMENT AT THE REQUEST OF THE OWNER'S B. PROVIDE ELECTRICAL SERVICE AS SHOWN ON THE DRAWINGS, FIELD FB FIRE ALARM BELL CONSTRUCTION MANAGER (AT THE ELECTRICAL CONTRACTORS VERIFY EXACT REQUIREMENTS PRIOR TO BIDS. ALL WORK NOT I. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL EXPENSE). D. RUN A SEPARATE GROUNDING CONDUCTOR IN EACH CONDUIT, #12 SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR POWER CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING MINIMUM, OR AS SHOWN ON DRAWINGS. FOR PANEL FEEDERS BOND COMPANY SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. SYSTEM. AFTER ALL EQUIPMENT HAS BEEN INSPECTED AND FIRE EXTINGUISHER-GC TO PROVIDE QUANTITY REQUIRED PER CONDUITS: THE GROUNDING CONDUCTOR TO THE CONDUIT, WHERE ENTERING AND CLOSELY COORDINATE ENTIRE INSTALLATION WITH LANDLORD AND APPROVED, THOROUGHLY CLEAN ALL EQUIPMENT PROVIDED UNDER FE LOCAL CODES LEAVING THE CONDUIT. ALL GROUND CLAMPS SHALL BE PENN— POWER COMPANY AS REQUIRED. (PROVIDE EQUIPMENT THAT IS THIS WORK JUST PRIOR TO COMPLETION OF PROJECT. A. CONDUIT SHALL BE STANDARD STEEL RIGID, IMC OR EMT (THIN UNION OR EQUAL, SIMILAR TO "GPL" TYPE. CONDUIT GROUND COMPATIBLE WITH AVAILABLE FAULT CURRENT LEVELS, PROVIDE WALL) ACCORDING TO LOCAL CODE AND LANDLORD REQUIREMENTS. BUSHINGS SHALL BE THOMAS & BETTS OR EQUAL, SIMILAR TO "CABLE LIMITERS" IF NECESSARY FOR SYSTEM COORDINATION). J. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ANY/ALL THERMOSTAT-WHITE LOCATED AS PER CODE A.F.F. SEE CONDUIT SHALL BE CONCEALED IN FINISHED AREAS, EXCEPT AS # ' 3800 SERIES WITH NYLON INSULATED THROAT. FIELD VERIFY EXACT TYPE SIZE LOCATION 'REQUIREMENTS NECESSARY ELECTRICAL DEMOLITION WORK THAT IS REQUIRED TO MECHANICAL DWGS, IF LOCATIONS CONFLICT WITH T ARCHITECTURAL, CONTACT OWNER PROJECT MANAGER FOR Key Plan/Ground Floor OTHERWISE APPROVED BY ARCHITECT. EMT CONNECTIONS SHALL BE ETC. OF EXISTING POWER AND TELEPHONE FACILITIES PRIOR TO FACILITATE THE NEW INSTALLATION, FIELD COORDINATE PRIOR TO COMPRESSION OR SET SCREW TYPE. E. ALL DEVICES SHALL BE BONDED TO THE CONDUIT SYSTEM. USE A BIDDING PROJECT. BIDS. REMOVE AND/OR MODIFY EQUIPMENT, ETC. AS REQUIRED MICHAEL KORS BONDING JUMPER BETWEEN THE OUTLET BOX AND THE DEVICE FOR A COMPLETE INSTALLATION. ANY EQUIPMENT OR DEVICE T REMOTE SENSOR-WHITE LOCATED AS PER CODE A.F.F. SEE SPACE#G06 GROUNDING TERMINAL. METAL—TO—METAL CONTACT BETWEEN THE REMAINING IN USE AFTER PART OF THE EQUIPMENT OR DEVICES O MECHANICAL DWGS, IF LOCATIONS CONFLICT WITH 4,523 S.F. B. FLEXIBLE CONDUIT OR TYPE MC CABLE SHALL BE USED FOR FINAL DEVICE YOKE AND THE OUTLET BOX IS NOT ACCEPTABLE AS A BOND C. MAKE PROVISIONS FOR NEW TELEPHONE SERVICE AS REQUIRED AND HAVE BEEN REMOVED ARE TO BE RECONNECTED TO EXISTING OR NEW ARCHITECTURAL, CONTACT OWNER PROJECT MANAGER FOR CONNECTIONS TO LIGHT FIXTURES, MOTORS AND VIBRATING FOR EITHER SURFACE MOUNTED BOXES OR FLUSH TYPE BOXES. ALL AS INDICATED ON THE DRAWINGS. CIRCUITS AND LEFT IN WORKING ORDER. FEEDERS TO PANELS AND g EQUIPMENT ONLY; AND WHERE SO USED TO BE GROUNDED WITH A SHOPPER TRACK LOCATION W/CAT 5 CABLE 10'-0"COILED @ EACH ePORT SEPARATE FULL SIZED GREEN GROUNDING CONDUCTOR. FINAL TYPE JUNCTION BOXES, OUTLET BOXES AND PULL BOXES SHALL BE WIRING TO OTHER EQUIPMENT TO BE ROUTED CONCEALED IN BONDED TO THE CONDUIT SYSTEM. ALL FLEXIBLE CONDUIT SHALL DCONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION WITHIN TENANT'S FINISHED AREAS. COORDINATE ANY DISRUPTION OF ELECTRICAL ST END,TO TELEPHONE BOARD IN CONDUIT PER LOCAL CODES MC/FLEX CONNECTIONS SHALL BE LIMITED TO 6'-0" IN LENGTH. D.BE JUMPERED WITH A GROUND CONDUCTOR. CENTERED AT DOOR. LOCATE J-BOX IN CEILING. (ARRANGE CIRCUITS SO AS TO AVOID THE USE OF JUNCTION BOXES PREMISES SHALL BE PROVIDED AS REQUIRED FOR A COMPLETE OR TELEPHONE SERVICES WITH LANDLORD AND TENANT ABOVE DRYWALL CEILING AREAS, JUNCTION BOXES LOCATED ABOVE TELEPHONE SYSTEM. OUTLET BOXES SHALL BE 4" SQUARE CONSTRUCTION MANAGER TO AVOID CONFLICTS. J LAY—IN CEILINGS ARE ACCEPTABLE.) MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. SEC SECURITY CONTROL PANEL I CLOSELY FIELD COORDINATE WITH TENANTS CONSTRUCTION MANAGER GUARANTEE: D WIRE DEVICES: TO AVOID CONFLICTS. A. MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED NORdTROM 1. MINIMUM SIZES OF CONDUITS SHALL BE 3/4" FOR STANDARD FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. CONDUIT, AND 1/2" FOR FLEX CONDUIT (1/2" STANDARD A. COLOR OF WIRING DEVICES AND COVERPLATES SHALL BE SELECTED DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED TEL TELEPHONE PANEL TTOT APPROVED WITH THIS PEIQ 11T CONDUIT AND 3/8" MC CABLE MAY BE USED AS SPECIFIED BY ARCHITECT. (SEE PLAN NOTES FOR ADDITIONAL ABOVE, IF ACCEPTABLE WITH LANDLORD AND LOCAL CODES, INFORMATION). AT THE ELECTRICAL CONTRACTOR'S EXPENSE. ELECTRICAL CONTRACTOR SHALL FIELD COORDINATE WITH STEP—DOWN TRANSFORMER: (IF APPLICABLE) LANDLORD & INSPECTION AGENCIES PRIOR TO INSTALLATION). 1. RECEPTACLES SHALL BE 20 AMP, 3—WIRE GROUNDING TYPE B. FOR THE SAME PERIOD, ELECTRICAL CONTRACTOR SHALL BE N� RESPONSIBLE FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS SMOKE DETECTOR-CEILING MOUNTED ELECTRIC METALLIC TUBING (EMT) SHALL BE GALVANIZED OR EQUAL TO HUBBELL 5362. A. PROVIDE DRY—TYPE TRANSFORMER AS MANUFACTURED BY SQUARE SD ELECTRO—GALVANIZED. FITTINGS SHALL BE SET SCREW OR "D" , HEAVY DUTY, ACME, GENERAL ELECTRIC, SIEMENS ITE OR IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED Project COMPRESSION TYPE, FITTING SHALL BE AS MANUFACTURED BY 2. SWITCHES SHALL BE 20 AMP SPECIFICATION GRADE, RATED AT OTHER EQUIVALENT MANUFACTURERS, OF THE ENCLOSED VENTILATED AND/OR INSTALLED BY THE ELECTRICAL CONTRACTOR. MICHAEL KORS REGEL, STEEL CITY, RACO, T & B, EFCOR OR EQUAL. EMT 120 OR 277 VOLT, AS REQUIRED. TYPE WITH KVA AND VOLTAGE RATINGS AS CALLED FOR ON THE FINALLY: SHALL BE USED FOR FEEDERS AND BRANCH CIRCUITS RUN DRAWINGS WITH COILS DESIGNED FOR 150 DEGREE C RISE ABOVE A WASHINGTON SQUARE, SPACE # G06 ABOVE SUSPENDED CEILINGS OR CONCEALED IN INTERIOR 3. SPECIAL DEVICES SHALL BE A SPECIFICATION GRADE. 40 DEGREE C AMBIENT WITH 100% OF RATED LOAD CONNECTED TO A. IT IS THE INTENT THAT THE FOREGOING WORK SHALL BE COMPLETE FIELD VERIFY ALL CONDITIONS 9620 SW WASHINGTON SQ. RD. PARTITIONS. THE SECONDARY, CLASS 220 DEGREE C INSULATION AND A MINIMUM IN EVERY RESPECT AND THAT ANY MATERIAL OR WORK NOT 4. FLOOR BOXES TO BE HUBBELL #B-2527/29 WITH ALUMINUM OF SIX STANDARD FULL CAPACITY TAPS (TWO ABOVE AND FOUR SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS, BUT PORTLAND, OREGON 97223 2. PAINTING OF ELECTRICAL CONDUITS, ETC., IF REQUIRED, COVER OR EQUAL BY "STEEL CITY" AND HUBBELL 5362 BELOW NORMAL). SOUND LEVEL DECIBELS SHALL BE IN DESIGN DRAWINGS ARE SCHEMATIC.THIS CONTRACTOR SHALL VISIT THE ( ) ) / NECESSARY TO FULLY COMPLETE THE WORK SHALL BE FURNISHED. SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING Drawing Title WILL BE BY GENERAL CONTRACTOR. RECEPTACLE (UNLESS OTHERWISE NOTED) ACCORDANCE WITH "NEMA" STANDARDS, AND INSTALLATION SHALL INCLUDE "KORFOUND" OR EQUAL VIBRATION—DAMPENING MOUNTS AND FIELD CONDITIONS.THIS CONTRACT SHALL INCLUDE ALL LABOR AND C. THE USE OF ROMEX OR BX IS NOT PERMITTED. 5. EQUAL BY ARROW—HART, GENERAL ELECTRIC, BRYANT, PASS & FLEXIBLE STEEL CONDUIT FOR PRIMARY AND SECONDARY MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING ELECTRICAL SEYMOUR, OR SIERRA. CONNECTIONS TO MINIMIZE SOUND TRANSMISSION. MOUNT CONDITIONS. SPECIFICATIONS D. MAXIMUM CONDUIT HANGER SPACING SHALL BE 8'-0" FOR 3/4" TRANSFORMER ON SEPARATE VIBRATION ISOLATORS. THESE ARE THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER THRU 1 1/4" AND 10'-0" FOR 1 1/2" THRU 4" CONDUITS. DO ADDITIONAL VIBRATION ISOLATORS AND ARE USED IN CONJUNCTION PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE NOT SUPPORT CONDUIT FROM THE CEILING SYSTEM. WITH ANY INTEGRAL FACTORY INSTALLED VIBRATION ISOLATORS. DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. Project No. 14411052 CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER Scale: AS NOTED BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. Date: 10-27-14 BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL Drawn By: BDB CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS Checked By: DFG FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING.THE Drawing No. CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. WATER COOLER-G.C.TO Architect PROVIDE SUPPLY LINE MAX.) FROM NEAREST (5/8" DIA. PLUMBING CODED NOTES RH SWEERS 11 EXISTING C.W. LINE IN THE PROPRIETOR SPACE.IN" TALL WITH O1 ALL WATER LINES,VENT LINES, DRAIN LINES, SPRINKLER LINE. ETC. SHALL BE FCO SHUT-OF VALVE. OFFSET BELOW PLATFORM AND CONCEALED IN WALL ABOVE PLATFORM. DO RH SWEERS ARCHITECT NOT ROUTE PIPING, ETC.THROUGH STORAGE SPACE ABOVE PLATFORM OR — - — — — ABOVE ELECTRICAL EQUIPMENT. rhs@sweersarch.com DWC O CONNECT NEW SANITARY LINE INTO THIS SPACE'S EXISTING SANITARY OREGON LICENSE NO.:4014 SERVICE. FIELD VERIFY EXACT LOCATION OF SANITARY MAIN PRIOR TO H.C. LAV BIDDING. INSTALL CLEAN OUT AT CONNECTION TO LANDLORD'S MAIN AND ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE COORDINATE LOCATION AND TYPE OF COVER REQUIRED TO MATCH FLOOR ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE 1 6 FINISH WITH CONSTRUCTION MANAGER. REFER TO STACK DIAGRAM AND DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION FID f PLUMBING SPECIFICATIONS FOR FURTHER INFORMATION. OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER f CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. CONNECT NEW VENT LINE FROM PLUMBING FIXTURES INTO THE EXISTING VENT ° LAS/ LINE. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING VENT LINE PRIOR Project Coordinator TO BIDDING. REFER TO STACK DIAGRAM AND PLUMBING SPECIFICATIONS FOR 2 FURTHER INFORMATION. O CONNECT NEW COLD WATER LINE INTO THE EXISTING COLD WATER LINE. NOTIFY CONSTRUCTION MANAGER IF TAP IS SMALLER THAN SHOWN ON RISER DIAGRAM. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR FURTHER INFORMATION. O5 FURNISH AND INSTALL WATER HAMMER ARRESTORS IN THE DOMESTIC COLD 1 T W 0 0 N E T W 0 AND HOT WATER PIPING AS SHOWN ON THE WATER RISER DIAGRAM. WATER HAMMER ARRESTORS TO BE LOCATED IN AN ACCESSIBLE LOCATION. UNITS AS 45 West 21st Street, Suite 403 MANUFACTURED BY SIOUX OR PRECISION PLUMBING PRODUCTS ARE New York, New York 10010 PLUMBING PLAN ACCEPTABLE. T 212.904.0432 F 212.904.0433 1/4"=1 -011 O6 ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH STOP VALVES TO ISOLATE EACH FIXTURE. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS MEP Engineer FOR FURTHER INFORMATION. 5 VVHA VERIFY ALL CONDITIONS IN THE FIELD BEFORE BIDDING. M-ENGINEERING 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 (614)839-4639 FX: (614)839-2222 Lighting 3/4" PLUMBING FIXTURES(HANDICAP) H E N N ESSY DESIGN WC WATER CLOSET-AMERICAN STANDARD"CADET"MODEL#2467.100 ELONGATED PO BOX 42162 PORTLAND,OR 97242 BOWL,TANK TYPE,WATER SAVER(1.1 GPF/4.2 LPF),VITREOUS CHINA 17"HIGH (888)358-6368x101 (503)583-8907 TO MEET HANDICAPPED REQUIREMENTS WITH WHITE OPEN FRONT SEAT COVER AND CHROME TRIP LEVER FLUSH. FURNISH WITH 1/2"CHROME SUPPLY Consultant TP STOP. 3/4" LAV LAVATORY-AMERICAN STANDARD"ROXALYN"MODEL#0195.073,20"x18"WALL HUNG LAVATORY. FURNISH WITH ZURN ZR1231-WSV CONCEALED ARM WALL cly HANGER, CHROME SUPPLY STOPS AND CHROME P-TRAP FOR WHEELCHAIR 1/2"TO FD. 3/4" USE. INSTALL CHICAGO#802-VE2805-665CP SELF CLOSING FAUCET W/#665 Seal PUSH HANDLES, .5 GPM AERATOR. FURNISH WITH GRID DRAIN. INSULATE WC4 3/4" P-TRAP AND SUPPLY LINES WITH 1/2"ARMAFLEX OR EQUIVALENT. MOUNT AT 1/2„ HEIGHT AS DIRECTED BY ARCHITECT. df+l. LAV WH WATER HEATER-CHRONOMITE INSTANT-FLOW MODEL SR-20L,4160 WATTS, 208V., 1 PH. TEMPERATURE RISE OF 57° F.@ 0.5 GPM FLOW RATE. %1/2 FCO FLOOR CLEAN OUT-ZURN MODEL#Z-1400 LEVEL TROL ADJUSTABLE, y `� 1 6 DURA-COATED CAST-IRON BODY,WITH GAS WATERTIGHT ABS TAPERED 60 -FE THREADED PLUG,AND ROUND SCORIATED SECURED TOP ADJUSTABLE TO-RISER FINISHED FLOOR. EQUALS BY J.R. SMITH OR WADE. NTSa, �'',ate WHA WATER HAMMER ARRESTER-SIOUX CHEIF 750 SERIES OR EQUAL BY �� ;, WH A PRECISION PLUMBING PRODUCTS, INC. ; P100 FD FLOOR DRAIN-ZURN MODEL#Z-415,3"PIPE SIZE WITH TYPE"B"POLISHED NICKEL BRONZE STRAINER.(PROVIDE WITH TRAP PRIMER IF REQUIRED BY ?iistt'`y� CODE OR SHOWN ON DRAWINGS) EQUALS BY J.R. SMITH OR WADE. J TP TRAP PRIMER-PRECISION PLUMBING PRODUCTS, INC. MODEL #P2-500 WITH JV i ADJUSTABLE FLOW RATE, INTEGRAL VACUUM BREAKER AND INTEGRAL No. Date Issued By BACKFLOW PREVENTER. MOUNT IN AN ACCESSIBLE LOCATION PER MANUFACTURERS PRINTED INSTRUCTIONS. 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. 21' 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. 2" 06 10-27-14 ISSUE FOR PERMIT 212 D. i 2" t,Ftir 3 1 1/2" FCO WC 1 1/2" 4 FD 4" LAV O Lo 4" COLD WATER 3„ STOP VALVE 1/2"TO TP. ` Key Plan/Ground Floor 0 1 1/2" MICHAEL KORS VVHJT--' SPACE#G06 4,523 S.F. J-BOX(BY ELEC. O4' CONTRACTOR) �KM° 1 STACK NTS FINISHED FLOOR 4" 6 NORDSTROI A WATER HEATER SCHEMATIC NTS REFERENCE ONLY NOT APPROVED WITH THIS PERTWT NE[) Project NOTE: MICHAEL KORS PLUMBING CONTRACTOR SHALL SEE SHEET M100 FOR ANY ADDITIONAL PLUMBING WORK, INCLUDING CONDENSATE AND/OR GAS PIPING WORK, IF REQUIRED. SEE SHEET M300 FOR ALL PLUMBING WASHINGTON SQUARE, SPACE # G06 SPECIFICATIONS. COORDINATE EXACT REQUIREMENTS AND SCOPE OF WORK WITH THE GENERAL CONTRACTOR PRIOR TO BID AND INCLUDE ALL COST FOR ALL PLUMBING WORK IN BID. 9620 SW WASHINGTON SQ. RD. PORTLAND, OREGON 97223 Drawing Title FIELD VERIFY ALL CONDITIONS PLUMBING PLAN DESIGN DRAWINGS ARE SCHEMATIC.THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS.THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. Project No. 14411052 Scale: AS NOTED THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE Date: 10-27-14 DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE Drawn By: CAH FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. Checked By: RD BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND Drawing No. SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING 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. Architect RH SWEERS II PROPRIETOR DD Cc BB CA AZ GYP BD SOFFIT Y RH SWEERS ARCHITECT 10'-0" AFF rhs@sweersarch.com H.C. FITTING RM I I — — — — — — — — — — — — — — — — OREGON LICENSE NO.:4014 I I ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE GYP BD CLG ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE 9'-0" AFF DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION P +Z OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER CONSTRUCTION WITHOUT WRITTEN CONSENT OF THE ARCHITECT. _ — Project Coordinator I � t CONC. LINTEL 108 E CLOSET A T. CEILING 8'-0" AFF I 112'-0" AFF +P +SP TWO ONE TWO GYP BD SOFFIT GYP BD SOFFIT IP BD SOFFIT o 8'-0" AFF 8'-0" A F F 8'-0" A F F SP I 45 West 21 st Street, Suite 403 — — — — — 29 New York, New York 10010 ^ I \ I I o o i T 212.904.0432 F 212.904.0433 1[3 +SPEl F-1 F-1 E] I �m ► MEP Engineer 171 0 SP i M-ENGINEERING IP /� IP GYP BD 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 P xW I o 0 0 0 0 0 6/I P 10'-0" AFF (614)8394639 FX:(614)839-2222 I I P i 000 -SP I 000 +SP 000 +SP 000 -SP I 000 -SP 000 -SP 000 I 000 -SP 000 000 I- P 000 000 +SP o00 ► Lighting ® II S SP HENNESSY DESIGN F71 F71 PO BOX 42162 PORTLAND,OR 97242 Is (888)358-6368x101 (503)583-8907 I ° rA I I I I I Consultant I ° i °o° 000 000 Doo ° 000 o o ol 000 000 000 000 HOO I /�P0E:: i / +SP I oo -SP I -}P I +SP I +SP QIP oo +SP I / SP I I MT-2 Seal �C ♦P I 10'-0" A FF T?� I� MOO F0-0-0 000 000 000 ® 000 000 000 000 000 000 000 °00 o I I A I I I I I I lk(31 IP $PF71I I , s s s s °�� o I �P I I I I I + $P I I I 000 -SP 000 +SP 000 +SP 000 +SP 000 + 000 +SP F0_0_051 000 +SP 000 000 +SP 000 000 -SP 000 o GYP BD 6/A +sP j +sP IP I 10'-0" AFF I I � I I 41 F0_0_1 No. Date Issued By ❑� ( ao 01 10-08-14 SCHEMATIC SET FOR CLIENT REVIEW 212 D. P 02 10-15-14 2ND SCHEMATIC SET FOR CLIENT REVIEW 212 D. 28 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 SOFFIT GYP BD SOFFIT GYP BD SOFFIT 06 10-27-14 ISSUE FOR PERMIT 212 D. GYP BD CLG GYP BD CLG GYP BD CLG 9'-0" A FF 11'-0" AFF 12'-0" A F 8'-0" A FF SPRINKLER PLAN 11'-0" AFF 8'-0" AFF L—[103 FITTING RM GYP BD CLG 9'-0" A F F REFERENCE ONLY Key Plan/Ground Floor 107 MANAGERS OFFICE NOT APPROVED WITH THIS PERMIT MICHAEL KORS ACT. CEILING �=" SPACE#G06 J� 4,523 S.F. 0 V- " AFF SPRINKLER NOTES: SPRINKLER DESIGN CRITERIA: SPRINKLER LEGEND0 OICK'S SpCgrmG 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 +SP SPRINKLER HEAD ADD HEADS AS REQUIRED TO ALIGN TO OWNER'S CONSTRUCTION MANAGER'S REMOTE 3000 SQ. FT. FOR STORAGE AREAS. APPROVAL. (� • WHERE STORAGE HEIGHTS EXCEED 12 FT. OR PLASTICS WILL BE STORED, �J 2 FIRE PROTECTION CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL SYSTEM SHALL BE IN ACCORDANCE WITH FP DATA SHEET 8-9. "°RM:°"' OBSTRUCTIONS INCLUDING: PIPING,STRUCTURAL STEEL, CONDUIT, 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. T_,L 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. PORTLAND, OREGON 97223 CONNECTION TO FIRE LINE INSTALLED, LOCATION OF ALL INTERFERENCE'S 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. 14411052 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: 10-27-14 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. I— Architect RH SWEERS II ~ FF EE CD D CC PROPRIETOR RH SWEERS ARCHITECT rhs@sweersarch.com I 102 H.C. FITTING RM I OREGON LICENSE NO.:4014 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE GYP BD CLG ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE 9'-0" 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 CONC. LINTEL 8'-0" AFF TWO ONE TWO GYP BD SOFFIT 8'-0".F- '-0 AFF 45 West 21st Street, Suite 403 r. _ _ _ _ _ _ _ _ _ _ New York, New York 10010 \ T 212.904.0432 F 212.904.0433 I +SP ® SP MEP Engineer zzzzzzzzzzzl—/ M-ENGINEERING I� 750 BROOKSEDGE BLVD.WESTERVILLE,OH 43081 106 RESTROOM +p +p +p xw I (614)839-4639 FX: (614)839-2222 OD GYP BD CLG I o I I +Sp I o00 P I o0o Lighting 9'-0" AFF -1 HENNESSY DESIGN PO BOX 42162 PORTLAND,OR 97242 {s (888)358-6368x101 (503)583-8907 I I I A I I Consultant I A41I I MOO 000o i � Sp I I I I I Seal 00 -}P +Sp -Sp P II �SP I A �I +SP OC I oT �0 000 fiD IPR0,p 2J 105 STOCKROOM I ° ° I � k � �'�� OPEN I I r 6081 SPEC, ` $p I s ° AGON�q ®a. 117,§P I I o00 +SP o00 A +S -}p I +SP +SP +SP +SP C I I y +SP o o No, Date Issued By 01 10-08-14 SCHEMATIC SET FOR IE T REVIEW 212 D. P .... . . .. . . .... . ...... . .... . .... . . .... . .... . . .. . . 02 10-15-14 2ND SCHEMATIC SV FO CLIENT REVIEW 212 D. 03 10-16-14 2ND SCHEMATIC SE (REVISED) 212 D. 04 10-20-14 ISSUE FOR PRELIMINARY LL REVIEW 212 D. �104FITTING 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 103 FITTING RM GYP BD CLG 9'-0" AFF Key Plan/Ground Floor 107 MANAGER'S OFFICE MICHAEL KORS ACT. CEILING SPACE#G06 l� 4,523 S.F. 9'-0" A FF DOM spoffrm WRDSTROM REFERENCE ONLY (@ NOT APPROVED WITH THIS PERMIT N Project MICHAEL KORS WASHINGTON SQUARE, SPACE # G06 9620 SW WASHINGTON SQ. RD. PORTLAND, OREGON 97223 Drawing Title SPRINKLER PLAN Project No. 14411052 Scale: AS NOTED Date: 10-27-14 Drawn By: CAH Checked By. RD Drawing No. OCT 2 S 2014 ,5��' , . fFc`,s•,5 1 3/32" GENERAL NOTES �� '��`` fn NOTES: EARTHQUAKE DESIGN DATA: fPAIR nO`., 1) DESIGN OF STEEL STORAGE SHELVING AS SHOWN BY THESE DRAWINGS AND a) Seismic Importance Factor, IE = 1.0 CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE 2012 IBC, 2014 Occupancy Category II - Not open to public 1 1� �� C14 OSSC, ASCE 7, & 2012 ANSI/RMI-MH16.1 b) Mapped Spectral Response Accelerations: 2) STEEL FOR ALL SHAPES IS Fy = 36 KSI, ASTM A1011-12 GR 36 (EXCEPT AS NOTED) Ss = 0.978 and S1 = 0.425 3) ALL ANCHORS ARE HILTI HUS-EZ (ESR-3027) OR APPROVED EQUAL c) Site Class = D tri PAS (SPECIAL INSPECTION REQUIRED - REFERENCE SCHEDULE BELOW) d) Spectral Response Coefficients: S�t� v 4) EXISTING CONCRETE SLAB = MIN. 4" THICK SLAB-ON-GRADE WITH F'c = 2500 PSI Sds = 0.723 and Sd1 = 0.446 8 f�.l Uj AND 500 PSF SOIL BEARING PRESSURE e) Seismic Design Category = D — 1/4"0 RIVET 5) STORAGE SHELVING CAPACITY = 100# PER LEVEL f) Basic Seismic-Force-Resisting System(s): 14 GA. z 6) ALL SHELVING INSTALLATIONS AND SHELVING MANUFACTURED IN CONFORMITY WITH Non-Building Structures, Steel Storage Racks THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A g) Design Base Shear = 85 Ib PERMANENT PLAQUE, EACH NOT LESS THAN 50 SQUARE INCHES IN AREA SHOWING h) Seismic Response Coefficient: Vt - 0.217 (� SOST I� SPANNER BEAM - TOP & BOTTOM THE MAXIMUM PERMISSIBLE UNIT LOAD PER LEVEL Ul 7) ALL SHELVING SHALL BE IN COMPLIANCE WITH THE RMI i) Response Modification Factors: R = 4.0 PD ETWEEN J) Redundancy Factor: p = 1.0 om 0� 8) THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES B THE TOP OF THE STORED MATERIAL AND THE CEILING SPRINKLER DEFLECTORS k) Analysis Procedure per ASCE 7, Section 15.5.1 (� 9) THE SHELVING RACKS WILL NOT BE OPEN TO THE PUBLIC UJ w 10) SHELVING UNIT'S MAXIMUM "OUT-OF-PLUMBNESS" SHALL BE 0.500 INCH IN 10 FT. 2„ w STATEMENT OF SPECIAL INSPECTION NI 1 1 GA. Z VERIFICATION AND INSPECTION CONTINUOUS PERIODIC STANDARD HUS-EZ INSPECTED BY ��jj HILTI HUS-EZ,3/8"DIA X 3"LONG- — CONFIRM ANCHOR TYPE X PER ICC-ES ESR-3027 SECTION 4.4, INSPECTOR l l 5.2,TABLE 1 rI 1/4"0 RIVET CONFIRM CONCRETE a COMPRESSIVE STRENGTH X MINIMUM 2500 PSI 16 LU CONFIRM CONCRETE x 4"MINIMUM 5/ THICKNESS HILTI HUS-EZ,3/8"DIA X3"LONG- ® L-POST 1 B T-POST HOLE DIAMETER X PER ICC-ES ESR-3027 INSPECTOR 14 GA. 14 GA. Z SECTION 4.3,4.4,FIGURE 4A CLEAN OUT OF HOLE X BULB/BLOW OUT-PER ICC-ES INSPECTOR ESR-3027 SECTION 4.3, JV Ali TYPICAL SHELF BEAM w 2.25"-PER ICC-ES ESR-3027 MINIMUM ANCHOR SPACING X SECTION 4.4,5.7,TABLE 2 INSPECTOR UPRIGHT STEEL POSTS 2 SHELF BEAM CONNECTIONS MINIMUM EDGE DISTANCE x 1.5"-PER ICC-ES ESR-3027 INSPECTOR O SECTION 4.4,5.7,TABLE 2 ANCHOR EMBEDMENT x 2.5"-PER ICC-ES ESR-3027 INSPECTOR SECTION 4.3,4.4,5.2,TABLE 2,3 TIGHTENING TORQUE x 40 FT-LBS-PER ICC-ES ESR-3027 INSPECTOR SECTION 4.3,4.4,TABLE 2 it Note:Inspection to be completed X LIJ by a 3rd party inspector T-POST Q NOTE: THE SHELVING SHALL BE ATTACHED -POST U M TO THE EXISTING WALL STUDS AND EXISTING WALL C (� (�I COVER G (V CONCRETE SLAB. NO NEW STUDS OR (� W STUD WALLS ARE REQUIRED. EXISTING WOOD OR U Arm Flange for alignment STEEL WALL STUD � O Self Drilling #12 x 1" Screws - into wheel channel -- _ - - 16" O.C. MAX 2 screws from upright posts to _ 18 I � I MIN. 1"carriage and 2 screws from EMBED. ��� �I \ I 216 `L�� I � 4 ant!-tip arm to carriage (D#14 x 1 SCREW � � � V r - N VIEW - E u 1� II 1� 1 Q Uj Z w 1 11„ Anti-Tip Arm I 'T �,, I z 0 3/8 HILTI HUS-EZ ANCHORS w/ #14x3 TEK SCREW AT �� II r I ' �`v 11 r I . ° N n EACH WALL STUD rn 2-1/2 MINIMUM EMBEDMENT LSHELF BEAM �1, II 4 J 0 -TYP. -REF. DETAIL 2 11 ��, II d< e... I SPACED AT 24” O.C. MAX. N (nn 7� 0 z a 4 V Z L.L .d d G ^ ° a °� a SHELVING POST 'EXISTING STUD WALL 4 44 V' v L °. FASTEN W/ #14x 1 " STEN W/ #14x 1 " d a _ o U) a °° d SHELF BEAM LONG TEK SCREW LONG TEK SCREW c d a - - a a - .' -REF. DE-FAIL 2 4 IN. 1 ' EMBED. Q °a' ° ` a. CD INTO STUD WALL �4 . 4 qzt 3: 4 NOTES: "T" POST COL. B.PL. "L" POST COL. B.PL. SHELVING LOAD ON � ° ° d 4. 1. CONTRACTOR SHALL FIELD VERIFY MINIMUM SIZE, SPACING, AND GUAGE OF EXISTING r WALL STUDS. 2-3/8"0 ANCHOR BOLTS 1-3/8"0 ANCHOR BOLT SLAB - 10 0 s f MAX 2. MINIMUM STEEL WALL STUD SIZE = 362S125-30 (3-5/8"x1-1/4"x20 GA.). 2 1/2" EMB. (SEE NOTE NO. 3) 2-1/2" EMB. (SEE NOTE NO. 3) P Q 3. MINIMUM WOOD WALL STUD SIZE = 2x4. O N CO ANTI-TIP TRACK WALL ATTACHMENT DETAIL BASE PLATE AND SLAB DETAILS � � 3 4 5 J w w NEW WATER COOLER.GC TO ATCHED AREA INDICATES WALL MOUNTED SERVER I ELECTRICAL PANELS.SE j PROVIDE%"0 COLD WATER TAP 44"W PATH OF EGRESS AISLE CABINET AND MEDIA � ELECTRICAL DRAWING LLJ LU NOTE: NOTE: LINE AND SHUT OFF VALVE TO NEW TO REMAIN UNOBSTRUCTED SHELF(ABOVE) I FOR ALL INFO.— FIXED/MOBILE NFO.FIXED/MOBILE RETAIL SHELVES SHALL BE RESTOCKED BY HAND. DO NOT SHELF CONFIGURATION (LENGTH, WIDTH, NUMBER OF WATER C60LER &PROVIDE AT ALL TIMES 1 USE A FORKLIFT OR OTHER MECHANIZED LOADER TO STOCK SHELVES. SHELVES) VARIES PER UNIT DUPLEX O TLET.SEE POWER PLAN. ! 13'•e�" W J I U w I U) BACK TO BACK UNITS, WHERE OCCURS, SHALL BE BOLTED TOGETHER -REF. SHELVING CUT SHEETS AND FIXTURE PLAN ' i w WITH 1/4"0 BOLTS AT 24" O.C. ALONG THE LENGTH OF THE POST. „6 W ___ __ I o a o p o F - ' r �— Q Q yyy �� z � o _ CT3 I� C�7 C� Uj Luo VARIES VARIES VARIES VARIES t �� I, 0mo �° N 00 U VARIES VARIES VARIES VARIES VARIES 106 RESTROOM _ �i I - ` xw I �? W ... I' Q U �. �.-, .. I ► , - � � I E I-1 �- o U TYP. 2 TYP. 2 TYP 2 O m O O O 0 U.N.O. 2 _ ._.. �xc L. W - � �\\ �^ Z TYP. �, (a rn � � Cn / V) 10'H SHELVING m rn m F TYP, U.N.O. a a a o o o I U.N.O. CABINETS BY SHELVING .- z z z N N c0 '! VENDOR. cn = c� = m = r) m I co M m :; t 4 ANCHORAGE OF FIXED AND MOBILE RETAIL SHELVING UNITS. THESE `' co 00 00 co 00 ' 00 co m JACK - - % !; Ict DRAWINGS CONTAIN ONLY THE PLANS AND DETAILS PERTAINING TO SERVICE �' N "' I Z W THE PROPER ANCHORAGE OF THE BACK-OF-HOUSE FIXED AND MOBILE CORRIDOR = m m o z �. ' I / = ! z SHELVING RACK SYSTEMS. SEE PLANS FOR FULL EXTENT OF WORK. CO `� �' `� s to 4' I O C� C) o CD o 0 1 0 © o I;o l : l %I W LL. Z THESE SHELVING UNITS SHALL NOT BE EXPOSED TO THE GENERAL PUBLIC. c0 _ o0 = 00 = Cl)' 8 I 00 00 I� 'm '� _ W X m ca 00 0o aD w o 0 0 ,� __ - Z p O - -- Iv , Z rn Q 1 1 B BUILDING CODES: 2012 INTERNATIONAL BUILDING CODE, 2014 I i91 j �},� I xw . � o) o �TYP. O TYP. 1 OREGON STRUCTURAL SPECIALTY CODE,ASCE 7, & RMI-MH 16.1 ,n i `; Z 2 z CO o �TYP. 1 B TYP. U:N.O. U.N.O. HANG UNITS To m - - Z 105 STOCKROOM M r I W W U.N.O. U.N.O. o HAVE DOUBLE SCOPE OF WORK HANGBARS Q 133 %I, � O Q m LO �u n x13.3 CS) _ U LL to co Go InO d d 'd ``` F�Y U O ,n o o a o oa o oa a z a 1 -' � W tY © CO _ M _ CO _ Cn _ CIS M Z Cn 3.22" r F , N to 0 N ; R•13.2 I JOB #: 14-10-220 c` c� :n �, . LINE;F 2 3 2 z = a3 6 9 d o c 6`-0" i - r:3 MWK Q -2 DATE: 10-28-2014 5 5 5 5 O O 3 �, (ABovE=)LU SHEET O inlid r M roi M M ros i M tom*) _ A��_ 5'4 MAN G_ S 0 0 0 o a o 0 o DESK ca ca c� cn cr3 cp w cD cfl R713.2 MIRR R WALL—SUPPORTED FREE—STANDING , . m SH- 1 FIXED SHELVING SIDE VIEWS MOBILE SHELVING SIDE VIEW PARTIAL FLOOR PLAN & SHELVING RACK LAYOUT