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Plans (3) BUP2014 00078 DATE: 03.24.2014 REC_EIVEf) JOB NO: 10008.28 DRAWN: STAFF APR 3 2014 CHECKED: CM CITY OF TIGARI) BUILDING DIVISION vM SPECIAi- -NIK-':-��EGTION StWte of Onagf' S:Rructuval Speciaf�- ,Code C 0 R T L A N 0 0 Concrete and Rant arcing Steel M 0 R G A N 0 Bolts ,C'Ajncrete A R C H IT E C T 13 Frame L ReinfDrcing S!cv&Prestressing Steel Tendons 711 N. FIELDER RD. -S -<wursl Welding 6 ARLINGTON, TX 76012 S Wet PH: (8f T) 635-5696 c- FAX: (81 T) 635-5699 ra; EJ Reinforced(3voisurn Cancra€e lr-sulatlnq lo. . ate Fill PERMIT -R( 0 Spray App ed Ri�c �siafiveMateftls Drillod Pi-rs and Caissons Pi 03 . 31 . 2014 El ShcAcrete Spec -iradipg,"-cavation and Filling Syroke 0 Other lnsp&--',i0,-1S I WASHINGTON SQUARE , SUITE J01 PANt I OA7 WASHINGTON SQUARE 9585 SW WASHINGTON SQ RD SUITE J01 TIGARD, OR 97223 Crff OF TICAPM P-MEWM FOR CODE COMPLIANCE Approved: I � OTC; jt Pennit > 20 0 K-on ny-7i Addresu st"'te#-. REVISIONS Br. Dom OFFICE COPY �() 3 70 COVER SHEET SHEET NUMBER AOmO GENERAL NOTES PROJECT DATA PROJECT TEAM DOCUMENT LIST DATE: 03.24.2014 GENERALPROJECT ADDRESS PROJECT AREAS _ DRAWINGS JOB NO: 10008.28 1. ALL WORK TO BE PROVIDED BY CONTRACTOR UNLESS IT IS WASHINGTON SQUARE TOTAL AREA OF NEW WORK - 767 SF OWNER DRAWN: STAFF SPECIFICALLY NOTED TO BE DONE BY OTHERS. 9585 S.W. WASHINGTON SQUARE RD BEN BRIDGE JEWELERS SUITE J01 2901 THIRD AVENUE, SUITE 200 ARCHITECTURAL CHECKED: CM SAFETY TIGARD, OR 97223 ENERGY & ENVELOPE INFORMATION SEATTLE, WA 98121 A0.1 GENERAL PROJECT INFORMATION A0.2 SYMBOLS AND ABBREVIATIONS 1. CODES: CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES NO CHANGE TO BUILDING ENVELOPE PHONE: (206) 239-6841 AND ORDINANCES IN FORCE AT THE TIME OF CONSTRUCTION. PHONE (310) 542-8525 EMAIL: SJOHNSON@BENBRIDGE.COM A0.3 SPECIFICATIONS ATTN: SCOTT JOHNSON A1.1 MALL PLAN PARCEL NUMBER APPLICABLE CODES A2.1 DEMOLITION / CONSTRUCTION PLAN WORK PRACTICES - BUILDING: 2010 OREGON STRUCTURAL SPECIALTY CODE TENANT'S REPRESENTATIVE A2.2 REFLECTED CEILING PLAN 1S1260000300 THE KLINKAM COMPANY A2.3 CASEWORK AND FINISH PLAN cc PA 1. MATERIALS: ALL MATERIALS ARE ASSUMED TO BE NEW (U.O.N.). - HVAC: SEE MECHANICAL DRAWINGS 2820 40TH AVENUE WEST A2.4 FRAMING PLAN & FRAMING DETAILS C 0 R T L A N 0 2. SUBCONTRACTOR COORDINATION: CONTRACTOR IS RESPONSIBLE FOR BUILDING DESCRIPTION - PLUMBING: SEE PLUMBING DRAWINGS SEATTLE WA 98199 A3.1 STORE ELEVATIONS DEMOLITION A3.2 STORE ELEVATIONS CONSTRUCTION M O R G A N COORDINATION OF THEIR SUBCONTRACTORS AND FOR THE EXISTING BUILDING SINGLE-LEVEL REGIONAL SHOPPING CENTER, - FIRE PROTECTION: SEE MECHANICAL DRAWINGS PHONE: (206) 624-9735 A3.3 INTERIOR ELEVATIONS ARCH ITEC T , , SCHEDULING COORDINATION OF WORK INDICATED ON THE DRAWINGS 1345528 SF RETAIL - ELECTRICAL: NATIONAL ELECTRICAL CODE FAX: (206) 283-2446 A6.1 WALL TYPES. DOOR AND FINISH SCHEDULES TO BE DONE BY OTHERS. LATEST EDITION EMAIL: CRAIG@KLINKAM.COM A9.1 DETAILS c - ACCESSIBILITY: ADA & STATE ACCESSIBILITY CODE ATTN: CRAIG KLINKAM A9.2 DETAILS 711 N. FIELDER RD. 3. LAYOUT: CONTRACTOR TO VERIFY ALL DIMENSION AND CONDITIONS PROJECT DESCRIPTION A9.3 DETAILS ARLINGTON, TX 76012 PRIOR TO STARTING WORK. NOTIFY ARCHITECT OF ANY TENANT IMPROVEMENT TO CONSTRUCT 767 SQUARE FEET OF RETAIL - OCCUPATIONAL SAFETY: OSHA LANDLORD PH: (817) 635-5696 DISCREPANCIES DISCOVERED. SPACE. WORK INCLUDES NON-STRUCTURAL PARTITIONS, CASEWORK AND THE MACERICH COMPANY FAX: (817) 635-5699 FINISHES CONSISTENT WITH TYPICAL T.I. SCOPE OF WORK. ALSO 11411 N. TATUM BLVD. MECHANICAL 4. SERVICE SHUTDOWNS: CONTRACTOR TO NOTIFY THE OWNER & INCLUDED IN SCOPE OF WORK ARE ELECTRICAL AND MECHANICAL PERMIT INFORMATION PHOENIX, AZ 85028 M1.0 MECHANICAL PLAN LANDLORD (48) HOURS IN ADVANCE OF SERVICE SHUTDOWNS. 1. CITY OF TIGARD PERMIT: TBD. M2.0 MECHANICAL SCHEDULES AND DETAILS DISTRIBU T ION AS WELL AS INSTALLATION OF PLUMBING FIXTURES. PHONE: (602) 953-6750 M3.0 MECHANICAL SPECIFICATIONS CONTRACTOR TO OBTAIN THE OWNER AND LANDLORD'S PERMISSION FAX: (602) 953-6449 M3.1 MECHANICAL SPECIFICATIONS PERMIT TO SHUTDOWN ANY BUILDING SERVICE. OTHER RELATED PERMIT SUBMITTALS EMAIL: AARON.PRATT@MACERICH.COM AUTHORITY HAVING JURISDICTION ATTN: AARON PRATT PLUMBING 03 . 31 . 2 014 5. SITE CLEANING: CONTRACTOR TO CLEAN PREMISES AND REMOVE CITY OF TIGARD 1. PREVIOUSLY SUBMITTED RELATED PERMITS: N/A. P1.0 PLUMBING PLANS DEBRIS ON A REGULAR BASIS. ARCHITECT P2.0 PLUMBING SCHEDULE AND DETAILS 6. UNEXPECTED CONDITIONS: CONTRACTOR TO NOTIFY ARCHITECT OF ZONING 2. FIRE-SPRINKLER DESIGN TO BE SUBMITTED FOR PERMIT CORTLAND MORGAN, ARCHITECT P3.0 PLUMBING SPECIFICATIONS SEPARATELY BY THE EVENTUAL FIRE-SPRINKLER CONTRACTOR. 711 N FIELDER RD P3.1 PLUMBING SPECIFICATIONS ANY CONDITIONS WHICH ARE UNCOVERED WHICH DIFFER FROM N/A - EXISTING BUILDING PROVIDE QUICK-RESPONSE SPRINKLER HEADS. ARLINGTON, TX 76012 P3.2 FIRE SPRINKLER SPECIFICATIONS WHAT IS SHOWN ON THESE DRAWINGS. PHONE: (817) 635-5696 7. CONTRACTOR TO COMPLY WITH LANDLORD WORK RULES CONSTRUCTION TYPE 3. FIRE-ALARM DESIGN TO BE SUBMITTED FOR PERMIT SEPARATELY FAX: (817) 635-5699 ELECTRICAL TYPE-11-N 1-HR FULLY SPRINKLED EO.1 ELECTRICAL SYMBOLS AND ABBREVIATIONS BY THE EVENTUAL FIRE-ALARM CONTRACTOR, TBD. PROJECT COORDINATOR E1.1 ELECTRICAL LIGHTING PLAN 8. CONTRACTOR RESPONSIBLE FOR DESIGN/BUILD SPRINKLER AND FIRE SABA, INC. E2.1 ELECTRICAL POWER PLAN ALARM INSTALLATION, PERMITS, AND CONSTRUCTION. OCCUPANCY 1124 EASTLAKE AVE EAST, SUITE 201 E3.1 ELECTRICAL ONE-LINE DIAGRAM AND SCHEDULES TYPE M MERCANTILE 4. LOW-VOLTAGE CABLING TO BE SUBMITTED FOR PERMIT SEPARATELY TBD. SEATTLE, WA 98109 E4.1 ELECTRICAL SPECIFICATIONS BY EVENTUAL LOW-VOLTAGE CONTRACTOR, DRAWING SPECIFICITY PHONE: (206) 957-6400, EXT. 208 E4.2 ELECTRICAL SPECIFICATIONS DA NDUA 1. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY NAIL, FAX: (206) 957-6404 E4.3 ELECTRICAL SPECIFICATIONS A �' SCREW, BOLT AND CONNECTION ETC. REQUIRED TO INSTALL A GIVEN OCCUPANT LOAD 5. ELECTRICAL TO BE SUBMITTED FOR PERMIT SEPARATELY, BY EMAIL: CHRISM@SABARCH.COM ITEM. THE CONTRACTOR IS TO MAKE REASONABLE ASSUMPTIONS AS PER TABLE 1004.1: EVENTUAL ELECTRICAL CONTRACTOR, TBD. ATTN: CHRISTOPHER MOSIER FIRE SPRINKLER & FIRE ALARM TO MISCELLANEOUS ITEMS WHICH ARE REQUIRED TO INSTALL ITEMS 30 SF PER OCCUPANT FOR RETAIL SPACE TO BE SUBMITTED UNDER SEPARATE PERMIT NOTED ON THESE DRAWINGS. 645/30 = 22 OCCUPANTS 6. SIGNAGE TO BE SUBMITTED FOR PERMIT SEPARATELY, BY EVENTUAL MECHANICAL / PLUMBING ENGINEER 2. CONTRACTOR TO PROVIDE NECESSARY BACKING BLOCKING AND SIGNAGE CONTRACTOR TBD. HENDERSON ENGINEERS FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES AND OTHER 300 SF PER OCCUPANT FOR STORAGE SPACE 8345 LENEXA DRIVE, SUITE 300 WASHINGTON SQUARE ITEMS REQUIRING SAME. 96/300 = 1 OCCUPANT LENEXA, KS 66214 9585 SW WASHINGTON SQ RD 3. DIMENSIONS: HORIZONTAL DIMENSIONS ARE FROM FINISHED BLVD. (STATE HIGHWAY 217) PHONE: (913) 742-5000 SUITE J01 I ? FAX: (913) 742-5001 TIGARD, OR 97223 22 OCCUPANTS (RETAIL) EMAIL: JOE.JURSICH@HEI-ENG.COM SURFACE TO FINISHED SURFACE U.O.N. VERTICAL DIMENSIONS ARE _ ' t FROM TOP OF SLAB U.O.N. DRAWINGS ARE NOT TO BE SCALED. 1 OCCUPANT (STORAGE) o <r s ' ATTN: JOE JURSICH 23 TOTAL OCCUPANT COUNT _ x ... ,�' 4. NOT ALL SYMBOLS SHOWN ARE USED. m i ELECTRICA! ENGINEER HENDERSON ENGINEERS REQUIRED EXITS 8345 LENEXA DRIVE, SUITE 300 ONE EXIT REQUIRED, PER TABLE 1019.2, LENEXA, KS 66214 UP TO 49 OCCUPANTS AND 75 FEET MAXIMUMI PHONE: (913) 742-5000 ( FAX: 913) 742-5001 MA RTIN TRAVEL DISTANCE REQUIRE ONE EXIT (PROVIDED). 2 Y'S Ds ��` ,; EMAIL: ROBERT.MURPHY@HEI-ENG.COM t ..- .-- ATTN: ROBERT MURPHY JCP NY W TWO EXITS PROVIDED. " GENERAL CONTRACTOR h � SHRADER & MARTINEZ CONSTRUCTION, INC. REQUIRED EXIT WIDTH 160 DRY CREEK RD PER TABLE 1005.1: L, SEDONA, AZ 86336 PHONE: (928) 282-7554 EXT. 203 EMAIL: MCOOK@SHRADERMARTINEZ.COM REVISIONS EGRESS WIDTH PER OCCUPANT = .20" ATTN: MIKE COOK _ RDTRO 23 OCCUPANTS MAXIMUM X .20" = 4.6" EXIT WIDTH REQUIRED. _ 2 SPRINKLER DESIGN BUILD CONTRACTOR o . TO BE DETERMINED 144 EXIT WIDTH PROVIDED. . o SE S WASHINGTON SQUARE C FIRE-PROTECTION 7� 1W9 585 SW WASHINGTON SQ RD a �.. FULLY SPRINKLERED STRUCTURE WITH FIRE-ALARM TO BE PROVIDED IN m SUITE JOS NEW TENANT SPACE. TIGARD, OR 97223 ADJACENT TENANTS TO THE PROPOSED ,JEWELRY STORE ARE CURRENTLY GENERAL PROJECT EQUIPPED WITH AUTOMATIC SPRINKLER SYSTEMS DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 13. °� INFORMATION I Its II SHEET NUMBER AOm 1 VICINITY MAP IV NOT TO SCALE SEE A1.1 FOR LARGER MALL PLAN DATE: 03.24.2014 JOB NO: 10008.28 ABBREVIATIONS SYMBOLS DRAWN: STAFF A F M S (CONTINUED) THESE SYMBOLS REPRESENT THOSE USED ON THE ARCHITECTURAL DRAWINGS. FOR SYMBOLS USED ON CHECKED: CM AB ANCHOR BOLT F MACH AC ACOUSTIC/ALTERNATING A FIRERENHEIT N ALARM MAINT MAHTE ANCESPEC SPECIFICATION/SPECIFIED THE DRAWINGS OF OTHER DISCIPLINES, SEE LEGEND SPECIFIC TO THAT DISCIPLINE. CURRENT/AUTOCLAVE FB FLAT BAR MAS MASONRY SPK SPEAKER ACC ACCESSORY OCCUPANT LEAD FD FLOOR DRAIN MAT MATERIAL SPC SPECIAL AD AREA DRAIN FDN FOUNDATION MAX MAXIMUM SQ SQUARE PLAN SYMBOLS WALL LEGEND CEILING LEGEND — ACT ACOUSTIC CEILING TILE FE FIRE EXTINGUISHER MB MACHINE BOLT SS/SSTL STAINLESS STEEL ADA AMERICANS W/ DISABILITIES ACT FEC FIRE EXTINGUISHER CABINET MDF MEDIUM DENSITY FIBERBOARD STD STANDARD ADD ADDENDUM FF FINISH FLOOR MECH MECHANICAL STL STEEL — — — — — ADDL ADDITIONAL FH FIRE HYDRANT MED MEDICAL/MEDIUM STM STEAM WALL TO BE DEMOLISHED ADJ ADJUSTABLE/ADJACENT FHC FIRE HOSE CABINET MEMB MEMBRANE STN STONE NNORTH ARROW AFF ABOVE FINISHED FLOOR FHMC FLAT HEAD MACHINE SCREW MEP MECHANICAL/ STOR STORAGE ACOUSTIC CEILING TILE AHJ AUTHORITY HAVING JURISDICTION FHS FLAT HEAD SCREW ELECTRICAL/PLUMBING STIR STRAIGHT EXISTING NON—RATED WALL TO ALUM ALUMINUM FHWS FLAT HEAD WOOD SCREW MFG MANUFACTURING STRUC STRUCTURAL ALT ALTERNATE/ALTERATION FIC FURNISHED AND INSTALLED MFR MANUFACTURER SUBFL SUBFLOOR(ING) REMAIN AMP AMPERES BY CONTRACTOR MGR MANAGER SUPP SUPPORT C D R T L A N D ANCH ANCHOR FIN FINISH(ED) MIN MINIMUM/MINUTE SURF SURFACE DATUM OR BENCH MARK ANDD ANODIZED FIO FURNISHED AND INSTALLED MIR MIRPOR SUSP SUSPEND(ED) �, M D R G A N AP ACCESS PANEL BY OWNER MISC MISCELLANEOUS N SHEET VINYL FLOOR ELEVATION �' NEW WALL ARCH ARCHITECT FIOV FURNISHED AND INSTALLED MLDG MOULDING SYM SYMMETRICAL ARCH ITEC T ASSY ASSEMBLYBY OWNER OR VENDER MOD MODULAR/MODIFIED SYN SYNTHETIC GWB CEILING AUT AUTOCLAVE (STERILIZER) FL FLOOR LINE/FLOOR Mt MOUNT I J MNIMM= ME= EXISTING 1—HR RATED WALL AUTO AUTOMATIC FLASH FLASHING MTD MOUNTED �J AUX AUXILIARY FLD( FLEXIBLE MTG MOUNTING 711 N. FIELDER RD. AV AUDIO VISUAL FLG FLANGE MTL METAL FLR FLOOR(ING) MTR MOTOR ARLINGTON, TX 76012 B FLUOR FLUORESCENT MUL MULLION A EXISTING 2—HR RATED WALL PH 817 635-5696 F.O. FACE OF... MW MICROWAVE OVEN T COLUMN GRID SYMBOLS - BAL BALANCE FOIC FURNISHED BY OWNER BC BOTTOM OF CURB T TOP, TREAD, TOILET INSTALLED BY CONTRACTOR FAX: (817) 635-5699 BID FP FIREPROOFING) TB TOP AND BOTTOM BIiUM BITUMINOUS TB TOWEL BAR/TACK BOARD BLAG BUILDING FIRM FERMENTOR N TBD TO BE DETERMINED BLKG BLOCK(ING) FRP FIBERGLASS REINFORCED PANEL N NORTH TC TOP OF CURB/TOP OF BM BEAM FRZ FREEZER NEG NEGATIVE CONCRETE FS FULL SIZE/FLOOR SINK HALL BOD BASIS OF DESIGN NG NATURAL GAS TD TOWEL DISPENSER ROOM IDENTIFICATION EQUIPMENT BOT BOTTOM FT FOOT/FEET NIC NOT IN CONTRACT TEL TELEPHONE 396 BRGBEARING FTG FOOTING NO NUMBER TEMP TEMPERATURE/TEMPERED/ 221 SF PERMIT FURR FURRING PLAN BW BRACKET NOM NOMINAL TEMPORARY O 1 . 2 014 BS BOTH SIDES/BACK SET FWC FABRIC WALL COVERING NTS NOT TO SCALE TdtG TONGUE & GROOVE FZ FREEZER 5 WALL TYPE BSC BIO-SAFETY CABINET THERrr10 THERMOSTAT A9 EQUIPMENT NUMBER BSMT BASEMENT TW THICK(NESS) BTW BETWEEN THRU THROUGH O TJI TRUSS-JOIST INTERNATIONAL A.2 WINDOW TYPE C © O OUTLET TOC TOP OF CONCRETE TOIL TOILET PG 1 PLAYGROUND EQUIPMENT CAB CABINET G GAS OUTLET OC ON CENTER TOL TOLERANCE CPT CARPET GA GAUGE/GAGE OD OUTSIDE DIAMETER TOS TOP OF STEEL CB CATCH BASIN/CHALKBOARD GALV GALVANIZED OFD OVERFLOW DRAIN TPD TOILET PAPER DISPENSER 17DOOR NUMBER CEN CENTRIFUGE GB GRAB BAR OFF OFFICE TPH TOILET PAPER HOLDER FEC FIRE EXTINGUISHER CER CERAMIC GC GENERAL CONTRACTOR OH OVERHEAD/OVERHANG TPTN TOILET PARTITION CFCI CONTRACTOR FURNISHED GEN GENERAL/GENERATOR OPH OPPOSITE HAND TRD TREAD CLASS 2A, TYP. CONTRACTOR INSTALLED GFI GROUND FAULT INTERRUPT OPN(G) QPEN(ING) TS TUBE STEEL CFH CHEMICAL FUME HOOD GFRC GLASS FIBER REINFORCED OPP OPPOSITE TWS TEACHER WORK STATION R132 RELITE NUMBER CG CORNER GUARD CONCRETE TYP TYPICAL CH COAT HOOK GL GLASS/GLAZING/GLAZED HVAC CHILD CHILDREN GLAM GLUE IAMINATED CHAN CHANNEL GND GPOUND CHAM CHAMFER GW GLASSWASHER P CGL CORNER GUARD LAN ELEV CIP CAST-IN-PLACE (CONCRETE) GWB GYPSUM WALLBOARD PB PANIC BOLT/PUSH BUTTON U CJ CONSTRUCTION JOINT GYP GYPSUM PBD PARTICLEBOARD (IBC UNIFORM BUILDING CODE THERMOSTAT CL CLEARANCE PCC PRECAST CONCRETE UC UNDER COUNTER O a 14V CLG CEILING PED PEDESTAL CLJ CONTROL JOINT PERF PERFORATED(D) LINO UNLESS NOTED OTHERWISE INTERIOR ELEVATIONS F FAN DUK ' ', CLKG CAULKING PERIM PERIMETER -- NUMBER IDENTIFICATION LOW WALL RETURN CLOS CLOSET H PERP PERPENDICULAR CLR CLEAR HC HANDICAP PG PLATE GLASS CMU CONCRETE MASONRY UNITS HCIN HOLLOW CORE WOOD/ PH PHASE V Co CLEAN OUT HOT & COLD WATER PL PLATE V VOLTSSHEET NUMBER (A5.#) COL COLUMN HDWD HARDWOOD P-LAM PLASTIC LAMINATE V/VAC VACUUM OUTLET 7�A5.2 COMB COMBINATION/COMBUSTIBLE HDR HEADER PLYWO PLYWOOD V/IP VAPOR COMM COMMUNICATIONPNL PANEL DEVICES HM HOLLOW METAL VAR VARIABLE/VARNISH/ DETAILS COMP COMPRESS(EDOMPACT(OR) (ION)/ HORIZ HORIZONTAL PNTD PAINT(ED) VB VINYL BASE/VACUUM PLAN ELEV. C �ED)(ION)/ HP HORSEPOWER/HIGH POL POLISH(ED) BREAKER/VAPOR BARRIER NUMBER IDENTIFICATION COMPOSITE(ION) PRESSURE/HIGH POINT PORT PORTABLE VCT VINYL COMPOSITION TILE WASHINGTON SQUARE CONC CONCRETE HPLPRINTHIGH PRESSURE LAMINATE PPRINTER VD VOLUME DAMPER SHEET NUMBER (A..Q.##) o DUPLEX RECEPTACLE 9585 SW WASHINGTON SQ RD COND CONDUIT, CONDITION HR HOUR PRELIM PRELIMINARY VENT VENTILATION/VENTILATE/ ° CONE CONFERENCE HS HOOK STRIP/HIGH STRENGTH PREP PREPARATION VENTILATOR PRESS PRESSURE SUITE J01 CONN CONNECT(ION) HT HEIGHT VERT VERTICAL ❑❑ CONST CONSTRUCTION PRDJ PROJECT(ION) — oo QUADPLEX RECEPTACLE TIGARD, OR 97223 FRTG HEATING VEST VESTIBULE CONT CONTINUE/CONTINUOUS HTR HEATER PROP PROPERTY VG VERTICAL GRAIN COORD COORDINATE HVAC HEATING/VENTILATION/AIR PSF POUNDS PER SQUARE FOOT VIg VIBRATION CORR CORRIDOR CONDITIONING PSI POUNDS PER SQUARE INCH VIF VERIFY IN FIELD -® OD SPECIALTY RECEPTACLE CS CUP SINK HW HOT WATER(DOMESTIC) PT PRESSURE TREAT(ED) VM VENDING MACHINE ` DETAIL PLAN CSFD COMBINATION SMOKE & HYD HIDRANT PTD/W PAPER TOWEL DISPENSER W/ VOC VOLATILE ORGANIC COMPOUND FIRE DAMPER WASTE RECEPTACLEVOL VOLUE NUMBER IDENTIFICATION LIGHT SWITCH CSI( COUNTERSINK/COUNTERSUNK HDwR HARDWARE PT DISP PAPER TOWEL DISPENSER VWC VNYLMWALL COVERING A4.0 SHEET NUMBER CT CERAMIC TILE F MT PPO M -IENT CHLORIDE CTR CENTER _6 LIGHT SWITCH WITH DIMMER CW COLD WATER (DOMESTIC) pWR POWER CWS COUNTERSUNK WOOD SCREW IBC INTERNATIONAL BUILDING CODE 1 EXTERIOR ELEVATION `' 3—WAY LIGHT SWITCH ICE ICE MACHINE QW 3. ICw INDUSTRIAL COLD WATER W WATTS ID INSIDE DIAMETER/INSIDE QT QUARRY TILE/QUART W WIDE/WEST/WASTE/WATER -� DATA OUTLET ` D DIMENSION QTR QUARTER W/ WITH `' y D PENNY NAILS IHW INDUSTRIAL HOT WATER QUM QUANTITY w/o wlrHour 2 BUILDING SECTION DC DIRECT CURRENT IN INCH WB WHITE BOARD/WOOD BASE -' TELEPHONE OUTLET { ` DBL DOUBLE INC INCUBATOR wC WATER CLOSET 3.5 ' DEG DEGREE(S) INCAN INCANDESCENT WD WOOD DEL DEPARTMENT OF EARLY LEARNING INCL INCLUDE(ING) I` DELI DELI-STYLE REFRIGERATOR ILO INFORMATION R W W W WASHER/DRYER WINDOW COMBO TEL/DATA , DEMO DEMOLISH/DEMOLITION INWL INSULATE(D)(ING) R RADIUS WF �AREA WIDE FLANGE (STEEL) CLOUREVISION INDICATOR OUTLET DEPT DEPARTMENT INT INTERIOR RB RUBBER BASE MIG WIRE GLASS/WALL GRILL REVISION DET DETAIL INV INVERT WH WATER HEATER •, �. RCP REFLECTED CEILING PLAN OF DRINKING FOUNDATION/ RD ROOF DRAIN/ROAD WK WORK CR CR CARD READER DOUGLAS FIR REC RECEIVING WPF WATERPROOF/WEATHERPROOF DI DEIONIZED WATER RECEP RECEPTION WPM WATERPROOF MEMBRANE DIA DIAMETER J RECT RECTANGULAR WS WOOD SCREWS/WATERSTOP MH MAGNETIC HOLD OPEN DIAG DIAGONAL JAN JANITOR REF REFRIGERATOR(REFERENCE WSP WEATHERSTRIP/WET STAND DIFF DIFFUSER JBOX JUNCTION BOX REINF REINFORCED}ING)(MENT) PIPE PLUMBING FIXTURES (CONNECTED TO FIRE—ALARM SYSTEM) REVISIONS DIM DIMENSION(S) JST JOIST REQ REQUIRED)/REQUIREMENT WT WEIGHT/WATERTI3HT DIR DIRECTOR(S) JNT JOINT RESIL RESILIENT WWF WELDED WIRE FABRIC DL DEAD LOAD RET RETURN WWM WELDED WIRE MESH PLAN ELEV DN DOWN REV REVISION REQUEST TO EXIT (REX) DR DOOR/DRAIN RM ROOM O DRWR DRAWER K RIND ROUND DS DOWNSPOUT RO ROUGH OPENING INFRARED DETECTOR IR Ko KNOCK OUT RTU RETURN Y DC DOOR CONTACT DW DISH WASHER ® � SINKS/LAVATORIES DWG DRAWING(S) KP KICK PLATE RTU ROOF TOP UNIT YD YARD DRAIN DO DRAWER KS KNEE SPACE E L S ® ARE ALARM E) NG SBC SEATTLE BUILDING CODE AEACH SYMBOLS EA EXPANSION BOLT LAB LABORATORY SAN SANITARY ANGLE PLAN ELEV EJ EXPANSION JOINT LAV LAVATORY Sc SOLID CORE LB(S) POUND(S) SCD SEAT COVER DISPENSER G AT F F FIRE ALARM PULL STATION EL ELEVATION LECTRIC(AL�GRADE) LCW LABORATORY COLD WATER SCR SHOWER CURTAIN ROD CENTERLINE ELEC ELF LINEAL FOOT/LINEAR FOOT SCHm SCHEDULE ELEV ELEVATOR/ELEVATION LFH LAMINAR FLOW HOOD SD SOAP DISPENSER/SOAP DISH / PER EMER EMERGENCY LHW LABORATORY HOT WATER SECT SECTION i PERPENDICULAR SHOWER SYMBOLS AND EMP EMERGENCY POWER LIN LINEAR SERV NETWORK SERVER PLATE 0< ® FIRE ALARM STROBE DEVICE ENCL ENCLOSED LL LIVE LOAD SF SQUARE FEET/FOOT EQ EQUAL LAC LOCATED/LOCATION(S) SHF SHELF/SHELVING � ROUND OR PHASE (ELECTRICAL) EQUIP EQUIPMENT 0 DIAMETER ES EMERGENCY SHOWER LT LIGHT SHIT SHEET LRC LEARNING RESOURCE CENTER SW SHAKER � DELTA � 4;.}>1) FIRE ALARM STROBE ABBREVIATIONS EX'i EXHAUST TOILET & HORN DEVICE LTG LIGHTING SHTG SHEATHING f PLUS OR MINUS DgST EXISTING SIM SIMILAR EXP EXPOSED/EXPANSION SJ STEEL JOIST EXT EXTERIOR SLDG SLIDING URINAL EXTD EXTRUDED SLR SEALER ID EW EYEWASH SND SANITARY NAPKIN DISPENSER SHEET NUMBER SN/TD SAN ENR RYNAPKIN/TAMPONDISPO FD. FLOOR DRAIN SK SEALANT FLOOR SINK AOm2 JANITOR'S SINK DRINKING FOUNTAIN GENERAL SPECIFICATIONS DATE: 03.24.2014 JOB NO: 10008.28 WORK AND PRODUCTS TO COMPLY WITH THE FOLLOWING REFERENCE STANDARDS IN ADDITION TO THE SECTION 09260: GYPSUM BOARD ASSEMBLIES DUWN' STAFF INFORMATION SUPPLIED IN THE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. THE 1.01 REFERENCES CONTRACTOR SHALL CONTACT THE ARCHITECT FOR ANY ADDITIONAL CLARIFICATION. A. AISI S100-07 - NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL CHECKED: CM MEMBERS; AMERICAN IRON AND STEEL INSTITUTE; 2007. (REPLACED SG02-1) SECTION 03505: SELF-LEVELING UNDERLAYMENT B. ASTM A 653/A 653M - STANDARD SPECIFICATION FOR STEEL SHEET, ZINC-COATED (GALVANIZED) OR 1.01 REFERENCES ZINC-IRON ALLOY-COATED (GALVANNEALED) BY THE HOT-DIP PROCESS; 2011. A. ASTM C 109/C 109M - STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF HYDRAULIC CEMENT C. ASTM C 475/C 475M - STANDARD SPECIFICATION FOR JOINT COMPOUND AND JOINT TAPE FOR FINISHING MORTARS (USING 2-IN. OR (50-MM) CUBE SPECIMENS); 2012. GYPSUM BOARD; 2012. B. ASTM C 348 - STANDARD TEST METHOD FOR FLEXURAL STRENGTH OF HYDRAULIC-CEMENT MORTARS; 2008. D. ASTM C 645 - STANDARD SPECIFICATION FOR NONSTRUCTURAL STEEL FRAMING MEMBERS; 2011A. C. ASTM C 472 - STANDARD TEST METHODS FOR PHYSICAL TESTING OF GYPSUM, GYPSUM PLASTERS AND E. ASTM C 665 - STANDARD SPECIFICATION FOR MINERAL-FIBER BLANKET THERMAL INSULATION FOR LIGHT GYPSUM CONCRETE; 1999 (REAPPROVED 2009). FRAME CONSTRUCTION AND MANUFACTURED HOUSING; 2012. D. ASTM E 84 - STANDARD TEST METHOD FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS; F. ASTM C 754 - STANDARD SPECIFICATION FOR INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE 2012. SCREW-ATTACHED GYPSUM PANEL PRODUCTS; 2011. C 0 R T L A N D G. ASTM C 840 - STANDARD SPECIFICATION FOR APPLICATION AND FINISHING OF GYPSUM BOARD; 2011. SECTION 06114: WOOD BLOCKING AND CURBING H. ASTM C 1002 - STANDARD SPECIFICATION FOR STEEL SELF-PIERCING TAPPING SCREWS FOR THE M 0 R G A N 1.01 REFERENCES APPLICATION OF GYPSUM PANEL PRODUCTS OR METAL PLASTER BASES TO WOOD STUDS OR STEEL STUDS; A R C H I T E C T A. ASTM A 153/A 153M - STANDARD SPECIFICATION FOR ZINC COATING (HOT-DIP) ON IRON AND STEEL 2007. HARDWARE; 2009. I. ASTM C 1047 - STANDARD SPECIFICATION FOR ACCESSORIES FOR GYPSUM WALLBOARD AND GYPSUM B. ASTM D 2898 - STANDARD PRACTICE FOR ACCELERATED WEATHERING OF FIRE-RETARDANT-TREATED WOOD VENEER BASE; 2010A. FOR FIRE TESTING; 2010. J. ASTM C 1396/C 1396M - STANDARD SPECIFICATION FOR GYPSUM BOARD; 2013. 711 N. FIELDER RD. C. ASTM E 84 - STANDARD TEST METHOD FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS; K. ASTM E 72 - STANDARD TEST METHODS OF CONDUCTING STRENGTH TESTS OF PANELS FOR BUILDING 2012. CONSTRUCTION; 2010. ARLINGTON, TX 76012 D. AWPA U1 (C2) - LUMBER, TIMBER, BRIDGE TIES AND MINE TIES -- PRESERVATIVE TREATMENT BY L. ASTM E 90 - STANDARD TEST METHOD FOR LABORATORY MEASUREMENT OF AIRBORNE SOUND PH: (817) 635-5696 PRESSURE PROCESSES; AMERICAN WOOD-PRESERVERS' ASSOCIATION; 2013. TRANSMISSION LOSS OF BUILDING PARTITIONS AND ELEMENTS; 2009. FAX: (817) 635-5699 E. AWPA U1 (C9) - PLYWOOD -- PRESERVATIVE TREATMENT BY PRESSURE PROCESSES; AMERICAN M. ASTM E 413 - CLASSIFICATION FOR RATING SOUND INSULATION; 2010. WOOD-PRESERVERS' ASSOCIATION; 2013. N. GA-226 - APPLICATION OF GYPSUM BOARD TO FORM CURVED SURFACES; GYPSUM ASSOCIATION: 2008. F. AWPA U1 (C20) - STRUCTURAL LUMBER -- FIRE RETARDANT TREATMENT BY PRESSURE PROCESSES; 0. GA-600 - FIRE RESISTANCE DESIGN MANUAL; GYPSUM ASSOCIATION; 2012. AMERICAN WOOD-PRESERVERS' ASSOCIATION; 2013. G. AWPA U1 (C27) - PLYWOOD -- FIRE-RETARDANT TREATMENT BY PRESSURE PROCESSES; AMERICAN SECTION 09511: SUSPENDED ACOUSTICAL CEILINGS PERMIT WOOD-PRESERVERS' ASSOCIATION; 2013. 1.01 REFERENCES H. AWPA U1 - USE CATEGORY SYSTEM: USER SPECIFICATION FOR TREATED WOOD; AMERICAN A. ASTM C 635 - STANDARD SPECIFICATION FOR THE MANUFACTURE, PERFORMANCE, AND TESTING OF METAL �3 . 3 1 . 2014 WOOD-PRESERVERS' ASSOCIATION; 2013. SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY-IN PANEL CEILINGS; 2012. I. PS 1 - CONSTRUCTION AND INDUSTRIAL PLYWOOD; NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY B. ASTM C 636 - STANDARD PRACTICE FOR INSTALLATION OF METAL CEILING SUSPENSION SYSTEMS FOR (DEPARTMENT OF COMMERCE); 2009. ACOUSTICAL TILE AND LAY-IN PANELS; 2008. J. WCLB (GP) - STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17; WEST COAST LUMBER C. ASTM E 580 - STANDARD PRACTICE FOR INSTALLATION OF CEILING SUSPENSION SYSTEMS FOR ACOUSTICAL INSPECTION BUREAU; 2004. TILE AND LAY-IN PANELS IN AREAS SUBJECT TO EARTHQUAKE GROUND MOTIONS; 2011. K. WWPA G-5 - WESTERN LUMBER GRADING RULES; WESTERN WOOD PRODUCTS ASSOCIATION; 2011. D. ASTM E 1264 - STANDARD CLASSIFICATION FOR ACOUSTICAL CEILING PRODUCTS; 2008. 1.02 SUBMITTALS SECTION 06200: FINISH CARPENTRY AND MILLWORK A. PROVIDE MATERIAL SAMPLE AND COMPLETE PRODUCT INFORMATION FOR EACH PRODUCT. 1.01 COUNTERTOP AND MILLWORK INSTALLATION A. COMPLY WITH AWI QUALITY STANDARDS AND MARK EACH PIECE WITH MANUFACTURER'S IDENTIFICATION AND AWI QUALITY GRADE. IDENTIFY FIRE-RETARDANT TREATED MATERIALS IN A MANNER ACCEPTABLE TO SECTION 09900: PAINTS AND COATINGS AUTHORITIES HAVING JURISDICTION. COMPLY WITH DETAILS SHOWN FOR PROFILE AND CONSTRUCTION 1.01 REFERENCES FEATURES. A. MPI (APL) - MASTER PAINTERS INSTITUTE APPROVED PRODUCTS LIST; MASTER PAINTERS AND DECORATORS B. SHOP FINISH ALL WORK PRIOR TO DELIVERY TO JOB SITE, FIELD-PAINT PAINTED FINISH WORK WITH 2 ASSOCIATION; CURRENT EDITION, WWW.PAINTINFO.COM. COATS PER SECTION 09900 - PAINTING. PROTECT AND TOUCH-UP WORK AT SITE AS REQUIRED. B. MPI (APSM) - MASTER PAINTERS INSTITUTE ARCHITECTURAL PAINTING SPECIFICATION MANUAL; MASTER C. INSTALL WORK PLUMB, LEVEL, TRUE AND STRAIGHT, SCRIBE AT FIT. ANCHOR SECURITY WITH CONCEALED PAINTERS AND DECORATORS ASSOCIATION; 2012. FASTENERS. a is As D. REPAIR OR REPLACE DAMAGED WORK AND CLEAN. ADJUST AND PROTECT WORK UNTIL FINAL ACCEPTANCE. E. BACK PRIME WORK AND INSTALL PLUMB, LEVEL AND STRAIGHT WITH TIGHT JOINTS; SCRIBE WORK TO FIT, SECTION 10523: FIRE EXTINGUISHERS, CABINETS AND ACCESSORIES FfAND6RA7 _ F. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED 1.0 1 SUBMITTALS SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION. USE A. SHOP DRAWINGS: INDICATE CABINET PHYSICAL DIMENSIONS. NON-CORROSIVE FASTENERS FOR EXTERIOR WORK, COORDINATE WITH WORK OF OTHER SECTIONS. B. PRODUCT DATA: PROVIDE EXTINGUISHER OPERATIONAL FEATURES. G. COMPLY WITH MANUFACTURER'S REQUIREMENTS FOR CUTTING, HANDLING, FASTENING AND WORKING TREATED C. MANUFACTURER'S INSTALLATION INSTRUCTIONS: INDICATE SPECIAL CRITERIA AND WALL OPENING MATERIALS. COORDINATION REQUIREMENTS. 1.02 INSTALLATION: WOOD DOORS, METAL-CLAD WOOD WINDOWS AND DOORS A. INSTALL ALL WOOD DOORS AND WINDOWS AS SCHEDULED, DRAWN AND NOTED. SECTION 10800: TOILET, BATH, AND LAUNDRY ACCESSORIES B. COMPLY WITH NWMA I.S.-1 AND AWI QUALITY STANDARD. PREFIT DOORS TO FRAMES, PREMACHINE DOORS 1.01 SUBMITTALS WASHINGTON SQUARE FOR HARDWARE LISTED ON FINAL SCHEDULES. FACTORY BEVEL DOORS. A. PRODUCT DATA: PROVIDE DATA ON ACCESSORIES DESCRIBING SIZE, FINISH, DETAILS OF FUNCTION, 1.03 SUBMITTALS ATTACHMENT METHODS. 9585 SW WASHINGTON SQ RD A. PROVIDE SHOP DRAWINGS FOR ALL MILLWORK. B. MANUFACTURER'S INSTALLATION INSTRUCTIONS: INDICATE SPECIAL PROCEDURES AND CONDITIONS REQUIRING SUITE )01 SECTION 07840: FIRESTOPPING SPECIAL ATTENTION. TIGARD, OR 97223 1.01 REFERENCES SECTION 15000: MECHANICAL A. ITS (DIR) - DIRECTORY OF LISTED PRODUCTS; INTERTEK TESTING SERVICES NA, INC.; CURRENT EDITION. 1.01 REFER TO MECHANICAL DRAWINGS. B. FM P7825 - APPROVAL GUIDE; FACTORY MUTUAL RESEARCH CORPORATION; CURRENT EDITION. A. PROVIDE INFORMATION ON FINISHES OF EXPOSED PRODUCTS. C. UL (FRD) - FIRE RESISTANCE DIRECTORY; UNDERWRITERS LABORATORIES INC.; CURRENT EDITION. SECTION 15400: PLUMBING SECTION 07900: JOINT SEALERS 1.01 REFER TO PLUMBING DRAWINGS 1.01 REFERENCES A. PROVIDE COMPLETE PRODUCT INFORMATION FOR EACH PRODUCT INCLUDING SINKS, FIXTURES, ETC. A. ASTM C 1193 - STANDARD GUIDE FOR USE OF JOINT SEALANTS; 2013. B. ASTM D 1667 - STANDARD SPECIFICATION FOR FLEXIBLE CELLULAR MATERIALS--POLYVINYL CHLORIDE) SECTION 16000: ELECTRICAL FOAM (CLOSED-CELL); 2011. 1.01 REFER TO ELECTRICAL DRAWINGS A. PROVIDE COMPLETE PRODUCT INFORMATION FOR EACH PRODUCT INCLUDING ALL LIGHTING FIXTURES, DEVICE SECTION 08110: STEEL DOORS AND FRAMES FINISHES COLORS & COVER PLATES, ETC. FINISHES/ COLORS REFERENCES A. ANSI/ICC A117.1 - AMERICAN NATIONAL STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS AND } FACILITIES; INTERNATIONAL CODE COUNCIL; 2009. y` B. ANSI A250.8 - SDI-100 RECOMMENDED SPECIFICATIONS FOR STANDARD STEEL DOORS AND FRAMES; 2011. C. ANSI A250.10 - TEST PROCEDURE AND ACCEPTANCE CRITERIA FOR PRIME PAINTED STEEL SURFACES FOR STEEL DOORS AND FRAMES; 1998 (R2011). D. DHI A115 SERIES - SPECIFICATIONS FOR STEEL DOORS AND FRAME PREPARATION FOR HARDWARE; DOOR r AND HARDWARE INSTITUTE; 2000 (ANSI/DHI A115 SERIES). E. NAAMM HMMA 840 - GUIDE SPECIFICATIONS FOR INSTALLATION AND STORAGE OF HOLLOW METAL DOORS AND FRAMES; THE NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS; 2007. F. NFPA 80 - STANDARD FOR FIRE DOORS AND FIRE WINDOWS; NATIONAL FIRE PROTECTION ASSOCIATION; 2013. REVISIONS G. UL (BMD) - BUILDING MATERIALS DIRECTORY; UNDERWRITERS LABORATORIES INC.; CURRENT EDITION. H. UL 10C - STANDARD FOR POSITIVE PRESSURE FIRE TESTS OF DOOR ASSEMBLIES; 2009. 1.02 SUBMITTALS A. PROVIDE SHOP DRAWINGS FOR ALL STEEL DOORS AND FRAMES. SECTION 08211: FLUSH WOOD DOORS 1.01 DOOR QUALITY LEVEL: 1. CUSTOM GRADE, EXTRA HEAVY DUTY PERFORMANCE, IN ACCORDANCE WITH WDMA I.S.1-A, 2. WOOD VENEER FACED DOORS: 5-PLY UNLESS OTHERWISE INDICATED. 3. 1-3/4 INCHES THICK UNLESS OTHERWISE INDICATED; FLUSH CONSTRUCTION. 4. PROVIDE SOLID CORE DOORS AT ALL LOCATIONS. 5. WOOD VENEER FACING WITH FACTORY TRANSPARENT FINISH WHERE INDICATED ON DRAWINGS. 1.02 SUBMITTALS PROVIDE SHOP DRAWINGS FOR ALL FLUSH WOOD DOORS AND SAMPLE OF WOOD FINISH. SECTION 08700: FINISH HARDWARE 1.01 REFERENCES SPECIFICATIONS A. THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 - ADA ACCESSIBILITY GUIDE (ADAAG) AS REGULATED BY THE STATE OF CALIFORNIA AND AUTHORITIES HAVING JURISDICTION. B. ANSI/BHMA STANDARDS FOR BUILDERS HARDWARE A156. C. ANSI 117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. D. DOOR AND HARDWARE INSTITUTE (DHI) PUBLICATIONS: SEQUENCE AND FORMAT FOR THE HARDWARE SCHEDULE, ABBREVIATIONS AND SYMBOLS USED IN ARCHITECTURAL DOOR AND HARDWARE SCHEDULES AND SPECIFICATIONS, RECOMMENDED PROCEDURES FOR PROCESSING HARDWARE SCHEDULES AND TEMPLATES, KEYING SYSTEMS AND NOMENCLATURE. E. NFPA-80-2013 - STANDARD FOR FIRE DOORS AND WINDOWS. SHEET NUMBER F. NFPA-101-2012 - LIFE SAFETY CODE. G. NFPA-105-2013 - STANDARD FOR SMOKE AND DRAFT CONTROL ASSEMBLIES. H. UNIFORM BUILDING CODE: UBC 7-2 1997 OR UL10C, POSITIVE PRESSURE FIRE TEST OF DOOR ASSEMBLIES. 1.02 SUBMITTALS AOm3 A. PROVIDE COMPLETE HARDWARE SCHEDULE AND CUT SHEETS INDICATING THE HARDWARE GROUP AND MANUFACTURER FOR EACH !TEM PROPOSED. DATE: 03.24.2014 Food Court Small Shop �n Q FCO; S.77KU JAPAN H06 UOCr:ITANE EN PROVENCE VW NO: 10008.28 FC1112 SONIC J02 DAESY QUEEN ORANGE JULIU S FO33 RUBY THAI LEANRK?FAST 99X JEWELRY AND WATC�E i{E AMS DRAMM STAFF �u9 FCOS SBAR-R Y Rat SUNGLASS MIT F006 Gt3AGFtC3 FKF4t?ETAI.FAN E:G()FC£NC: FG l FEXPRESS JCPenney Frraa GYRO ��EhPFtGS CHECKED: CM FG,^9 E}O"BAY EXPS,ESs FC:1a TACO TINTS FCCd Erlsz> Fcao N)6UR t�}S FC07 Kiosk PLAY AREA A I Y4# FC:G3 Y03 KOIVtMOMORKS Ya4 A•dAr.F'F;E'�.:iCtY f,108 Ya5 F,:.}2Y.SS PLESti;INCi • K 2 TENANT MANAGEMENT FCO2 FC09 aANcaF TI£E El .sAL-A,%, STORAGE OFFECES PET$0CIVY i A04 K04A04 FCaa J,OURNrYS ;C£UMI ,L C 0 R TLA N 0 CONFERENCE �' L M O R G A N res F _. F E 4 r ROOM Vv A R C H I T E C T F mol'TOPIC xxi SELECT COk4FC1RT BUILD-A-BEAR Mi}, M 711 N. FIELDER RD. E'ol Arm xxI POTTERY 10,286 SF EARN ARLINGTON, TX 76012 DICK'S PAC:eL' ?f3fl7 SE • kw PH. (817) 635-5696 AF>> Aa8 "' scI9GER 9FTs FAX: (8 17) 635-5699 SPORTN G l sl:sT-•-Y ------sra • aai^.rt�,E; 7�aa&sA,a��Fr�E GOODS S2 PERMIT aa7w� a cs HITT `_ ffi A`.a Ai3 4 < MAGG€E MOM :i ADNTEEAraNE 0 3 . 31 . 2 014 FACTORY Kae LE ; GENERAL NUTF2MON Age CENTER Ll#�' FO()T LOCKER L4 8 FiE}cJ ROt.#Y JOS A.BANK CWTHIE:RS BAF}SAGE'S M5 ►e1A'CY`S K1a THINGS REMEMBERED S� STORAGE CRAZY 4 � � � Alt, K11 VANS 5 0 L E.GO ..-i t C yT It 801 : g S:I?iE7E R3't'F. Lv# s :� Gla e- t XM FOREVER; CO#A ! PORI LAND SEAF00 COMPANY � TOTTERY WN SIGNATURE Sa2A DAY SPA u; 4 3.a! GYMBOREE �, E M. M a U PANDORA STORE LOCATION Ga3 y 4 y SUITE J 01 IG'P� s •F Lir. N 0 R iu tt cn a r x t,ii 5 �+ 803B TRACK'N n EL; c "".�- v - C ' X Y ry �`-' ¢ L3 CS s TRAEL < m ' ci d n sa ? m C ` a D.x t? x �' a i Y a FRED MEYER � _, w JE4 EE_ERS q a y C3 u C < W CC m w e V : ...Of , a" .ts LLI 32' MAX. TRAVEL DISTANCE 388'-U" STORE TO NEAREST PUBLIC RESTROOM WASHINGTON SQUARE TO MALL FROM WITHINACY +"` "it 11 M It Il1 R 9585 SW WASHINGTON SQ RD PANDORA RETAIL SPACEM SUITE J01 t� 0 " ° _ # � " TIGARD OR 97223 1Z SEES O �'' ti u w t'Jc� -C9'tABIRkEdc- FOa ' W Q t ANExws GO`a a r a >6a , _ F3 ti 4 w E YFF Y:F uK' C? R ! s HE gZBERG ' v x C' C c o w 'THE GA,' MEN", DIA:.}CsNDS yt Z a: ,.e 0 u,. to S � i f Fi0S HT' "� �%{ G3 ■ t U trl 1 HC s" YOPOP ¢ x � � ry 2 '� c: E.EPIS.,FiA"TORS fat-"N SRt"NE F'.T DI BALER JEWELERS ' - CLMPE'S 3 y: ::.. W ' E8X ACS.ESSQRFES os y E.EC7$ C M Fila as: C^, RE..GiS Nag i 2 M€ BFRft9faN YANKEE * i- I,.UGQA`NE CANDLE .a4",;•)} T{f•1 NORDSTRON1 --XX.�X SERVICE OtAPANY ER��I>;E CORRIDOR r 1 S CORMOR G S v. 1 K v F .. -- .. .. - _ L'19"' L'v<#3 6i+#4 R Y GY 4:; GFCF SALON <- , x 6Ya7 x k`. u as F 8 SPA n r, r :r :sf_eFr9A SY = a: c . .. t✓ :.{,?... ',..' .'t 7_t�;c• �y WHITE t,GJSE GAP 3 3035 +> �. [Cv. - � i = T �a 'HICO'S LF4Ep3S ' o ; BLACK NIARK£-:T �,. _ ''-r •� xy a u A 0 51 0 227'-8 YC#3 101 TRAVEL DISTANCE REVISKM gg TO EXIT M Ta, T07 T<� E:9:4 r4.F E �ILLIAPrFsS{,�P1Lstt#.rA A(3;;.RCRi3e3lBEE&EETGtf r♦ ,.. t" w 8.E#3E SkPFIUE"1,+1 ti. POTTERY BARN KlC1u°.. ;; T1 THE CHEESECAKE FACTORY x ti 1I z� T to � I` J% MALL PLAN NOTES MALL PLAN 1. BUILDING FOOTPRINT IS EXISTING, NO CHANGE IN BUILDING AREA. 2. NO CHANGE TO BUILDING ENVELOPE. 3. NO CHANGE TO SITE. 4. STORE IS EXISTING SPACE, INTERIOR TENANT IMPROVEMENT PROJECT ONLY. SHEET NUMBER 5. DRAWING SHOWN FOR CLARITY ONLY N EXITING PLAN 0 4' 8' 16' N MALL PLAN 0 30' 60' 120' SCALE:1/82= 1'-0' SCALE:1•= 60'-0" ■ DATE: 03.24.2014 JOB NO: 10008.26 DRAWN: STAFF CHECKED: CM 4'-0" 9'-9Y" (2) 2'-0" WIDE DOORS 14'-1!" CONSTRUCTION BARRICADE • �• • • 1 • 2'-7Y2" 73/a" 4'-9" '-0" 6'-0" '-0" OUTSIDE EDGE OF WEDGELOCK EXISTING HOSE BIB TO BE RELOCATED HOSE-BIB TO BE INCORPORATED INTO NEW o TENANT LEASE LINE, VERIFY INCORPORATED INTO SOLID 5 8 i/A3 2 STOREFRONT MATERIALS ;�, SURFACE STOREFRONT A9.2 A9.2 LINE OF MALL BULKHEAD i WITH TENANT COORDINATOR -- ~``� ABOVE, VIF - ....... = - _ - -- A III o PROVIDE 1/2" CLEARANCE N -¢ - - - - _ - - o - - -- - - _ I ( ( o A !' C H I T E C T CIO BETWEEN WALL AND FIXTURES I U-) I ALIGN I I 14 i WALL TO BE I I I _+ 711 N. FlELDER RD. v= I ao cD I I I .I Lu o ARLINGTON, TX 76012 DEMOLISHED, TYP. " �^� PH: 617 633' SS-1 PANEL OVER 4 20 GA. ( " " I I I SS-1 PANEL OVER 4 20 GA. EXISTING STRUCTURAL COLUMN (E) STRUCTURAL COLUMN TO STUDS 24 OC, TYP. ; > ( I o STUDS 24" OC, TYP. FAX: (817) 635-'.�99 TO REMAIN. REMOVE EXISTING REMAIN FURR OUT COLUMN AS TIGHT _ _ COVERINGS ,.......- __. -- ..._ _... _ PROVIDE 1/2CLI ARANCE__ _o - -- . ......- .... ....... .... _ AS POSSIBLE - - ._. .. BETWEEN COLUMN AND REMOVE COLUMN COVERING FIXTURES I 220_0" 3'-0" I 8 i AND CLEAN COLUMN A9.2 PERMIT st I I EXISTINC COLUMN TO REMAIN (� GWB SOFFIT ABOVE, TYP. (�V 3 . 3 1 . 2 V 1 4 EXISTING DEMISING WAIL TO REMAIN ! EXISTING STUDS M PROVIDE 20 GA. SHEET METAL I j Q I AT TENANT DEMISING BACKING IN WALL FORII, X PANDORA WALL TO REMAIN, TYP. CASEWORK, IF NOT ALREADY STORE X01 B i EXISTING i 101 j / TENANT LEASE LINE, VERIFY F 645 SF REMOVE EXISTING CEILING, WITH TENANT COORDINATOR I LIGHTS, AND FLOOR FINISHES I 13'- " i M I I III GWB SOFFIT ABOVE, TYP. EXISTING SOFFIT TO BE DEMOLISHED I II o A0.3....... ....... N I I I I DU RA I III TENANT LEASE LINE, VERIFY EXISTING ELECTRICAL PANELS TO BACKROOM I I I 3 WITH TENANT COORDINATOR REMIAN 102 ALIGN I I I A9.2 96 SF; CD I� ., - - - - - - - - - - WASHINGTON SQUARE EXISTING STRUCTURAL COLUMN - TO REMAIN. REMOVE EXISTING UNDER COUNTER 11 _Qy" 9585 SW WASHINGTON SQ RD COVERINGS EXISTING WALL STUDS AT REFRIGERATOR SUITE J01 TENANT DEMISING WALL TO SAFE TIGARD, OR 97223 REMAIN, TYP. ELECTRICAL PANEL -PROVIDE J" PLYWOOD SCREWED TO WALL STUDS, PAINT PT-1. MOUNT PHONE, SECURITY AND NETWORK GEAR ON WALL N DEMOLITION PLAN SUITE J 01 0 1' 2' 3' 4' 8' 12' 16' CONSTRUCTION PLAN SU ITE J-01 0 1' 2' 3' 4' 8' 12' 16' SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" DEMOLITION PLAN NOTES LANDLORD NOTES WALL LEGEND CONSTRUCTION PLAN NOTES LANDLORD NOTES WALL LEGEND 1. COORDINATE WITH CONSTRUCTION DRAWINGS REGARDING WALLS, 1. ALL FLOOR PENETRATIONS MUST BE FIRESTOPPED AND SEALED EXISTING WALL TO REMAIN 1. DIMENSIONS ARE FROM FINISHED FACE TO FINISHED FACE. 1. PRIOR TO SAW CUTTING OR PENETRATING THE EXISTING SLAB, ,........ o _........_._.. _ ___...... EXISTING 1-HR A L DOORS, CEILINGS AND FINISHES TO REMAIN. LIQUID TIGHT. NO TRENCHING OF CONCRETE SLABS ALLOWED. VERIFY LOCATION WITH ON-SITE LANDLORD REPRESENTATIVE. 2. SALVAGE ITEMS AS NOTED CORE DRILLING ONLY. 2. FOR PARTITION INFORMATION SEE DRAWING A6.1. TENANT'S CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE __-__ ___ _ ,,, R"SIO 2. FLOOR TRANSITIONS MUST BE FLUSH. VINYL OR RUBBER REDUCER --_---_- EXISTING WALL TO BE REMOVED TO EXISTING MALL UTILITY CONDUITS. EXISTING NON-RATED WALL STRIPS NOT PERMITTED IN CUSTOMER AREA. MAY USE METAL 3. FOR DOOR & HARDWARE INFORMATION SEE DRAWING A6.1. TERRAllO STRIPS. 4. PROVIDE WALL BACKING AT CASEWORK AND OVERHEAD SHELVING 2. ALL EXISTING ITEMS TO REMAIN ARE SUBJECT TO LANDLORD'S NEW WALL 3. TENANT CONTRACTOR SHALL REPLACE AND/OR REPAIR LANDLORD APPROVAL. ITEMS TO REMAIN ARE TO BE IN "LIKE-NEW" PROPERTY (NEUTRAL PIERS, BULKHEAD, COMMON AREA CEILINGS, LOCATIONS. CONDITION. LANDLORD MAY REQUIRE REPAIR OR REPLACEMENT AT SOFFITS, CORRIDORS, ETC.) DAMAGED DURING TENANT 5. SEAL PENETRATIONS IN FIRE-RATED PARTITIONS PER SBC SECTION TENANT'S EXPENSE. CONSTRUCTION. 712 4. DOOR SHALL NOT SWING OUT PAST LEASE LINE. PROVIDE A 3. TENANT GENERAL CONTRACTOR MUST PROTECT MALL TILE FLOOR RECESSED NICHE. SEE TENANT DESIGN MANUAL. 6. CASEWORK IN RETAIL SPACE SUPPLIED BY iDX AND INSTALLED BY BETWEEN 6ARRICADE AND STOREFRONT. ANY DAMAGE OCCURRED 5. PROVIDE A 1-HR RATED WALL BETWEEN THE SALES AREA AND iDX AND CONTRACTOR. DURING CONSTRUCTION MUST BE REPLACED AT TENANT'S THE STOCK ROOM. WALL SHALL EXTEND TO THE UNDERSIDE OF EXPENSE, THE STRUCTURE ABOVE AND FIRE DAMPERS FOR DUCTS SHALL BE 7. CASEWORK IN RESTROOM FIC. PROVIDED AT ALL PENETRATIONS THROUGH THE RATED WALL. 6. PROVIDE A FLOOR DRAIN AND WATER PROOF MEMBRANE 8. DOOR DIMENSIONS THROUGHOUT. EXTEND A MINIMUM OF OF 6" UP THE SIDE OF THE A. DOOR CORNER DIMENSION: TYPICAL DIMENSION FROM PARTITION PERIMETER WALLS. CORNER TO HINGE SIDE OF DOOR OPENING IS 6" (U.O.N.) 7. DEMISING WALLS SHALL BE 1-HE RATED. VERIFY DEMISING WALLS B. DIMENSION TO PUSH SIDE OF DOOR: MIN DIMENSION FROM DEMOLITION / EXTEND TO THE UNDERSIDE OF THE STRUCTURE ABOVE: EXTEND PARITTION CORNER OT TH LATCH SIDE OF A DOOR OPENINGS AS REQUIRED. FIRESTOP ALL EXISTING AND NEW PENETRATIONS. IS " ON THE PUSH SIDE OF THE DOOR (U.O.N.) 8. PROVIDE GYPBOARD AT TENANTS SIDE OF STOREFRONT BULKHEAD. C. DIMENSION TO THE PULL SIDE OF DOOR: MIN DIMENSION FROM A CONSTRUCTION PLAN 9. MOBILE SHELVING - SUBMIT STRUCTURAL LOADS AND CALCULATIONS INCLUDING MERCHANDISE. PARTITION CORNER TO THE LATCH SIDE OF A DOOR OPENING 10. COVER RETURN AIR OPENINGS BEFORE AND DURING IS 18" ON THE PULL SIDE OF THE DOOR (U.O.N.) CONSTRUCTION. 11. ALL ROOF WORK TO BE PREFORMED BY LANDLORD'S APPROVED 9. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. NOTIFY ARCHITECT ROOFING CONTRACTOR AT TENANT'S GC EXPENSE. OF ANY DISCREPANCIES, SHEET NUMBER 12, IF SOUND LEVELS WILL BE 40 DECIBLES OR HIGHER, SOUND INSULATION MUST BE INSTALLED WITHIN DEMISING WALLS. 13. TENANT CONTRACTOR WILL REPAINT AND/OR REPAIR LANDLORD PROPERTY (NEUTRAL PIERS, BULKHEAD, REAR CORRIODR, ETC.) DAMAGED DURING TENANT IMPROVEMENTS. A201 14. DO NOT ABANDON AND UTILITIES OR MATERIALS WITHIN LEASE SPACE. REMOVE BACK TO SOURCE. 15. LIGHTING SCHEDULE DATE: 03.24.2014 JOB N0: 10008.28 TYPE SYMBOL MANUFACTURER/ ITEM NUMBER FINISH LAMP VOLTAGE WATTAGE LOCATION aSTWF - �►wN: cm ZEP VQLTG __ CF DIMMABLE 120 150 SALES FLOOR-CENTER OF ISLAND OR CHECKED: IViEO08-GHOST-CHAND FOCAL AREA FLUSH'PRE-MANUFACTURED SS-1 SOFFIT ACCESS PANEL WITH SHEETROCK FINISH PAINTED TO MATCH 9'-2" A.F.F. CEILING, TYP. AMERLUX LED 120 15 GWB SOFFIT EQ 3'-0" EQ N1 C3R-G2-1-15-LED-E-WT-120-SP-WT-3000 WHITE CASH WRAP 11'-8" A.F.F. ED AMERLUX _ N2 C3R-G2-2-15-LED-E-WT-120-SP-SP-WT-3000 WHITE LED 120 30 ABOVE JEWELERY CASES �— c Boom 0 o AMERLUX 12 N ( M U R G A N W ® WHITE LED 0 30 E ':.. .:.; . i,i F PERIMETER WALL Q ... '`.' ' ':` .` '.; ;'`: C3R-G2-2-15-LED-E-WT-120-WF-WF-WT-3000 w J3 vm I LIGN 1394- 3 y 5 . A R C H I T E C T HALO L652P-8FT TRACK NO 120 -- TRACK FOR WINDOW LIGHTS -SEE RCP FOR LOCATIONS U- T-TRACK-1 `,� �J1 r a 1 I 3 .. 711 N. FIELDER RD. r-3 \ 3'- 3'-6 r 5 i oQ GWB SOFFIT T-TRACK-2 HALO L651 P-4FT TRACK NO 120 -- TRACK FOR WINDOW LIGHTS-SEE RCP FOR LOCATIONS L '- '=` 11'-8° A.F.F. ARUNGTflN' TX 76012 > ih 2' 6" 2'- 2" 2'412" EQ 3' 6" EQ I•' \ 4'-112" '-2 CEILING RODS, TYP. PH: (817) 635-3696 GWB SOFFIT - _ FAX: (8 17) 635-'5699 �"_T�CK_3 HALO L650P-2FT TRACK NO 1, 120 -- TRACK FOR WINDOW LIGHTS-SEE RCP FOR LOCATIONS 7'-3 A.F.F. () Z W a Wt__ — — - _ 2 ' 93/" 1'-93/ 1'-6T-TRACK-4 HALO L901 P- LIVE END __ NO 120 -- TRACK FOR WINDOW LIGHTS -SEE RCP FOR LOCATIONS7 c3 2 2Ld I I< j I EQ EQ I I 3 N1 ou SS-1" SOFFIT PERMIT S 9-2 A.F.F. T-TRACK-5 HALO L908P- MIN! CONNECTOR NO 120 -- TRACK FOR WINDOW LIGHTS -SEE RCP FOR LOCATIONS coEl—L I EQ z — � r1 �2 2 EM1 03 . 31 . 2014 T1 (� AMERLUX WHITE LED 120 19 ALONG WINDOW �/Y J PA DORA I N1 C3TV-G2-19-LED-E-WT-TN -120-SP-3000 a _ N2� Wo. i ORE �-- FLUSH PRE-MANUFACTURED ' 01 ( ACCESS PANEL WITH SHEETROCK METALUX (2)F028/841XPEC 120/277 48 O F °N —J 645 SF FINISH PAINTED TO MATCH BACK OF HOUSE LAY IN CEILING w B 2GR8-232-QHE2X32T81SN-SC-U WHITE EM1 GWB CLG T ' CEILING, TYP. Lo L"___J �jq�. 10-6 A.F.F. EX TCP 22743 LED 43 5 BACK OF HOUSE EXIT GWB SOFFIT 2' " 5'_p" 3'� "� '-6 3'-0" 3'-0" > : CEILING RODS, TYP. 7'-3 " A.F.F. 1-9 `� 0 120/277 N LLJ s ; EXE JUNO-NXESB-I-R-WH LED SALES FLOOR EXITS EM TCP 20760 WHITE NO 120/277 BACK OF HOUSE EMERGENCY I f N1 — N1 i N1 , .. EM1 ❑ CONCEALITE F5-2-90-PT WHITE NO 120/277 SALES FLOOR EMERGENCY ' ( — ! ^ — — — 3 _I_ _ 3 — 3 _j, \ GWB SOFFIT 11 -8 A.F.F. ML ff 4Ltj U KA* W3 _T ® AMERLUX-CAV-11-64- LED-E-WT-120-VWF-3000 WHITE LED 120 64 LARGE WALL GRAPHIC WALL WASHER _ Q BACKROOM EQ ACT-1 CLNGB Cl02 Ex 10'-0" A.F.F. XISTING 96 SF I 12 =' ECTRICA B B a 1 a W )<{ ' ': ALIGN E SHEET LEGEND RCP NOTES _ _ w U M N LIGHT FIXTURE GENERAL A 2'X4' RECESSED FLUORESCENT 1. ALL GYPSUM CEILINGS AT 11'-0" A.F.F. U.O.N. VERIFY TORAGE STOREFRONT WINDOW HEIGHTS IN FIELD. EQ 5'-s" Eq WASHINGTON SQUARE (2) 32W T8 LAMPS, 58.OW INPUT 2. ALL ACOUSTIC LAY IN CEILINGS TO BE 10'.-0" A.F.F. 9585 SW WASHINGTON SQ RD 3. PROVIDE SEISMIC BRACING AT ALL ACOUSTIC TILE CEILINGS SUITE 101 LIGHT FIXTURE PER DETAIL 1/A9.1. 3" CONTINUOUS AIR SLOT TIGARD, OR 97223 RECESSED LINEAR FLUORESCENT 4. CEILING GRIDS SHALL BE CENTERED IN ROOMS U.O.N. SERVICE (1) T5 LAMPS PER FIXTURE, REFER TO ELEC. 5. NOT ALL FIXTURES SHOWN ARE USED. CORRIDOR FOR SPECIFICATIONS 6. PROVIDE SUPPORT FOR SUSPENDED GYPSUM CEILINGS O LIGHT FIXTURE PER DETAIL 9/A9.1. METAL HALIDE ADJUSTABLE LIGHTING 7. VERIFY TOP OF WINDOW FOR CEILING HEIGHTS. (1) T6 LAMP PER FIXTURE 8. FINAL DIMENSIONS TO BE PROVIDED WITH CONSTRUCTION DOCUMENT SET. 9. ALL STRUCTURAL LOADS THAT GO UP TO THE ROOF ORVJ LIGHT FIXTURE FLOOR SLAB ABOVE TO BE ON BEAMS AND JOISTS NOT 7 METAL HALIDE RECESSED FIXTURE, 22 WATTS ON METAL DECKS. 10. CEILING SUPPORTS TO COMPLY WITH IBC SEISMIC REFLECTED CEILING PLAN 0 1' 2' 3' 4' 8' 12' 16' ' LIGHT FIXTURE RESTRAINT REQUIREMENTS FOR THE APPROPRIATE SEISMIC N SCALE: 1/4"= 1'-0" ® METAL HALIDE RECESSED FIXTURE 39 WATTS ZONE OF THE PROJECT. LIGHT FIXTURES LIGHT FIXTURE AIMING NOTES LANDLORD NOTES 01F 0- LIGHT FIXTURE 1 . SEE ELEC DW GS FOR EXACT LIGHT FIXTURE ® SPECIFICATIONS. (SHOWN ON REFLECTED CEILING PLAN) 1. NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED PENDANT, (1) T10 HALOGEN LAMP 2. SEE ELEC DRAWINGS FOR "LIGHTING SUMMARY FORM." FROM, OR PENETRATE THE ROOF DECK ABOVE. IT IS REVLS M 1. FLOOD LAMPS TO BE AIMED TO PROVIDE BEAM SPREAD 3. HVAC DIFFUSERS + GRILLES TO BE WHITE, UNO. TO HIT TOP OF FIXTURE TO APPROXIMATELY 30" AFF. REQUIRED TO FRAME, BRACE AND/OR SUSPEND, AS NEEDED, ® ® � EXIT LIGHT, LED 2. LAMPS TO BE AIMED DOWN @CENTER OF CASE TO TO/FROM THE TOP CHORD OF JOISTS OR STRUCTURAL STEEL WHICH EXIST ABOVE THE TENANT SPACE. GENERAL ILLUMINATE JEWELRY CASES EVENLY. 3. LAMPS TO BE AIMED DOWN. WALL MOUNTED BATTERY-POWERED 4. WALL WASHERS TO BE AIMED SO BEAM SPREAD HITS EMERGENCY EGRESS LIGHT FIXTURE RCP ISSUES RELATED TO MECH., PLUMB. AND ELEC. TOP OF WALL TO APPROXIMATELY 30" AFF. 1. ARCHITECTURAL RCP TO TAKE PRECEDENCE OVER 5. LAMPS TO BE AIMED TO HIT OPPOSITE SIDE OF ELECTRICAL LIGHTING PLANS IN TERMS OF LIGHT FIXTURE FIXTURE (DIAGONALLY CROSSING). GYPSUM BOARD CEILING PLACEMENT. ELECTRICAL TAKES PRECEDENCE FOR FIXTURE SPECIFICATIONS. 2. ARCHITECTURAL RCP TO TAKE PRECEDENCE OVER MECHANICAL PLANS FOR DIFFUSER PLACEMENT. SEE REFLECTED MECHANICAL DRAWINGS FOR DIFFUSER AND RETURN GRILLE EXHAUST FAN, SEE MECHANICAL DRAWINGS LOCATIONS AND INFORMATION AND OTHER TECHNICAL INFORMATION. CEILING PLAN 3. CONTRACTOR'S EVENTUAL SPRINKLER SUB-CONTRACTOR TO LINEAR DIFFUSER PER MECHANICAL COORDINATE SPRINKLER HEAD LOCATIONS WITH THIS CEILING LAYOUT. 4. MVAC DIFFUSERS + GRILLES TO BE WHITE, UNO. SHEET NUMBER 5. SPRINKLER HEADS IN FRONT SALES ARE TO BE ® SECURITY CAMERA CONCEALED SPRINKLER HEADS. COVERED POP OFF COVER HEADS. 6. PROVIDE HYDRAULIC CALCS FOR SPRINKLER PLANS WITH A202 20 HEADS OR MORE. DATE: 03.24.2014 JOB NO: 10008.28 DRAWN: STAFF CHECKED: CM -TILE, MATCH EXISTING MALL TILE LAYOUT. MATCH TO CENTERKLINE OF STOREFRONT CLOSURE. COORDINATE WITH MALL OPERATIONS COORDINATOR, GC TO PURCHASE TILE FROM MALL. - - - - - - - _- - - - - - - - - - - - - - - - -_- - - - - - - - - - - - - - - - - � _ -- C 0 R T L A N 0 - - - - - - - - o wIN.3 wIN.3 !WB - I M O R G A N - - - - - ARCHITECT PROVIDE 1/2"cn BETWENA9.3 ECFIXTURE 2�2 TF.2 L 3IPAINT COLUMN PNT-1 W/ EPDXY 711 N. w AND WALL / FINISH F� 7/A3.2 ( ARUNGTON. TX FIELDER 76012 m 5'-14Y" 2'-10" 1 -6 PATCH MALL TILE AS REQUIRED TO PH: (817) 835-5898 \ I MATCH NEW STOREFRONT LAYOUT FAX: (817) 635-3699 w PROVIDE 1/2" - JT.2C G .1CLEA'RNCE H4 BETWEEN COLUMN _ _....... I 3 b AND FIXTURES 73 TFk2 A9.3 PERMIT GL.2 f QQ GL.2 QQ 03 . 31 . 2014 b �' �' 4'-OY" GL.5 rte/ -, PANDORA GL.1 PANDORA STORE STARE TILE, MATCH EXISTING MALL TILE HJ.4 GL.2101 EH1 1 LAYOUT. MATCH TO CENTERKLINE 645 SF 645 SF OF STOREFRONT CLOSURE. 5'-lQY" 10'-8" 5'-4)/4 COORDINATE WITH MALL OPERATIONS COORDINATOR, GC TO PURCHASE 8/A3.2 `V z I I TILE FROM MALL. 3 A3.2 (2) FILLER STRIPS / AT CORNER SEK.3 SEK.3 SEK.3 UD1. RA.1 ALIGN I I W6-1 KP.3 ADA.2 KP.3 (- - � - - - - - - - - - z I (- - � - - - - - - - - - WOOD LAMINATE FLOORING WLF-1 � y FDIC, SEE SCHEDULE NOTES I I-114ti " Rr . - � BACKROOM i II BACKROOM I N 1 o/A3.2 102 3/A3.2 I I I I 102 3 A9.3 11/A3.2 96 SF I 96 SF WALL GRAPHIC N WASHINGTON SQUARE VCT-1 9585 SW WASHINGTON SQ RD SUITE J01 TIGARD, OR 97223 CASEWORK / EQUIPMENT PLAN o 1' 2' 3' 4' s' 12' 16' FINISH PLAN o 1' 2' 3' 4' 8' 12' 16' ` N SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1� CASEWORK & EQUIPMENT NOTESFURNITURE SCHEDULE FINISH PLAN NOTES LANDLORD NOTES 1. SEE SEPARATE PANDORA DESIGN GUIDE FOR DIMENSIONS 1. FOR FINISH SCHEDULE SEE DRAWING A6.1. 1. EXTEND TENANT FLOORING OUT TO LEASE LINE. DO NOT CASEWORK TYPES AND UNIT DIMENSIONS. TYPE FURNISHED DESCRIPTION WIDTH DEPTH HEIGHT COUNT 2. FOR MATERIAL SCHEDULE SEE DRAWING A6.1. EXTEND MALL FLOORING TO POINT OF CLOSURE. 2. SEE ELECTRICAL DRAWINGS FOR CIRCUITING AND ADA.2 iDX ADA FIXTURE 39" 21 5/8" 34" 1 3. PROVIDE TRANSITION STRIPS AT ALL DISSIMILAR FLOORING 2. MDF FINISH PROCESS: 1 COAT PRIMER, 2 COATS FINISH REVISIONS OUTLET TYPES. ELEC DRAWINGS TAKE PRECEDENCE Essence iDX TOUCH AND FEEL DISPLAY CASE 18" 21" 39 5/8" 1 MATERIALS. (SPRAYED ON), SAND IN BETWEEN EACH STEP. OVER ARCH DRAWINGS FOR TECHNICAL OUTLET GL.1 iDX SMALL DISPLAY COUNTER 24 11 16" 21 5/8" 39 3/4 it 2 4. RETAIL FLOORING TO BE PROVIDED BY PANDORA. 3. DURABLE BASE REQUIRED ALONG ENTIRE STOREFRONT. INFO, ARCH DRAWINGS TAKE PRECEDENCE OVER GL.2 iDX LARGE DISPLAY COUNTER 36 1/8" 21 5/8" 39 3/4" 3 5. BACK ROOM FLOORING TO BE PROVIDED BY CONTRACTOR. GL.S iDX STRAIGHT SHOWCASE 24 11/16" ELEC DRAWINGS FOR DIMENSIONAL LOCATION. 7.1 5/8" 39 3/4 6. PROVIDE WB-1 AT ALL RETAIL FLOOR FIXTURES. " 1 3. THIS DRAWING TAKES PRECEDENCE OVER 7. PROVIDE RB-1 IN BACK ROOM. ELECTRICAL DRAWINGS FOR DIMENSIONAL LOCATION HJ.4 iDX STRAIGHT SHOWCASE 21 5Z8" 21 5/8" 49 5/8" 4 OF ELECTRICAL, LOW-VOLTAGE & OTHER DEVICES. JT.2 iDX STRAIGHT SHOWCASE 60" 21 5/8" 39 3/4" 1 4. PROVIDE BACKING AS REQUIRED FOR CASEWORK Custom AND FIXTUPE ATTACHMENT. KP.3 iDX CASH REGISTER 21 1/2" 21 5/8" 39 3/4 2 5. PROVIDE WB-1 AT TOE KICK OF ALL RETAIL LA.1 iDX STRAIGHT SHOWCASE 51 3/16" 9 13/16" 29" 1 FIXTURES. LA.2 iDX STRAIGHT SHOWCASE 80 1/4" 15" 36" 1 6. FIXTURES IN CENTER OF FLOOR SCREW TOGETHER. M&M TBD EARRING CASE 18 1/4" 12 1/2" 61 3/4" 1 PL.1 iDX STRAIGHT SHOWCASE 51 3/16" l' 68 7/8" 1 CASEWORK PO.1 iDX STRAIGHT SHOWCASE 51 3/16" 9 13 16" 17 3/4$) 1 RA.1 iDX PANDORA IMAGE FRAME 11" 3 15/16" 11" 7 AND FINISH PLAN SEK.3 iDX STRAIGHT SHOWCASE 35 7/16" 9 13/16" 86 5/8 5 SIP.1 iDX MIRROR 23 5/8" 9 7/8" 86 5 8" 1 TF.2 iDX TOUCH AND FEEL DISPLAY CASE 18" 19 1/2" 39 5/8" 1 SHEET NUMBER TFM.2 iDX TOUCH AND FEEL DISPLAY CASE 10 1/2" 10 1/2" 5 1 2" 1 UD1 .1 iDX STRAIGHT SHOWCASE 117 3/4" 9 7/8" 86 5/8" 5 WIN.2 iDX STRAIGHT SHOWCASE 19 5/8" 19 5/8" 48 1/16" 2 WIN.3 iDX STRAIGHT SHOWCASE 35" 17 3/4" 48 1 /16" 4 2m3 FILLER iDX (1) 1.75" FILLER PANEL AT WALL FIXTURE 1. SEE FIXTURE PLAN FOR FILLER PANEL LOCATIONS. FILLER iDX (2) 2" FILLER PANEL AT WALL FIXTURE 2. COORDINATE SIZE/HEIGHT WITH ADJACENT FIXTURES. DATE: 03.24.2014 JOB NO: 10008.28 DRAWN: STAFF CHECKED: CM A9.2 HSS 3x3x1/4 COL, HSS 3x3x1/4 COL, HSS 4x3x1/4 LLH C. vm BELOW BELOW 1 O/A9.3 0 TOP 1 O/A9.3 0 TOP 4/A9. -------- 13/A9.3 @ BASE 9/A9.3 @ BASE ---------------- 14/A9.3 ------------------------------------- . ..... .... ----- --- ------------ -------------------- - -------- - - . . . ..... -------------- .1 . . W - .11, - ----- ........... ............ C 0 R T LAN 0 ........ ...... ------------ .. ............. .. .... (E) ROOF TRUSS, M 0 R 6 A N VIF, EXACT LOCATION A R C H I T E C T ANGLE CONNECTION R I EXISTING MALL BULKHEAD PER 15,16/A9.3 I —j (E) STOREFRONT BEAM 711 N. FIELDER RD. ARUNGTON, TX 76012 PH: (817) 635-5696 ANGLE CONNECTION PER 11/A9.3 1 O/A9.3 @ TOP FAX: (1317) 635-5699 9/A9.3 @ BASE HSS 5x5x1/8 DIAGONAL HSS 3x3xl/4 COL, --------- ---- .... ..... ............ ---- ------- B -TYP (6) PLACES. ------------ ..... BELOW RACE (E) ROOF TRUSS PLACE BRACES WITHIN 12' cn cn OF NEW COLUMNS. BRACES U) HSS 4x3x 1/4 LLH PERMIT CAN BE PLACED AT 10* MAX af SKEW FROM PERPENDICULAR 03 . 31 . 2014 C) CD Nl" (E) ROOF TRUSS .......... ........... ..... ---------- .... .... ............ ..... --------------- STOREFRONT PROJECTION (E) ROOF TRUSS . ............ ....... -----t �------- ------- ------ ------- ------ ----- ------- --- DA N ------------- ----------------------------------.......... .......................----------- ----- ------------------ tjuRA ANGLE CONNECTION PER 11/A9.3 HSS 3x3x1/4 COL, --------------------- BELOW ................ ..................... ---------------- Is m1m, 1 O/A9.3 @ TOP '0000NOMMM, 13/A9,5 0 BASE WASHINGTON SQUARE 9585 SW WASHINGTON SQ RD HSS 5x5x1/8 DIAGONAL SUITE J01 BRACE. PLACE BRACES WITHIN TIGARD, OR 97223 12" OF NEW COLUMN. BRACE O CAN BE PLACED AT 10' MAX SKEW FROM PERPENDICULAR NOTES 1. SEE 10/A9.3 FOR BEAM COLUMN CONNECTION DETAILS 2. CONNECTION OF DIAGONAL BRACES TO STRUCTURE PER 7,8/A9.3 Al'o 81 FRAMING PLAN r. 0 1' 2' 3' 4' 12' 16' f SCALE: 1/4"= l'-O" REYMMM FRAMING PLAN & FRAMING DETAILS SHEET NUMBER A2 m4 0 DATE: 03.24.2014 JOB NO: 10008.28 DRAWN: STAFF CHECKED: CM A3.1 A3.1 ----------------------------------L C 0 R T L A N 0 M 0 R G A N . . . . . . . . . . . . . . . . . . . . . . . . A R C H I T E C T . . . . . . . . . . . . . . . . . . . . . . . . ————---————————————————————————————— m . . . . . . —Ir----------------- ——————————rrq-- . . . . . . . . . . . . . . . . . . . . . . . . . 711 N. FIELDER RD. I I I . . . . . . . . . . . . . STOREFRONT TO BE . . . . . . . . . . . . . II I I DEMOLISHED I I I ARLINGTON, TX 76012 . . . . . . . . . . . . . . . . . . . . . . . . 11 I I 200 PH: (817) &W-5696 II I1 NON-STRUCTURAL FAX: (817) 635-5699 . . . . . . . . . . . . . . . . . . . . . . . . . . COLUMN TO BE . . . . . . . . . . . . . C) DEMOLISHED . . . . . . . . . . . . ii ii iii . . . . . . . . . . . . . . . . . . . . . . . PERMIT 03 . 31 . 2014 ADJACENT TENANT VIEWED ON ANGLE 1 V SOUTH ELEVATION DEMOLITION SCALE: 1/4" l'-O" ( rink N u R A -EXISTING MALL BULKH-=AD �-SS-1 STOREFRONT AT POP-OUT WASHINGTON SQUARE 9585 SW WASHINGTON SQ RD SUITE J01 TIGARD, OR 97223 -EXISTING MALL BULKHEAD EXISTING MALL BULKHEAD 2N. VIF -EXISTING STOREFRONT TO PROJECTION FROM (E) NEUTRAL PIER. BE DEMOLISHED I VERIFY IN FIELD AR C) Ld 01-1 Wuj C) C) cn (n U- Li uj 00 00 u- o o o REVISKM U- .4- CD CD cn wIN I Ld C'4 F— C=) (n __j C) LJ I W C-D EXISTING NEUTRAL PIER z EXISTING NEUTRAL PIER NON STRUCTURAL COLUMN TO BE DEMOLISHED IN BACKGROUND STORE ELEVATIONS DEMOLITION IN! LEASE LINE I LEASE LINE SHEET NUMBER STOREFRONT� S SECTION 0 N STOREFRONT SECTION A3m SCALE: l sc DATE: 03.24.2014 JOB NO: 10008.28 DRAWN: STAFF r3 CCm r5 .2 .2 CHECKED: MATCH MALL BULKHEAD NOT YET MATCH EXISTING HALO LIT SIGNAGE BUILT FIELD VERIFY EXISTING CPTD _j% ��2 EXISTING NEUTRAL BAND, REPAINT TO MATCH 00, co-.3 EXISTING COLOR . . . . . . . . . EXISTING MALL BULKHEAD BEHIND — — — — — — — - -- — —A— — — — — — — cy— C 0 R T L A N D w2s ss r, . . . . . . . . . . . CD v--- cn ND(6RA M 0 R G A N PANDMA 21 PA C14 0-- RECESSED GLAZING JAMBS, C4 J Or IF REQUIRED PAINT cy TOP AND SIDES, TYP. SOLID SURFACE PORTAL A R C H IT E CT :z m BEYOND cn 3/4' METAL REVEAL AT C) L_ ADJACENT TENANT BULKHEAD TO MATCH . . . . . . . . . . . . . O:f r8 W EXISTING . . . . . . . r8 ck: . . . . . . . . . . . . . A9.2C) / \ i / " w W 711 N. FIELDER RD. cl- . . . . . . . . . . . . . 0- 00 BUTT GLAZED CORNER -o ARLINGTON, TX 76012 . . . . . . . . . . . . . PH: (817) 635-5696 . . . . . . . . . . . . . C) . . . . . . . . . . . -1 1/2 CLEAR LAMINATED— -w IN co 45 FAX: (817) 635-5699 c) I --I ­ — -cn . . . . . . . . . . . . . 1 / 4 1 - - v___ Q� . . . . . . . . . . . . . 1/2' CLEAR LAMINATED SAFETY GLASS cn C" . . . . . . . . . . . . . SAFETY GLASS W/POLISHED W/POLISHED EDGES . . . . . . . EDGES v EXISTING HOSE BIB INCORPORATED INTO NEW . . . . . . . . . . . 4" BRUSHED CLR ANODIZED 4" BRUSHED CLR ANODIZED STOREFRONT FINISH 3/4" METAL REVEAL AT ALUM BOTTOM RAIL ALUM BOTTOM RAIL /CN PERMIT ADJACENT TENANT /f'6 ROCKWOOD ROCKWOOD 03 . 31 . 2014 DOOR HANDLES *AS ALTERNATE PRICE 3/4' *AS ALTERNATE PRICE 3/4" DOOR HANDLES ADJACENT TENANT 1_0 —0- ULTRA CLEAR LAMINATED ULTRA CLEAR LAMINATED EQ EQ 6'-0' . '—Ot 4'—&V Ve 2'-7%' 6' —0 EQ EQ VIEWED ON ANGLE EQ_ EQ loe SAFETY GLASS SAFETY GLASS 10'_103/8" 81-0. 81—W L E V�A T�10�N EAST ELEVATION SCALE: SCALE1/4" = 11-011 W-% A A —EXISTING MALL BULKHEAD .' EXISTING MALL BULKHEAD —EXISTING MALL BULKHEAD FIANDORA' 11 ^ =Now A9.2 15 WASHINGTON SQUARE 9585 SW WASHINGTON SQ RD SUITE J01 TIGARD, OR 97223 00 co co 00 EXISTING MALL BULKHEAD 1 ---EXISTING MALL BULKHEAD SS-1 SOFFIT 1 1 c' SS-1 SOFFIT 10 S-1 PORTAL BEYOND 4 10* 4" 1 —S 4 " 11 10" 4" %I v--SS-1 STOREFRONT F mom cl, SS-1 PORTAL BEYOND SS-1 CLADDING OVER NEUTRAL PIER HALO LIT SIGNAGE HALO LIT SIGNAGE SS-1 STOREFRONT BEYOND Z z _SS-1 STOREFRONT :z ---CEILING MOUNTED TRACK LIGHTS CEILING MOUNTED SIGNAGE RODS uj uj ♦ CEILING MOUNTED TRACK LIGHTS ftft� 0 1 moo CEILING MOUNTED SIGNAGE RODS ft� m mo =moo Cl CD 1/2' CLEAR LAMINATED SAFETY (n (n cn L_ CD C) GLASS WITH POLISHED EDGES > !;-c ui 1/2' CLEAR LAMINATED SAFETY > co 00 00 GLASS WITH POLISHED EDGES U- CD CD REVISIIONS ? --d- C) cn In CD C) :z u tn 'cnD cn U- ;z SS-1 PORTAL BEYOND u- cn 0 C) SS-1 PORTAL BEYOND U Lo :5 CD CL u C> FE u CD I C) 100 m u loo CL '00 m ao co C) 00 a- 1 __j C-D u- C) :z CD 8 r8 r8 'D (10 U- �;3 a- >< C) \t.21 >< \4L9.p 5 �.2 a_ 'cD m 0- -C:) cn SIGN AFFIXED TO PORTAL �1: SIGN AFFIXED TO PORTAL C) o CASEWORK FIXTURE WIN.2 CD CASEWORK FIXTURE WIN.2 C) 16 rl 6_'� A9.2 4" BRUSHED CLR 4" BRUSHED MLR ANODIZED ALUM ANODIZED ALSTORE BOTTOM RAIL BOTTOM RAIL ELEVATIONS 11 Fl IF %moo* r% LEASE LINE _.���LEASE LINE LEASE LINE SHEET NUMBER A302 STOREFRONT SECTION T�10 NSTOREFRONT� �S SECTION�10�NSTOREFRONT F ON.TSECTIO.N. sc sc sc DATE: 03.24.2014 JOB NO: 10008.28 CEILING MOUNTED TRACK LIGHTING DRAWN: STAFF CEILING SIGNAGE RODS PNT-1 PNT-1 PNT-1 PNT-1 SS-1) PNT-1 PNT-1 SS-1 PNT-1 PNT-1 CHECKED: CM SEE DIMS ON 3,4/A3.2 PNT-1 PNT-4 11 11 PNT-2 11 A9.1 A9.1 , 11" c ALIGN A9.1 TYP. PNT-1 = loo z WALL GRAPHIC ❑�e E=lg , z = z t J ,' \ z 10 I CJ I V I U ck: Ls Of W _=-_ - - ❑e J J Q M p p R R p A AN N - - e e e / RA.1 N n \ / 0 16 cn \ , 16 J ' A9.2 \ / A9.2 TYP. Q ARCH ITEC T KP.3 ADA.2 KP.3 UD1.1 SEK.3 SEK.3 SEK.3 WIN.3 MM.1 WIN.3 TF.3 WIN.2 WIN.3 WIN.2 WIN.3 WIN.3 WIN.2 711 N. FIELDER RD. WIN.3 we-1 wa-1 we-1 WB-1 ARLINGTON, TX 76012 PH: (817) 635-5696 STORE ELEVATION WEST STORE ELEVATION EAST STORE ELEVATION SOUTH FAX: (817) 635-5699 3 SCALE: SCALE: PERMIT 03 . 31 . 2014 PNT-1 PNT-4 1 1 PNT-4 PNT-1 . 1-4-11 EC ALIGN ca TYP. w LI A �~ am w = Z ❑ ❑ PMDb F] 0 De ❑ = Z ® ► N 0� > LLJ uj uj uj El L-1 x = - - �57< TFM.2 I L m `� `a `` `� u ❑ ❑ ❑ De 0. Q RA.1 RA.1 L- I `) I o to e Q ❑e ❑e ❑e ❑e Q o . o e . N cn \- m m WASHINGTON SQUARE 9585 SW WASHINGTON SQ RD HJ.4 GL.2 GL.5 HJ.4 HJ.4 GL.2 HJ.4 HJ.4 GL.1 JT.2C HJ.4 HJ.4 GL.1 GL.2 HJ.4 UD1.1 SPA UD1.1 LA.1 UD1.1 SEK.3 SEK.3 UD1.1 SUITE J01 �3' ONTINUOUS BASE BY IDX 3" CONTINUOUS BASE BY IDX we-1 TIGARD, OR 97223 n ISLAND ELEV N &LL AND ELEV W I(D SLAND ELEV E �+ ISLAND ELEV S STORE ELEVATION NORTH 4 STOREELEV N SCALESCALE: SCALE: SCALE: " SCALE: SCALE: 1/4 = 1 -0 2 2 STEEL COLUMN, PAINT PT-1 A9.3 A9.3 c� SIM PROVIDE j" PLYWOOD SCREWED TO WALL STUDS, PAINT PT-1. MOUNT STEEL COLUMN, PAINT PT-1 5 EQUAL 1 PHONE, SECURITY AND NETWORK 2'-6" 2'-6" 2'-6" t3'-1)�" 2'-6" t7'-5i8" 2'-6" ' GEAR ON WALL PL-1 CABINETS W/ ADJASTABLE SHELVES PL-1 OPEN FACE REVISIONS 13" DEEP PL-1 OPEN CABINETS W/ - PL-1 OPEN FACE FACE CABINETS W/ ... - ' /.. -- CABINETS W/ ADJUSTABLE SHELVES ADJUSTABLE SHELVES = o ADJASTABLE SHELVES I [ - - - ] ti MICROWAVE MUSIC EQUIP r TELEPHONE ELECTRICAL PANEL [VIDEO t(FU P[ PANEL PAPER TOWEL DISPENSER =N SOAP DISPENSER = I N PL-1 COUNTER AND 00 AMSEC SAFE, N 37 1/4"H, 24"D, 25"WSPLASH 6" 2'-6" VIF VERIFY W/ OWNER F.0.1.0. = o e m o �- - - - � - i INTERIOR UNDER COUNTER REFRIGERATOR, o F.O.LC., MODEL TO BE GE tI ^N ELEVATIONS I GMR04HASCS, STAINLESS STEEL FINISH OR EQUAL. VERIFY HEIGHT WITH COUNTER HEIGHT. RUBBER BASE, RB-1 1'-8" 2'-0" S-0" 3'-o" SHEET NUMBER lo BACK ROOM NORTH ELEVATION BACK ROOM WEST ELEVATION 10 BACK ROOM EAST ELEVATION A3m3 12 SCALE: SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" DATE: 03.24.2014 DOOR SCHEDULE MATERIAL SCHEDULE JOB NO: 10008.28 DRAWN: STAFF SPEC CODE MANUFACTURER SPECIFICATION REMARKS TAG ORII�ITATION DOOR FRAME GROUP COMMENT'S CHECKED: CM DOOR SIZE REQ FIRE THCK MAT FIN GLAZ TYPE MAT FIN HEADDET JAMBDET SILLDET 62000 FINISH CARPENTRY AND MILLWORK NUM FROM ROOM TO ROOM HAND W X H RATING TYPE PLASTIC LAMINATE PL-2 FORMICA 949-58 VVHITE-MATTE FINISH LAMINATE UPPER, LOWER CABINETS &COUNTERTOPS - STAFF ROOM 101A EXTEF4CR RETAIL SPAM 101 RHR 23-0X9-2 NR C L117 GLASS - CL-1 - S.STL. - - - - HW-1 MEL-1 WHITE MELAMINE INTERIOR OF CASEWORK SS-1 WILSONART- SOLID SURFACE FROSTY WHITE 1573 SL STORE FRONT 101 B DCrEFI1 CR RETAI L SPACE 101 LJfil RHR X92 NR C 11 Z' GLASS - GL-1 - S.STL. - - - - HW-1 cz vM . 102A RETAIL 101 BACKROOM LH 3-0X7-0 NR A 1-014 WD PT - F1 HM PT C1A9.3 71A,9.3 - HW-2 SOLID CORE,WELDED FRAME [1--1 -112" CLEAR TENT ERED GLASS PCLISHED EDGES,3M 4Mvl I WAC.T PROTECTI CN FILM ON STCRE SI DE OF GLASS 88100 GLAZING C D R T L A N D GL-1 1/2" CLEAR TEMPERED GLASS, POLISHED EDGES, 3M 4MM M D R G A N IMPACT PROTECTION FILM ON STORE SIDE OF GLASS A R C H I T E C T 95100 ACCOUSTIC CEILING TILE 71 1 N. FIELDER RD. DOOR SCHEDULE LEGEND DOOR TYPES WALL TYPES ACT-1 USG USG RA DAR210CLIMAPLUS; 2410- 24" X 48" X 5/8", BACKROOM ARLINGTON, TX 76012 WHITE, SQUARE EDGE LAY IN CEILING TILE, CLASS 'A ' PH: (81 7) 635-5696 NUM. = DOOR NUMBER W FAX: 817 635-5699 REFERS TO NUMBERS ON FLOOR PLAN. RATIPI; VALUE / 95300 CEILING GRID w CENTER PIVOT SECT HE A03 PATCH FITTING HEAD FIRE NR STRUC GRD-1 ARMSTRONG PRELUDE ML 15/16" EXPOSED TEE GENERAL CEILING GRID STC - FRAME: SIZE GAUGE SPACING SEE FROM ROOM = ROOM FROM WHICH ONE APPROACHES. iDETAIL 362-162-54 24" 96513 RUBBER BASE THE CONTROLLED SIDE OF DOOR / j 1/2" LAMINATED GLASS 4/A9.1 RB-1 MANNINGTON 935 CAMEO WHITE 3" COVE TOE KICK AT FIXTURES PRE MANUFACTURED OUTSIDE I )VI POLISHED EDGES, 4MM FACING: MATERIAL THKGWB CORNERS / SECURITY FILM GWB TYPE X 5Z8" 48" WB-1 LUMBER TRIM FOR PAINTED SW7008, SEMI GLOSS FINISH WALL BASE ,RETAIL SPACE, POPLAR, HEMLOCK, OR ASPEN R x 2014 SG PLAN TO ROOM = ROOM TO WHICH ONE SEEKS TO GAIN ENTRY. _ = CUSTOM HANDLE RATING VALUE SECT PATCH FITTING WITH DEAD A13 FIRE 1-HR STRUC T. DETAILS PER 96500 FLOORING \ BOLT DOOR LOCK STC - UL-419 WF-1 ARMSTRONG COMMERICAL HARDWOOD, PERFORMANCE PLUS RETAIL SPACE, FLOORING IS SUPPLIED BY PANDORA AS PART OF NAND DOOR HANDING FRAME SIZE GAUGE SPACING SEE DETAIL ENGINEERED HARDWOOD, ESP5206 COLOR: NIGHT OAK FIXTURE PACKAGE. 2MM SILENT PRO UNDERLAYMENT SUPPLIED = � (LH _ LEFT HAND, RH = RIGHT HAND 3 5/8" 22 24° L 9/A9.3 SV-1 BY GC, FLOORING INSTALLED BY GC LHR - LEFT HAND REVERSE, RHR = RIGHT HAND REVERSE A - CENTER PIVOT W/ FACING. MATERIAL THK GWB GWB TYPE X 5/81, 7- 'A' = DENOTES ACTIVE SIDE) FRAMELESS GLASS PATCH FITTING PLAN 48 DOOR RECESSED DOOR 96519 VINYL COMPOSITION TILES CLOSER RATING VALUE SECT VCT-1 MANNINGTON ESSENTIALS, COLOR: 112 PEWTER 12" X 12" TILES, BACK ROOM DOOR SIZE = DOOR SIZE BO 3 FIRE NR STRUCT. (WIDTH X HEIGHT, IN FEET & INCHES) STC - 22 GA. TOP METAL FRAME TYPE FRAME: SIZE GAUGE SPACING TRACK `0 BRACING 2 5/8" 22 24" PER DETAIL 97200 WALL COVERINGS CEILING 6/ A9.1 FIBER REINFORCED PANELSaas FIRE RATING = CODE REQUIRED FIRE RATING FACIfJG MATERIAL THK GWB FRP-1 MARLITE S 100 WHITE WASHABLE SURFACE, ALUMINUM TRIM MOLDING @ EDGES ANDLip j% ► (NR = NOT RATED) 2" W 2" GWB 5 8° PLAN 38 BETWEEN PANELS TYPE - DOOR TYPE: �_ _ RATING VALUE SECT y SEE "DOOR TYPES" ON THIS SHEET. B53STC NR STRUC 99000 PAINT 20 GA. TOP _ METAL BRACING FRAME: SIZE 'GAUGE SPACING TRACK `D PER DETAIL 6/ PNT-1 SHERWIN WILLIAMS SW7008, ALABASTER EGGSHELL FINISH TYPICAL WALL COLOR SEMI-GLOSS AT WALL AREAS TO RECEIVE 3 5/8" 22 24° A9.1 APPLIED WALL GRAPHICS, GLOSS BASE, DOORS AND CEILING STOREFRONT FRAMES THCK = DOOR THICKNESS: IN INCHES FACING MATERIAL rHK GWB =i+: PNT-2 SHERWIN WILLIAMS SW7007, BRIGHT CEILING WHITE , FLAT FINISH GYPSUM CEILNG COLOR GWB 5/8" 1 WASHINGTON SQUARE PLAN }__} 44 PNT-3 SHERWIN WILLIAMS SW7015, REPOSE GREY PAINT ON GWB ABOVE SS-1 ON STOREFRONT(WHERE DOOR MAT = APPLICABLE) 9585 SW WASHINGTON SQ FAD DOOR MATERIAL RATING VALUE SECT (HM - HOLLOW METAL, WD - SOLID CORE WOOD, GALV D03 , FIRE NR STRUC PNT-4 SHERWIN WILLIAMS SW7021, SIMPLE WHITE PAINT ON GWB SOFFITS ABOVE FIXTURES SU ITE, _Its 1 = GALVANIZED) STC - SEE 362-162-54 " F� t r � � F� FRAME: SIZE GAUGE SPACING DETAIL 24 10800 TOILET BATH ACCESSORIES 4/A9.1 GBAA BOBRICK B-6806 SERIES GRAB BAR, HORIZONTAL, 42", 1-1/2" DIAMETER STAINLESS STEEL DOOR FIN = DOOR FINISH FACING: MATERIAL THK GWB GB-1B BOBRICK B-6806 SERIES GRAB BAR, HORIZONTAL, 36", 1-1/2" DIAMETER STAINLESS STEEL (PT = PAINT, ST= STAIN, GALV = GALVANIZED, FAB = GWB TYPE48° GB-2 BOBRICK B-6806 SERIES GRAB BAR, VERTICAL, 18", 1-1/2" DIAMETER STAINLESS STEEL FABRIC) PLAN MIRA BOBRICK B-165 2436 24" X 36" MIRROR WITH STAINLESS STEEL CHANNEL FRAME PTD-1 BOBRICK CLASSIC SERIES B-2620 SURFACE MOUNTED PAPER TOWEL DISPENSER SD-1 BOBRICK B-2112 SURFACE MOUNTED SOAP DISPENSER FRAME TYPE - DOOR FRAME TYPE HARDWARE GROUPS D00R FRAME AND HARDWARE NOTES TP-1 BOBRICK CLASSIC SERIES B-2888 SURFACE MOUNTED TOILET PAPER DISPENSER SEE "FRAME TYPES" ON THIS SHEET HW-1 STORE ENTRY DOOR FRAMES: STEEL FRAMES, PAINTED TO MATCH WALL DOOR HARDWARE FRAME MAT = 2 DEAD BOLTS AT SILL5 " DOOR FRAME MATERIAL 2 FRAMELESS WEDGE LOCK DOOR BOTTOM COLOR, SEMI GLOSS FINISH ROCKWOOD FOR ROCKWOOD DOOR PULLS CONTACT RICK BEAVER AT BA CORTLAND MOEGAN (AL = ALUMINUM, HM = HOLLOW METAL, WD = WOOD, HOFT. (704) 799-0412, RBEAVER@BAHOFT.COM GALV = GALVANIZED 2 W/ RECESSED PIVOTS W/ CLOSER FUNCTION ) 2 FRAMELESS WEDGE LOCK DOOR TOP PIVOTS FRAMELESS DOOR 4" WEDGE LOCK DOOR/ WINDOW 2 SILENCERS & WINDOWS: BOTTOM AND HEAD, CR LAURENCE ARLINGTO)IN,TEXAS R HANDLES. ROCKWOOD RM3300 DOOR (2) PAIR D00 SQUARE FRAME, #4 STAINLESS FINISH EQUAL SATIN STAINLESS FINISH, ROOM FINISH SCHEDULE FRAME FIN DOOR FRAME FINISH PULLS CR LAURENCE J990 SERIES HEAVY �OF 0 = (PT= PAINT, GALV= GALVANIZED, CL - CLEAR ANODIZED) HW-2 BACK ROOM WEIGHT FLOOR MOUNTED CLOSERS, ROOM FLOOR BASE WALLS CEILING REMARKS 3 PAIR HINGES DOUBLE ACTING, CEMENT BOX NUM NAME TYPE DETAIL NORTH SOUTH EAST WEST TYPE FINISH HEIGHT(A.F.F.) 1 CLEAR ACRYLIC PUSH PLATE BRUSHED SS COVER PLATE WHERE 1 RECESSED HANDLE STORE SDE FRAME IS VISIBLE REVISIONS TRIMCO 11158 HINGES: FULL MORTISE, HEAVY DUTY HINGE, FIRST FLOOR 1 OVER HEAD CLOSER SATIN STAINLESS FINISH 101 RETAIL SPACE WF-1 WB-1 - PT-1 PT-1 PT-1 PT-1 GYPSUM PT-2 10'-6"U.N.O. WB-1,3/4 X4"WOOD BASE MOUNT ON BACK ROOM SIDE OF DOOR 101 EAST ENTRY PORTAL 101 MALL TILE - SS-1 SS-1 GYPSUM SS-1 11'-0" 1 FLOOR STOP HANDLE: CUSTOM HANDLE TO BE MOUNTED TO MEET ADA 101 SOUTH ENTRY PORTAL 101 MALL TILE - SS-1 SS-1 GYPSUM SS-1 11'-0" 3 SILENCERS REQUIREMENTS. 102 BACK ROOM WF-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACT-1 10'-0" 1 KICK DOWN DOOR STOP 1 12" CLEAR ACRYLIC KICK PLATE LOCKSET: YALE, TS THAMES CYLINDER, SATIN CHROME FINISH LOCK TO BE DOUBLE KEY LOCK LOCKSET CORE: BEST FUNCTIONALITY: 1. EGRESS: ALL DOORS TO BE OPERABLE FROM INSIDE (IN DIRECTION OF EGRESS) WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. WALL TYPES ENTRY TO UNLOCKED DOORS DURINGBBUSNESIS DOOR AN HOURS FINISH SCHEDULES 2. DOOR CLOSERS: SHALL BE LISTED TO ALLOW (5) SECONDS TO CLOSE FROM OPEN POSITION. 3. DOOR THRESHOLDS: SHALL SHEET NUMBER BE A MAXIMUM OF 1/2" HEIGHT. AON la o� kw) LANDLORD NOTES DATE: 03.24.2014 1. NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, J08 N0: 10008.28 OR PENETRATE THE ROOF DECK ABOVE. IT IS REQUIRED TO STMF FRAME, BRACE AND/OR SUSPEND, AS NEEDED, TO/FROM THE TOPS CHORD OF JOISTS OR STRUCTURAL STEEL WHICH EXIST ABOVE CHECKED: CM THE TENANT SPACE. ANY ATTACHMENTS TO LANDLORD'S NOTES: STRUCTURE SHALL BE FROM TOP CHORD OFNOTE NO. 2 JOIST. NO ATTACHMENT TO THE ROOF DECK 1. LATERAL FORCE BRACING: LATERAL FORCE BRACING SHALL BE 12'-0" O.C. (MAXIMUM) (E) STRUCTURE. IS PERMITTED. AND BEGIN NO FARTHER THAN 6'-0" FROM WALLS. WIRES SHOULD BE TAUT WITHOUT ATTACHED TO CAUSING CEILING TO LIFT. SPLAY WIRES ARE TO BE (4) 12 GAGE WIRES ATTACHED TO THE WIRES TO BE ATMAIN BEAM. WIRES ARE ARRAYED 99 FROM EACH OTHER AND AT AN ANGLE NOT NOTE NO. 1 BOTTOM CHORD TA TRUSSES EXCEEDING 45' FROM THE PLANE OF THE CEILING. SPLAY WIRES ARE TO BE WITHIN NOTE NO. ONLY. NO ATTACHMENTS ROOF DECK PERMITTED 2 INCHES OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. 45' OR LESS 45' OR LESS C 0 R T L A N D 12 GA VERTICAL WIRE 1" _ __ ____ _ - --- - - 2. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND THE M 0 R G A N PIN AL 27 TO STRUCTURE STRUCTURE ABOVE. THE VERTICAL STRUT MAY BE EMT CONDUIT, METAL STUDS OR A PROPRIETARY e 22 GUAGE STUD ® ® - COMPRESSION POST. (SEE BELOW) A R C H I T E C T 4-0" OC EA. WAY. ---_ FASTEN TO 11 11 ---- STRUCTURE 12 GAGE ROOF DECK OR FLOOR DEC EMT CONDUIT 45' OR LESS SPLAYED 711 N. FIELDER RD. 18 GA. 1 " x J" 'C' 1/2" EMT CONDUIT UP TO 6'-0" BRACE WIRES CROSS RUNNER ® 4'-0" OC. 45' OR LESS ARLINGTON, TX 76012 MIN CONCRETE (3) HILTI X-ZF 22P8T OR EQ 3/4" EMT CONDUIT UP TO 8'-6" PH: (817) 635-3696 1" EMT CONDUIT UP TO 10'-0 �� 18 GA. J" HAT CHANNEL ® I CROSS BRACING MEMBERS- 1 METAL STUD FAX (817) 635-5699 " " " 3 5/8"x22 GA. STEEL STUDS " � 2" MAX TYP ..... . ..... : ... .. :. ...: ....... 2-0 O.C. ATTACH: TO C W/ #8 SCREW EA SIDE 1 5 8 METAL STUD 25 GAGE UP TO 6-2' CROSS TEE INSTALLED AT 12'-0" OC TYP AND 2 1/2" METAL STUD 25 GAGEIII UP TO 10'-6' MAIN BEA ATTACHED W/ (3) #6 SHEET METAL SCREWS 9 GYPSUM CEILING 5/8" GWB CEILING PER RCP ALTERNATE DIRECTION OF BRACING 3. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE PERMIT SCALE: 1-1/2" = 1'-0" 2 INCHES WIDE, UNLESS ALTERNATE METHODS ARE APPROVED PRIOR TO INSTALLATION BY THE LOCAL 1 - LATERAL FORCE BRACING AND SPLAY WIRE BUILDING DEPT. AND THE DESIGNER OF RECORD. ONE END OF THE CEILING GRID SHALL BE Q , 3 1 . 2 014 ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FROM THE WALL AND FREE TO SLIDE. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS (E) STRUCTURE. 12 GA. ATTACH CROSS BRACING TO PARTITION W/ OR APPROVED METHOD). THERE SHALL BE A MINIMUM 3/4" CLEARANCE FROM THE END OF THE WIRES TO BE ATTACHED TO (3) #6 SHEET MTL SCREWS GRID SYSTEM AT UN-ATTACHED WALLS. BOTTOM CHORD OF TRUSSES OR STEEL WF ONLY. NO ® ® ® 4. SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY LOCAL BUILDING DEPT. SHALL SEISMIC CATAGORY "D" MAX. 8" ATTACHMENT TO ROOF DECK BFUSED TO PREVENT THE ENDS OF THE MAIN BEAMS AT PERIMETER WALLS FROM SPREADING �, " ® ® WALL CLIP, BERC 2 PERMITTED OR STOREFRONT OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. WALL CLIP, OR EQUAL STRUCTURE, WHERE OCCURS WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. SPREADER BARS ARE NOT REQUIRED IF A 99 INTERSECTING CROSS OR MAIN IS WITHIN 8" OF THE PERIMETER WALL. ° 12 GA VERTICAL WIRE 1" WALL Z FOR WALL TYPES AND CONSTRUCTION 5. HANGER (SUSPENSION) AND PERIMETER WIRES MUST BE PLUMB WITHiN 1 IN 6 UNLESS ® ° ALL WIRE TIES ARE D BE THREE PIN AL 27 TO STRUCTURE � � -- " 4'-0" OC EA. WAY. z MATERIALS SEE FLOOR PLAN COUNTER SLOPING WIRES ARE PROVIDED. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 TIGHT TURNS AROUND ITSELF . 3/4 WITHIN THREE INCHES. TWELVE 5/8 GWB CEILING, FEET ON CENTER OR 10 GAGE SPACED 5 FEET ON CENTER. ANY CONNECTION DEVICE AT THE N. GAGE HANGER WIRE SPACES 4 PAINTED - " - " SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 LBS. 7/8" 12 GA VERTICAL WIRE 1 3 SOUND INSULATION BATTS W,1ERE AT ° O FOOT ON CENTER . PIN AL 27 TO STRUCTURE 7777 INDICATED SEE FLOOR PLAN UNATTACHED 4" 20 GA STUD ® 2, 4'-0" OC EA. WAY. 7. BRACE LIGHT FIXTURE AS PER IBC STANDARDS. WALLS ° OC -18 GA. 1 1" x J" ,C. VAN CROSS RUNNER @ 4'-0" OC. 8. ATTACHMENT IS TO BE ON UNDER SIDE OF FLOOR ABOVE. ° ° �° FINISHED CEILING 2 — WALL MOLDING °e 18 GA STEEL FRAMING 18 G 1 1/2" x1 1/2" A. J" HAT CHANNEL ANGLE @ 24" OC. ATTACH TO 'C' W/ #8 SCREW EA SOFFIT ENTRY 5/8" GWB CEILING PER RCP WALL HEAD ABOVE CEILING SEISMIC BRACING AT CEILING GRID 1 0 SCALE: 1-1/2" = 1'-0" 6 SCALE: 3" = 1'-O" SCALE: 3" = 1'-0" / WASHINGTON SQUARE 9585 SW WASHINGTON SQ RD FOR WALL TYPES & CONST MATERIALS SEE -- FLOOR PLAN & WALL SCHEDULE SUITE (E) OWSJ TIGARD, OR 97223 20 GA METAL FRAMING @ 24" SOUND INSULATION WHERE INDICATED ON ANY ATTACHMENTS TO LANDLORD'S OC. FASTEN TO STRUCTURE FLOOR PLAN STRUCTURE SHALL BE FROM TOP ABOVE @ 24" OC MAX. 4" RUBBER BASE,. SEAL TO FLOORING WITH CHORD OF JOIST. NO ATTACHMENT TO THE PAINTED GWB ON METAL I SILICONE CAULKING, PER ROOM FINISH SCED. ROOF DECK IS PERMITTED. FRAMING � - SILICONE SEALANT OVER METAL TRIM 1/2" PAINTED WD-1 T RI 0 1/2" FROM FACE OF WB 4" SHEET VINYL SELF COVE W/ CANT, PER A-7 SCRIBE & CAULK TO TOP ROOM FINISH SCHEDULE ' OF CASE CONTINUOUS STEEL TRACK ANCHORED TO x BOTT OF GWB SOFFIT FLOOR ® 2'-0" O.C. FASTERNERS TO BE EL. T-3 1/2" AFF \ " HILTI X-ZF22P8T :;. 1" DEFLECTION HEAD INSTALLED PER UL ACCOUSTICAL SEALANT SYSTEM # HW-D-0043 RETAIL DISPLAY FIXTURE.----- VCT FLOORING FIXTURE FABRICATOR TO PROVIDE WD. BLOCKING FOR FLOORING ADHESIVE SEALANT CLOSURE SUBFLOOR GWB SOFFIT DETAIL TYPICAL WALL BASE 11 SCALE: 1-1/2' = 1'-0" SCALE: 3" = l'-O" REVISIONS --FOR WALL TYPES & CONST MATERIALS SEE SEE REFLECTED CLG PLANS FLOOR PLAN & WALL SCHEDULE FOR CEILING NOTES PL NUM SEE CONSTRUCTION PLANS ------�- � z 12 GA VERTICAL WIRE 1" SOUND INSULATION WHERE INDICATED ON FOR WALL TYPES & 18 GA. HAT CHANNEL ® 24" ¢ PIN AL 27 TO STRUCTURE FLOOR PLAN CONSTRUCTION MATERIALS z cs 4'-0" OC EA. WAY. OC. ATTACH TO BAR W/ #8 � z SCREW EA SIDE < w CONT STL TRACK, SET IN TWO ROWS OF U- C) ACOUSTICAL SEALANT WHERE ACOUSTICAL > —4" PAINTED WOOD BASE, SEAL TO WALL AND " ' INSULATION IS REQ'D, ANCHOR TO FLOOR v>m FLOORING WITH SILICONE CAULKING, PER FASTENERS ® 24" O.C. MAX . FASTENERS > ¢ WALL PER PLAN J m " ROOM FINISH SCHEDULE TO BE HILTI X-ZF22P8T, OR EQUAL. 18 GA. 1-1/2" x " 'C' a CD 20 GA METAL FRAMING , CROSS RUNNER ® 4'-0" ® 24" OC " BASE 5/8 PARTICAL BOARD WHERE WB-1 OCCURS, -- FINISH FLOOR LINE OC. FOR NAILING WB-1 TO WALL i zFLOOR LINE DETAILS ACOUSTICAL SEALANT a 8 a GWB, PAINT CEILING COLOR, ALL VISIBLE FLOORING PER SCHEDULE -,- 3" FRAMING AND GWB ABOVE CEILING PAINT BLACK ° ° RETAIL BACK ROO RESTROOM '----suBFLooR SHEET NUMBER CEILING RETURN AIR SLOT TYPICAL WB-1 BASE SEE 7/A9.1 FOR TYPICAL NOTES TYPICAL UNRATED WALL SECTION / 12 SCALE: 1-1/2" = 1'-0" 8 SCALE: 3" = 1'-0" 4 SCALE: 3" - l'-O" A9m LANDLORD NOTES DATE: 03.24.2014 1. NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, .OB NO: 10008.28 OR PENETRATE THE ROOF DECK ABOVE. IT IS REQUIRED TO FRAME, BRACE AND/OR SUSPEND, AS NEEDED, TO/FROM THE TOP DRAWN: STAFF CHORD OF JOISTS OR STRUCTURAL STEEL WHICH EXIST ABOVE THE TENANT SPACE. CHECKED: CM - _ B.O. GWB SOFFIT B.O. GWB SOFFIT 7Y/4„ HARD SEAM EL. 14'-8" AFF EL. 14'-8" AFF HARD SEAM RETURN SS-1 EXISTING ADJACENT STOREFRONT MALL SID E EXISTING NEUTRAL BAND, PATCH EXISTING NEUTRAL BAND, PATCH �- - - - - - - - - - - - - - - - - - - - - 1'-1%" AND PAINT AS REQUIRED TO AND PAINT AS REQUIRED TO '"° �_:` `'° `':ry'. CAULK TO MATCH COLOR PT-1 C 0 R T L A N D ACCOMMODATE NEW ACCOMMODATE NEW 1/4 SS-1 MATERIAL GLUED TO M O R G A N STOREFRONT STOREFRONT 5/8" GLASS REINFORCED 1y„ ;{. "`5, NEW 1/2" CLEAR LAMINATED 1'-0" PAPERLESS GYP. BD. SAFETY GLASS WITH POLISHED A R C H I T E C T WRAP SOLID SURFACE OVER EDGES lo TOP OF SOFFIT HARD SEAM 711 N. FIELDER RD. 2" MIN. RECESSED GLAZING ARUNG ON, TX 76012 T.O. SS-1 SOFFIT T.O. SS-1 SOFFIT CHANNEL �.; EL 14'-0" AFF EL 14'-0" AFF PH• (817) 635 5696 3 4 ALUMINUM CHANNEL REVEAL - - - - - - - FAX. 817 635-5699 ( ,`- 1/4" SOLID SURFACE SOFFIT ABOVE ,,..: MATERIAL GLUED TO 5/8' 1/4" SOLID SURFACE GWB WALL, PAINT PT 1 GLASS REINFORCED MATERIAL GLUED TO 5/8" ( 3 GLASS REINFORCED �r TYP FIBERGLASS PAPERLESS GWB, STORE SIDE FIBERGLASS PAPERLESS GWB, - PERMIT lyp HAT CHANNEL ATTACHED TO FACE OF EXISTING BULKHEAD O 1 . 2 014 LEASE LINE STOREFRONT JAMB DETAIL HSS PER 16/A9.3 HSS PER 11/A9.3 SCALE: 3" = 1'-0" LEASE LANE FIRE TREATED WOOD FIRE TREATED WOOD BLOCKING AS REQUIRED BLOCKING AS REQUIRED 7Y" WINDOW HEADER ABOVE LINE OF SOLID SURFACE OF 2" RECESSED GLAZING 2" RECESSED GLAZING PORTAL BULK HEAD ABOVE AND NEW 1 2" CLEAR CHANNEL CHANNEL POP-OUT LEASE LINE SOFFIT ABOVE I I / LAMINATED SAFETY 4" 22 GA STUD ® 16" OC TYP. CAULK TO MATCH EQ. E0. i GLASS WITH POLISHED - - - - - - - - EDGES _ - _ - - - - - _ - - - - - _ - COLOR PT RETURN SS-1 :... : ..., :.....:., ... ... -... , : -... B.O. SS 1 SOFFIT •- �-• B.O.B O SS 1 SOFFIT 1/4' :,....., �_}.:•.....:....- .. �:.., FACE „ i =`Y-�`��"'_• •� �� � � �� •� SOLID SUR MATERIAL .....,....... ...� ..,:...�.. , :..�..:......:. , .....,:... .....: ,.:.. ......... ... ........,., ..,. :.: -. GLUED TO 5/8 PAPERLESS 2 MIN. RECESSED HARD SEAM - EL. 11'-8" AFF EL 11'-8" AFF � � HARD SEAM 6" 1 „ HARD SEAM GWB, TYP. GLAZING CHANNEL i i -% NDU r. . -<x „ Ii CAULK JOINT - COLOR TO CAULK JOINT - COLOR TO .�..: ...,..-.•�... ..:.... GWB WALL, PAINT PT-1 "�' �• � � - '`'�"' ='���'-��� 1/4 SS-1 MATERIAL MATCH SS-1 MATCH SS-1 GLUED TO 5/8" GLASS 00 f, o REINFORCED PAPERLESS FACE OF PORTAL TO BE GYP. BD. 30'-0" FROM FACE OF STORE ACROSS CORRIDOR, o HSS PER FRAMING ADJUST TO MEET THIS Q or PLAN DIMENSION. WASHINGTON SQUARE S w 9585 SW WASHINGTON SQ RD STOREFRONT WINDOW HEAD DETAIL STOREFRONT WINDOW HEAD DETAIL - - - /- - - - '. ` `'" SUITE J01 n r n n � ..c. 15 SCALE: 3 = l'-O" SCALE: 3 = l'-O" Z _ TIGARD, OR 97223 3 � � 9rr � � CD J 1/2- LAMINATED GLAZING WITH POLISHED EDGES WHERE EXPOSED, 4MM SECURITY 1/4" SS-1 MATERIAL GLUED TO FILM, OPEN BUTT JOINTS WHERE OCCUR. 'v 5/8" GLASS REINFORCED o ARCHITECT TO REVIEW / APPROVE GLASS A- PAPERLESS GYP. BD. - JOINT LOCATIONS WINDOW SHOP DRAWINGS PRIOR TO CONSTRUCTION 2" S.S. RECESSED GLAZING CHANNEL (4" ON OPPOSITE SIDE) W/ SETTING BLOCKS AND GASKETS FOR 1/2" CLEAR y J LAMINATED SAFETY GLASS o 3/4" ALUMINUM CHANNEL REVEALke HSS AND BASE PLATE PER FRAMING DRAWINGS ` .r EXISTING ADJACENT STOREFRONT ,' _ REVISK�NS GLASS DOOR WITH IPOLISHED PEDGDES, SEE DOOR t: STOREFRONT JAMB DETAIL SCHEDULE FOR HARDWARE NOTES 3 BALANCE 2/PIVOTS TOP AND - _ SCALE: 3" = 1'-0" BOTTOM (SEE DOOR REQUIREMENTS) qp STAINLESS STEEL CLADDING, #4 FINISH CONTINUOUS 6" 20 GA BOX BEAM HEADER, TYP. u n CAULK JOINT COLOR TO MATCH 1/2" TEMPERED GLAZING SS-1 FIELD ACTUAL VERIFY LL CONDTITIONS NS WITH 2„ 3„ i 1/2' LAMINATED DOOR GLAZING GWB SOFFIT ABOVE I POLISHED EXPOSED EDGES, GL-1 ;; rr 71 ALIGN 1/8" QUARK 2 - RECESSED DOOR TOP PIVOT AT i 1 X 4 POPLAR WOOD BASE RACEWAY -i TIFT ��- PATCH FITTINGS W/ STAINLESS DOOR DETAILS i STEEL 4 FINISH «:.. ... :.........:.:_ . ._ .. S # ........_,..... ., :__.:�..:..._._., EL 11 0 AFF • � � BOTT OF 1 SOFFIT - - - ALUMINUM SILL FRAME i ;.:,...... y,:._...:. .,:,.:::.,�, :.,,,. � (BRUSHED ALUM. -ALTERNATE) - - - - - - - - - - - - - - - ' — ELECTRICAL RECEPTACLE F7 —"--FINISH FLOOR PER SCHEDULE '�' i --FINISH FLOOR PER. SCHEDULE SOLID SURFACE PORTAL BULK SOLID SURFACE MATERIAL i HEAD ABOVE 1 -O„ GLUED TO 5/8" DENS GOLD DOOR HEAD PIVOT W/ PATCH CONCRETE FLOOR SLAB CONCRETE FLOOR SLAB SHEATHING i FITTINGS ALUMINUM HAT CHANNEL ANCHOR TO FLOOR ° CONCEALED FLOOR DOOR CLOSER I FINISH INESS STEEL CLADDING, #4 SHEET NUMBER W/ EXPANSION ANCHOR 24" OC MAX. a u 234 1/2" LAMINATED GLAZING GL-1 WITH POLISHED EDGES STOREFRONT WINDOW SILL DETAIL 12 STOREFRONT SILL DETAIL Q STOREFRONT DOOR SURROUND PLAN 4 DOOR HEAD DETAIL A9m2 1 SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" v SCALE: 3" = 1'-0" -T SCALE: 3" = 1'-0" i LANDLORD NOTES DATE: 03.24.2014 1. NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, JOB NO: 10008.28 OR PENETRATE THE ROOF DECK ABOVE. IT IS REQUIRED TO FRAME, BRACE AND/OR SUSPEND, AS NEEDED, TO/FROM THE TOP DRAWN: STAFF CHORD OF JOISTS OR STRUCTURAL STEEL WHICH EXIST ABOVE THE TENANT SPACE. CHECKED: Cm \r7- HSS COL PER PLAN - HSS COL PER PLAN PL 1/2x9x9 PL 1/2x9x9 — GWB PARTITION PER PLAN MEL-1 C 0 R T L A N D t " 3" 1Y2" 2" �— TYP. 1 y 1Y" ( 1/4 M 0 R G A N 1 METAL BOX BEAM HEADER ® OPENINGS 3/4" HIGH T/(E) SLAB 3/4" HIGH STRENGTH ( T/(E) SLAB MORE THAN 4'-0" WIDE Z A R C H I T E C T STRENGTH NON-SHRINK GROUT h FF:h _ 1'-1" a NON-SHRINK �r GUT N w PLAM INTERIOR R (2) 1/2"0 A36 (4) 1/2"0 A36 1/2 1/2w 711 N. FIELDER RD. HOLLOWMETAL DOOR FRAME w ARLINGTON. TX 76012 I THREADED RODS. j - I THREADED RODS. PH817 635-5896 EMBED MIN 4 W/ I EMBED MIN 4 •W/ • [m 7 I I SIMPSON "SET" I ( SIMPSON "SET" FAX: (817) 635-5699 ADHESIVE ADHESIVE ac-4I I I i Li Z Of PERMIT 20" DEEP SHELF AT MICROWAVE 03 . 3 1 . 2 014 COLUMN BASE PLATE COLUMN BASE PLATE TYP HM DOOR HEAD SCALE: 3" = 1'-0" 9 SCALE: 3" = 1'-0" � SCALE: 3" = 1'-0" `V PLAM 13 1'-10" PROVIDE BLOCKING AS REQ'D TYP _ - PLAM FRONT EDGE AND _ _ HSS BEAM PER PLAN 7 BACKSPLASH - - - - iHSS BEAM PER PLAN — GWB PARTITION PER PLAN DRAWER °n HSS COL. PER PLAN _ DOUBLE STUD ® DOOR JAMB MEL OVER 3/4" 1/4 PLYWD. ADJ. SHEL , cn _ TOP & BTM. W/ o 1/81/2 1 2• 3mm PVC EDGE. , PLAM N �, '. .. ::- ::: . ;:3:: - - - - - - - - - - HOLLOW METAL D00 AM PROVIDE BACKING Q `�' KA HSS BEAM PER PLAN AS REQ'D, TYP MEL-1 INTERIO HSS BEAM PER PLAN - - - - - - - ii ADJ SHELF HOLES 1" & SUPPORTS HSS COL. PER PLAN 1 'J' z2X WOOD z DOOR PER SCHEDULE "BLOCKING `r 0 3"' WASHINGTON SQUARE Ai RUBBER BASE 9585 SW WASHINGTON SQ RD BEAM TO BEAM CONNECTION BEAMMOLUMN CONNECTIONS 6 TYP HM DOOR JAMB 2 TYPICAL CASEWORK SECTION SUITE J01 14 SCALE: 3" _ -0" 10 SCALE: 3" = 1'-0" 3/16 3 SCALE: 3" = 1' 0" SCALE: 1 = V-0" TIGARD, OR 97223 BRACE PER PLAN \\ \ �-- 1L5x5X3/8 OF EXISTING BULKHEAD SHEATHING �— LINE TO REMAIN MALL TILE FLOORING, INSTALL PER SCHLUTER - RENO T T9/25 AE MFG'S RECOMMENDATIONS SATIN ANODIZED ALUMINUM TRANSITION \ \ \ WOOD LAMINATE AS SPECIFIED. SEE ATTACHED \ (E) FRAMING 1/4 2 " " 1/8 \ I \ \ FLOOR INSTALL INSTRUCTIONS Y 2 1Y \ PL 1/4x9x6 ( I \ \ 1/4 2 LINE OF (E) (E) HSS \\ \\ N FIELD VERIFY BULKHEAD SHEATHING TO BE \ \ - - - - - - - - - - - - - REMOVED TO ALLOW HSS BEAM PER PLAN \ \ ? FOR AIR SPACE 1/4 2 \ \ BRACE PER PLAN " - - - - - - LINE OF NEW STOREFRONT FRAMING t/4 2 \\ \\ N - - - - - - - - - - - - - - NOTES - - - - - - - - - - - \ \ . 1. BRACE ROTATED 90' A 7 ­1 1 1/4 9/16" X 2" SLOTTED HOLE WHERE PARALLEL TO HSS 1/4 (E) OWSJ, TYP. BEAM L4x3x3/8 LLV W/ 9/16" X 2" VERT. 2. ALLOW FOR INDEPENDENT - j I SLOTTED HOLE W/ (1) 1/2"0 A307 MOVEMENT BETWEEN \\ \\ MEMBERS SUPPORTED BY - - --i - - - - - J THRU-BOLT W/ STANDARD NUT & \ \ ROOF AND MEMBERS I WASHER (SNUG TIGHT) CENTER BOLT ON NOTE: ANGLES TO BE ADDED WITHIN 6" \ \ SUPPORTED BY FLOOR HOLE AND HSS BLOW OF JOIST PANEL JOINT \ \ REVISKM PLATE SECTION STOREFRONT WINDOW HEAD DETAIL 7 BRACE PERPENDICULAR TO JOIST 3 CERAMIC TILE TO WOOD TRANSITION 1 SCALE: 3 = 1 -0 3/16 3 11 SCALE. 3 - V-0" SCALE. 3 V-0" SCALE: FULL SIZE 1�\ �\ 3116V 3 1 \ \\ 1 R1/4x9x6 VCT FLOORING AS SCHEDULED, SCHLUTER - RENO T T9/25 AE LINE OF NEW STOREFRONT INSTALL PER MFG'S SATIN ANODIZED ALUMINUM TRANSITION 1/8 \ ( I L5x5X3/8 (CONNECT TO OWSJ RECOMMENDATIONS PER 7/A9.3) WOOD LAMINATE AS SPECIFIED. SEE ATTACHED PL 1/4x9x6 I FLOOR INSTALL INSTRUCTIONS BRACE PER PLAN I I 1/4 V 16 3 (E) BULKHEAD BEAM 3 i ( I / 3/16 3 R 3/8 1/8 // / - - - - - - - - - I DETAILS 1/4 - -I- - - HSS BEAM PER PLAN (E) BULKHEAD SHEATHING, 1/4 / ( I / BRACE PER PLAN -- ' REMOVE PORTION TO ALLOW FOR L ( 1/2 / INSTALLATION OF ANGLE 0 A307 THRU-BOLT W/ STANDARD / - - - - - - - - - - - - - - - - - - - - - - - - I - - - NUT & WASHERS (SNUG TIGHT) NOTE: ALLOW FOR INDEPENDENT MOVEMENT - - - - - - BETWEEN MEMBERS SUPPORTED BY ROOF SHEET NUMBER L3x3x3/8 AND MEMBERS SUPPORTED BY FLOOR I STOREFRONT WINDOW HEAD DETAILR BRACE PARALLEL TO JOIST Q, WOOD TO VINYL TRANSITION A9m3 16 SCALE: 3" = V-0" v SCALE: 3" = 1'-0" 4 SCALE: FULL SIZE