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Plans (5)BUP2013-00012 lin U.1 0 0 a U-1 W W x 0 W W W z PROJECT DESCRIPTION PROJECT NAME: ZUMIEZ - WASHINGTON SQUARE MALL PROJECT LOCATION: 9491 SW WASHINGTON SQ ROAD, SPACE #A-04 TIGARD, OREGAN 97223 PROJECT INCLUDES THE INTERIOR DEMOLITION AND RENOVATION OF A 3,075 SF RETAIL SPACE IN WASHINGTON SQUARE MALL, INTO A "ZUMIEZ"RETAIL STORE. PROJECT INCLUDES NEW FINISHES, STORE FIXTURING, CASEWORK, STOREFRONT, LIGHTING, AND MODIFICATIONS TO THE EXISTING MECHANICAL AND ELECTRICAL SYSTEMS. ITEMS FURNISHED BY OWNER NOTE: FOR CONTRACTOR INSTALLATION SEE WORK RESPONSIBILITY SCHEDULE ON SHEET A0.01 NO. ITEM DESCRIPTION QTY. NOTES ZF1 M -WALL STANDARD 53 ZF2 UPPER SHOE SHELF 46 ZF3 M -WALL SHELF 245 ZF4 SHELF BRACKETS (PAIRS) 245 ZF5 4' STRAIGHT HANGBARS 245 ZF6 3" HANGBAR BRACKETS (PAIRS) 68 ZF7 12" HANGBAR BRACKETS (PAIRS) 72 ZF8 15" FACEOUT BAR WITH SADDLE 173 ZF9 D -FRAME 30 ZF9-A 8'D -FRAME HORIZONTAL KIT 20 ZF9-B 4'D -FRAME HORIZONTAL KIT 6 ZF10-L SHOE DISPLAY LH 0 ZF10-R SHOE DISPLAY RH 0 ZF12 T SKATE CASE (SET IS 2) 1 ZF13 SKATE CASE GRIP BIN 1 ZF14 SKATE WALL PANEL 6 ZF15 SKATE DECK BIN WITH SIGN HOLDER 2 ZF16 SNOWBOARD FIXTURE 0 ZF17 2 -WAY FIXTURE RACK 0 ZF18 4 -SIDED TOWER 0 ZF19 TIERED TABLE 0 ZF20 H/C FITTING ROOM BENCH 0 ZF21 STANDARD FITTING ROOM BENCH 0 ZF22 COAT HOOK RACK 0 ZF23 30x66 FITTING ROOM MIRROR PILASTER 0 ZF24 30x78 MIRROR PILASTER 1 ZF25 27x78 GRID PILASTER 2 ZF26 18x78 GRID PILASTER 1 ZF27 9444 GRID PILASTER BEHIND CASHWRAP 0 ZF28 CASHWRAP,(DETAGGER INCLUDED) 0 ZF29 BACKWRAP 0 ZF30 2430 POP WALL PANEL 43 TOTAL ASSORTED ZF31 28x40 WALL PANEL ZF32 42x42 POP WALL PANEL ZF34 SALE SHOE STAND 0 ZF35 LIVING ROOM TABLE 0 ZF36 LIVING ROOM WALL UNIT 0 ZF37 VENDOR CASE 0 ZF38 NESTING TABLE KIT 0 ZF39 JUNIORS RACK KIT 0 ZF40 BLANK BOARD DISPLAYERS 0 ZF41 SHOE TOWER 0 ZF42 OUTLET SHOE RACK 0 ZF43 METAL SOCK BIN 0 ZF44 SQUARE WATCH DISPLAY CASE 0 ZF45 RECTANGLE WATCH DISPLAY CASE 0 ZF46 HALF PIPE EYEWEAR CASE 0 ZF47 I VERTICAL EYEWEAR CASE 0 SYMBOL LEGEND ELECTRICAL q) DUPLEX UTILITY OUTLET @ 18" AFF, UNO E EXISTING DUPLEXNUMBER UTILITY OUTLET 4-PLEX OUTLET D=013 DEDICATED & ISOLATED13 UTILITY OUTLET dD DATA OUTLET JO JUNCTION BOX Q SPEAKER dT TELEPHONE m j0 WALL SCONCE SYMBOLS INTERIOR ELEVATION A4.01*"-- SHEET NUMBER DETAIL NUMBER A4.0 SHEET NUMBER SECTION NUMBER SHEET NUMBER — - — —O GRID ROOM NAME �— ROOM NUMBER nM^ ICl%T 1 fNf%ATV1f,l TENANT IMPROVEMENT FOR: WASHINGTON SQUARE MALL SPACE # A-04 INDEX TO DRAWINGS ARCHITECTURAL AO.01 GENERAL INFORMATION SHEET AO.02 LIFE SAFETY PLAN A1.01 DEMOLITION PLAN, TEMPORARY BARRICADE A2.01 FLOOR PLAN A2.02 REFLECTED CEILING PLAN & LIGHTING SCHEDULE A3.01 STOREFRONT PLAN & ELEVATIONS A3.01a STOREFRONT REFLECTED CEILING PLAN & SECTIONS A3.02 STOREFRONT DETAILS A3.03 STOREFRONT DETAILS A5.01 INTERIOR DETAILS A8.01 INTERIOR ELEVATIONS A9.01 PENETRATION DETAILS A9.01a PARTITION TYPES A9.02 FINISH AND DOOR SCHEDULES A10.01 CASHWRAP AND SKATE CASE Al 0.02 OWNER FURNISHED FIXTURES AND DETAILS BUILDING CLASSIFICATION OCCUPANCY: M - MERCANTILE CONSTRUCTION TYPE: 2-13 PROJECT AREA: 3,075 SF (OCCUPANCY LOAD SUMMARY ON SHEET AO.02) RECEIVED �m JAN 10 2013 CITYOFTIGAi3p BUILDINGIIlY1SI(31d APPLICABLE CODES S BUILDING CODE: 2010 OREGON STRUCTURAL SPECIALTY CODE MECHANICAL CODE: 2010 OREGON MECHANICAL SPECIALTY CODE PLUMBING CODE: 2011 OREGON PLUMBING SPECIALTY CODE ELECTRICAL CODE: 2011 OREGON ELECTRICAL SPECIALTY CODE ENERGY CODE: 2010 OREGON STRUCTURAL SPECIALTY CODE, CHAPTER 13 WASHINGTON SQUARE MALL 9491 SW WASHINGTON SQUARE RD TIGARD, OR STORE #31 DAVID J. MURPHY ARCHITECT 910 LENOEA STREET, SUITE 8907 SEATTLE, WASHINGTON 95191 T: 906 . 341 . 9875 WWW. MUEEHYVAYEY.COY N1 � VICINITY MAP N MALL MAP ACCESSIBILITY CODE: 2010 OREGON STRUCTURAL SPECIALTY CODE, CHAPTER 11 N SCALE: NTS T SCALE: NTS ABBREVIATIONS PROJECT TEAM MALL REQUIRED CONTRACTORS CITYOFTIGARD ABBREVIATION TERM ABBREVIATION TERM ABBREVIATION TERM Approved......... TI ................. [ OWNER: ZUMIEZ, INC. ROOF: BOB CARLSON ROOF II�nditionallyApproved. [ ] PROJECT NUMBER: 785 GREG KIMMEL DIR. OF CONSTRUCTION ••••••••••••- & AND FIN FINISH OC ON CENTER BOB CARLSON See Letter to: Follow ...........•...... ((pp�� AT FIO FURNISHED AND INSTALLED OD OUTSIDE DIAMETER 4001204TH STREET SOUTHWEST 560 SW MAPLE [ l ISSUED FOR: ACCT ACOUSTICAL TILE BY OWNER OPNG OPENING LYNNWOOD, WA 98036 HILLSBORO OR 97123 Attached.........•••..•. ADA AMERICANS WITH DISABILITIES FLASH FLASHING OPP OPPOSITE T: 425 551-1500 T: (503) 640-3623 PermltNum er: — PERMIT BID ACT FLR FLOOR PLAM PLASTIC LAMINATE F: 425; 551-1595 Add JANUARY 9, 2013 ADJ ADJACENT OR ADJUSTABLE FND FOUNDATION PLMG PLUMBING By: DIter l AFF ABOVE FINISHED FLOOR FOIC FURNISHED BY OWNER PREFAB PREFABRICATED ALUM ALUMINUM INSTALLED BY GENERAL PSF POUNDS PER SQUARE FOOT ARCHITECT: DAVID MURPHY, AIA FIRE SPRINKLER: WYATT FIRE PROTECTION Approved pians DATE: ARCH ARCHITECT, ARCHITECTURAL CONTRACTOR PSI POUNDS PER SQUARE INCH MURPHY VAREY PS KEN SUTHERLAND AUTO AUTOMATIC FRT FIRE RETARDANT TREATED PT PRESSURE TREATED POST TENSIONED 910 LENORA STREET, SUITE S207 9095 SW BURNHAM ST. shall be on ;ob site. 01-09-13 PERMIT BID BLDG BUILDING FS, FOS FACE OF STUD PVC POLYVINYL CHLORIDL SEATTLE, WA 98121 TIGARD, OR 97223 BLKG BLOCKING FT FOOT FEET PWD PLYWOOD T: (206) 341-9875 T: (503) 684-2928 CJ CONTROL JOINT FTG FOOTING R RADIUS OFFICE COPY CL CENTERLINE GA GAGE RCMU REINFORCED CONCRETE MASONRY CLG CEILING GALV GALVANIZED UNIT fiONSTRUCTION) MECHANICAL & HARRISON FRENCH & ASSOCIATES FIRE ALARM: SIEMENTS BUIDLINGS TECHNOLOGIES CLR CLEAR GC GENERAL CONTRACTOR RD ROO DRAIN ELECTRICAL 809 SW A STREET, SUITE 201 JEFF NEELY CMU CONCRETE MASONRY UNIT GWB GYPSUM WALLBOARD REINF REINFORCED, REINFORCEMENT ENGINEERS: BENTONVILLE, AR 72712 15201 NW GREENBRIAR PRKWY, SUITE A4 COL COLUMN GYPISHT GYPSUM SHEATHING REQD REQUIRED T: 479 273-7780 BEAVERTON, OR 97006 CONC CONCRETE HW HARDWARE SC SOLID CORE F: 479; 273-9436 T: (503) 234-9995 CONT CONTINUOUS HDWD HARDWOOD SD SMOKE DETECTOR CORR CORRIDOR HM HOLLOW METAL SF SQUARE FOOT (FEET) SHEET TITLE: DF DRINKING FOUNTAIN HORIZ HORIZONTAL SIM SIMILAR DIM DIMENSION HR HANDRAIL SMS SHEET METAL SCREW MALL TENANT MACERICH DIA DIAMETER HGT HEIGHT SQ SQUARE COORDINATOR: AARON PRATT ELECTRICAL ADAM ETHERINGTON GENERAL DN DOWN IN INCHES SS STAINLESS STEEL 11411 N. TATUM BLVD. 11860 SW GREENBURG ROAD DWG DRAWING INS INSULATION STD STANDARD PHOENIX, AR 85028 TIGARD, OR 97223 INFORMATION EA EACH MAX MAXIMUM STL STEEL T: 602 953-6750 T: (503) 639-4627 EF EXHAUST FAN MECH MECHANICAL STRUC STRUCTURE OR STRUCTURAL F: �602� 953-6449 (FOR FINAL CONNECTIONS TO LL EJ EXPANSION JOINT MANUF MANUFACTURER TS TUBE STEEL GEAR AND METERING) ELEV ELEVATION MIN MINIMUM TYP TYPICAL MALL WASHINGTON SQUARE ELEC ELECTRICAL MISC MISCELLANEOUS UNO UNLESS NOTED OTHERWISE MANAGEMENT: RODGER OTT SHEET NUMBER: ENG ENGINEER MO MASONRY OPENING VERT VERTICAL 9585 SW WASHINGTON SQUARE RD EQ EQUAL MTD MOUNTED VIF VERIFY IN FIELD (EXISTING CONDITION) TIGARD, OR 97223 EQUIP EQUIPMENT MTL METAL VOL VOLUME EXST EXISTING NIA NON APPLICABLE W/ WITH T: 503 639-8860 EXT EXTERIOR NIC NOT IN CONTRACT W/0 WITHOUT F: 503 620-5612 A0e01 FE FIRE EXTINGUISHER NO NUMBER WD WOOD FEC FIRE EXTINGUISHER CABINET NOM NOMINAL WP WATERPROOFING, WATERPROOF, FF FINISHED FACE NTS NOT TO SCALE WEATHERPROOF A LIGHT FIXTURE, SPRINKLER WINDOW TYPE 0 SPRINKLER HEAD REVISION BUG SYMBOLS KEYNOTE CALL OUT DOOR NUMBER 3SEE PARTITION TYPE: A9.01 FOR 01 A 0HARDWARE GROUP a LEGEND MATERIAL ELEVATION DATUM GDFINISH CALL OUT nM^ ICl%T 1 fNf%ATV1f,l TENANT IMPROVEMENT FOR: WASHINGTON SQUARE MALL SPACE # A-04 INDEX TO DRAWINGS ARCHITECTURAL AO.01 GENERAL INFORMATION SHEET AO.02 LIFE SAFETY PLAN A1.01 DEMOLITION PLAN, TEMPORARY BARRICADE A2.01 FLOOR PLAN A2.02 REFLECTED CEILING PLAN & LIGHTING SCHEDULE A3.01 STOREFRONT PLAN & ELEVATIONS A3.01a STOREFRONT REFLECTED CEILING PLAN & SECTIONS A3.02 STOREFRONT DETAILS A3.03 STOREFRONT DETAILS A5.01 INTERIOR DETAILS A8.01 INTERIOR ELEVATIONS A9.01 PENETRATION DETAILS A9.01a PARTITION TYPES A9.02 FINISH AND DOOR SCHEDULES A10.01 CASHWRAP AND SKATE CASE Al 0.02 OWNER FURNISHED FIXTURES AND DETAILS BUILDING CLASSIFICATION OCCUPANCY: M - MERCANTILE CONSTRUCTION TYPE: 2-13 PROJECT AREA: 3,075 SF (OCCUPANCY LOAD SUMMARY ON SHEET AO.02) RECEIVED �m JAN 10 2013 CITYOFTIGAi3p BUILDINGIIlY1SI(31d APPLICABLE CODES S BUILDING CODE: 2010 OREGON STRUCTURAL SPECIALTY CODE MECHANICAL CODE: 2010 OREGON MECHANICAL SPECIALTY CODE PLUMBING CODE: 2011 OREGON PLUMBING SPECIALTY CODE ELECTRICAL CODE: 2011 OREGON ELECTRICAL SPECIALTY CODE ENERGY CODE: 2010 OREGON STRUCTURAL SPECIALTY CODE, CHAPTER 13 WASHINGTON SQUARE MALL 9491 SW WASHINGTON SQUARE RD TIGARD, OR STORE #31 DAVID J. MURPHY ARCHITECT 910 LENOEA STREET, SUITE 8907 SEATTLE, WASHINGTON 95191 T: 906 . 341 . 9875 WWW. MUEEHYVAYEY.COY N1 � VICINITY MAP N MALL MAP ACCESSIBILITY CODE: 2010 OREGON STRUCTURAL SPECIALTY CODE, CHAPTER 11 N SCALE: NTS T SCALE: NTS ABBREVIATIONS PROJECT TEAM MALL REQUIRED CONTRACTORS CITYOFTIGARD ABBREVIATION TERM ABBREVIATION TERM ABBREVIATION TERM Approved......... TI ................. [ OWNER: ZUMIEZ, INC. ROOF: BOB CARLSON ROOF II�nditionallyApproved. [ ] PROJECT NUMBER: 785 GREG KIMMEL DIR. OF CONSTRUCTION ••••••••••••- & AND FIN FINISH OC ON CENTER BOB CARLSON See Letter to: Follow ...........•...... ((pp�� AT FIO FURNISHED AND INSTALLED OD OUTSIDE DIAMETER 4001204TH STREET SOUTHWEST 560 SW MAPLE [ l ISSUED FOR: ACCT ACOUSTICAL TILE BY OWNER OPNG OPENING LYNNWOOD, WA 98036 HILLSBORO OR 97123 Attached.........•••..•. ADA AMERICANS WITH DISABILITIES FLASH FLASHING OPP OPPOSITE T: 425 551-1500 T: (503) 640-3623 PermltNum er: — PERMIT BID ACT FLR FLOOR PLAM PLASTIC LAMINATE F: 425; 551-1595 Add JANUARY 9, 2013 ADJ ADJACENT OR ADJUSTABLE FND FOUNDATION PLMG PLUMBING By: DIter l AFF ABOVE FINISHED FLOOR FOIC FURNISHED BY OWNER PREFAB PREFABRICATED ALUM ALUMINUM INSTALLED BY GENERAL PSF POUNDS PER SQUARE FOOT ARCHITECT: DAVID MURPHY, AIA FIRE SPRINKLER: WYATT FIRE PROTECTION Approved pians DATE: ARCH ARCHITECT, ARCHITECTURAL CONTRACTOR PSI POUNDS PER SQUARE INCH MURPHY VAREY PS KEN SUTHERLAND AUTO AUTOMATIC FRT FIRE RETARDANT TREATED PT PRESSURE TREATED POST TENSIONED 910 LENORA STREET, SUITE S207 9095 SW BURNHAM ST. shall be on ;ob site. 01-09-13 PERMIT BID BLDG BUILDING FS, FOS FACE OF STUD PVC POLYVINYL CHLORIDL SEATTLE, WA 98121 TIGARD, OR 97223 BLKG BLOCKING FT FOOT FEET PWD PLYWOOD T: (206) 341-9875 T: (503) 684-2928 CJ CONTROL JOINT FTG FOOTING R RADIUS OFFICE COPY CL CENTERLINE GA GAGE RCMU REINFORCED CONCRETE MASONRY CLG CEILING GALV GALVANIZED UNIT fiONSTRUCTION) MECHANICAL & HARRISON FRENCH & ASSOCIATES FIRE ALARM: SIEMENTS BUIDLINGS TECHNOLOGIES CLR CLEAR GC GENERAL CONTRACTOR RD ROO DRAIN ELECTRICAL 809 SW A STREET, SUITE 201 JEFF NEELY CMU CONCRETE MASONRY UNIT GWB GYPSUM WALLBOARD REINF REINFORCED, REINFORCEMENT ENGINEERS: BENTONVILLE, AR 72712 15201 NW GREENBRIAR PRKWY, SUITE A4 COL COLUMN GYPISHT GYPSUM SHEATHING REQD REQUIRED T: 479 273-7780 BEAVERTON, OR 97006 CONC CONCRETE HW HARDWARE SC SOLID CORE F: 479; 273-9436 T: (503) 234-9995 CONT CONTINUOUS HDWD HARDWOOD SD SMOKE DETECTOR CORR CORRIDOR HM HOLLOW METAL SF SQUARE FOOT (FEET) SHEET TITLE: DF DRINKING FOUNTAIN HORIZ HORIZONTAL SIM SIMILAR DIM DIMENSION HR HANDRAIL SMS SHEET METAL SCREW MALL TENANT MACERICH DIA DIAMETER HGT HEIGHT SQ SQUARE COORDINATOR: AARON PRATT ELECTRICAL ADAM ETHERINGTON GENERAL DN DOWN IN INCHES SS STAINLESS STEEL 11411 N. TATUM BLVD. 11860 SW GREENBURG ROAD DWG DRAWING INS INSULATION STD STANDARD PHOENIX, AR 85028 TIGARD, OR 97223 INFORMATION EA EACH MAX MAXIMUM STL STEEL T: 602 953-6750 T: (503) 639-4627 EF EXHAUST FAN MECH MECHANICAL STRUC STRUCTURE OR STRUCTURAL F: �602� 953-6449 (FOR FINAL CONNECTIONS TO LL EJ EXPANSION JOINT MANUF MANUFACTURER TS TUBE STEEL GEAR AND METERING) ELEV ELEVATION MIN MINIMUM TYP TYPICAL MALL WASHINGTON SQUARE ELEC ELECTRICAL MISC MISCELLANEOUS UNO UNLESS NOTED OTHERWISE MANAGEMENT: RODGER OTT SHEET NUMBER: ENG ENGINEER MO MASONRY OPENING VERT VERTICAL 9585 SW WASHINGTON SQUARE RD EQ EQUAL MTD MOUNTED VIF VERIFY IN FIELD (EXISTING CONDITION) TIGARD, OR 97223 EQUIP EQUIPMENT MTL METAL VOL VOLUME EXST EXISTING NIA NON APPLICABLE W/ WITH T: 503 639-8860 EXT EXTERIOR NIC NOT IN CONTRACT W/0 WITHOUT F: 503 620-5612 A0e01 FE FIRE EXTINGUISHER NO NUMBER WD WOOD FEC FIRE EXTINGUISHER CABINET NOM NOMINAL WP WATERPROOFING, WATERPROOF, FF FINISHED FACE NTS NOT TO SCALE WEATHERPROOF c� a o U W 0 z 0 U z u c� w w cn w w 0 0 z 0 co z 0 0 U J J z w J J W U Lu 2 U Lu 0 w 0 0 a Lu U) w 0 W LL! J Z U W 0 w cl- U) 0 U Lu a U) Lu J w J 0 U) w U) o Lu U w U) U Lu I_— U Lu 0 z Lu U) z z U) F - z Lu U 0 0 U) GENERAL NOTES THE GENERAL CONTRACTOR SHALL REVIEW AND ADHERE TO THE FOLLOWING: A. THIS PROJECT INCLUDES A SEPARATE PROJECT MANUAL WHICH FURTHER DESCRIBES THIS WORK mmiez B. AIA A201cm GENERAL CONDITIONS OF THE CONTRACT DESCRIBES ADMINISTRATIVE PROCEDURES AND IS INCORPORATED INTO THIS WORK. C. RULES AND REGULATIONS OF THE LANDLORD AS CONTAINED WITHIN THE PROJECT MANUAL OR TRANSMITTED DIRECTLY TO THE CONTRACTOR. D. CONDITIONS OF THE PERMITTING AUTHORITIES AS DEFINE ON THE PERMIT OR TRANSMITTED DIRECTLY TO THE CONTRACTOR. WASHINGTON E. LOCAL RESTRICTIONS AND PROVISIONS OF THE'COMMUNITY' RELATED TO CONSTRUCTION AT THE SITE. SQUARE MALL GENERAL REQUIREMENTS: 39. 4 40 41 4 4 42 4 M Q 4 9491 SW WASHINGTON SQUARE RD A. ANY ALTERATIONS TO THE WORK SHALL BE TRANSMITTED TO THE ARCHITECT THROUGH THE I I j ADJACENT TENANT M OCCUPANCY j I I I TiGmw, OR CONSTRUCTION MANAGER. ALTERATIONS SHALL NOT BE INCORPORATED INTO THE WORK UNTIL APPROVED BY THE ARCHITECT. I <.. I I .,<.♦ _... izw"o`:- ::::..:.x . :..:... .. .. .::. ... .,v ..vx.,,, .;,,,, I ,e ,v • k... I ,..»+vv+; v.+.;,. ..:. ,...,::: ,:.. n:..:::.,.y .., .<.^.^:.'... ;, ...:.:k:.»n<.�kaa::: av x.. ,».....y.:, 'a x+Y+:'k`+♦)'.::.:;,x..::.:...:, I <:C.....,,. v,..y,\,aij,x;,,r,:'::.:vo.,:::a^..» » I STORE # I B. SUBSTITUTIONS HALL BE T S TRANSMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO PURCHASE OR INSTALLATION. REFER TO THE PROJECT MANUAL FOR SUBSTITUTION PROCEDURES. ... ......... ....... .......... .....v.. , , , , . ., .'a a ...,, .o a. .v. � ,.. .�.. ., c , . Zia x ,.:.:.....::...:...:.::.::: .., a ,....::......... �, , ���Aa ���� �� ��� a��a ..Y.. ���. ��,``�k�� , .k... <.> �.n.......,_..»z..,�. aa,�. ».�aa.,. � a �„»..»»»»a ..� ��� � � .....�,,.....,.........h.�...» 5ah�� "a........ 1:.:<� C. THE ARCHITECT THROUGH THE CONSTRUCTION MANAGER SHALL BE NOTIFIED OF ANY CONDITIONS ENCOUNTERED WHICH ARE UNEXPECTED OR PRODUCE I ""= * El(IS IN�i� 'r CCESSIBL . j� I I I Lu U) A CONFLICT WITH THE WORK DEFINED IN o �L R M - - T DSEss. Roo DRESS. RM DREss. RM 1} ` ! ! ! 0 THE DOCUMENTS. DO NOT PROCEED WITH THE WORK UNTIL APPROVED BY THE ARCHITECT. o I 006 { oos o04ooa �o I �� D. AT THE EARLIEST OPPORTUNITY, VERIFY IN THE FIELD ALL DIMENSIONS AND TRANSMIT A SUMMARY TO THE ARCHITECT THROUGH THE CONSTRUCTION MANAGER FOR REVIEW. EC o� I . _' - - - - - - - - - ; j `.� I I I ' j ��� I j I j j z 0 E. REVIEW THE PROJECT MANUAL FOR PRODUCTS WHICH REQUIRE A SUBMITTAL RESPONSE. ALLOW U "'_ --- Fu I ' ' o ADEQUATE TIME TO ASSURE THE SUBMITTAL IS REVIEWED AND APPROVED PRIOR TO PURCHASE. - 'j ! I I I I I I , I •� ¢ REFER TO THE PROJECT MANUAL FOR PROCEDURAL INFORMATION. F. REVIEW AND COMPLY WITH TESTING AND BALANCING PROVISIONS DEFINED IN THE PROJECT MANUAL w o------ Z002 a° EXISTING STORAGE � I I "'k '--''- - - - -''- - - - -' ' �_ ♦ RETAIL AREA � G I •. I �� _ est , 001 I _ _ — — — — — — — — — — — — — — — — — — — — — — �. _ I TRAV�L DISTANCF� 92 _ r �I� �� DAVID �. MURPHY AND AS INDICATED ON THE DRAWINGS. ASSURE AT TIME OF SUBSTANTIAL COMPLETION, ALL SYSTEMS I— ! ; AREA:132.5F - Via; I 4* ,�` I AREA: 2,531 SF j , EXIT: ARCHITECT ARE SET AND WORKING PROPERLY. FORWARD ALL TEST REPORTS TO THE ARCHITECT THROUGH THE �' E I I �. ,� �,� 86 OCCUPANTS I CONSTRUCTION MANAGER. w I I I I ;! i ! ,'�P� 43 OCCUPANTS 910 LENORA STREET, SUITE 5207 SEATTLE, Wns"mcror G. THE OWNER WILL RETAIN SEPERATE CONTRACTORS TO PERFORM SOME ACTIVITIES AS DEFINED ON_a��-> THE DRAWINGS AND IN THE PROJECT MANUAL. - as I �, p 0 MIN EXIT WIDTH REQ'D: 8.6" EXIT WIDTH PROVIDED: 96° 9812! T:2o6.3q[.9a75 REFER TO THE PROJECT MANUAL FOR PROCEDURES RELATING TO THESE ACTIVITIES. -I-� - - -- T Gf R�r�or� - - --- ------ -------4------------------ _ 1- ,� - r - t� ---'> --- ----------------' --- - - - - --- - --='_ - D WWW.IURPHYVAHEY.COM H REFER TO THE PROJECT MANUAL REGARDING PROCEDURES FOR PRODUCTS WHICH ARE INDICATED TO BE OWNER FURNISHED AND CONTRACTOR INSTALLED. EXIT: I----- ...i:�....._ I I I I. INCORPORATE INTO THE H WORK FOLLOWING SUBSTANTIAL C COMPLETION SERVICES TO THE OWNER 43 OCCUPANTS MIN EXIT WIDTH REQ D. 8.6 L � ,,,,_ � _ _ .. _._ _ .. ,..._. _ ............. .,..... ., .., ,. . ixy „ � � � " ` ` I .. L _ _ L ...., ,. ,,.. �.........., ......., „ ..r...»...�..:. ars,. ... �� � momm.^ mum I FOR ASSISTANCE IN STORE SETUP CONSISTING OF UNLOADING, TRASH REMOVAL, AND MINOR a "'""'i' w��� � a a »:.:: » `` » » k Ua S1u00a0a vaab\A• INSTALLATION ACTIVITIES. EXIT WIDTH PROVIDED: 36" ! j PERMITTING: I I ADJACENT TENANT'M' OCCUPANCY A. PERMIT SUBMISSION FOR THE MASTER PERMIT BEEN APPLIED FOR BY THE ARCHITECT. B. THE CONTRACTOR SHALL COORDINATE WITH THE JURISDICTION TO OBTAIN THE PERMIT PREVIOUSLY SUBMITTED. C. A SIGNAGE PERMIT WILL BE OBTAINED SEPERATELY BY THE OWNER RETAINED SIGN VENDOR. D. THE CONTRACTOR SHALL ASSURE ALL ADDITIONAL PERMITS AS MAY BE REQUIRED FOR THE WORK ARE APPLIED FOR AND OBTAINED IN ADEQUATE TIME TO NOT ALTER THE PROJECT SCHEDULE. ADDITIONAL PERMITS MAY INCLUDE BUT ARE NOT LIMITED TO: (��jlZo(Zj A FIRE SPRINKLED SYSTEM B FIRE ALARM SYSTEMS C CONTROL WIRING OCCUPANT LOAD SUMMARY D ELECTRICAL E MECHANICAL F PLUMBING G WORK PERMITS FOR CONSTRUCTION RELATED ACTIVITIES. MAX. OCCUPANTS: RETAIL: 2,531 SF 130 SF PER OCCUPANT = 85 OCCUPANTS E. TRANSMIT TO THE ARCHITECT THROUGH THE CONSTRUCTION MANAGER ANY COMMENTS OR STORAGE: 132 SF 1300 SF PER OCCUPANT =1 OCCUPANT CONDITIONS OF THE PERMIT WHEN ISSUED INCLUDING LOCAL RESTRICTIONS. TOTAL: 86 OCCUPANTS F. WHERE DEFERRED PERMIT ITEMS ARE INCORPORATED THE CONTRACTOR SHALL COORDINATE PERMIT REVIEW ACTIVITES WITH THE ARCHITECT, CONSTRUCTION MANAGER, JURISDICTION, AND - TOTAL EXIT WIDTH: 86 OCCUPANTS X 0.2 INCHES PER OCCUPANT -17.2 INCHES SUPPLIER TO ASSURE THE PERMITTING PROCESS IS COMPLETE. # OF EXITS READ: 2 (FROM RETAIL) INSPECTIONS A. IMMEDIATELY INFORM THE ARCHITECT THROUGH THE CONSTRUCTION MANAGER OF ANY APPROVALS, LIFE SAFETY PLAN N B SCALE: 118"=1'-0" CORRECTIONS OR REQUEST ISSUED BY A GOVERNING AUTHORITY. B. SPECIAL INSPECTIONS MAY BE REQUIRED FOR SOME ACTIVITIES; COORDINATE SPECIAL INSPECTION REQUIREMENTS AS INDICATED ON THE DRAWINGS, PERMIT DOCUMENTS, OR DEFINED IN THE PROJECT MANUAL. WORK RESPONSIBILITY SCHEDULE CONDITIONS PERTAINING TO THE DRAWINGS: A. DO NOT SCALE DRAWINGS- USE DIMENSIONS ONLY. IF LAYOUT CAN NOT BE DETERMINED FROM THE DRAWINGS OR EXISTING CONDITIONS DIFFER FROM THOSE EXPECTED, REQUEST A CLARIFICATION THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL THE WORK INDICATED ON THE PLANS AND CONTAINED WITHIN THE SPECIFICATIONS UNLESS NOTED OTHERWISE. PORTIONS OF THE PROJECT WILL BE CONTRACTED SEPARATELY BY THE OWNER WITH CONCURRENT INSTALLATION DURING FROM THE ARCHITECT THROUGH THE CONSTRUCTION MANAGER. THE GENERAL CONTRACTOR'S WORK. B. DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN: A. TO COLUMN CENTER LINE GC = GENERAL CONTRACTOR CONTRACTOR OWNER � CONTRACTOR OWNER Lu CONTRACTOR OWNER J Lu J B. TO FINISH FACE OF CMU OR GWB. __ U U J J J J = J J C. DIMENSIONS SHOWN ON LARGER SCALE DRAWINGS GOVERN. o J o J a- o J a_ D. ELEVATIONS AND LEVELS: Z ¢ Z ¢ _ Q fn Z ._t ¢ C_n Z � ¢ Z a Q C./) Z � ¢ Cn Z J ¢ __ Z d Q A. ALL NUMERICAL ELEVATIONS ARE TO TOP OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. ITEM DESCRIPTION n Z W Z o~ REMARKS ITEM DESCRIPTION = N Z c Z x o REMARKS ITEM DESCRIPTION N Z N Z "' o REMARKS E. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UNDERSTOOD TO MEAN TO ALIGN THE FINISH LL Z w Z ,� Z MATERIAL OF THE WALLS OR COLUMNS INDICATED. STOREFRONT SALES AND INTERIOR AREA SALES AND INTERIOR AREA WORK SHALL INCORPORATE THE FOLLOWING: A. IDENTIFICATION AND LABELING PROVISIONS ARE INDICATED ON THE DRAWINGS AND CONTAINED LIGHTGAUGE FRAMING • • DEMISING WALL STUDS 0 z DRESSING ROOM BENCHES • • GWB SHEATHING • • GWB AT DEMISING WALL • • wo DRESSING ROOM MIRRORS • • WITHIN THE PROJECT MANUAL. COORDINATE ALL IDENTIFICATION AND LABELING REQUIREMENTS PLYWOOD FINISHING / STAIN • • INTERIOR PARTITIONS DRESSING ROOM COAT HOOKS • • WITH THE VARIOUS DISCIPLINES AND GOVERNING AUTHORITIES. B. ACCESS DOORS ARE DEFINED IN THE PROJECT MANUAL. PROVIDE ACCESS DOORS AS INDICATED ON THE DRAWINGS OR AS REQUIRED TO ACCESS EQUIPMENT AND CONTROLS INSTALLED BY OTHER METAL REVEAL AT NEUTRAL ELEMENTS • • GWB CEILINGS AND FRAMING • • TOILET ROOM(S) DISCIPLINES, WHERE EXISTING CONTROLS OR EQUIPMENT IS ENCOUNTERED, ASSURE ACCESS IS z o VERT STEEL TUBES FOR GRILLE SUPPORT • • WALL BASE • • METAL DECK AND FRAMING AT • • STORAGE ROOM SHELVING • • FINISHES INCLUDING TILE, FRP, PAINTING, AND THRESHOLD • • MAINTAINED. C. PROVIDE ONE TYPE 5E-2A-10BC FIRE EXTINGUISHERS PER 3,000 SF AND NOT MORE THAN 75 FT OFsHowwlNDow o TRAVEL DISTANCE. MINIMUM OF TWO. PAINTING • • PROJECT NUMBER: 785 DIE-CAST BASE • • FLOOR FINISH • • UK WATERPROOF MEMBRANE • • D. EXIT ILLUMINATION IS INDICATED ON THE DRAWINGS. PRIOR TO FINAL INSPECTION, TEST AND REVIEW Z o ISSUED FOR: CONCRETE TOPPING • • PAINT STRIPING ON FLOOR FOR EXITING • • TOILET ACCESSORIES, GRAB BAR, ETC • • THE EMERGENCY ILLUMINATION SCHEME AND ASSURE ILLUMINATION IS NOT BLOCKED OR OTHERWISE " o ALTERED. ASSURE A MINIMUM ILLUMINATION LEVEL OF ONE FOOT CANDLE IS ACHIEVED IN ALL AREAS.o PERMIT / BID PLUMBING FIXTURES; LAV, TOILET, MOP SINK • • E. THE BUILDING IS SERVED BY A AUTOMATIC SPRINKLER SYSTEM. MODIFY OR REPLACE THE FIRE MALL TILE WHERE REQUIRED • • FIRE EXTINGUISHERS • • z JANUARY 9, 2013 ACCESS DOORS TO SOFFIT • • DOORS AND HARDWARE • • = WATER HEATER • • PROTECTION SYSTEM TO ACCOMMODATE THE CONFIGURATION INDICATED ON THE PLANS. RETAIN REQUIRED SUB -CONTRACTORS WHEN REQUESTED BY THE LANDLORD TO PERFORM THE WORK. a TEMPORARY BARRICADE • • GENERAL SIGNAGE • • COORDINATE ALL PERMITS ACTIVITIES AS DEFINED UNDER'PERMITTING'. SPRINKLER HEADS MOUNTED IN HARD (GWB) CEILINGS TO BE FULLY RECESSED WITH WHITE CAPS. DATE: PATCH AND REPAIR OF MALL SURFACES • • STEREO SYSTEM • • MECHANICAL F. WHERE THE BUILDIN IS SERVED BY A CENTRAL FIRE ALARM SYSTEM, MODIFY OR REPLACE THE c, z TEMPERED GLASS • • WIRING FOR STEREO AND SPEAKER SYSTEM • • 01-09-13 PERMIT BID GLAZING CHANNELS • • SUSPENDED SPEAKERS • • RTU (NEW OR RECONDITIONED) • • SYSTEM TO ACCOMMODATE THE CONFIGURATION INDICATED ON THE PLANS. RETAIN REQUIRED SUB -CONTRACTORS WHEN REQUESTED BY THE LANDLORD TO PERFORM THE WORK. COORDINATE ALL PERMIT ACTIVITES AS DEFINED UNDER PERMITTING c� GLAZING CLIPS ® • SUPPORT STRUCTURE FOR SPEAKERS • • J DUCTWORK / DIFFUSERS • • . G. ASSURE ALL COMPONENTS ARE PROPERLY SECURED AS DEFINED BY THE PROJECT MANUAL, LOCAL OVERHEAD COILING GRILLE • • M -WALL VERTICAL STANDARDS • • w THERMOSTATS • • CODE PROVISIONS, OR INDUSTRY STANDARDS RELATING TO THE APPROPRIATE DISCIPLINE, THE MORE J GRILLE TRACK • • M -WALL SHELVING ACCESSORIES • • Lu BALANCING • • STRINGENT STANDARD SHALL APPLY. WHERE COMPONENTS BRIDGE AN EXPANSION JOINT, INSTALL FLEXABLE COMPONENTS TO NOT INTERFERE WITH THE JOINT. CD SET LIMITS OF GRILLE • • BANNER HOLDER FRAMING • • EXHAUST FAN IN TOILET ROOM • • KEYING OF GATE CONTROLS • • ALL -THREAD AND SUPPORT ABOVE FOR • • BMS CONNECTIONS IF REQUIRED • • o SIGN BODY • • ELECTRICAL LANDLORD GENERAL NOTES z_ ZD BANNER FRAMING Lu CD VINYL WINDOW SIGNAGE • • x SHELF ABOVE M -WALL • • c� BLADE SIGN • • ZUMIEZ FIXTURES ATTACHED TO WALLS • • ELECTRICAL DISTRIBUTION/CONDUIT • • LL SHEET TITLE: 1. THE GENERAL CONTRACTOR IS TO READ THROUGH AND FAMILIARIZE HIM/HERSELF WITH AND COMPLY WITH REQUIREMENTS IN THE LANDLORDS TENANT DESIGN HANDBOOK BEFORE PLACING HIS/HER BID. LIFE SAFETY N BLADE SIGN BACKING • • ZUMIEZ FREESTANDING FLOOR FIXTURES • • J ELECTRICAL PANELS • • 2. THE GENERAL CONTRACTOR IS TO SUBMIT A COPY OF THE FOLLOWING ITEMS TO THE LANDLORD BEFORE �, ELECTRICAL POWER AND CONNECTION TO • • SHOE DISPLAY FIXTURE • • w TRANSFORMER IF REQUIRED • • SKATE WALL PANEL • • Lu ELECTRICAL SERVICE TO SPACE • • DOING ANY WORK: W ILLUMINATED SIGN PLAN A. A QUALIFICATION STATEMENT BLACK OUTLETS IN STOREFRONT • SKATE CASE FIXTURE • • MODIFICATION TO SWITCHGEAR • • B. CERTIFICATES OF INSURANCE AS OUTLINED IN THE TENANT CONSTRUCTION MANUAL. (SEE SPECIFICATION MANUAL) CASHWRAP FIXTURE • • ELECTRICAL METER • • CASHWRAP SOFFIT • • EXIT LIGHTS • • C. CONSTRUCTION SCHEDULE. CD D. LIST OF SUBCONTRACTORS AND CONTACTS. E. COPY OF a SHEET NUMBER: CASHWRAP SOFFIT DECORATIVE FINISH • • p7Z EMERGENCY LIGHTING • • DATA, PHONE FOR CASHWRAP • • LIGHT FIXTURES • • THE BUILDING PERMIT. F. CURRENT CONTRACTORS LICENSE FOR LOCAL JURISDICTION POWER • • LIGHT BAR AND ELECTRICAL TO LIGHTING • • 3. GENERAL CONTRACTOR MUST HAVE PRE -CONSTRUCTION MEETING WITH THE LANDLORD'S OPERATION ¢ REGISTERS/COMPUTER EQUIPMENT AT CASHWRAP • • FIRE PROTECTION MANAGER PRIOR TO START OF CONSTRUCTION. 4. A COPY OF THE LANDLORD APPROVED DRAWINGS ARE TO BE ON THE JOB SITE AT ALL TIMES. " A0e02 5. FOR ADDITIONAL REQUIREMENTS, REFER TO THE LANDLORD'S TENANT DESIGN HANDBOOK AND APPLICABLE SENSORMAT DETAGGER• • SPRINKLER SYSTEM 0 0 RULES AND REGULATIONS. W Z FIRE ALARM SYSTEM IF REQUIRED 0 0 Lu 0 VE REM VE PROTECT NEUTRAL CONStRUCTION STOREFRONT FRONITTING SIGNAGE EXISTING PROTECT DURING CONSTRUCTION € O I----- 1 -I J L-� ----I------I--- - - - - -- - - - - - - - - - -I- - - - - - - - - - - - - I I I I I I� I� I I I r -- - - - - - - - - - - - - - , I ----------------I I I I I I II II I I II I I I 1---------------� I I 1 m} I---- --+----I�-II---4--1-J-+----I------+--------------------I-------------- I ----------------r---I--tI----11-----I�--------------------tl------------11--- I € I I I I I I I I I I I I 02.22 02.18 I I I I I I I I I II II I _ I I' II II II I I II II II II I' j ----------------I I II II II II 1 1 II II II II II I II II II II I 1 II II II II II ! I I I I I I I I I I I I I I 1 E } --------------- I I I I I I I I € II II I 1 I II II II II 1 I II 11 I 1 , ----------------I -,02.1.8- - ----------------I I I _� I --� 1 1 ''---- 02.12 '1----- I I I I I I I I I I I I DEMOLITION PLAN - STOREFRONT SCALE: 114" =1'-0" RETURN WALL TO BULKHEAD WITH DUST PROOF LID AS APPROVED BY MALL CONTRACTOR ACCESS DOOR (VERIFY IF ALLOWED BY MALL) WHERE NEEDED BY CONTRACTOR, DOOR MUST SWING INTO THE TENANT SPACE ZUMIEZ GRAPHIC SIGNAGE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR, ATTACH WITH TRUSS HEAD SCREWS THROUGH IN BANNERS -- I SAS REQUIRED AND APPROVED BY A MALL REPRESENTATIVE AB ' -'*\\TEMPORARY BARRICADE ELEVATION SCALE: 114" =1'-0" GENERAL NOTES EXISTING NEUTRAL PIER, PROTECT DURING CONSTRUCTION GENERAL NOTES: 1. WALL IS SHOWN "FLATTENED" WITH ALL WALLS IN THE SAME PLANE 2. INSTALLATION OF THE BARRICADE IS TO OCCUR ONLY WHEN THE MALL IS CLOSED 3. VERIFY BARRICADE CONSTRUCTION AND LOCATION WITH MALL OPERATIONS MANAGER. 4. FASTEN TO MALL FINISH MATERIAL ONLY, AS APPROVED BY LANDLORD 5. PROVIDE TEMPORARY BARRICADE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 6. REMOVE BARRICADE AT COMPLETION OF PROJECT. OBTAIN MALL APPROVAL PRIOR TO REMOVING BARRICADE, PATCH AND REFINISH ALL ADJACENT MATERIALS 7 SEE TENANT MANUAL FOR MORE INFORMATION A. PRIOR TO BID, SPACE IS CURRENTLY OCCUPIED. COORDINATE WITH OWNER FOR ACCESS RESTRICTIONS. B. PROTECT EXISTING MALL TILE, BULKHEAD, AND NEUTRAL PIER DURING CONSTRUCTION. PATCH AND REPAIR AS REQUIRED TO MATCH ADJACENT SURFACES C. REMOVE EXISTING FLOOR COVERING TO BARE CONCRETE FROM ALL EXISTING SPACES TYP. U.N.O. PREPARE CONCRETE SURFACE TO RECEIVE FINISH. D. REMOVR EXISTING CbILING & SOFFITS & ASSOCIATED MECH. & ELECT. U.N.O. SEE M & E E. DO NOT ABANDON ANY UTILITIES OR MATERIALS WITHIN LEASE SPACE. REMOVE UTILITIES BACK TO THEIR SOURCE. F. COVER MECHANICAL RETURN AIR OPENING BEFORE AND DURING CONSTRUCTION. G. ABANDONED UTILITIES SHALL BE REMOVED COMPLETELY TO THEIR SOURCE. SEE ELECTRICAL AND MECHANICAL. WALLS, FLOORS, AND CEILING FINISHES SHALL BE PATCHED TO MATCH ADJACENT SURFACES. H. REMOVE ALL EXISTING MERCHANDISING SYSTEMS UNO. CONFIRM DISPOSAL WITH MALL MANAGEMENT. L - .09 9411- TYPICAL 4"TYPICAL INDIVIDUAL BANNER SIZE O TAPE, FINISH AND PAINT GWB 02.30 COLOR TO k PER MALL STANbARDS _I 1 1 2r - ._..._ ....................... LU 2.3 o z I L._....... C? p a O - 0 1 4" BLACK COVE I 02.30 RUBBER BASE AS REQUIRED AND APPROVED BY MALL REPRESENTATIVE D KEY NOTES - DEMOLITION PLAN 02.10. REMOVE EXISTING PARTITION AND ATTACHED STORE FIXTURES 02.11. EXISTING PARTITION TO REMAIN. REMOVE STORE FIXTURES, SHELVES, MIRRORS. PATCH EXISTING GWB AS REQUIRED ON RETAIL SIDE (WHERE RETAIL AREA OCCURS 02.12, EXISTING PARTITION TO REMAIN. PROTECT DURING CONSTRUCTION. MAINTAIN FIRE RATINGS 02.13. REMOVE TOP OF EXISTING SLAB FOR INSTALLATION OF NEW FLOOR FINISH REFER TO NEW WORK. 02.14. PROVIbE TEMPORARY BARRICADE, COORDINATE WITH MALL FOR SPECIFIC REQUIREMENTS. SEE DETAIL 2/A1.01 02.15. RETAIN EXISTING MALL TILE EXCEPT REMOVE AS NEEDED FOR INSTALLATION OF NEW CONSTRUCTION PROTECT DURING CONSTRUCTION. 02.16. REMOVE EXISTING STOREFRONT SYSTEM 02.17. REMOVE EXISTING DOOR AND FRAME 02.18. EXISTING DOOR AND FRAME TO REMAIN 02.19. REMOVE EXISTING OVERHEAD GRILLE AND MOTOR 02.20. TRENCH FOR NEW UTILITIES. 02.21. PREPARE CONCRETE FOR NEW FINISH. 02.22. REMOVE EXISTING TOILET FIXTURES. 02.23. EXISTING COLUMN TO REMAIN PROTECT DURING CONSTRUCTION 02.24. REMOVE EXISTING FREESTANbING M -WALL BAYS. 02.25, REMOVE PORTION OF PARTITION FOR INSTALLATION OF NEW DOOR, SEE NEW WORK. 02.26. REMOVE EXISTING CASHWRAP & SOFFIT O 41 42 O O 0 I I I I I I 02.10 r; 02.10 02.1 02.10 ;1"j j 02.10 02.10 III 02.11 I 02.10 j 02.11 j , 02.16 i rI I ' i II i I I� I 02.21 j �� 02.17 02.10 02.17 02.21 (� I I (� �. 02.11 ! I l j 02.26 I I l 02.12 I 02.23 02.24 02.23 j �rs ui3L.ts L Vers urs � -152-20 I �-- 4" �--------I------ ----- ----------- -- - -- ---- -- ----- -- 02.17 ! 02. 1 02.10 ! L i r i ! 02.11 02.10 j 02.16 I I I I I I I I I I 101 I I I I I I I I I I I 02.15 B 02.14 I DEMOLITION PLAN N SCALE. 118 0 -1- ® 41 42 0 0 O I I I I I I I I I I I I mol 02.15 02.14 02.19 C 02.15 WASHINGTON SQUARE MALL 9491 SW WASHINGTON SQUARE RD TIGARD, OR STORE #31 DAVID J. MURPHY ARCHITECT 910 LENORA STREET, SUITE 5707 SEATTLE, WASHINGTON 95171 T: 706 . 341 - 9875 WWW. MURPIiYVAIIET.COM m j Ir__j 1! 1 - - I € I I I I j € I I ! I I #E I _1 I i � '� .3 , 02 7 I / I 02 36 0 4 II I I II I II I II 111 I' II III I :........ r - = ----• ...__W � III NZ } i I Im�- I -- - I p2.3 ........................�' I VIII r- II 11 - I- --- y-- I--r�---- - - - -- - i I L ---------J I I I - - Al I-- - �n - ---- TME -H-_ -21 -------_ ---- ---- t 1 € - - I ISI M?r I I ,.. .I.._ I L----------' II fs - 'yVf I I I I I I I 02.32 I PROJECT NUMBER: 785 ISSUED FOR: PERMIT / BID JANUARY 9, 2013 DEMOLITION REFLECTED CEILING PLAN SCALE: 1/8" =1'-0" KEY NOTES - DEMOLITION REFLECTED CEILING PLAN 02.30. EXISTING GWB CEILING TO REMAIN, REMOVE ALL ATTACHED FIXTURES 02.31. EXISTING SUSPENDED ACT CEILING GRID TO REMAIN, REMOVE ACT TILES AND ALL ATTACHED FIXTURES 02.32. EXISTING STOREFRONT SOFFIT TO REMAIN 02.33. REMOVE EXISTING CASHWRAP SOFFIT 02.34. EXISTING HVAC DUCT TO REMAIN 02.35. EXISTING HIGH BAY LIGHT TO BE REMOVED, RETAIN EXISTING MOUNTING 02.36. REMOVE EXISTING TRACK LIGHTING 02.37. EXISTING HIGH BAY LIGHT TO BE REMOVED IN ITS ENTIRETY DATE: 01-09-13 PERMIT/BID SHEET TITLE: DEMOLITION PLAN AND TEMPORARY BARRICADE SHEET NUMBER: A1.01 0 Lu 0 0 a' a Lu co Lu 0 W cn L4 J z �o 8'-21/2 " VIF I 41 42 112'-5112 " VIF 20'-0" VIF I' 20'-0" VIF I' 20'-0" VIF 20'-0" VIF I I I 73'-1" JNE =---------CASHWRAP - - - -- 30'-331411 Va i iK CENTERLINE OF I 20'-0" VIF 4'-3" VIF - I I a / 1 1 ? 1 1 1 1 1 �1 -I 1♦ 1 1 €, f 1 1 � ( 1, bCCEi SSIBLE i 03.10 i 5 12.10 I 09.16 12.10 2 09.16 ; FE 16.13 12.10 I DRESSING Roo DRESS. RM DRESS. RM ' 004 003 ' ` I I 10.01 I 12.1A 16.19 03.10 1 0 \ I 005 I �-. I i I n�1 I 10.18 j 16.14 j 005 C 005 C_ ; ! j i 1 CASHI�IRAP 1 I I I 3 I i 16.12 �-o j I 16.16 I 16.16 j CONC1 j I I l i I i o C3 I ---------r-------I- -+---------- ----------I' I j �` ❑ ❑ i 16.13 j 1 .13 -------- --1--- I II II -----;�--�----------�--------- j I 1 ` I I I RETAIL AREA �•% I 16.15 ! 16.17 % A I I `•I----------1------------' i t I I oo� i I B A8.01 C ! _. 12.10 ; j j ! AREA: 2 531 SF i ! 1 1 CONC1 i 16.19 I 1 16.19 10.10 SKATE CASE I I I ' I i t (0-31-0-)-7i tI I 09.14 I 09.14 I 10.11 I --------- --------------------------------------- .0 *- N .o I rl'5 YA3.01 E 1 1 1 1 1 i 09.11 i 1 1 1 1 1 I i 00.10 0 CD _ .. I 10LD i •--------- I I I I i I 10.11 I 16.20 I i 1 12'-10112 �' 1 I i i i i I I I I I 12.10 16.14 16.14 Fll120 09.16 2-10114 LINE S 314" MELAMINE SHEI EDGED, 16" DEEP REEVE'S SHELVING STANDARD, ALIGN ON STUD, MAX. SPACING 32" O.C. 114" DIAMETER 2114" LONG TYOE S SHEET METAL SCREWS, ATTACH TO METAL STUDS, 8 TOTAL SCREWS PER STANDARD SHELF BRACKET / SECTION ELEVATION IF ATTACHING TO CMU USE (8)1/4" DIAM X 2 314" SIMPSON TITEN PHILLIPS FLATHEAD SCREWS PER STANDARD INSTEAD OF SHEET METAL SCREWS, USE STANDARD BLUE COLOR NOTE: ALL STORE ROOM REEVES SHELVING SYTEMS #: SHELVES SAME. STANDARD: #44 SEE A2.01 FOR LOC. ROD BRACKET: #71-A14 REFER TO SPECIFICATIONS SHELF BRACKET: #81-C-16 FOR ADDITIONAL INFORMATION STORAGE SHELVING SCALE: 114" =1'- 0" A. PRIOR TO BID, SPACE IS CURRENTLY OCCUPIED. COORDINATE WITH MALL FOR ACCESS RESTRICTIONS. B. PROTECT EXISTING MALL SURFACES DURING CONSTRUCTION. PATCH AND REPAIR AS REQUIRED TO MATCH ADJACENT SURFACES C. REMOVE EXISTING FLOOR COVERING TO BARE CONCRETE FROM ALL EXISTING EGL CONCRETE FISURFACE TO IVE IND. RMOVff EX STNL NG & SOFFITS & A OCAD MCH &ELECT U..O. SEE M & E E. DO NOT ABANDON ANY UTILITIES OR MATERIALS WITHIN LEASE SPACE. REMOVE UTILITIES BACK TO THEIR SOURCE. F. COVER MECHANICAL RETURN AIR OPENING BEFORE AND DURING CONSTRUCTION. 0.12 I I A_ I I L I 83'-51/4 " VIF 006 W EXISTING STORAG 10.15------02 AREA: 132 SF I 09.10 10.17 KEY NOTES - FLOOR LAN 00.10 LEASE LINE 03.10 PATCH AND REPAIR CONCRETE FLOOR AS REQUIRED TO INSTALL NEW UTILITIES, SEE DETAIL 6/A5.01. 09.10 EXISTING GWB FINISH TO REMAIN. AT FIRE RATED WALLS PATCH AS REQUIRED TO MAINTAIN 1 -HR FIRE RATING AND PREPARE FOR SURFACE TREATMENT. 09.11 EXISTING MALL TILE, EXTEND TO STOREFRONT AS REQUIRED, REMOVE EXISTING TILE ONLY AS REQUIRED, MALL TILE TO BE PURCHASED FROM ON-SITE OPERATING MANAGER. 09.12 YELLOW PAINTED FLOOR STRIPES SEE DETAIL 3/A9.02 09.13 INSTALL SPECIFIED FLOORING PR6DUCT PER FINISH KEY. PROVIDE CAVITY IN FLOOR TO ACCOMMODATE NEW FLOOR FINISH (314" MIN DEPTH), REFER TO PROJECT SPECIFICATIONS FOR SETTING REQUIREMENTS. PROVIDE NEW SLOPED TRANSITION AT 1150 TO NEW FLOOR LEVEL. 09.14. EXISTING FREE STANDING COLUMN, PAINT P-2 09.15. INFILL TO MATCH EXISTING 09.16. PATCH WALL WHERE PILASTER HAS BEEN REMOVED 10.10 PROVIDE "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" SIGN ON GRILLE TUBE TO BE VISIBLE IN THE OPEN POSITION. USE 1" HIGH LETTERS bN CONTRASTING BACKGROUND. 10.11 ADA TACTILE EXIT SIGN, SEE DETAIL 11/A9.02. 10.12 VERIFY EXISTING TENANT SIGN ON DOOR MATCHES STANDARD MALL SIGNAGE 10.13 UNISEX "ACCESSIBLE" RAISED LETTER SIGN, CENTER @ 60" AFF ON WALL AND DOOR, SEE DETAIL 111A9.02 10.14 UNISEX "ACCESSIBLE" RESTROOM SIGN, CENTER @ 60" AFF ON WALL AND DOOR, SEE DETAIL 11/A9.02 10.15 REEVES SHELVING SYSTEM, SEE DETAIL 2/A2.01 10.16 TOILET ROOM ACCESSORIES AND MOUNTING LOCATIONS, SEE DETAIL 9/A5.01. 10.17 PROVIDE "NOT AN EXIT" SIGN ON CORRIDOR SIDE OF STOCKROOM DOOR. 10.18 FIRE EXTINGUISHER (5E-2A-10BC) 1 • I � 1 ♦ 5 I -- --- ----------------------------------------------I----------------' 4'-9-" VIF � j I ! I 12.10 F.O.I.C. MERCHANDISE SYSTEM/FIXTURE, SEE INTERIOR ELEVATIONS. 15.10 NOT USED 15.11 REPLACE EXISTING TOILET IN KIND, FOR MAINTENANCE. 15.12 REPLACE EXISTING LAVATORY IN KIND, FOR MAINTENANCE. 15.13 30"X 40" ADA LAVATORY CLEAR FLOOR SPACE. 15.14 56" X 60" ADA TOILET CLEAR FLOOR SPACE. 15.15 60" DIAMETER ADA CLEAR TURNING SPACE. FLOOR PLAN SCALE. 114 -1-0 0 1 2 4 16.10 LOCATION OF EXISTING ELECTRICAL PANEL, SEE ELECTRICAL. 16.11 LOCATION OF EXISTING PHONE BOARD, SEE ELECTRICAL. 16.12 SURFACE MOUNTED FOURPLEX FLOOR OUTLET - ONE SIDE DEDICATED & ISOLATED. SEE ELECTRICAL. 16.13 PROVIDE (2)1" CONDUITS IN CASH WRAP. SEE ELECTRICAL. 16.14 PROVIDE OUTLETS IN PIERS AT DISPLAY WINDOWS VIA TIME CLOCK. PROVIDE BLACK OUTLETS AND COVERS. SEE ELE6TRICAL. 16.15 SURFACE MOUNTED JUNCTION BOX FOR CASHWRAP LIGHTING, SEE ELECTRICAL. HARDWIRE CASHWRAP INTEGRAL LIGHT TO JUNCTION BOX. 16.16 PROVIDE (2) SEPARATE TELEPHONE CABLES AND JACKS TO (2) LOCATION IN CASHWRAP, SEE ELECTRICAL. 16.17 ILLUMINATED REAR DOOR BUZZER, PLACE CHIME IN CASH WRAP. LOCATE AT EXTERIOR MALL EXIT DOOR, PLACE ON LATCH SIDE OF DOOR, SEE ELECTRICAL. 16.18 SWITCHBANK, LOCATE ON PLAN WHERE INDICATED ON ELECTRICAL, HEIGHT TO BE 48" MAX ABOVE THE FINISH FLOOR TO SWITCH OPERATION, IF SWITCH PLATES ARE LOCATED ABOVE EACH OTHER THEN SPACE 6" VERTICALLY BETWEEN CENTERLINE OF SWITCHES LABEL PER DETAIL 13/A9.02. 16.19 PROVIDE RECESSED FLOOR OUTLET, SEE ELECTRICAL. 16.20 SURFACE MOUNTED JUNCTION BOX FOR SKATE CASE, SEE ELECTRICAL. WASHINGTON SQUARE MALL 0491 SW WASHINGTON SQUARE RD TIGARD, OR 1STORE #31 DAVID J. MURPHY ARCHITECT 910 LENORA STREET, SUITE 5707 SEATTLE, WASHINGTON 98171 T: 2o6.341.9875 VIEW. MUHPHYVAREY.COY 1�I FTTLEj URPHYSHIMTON F0 PROJECT NUMBER: 785 ISSUED FOR: PERMIT / BID JANUARY 9, 2013 DATE: 01-09-13 PERMIT/BID SHEET TITLE: FLOOR PLAN SHEET NUMBER: A2.01 KEY TO SYMBOLS 1 a REFER TO SHEET A9.01 & A9.01a FOR PARTITION DETAILS 006E REFER TO SHEET A9.02 FOR DOOR & HARDWARE SCHEDULE CONC2 REFER TO SHEET A9.02 FOR FINISH SCHEDULE & LEGEND GENERAL NOTES A. PRIOR TO BID, SPACE IS CURRENTLY OCCUPIED. COORDINATE WITH MALL FOR ACCESS RESTRICTIONS. B. PROTECT EXISTING MALL SURFACES DURING CONSTRUCTION. PATCH AND REPAIR AS REQUIRED TO MATCH ADJACENT SURFACES C. REMOVE EXISTING FLOOR COVERING TO BARE CONCRETE FROM ALL EXISTING EGL CONCRETE FISURFACE TO IVE IND. RMOVff EX STNL NG & SOFFITS & A OCAD MCH &ELECT U..O. SEE M & E E. DO NOT ABANDON ANY UTILITIES OR MATERIALS WITHIN LEASE SPACE. REMOVE UTILITIES BACK TO THEIR SOURCE. F. COVER MECHANICAL RETURN AIR OPENING BEFORE AND DURING CONSTRUCTION. 0.12 I I A_ I I L I 83'-51/4 " VIF 006 W EXISTING STORAG 10.15------02 AREA: 132 SF I 09.10 10.17 KEY NOTES - FLOOR LAN 00.10 LEASE LINE 03.10 PATCH AND REPAIR CONCRETE FLOOR AS REQUIRED TO INSTALL NEW UTILITIES, SEE DETAIL 6/A5.01. 09.10 EXISTING GWB FINISH TO REMAIN. AT FIRE RATED WALLS PATCH AS REQUIRED TO MAINTAIN 1 -HR FIRE RATING AND PREPARE FOR SURFACE TREATMENT. 09.11 EXISTING MALL TILE, EXTEND TO STOREFRONT AS REQUIRED, REMOVE EXISTING TILE ONLY AS REQUIRED, MALL TILE TO BE PURCHASED FROM ON-SITE OPERATING MANAGER. 09.12 YELLOW PAINTED FLOOR STRIPES SEE DETAIL 3/A9.02 09.13 INSTALL SPECIFIED FLOORING PR6DUCT PER FINISH KEY. PROVIDE CAVITY IN FLOOR TO ACCOMMODATE NEW FLOOR FINISH (314" MIN DEPTH), REFER TO PROJECT SPECIFICATIONS FOR SETTING REQUIREMENTS. PROVIDE NEW SLOPED TRANSITION AT 1150 TO NEW FLOOR LEVEL. 09.14. EXISTING FREE STANDING COLUMN, PAINT P-2 09.15. INFILL TO MATCH EXISTING 09.16. PATCH WALL WHERE PILASTER HAS BEEN REMOVED 10.10 PROVIDE "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" SIGN ON GRILLE TUBE TO BE VISIBLE IN THE OPEN POSITION. USE 1" HIGH LETTERS bN CONTRASTING BACKGROUND. 10.11 ADA TACTILE EXIT SIGN, SEE DETAIL 11/A9.02. 10.12 VERIFY EXISTING TENANT SIGN ON DOOR MATCHES STANDARD MALL SIGNAGE 10.13 UNISEX "ACCESSIBLE" RAISED LETTER SIGN, CENTER @ 60" AFF ON WALL AND DOOR, SEE DETAIL 111A9.02 10.14 UNISEX "ACCESSIBLE" RESTROOM SIGN, CENTER @ 60" AFF ON WALL AND DOOR, SEE DETAIL 11/A9.02 10.15 REEVES SHELVING SYSTEM, SEE DETAIL 2/A2.01 10.16 TOILET ROOM ACCESSORIES AND MOUNTING LOCATIONS, SEE DETAIL 9/A5.01. 10.17 PROVIDE "NOT AN EXIT" SIGN ON CORRIDOR SIDE OF STOCKROOM DOOR. 10.18 FIRE EXTINGUISHER (5E-2A-10BC) 1 • I � 1 ♦ 5 I -- --- ----------------------------------------------I----------------' 4'-9-" VIF � j I ! I 12.10 F.O.I.C. MERCHANDISE SYSTEM/FIXTURE, SEE INTERIOR ELEVATIONS. 15.10 NOT USED 15.11 REPLACE EXISTING TOILET IN KIND, FOR MAINTENANCE. 15.12 REPLACE EXISTING LAVATORY IN KIND, FOR MAINTENANCE. 15.13 30"X 40" ADA LAVATORY CLEAR FLOOR SPACE. 15.14 56" X 60" ADA TOILET CLEAR FLOOR SPACE. 15.15 60" DIAMETER ADA CLEAR TURNING SPACE. FLOOR PLAN SCALE. 114 -1-0 0 1 2 4 16.10 LOCATION OF EXISTING ELECTRICAL PANEL, SEE ELECTRICAL. 16.11 LOCATION OF EXISTING PHONE BOARD, SEE ELECTRICAL. 16.12 SURFACE MOUNTED FOURPLEX FLOOR OUTLET - ONE SIDE DEDICATED & ISOLATED. SEE ELECTRICAL. 16.13 PROVIDE (2)1" CONDUITS IN CASH WRAP. SEE ELECTRICAL. 16.14 PROVIDE OUTLETS IN PIERS AT DISPLAY WINDOWS VIA TIME CLOCK. PROVIDE BLACK OUTLETS AND COVERS. SEE ELE6TRICAL. 16.15 SURFACE MOUNTED JUNCTION BOX FOR CASHWRAP LIGHTING, SEE ELECTRICAL. HARDWIRE CASHWRAP INTEGRAL LIGHT TO JUNCTION BOX. 16.16 PROVIDE (2) SEPARATE TELEPHONE CABLES AND JACKS TO (2) LOCATION IN CASHWRAP, SEE ELECTRICAL. 16.17 ILLUMINATED REAR DOOR BUZZER, PLACE CHIME IN CASH WRAP. LOCATE AT EXTERIOR MALL EXIT DOOR, PLACE ON LATCH SIDE OF DOOR, SEE ELECTRICAL. 16.18 SWITCHBANK, LOCATE ON PLAN WHERE INDICATED ON ELECTRICAL, HEIGHT TO BE 48" MAX ABOVE THE FINISH FLOOR TO SWITCH OPERATION, IF SWITCH PLATES ARE LOCATED ABOVE EACH OTHER THEN SPACE 6" VERTICALLY BETWEEN CENTERLINE OF SWITCHES LABEL PER DETAIL 13/A9.02. 16.19 PROVIDE RECESSED FLOOR OUTLET, SEE ELECTRICAL. 16.20 SURFACE MOUNTED JUNCTION BOX FOR SKATE CASE, SEE ELECTRICAL. WASHINGTON SQUARE MALL 0491 SW WASHINGTON SQUARE RD TIGARD, OR 1STORE #31 DAVID J. MURPHY ARCHITECT 910 LENORA STREET, SUITE 5707 SEATTLE, WASHINGTON 98171 T: 2o6.341.9875 VIEW. MUHPHYVAREY.COY 1�I FTTLEj URPHYSHIMTON F0 PROJECT NUMBER: 785 ISSUED FOR: PERMIT / BID JANUARY 9, 2013 DATE: 01-09-13 PERMIT/BID SHEET TITLE: FLOOR PLAN SHEET NUMBER: A2.01 H x c� a O U W x f— U Z_ J U Z co x CD _o W LL cn'W'^^ Lu I.NL I..L w x 1� 0 z a O a z 0 0 J J Q Z Lu J J Q x co 1-- 0 U W H 2 U Q W x H W D O a W cn w x F- O co co Lu J Z 1-- U W O a co x O H U W d w x J Lu J O .U) W 0 LL. U-1 U W w U) U LU x Q w x O z W co z z a F - z W U O v) x I-- sm TRACK LIGHTING RETAIL FLOOR: (11) - 4' TRACK (1 0) - 8' TRACK MATCH LINE STOREFRONT: (3) - 3' TRACKS (1) -18' TRACK KEY TO SYMBOLS P-4 REFER TO SHEET A9.02 FOR FINISH SCHEDULE & LEGEND A REFER TO SHEET A2.02 FOR LIGHTING SCHEDULE GENERAL NOTES 1. PAINT ALL CEILING COMPONENTS INCLUDING DUCTWORK, SPRINKLER LINES, PIPING, CONDUIT, ETC. DO NOT PAINT ITEMS TO REMAIN UNPAINTED, SEE SPECIFICATIONS. REFLECTED CEILING PLAN SCALE. 114 -1-0 0 1 2 4 KEY NOTES - REFLECTED CEILING PLAN 02.01 EXISTING SUSPENDED ACT CEILING GRID AT 18'-0" AFF TO REMAIN, NEW 10.01 OWNER FURNISHED ILLUMINATED NEON SIGN, SEE ELECTRICAL. ACT TILES 15.01 NOT USED 06.01 NOT USED 16.01 CONTRACTOR INSTALLED OWNER FURNISHED SPEAKERS, MOUNT TO CEILING 08.01 FIO OVERHEAD COILING GRILL @ 13'-0", PROVIDE 1 PAIR OF CONCEALED 14 GA SHIELDED SPEAKER WIRE PER 08.02 PROVIDE 2'-0" X 2'-0" FLUSH METAL ACCESS DOOR IN WALL ABOVE SPEAKER TO CASH WRAP, SEE ELECTRICAL, SEE DETAIL 81A5.01. SOFFIT, PAINT TO MATCH ADJACENT SURFACE. 16.02 SUSPENDED LIGHT TRACK AND LIGHT, SEE DETAIL 111A5.01. 09.01 EXISTING GWB CEILING TO REMAIN 16.03 NOT USED 09.02 NOT USED 16.04 EXIT LAMP WITH BATTERY BACK-UP, MOUNT TO VERTICAL WALL, SEE ELEVATIONS, 09.03 NOT USED SEE ELECTRICAL. 09.04 5/8" GWB CEILING AT 8'-6" A.F.F. 6" METAL STUDS(33 MIC) @ 16" O.C. 16.05 OWNER FURNISHED WALL SCONCE, CENTER ON DRESSING ROOM DOORS, PROVIDE "J" BOX. SEE LIGHTING SCHEDULE FOR MOUNTING HEIGHTS. � WASHINGTON SQUARE MALL 1 9491 SW WASHINGTON SQUARE RD I TIGARD, OR 1 i STORE #31 1 1 1 1 1 1 1 1 1 1 1 1 I DAVID J. MURPHY 1 ARCHITECT 1 1 910 LENOEA STREET, SUITE S207 1 SEATTLE, WASHINGTON 98171 1 T: 206 . 341 • 9875 1 VVV. MURPHYVAIEY.COM 1 1 m 1 1 1 1 1 1 1 I 1 ~ URPHY 1 1 TT , W SHIIGTON PROJECT NUMBER: 785 ISSUED FOR: PERMIT / BID JANUARY 9, 2013 DATE: 01-09-13 PERMIT/ BID SHEET TITLE: REFLECTED CEILING PLAN SHEET NUMBER: A2.02 a c a a F - LL a v u a LL F- 3 � A3.02 —', DOUBLE STUD FULL HEIGHT 3/4" BLACK METAL REVEAL I 16 GA SHEET METAL QMTDi PANELS DIRECTLY GLUED TO GWB, APPLY WITH TROWELED ADHESIVE, ALL PANELS TO BE FLUSH AND FLAT ----------- -------- ----- ---- a -------------------------------------- I 0 I I I 4 i I DOUBLE STUD I A -., fir •--- ----- -•-- -- -----•------------------------r--•------------- A3.01 4 0 3'-31/2 " I a Lu 4i � I 518" CLEAR I TEMPERED j GLASS BY GC i z I CONCRETE RISER CONC-4 I I � I •.�,--- ----------•--•-------.._..--------- 1--------•-•----- B i A3.01 N I GV I I A3.01 PLYWOOD I EXISTING PANELS APPLIED j BUILDING COLUMN TO GWB ! 4'-0" ------ Iii ri _F A3.02 SIM I o d- 518" CLEAR TEMPERED GLASS BY GC 10 6'-7" A3.02 4 *NOTES: 1. VERIFY LEASE LINE LOCATION IN FIELD WITH MALL AND COORDINATE SO STOREFRONT DOES NOT EXTEND PAST LEASE LINE 2. ALL PLYWOOD PANELS TO BE FIRE TREATED 3. ALL PLYWOOD GRAIN TO BE ORIENTED IN HORIZONTAL DIRECTION UNLESS NOTED OTHERWISE SCALE: 1/2" =1'-0" 0 1 2 4 16 GA SHEET METAL MTL-1 A B PANELS DIRECTLY PRE FABRICATED PLYWOOD PANEL, GLUED TO GWB, APPLY A3.015 A3.01 ATTACH DIRECTLY TO GWB pLY-1 fEl WITH TROWELED ADHESIVE! O f ALL PANELS TO BE FLUSH ............... ...._.._._.._ ..-----. ....._..................... _. 2 _....... _.. << _............_..A3 0 ........-..._._................................................................................................................._ .. _ T.OP..OF.METAL PANEL AND FLAT ! - ELEV. 14'-0" AFF i .T..OP..OF.SOFFIT......... i j I I ELEV.12'-9" AFF I << B01TOM.OF HIGH I " SOFFIT ELEV.11'-9" AFF ! 16 GA SHEET METAL(MTL-1 ' PANELS DIRECTLY j GLUED TO GWB, APPLY I i BOTTOM OF SOFFIT WITH TROWELED ADHESIVE: i i 4 EQ. PANELS ELEV. 9'-9" AFF ALL PANELS TO BE FLUSH AND FLAT EXISTING MALL i JOINT JOINT NEUTRAL PIER _ 10 -- ----- -�►- - -- --- -. _.._..-----------------------------------.._.._..----------......_..-------•---------------------------._.._..----------------.._. .._.. CLEAR TEMPERED i A3.01 GLASS BY GC - - ! GLASS CLIP ! GLASS CLIP GLASS CLIP i STYLMARK i STYLMARK STYLMARK i PART # 510585 i PART # 510585 PART # 510585 3 i � rl5 A3.02 ,.r••- - -••- - -i--- --------------------------._.._..._.._.._.._.._.._.._.._.._..-----------------------------------------........................................ A3.01 � I I ' 314" BLACK METAL ! ! REVEAL ! ! CLEAR TEMPERED 314" LACK i GLASS BY GC MET I L REVEAL GROUT BREAK i GROUT BREAK 3 5/8f METAL STUD 33 MIL (� A O.C., OWNER FURNISHED OOD OVER 5/8" GWB I ' i I PRE FABRICATED PLYWOOD PANEL, ATTACH DIRECTLY FIO SIGN, GC TO PROVIDE AND CONNECT POWER TO SIGN, CENTER ON GRILLE OPENING TO GWB PLY -1 -- - _.__ 3 _ AND FLAT -_ T.OP.OF.METAL PANEL....::<<. A3.02 A3.01 A3.03 ELEV. 14'-011 AFF TOP OF SOFFJT... ........ . ------------------, ELEV. 12'-9"AFF ---—----------- —-------- — ' � i -�� :BOTTOM OF MALL .... BOTTOM OF ........... .... � :BOTTOM ................ :. • � ELEV.11'-10" VI F SOFFIT ELEV.11 9 AFF --- �------------------- !..............................__.......... ....._ _......_ _..... ..........� 13 TO GWB j A3.02 BOTTOM, F SOFFIT .r' _----_----__________.,.... , . - 'T j ELEV. 9'-9"AFF --------------------------r — —r 16 GA SHEET METAL MTL-) PANELS DIRECTLY GLUED TO GWB, APPLY WITH TROWELED ADHESIVE, ALL PANELS TO BE FLUSH CLEAR TEMPERED GLASS BY GC JOINT I.,.._.._.._.._.a_.._.._.._.._.._.._.._a._.._.._.._.._.._.._.._a1.4.. GLASS CLIP - STYLMARK PART # 510585 .4W.. ---------I--._.._..-------------1---•------------------- GROUT BREAK FOIC PRECAST CONCRETE BASE 10 A3.02 I i i f FIO RECESSED GRILLE TRACK, i BLACK ANODIZED, SEE 11A3.02• , _.._.._..T.--•----- ................................. i i GRILLE'OPENING i ! i Al i i TILE BASE T-2 m Ir WASHINGTON S QUARE MALL 9491 SW WASHINGTON SQUARE RD TIGARD, OR STORE #31 CLEAR TEMPERED GLASS BY GC FOIC 3/4"PLY-1 PLYWOOD DAVID J. MURPHY ARCHITECT 910 LENOEA STREET, SUITE 8207 ylo1 O SEATTLE, WASHINGTON 98121 _.._.._.._.._.._.._.._.._.._.._.._.._ _.. ..._.. T: 206.341.9875 A3.01 VVW. MUEPHTVAEET.GO" GLASS CLIP rvi STYLMARK 3/4" BLACK METAL PART # 510585 REVEAL 4l/ FOIC PRECAST CONCRETE BASE TILE BASE T-2 SOUTH STOREFRONT ELEVATION I I\!V V ,. v /% 1,V VI %11_A -E_ I HNE_ 81-011 1'_8" 6'-51/211 BY GRILLE MANUFACTURER F-JO-GRI6l-ELTRACI�--------------------- ------ ---------------------------- �.BLACK ANODIZED .... ......................................................................................................................... 1 10 ! A3.02 SIM. ,- - --- :..........._ ........._ ......... .... _ ._ CONCRETE RISER N --T---------- "°- i '-9314---------- -� ---�- ' 8 8W'N ' _...__.f............{ ...................................... _...............�...................._.__: - ............. .................. BES T-2 _......_.......................... ...............................__........... :............. I � - ................... 112" CLEAR TEMPERED ._...__ GLASS BY GC ! 6 91-411 A3.02 1'-0" 4'-9112 " 10 '- 3/411 23'-9y=" i A3.02 T-1 ryD J URPHY It cd y I W SHHIGTON OR�'�� PROJECT NUMBER: 785 ISSUED FOR: PERMIT / BID JANUARY 9, 2013 DATE: 01-09-13 PERMIT/BID SHEET TITLE: STOREFRONT PLANS, ELEVATION, AND SECTIONS SHEET NUMBER: *A\ INFIL MALL TILE AS REQUIRED T-1 STOREFRONT PLAN AB EAST STOREFRONT ELEVATION " !!%MEENNEMmi 4) SCALE: 1/2 =1'-0" SCALE: 1/2"= 1'-0" A3901 0 1 2 4 N 0 1 2 4 F- 0 0 C-) LLj F- CD co I-- 0 w LLI R� co U-1 LLI 1-- 0 0 F- 0 0 LLI C-0 F- C-) LLI LLI F- LLI 0 w CL LLI cl) LLI F- 0 U) cl) LLI Lu 3 CL C/) 0 Lu CL co Lu Lu co Lu cf) 0 LL. Lu C-) Ir Lu cn ui C-) LLI LL - 0 I -- 2m Lu F- cf) ;m cn Lu 0 F- 3/4" BLACK METAL REN RECESSED TRACK LIGI BARIC FOBANNE RECESSED TRACK LIGI BAR FOIC BANN CLEAR TEMPERED GLASS BY GC STOREFRONT REFLECTED CEILING PLAN SCALE: 1/2" =1'-0" 0 1 2 4 EXISTING STRUCTURE -TOP.OF.MTL. PANEL . ..... .. ..... .. ..... .. ..... .. ...... .. ...... ELEV. 14'-0" AFF 16GASHEET METAL� �TL-' PANELS DIRECTLY GLUED TO GWB, APPLY ITH TROWELED ADHESIVE,ALL HAND FLAT PANELS TO BE FLUS EXISTING STRUCTURE -- OWNER FURNISHED CONTRACTOR INSTALLED MERCHANDISE SYSTEM, SEE SECTION THRU SIDE DISPLAY SCALE: 1/2" =1'-0" 0 1 2 4 %.#L-L-nl % I L-1v1l- 1-1 li-Li GLASS BY GC FIO SIGN, GC TO PROVIDE AND CONNECT POWER TO SIGN EXISTING MALL BULKHEAD RETURN METAL PANEL EXISTING STF TO MALL BULKHEAD TOP OF SOFFIT BOTTOM OF MALL BULKHEAD . .... ... ELEV. 11 BOTTOM OF HIGH EXISTING STF SOFFIT-ELEV.'11 -9 _0 3 5/8" METAL PLYWOOD STOREFRONT BEYOND STUD FRAMIf 60OT-165-54 TO TRACK CONTINUOUS TO DOUBLE STUDS AT EACH END OF WALL FOIC 3/4" PLYWOOD, FOIC 3/4" PLY ATTACH DIRECTLY ATTACH DIRE TO GWB (�pLY-1 TO GWB (ZL} 3 5/8" METAL STUD FRAMING CLEAR TEMPERED GLASS BEYOND CONCRETE RISER(ONC-4 CONCRETE R '�SECTION THRU SIDE DISPLAY EXISTING MALL BULKHEAD 3/4" PLYWOOD, ATTACH DIRECTLY TO GWB TOP OF SOFFIT BOTTOM OF MALL BULKHEAD BOTTOM OF HIGH '-SOFFIT-ELEV. 1 V-91 SEE 16/A3.03 FOR FRAMING CLEAR TEMPERED GLASS BY GC WASHINGTON SQUARE MALL 9491 SW WASHINGTON SQUARE RD TIGARD, OR STORE #31 DAVID J. MURPHY ARCHITECT gio LENotA. STREET, SUITE 5207 SEATTLE, WASHINrION 98121 T: 2o6 .341 - 9875 WWW. MURFUYVAREY.COM 4Q�� - J. URPHY I S WASHINGTON 0 0 1 4 uLu FOIC PRECAST CONCRETE BASE �-TILE BASE SECTION THRU ENTRY SCALE: 1/2" =1'-0" 0 1 2 4 STOREFRONT PLANS, ELEVATION, AND SECTIONS SHEET NUMBER: A3901 A SCALE: 1/2" l' -O" . . . . . . ............. ......... VERIFY 5/8" DRAFTSTOP EXISTING BEAM - ON REAR OF MALL BULKHEAD, REPAIR AS REQUIRED TO PROVIDE SMOKE SEPARATION TO MALL GRILLE TUBE BEYOND EXISTING MALL BULKHEAD A 16 (ED EXISTING STRUCTURE GA SHEET METAL PANELS DIRECTLY GLUED TO GWB, APPLY ITH TROWELED ADHESIVE,ALL PANELS TO BE FLUSH AND FLAT TQP.OF.MTL PANEL ,g 3 5/8" 33 MIL BRACE AT 'O.C., ELEV. 14'-0" AFF 3/4" PLYWOOD, ATTACH ATTACH WITH#8 DIRECTLY TO GWB Q� SCREWS AT BOTH ENDS ...... .. ..... .. . T.0P..OF..SOFFlT . ...... . ELEV. 12'-9" AFF EXISTING STRUCTURE BOTTOM OF MALL FIO COILING GRILLE . ...... . ..... .... . ..... . .... BULKHEAD ELEV. • % 7 - . ...... .. ..... .. ..... .. BOTTOM OF SOFFIT-,.:.. ..... .. ..... .. ...... . .. . 4 .. ..... ...... ... ELEV. 9'-9'AF'F 3/4" PLYWOOD, ATTACH DIRECTLY TO GWBPLY-1 SEE 16/A3.03 FOR FRAMING PROJECT NUMBER: 785 J ISSUED FOR: CLASS A FIRE RETARDENT - z:) PERMIT BID / TREATED PLYWOOD IS CLEAR TEMPERED JANUARY 9, 2013 REQUIRED WHERE USED i GLASS BY GC ON CEILINGS % DATE: 01-311A3.02 01-09-13 PERMIT/ BID E< SLu CYLMARK PART # 510585 3/4" BLACK RECESSED FIO GRILLE FOIC SIGNAGE METAL REVEAL TRACK, BLACK ANODIZED C=) (2) EACH SIDE CLEAR TEMPERED --------- FOIC 3/4" PLYWOOD SHEET TITLE: GLASS BY GC 4 uLu FOIC PRECAST CONCRETE BASE �-TILE BASE SECTION THRU ENTRY SCALE: 1/2" =1'-0" 0 1 2 4 STOREFRONT PLANS, ELEVATION, AND SECTIONS SHEET NUMBER: A3901 A U Lu 0 a _ 0 U W d w Lu x J W J 0 c„ Lu cn of 0 LL W U Lu cn co U W a Lu LL 0 z W U) Z Z cn F_ Z Lu U 0 0 314" PLYWOOD MOUNTED ON CLEATS PLY -1 3518"X33 MILS METAL STUDS DOUBLE STUD QUIRK JOINT, SEE 11/A3.02 EDGE OF CONCRETE BASE BELOW #8 SCREWS AT 6" OC 3518"X33 MILS METALSTUDS -5/8" GWB 518" GWB 314" PLYWOOD ATTACHED 314" PLYWI DIRECTLY TO GW pLY-1 ATTACHE[ DIRECTLY I QUIRK JOINT, SEE 111A3.02 I I TEMPERED GLASS n CENTERLINE OF GLASS v I �I CENTER PILASTER PLAN SCALE: 3" =1'- 0" 3/4" PLYWOOD ATTACHE 518" GWB DIRECTLY TO GWB AS REQUIRED PLY -1 QUIRK JOINT .I� 114" M TYPICAL OUTSIDE VERTICAL PLYWOOD CORNER 518" j SCALE: 3" =1'- 0" 1710" r+lAln 118" --aII— QDn OINT SECTION -- OINT SECTION SCALE: 3' =1'0°SCALE: 3" =1'0" PLYWOOD PANEL JOINTS SCALE: 3" =1'- 0" SOFFIT SUPPORT SCALE: 3" =1'- 0" 6-7114 " 1/2" PLYWOOD TOP PIECE — 0'-10 318 " 1/4" PLYWOOD 112" PLYWOOD 314" PLYWOOD AT SIDE NOTE: BOND ALL PLYWOOD PANELS TO 112" PLYWOOD BACKER PANEL 3 MILS HEADER PILASTER PLAN - RIGHT SIDE SCALE: 1 1/2"= V-0" 23'-8112 " VI F V-9 718 " 3'-6" 126 0'-9 38 " V/A30 ENTRY FINISH TRANSITION NOT TO SCALE OVERHEAD ROLLING GRILLE TRACK OVERHEAD ROLLING GRILLE 518" GWB AT ALL SIDES GRILLE OPENING, ALIGN WITH TO TOP OF JOIST, PAINT FLAT BLACK METAL JOIST PER FRAMING PLAN 1 I j I , 1 518" GWB PLYWOOD EQ EQ VERIFY VERIFY/COORDINATE OPENING WIDTH AS REQUIRED FOR OVERHEAD ROLLING GRILLE �GRLLE OPENING SCALE: 3" =1'- 0" 2'-2 318 " 3'-3" 0.02'-112 " '- 3/ '-3 1'-3" 314"1 YWOOD 2'-3 318 " 2'-7" "l -1/2T 1 H 2'-10 3018'D V-1 "�V-6 318 11 " P 7YW8 10 17'-11/4 " FRONT 0'-11314 " 112"FATSIDE OD 314" PLYWOOD rn GV PRE FABRICATED PLYWOOD PANEL DETAILS SCALE: 1/2" =1'-0" SIDE " PLYWOOD 112" PLYWOOD TOP PIECE PLYWOOD HEAD SCALE: 3" =1'- 0" I CENTERLINE OF GLASS TEMPERED GLASS i 3" 11/2" POURED IN PLACE CONCRETE CONC-4 I PRECAST CONCRETE TILE, FOIC 7 362S-150-54 FRAMMING @16" O.C. o MALL SIDE 0 362T-150-54 TRACK TOP & BOTTOM CEMENT BOARD 0'-1"10 A PLATFORM 318" DIA. TITEN SIMPSON 12" O.C. CC -ES -ESR -2713 NOTE: CONSTRUCTION AT REAR OF DISPLAY RISER SIMILAR CONCRETE PLATFORM AND BASE SCALE: 3" =1'- 0" Lw! , WASHINGTON SQUARE MALL 9491 SW WASHINGTON SQUARE RD TIGARD, OR STORE #31 DAVID J. MURPHY ARCHITECT gio Lnou STREET, Surra Sao? SEATTLE, WASHINGTON 98171 T: 2a6 . mi . 9875 ww. M➢EPHTVARET.EOY MURPHY �-3 LWASHHIGTON I�,12ot3„o PROJECT NUMBER: 785 ISSUED FOR: PERMIT / BID JANUARY 9, 2013 DATE: 01-09-13 PERMIT/ BID SHEET TITLE: SECTIONS AND DETAILS SHEET NUMBER: A3.02 1" BLACK METAL — CHANNEL ALUM -1 0 STORE SIDE CEMENT BOARD PLATFORM 60OS-150-54 @16" O.C. 3 #8 SMS @ STUD 60OT-150-54 TRACK EXISTING FLOOR I CENTERLINE OF GLASS TEMPERED GLASS i 3" 11/2" POURED IN PLACE CONCRETE CONC-4 I PRECAST CONCRETE TILE, FOIC 7 362S-150-54 FRAMMING @16" O.C. o MALL SIDE 0 362T-150-54 TRACK TOP & BOTTOM CEMENT BOARD 0'-1"10 A PLATFORM 318" DIA. TITEN SIMPSON 12" O.C. CC -ES -ESR -2713 NOTE: CONSTRUCTION AT REAR OF DISPLAY RISER SIMILAR CONCRETE PLATFORM AND BASE SCALE: 3" =1'- 0" Lw! , WASHINGTON SQUARE MALL 9491 SW WASHINGTON SQUARE RD TIGARD, OR STORE #31 DAVID J. MURPHY ARCHITECT gio Lnou STREET, Surra Sao? SEATTLE, WASHINGTON 98171 T: 2a6 . mi . 9875 ww. M➢EPHTVARET.EOY MURPHY �-3 LWASHHIGTON I�,12ot3„o PROJECT NUMBER: 785 ISSUED FOR: PERMIT / BID JANUARY 9, 2013 DATE: 01-09-13 PERMIT/ BID SHEET TITLE: SECTIONS AND DETAILS SHEET NUMBER: A3.02 _ c� >- 0 U Lu 0 z 0 J U z c� .cl Lu Lu /� W Lu w 0 0 Q 0 a 4� J z 0 0 0 J J a z j5 Lu o' J J Q _ co U w U Q U-1 0 w 0 w a Lu W w _ F- 0 cn w J z USE METAL SHIMS WHERE - REQUIRED BETWEEN GRILL TUBE AND ANGLE , "U" SHAPED CLAMPJ 1/2"DIAMETER, PLACE OVER TOP OF TRUSS BETWEEFLUTES OF STRUCT L5X3X3/8" LLV, CLAMP TO 3 RU SES ATTACH TO TOP CHORD DO NbT ATTACH TO BOTTOM CHORD OF TRUSS EXISTING MALL TRUSSES, VERIFY SIZE AND LOCATION SECTION BRACE AT GRILLE TUBE SCALE: 1" =1'- 0" 80OT-150-43 STUD FASTENED WITH M3 #10 SCREWS Ccs EA STUD 80OT-150-54 TRACK WITH 12GAX1 1/2X1 1/2X3"LONG ANGLE AND (2) #10 SCREWS EACH LEG #8 SCREW AT 6" OC #6 X 11/4" SCREWS AT 6" OC 60OS-150-54 OUTRIGGEF STUD (3) #10 SCREWS PLYWOOD FINISH (NOT SHOWN) OVER GWB SECTION AT STEP SCALE: 1" =1'- 0" CANTILEVERED 80OS-150-54 OUTRIGGER STUD (3)#10 SCREWS AT EACH CORNER END STUD MALL STRUCTURE c� Lu c� w 3/4" DIAMETER A307 MB 13/16" X 2" SLOT CENTERLINE OF GRILL TUBE GRILL TUBE 60OS-150-54 FASTENED WITH (3 #10 SCREWS EACH 362T150-33 BLOCKING BETWEEN STUDS 362S162-33 STUDS @16" OC 60OT-150-54 TRACK EACH SIDE OF GRILLE 5/8" GYPSUM BOARD WITH #6 SCREW X 11/4 LONG @ 6" OC AT PANEL EDGES AND 12" OC AT INTERMEDIATE SUPPORTS T-8 7/8 � L�LJ rg 2 LJ LJLJ� NOTE: COORDINATE SIGN INSTALLATION REQUIREMENTS WITH THE OWNER'S SIGN MANUFACTURER, REFER TO SPECIFICATIONS SIGN CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LANDLORD APPROVAL SIGN ELEVATION AND SECTION DOUBLE STUDS AT EACH END OF WALL, BACK TO BACK AND SCREW STUDS TOGETHER WITH #8 SCREWS AT 6" OC VERT SECTION AT CORNER END STUDS SCALE: 1" =1'- 0" SCALE: 1" =1'- 0" PLYWOOD FINISH (NOT SHOWN) 60OS-150-54 RIM TRACK WITH (3) #10 SCREWS EACH STUD 5/8" GYPSUM BOARD WITH #6 SCREW X 11/4" LONG @ 6" OC AT PANEL EDGES AND 12" OC ATT INTERMEDIATE SUPPORTS 60OS-150-54 OUTRIGGER STUD WITH (3) #10 SCREWS EACH STUD 12GAX1 1/2X1 1/2X2"LONG CLIP WITH (2) #10 SCREWS EACH LEG 362S162-33 STUDS @16" OC 12 GA X 11/2 X 11/2 X 2" LONG CLIP WITH (2) #10 SCREWS EACH LEG 60OS-150-54 OUTRIGGER STUD WITH (3) #10 SCREWS EACH STUD 518" GYPSUM BOARD WITH #6 SCREW X 11/4" LONG @ 6" OC AT PANEL EDGES AND 12" OC ATINTERMEDIATE SUPPORTS 60OS-150-54 RIM TRACK WITH (3) #10 SCREWS EACH STUD PLYWOOD FINISH (NOT SHOWN) SECTION THROUGH FACE OF WALL SCALE: 1" =1'- 0" 60OS-150-54 OUTRIGGER STUD WITH (3) #10 SCREWS EAS" 60OT-150-54 TRACK BEYOND #8 SCREW AT 6" OC 362T150-33 BLOCKIP BETWEEN STUDS 518" GYPSUM BOAR L TVI I1 I rm VVIIII-vv X 11/4" LONG (� 6" OC AT PANEL EDGES AND 12" OC AT`(NTERMEDIATE SUPPORTS PLYWOOD FINISH (NOT SHOWN) 3" MOUNT SIGN DIRECTLY TO PANEL I - WHITE ACRYLIC FACE 362S162-33 STUDS @16" OC 5/8" GYPSUM BOARD WITH #6 SCREW X 11/4" LONGf6" OC AT PANEL EDGES AND 12" OC ATT INTERMEDIATE SUPPORTS 60OS-150-54 RIM TRACK WITH (3) #10 SCREWS EACH STUD 60OS-150-54 OUTRIGGER STUD WITH (3) #10 SCREWS EACH STUD 12GAX1 1/2X1 1/2X2"LONG CLIP WITH (2) #10 SCREWS EACH LEG 362S162-33 STUDS @16" OC 12GAX1 1/2X1 1/2X2"LONG CLIP WITH (2) #10 SCREWS EACH LEG (24ACHTO 518" X 33 MILS TRACK, TOP AND BOTTC A EACH HEADER JOISTS WITH #10 SMS AT 12" OC 60OS-150-54 OUTRIGGER STUD WITH (3) #10 SCREWS EACH STUD 5/8" GYPSUM BOARD WITH #6 SCREW X 11/4" LONG @ 6" OC AT PANEL EDGES AND 12" OCA NTERMEDIATE SUPPORTS (2) 6" X 33 MILS HEADER PLYWOOD FINISH (NOT SHOWN) SECTION THROUGH FACE OF WALL SCALE: 1" =1'- 0" SECTION AT COLUMN SCALE: 1" =1'- 0" 60OS-150-54 OUTRIGGER STUD 5/8" GWB PLYWOOD FOIC RECESSED BANNER BAR 1 BANNER BAR S SCALE: 3"= 1'- 0" ? do PRE FABRICATED pLY-1 PLYWOOD PANEL DEPTH VARIES, SEE 11/A3.02 5/8" GWB LED ILLUMINATION BY SIGN CONTRACTOR BALLAST SECTION GC TO PROVIDE CONCEALED B POWER TO FIO SIGN, COORDINATE LOCATION WITH SIGN MANUFACTURER 3/4" PLYWOOD ATTACHED DIRECTLY TO GWB PLY -1 1" PLYWOOD BASE WB -2 #6 X 11/4" LONG SCREW AT 6" OC STOREFRONT STRUCTURE TYP. NOT TO SCALE 518" GWB * SEE WO FOR OTHI 3518"X33 MILS METAL STUDS 1/2" DIAMETER KWIK BOLT TZ EMBEDDED 2" @ 36" OC (MIN (1) ANCHOR EACH END F WALL) TILE BASE #8 SCREW EACH STUD 1/2" BACK EXISTING FLOOR SEALANT Q� k M I I 7l WOOD BASE TYPICAL BASE AT STOREFRONT SCALE: 3" =1'- 0" TILE BASE HALL )RNER 3.03 .4 :R STU[ •150-54 & LOW IING WASHINGTON SQUARE MALL 9491 SW WASHINGTON SQUARE RD TiGmw, OR STORE #31 DAVID MURPHY ARCHITECT 910 LENORA STREET, SUITE 5707 SEATTLE, WASHINGTON 98171 T: 706 . 3qi . 9875 Vw. MURPHTVAIEY.GOY PROJECT NUMBER: 785 ISSUED FOR: PERMIT / BID JANUARY 9, 2013 )RNER DATE: 3.03 01-09-13 PERMIT/ BID RING SHEET TITLE: SECTIONS AND DETAILS SHEET NUMBER: A3.03 H x c� a 0 U w F- 0 z 0 J U Z ui x Lu w'w'^ w Lu x F- 0 0 z a 0 a z 0 0 J Q z Lu J a x U w U w 0 w v 0 d w cn w x 0 cn co w J z SCREW BENCH SECURELY TO WALL STUDS WITH #8 SCREWS AT 2 LOCATIONS, USE METAL ANGLE CLIPS APPLY CLEAR CAULKING ALONG FULL LENGTH OF BACK EDGE BETWEEN WALL AND BENCH AND ALONG SIDE WHEN BENCH IS -ri -----------o SNUGGED UP TO SIDE WALL -----------'I . I 1 -1 I N 11911 ` \ IA 4'-011 PLAN VIEW PLAN VIEW STRETCHER "' 0 mI I co 1 1IL I N 0'-60,-11 " 0'-6 318 " FRONT ELEVATION ACCESSIBLE BENCH DRESSING ROOM BENCH ""CHER N M 0 FRONT ELEVATION SIDE ELEVATION DRESSING RM. BENCH ACCESSIBLE BENCH,SEE CORNER 1 DOOR PER BENCH, SEE A5.01 2'-0" SCHEDULE �1 ei MIRROR FOIC LIGHT SCONCE, CENTER ABOVE MIRROR COAT HOOKS A ACCESSIBLE DRESSING ROOM FRONT WALL EQ EQ WOOD B E,EACH 7 J �,1'-6" �,1'-6" �,1'-6" Q SIDE OF RTITIONS MIN i MIN i MIN i Lu U OWB-1 o CIED ADA CLEAR FLOOR SPACE 4/A5.01 OPP ATDOORL --------------- L---------------' L------- NOTE: FOR DRESSING ROOM ELEVATIONS, SEE 4 A5.01 DRESSING ROOM PLAN 1 %SCALE: 1/2" =1'-0" SCALE: 318" =1'- 0" DRESSING R PARTITION, 00 �� EXISTING STRUCTURE S1DE MORTISE -UNISTRUT COMPONENTS AND ATTACHMENTS EQ� EQ o LOCKSET LIGHT SCONCE PLAN I 2. CONTRACTOR SHALL PROVIDE ALL SEISMIC BRACING AS REQUIRED BYTHE LOCAL —T PLF3037 UNISTRUT BEAM CLAMP, REQUIRED TO MAINTAIN RATING PARTITION PER DOOR PULL COAT HOOK, OF LEVER 11/2" RECESSED 4'-0" AFF DOOR PULL ATTACH TO TOP CHORD BETWEEN DOOR HARDWARE, PARTITION TYPES d�1 METAL ELECTRICAL BOX, ATTACH TO UNDERSIDE— D E BENCH , G - DECK CORRUGATIONS SCALE: 112$I " =1'-0" BEAM CLAMP FOR 518" THREADED ROD, P200016 GA UNISTRUT CHANNEL BRACE ONE PER SIDE (4 TOTAL) OF EXISTING STRUCTURE, PAINT TO MATCH CEILING TOP CHORD OF EXISTING TRUSS 1 ' STRUCTURE ' ` FOR TRACK SWIVEL JOINT & COVER PLATE m ATTACHMENT 318 DIAMETER ALL THREAD ;€ SEE 14 1/2" RIGID TO MARCF.HAD ED ICIVGNDUIT, A9.01 318" DIAMETER ALL THREAD RUN SPEAKER WIRE INSIDE OF CONDUIT -x @ 10'-0" O.C. MAX. I DRILL SPEAKER BRACKET P5500T UNISTRUT CHANNEL TO EA SUSPENDED ACT CEILINGTHRDED SEE FINISH KEY ONDU TRECEIVE WITH NUT ON P5500T UNISTRUT CHANNEL, i ! EACH SIDE PAINT P-4 SUSPENDED LIGHT SYSTEM HARDBOARD BASE UL � w BELOW AS SHOWN TO THE LEFT PIPE HANGER I I WB"1 Y SPEAKER SUPPORT, ATTACH PARALLEL TO TRUSSES TO UNDERSIDE OF ELECTRICAL BOX _u - LIGHTING NOTES WOOD BASE DETAIL SPEAKER SCALE: 3" =1'-0" 1. CONTRACTOR SHALL PROVIDE ALL COMPONENTS AS REQUIRED INCLUDING BUT 7 NOT LIMITED TO: I I I I I I I I I I I ADA CLEAR FLOOR SPACE AT DOOR 51-011— v MINIMUM 18"WX54"H MIRROR, FOIC - BOTTOM V OF MIRROF HOOKS - SING ROOM TION, SEE PLAN .PER DULE t \c DRESSING ROOM ELEVATIONS SCALE: 114" =1'-0" TRIM MOLDING FIBERGLASS REINFORCED PANEL FRP-1 ACCESSIBLE_ DRESSING ROOM SIDE WALL EQ EQ .IL MORTISET-;z DRESSING R PARTITION, 00 LOCKSET LEVER S1DE MORTISE -UNISTRUT COMPONENTS AND ATTACHMENTS EQ� EQ o LOCKSET LIGHT SCONCE PLAN I 2. CONTRACTOR SHALL PROVIDE ALL SEISMIC BRACING AS REQUIRED BYTHE LOCAL IIlE 5'-10" AFF REQUIRED TO MAINTAIN RATING CENTERLINE DOOR PULL COAT HOOK, OF LEVER 11/2" RECESSED 4'-0" AFF DOOR PULL DOOR HARDWARE, - — - - d�1 DRESSING RM $IDERETAIL D E BENCH ACCESSIBLE_ DRESSING ROOM SIDE WALL EQ EQ .IL BENCH N ANDARD DRESSING ROOM BACK WALL NOTE: ORIENT ELEVATIONS TO CORRESPOND TO PLAN LAYOUT NOTE: ORIENT FIXTURES AND ACCESSORIES TO CORRESPOND TO PLAN LAYOUT WALL MOUNTED LIGHT FIXTURE PAPER TOWEL HOLDER 8 1" UNLESS NOTED 'IL OTHERWISE MIRROR I LEVER HANDLES WRAP PIPES o NEW TILE FLOOR o? 0o WITH INTEGRAL COVE 1#1-6 m TILE BASE T -3O 0���� -MOUNTING HARDWARE AS REQUIRED FOR COMPLETE INSTALLATION MORTISET-;z DOOR CYLINDER IN NOTE: WHEN SPRAY -ON FIREPROOFING LOCKSET LEVER S1DE MORTISE -UNISTRUT COMPONENTS AND ATTACHMENTS 40" AFF o LOCKSET LIGHT SCONCE ,._ WALL SIS DOOR = - _ 36"AFF;;;,. wAl LSIDF 2. CONTRACTOR SHALL PROVIDE ALL SEISMIC BRACING AS REQUIRED BYTHE LOCAL IIlE CENTERLINE OF REQUIRED TO MAINTAIN RATING CENTERLINE DOOR PULL FOIC MIRROR OF LEVER 11/2" RECESSED DOOR PULL DOOR HARDWARE, DOOR HARDWARE, BOTTOM OF MIRROR DRESSING RM $IDERETAIL D E , G - SCALE: 112" =1'-0" SCALE: 112$I " =1'-0" BENCH N ANDARD DRESSING ROOM BACK WALL NOTE: ORIENT ELEVATIONS TO CORRESPOND TO PLAN LAYOUT NOTE: ORIENT FIXTURES AND ACCESSORIES TO CORRESPOND TO PLAN LAYOUT WALL MOUNTED LIGHT FIXTURE PAPER TOWEL HOLDER 8 1" UNLESS NOTED 'IL OTHERWISE MIRROR I LEVER HANDLES WRAP PIPES o NEW TILE FLOOR o? 0o WITH INTEGRAL COVE 1#1-6 m TILE BASE T -3O 0���� -MOUNTING HARDWARE AS REQUIRED FOR COMPLETE INSTALLATION EXISTING STRUCTURE DESCRIPTION NOTE: WHEN SPRAY -ON FIREPROOFING FACE OF WALL LL -00— �+ M F - o ADA CLEARANCE - - - -'�� Rm_L� - - - - - -5''- - - - - - -UNISTRUT COMPONENTS AND ATTACHMENTS TOP FLANGE OF EXISTING TRUS <I<. IS EXISTING OR REPLACE FIRE PROOFING REQUIREDAS SUSPENDED SPEAKER TYPICAL LAVATORY ELEVATIONS 2. CONTRACTOR SHALL PROVIDE ALL SEISMIC BRACING AS REQUIRED BYTHE LOCAL ' I� "''I� REQUIRED TO MAINTAIN RATING 8 NOT TO SCALE JURISDICTION AT LIGHT BAR USE PLF 3037 UNISTRUT BEAM CLAMP FOR 318" THREADED ROD AN AT CASHWRAP USE PLF3062 UNISTRUT P5500T UNISTRUT CHANNEL TOILET ELEVATIONS AND ACCESSORY SCHEDULE BEAM CLAMP FOR 518" THREADED ROD, P200016 GA UNISTRUT CHANNEL BRACE ONE PER SIDE (4 TOTAL) EXISTING STRUCTURE ATTACH TO TOP CHORD BETWEEN PAINT BLACK, WITH P1843 ADJUSTABLE HINGE CONNECTION ATTACHED TO 9 "" METAL DECK CORRUGATIONS HORIZONTAL UNISTRUT WITHIN 6" OF THREADED ROD, ATTACH NEAR TOP PLF3037 UNISTRUT BEAM CLAMP . .�. . . . . . . . . . . . . . .�����������-�-- _ --�-�-�- ALL THREAD HOT OIL DIPPED AND BOTTOM OF OPPOSITE THREADED RODS --- - - ATTACH TO TOP CHORD BETWEEN SUSPEND LIGHT BAR OR CASHWRAP ---- - METAL DECK CORRUGATIONS SOFFIT WHERE OCCURS, FOR LIGHT BAR P1000T,12 GA, UNISTRUT CHANNEL, ATTACH UNISTRUT SEE, FOR CASHWRAP SOFFIT SUSPENDED ACOUSTICAL TO EACH JOIST W/ (2) #10 TRUSS HEAD SMS TYP 11 TOP CHORD OF EXISTING TRUSS I SEE 13 CEILING, SEE 7 BRIDGE ACROSS JOISTS I I I i i 518" DIAMETER • STRUCTURETHREADED ROD /• �-o 1 I A5.01 A9.01 8" METAL JOISTS 11 3/8" DIAMETER ALL THREAD COUPLING, . - - • @ 10 0 O.C. MAX. ATTACHMENT WHERE PIPE HANGER IS FINISH/PAINT BLACK 13B ► - - - -- - - - - - - --- - - - - - - - - --- - - - - PERPENDICULAR TO TRUSSES A5.01 � ' ' `1 '' ' EXISTING STRUCTURE ► --TLC666- ----------------- --- TOP FLANGE OF EXISTING TRUSS�• '- , ' G UNDER UNISTRUT SUPPORT 8'9 AFF DECORATIVL'� MATCH JOIST, FASTEN WITH RECESSED LIGHT AT LIGHT BAR USE PLF 3037 UNISTRUT FINISH %OIC�gDASHED) 18 GA,1112" X 1112" CLIP WITH FIXTURE SUSPENDED ACT CEILING BEAM CLAMP FOR 318" THREADED ROD AND°""''>'____.h< > ""' >.,'>":.`"�"'�"' ` OVER 5" G 2 #8 SCREWS EACH LEG P5500T UNISTRUT CHANNEL, ( ) 318"DIAMETER ALL THREAD PAINT P-4 AT CASHWRAP USE PLF3062 UNISTRUT SOFFIT SECTION BEAM CLAMP FOR 518" THREADED ROD HOT OIL DIPPED p� 8'-0" O.C. AND UNISTRUT CHANNEL NUT ATTACH TO TOP FLANGE BETWEEN A SCALE: 318^ =1'-0^ 6 FROM ENDS, SPACE EVENLY AND SPRING METAL DECK CORRUGATIONS n u IF MORE THAN 2 ARE REQUIRED JOIST PER PARTITION PER PLANS RUN CONDUIT UP NEX ii 362T125-27 TRACK MIN UNISTRUT END CAPS AT ENDS, AT LIGHT BAR USE 3/8" DIAMETER 1� 11 FRAMING PLAN AT 16" OC, CUT FLANGES „ TO ALL THREAD PAINT TO MATCH UNISTRUT FINISH ALL -THREAD HOT OIL DIPPED AND AT II II 8 20 GA TRACK ATTACH TO 12 20 GA TRACK AND BEND, ATTACH EACH OUTLET BOX, CENTER P-1000 UNISTRUT, PAINT P-4 CASHWRAP USE 518" DIAMETER 8" GWB LEG WITH (2) #8 SCREWS EACH WALL STUDS W/ (3) #10 BOX IN BAY 10'-0" ABOVE ALL -THREAD HOT OIL DIPPED II �� SMS TYP .. ............................ FOIC LIGHTING TRACK, SCREW TO P5500T UNISTRUT CHANNEL ' `� -"-' 8" JOIST 16" O.C. FINISH FLOOR UNISTRUT ' ' @ ---------------- -- ALL THREAD HOT OIL DIPPED 3-518 METAL FOIC LIGHT FIXTURE a 11 o FRAMING ao 3-518" METAL AT CASHWRAP SOFFIT ONLY, WHEN MORE THAN FRAMING ONE ALL -THREAD FROM SOFFIT BELOW IS ATTACHED TO THE SAME UNISTRUT, EXTEND CHANNEL AND ADD PIPE HANGER ATTACHMENT (DASHED) TO BOTH SIDES OF BEAMS ABOVE 3,� ' — 10 11 518" GWB ATTACHMENT WHERE PIPE HANGER SUSPENDED ACOUSTICAL 1 11 TRACK P RP NDI .JAR 12 TRACK PARALLEL PERPENDICULAR TO TRUSSES IS PARALLEL TO TRUSSES TILE CEILING TO JOISTS TO JOISTS EDGE SECTION EDGE SECTION COUPLING, B SCALE 3/4"= 1'-0" C SCALE 3/4"= 1'-0" PIPE HANGER/CASHWRAP SOFFIT FINISH/PAINT BLACK 11 SUSPENDED LIGHT BELOW SUSP. CEILINGCONNECTION TO STRUCTURE 13 CASHWRAP SOFFIT DETAIL SCALE: 1" = V- 0" 12 NOT TO SCALE SCALE AS NOTED SCALE: 114" =1'- 0" 10 10'-0" 1'-61110 EQUAL �� EQUAL 1'-6" RECESSED LIGHT! FIXTURE I I I L I DECORATIVE FINISHO OVER 518 GWB BY GC I N-------------- o I 13B CENTER SOFFIT OV IN,�-o I CASHWRAP I I 13C O A5.01 O I REFLECTED CEILING PLAN SCALE: 318" =1'-0" CASHWRAP SOFFIT RCP SCALE AS NOTED ACCESSORY SCHEDULE ITEM DESCRIPTION HC GRAB BAR BOBRICK #B-5806 TOILET TISSUE HOLDER BOBRICK #13-686 PAPER TOWEL HOLDER OFFICE DEPOT #133553 MIRROR WITHOUT SHELF BOBRICK #B-1651836 NOTE: MOUNT ALL UNITS PER APPLICABLE ADA REGULATIONS 1. 40" -77 48" HC GRAB BARS TRIM MOLDING FIBERGLASS REINFORCED PANEL FRP-1 00 TOILET TISSUE HOLDER 0 NEW TILE FLOOR WITH INTEGRAL COVE TILE BASE T-3 TYPICAL TOILET ELEVATIONS EQ 7'-0" EQ 8 METAL JOISTS, RECESSED LIGHT 800T150-43 AT 16" OC- - - -FIXTURE- - - - - - - BRIDGE ACROSS ------ -- - -- -----� JOISTS WITH ONE I r I -1 --I "--T---I----(— 1--T! 362T125-33 (MIN) TRACK LAID FLAT, ' ATTACH WITH (2) #10 ' I I I I 0 I I I II Lu TRUSS HEAD SMS AT EACH I '----^-----�------�------------,---- � , ' � INTERSECTION rlA I P1000T,12 GA, UNISTRUT CHANNEL, ' ATTACH TO EACH JOIST/TRACK WITH #10 TRUSS HEAD SMS I I I 0 I I 0 I I 0i I 1 CHANNEL BRACE ON i I I I---------1 1 I I .s EACH SIDE -- ----- -- L ------- -- — --- -- FRAMING PLAN SCALE: 318" =1'-0" 518" DIAMETER THREADED ROD 12 (4 LOCATIONS), FOR SUPPORT ABOVE SEE A5.0 WASHINGTON SQUARE MALL 9491 SW WASHINGTON SQUARE RD TiGmw, OR STORE #31 DAVID J. MURPHY ARCHITECT 910 LENOEA STREET, SUITE 5907 SEATTLE, WASHINGTON 98171 T: 2c6.341-9875 Vii. MUEEHYVAEEY.COY VAD 0^ I. I up.pHl r , PROJECT NUMBER: 785 ISSUED FOR: PERMIT / BID JANUARY 9, 2013 DATE: 01-09-13 PERMIT/BID SHEET TITLE: INTERIOR DETAILS SHEET NUMBER: A5.01 ISI 0 Lu v 0 CL w cn w 0 co U) Lu J Z ZD PAINT FULL HEIGHT P-2 PAINT TRANSITION CEILING SUSPENDED AT DRESSING ROOMS ONLY LINE SPEAKER, TYP FOIC FOAM CORE BACKED POSTERS, SCREW ATTACHED TO WALL � � I II L--------- II ----- X, "ACCESSIBLE" IDENTIFICATION ' MOUNT @ 5'4- TO CENTERLINE NEW ACT TILES INACT-1 EXISTING CEILING GRID ASSORTED FOIC P.O.P PANELS ,VARIOUS SIZES, CONTRACTOR TO STAPLE POSTERS TO PANELS, AND THEN INSTALL PANELS ONTO REPEAT NG PATEN. VtDOM RI Y WITH CONSTRUCTION MANAGER, SEE DETAIL 7 10.02 CEILING SUSPENDED SPEAKER,TYP STOREFRONT, SEE A3.01 OWNER FURNISHED CONTRACTOR INSTALLED SEE MERCHANDISE SYSTEM, 9 10.02 TACTILE EXIT SIGN, SEE 11 A9.02 NEW ACT TILES IN - EXISTING CEILING GRID ACT -1 FOIC ZF26 PILASTER DISPLAY FIXTURE, PROVIDE 12 X 20 GA SHEET METAL BACKING, SEE 13 10.0 EXIT 7 WOOD BASE WB -1 A5.01 SUSPENDED LIGHT BAR, SEE 11 A5.01 SUSPENDED LIGHT MOUNT AT 12'-0" AFF TO BOTTOM OF FIXTURE NEW ACT TILES IN - EXISTING CEILING GRID ACT -1 ASSORTED FOIC P.O.P PANELS ,VARIOUS SIZES, CONTRACTOR TO STAPLE POSTERS TO PANELS, AND THEN INSTALL PANELS ONTO D -FRAMES IN A RANDOM, NON REPEATING PATTERN. VERIFY 7 WITH CONSTRUCTION MANAGER, 10.02 SEE DETAIL SUSPENDED LIGHT BAR, SEE11 A5.01 Q �►I I I rl 4 1 �—CCS=l�� C C�=l�C C�=l�C] C�`�•�_!� iipinwi t ` ii'ei8iai�i 11 g91gjtiva`mtnl kl-tti I»>ml:ayl RETAI ST RE ndmi 1 FOIC 10.01 SKATE CASE 7 WOOD BASE WB -1 A5.01 PAINT FULL HEIGHT P-2 AT DRESSING ROOMS ONLY 12" WIDE X 20 GA SHEET MTL. BACKING ,1 �3) LOCATIONS AT EACH VERTICAL 5S ANDARD, TYP. SEE g 10.02 EXISTING HVAC DUCT SUSPENDED LIGHT MOUNT AT 12'-0" AFF TO BOTTOM OF FIXTURE SUSPENDED LIGHT BAR, SEE 11 A5.01 FOIC ZF25 PILASTER DISPLAY FIXTURE, PROVIDE 12 X 20 GA SHEET METAL BACKING, SEE 13 10.0 FOIC ZF24 PILASTER DISPLAY WITH MIRROR FIXTURE, PROVIDE 12 X 20 GA SHEET METAL BACKING, SEE 11 10.0 12" WIDE X 20 GA SHEET MTL. BACKING,1�3) LOCATIONS AT EACH VERTICAL 5 ANDARD, TYP. SEE g g I N T E R I 0 R E L EVAT I O N rVICT1"In 01 III n1"In 10.02 Qr%AI C. IIA" — 11 no WOOD BASE WB -1 [N Ionr"Inr-n 1 InuT IG YVIL/L /% GV Vn JI ILL I IV I L. BACKING 3) LOCATIONS AT EACH VERTICAL ANDARD, TYP. SEE ------ JV9TA- IL$TORE111------ AL ------- 111 ------- III ------- 111------ 2 FOIC 6 FOIC WALL 10.01 CASHWRAP 10.0 MOUNTED GRID ZF27 NEW ACT TILES '"' EXISTING CEILII GRID CAC 2'X 2' FLUSH MI ACCESS DOOR,' TO MATCH ADJj SURFACE STOREFRONT, SEE A3.01 PLYWOOD BASL OWNER FURNISHED CONTRACTOR INSTALLED g MERCHANDISE SYSTEM, SEE �� 10.02 111 A 111 nA1"IT / - VVIvvnL I L U!\JL nrll IAIn OI lL%nr"InrP1 wvwllVI%I vlv.wl lw CONTRACTOR INSTALLED MERCHANDISE SYSTEM, SEE I ILL UnJL \ 1-L / VVIYVI\LI L UMJL SUSPENDED LIGHT BAR, SEE El STOREFRONT, SEE A3.01 A INTERIOR ELEVATION SCALE: 114" =1'-0" 0 1 2 4 2'X 2' FLUSH METAL ACCESS DOORS, PAINT TO MATCH ADJACENT SURFACE STOREFRONT, SEE A3.01 Ac INTERIOR ELEVATION SCALE: 114" =1'-0" 0 1 2 4 PAINT TRANSITION LINE J INTERIOR ELEVATION SCALE: 1/4"= V-0" 0 1 2 4 WASHINGTON SQUARE MALL 9491 SW WASHINGTON SQUAxE RD TIGARD, OR STORE #31 DAVID J. MURPHY ARCHITECT 910 LENOEA STREET, SUITE 8207 SEATTLE, WASHINGTON 98171 T: 2c6. 341. 9875 VW -W. MIIEPHYVAEEY.COM PROJECT NUMBER: 785 ISSUED FOR: PERMIT / BID JANUARY 9, 2013 DATE: 01-09-13 PERMIT/BID S H EET TITLE: INTERIOR ELEVATIONS SHEET NUMBER: A8.01 II WOOD BASE WB -1 [N Ionr"Inr-n 1 InuT IG YVIL/L /% GV Vn JI ILL I IV I L. BACKING 3) LOCATIONS AT EACH VERTICAL ANDARD, TYP. SEE ------ JV9TA- IL$TORE111------ AL ------- 111 ------- III ------- 111------ 2 FOIC 6 FOIC WALL 10.01 CASHWRAP 10.0 MOUNTED GRID ZF27 NEW ACT TILES '"' EXISTING CEILII GRID CAC 2'X 2' FLUSH MI ACCESS DOOR,' TO MATCH ADJj SURFACE STOREFRONT, SEE A3.01 PLYWOOD BASL OWNER FURNISHED CONTRACTOR INSTALLED g MERCHANDISE SYSTEM, SEE �� 10.02 111 A 111 nA1"IT / - VVIvvnL I L U!\JL nrll IAIn OI lL%nr"InrP1 wvwllVI%I vlv.wl lw CONTRACTOR INSTALLED MERCHANDISE SYSTEM, SEE I ILL UnJL \ 1-L / VVIYVI\LI L UMJL SUSPENDED LIGHT BAR, SEE El STOREFRONT, SEE A3.01 A INTERIOR ELEVATION SCALE: 114" =1'-0" 0 1 2 4 2'X 2' FLUSH METAL ACCESS DOORS, PAINT TO MATCH ADJACENT SURFACE STOREFRONT, SEE A3.01 Ac INTERIOR ELEVATION SCALE: 114" =1'-0" 0 1 2 4 PAINT TRANSITION LINE J INTERIOR ELEVATION SCALE: 1/4"= V-0" 0 1 2 4 WASHINGTON SQUARE MALL 9491 SW WASHINGTON SQUAxE RD TIGARD, OR STORE #31 DAVID J. MURPHY ARCHITECT 910 LENOEA STREET, SUITE 8207 SEATTLE, WASHINGTON 98171 T: 2c6. 341. 9875 VW -W. MIIEPHYVAEEY.COM PROJECT NUMBER: 785 ISSUED FOR: PERMIT / BID JANUARY 9, 2013 DATE: 01-09-13 PERMIT/BID S H EET TITLE: INTERIOR ELEVATIONS SHEET NUMBER: A8.01 w 0 0 W - a w cn w 0 cn U-1 z FOR THROUGH -PENETRATION FIRESTOP SYSTEMS IN FIRE-RESISTANT RATED WALLS THE APPROVED PENETRATION FIRESTOP SYSTEM IS TO HAVE AN "F" RATING OF NOT LESS THANTHE REQUIRED FIRE-RESISTANT RATING OF THE WALL PENETRATED. FOR THROUGH -PENETRATION FIRESTOP SYSTEMS IN FIRE-RESISTANT RATED HORIZONTALASSEMBLIES THE APPROVED PENETRATION FIRESTOP SYSTEM IS TO HAVE AN "F" RATING AND A "1" RATING OF NOT LESS THAN 1 HOUR BUT NOT LESS THAN THE REQUIRED RATING OF THE FLOOR PENETRATED. EXCEPTION: FLOOR PENETRATIONS CONTAINED AND LOCATED WITHIN THE CAVITY OF A WALL DO NOT REQUIRE A T -RATING USE THE FOLLOWING THROUGH -PENETRATION FIRESTOP SYSTEM SCHEDULE: A. FOR FIRESTOP SYSTEMS FOR METALLIC PIPES, METALLIC CONDUIT, AND METALLIC TUBING (LIMITED TO THE SIZES ALLOWED IN THE SPECIFIC UL SYSTEM) SEE 4 9 9A1 9.01 B. FIRESTOP SYSTEMS FOR CABLES (LIMITED TO THE SIZES ALLOWED IN THE SPECIFIC UL SYSTEM) SEE 14 9.01 C. FIRESTOP SYSTEMS FOR NON -INSULATED MECHANICAL DUCTWORK WITHOUT DAMPERS (LIMITED TO THE SIZES ALLOWED IN THE SPECIFIC UL SYSTEM) SEE 7 9.01 D. FIRESTOP SYSTEMS FOR INSULATED MECHANICAL DUCTWORK WITHOUT DAMPERS (LIMITED TO THE SIZES ALLOWED IN THE SPECIFIC UL SYSTEM) SEE12 9.010 NOTE: THROUGH PENETRATIONS THAT DO NOT MEET ANY OF THE FIRESTOP SYSTEMS MENTIONED SHALL USE AN APPROVED UL FIRE RATED SYSTEM DESIGN. SCREI"" TRACI JOIST STUD @EILING CLIDABOVESNDS NOT TO SCALE SCREWS CRIPPLE STUD UNLESS NOTED OTHERWISE INFILL STUD SCREWS JOIST STUD CEILING INTO SIDE 0" STUpS B (NON RATED CEILING ONLY � NOT TO SCALE SCREI STUD HEADER TRACK SCREWS JAMB, DOUBLE STUDS ANCHORAGE 11/2" SCREWS SHEET METAL BACKING C FRAMING AT DOOR OPENING, LINO &NOT ACKINGNOT TO CALE TO SCALE NOTE 1: SCREWS ARE TO BE #8 SHEET METAL SCREWS UNLESS NOTED OTHERWISE NOTE 2: SEE SPECIFICATIONS FOR ADDITIONAL FRAMING REQUIREMENTS METAL FRAMING CONFIGURATIONS NOT TO SCALE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING, SCHEDULING, AND INSTALLING AN APPROPRIATE UL APPROVED FIRESTOP SYSTEM WHERE REQUIRED BY CODE AND/OR THE LOCAL JURISDICTION. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. SUBMIT FIRESTOPPING AND PENETRATION SYSTEM SCHEDULES FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. FOR THROUGH -PENETRATION FIRESTOP SYSTEMS IN FIRE-RESISTANT RATED WALLS THE APPROVED PENETRATION FIRESTOP SYSTEM IS TO HAVE AN "F" RATING OF NOT LESS THAN THE REQUIRED FIRE-RESISTANT RATING OF THE WALL PENETRATED. FOR THROUGH -PENETRATION FIRESTOP SYSTEMS IN FIRE-RESISTANT RATED HORIZONTAL ASSEMBLIES THE APPROVED PENETRATION FIRESTOP SYSTEM IS TO HAVE AN "F' RATING AND A T RATING OF NOT LESS THAN 1 HOUR BUT NOT LESS THAN THE REQUIRED RATING OF THE FLOOR PENETRATED. EXCEPTION: FLOOR PENETRATIONS CONTAINED AND LOCATED WITHIN THE CAVITY OF A WALL DO NOT REQUIRE A T -RATING. 1. USE THE FOLLOWING FIRESTOPPING SCHEDULE WHEN NO PENETRATING ITEMS OCCUR: A. FIRESTOPPING WITH NO PENETRATING ITEMS 1. USE AVAILABLE UL -CLASSIFIED SYSTEMS: C -AJ -001 TO 0999, C -BJ -001 TO 0999, C -BK -001 TO 0999, F -A-001 TO 0999, F -B-001 TO 0999, F-0-001 TO 0999, W -J-001 TO 0999, W -K-001 TO 0999, W -L-001 TO 0999 E. FIRESTOP SYSTEMS FOR ELECTRICAL CABLES: 1. USE AVAILABLE UL -CLASSIFIED SYSTEMS: C -AJ -3001 TO 3999, C -BJ -3001 TO 3999, F -A-3001 TO 3999, F -B-3001 TO 3999, F-0-3001 TO 3999, W -J-3001 TO 3999, W -L-3001 TO 3999 F. FIRESTOP SYSTEMS FOR CABLE TRAYS: 1. USE AVAILABLE UL -CLASSIFIED SYSTEMS: C -AJ -4001 TO 4999, C -BJ -4001 TO 4999, F -A-4001 TO 4999, F -B-4001 TO 4999, F -C-4001 TO 4999, W4,4001 TO 4999 W -K-4001 TO 4999, W -L4001 TO 4999 G. FIRESTOP SYSTEMS FOR INSULATED PIPES: 1. USE AVAILABLE UL -CLASSIFIED SYSTEMS: C -AJ -5001 TO 5999, C -BJ -5001 TO 5999, F -A-5001 TO 5999, F -G, W- J-, W -L-5001 TO 5999 H. FIRESTOP SYSTEMS FOR MISCELLANEOUS ELECTRICAL PENETRANTS: 1. USE AVAILABLE UL -CLASSIFIED SYSTEMS: C -AJ -6001 TO 6999, F -A-6001 TO 6999, W -L-6001 TO 6999 I. FIRESTOP SYSTEMS FOR MISCELLANEOUS MECHANICAL PENETRANTS: 1. USE AVAILABLE UL -CLASSIFIED SYSTEMS: C -AJ -7001 TO 7999, F -C-7001 TO 7999, W -J-7001 TO 7999, W -L-7001 TO 7999 J. FIRESTOP SYSTEMS FOR GROUPING OF PENETRANTS: 1. USE AVAILABLE UL -CLASSIFIED SYSTEMS: GAJ4001 TO 4999, C-BJ4001 TO 4999, F -A-4001 TO 4999, F-0.4001 TO 4999, W4,4001 TO 4999, W-1.4001 TO 4999 3. USE THE FOLLOWING FIRE -RESISTIVE JOINT SYSTEM SCHEDULE: A. FLOOR -TO -FLOOR FIRE -RESISTIVE JOINT SYSTEMS: 1. USE AVAILABLE UL -CLASSIFIED SYSTEMS: FF -D-0000-4999, FF -S-0000-4999 2. USE THE FOLLOWING THROUGH -PENETRATION FIRESTOP SYSTEM SCHEDULE: B. WALL-TO-WALL FIRE -RESISTIVE JOINT SYSTEMS: A. WHERE UL -CLASSIFIED SYSTEMS ARE INDICATED, THEY REFER TO SYSTEM NUMBERS IN UUS 1., USE AVAILALABLE UL -CLASSIFIED SYSTEMS: WW -D-0000-4999, WW -5-4999 "FIRE RESISTANCE DIRECTORY" UNDER PRODUCT CATEGORY XHEZ. C. FLOOR -TO -WALL FIRE -RESISTIVE JOINT SYSTEMS: B. FIRESTOPPING WITH NO PENETRATING ITEMS: 1. USE AVAILABLE UL -CLASSIFIED SYSTEMS: FW -D-000-4999, FF -S-00004999 1. USE AVAILABLE UL -CLASSIFIED SYSTEMS: C -AJ -0001 TO 0999, C -BJ -0001 TO 0999, D. HEAD -OF -WALL FIRE -RESISTIVE JOINT SYSTEMS: C -BK -0001 TO 0999, F -A-0001 TO 0999, F -B-0001 TO 0999, F -C-0001 TO 0999, 1. USE AVAILABLE UL -CLASSIFIED SYSTEMS: HW -D-0000-4999, HW -5-0000.4999 W-0-0001 TO 0999, W -x-0001 TO 0999, W -L-0001 TO 0999 E. BOTTOM -OF-WALL FIRE -RESISTIVE JOINT SYSTEMS: C. FIRESTOP SYSTEMS FOR METALLIC PIPES, METALLIC CONDUIT, AND METALLIC TUBING: 1. USE AVAILABLE UL -CLASSIFIED SYSTEMS: BW -D-00004999, BW -D-0000-4999 1. USE AVAILABLE UL -CLASSIFIED SYSTEMS: C -AJ -1001 TO 1999, C -BJ -1001 TO 1999, F. WALL-TO-WALL FIRE -RESISTIVE JOINT SYSTEMS INTENDED FOR USE AS C -BK -1001 TO 1999, F A 1001 TO 1999, F -B-1001 TO 1999, F -C-1001 TO 1999, CORNER GUARDS: W -J-1001 TO 1999, W -K-1001 TO 1999, W -L-1001 TO 1999 1. USE AVAILABLE UL -CLASSIFIED SYSTEMS: CG -D-0000-4999, CW -5-00004999 D. FIRESTOP SYSTEMS FOR NONMETALLIC PIPE, NONMETALLIC CONDUIT, AND G. PERIMETER FIRE-RESISITIVE JOINT SYSTEMS NONMETALLIC TUBING: 1. USE UL -CLASSIFIED PERIMETER FIRE -CONTAINMENT SYSTEMS: CW -D-00002999, 1. USE AVAILABLE UL -CLASSIFIED SYSTEMS: C -AJ -2001 TO 2999, C -BJ -2001 TO 2999, CW -S-0000-2999 F -A-2001 TO 2999, F -B-2001 TO 2999, F -C-2001 TO 2999, W- J-2001 TO 2999, W -L-2001 TO 2999 FIRESTOP SYSTEMS AT NO PENETRATIONS, THROUGH -PENETRATIONS, AND JOINTS PARTITION NOTES SEE FLOOR PLANS FOR SPECIFIC PARTITION TYPES: 1. SEE LIFE SAFETY PLANS FOR LOCATION AND EXTENT OR LIMITS OF RATED CONSTRUCTION. 2. COORDINATE CONSTRUCTION OF FIRE RATED WALLS 1 PARTITIONS WITH DESIGN NUMBER SPECIFIED AT EACH PARTITION TYPE 3. FRAME AND FINISH OPENINGS FOR MECHANICAL AND ELECTRICAL SYSTEMS AS REQUIRED AND AS SPECIFIED ON MECHANICAL I ELECTRICAL DRAWINGS / SPECIFICATIONS. 4. ACOUSTICAL PARTITIONS SHALL BE CONSIDERED ANY PARTITIONS CONTAINING INSULATION. 5. PARTITIONS NOT OTHERWISE NOTED ON PLANS SHALL BE TYPE a 6. ALL FIRE RATED ASSEMBLIES ARE BASED UPON UBC / ICBO., UL, US GYPSUM, AND GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL GA -600-92 TEST DATA. FIRE RATED PARTITIONS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE TESTING AGENCY(IES) LISTED. REFER TO SPECIFIC TEST REPORTS FOR REQUIRED COMPONENTS AND ASSEMBLY. FOR PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SEE DETAIL TA9.01a 7. ALL ACOUSTIC ASSEMBLIES ARE BASED UPON ASTM E 90 TEST PROCEDURES. ACOUSTIC RATED PARTITIONS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF APPROVED TESTING AGENCY(IES). REFER TO SPECIFIC TEST REPORTS FOR REQUIRED COMPONENTS AND ASSEMBLY. 8. ALL OTHER (NON-STRUCTURAL) PARTITIONS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATIONS, MATERIALS MANUFACTURER, AND INDUSTRY STANDARDS. 9. METAL STUDS ARE TO BE 16" O.C., 20 GA DRYWALL TYPE UNLESS OTHERWISE NOTED. IF 20 GA IS NOTED THEN IT SHALL BE 20 GA STRUCTURAL TYPE. FOR EQUIVALENT MIL THICKNESS SEE BELOW. DECREASE STUD SPACING AT PARTITIONS WITH ATTACHED CABINETS AND OR EQUIPMENT. 10. ALL INTERIOR GYPSUM WALL BOARD IS 518 a TYPE'X' GWB ON METAL STUDS OR FURRING CHANNELS UNLESS NOTED OTHERWISE, SIZES AS DIMENSIONED ON PLANS. SEE 10a FOR LOCATION OF WATER RESISTANT GWB: 10a. PROVIDE WATER RESISTANT TYPE X GWB IN ALL TOILETS, JANITOR'S CLOSET AND BEHIND INTERIOR BRICKWORK 11. PROVIDE BRACING ABOVE CEILING AS REQUIRED TO LIMIT DEFLECTION TO SPECIFIED ALLOWANCES. 12. SEE PROJECT SPECIFICATIONS FOR LIGHT GAGE METAL SUPPORT FRAMING, GYPSUM BOARD, THERMAL INSULATION, ACOUSTIC TREATMENT, TRIM, & ACCESSORIES. 13. BLOCKING / BACKING IS REQUIRED AT THE FOLLOWING LOCATIONS: A. WALL MOUNTED CABINETS B. WALL MOUNTED ACCESSORIES OR EQUIPMENT C. WALL MOUNTED DOORSTOPS D. WALL MOUNTED DOOR HOLD -OPEN DEVICES AND 1 OR CLOSERS E. TOILET ROOM F. TOILET ROOM ACCESSORIES G. AS CALLED OUT IN THE DRAWINGS H. OTHER LOCATIONS AS REQUIRED BY ARCHITECT AND INDUSTRY STANDARDS. 14. BEFORE PATCHING ANY FIRE RATED CMU PARTITION, FILL ANY EXPOSED CELLS SOLID WITH GROUT. 15. PROVIDE FINISHED WALL BEHIND ALL EQUIPMENT AND CASEWORK. 16. THERE SHALL BE NO BACK-TO-BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT NON -RATED PARTITIONS, SEPARATE OUTLETS BY 24" MIN. AT FIRE RATED PARTITIONS. 17. WHERE HVAC OR OTHER MECHANICAL, ELECTRICAL, AND PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. 18. INSTALL ALL COMPONENTS OF FIRE RATED ASSEMBLIES PER RATING CRITERIA. 19. SEAL ALL PENETRATIONS IN ACOUSTIC PARTITIONS. STUD THICKNESS UNLESS NOTED OTHERWISE THE STEEL GAUGES FOR LIGHTGAUGE METAL FRAMING MEMBERS ARE TO BE EQUAL TO THE FOLLOWING THICKNESSES IN MILLIMETERS: 25 GA=18 MIL 22 GA = 27 MIL 20 GA DRYWALL = 30 MIL 20 GA OR 20 GA STRUCTURAL = 33 MIL 18 GA = 43 MIL 16 GA = 43 MIL 14 GA=68 MIL 12 GA = 97 MIL UNLESS NOTED OTHERWISE THE WIDTH OF THE FLANGES FOR LIGHTGAUGE FRAMING SHALL BE 1.25 INCHES BATT ACOUSTICAL <> INSULATION a BATT THERMAL INSULATION R-11 SUBSTITUTE TILE vBACKER BD. FOR r� GWB. @ TILE FACE OF PARTITION ONLY SUBSTITUTE WATER RESISTANT GYP. BD. d FOR GWB ON TOILET SIDE OF WALL ONLY SUBSTITUTE ABUSE RESISTANT GYP. BD. e FOR GWB MODIFICATIONS THE PARTITION / WALL DESIGNATION IS A THREE -UNIT CODE THAT DENOTES THE CONFIGURATION, CONSTRUCTION, AND INSULATION. [iP►tols0 tallows]`' PARTITION MODIFICATION 0 0 PARTITION DESIGNATION WASHINGTON SQUARE MALL 9491 SW WASFIINGTON SQUARE RD TiGmw, OR STORE #31 DAVID J. MURPHY ARCHITECT gio Luou Srurr, Sum 82o7 81AM.3, WAARINCf0" 98121 2: 26.3}1.9875 m. Mvu":Yeur.cor PROJECT NUMBER: 785 ISSUED FOR: PERMIT f BID JANUARY 9, 2013 DATE: 01-09-13 PERMIT/ BID S H EET TITLE: PENETRATION D ETAI LS SHEET NUMBER: A9.01 0 w 0 0 CC a w Cn w 0 Cn W w z AT RATED PARTITION INSTALL FIRE STOP COATING AS REQUIRED TO MEET FIRE RATING REQUIREMENT FOR PARTITION BELOW, FOR 1 AND 2 HOUR RATED PARTITIONS USE 3M FIREDAM SPRAY APPLIED PER UL SYSTEM HW -D-0020 AND PER MANUFACTURER'S DIRECTIONS, EQUIVALENT UL APPROVED PRODUCT MAY BE USED AS ALLOWED BY LOCAL JURISDICTION AT NON -RATED PARTITIONS TB INSTALL ACOUSTIC INSULATION ABOVE, IF DESIGNATED -- -- - -----_ :Ya7l A MIN 3 5/8" 20 GA TRACK,--' 3" LONG, TIGHT TO EACH SIDE OF EXISTING TRUSS, ATTACH TO UPPER TRACK WITH (4) #10 SMS /— 3" --/ MIN 3 5/8" 20 GA TRACK AT 4'-0" OC, BEND FLANGES TO FIT INTO DECK FLUTE EXISTING TRUSS OR BEAM Perpendicular to Metal Deck Flutes AT RATED PARTlTIC' INSTALL COMPRES MINERAL WOOL AS REQUIRED FOR FIR COATING - EXISTING STRUCTL SEALANT OR FIRES FOUR #10 SMS INTI EACH HORIZONTAL TRACK-TYP. DO NOT ATACH TO EXISTING DECK PARTITION BELOW AS INDICATED Top of Wall Detail Rated and Non -Rated Conditions NOT TO SCALE AT PARTITION TYPE'V: UL DESIGN NO. U465 (SEE UL DESIGN STANDARDS FOR COMPLETE REQUIREMENTS): NONBEARING WALL RATING -1 HR 1. FLOOR AND CEILING RUNNERS- CHANNEL SHAPED RUNNERS, 3 5/8' WIDE (MIN), 11/4" LEGS, FORMED FROM MIN. NO. 25 MSG. GALVANIZED STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED AT 24" O.C. MAX.,, 2. STEEL STUDS- CHANNEL SHAPED, 3 518" WIDE (MIN.), 1114' LEGS, 318' FOLDED BACK RETURNS, FORMED FROM MIN. NO 25 MSG GALVANIZED STEEL SPACED 24" O.C. MAX., INSTALL PER SPACING AS NOTED 3. BATTS AND BLANKETS- AS NOTED 4. GYPSUM WALLBOARD- 518" THICK, 4 FOOT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN OC ALONG EDGES OF BOARD AND 12 IN OC IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. SEE UL BOOK FOR ACCEPTABLE MANUFACTURERS AND PRODUCTS. 5. JOINT TAPE AND COMPOUND- VINYL, DRY, OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINT. JOINTS REINFORCED FOR TOP ATTACHMENT TO STRUCTURE SEE DETAIL 11A9.01A SEALANT, TYP. @ ACOUSTICAL PARTITIONS AND FIRESTOP @ FIRE -RATED PARTITIONS EDGE TRIM AT EXPOSED EDGES DEEP -LEG SLIP CHANNEL TRACK CONNECT STUDS TO SLOTS IN DEEP LEG SLIP CHANNEL TRACK WITH TYPE S PAN HEAD SCREWS AT EACH STUD ATTACH G.W.B. TO STUDS ONLY. DO NOT ATTACH TO TOP TRACK EXISTING WALL FINISH TO REMAIN SHEET MTL BACKING, SEE ELEVATION FOR SIZE AND LOCATION EXISTING METAL STUDS (1) LAYER TYPE 'X` G.W.B TO FULL HT. EXISTING, PATCH AS REQUIRED BATT INSULATION IF NOTED, SEE PARTITION DESIGNATION 3/8" DIAM. TITEN (SIMPSON) @ 12" OC, ICC -ES -ESR -2713 BASE AS SCHEDULED 20 GA. CONT. UNPUNCHED TRACK ADJACENT & SEALANT @ INTERFACE W/ FLOOR TENANT SEALANT, TYP. @ ACOUSTICAL PARTITION AND FIRESTOP @ FIRE -RATED PARTITIONS NOTE: FIRE CAULK ALL PENETRATIONS EXISTING METAL STUDS AT 16" OC, VERIFY IN FIELD w (CONSTRUCT PER U.L. DESIGN #U 465) EXISTING METAL STUDS AT 16' OC, VERIFY IN FIELD Z (NON -FIRE RATED) PARTITION Parallel to Metal Deck Flutes - GWB 3 3 5l8' STUDS @ 16" O.C. 4 6" STUDS @ 16' O.C. PARTITION FOR TOP ATTACHMENT TO STRUCTURE SEE DETAIL 1/A9.01A 3 518" 20 GA METAL FRAMING, ATTACH L4 HORIZONTAL FRAMING TO STUDS ONLY. DO NOT ATTACH TO TOP TRACK. Parallel to Metal Deck Flutes - Studs Only SEALANT, TYP. @ ACOUSTICAL PARTITIONS AND FIRESTOP @ FIRE -RATED PARTITIONS EDGE TRIM AT EXPOSED EDGES, EACH SIDE DEEP -LEG SLIP CHANNEL TRACK CONNECT STUDS TO SLOTS IN DEEP LEG SLIP CHANNEL TRACK WITH TYPE S PAN HEAD SCREWS AT EACH STUD ATTACH G.W.B. TO STUDS ONLY. DO NOT ATTACH TO TOP TRACK SHEET MTL BACKING, SEE ELEVATION FOR SIZE AND LOCATION METAL STUDS AS SCHEDULED BELOW (1) LAYER TYPE'X' G.W.B TO FULL HT., EACH SIDE BATT INSULATION IF NOTED, SEE PARTITION DESIGNATION 3/8" DIAM. TITEN (SIMPSON) @ 12" OC, ICC -ES -ESR -2713 BASE AS SCHEDULED GA. CONT. UNPUNCHED TRACK SEALANT @ INTERFACE W/ FLOOR :ALANT, TYP. @ ACOUSTICAL PARTITIONS ID FIRESTOP @ FIRE -RATED PARTITIONS 5 3 5/8" STUDS @ 16" O.C. 6 6" STUDS @ 16" O.C. PARTITION FOR TOP ATTACHMENT TO STRUCTURE SEE DETAIL 11A9.01A SEALANT, TYP. @ ACOUSTICAL PARTITIONS AND FIRESTOP @ FIRE -RATED PARTITIONS EDGE TRIM AT EXPOSED EDGES, EA. SIDE DEEP -LEG SLIP CHANNEL TRACK CONNECT STUDS TO SLOTS IN DEEP LEG SLIP CHANNEL TRACK WITH TYPE S PAN HEAD SCREWS AT EACH STUD ATTACH G.W.B. TO STUDS ONLY. DO NOT ATTACH TO TOP TRACK SHEET MTL BACKING, SEE ELEVATION FOR SIZE AND LOCATION METAL STUDS AS SCHEDULE BELOW (1) LAYER TYPE'x G.W.B TO FULL HT. BATT INSULATION IF NOTED, SEE PARTITION DESIGNATION 318" DIAM. TITEN (SIMPSON) @ 12" OC, ICC -ES -ESR -2713 BASE AS SCHEDULED 20 GA CONT UNPUNCHED TRACK & SEALANT @ INTERFACE W/ FLOOR ACOUSTIC SEALANT @ PERIMETER AND ALL PENETRATIONS 7 3 5/8" STUDS @ 16" O.C. 8 6" STUDS @ 16" O.C. PARTITION FOR TOP ATTACHMENT TO STRUCTURE SEE DETAIL 1/A9.01A EDGE TRIM AT EXPOSED EDGES DEEP -LEG SLIP CHANNEL TRACK CONNECT STUDS TO SLOTS IN DEEP LEG SLIP CHANNEL TRACK WITH TYPE S PAN HEAD SCREWS AT EACH STUD SEALANT, TYP. @ ACOUSTICAL PARTITIONS AND FIRESTOP @ FIRE -RATED PARTITIONS ATTACH G.W.B. TO STUDS ONLY. DO NOT ATTACH TO TOP TRACK BATT INSULATION IF NOTED METAL STUDS AS SCHEDULED BELOW (3) #10 SMS @ EACH STUD 20 GA. CONT. UNPUNCHED TRACK (1) LAYER TYPE "X' G.W.B. CEILING (1) LAYER TYPE W G.W.B TO FULL HT., EACH SIDE (1) LAYER TYPE'X' G.W.B DRESSING ROOM OR TOILET 318" DIAM. TITEN (SIMPSON) @ 12" OC, ICC -ES -ESR -2713 BASE AS SCHEDULED 20 GA. CONT. UNPUNCHED TRACK & SEALANT @ INTERFACE W/ FLOOR ACOUSTIC SEALANT @ PERIMETER AND ALL PENETRATIONS 3/4" FIRE -TREATED PLYWOOD IF OPEN TO ADJACENT ROOM 6" DEEP CEILING JOISTS @ 16' OC. 20 GA. 12" OC BELOW HOT WATER HEATER, IF APPLICABLE -------------------� BLOCKING @ 9 3 518' STUDS @ 16" O.C. 0 6" STUDS @ 16" O.C. PARTITION DAVID J. MURPHY ARCHITECT gm Lnrou STuxT, Svrn 82o7 SuTx i, Wa2"07CTo11 98121 T: 206.341. 9875 ♦tr. Mou11xVA22i.00" PROJECT NUMBER: 785 ISSUED FoR: PERMIT / BID JANUARY 9, 2013 DATE: 01-09-13 PERMIT/ BID SHEET TITLE: PARTITION TYPES SHEET NUMBER: ArM AT FIRE RATED PARTITIONS FILL WITH #10 SMS AT 12" OC AT COMPRESSED MINERAL WOOL AS HORIZONTAL TRACK - TYP. REQUIRED FOR FIRESTOP COATING DO NOT ATACH TO EXISTING DECK AND AT NON -RATED PARTITIONS MIN 3 5/8" 20 GA TRACK, BEND INSTALL ACOUSTIC INSULATION FLANGES TO FIT INTO DECK FLUTE WASHINGTON #10 SMS AT 12' OC AT HORIZONTAL TRACK - TYP. `" SQUARE MALL DO NOT ATACH TO EXISTING DECK �, - SW WASFmvcTox SRn 9491 QUARE MIN 3 5/8" 20 GA TRACK DEEP -LEG SLIP CHANNEL TRACK TtcAxn OR BEND FLANGES TO FIT A I : CONNECT STUDS TO SLOTS IN DEEP STORE #gi INTO DECK FLUTE - - - - LEG SLIP CHANNEL TRACK WITH SEALANT OR FIRESTOPTYPE S PAN HEAD SCREWS AT EACH STUD DO NOT ATTACH TO TOP TRACK Parallel to Metal Deck Flutes - GWB 3 3 5l8' STUDS @ 16" O.C. 4 6" STUDS @ 16' O.C. PARTITION FOR TOP ATTACHMENT TO STRUCTURE SEE DETAIL 1/A9.01A 3 518" 20 GA METAL FRAMING, ATTACH L4 HORIZONTAL FRAMING TO STUDS ONLY. DO NOT ATTACH TO TOP TRACK. Parallel to Metal Deck Flutes - Studs Only SEALANT, TYP. @ ACOUSTICAL PARTITIONS AND FIRESTOP @ FIRE -RATED PARTITIONS EDGE TRIM AT EXPOSED EDGES, EACH SIDE DEEP -LEG SLIP CHANNEL TRACK CONNECT STUDS TO SLOTS IN DEEP LEG SLIP CHANNEL TRACK WITH TYPE S PAN HEAD SCREWS AT EACH STUD ATTACH G.W.B. TO STUDS ONLY. DO NOT ATTACH TO TOP TRACK SHEET MTL BACKING, SEE ELEVATION FOR SIZE AND LOCATION METAL STUDS AS SCHEDULED BELOW (1) LAYER TYPE'X' G.W.B TO FULL HT., EACH SIDE BATT INSULATION IF NOTED, SEE PARTITION DESIGNATION 3/8" DIAM. TITEN (SIMPSON) @ 12" OC, ICC -ES -ESR -2713 BASE AS SCHEDULED GA. CONT. UNPUNCHED TRACK SEALANT @ INTERFACE W/ FLOOR :ALANT, TYP. @ ACOUSTICAL PARTITIONS ID FIRESTOP @ FIRE -RATED PARTITIONS 5 3 5/8" STUDS @ 16" O.C. 6 6" STUDS @ 16" O.C. PARTITION FOR TOP ATTACHMENT TO STRUCTURE SEE DETAIL 11A9.01A SEALANT, TYP. @ ACOUSTICAL PARTITIONS AND FIRESTOP @ FIRE -RATED PARTITIONS EDGE TRIM AT EXPOSED EDGES, EA. SIDE DEEP -LEG SLIP CHANNEL TRACK CONNECT STUDS TO SLOTS IN DEEP LEG SLIP CHANNEL TRACK WITH TYPE S PAN HEAD SCREWS AT EACH STUD ATTACH G.W.B. TO STUDS ONLY. DO NOT ATTACH TO TOP TRACK SHEET MTL BACKING, SEE ELEVATION FOR SIZE AND LOCATION METAL STUDS AS SCHEDULE BELOW (1) LAYER TYPE'x G.W.B TO FULL HT. BATT INSULATION IF NOTED, SEE PARTITION DESIGNATION 318" DIAM. TITEN (SIMPSON) @ 12" OC, ICC -ES -ESR -2713 BASE AS SCHEDULED 20 GA CONT UNPUNCHED TRACK & SEALANT @ INTERFACE W/ FLOOR ACOUSTIC SEALANT @ PERIMETER AND ALL PENETRATIONS 7 3 5/8" STUDS @ 16" O.C. 8 6" STUDS @ 16" O.C. PARTITION FOR TOP ATTACHMENT TO STRUCTURE SEE DETAIL 1/A9.01A EDGE TRIM AT EXPOSED EDGES DEEP -LEG SLIP CHANNEL TRACK CONNECT STUDS TO SLOTS IN DEEP LEG SLIP CHANNEL TRACK WITH TYPE S PAN HEAD SCREWS AT EACH STUD SEALANT, TYP. @ ACOUSTICAL PARTITIONS AND FIRESTOP @ FIRE -RATED PARTITIONS ATTACH G.W.B. TO STUDS ONLY. DO NOT ATTACH TO TOP TRACK BATT INSULATION IF NOTED METAL STUDS AS SCHEDULED BELOW (3) #10 SMS @ EACH STUD 20 GA. CONT. UNPUNCHED TRACK (1) LAYER TYPE "X' G.W.B. CEILING (1) LAYER TYPE W G.W.B TO FULL HT., EACH SIDE (1) LAYER TYPE'X' G.W.B DRESSING ROOM OR TOILET 318" DIAM. TITEN (SIMPSON) @ 12" OC, ICC -ES -ESR -2713 BASE AS SCHEDULED 20 GA. CONT. UNPUNCHED TRACK & SEALANT @ INTERFACE W/ FLOOR ACOUSTIC SEALANT @ PERIMETER AND ALL PENETRATIONS 3/4" FIRE -TREATED PLYWOOD IF OPEN TO ADJACENT ROOM 6" DEEP CEILING JOISTS @ 16' OC. 20 GA. 12" OC BELOW HOT WATER HEATER, IF APPLICABLE -------------------� BLOCKING @ 9 3 518' STUDS @ 16" O.C. 0 6" STUDS @ 16" O.C. PARTITION DAVID J. MURPHY ARCHITECT gm Lnrou STuxT, Svrn 82o7 SuTx i, Wa2"07CTo11 98121 T: 206.341. 9875 ♦tr. Mou11xVA22i.00" PROJECT NUMBER: 785 ISSUED FoR: PERMIT / BID JANUARY 9, 2013 DATE: 01-09-13 PERMIT/ BID SHEET TITLE: PARTITION TYPES SHEET NUMBER: a Lu a C) a Lu cn w 0 co in Lu J Z 1/2 ff EA. SIDE = = T= _ _-- - m- - - PARTITION I,71 111 II 111 do TRACK 8 ,7V -+�• N AS SCHEDULED III 11 I I I 111 II 111 Q p NON -YELLOWING ACRYLIC SEALER i p C ~ ,-a- I u r}II p W u c CEMETONE CLEAR SEALER BIANCO ALPI 20 GA MTL TRACK ENC -4 CONCRETE MAPEI MAPECEM 102 DARK GREY DAVIS PIGMENT ADDITIVE 8084 FRP-1 FIBERGLASS MARLITE S100G WHITE CLASS III C WB -2 REINFORCED PANEL HOLLOW MTL 1' PLYWOOD MATCH PLYWOOD USE STANDARD TRIM MTL-1 DECORATIVE METAL P-4 P-2 FRAME II POWDER COATED TO MATCH P-2 II P-1 G LATEX PAINT PRATT & LAMBERT 10-32 DOOR I I u LATEX PAINT PRATT & LAMBERT AT TRACK AT HEAD, INSTALL CORNE WOLF SATIN INTERIOR LATEX,1 PRIMER COAT AND 2 FINISH COATS. GICAN- LATEX PAINT STUD AND ATTACH TO JAMB STUDS 25-17 BLACK XI`1NISH PAINT � PRIMER COAT AND LATEX COATS. XPOSED METAL COLUMNS, 3" =1'-0" WITH (2) TYPE S PAN HEAD SCREWS, PRATT & LAMBERT 33-17 OBSIDIAN SATIN INTERIOR LATEX,1 PRIMER COAT AND 2 FINISH COATS. AT DOORS 3'-0" WIDE OR LESS, THE OR FRAME LATE( PAINT - TRACK MAY BE CUT AND BENT UP 0SHOWN) SATIN INTERIOR LAIR I PRIMER COAT AND 2 FINISH COATS. P-6 IN LIEU OF CORNER STUD SHERWIN WILLIAMS 7065 PERPENDICULARC FRAMING SATIN INTERIOR LATEX,1 PRIMER COAT AND 2 FINISH COATS. E) WALL WHERE NOT TO SCALE NA 06 ® CUSTOM COLOR ACX FIR PLYWOOD RB -1 OCCURS ROPPE Lu IEA. SIDE P-1 \ MTL PARTITION 11A9.02 o � NA P-3 STORE SIDE, P-1 STORAGEICORRIDOR SIDE '\ AS SCHEDULED EXIST 3-0 EXIST T-0 MT EXIST P -NP -1 EXIST P4P-1 U.1 w 11A9.02 NA YES P-0 STORE SIDE, P-1 STORAGEICORRIDOR SIDE 20 GA DOUBLE METAL STUDS HOLLOW MTL FRAME JAMB DOOR SCALE: 3'= l' -X METAL FRAME D ETAI L SCALE: AS NOTED fn& L\ RESTROOM RESTROOM (CALIFORNIA ONLI� RESTROOM 0 RESTROOM r EXIT ACC® ExIT DRESSING RQOM VIEWER r SALES do TRACK 8 w -+�• N C►- Q p NON -YELLOWING ACRYLIC SEALER i p C ~ ,-a- co p [,L>6 DARK GREY p W u c r SALES do TRACK 8 8 as TILE (STOREFRONT) DALTILE DB MAGMA COLORBODY MG6318361 P (1846) NON -YELLOWING ACRYLIC SEALER SCALE: NTS EXTEND WOOD BASE BELOW TO OVERLAP DOOR JAMB ON EACH SIDE _ N 1/8"WIDE CAULK JOINT EACH SIDE � A SCALE: 3" =1'-0" GENERAL NOTES: 1. SIGN TO BE ADHESIVE ACRYLIC WITH RAISED CHARACTERS WITH A MINIMUM HEIGHT OF 5/8" AND MAXIMUM HEIGHT OF 2" ACCOMPANIED BY GRADE 2 BRAILLE 2. PICTOGRAMS SHALL HAVE THE EQUIVALENT VERBAL DESCRIPTION LISTED DIRECTLY BELOW 3. CHARACTERS, SYMBOLS AND THEIR BACKGROUNDS SHALL HAVE A NON -GLARE FINISH WITH CHARACTERS AND SYMBOLS THAT CONTRAST WITH THE BACKGROUND 4. SIGN TO BE MOUNTED ALONG THE DOOR ON LATCH SIDE, SEE DIAGRAM RIGHT, WHEN SIGN OCCURS AT DOUBLE DOORS MOUNT TO THE RIGHT OF THE RIGHT-HAND DOOR. WHEN WALL SPACE IS NOT AVAILABLE IN THE ABOVE LOCATIONS, SIGN TO BE INSTALLED ON THE NEAREST ADJACENT WALL 5. PROVIDE 18" BY 18" CLEAR FLOOR AREA CENTERED ON SIGN, BEYOND THE ARC OF ANY DOOR SWING ACCESSIBLE TACTILE SIGNS AND PLACEMENT SCALE: 1/2' =1'-0" KICK PLATE VG DOUGLAS FIR DOOR FRAME WS -t FULL HEIGHT O SHIM • i • THIS SIGN OCCURS AT THIS LOCATION IN CALIFORNIA ONLY 9" ON PULL SIDE 4" ON PUSH SIDE '. _ a---� TACTILE SIGN -j ACCESSIBLE TACTILE SIGN LOCATION SCALE: 1/2" = V- 0" 44" MIN. 4" 4" 44" WIDE (MIN.) PAINTED ASILE, 4' WIDE YELLOW STRIPING AT V-0" O.C. AT 45 DEGREES IGH BLOCK LETTERS LT 4'-0' O.C. NO STORAG EE---- TYPICAL 3" HIGH BLOCK LETTERS RED KEEP ON EACH PAINT, IDE OF WALL' AT 5'-0"AFF CLEAR SCALE: NTS __ =do v�cr_ %cnV5 o�co co co FRONT APPROACH HINGE SIDE V 54" HINGE APPROACH 10 SIDE APPROACH LATCH SIDE AF PROACH FRONT APPRO CH .f LATCH SIDE - r----i---------z--�---� APPROACH 24" LATCH 1/2" MAX. ' ' SIDE APPROACH t THRESHOLD HT. qk ' ; 12" FRONT APPROACH I t i t i t ---------f-'___'-` r " r s4 • rr , • . E i •i ,■••i, •• i• Iii' a•• i' iii' `` •i ,•••iy • J SCALE: NTS •.../ STONE THRESHOLD, THIN SET, SEALANT T AT BOTH SIDES -� 2 1 ```...M./ SCALE: NTS PROVIDE AND INSTALL ENGRAVED NAMEPLATES ABOVE EACH SWITCH WITH A DESCRIPTION OF WHAT THE SWITCH IS FOR, TYPICAL FOR ALL SWITCHES �. CASH SALES WRAP TRACK 8 8 EXAMPLE ONLY SWITCH LABELING 1 � SCALE: NTS FINISH KEY REF. DESCRIPTION MANUFACTURER NAME / MODEL # COLOR REMARKS UM -1 ALUMINUM BLACK ANODIZED EDCONCRETE TILE (MALL) - EXISTING CLEAR SEALER SLAB TO BE POLISHED SMOOTH, FINISHED WI CLEAR CONC-3 T 2 TILE (STOREFRONT) DALTILE DB MAGMA COLORBODY MG6318361 P (1846) NON -YELLOWING ACRYLIC SEALER CONG2 CONCRETE MAPS CET 1021 E RENEW FINE ONCRET CONC DARK GREY DAVIS PIGMENT ADDITIVE 8084 CONC-3 SEALED CONCRETE L.M. SCOFIELD COMPANY CEMETONE CLEAR SEALER BIANCO ALPI PROVIDE MATCHING COVE BASE #S -3689T, ENC -4 CONCRETE MAPEI MAPECEM 102 DARK GREY DAVIS PIGMENT ADDITIVE 8084 FRP-1 FIBERGLASS MARLITE S100G WHITE CLASS III C WB -2 REINFORCED PANEL RETAIL STORE 1' PLYWOOD MATCH PLYWOOD USE STANDARD TRIM MTL-1 DECORATIVE METAL P-4 P-2 16 GA COLD ROLLED STEEL POWDER COATED TO MATCH P-2 CONTRACTOR FURNISHED AND INSTALLED. PHYSICALLY ATTACH WITH TRUSS SCREWS PAINTED TO MATCH. P-1 G LATEX PAINT PRATT & LAMBERT 10-32 BONE WHITE SATIN INTERIOR LATEX,1 PRIMER COAT AND 2 FINISH COATS. P-2 LATEX PAINT PRATT & LAMBERT 25.20 WOLF SATIN INTERIOR LATEX,1 PRIMER COAT AND 2 FINISH COATS. P LATEX PAINT PRATT & LAMBERT 25-17 BLACK XI`1NISH PAINT � PRIMER COAT AND LATEX COATS. XPOSED METAL COLUMNS, P-0 LATEX PAINT PRATT & LAMBERT 33-17 OBSIDIAN SATIN INTERIOR LATEX,1 PRIMER COAT AND 2 FINISH COATS. P-5 LATE( PAINT - P-6 TO MATCH MALL SATIN INTERIOR LAIR I PRIMER COAT AND 2 FINISH COATS. P-6 LATEX PAINT SHERWIN WILLIAMS 7065 ARGOS SATIN INTERIOR LATEX,1 PRIMER COAT AND 2 FINISH COATS. E) PLYWOOD NA 06 ® CUSTOM COLOR ACX FIR PLYWOOD RB -1 RUBBER BASE ROPPE 4' STRAIGHT BASE BLACK P-1 USE PAINT ON THE WALLS ABOVE THE FIBERGLASS REINFORCED PANEL WAINSCOT MTL P -31P-1 11A9.02 11A9.02 NA T-1 TILE (MALL) TBD TBD MATCH EXISTING MALL TILE PURCHASED AND INSTALLED BY CONTRACTOR T 2 TILE (STOREFRONT) DALTILE DB MAGMA COLORBODY MG6318361 P (1846) AT BASE LOCATIONS, CUT TILE TO 8x36 - (UNPOL FLT MG63 CORE STANDARD) NA BY DOOR MANF ® PORCEAL TO GRANITI, #CD05 NA PROVIDE WATERPROOF MEMBRANE ON FLOOR AND 4' UP WALL, T-3 TILE DALTILE 8' x 80, UNPOLISHED BIANCO ALPI PROVIDE MATCHING COVE BASE #S -3689T, NO PAINT FINISH SCHEDULE NO ROOM # ROOM NAME UNPOLISHED TEXTURE, GROUT:SANDED - ANTIQUE WHITE WB -1 HARDBOARD BASE AVAIL 118' TEMPERED HARDBOARD DARK BROWN 4' HIGH BASE WB -2 WOOD BASE RETAIL STORE 1' PLYWOOD MATCH PLYWOOD OWNER FURNISHED GENERAL DOOR NOTES 1. ALL HOLLOW METAL DOOR FRAMES TO BE WELDED FRAMES 2. FOR ADA MANUEVERING CLEARANCES AT DOORS SEE 81A9.02 HARDWARE SCHEDULE GROUP HINGES LATCH SET DEAD BOLTS SEALS CLOSER SILENCER KICK STOREFRONT NOTES A NA NA BY DOOR MANF ® CORRIDOR NA NA CONC3 RB -1 P-1 P-1 P-1 P-1 NO PAINT FINISH SCHEDULE NO ROOM # ROOM NAME FLOOR BASE NORTH EAST SOUTH WEST CEILING REMARKS 001 0 RETAIL STORE GONC1 W&1 P4 P-2 P-4 P-2 P-4 P-2 P-4 P-2 P P-2 FROM FINISHED FLOOR TO 19-3' AFF AND R4 FROM 1{i'-3' AFF AND ABOVE F6-0-21 STORAGE CONC3 RB -1 P-1 P-1 P-1 P-1 NO PAINT ® DRESSING ROOM CONC1 WB -1 P-6 P-0 P-6 P-6 P-6 THICK ® DRESSING ROOM CONC1 WB -1 P-0 P-0 P-6 P-6 P-6 001 FO -05-1 ACCESSIBLE DRESSING RM CONC1 WB -1 P-6 P-6 P-0 P-6 P-6 NA 06 ® TOILET T-3 T-3 P-1 FRF -1 P-1 FRP-1 P-1 FRP-1 P-1 FRP-1 P-1 USE PAINT ON THE WALLS ABOVE THE FIBERGLASS REINFORCED PANEL WAINSCOT GENERAL DOOR NOTES 1. ALL HOLLOW METAL DOOR FRAMES TO BE WELDED FRAMES 2. FOR ADA MANUEVERING CLEARANCES AT DOORS SEE 81A9.02 HARDWARE SCHEDULE GROUP HINGES LATCH SET DEAD BOLTS SEALS CLOSER SILENCER KICK THRESHOLD NOTES A NA NA BY DOOR MANF ® CORRIDOR NA NA CONC3 RB -1 P-1 P-1 P-1 P-1 NO PAINT YES NO YES NO LEVER HANDLE, 10' KICK PLATE, PASSAGE FUNCTION C 1112 PAIR, ML2057 MORTISE NO NO NO YES NO NA ONLY CORBIN NSB LEVER HANDLE AND ROSE ON DRESSING ROOM SIDE, SPRING LOCKSET DOOR SCHEDULE NO TRIM PLATE OR LEVER ON RETAIL SIDE, ON RETAIL SIDE ONLY DOOR FRAME DETAILS RATING NOTES NO. TYPE WIDTH HEIGHT THICK MATL FINISH MATL I FINISH HEAD JAMB SILL 001 GRILLE LOCKED ON RETAIL SIDE, CLOSER IN HINGE, KEY ALIKE; ALSO SEE NA NA INA NA I NA NA NA NA SEE SPEC, PROVIDE CYLINDER �2 FLUSH 3'-0" T-0' 1-314" WD P -3/P-1 MTL P -31P-1 11A9.02 11A9.02 NA P-3 STORE SIDE, P-1 STORAGEICORRIDOR SIDE (-00-3nFLUSH SCI EXIST 3-0 EXIST T-0 MT EXIST P -NP -1 EXIST P4P-1 11A9.02 11A9.02 NA YES P-0 STORE SIDE, P-1 STORAGEICORRIDOR SIDE 005 FLUSH 3'-0' 5'-4' 1-314" WD P-6 WD P-2 71A9.02 71A9.02 NA MT. TOP OF DOOR 6!4' 066 SCI FLUSH EXIST 3-0 EXIST T-0 EXIST EXIST P-3 EXIST P-3 11A9.02 11A9.02 12IA9.02 007 ST XIST EXIST EXIST P -51P-1 EXIST P -51P-1 NA NA NA 20 MIN STORAGE SIMAL MADTEH STANDARD MALL DOOR FLUSH T- COLOR P-5 ONP-1 GENERAL DOOR NOTES 1. ALL HOLLOW METAL DOOR FRAMES TO BE WELDED FRAMES 2. FOR ADA MANUEVERING CLEARANCES AT DOORS SEE 81A9.02 HARDWARE SCHEDULE GROUP HINGES LATCH SET DEAD BOLTS SEALS CLOSER SILENCER KICK THRESHOLD NOTES A NA NA BY DOOR MANF NA NA NA NA NA COORDINATE LOCK WITH GRILLE MANUFACTURER B 11/2 PAIR, SECURITY CL3310-NZD NO NO YES NO YES NO LEVER HANDLE, 10' KICK PLATE, PASSAGE FUNCTION C 1112 PAIR, ML2057 MORTISE NO NO NO YES NO NA ONLY CORBIN NSB LEVER HANDLE AND ROSE ON DRESSING ROOM SIDE, SPRING LOCKSET NO TRIM PLATE OR LEVER ON RETAIL SIDE, ON RETAIL SIDE ONLY PROVIDE HAFELE METAL FLUSH HANDLE CATALOG NO 101.79.904 ALUMINUM COLORED MATT FINISH, STOREROOM FUNCTION ALWAYS LOCKED ON RETAIL SIDE, CLOSER IN HINGE, KEY ALIKE; ALSO SEE DRESSING ROOM ELEVATIONS ON 41A5.01 D EXIST DETEX PANIC NO YES YES NA NA NA DETEX VALUE SERIES FV40xEB ALARMED RIM EXIT DEVICE WITH TRIM #03PR AND OUTSIDE ACCESS E 1112 PAIR CL3320-NZD NO NO YES YES NO 121A9.02 PRIVACY LOCK LEVER HANDLE, PROVIDE OCCUPIED/UNOCCUPIED IDENTIFICATION HARDWARE GENERAL NOTES: 1. ALL EXTERIOR DOOR CLOSERS SHALL HAVE 8 LBS. MAXIMUM PULL. 4. PROVIDE STOPS AT ALL OPENINGS (WALL OR FLOOR) DEPENDING ON FIELD CONDITION 2. ALL INTERIOR DOOR CLOSERS SHALL HAVE 5 LBS. MAXIMUM PULL. 5. FOR TYPICAL MOUNTING HEIGHTS SEE DETAIL 21A9.02 UNLESS NOTED OTHERWISE, FOR 3. HARDWARE INDICATED TO BE CORBIN (BASIS FOR DESIGN), MOUNTING HEIGHTS OF DRESSING ROOM DOOR HARDWARE SEE DETAIL 41A5.01 FINISH AS US26D SATIN CHROMIUM PLATED FOR CYLINDER LOCKSETS 6. KEY ALL DRESSING ROOMS ALIKE, KEY ALL OTHER LOCKS (INCLUDING GRILLE) ALIKE AND BHMA 626 SATIN CHROMIUM PLATED FOR MORTISE LOCKSETS WASHINGTON SQUARE MALL 9491 SW WAsBmvcToN SQUARE RD TiGmw, OR STORE #31 DAVID J. MURPHY ARCHITECT Sia Lmou STusT, Sura 82o7 S]Ur=, V"HUMo" 98121 T: 226..Ut . 9875 .... KU" 9TVAUT.cor PROJECT NUMBER: 785 ISSUED FOR: PERMIT J BID JANUARY 9, 2013 DATE: 01-09-13 PERMIT/ BID SHEET TITLE: FINISH AND DOOR SCHEDULES SHEET NUMBER: A9.02 CD cC .o W - W W W H 0 0 O ty z 0 0 v J Z to, w r W I- 0 w 0 0 o� CL w cr3 w 0 Ca W J z v w 0 a Cn F-- 0 F F V W 0— U) w LLIJ 0 u, W 0 W v w Cn w s W LL0 I - z w z rq ir1rlvv ✓rnrrrnnv 01C SKATE CASE - PLAN VIEW SCALE: 3/4'= 1'-0* 3 IA10.01 C 0 r IN;mffll Ok yZaav fat' -7 ,�— 1'-2' ---,'' M20, 51N1PDl1v GAMINAfE fDP I I 1 I F'1cG MMP G /v I MVF 5�/k'OUv — i GAM/NAfr 7 0Y - I -- --1'-2" --.-I' Hal, 'o- ID,P fAGS fD— �I \ Pf,4 EC eAMW I I 5EN5DRMAf/G ! � OEfAGG�k' I ! ZF28 I ! I CASHWRAP GNf�R DPN/NG i DN Po fkA01le I i i 10'-0"70, 01C Cashwrap - Pian View SCALE: 314'= V-0" SECONDARY SKATE CASE - 3/4 VIEW SCALE: NOT TO SCALE SECONDARY CASH REG. - 3/4 VIEW SCALE: NOT TO SCALE MVF 511k'DUv ZF15 GRIP BIN PRIMARY SKATE CASE - 3/4 VIEW SCALE: NOT TO SCALE PRIMARY CASH REG. - 3/4 VIEW SCALE: NOT TO SCALE WASHINGTON SQUARE MALL 9491 SW WASHINGTON SQUARE RD TiGARD, OR STORE #31 DAVID J. MURPHY ARCHITECT g10 Limou Srusr, Smu Sso7 Surra, WASEMPrcm 98121 T: so6.341.9875 m. MURPUYVusr.cor PROJECT NUMBER: 785 ISSUED FOR: PERMIT / BID JANUARY 9, 2013 DATE: 01-09-13 PERMIT/ BID v�PAff'E,� — GAM/NAf, fOP LE©G 1G�/f 5fh'1P DRAWER ~'O#'E�S(� DRAWER 77 fEM��KEO GGA55 `n OPEN 51/EGI/E5 DN SfANOA�C'v5s SHEETTITLE: v15l�GAY GA5'� N OPEN CASHWRAP OPEN GK1LG & SKATE CASE GGA55 vDDKS �D ETAI LS FLOOR a' GDMOIJf�P 9" 1'-7 5/32 " — FOR REGISTERS, OUTLETS SHEET NUMBER: GAS/NEf INSTALLED BEHIND DOOR, SEE ELECTRICAL TYPICAL CASHWRAP SECTION A10*01 � 3 SCALE: 3/4" =1'-0" FOIC ADJUSTABLE METAL SHELF _ SHELF - SHELF - FRONT ELEVATION SIDE ELEVATION SCALE 1" =1'-0' SCALE 1' =1'-0' I PLAN SCALE 1' =G� M FRONT ELEVATION INSTALL ADJUSTABLE MEr = SHELVES INTO KEYHOLES INSTALL ADJUSTABLE METAL SHELVES INTO KEYHOLES CONNECT TO KNOBS v ON M -WALL VERTICALS RIGHT ELEVATION c W CL a rn v 0 x rn cW�yti,� 9G Q N M SCALE 1' =1'-0' SCALE: 1' =1'-0' NOTE: MOUNT TO HIGHEST M' WALL ATTACHMENT POINT. SHOE DISPLAY FIXTURE (FOIC) - ZF10 R/L SCALE: 1/2"= V- 0" PARTITION i ' i 7'-10" HORIZONTAL i 12" HIGH X 20 GA srf��%�r.-',--%'i'•'i',=j SHEET METAL E T :':'.i:�,,;;;:�,:::%~•::i:;.' ::' BACKING, CEJER ........................................................................................ AT 7'-10" AFF ATTACH WITH CLEAT T METAL ETAL BACKING 12 GA. ) EW 5/1f. 41fL. ....................................................... i i 1 i 1 CV ; i i i i i FLR. i FLR. FRONT VI EW SECTION DISPLAY BEHIND CASHWRAP (FOIC) - ZF27 SCALE: 112"= V- 0" • • • 6011#1 14 1 ky, I ky,[$1111 • • • • • , • , //2' h1EfAG 1/2' ti/EfAL 7 I/2' hf�fAG GKOtil�tlEf X1/2` /�LYIYOD© PANEL, ✓' fi4 /N • `"' 41VP G40;,4'' GOAT 1" 1" 1" 1" = 1 ti1Aff �'IN/✓�fI �1" 2'-0" 2'-4" 3'-6" SMALL (ZF34) MEDIUM (ZF31) LARGE (ZF32) QUALIFER LETTERS AS FOLLOWS: T - TEAK E - EBONY G - GREEN 7�\ P.O.P. PANELS (FOIL) SCALE: 1/2"= l- 0" PARTITION— — -- METAL CLEAT METAL CLEAT METAL _PARTITION PARTITION CLEA /—PARTITION � METAL CLEAT I � PARTITION <—PARTITION � t t PARTITION ' 1 1FOIC MIRROR ANDFRAME ro r 1—�I- �� 2'-6" FRONT VI EW N RONTVEW cs; DRESSING Rfll M MIRROR WALL MIRROR 1 3 FLOOR (ZF23) NOTE: CONTRACTOR TO PROVIDE BACKING. 1PILASTER DISPLAY W�/M IRROR (FOI SCALE: 112" =1'- 0" (ZF24) r ,e— 2'-3" — .Ie— 1'-6" SECTION cc FRONT VIEW to FRONT VIEW WIDE WALL GRID NARROW WALL GRID I FLOOR (ZF25) (ZF26) NOTE: CONTRACTOR TO PROVIDE BACKING. 1 �PILASTERDI SPLAY(NO MIRROR (FOIL) SCALE: 1l2" =1'- 0" FOIC HORIZONTAL (ZF9A OR ZF9B) — ISOMETRIC HORIZONTAL 16" HIGH X 20 GA SHEET METAL BACKING, CENTER ON MIDDLE Qr%or:w Rv nr car- nr:TAII 'rr' BANNER HOLDER ABOVE M -WALL SCALE: 1/2" =1'- 0" 1` 318" DIAMETER ALL THREAD, NUTS, AND SUPPORT AT STRUCTURE ABOVE BY GC, SEE �--� HORIZONTAL 16" HIGH X 20 GA SHEET METAL BACKING HORIZONTAL 12" HIGH X 20 GA SHEET METAL BACKING @ 3 LOCATIONS VERTICALLY LOCATION OF MOUNTING HOLES, COORDINATE BACKING I1 FOIC LIGHT FIXTURE (D-1) � 10) HELF ZF2 (6) #10 BLACK PANHEAD SCREWS PROVIDED AND INSTALLED BY GENERAL CONTRACTOR AT EACH VERTICAL MERCHANDISE STANDARD FOIC SHELF ABOVE M-WAL! FOIC VERTICAL MERCHANDISE (M -WALL) STANDARD HIGHEST POINT OF FLOOR, PLUMB AND LEVEL STANDARD FROM HIGHEST POINT FOIC SKATE WALL PANEL 1 D 3'-3" C 3'-9" " RIGHT ELEVATION loo'.� 10'-0" VERTICAL MERCHANDISE STANDARD - ZF1 ♦' i SCALE: 1/2" =1'- 0" j — ---- ao ---------------- PLAN ISOMETRIC SCALE:1" = T -V 471/2", VERIFY DIMENSION REQUIRED TO ATTACH BETWEEN M -WALL PERFORATED METAL VERTICALS PEGBOARD 1 m L—Tv< CONNECT TO KNOBS — ON M -WALL FRONT ELEVATION SCALE 1" =1'-0' SCALE 1' =1'-0" (13A SKATE WALL PANEL (FOIC) - Z F14 SCALE: 0" FOIC SHOE FIXTURE DISPU 2 13A A14.42 A10.0 _ ATTACH MS, TO BACKING '.�r w ILLI N r C r'I r'1 r\ arra Al la ar-a1T WALLATTACHMENT SCALE 3' =1'-0' FOIC SEE BANNER HOLDER ABOVE (NOT SHOWN), 4 A14.o � IC HANG R IC NG BAR IC ACKET MERCHANDISE SYSTEM ISOMETRIC VIEW NOT TO SCALE v%j I [Alw%7L1A 1 MIYIL FOIC LOW SHELF FOIC SHELF BRACKET FOIC HANG BAR BRACKET WASHINGTON SQUARE MALL 9491 SW WASHINGTON SQUARE Rn TiGAxn, OR STORE #31 DAVID J. MURPHY ARCHITECT gio La1+ou Sraur, Smu Sao? SUnU, VAI=CIoa 9812 T. 206.341.9875 m. MW"rYAaaa.CoN " ° . �I�JHY �� y E, VVASHAl, PROJECT NUMBER: 783 ISSUED FOR: PERMIT 1 BID JANUARY 9, 2013 DATE: 01-09-13 PERMIT/ BID SHEET TITLE: FIXTURES SHEET NUMBER: A10.02