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Plans
BU P2008-00397 ARITZIA 9665 SW WASHINGTON SQUARE RD City of Tigard, Oregon • 13125 SW Hall Blvd. ® Tigard, OR 97223 January 21, 2009 RE: TENANT IMPROVEMENT Project Information L P %1 Building Permit: BUP2008-00397 Construction Type: 2-B Address: 9665 SW Washington Sq. Occupancy Type: M Area: 3748 Sq. Ft. Stories: 1 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition; 2007 Oregon Fire Code. Provide the following items prior to issuance of this permit. 1) All improvements made to the building shall be inspected prior to covering. 2) Make approved set of plans available for all inspections. 3) A total of 25% of the cost of the project shall go towards removing architectural barriers (accessibility). 4) Suspended ceiling to be installed as per ASCE 7 or Oregon State Interpretation. 5) All framing shall conform to accepted engineering standards. FIRE LIFE AND SAFETY/ GENERAL The main exterior door or doors are permitted to be equipped with key-operated locking devices from the egress side provided: 1. The locking device is readily distinguishable as locked, 2. A readily visible durable sign is posted on the egress side on or adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The sign shall be in letters 1 inch (25 mm) high on a contrasting background. (Sec. 1008.1.8.3) All exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (Sec. 1008.1.8) Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. (Sec. 1011.1) Exit signs shall be illuminated at all times and shall be provided with a second source of power that will provide 1 1/2 hours of illumination in case of primary power loss. (Sec. 1006.3) FYI -Additional exit signs may be required by the city field inspector to clearly indicate the path of egress. The means of egress shall be provided with illumination of not less than 1 foot candle at the floor level anytime the building is occupied. The means of egress illumination, when two exits are required, shall be provided with a second source of power in case of primary power loss. (Sec. 1006.2) Portable fire extinguishers shall be installed in new and existing Group A, B, E, F, H, I, M, R-1, R-2, R-4, and S occupancies. (OFC Sec. 906) Phone: 503.639.4171 . Fax: 503.684.7297 • www.tigard-or.gov . TTY Relay: 503.684.2772 American with Disabilities Act (ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC, which may not include all of the requirements of the ADA. Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. (106.3.1 OSSC) Certificate of Occupancy: No building or structure shall be used or occupied until the Building Official has issued a certificate of occupancy (109.1 OSSC) Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, • �r / " Ban Nelson Senior Plans Examiner (503) 718-2436 dann@tigard-or.gov i RE: TENANT IMPROVEMENT RECEIVED ; ,, January 15, 2009 JAN 1 6 2009 MOM Project Information CITY OF TIGARD Building Permit: BUP2008-00397 kickgriutglilitruction Type: 2-B Address: 9665 SW Washington Sq. Occupancy Type: M Area: 3748 Sq. Ft. Stories: 1 Name: Aritzia Sprinklers: Yes Hi Dan, I have answered the questions you submitted below and attached some additional information to go with the response to question 3. 1) Construction requirements for suspended ceiling systems are found in the Oregon Building Codes Division website under Statewide Code Interpretations dated 4/20/2007. (see interpretations{structural} at wwwbcdereg_pn,gpv) As we discussed in our phone conversation the ceiling is a full drywall installation using a proprietary ceiling grid system. I have noted on the drawings that the installation needs to conform to the standards you noted. 2) Provide calculations and construction details (including seismic bracing details for non full height partitions) for all walls. As we discussed in our phone conversation our wall assembly details (elevation 1-9 on page 06.1 pageds show the walls extending to the underside of the existing steel deck, at 18'-6", and the steel studs will connect to steel stud track attached to the underside of the deck with angled bracing above the line of the drywall ceiling. 3) Please provide calculations and construction details for the soffits and storefront construction. Every structure, and portion thereof, including non structural components that are permanently attached to structures and their supports and attachments, shall be designed and constructed to resist the effects of earthquake motions in accordance with ASCE 7 as modified by Section 1613.7. The seismic design category for a structure is permitted to be determined in accordance with Section 1613 or ASCE 7. OSSC 1613.1 I have attached sketch sheets (no. 1-4) which show additional details of the soffit construction showing our steel stud assembly's braced and connected to the malls large box section steelwork that runs through the front of the store. c I hope this additional information meets your approval and I look forward to hearing that we have the building .1 NI; rect. Regards . , N. ‘ u gr.4 DAM A. UDKOW C4 David Udkow , 2182 SCOTTSDALE, AZ - i A ir10,0f,„.11,41 David A Udkow Architect 11881 N 113th Way Scottsdale, AZ 85259 davidatidkowf` coxnet For Stuart Higginson ARITZIA Project Management (604) 215 5252 L......„. , ---, MALL BULKHEAD W*REVEAL GROUT FINISH TO WRAP /. OVER TOP FACE OF rer______.1 STOREFRONT POP-OUT IST-31 \ 141111111hhhi._ 41%13/VL,KaA°-----—--\ - .TOP OF POP-OUT—— TILE AND GROUT FINISH • 10.71 I ST-2J irr,..11 I AI EXISTING STRUCTURE TO REMAIN IN \ NEW 20g 3%"STEEL STUD STRUCTURE 20g 3%"CROSS BRACING 0 Woe CONNECTED WITH MIN OF 2x#10 S.M.S. AT liodifo.'-4\Lidll" 77 ici I EACH CONNECTION POINT 9r FRT PLY 4"x4,x1f,"ALUMINUM ANGLE TO I \\L.-._ I k GWB ___CEILIN29.4terro SUPPORT FRAME, INSET FROM I ili (.....i _ 1 lik NEW 20g 3 W STEEL STUD CONNECTED OUTSIDE EDGES BY 13fi" = I TO EXISTING STEELWORK via 4410 SAS- _ cylr BULKHEAD_ • I* I AT EVERY CONNECTION POINT i 3%"STEEL STUD SOX FRAMES AT EVERY WINDOW FRAME- CORNER OF SOFFIT, TYP. IWO-21 —FRT PLY BLOCKING 3%"STEEL STUD BOX SOLID WOOD VENEER FRAMES AT EVERY CORNER OF SOFFIT, TYP. 1VN-3 I HAFELE JUNIOR 160B-HAWA SLIDING DOOR HARDWARE SLIDING WOOD DOOR 1WE-11 STOREFRONT GLAZING NNN COLUMN CLAD IN SOLID WOOD STRIPS ivo-31 ‘"N$DI)A1 fkko A. u: ow le.lh. • 2182 r SCO '1ALE, Az ' (0(4 il 0)0') ' di:4 'i i 1 WINDOW FRAME 1WO-21 AO-T-79 I , TILE& STUCCO FINISH TO WRAP THIS SIDE -----„,,,.., —13i"X 1"WOOD REVEAL AT TOP AND BOTTOM OF BELOW WINDOW FRAME 1 1 COLUMN . 1 sr-2J . t ED TO , .„, A ELEVATION-STOREFRONT Scale, 1'=== 1*--0" ARCHITECT DRAWING TITLE DATE JAN.14.2009 agatia# STOREFRONT SECTION WITH ADDITIONAL STRUCTURE AND DAVID A.UDKOW,ARCHITECT CONNECTION DETAILS.THIS IS IN ADDITION TO SECTION#3 SHOWN ON 11881 North 113th Way PAGE 03.2 OF THE BUILDING PERMIT SET. SCALE tRAwn 3/4"=1,0" SH rIECKED SH Scottsdale,Arizona 85259 #204-611 ALEXANDER ST PROJECT DRAWING NO (480)614-3385/(480)614-0209 Fax VANCOUVER,BC V6A 1E1 ARITZIA#421 E-mail.davidaudkow@cox.net TEL:604-251-3132 FAX: CRU CO2,9665 SOUTH WEST WASHINGTON SK 01 604-251-6575 SQUARE ROAD,TIGARD,OREGON 97223 , , 1 I II MALL BUl fWEAD -—-"'——.._——_--—__ 14'-0 214"A.P.F`.V TOP OF STOREFRONT POP-OUT — j45*AFT.. —TILE AND GROUT FINISH Lpi■ pill I Sr-2I .AIM —EXISTING STRUCTURE TO REMAIN I II NEW 20g 3%"STEEL • ( STUD STRUCTURE ,- `q I 20g 3%*CROSS BRACING 48"oc CONNECTED WITH L MIN OF 2x#10 S.M.S.AT EACH CONNECTION POINT �CEILING HEIGHT I %" 12'-o°A.F.F. —"" e FRT PLY CWB e 4° 4"x4"x34"ALUMINUM ANGLE TO SUPPORT FRAME, INSET FROM I PT-2 1114'I OUTSIDE EDGES BY 17(s» 3 W STEEL STUD BOX f -WINDOW FRAME FRAMES AT EVERY I ( �� ENTRY 00LKHEAP CORNER OF SOFFIT,TYP. 1•-0 1 'AF.E.� SOLID WOOD VENEER Iwv-3 I DECORATIVE STEEL— •-._`_ GRILLE . I MT-f 1 / WINDOW MOULDING 1WD-21 I1W SOLID WOOD VENEER ,• ' -. .- , eDA404.: ,„,,,,,,N, 4 K may► DAVID A. UD •W 0..ell "I 2182 ;l •• SCOTTSDALE, AZ i A .PON1/4 0,-4,46 :0 A 0 c pat 1 ilk. 1 d9 • SOLID 8"WOOD BASE WITH)fg"SAW CUT REVEAL — Iwa-21 1 f 0 ELEVATION-STOREFRONT Scow 1»_.1, 0» . . .. -..— ARCHITECT DRAWING TITLE DATE JAN,14,2009 agile, STOREFRONT SECTION WITH ADDITIONAL STRUCTURE AND SCALE 3t4"=1.-0" DAVID A.UDKOW,ARCHITECT CONNECTION DETAILS.THIS IS IN ADDITION TO SECTION#1 SHOWN ON DRAWN CHECKED 11881 North 1 13th Way PAGE 03.3 OF THE BUILDING PERMIT SET. SN SNI #1204-611 ALEXANDER ST Scottsdale,Arizona 85259 PRaECr DRAWING NO VANCOUVER,BC V6A 1E1 (480)614-3385 i(480)614-0209 Fax ARITZIA#421 E-mail:davidaudkow@cox.net SK 02 TEL:604-2514132 FAX: CRU CO2,9665 SOUTH WEST WASHINGTON 604-251-6575 SQUARE ROAD,TIGARD,OREGON 97223 EXIST. MALL BULKHEAD )4"REVEAL- GROUT FINISH TO WRAP OVER TOP FACE OF �� 1 STOREFRONT POP-OUT �' �MALL BULKHEAD t4'-5 314'A.F.F. TOP OF STOREFRONT POP-OUT TILE AND GROUT FINISH I ST-21 EXISTING STRUCTURE TO REMAIN ({` NEW 209 3 96"STEEL STUD STRUCTURE ii 20g 3 3b"CROSS BRACING 0 48"oc CONNECTED WITH MIN OF 2x#10 S.M.S.AT AIIIIIII „4111111k 14.1.1 EACH CONNECTION POINT W FRT PLY LIIII _ CEILING HEIGHT 4"x4"x}4"ALUMINUM ANGLE TO 176°A.F.F.� SUPPORT FRAME, INSET FROM GWB••OUTSIDE EDGES BY 1,1k" lik 411.' I WINDOW FRAME— I �rrrr.� NEW 20g 3 36"STEEL STUD CONNECTED - ...w� TO EXISTING STEELWORK via 4x#10 S.M.S. ENTRY BULKHEAD,-1WD-21__ ��'"N[,'•. AT EVERY CONNECTION POINT .I I-6 AF.F. 3%"STEEL STUD BOX FRAMES AT EVERY ALUMINUM GLAZING CORNER OF SOFFIT,TYP. CHANNEL FRT PLY BLOCKING STAINLESS STEEL WINDOW ` SOLID WOOD VENEER DISPLAY HANG BARS l 11W-31 t\ HAFELE JUNIOR 160B-HAWA SLIDING DOOR HARDWARE _ - SLIDING WOOD DOOR 1#0-11 STOREFRONT GLAZING I0L-1 I PAINTED MDF WINDOW DISPLAY INTERIOR 1 1W-41 r 0 xtiLU I44, Sliti 9:0"4.. DAVID A. UDKOW . C 2182 • • !' SCOTTSDALE, AZ WOOD FLOOR ` / '//�j. IWF 11 i��[ ' iiSiiZ FRT PLY ` ALUMINUM GLAZING irk CHANNEL \ I 4 �� WINDOW FRAME ` II Sq 4"x4"x)"ALUMINUM ....r. ANGLE TO SUPPORT FRAME, INSET FROM 1 OUTSIDE EDGES BY 1 " I t 1 t _.... 6"HEAVY GAUGE- �� �- 18go 3-5/8" STEEL STUD STUDS 012"O.C. —CROSS BRACING BETWEEN STUDS REQUIRED. 2 SECTION-STOREFRONT 03.3 scale: 1"m 1'-0" ARCHITECT DRAWING TITLE DATE as*, JAN,14,2009 STOREFRONT SECTION WITH ADDITIONAL STRUCTURE AND SCALE 3/a"=1'o^ DAVID A.UDKOW,ARCHITECT CONNECTION DETAILS.THIS IS IN ADDITION TO SECTION#2 SHOWN ON DRAWN CHECKED 11881 North 113th Way PAGE 03.3 OF THE BUILDING PERMIT SET. SR SR #204-611 ALEXANDER ST Scottsdale,Arizona 85259 PROJECT DRAWING NO VANCOUVER,BC V8A 1E1 (480)E-mail.d85/(480)614-0209 Fax ARITZIA#421 TEL:604-251-3132 FAX: mail:davidaudkow@coxmet SK 03 604-254-6132 CRU CO2,9665 SOUTH WEST WASHINGTON SQUARE ROAD,TIGARD,OREGON 97223 L---..---' . ,...,....,—,...., MALL BULKHEAD 3,4"REVEAL GROUT FINISH TO WRAP OVER TOP FACE OF re--------1 STOREFRONT POP-OUT I ST-3I \ 4filikb■ ,IIIA-MYLAT.PAD A.F.F. ,44111111 0TOP0",OrS'rTOREFRoNT POP-OUT TILE AND GROUT FINISH— I ST-2 I NEW 20g 3 W STEEL STUD STRUCTURE II • diliNP.Hi4 i20g 3%"CROSS BRACING— II ., NEW 20g 3 W STEEL STUD CCOENILN729;CIT7E7:. 0 48-oc CONNECTED WITH II MIN OF 2410 S.M_S. AT 111/ EACH CONNECTION POINT EXISTING STRUCTURE TO REMAIN %" FRT PLY I , TO EXISTING STEELWORK via 4x#10 SAILS AT EVERY CONNECTION POINT / SOLID WOOD VENEER 1"N-3.1 ZFRT PLY VOID AtAl) 41804p rzr-4 DAVID A. UDKOW ti"). ak,..4. 0-3 2182 . s SCOTTSDALE, AZ ( 4 ,, A it' ir 41} -,/ SOLID a"WOOD BASE WITH Kii"SAW CUT REVEAL I WD-21 f 1 Eti) SECTION-STOREFRONT Scale: 1..= 1-0' ARCHITECT DRAWING TITLE DATE JAN.14.2009 Gala, STOREFRONT SECTION WITH ADDITIONAL STRUCTURE AND 3/4• DAVID A.UDKOW,ARCHITECT CONNECTION DETAILS.THIS IS IN ADDITION TO SECTION#3 SHOWN ON 11881 North 113th Way PAGE 03.3 OF THE BUILDING PERMIT SET. SCALE GRAWN =1,0" SH r,„.,. SH Scottsdale,Arizona 85259 #204-611 ALEXANDER ST DRAWING NO. (480)514-3385/(480)614-0209 Fax PR°4ECT VANCOUVER,SC V6A 1E1 ARITZIA#421 E-mail:davidaudkow@cox.net TEL:604-251-3132 FAX: SK 04 CRU CO2,9665 SOUTH WEST WASHINGTON 604-251-6575 SQUARE ROAD,TIGARD,OREGON 97223 , . . =1NISH SC - =DUL- FINIS - SC - -DUB- CONT. VILLWOR '< LOC < SC - -DUB- SYMBOL DESCRIPTION MANUFACTURER/SUPPLIER FLAME SPREAD REMARKS SYMBOL DESCRIPTION MANUFACTURER/SUPPLIER FLAME SPREAD REMARKS LOCK TYPE MANUFACTURER/MODEL# FINISH LOCATION QTY NOTE SEE DRAWINGS FOR EXACT LOCATIONS AND SIZES RESILIENT FLOOR SHEET GC BATHROOM FLOOR ONLY TYPE: 1/4" WOOD VENEER ON MILLWORKER SUPPLIED MILLWORK ELEMENTS TUBULAR KEY OLYMPUS 800LCM-26D SATIN CASH DESK #1 1 REQUIRES 19mm WV SAMPLES OF ALL MILLWORK FINISHES ARE TO BE PROVIDED FOR APPROVAL WHERE APPLICABLE RFS-1 GOODS: MARMOLEUM REAL -1 GC INSTALLED WITHIN STORE CABINET LOCK LOCK FOR DRAWERS CHROME ON STORE DIAMETER HOLE COLOUR: 3139 LAVA �" FRT PLY WITH BALANCING VENEER ON OPPOSITE SIDE. FOR DOORS & ONLY MANAGERS FOR INSTALLATION REFER TO SPECIFICATION FOR MORE DETAILED INSTALLATION RECOMMENDATIONS. CONFORM TO MANUFACTURERS WITH 6" COVE BASE VENEER: RIFT CUT OAK DRAWERS CUPBOARD WITH LOCK RECOMMENDATIONS FOR ALL INSTALLATION AND REQUIRED MATERIALS. FINISH: STAINED TO MATCH LOCK FOR 7DOORS ONLY CYLINDERS LOCK FOR DOORS ONLY ST-1 314" THICK MARBLE SLAB GC SUPPLIED AND CASH DESKS #1, #2, WD-2 WITH 1 CLEAR COAT CASH DESK #1 1 GENERAL CONTRACTOR TO COORDINATE WITH MILLWORK TO ENSURE ALL PAINT PRODUCTS COME FROM ONE MARBLE SLAB TBD INSTALLED STAFF DESK AND LOOK LAQUER AT 90° WITH A ON FLOOR MINIMUM 2 KEYS MANUFACTURE TO MAINTAIN CONSISTENCY IN COLOR AND SHEEN LEVEL. GROUT: CUSTOM BUILD PRODUCTS #60 UP DESK SECOND COAT CLEAR MANAGERS PER LOCK TO BE CHARCOAL LAQUER AT 15° TYPICALLY DRAWER PROVIDED SYMBOL DESCRIPTION MANUFACTURER/SUPPLIER FLAME SPREAD REMARKS LAID UP IN 5" VERTICAL CEILING TILE: CGC (OR CLOSE GC SUPPLIED & CLASS A IN BACKROOM & WASHROOM ONLY STRIPS ACT-1 STOREFRONT & INTERIOR TILE TILE IS OWNER SUPPLIED EXACT MIX OF TILES TO _ EQUIVALENT) INSTALLED (CAN/ULC ST-2 TYPE: GLAZED CLAY TILE TO COVER OTHER MATERIALS ARE BE CO-ORDINATED ON TYPE: STANDARD WOOD MILLWORKER SUPPLIED FITTING ROOM WALL TUBULAR KEY HAFELE DRAWER LOCK POLISHED CBH TABLE REQUIRES 19mm STYLE: LAY-IN TILES 2-102) FOR APPROX 75% OF AREA DESIGNATED FOR GC SUPPLIED SITE WITH MEMBER OF -2 VENEER ON 3/4" MDF WITH GC INSTALLED PANELS CABINET LOCK LOCK BODY: 232.18.313 CHROME FCBH-A30-4896 8 DIAMETER HOLE TYPE: RADAR GRID. TILE IS TILE. SEE FINISHES PLAN & ELEVATIONS ALL TO BE GC DESIGN TEAM. BALANCING VENEER ON LOCK CORE: 210.04.606 FOR INSTALLATION GRID: 5%s" DONN DX. 25 FOR LOCATIONS INSTALLED OPPOSITE SIDE. ROSETTE: 210.04.062 LOOK UP DESK 2 WITH LOCK DIMS: 2'X4'X3/4" MANUFACTURER: TREVISPROGE I IA NO ALTERNATIVES TO VENEER: RIFT CUT OAK CYLINDERS COLOUR: WHITE MODEL: ATLANTE & RK+COLLECTION SPECIFIED MATERIALS FINISH: STAINED TO MATCH STAFF DESK 4 AZZURRO d'ORO ALLOWED UNLESS WD-2 WITH 1 CLEAR COAT MINIMUM 2 KEYS B-1 8" CUSTOM DETAILED MDF MILLWORKER SUPPLIED BASE TO BE SUPPLIED TO GC COLOURS: CONSENT IS GIVEN BY LAQUER AT 90° WITH A PER LOCK TO BE BENJAMIN MOORE IMPERVO 133 GC INSTALLED Sc PRE-PRIMED FROM MILLWORKER. GC TO TILE 1=MURAZZI ATLANTE BLU DI CHINA ARITZIA DESIGN PM SECOND COAT CLEAR PROVIDED PAINT COLOUR: TO MATCH PT-1 FINISHED COMPLETE FINISH PAINT. ® 71% LAQUER AT 15' (GENERAL BASE) TILE 2=MURAZZI ATLANTE BLU SEE ELEVATIONS FOR PAINT FINISH: ENAMEL HIGH GLOSS. SPLENDENTE © 14% LOCATION OF TILE WORK MILLWORK DOOR/D RAW P ULL Sc H E D U L TYPE: STANDARD WOOD MILLWORKER SUPPLIED SUSPENDED CEILING IN - TILE 3=MURAZZI ATLANTE NERO © 8% WV-3 6" CUSTOM DETAILED MDF MILLWORKER SUPPLIED BASE TO BE SUPPLIED TO GC TILE 4=MURAZZI RK+COLLECTION AZZURO SEE SPECIFICATIONS FOR VENEER ON 3/4" FIRE GC INSTALLED SALES AREA B-2 BENJAMIN MOORE IMPERVO 133 GC INSTALLED & PRE-PRIMED FROM MILLWORKER. GC TO d'ORO © 7% SPECIFIC APPLICATION RATED MDF MACHINED INTO PULL TYPE MANUFACTURER/MODEL# FINISH LOCATION QTY NOTE PAINT COLOUR: TO MATCH PT-5 FINISHED COMPLETE FINISH PAINT. TILES COME ON 12"X12" MAT STRIPS, TO MATCH WD-3, SURFACE CANTU HARDWARE POLISHED CASH DESK #1 9 (BACK ROOM) GROUT: 2 COATS MAPEI #19 PEARL WITH REVEALS AS MOUNT PC 153.025CH CHROME PAINT FINISH: ENAMEL HIGH GLOSS. GREY, ONE THICKER COAT TO COVER PER THE TYPICAL BOARD 25MM CASH DESK 2 9 THINSET MORTAR AND ONE FINAL TYPICAL APPLICATION WITH CABINET KNOB # 4" CUSTOM DETAILED MDF MILLWORKER SUPPLIED BASE TO BE SUPPLIED TO GC BALANCING VENEER ON B-3 THICKNESS COAT TO OBTAIN CORRECT OPPOSITE SIDE. STAFF DESK 8 BENJAMIN MOORE IMPERVO 133 GC INSTALLED & PRE-PRIMED FROM MILLWORKER. GC TO GROUT COLOUR VENEER: RIFT CUT OAK PAINT COLOUR: TO MATCH PT-1 FINISHED COMPLETE FINISH PAINT. FINISH: STAINED TO MATCH (WINDOW DISPLAYS) WD-2 WITH 1 CLEAR COAT PAINT FINISH: ENAMEL HIGH GLOSS. ST-3 INTERIOR GROUT FINISH GC SUPPLIED NO ALTERNATIVES TO LAQUER AT 90° WITH A TYPE: EVEN GROUT FINISH ACROSS GC INSTALLED SPECIFIED MATERIALS SECOND COAT CLEAR / I 1 CERAMIC TILE: 3"X6" GC SUPPLIED & WASHROOM ONLY SURFACE ALLOWED UNLESS SECOND COAT T IV I L LW O R < HANG BARS AND DRAPERY CT-1 GROUT: 2 COATS MAPEI #19 PEARL CONSENT IS GIVEN BY DALTILE: SUBWAY SERIES INSTALLED INSTALLED BY GC GREY, ONE THICKER COAT TO COVER ARITZIA DESIGN PM ATTAC - IV E N TS COLOUR: 0790 ARCTIC WHITE THINSET MORTAR AND ONE FINAL TYPICAL WV-4 TYPE: 3/4" FIRE RATED MDF MILLWORKER SUPPLIED SUSPENDED CEILING IN FINISH: MATTE THICKNESS COAT TO OBTAIN CORRECT SEE ELEVATIONS FOR PANELS GC INSTALLED SALES AREA GROUT: CUSTOM BUILD PRODUCTS GROUT COLOUR LOCATION OF GROUT VENEER: N/A -BRIGHT WHITE #386 WORK FINISH: SHOP FINISHED TO MATCH CLOSET RODS MANUFACTURE: CBH GL-1 PRICE (AND SHOW IN THE TENDER) FOR GC SUPPLIED & STOREFRONT GLAZING PT-1 WITH CHEMCRAFT MILLWORKER FINISH: POLISHED CHROME SEE SPECIFICATIONS FOR 220-214-SBA BOTH OF THE FOLLOWING OPTIONS: INSTALLED SUPPLY ROD: 761 1" DIAM. OPTION 1: SEALED UNITS W/TEMPERED SPECIFIC APPLICATION WITH PLASTOFIX & INSTALL BRACKET: 741 1" ONE OPEN FLANGE AND ONE CLOSED 440-1750-70 FLANGE PER CLOSET CLEAR GLASS WITH NO TINT LOW E HARD SALES FLOOR TILE - CERAMIC OWNER SUPPLIED NO ALTERNATIVES TO COLOURCOAT TO MATCH -#5, IN/OUT, STAFF UNIT CLOSETS #CASH DESKS, 1 COATING. ST-4 TYPE: STONE STRUTURATO GC INSTALLED SPECIFIED MATERIALS PT-1 WITH A CLEAR 2 LOCATION: OPTION 2: SINGLE PANE TEMPERED COLOR: ECOTECH GREY ALLOWED UNLESS COMPONENT POLYURATHANE CLEAR GLASS WITH NO TINT LOW E HARD DIMENSIONS: STANDARD TILES CONSENT IS GIVEN BY TOP COAT FII IING ROOM MANUFACTURE: CBH COATING. CUT TO CUSTOM SHAPE 3"X16" ARITZIA DESIGN PM DRAPERY RODS FINISH: POLISHED CHROME GROUT: MAPEI #98 WATERFALL MILLWORKER ROD: 761 1" DIAM. PILKINGTONS OPTIVIEW ANTI REFLECTIVE SUPPLIER: OLYMPIA GLASS RECOMMENDED SUPPLIED BRACKET: 741 1" ONE OPEN FLANGE AND CONTACT: SHERRY AKEF & GC INSTALL CELL: 604.616.7415 ONE CLOSED FLANGE PER RUN FOR 5MM BEVEL EDGED PAR MIRROR GC SUPPLIED & MUST HAVE CRL CATEGORY II SAFETY DIRECT: 604.294.2539 EXT.227 FITTING ROOMS 1-6 & 9-11. GL-2 FITTING ROOMS 7&8 HAVE CUSTOM INSTALLED BACKING EMAIL:sakef©olympiatile.com RODS AND BRACKETS SEE 10.16 5MM PAR MIRROR WITH RADIUSED GC SUPPLIED & REAR WOF MIRROR MUST HAVE CRL DOOR H A R D WA R - sc -D U LE DOOR RAVE LOCATION: FITTING ROOMS 1-6 & 9-1 1. SIZED GL-3 CORNERS INSTALLED CATEGORY II SAFETY BACKING STC-1 INTERIOR ROCK DASH STUCCO FINISH GC SUPPLIED NO ALTERNATIVES TO / TO FIT, SITE CHECK TO CONFIRM. TYPE: CUSTOM STUCCO FINISH. GC INSTALLED SPECIFIED MATERIALS GL-4 5MM CUSTOM SANDBLASTED MIRROR MILLWORKER SUPPLIED FITTING ROOM MIRROR #1 MATERIALS: a) STUCCO COMPOUND ALLOWED UNLESS b) #7 Y4 MINUS ROUND PEA CONSENT IS GIVEN BY EXISTING BASE BUILDING STEEL DOOR & FRAME, GC TO COORDINATE FITTING ROOM MANUFACTURE: CUSTOM GC INSTALLED MUST HAVE CRL CATEGORY II SAFETY ARITZIA DESIGN PM D1 INSTALLATION OF ANY NEW CODE COMPLIANT DEVICES THAT MAY BE HOOKS & HANG FINISH: MT-2 BACKING GRAVEL. FINISH: ONCE SET MINIMUM 3 COATS OF REQUIRED AS PER SCHEDULE. ADVISE ARITZIA PM OF ANY DISCREPENCY BARS: OWNER MODEL: CUSTOM SEE 10.16 GRPH-1 GRAPHIC IMAGES (ON CANVAS) OWNER SUPPLIED & INSTALLED ON WALLS BY OWNER PT-1 SPRAYED ONTO SURFACE SEE ELEVATIONS FOR PRIOR TO PURCHASING PARTS. SUPPLIED LOCATION: FITTING ROOMS INSTALLED LOCATION OF STUCCO GC TO INSTALL WORK o DRAPERY MANUFACTURE: WESTERN MARINE COMPANY GRPH-2 INDIVIDUAL ARTWORK OWNER SUPPLIED & _i o ATTACHMENTS FINISH: POLISHED CHROMED STEEL SNAP HOOK 3 15/16" O.A. SEE SPECIFICATIONS FOR 1 . EMERGENCY PANIC DEVICE (IF NOT ALREADY INSTALLED) o_ -' OWNER SUPPLIED MODEL: SED 156100-1 (1600LBS BREAK STRENGTH) SALES FLOOR BASEBOARD MILLWORKER SUPPLIED GC SEE 06.6 FOR DETAILS SPECIFIC APPLICATION GC TO INSTALL LOCATION: FITTING ROOMS (MD-1) TECHNIQUES D INSTALLED & FINISHED _ SARGENT 12-8910-613 (MD-2) BACKROOM BASEBOARD MILLWORKER SUPPLIED GC SEE 06.6 FOR DETAILS WD_1 WOOD: SOLID RIFT CUT OAK MILLWORKER SUPPLIED MILLWORK ELEMENTS 2. CLOSURE (IF NOT ALREADY INSTALLED) INSTALLED & FINISHED FINISH: WIRE BRUSHED FINISH & GC INSTALLED WHERE NOTED. ONE - NORTON UNI-8501 BF-DAX 690 w I &STAINED TO MATCH WD-2 (MD-3) WINDOW DISPLAY BASEBOARD MILLWORKER SUPPLIED GC SEE 06.6 FOR DETAILS WITH 1 CLEAR COAT LAQUER SHOP FINISHED ' INISHED. D 3'-0" - INSTALLED & FINISHED AT 90° WITH A SECOND COAT 3. FLOOR MOUNTED STOP (IF NOT ALREADY INSTALLED) LE o 3'-O V I S C -A R D WA R E S C -D U E (MD-4) ROUND FITTING ROOM TRIM MILLWORKER SEE 06.6 FOR DETAILS OF CLEAR LAQUER AT 15° ONE - IVES FS436 630 J Q J DOOR: EXIST. 3'-0" X 7'-0" ITEM DESCRIPTION WD-2 WOOD: SOLID RIFT CUT OAK STAINED MILLWORKER SUPPLIED STOREFRONT GLAZING z Q X 1 3/4" STEEL DOOR (MD-5) STOREFRONT MOULDING MILLWORKER SUPPLIED GC SEE 06.7 FOR DETAILS TO MATCH DESIGNERS & GC INSTALLED FRAMES. °Z FRAME: EXIST. STEEL FRAME RETRACTABLE CABLE MANUFACTURER: SE-KURE CONTROLS INC. INSTALLED & FINISHED SAMPLE WITH TBD LAQUER. SHOP FINISHED. o- FOR DETAGGER DRAWER INSTALLATION: SCREW TO BASE OF DETAGGER DRAWER (SEE 07.16) MIRROR #1 MOULDING MILLWORKER SUPPLIED GC SEE 06.6 FOR DETAILS ¢°0 I STAFF DESK MODEL: HEAVY DUTY "D" RECOILER WITH LASSO (MD-6) INSTALLED & FINISHED WOOD: 3/4" X 3" SOLID RIFT CUT OAK MILLWORKER SUPPLIED STOREFRONT COLUMNS ITEM NO.: SK-4623 WD-3 STRIPS & GC INSTALLED AND WALL FACES WHERE " CABLE END: 23 LASSO END ( MIRROR #2,3,4,5 MOULDING MILLWORKER SEE 06.6 FOR DETAILS 02 SOLID CORE SLAB WOOD DOOR, 32 X 6'-8" X 1-3j4 , PAINT GRADE, # MD-7) FINISH: STAINED TO MATCH DESIGNERS SHOWN IN ELEVATIONS. WOOD FRAME AND CASINGS TO SUIT \ SIZE: 13/6"W X 23/4"L X 23/4"H SAMPLE WITH TBD LAQUER. SHOP FINISHED. MD-8 CUSTOM DOOR TRIM MILLWORKER SUPPLIED GC SEE 06.6 FOR DETAILS INSTALLED & FINISHED PAINT FINISH-SHOP FINISHED MILLWORKER FOR MIRROR SHOP FINISHED 1. 1 EACH PRIVACY SET SCHLAGE AL40S-JUP-626 (SATIN CHROME) CUSTOM DOOR MOULDING MILLWORKER SEE 06.6 FOR DETAILS WITH PLASTOFIX FINISH: CHEMCRAFT 220-214-SBA #1 MIRROR #1 (MD-9) 2. STAINLESS STEEL KICK PLATES ON BOTH SIDES OF DOOR - --- 440-1750-70 ONE - IVES 8400 - B4E - 8" X WIDTH LESS 1" - ■ ID-10) STUCCO BASE DETAIL GC INSTALLED & FINISHED SEE 06.6 FOR DETAILS COLOURCOAT TO MATCH BENJAMIN MOORE 2132-10 3. FLOOR MOUNTED STOP: io POLISHED BLACK FINISH ON ALUMINUM OWNER SUPPLIED CUSTOM SIGNS AT STOREFRONT (BLACK) WITH A CLEAR 2 ONE - IVES FS436 630 MT-1 FOR STORE SIGNS GC INSTALLED COMPONENT POLYURATHANE TOP COAT 4. HINGES WF-1 WOOD FLOORING OWNER SUPPLIED & GC FLOORS IN WINDOW 3 EA. HINGES IVES 3CB1 HW-4.5X4.0 - 652 'AGED BRONZE' POWDER COAT STEEL WORKER ALL STEELWORK UNLESS • ENGINEERED RIFT CUT WHITE OAK /6 0 0 �, 2'-8" �, MT-2 5 �° INSTALLED DISPLAYS TYPE: PRISM POWDERCOAT HC-0175-SD NOTED OTHERWISE THK VENEER x 3Y4"W x 1'-6"L T&G w FS SMOKE ENGINEERED FLOORING WITH A FINISH TO MATCH DESIGNERS SAMPLE. a_DOOR: NEW 32" X 6'-8" X 1 < COMBINATION HANDSCRAPE AND D(") 3/4" S.C. WOOD SLAB DOOR BLACK PLASTIC LAMINATE MILLWORKER CASH DESK WORKSURFACES, DOORS AND WIRE BRUSH FINISH. FINISHED WITH m z (TO BE PAINTED BY GC) P LAN-_R SC - _-D U _E PL-1 TRIP TRAP (WOCA) WOOD FLOOR PREP v o FRAME: NEW WOOD FRAME SUPPLIER: FORMICA DRAW FACES SOLUTION. 2 COATS TRIP TRAP ( GC) PLANTER DESCRIPTION COLOUR: 909-58 BLACK MAI I E (WOCA) MASTER COLOUR OIL (TINTED TO BE PAINTED BY GC TO MATCH DESIGNERS SAMPLE OR PLT-1 OWNER SUPPLIED: GC INSTALLED TINT SPEC) AND 1 COAT OF TRIP ML-1 BLACK MELAMINE BOARD MILLWORKER CASH DESK, STAFF DESK, LOOK-UP DESK 8 NEW CUSTOM WOOD DOOR AND FRAME, 3'-0"x 8'-6" PLANTER SIZE: REFER TO DWG ???? SUPPLIER: MILLWORKER INTERIORS ONLY & CLOSET INTERIORS TRAP (WOCA) FINISHING PASTE - ??? LOCATION: STOREFRONT COLOUR: BLACK MATTE STANDARD STRIP INSTALLATION 1. LEVER LATCHSET - OMNIA #368 US10B (OIL RUBBED BRONZE) 02.? CEILING HEIGHT: 11'-0" TYPE OF PLANT: TBD PAINT FINISH . PULL SIDE DOOR CLOSURE HARDINESS: MODERATE - STRONG PT-1 co GC SUPPLY & FINISH NO ALTERNATES TO SPEC ALLOWED ONE - NORTON 7501 - BFH - REG - 690 COMBINED HEIGHT: 4' POT & PLANT HGT. BENJAMIN MOORE ECOSPEC: GENERAL WALLS & STUCCO WALLS POT SIZE: 12"0 X 12"H CC-20 DECORATORS WHITE 3. FLOOR MOUNTED STOP: FINISH: EGGSHELL ACRYLIC LATEX ONE - IVES FS436 630 io LIGHT QUALITY REQ.: MEDIUM Co QUANTITY: 1 PAINT FINISH GC SUPPLY & FINISH NO ALTERNATES TO SPEC ALLOWED 4. HINGES PT-2 BENJAMIN MOORE ECOSPEC: GENERAL CEILINGS 5 TA786 - 5" X 5" -613 PLT-2 OWNER SUPPLIED: GC INSTALLED 2137-60 GRAY OWL PLANTER SIZE: REFER TO DWG ???? FINISH: FLAT ACRYLIC LATEX 5. KICK PLATES ON BOTH SIDES OF DOORS, LOCATION: FITTING ROOM AREA w CEILING HEIGHT: 9'-6" ONE - IVES 8400-1034 US3 POLISHED BRASS 10" 34" a_ I TYPE OF PLANT: TBD PAINT FINISH CO SUPPLY & FINISH NO ALTERNATES TO SPEC ALLOWED (OPTIONS: B4E & CS) S.S. - 10 X 34 o_ 3-0 PT-3 BENJAMIN MOORE ECOSPEC: FITTING ROOM WALLS c ) k HARDINESS: MODERATE - STRONG CC-20 DECORATORS WHITE J COMBINED HEIGHT: 5' POT & PLANT HGT. FINISH: EGG SHELL ACRYLIC LATEX cr I- DOOR: NEW 3'-0" x 8'-6" POT SIZE: 12"0 X 12"H z CUSTOM. DOOR LIGHT QUALITY REQ.: MEDIUM PAINT FINISH GC SUPPLY & FINISH NO ALTERNATES TO SPEC J FRAME: NEW CUSTOM WOOD QUANTITY: 1 PT-4 BENJAMIN MOORE ECOSPEC: ALLOWED FRAME 2137-60 GRAY OWL FITTING ROOM CEILINGS g 0 FINISH: FLAT ACRYLIC LATEX PAINT FINISH GC SUPPLY & FINISH NO ALTERNATES TO SPEC ALLOWED 04 NEW CUSTOM ENTRY SLIDING DOOR, 8'-2" X 11'-0", WITH LG -TNG SC - -D U L- PT-5 BENJAMIN MOORE ECOSPEC BACKROOM, WASHROOM WALLS DISCRETE INTEGRATED MAN DOOR 0020 DECORATORS WHITE 4110 FINISH: EGGSHELL ACRYLIC LATEX 1. RECESSED TRACK IN BULKHEAD SEE RCP DRAWINGS 01.5 FOR LIGHTING SCHEDULE. PAINT FINISH GC SUPPLY & FINISH NO ALTERNATES TO SPEC A: MILLWORKER TO RECOMMEND SIZE AND CAPACITY OF RECESSED o PT- 6 TRACK BASED ON SIZE AND WEIGHT OF DOOR. _ LIGHTING SCHEDULE IS INTENDED TO BE COMPLIMENTARY TO LIGHTING SCHEDULE PROVIDED BENJAMIN MOORE ECOSPEC ALLOWED B: HIDDEN SOSS HINGES TO USED ON DISCRETE MAN DOOR.FINISH TO ,-- BY ELECTRICAL CONSULTANT. CC20 DECORATORS WHITE AREAS: TBD BE SOSS US4 SATIN BRASS °D FINISH: FLAT ACRYLIC LATEX io 2. DOOR PULLS PAINT FINISH GC SUPPLY & FINISH NO ALTERNATES TO SPEC TYPE: CUSTOM PT-7 BENJAMIN MOORE ECOSPEC ALLOWED TBD AREAS: TBD 3. LOCKSET FINISH: FLAT ACRYLIC LATEX TYPE: PROVIDED BY OWNER , 3'-0" X NOTES 0 PT-8 PAINT FINISH GC SUPPLY & FINISH NO ALTERNATES TO SPEC 4. 2xCUSTOM DROP BOLTS, MOUNTED ON INSIDE FACE OF DOORS i 8'-2" i Li BENJAMIN MOORE IMPERVO 133 ALLOWED a_ WITH CUSTOM FLOOR STRIKES CC20 DECORATORS WHITE BACKROOM & WASHROOM °w NO SUBSTITUTIONS OF MATERIALS OR PRODUCTS WILL BE ACCEPTED WITHOUT PRIOR APPROVAL BY DESIGNER ENAMEL HIGH GLOSS DOORS & TRIM Y Q DOOR: NEW 8'-2"' x 1V-0" i- 0� CUSTOM. WOOD DOOR Z FRAME: N/A M0 owner consultants north revisions revisions scale date architect seal project sheet title („„.........-....)3, DAVID A. UDKOW, ARCHITECT AS NOTED NOV. 7, 2008 11881 North.1 13th Way of_ © 0 drawn checked Scottsdale, Arizona 85259 �_ i •in:; 2ut 0 (480) 614-3385 / (480) 614-0209 Fax Ai' + SH DAU store no. sheet no. E-mail: davidaudkow @cox.net 1' ■i roe DA -a . UMW WASHINGTON SQUARE 1 6 UNIT CO2 5 _. .,.... (9.7...) .. #42 00.4 2182 9585..SOUTH WEST WASHINGTON SCOTTSDALE, AZ SQUARE ROAD 4 Dec 18th-08 Issued for building permit SCHEDIJLES TIGARD, OREGON _ - - _ This drawing is copyright property of Aritzia LP and may not be reproduced vel°1)4414 97223 3 Dec 15th-08 Issued for prelim LL review without written permission.All designs and other information shown on this 0 F ak'" drawing are for use on the specified project only and shall not be used Dec 12th-08 Issued to LL for initial schedule otherwise without written permission of Aritzia LP.Written dimensions shall have precedence over scaled dimensions.Contractors must verify all job 204-611 Alexander Street 2 C work dimensions,drawings,details,and specifications and report any errors, Vancouver, BC V6A 1 E 1 omissions or discrepancies to the designer before proceding with any 1 Nov 28th-08 Issued to M&E consultant work. T. 604.251.3132 F. 604.251.6575 no. date issue Drawing Issue REV or SK No. ISSUES/REVISIONS SUB I 0 u i STORE SIDE 0 II SUB EXIST TENANT I I� - EXIST TENANT NEW STORE CONSTRUCTION ■ ► :'"--rl1ll1llL.--'_ NEOPRENE PAD BETWEEN L-- — - J END OF HOARDING AND NEUTRAL STRIP TO REMAIN 0 0 NEUTRAL PIER NEOPRENE PAD BETWEEN END OF HOARDING AND NEUTRAL PIER (I . -\ o G- ii.) Er Q ° LEASE LINE. �W j M 0 M 14'-21/4" / 6'-31/2" , 10'-10 5/8" / 31'-4 3/8" / MALL COMMON AREA 00.9 rTh PLAN - STOREFRONT BARRICADE 0(2.9 Scale: 1/2" = 1'-0" ALL SCREW HEADS TO BE COVERED DOOR SPEC WITH DRYWALL MUD AND SANDED. 2x 3'X6'-8" HOLLOW CORE STEEL DOORS AND FRAME WITH REMOVABLE NO TAPING OF JOINTS REQUIRED. TRANSOM ABOVE TO 10'-0". COORDINATE BARRICADE INSTALL WITH FLUSH MOUNTED WITH NO EXPOSED HINGES AND NO HARDWARE. MALL OPERATIONS AT WAS-I N GTO N BARRICADE TO BE SECURED IN PLACE DOORS TO SWING INTO RETAIL SPACE. FROM THE STRUCTURE ABOVE AND DOORS TO BE ONLY USED FOR MOVING LARGE ITEMS. SQUARE DEMISING WALLS. HASP AND PADLOCK ON INTERIOR SIDE OF DOOR. BARRICADE GRAPHICS TO BE SUPPLIED AND INSTALLED BY OWNER. MALL BULKHEAD di 18'-6"A.F.F.1 "� MALL BULKHEAD di , 17'-6"A.F.F. LINE OF EXISTING MALL BULKHEAD Z REMOVABLE TRANSOM — ilk 1.1-1 J 3 5/g" STEEL STUD DRYWALL OPENING FOR DOORS 3 z 0 CONSTRUCTION WITH AND TRANSOM TO HAVE TAPED )ii' CONT. NEOPRENE PAD GWB FACE, FLUSH AND SANDED J MOULD EDGED 00.9 o o� BETWEEN HOARDING MOUNTED INTO OPENING FOR FLUSH FINISH I''° o� V SHEET OF VISQUEEN DUST LINE OF EXISTING AND MALL CEILING TO ALLOW FOR GRAPHICS MALL BULKHEAD PROTECTION FROM TOP OF MALL BULKHEAD BARRICADE TO MALL BULKHEAD 14'-5 3/4"A.F.F. I / LINE OF NEW STOREFRONT \ EXISTING STOREFRONT -• NEUTRAL PIER PRIOR TO DEMOLITION TO REMAIN AS IS M 3-5/8" METAL FRAMING AT 16" OC. PROVIDE HORIZ q q STIFFENERS AT 4'-6" MAX " GWB ON :7-t" 3%" STEEL STUD GRAPHICS SUPPLIED GRAPHICS SUPPLIED BY OWNER BY OWNER 5/8" GWB BRD MALL SIDE INSTALLED BY GC INSTALLED BY GC ONLY. TAPED AND SANDED o FOR GRAPHICS 0 r 3-5/8" METAL BRACE TO BASE NEUTRAL PIER TO -- G° REMAIN AS IS SAND BAGS ON BASE , ,,,sn.- / HOARDING ON CONT. / /7. NEOPRENE PAD I FINISHED FLOOR _ FINISHED FLOOR 0'-0"A.F.F.IV 6" SOLID WOOD HOARDING ON CONT. NO FLOOR PLATE STORE MALL BASE PAINTED NEOPRENE PAD ACROSS DOORWAY SIDE 1'_2" SIDE BLACK SEMIGLOSS 5-10 7/8" 14'-21/4" 6'-31/2" 10'-10 5/8" 5'-10 7/8" 3-0 / r n / CD 9 ELEVATION - STOREFRONT BARRICADE 3 SECTION - STOREFRONT BARRICADE Scale: 1/2" = 1'-0" 00.9 Scale: 1/2" = 1'-0" owner consultants north revisions revisions scale date architect seal project sheet title DAVID A. UDKOW, ARCHITECT AS NOTED NOV. 7, 2008 1 1881 North 1 13th Way 0 0 �. 0 1 0 drawn checked Scottsdale, Arizona 85259 �, \-_- `--� '"�"(.,44 %........17-- 480 614-3385 480 614-0209 Fax �'_ '" �� ` �--� i SH �}/�U Q ( ) / ( ) x . store no. sheet no. �' E-mall: davidaudkow @cox.net yf 9 7 �!' ' WASHINGTON SQUARE g 6 DAVID A. UDK0 1f 9( S UNIT CO2 '`'�'2 ,� SOUTH WEST WASHINGTON 5 2182 SQUARE ROAD 4 Dec 18th-08 Issued for building permit •SCOTT BARI:ICk-AelDttEst SDALE, AZ TIGAR97 OREGON EGON _ _ This drawing is copyright property of Aritzia LP and may not be reproduced ti,), ` 3 Dec 15th-08 Issued for prelim LL review without written permission.All designs and other information shown on this y drawing are for use on the specified project only and shall not be used '" Dec 12th-08 Issued to LL for initial schedule PLAN otherwise without written permission of Aritzia LP.Written dimensions shall have precedence over scaled dimensions.Contractors must verify all job 204-611 Alexander Street olie... 2 C work dimensions,drawings,details,and specifications and report any errors, Vancouver, BC V6A 1 E1 omissions or discrepancies to the designer before proceding with any 1 Nov 28th-08 Issued to MBE consultant work. T. 604.251.3132 F. 604.251.6575 no. date issue Drawing Issue REV or SK No. ISSUES/REVISIONS 0 0 0 0 D 0 B Cipk 134'-41/2" 41/2 // 9'-8" �, 20'-0" 20'-0" 20'-0" 20'-0° ,.. 20'-0" / 20'-0" / 3'-10 3/4" 4" ........... ....... I__A> . 10 O II H 0 0 0 0 — N\ L I p i ( I ____. 1 Ili) t \ / H II 1 0 fi -- . g - - g - 4 0 0 0 1 -!--1 s NI t Illik• 0 \ CNI 1 =)---I t 0 I a ; it 0 © . ® - ® e N■ -.•111111/- r II II H , ( \ 41) II IL— � I L _ 1 7 .............- 4 ' \ 10 n , t — I L-- II 74'-11" / 15'-1 1/4" / 20'-0" / 20'-0" / 3'-101/2" // 5 1/2" 1 DEMOLITION PLAN 01.0 Scale: 1/4" = 1'-0" DEMOLITION KEY NOTES DEMOLITION LEGEND DEMOLITION NOTES DEMOLITION NOTES CONT. 0 SEE SECTION C IN DIVISION 1 ON DRAWING 9• PROVIDE, ERECT AND MAINTAIN BARRICADES, LIGHTING AND REMOVE EXISTING INTERIOR WALLS/DOORS, SHOWN EXISTING BASE BUILDING WALLS TO REMAIN GUARD RAILS AS REQUIRED BY APPLICABLE REGULATORY DASHED 00.1 FOR ADDITIONAL DEMOLITION ADVISORY TO PROTECT OCCUPANTS OF BUILDING, WORKERS, REQUIREMENTS AND PEDESTRIANS. ® REMOVE EXISTING GWB & T—BAR CEILINGS – — —– EXISTING CONSTRUCTION AND/OR FIXTURES TO BE 10. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL REMOVED 1. PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE OF ALL UNUSED, ABANDONED AND EXTRANEOUS ITEMS. EI:: REMOVE EXISTING LIGHTING. AUTHORITIES HAVING JURISDICTION AND ALL CONDITIONS SET BURNING MATERIAL ON SITE IS NOT PERMITTED. FORTH IN THE LEASE. 11. DO NOT BLOCK REQUIRED EXITWAYS. ERECT BARRICADES c) REMOVE ALL ELECTRICAL AND MECHANICAL LINES THAT 2. CONTRACTOR TO VERIFY FIELD CONDITIONS AND NOTIFY AND TEMPORARY LIGHTING IF REQUIRED TO MAINTAIN EGRESS ARE NOT SPECIFICALLY INTENDED TO REMAIN. REFER TENANT PROJECT MANAGER AND ARCHITECT OF ALL PATH OF TRAVEL. TO ELECTRICAL AND MECHANICAL SHEETS FOR DISCREPANCIES BEFORE PROCEEDING WITH WORK. INFORMATION ON EXISTING ELECTRICAL AND 12. DO NOT ALLOW DEMOLISHED MATERIAL TO MECHANICAL EQUIPMENT TO REMAIN FOR RE—USE. ALL 3. REMOVE AND DISPOSE OF ALL EXISTING INTERIOR COLLECT AND CREATE A HAZARD. REMOVE FROM UNUSED ELECTRICAL WIRING SHALL BE PULLED BACK PARTITIONS, DOORS DROPPED CEILINGS, CEILING SUSPENSION SITE ON A REGULAR BASIS, DAILY IF REQUIRED. TO THE MAIN SWITCH GEAR, ALL UNUSED PLUMBING SYSTEMS, SOFFITS, MERCHANDISE DISPLAY FIXTURES, LINES SHALL BE CAPPED IN THE WALL, OR BELOW SHELVING, AND WALL BRACKETS, UNLESS OTHERWISE NOTED. 13. THE ARCHITECT HAS NO KNOWLEDGE OF AND FLOOR. SHALL NOT BE HELD LIABLE IA ANY ASBESTOS 4. EXERCISE EXTREME CARE DURING DEMOLITION AS TO NOT OR OTHER HAZARDOUS MATERIALS ARE O REMOVE EXISTING DATA CABLING IN THE CEILING DISRUPT OR DAMAGE ANY EXISTING UTILITIES OR SPRINKLE DISCOVERED DURING CONSTRUCTION. THE SPACE LINES WHICH SERVICE ADJACENT TENANTS. GENERAL CONTRACTOR SHALL ISOLATE THE AFFECTED AREA CONTRACTOR WILL BEAR THE SOLE RESPONSIBILITY OF ANY AND CONTACT THE OWNER FOR FURTHER CDREMOVE ALL EXISTING FINISH FLOORING MATERIALS SUCH DISRUPTION OR DAMAGE. INSTRUCTIONS BEFORE PROCEEDING. WITHIN LEASE SPACE, CLEAN AND PREPARE EXISTING SLAB FOR NEW FLOORING FINISHES. SEE SECTION d 5. COORDINATE THE REMOVAL, DISCONNECTION AND/OR 14. FOR ANY DAMAGES CAUSED BY THE EXISTING UNDER DIVISION 3 FOR FLOOR PREP FOR NEW CAPPING OF ANY UTILITIES WITH LANDLORD'S FIELD WATER LEAKAGES AND MOLDS. SURFACE REPRESENTATIVE. ALL ABANDONED ELECTRICAL, TELEPHONE 7 REMOVE EXISTING WASHROOM FIXTURES AND CAP CONDUIT, PLUMBING LINES, DRAIN LINES AND MECHANICAL 15. COMPLY WITH APPLICABLE LOCAL, PROVINCIAL, PLUMBING LINES IN READYNESS FOR NEW TILE DUCTWORK AS THE RESULT OF DEMOLITION SHALL BE STATE OR FEDERAL CODES AND REGULATIONS FINISHES & NEW FIXTURES. RETAIN HC GRAB BARS REMOVED BACK TO THE LANDLORD'S ORIGINAL POINT. PLACE PERTAINING TO SAFETY OF PERSONS, PROPERTY FOR RE—INSTALLTION. MARKERS TO INDICATE LOCATION OF DISCONNECTED AND ENVIRONMENTAL PROTECTION. SERVICES. 16. COORDINATE DEMOLITION WORK WITH cii: REMOVE EXISTING MILLWORK, BUILT IN OR OTHERWISE 6. HVAC SUBSCONTRACTOR TO INSPECT EXISTING CONDITIONS STRUCTURAL, ELECTRICAL AND MECHANICAL PRIOR TO DEMOLITION, AND DETERMINE WHETHER ANY DRAWINGS. 0 REMOVE EXISTING STORE RACKING & FIXTURES COMPRESSOR REFRIGERANT LINES ARE PRESENT THAT DUCT 17. COVER AND TAPE ALL RETURN AIR DUCTS DURING BE PROPERLY DRAINED (TO E.P.A. STANDARDS) PRIOR TO DEMOLITION DEMOLITION. SEE DEMOLITION NOTES IN MEP SPECIFICATIONS. CD EXISTING STORE FRONT MILLWORK AND RELATED STRUCTURE TO BE REMOVED TO UNDERSIDE OF MALL 7. NO DEMOLITION IS TO TAKE PLACE ANYWHERE OUTSIDE OF BULKHEAD. THE TENANT LEASED PREMISIS WITHOUT THE APPROVAL OF EXISTING GLASS, GLAZING FRAMES AND WOOD THE LANDLORD AND COORDINATION WITH NEIGHBORING 1 CLADDING AROUND COLUMNS TO BE REMOVED TO TENANTS. UNDERSIDE OF MALL BULKHEAD. 8. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS EXISTING ENTRY DOORS TO BE REMOVED ALONG WITH REQUIRED TO ACCOMODATE NEW WORK, PREVENT MOVEMENT I ASSOCIATED HARDWARE AND SUPPORT STRUCTURE. OR SE I I CEMENT OF STRUCTURE(S). PROVIDE BRACING OR SHORING AS REQUIRED. GENERAL CONTRACTOR WILL ASSUME LIABILITY FOR SUCH MOVEMENT, SEI I LEMENT, DAMAGE OR INJURY. owner consultants architect seal north revisions revisions scale date Project sheet ti DAVID A. UDKOW, ARCHITECT AS NOTED NOV. 7, 200$ fe,"0„..,„„.......... 1 1 88 1 North 113th Ways p p :::, SH 0 r 1"n"."*N 0 (480) 614 3385 / (480) 4 09 Fax no. sheet no.tiAl: E-mail: davidaudkow @cox.net 7 0 c DA D A. UDKOW WASHINGTON SQUARE 6 21 (1(9405 UNIT CO2 5 #421 01 .0 • • -SOUTH WEST WASHINGTON Mkt \\.,..........„ L SCOTTSDALE, AZ SQUARE ROAD 4 Dec 18th-08 Issued for building permit '14 c.t: -..y TIGARD, OREGON DEMOLITION This drawing is copyright property of Aritzia LP and may not be reproduced 97223 3 Dec 15th-08 Issued for prelim LL review without written permission.All designs and other information shown on this drawing are for use on the specified project only and shall not be used OF Dec 12th-08 Issued to LL for initial schedule P LAN otherwise without written permission of Aritzia LP.Written dimensions shall 2 have precedence over scaled dimensions.Contractors must verify all job 204-611 Alexander Street C work dimensions,drawings,details,and specifications and report any errors, Vancouver, BC V6A 1 E 1 1 omissions or discrepancies to the designer before proceding with any Nov 28th-08 Issued to M&E consultant work. T.604.251.3132 F. 604.251.6575 no. date issue Drawing Issue REV or SK No. ISSUES/REVISIONS 0 0 0 0 D B A ADJACENT TENANT 0 BROOKSTO \I - 0 0 0 134 1-41/2 1, 41/2 9'-8" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 3'-10 3/4" 1/4" r r a f e o - / ±16'-2 3/4" ±13'-1" 21-8" HOLD 12'-0"GWB TO GWB HOLD 1'-6" HOLD 12'-0"GWB TO GWB HOLD 11-6: HOLD 12'-0"GWB TO GWB HOLD 11-6" HOLD 15-71/4"MILLWORK TO MILLWORK HOLD 12'-0"MILLWORK TO MILLWORK HOLD 3'-0" ±12'-71/2" HOLD 3'-0" HOLD 12'-0"MILLWORK TO TILE 2'-10" // IMAGE#1 IMAGE# 2 IMAGE#3 r W4 1 2- R fi v. - -- � .- .,, � � ,.. ., .- �� .� .- - � - --,. ', ,;'�;; -.- „- .ter „�.-_ .. � -=: _ � ., ., ._. - _ - ',;M„MAR�. - - - �� _ _ - - - - - --- � ., - . .. ., -. - ...... „ _., - -�- -- -------, _,..�! ."'rte` . .-.+!k"+r}l; !I�MMMA. .i�wlt -r`-' --_. ,. r � , -. -- -:-- -. .-.�, >. ,-: -.. ,!Yir ,l!, '.; �--= --.'-�- --'-`-- +riSllii!`--. _**At nMNMr -�E:= f""'� liiit�.,', .- ,. P ., � ,. - - -'- --- - - ,� rK}tlw±i±�w�- -. ;, z � ..r .-. VY��WYY��- wiw11!7 '';:'�' �_..�- ,---- .. ° - MIRROR 2 ■ - I IO , !# _- ' ■ ■I it ■ • MALL - z ■ � � ■ , I �I■i - - =- -= - _ _ =- I� ■- =__ i EXIT CORRID?R 4 •9I � �1� �� CLOSET #1 ��.�;� �;� _�., EXTERIOR D3 0 107.- ,,, - et Ill IL 1 fl 1 R 1� N 1 11 D1 W2 Q 8 z,, 4'-0 1/4" 1'-2" 06.1 fil) N MANNEQUIN 06.1 MANNEQUIN P1/2" 2 4 HOLD 3-8 6 6 3/ HOLD 3-8 - STAFF �. II'' il' ""=�_ _ �� _ , , DESK W8 W4 021 W4 STAND 021 STAND 2-s = I - - - PLT-1 !miligeo I UNI ' 02.4 �- CASH DESK 40"x42" I ca © l 0 1 Bi E 10'-1° - 5'-9" FR.9 FR.1O ' �L 06. ® L - - _ PLANTER li II Wg*Ill II m lira‘ I -111itri 11" 1'-8" MALL -i- -�- _�.�Fre 0 40 x42 I � I , -1 (11) ;I' 6) kt c+1 P_ANTER 1 - i��i --. , iii il,. r:' � iii k' FR.8 ! p -I SALES 10 ii, ,,110 MALL FR 7 MIRROR #1 I 02.1 ' 03.1 N I _ BACK - w4 WITH �,•r W4 AREA CORRIDOR ev ROOM 14'-0" 21-8" �� 1 02.1 0 s j �i �■ II FRS FIIIING I' Bill, _• fl II mil - AREA f i 51-9 1/4 ao ao • 11-2" • - �- 04.1 I PLANTER 71/2" 3'-0" '-13/4' 51/2" ik �' M mono .� os. - #2 l I 2 M 1 -...■ .4004 FR5 5. �!rr. D2 / - LOOKUP; `� 04.1 © 06. I'' 02.1 m 0 . 0 05.1 DESK &' r-2" _©_ -`�. 021 221/2" 32114" 5" iiiiIo WASHROOM +2 CB - 4 © STEREO & 8 - - .---= . - - - • 1, , Ll _ai 0, ACCESSO Y :-;1- ® I W8 t LOSET #3 & 06.1 , UNIT_ - _ +1 CBH MIRROR #3 N I MIRROR #4 .4 FR.3 FR.2 FR.1 _ _ _ _ ( 0 \ 111 _ _ I . ""'":' 1 u.......mII..B.mp 1 ,.- I - W6 W6 1 0 12 1.1111. ii , in MOW 111.111111 I ,,, i r...._.,z, II I , , II l I -- -- 1 N 9 I N " - wfwlw:., - - Mirlr' �+"wi ` ..- - www• '.IiwR ( `- / -• ■iw.0 -ww�l - --- `wwwl. ws a 1,' awliil. rwi www" .rw"+Irl" wwiRwa w-w iwiw -�lwr www ww_ - �ww- wwlw- wlww- ir"w;.---Mriw- wwwl _ __ t I• , ©P d .I ■il .... �. .�. �.. _ 21 I '� 021 a21 it 021- 0 51" 1'-6" 221/2" FRAMED ART FRAMED ART FRAMED ART ! -�- - 02.1 ! .. I WI D0� th,Iii, HOLD 10'-1" HOLD 19'-2 3/4" HOLD 12'-0"TILE TO MILLWORK HOLD 3'-6" ±12'-10" HOLD 31-6" HOLD 12'-0"MILLWORK TO GWB -le.'" 8 II'' I I I I I ( . DISP -` W4B ' � 06.1 W6 . W6 I W6 HOLD 1'-2" �� W6 � ,��� i 1 0 Pill w III. VS, ADJAC =NT TENANT -__ 0 - - I-=--ce -=- - - I-__ - Imo ! " >,P OTT RY BARN El - -- _ r at®®�� W4 ---- - - ---- - --- --- - --- --- --- - - - -- - - ---- ----- ---- --- - -- --- - --- -- -- - ---- -- - - - Irr" wwfl"- .-, - --wwi ".".-_- - - - "••"• - wwws rrw, .. www•' •rr °'N" _ wrw- wwlw- ,i\h'�'',;'1•Iww: -,-i --wrlr.- - - -rR"w- •was--.-- -- - ., iwr www•; -- - ------ - - - - - -- - - i A 0 ±1 3/4" r OLD 1'-10" HOLD 14'-81/2"MILLWORK TO MILLWORK I HOLD 4'-0" © HOLD 14'-81/2"MILLWORK TO MILLWORK I HOLD 4'-0" © HOLD 14'-81/2"MILLWORK TO MILLWORK OLD 1'-10 3'-01/4" 2'-6" 0 74'-11" 15'-11/4" / 20'-0" 20'-0" / 3'-101/2" 5 1/2" cD 1 CONSTRUCTION PLAN 01• Scale: 1/4" = 1'-0" DIMENSION LEGEND KEY NOTES KEY NOTES CONSTRUCTION LEGEND NUMBER DESCRIPTION DET/SHEET NUMBER DESCRIPTION DET/SHEET STANDARD: DIMENSION THAT REPRESENTS AN AREA THAT SHOULD REMAIN AS SHOWN BUT MAY EXISTING TENANT/TENANT DEMISING PARTITION TO REMAIN - GC TO PATCH STILL BE AFFECTED DUE TO SITE CONDITIONS POST DEMOLITION. 1 LEASE LINE. 18 MIRROR #2 - MILLWORKER SUPPLIED 07.?? AND REPAIR EXISTING GYPSUM AS REQUIRED DIMENSIONED FROM GWB TO GWB UNLESS OTHERWISE STATED IN DRAWING o EXISTING 12" CMU BLOCK WALL TO REMAIN. HOLD: DIMENSION CANNOT BE STRETCHED OR SHRUNK DUE TO PREFABRICATED MILLWORK OR STEELWORK ITEMS. DIMENSIONED FROM GWB TO GWB UNLESS OTHERWISE EXISTING TENANT/TENANT DEMISING WALLS MIRROR #4 - MILLWORKER SUPPLIED 07.?? NEW NON-RATED PARTITION - 3-5/8" METAL STUD FRAMING ONLY AT 16" Ali STATED IN DRAWING. 0 ® 0/C TO U/S OF EXISTING STRUCTURE - CHECK RCP PLAN THEN SITE '• CONFIRM FOR HEIGHT (APPROX 18'-CAFE). +/-: DIMENSION THAT CAN BE ADJUSTED DUE TO SITE CONDITIONS. DIMENSIONED a ROCK DASH STUCCO CLAD WALLS & ARCHED OPENINGS 0?•? INSET ACCESSORY MILLWORK UNITS - MILLWORKER SUPPLIED 07.?? 5/8"FROM GWB TO GWB UNLESS OTHERWISE STATED IN DRAWING. 3 r� NEW NON-RATED PARTITION - 5/8 GWB TO B/S OF 3-5/8" METAL STUD Agh, FRAMING AT 16" 0/C TO U/S OF EXISTING STRUCTURE - CHECK RCP ' GC TO INFORM BUILD AND DESIGN MANAGER IMMEDIATELY OF ANY SITE CONDITIONS THAT PLAN THEN SITE CONFIRM FOR HEIGHT (APPROX 18'-6"AFF). ® WOOD CLAD PILASTERS 0?.? 21 STOREFRONT MILLWORK PLANTER 03.? / W3 ` NEW NON-RATED PLUMBING PARTITION WITH 6" STEEL STUD ® 16" OC ON Alli BLOCKING NOTES U/S OF EXISTING STRUCTURE (APPROX. 18 6 AFF) WITH % GWB ON ONE SIDE ONLY UV / . MANNEQUIN MILLWORK UNITS - MILLWORKER SUPPLIED 07.?? FRT PLYWOOD BLOCKING IN WALLS TO BE SUPPLIED BY GC. O TILE/GROUT CLAD WALLS & ARCHED OPENINGS 0?.? 22 / W4 \ NEW NON RATED PARTITION - W" GREEN E BD. TO ONE SIDE ONLY OF 3 Q LOCATIONS TO BE COORDINATED WITH ALL FIXTURES, EQUIP & MILLWORK. ` / 5/8" METAL STUD FRAMING AT 16" 0/C TO U/S OF EXISTING STRUCTURE ' (APPROX 18'-6" AFF). FINSH TO BE ST-2 & ST-3 SEE FOLLOWING DRAWINGS FOR LOCATION OF BLOCKING 0 23 WOOD CLAD ENTRY WALLS, BULKHEAD AND COLUMN 03.1 STOREFRONT DECORATIVE FIXED GRILLE - STEELWORKER SUPPLIED 03.?? 01.1, 01.2, 01.5, 02.5, 03.3, 03.4, 03.8, 10.1 - 10.16 & 10.19 W4B NEW NON RATED PARTITION - %" GREEN E BD. TO ONE SIDE & %# FRT • PLY ON THE WINDOW DISPLAY SIDE OF 3 5/8 METAL STUD FRAMING AT ' SUSPENDED BRASS PLATED STOREFRONT SIGN - OWNER SUPPLIED 03.5 16" 0/C TO U/S OF EXISTING STRUCTURE (APPROX 18'-6" AFF). OSTOREFRONT GLAZING FRAME 03.1 24 W5 NEW NON RATED PARTITION - %" GREEN E BD. TO ONE SIDE &,%" GWB Alk 7 BD TO THE OTHER SIDE OF 3 5/8 METAL STUD FRAMING AT 16 0/C TO KEIP BACKROOM STAFF UNIT - MILLWORKER SUPPLIED 07.?? U S OF EXISTING STRUCTURE. FINSH TO BE ST-2 & ST-3 8 TILE/GROUT CLAD STOREFRONT WALLS 03.10 25 NEW NON-RATED PARTITION - 5 8" FRT PLY. TO ONE SIDE ONLY OF 3 o / W Ink 6 5/8" METAL STUD FRAMING AT 16" 0/C TO U/S OF EXISTING STRUCTURE Nair ARITZIA TYPICAL FLOOR MOUNTED RACKING - OWNER SUPPLIED 010.? - SITE CONFIRM FOR HEIGHT. THE FRT PLY IS TO ACCEPT EITHER ROCK �� SUSPENDED WOOD CLAD CEILING 0?,? 26 DASH STUCCO OR A MILLWORK FINISH. GC TO ENSURE THE VERTICAL AND ( 9 HORIZONTAL FACES ARE BUILT WITH SUFFICIENT STRENGTH TO HOLD STUCCO IN PLACE. NON FUNCTIONING DECORATIVE FIREPLACE 0?.? (i) ARITZIA TYPICAL SUSPENDED RACKING - OWNER SUPPLIED 010.? / W7 " NEW NON-RATED PARTITION 5/8" GWB ONE SIDE OF 3 %" STEEL STUD 10 ` c• ED AT 16" OC. STEEL STUD TO EXTEND TO U/S OF EXISTING CONCRETE/STEEL DECK (APPROX 18'-7" AFF). %" GWB TO EXTEND 6" 11 CASH DESK - MILLWORKER SUPPLIED 07.1 28 JEAN BAY RACKING - OWNER SUPPLIED 08.? ABOVE CEILING LINE. W8 ` NEW NON-RATED PARTITION 5/8" FRT PLYWOOD ON BOTH SIDES OF 2X 3 Q STEEL STUD AT 16" OC. STEEL STUD TO EXTEND TO U/S OF EXISTING ' CLOSET #1 STORAGE SHELVING MILLWORKER SUPPLIED 07.?? 29 BACK ROOM SHELVING UNIT FOR SALES SIGNAGE STORAGE BOXES 010.? CONCRETE/STEEL DECK. W3" FRT PLY TO EXTEND 6" ABOVE CEILING LINE. 12 - - COMBINATION OF TILE/GROUT AND GROUT ONLY FINISHES. SEE FINISH PLAN & ELEVATIONS FOR FINISH LOCATIONS. O13 SUPPLIED W9 CLOSET #2 WITH BUILT IN SUB WOOFER & MIRROR #3 - MILLWORKER 07.?? 30 BACK ROOM MOBILE SHELVING UNIT - OWNER SUPPLIED 05.2 NEW NON-RATED PARTITION 5/8" FRT PLYWOOD ON ONE SIDE & 5/g" GWB BD. ON THE OTHER SIDE OF 3 %" STEEL STUD AT 16" OC. STEEL STUD ''I CLOSET #3 & STEREO UNIT - MILLWORKER SUPPLIED 07.?? TO EXTEND TO U/S OF EXISTING CONCRETE/STEEL DECK. 5/(3" FRT PLY TO 14 31 FRP PROTECTIVE WALL PANELLING TO 54" AFF - SEE CONSTRUCTION 05.2 EXTEND 6" ABOVE CEILING LINE. COMBINATION OF STUCCO AND PAINT LEGEND SYMBOL FOR PLACEMENT ON PLAN ONLY FINISHES. SEE ELEVATIONS FOR LOCATIONS. = 15 STAFF DESK - MILLWORKER SUPPLIED 07.?? CD ADA COMPLIANT COUNTER SURFACE SECTION AT CASH DESK 07.1 �W�O� HEIGHT PARTITION 16" OC. BD ON PART TORU S i' / OF EXISTING CONCRETE/STEEL DECK. TOP OF WALL TO BE FINISHED WITH 16 LOOK UP DESK - MILLWORKER SUPPLIED 07.?? MILLWORK SHELF. 0 NEW NON-RATED PARTITION 5/8" GWB BD ON ONE SIDE ONLY OF STEEL Aft FURRING CHANNEL STEEL AT 16" OC. STEEL STUD TO EXTEND TO 13'-0" '• 17 MIRROR #1 - MILLWORKER SUPPLIED 07.?? AFF <':-: DENOTES AREA TO RECEIVE MAPEI MAPELASTIC SM WATERPROOF - • MEMBRANE ON SLAB MIN 4" UP ADJACENT WALLS - - - FRP PROTECTIVE WALL PANELLING 0 Ulgi revisions scale date owner consultants architect seal project north revisions sheet title ,F DAVID A. UDKOW, ARCHITECT AS NOTED NOV. 7, 2008 a" 1881 North 1 13th Way 0 drawn checked(I ' Scottsdale, Arizona 85259 -__ �' ��- '�� SH DAU t_0 - (480) 614-3385 / (480) 614-0209 Fax �, t, 1 et-. '� � � store no. sheet no. E-mail: davidaudkow@cox.net , �- ; i' aci' WASHINGTON SQUARE g 6 # o1 .1 it405 UNIT CO2 - 52� DAVID A. UDKOW . . 96136-SOUTH WEST WASHINGTON 21 82 SQUARE ROAD 4 Dec 18th-08 Issued for building permit • • TIGARD, OREGON CONSTRUCTION This drawing is copyright property of Aritzia LP and may not be reproduced SCOTTSDALE, AZ ' 97223 3 Dec 15th-08 Issued for prelim LL review without written permission.M designs and other Information shown on this drawing are for use on the specified project only and shall not be used PLAN otherwise without written permission of Aritzia LP.Written dimensions shall 111) Dec 12th-08 Issued to LL for initial schedule 204-611 Alexander Street ► 2 C work have precedence over scaled dimensions.Contractors must verify ro job dimensions,drawings,details,and specifications and report any errors, Vancouver, BC V6A 1 E1 • omissions or discrepancies to the designer before proceding with any 1 Nov 28th-08 Issued to M&E consultant work. T.604.251.3132 F. 604.251.6575 Drawing Issue REV or SK No. tri no. date issue ISSUES/REVISIONS 0 0 GO 0 D B A ADJACENT TENANT 1-- BROOKSTONE 3'-0 1/4" 3'-11 1/211 3'-91/2" '-0 3/4" 3'-0114" 3'-11 1/2" 31-91/2" '-0 3/4" 3'-01/4" 3'-11 1/2" 3'-91/2" '-0 3/41' 8" 2'-8 3/4" 3'-6 3/4" 3'-6 3/4" 1'-6" 3'-71/4" 3'-91/4" 3'-91/4" 1'-6" 8" 2'-8 3/4" 3'-6 3/4" 31-6 3/4" 1'-6" IIIII MI II Mill III IN MIRROR #2 I I I���I. I■ I (■ ■I !■lillE MALL CLOSET #1 (� _ EXIT CORRIDOR ■ ( -l- �> ( -� �) EXT-RIOR RKF-A -DHDS-RFO.120L RKF-A30-DHDS-RFO-120L _ RKF-A30-DHDS•RFO.12QL CB-A30-SC HD-A30-3X23 RKH-A30-DHDS-RFO-140L RKH-A30-SH-RFO-147L RKH-A30-DHDS-RFO.140L 1 STAFF N - MANNEQUIN MA EQUIN DESK FLB-A30-1670 9 4. STAND 41,ND '16"x42" . ..- ■ FFR-A30-2450 r _ PLT-1 I r CASH DESK UNIT , 40'x42' j _ 1 BOVE FR.9 FR.10 _ FLT-A30-4896 (::::) L 13�NTIR\I 1 STAFF UNIT FBR-A30-2727 - / 3'-01/4" / ,. 31-6" / 4'-0" 4'-0" 1 i-i 1 v J 10B-A30-8L I m 3'-1" / FHT-A30-3684 / - - / / - / ' \,-,� MALL FRN1 _ - 1 / 40"x42" . ... � , FFR-A30-2460 FFR-A30-2460 - FFR-A30-2450 P LA T E R ' ,n �, -c' � 1� -- r FR.8 > f FLB-A30-1670 `r, SALES - MALL I FR 7 MIRROR #1 .. AREA 9BACK II WITH LCD I N e CORRIDOR ROOM 4 II CDB-A30-41L F N FRN 2 �, H D-A30-2X6 �- / L I . 0 , fl FR 6 FITTING IOB-A30-1515 0 0 LT-2 \ �- - - - RKBR-A30-DHSS-144L II \FRN3I \FRN3i - ■ ■ FLT-A30-4884 FLT-A30-4896 AREA FRN 5 I I 6'-101/2" 8'-0" '6"Aa2" JV PLJ\NTER % _ 11 R R 1_ R 1 R R 4 CDB-A30-89L FCBH-A30-4896 4 01/2 4 9 , 4-0 / / 4-0 4 6- # ( 1�, I FFR-A30-2460 FFR-A30-2460 Ni , I- __ u • ,11 fl- y H B-A30-24 L - FACC-A30-3030 FACC-A30-3030 FR.s I) - FFR-A30-2460 . I MEW HH-A30-2X6 LOOKUP 1T-11" �, `t' �4 -� II DB-A30-SC DESK & , , , _'L WASHROOM 4 +2 CBI-I HD-A30-2X6 3'-101/4" 3'-101/4" 3'-101/4" 3'-101/4" 3'-101/4" 3'-101/4" t i I I _ _ _ �� _ = STEREO & '� '� '� '' ACCESSORY '� '� '' '� 'I '� i I 11 11 t CLOSET #3 & RKF-A30-210S-140L RKH -A30 +1 CBH MIRROR #3 RKH-A30-DHDS-lF0-1401 UNIT - - - - MIRROR #4 1 0 \ dl 1.ll ....4 I HD-A30-2X6 ,. - - �. �- �. �. �-- • . -)(- , l-I 1 F WDB-A30-97L ±iA ':,I II F F F F i ��,; I l I WDB-A30-83L T ■II _ I ' L _ _ JL _ _ J FLT-A30-4884 . . .. .. ,._ s .- ,. % ,...... .... ... . ° � FLT-A30-4884-4 4 n, Ill l RKF-A30-SH-LFO-61 L RKF-A30-SH-RFO-61L \ RKF-A30-SH-LFO-61L I RKF-A30-SH-RFO-61L RKF-A30-DH-LFO-61 L --_ �'1 WDB-A30-97L 1 R 1 % 1 11 1 11 1 % % - % 1 R 1 R 1 R ■I I I _ ( ' - ll 2-8 3/4 3-6 3/4 3-6 3/4 1-6 I 5-61/4 5'-6 1/4 il II 2'-8 3/4 3-6 3/4 3-6 3/4 1-6 - _ --- -- = FLT-A30-4884 .-- --- --- I N N N W I 1 D .` I•!•RKF-A30-DH-RFO-61 L 9 RKH-A30-DHDS-LFO-CUST I I I RKH-A30DDHSS-LFO.172L I I i en FPB-A30-2815 RKH-A30-DHDS-110-1121 . DISP ; 1 ADJACENT T-NANT -_ _ �■ _- _ _- = I � _ I ---r-1 POI IERY BARN _ _ _ F. l 1 el T-7 4V-5 1/2 4V-5 1/2 1-6 3-7 _ 1 % 1/2 4 51/2 4 51/2" 1 6 3-71/2 % 1 % a 1 11 1_ R ,_ 1 11 a 4'-51/2" 4-51/2" 1-6" ri" FLOOR FIXTURE PLAN 41.V Scale: 1/4" = 1'-0" FURNITURE LEGEND FURN # DESCRIPTION QTY # CORRES. DWG # r ' „ r. „X, r , 3'43x• , 3'13x• 1_- �, TABLE 2 � .,. - - - - - - - .. 3,0 114' 9'-1112• 3'4112' -0314' Y-0114' 3'•1112' 3'-01x' 3'-171!2' 3'-972' -0314' 8' 7.53!4' 3'-63/4' 3'53x' ,/'1" ! - - - - - --- - --_ ----- FACC A30 3030 CUSTOM ACCESSORY 08.1 ,>E-/ -.,, ..--� -- � �- .-. �..-� � -,�.,.,,�;.,., �..•. �., .. � �� � �-� '' - ,r 3 7 v4 , 3'-6 t14�, 3'-B 1N ,t'$, ,, r�83M r -. -. -- .-- iai 61 ����® . .I!I i�_ _ _ miiiii - - -- l # FBR- -2727�_ A30 CUSTOM BELT RACK 1 OS 2 I 1-1411111m rum awn ow ow;I ow ■ I I FCBH-A30-4896 CBH LOW TABLE 1 08.3 N j111 r FFR-A30-2450 CUSTOM FLOOR RACK 2 08.4 , _ 117 . - III -__ 1.x41 � • , �' I L FFR-A30-2460 CUSTOM FLOOR RACK 5 08.5 I I\ 40'144x• ■ '� [___ k- I 3'11x' 3'-6' 4'4r 4'4' >> t 1 ' ' 11'4• '-' III FHT-A30-3684 CUSTOM HIGH TABLE 1 08.6 I 1 I - I I - 1 I 4, •3'.,• f , 3'-6' 1, _A, 4•$' t, ' I„` v `.' I I - --- ---- -- - ------- - II L L / 4o-z4x �-= I I �I = I I F FLB-A30-1670 CUSTOM BENCH UNDER HT 2 08.7 1 " ■N NM ■■i■I■L _imixt..-a■■r =MI - I_ NM NM NM IMO MI am 11m morem FLT-A30-4884 CUSTOM LOW TABLE 4 08.8 I III FLT-A30-4896 CUSTOM LOW TABLE 2 08.9 !; 1.I I I - y ■■■ ■■■ I ((( FPB-A30-2815 PRODUCT BOX UNDER LT 0 4 08.10 / I itl►i i5i -I - •N■ N�� �$ a aol@ em r ! C-0 117 4'-9• ■■■ 4'-0' , CO' ■'■■ 41 I FRN 1 OWNER SUPPLIED SOFA 1 N/A -•� I ,I t V I , -`I I FRN 2 I OWNER SUPPLIED TABLE 1 N/A �► ,■ 1• § 3,101x• 3'-101x' 3'-191x' 3••,61/4• 3'•10114' 3'-101x• t' FRN 3 OWNDER SUPPLIED CHAIRS 2 N/A ' a 13 a a ' I I a I - -_ a r r r r r r r _ _ I;- _ �i � L�1 _ _ -1_ - - LJ FRN 4 OWNER SUPPLIED STOOLS 8 N/A MIN 18"x 18" MIN 18"x 18" ON L_ ( 11 ■ ■,ter►' �� �' Il - :_____ - I _ _ !1 �! �■ '� I ' ■-C-= --��--� I i I FRN 5 OWNER SUPPLIED OTTOMAN 1 08.11 FRT BLOCKING FRT BLOCKING 1 o 0 0 0� _ 11111 II '( ( IN WALL FOR IN WALL FOR, •. 7$3x' 3'63x' 3'-63x' 1'� (� 6'11x' 6'11M 1• 6` 7.8314' 3'1314 31314 �.,. _ i-„, I I NI I •_ ,_ c ■ y _ RACK LOCATION RACK LOCATION ~ POINTS TYP. POINTS TYP.� Mir-1-_■■�! � i�C� 111111-11111111111111111 m STEELWORK LEGEND ii ■ .. a .;r - BLOCKING WI ■ ■ t1 FIXTURE DESCRIPTION QTY # CORRES. DWG # - - EN a 3'-7 MY 4'112' 4.5 UT 14' r 3,71!1 4'1117 4'•5 72 I • rj 3,71!1 4'112' 4.51 PY 1'1' -v ig if ` I N WALL -' CB-A30-SC CLOSET BARS - VARIOUS LENGTHS 14 SEE 00.4 - -' FOR N DB-A30-SC DRAPERY BARS - VARIOUS LENGTHS 10 SEE 00.4 SHELVES WHERE _° DB-A30-33CVD DRAPERY BARS - SQUARE FITTING ROOM 1 10.16 4 REQUIRED 2 EXITING PLAN CDB-A30-41 L COMMUNAL CHANGE DRAPE BAR 1 10.17 1', ..,. j t CDB-A30-89L COMMUNAL CHANGE DRAPE BAR 1 10.17 I WIDTH VARIES WIDTH VARIES 0�. Scale: 1/8" = 1'-0" NOTE: / / / MINIMUM DISTANCE BETWEEN EXITS 147'-073 =40.0' HB-A30-24L I FITTING ROOM HANG BAR 10 I 10.16 HD-A30-2X6 SMALL DRAWER HANDLE 14 10.16 TYP. BLOCKING HEIGHTS TYP. BLOCKING HEIGHTS EXITING LEGEND HD-A30-3X23 LARGE DOOR HANDLE 4 10.16 NOTE: 44 WIDE EXITING DISTANCE TO MALL PUBLIC RESTROOMS IS X200 -0 1, HH-A30-2X6 FITTING ROOM HANG HOOK 10 10.16 FOR DOUBLE HANG RACKS FOR SINGLE HANG RACKS -_- 2 PATH OF TRAVEL FROM ENTRY REFER TO COVER SHEET FOR 10B-A30-8L IN/OUT BARS 2 10.16 0�. 3 Scale: 3/16" = 1'-O" �1, Scale: 3/16" = 1'-O" LOCATION WITHIN MALL LINEAL I-ELI LEGEND ACC ACCESSORY CDB COMMUNAL DRAPE BAR R RACK - ---- DESCRIPTION LINEAL FT SQUARE FT IOB-A30-1515 IN/OUT RACK 1 10.17 BR BELT RACK HB HANG BAR RFO RIGHT FACE-OUT CB CLOSET BAR HD HANDLE RKBR RACK - BACK ROOM WALL HANG - DOUBLE (FULL TOTAL) 202'-1" --- RKBR-A30-DHSS-144L RACK - BACK ROOM 1 10.15 -DH-LFO-61 L RACK - FLOOR BAY RACK 1 10.10 CBH CUSTOMER BAG HOLD HH HANG HOOK RKF RACK - FLOOR WALL HANG - SINGLE 31'-3" --- RKF-A30_. . . .. - - MIN 18"x 18" CVD CURVED HR HIGH ROUND T ABLE RKH RACK - HANGING I WALL FOLDED --- 33 SF RKF-A30-DH-RFO-61 L RACK - FLOOR BAY RACK 1 10.10 FRT BLOCKING DB DRAPE BAR HT HIGH TABLE SC SITE CONFIRM RKF-A30-DHDS-RFO-120L RACK FLOOR RACK 3 10.12 N WALL FLOOR FOLDED --- 229 SF - RACK LOCATION DH DOUBLE HANGING IOB IN/OUT BAR SH SINGLE HANGING POINTS TYP. DHDS DOUBLE HANG, DOUBLE SHELF JB5S JEAN BAY, 5 SHELVES SHF SHELF FLOOR HANG 31'-8" --- RKF-A30-SH-LFO-61 L RACK - FLOOR BAY RACK 2 10.11 • . . .. ._. . SEE RCP FOR LOCATION RKF-A30-SH-RFO-61L RACK FLOOR BAY RACK 2 10.1 1 DHSS DOUBLE HANG, SINGLE SHELF L LENGTH SS SALE SIGNAGE UNDER TABLE (LOW BENCHES) --- 10 SF - OF OVERHEAD BLOCKING F FURNITURE LB LOW BENCH SU SHELF UNIT ACCESSORY UNITS (WALL) --- 6 SF RKF-A30-JB10S-140L RACK FLOOR JEAN BAY 1 10.13 POINTS MEM FO FACE-OUT I LFO LEFT FACE-OUT TB TABLE - - - - 10.1 =r ACCESSORY UNITS (TABLES) --- 8 SF RKH A30 DHDS LFO 140E RACK DOUBLE HANG, DOUBLE SHELF 2 c,-, FR FLOOR RACK LT LOW TABLE WDB WIN DOW DISPLAY BAR I o - _ FRN OWNER SUPPLIED FURNITURE PB PRODUCT BOX I JEAN BAY (FOLD) --- 40 SF RKH-A30-DHDS-LFO-172L RACK - DOUBLE HANG, DOUBLE SHELF 1 10.2 I BELT HANG 6'-6" --- RKH-A30-DHDS-LFO-CUST RACK - DOUBLE HANG, DOUBLE SHELF 1 10.3 IIIIIIIIIIIIII TYPICAL CODE BREAK-DOWN -_ - - _ _ _ __ - - _ -\-- �..�_------�....---- --'-�, PRODUCT BOX --- I 8 SF RKH-A30-DHDS-RFO-140L RACK - DOUBLE HANG, DOUBLE SHELF 2 10.4 WIDTH VARIES RKF A3 0- D - -R FO-72 _ I BACK ROOM - HANGER STORAGE 61'-9" --- RKH-A30-DHSS-LFO-172L RACK - DOUBLE HANG, SINGLE SHELF i 1 10.5 / / BACK ROOM - DOUBLE HANG (FULL TOTAL) 23'-0" --- RKH-A30-SH-RFO-147L RACK - SINGLE HANG 1 10.6 TYP. BLOCKING HEIGHTS FIXTURE DESIGN IMPORTANT SIZE BACK ROOM - FOLD --- 24 SF WDB-A30-83L WINDOW DISPLAY BAR 1 10.17 4 FOR JEAN BAY RACKS TYPE STYLE INFORMATION BACK ROOM - MOBILE UNITS - FOLD --- 30 SF WDB-A30-97L WINDOW DISPLAY BAR I 2 10.17 „ „ (IF REQ D) 01, Scale: 3/16" = 1 -0 BACK ROOM - MOBILE UNITS - HANG 26'-0" --- scale date owner consultants architect seal Project north revisions revisions sheet title ,5 4 DAVID A. UDKOW, ARCHITECT _ ._ AS NOTED NOV. 7, 2008 11881 North 1 13th Way ��' A " 0 drawn checked : Scottsdale, Arizona 85259 ! I i SH L AU 1 I 0 1 c U �(480) 614-3385 / (480) 614-0209 Fax ft N./ store no. sheet no. E-mail: davidaudkow @cox.net � ' "' 7 7 DAVID A. UDKOW ft ,,,, ,,„ ,,,, Ni, ,_,, ,_ ':- ewe' - WASHINGTON SQUARE I 6 ��pR;, 2182 - 01 .2 `f(p(vS UNIT CO2 5 } • • SCOTTSDALE, AZ � SOUTH WEST WASHINGTON SQUARE ROAD 4 Dec 18th-08 Issued for building permit = t� 44, 160s TIGARD, OREGON This drawing is copyright property of Aritzia LP and may not be reproduced FLOOR FIXTURE MR% without written permission.All designs and other information shown on this 97223 � 3 Dec 15th-08 Issued for prelim LL review o � 9 0 p drawing are for use on the specified project only and shall not be used 2 Dec 12th-08 Issued to LL for initial schedule PLAN otherwise without written permission of Aritzia LP.Written dimensions shall have precedence over scaled dimensions.Contractors must verify all job 204-611 Alexander Street o work dimensions,drawings,details,and specifications and report any errors, Vancouver, BC V6A 1E1 1 Nov 28th-08 Issued to M&E consultant omissions or discrepancies to the designer before proceding with any work. T.604.251.3132 F.604.251.6575 Drawing Issue REV or SK No. no. date issue ISSUES/REVISIONS i I , • 0 0 0 D 0 B A ADJACENT TENANT BROOKSTONE s MIRROR #2 = - - - - .,: rr. MALL t I to • CLOSET #1 i •• EXIT CORRIDOR © i----- r EXTERIOR - - - 01.3 ii 01.3 STAFF MANNEQUIN MANNEQUIN - _ . _ ......,,,,. _,, _ DESK STAND STAND ç1bX42 - - - IT F. - - - - PLT-1 � CASH DESK UNIT ABOVE 40 x42° FR.9 FR.10 I PLANTER STAFF UNIT #1 MALL I--I- - -- - / I II 40"x42" � � �°� � �„ P_ANTER — -, Lifl 111 FR.8 ) SALES MALL FR.7 MIRROR #1 BACK II WITH LCD c ( AREA — CORRIDOR ROOM II — — =©,- ^ 01.3 0 ri---------4 —''....) FR.6 Fl I I I N G . PLT-2 II AREA ° ° 6"x42" II PLANTER #2 ` � !. I I I � FR.S -_ _■-01/1/ II LOOKUP • II DESK & NW. WASHROOM i +2 CBH - u _ — =. STEREO & ACCESSORY C CLOSET #3 & UNIT MIRROR #4 11 FR.4 F FR.2 FR.1 +1 CBH MIRROR #3 # 6� l ( 0 8 a - 4 a • a o II $ LOSET #2 h__6 a--- —� r_. .. _ ` IR.3 it �I ,I • { • —1 n n �f.. "� 1s - r .1 I I s I ( i . . . jl . ( . . • WI Del # I � � I DISP ; n--- ADJACENT TENANT POTT-RY BARN - I _- , . I ID FINISHES PLAN (i)1. Scale: 1/4" = 1'-0" GENERAL FINISH NOTES FLOOR LEGEND ALL CABINET DOORS TO BE FITTED WITH LOCKS WHERE SHOWN ON MILLWORK DRAWINGS. - —V\ -- DENOTES NEW WOOD FLOOR AND BACK ROOM - SALES AREA REFER TO SPECIFICATIONS FOR ALL CABINET ITS DIRECTION - WF-1 HARDWARE. „ ,„,\ GENERAL CONTRACTOR TO PROVIDE CONTROL FLOAT FLOOR TRANSITION RANDOM LENGTH SAMPLES OF ALL FINISHES FOR APPROVAL BY TO MATCH NEW TILE "' DOOR STRIP FLOORING INTERIOR DESIGNER PRIOR TO FABRICATION. DENOTES NEW WOOD FLOOR AND FLOORING ITS DIRECTION ZINC STRIP BETWEEN STORE WOOD FLOOR INSTALL NEW RESILIENT FRONT TILED PROJECTIONS ALL EXISTING EXPANSION JOINTS TO REMAIN IN TACT. FLOOR TO MATCH EXISTING / WF-1 ON THE LEFT AND RIGHT ANY NEW FLOORING MATERIAL INSTALLED MUST BE / INSTALLED AROUND EXISTING JOINTS. RFS-1 OF THE STORE ENTRY SEE PLAN MILLWORK CONTRACTOR TO PROVIDE SHOP MALL BORDER TILE FOR APPROVAL BY INTERIOR DESIGNER BEFORE EXTEND FLOORING TO WF-2 ENTRY ■ FABRICATION. 7Q ,EQj CENTRE LINE OF DOOR COVER 00 ID. MILLWORK CONTRACTOR TO COORDINATE AND VERIFY ALL SITE DIMENSIONS WITH GENERAL CONTRACTOR FOR NEW WALLS. 4 PLAN: FLOOR WOOD LAYOUT MILLWORK CONTRACTOR TO SITE VERIFY ALL EXISTING 2 SECTION: BACKROOM SALES FLOOR TRANSITION 01.3 Scale: 1/2" = 1'-0" FLOOR TO CEILING HEIGHTS PRIOR TO FABRICATION 01,3 OF ANY MILLWORK. Scale: 3" = 1'-0" MILLWORK CONTRACTOR TO PROVIDE CONTROL SAMPLES OF ALL FINISHES FOR APPROVAL BY INTERIOR DESIGNER BEFORE FABRICATION. PAINT FINISHES: ALL DOORS AND FRAMES TO BE SEMI-GLOSS UNLESS OTHERWISE SHOWN IN THE DRAWINGS , BACK OF STORE ALL WALLS TO BE EGGSHELL, UNO ALL CEILINGS TO BE FLAT ZINC STRIP AS — ALL METAL T-BAR & CEILING ELEMENTS TO BE STORE WOOD FLUSH PER LANDLORDS MALL EXTERIOR BACK ROOM PRIMED FOR APPROPRIATE PAINT IF REQUIRED. MALL SPEC 1 BASE BUILDING STEEL DOOR GRIND OUT, CORE EXISTING BASE BUILDING NEW RESILIENT SHEET FLOOR TO RUN SLAB IF REQUIRED TRANSITION TO EXTERIOR INTO EXISTING DOOR TRANSITION TO ACHIEVE FLUSH FINISH RFS-1 TO MALL TILE 1,-6„ ,,,,� / / 3 SECTION: STOREMALL FLOOR TRANSITION 5 SECTION: BACKROOM SALES FLOOR TRANSITION 1.3 Scale: 3" = 1'-0" 01.3 Scale: 3" = 1'-0" GC TO CONFORM WITH FLOORING MANUFACTURER FOR SURFACE PREPARATION IF SUB FLOOR IS REQUIRED CIO scale date owner consultants architect seal project north revisions revisions sheet title v DAVID A. UDKOW, ARCHITECT AS NOTED NOV. 7, 2008 1 1881 North 113th Way *LI0 ,LL�.- drawn` `� SH O Q (480) 614 3385 / (480) 4 09 Fax � 7 q i 1 �- � store no sheet no E-mail: davidaudkow @cox.net . i ,,. ‘ , 0 �' � WASHINGTON SQUARE 01 .3 ,, , DAV?I A. UDC .` lobs UNIT CO2 5 #421 . `+ SOUTH WEST WASHINGTON ''> ,,,v • 4 SQUARE ROAD q Dec 18th-08 Issued for building permit TIGARD, OREGON FINISHES This drawing is copyright property of Aritzia LP and may not be reproduced SCOTTDALE' �.`' 3 Dec 15th-08 Issued for prelim LL review without written permission.All designs and other information shown on this 4% AA"`.,�, 97223 project drawing are for use on the specified proj only and shall not be used Dec 12th-08 Issued to LL for initial schedule PLAN otherwise without written permission of ect LP.Written dimensions shall have precedence over scaled dimensions.Coo ntractors must verify all job 204-611 Alexander Street OF Mir 2 C work dimensions,drawings,details,and specifications and report any errors, • omissions or discrepancies to the designer before preceding with any Vancouver, BC V6A 1E1 1 Nov 28th-08 Issued to M&E consultant WQrk. T. 604.251.3132 F.604.251.6575 no. date issue Drawing Issue REV or SK No. ISSUES/REVISIONS 0 0 0 0 D 0 B A Cc➢ 9'-0" AFF PHONE'-0"A F ADJACENT TENANT HARD WIRE POWER ` "-' _ FOR DOOR ALARM Iii 101411��il -I� TERMINATION POINT B R O O K STO N -- - SYSTEM ' I � FOR DATA/ PHONE/ ALARM SYSTEMS 1-------_--I I MOUNTED BELOW 1 DJ PLATE WITH 2 GANG KEY SWITCH © 48" AFF ( • T-BAR CEILING • DJ PLATE @ 24" AFF ONTO WALL DOUBLE DEEP BACK BOX TIED TO ALARM SYSTEM J WITH 2 GANG DOUBLE DEEP BACK BOX 12" AFF DJ PLATE IS CUSTOM SET INTO SHALLOW BACK BOX -"-"-""-' 3'-0" � 4'-0"MAX ELECTRICIAN TO CO-ORDINATE I WITH XPRT O 2 11;:' p- MIRROR #2 il► ��III p MO C I ( i I T I� 1I' wit ELECTRICAL EQUIPfvtENT �I ill' I- �i �I �i T' = I� '� v IT MALL - PANEL LIST FOR �' I �' 7 CLOSET #1 -_ -1 'w' _- _ _ - i - EXIT CORRIDOR THE STAFF �*' ' ' , - EXT_RIOR 3 UNIT: =_ = =_ a 1. FRIDGE - STAFF UIPMENT LIST C2 LC2 �C2 J MANNEQUIN MANNEQUIN ' . 2. MICROWAVE FOR STAFF DESK: Q Q ;� � ( DESK 1. FAX/PRINTER STAND STAND 16"x42" Q_o �- -- \ FRIDGE ' I 2. CPU - _ _ ALARM RLT-1 - I lilT 3. MONITOR r - - - - r I PB I I KEYPAD 4. PHONE _ CASH DESK L J UNIT 40"x42" -MICROWAVE © CPS KP1 ABOVE 62" AFF FR.9 FR.10 `. 4 L - - _ _ PLANTER \ STAFF UNIT #1 2 P-iFOR CASH RESTER 1 KTHE INFLOOR SECURITY MALL 014 WALL M UNTI_D j POWER REQUIRED 1. CPU x2 ABOIT 40"x42° 1 ( IN MILLWORK SEE IN MILLWORK SEE P _ANTER -GABINET o d 3. PHONE OOR x2 II I l � is ` ELEC ENGINEERS ELEC ENGINEERS DWGS SALES MALL FR.7 U MIRROR #1 FR.8 ) DWGS 4. MONERIS SALES BACK = II WITH LCD POWER RUN IN BEHIND c ( SYSTEMS x2 AREA DOOR CONTACTS MILLWORK TO SLIDING DOOR CORRIDOR ROOM II FLUORESCENT " 5. CASH DRAWERS x2 N 4 A FIXTURES IN MIRROR I - / T FITTING ,° � _ / " FR.6 PLT-2 4 r� _ II AREA _ 6x42° II PLANTER 6 _ SECURITY ANTENNA 01.4 o'L CLUSTERS IN FLOOR ,_ L U 'n a, I -I H ti-----1' � - - (FREEDOM IN FLOOR) FR.S EQUIPMENT LIST FOR U.S.S TO SUPPLY AND _�' INSTALL CONTACT: II OK-UP STATION: I a JAMES 514-337-8247 LOOKUP /-1LO. CPU ----J• �_� DESK & 2. MONITOR EQUIPMENT LIST FOR ' WASHROOM +2 CBH - - = THE STEREO: STEREO & { „ TEL/DATA ACCESSORY L� SEE ELECTRICAL CLOSET #3 & UNIT MIRROR #4 ANNUNCIATOR IN POWER PACK AND DRAWINGS MIRROR #3 f,R,1 _..ilir______._._ ._,_____,, ,... +1 CBH FR.4 FR.3 FR.2 FR.1 4 - _ �- CEILING SPACE, USE 2'X2' FLUSH ACCESS ( 0 \ lig\ , - _ _ -- .0 ii r •-�' I I 1 + PANEL, DRILLED TO 111,41).111 i - , m MATCH DETAIL 1 I ON ELECTRICAL 1 I ENGINEERS DWGS is - AND FINISHED TO I - I - f DISPLAY ` ALSOHSEE CEILING,DETAIL l 6/01.4 ADJACENT TENANT _. , -I-- - . i POTTERY BARN ' _ I _T I um. -i -- - I 1 ELECTRICAL PLAN 01,4 Scale: 1/4" = 1'-0" k POWER-TEL-DATA STEREO SCHEDULE NOTE: SYMBOL DESCRIPTION MANUFACTURER MODEL DIMENSIONS FINISH NOTES WHERE RECPTACLES ARE PLACED IN MARBLE TILE WALLS I---I COMMUNITY CPL27-W 19Y2" X 12Y4" WHITE CEILING MOUNTED DOUBLE DEEP DOUBLE GANG cs CEILING HUNG SELF THE RECEPTACLE AND FACE PLATE SHALL BE BLACK L-=___=_.../ CONTAINED SPEAKER X 9Y2" (4) 01.4 ELECTRICAL BACK BOX ON BACK SIDE. Esc DUPLEX RECEPTACLE, ON A SEPARATE CIRCUIT, PSB/ 5i-ASY 123rd" X 16Y2" BLACK (5) 06.2 I sum INWALL SUBWOOFER " (10) 06.1 REDUCER MUD I SINGLE GANG SIZE COVER SUBSONIC X 14/$ ( ) HEIGHT TO BE 12"AFF UNLESS OTHERWISE NOTED. PLATE ON THE CEILING SIDE BIAMP SPM412E 5"W X 44/4"H WHITE CASH DESK #1 SECURITYSYTEMALARM HORN UNIT 36"x18"X3/4" FRT PLYWOOD DUPLEX RECEPTACLE, ALL RECEPTACLES TO BE •-- # " 12" . STEREO CONTROL PAD (3) 07,2 MOUNTED 10 FROM CEILING LINE 36" X 18" X 3/4" SECURITY SYSTEM PLYWOOD BACKING TO BE 10" SECURED TO CEILING MOUNTED 12 A.F.F. TO BOTTOM OF RECEPTACLE " SUSPENSION TRACK PLATE UNLESS OTHERWISE NOTED DEMARK BOARD-3/4"PLYWOOD BOX BOLTED TO HAT TRACK. STORE 5 PANEL 6'WIDE x5'TALL PLYWOOD BACKING MUST TYPICAL CEILING O" QUAD RECEPTACLE, ALL RECEPTACLES TO BE SECURITY SCHEDULE -- I 0 0 0 0 D B A ADJAC-NT TENANT BROOKSTON = ENSURE MOTION DETECTOR IS MOUNTED CENTRALLY 3'-6 314" 3'-6 314" 3'6 314" " 8" " " " " " 3'6 3/4" 3'-6 314" 3'6 314" " ABOVE THE DOOR 8 -_____ ,8 8 3-9114 , 3-9114 3-9114 8 8 8 �*i MIRROR #2 GROUTED ARCHWAY _ - i_- ,, -- } # GROUTED ARCHWAY GROUTED ARCHWAY ! - `t I -- ,- ^. " - - -.-- ' " - �-- -n -- 't ... .... .. ... - - - :��- - -=-I_-i i t j I'; T 1.i I i:-� j - I.i I- -�• -� 9-6 A.F.F. 9-6 A.F.F. MALL is L1AT L1A' '� _ 7 CLOSET #1 t t t t t ,. - 9 6 A.F.F. CORRIDOR �a L8 L8 MD b L1 bd b L1` d b L1J L,71 �- --I--jJ L J _ L i L'J L'J L•J L,, L�- r 1. i f i - ., ., i {-� LIJ EXTERIOR L2 +L2 MD 360° L2 L2 ' L11 L11 L11 L11 L11 L11 L11 L11 44 GWB ca c2 c2 c {� I.1- t STAFF J L_-J ' MANNEQUIN MANNEQUIN 12'-0"A.F.F. L15 L15 L15 L15 #3 DESK STAND STAND SD ® .'+i/ 4,4 �� �� -,r� 1�r Wig 22.7 -� n ■ L2 L2 uuuu L13 uuuu L13 uuuu L13 uuuu L13 uuuu ■L13 �.�uuu L13 uuuu 13 uuuu L13 uuu L5 uuu L13 uuu L L9 PLT-1 4 1....41-46....1L5 �' `�L13 L1 IT � Li3 $GROUTED ARCH r • CASH DESK 414 . . UNIT (1) Q'-6°A.F.F. ( TL15 0L15 `L15 TL15J ��0 ABOVE FR.9 FR.10 �4 d L12 EC CA C: PLANTER,e, - L8 L8 i L2 4-L2 L2 L2 E►� L12 L12 [] r� �� �' L12 #1 I 2 L5 L5 L5 �j 13,x' L4 L1 $SUPENDED MILLWORK 4 L13 L__ . F F® ��MALL • - #3 C s s } L4 OL15 `05 L15 `L15 G G r-, . L15 4 L15 4 L15 L15 P_ANT_R SD _Y, C] EE 4 _J c +J EE L4 a i L4 SALES 1- MALL WB L12 L12 L12 "12 L12 GWB 06• TYR L12 - FR.7 •• MIRROR 1 FR,.8 �� SUSPEN • MILLWORK II ® WITH LCD ( 21-0"A.F.F. $10'-0"A.F. AREA $12'-0"A.F.F. q.112 BACK 1L2 �� BULKHEAD CORRIDOR L2 II � � Y FF A� -�- 11 L15 L15 _ - . ROOM L2 T L2 +L2 L2 � L GWB ,: Mp (�f) 11'0"A 8 4 SD Slit/ SD SD v� GWB ( j SUSPENDED MILLWORK 12'-0"A.F.F. 4 ` °° " Lg 06. TYP. - 12'-0"A.F.F. 11 0 6. TYP FIIIING 1 /1 A.F.F.F. 42-4 CJ l] ri , FR.6 • • 414 s � C�. Ki II • L1 L1 L1' TL15 i,► �� �� Eel e [, [4.] L12 0 Tr T-BAR AREA \ `fi C� �+� �� .1 .4 SCI _] L12 r x II PLANTER [J l) L4 L5 L5 L4 L5 L5 12-0 A.F.F. #2 �� Cam. C� ,_ I IL2 L2LZ L2 I I L12 L5 L5 m a • •FR.5 - - - -:.■i/ 06. L7 II r�r�r�r L13 MIFF�r L13 nn nr 1r�` nr-1r. ter..,.,L. r�i�r,r�L13 n., r•r , Eh" -�r�r� nr�r� i, r�r, nr� li,, WB LOOKUP = �..���.� 1 i� � ►pi �►.i►i ► ►� i ►..►J�� is ai ►����� ►'��►i .��i u►J�� ►���i EE ►�f.i MILLWORK CANOPY II L4 L4 6 /I®2 9'-0"A.F.F. II ® L4 L5 L5 ` L4 L4 6 III L4 L5 L5 6 ,L2 40 $9'-0"A.F.F. DESK & WASHROOM +2 CBH 06. 06. 06. GWB *2 *2 0 - - � �s„■.t�.�..�1�.�a�l�.■..��.� _ ACCESSORY t.1a - 11' 1"A.F.F.- - 1 (zi \IP STEREO & "'' °� L1A °• F -1 F CLOSET #3 & " I U IT STUCCO ARCH I MIRROR #4 STUCCO ARCH I ' it � L1A MIRROR #3 L1A L16 FR.4 FR.3 FR.2 FR.1 +1 CBH $9S.T.6U.CACFOFARCH 9__I . 19'-6"A.F.F. I 9'-6"A.F.F. I 4 L11 L11 11 11 . ■ L11 L11 Q Q i.1 L11iL �L Q Q I I I 06. T 1(FS. - _ ■ r-I-� r� r-IIJ I -- '---- ---r i �. i! . r-`'-i r -#. - - --1_ I L - I I I (i " i I i �iI L5 L13 L1 L5 L5 L13 L1 L13 0 0 0 s i i .... i-! ! r I 5 5.L L2 � ` • L2 - 1 1.2 _ L J S .:.......... . LJ ..-..: --.- -.-- --L--J I iiii L:.J C L._J l- L=_J L J c iY 1 VW; �+] i Di C" • I I .�ri�� I I I I _ D " r " r. rr r " " r " GWB GWB I • $912W1-0B" - -- 8 3-63/4 3-63/4 3-6 3/4 8 8 3-6 3/4 3-6 3/4 3-6 3/4 8 f / #4--f .� i v 'r ,�j WINDOW �.,$12"-0"A.F.F. 12'-0"A.F.F. A.F.F. DISPLA # _ 1 L11 L11 L11 L11 11 L1 _ ADJACENT TENANT r ; - r�� r�, rf ��, r j �� , , i Q �- Q I , i . � �� ii III � , �, , ice 0 1-�! • I -" - !-= I � �_� i !-1 - 1 I __ I I Iti iti ...-. ...-.- i_=1 -- Li .. -_- --- -- I-il .. ------- - -- - .--i _3 -- ?-_ I-- .- - i -7= .t -- - -- -t.. 1 -------- ........ --. is =i:. i * - i- Li 1 ^_' Li t -- L__J L_i L,i L.{J L__J L_-J L J L J ... 17 P O I I E RY BARN L--J S i/LI Q - - -- --- -- . L_J--- 0 L J "' ,. 8" 4'-51/2" , 4'-51/2" , 4'-51/2" �8", ,8rr# 4'-5112" , 4'-51/2" , 4'-51/2" :a ,8"sy 4'-51/2" , 4'-51/2" , 4'-51/2" #8'�, 1 RCP PLAN 01.5 Scale: 1/4" = 1'-0" CEILING NOTES: LIGHTING CODED NOTES STEREO SCHEDULE LIGHTING SCHEDULE 1. ALL HEIGHTS INDICATED ON PLANS ARE FROM TOP OF FINISHED FLOOR TO BOTTOM OF CEILING/FIXTURE SYMBOL DESCRIPTION MANUFACTURER MODEL DIMENSIONS FINISH NOTES SYMBOL DESCRIPTION MANUFACTURER MODEL LAMP WATTS 120V 12V MOUNTING FINISH TRIM NOTES SPECIFIED U.N.O 1 : MASTER SWITCHING LOCATION. REFER TO • : NIGHT LIGHTING (ALWAYS ON) - 4Y4" EYEBALL, CONTRAST NW7000M MR16 CONSTANT COLOR 1X35W • RECESSED A-WHITE T7024-11 GENERAL AREA ELECTRICAL DRAWINGS FOR DETAILS CPL27-W WHITE CEILING MOUNTED f COMMUNITY CPL27 W 19Y2 X 12y4 cs CEILING HUNG SELF L1A RECESSED MR16 35W LP 2. PROVIDE ADEQUATE CLEARANCES FOR FIXTURES, DUCTS, CEILING ITEMS NECESSARY TO MAINTAIN THE 44 : SEPARATE WASHROOM SWITCH, WITH -_- CONTAINED SPEAKER X 9Y2" (4) 01.4 ' SPECIFIED HEIGHTS ABOVE FINISHED FLOOR. OCCUPANCY SENSOR 4Y4" EYEBALL, CONTRAST NW7000M MR16 CONSTANT COLOR 1X35W • RECESSED B-BLACK T7024-02 ACCESSORY UNITS P58/ 5i-ASY 123/8" X 16Y2" BLACK (5) 06.2 L1 B RECESSED MR16, 35W LP 3. SEE ELECTRICAL DRAWINGS FOR FIXTURE MODEL NUMBER AND QUANTITIES NOT OTHERWISE NOTED ON W4 WORK • : WINDOW DISPLAYS - 2 WAY SWITCH Cuj INWALL SUBWOOFER SUBSONIC X 14/8" (10) 06.1 THIS DRAWING. _j 41 6" RECESSED CONTRAST NW2000A PAR20 CONSTANT COLOR 1X5OW • RECESSED WHITE 01-WHITE FITTING ROOM AREA & • WORK LIGHTS 6 PLANT 'GROW' LIGHT (ON TIMER) T- EYEBALL, PAR20 LP ELBOW TRIM WASHROOM 4. ADDITIONAL HANGER AND SAFETY WIRES FOR LIGHT FIXTURES, SPEAKERS, AND AIR SUPPLY/RE-URN Q BIAMP SPM412E 5"W X 43/4"H WHITE CASH DESK #1 DIFFUSERS (AS REQ'D PER LOCAL CODES) TO BE THE RESPONSIBILITY OF THE SUBCONTRACTOR. �c.P, STEREO CONTROL PAD (3) 07.2 RECESSED MR16 METAL MX2 GE - 2X20W • RECESSED TRIM TO N/A TO BE PAINTED ON SITE TO 5. SUBMIT A LEI I ER OF ASSURANCE OF PROFESSIONAL DESIGN SIGNED AND SEALED BY A PROFESSIONAL KEY NOTES Ali: HALIDE DOWNLIGHT DASAL CMH2O/MR16/UVC/830/ MATCH MATCH CEILING COLOUR L4 2 LAMP CLUSTER GX10/SP PT-2 STRUCTURAL ENGINEER (SPECIALTY ENGINEER) REGISTERED TO PRACTICE IN THE PROVINCE OF MANITOBA ON NUMBER DESCRIPTION DET/SHEET SECURITY SCHEDULE RECESSED MR16 METAL MX3 GE - 3X20W • RECESSED TRIM TO N/A TO BE PAINTED ON SITE TO COMPANY LEI I ERHEAD (OR IN A FORMAT REQUIRED BY THE AUTHORITY HAVING JURISDICTION OVER THE STEEL MOUNTING PLATE FOR DOUBLE HANG SUSPENDED RACK, PROVIDED WITH 12" (8) 06.1 rein HALIDE DOWNLIGHT DASAL CMH2O/MR16/UVC/830/ MATCH MATCH CEILING COLOUR PROJECT) THE LEVER SHALL CONFIRM THAT THE ENGINEER HAS CARRIED OUT A DESIGN FOR ALL LENGTHS OF THREAED ROD. MOUNTED IN CEILING SPACE. SYMBOL DESCRIPTION MANUFACTURER MODEL DIMENSIONS FINISH NOTES L5 3 LAMP CLUSTER GX10/SP PT-2 SUSPENDED INTERIOR STRUCTURES INCLUDING CANOPIES AND BULKHEADS, ALL LOADBEARING PARTITIONS AND FC - FIXED CAMERA PELCO ICS090 5.3 X 2.39 H WHITE PLASTIC RE-USE UNITS FROM GE F25T8/ 1 X32W • SURFACE N/A # ALL EXTERIOR METAL STUDS, AND THAT THIS DESIGN SUBSTANTIALLY CONFORMS TO THE PROJECT DRAWINGS " 3' FLUORESCENT STRIP CFI SB136 • /A N/A MIRROR #1 ONLY AND TO ALL APPLICABLE CODES. WALL DESIGN SHALL INCORPORATE ALL NECESSARY WALL REINFORCING STEEL MOUNTING PLATE FOR SINGLE HANG SUSPENDED RACK, PROVIDED WITH 12" (9) 06.1 VISIBLE DIMS TRIM WITH ORIGINAL STORE SINGLE LAMP FLUORESCENT SPX30/ECO PROVISIONS FOR INTERIOR TENANT IMPROVEMENT LOADINGS TO BE APPLIED ONTO THE WALLS. DESIGN SHALL 2 LENGTHS OF THREAED ROD. MOUNTED IN CEILING SPACE. SMOKED DOME L6A 3000K COLOR BE INACCORDANCE WITH THE STANDARD BUILDING CODE FOR SEISMIC RESTRAINT PROVISIONS. THE LEI I ER PTZ - PAN TILT ZOOM PELCO SPECTRAIII 8.2"0 X 4.3"H WHITE PLASTIC RE-USE UNITS FROM GE F32T8/ 4 FLUORESCENT STRIP CFI SB148 1X32W • SURFACE N/A N/A MIRROR #1 ONLY SHALL CONFIRM THAT FIELD REVIEWS HAVE BEEN CARRIED OUT BY THE ENGINEER AND THAT THE WORK I;?1 (PTZ CAMERA) VISIBLE DIMS TRIM WITH ORIGINAL STORE SINGLE LAMP FLUORESCENT SPX30/ECO SUBSTANTIALLY CONFORMS TO THE ENGINEER'S DESIGN AND SITE INSTRUCTIONS. (1) CEILING HUNG SPEAKER MOUNTED CENTRALLY IN BAYS UNLESS NOTED OTHERWISE. (4/5) 01.4 SMOKED DOME L6B 3000K COLOR FRT PLYWOOD BACKING REQUIRED IN CEILING SPACE. 6. SEE MECHANICAL DRAWINGS FOR DIFFUSER LOCATIONS. ARCHITECTURAL DRAWING LUMINAIRE LOCATIONS ALARM PANIC BUTTON INTERCON 2B 2.25"W X WHITE CASH DESK 10' TRACK WITH 4 LIGHTOLIER LYTESPAN PAR30 - 39W 4X39W • SURFACE WHITE N/A DISPLAY WINDOWS SUPERSEDE ALL OTHER CEILING APPURTENANCES. PB 2.4"D X 1"H d A' ° A HEADS 55008WH W/ CMH LIVE END FEED: 55031 WH 0 CEILING HUNG CUSTOM PENDANT FIXTURE REQUIRES FRT PLYWOOD BACKING IN L7A 8110WH HEAD LIVE END ADAPTOR: 55033WH CEILING FOR SUPPORT. ALARM KEY PAD DSC LCD5500Z 5.75"W X WHITE WITH CASH DESK - • 7. IN NEW GWB CEILING, PROVIDE ACCESS PANELS WHERE NECESSARY TO ACCOMMODATE NEW LIGHTING KP1 LAYOUT. 4.5"H X 1"D BLACK DISPLAY o e 6' TRACK WITH 4 LIGHTOLIER LYTESPAN PAR30 39W 4X39W • SURFACE WHITE N/A DISPLAY WINDOWS HEADS 55008WH W/ CMH LIVE END FEED: 55031WH CEILING HUNG GANG CHANGE BAR AND WINDOW DISPLAY BARS REQUIRE FRT MDI MOTION DETECTOR SURFACE MOUNTED ON L7B 8110WH HEAD LIVE END ADAPTOR: 55033WH 8. REFER TO ENGINEER'S DRAWINGS FOR THE LOCATION OF REQUIRED NEW EXIT SIGNAGE. (1) PLYWOOD BACKING IN CEILING FOR SUPPORT. "I 2'X4' RECESSED CFI AA348 OCVA T8 MAGNETIC 3X32W • RECESSED PATTERN 12 N/A BACK ROOM 8 MAG C 9. DENOTES 2'x4' T-BAR CEILING, ALL OTHER AREAS ARE GWB CEILING UNLESS NOTED MOTION DETECTOR SURFACE MOUNTED ON FLUORESCENT TROFFER FLUORESCENT 3000K COLOR ACRYLIC . . OTHERWISE. ALL HEIGHTS ARE AS SHOWN ON PLAN. SUSPENDED MILLWORK FINISHED CEILING PANELS. 06.7 & MD CEILING L8 (3 LAMP) LENS - 06.8 KEY SWITCH AT BACK DOOR ASTERIX BRUSHED BACK ROOM RECESSED DOWNLIGHT LIGHTOLIER 82263242 WARM 3000K 1X 2X32W • RECESSED WHITE 8038CL OVER PLANTERS KS TIED TO INTERCON ALARM KS950 4.75 H X 3 W (GROWLIGHT) HG120 GE F32TBX-SPX30-4P BAFFLE W/ SECURITY X NOMINAL ALUMINUM W/ COOL 4100K 1X NOTE: STUCCO BULKHEAD - SEE DETAIL. (2) 06.2 HARDWARE DEPTH LEDS L9 GE F32TBX-SP41-4P WHITE TRIM ALL CEILING DIMENSIONS ARE MEASURED FROM FINISHED FLOOR UNLESS OTHERWISE SPECIFIED. � DC DOOR CONTACT NARROW APERTURE DASAL 2-060F-C-P- 20W CMH MR16 SPOT 1X2OW • RECESSED TRIM TO N/A USED TO HIGHLIGHT BULB TYPE PLACEMENT LEGEND „ " L11 SPOT LIGHTING FOR 20WGX10-CMH GEL/CMH2OMR16/830SP MATCH CHANDELIERS (i" TILED BULKHEAD - SEE DETAIL. (6) 06.2 SMOKE DETECTOR ESL 448CT 6.1"95 X 1.85"D WHITE THROUGHOUT CHANDELIER L50 120 W/2-195 PT-2 GRAPHICS LA z----1 t r S 1 S D -GX10-CMH-01 Q 0 0 + DOOR BELL PUSHBUTTON SEE ELEC. RECESSED MR16 METAL MX1 GE - 1X2OW • RECESSED TRIM TO TO BE PAINTED ON SITE TO i MEDIUM FLOOD (NO MORE THAN 25 Deg) SUSPENDED GWB CEILING. (4) 06.2 % DRAWINGS ®L12A HALIDE DOWNLIGHT DASAL CMH2O/MR16/UVC/830/ MATCH MATCH CEILING COLOUR SEE ELEC. 1 LAMP CLUSTER GX10 SP PT-2 NARROW SPOT 8Deg (NO MORE THAN 12 Deg) DOOR BELL WITH / TRANSFORMER DRAWINGS RECESSED MR16 METAL MX1 GE - 1X2OW • RECESSED BLACK TO BE USED IN STOREFRONT SUSPENDED CEILING PANEL WITH OWNER SUPPLIED GRAPHICS APPLIED. (3) 06.6 DI L12B HALIDE DOWNLIGHT DASAL CMH2O/MR16/UVC/830/ BULKHEAD LIGHTING & FIXTURE COUNT LEGEND 10 SECURITY NOTES 1 LAMP CLUSTER GX10/SP 0 L6A MINIMUM OF 15' OF LOOPED CABLE TO BE LEFT IN PLENUM SPACE FOR FINAL PLACEMENT AND RECESSED MR16 METAL MX4 GE 4X2OW • RECESSED TRIM TO N A TO BE PAINTED ON SITE TO - L1A FOR MIRROR 0 ®L12A 0 *L50 0 INSTALLATION OF CEILING SECURITY FIXTURES. - f LfiB SUSPENDED ARITZIA SIGNAGE (1) 03.5 •uuu HALIDE DOWNLIGHT DASAL CMH2O/MR16/UVC/830/ MATCH MATCH CEILING COLOUR 0 0 L12B 0 F 0 L13 4 LAMP CLUSTER GX 10/SP PT-2 -� L1 B FOR MIRROR I--7 RECESSED MR16 METAL MX5 GE - 5X20W • RECESSED TRIM TO N/A TO BE PAINTED ON SITE TO - 0 'o o'L7 0 u��`L13 0 cs 10 u�i HALIDE DOWNLIGHT DASAL CMH2O f MR16/UVC/830/ L14 5 LAMP CLUSTER PT-2 MATCH GX10/SP MATCH CEILING COLOUR L3 N/A ' L8 0 L15 0 I sum► 6 3Y2" EYEBALL, CONTRAST T-3000 & MR16 CONSTANT COLOR 1X35W RECESSED B-BLACK T3000-02 SUPSENDED WOOD CEILINGS �,� L4 0 � L9 0 L15 RECESSED MR16, 35W LP ME L5 0 O- L11 0 OWNER SUPPLIED GC KARICE 15X15W • SURFACE STEEL & CENTERED INSTALLED CUSTOM ENTERPRISES MOUNT GLASS CEILING AREA IN FITTING FIXTURE PENDANT ROOM #L50 17 FAN UNIT - FOR WASHROOM NOTES _ ALL LIGHTING IN DRYWALL AND PAINTED MILLWORK TO BE WHITE TRIM, LIGHTS SET INTO MARBLE TILE WORK OR WALNUT TO HAVE BLACK TRIM EMERGENCY LIGHTING TO BE PROVIDED AS PER LOCAL CODES. scale date owner consultants architect seal north revisions revisions project sheet title DAVID A. UDKCJW, ARCHITECT AS NOTED NOV. 7, 2008 ' 11881 North 113th Way ' p drawn checked w Scottsdale, Arizona 85259 -�� �,i tJ1 __- �� SH DAU ,-; , -, :??, 0 (480) 614-3385 / (480) 614-0209 Fax 4p: th iffr 14.-- 1 "-- store no- sheet no. E-mail: davidaudkow @cox.net < 7 emilial --.... .'..'' g DAVID A. UDKO et:?... WASHINGTON SQUARE 01 .5 s. .: #42 ,_ i �, M; �: •� q�of�S UNIT CO2 5 2182 it SOUTH WEST WASHINGTON s SQUARE ROAD TIGARD, OREGON 4 Dec 18th-08 Issued for building permit (;OTTSDALE' AZ RCP ilk This drawing is copyright property of Aritzia LP and may not be reproduced (Pao* ,C444 ° 97223 3 Dec 15th-08 Issued for prelim LL review without written permission.All designs and other information shown on this drawing are for use on the specified project only and shall not be used 'fi, Dec 12th-08 Issued to LL for initial schedule PLAN otherwise without written permission of Aritzia LP.Written dimensions shall �F 2 have precedence over scaled dimensions.Contractors must verify all job C work dimensions,drawings,details,and specifications and report any errors, 204-611 Alexander Street • omissions or discrepancies to the designer before proceding with any Vancouver, BC V6A 1E1 1 Nov 28th-08 Issued to MBE consultant Work. T.604.251.3132 F.604.251.6575 Drawing Issue REV or SK No. no. date issue ISSUES I REVISIONS 0 0 0 0 D B A ADJAC^NT TENANT BROO <STONE _ 61-0" 8-0" 610" 61-0" 61 610" 61-0" 61-O 61-0" 6-0" �- 4 s = s --\'' N N MIRROR 2 = I _ —— — — l 1 1 ,A 1-1A ! tti' i a 1 n MALL CORRIDOR , CLOSET #1 1 ;—_ 1 _ -1 -� N 4-2 N L8 L8 MD I� �, ! = 04 *dL11 L11b — --' eiL11 L1160L11 4 --~ �L11 L116 EXTERIOR L2 L2 ilYil360° L2 L2 ° T 6'-4" •'-6" 4'-91/4" " 4'-91/4" 6'-10" 8-4" 3'-2114'1 = -- -- -- FA - t_ N 11 INI - 1_ 11 1_ p 1_ p S kiNg 3 1 1/2 3s-10 1/4 31-3 1 3p , 4 91/2 8 1 C2 8 1 _ Q 1 ;1 {3-- 0 �, UIN[C2 1_"� / L �-aJ / [C2—J r•- L15 1-15 -- L15 L15 ._ 5 5 5-5 - 1 5 5 / 5 5 / 5'-5" •ft '1 f STAND 1 / STAND T f I' / sD - - - r� f ,1-,.- — — — — r�r�r-rte r - 7;"V rrrrrsr- — 4---72 E r-1r,r,r-, r.7Vr� r_'r„�EE. ctn.?VTe r,r"? i-Irlr -�►�►� — r r r-1 r� —4-2 L2 u — uuuu — — uu►iu .0 u uuuu / uuu — — ' �� � � ` L5 u u L5 22E2 P E L13 L13 o L13 L13 L13 L13 13 L13 L13 L13 g LT-1 L112 1 La SH DES UNIT ° C'4 222" 66" 1221(Z" CA K'BOV; F .9 FR. 0 I LI5 L15 L15 L15 �� � El r cv L12 Co �A, _ NT .� .�►7 PLANTER E 5 `'0 �� — — ►'J er ►i ,a, L12 :, L12 Fi g j L4 12 #1 L1,2 'g 6111:8......L......................../."- L2 L2 L2 r�► �►8.51/4" 5 L M _ L5 3'-1" 1"-6" ` 5 1 p p 1 1 a 8-7 3(4 / 8-1 1/4 J, 7.6 10-1 4-0 _; 1 a , a 1-13 " t13 l a / p�; , 2-0 3-101/2 3-101(2" 3-101/2 N N \ I p p N ✓ / M MALE - 1 21-7" 2-7 r-7 7 / / L15 L15 115 1-15 } — � I \ L15 _L1541 L15' L15 PLANTER SD • �I � N \ L4 Erb �' ►)2 N ' ! > L12 L12 ►JU L12 N — u�� — - — — — L12 SALES L12 — — 1� MALL --- . it BACK FR MIRROR WITHH L#1 D r' L2 �k 6" 61-0" 6'-6" 5'-0" T-2112" \ 5'-71/4" / 11'-1 3/4" A R FA 211-7" / I L1' CORRIDOR II P ROOM _\ Q L 11- s L11 -L15 L15 v L2 L2 L2 L2 N Q 1�� 1_ .i .--� - � - -- ------ 1 N ! a 1 N `D -------------- - --- ._._ MD m - n 1 p =' I 9'-7" 6-6 8-6 9-6112 14-01/4 71-6" ���JJJ"�� 41-5 112 3-2 0 FR s M FITTING I 4 1 l: ' , o �EA � -, L1 L, _ 1-15 / 2$ X 7-s X (] _ — 3 - r`' - - — — — — - lJ lJ J MIIIIIIIIII L2 IL A. 'NTER 5� � L4 L5 L5 L4 L5 L5 ,, 4 81/4 �, • L2 L2 L2 LZ 1-12 L" L5 En / 3'1" / 3'-1" / 3'-1" 2'-101(2" 3'-0 1/4" =4- 1 I '1®gr FR.5 0 ■ r,r,r,r,L13_ r�r,r9r-,1-13 r,n r�r,r�" _ r�r,r, _ _ �r�r-�r,L13 r,r,rlr I L13 r,r� -�r�n _ r,►-,r� ( r� LOOKUP f.I►J►/L. 1 l J �►/• EE J►JLI ►JIJ ►�JI.JL1 ri t, , EF — — ►JI',E �JL� — — �( — 3a 7 - 4'-6" -61(2" I DESK & L4 L5 L5 14 L4 L4 L5 L5 L4 —lilt 12 . 3'-7 314" 5'-5" 4'-81/4" 5'-2114" 6'-0" 10'-61/4" 5'-5" 9'-4" 6'-4" 6'-2114" 6'-21/4" 6'-61(2" 12'-2" 6'-4" 3'-1" 4 . WASHROOM 31A" 31 Aa 3'-4" +2 CB t " .. ..II Y N STEREO & 3-6 _- tW'" L1A 3'-21/4" L1A"— L �>• �1" �. f (�'(' 1 _ CL _r, MI III aim j '5�''t' 0 1 CBH 4'-81(2" 5" 4'81/2" 1-1 'ROR '3 L1A 6`�4" 2'-10" WM # MIRROR 4 4'-31/4" FR.4 F'.3 F '� '� '�' 'r ( 0 \ inn Q 1-1, — L11Q — _ _ _■ ■ L11 L11 co L1I� � — — Q — Q [: iJ I ' `_ N jj ° L,3 L3 5 L5 L13 L,3 L,3— _ ' ._ _ _ ' �ii "< _ -._-: _-.- ---.- [: iJ;c_ . ----- - -- - - - - _1 r rlrlr,r, r1►1r,r1 n' I " .y, r-�r�r�r1 r wr1r1 . r i ^•L2 l ►"Ju► `i `J , r �ll�. t3 f l 9f t9 t , -- I -I '_ h. 1.-46-4 u . i r►ayyp. uu►�u �JU►. _—— —_ -_ I, ICJ .� u ' ►a J L 1 ' � - - - - - - i L EA rr 1 NI 1 53 M E7 - I M ( 7'-21/2" 3'-9" 1 ' ( / 4'-01/4" ,, �, T-21/4" d. T-21(4" j, 3'-9" r 71-2 1/2 5'-7 1/4 WINDOW ice, (� X 41-0 1/4 5-4 / 1 - 1-- 4'-0 114 �_ I — � 6'-0" 6'-0" 6'-0" 6'-0" - -- - " 1 p 11 11 p - X 3'-4 114" X / 8'-0" / 3'-41/4" , I I X 31-4 1/4" . 8'-0" X 3'-4114" X 1 I �— / DISPLAY I I I I I I I 3'-41/4" ' L11 s-a L11 3'-41/4" d, ADJACENT TENANT Q Q Q Q Q a[ POTTERY BARN — -- - 1 I Ii-" isommismowni T-4 1/4" 7'-41/4" 7'-41/4" 7'-4 1/4" 7'-41/4" 7'-41/4" 1 LIGHTING DIMENSIONS PLAN 01,6 Scale: 1/4" = 1'-0" STEREO SCHEDULE LIGHTING SCHEDULE SYMBOL DESCRIPTION MANUFACTURER MODEL DIMENSIONS FINISH NOTES SYMBOL DESCRIPTION MANUFACTURER MODEL LAMP WATTS 120V 12V MOUNTING FINISH TRIM NOTES f—cs_—1 CEILING HUNG SELF COMMUNITY CPL27—W 19Y2" X 12Y4" WHITE CEILING MOUNTED 0 L1A 4Y4" EYEBALL, RECESSED MR16, 35W CONTRAST NW7000M MR16 CONSTANT COLOR 1X35W • LP RECESSED A—WHITE T7024-1 1 GENERAL AREA L=_=_ CONTAINED SPEAKER X 9Y2" (4) 01.4 4Y4" EYEBALL, CONTRAST NW7000M MR16 CONSTANT COLOR 1X35W • RECESSED B—BLACK T7024-02 ACCESSORY UNITS PSB/ 5i—ASY 123rd" X 16Y2" BLACK (5) 06.2 -L1 B RECESSED MR16, 35W LP I sus ■ INWALL SUBWOOFER SUBSONIC X 14%" (10) 06.1 - 4- 416" RECESSED CONTRAST NW2000A PAR20 CONSTANT COLOR 1X5OW • RECESSED WHITE 01—WHITE FITTING ROOM AREA & BIAMP 3 " WHITE 'I"L2 EYEBALL, PAR20 LP ELBOW TRIM WASHROOM SPM412E 5 W X 4/4 H CASH DESK #1 `9. STEREO CONTROL PAD (3) 07.2 RECESSED MR16 METAL MX2 GE — 2X20W • RECESSED TRIM TO N/A TO BE PAINTED ON SITE TO HALIDE DOWNLIGHT DASAL CMH2O/MR16/UVC/830/ MATCH MATCH CEILING COLOUR L4 2 LAMP CLUSTER GX10/SP PT-2 SECURITY SCHEDULE RECESSED MR16 METAL MX3 GE — 3X20W • RECESSED TRIM TO N/A TO BE PAINTED ON SITE TO SYMBOL DESCRIPTION MANUFACTURER MODEL DIMENSIONS FINISH NOTES ' HALIDE DOWNLIGHT DASAL CMH2O/MR16/UVC/830/ MATCH MATCH CEILING COLOUR L5 3 LAMP CLUSTER GX10/SP PT-2 co FC — FIXED CAMERA PELCO ICS090 5.3"0 X 2.39"H WHITE PLASTIC RE—USE UNITS FROM 3' FLUORESCENT STRIP CFI SB136 GE F25T8/ 1X32W • SURFACE N/A N/A MIRROR #1 ONLY VISIBLE DIMS TRIM WITH ORIGINAL STORE SMOKED DOME L6A SINGLE LAMP FLUORESCENT SPX30/ECO 3000K COLOR PTZ — PAN TILT ZOOM PELCO SPECTRAIII 8.2"0 X 4.3"H WHITE PLASTIC RE—USE UNITS FROM 4' FLUORESCENT STRIP CFI SB148 GE F32T8/ 1X32W • SURFACE N/A N/A MIRROR #1 ONLY I:,•I (PTZ CAMERA) VISIBLE DIMS TRIM WITH ORIGINAL STORE SPX30 ECO SMOKED DOME L6B SINGLE LAMP FLUORESCENT / 3000K COLOR ALARM PANIC BUTTON INTERCON 2B 2.25"W X WHITE CASH DESK 10' TRACK WITH 4 LIGHTOLIER LYTESPAN PAR30 — 39W 4X39W • SURFACE WHITE N/A DISPLAY WINDOWS PB 2.4"D X 1"H a ° a- ...A HEADS 55008WH W/ CMH LIVE END FEED: 55031WH L7A 8110WH HEAD LIVE END ADAPTOR: 55033WH KP1 ALARM KEY PAD DSC LCD5500Z 5.75"W X WHITE WITH CASH DESK 4.5"H X 1"D BLACK DISPLAY A a AA 6' TRACK WITH 4 LIGHTOLIER LYTESPAN PAR30 — 39W 4X39W • SURFACE WHITE N/A DISPLAY WINDOWS MOTION DETECTOR SURFACE MOUNTED ON L7B HEADS 55008WH W/ CMH LIVE END FEED: 55031WH MD CEILING 8110WH HEAD LIVE END ADAPTOR: 55033WH 2'X4' RECESSED CFI AA348 OCVA T8 MAGNETIC 3X32W • RECESSED PATTERN 12 N/A BACK ROOM MOTION DETECTOR SURFACE MOUNTED ON FLUORESCENT TROFFER FLUORESCENT 3000K COLOR ACRYLIC • MD 360, CEILING LS (3 LAMP) LENS KEY SWITCH AT BACK DOOR ASTERIX KS950 4.75"H X 3"W BRUSHED BACK ROOM RECESSED DOWNLIGHT LIGHTOLIER 82263242 WARM 3000K 1X 2X32W • RECESSED WHITE 8038CL OVER PLANTERS GE F32TBX—SPX30-4P BAFFLE W/ KS TIED TO INTERCON ALARM SECURITY X NOMINAL ALUMINUM W/ (GROWLIGHT) HG120 HARDWARE DEPTH LEDS L9 COOL OL 4100K 1X F32TBX—SP41—4P WHITE TRIM DC DOOR CONTACT NARROW APERTURE DASAL 2-060F—C—P— 20W CMH MR16 SPOT 1X2OW • RECESSED TRIM TO N/A USED TO HIGHLIGHT SMOKE DETECTOR ESL 448CT 6.1"4 X 1.85"p WHITE THROUGHOUT &L11 SPOT LIGHTING FOR 20WGX10—CMH GEL/CMH2OMR16/830SP MATCH CHANDELIERS L50 AND WALL SD CHANDELIER L50 120 W/2-195 PT-2 GRAPHICS —GX 10—CMH-01 O DOOR BELL PUSHBUTTON DRAWINGS 0 RECESSED MR16 METAL MX1 GE — 1X2OW • RECESSED TRIM TO TO BE PAINTED ON SITE TO L12A HALIDE DOWNLIGHT DASAL CMH2O/MR16/UVC/830j MATCH MATCH CEILING COLOUR 6 DOOR BELL WITH SEE ELEC. 1 LAMP CLUSTER GX10/SP PT-2 TRANSFORMER DRAWINGS RECESSED MR16 METAL - ® HALIDE DOWNLIGHT MX1 GE — 1X2OW • RECESSED BLACK TO BE USED IN STOREFRONT SECURITY NOTES L12B 1 LAMP CLUSTER DASAL CMH2O/MR16/UVC/830/ BULKHEAD GX10/SP MINIMUM OF 15' OF LOOPED CABLE TO BE LEFT IN PLENUM SPACE FOR FINAL PLACEMENT AND RECESSED MR16 METAL MX4 GE — 4X20W • RECESSED TRIM TO N/A TO BE PAINTED ON SITE TO INSTALLATION OF CEILING SECURITY FIXTURES. � � HALIDE DOWNLIGHT DASAL CMH2O/MR16/UVC/830/ MATCH MATCH CEILING COLOUR L13 4 LAMP CLUSTER GX10/SP PT-2 RECESSED MR16 METAL MX5 GE — 5X20W • RECESSED TRIM TO N/A TO BE PAINTED ON SITE TO ^� HALIDE DOWNLIGHT DASAL CMH2O/MR16/UVC/830/ Kit' MATCH MATCH CEILING COLOUR L14 5 LAMP CLUSTER GX10/SP PT-2 ,0„ 3X" EYEBALL, CONTRAST T-3000 & MR16 CONSTANT COLOR 1X35W RECESSED B—BLACK T3000-02 SUPSENDED WOOD CEILINGS L15 RECESSED MR16, 35W NW3000CM LP OWNER SUPPLIED GC KARICE 15X15W • SURFACE STEEL & CENTERED IN COFFERED INSTALLED CUSTOM ENTERPRISES MOUNT GLASS CEILING AREA IN FITTING FIXTURE PENDANT ROOM L50 F FAN UNIT — FOR WASHROOM NOTES ALL LIGHTING IN DRYWALL AND PAINTED MILLWORK TO BE WHITE TRIM, LIGHTS SET INTO MARBLE TILE WORK OR WALNUT TO HAVE BLACK TRIM EMERGENCY LIGHTING TO BE PROVIDED AS PER LOCAL CODES. owner consultants architect seal Project north revisions revisions sheet titre scale date -- -re DAVID A. UDKOW, ARCHITECT "` ,4i AS NOTED NOV. 7, 2008 :,_ drawn checked.3- - -11881 North 1 13th Way o ,# ::2Ie, �g ' N ; SH Q/�1.1 0 L l "' mss'.,, = (480) 3385 / (480) 614-0209 Fax ► A 0 st store no. sheet no. E-mail: davidaudkow@cox.net �4) , i 6c 7 , , eill"1": z '' WASHINGTON SQUARE 6 01 .6 0 _ , _ -..., (:): , _ , , _ , , ri,:,.., — #421 a, ,, ,, DAVID A. UDKOW ?'165 UNIT CO2 5 , 5585-SOUTH WEST WASHINGTON LIG HTI N G ,,_ , „ _,,,, , 2182 SQUARE ROAD 4 Dec 18th-08 Issued for budding permit ® , TIGARD, OREGON •`li This drawing is copyright property of Antzia LP and may not be reproduced SCOTTSDALE, AZ s, 07223 3 Dec 15th-08 Issued for prelim LL review DIMENSIONS without written permission.M designs and other information shown on this drawing are for use on the specified project only and shall not be used Cr'`' Dec 12th-08 Issued to LL for initial schedule otherwise without written permission of Aritzia LP.Written dimensions shall have precedence over scaled dimensions.Contractors must verify all job' lo. VW 2 C work dimensions,drawings,details,and specifications and report any errors, 204-611 Alexander Street ;k PLAN Vancouver, BC V6A 1E1 1 Nov 28th-08 Issued to M8►E consultant omissions or discrepancies to the designer before proceding with any work. T.604.251.3132 F.604.251.6575 no. date issue Drawing Issue REV or SK No. ISSUES/REVISIONS KEY NOTES NUMBER DESCRIPTION DET/SHEET GRAPHIC IMAGE#1 , CD GRAPHIC IMAGES - GRPH-1 (OWNER SUPPLIED) 00.0 - PT-3 - ST-2 0 - ST-2 0 GRPH-1 -GRPH-1 0 STUCCO ARCHES. STUCCO TO RUN DOWN TO WOOD FLOOR WITH RADIUSED 00.0 TURNBACK SEE REVISED MD-11 DETAIL Xi" REVEAL TOP & BOTTOM ---- CEILING -.- .1_ I ! 12'-0"A.F.F. STAFF DESK 00.0 1 I i- •� _ _ �.. . - - - LOOK UP DESK 00.0 /' ►�, :. - _-__.___--._ __------- --_-__-_ __.-.__-- -- ARCHWAY H 9'-6"A.F.F. HT - F STEREO UNIT & CLOSET #3 00.0: . .--.::-,- . - CD a 1■44 E a ,.. w4 ':,: .:. . _ ® RECESSED ACCESSORY UNITS WITH MILLWORK ELEMENTS 00.0 ": ,' - ' . i G c 1i ED RECESSED MIRROR IN STUCCO ARCH 00.0• . m � 11 u. 8. 9. .. - h. ➢_ B A 1 _ r t 9 �� wQ LOW HEIGHT BAY WALL USING 3 " STUD WALL CONSTRUCTION 00.0 WALL #6 WALL #5 WALL #4 WALL #3 WALL #2 WALL #1 (1)___--- - CEILING MOUNTED SPEAKERS 00.0: -- , , 1, / I \ 1.. I. I I:° .`_I ► T.1 r.' 1: 1 ! ; ....._. J j FINISHED FLOOR IN/OUT BARS 00.0 0'-0 A.F.F. Q 4a) 0 - ST-3 1 - B-1 B-1 B-1 -WD-1 • © - B-1 •- ST-2 - B-1 • ST-2 - B-1 (MD-1) (MD-1) (MD-9 (MD-1) (MD-1) (iD-i) 1 CLOSET #1 00.0 1 ELEVATION - NORTH WALL 12 MIRROR #3 & CLOSET #2 00.0 02, Scale: 1/4" = 1 -0 13 MANNEQUIN NICHE 00.0 14 HANGING DISPLAY RACKS (OWNER SUPPLIED) 00.0 ART WALL , , ART WALL , , ART WALL , 15 FLOOR MOUNTED DISPLAY RACKS (OWNER SUPPLIED) 00.0 0 -STC-1 -STC-1 - PT-1 0 H WD-1 - PT-1 H I WD-1 - PT-1 - ST-3 H PT-3 (1) JEAN BAY DISPLAY RACK (OWNER SUPPLIED) 00.0 0_ _ ,, CEILING 121-0"A.F.F. 00 0 - WOOD CLAD BAY COLUMNS WALL #8 00 0 ARCHWAY HE DROP CEILING CANOPY OVER CASH DESK . e . _ --- --- 9'-6"A.F.F., :, . G . . C00 0 MIRROR # 1 �� #2 ,,,„ __ _-, _ . _ _.-: O - - FITTING ROOM MILLWORK PANELS 00.0 • .L. _ BAY #1 BAY #2 BAY #3 11 ;I 00.0 _-. I, FR.1 FR.2 FR.3 FR.4 21 WOOD STRIP CANOPY MOUNTED ABOVE FITTING ROOMS �_ li ,,, ,„ , ,.., , 1 © EDGE LIT EXIT SIGN. REFER TO ELECTRICAL DRAWINGS. 00.0 WALL #9 WALL #7 - FIREPLACE 00.0 4 23 . .j.■o�o�o���o■■i.■�ri�rio����■ ■ --- FINISHED FLOOR• O'-0"A.F.F. cr) DECORATIVE SCREEN 00.0 0 ® B-1 0 0 - B-1 Q - g-1 0 0 0 (MD-1) (MD-1) (MD-1) (1) OWNER SUPPLIED HANGING SIGN 00.0 2 ELEVATION - SOUTH WALL 00.0 Q2, Scale: 1/4" = 1'-0" roc IN-WALL SUBWOOFER 27 FRT PLYWOOD BACKING IN WALL BEHIND FIXTURES 00.0 . WV-1 - PT-1 0 0 0 WV-1 - PT-1 0 0 411.0 - WV-1 - PT-1 0 0 © _WV_, 0 0 0 • ® 0 i 0 0 CEILING HEIGHT CEILING HT CEILING I N HT CEILING I N HT CEILING I N HT CEILING I N G FT 2'-0"A.F.F. 2'-0"A F F �, 2-0"A F F 2'-0"A F F 2'-0"A F F� 121-0"AF di Ali : - ARCHWAY HEIGHT - BULKHEAD HEIGHT _ BULKHEAD HEIGHT _ BULKHEAD HEIGHT _ BULKHEAD HEIGHT - BULKHEAD HEIGHT 9'-6"A.F.F. OPEN I 9'-6"A.F.F. t OPEN 9'-6"A.F.F. OPEN 9'-6"A.F.F. OPEN 9'-6"A F F 9'-6"A.F.F. I i I ' ,- i BAY #1 - , -�---� BAY #2 6-�-o - '� -4 BAY #3 -�� - - =--- -- --:1: :1i S1 1 STC 1-1 - WV-1 WV-1 .- * ' > 1 WD 1 WD 1 1 1 _., . „ ,, L r Li_ ; -, •.r 1 I • ' __I i r--1-- n --7.-11 , rl -t-- ii. at . __, - �L �p . PT-1 PT-1 PT-11- - PT-1 _. i= 11 i k �iC II 1 : II } 1 -. i-, . 1 _-_ FINISHED FLOOR dy I - - FLOOR FINISH I 1 FLOOR FINISH I FLOOR FINISH I FLOOR FINISH �� 1 I FLOOR FINISH 0 l--� ,, I _ �.. I � � � O'-O" _ 0-0 A.F.F.0,-0"A.F.F. 0'-0"A.F.F. 0'-0"A.F.F. 0'0"A.F.F. 0'0"A.F.F. ' " 11 B 1 ® B-1 B-1 , s - 0 B-1 (1) 0 • B-1 • - B-1 ® CMD-11� (MD-1) (MD-11] (MD-o (MD-9 (MD-1) (MD-1) (MD-1) 3 ELEVATION - SOUTH WALL (INSIDE BAYS) 4 ELEVATION - BAY 1 5 ELEVATION - BAY 2 6 ELEVATION - BAY 2 ri'\, ELEVATION - BAY 3 g ELEVATION - BAY 3 02. Scale: 1/4" = 1'-0" 02. Scale: 1/4" = 1'-0" 02. Scale: 1/4" = 1'-0" 02. Scale: 1/4" = 1'-0" Q2, Scale: 1/4" = 1'-0" 02. I Scale: 1/4" = 1'-0" -STC-1 0 -STC-1 H WV-1 WV-1 0 ® WD-1 STC-1 PT-1 H WV-1 Q HST-2 • 0 CEILING HEIGHT :� _ ____ CEILING HEIGHT CEILING HEIGHT r " _ - - _ - 12,_0.A.F.F. �R. - 12 - _, - - - XIT IT_. ._.. .� ': �` 12 0 A.F.F.Ilf 0 A.F.F.A F F t - _ -' _ .■- =EXIT ,,it.,,_ - � ENT - ENTRY HEIGHT T a `-.. t �r 11-0 A.F. 1 t`. it 1 t ARCHWAY HEIGHT _ ARCHWAY HEIGHT -._.._._ --- ,..... .:1 ARCHWAY HEIGHT , . � � rr � i r r5,,, " $ 1 9-6 A.F.F. 9-6 A F F 0 9-6 A F F it t1111111111111 t 11 1 [ 1 r iit,t11111111111 � --,,_-,--{'.--_- -: 1- , , , 1 I 1 1 4,1:1!11 t� OPEN TO 1 i OPEN TO 1 1- OPEN TO III. ► _ ' STORE r { STORE STORE 1 S T 3 BAY #3 BAY #2 BAY #1 IHflL_3' V �'� ti {.r Ldr �t , , ANkOk . ,,, •:, i 1 •. 11IIL . /. , ,I Dik • 11 x 1 I - --- FINISHED FLOOR , ` :: FINISHED FLOOR - --- 0'-0"A.F.F. I FINISHED FLOOR ---- 0'-0"A.F.F. ,. - 0'-D"A.F.F. Q 0 0 Qo m CO CD _ B-1 (MD-1) CD-1� 94) • (1) 9 ELEVATION - SOUTH WALL (BACKSIDE OF BAYS) 10 ELEVATION - EAST WALL (BACK OF STOREFRONT) 11 ELEVATION - WEST FIREPLACE WALL 02. Scale: 1/4" = 1'-0" 02. Scale: 1/4" = 1'-0" 02. Scale: 1/4" = 1'-0" scale date owner consultants architect seal north revisions revisions sheet title Project DAVID A. UDKOW, ARCHITECT AS NOTED NOV. 7, 2008 i-' drawn checked 5 i 11881 North 1 13th Way � q - � ' Scottsdale, Arizona 85259 �� ► �R SH DAU ' {480) 614-3385 / (480) 614-0209 Fax A` � 0 �r � 7 store no. sheet no_ E-mail: davidaudkow @cox.net �`' ,. , ,. DAVID A. U K V ( WASHINGTON SQUARE 6 02.1 _i,,:„,: :4,.,, ii,.„:.,,,,,,, _ ___ _. .,„,,„, q ,. ,„ . ,., „ , .., , ,, , , 1:::4 k Wf U NIT CO2 5 ' SOUTH WEST WASHINGTON � Dec 8 h 08 Issued for building• SQUARE ROAD ec t - ssue or ui ing permit ES F L 0 0 R SCOTT a TOREGON SAL,�y� - - This drawing is copyright property of Aritzia LP and may not be reproduced mow:.. ` 97223 3 Dec 15th-08 Issued for prelim LL review without wntten permission.All designs and other information shown on this �° drawing are for use on the specified project only and shall not be used Dec 12th-08 Issued to LL for initial schedule otherwise without written permission of Aritzia LP.Written dimensions shall E L EVAT 14 N S have precedence over scaled dimensions.Contractors must verify all job 2 C WO(I( dimensions,drawings,details,and specifications and report any errors, 204-611 Alexander Street Vancouver, BC V6A 1 E 1 1 Nov 28th-08 Issued to M&E consultant omissions or discrepancies to the designer before preceding with any work. T.604.251.3132 F.604.251.6575 no. date issue Drawing Issue REV or SK No. • ISSUES/REVISIONS 414" REVEAL MALL BULKHEAD „, 0 ,, d- � ==0--==0-- Li ., � � 3/4" REVEAL BLUE TILE AND .> o (f) GROUT FINISH fl „ o 7� GROUT FINISH TO WRAP OVER TOP FACE OF /p «. 2'-6" ° 1 STOREFRONT POP-OUT M C? MALL BULKHEAD `,14 '-5 3/4"A.F.F. M \ 1___e-> �1 Oa"OFSTOREFRONT POP-OUT DARK WOOD FRAME WINDOW MOULDING Ili 1 iik TILE AND GROUT FINISH DARK WOOD PANELS ilil EXISTING STRUCTURE TO REMAIN BLACK STEEL DECORATIVE CEILING HEIGHT oik GRILLE "x4"xY4" ALUMINUM ANGLE TO 12'-0"A.F.F. SUPPORT FRAME, INSET FROM I OUTSIDE EDGES BY 1Ys" WINDOW FRAME 111 soma 1 GWB BLACK SLAB ON MANNEQUIN --\ — WD-2 ;: STAND it ENTRY BULKHEAD ' f —__ 11'-0"A.F.F. START OF TENANT WIDE PLANK, LIGHT GREY WOOD FLOOR - Y4" SOLID WOOD VENEER WV-3 BLACK HANGING SIGN SLIDING WOOD DOOR HANGING SIGN WD-1 s 0 ao to L0 STOREFRONT GLAZING co `.' GL-1 COLUMN CLAD IN SOLID DARK WOOD STRIPS 3'-O" WOOD STRIPS WRAPPING COLUMN I LINE OF WALL WD-3 I I FACE BELOW . k. M V"` r- ., :- y • WIDE PLANK, LIGHT GREY ..•\-- WOOD FLOOR \—• rn Bo `J " — LINE LINE OF WALL ��.----, FACE BELOW SLIDING WOOD DOOR -�, CONCEALED DURING STORE STOREFRONT HOURS AND BLOCKS DARK WOOD FRAME ° GLAZING STORE ENTRY AFTER HOURS GL-1 VERTICAL JOINTS AT GLAZING SHOULD BE J " CLEAR 1 . ." INTERIOR OF WINDOW WINDOW MOULDING ligDISPLAY PAINTED MDF _ ' PANELS o 0 4'-2" 1 \ _Ad. -- - - -. ,-- .- \ \- I I BLUE TILE AND Il i 2'-6" o m GROUT FINISH m C/) C 44" REVEAL I I M WINDOW FRAME - WD-2 >e) TILE & STUCCO FINISH 1Y2" X 1" WOOD REVEAL TO WRAP THIS SIDE AT TOP AND BOTTOM OF BELOW WINDOW FRAME COLUMN ST-2 WD-2 I I 111 , 1 PLAN - STOREFRONT FINISH NOTES PLAN - STOREFRONT CONSTRUCTION NOTES 3'-0" 03, Scale: 1/2" = 1'-0" 03. Scale: 1/2" = 1'-0" 3-0 (-EDELEVATION - STOREFRONT 3, Scale: 1" = 1'-0" owner consultants north revisions revisions scale date architect seal Project sheet title DAVID A. UDKOW, ARCHITECT AS NOTED NOV. 7, 2008 11881 North 113th Way p 0 A 0 drawn checked- , ,-;;, ( . ,,, - t Scottsdale, Arizona 85259 " SH QAU (480} 614-3385 / (480} 614-0209 Fax tii; ,� ' f� ._ ," 1 I - i (_. C ',::. ',".- N,44. _ ,''';'' rusli' E-mail: davidaudkow @cox.net l r 7 store no. sheet no. ' ��, WASHINGTON SQUARE s S W:'_,P''''' ':k N;-- :::Ifi' ';:', .:' ',‘,, -::"‘- *' i C= ,..-.„:,DAVID A. UDKOW e 03.2 vos 2152 '' SOUTH WEST WASHINGTON 5 • to SQUARE ROAD Mitt 4 Dec 18th-08 :::::::::SCOTTSDALE, AZ TIGARDOREGON STOREFRONT'CPA/ \AZIP 97223 3 Dec 15th-08 w without written permission.All designs and other information shown on this '14°' drawing are for use on the specified project only and shall not n used Dec 12th-08 Issued to LL for initial schedule PLANS otherwise without written permission of Arttzia LP.Written dimensions shall OF204-611 Alexander Street 2 C work d Vancouver BC V6A 1 E1 • omissions or discrepancies to the designer before proceding with any 1 Nov 28th-08 Issued to M&E consultant SECTIONS work. T.604.251.3132 F. 604.251.6575 no. date issue Drawing Issue REV or SK No. ISSUES/REVISIONS ,______, , ,.........._. , (____.....__, ,----- .1 EXIST. MALL BULKHEAD MALL BULKHEAD 3/4" REVEAL 3/4" REVEAL V GROUT FINISH TO WRAP _ GROUT FINISH TO WRAP OVER TOP FACE OF l OVER TOP FACE OF l r----' •'-STOREFRONT POP-OUT STOREFRONT POP-OUT %libl■ ST-3 MALL 14'-5 3/4"KHEAD� 4A5 3A BULKHEAD 4A5 3/4UA.F.FAD -. _ TOP OF STOREFRONT POP-OUT TOP OF STOREFRONT POP-OUT TOP OF STOREFRONT POP-OUT — —\NIIIIII1bit■ 14'-d"A.F.F. �14'-0"A.F.F. �1 4'-0"A.F.F. \ ,. TILE AND GROUT TILE AND GROUT FINISH FINISH ST-2 1 ST-2 EXISTING STRUCTURE TO REMAI N ..... Ilhi CROSS BRACING IN NEW CROSS BRACING IN NEW --- STRUCTURE STRUCTURE `---I 5/8" FRT PLY r „ CEILING HEIGHT _..,,� r 4"x4"xY4" ALUMINUM ANGLE TO — CEILING HEIGHT$ 5/8 FRT PLY — — CEILING HEIG CEI HT 12'-0"A.F.F. 1 / 12-0 A.F.F. 12-0 A.F.F. SUPPORT FRAME, INSET FROM EXISTING STRUCTURE TO LEj OUTSIDE EDGES BY 1X8 GWB •+,_1 WINDOW FRAME REMAIN E , , PT-2 I WD-2 L �_. _ENTRY BULKHEAD ENTRY BULKHEAD - .-- _. _ —__ _ —__ — — 11'-0"A.F.F. 11'-0"A.F.F. Y4" SOLID WOOD VENEER STAINLESS STEEL WINDOW DISPLAY HANG BARS WV-3 SLIDING WOOD DOOR 1Th-- Y4" SOLID WOOD VENEER WD-1 WV-3 z,: FRT PLY STOREFRONT GLAZING NNN , GL-1 WINDOW MOULDING WD-2 3/4" SOLID WOOD VENEER WV-3 PAINTED MDF WINDOW VOID DISPLAY INTERIOR WV-4 E, „I iiilial 'T , IIII 1 *t; 42"WOOD FLOOR e 04\ WF-1 E r 111\ FRT PLY 10 .__ WINDOW FRAME SOLID 8" WOOD BASE �� WITH Ys" SAW CUT .,�] T�'i`I , C-`I ��1 , SOLID 8" WO REVEAL 4"x4"xY4" ALUMINUM OD BASE WD-2 - :: 7 WITH yg" SAW CUT ANGLE TO SUPPORT =� REVEAL FRAME, INSL I FROM , ,,,, OUTSIDE EDGES BY 1X8" WD-2 1- [-1 I-1 1 1 t 1_ — 1 t 1 6" HEAVY GAUGE 18ga 3-5/8" STEEL STUD STUDS ©12" O.C. CROSS BRACING BETWEEN STUDS REQUIRED. 1 ELEVATION - STOREFRONT 2 SECTION - STOREFRONT 3 SECTION - STOREFRONT 03,3 Scale: 1" = 1'-0" Q3,3 Scale: 1" = 1'-0" 03,3 Scale: 1" = 1'-0" owner consultants architect seal project north revisions revisions sheet title scale date ,' DAVID A. UDKOW, ARCHITECT AS NOTED NOV. 7, 2008 1 1881 North 1 13th Way 0 0 0 drawn checked"I a' : Ali ,,.. Scottsdale Arizona 85259 ___... SH DAU 0 (480) 614-3385 / (480) 614-0209 Fax • �,; 1 store no sheet no. E-mail: davidaudkow @cox.net •44, t 7 j �.S , a WASHINGTON SQUARE g 6 #421 03.3 i,. ,,,�;` t DAVID A. UDKOW Itt5MOUTH UNIT CO2 5 2182 WEST WASHINGTON SQUARE ROAD 4 Dec 18th-08 Issued for building permit to z 4 g .f SCOTTSDALE AZ TIGARD, OREGON STOREFRONT This drawing is copyright property of Antznia LP and may not be reproduced tpt) 97223 — - 3 Dec 15th-08 Issued for prelim LL review without written permission.,411 designs and other information shown on this drawing are for use on the specified project only and shall not be used Dec 12th-08 Issued to LL for initial schedule SECTIONS otherwise without written permission of AritrJa LP.Written dimensions shall (� C WOrk have precedence over scaled dimensions.Contractors must verify all job 204-611 Alexander Street OF \ ON" 2 dimensions,drawings,details,and specifications and report any errors, Vancouver, BC V6A 1 E1 j. v • omissions or discrepancies to the designer before proceding with any 1 Nov 28th-08 Issued to M&E consultant work. T.604.251.3132 F. 604.251.6575 no. date issue Drawing Issue REV or SK No. ISSUES/REVISIONS KEY NOTES NUMBER DESCRIPTION DET/SHEET EDFRT BLOCKING IN WALL BEHIND FIXTURES AS REQUIRED OTOWEL HOOK f 3'-8 7/8" EI:: BROOM HOLDER L LI _ \__ :i: :i: HOSE BIB CONNECTION 5 OWNER SUPPLIED SHELVING Akio, 05. PLJMBINC IXTLR SC _DUL_ ' 015.1 _ 4 _ — 05; _ _. o TOILET: SEE MECHANICAL ENGINEERS DRAWINGS FOR DETAILS. o5. -: 1 to WASHROOM SINK: SEE MECHANICAL ENGINEERS DRAWINGS FOR DETAILS. RFS-1 FAUCET: SEE MECHANICAL ENGINEERS DRAWINGS FOR DETAILS. WALL MOUNTED FAUCET WITH HOSE BIB AIIACHMENT: SEE MECHANICAL ENGINEERS DRAWINGS FOR DETAILS. O O O ll_ 1iI - WAS - ROOM =IXTUR- SC - -DUL- 5'-0 7/8" 1'-6" f ACCESSIBILTY GRAB BAR: 10'-0 7/8" TOILET PAPER HOLDER: BRADLEY #508-32 POLISHED CHROME / TOWEL DISPENSER: FROST UNIVERSAL TOWEL DISPENSER #103 STAINLESS STEEL TYPE 304 NO. 4 BRUSHED FINISH LOCATION: STAFF WASHROOM 1 PARTIAL PLAN - WASHROOM QUANTITY: 05, Scale: 1/2" = 1'-0" SOAP DISPENSER: BRADLEY #6562 STAINLESS STEEL - SATIN FINISH LOCATION: STAFF WASHROOM QUANTITY: 1 TOWEL HOOK: BRADLEY #9115 BRADEX POLISHED S.S. LOCATION: STAFF WASHROOM QUANTITY: 1 (MOUNTED AT 5'-6" ON CENTER) — PT-5 PT-5 — G HEIGHT$CEILING HEIGHT MOP & BROOM BRADLEY #9954 STAINLESS STEEL - SATIN FINISH CEILING A.F.F. 9'0"A.F.F. A HOLDER: LOCATION: STAFF WASHROOM QUANTITY: 1 (MOUNTED AT 5'-6" ON CENTER) 10' HOSE AND REEL: FRT PLYWOOD BACKING BY GC QUANTITY: 1 CT-1 CT-1 — HOSE BIB: SEE MECHANICAL ENGINEERS DRAWINGS ATILE HEIGHTA TILE HEIGHT 6'-3"A.F.F. y 6'-3"A.F.F 11 0 ...,„...., 0 / O CD 3'-4" 10" Z9 Ste— Q • ro 3'-0"MAX ( i .!? —t-.0— b N ti iff Al k 1 \ FLOOR FINISH 1 1 - FLOOR FINISH, 0'-0"A.F.F. 0'-0"A.F.F. PT-8 H- — RFS-1 RFS-1 — WALL TILE ELEVATION - WASHROOM 3 ELEVATION - WASHROOM CT-1 ''---_ 05, Scale: 1/2" = 1'-0" 05, Scale: 1/2" = 1'-0" GWB WALL PT-5 — PT-5 — CEILING HEIGHT6rik CEILING HEIGHT 9'-0"A.F.F. W 9'-0"A.F.F. 1 ! , CT-1 — `...'./ CT-1 — TILE HEIGHTdk TILE HEIGHT 6'-3"A.F.F. 6'-3"A.F.F.mti l 1 0 0 l 51/4" 4 . _ / I\\L 1 `: MARMOLEUM FLOOR WITH i COVE BASE I INTEGRATED 6" COV� ,r r RFS-1 _I c-7 )------i .-sir !I I a 1'a5" 31-6" m N/ )(\ \ /■ s- \ 1 FLOOR 0 FINISH dlik NI 1 FLOOR 01-0"FU'1LSH� 1'-6" CI)/ RFS-1 — RFS-1 — 4 ELEVATION - WASHROOM 5 ELEVATION - WASHROOM 6 DETAIL - COVE BASE 05, Scale: 1/2" = 1'-0" 05, Scale: 1/2" = 1'-0" 05, Scale: FULL SIZE scale date owner consultants architect seal project north revisions revisions sheet title DAVID A. UDKOW, ARCHITECT ,.; AS NOTED NOV. 7, 2008 1 1881 North 1 13th Way p 1 0 s 0 0 drawn checked a Scottsdale, Arizona 85259 it I SH DAU{480) 614-3385 / (480) 614-0209 Fax r Cit-��. r 7 store no. sheet no. E-mail: davidaudkow @cox.net •,;,1t � .. lii , rielle.' -:-„,-;;. :,-,,, , , ,, , _,,„,, y WASHINGTON SQUARE 6 05.1 ,,. ...„,„ ,,:,„„ $::.):, ''- --'i'' ''' ,,„ ,,„, : ,,, ‘ : ra.v DAVID A. UDKOW VAS UNIT CO2 — 5 #421 9685-SOUTH WEST WASHINGTON • • SQUARE ROAD 4 Dec 18th-08 Issued for building permit °..,,,w,:' S TIGARD, OREGON WASHROOM This drawing is copyright property of Aritzia LP and may not be reproduced COTTSDALE, AZ '�� " 97223 3 Dec 15th-08 Issued for prelim LL review without written permission.All designs and other information shown on this drawing are for use on the specified project only and shall not be used '� Dec 12th-08 Issued to LL for initial schedule P LAN otherwise without written permission of Aritzia tra Written dimensions shall 204-611 Alexander Street 2 have dimensions, over scaled dimensions.ndpifi Contractors must averify ro job OF 03V yr. C work dimensions,drawings,details,and specifications and report any errors, Vancouver, BC V6A 1 E1 1 Nov 28th-08 Issued to M&E consultant omissions or discrepancies to the designer before proceding with any ELEVATIONS work. T.604.251.3132 F.604.251.6575 no. date issue Drawing Issue REV or SK No. ISSUES/REVISIONS i --\ f---\ 1------A r .1-------\ "--\ f LI 1 m Mil 1 A f-----\ 1-----\ f EilA f-------N f z „. EXISTING CONCRETE SLAB ON i o o EXISTING CONCRETE SLAB ON o o EXISTING CONCRETE SLAB ON I ® EXISTING CONCRETE SLAB ON �- i 1 EXISTING CONCRETE SLAB ON i , STEEL DECK © 18'-6" " • STEEL DECK © 18'-6" ® STEEL DECK © 18'-6" ! ! STEEL DECK © 18-6" ® ' STEEL DECK © 18'-6" NV 2 GA TIP 6" DEEP LEG i 11111 MTL, TRACK ANCHOR TO MI 1 2 11 0 GA TYP 3-5/8" DEEP LEG 20 GA TYP 3-5/8" DEEP LEG UNDERSIDE OF EXISTING DECK 20 GA TYP 3-5 8" DEEP LEG 20 GA TYP 3-5/8" DEEP LEG MTL. TRACK ANCHOR TO MTL. TRACK ANCHOR TO STRUCTURE MTL. TRACK ANCHOR TO MTL. T R A C A N C H O R T O UNDERSIDE OF EXISTING DECK ® UNDERSIDE OF EXISTING DECK ® UNDERSIDE OF EXISTING DECK ® UNDERSIDE OF EXISTING DECK STRUCTURE STRUCTURE STRUCTURE STRUCTURE 0 c.• y - i * \ - LINE OF %" GYP BD. LINE OF %" GYP BD. ° LINE OF %" GYP BD. 43 LINE OF %" GYP BD. Zo LINE OF 9" GYP BD. 'o CEILING CEILING CEILING CEILING CEILING T 20 GA TYP 3-5/8" MTL �' 20 GA TYP 3-5/8" MTL 20 GA TYP 3-5/8" MTL 20 GA TYP 3-5/8" MTL 20 GA TYP 6" MTL STUDS SPACED © 24" O.C. STUDS SPACED © 24" O.C. STUDS SPACED © 24" O.C. STUDS SPACED © 24" O.C. STUDS SPACED © 24" O.C. . NOTE: TILE/GROUT FINISH GWB ON BOTH SIDES TILE/GROUT FINISH (1) LAYER 5/8" GYP. BD. ON ONE ONLY IF REQUIRED SEE PLAN 01.1. ST-2 ST-3 PAINT FINISH ON MMILLWORK (1) LAYER 5/8" GYP. BD. _ OR BOTH SIDES ONLY OF MTL PANELS AT BOTH SIDES OF MTL STUD STUD FRAMING (SEE PLAN 01.1). PT-1 FRAMING. SECURE TO MTL. SECURE TO MTL. FRAMING W/ (1) LAYER 5/8" GREEN E BD. FRAMING W/ 1"(L) TYPE 'S' 1"(L) TYPE 'S'SELF TAPPING STEEL (1) LAYER Sj8" GREEN E BD. ON WINDOW SELF TAPPING STEEL SCREWS SCREWS PLACED 8" O.C. ALONG ON ONE SIDE OF MTL STUD ONE SIDE & ONE LAYER OF WI" FRAMING. SECURE TO MTL. DISPLAY 8" O.C. ALONG EDGES EDGES OF BOARD AND 12" O.C. IN FRAMING W/ 1"(L) TYPE 'S' i GWB BD. ON THE OTHER SIDE TO- PLACED STORE STORE OF BOARD AND 12" O.C. IN THE STORE STORE THE FIELD OF THE BOARD. WAS-ROO M SELF TAPPING STEEL SCREWS STORE MTL STUD FRAMING„ SECURE SALES SIDE SIDE SIDE FIELD OF THE BOARD. SIDE SIDE SIDE PLACED 8" O.C. ALONG EDGES SIDE J MTL.SELF FRAMING TAPPING STEEL SCREWS FLOOR . • OF BOARD AND 12 O.C. IN THE PLACED 8" O.C. ALONG EDGES OF SIDE FIELD OF THE BOARD. 20 GA TYP. MTL TRACK W/ HILTI 20 GA TYP. MTL TRACK W/ HILTI 6" 20 GA TYP. MTL TRACK W/ BOARD AND 12" O.C. IN THE FIELD X-DNI 32 P8S15 ©3'-0" O.C. MAX X-DNI 32 P8S15 ©3'-0" O.C. MAX HILTI X-DNI 32 P8S15 ©3'-0" 20 GA TYP. MTL TRACK Wf HILTI OF THE BOARD. AND 12" FROM EITHER END. AND 12" FROM EITHER END. O.C. MAX AND 12" FROM EITHER X-DNI 32 P8S15 ©3'-0" O.C. MAX BASE TREATMENT AND WALL FINISH END. 20 GA TYP. MTL TRACK W/ HILTI AND 12" FROM EITHER END. X-DNI 32 P8S15 ©3'-0" O.C. MAX REFER TO INTERIOR ELEVATIONS. BASE TREATMENT AND WALL FINISH AND 12" FROM EITHER END. REFER TO INTERIOR ELEVATIONS 05.1 FINISH FLOOR - REFER TO FINISH FINISH FLOOR - REFER TO FINISH \L.]SCHEDULE 00.4 SCHEDULE 00.4 FINISH FLOOR - REFER TO FINISH FINISH FLOOR - REFER TO FINISH FINISH FLOOR - REFER TO FINISH I SCHEDULE 00.4 SCHEDULE 00.4 SCHEDULE 00.4 NOTE: REFER TO MTL STUD MANUFACTURER NOTE: REFER TO MTL STUD MANUFACTURER NOTE: REFER TO MTL STUD MANUFACTURER NOTE: REFER TO MTL STUD MANUFACTURER NOTE: REFER TO MTL STUD MANUFACTURER NOTE: GC TO ENSURE VERTICAL & LIMITING HEIGHT SCHEDULE. LIMITING HEIGHT SCHEDULE. LIMITING HEIGHT SCHEDULE. LIMITING HEIGHT SCHEDULE. LIMITING HEIGHT SCHEDULE. HORIZONTAL STEEL STUD WORK AND BOARD ARE OF SUFFICIENT STRENGTH AND QUALITY TO SUPPORT STUCCO STC-1. 1 NON RATED PARTITION WV 1 2 NON RATED PARTITION WV 2 r-S NON RATED PARTITION WV 3- - - - - - 4 NON RATED PARTITION - WV-4 NON RATED PARTITION - V'1/V-4 B Q6, Scale: 1 1/2" = 1'-0" 06, Scale: 1 1/2" = 1'-0" O6, Scale: 1 1/2" = 1'-0" 06, Scale: 1 1/2" = 1'-0" (19 Scale: 1 1/2" = 1'-0" f"---\ /---\ r f-----\ r---\ r 1-----\ i---\ 1 f-------A 1---- 1---\ f------\ I EXISTING CONCRETE SLAB ON 0 0 EXISTING CONCRETE SLAB ON 0 EXISTING CONCRETE SLAB ON 0 • EXISTING CONCRETE SLAB ON 0 0 EXISTING CONCRETE SLAB ON STEEL DECK © 18'-6" ® • STEEL DECK © 18'-6" © ® STEEL DECK © 18'-6" ® STEEL DECK © 18'-6" 0 `-' STEEL DECK © 18'-6" I L' 1 L___r___.1 i 20 GA TIP 3-5/8" DEEP LEG 20 GA TYP 3-5/8" DEEP LEG 20 GA TYP 3-5/8" DEEP LEG 2x20 GA TYP 3-5/8" DEEP LEG 20 GA TYP 3-5/8" DEEP LEG MTL. TRACK ANCHOR TO MTL. TRACK ANCHOR TO MTL. TRACK ANCHOR TO MTL. TRACK ANCHOR TO MTL. TRACK ANCHOR TO UNDERSIDE OF EXISTING DECK UNDERSIDE OF EXISTING DECK ® UNDERSIDE OF EXISTING DECK iliS UNDERSIDE OF EXISTING DECK UNDERSIDE OF EXISTING DECK IS0 STRUCTURE STRUCTURE STRUCTURE STRUCTURE STRUCTURE LINE OF 43" GYP BD. CEILING - \ * 4 * LINE OF GYP BD. C° LINE OF GYP BD. to LINE OF GROUT FINISH ONLY GYP BD. �° ST-3 ► LINE OF %" " GYP BD. o CEILING CEILING CEILING CEILING TILE & GROUT FINISH 20 GA TYP 3-5/8" MTL 20 GA TYP 3-5/8" MTL \ ST-2 20 GA TYP 3-5/8" MTL T STUDS SPACED © 24" O.C. STUDS SPACED © 24" O.C. 20 GA TYP 3-5/8" MTL STUDS SPACED © 24" O.C. STUCCO FINISH STUDS SPACED © 24" O.C. DIAMOND MESH SECURED TO . TILE/GROUT FINISH STC-1 BOARD BEHIND TILE ' STUCCO FINISH ST-2 ST-3 STC-1 I DIAMOND MESH SECURED TO _ 2x20 GA TYP 3-5/8" MTL PAINT FINISH � � �__m" PT-1 (1) LAYER 5/8" GYP. BD. _ BOARD BEHIND TILE ON ONE SIDE OF MTL STUD STUDS SPACED © 24" O.G. (1) LAYER 5/8" GREEN E BD. (1) LAYER 5/8" FRT PLY. FRAMING. SECURE TO MTL. (1) LAYER 5/8" FRT PLY ON BOTH AT BOTH SIDES OF MTL STUD AT BOTH SIDES OF MTL STUD FRAMING W/ 1"(L) TYPE 'S' SIDES OF MTL STUD FRAMING. (1) LAYER 5/8" FRT PLY. ON FRAMING. SECURE TO MTL' FRAMING. SECURE TO MTL. SELF TAPPING STEEL SCREWS SECURE TO MTL. FRAMING W/ ONE SIDE Sc ONE LAYER OF FRAMING W/ 1"(L) TYPE S FRAMING W/ 1"(L} TYPE 'S' PLACED 8" O.C. ALONG EDGES 1"(L) TYPE 'S'SELF TAPPING STEEL I STORE STORE STORE STORE FITTING MTL STUD FRAMING. SECURE TO PLACED 8 O.C. ALONG EDGES SELF TAPPING STEEL SCREWS OF BOARD AND 12 O.C. IN THE SCREWS PLACED 8 O.C. ALONG SALES MTL. FRAMING W/ 1"(L) TYPE 'S' SALES BAY #3 OF BOARD AND 12" O.C. IN THE SIDE SIDE PLACED 8 O.C. ALONG EDGES SIDE FIELD OF THE BOARD. SIDE EDGES OF BOARD AND 12 O.C. IN AREA ROOM SELF TAPPING STEEL SCREWS FLOOR SIDE FIELD OF THE BOARD. OF BOARD AND 12" O.C. IN THE THE FIELD OF THE BOARD. 8" FIELD OF THE BOARD. 20 GA TYP. MTL TRACK W/ HILTI • SIDE PLACED 8 O.C. ALONG EDGES SIDE X-DNI 32 P8S15 ©3'-0" O.C. MAX OF BOARD AND 12" O.C. IN THE 20 GA TYP. MTL TRACK W/ HILTI FIELD OF THE BOARD. 20 GA TYP. MTL TRACK W/ HILTI X-DNI 32 P8S15 ©3'-0" O.C. MAX AND 12" FROM EITHER END. f AND 12" FROM EITHER END. BASE TREATMENT AND WALL FINISH 20 GA TYP. MTL TRACK W/ HILTI X-DNI 32 P8S15 ©3'-0" O.C. MAX 20 GA TYP. MTL TRACK W/ HILTI X-DNI 32 P8515 ©3.-0" O.C. MAX AND 12" FROM EITHER END. REFER TO INTERIOR ELEVATIONS. �� AND 12" FROM EITHER END. STUCCO WALL FINISH X-DNI 32 P8S15 ©3 -0 O.C. TO FINISH ON J MOULD. MAX AND 12" FROM EITHER END. STUCCO WALL FINISH TO FINISH ON J MOULD. FINISH FLOOR - REFER TO FINISH FINISH FLOOR - REFER TO FINISH SCHEDULE 00.4 FINISH FLOOR - REFER TO FINISH SCHEDULE 00.4 FINISH FLOOR - REFER TO FINISH FINISH FLOOR - REFER TO FINISH \ E\ - SCHEDULE 00.4 SCHEDULE 00.4 SCHEDULE 00.4 q I _ I N 1 NOTE: REFER TO MTL STUD MANUFACTURER NOTE: REFER TO MTL STUD MANUFACTURER NOTE: GC TO ENSURE VERTICAL & NOTE: REFER TO MTL STUD MANUFACTURER NOTE: REFER TO MTL STUD MANUFACTURER NOTE: REFER TO MTL STUD MANUFACTURER NOTE: GC TO ENSURE VERTICAL Sc LIMITING HEIGHT SCHEDULE. LIMITING HEIGHT SCHEDULE. HORIZONTAL STEEL STUD WORK AND BOARD LIMITING HEIGHT SCHEDULE. LIMITING HEIGHT SCHEDULE. LIMITING HEIGHT SCHEDULE. HORIZONTAL STEEL STUD WORK AND BOARD ARE OF SUFFICIENT STRENGTH AND QUALITY ARE OF SUFFICIENT STRENGTH AND QUALITY TO SUPPORT STUCCO STC-1. TO SUPPORT STUCCO STC-1. 5 NON RATED PARTITION - WV-5 6 NON RATED PARTITION - WV-8 -- NON RATED PARTITION - WV-7 ri3. NON RATED PARTITION - WV-8 g NON RATED PARTITION - WV-9 06, Scale: 1 1/2" = 1'-0" 06,1 Scale: 1 1/2" = 1'-0" 06, Scale: 1 1/2" = 1'-0" Q6ji Scale: 1 1/2" = 1'-0" 06,1 Scale: 1 1/2" = 1'-0" revisions revisions scale date owner consultants architect seal project north sheet title ,,} DAVID A. UDKOW, ARCHITECT 4x 4 AS NOTED NOV. ?, 2008 11881 North 113th Way w.' i drawn checked . Scottsdale, Arizona 85259 , , u SH DAU w 40 14- 4 14- 2 Fx ,,t FO i � ti, 1,. O 0 ( 8 ) 6 3385 / ( 80) 6 0 09 Fax .� tL 1 7 store no sheet no E-mail: davidaudkow @cox.net N•,, Illiksk ®F�V1D �' UDK01N WASHINGTON SQUARE g 6 . :0, 2182 ti_41_ UNIT CO2 5 21 06.1 4 iSOUTH WEST WASHINGTON ry SCOTS SDALE, SQUARE ROAD 4 Dec 18th-08 Issued for building permit ,a" TIGARD, OREGON PARTITION & This drawing is copyright property of Aritzia LP and may not be reproduced '4‘.47 97223 - - 3 Dec 15th-08 Issued for prelim LL review without written permission.M designs and other information shown on this drawing are for use on the specified project only and shall not be used OF k0' Dec 12th-08 Issued to LL for initial schedule E I L I N G DETAILS otherwise without written permission of Aritzia LP.Written dimensions shall C have precedence over scaled dimensions.Contractors must verify all job 204-611 Alexander Street — 2 C work dimensions,drawings,details,and specifications and report any errors, ' Vancouver, BC V6A 1 E 1 • Nov 1 omissions or discrepancies to the designer before proceding with any Nov 28th-08 Issued to MBE consultant T.604.251.3132 F.604.251.6575 Drawing Issue REV or SK No. no. date issue ISSUES/REVISIONS . A F----\ / r EXISTING CONCRETE SLAB ON EXISTING CONCRETE STEEL DECK © 18-6" SLAB ON STEEL DECK -_� f'` "----\11/4 j///-------______ 3-5/8" STUD - cT / 20 G A EXISTING CONCRETE S UD W/4 #8 TIES TO UNDERSIDE OF // SLAB ON STEEL ROOF STRUCTURE % DECK--__„_ (3) #8 TEK SCREWS 1--- j/ ¢X % m b s Ahhii.,./ M ECHANICALLY FASTENED MILLWORK SHELF ON PER MFR RECOMMENDATION TOP OF PART � i 3 5/8", 20 GA STUDS DIAGONAL LINE OF GYP BD. ANGLE BRACKET HEIGHT WALL CEILING �, BRACINGTO STRUCTURE AT 4 -0 O.C. (ALTERNATE DIRECTION) " 20 GA TYP 3-5/8" MTL 8 GA HANGER WIRE ©48" O.C. STUDS SPACED © 16" O.C. WITH �`-'- & WITHIN 6" OF END OF STIFFENING BAR DOWN THE 20 GA TYP 7/8" MTL FURRING CARRYING CHANNEL CENTER OF THE WALL AND TIED : CHANNEL SPACED © 24" O.C. 3-5/8" 20 GA MTL. TRACK MTL CHANNEL CLIP OR -N-- TO EITHER END. HANGER WIRE (1) LAYER 5/8" GYP. BD. PAINT FINISH AT BOTH SIDES OF MTL STUD PT-1 FRAMING. SECURE TO MTL. FRAMING W/ 1"(L) TYPE 'S' --s.,SELF TAPPING STEEL SCREWS V CHICAGO GRID 'METALLIC' WALL ANGLE PLACED 8" O.C. ALONG EDGES DRYWALL SYSTEM (640 \\ OF BOARD AND 12" O.C. IN THE STORE STORE BAY #3 TENANT FOR NON RATED CEILING FINISH ANGLE AND 650 FOR FIELD OF THE BOARD. SIDE SIDE SIDE DEMISING if.. CEILINGS). INSTALLED TAS 20 GA TYP. MTL TRACK W/ HILTI (1) LAYER 5/8" GYP BD. ON WALL _ PER MANUFACTURER'S X-DNI 32 P8S15 ®3'-0" O.C. MAX ONE SIDE OF MTL STUD FRAMING. - 5/8" GYP. BD. REQUIREMENTS SECURE TO MTL. FRAMING W/ .i AND 12" FROM EITHER END. 1"(L) TYPE 'S' L M BASE TREATMENT AND WALL FINISH - SELF TAPPING STEEL SCREWS " GYP. BD. REFER TO INTERIOR ELEVATIONS. PLACED 8" O.C. ALONG EDGES 15CEILI'-6NG" AFF Q OF BOARD AND 12" O.C. IN THE LINE OF CEILING FIELD OF THE BOARD. 7/8" CHANNEL ® RIGHT ANGLE FINISH FLOOR - REFER TO FINISH SCHEDULE 00.4 FINISH FLOOR - REFER TO FINISH TO CARRY CHANNEL AND SPACED SCHEDULE 00.4 — — 16"O.C. SPACE FURRING WITHIN 3" OF WALLS AND PROVIDE 1" CLR CID ABUTTING WALLS AND NOTE: REFER TO MTL STUD MANUFACTURER NOTE: REFER TO MTL STUD MANUFACTURER NOTE: REFER TO MTL STUD MANUFACTURER PARTITIONS LIMITING HEIGHT SCHEDULE. LIMITING HEIGHT SCHEDULE. LIMITTING HEIGHT SCHEDULE. 1 NON RATED PARTITION - -10 2 NON RATED PARTITION - WV-11 3 DETAIL: TYP. PARTITION BRACING 4 TYP. GYP BD.CEILING ASSEMBLY 06, Scale: 1 1/2" = 1'-0" 06,E Scale: 1 1/2" = 1'-0" 06, Scale: 3" = 1'-O" 06, Scale: 3" = 1'-0" \TOTE: GC TO INSURE VERTICAL & - ORIZONTAL STEEL STUD WOR < AND BOARD ART 0- SUEFICIENT STRENG-- AND QUAL -Y TO SUPPORT STUCCO STC- 1 . EXISTING CONCRETE EXISTING CONCRETE SLAB ON STEEL SLAB ON STEEL DECK--'. -__." DECK ---` F-----\ / \ I \ \ /\ JI 1 , e 1 <>C < C �� C * ■. I I � 1114111 ‘ 1 1 J ti FA r'"J Y'� Y'a FA r,,a r`a r'a -.14\ . UNISTRUT CHANNEL .- lisp *m L-CST +�+� UNISTRUT CHANNEL i ;- ilos -; ;- m -,;_ 1ft CLAMP TYPE P2867 �`'.; CLAMP TYPE P2867 J (SIZE TO FIT I BEAM) ■ , (SIZE TO FIT I BEAM) I UNISTRUST P5500 12g UNISTRUST P5500 12g CHANNEL SUSPENDED CHANNEL SUSPENDED BETWEEN EXISTING I BEAMS-- BETWEEN EXISTING I BEAMS ® 24" 0/C. © 24" 0/C. A ______V- 3-5/8" 16 GA STUD 3-5/8" 16 GA STUD V\ V TIED TO UNISTRUT CHANNEL TIED TO UNISTRUT CHANNEL WITH UNISTRUT FIXTURES WITH UNISTRUT FIXTURES 4 X #10 TEK SCREWS 4 X #10 TEK SCREWS CONNECTING EACH VERTICAL t CONNECTING EACH VERTICAL TO THE HORIZONTAL STUD TO THE HORIZONTAL STUD UNISTRUT P1023 NUT, UNISTRUT P1023 NUT, LINE OF %" GYP BD. CEILING P4908 PLATE AND 5/8" GYP BD. P4908 PLATE AND 3/4" BOLT ON CEILING 3/4" BOLT 5/8" FRT PLY 5/8" GREEN E BD. -r DIAMOND TILE MESH STUCCO FINISH SECURED TO PLY DIAMOND TILE MESH _ SECURED TO PLY STC-1 TILE Sc GROUT FINISH , GROUT FINISH ONLY SALES BAY DISPLAY ST-2 ST-3 AREA SIDE SALES . f1I`11NG . . . . . , . . . . STUCCO FINISH AREA ROOM ,�� L j, STC-1 SIDE 7 c 7 C , - r CORNER BEAD CORNER BEAD "P 9 7/8" "P, " ,`erg 1-6 GROUT FINISH ONLY NOTE: REFER TO MTL STUD MANUFACTURER NOTE: REFER TO MTL STUD MANUFACTURER ST-3 STUCCO FINISH LIMITTING HEIGHT SCHEDULE. LIMITTING HEIGHT SCHEDULE. STC-1 r.--5-- DETAIL: FITTING ROOM TILE & GROUT FINISHED BULKHEAD BRACING 6 DETAIL: STUCCO FINISHED BULKHEAD BRACING 9§...._V Scale: 3" = 1'-0" q)6.V Scale: 3" = 1'-0" owns► consultants north revisions revisions scale date architect seal project sheet title DAVID A. UDKOW, ARCHITECT '-,: ite--`'\ AS NOTED NOV. 7, 2008 11881 North 113th , �`! ® ::" checked 0 Way R. o Scottsdale, Arizona 85259 r i f �' << ' 0....iej ( Arn SH DAU 0 (480) 614-3385 / (480) 614-0209 Fax ' I j.,t7. 7 no, sheet no. E-mail: davidaudkowC>cox.net DAVID A. UDKOW C'3 i itomioe, ' °��-+ �7 WASHINGTON SQUARE 6 , _a , ..-:' , . - 0 -Lt.-4 21_ - z 06.2 0 • fobs UNIT CO2 5 SCOTTSDALE, AZ "`SOUTH WEST WASHINGTON SQUARE ROAD 4 Dec 18th-08 Issued for building permit TIGARD, OREGON PA ZTdTDIOETNAts This drawing is copyright property of Antzia LP and may not be reproduced may" - - n (` 87223 3 Dec 15th-08 issued for prelim LL review without written permission.All designs and other information shown on this ■V/ \`Jl drawing are for use on the specified project only and shall not be used Dec 12th-08 Issued to LL for initial schedule G E I T I ha er precedence without written scaled dimensions.i Aritzia Contractors Written dimensions vfall shall have precedence over scaled dimensions.Contractors must verify all job 204-611 Alexander Street 2 C worts dimensions,drawings,details,and specifications and report any errors, Vancouver, BC V6A 1 E1 omissions or discrepancies to the designer before proceding with any 1 Nov 28th-08 Issued to M&E consultant work. T. 604.251.3132 F. 604.251.6575 no. date issue Drawing Issue REV or SK No. ISSUES/REVISIONS S-- STRUC-URAL_ -hG1 \ =-RS DRAWINGS FOR SP=CI =IC DEITAI _S REGARDING T- - STEEL FRAMING V-6"CLEAR f 3/4" CONDUIT FOR SPEAKER - CONNECTIONS. NO POWER CONNECTIONS REQUIRED ONE PIECE SUBWOOFER ENCLOSURE 7 I I V.......j BOTTOM OF EXISTING I BOTTOM OF EXISTING 1 I ! I CONCRETE SLAB ON STEEL 1 I I I CONCRETE SLAB ON STEEL I , DECK APPROX •, I I DECK APPROX o 01 19'-1/4" AFF 10 0' 19'-1/4" AFF I 1 , , 0 0 � , 0 0 VARYING LENGTHS OF 3"x3" VARYING LENGTHS OF 3"x3" 18ga ANGLE c/w 4-#12 TEK 18ga ANGLE c/w 4-#12 TEK SCREWS INTO METAL DECK SCREWS INTO METAL DECK - SUPPLIED MUD RING STUD CARRIED THROUGH TO STUD CARRIED THROUGH TO • •~ 3/4" FRT PLYWOOD UNDERSIDE CONCRETE SLAB 3/4" FRT PLYWOOD UNDERSIDE CONCRETE SLAB 6 DRYWALL TO THIS LINE. BACKING ON STEEL DECK BACKING ON STEEL DECK CENTRE SECTION 10" X 5" METAL 5" X 5" METAL �' (164"W X 13"H) IS NOT PLATES ��� PLATE �� "' E- - COVERED �� \ � BY DRYWALL. r--• mom I - 1 SECONDARY CONDUIT 0 6" LATERAL STUD CARRIED o 6" LATERAL STUD CARRIED - CONNECTION ON ENCLOSURE THROUGH OUG TO REAR _ THROUGH TO REAR WALL `- WALL � TO BE REMOVED ® ® -1 \ ' ' ---:‘ -MM - ' ' ''--- '' - \ CHICAGO GRID 'METALLIC' \ N CHICAGO GRID 'METALLIC' i -\ DRYWALL SYSTEM (640 \ DRYWALL DRYWALL SYSTEM (640 ° DRYWALL FOR NON RATED CEILING CEILING FOR NON RATED CEILING - - CEILING AND 650 FOR RATED BOARD AND 650 FOR RATED TYPICAL STUD WALL BOARD CONSTRUCTION CEILINGS). INSTALLED AS CEILINGS). INSTALLED AS I. 0 PER MANUFACTURER'S o PER MANUFACTURER'S N REQUIREMENTS REQUIREMENTS \ ' J` , / -- 11 - 18 GUAGE 'ANTI PUNCTURE' f. I 1,/s 111,/ STEEL PLATE ACROSS BASE 4 10N / 6" /- 4 11-4" / o I `- OF UNIT ER SECURED SIDE TO STEEL ' I� I 1 '' 11 ,,t i I/ ENCLOSURE RESTS - -- -- -- ----=- ON FLOOR NOTE: STEEL FRAME AND REMOVEABLE GRILLE TO BE PAINTED BY GC TO MATCH SURROUNDING MILLWORK SUPPLIED FRAMES. SEE 06.3 VERTICAL SECTION DETAIL - 1 TYPICAL DOUBLE HANG RACK 2 TYPICAL SINGLE HANG RACK 3 IN WALL SUBWOOFER ENCLOSURE 06.3 Scale: 1 1/2" = 1'-0" 06,3 Scale: 1 1/2" = 1'-0" 06,3 Scale: 1 1/2" = 1'-0" METAL SUBWOOFER I GRILLE 17)46" X 1313/ " x METAL SUBWOOFER SET WITHIN FRAME AND GRILLE 17)46" X 1313%6" I PAINTED TO MATCH STUCCO SET WITHIN FRAME AND SUBWOOFER I FINISH SUBWOOFER PAINTED BLACK UNIT I )2" J MOULD AROUND UNIT PERIMETER TO CONTROL OPENING AND STUCCO ( J II DP MILLWORK FACE ON "-" 1'-41/8"CRITICAL I 1'-41/8"CRITICAL WALL TO HAVE APERTURE -� STUCCO FINISH ON FRT PLY -� rte., rr�, rte, El CUTOUT TO ALLOW BLACK \ 1-4 3/8"CRITICAL BACKING STC-1 1-4 3/8"CRITICAL ACOUSTICAL r- � • '„ SEALANT C � INSTALLED STUCCO FINISH [ �1:. MAINTAIN Y2" GAP BETWEEN - - WALL TO HAVE APERTURE - • 5 =�= CUTOUT TO ALLOW = 9 STC-1 -1 STEEL STUD ASSEMBLY AND 06.3 GRILLE TO BE INSTALLED 06.3 TENANT WALL �.�" 06.3 ■ . CO PLAN SECTION - - INTERIOR SIDE OF WALLS TO HAVE 6 SUBWOOFER INSTALLATION IN STUCCO FINSHED WALL g PLAN SECTION SUBWOOFER INSTALLATION IN MILLWORK NATIONAL ■ GYPS M H E K' • 3" = " Ile U SOUND C C / . 06.3 Scale: 3 - 1 -0 06,3 Scale: 3" = 1 -0 /�� BOARD OR EQUIVALENT. i J I��,, FOLLOW MANUFACTURERS .06.3 GUIDELINES FOR INSTALLTION. p-4.1 E.Ili' 4111P.4 { ♦ ♦ ♦ ♦ ♦ ♦ y�:�, ♦ 7 ■♦ ♦ ■♦ ■♦ ♦ ♦ ■♦ • -4 1 FREE PLY ..- ,A,a,A,a?1,1?a,,�—3.4.. ������i�i���� A.BACKING BD. __41/4 / 1'4 3/8"CRITICAL DIM ON CUTOUT OF SURFACE MILLWORK , , 1'-4 3/8"CRITICAL DIM ON CUTOUT OF SURFACE MILLWORK / __---_-_ --_ ), 1'-4118"CRITICAL DIM OF OPENING THROUGH WALL y 1'-41/8"CRITICAL DIM OF OPENING THROUGH WALL y 02.5 STUCCO FINISH ON MILLWORK 5/8" FACE BACKING FRT BDPLY. 4 IN WALL SUBWOOFER ENCLOSURE IN STUCCO WALL STC-1 , ,/,// 06.3 Scale: 1 1/2„ = 1,_0„ ---\- \ ., p J oce ' 06.3 `106.3 ` 0 w 0 w M 0 __ : 0 6 cc u- EXISTING TENANT WALL w z u), Z O Z O ACOUSTICAL BA�TTINSULATION / TTTTTTTTTTTTTTTT ° o W a 15 INSTALLED 24 EITHER SIDE O 0 O o OF SUBWOOFER WALL `+ O O v O O v �1 T T 1 1 1 1 1 1 ■7 ■1 T ♦ 5 o 0 0-_ -' ' m M . M J " GWB ON FURRED _ \ h - Q r 1= Q OUT WALL v Iv-- o co ce to w'r: AOIV MAINTAIN y2„ GAP BETWEEN STEEL N.. 0 1,... 0 STUD ASSEMBLY AND TENANT WALL q '63 9 E.0 J BLACK ACOUSTICAL SEALANT J- L �_ �- 'c \ 3 Ni" STEEL STUD '�, \ \�" FREE PLY BACKING BD. FOR STUCCO FINISH SUBWOOFER SUBWOOFER STUCCO FINISH GRILLE, 17)16" X 1313/6" GRILLE PAINTED STC-1 PAINTED TO MATCH BLACKI7)46"x1313%6" INTERIOR SIDE OF WALLS TO HAVE GROUT FINISH NATIONAL GYPSUM 'SOUND CHECK' -- %" BOARD OR EQUIVALENT. FOLLOW - . , . . - . . . . . MANUFACTURERS GUIDELINES FOR 1'-51/16"GRILLE DIMENSION 1'-51/16"GRILLE DIMENSION INSTALLTION. ACOUSTICAL BATT INSULATION INSTALLED IN SUBWOOFER WALL DETAIL - SUBWOOFER WALL CONNECTION 7 ELEVATION - SUBWOOFER INSTALLATION IN STUCCO FINSHED WALL g ELEVATION - SUBWOOFER INSTALLATION IN MILLWORK 06,3 Scale: 3" = 1'-0" 06.3 Scale: 3" = 1'-0" )§.,3 Scale: 3" = 1'-0" owner consultants architect seal Project north revisions revisions sheet title scale date DAVID A. UDKOW, ARCHITECT , c AS NOTED NOV. 7, 2008 1 1881 North 1 13th Way Q drawn checked I ; Scottsdale,Arizona 85259 . ' ,; _._. �, SH DAU itT 0 = 0 (480) 614-3385 / (480) 614-0209 Fax O `` store no. sheet no. E-mail: davidaudkow @cox.net '- WASHINGTON SQUARE g 6 , , , =, -5 DAVID A. UDKOW #421 , UNIT CO2 5 2182 .--44 SOUTH WEST WASHINGTON • . SQUARE ROAD 4 Dec 18th-08 Issued for building permit dlx SCOTTSDALE, PARTITION & drawing copyright property Y p pi". : TIGARD OREGON This drawin is co ri ht of Aritzia LP and may not be reproduced VA„,,, cs.0 97223 - - 3 Dec 15th-08 Issued for prelim LL review without written permission.All designs and other information shown on this drawing are for use on the specified project only and shall not be used Dec 12th-08 Issued to LL for initial schedule C E I L I N C DETAILS otherwise without written permission of Aritzia LP.Written dimensions shall 2 have precedence over scaled dimensions.Contractors must verify all job 204-611 Alexander Street ji C work dimensions,drawings,details,and specifications and report any errors, • omissions or discrepancies to the designer before proceding with any Vancouver, BC V6A 1E1 1 Nov 28th-08 Issued to M&E consultant work. T. 604.251.3132 F.604.251.6575 no. date issue Drawing Issue REV or SK No. ISSUES/REVISIONS , , LANDLORD'S NOTES: HVAC GENERAL NOTES AND SPECIFICATIONS HVAC LEGEND 1. VERIFY ANY DEMOLITION WORK, AND ANY NEW WORK, REQUIRED BY . THE LANDLORD THAT IS NOT SHOWN ON THE PLANS WITH MARK A. GENERAL SYMBOL (SINGLE LINE) DESCRIPTION DEPA, LANDLORD'S OPERATIONS PRIOR TO BID/START OF WORK. B. DUCTWORK RECEIVED 2. VERIFY ANY WORK REQUIRED TO PROTECT LANDLORD AND TENANT 1. REFER TO THE "WASHINGTON SQUARE DESIGN CRITERIA" AND "WASHINGTON SQUARE 1. ALL DUCTWORK SHALL BE GALVANIZED SHEET METAL AND SHALL BE FIRE ALARM/LIFE SAFETY SYSTEM WIRING & DEVICES, SPRINKLER CONSTRUCTION CRITERIA" TENANT GUIDES FOR ALL INFORMATION NOT SHOWN CONSTRUCTED TO STANDARDS AS DEFINED BY THE LATEST SMACNA DEC 2 9 2008 PIPING, DUCTWORK, PLUMBING, COMMUNICATION SYSTEM WIRING, ETC. ON THE DRAWINGS. CONSTRUCTION MANUAL, CONSTRUCTION OF FITTINGS, ELBOWS AND JOINTS ' (N) NEW WORK DURING DEMOLITION AND NEW CONSTRUCTION WITH MARK DEPA AND SHELL BE IN ACCORDANCE WITH CURRENT SMACNA AND ASHRAE STANDARDS. CTfIINGDI DIVISION THE TENANT'S ARCHITECT PRIOR TO BID/START OF WORK. 2. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL STATE AND ALL DUCTWORK SHALL BE INSTALLED TIGHT TO STRUCTURE UNLESS BUILUINGDIVISICIN FEDERAL CODES, LAWS AND REGULATIONS. EVERY EFFORT HAS BEEN MADE SPECIFICALLY SHOWN OTHERWISE ON THE DRAWINGS. 3. REPAIR OR REPLACE ANY DAMAGED OR MISSING DUCT OR CHILLED DURING THE DESIGN TO MEET OR EXCEED THE MINIMUM REQUIREMENTS OF - - - - - - - - - - EXISTING WORK TO REMAIN WATER PIPING INSULATION. THE CODES. THEREFORE, UNLESS CONTRACTOR BEFORE SIGNING HIS 2. DUCTWORK SHALL BE SUPPORTED PER SMACNA STANDARDS AND BRACED PER CONTRACT SHALL HAVE NOTIFIED THE ARCHITECT, IN WRITING, OF ANY SMACNA MANUAL "GUIDELINES FOR SEISMIC RESTRAINT OF MECHANICAL 4. VERIFY CONDITION OF EXISTING DUCTWORK. PATCH AND SEAL ANY ITEM IN CONFLICT WITH SAID CODES, HE SHALL THEREAFTER MAKE ANY SYSTEMS." LEAKS, AND REPAIR OR REPLACE ANY DAMAGED INSULATION A S ADJUSTMENTS NECESSARY TO MEET SAID CODES A T NO COST TO THE OWNERS. X X X X X X X X EXISTING WORK TO BE REMOVED REQUIRED. 3. HANG RED RIBBONS ON ALL VOLUME DAMPERS PRIOR TO INSTALLATION OF CEILINGS. 3. CONTRACTORS SHALL VISIT SITE AND BE FULLY COGNIZANT OF ALL FC 5. VERIFY CONDITION OF TOILET EXHAUST SYSTEM. PATCH AND SEAL ANY CONDITIONS PRIOR TO SUBMITTING PROPOSAL. 4. PAINT INTERIOR END OF DUCTS WHERE VISIBLE THROUGH GRILLES AND S DUCT LEAKS, AND REPAIR OR REPLACE FAN IF/AS REQUIRED. VERIFY DIFFUSERS WITH ONE COAT OF DULL BLACK PAINT. PAINT ALL DUCTWORK FLEXIBLE CONNECTION PRIOR TO BID. 4. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL INTERIOR DETAILS, PIPING CONDUIT ETC ABOVE RETURN AIR GRILLES WITH DULL BLACK PAINT. FLOOR PLAN, ELEVATIONS, AND OTHER CONTRACT DRAWINGS AND HE SHALL 5. SUPPORTS: PER SMACNA MANUAL "GUIDELINES FOR SEISMIC RESTRAINTS OF 6. LANDLORD APPROVED AIR BALANCING CONTRACTOR IS REQUIRED. COORDINATE HIS WORK WITH THAT OF THE OTHER TRADES TO AVOID MECHANICAL SYSTEMS." S 10-vvvv• FLEXIBLE DUCT RUNOUT TO DIFFUSER REPORT SHALL INCLUDE MINIMUM OUTSIDE AIR CFM, TOILET EXHAUST INTERFERENCE. THE PLANS ARE DIAGRAMMATIC AND SHOW GENERALLY CFM AND CHILLED WATER BALANCE VALVE READINGS AND SETTINGS. THE LOCATIONS OF THE FIXTURES, EQUIPMENT, DUCTWORK, PIPE 6. SEAL AIR TIGHT ALL SUPPLY AND RETURN DUCT SEAMS WITH ARABOL AND LINES, ETC., AND ARE NOT TO BE SCALED. ALL DIMENSIONS AND 12 X 6 7. AIR BALANCE REPORT MUST BE APPROVED BY THE LANDLORD BEFORE EXISTING CONDITIONS SHALL BE CONFIRMED IN THE FIELD_ CANVAS INCLUDING ALL EXISTING UNSEALED DUCTWORK. S DUCT SIZE (WIDTH X DEPTH) • THE TENANT IS ALLOWED TO OPEN FOR BUSINESS. 5. OBTAIN A COMPLETE SET OF AS-BUILT DRAWINGS OF EXISTING 7. COORDINATE LOCATION OF CEILING DIFFUSERS WITH ARCHITECTURAL 8. VERIFY LANDLORD APPROVED METHODS FOR ATTACHING TO BUILDING CONSTRUCTION FROM THE OWNERS FOR INFORMATION ON EXISTING REFLECTED CEILING PLAN. STRUCTURE WHEN HANGING/SUPPORTING HVAC EQUIPMENT, CONDITIONS. 8. COORDINATE CLEARANCES OF DUCTS AND LIGHTS WITH ELECTRICAL I- S VOLUME DAMPER DUCTWORK, PIPING, WATER HEATERS, TRANSFORMERS, FIXTURES, CONDUIT, ETC. WITH THE TENANT'S ARCHITECT AND MARK DEPA PRIOR 6. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED FEES, PERMITS AND CONTRACTOR, INCLUDING ANY DUCT ALTERATIONS IF REQUIRED BY AS-BUILT TO BID. ATTACHING TO ROOF DECK OR UPPER LEVEL FLOOR SLAB IS INSPECTIONS. CONDITIONS. R S 1 j REMOTE VOLUME DAMPER NOT ALLOWED. MAY BE REQUIRED TO SUBMIT PLAN/DETAIL TO 9. ROUND BRANCH DUCT TAKEOFFS SHALL BE CONICAL. BULLHEAD AND LANDLORD'S STRUCTURAL ENGINEER FOR APPROVAL AT TENANT'S 7. COORDINATE ALL WORK WITH ARCHITECTURAL, MECHANICAL AND STRUCTURAL STRAIGHT TAPS ARE NOT PERMITTED. EXPENSE. DRAWINGS. INSTALL ALL WORK TO CLEAR NEW AND EXISTING FD SD FSD ETC.ARCHITECTURAL O BE NA CONTACT W THAANY EQUIPMENT. IADJIUST EXISTING PIPING 10. FLEXIBLE DUCT: GENFLEX "IL-1" INSULATED AND LINED AIR DUCT, UL S 0 0 0 S FIRE, SMOKE OR FIRE-SMOKE DAMPER 9. VERIFY FIRE DAMPER REQUIREMENTS FOR OPENINGS IN FIRE RATED CEILING, WALL AND FLOOR ASSEMBLIES (I.E. DIFFUSERS, AND DUCTWORK IF REQUIRED TO ACCOMMODATE NEW WORK. INSTALL ALL LISTED, CLASS 1 COMPLYING WITH NFPA 90A & 908 AND APPROVED BY THE CITY . MAX. LENGTH = 60". PROVIDE VOLUME DUCTS ETC. WITH THE TENANT'S DUCTWORK AND PIPING AS HIGH AS POSSIBLE. SUPPLY DUCT UP RETURN/EXHAUST GRILLES, ) DAMPER AT INLET END OF DUCT. ARCHITECT AND BUILDING DEPT. PRIOR TO BID/START OF WORK. 8. . COORDINATE ALL CUTTING AND PATCHING WITH GENERAL CONTRACTOR. ' SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING TO 11. ALL FLEX DUCTS AND ADHESIVES SHALL BE LABELED IN ACCORDANCE WITH 10. ALL MATERIALS AND WORK IN CEILING RETURN AIR PLENUM SHALL HIS WORK. UL 181 STANDARD FOR SAFETY. BE "PLENUM RATED/APPROVED" AS PER BUILDING DEPARTMENT L ��' S SUPPLY DUCT DOWN REQUIREMENTS. VERIFY REQUIREMENTS WITH THE TENANT'S ARCHITECT 9. OBTAIN WRITTEN PERMISSION OF OWNER AND ARCHITECT BEFORE PROCEEDING 12. INSTALL VOLUME DAMPERS WHERE REQUIRED FOR PROPER OPERATION AND AND THE BUILDING DEPARTMENT PRIOR TO BID/START OF WORK. WITH ANY CUTTING OR PATCHING OF STRUCTURAL SYSTEMS. TURNING VANES IN ALL ELBOWS EVEN IF NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL COORDINATE AND SCHEDULE TESTING S EXHAUST DUCT UP 11. PROVIDE ACCESS TO ANY LANDLORD AND TENANT EQUIPMENT, 10. FURNISH AND INSTALL MATERIALS, EQUIPMENT AND LABOR AS SHOWN AND AS 13. AGENCY FOR TESTING AND BALANCING OF AIR SYSTEM IN THE PROJECT VALVES, DAMPERS, CONTROLS, CLEANOUTS, J-BOXES, ETC. LOCATED NECESSARY FOR COMPLETE WORKABLE SYSTEMS. ABOVE GYP. BOARD CEILING AND OTHER INACCESSIBLE AREAS AS SCOPE OF WORK AREA. BALANCE AIR FLOW AT ALL OPENINGS TO THE AIR REQUIRED. VERIFY/COORDINATE WITH MARK DEPA PRIOR TO 11. GUARANTEE ALL WORK AND MATERIALS FOR ONE YEAR FROM DATE OF QUANTITIES INDICATED. AGENCY SHALL BE MEMBER OF AABC OR NEEB. L < I' S EXHAUST DUCT DOWN SUBMIT FINAL BALANCE REPORT FOR REVIEW AND APPROVAL. DURING BID/START OF WORK. ACCEPTANCE BY OWNER. BALANCING REPORT TO ENGINEER ANY UNUSUAL CONDITIONS OF AIR 12. SEE NOTES ON PLAN AND VERIFY ALL MATERIALS AND WORK 12. RESTORE ALL DAMAGE RESULTING FROM YOUR WORK AND LEAVE PREMISES IN SHORTAGES OR DYNAMIC UNBALANCE. REQUIRED BY THE LANDLORD PRIOR TO BID. CLEAN CONDITION WHEN FINISHED WITH WORK. RETURN DUCT UP 13. CONNECT ALL EQUIPMENT FURNISHED UNDER OTHER TRADES AS REQUIRED. C. INSULATION r7-1 S RETURN DUCT DOWN 14. NOTIFY OWNER 48 HOURS IN ADVANCE BEFORE ANY SYSTEM IS SHUT DOWN. 1. INSULATION SHALL COMPLY WITH THE MINIMUM REQUIREMENTS OF TITLE COORDINATE SHUT DOWN WITH BUILDING ENGINEER. 24 OF THE CALIFORNIA ADMINISTRATIVE CODE OR THE FOLLOWING, WHICHEVER IS MORE RESTRICTIVE. =■11 CROSS SECTION OF EXHAUST AIR DUCT ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH 15. PROVIDE TWO SETS OF "AS-BUILT" DRAWINGS AND TWO BOUND SETS OF ALL LANDLORD'S "ENGINEERING DESIGN CRITERIA". ALL CONTRACTORS OPERATIONS MANUALS, DIAGRAMS, SERVICE CONTRACTS, GUARANTEES, ETC., 2. INSULATE ALL NEW SUPPLY DUCTS AND EXISTING SUPPLY DUCTS NOT SHALL OBTAIN A COPY FROM THE LANDLORD'S TENANT ONE FOR THE OWNER AND ONE FOR THE BUILDING OPERATIONS DEPARTMENT. PRESENTLY INSULATED WITH 1-1/2" FIBERGLASS INSULATION 1.0 PCF ■ CROSS SECTION OF RETURN AIR DUCT DENSITY WITH ALUMINUM FOIL VAPOR BARRIER. TAPE JOINTS VAPOR COORDINATOR OR MALL OPERATIONS MANAGER AND BECOME 16. PROVIDE AND COORDINATE INSTALLATION OF ACCESS PANELS REQUIRED FOR TIGHT. FAMILIAR WITH THE REQUIREMENTS CONTAINED WITHIN PRIOR TO MAINTENANCE AND INSPECTION OF ALL EQUIPMENT (INCLUDING BASE BIDDING THE JOB. WHERE LANDLORD'S REQUIREMENTS CONFLICT BUILDING). PROVIDE ACCESS PANELS FOR ALL ITEMS OF EQUIPMENT. I CROSS SECTION OF ROUND DUCT WITH CODES OR ORDINANCES, THE STRICTEST INTERPRETATION COORDINATE EXACT LOCATION WITH ARCHITECT. 3. ACOUSTICAL DUCT LINER TO EQUAL OWENS CORNING FIBERGLASS DUCT SHALL APPLY. LINER BOARD OF 1" THICKNESS INSTALLED IN ACCORDANCE WITH SMACNA 17. SUBMIT (6) SETS OF SUBMITTAL DATA FOR APPROVAL FOR ALL MATERIAL DUCT LINER APPLICATION STANDARDS. SHOWN DUCT DIMENSION IS AND EQUIPMENT. INSIDE THE DUCT. poi- -01 CROSS SECTION OF SUPPLY DUCT 12 X 6 18. EACH SYSTEM OF PIPING AND DUCTWORK SHALL BE CLEANED OF ALL FOREIGN 4. ALL MATERIALS SHALL COMPLY WITH NFPA STANDARDS 90A AND 90B AND ACOUSTICAL LINING DUCT DIMENSION IS I.D. MATERIALS AND ROUGH SPOTS PRIOR TO BEING PLACED IN SERVICE AND UL 181 STANDARDS AS APPLICABLE. f;-------- BEFORE OPERATIONAL TESTS ARE PERFORMED. 19. EACH SYSTEM OF PIPING AND DUCTWORK SHALL BE PRESSURE TESTED IN Eg AX-Y CEILING SUPPLY DIFFUSER, SEE ACCORDANCE WITH RECOGNIZED INDUSTRY STANDARDS. D. CONTROLS SCHEDULE. A=TYPE, X=NECK SIZE Y=CFM 20. VERIFY ALL CONNECTIONS TO EXISTING SYSTEMS. 1. INSTALL WALL HEATING/COOLING THERMOSTAT WITH CONCEALED ADJUSTMENT AS SHOWN ON DRAWINGS. UNIT TO BE IN COMPLIANCE WITH CEILING RETURN REGISTER, SEE LOCAL ENERGY CODES AND BUILDING STANDARDS. -Y SCHEDULE. A=TYPE, X=NECK SIZE Y=CFM 2. THERMOSTAT SHALL BE ABLE TO MAINTAIN SPACE TEMPERATURE SET POINTS FROM 55' F. TO 85' F. E AX-Y CEILING EXHAUST REGISTER, SEE SCHEDULE. A=TYPE, X=NECK SIZE Y=CFM 3. THERMOSTATS SHALL BE ABLE TO TERMINATE ALL HEATING AT 70 DEGREE MECHANICAL 8c PLUMBING RESPONSIBILITY SCHEDULE F. OR LESS AND ALL COOLING AT 78 DEGREE F. OR MORE. AX-Y LINEAR SUPPLY DIFFUSER, SEE SCHEDULE. A=TYPE, X=LENGTH Y=CFM 4. THERMOSTATS SHALL HAVE LOCKING COVER. FURNISHED BY INSTALLED BY LINEAR RETURN GRILLE, SEE MUSE NOTES 5. COORDINATE WITH ARCHITECT FOR ALL THERMOSTATS MOUNTING HEIGHT. 1 I AX-Y nal LANDLORD MECH./PLUMB. OTHERS LANDLORD MECH./PLUMB. 0.H N/A EXISTING SCHEDULE. A=TYPE, X=LENGTH Y= FM CONTR. CONTR. 6. CONTROLS ARE PNEUMATIC AND SHALL MATCH EXISTING BASE BUILDING SYSTEM. HVAC , VERIFY WITH KEN WERBA, LANDLORD'S CHIEF ENGINEER. QT THERMOSTAT VAV BOXES • • • AI TOILET EXHAUST FANS • • • Mr DETAIL 1, DRAWING M-1 DUCT HEATERS • • GROSS SQUARE FEET AIR CONDITIONING AREA 3.739 SQ FT ' TOTAL CFM SUPPLY 3740 m EQUIPMENT IDENTIFICATION DUCTWORK & AIR OUTLETS • • CFM SUPPLY PER SQUARE FOOT AIR CONDITIONED AREA 1 CFM/SQ FT v HEAT PUMP UNIT #1 TEMPERATURE CONTROLS • • INTERNAL SENSIBLE LOAD IN BOTH, EXCLUSIVE OF ROOF AND WALL REFERENCE ONLY" TRANSMISSION AND OUTSIDE AIR > (RL) RELOCATE EXISTING OT APPROVED WITH THIS PERMIt INSULATION • • LIGHTS 6.070 SMOKE EXHAUST SYSTEM • • • PEOPLE 26,051, MISC 3.782 ELECTRICAL WIRING TO HVAC EQUIPMENT • • TOTAL 35.903 TESTING & BALANCING • • TOTAL INTERNAL SENSIBLE LOAD PER SQUARE FOOT AIR CONDITIONED AREA, DRAWING INDEX EXCLUSIVE OF ROOF AND WALL TRANSMISSION 9. DEMO DUCTWORK & AIR OUTLETS • • TOTAL INTERNAL LATENT LOAD PER SQUARE FLOOR AIR CONDITIONED AREA SHEET NUMBER DRAWING NAME CEILING ACCESS PANELS • • ___ TOTAL CFM EXHAUST FROM ENTIRE SPACE 120 CFM, MO.1 MECHANICAL LEGEND, GENERAL NOTES & SPECIFICATIONS TOTAL CFM EXHAUST PER SQUARE FOOT AIR CONDITIONED AREA 0.03 M2.1 MECHANICAL HVAC PLAN M-T24 MECHANICAL TITLE 24 DOCUMENTATION PLUMBING FIXTURES • • WATER HEATERS • • FLOOR DRAINS • • INSULATION • •• OSA VENTILATION SCHEDULE PIPING TO FIXTURES • • • REUSE (E) MAINS - ELECTRICAL WIRING TO PLUMBING EQUIPMENT • • SYSTEM ROOM TYPE ROOM AREA OCCUPANT LOAD OSA OSA MAX. VENT OSA REQUIRED MIN. SUPPLY ACTUAL OSA CFM AT REMARKS (SQ. FT.) f PEOPLE/1000 SF (CFM/PERSON) (CFM/SQ. FT.) OCCUPANT LOAD (CFM) (CFM) MIN. SUPPLY CFM DEMO PLUMBING • • VAV-1,2 RETAIL 3,739 143 - 0.3 268 1 122 2250 1122 NOTES 1. IT'S THE GC'S RESPONSIBILITY TO ENSURE THAT MECHANICAL CONTRACTORS ARE GIVEN SUFFICIENT NOTICE OF PROJECT PROGRESS AND NOTICE OF WALL AND CEILING CLOSURE TO FACILITATE THE INSTALLATION & TESTING & BALANCING OF ALL EQUIPMENT. - _ 2. IT'S MECHANICAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL NECESSARY PERMITTING AND INSPECTIONS ARE UNDERTAKEN. -scale date owner consultants architect seal project north revisions revisions sheaf title All • ® , e drawn checked CILUMAC , 0,41: 1,44, � store no. sheet no 150!California St., ird Floor r , !; 0 d P� �tte 0 Z..5�1 .µA , ,�„f. � �, OIN �'/ WASHINGTON SQUARE 5 i1�t2 ■1 Saln Fran is o,CA 9411 t-4525 ,7 - , � ► M.. - �li►�iWrSO INGTON� k- <�,. 1�� ; UTH WEST WASH T,415.398.7667 F.415,398.0596 SQUARE ROAD MECHANICAL www.gluimac.com �.n.:, ,.. ,., ,. .,.: TIGAR OREGON e- ` ICE .OU 4 .1©t t .. 01.08.00973 ' t1� This drawing s copyright property f Aritzla LP and may not be reproduced 97223 ut 'g n permission.Aii�desi designs and other information shown an this ,. � ��� � �� a, � � , � �� 4 LEGEN D, NOTES 8c witha wrdte pe g Ccintat. JMS • d r 1 �. 3 drawing are for use on the specified protect only and shall not be use N,,, * n 2 S P E C I F I C A TI 0 N S otherwise without written permission of Aritzia LP.Written dimensions shall , , , ,..a have procedence aver soled dimensions.Controctars must verify all)ob �' ` ` dimensions,drawings,details,and specifications and report any errors, 244-611 Alexander Street $n I $ fiD ta i I t}tutu r8' � omissions or discrepancies to the designer before procedUg with any Vancouver,BC V6A 1 E 1 • a .� 1 12!1912008 ISSUED FOR BUILDING PERMIT work. T.604.251.3132 F.604.251.6575 no date issue Drawing issue REV or SK No. ISSUES I REVISIONS H @ F E D, C `7 1 \ � 1 I 1{ 1 e I 1 E 1 1 1 1 I I I ! I r,,,;.f' �:>- ...... ,.,...... .._... ,,..,._. .. _, -v. ..o..� f, ..�., <.,... � ._ 1 .wv.�..� 3 I_:: 4 Jiz, fit ,..'F TA:. Y N Y r... .»., ,,.... .... - _. _... , _ .. , ...... ..... ,..,..,.. ....... ...... .,, ,...., .,.. ..:.,, ..r, ,:., -„ .., .. ... ..., N ;3: .xx a k, 7�. 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Ytrm•,,,,.,, z, , f arxr�..r , i , „ « I 'yII 0 MECHANICAL HVAC PLAN SCALE: 1/4"=1'-0" TN ED PROJECT NORTH REFERENCE ONLY NOT APPROVED WITH THIS PERMIT FLEXIBLE SPRING WIRE SHEATH SHEET METAL SUPPORT . 4 SHEET NOTES a) W/ .050 STAINLESS WIRE INSIDE. STRAPS (4 MINIMUM) SLAB OR 1. SEE DETAILS 2 & 3 THIS SHEET FOR SLOT DIFFUSER INSTALLATION. VOLUME DAMPER, STRUCTURE DIFFUSER/GRILLE SCHEDULE NOTE #2 2. SLOT DIFFUSERS IN SHEETROCK CEILINGS AND WALLS SHALL BE TITUS FLOW BAR JET THROW, MFR MODULE 5'-0" BORDER TYPE 22, 1 SLOT, INSULATED SHEETMETAL PLENUM. TAG TYPE MODEL NUMBER SIZE FACE NOTES _ CONICAL SPIN-IN MAX. 3. RETURN SLOT DIFFUSER SHALL HAVE TYPE 22 BORDERS. PROVIDE INSULATED HOOD/LIGHT :o ' _ S - SUPPLY DUCT SHIELD. A CEILING SUPPLY TITUS PSS 24"x24" PERFORATED 1 - ,r 4. EDH-1, -2, DUCT HEATER SHALL BE THERMOLEC MODEL SC DUCT MOUNTED ELECTRIC 5 KW B CEILING SUPPLY TITUS PSS 12"x12" PERFORATED 1 . -=- - Nes_ - CAPACITY, 208V/1 PH. HEATER SHALL BE LISTED WITH SCR MODULATING CONTROLLER, COMPLETE _ WITH AIR FLOW SWITCH, TRANSFORMER & MERCURY CONTACTOR. INSTALL PER MANUFACTURER'S C CEILING RETURN/EXHAUST TITUS PAR 24"x24" PERFORATED RECOMMENDATIONS. UNIT MUST BE SUBMITTED AND APPROVED BY LANDLORD PRIOR TO _ #5020 ROUND �� SHEET METAL INSTALLATION. D CEILING RETURN/EXHAUST TITUS PAR 12"x12" PERFORATED BUTTERFLY DAMPER #270 RACK OR 830A-CC & PINION _ PLENUM W/ 5. PROVIDE ACCESS TO ANY LANDLORD AND TENANT EQUIPMENT, VALVES, DAMPERS, CONTROLS, OPERATOR 1 INTERNAL RECTANGULAR - LINING CLEANOUTS, J-BOXES, ETC. LOCATED ABOVE GYPBOARD CEILING AND ANY INACCESSIBLE CEILING E LINEAR TITUS FLOW BAR LINEAR 4 DAMPER BRACKET -+► _ AREAS AS REQUIRED. VERIFY/COORDINATE WITH MALL MANAGER PRIOR TO BID/START OF WORK. SUPPLY JET THROW SEE PLANS SLOT #275 6. (E)SMOKE EXHAUST SYSTEM SHALL REMAIN & BE REUSED. VERIFY LOCATION AND IS IN PROPER LINEAR -/- LINEAR DIFFUSER, WORKING ORDER. F RETURN/EXHAUST TITUS FLOW BAR SEE PLANS LINEAR 4 #270 DUCT SUPPORT STRAPS NOTE #3 NOTE #1 7. CEILING ACCESS PANELS SHALL BE ISC STYLEMARK ACCESS DOORS. MIN. 18"X18" ACCESS ��- (SEE SPEC'S) OPENING. j� STAINLESS STEEL 8. EDH-3 DUCT HEATER SHALL BE THERMOLEC MODEL SC DUCT MOUNTED 1.5KW CAPACITY, NOTES: A DUCT BAND (TYP.) I I 208V/1 HP. SEE SHEET NOTE #4 FOR ADDITIONAL NOTES. 1. DIFFUSERS TO PROVIDE 4-WAY DIFFUSION PATTERN UNLESS OTHERWISE NOTED OR SHOWN ON PLANS. • ' J- ACOUSTICAL FLEX 2. WHERE DUCT CONNECTING TO THE DIFFUSER IS SMALLER THAN THE SPECIFIED DIFFUSER NECK (SEE SPECIFICATIONS) SIZE, PROVIDE & INSTALL CONICAL INCREASER. CEILING LINE \-PERF. CEILING 3. FRAME TO MATCH CEILING, FINISH TO BE APPROVED BY THE ARCHITECT. DIFFUSER (W/ CONNECTION PER AIR FLOW PLENUM SLOT ( / DEMOLITION 4. 1" WIDE SLOT, 1 SLOT. DIFFUSER REMOVABLE FACE) RECOMMENDATIONS S CEILING (SEE ALTERNATE MOUNTING DRILL HOLE ARCHITECTURAL D1. DEMO ALL EXISTING DUCTWORK DOWNSTREAM OF (E)VAV BOX, INCLUDING ALL BRANCH DUCTS, AT SLOTS W/RETURN IN BODY OF DWG'S FOR TYPE) DIFFUSERS AND GRILLES. AIR SECTIONS DIFFUSER & FAN POWERED VAV BOX SCHEDULE MOUNT OPERATOR NOTES: 1. LINEAR DIFFUSER FRAME STYLE SHALL MATCH ARCHITECTURAL CEILING TYPE. CFM MFR & FAN 2. VOLUME DAMPER AT INLET TO FLEXIBLE DUCT. FOR INACCESSIBLE CEILING TAG COOLING HEATING MODEL NUMBER COIL MOTOR REMARKS NOTES: USE REMOTE OPERATED DAMPER OR PROVIDE 18"X18" MIN. ACCESS DOOR. MAX/MIN MAX/MIN KW HP/V/PH 1. ALL VOLUME DAMPERS ABOVE SHEET ROCK CEILING SHALL HAVE 3. IF FLEXIBLE DUCT SIZE INDICATED ON PLAN IS DIFFERENT SIZE THAN INLET TITUS FOP /', E Ic- TO PLENUM PROVIDE TRANSITION FITTING AT PLENUM INLET. `v,�'v- � 1860/190 930/- 6,14-"c6 - _/; � %L_�,_:�,� 1 �,,,.DTI���I� Q REMOTE OPERATORS. SHOW ON SHOP DRAWINGS FOR APPROVAL. 2. PART NO.'S ARE BASED ON YOUNG REGULATOR CO. PRODUCTS vn.V-2 1880/190 940/- TITUS TQ P - 3; 4/ 2)8/1 EXISTING Q r•1! r1ct CEILING NOTES: VOLUME DAMPER INSTALLATION MOUNTED LINEAR DIFFUSER CONTRACTOR SHALL INSPECT AND VERIFY BOX IS IN PROPER WORKING ORDER, AMD REBALANCE TO REMOTE INDICATED CFM'S. INSTALL NEW AIR FILTERS, SIZE TO MATCH EXISTING. CO SCALE: NONE SCALE: NONE 1 owner consultants architect seal project north revisions revisions scale date.. sheet tale • S ® `, 0 drawn checked•,.,...„.. • ::::ii.:-: 0 GLUMAC ' ., . .•• , store no. sheet no. 150 California St. 3rd Floor r "1 :- • _ , . , _ _ to Q r. '� a, fN� +� WASHINGTON SQUARE #421 M21 San Francisco,CA 94111-452...'5 - \ • S ♦ '�„ �. j �,•, rt 4G�� 'SOUTH WEST WASHINGTON a I T.�#1 .398.7CG7 F.�15.39 .}S9G L ....01 \ 4,, ,..,.::.", 14,`. SQUARE ROAD M E C H A N I C A L _ww°w,glumac ccrm ef -.N � r �� ' � TIGARD,OREGON 01 08.00973 This drawing is copyright ht of Arllztl LP and may not be reproduced � � �, �-' ON � 97223 4 HVAC PLAN g g property y 10��r�,: �. Contact: JMS �� ` , araw�ng arse for use onthe sped6ea project oMyrarnid s�ha I d beaus dthis '' q �.b - 3 r � , ' _ .,:17,1 � �e � 2 otherwise without written permission of Ardzia LP.Written dimensions shall . ©� have precedence over scaled dimensions.Contractors must verify all Job •'. dimensions,drawings,details,and specifications and report any errors, 204-611 Alexander Street engineers for a sustainable f utu ra`» � ,�„/► ./, `-'---.,.;,�_, omissions or discrepancies to the designer before protecting with any Vancouver,BC V6A 1E1 `�� 1 12/19/2008 ISSUED FOR BUILDING PERMIT "fork' T.604.251.3132 F.604.251.6575 no. date issue Drawing Issue or o. ISSUES I REVISIONS GENERAL NOTES SYMBOLS ABBREVIATIONS FIXTURE SCHEDULE 1. THE PLUMBING SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL CONFORM TO THE LOCAL PLUMBING W WASTE PIPING ABOVE SLAB ROUGH-IN SIZES CODES AND AUTHORITIES HAVING JURISDICTION. W WASTE PIPING BELOW SLAB A AIR IN INCH OR INCHES FIXTURE FIXTURE COLD HOT REMARKS N0. WASTE VENT WATER WATER 2. PLUMBING QUALITY AND WEIGHTS OF MATERIALS, ALTERNATE METHODS OF CONSTRUCTION SHALL CONFORM V VENT PIPING ABV ABOVE INV INVERT TO THE LOCAL PLUMBING CODE. A/C AIR CONDITIONING AMERICAN STANDARD CADET 3-2403.012, WHITE, WITH SEAT. - - SD RAIN WATER OR STORM WATER Kw KILOWATT I ADA ACCESSIBLE 3- ALL PLUMBING FIXTURE LOCATIONS (WATER CLOSETS, LAVATORIES ETC.) ARE DIAGRAMMATIC AND AFF ABOVE FINISHED FLOOR MAX MAXIMUM 4" 2" 1/2A - -CD- CD CONDENSATE DRAIN �' WATER CLOSET CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR HANDICAP FIXTURES, EXACT LOCATIONS, AP ACCESS PANEL MBH THOUSAND BTU PER HOUR MOUNTING HEIGHTS AND COLOR. - CW COLD WATER PIPING ARCH ARCHITECTURAL MC MECHANICAL CONTRACTOR CRANE NORWICH 1165, WHITE, SUPPORT CARRIER, WITH KEENEY 5700 PC DRAIN, MCGUIRE REWRAPPED ANGLE STOPS, 4. ANY DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE —— HW HOT WATER PIPING BEL BELOW MECH MECHANICAL j ADA ACCESSIBLE 2" 1 1/2" 1/2" 1/2" SUPPLIES & 17 GAUGE P—TRAP. ARCHITECT, ENGINEER AND STAMPED BY THE CITY PLUMBING DEPT. PRIOR TO INSTALLATION. BEY BEYOND MFR MANUFACTURER LAVATORY BLDG BUILDING MTD MOUNTED 5. THESE DRAWINGS DO NOT INCLUDE ALL NECESSARY SAFETY REQUIREMENTS. CONTRACTOR TO COMPLY TO BOP BOTTOM OF PIPE ' SAFETY REQUIREMENTS SET FORTH BY THE LOCAL AUTHORITIES HAVING JURISDICTION. (0 BV BALL VALVE BTM BOTTOM (N) NEW SMITH 2010 NICKEL BRASS TOP, FLASHING COLLAR, 1/2" TRAP D4 GV GATE VALVE BV BALL VALVE N/A NOT APPLICABLE FD FLOOR 2" 1 1/2" 1/2" _ PRIMER CONNECTION, 5" DIA. GRATE 6. TEST SYSTEM(S) IN ACCORDANCE WITH REQUIREMENTS OF THE GOVERNING AUTHORITIES. CD CONDENSATE DRAIN NIC NOT IN CONTRACT 0 -if WH WALL HYDRANT OD OVERFLOW DRAIN 7. SEE STRUCTURAL DRAWINGS FOR ALL PENETRATIONS THROUGH STRUCTURAL MEMBERS. WHA CFH CUBIC FEET PER HOUR TOTO TEL 5GGC-10/TN71 V100 SENSOR FAUCET. 8. i.` ❑ WHA WATER HAMMER ARRESTOR CLG CEILING PC PLUMBING CONTRACTOR © FAUCET L PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID INTERFERENCE WITH ELECTRICAL AND T _ _ 1/2" 1/2" MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING. -II WCO WALL CLEANOUT CONN CONNECTION OR CONNECT PLBG PLUMBING v COTG CLEANOUT-TO-GRADE POC POINT OF CONNECTION 9. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE AND LOCATED AS PER CODE FD FLOOR DRAIN CW COLD WATER PRV PRESSURE RELIEF VALVE HAWS 5551-6426, FAUCET WITH IN-LINE FILTER. REQUIREMENTS. THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WITH EQUIPMENT, .e. FCO FLOOR CLEANOUT ©DIAMETER PSI POUNDS PER SQUARE INCH FAUCET _ - 1/2" - CABINETS, ETC., AND THE ARCHITECT PRIOR TO ANY INSTALLATION. POC POINT OF CONNECTION DB DRY BULB REQ'D REQUIRED VW 10. ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS LINE SIZE UNLESS OTHERWISE INDICATED ON DRAWINGS. DTL DETAIL (R) RELOCATE SD STORM DRAIN 11. BEFORE FABRICATION OR INSTALLATION, THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL DIA DIAMETER SHT SHEET MECHANICAL EQUIPMENT AND EQUIPMENT PROVIDED UNDER ANOTHER SECTION OF SPECIFICATIONS. EXACT DN DOWN SOV SHUT-OFF VALVE ROUGH-IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN FIELD. DWG DRAWING SS SANITARY SEWER 12. ALL PLUMBING PENETRATIONS THRU THE FLOOR SHALL BE CAREFULLY COORDINATED WITH THE BUILDING (E) EXISTING vnP.) TYPICAL ENGINEER PRIOR TO CONSTRUCTION. FLR FLOOR GC GENERAL CONTRACTOR 13. ALL HORIZONTAL PIPING LINES EXTENDED AND CONNECTED TO EQUIPMENT SHALL BE RUN AT THE HIGHEST GPM GALLONS PER MINUTE VTR VENT THRU ROOF POSSIBLE ELEVATIONS. GV GAS VENT W WASTE = SANITARY SEWER 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ALL AREAS WHICH ARE DAMAGED HDR HEADER WCO WALL CLEANOUT BY THEIR OPERATIONS. IN ADDITION, THE CONTRACTOR SHALL RESTORE TO THEIR ORIGINAL CONDITION ALL HW HOT WATER W/ WITH AREAS DAMAGED BY HIS OPERATIONS. . HWR HOT WATER RETURN WHA WATER HAMMER ARRESTER 15. ALL CUTTING OF EXISTING PAVING, WALKS AND / OR FLOORS SHALL BE BY MACHINE SAW CUTTING. HOLES FOR PIPES IN CONCRETE WALLS OR FLOORS SHALL BE DONE USING CORE DRILLING EQUIPMENT. 16. ALL PIPING SHALL BE SUPPORTED SO AS NOT TO CONTACT ANY PORTION OF THE SUSPENDED CEILING SYSTEMS OR STUDS/GYPSUM BOARD/NOISE CONTROL ELEMENTS OF THE OVERALL STRUCTURE. TRAPEZES OR OTHER DEVICES SHALL BE USED WHERE PIPING INTERFACES WITH THE NORMAL SPACING OF HANGER . WIRES FOR CEILING SYSTEMS. 18. PROVIDE 2% SLOPE ON WASTE PIPING EXCEPT WHERE NOTED. 19. VERIFY LOCATIONS OF ALL POINTS OF CONNECTION AND EXISTING PIPING ON SITE. PIPE ROUTING IS SHOWN DIAGRAMMATICALLY, VERIFY ACTUAL ROUTING AND REQUIREMENTS ON SITE. NOTE: 20. PROVIDE APPROVED FIRE STOPS AT ALL LOCATIONS WHERE PIPING PENETRATES FIRE RATED PARTITIONS. 1. PROVIDE ALL MISCELLANEOUS APPURTENANCES AS REQUIRED FOR INSTALLATION OF A COMPLETE SYSTEM 21. SEE DWG. MO.1 FOR PLUMBING RESPONSIBILITY MATRIX FOR LANDLORD & CONTRACTOR SCOPE OF WORK. INCLUDING BUT NOT LIMITED TO: CARRIERS, BACKING PLATES, STOPS, TRAPS, ETC. 2. INSTALL ADA FIXTURES PER THE ADA STANDARDS. 3. PROVIDE SKAL—GUARD OR EQUAL PRE—FABRICATED INSULATION ON EXPOSED HOT WATER AND WASTE FAUCET F-2 FAUCET F-1 PIPING TO THE ADA SINK. 4. ALL PLUMBING FIXTURES TO CONFORM TO THE LOCAL ENERGY CONSERVATION REQUIREMENTS. ELECTRIC WATER HEATER SCHEDULE LANDLORD NOTES: 7 SENSOR VERIFY ANY DEMOLITION WORK AND ANY NEW WORK REQUIRED BY THE LANDLORD THAT IS NOT SHOWN ON STORAGE RECOVERY ELECTRICAL OPER. PLANS WITH LANDLORD'S OPERATIONS MANAGER, PRIOR TO BID. FAUCET UNIT MANUFACTURER LOCATION SERVICE CAPACITY CAPACITY OUTLET - WT. REMARKS NO & MODEL NO (GALLONS) (GAL./HR.) TEMP. KW V/PH/HZ (LBS.) VERIFY ANY WORK REQUIRED TO PROTECT LANDLORD AND TENANT FIRE ALARM/LIFE SAFETY SYSTEM WIRING HOT OUTLET 7 COLD ' 3 8" COPPER AND DEVICES, SPRINKLER PIPING, DUCTWORK, PLUMBING, COMMUNICATION SYSTEM WIRING, ETC. DURING / CHRONOMITE DOM.DEMOLITION AND NEW CONSTRUCTION WITH LANDLORD'S OPERATIONS MANAGER AND THE TENANT'S INLINE FLOW CONTROL "I" TUBING (TYP) EWH SR-20L UNDER SINK HW - - 120 4.2 208V-1 -60HZ 15 SEE DETAIL 1/P0.1. 1 ARCHITECT PRIOR TO BID/START OF WORK. COMPRESSION 1/2" X 3/8" TENANT IS REQUIRE TO UPGRADE TOILET ROOM (INCLUDING FLOOR SLAB WATERPROOFING) AND PLUMBING FITTINGS (2) , \ ANGLESTOPS (TYP) _ SO AS TO COMPLY WITH CURRENT BUILDING CODES AND LANDLORD'S REQUIREMENTS. MUST BE ADA/ANSI O Ho v. . COMPLIANT. VERIFY ANY WORK WITH THE BUILDING DEPT., TENANT'S ARCHITECT PRIOR TO BID. FLOOD TEST E .. ..:.:i':': 19,~ MAY BE REQUIRED. SERVICE SINK AND/OR DRINKING FOUNTAIN MAY BE REQUIRED. VERIFY WITH THE TENANT ARCHITECT AND INSTANT-FLOW d a. BUILDING DEPARTMENT PRIOR TO BID_ HEATER . \s, VERIFY LANDLORD APPROVED METHODS FOR ATTACHING TO BUILDING STRUCTURE WHEN HANGING/SUPPORTING HVAC EQUIPMENT, DUCTWORK, PIPING WATER HEATERS, TRANSFORMERS, FIXTURES, J-BOX CONDUIT, ETC. WITH THE TENANT'S ARCHITECT AND LANDLORD'S TENANT COORDINATOR PRIOR TO BID. ATTACHING TO UPPER LEVEL FLOOR SLAB IS NOT ALLOWED. MAY BE REQUIRED TO SUBMIT DETAIL/PLAN TO LANDLORD'S STRUCTURAL ENGINEER FOR APPROVAL AT THE TENANT'S EXPENSE. ALL MATERIALS AND WORK IN CEILING RETURN AIR PLENUM SHALL BE "PLENUM RATED/APPROVED" AS PER WATER HEATER DETAIL BUILDING DEPARTMENT REQUIREMENTS. VERIFY REQUIREMENTS WITH TENANT'S ARCHITECT AND BUILDING SCALE: NONE DEPT. PRIOR TO BID/START WORK. 0 PROVIDE ACCESS TO ANY LANDLORD AND TENANT EQUIPMENT, VALVES, DAMPERS, CONTROLS, CLEANOUTS, PLUMBING EQUIPMENT SCHEDULE BOXES ETC. LOCATED ABOVE GYP. BOARD CEILING AND OTHER INACCESSIBLE CEILING AREAS AS REQUIRED. VERIFY/COORDINATE WITH LANDLORD'S ON-SITE REPRESENTATIVE PRIOR TO BID/START OF WORK. SYMBOL DESCRIPTION MANUFACTURER & MODEL NUMBERS REMARK TRAP PRECISION PLUMBING PRODUCT TP-1 PRIMER PROVIDE ACCESS PANELtFEP► rTE Or ,, ' NOT APPROVED WITH THIS PERMIT ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH LANDLORD'S DESIGN CRITERIA & CONSTRUCTION MANUAL AND HB_1 HOSE CHICAGO 952—CP CONTRACTOR'S RULES & REGULATIONS. ALL CONTRACTORS SHALL BIBB OBTAIN A COPY FROM THE LANDLORD'S TENANT COORDINATOR OR MALL OPERATIONS MANAGER AND BECOME FAMILIAR WITH THE REQUIREMENTS CONTAINED WITHIN PRIOR TO BIDDING THE JOB. WHERE LANDLORD'S REQUIREMENTS CONFLICT WITH CODES OR ORDINANCES, THE STRICTEST INTERPRETATION SHALL APPLY. DRAWING INDEX SHEET NUMBER DRAWING NAME P0.1 PLUMBING LEGEND, GENERAL NOTES, AND ABBREVIATIONS P2.1 PLUMBING PLAN scale date owner consultants architect seal project north revisions revisions sheet title ii t • ® ® 0 drawn checked It ■ II �,.. �, � store no. sheet no. MI 0 G LU M AC ,...150 California St. 3rd Floor "46OSOUTHWESTWASHNGTON R I !�Sao Fran�ciscui 11 4525�...� T 415 3 8 7667 F 398 U 96 9 5► - SQUARE ROAD PLUMBING w�ww•gi�tm�lc�''� ` _ TIGARD OREGON This drawing Is copyright property of Arltzla LP and may not be reproduced , Job .: 01.08.00973 Projed �, 97223 4 LEGEND, NOTES & g g p � ► y fiA D without written permission.All designs and other information shown on this Contact: JMS f " + � g drawing are for use on the specified project only and shall not be used t � `, �' • �' ABBREVIATIONS otherwise without written permission of Aritzia LP.Written dimensions shalt r `, rye , �,, have precedence over scaled dimensions.Contractors must verify all job .� %� i 2 dimensions,drawings,details,and specifications and report any errors,204-61 1 Alexander Street I future- :00,1 „ omissions or discrepancies to the designer before procedktg with any engineers fir a slastalnab a utu a ♦'►� ��Vancouver, BC V6A 1 E1 1 12/19/2008 ISSUED FOR BUILDING PERMIT Tort`. 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FOR EXACT LOCATIONS AND ELEVATIONS OF PLUMBING FIXTURES, STUBS, ETC., SEE ■ ■ / ARCHITECTURAL DRAWINGS AND/OR INSTRUCTIONS. ' ■f / ■∎■ / �' ■% / ,,,,� -- 4'W (E)3. PROVIDE ACCESS PANELS FOR ALL SERVICEABLE EQUIPMENT, VALVES, ETC. -, I mss` �� 4. PRIOR TO SUBMITTING PROPOSAL CONTRACTOR TO FIELD VERIFY EXACT LOCATION AND INVERT OF ° ' ``» EXISTING WASTE & VENT PIPING AND THOROUGHLY INSPECT ALL EXISTING CONDITIONS TO ASSURE 1/2" --- 1 CW (ii) LV-1 —.''�� �' Q0.' 2 THE WORK PRESENTED ON THIS DRAWING CAN BE INSTALLED AS SHOWN. 1/2 c"� r� �� �/ �``` �_, 5. PROVIDE ALL MISCELLANEOUS APPURTANCES AS REQUIRED FOR A COMPLETE INSTALLATION. ` l `" ■. 1 ”.''''...N J I . .._ I ------"'" - . 6. (N)WATER HEATER MOUNTED BELOW LAVATORY. SEE DETAIL 1/P0.1 FOR INSTALLATION. COORDINATE r�;a ...�•. •••——— I / LOCATION WITH ARCHITECT. L--- — `—, 2"W I. / r// PIPING FD-1T 7. REMOVE EXISTING PLUMBING FIXTURE, EQUIPMENT AND RELATED ACCESSORIES. CAP (E) I ING 2"W �„� ----'"� I '',•,, BACK AT RISER/MAIN IF UNUSED. Ir"' �` A I 8. EXTEND & CONNECT TO NEAREST SERVICE MAIN/RISER. FIELD VERIFY ROUTING OF EXISTING PIPES. WCO / �k '` r-/X / \ I ,* \* 1/2" X 1 1/2 V \� X � di( X V' 4"W i\I * X x * i ,` *A. X X V/ ; ;2"V ' . �* *� */ --2 '`, X \ X X r .*, _ " _ — X X L'�v x * „.- - —* 5ie x x x I ,* LV X X X DFD WC—1 _ � �� I EWH-1 / FD-1 I . (F-1,2) \ * I I . * \ * � HB-1 \ I A� * * \,/C— 1 • 0 DOMESTIC WATER RISER DIAGRAM SANITRY WASTE & VENT DIAGRAM 1 SCALE: NONE SCALE: NONE / scale date owner consultants architect seal project north revisions revisions scale title ® _ a ® ® drawn checked I � „ store no 150 Clifor�nl 5t3rd Flac~Fx ' s- ',,,r 6 ,�S #421 P2 '1� TH A H T N 5_.- ,: : -- SOU WEST S G 0 SQUARE �¢., y,. ,w. wwwgIu l�.co *' 'l ,. _ TIGA D, R OREGON Job Q .08. 0973 ti 4 This drawing Is cepYMg prOpenf►of Aritzia LP and may not be reproduced ��� �;1� �► 97223 PLUMBING PLAN OoriCaCt. JMS � - ` - `, �;" � � � without wrfitten permission.Ail resigns and Sher information shown an mis - 4 ` �, A 3 drawing are for use on the specified project only and shall not be used d " $► otherwise without written permission of Arttzia LP.Written dimensions shall �4 y ,,j , r O have precedence over scaled dimensions.Contractors must verify all job• I '' ' 2 dimensions,drawings,details,and specifications and report any errors, 204-611 Alexander Street future- t' �. engineers for a sustainable 1101 .-'''';'''~� omissions , rawin s,deta to the designer before p report ny any Vancouver,BC V6A 1 E 1 • , /►- 1 12119/2008 ISSUED FOR BUILDING PERMIT work, T.604.251.3132 F.604.251.6575 no, date issue Drawing Issue REV or SK No- ISSUES I REVISIONS (-----„, „Th cp , H \ K,9_,) ( y/F i E Cpp 7 C /ss,-E---3N7) I \\,T) 1 1 \ ) \--[ ,, .,.....,. ,....-:::: . ::.....:,1 ',.,..-:',‘.... .. 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''......f, '..': ;:;:.,:',•2:: . :_, ;',:,. -'-1.'4 Y'.'•.".;•;;;.•.;',,■•'`:;:.• :,Z,'' ';:l.':„;;,,::,•:44.•,•; • ,'' ,:''•;;;',•;.• ;',4:•4•!',•'';•■•,'.,;''.,4:a;•:.:::•,,.;.:.''T,, ,1'';',,,',1.:':::;5'4::::.4t.,:,..W.:.,',"..':;:4;1:..t."2;iaCg":::- :,:!;,-:::..'‘;'". 1.:,,,:. ::::.:':!.., ,,:,::.:. ,, : .15:,1'. '':.::::::;:-. '''..':::-:. ',:. '.,... !:.';'.'- ,::.-- ',.:':'7..::::':..:',':::',: '::::::::' -,' .:( ' ",- '-'' ';;','..' ,,:::-::::,'''s;:,' .:,‘.";:.: i;:'4';',:-,'7..,.•':'''::.',:t-',... ...•::'; . ::::':..,:4:;:c......"'-,-., 0 SPRINKLER PLAN SCALE: 1/4'1=1'-ON SHEET NOTES GENERAL NOTES 1. STANDARDS: STATE AND LOCAL BUILDING CODES, LANDLORD'S FIRE CASUALTY 1. THIS IS A DESIGN-BUILD PROJECT UNDER SEPARATE PERMIT & THE CONTRACTOR INSURER, OWNER'S INSURANCE UNDERWRITER, NFPA PAMPHLET LANDLORD NOTES: SHALL INCLUDE THE FOLLOWING SCOPE: DESIGN, FURNISH AND INSTALL ALL REQUIRED #13, AND LANDLORD'S DESIGN CRITERIA, WHICHEVER IS MORE STRINGENT. LABOR, MATERIALS, EQUIPMENT, TESTING, AND CONTRACTOR SERVICES NECESSARY FOR REUSE OF EXISTING SPRINKLER PIPING, HEADS, ETC. IS SUBJECT TO FIRE DEPT. AND LANDLORD APPROVAL. COMPLETE SPRINKLER SYSTEM FOR SCOPE OF WORK. ADD NEW OR RELOCATE EXISTING 2. BASIS FOR DESIGN: ORDINARY HAZARD, 130 SF/SPRINKLER. VERIFY ANY PIPING, HEADS, ETC. THAT ARE NOT ALLOWED TO BE REUSED WITH THE FIRE DEPARTMENT, LANDLORD'S SPRINKLER CONTRACTOR AND MARK DEPA PRIOR TO BID. HEADS, DESIGN AND LAYOUT PIPING AS REQUIRED DUE TO ARCHITECTURAL LAYOUT. SPRINKLER HEADS SHOWN ARE FOR INITIAL COORDINATION PURPOSES ONLY. ALL 3. ALL PIPING MATERIAL SHALL BE SCHEDULE 40 BLACK STEEL. MUST USE A LANDLORD APPROVED SPRINKLER CONTRACTOR. SPRINKLER HEADS MUST BE INSTALLED PER CODE; FINAL SPRINKLER HEAD LOCATIONS 4. THE DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED TO DETERMINE SUBJECT TO APPROVAL BY ARCHITECT AND FIRE MARSHAL. EXACT LOCATION AND LENGTH OF PIPING BUT SHALL FIT FIELD CONDITIONS. SPRINKLER HEAD 'TYPES SUBJECT TO APPROVAL BY LANDLORD. VERIFY TYPES ALLOWED/REQUIRED IN SALES AND STOCK AREAS WITH LANDLORD'S SPRINKLER CONTRACTOR AND MARK DEPA PRIOR TO 2. CONTRACTOR SHALL DETERMINE SIZE AND LOCATION OF EXISTING PIPING AND PROPER REFERENCE ONLY 5. ALL JOINTS IN SPRINKLER SYSTEM SHALL BE MADE WITH VICTAULIC STYLE ORDERING/INSTALLING HEADS. SIZING OF NEW PIPING. HYDRAULIC CALCULATIONS ARE REQUIRED FOR ALL FIRE ATOT APPROVED WITH THIS PERMIT 77, 75, 07 OR 005 GROOVED COUPLINGS, THREADED, OR WELDED JOINTS AND PROTECTION WORK WITH SPRINKLER HEAD ADDITIONS. MECHANICAL TEES SHALL BE VICTAULIC STYLE 920 OR APPROVED EQUAL CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO VICTAULIC STYLE 99 "ROUST-A-BOUT", 90 PLAINLOCK COUPLINGS, VICTAULIC INSTALLATION. CONTRACTOR SHALL SIZE PIPING BASED ON THE CALCULATIONS & SHALL STYLE 921 OR 922 MECHANICAL TEES ARE NOT APPROVED. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH INCLUDE IN THE BID, ALL COSTS FOR THE UPSIZING OF EXISTING PIPING TO MEET LANDLORD'S "ENGINEERING DESIGN CRITERIA". ALL CONTRACTORS CODE. 6. HANGERS AND SUPPORTS SHALL BE INSTALLED PER NFPA #13, SECTIONS ON HANGERS AND PROTECTION OF PIPING AGAINST DAMAGE WHERE SUBJECT TO SHALL OBTAIN A COPY FROM THE LANDLORD'S TENANT 3. ALL PERMITS, APPROVALS, INSPECTIONS, EXAMINATIONS, AND TESTS EARTHQUAKE. POWDER DRIVEN ANCHOR PINS IN CONCRETE ARE NOT ALLOWED. COORDINATOR OR MALL OPERATIONS MANAGER AND BECOME THE REUIREMENTS CONTAINED WITHIN PRIOR TO REQUIRED BY THE AUTHORITIES AND/OR AGENCIES SHALL BE ARRANGED AND FAMILIAR WITH ALL NEW HANGER "C" CLAMPS SHALL HAVE RETAINING STRAPS PER CODE. Q PAID FOR BY THE SPRINKLER CONTRACTOR AS NECESSARY TO OBTAIN PROVIDE RESTRAINT FROM MOVEMENT AT END SPRINKLER ON BRANCH LINE PER BIDDING THE JOB. WHERE LANDLORD'S REQUIREMENTS CONFLICT COMPLETE AND FINAL ACCEPTANCE OF THE FIRE PROTECTION SYSTEM. NFPA 13 SECTION A-4-6.4,3.5.11. BENDING OF THREADED HANGER ROD NOT WITH CODES OR ORDINANCES, THE STRICTEST INTERPRETATION ALLOWED. SHALL APPLY. 4. THE FIRE PROTECTION CONTRACTOR SHALL BE LICENSED & SHALL BE THE ENGINEER 7. SPRINKLERS: ALL NEW SPRINKLER HEADS IN THE SCOPE OF WORK SHALL BE OF RECORD FOR THE AUTOMATIC SPRINKLER SYSTEM. PER SPRINKLER SCHEDULE. ADJUSTABLE SPRINKLER-DROPS ARE NOT ALLOWED. 8. REROUTE (E) SPRINKLER PIPING AS NEEDED TO CLEAR LIGHT FIXTURES, RECESSED SCREENS, RAISED CEILINGS AND DIFFUSERS WHETHER SHOWN OR NOT. 9. SPRINKLER CONTRACTOR SHALL UPGRADE ALL NEW & RELOCATED SPRINKLER HANGERS WITH NEW SURGE RESTRAINTS. 10. REMOVE ALL EXCESSIVE (E) PIPING, BACK-LOOPING IS NOT ALLOWED. THIS WILL PROVIDE THE SHORTEST SPRINKLER HEADS. POSSIBLE ROUTE FOR WATER BETWEEN LOOP AND SPRINKLER LEGEND SYMBOL DESCRIPTION CONCEALED PENDENT TYPE SPRINKLER HEAD, ® TO MATCH MALL STANDARDS RECESSED PENDENT TYPE SPRINKLER HEAD, 0 TO MATCH MALL STANDARDS north revisions revisions scale date owner consultants architect seal Project sheet Me ,,,' . . 0 , 0 drawn checked ' Ili. , S . . .0...i' S ‘, - 0 GLUMAC .. iiiii °, 4114-' ': *.‘'..-44 ** , , :, ,. , , , , . , . . . i _ , 7 •, - , , . w store no. sheet no. i .. .: -, Villf*:Alto ... .. . ....., .... . .,.. .. :,... . . . .. .. .. ,,....,,......... 1.50 California St, 3rd Floor r 1 ..-... - • t-, Aiti- • Allii-.- 4111.11c 4■061) "°re CC)Z.,.. 6 . . . ., ., ,. San,Francisco,CA 941n-4525 C ' r- -;0•744';3b-411r4 ** sogp /.,..,....,,', owe. / :16,..s WASHINGTON SQUARE ......,., '"'' 1 7 ' " 7 7 ''----4 * 5 #421 SP2.1 - „,.. ..,. • „,,,,, „...... ,. .,. 9416-SOUTH WEST WASHINGTON , .:, .. ,,.,, .... ,... ,..,.,. .. T.415.398.7667 F.415.398.0596 . _. ;'•'- .. ,„...., .,,„ L J . -. 4'IP , 14 ; ,! ' •- ,,, ,, .,, , , : ..,,..,, ..„_. ..,,,,, . / i .. , SQUARE ROAD -, . . ' • . WW W.glumac.com K ' TIGARD,OREGON . . . ..: .. . Job No.: 01.08.00973 Rada?!DV'. ProiectManailer Piled Wiser 0, f :: •N 97223 4 434 CD SPRINKLER PLAN This drawing Is copyright property of Arlizia LP and may not be reproduced Contact: J MS *'•- 1111PA. 4‘11" ,s'i, ' 4 -■.,, 11*‘0.6. Aofb Ire without written permission.All designs and other information shown on this , , , 47244* s,k1‘44••„ • 20 ..t. ii- 3 drawing are for use on the specified project only and shall not be used otherwise without written permission of Aritzia LP.Wntten dimensions shall r II 4 1 44%144411*' .044C1 2 have precedence over scaled dimensions.Contractors must verify all job 204-611 Alexander Street engineers for a sustainable future- 4, _. .,,,. ,,,, - 1141.4..... -41110"-- - p * dimensions,drawings,details,and specifications and report any enure, omissions or discrepancies to the designer before procedkig with any Vancouver,BC V6A 1E1 , tio„ -4441111°- . 1 12/19/2008 ISSUED FOR BUILDING PERMIT work. 16 i T.604.251.3132 F. 604.251.6575 date issue Drawing Issue REV or SK No. no. ISSUES/REVISIONS i WIRING SIGNAL DEVICES SWITCHING CONTROLS ABBREVIATIONS SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION (E) EXISTING TO REMAIN IG ISOLATED GROUND WIRING CONCEALED IN CEILING OR WALL. ---- I I TERMINAL/MOUNTING BOARD, 8' HIGH X WIDTH AS Sa SINGLE POLE SWITCH (SUPERSCRIPT DENOTES (F) FUTURE IMC INTERMEDIATE METAL CONDUIT LINE WEIGHT TOP TO BOTTOM= NEW, EXISTING SHOWN, FIRE TREATED. SIMILARLY MARKED LUMINAIRES CONTROLLED (R) EXISTING TO BE REMOVED K KEY OPERATED . TO REMAIN, FUTURE TOGETHER) (RL) EXISTING TO BE RELOCATED - --� SIGNAL SYSTEM EQUIPMENT ENCLOSURES AS NOTED— AB ABOVE COUNTER BACKSPLASH KO KNOCK OUT ----- WIRING CONCEALED IN FLOOR OR UNDER GRADE SURFACE, RECESSED MOUNTED TWO POLE SWITCH KW KILOWATTS -- — — OR ROUTED IN CEILING SPACE OF FLOOR BELOW. -.Yil1- ♦.w , . AC ALTERNATING CURRENT LINE WEIGHT TOP TO BOTTOM= NEW, EXISTING THREE WAY SWITCH KVA KILOVOLT—AMPERES TO REMAIN, FUTURE i TELEPHONE/DATA OUTLET — STUB 3/4"C WITH A, AMP AMPERES LIGHTING _ __ _ _ PULL STRING TO 6" ABOVE CEILING (DOUBLE GANG S FOUR WAY SWITCH AF AMPERE FUSE OR CB FRAME LTG WIRING EXPOSED. LINE WEIGHT TOP TO BOTTOM= { 4 LCP LIGHTING CONTROL PANEL NEW, EXISTING TO REMAIN, FUTURE JUNCTION BOX WITH SINGLE PLASTER RING) AFF ABOVE FINISHED FLOOR— SIC KEY OPERATED SWITCH AFG ABOVE FINISHED GRADE MAX MAXIMUM X X X X EXISTING WIRING TO BE REMOVED TELEPHONE OUTLET WALL, W = USE HIGHER AL ALUMINUM (ALLOY) MCA MINIMUM CIRCUIT AMPERES T W MOUNTING HEIGHT PER MOUNTING HT. STUB 3 4"C D DIMMER SWITCH. NUMBER INDICATES WATTAGE MIN MINIMUM MANUFACTURER TELEPHONE SYSTEM CONDUIT / MEDIUM VOLTAGE CONDUIT I WITH PULL STRING X) 6" ABOVE CEILING (DOUBLE RATING. IF NOT SHOWN THEN EQUAL TO LOAD. AS AMPERE (RATED) SWITCH MISC MISCELLANEOUS MV E GANG JUNCTION BOX). G BARE GROUNDING GRID OR CONDUCTORS, UON. [' DIMMER SWITCH UNDER SEPARATE COVERPLATE AT CIRCUIT BRKR TRIP AMPS MLO MAIN LUGS ONLY DATA OUTLET — WALL ATS AUTOMATIC TRANSFER SWITCH MO MANUAL OPERATOR —GC GROUNDING CONDUCTORS) ROUTED IN CODE SIZED 4 11/16" BACKBOX WITH SINGLE GANG RING AUTO AUTOMATIC MTD MOUNTED CONDUIT, UON. WITH 3/4"C.O. TO ABOVE CEILING SPACE CI EQUIPMENT OPERATOR PUSH BUTTON STATION. AUX AUXILIARY MTR MOTOR +11 STROKES INDICATE QUANTITY OF #12 AWG. S PROVIDED WITH EQUIPMENT, INSTALLED AND AWG AMERICAN WIRE GAUGE —N— NEUTRAL (GROUNDED CONDUCTOR) © O SPEAKER — WALL, CEILING CONDUCTORS, UON. NOTE: WHERE WIRING CONNECTED BY DIV. 16, UON. NC NORMALLY CLOSED STROKES ON 20A BRANCH CIRCUITS ARE NOT • BAT BATTERY NEC NATIONAL ELECTRICAL CODE SHOWN ON DRAWINGS RUN MIN. (3) # 12 AWG PUSHBUTTON OR PUSHBUTTONS, BY DIV. 16 • VOLUME CONTROL — WALL BG BELOW GRADE —,NEC NEGATIVE B • BELL ® TIME CLOCK BRKR CIRCUIT BREAKER NEMA NATIONAL ELEC MFGR'S ASSOC. GROUND C CONDUIT (CIRCULAR RACEWAY) NL NIGHT LIGHT (UNSWITCHED) E OCCUPANCY SENSOR — WALL MOUNTED CAB CABINET NO NORMALLY OPEN HOT NEUTRAL —+.__ BUZZER CB CIRCUIT BREAKER NP NAMEPLATE ALE CHIME Eg 360 DEGREE OCCUPANCY SENSOR — CEILING MTD. CKT CIRCUIT OC ON CENTER CLG CEILING OD OUTSIDE DIAMETER HOME RUN WIRING TO INDICATED DESTINATION, CO CONDUIT ONLY W/ PULLWIRE OFCI OWNER FURNISHED CONTRACTOR L1A-1,3 3/4"C. MIN. OR AS OTHERWISE NOTED. 1§--49 180 DEGREE OCCUPANCY SENSOR — CEILING MTD. CPT CONTROL PWR TRANSFORMER INSTALLED HD1A CT CURRENT TRANSFORMER CU COPPER OFOI OWNER FURNISHED, OWNER . 0 CONDUIT RUN TURNED UP THROUGH FLOOR OR egl÷ CORRIDOR/AISLE OCCUPANCY SENSOR — CEILING DC DIRECT CURRENT INSTALLED CEILING. CORE & FIREPROOF AS REQUIRED. POWER DEVICES MOUNTED OS OCCUPANCY SENSOR DISC DISCONNECT P POLE CONDUIT RUN TURNED DOWN THROUGH FLOOR OR SYMBOL DESCRIPTION DIA DIAMETER PB PUSHBUTTON • CEILING. CORE & FIREPROOF AS REQUIRED. REFERENCE SYMBOLS DIV DIVISION PH, 0 PHASE CONDUIT STUBBED OUT AT LOCATION SHOWN. 1,• l SIMPLEX RECEPTACLE — WALL, CEILING, ON DED. CKT. DP DISTRIBUTION PANEL PNL PANEL J PROVIDE INSULATED BUSHING & PULLROPE. DPDT DOUBLE POLE DOUBLE THROW +,POS POSITIVE DUPLEX RECEPTACLE — WALL, CEILING, ON DED. CKT. SYMBOL DESCRIPTION DPST DOUBLE POLE SINGLE THROW PRI PRIMARY - RACEWAY STUBBED OUT FOR FUTURE SHEET NOTE REFERENCE DWG DRAWING READ REQUIRED I CONTINUATION; CAP, MARK AND RECORD _ DOUBLE DUPLEX RECEPTACLE — WALL, CLG, ON ALT. LOCATION. (12g.4) BRANCH CIRCUIT OR FEEDER NOMINAL AMPACITY & E,EMERG EMERGENCY RNC RIGID NON—METALLIC CONDUIT (PVC) TELEPHONE/DATA SLEEVE THROUGH WALL, TYPE; REFER TO BRANCH CIRCUIT AND FEEDER EF EXHAUST FAN S.A.D. SEE ARCHITECTURAL DRAWINGS ABOVE _=AB RECEPTACLE TYPE SHOWN —WALL —ABOVE COUNTER SCHEDULES FOR WIRE AND CONDUIT SIZES & QTY. EMT ELECTRICAL METALLIC TUBING C J CEILING. EXTEND TO ACCESSIBLE TILE CLG. BOTH BACKSPLASH. SEE ARCHITECTURAL DRAWINGS. SEC SECONDARY SIDES. TERMINATE WITH BUSHINGS. (1) 1.25 CO REFER TO DETAIL NO. ON DRAWING INDICATED ENCL ENCLOSURE UON. COORDINATE LOCATIONS WITH CABLE "ON ALT." SHADED RECEPTACLES NOTED "ON ALT." ABOVE ARE NOT ALL DETAIL REFERENCES ARE SHOWN. ALL SPDT SINGLE POLE DOUBLE THROW INSTALLER(S) PRIOR TO ROUGH—IN. CONNECTED TO ALTERNATE POWER SOURCE (EMERG., DETAILS APPLY TO ALL APPLICABLE SITUATIONS, UON. EO ELECTRICALLY OPERATED Y SPST SINGLE POLE SINGLE THROW STANDBY, UPS, ETC.) PER CIRCUITING INDICATED EOL END OF LINE SUB SUBSTATION JUNCTION BOXES, WALL, CEILING AND FLUSH FLOOR EWC ELECTRIC WATER COOLER SWBD SWITCHBOARD 1-00 ® MOUNTED. 4" SQ. BOX MIN., LARGER IF REQUIRED — O ELEVATION TAG: REFER TO ELEVATION NUMBER ON EWH ELECTRIC WATER HEATER SWGR SWITCHGEAR =GFCI DUPLEX RECEPTACLE — WALL WITH INTEGRAL DRAWING INDICATED FA FIRE ALARM TB TERMINAL BOARD -.= FAULT CIRCUIT INTERRUPTER FACP FIRE ALARM CONTROL PANEL TDC TIME DELAY CLOSING DISTRIBUTION & EQUIPMENT RECEPT. TYPE SHOWN W/ WEATHERPROOF COVER TDO TIME DELAY OPENING AND INTEGRAL GROUND FAULT CIRCUIT INTERRUPTER SECTION TAG: REFER TO SECTION NUMBER ON FBO FURNISHED BY OTHERS TEL TELEPHONE VP DRAWING INDICATED FC FOOT CANDLES TYP TYPICAL SYMBOL DESCRIPTION -= +42" RECEPT. TYPE SHOWN AT SPECIAL HEIGHT FF FLUSH FLOOR MOUNTED UL UNDERWRITERS LAB ',,.;',,:F BRANCH CIRCUIT PANELBOARDS, SURFACE AND UON UNLESS OTHERWISE NOTED RECESS MOUNTED, SOLID= 120/280V, WALL MOUNTED ELECTRICAL CONNECTION TO FLEX FLEXIBLE UPS UNINTERRUPTIBLE POWER SUPPLY HATCHED= 277/480V, DASHED EQUIP. = FUTURE ELECTRIFIED FURNITURE. PROVIDE 8 WIRES �K123> KITCHEN EQUIPMENT REFERENCE, REFER TO KITCHEN FPB FAN POWERED BOX UTX UTILITY (4 HOTS, 1 DEDICATED NEUTRAL, 1 COMMON EQUIPMENT SCHEDULE FSD FIRE/SMOKE DAMPER V VOLTS TRANSFORMER NEUTRAL, 1 ISOLATED GROUND) NEUTRALS ® MECHANICAL EQUIPMENT IDENTIFICATION TAG FW FLUSH WALL MOUNTED VA VOLT—AMPERES 0 CONNECTION TO MOTOR PROVIDED BY OTHERS TO BE #10 AWG. USE LIQUID—TIGHT FLEX. 0 FU FUSE VFD VARIABLE FREQUENCY DRIVE EQUIP NAME EQUIPMENT BY OTHERS IDENTIFICATION TAG GEN GENERATOR W WATT DISCONNECT SWITCH, SIZE AS NOTED OR IF NOT GFI GROUND FAULT CIRCUIT INTERRUPTER W/ WITH L30A SHOWN SIZE PER CONNECTED MOTOR SIZE GND GROUND W/O WITHOUT GRAP GENERATOR REMOTE ANNUNCIATOR PNL WP WEATHERPROOF F FUSED DISCONNECT SWITCH, SIZE AS NOTED. SIZE GENERAL NOTES GRC GALVANIZED RIGID STEEL CONDUIT WP WEATHERPROOF TRANSFORMER �30A FUSE PER MANUFACTURER'S RECOMMENDATIONS HLO HANDLE LOCK—ON(OFF)( XP EXPLOSION PROOF ENCLOSED CIRCUIT BREAKER DISCONNECT EltOAT SWITCH, TRIP SIZE AS NOTED. 1. ANY SECURITY/ALARM CABLE IN THE PLENUM THAT ARE NOT IN HP HORSEPOWER ", IN INCHES CONDUIT SHALL BE TIED TO THE STRUCTURE. CABLES ARE HPF HIGH POWER FACTOR DISCONNECT W/ MAGNETIC MOTOR STARTER NOT TO LAY ON THE CEILING. HTR HEATER ', FT FEET Er (CONTROLLER) OR CONTACTOR. SIZE PER HZ HERTZ (CYCLES PER SECOND) 0 PHASE LOAD SERVED. NEMA SIZE #1 MINIMUM. MAGNETIC MOTOR STARTER (CONTROLLER) IER INTEGRATED EQUIPMENT (SHORT > GREATER THAN ® OR CONTACTOR. SIZE PER LOAD SERVED. CIRCUIT) RATING (RMS SYM. AMPS) < LESS THAN NEMA SIZE #1 MINIMUM. IES ILLUMINATING ENGINEERING SOCIETY Z GREATER THAN OR ID INSIDE DIAMETER EQUAL TO ELECTRICAL DESIGN CRITERIA PROJECT CONTACTS 1. CURRENT LOCAL CODES 2. NATIONAL ELECTRIC CODE VERSION USED: 2008 MERCHANDISE ALARM VENDOR: USS (UNIVERSAL SURVEILLANCE SYSTEMS) ELECTRICAL DRAWING INDEX ROBERT SIMONEAU 514.317.8247 INTRUSION ALARM VENDOR: E0.1 ELECTRICAL LEGEND, ABBREVIATIONS AND DRAWING INDEX HSM DEMETRICE HALL E0.2 ELECTRICAL SPECIFICATIONS 48377 FREMONT BLVD, SUITE 113 FREMONT, CA 94538 E2.1 ELECTRICAL LIGHTING PLAN 408.375.8997 (CELL) E3.1 ELECTRICAL POWER AND SIGNAL PLAN E5.1 COMM/SECURITY CONDUIT REQUIREMENTS E5.2 ELECTRICAL PANEL SCHEDULES E5.3 ELECTRICAL DETAILS E5.4 ELECTRICAL DETAILS E5.5 ELECTRICAL DETAILS REFERENCE ONLY NOT APPROVED WITH THIS PERMIT E5.6 ELECTRICAL DETAILS E5.7 ELECTRICAL DETAILS E5.8 ELECTRICAL DETAILS - scale date owner consultants archited seal project north revisions revisions sheet title . 0 ® • drawn checked . 8 8 GLU MAC DWM w, �a PRO,r� 7 � � ,� �� ��1�� ��ti� G!N�.�‹S rO store no. sheet no. 150 California 3t.,3rd Floor r '_ ,�`� - _�,. j ,nom R �' ,� ` 39 �C 5 WASHINGTON SQUARE 1 San Francisco,C.A. 94111-4525 '�* ,�' , .,k 744 .., EO1■ SIMS SOUTH WEST WASHINGTON s , , T.415.398.7667 F.415.398.059f► L J -... 4 N 4 ;�!'1w c, SQUARE ROAD ELECTRICAL .,, ,. wow. lumac.cvm S*A4 ,44■44401110 ✓ pb A TIGARD, OREGON Prodxtion Dept Project Naaager Project Engineer 4 $Pj4P4P\ 4 lob No: o .08.00973 - , '� 11 '�° Q`' 97223 a ABBREVIATIONS LEGEND do 1 nact: JMS V YS I. l � O N 3 drawing are for use on the specified project only and shall not be used ;".4fk, DRAWING INDEX otherwise without written permission of Aritzia LP-Written dimensions shall$i! r I ' ' �!�� � -'� EXPIRES:06/30/2009 have precedence over scaled dimensions.Contractors must verify all b 2 dimensions,drawings,details,and specifications and report any errors, 204611 Alexander Street engineers fora sustainable future- '�"� '���� �,, '♦— omissions or discrepancies to the designer before procedtng with any Vancouver,BC V6A 1E1 L 111111" 1 12/19/2008 ISSUED FOR BUILDING PERMIT work. T.604.251.3132 F.604.251.6575 no. date issue Drawing issue REV or SK No. ISSUES I REVISIONS ELECTRICAL SPECIFICATIONS SECTION 16010 ALL CONDUCTORS SHALL BE SOLID COPPER AND RATED AT NOT LESS THAN 3. GROUND CONDUCTORS: SHALL BE 600 VOLT - NO. 10 AWG B, SIGNAL CABLES SHALL BE MARKED AT BOTH ENDS WITH BRADY 600 VOLTS, EXCEPT FOR SIGNAL CABLE SPECIFICALLY RATED LOWER. STRANDED COPPER (MINIMUM) CONTINUOUS, WITH GREEN MARKERS, DESIGNATIONS SHALL CORRESPOND TO THOSE ON APPROVED ELECTRICAL GENERAL PROVISIONS MINIMUM SIZE SHALL BE #12 AWG UNLESS OTHERWISE NOTED. WIRE SIZED INSULATION; AND SHALL BE CONTINUOUS FROM TERMINAL TO SHOP DRAWINGS. #8 AWG AND LARGER SHALL BE STRANDED. TERMINAL WITHOUT SPLICE, ALL GROUNDING CONDUCTORS SHALL 2.3 WIRING DEVICES BE ENCLOSED IN A SEPARATE CONDUIT SIZED IN ACCORDANCE C. ALL OUTLETS SHALL BE LABELLED WITH BLACK CORE WHITE ENGRAVED 1.1 DESCRIPTION OF WORK WITH TABLE 1, CHAPTER 9 OF N.E.C. OR CONNECTED TO GROUND PLASTIC NAMEPLATE INDICATING CIRCUIT NUMBER AND TYPE (IF WALL RECEPTACLE OUTLETS SHALL BE NEMA 5-2OR (UNLESS OTHERWISE BUS IN ELECTRICAL ROOMS, DIFFERENT FROM NEMA 5-20R). A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES FOR NEW NOTED). ELECTRICAL SYSTEMS AS SHOWN ON THE DRAWINGS. PART 3 - EXECUTION 2.4 OUTLET BOXES SECTION 16200 B. DESIGN DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL ELEMENTS 3.1 RACEWAYS AND FITTINGS WHICH MAY BE REQUIRED FOR PROPER INSTALLATION OF WORK. THE SERVICE & DISTRIBUTION OUTLET BOXES FOR CONCEALED WORK SHALL BE ONE PIECE, PRESSED STEEL, RIGHT IS RESERVED TO MAKE ANY REASONABLE CHANGES IN OUTLET, KNOCKOUT TYPE. A. RIGID STEEL CONDUIT SHALL BE USED: LIGHTING OR EQUIPMENT LOCATIONS, PRIOR TO ROUGH-IN WITHOUT ANY ADDITIONAL COST TO THE OWNER, 2.5 PANELBOARDS 1. BELOW 8 FEET IN ALL MECHANICAL AND STORAGE ROOMS OR 1.1 GROUNDING WHERE RUNS MAY BE SUBJECT TO DAMAGE BY MOVING EQUIPMENT. C. CONTRACT WITH BASE BUILDING LIFE SAFETY SYSTEM SUPPLIER FOR A. GENERAL BRANCH CIRCUIT PANELBOARDS SHALL BE SEQUENCE PHASED, FACTORY ALL NEW LIFE SAFETY SYSTEM WORK, INCLUDE LIFE SAFETY SYSTEM 2, IN WET OR DAMP LOCATIONS, ASSEMBLED, WITH COPPER BUS, SIZED AS INDICATED ON DRAWINGS SUPPLIER'S FEE IN THE ELECTRICAL BID. PROVIDE ALL GROUNDING FOR ELECTRICAL SYSTEMS AND EQUIPMENT WESTINGHOUSE B10B FOR 120/208V OR APPROVED EQUAL BY G.E. OR SQUARE 1,2 CODES AND FEES D. WESTINGHOUSE WEHB FOR 277/480 OR APPROVED EQUAL BY G.E. OR 3, ANY TIME CONDUIT IS BURIED IN CONCRETE, IN ACCORDANCE WITH ALL APPLICABLE CODES. SQUARE D. B. RIGID ALUMINUM CONDUIT MAY BE USED ONLY: B. EQUIPMENT A. CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES, OBTAIN ALL 2.6 CIRCUIT BREAKERS PERMITS AND PAY ALL GOVERNMENT TAXES, FEES AND OTHER COSTS IN 1. IN INTERIOR DRY APPLICATIONS. PROVIDE GROUNDING BUSHINGS ON ALL FEEDER CONDUIT ENTRANCES CONNECTION WITH THIS WORK. TO PANELS AND EQUIPMENT ENCLOSURES AND BOND BUSHINGS TO A. MOLDED CASE CIRCUIT BREAKERS SHALL BE AS MANUFACTURED BY WESTINGHOUSE GE. OR SQUARE D OF FRAME, TRIP AND SHORT C. ELECTRICAL METALLIC TUBING MAY BE USED ONLY ENCLOSURES WITH MINIMUM #10 AWG CONDUCTOR. CONNECT THE B. WORK AND MATERIALS SHALL CONFORM TO ALL APPLICABLE CODES, CIRCUIT RATING INDICATED ON THE DRAWINGS, WHERE NOT EQUIPMENT GROUND TO THE BUILDING SYSTEM GROUND. PROVIDE INDICATED OTHERWISE, CIRCUIT BREAKERS SHALL BE WESTINGHOUSE 1. IN INTERIOR, DRY APPLICATIONS IN WALLS, PARTITIONS AND GROUNDING CONDUCTORS IN ALL NON-METALLIC RACEWAYS, 1.3 COORDINATION CEILINGS. IN EXPOSED AREAS IT MAY BE SURFACE MOUNTED TYPE BAB, EB, JO OR LB FOR 120/208 VOLT APPLICATION OR WHERE NOT SUBJECT TO PHYSICAL DAMAGE, C. GROUND CONDUCTORS A. COORDINATE ALL WORK WITH ARCHITECTURAL, MECHANICAL AND EQUIVALENT G.E. OR SQUARE D DEVICES, STRUCTURAL DRAWINGS. INSTALL ALL WORK TO CLEAR NEW AND B. CIRCUIT BREAKERS SHALL BE OF THE BOLT-ON TYPE MOUNTING. D. FLEXIBLE CONDUIT SHALL BE USED FOR FINAL CONNECTIONS TO ALL SHALL BE 600 VOLT - #12 AWG STRANDED COPPER (MINIMUM) EXISTING ARCHITECTURAL AND STRUCTURAL MEMBERS. NO ITEM SUCH VIBRATING EQUIPMENT AND RECESSED LIGHT FIXTURES. CONNECTION CONTINUOUS, WITH GREEN INSULATION; AND SHALL BE CONTINUOUS AS PIPE, DUCT, ETC, SHALL BE IN CONTACT WITH ANY ELECTRICAL TO ROTATING EQUIPMENT SHALL BE WITH LIQUID-TIGHT FLEXIBLE FROM TERMINAL TO TERMINAL WITHOUT SPLICE, ALL GROUNDING EQUIPMENT. C. UNLESS INDICATED OTHERWISE, MINIMUM RMS SYMMETRICAL RATING OF CONDUIT. CONDUCTORS NOT INCLUDED IN FEEDER OR BRANCH CIRCUIT SHALL CIRCUIT BREAKERS SHALL BE 10,000 AMPERES FOR 120/208V BRANCH ENCLOSED IN A SEPARATE CONDUIT. B. OBTAIN WRITTEN PERMISSION WITH ARCHITECT AND GENERAL CIRCUIT PANELBOARDS AND 14,000 AMPERES FOR 277/480V BRANCH E. CONCEAL CONDUIT WHEREVER POSSIBLE EXCEPT IN MECHANICAL OR CONTRACTOR BEFORE PROCEEDING WITH ANY CUTTING OR PATCHING OF CIRCUIT PANELBOARDS. ELECTRICAL EQUIPMENT AREAS. EXPOSED CONDUIT SHALL BE RUN D. ANY OVERCURRENT DEVICES ADDED TO EXISTING SERVICE AND STRUCTURAL SYSTEMS. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR PARALLEL WITH OR AT RIGHT ANGLES TO THE LINES OF THE DISTRIBUTION SHALL BE OF THE SAME TYPE AND RATING AS THE ALL CUTTING AND PATCHING RELATED TO HIS WORK, INSTALL ALL 2,7 DISCONNECTS BUILDING. CONDUIT CONCEALED IN CEILING SPACES SHALL BE RUN EXISTING DEVICES. DUCTWORK AND PIPING AS HIGH AS POSSIBLE, DISCONNECTING DEVICES SHALL BE PROVIDED FOR EACH MOTOR, SWITCHES PARALLEL TO BUILDING LINES WHERE POSSIBLE. 1.4 EXISTING CONDITIONS SHALL BE MOTOR-RATED, EXCEPT WHERE OTHERWISE INDICATED, F. THE OUTSIDE DIAMETER OF ANY CONDUIT BURIED IN CONCRETE SHALL 2.8 SPLICES AND INSULATION NOT EXCEED ONE-THIRD (1/3) OF THE SLAB THICKNESS, A. THE CONTRACTOR SHALL MAKE HIMSELF FAMILIAR WITH EXISTING SECTION 16500 CONDITIONS PRIOR TO BID, A. WIRE NUT CONNECTORS SHALL BE MANUFACTURED BY THOMAS & BETTS, G. CONDUIT SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE; 3M, IDEAL OR APPROVED EQUAL, SUPPORTS FROM AIR CONDITIONING DUCTS OR PIPING SHALL NOT BE LIGHTING B. REQUIRED CHANGES DUE TO EXISTING CONDITIONS SHALL BE REPORTED PERMITTED. TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE B. COMPRESSION TYPE WIRE CONNECTORS SHALL BE MANUFACTURED BY CAUSED TO EXISTING UTILITIES. THOMAS & BETTS, 3M DR APPROVED EQUAL. 3,2 WIRE AND CABLE 1.1 GENERAL CONDITIONS OF SECTION 16010 SHALL APPLY TO THIS SECTION. 1,5 OUTAGES C. MECHANICAL SCREWED COMPRESSION TYPE CONNECTORS SHALL BE ALL WIRE AND CABLE SHALL BE INSTALLED IN RACEWAY UNLESS 1.2 DESCRIPTION OF WORK SPECIFICALLY PERMITTED OTHERWISE, MANUFACTURED BY BURNDY, ILSCD OR APPROVED EQUAL, ALL REQUIRED POWER WIRING SHALL BE RUN IN A MANNER TO KEEP PROVIDE AND INSTALL NEW LIGHT FIXTURES AND LAMPS AS INDICATED ON DOWNTIME AND INTERFERENCE TO A MINIMUM. SHUTDOWNS SHALL BE AGREED D. INSULATING TAPE SHALL BE MANUFACTURED BY 3M, IDEAL OR 3.3 OUTLET BOXES THE DRAWINGS. PROVIDE ALL MATERIALS, EQUIPMENT AND SERVICES TO , TO BY THE OWNER AND LANDLORD PRIOR TO BEGINNING WORK, APPROVED EQUAL, CONSTRUCT A COMPLETE AND WORKABLE LIGHTING SYSTEM. COORDINATE ALL OUTLET LOCATIONS WITH ARCHITECT, 1.6 REQUIRED SUBMITTALS 2.9 TIME SWITCHES/BYPASS TIMERS/CONTACTORS/RELAYS 1.3 REQUIRED SUBMITTALS 3.4 LABELS SUBMIT SIX COPIES OF MANUFACTURER'S DESCRIPTIVE LITERATURE AND A. CATALOG CUTS OF ALL FIXTURES WITH CONSTRUCTION DETAILS AND CATALOG CUTS OF STANDARD ELECTRICAL PRODUCTS USED INCLUDING WIRE, A. TIME SWITCHES SHALL BE OF RATING, TYPE AND NUMBER OF POLES A, WHITE CORE BLACK ENGRAVED PLASTIC NAMEPLATES SHALL BE PHOTOMETRIC DATA, DATA SHALL INCLUDE ETTL AND ITL TEST CABLES, RACEWAY, SWITCHES, OUTLETS, AS WELL AS SAMPLES OF COMMONLY SHOWN, TIME SWITCHES SHALL BE 'TORK' #300LE OR APPROVED ATTACHED TO ALL EQUIPMENT (PANELBOARDS, EACH SWITCHBOARD REPORTS. USED ITEMS, EQUAL, WITH AUTOMATIC 7-DAY DIAL, RESERVE POWER, AND DAY- COMPARTMENT, STARTERS, CONTROL PANELS, ETC,) INDICATING OMITTING DEVICES. DESIGNATION, VOLTAGE AND WHERE SERVED FROM, LETTERING SHALL B. CATALOG CUTS OF LAMPS AND LENSES. 1,7 RECORD AND AS-BUILT DRAWINGS B. BY-PASS TIMERS: MARK TIME #90001, BE 3/16 INCH MINIMUM. 2,0 PRODUCTS AT THE COMPLETION OF THE PROJECT, ONE SET OF REPRODUCIBLE C. RELAYS: SQUARE "D' CLASS 8501. PROVIDE VIBRATION ISOLATION. B. COMPLETE ALL PANELBOARD SCHEDULES (TYPED) AND ATTACH TO EACH PANEL DOOR. 2.1 ALL FIXTURES SHALL BE LISTED AND LABELLED BY UNDERWRITERS' DRAWINGS, SHOWING ALL AS-BUILT CONDITIONS, SHALL BE DELIVERED TO D. LIGHTING CONTACTOR SQUARE "D' CLASS 8903 TYPE LXG, MECHANICAL LABORATORIES OR ETL TESTING LABORATORIES. LIGHTING FIXTURE . THE ARCHITECT AND THE LANDLORD FOR ACCEPTANCE PRIOR TO FINAL 3.5 SPLICES AND INSULATION MANUFACTURER'S CATALOG NUMBERS ARE INDICATIVE OF DESIRED DESIGN, • PAYMENT. HELD, APPEARANCE QUALITY AND PERFORMANCE. OTHER FIXTURES OFFERING 2.10 VIBRATION ISOLATION OF ELECTRICAL EQUIPMENT A. JOINTS OR BRANCH CIRCUITS SHALL OCCUR ONLY WHERE SUCH THESE SAME FEATURES MAY BE CONSIDERED AS SUBSTITUTIONS, ALTHOUGH 1.8 GUARANTEE CIRCUITS DIVIDE AND SHALL CONSIST OF ONE THROUGH CIRCUIT TO THE FINAL ACCEPTANCE OF SUCH SUBSTITUTIONS ARE TO BE MADE BY THE TRANSFORMERS SHALL BE MOUNTED ON NEOPRENE PAD ISOLATORS, STATIC WHICH SHALL BE SPLICED THE BRANCH FROM THE CIRCUIT, NO ENGINEER, UNLESS OTHERWISE INDICATED IN THE CONTRACT DOCUMENTS, ALL MATERIAL DEFLECTION SHALL BE NO LESS THAN 0,05 INCH, SIZE PADS TO LIMIT SPLICES SHALL BE MADE IN CONDUCTORS EXCEPT AT OUTLET BOXES, AND EQUIPMENT FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE LOADING WITHIN RECOMMENDED LOAD LIMITS ❑F ELASTOMER. ALL CONDUIT JUNCTION BOXES AND SPLICE BOXES. 2.2 FIXTURE CONSTRUCTION NEW, FREE FROM DEFECTS AND SHALL BE GUARANTEED FORA PERIOD OF ONE (1) YEAR FROM THE TIME OF ACCEPTANCE OF THE WORK. BETWEEN ELECTRICAL EQUIPMENT AND PARTITIONS OR STRUCTURE SHALL B. ALL JOINTS FOR POWER WIRING NO. 10 AWG OR SMALLER SHALL BE A. FIXTURES SHALL BE CONSTRUCTED OF MINIMUM 20-GAUGE STEEL HAVE A SUFFICIENT LENGTH OF LIQUID-TITS FLEXIBLE CONDUIT INSTALLED MADE WITH WIRE NUTS OR COMPRESSION TYPE CONNECTORS. JOINTS WITH 18-GAUGE FRAMES AND END PIECES. 1.9 OPERATING AND MAINTENANCE INSTRUCTIONS TO PREVENT TRANSMISSION OF VIBRATION TO THE PARTITION OR IN SIGNAL CABLES SHALL BE MADE ONLY WITH COMPRESSION TYPE STRUCTURE. CONNECTORS, B. ON FLUORESCENT FIXTURES, STEEL SHALL BE PAINTED A FINAL FURNISH TWO (2) COMPLETE SETS OF OPERATING AND MAINTENANCE MANUALS 2.11 GROUNDING BAKED WHITE ENAMEL FINISH. MINIMUM REFLECTANCE FOR PAINTED , TO THE OWNER'S REPRESENTATIVES UPON COMPLETION OF INSTALLATION, C. ALL JOINTS OR SPLICES FOR NO. 8 AWG OR LARGER SHALL BE MADE HOUSING INTERIORS SHALL BE 88 PERCENT. A, ELECTRICAL SYSTEMS AND EQUIPMENT GROUNDING: WITH A MECHANICAL COMPRESSION CONNECTOR, AFTER THE 1.10 TESTS CONDUCTORS HAVE BEEN MADE MECHANICALLY AND ELECTRICALLY C. TRIMS SHALL BE SUITABLE FOR MOUNTING IN CEILING AND SHALL 1, GENERAL: PROVIDE ALL GROUNDING FOR ELECTRICAL SYSTEMS SECURE, THE ENTIRE JOINT OR SPLICE SHALL BE COVERED WITH TAPE PRESENT NEAT AND FINISHED APPEARANCE. THE RIGHT IS RESERVED TO INSPECT AND TEST ANY PORTION OF THE AND EQUIPMENT IN ACCORDANCE WITH ALL APPLICABLE CODES. TO MAKE THE INSULATION OF THE JOINT OR SPLICE EQUAL TO THE EQUIPMENT AND/OR MATERIALS DURING THE PROGRESS OF ITS ERECTION. INCLUDE TRANSFORMER HOUSINGS, CONDUIT SYSTEM, INSULATION OF THE CONDUCTORS. D. LENSES SHALL BE 1/8' THICK MINIMUM. SWITCHBOARD FRAME AND NEUTRAL BUS, MOTORS, SECONDARY 3.6 WIRING DEVICES 2.3 BALLASTS SECTION 16100 NEUTRAL WIRE AND HOUSING OF DRY TYPE TRANSFORMERS AND MOUNT DEVICES IN APPROVED OUTLET BOXES WITH MOUNTING HEIGHTS A. BALLASTS SHALL BE HIGH POWER FACTOR TYPE, CLASS P BASIC MATERIALS AND METHODS MISCELLANEOUS GROUNDS REQUIRED, GROUNDING LUGS, WHERE INDICATED TO CENTER OF DEVICE, WHERE MORE THAN ONE WALL SWITCH IS INTERNALLY THERMALLY PROTECTED, ENERGY SAVING, A SOUND .PROVIDED AS STANDARD MANUFACTURER'S ITEMS ON EQUIPMENT INDICATED AT ONE L❑CATI❑N, SWITCHES SHALL BE GANGED UNDER A COMMON RATING, BEARING THE CBM, ETL AND U.L. LABELS, AS PART 1 - GENERAL FURNISHED MAY BE USED. THE GROUNDING SYSTEM SHALL WALL PLATE. MORE THAN 6 SWITCHES SHALL BE GANGED IN TWO ROWS, ONE MANUFACTURED BY UNIVERSAL, JEFFERSON, ADVANCE, GE, OR COMPLY WITH ARTICLE 250 OF THE N.E.C. ABOVE THE OTHER. VERIFY COLOR AND LOCATION WITH ARCHITECTS, APPROVED EQUAL. 1.1 LISTINGS 2, EQUIPMENT: 3.7 PANELBOARDS 3.0 EXECUTION PROVIDE UNDERWRITERS' LABORATORIES, INC, LISTED AND LABELLED A. PROVIDE SEPARATE GREEN INSULATED EQUIPMENT GROUND EQUIPMENT FOR ALL ITEMS FOR WHICH U.L. CARRIES A LISTING OR CONDUCTOR IN ALL NON-METALLIC AND FLEXIBLE A. PANELBOARDS SHALL BE MOUNTED PLUMB AND TRIM ADJUSTED TO BE 3.1 VERIFY ALL CEILING TYPES AND COORDINATE FIXTURE TRIM AND LABELLING, UNLESS ITEMS ARE SPECIFICALLY EXEMPTED. FIRE ALARM ELECTRICAL RACEWAYS. EFFECTIVELY GROUND ALL VERTICAL AND COVERING ALL OPENINGS, ACCESSORIES BEFORE ORDERING FIXTURES. COORDINATE WITH CEILING SYSTEM EQUIPMENT SHALL ALSO BE APPROVED BY STATE FIRE MARSHALL. INSTALLER, FIXTURES, PANELS, CONTROLS, MOTORS, DISCONNECT B. TOP OF PANELBOARD SHALL BE MAXIMUM 6'-6' ABOVE FINISHED PART 2 - MATERIALS SWITCHES, EXTERIOR LIGHTING STANDARDS, AND NON- FLOOR. CURRENT CARRYING METALLIC ENCLOSURES. USE BONDING 3.2 FURNISH AND INSTALL ALL LIGHT FIXTURES AND CONNECT TO BUILDING 2.1 RACEWAYS AND FITTINGS JUMPERS, GROUNDING BUSHINGS, LUGS, BUSES, ETC., WIRING SYSTEM. LIGHT TRACK FIXTURES AND FITTINGS WILL BE FOR THIS PURPOSE. PROVIDE GROUNDING BUSHINGS ON FURNISHED BY OWNER. INSTALL LIGHT TRACK AS SHOWN. A. RIGID CONDUIT SHALL BE OF THREADED TYPE, HOT DIP GALVANIZED ALL FEEDER CONDUIT ENTRANCES TO PANELS AND C. UPDATE PANELBOARD DIRECTORY AS CIRCUITS ARE INSTALLED (TO BE STEEL OR ALUMINUM, ELECTRICAL METALLIC TUBING SHALL BE EQUIPMENT ENCLOSURES AND BOND BUSHINGS TO TYPED), 3.3 ALL NEW LIGHT FIXTURES SHALL BE SECURELY FASTENED TO EITHER GALVANIZED STEEL AND MAXIMUM SIZE SHALL BE 4 INCHES. ALL ENCLOSURES WITH MINIMUM NO. 10 AWG CONDUCTOR, SLAB, CEILING OR WALL. RECESSED FIXTURES IN SUSPENDED CEILING STEEL CONDUIT SHALL BE PROTECTED BY AN OVERALL ZINC COATING. CONNECT THE EQUIPMENT GROUND TO THE BUILDING 3.8 JUNCTION AND PULL BOXES SHALL BE INDEPENDENTLY SUPPORTED FROM BUILDING STRUCTURE WITH SYSTEM GROUND. MINIMUM TWO #9 WIRES AT DIAGONAL CORNERS AND CLIPPED TO CEILING REFERENCE ONLY B. FLEXIBLE CONDUIT SHALL BE STEEL; MINIMUM 1/2 INCH SIZE, DRAWINGS DO NOT NECESSARILY SHOW EVERY PULL BOX REQUIRED. GRID FOR BRACING. NOT APPROVED WITH TI-IIS PERMIT FITTINGS SHALL BE OF SCREWED WEDGE TYPE. ADDITIONAL BOXES MAY BE ADDED WHEN DESIRABLE TO SAVE LABOR AND USE THE SAME SIZE EQUIPMENT GROUND CONDUCTORS AS AVOID DIFFICULTIES; AND WHEN CODE REQUIREMENTS LIMIT THE NUMBER OF 3.4 ALL SURFACE MOUNTED LIGHTING FIXTURES SHALL BE INSTALLED WITH C. EMT CONNECTORS AND COUPLINGS SHALL BE SET-SCREW TYPE. PHASE CONDUCTORS, UP THROUGH NO, 10 AWG, USE BENDS BETWEEN BOXES, ADDITIONAL BOXES SHALL BE PROVIDED WITHOUT SPACES BETWEEN THE FIXTURES AND MOUNTING SURFACE AS REQUIRED BY CONNECTORS FOR CONDUIT 2-1/2" OR LARGER SHALL BE COMPRESSION N.E.C. TABLE 250-95 FOR CONDUCTOR SIZE WITH PHASE ADDED COST TO THE OWNER, BOXES SHALL BE SIZED ACCORDING TO CODE CODE, TYPE OR 4 BOLT SET SCREW. CONDUCTORS NO. 8 AND LARGER, IF NOT SHOWN ON THE AND SHALL BE UNDERWRITER'S LABORATORIES LISTED. BOXES SHALL BE DRAWINGS. ACCESSIBLE AT THE TIME OF COMPLETION AND IN FINISHED AREAS SHALL 3.5 ALL INCANDESCENT LAMPS SHALL BE RATED FOR 130V OPERATION, D. EMT TO BE STEEL, BE LOCATED ONLY AFTER APPROVAL OF ARCHITECT DUE TO APPEARANCE B. RECEPTACLES: PERMANENTLY CONNECT THE GROUND CONSIDERATIONS, 3.6 ALL LIGHTING FIXTURES SHALL BE PROVIDED WITH ALL REQUIRED OUTLET TERMINAL ON EACH RECEPTACLE TO THE GREEN GROUND BOXES IN ACCORDANCE WITH CODE. FOR EXACT LOCATION OF ALL CONDUCTOR OR GROUNDED METAL RACEWAY SYSTEM WITH A 3.9 LABELS FIXTURES, REFER TO ARCHITECTURAL DRAWINGS. E. INSULATING BUSHINGS TO BE ON ALL TERMINATIONS OF CONDUIT 1- GROUND WIRE. 1/4' AND LARGER, C. MOTORS: CONNECT THE GROUND CONDUCTOR TO THE A. BLACK CORE WHITE ENGRAVED PLASTIC NAMEPLATES SHALL BE 2.2 WIRE AND CABLE CONDUIT WITH AN APPROVED GROUNDING BUSHING, AND TO ATTACHED TO ALL EQUIPMENT (PANELBOARDS, TRANSFORMERS, MOTOR THE METAL FRAME WITH A BOLTED SOLDERLESS LUG, CONTROL CENTERS, STARTERS, ETC.) INDICATING EQUIPMENT SERVED, BOLTS, SCREWS AND WASHERS SHALL BE BRONZE OR DESIGNATION AND VOLTAGES. CADMIUM PLATED STEEL. scale date owner consultants architect seal Project north revisions revisions sheet title a • a 0 drawn checked e GL M A ` a xE DWM pRO ._ x � 7^ `�;, �� �,� ,. s store no. , � ,.,,_ sheet no. .- , ,, : , ...„ 1.50 California, St., 3rd Floor r 9 - ,, O' . =tib il. ',w"' '�► qtr 'S� _ C.0Z...V4:5 WASHINGTON SQUARE San.Francisco,CA 941114525 - I „ �r'j�,, •I' � u.,r Gi #42 -. 14439 ,._ 'tom SOUTH WEST WASHINGTON s 0.2 "j .., d..Y� , T.415.398.7667 F.4 l 5,3�8.Q595 � � � '�'� � �' � i �� ..d� x ELECTRICAL -, �r... TIGAR OREGON www.�lu�xtal+c C�1C�i SQUARE R AD ...,�. Producion Dept Protect Project Etgkreer � ✓ ��r �� k D, O Job .: 0 0800973 �- ' SPECIFICATIONS ' � � � � � e �1�2 97223 This drawing is r�pyrlght property of ArAzia LP and may not be reproduced Contact. JMS A w `4 �Y ��A Nt' without written permission.All designs and other information shown on this' �,' �. �'� !, 3 drawing are for use on the specified project only and shall not be used , ,,/ othetwlse without written permission of Artizla LP.Written dimenalans shall ,, . '' "_�`' have precedence over scaled dimensions.Contractors must venfy all job 4,,\,,. �• ,� EXPIRES:06/302009 2 dimensions,drawings,details,and specifications and report any errors, 204-611 Alexander Street engineers for a sustainable future- V omissions or discrepancies to the designer before procedhg with any Vancouver, BC V6A 1E1 � < 1 12/19/2008 ISSUED FOR BUILDING PERMIT work. 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Jf; .tx� —1--- -1---- C2) F6r13' LUMINAIRE SCHEDULE TAG SYMBOL DESCRIPTION MANUFACTURER LUMINAIRE LAMP(S) BALLAST(S) REMARKS & MODEL NO. VOLTSVATTS NO TYPE WATTS NO TYPE 0 EI t"TRICAI SIGHTING PEAN L1A 4.25” EYEBALL, RECESSED MR16, CONTRAST 120 38 1 MR16 35 1 XFRMR A—WHITE FINISH, T7024-11 TRIM, MR16 35W NW7000M CONSTANT COLOR LAMP SCALE: 1/4"=1'-0” SECURITY SCHEDULE 4.25" EYEBALL, RECESSED MR16, CONTRAST B—BLACK FINISH, T7024-02 TRIM, MR16 SYMBOL DESCRIPTION L1 B 35W NW7000M 120 38 1 MR16 35 1 XFRMR CONSTANT COLOR LAMP SHEET NOTES ® a FC — FIXED CAMERA 1. FURNISH AND INSTALL NEW SWITCHES FOR LIGHTING CONTROL. SEE 4-15/16" RECESSED EYEBALL, CONTRACT 120 54 1 PAR20 50 1 XFRMR WHITE ELBOW TRIM PTZ — PAN TILT ZOOM PAR20 NW2000A LIGHTING CODED NOTES ON THIS PAGE AND TIMECLOCK/CONTACTOR i■ I (PTZ CAMERA) DETAIL ON SHEET E5.5, DETAIL 2 FOR WIRING AND CONNECTION INFORMATION. ALARM PANIC BUTTON RECESSED MR16 CMH DOWNLIGHT DASAL TRIM TO MATCH PT-2, 2. FURNISH AND INSTALL TIMECLOCK AND CONTACTORS AS INDICATED IN L4 ® 2 LAMP CLUSTER MX2 120 48 2 CMH2O 20 1 XFRMR LAMP GE CMH2O/MR16/UVC/830/GX10/SP DETAIL 2/E5.5. FURNISH ELECTRICAL JUNCTION BOX AS REQUIRED TO KP ALARM KEY PAD HOLD CONTACTORS. MATCH PT-2, 3. FURNISH AND INSTALL WALL MOUNTED OCCUPANCY SENSOR FOR MD MOTION DETECTOR L5 ® 3 RECESSED CMH DOWNLIGHT MX3 L 120 72 3 CMH2O 20 1 XFRMR LAMP GOE CMH2O/MR16/UVC/830/GX10/SP CONTROL OF LUMINAIRE IN ROOM. MD MOTION DETECTOR 4. FURNISH AND INSTALL 'BODINE' BATTERY BACKUP BALLAST FOR KEY SWITCH AT BACK DOOR LIGHTOLIER EMERGENCY OPERATION OF LUMINAIRE. ® TIED TO INTERCON ALARM L7 v v v v 8' TRACK WITH 4 HEADS LYTESPAN 55008WH W/8110WH 120 156 4 CMH35 35 1 XFRMR LIVE END FEED: 55031WH 5. FURNISH AND INSTALL CONNECTION TO MIRROR LIGHTING. CIRCUIT TO HEAD LIVE END ADAPTOR: 550033WH BE ROUTED THROUGH LIGHTING CONTACTOR/TIMECLOCK. CIRCUIT TO BE DOOR CONTACT ROUTED THROUGH BASEBOARD IN BX. ® , SMOKE DETECTOR L8 2'x4' RECESSED FLUORESCENT CFI FLUORESCENT 120 79 3 T8 32 1 ELECT LAMP 3000K — PATTERN 12 ACRYLIC LENS 6. FURNISH AND INSTALL TRANSFORMER/BATTERY PACK FOR RMR REMOTE s0 TROFFER (3 LAMP) , EMERGENCY LIGHTING HEADS. m CEILING SPEAKER L9 RECESSED DOWNLIGHT LIGHTOLIER 120 69 2 CFL 32 1 ELECT WARM 3000K 1X GE F32TBX—SPX30—RP SECURITY NOTES (GROWLIGHT) 82263242 HG120 COOL 4100K 1X GE F32TBX—SP41-4P MINIMUM OF 15' OF LOOPED CABLE TO BE LEFT IN PLENUM SPACE FOR FINAL PLACEMENT AND DASAL INSTALLATION OF CEILING SECURITY L11 0- NARROW APERTURE SPOT LIGHTING 2—O6DF—C—P-20WGX10—CMH 120 24 1 CMH2O 20 1 XFRMR TRIM TO MATCH PT-2 FIXTURES. 120 L12 ® RECESSED MR16 CMH DOWNLIGHT 1 DASAL 120 24 1 CMH2O 20 1 XFRMR LAMP — GE CMH2O/MR16/UVC/830/GX10/SP LAMP CLUSTER MX1 L13 7. RECESSED MR16 CMH DOWNLIGHT 4 DASAL 120 96 4 CMH2O 20 1 XFRMR LAMP — GE CMH2O/MR16/UVC/830/GX10/SP LAMP CLUSTER MX4 L15 3-1/2" EYEBALL, RECESSED MR16, CONTRAST 120 38 1 MR16 25 1 XFRMR REFERENCE ONLY 35W T-3000 & NW300DCM NOT APPROVED WITH THIS PERMIT KARICE ENTERPRISES 1 L50 • = CHANDELIER 120 225 INC 15 — — _ (OWNER SUPPLIED) 5 EMERGENCY EXIT LIGHTING BEGHELLI RECESSED CENTRAL TRANSFORMER/BATTERY PACK — LOW X O RC — RECESSED EMERGENCY LIGHT RMR — 120 24 1 MR16 20 1 XFRMR VOLTAGE WIRING TO REMOTE HEADS. SW — SURFACE MR16 SERIES EMERGENCY EXIT SIGN X1 flP1 RC — RECESSED BEGHELLI GUIDA C860 120 2 LED 2 LED EDGE LIT CLEAR PANEL SW — SURFACE LIGHTING CODED NOTES 1. WINDOW DISPLAY IS A TWO—WAY SWITCH. WINDOW DISPLAY CAN BE TURNED ON AND OFF FROM EITHER SWITCH IN BACK OR LOCATED IN mmi L11 fr' FRONT WINDOW. TIMECLOCK OVERRIDES BOTH SWITCHES. = A 2. MASTER SWITCH(S) SHALL BE TAMPER PROOF TOGGLE SWITCHES. NOTES: MASTER SWITCHES owner consultants architect seal project north revisions revisions sheet title scale date ® • ® ® drawn checked , 0 CLUMAC 7 1. DWM I .� ® '�► ��d � stores sheet�v r , -1 - ,� ,, G F �'/ 6 _0 California St.r 3rd Floor •I �� / Z- - °� :w. . lif,.�. • � •� � �,� C� �� �'¢ � gb6S WASHINGTON SQUARE ;.., , San Francisco,GA X4111-4525 - �r �, �'' PE 5 #421 ,...- r rz 7:4: _ °- 9 f OUTH W E2.1 ,: 41S 98 QS 6 T. 415 398.7667 F .3 *****- •�, ©� ELECTRICAL . �y.F ,+ �. lu '` SQUARE ROAD TIGAR , OREGON Prnadon Project Project E ' ► ' A ' Dc b l ea.: 01.08 00973 *`� 'A ► o 4 LIGHTING PLAN p I` 97223 This drawing Is copyright property of Arl�la LP and may not be reproduced Contact: JMS '�t * M',010 ��4 �' without wrltten permission.All designs and other information shown on this 4 ,Y '1;, ��` 3 drawing are for use on the specified project only and shall not be used rp � . ,0, 'O N 't• otherwise without ren permission of Aritzla LP.Written dimensions shall s„ .I� id'' •E 2 have precedence over scaled dimensions.Contractors must verify all job dimensions,drawings,details,and specifications and report any errors, 204-611 Alexander Street engineers for a sustainable future EXPIRES:06/30/2009 omissions or discrepancies to the designer before proceding with any Vancouver, BC V6A 1E1 1 12J19/2008 ISSUED FOR BUILDING PERMIT work T.604.251.3132 F. 604.251.6575 no date issue Drawing issue REV or 5K No. ISSUES/REVISIONS ( H ( C‘ CF) 0 Km cp,f) (—,--;,- , \,=k,.___1,,,) * ® �`•. 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DISCONNECT AND REMOVE EXISTING POWER/DATA OUTLETS WITH ASSOCIATED CONDUIT AND WIRING BACK TO SOURCE. SEE ARCHITECUTURAL DRAWINGS FOR REFERENCE TO DEMOLITION SCOP OF 2.. FURNISH AND INSTALL CONNECTION TO SECURITY ALARM PANEL WORK. MOUNTED ABOVE CEILING. COORDINATE DETAILS OF CONNECTION WITH SECURITY VENDOR. AN ELECTRONIC POWER PACK IS LOCATED WITHIN A MAXIMUM DISTANCE OF 35' FROM THE CLUSTER. A 120VAC 15 AMPERE DEDICATED LINE PREFERABLY WITH ISOLATED NEUTRAL ON IT'S OWN BREAKER DULY MARKED "SECURITY" IS REQUIRED AT THE POWER PACK LOCATION. THE CONDUITS FROM • EACH CLUSTER SHOULD TERMINATE AT THE PACK LOCATION. IMMEDIATE ACCESS TO THE POWER PACK IS REQUIRED THROUGH A TRAP DOOR — SEE DETAIL 2, THIS DRAWING FOR ACCESS PANEL REQUIREMENTS. 3. RECONNECT EXISTING EXHAUST FAN TO NEW CIRCUIT. ROUTE CIRCUIT FOR LIGHT AND FAN THROUGH NEW WALL MOUNTED OCCUPANCY SENSOR. 4. FURNISH CONNECTION/RECONNECT EXISTING WATER HEATER. 5. FURNISH AND INSTALL CONNECTION TO FCU1 & FCU2. REFERENCE ONLY • COORDINATE FEEDER LOCATION WITH BUILDING ENGINEER. COORDINATE ELECTRICAL INSTALLATION TO ALLOW FOR COMMON NOT APPROVED WITH THIS PERMIT ELECTRICAL/MECHANICAL ACCESS PANEL. 6. FURNISH AND INSTALL CONNECTION TO NEW DUCT HEATER. COORDINATE CIRCUIT WITH BUILDING ENGINEER. USE (3) #10 AND (1) #8 GND IN 1" CONDUIT FOR FEEDER. FURNISH AND INSTALL NEW CIRCUIT BREAKERS AS INDICATED IN PANEL SCHEDULE. 11-6' COORDINATE ELECTRICAL INSTALLATION LOCATION TO ALLOW FOR 1'TYP• (i)4 COMMON ELECTRICAL/MECHANICAL ACCESS PANEL. -, r 7. COORDINATE FLOOR SLAB CUTTING/CORING REQUIREMENTS WITH LANDLORD AND INCLUDE COSTS FOR X—RAY/RADAR/SONAR VERIFICATION OF SLAB FOR UNDERFLOOR CONDUIT AND EQUIPMENT. 4 N TYPICAL ACCESS HATCH STYLEMARK — CAP SERIES WITH PATTERN OF Y4"0 1. HOLES DRILLED INTO FACE 11-11 15/16' 0 DETAIL - ACCESS PANEL TO MERCHANT ALARM SCALE: NTS north revisions revisions scale date owner consultants architect seal project sheet tine -, ® ® ® e drawn checked• GI.U1`.4/ AC . .1111 ,, DWM 1 ® ��� PRQat`�. store no. sheet no. 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PLAN 1' 1 `�` . 2 dimensions,drawings,detail,and specifications and report any errors, 204-611 Alexander Street , y have precedence over scaled dimens�s.Contractors must verify all job engineers for a sustainable future- �J► -�,�' EXPIRES:06/30/24t?9 omissions or discrepancies tothede'designer before procedingwithany Vancouver, BC V6A 1 E 1 ►� I 12/19/2008 ISSUED FOR BUILDING PERMIT work` 16 41 T.604.251.3132 F. 604.251.6575 no. date issue Drawing Issue REV or SK No. ISSUES/REVISIONS (1-4' GI E D CCID A i , , • , -../..,, ,,. ;,,,,-,- 1 1 I 1 1 1 1 I ,,, ,,,. 1 1 - - „ , -', 1 ....,— 1 I 1 1 1 1 1 1 1 , 1 « ..... �.. ...3. ..f. .. .... ..,,.c .. , .....,, .,. .. ,. ,,,, ,. ,.. < , o- , ,, .:.. -a .,,. -a kz".. 12 f a,u1f I:. 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" i � l + Y I I I I I I , ;/ , n n n n , a .,x, ,, ... ,,,: ..a ?._,:., f _. ,..,, is i _ t _ i, r,, r ; 1 J . , , , I I I 0:31) I I CONDUIT SCHEDULE 43, — (HO 0 SP DESC CONDUIT ROUTING TERM CABLE CABLEQTY A01 CEILING SPEAKER 3/4" ABOVE CEILING AUDIO B 1 A02 CEILING SPEAKER 3/4" ABOVE CEILING AUDIO B 1 A03 CEILING SPEAKER 3/4" ABOVE CEILING AUDIO B 1 WIRE CODE MANUFACTURER/TYPE NOTES SECURITY SYTEM ALARM HORN UNIT A04 CEILING SPEAKER 3/4" ABOVE CEILING AUDIO B 1 MOUNTED 10"FROM CEILING LINE 'SECURITY SYSTEM A05 CEILING SPEAKER 3/4" ABOVE CEILING AUDIO B 1 A AMP CAT5e FT6 (White) Min. 20 feet slack at both ends DEMARK BOARD-3/4"PLYWOOD' BOX PANEL 6'WIDE x 5'TALL •06 CEILING SPEAKER 3/4" ABOVE CEILING AUDIO B 1 B Beldin 16/4 FT 4 Speaker Wire Min. 20 feet slack at both ends A07 CEILING SPEAKER 3/4" ABOVE CEILING AUDIO B 1 "1 x Beldin RG6 FT4, _ " 'OUTLINE OF IT EQUIPMENT RACKK F'Rl�l FIXED TO CEILING SPEAKER 3/4" ABOVE CEILING AUDIO B 1 C 1 x Beldin 18/2 FT4" Min. 20 feet slack at both ends �' 2 6 �' (30"Wx 48"H X24 "D) PLY NICK PANEL A09 CEILING SPEAKER 3/4" ABOVE CEILING AUDIO B 1 'CAMERA LOW - "1 x Beldin RG6 FT4, VOLTAGE POWER BOX FRONT BOX WITH HINGE Al 0 DJ PLATE 3/4" "UP WALL, ABOVE CEILING" AUDIO F 1 D 1 x Beldin 18/2 FT4 Min. 20 feet slack at both ends FIXED TO BACK FRAME ( Ti)ADJ PLATE 3/4" "UP WALL, ABOVE CEILING" AUDIO F 1 1 x AMP CAT5e FT4 (White)" BIX DEMARKATION BOX ? ,\ '--\ Al 2 STEREO CONTROL PANEL 3/4" UNDER SLAB, UP WALL, ABOVE CEILING AUDIO 1 E Beldin 16/2 FT 4 Speaker Wire Min. 15 feet slack at both ends �, 4"0 HOL THROUGH_ MONITOR ARM MOUNT I'S 3/4" " " DFMARK 60ARD "'--CAMERA CONTROL Al 3 SUBWOOFER 3/4 "UP WALL, ABOVE CEILING AUDIO G 1 KEYBOARD CONTROLLER F Beldin 18/4 FT4, each pair seperately sheilded with Mn i _ 15 feet slack at both ends QUAD OUTLET ON CONNECTION A14 SUBWOOFER 3/4" "UP WALL, ABOVE CEILING" AUDIO G 1 ground cel _ DEDICATED 20 AMP CIRCUIT AMP POWER BAR En Al SUBWOOFER 3/4" "UP WALL, ABOVE CEILING" AUDIO G 1 r 6"x6"CUT OUT ON BACK OF 6 • . SUBWOOFER 3/4" "UP WALL, ABOVE CEILING" AUDIO G 1 EQUIPMENT RACK G BELDIN 14/2 FT 4 SPEAKER WIRE Min. 15 feet slack at both ends Al SUBWOOFER 3/4" UP WALL, ABOVE CEILING AUDIO G 1 1'-0" 6" 018 SUBWOOFER 3/4" "UP WALL, ABOVE CEILING" AUDIO G 1 '-3" A19 CEILING SPEAKER 3/4" UP WALL SECCAB 4'-01 • DI. AUDIO CABINET SPARE 3/4" UP WALL, ABOVE CEILING • ITCAB 6I_0. E ,cor N CO FIXED CAMERA 3/4" ABOVE CEILING SECCAB C 1 SET 0 FIXED CAMERA 3/4" ABOVE CEILING la—CUM la—CUM C 1 SET 0 FIXED CAMERA 3/4" ABOVE CEILING C 1 SET 04 PTZ CAMERA 3/4" ABOVE CEILING SECCAB D 1 SET 0 PTZ CAMERA 3/4" ABOVE CEILING ISEEI D 1 SET ELEVATION - TYP. DEMARK TERMINATION BOARD WITH CCTV 0• FIXED CAMERA 3/4" ABOVE CEILING SECCAB C 1 SET SCALE: NTS SO SMOKE DETECTOR 3/4" ABOVE CEILING ITCAB SO SMOKE DETECTOR 3/4" ABOVE CEILING ITCAB 1 . THIS DRAWING TO BE READ IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS. SO SMOKE DETECTOR 3/4" ABOVE CEILING ITCAB 2. ELECTRICAL DRAWINGS ARE SCHEMATIC ONLY. FOR EXACT LOCATION AND DETAILS OF INSTALLATION, REFER TO INTERIOR DESIGN 0-0—p SMOKE DETECTOR 3/4" ABOVE CEILING ITCAB DRAWINGS. SO SMOKE DETECTOR 3/4" ABOVE CEILING ITCAB 3. AUDIO CONDUITS (THOSE SERVING EQUIPMENT THAT STARTS WITH 'A') EXTEND TO TERMINATION POINT FOR AUDIO SYSTEM. I So• SMOKE DETECTOR 3/4" ABOVE CEILING ITCAB SO DOOR CONTACT 3/4" SECCAB 4. THE COLUMN/WALL SHOULD BE FURRED OUT SUFFICIENTLY TO ACCOMMODATE THE AUDIO CABLES THAT WILL RUN DOWN ITS DOOR CONTACT 3/4" SECCAB LENGTH. OTHERWISE, THE CABLES ARE COMING THROUGH CONDUITS IN THE FLOOR. REFER TO DETAILS. 0 DOOR CONTACT 3/4" SECCAB REFERENCE ONLY 04 DOORBELL 3/4" SECCAB 5. CUT AND PATCH FLOOR SLAB TO EMBED CONDUIT FOR POWER AND COMMUNICATIONS AS NEEDED. G.C. TO COORDINATE NOT APPROVED WITH THIS PERMIT X—RAY AND CORING TO LANDLORD'S STANDARDS. S06 DOORBELL BUTTON 3/4" UP WALL SECCAB 6. THE EXACT LOCATIONS OF REACH SPEAKER MUST BE CONFIRMED ON—SITE WITH THE OWNER REPRESENTATIVE. THE SPEAKER 07 EMERGENCY PUSH BUTTON 3/4" UNDER SLAB, UP WALL, ABOVE CEILING pare&:I LOCATIONS WILL BE FINISHED WITH A DEEP DOUBLE GANG ELECTRICAL BOX, FACING DOWN AND INSTALLED AS INDICATED ON MILLSON DRAWINGS. SO8 KEY SWITCH 3/4" SECCAB 7. COORDINATE ADDITIONAL WORK WITH BUILDING'S SOUND SYSTEM CONTRACTOR FOR EMERGENCY MESSAGING SYSTEM. 09 KEYPAD 3/4" UNDER SLAB, UP WALL, ABOVE CEILING SECCAB 8. COORDINATE ADDITIONAL CONDUIT REQUIREMENTS FOR THE FUTURE LIFE SAFETY SYSTEM WITH THE BUILDING AND THE MOTION DETECTOR — 360 3/4" SECCAB) BUILDING'S ALARM SYSTEM CONTRACTOR. tit, MOTION DETECTOR 360 3/4" SECCABI MOTION SENSOR 3/4" SECCABI WITH NYLON PULL STRING AND LOOKUP STATION 3/4" UP WALL, ABOVE CEILING ITCAB I 9. ALL EMPTY CONDUITS ARE TO BE PROVIDED f MAGIC MIRROR 3/4" UP WALL, ABOVE CEILING ITCAB 1 4" - STAFF DESK 3/4" UP WALL, ABOVE CEILING ITCAB -- TAGGED AT BOTH ENDS FOR THEIR INTENDED PURPOSE (SECURITY, AUDIO, • 04* SALES DESK 3/4" UNDER/IN SLAB, UP WALL, ABOVE CEILING IT A: COMMUNICATIONS, VIDEO, ETC. ► 053 SALES DESK 3/4" UNDER/IN SLAB, UP WALL, ABOVE CEILING ITCAB * — DENOTES CONDUIT RUN NOT SHOWN ON FLOOR PLAN. scab date owner consultants architect seal Project north revisions revisions title • a a a •® drawn checked di II 0 GLUMAC i, IQ PRt c 7 store no. sheet no. /�ts‘d, _ .ar 150 California 5t.,3rd Floor r - 4UIP• '''�• ��5 �i��`Nfi4'A C._—oz. . __ 1• t� r,,, W ? *SOU; THNGTON`�� WASHINGTON SQUARE 1 ,, , San Francisco,GA 94111-4525 ,, - ..- tx t 744 P ti 5 E�■T.415.398.7 667 F,415.398.059Es, , , .,, 111 - ELECTRICAL TIGAR �:, .� .,. .n ,,.. OREGON t.r, AR ww�. �xmac cvm � �� �‘,..q**,,� �. '� �� O Job No., 01.08.00973 ProdxfonDept ProjactilAanagar ProjedEi e, , �j h: ZOO Cif 97223 4 DETAILS This drawing Is copyright property of Arllzla LP and may not be reproduced' �` without written permission.All designs and other information shown on this Oot�lta t: JMS ,, `� \ �)-;SON 3 drawing are for use on the specified protect only and shall not be used r t A otherwise without wtrdten permission of Arttzla LP.Written dimensions shall s I C' w `, tiVi, -� 2 have precedence over scaled dimensions.Contractors must verify all job ,,�� I EXPIRES: 06/30/2009 204-611 Alexander Street ,» omisssions or discrepancies to the designer gn before proceding w ilh any work engineers for a sustainable future � >� Vancouver,BC V6A 1 E 1 � � 1 12!19/2008 ISSUED FOR BUILDING PERMIT T.604.251.3132 F. 604.251.6575 date issue Drawing Issue REV or SK No. ISSUES I REVISIONS rrw E L E C T R I C A R E S P O N S I I I T Y SCHEDULE POLE C.B. NO. AMP P SERVICE TOTAL TYPE A LOAD KVA C TYPE TOTAL SERVICE C.B. POLE AMP/P NO. POLE C.B. NO. AMP P SERVICE TOTAL TYPE A LOAD KVA B C TYPE TOTAL SERVICE C.B. POLE AMP/P NO. FURNISHED BY INSTALLED BY 1 20/1 LIGHTING 1.606 C 2.894 C 1.288 UGHTING 20/1 2 1 20/1 CONV RECEPTACLES 0.9 A 1.98 A 1.08 CONV RECEPT 201/1 2 ITEM N/A REUSE NOTES EXISTING 3 20/1 LIGHTING 1.568 C 2.888 C 1.32 UGHTING 20/1 4 3 20/1 STAFF DESK 0.36 B 0.86 B 0.5 STEREO UNIT 201/1 4 LANDLORD ELEC. CONTR. OTHERS LANDLORD ELEC. CONTR. OTHERS 5 20/1 LIGHTING 1.748 C 3.246 C 1.498 UGHTING 20/1 6 5 20/1 STAFF DESK 0.18 B 0.68 B 0.5 STEREO UNIT 201/1 6 MAIN CIRCUIT BREAKER • • 7 20/1 LIGHTING 0.138 C 1.038 C 0.9 UGHTING 20/1 8 7 20/1 IT CABINET 0.5 B 0.86 B 0.36 FT WINDOW RECEPT 201/1 8 TRANSFORMER • 9 20/1 LIGHTING 0.4 C 0.4 10 9 20/1 IT CABINET 0.5 B 1.3 B 0.8 FRIDGE 201/1 10 METERING AT LANDLORD ELECTRICAL EQUIPMENT • • 11 12 11 20/1 IT CABINET 0.5 8 1.7 B 1.2 MICROWAVE 201/1 12 SERVICE ENTRANCE CONDUIT FROM MAIN DISCONNECT TO LEASE SPACE • • 13 14 13 20/1 SEC CABINET 0.5 B 0.86 B 0.36 CONV/DJ RECEPT 201/1 14 TENANT'S PANELBOARD • • 15 16 15 20/1 SEC RACK 0.5 B 1.5 B 1 CASH DESK 201/1 16 17 18 17 20/1 LOOKUP STATION 0.8 B 1,8 B 1 CASH DESK 201/1 18 PLYWOOD BACKBOARD • • SUPPLIED & INSTALLED BY GC 19 20 19 20/1 DOOR ALARM 0.5 B 2 B 1.5 STEAMER 201/1 20 21 22 21 20/1 MAGIC MIRROR 0.5 B 0.5 201/1 22 POWER WIRING TO HVAC EQUIPMENT • • REFEED EXISTING 23 24 23 20/1 201/1 24 IN FLOOR HEATING SYS. • 25 26 25 20/1 201/1 26 POWER WIRING TO AUDIO EQUIPMENT • • 27 28 27 20/1 201/1 28 29 30 29 20/1 201/1 30 POWER WIRING TO INTRUSION ALARM SYS. • • 31 32 31 30/2 WATER HEATER 2.1 B 4.6 C 2.5 EDH-1 30/2 32 POWER WIRING TO MERCHANDISE ALARM SYS. (INFLOOR, PEDESTAL SYS.) • • 33 34 33 2.1 B 4.6 C 2.5 34 POWER WIRING TO CCTV SURVEILLANCE SYS. • • BY XPRT 35 36 35 20/2 VAV-1 0.8 C 3.3 C 2.5 EDH-2 30/2 36 VIDEO WIRING FOR CAMERAS. • • BY XPRT 37 38 37 0.8 C 3.3 C 2.5 38 FLOOR BOXES AND COVERS • 39 40 39 20/2 VAV-2 _ 0.8 B 1.55 C 0.75 EDH-3 20/2 40 41 42 41 0.8 B 1.55 C 0.75 42 TOILET EXHAUST FAN • WIRED BY DIV.16 CONNECTED LOAD PER PHASE 3.932 3.288 3.246 CONNECTED LOAD PER PHASE 13.6 10.31 9.03 POWER RECEPTACLES • • LOAD SUMMARY CONN. DEMAND DEMAND LOAD SUMMARY CONN. DEMAND DEMAND KVA FACTOR KVA VOLTS: 120/208V.3PH.4W PANEL KVA FACTOR KVA VOLTS: 120/208V.3PH.4W PANEL DEMARCATION CABINET • • SUPPLIED & INSTALLED BY ARITZIA , TYPE "A": RECEPTACLES (FIRST 10KVA) 100% TYPE "A": RECEPTACLES (FIRST 10KVA) 1.98 100% 1.98 TELEPHONE AND DATA CONDUIT SYS. • • TYPE "A": RECEPTACLES (OVER 10KVA) 50% BUS: ,225 AMP A TYPE "A": RECEPTACLES (OVER 10KVA) 50% BUS: ,225 AMP B TYPE "B": NON-CONTINUOUS LOADS 1009 POLES: .42 TYPE "Be: NON-CONTINUOUS LOADS 17.86 100% 17.86 POLES: �Z TELEPHONE OUTLETS AND WIRING • ♦ SUPPLIED & BY ARITZIA , _ TYPE "C": CONTINUOUS LOADS 10.47 125% 13.08 TYPE "C": CONTINUOUS LOADS 13.10 125% 16.38 DATA OUTLETS AND WIRING • • TOTAL 10.47 13.08 TOTAL 32.94 36.22 SPEAKERS • • SUPPLIED & INSTALLED BY XPRT TOTAL DEMAND LOAD AMPS 36.34 TOTAL DEMAND LOAD AMPS 100.60 SPEAKER WIRING • • EMERGENCY LIGHTS • • LIGHITNG FIXTURES & LAMPS (EXCEPT EMERGENCY LIGHTS) • • SUPPLIED BY ARITZIA LIGHTING CONTROL SYS. CONTACTORS / RELAYS/TRANSFORMER • • TIME CLOCK • • INTRUSION ALARM SYS. • • SUPPLIED & INSTALLED BY INTRUSION ALARM VENDOR MERCHANDISE ALARM SYS • • SUPPLIED & INSTALLED BY USS STEREO MIXER, TURNTABLE • AUDIO SYS. CONDUIT AND OUTLET BOXES • • AUDIO EQUIPMENT (KEY PAD, SPEAKER, SUBWOOFER, DJ PLATE) • • SUPPLIED & INSTALLED BY XPRT AUDIO EQUIPMENT RACK • • SUPPLIED & INSTALLED BY XPRT DOOR BELL • • TEMPERATURE CONTROL SYS. CONDUIT • • SERVICE LIGHTS AND OUTLETS FOR HVAC EQUIPMENT • REFRIDGERATOR • • SUPPLIED & INSTALLED BY ARITZIA MICROWAVE • • SUPPLIED & INSTALLED BY ARITZIA NOTES IT'S THE GC'S RESPONSIBILITY TO ENSURE THAT HMS/USS ARE GIVEN SUFFICIENT NOTICE OF PROJECT PROGRESS AND NOTICE OF WALL 1' CLOSURE TO FACILITATE THE INSTALLATION OF ALL EQUIPMENT. 2 IT'S THE GC'S RESPONSIBLITY TO ENSURE THE EQUIPMENT IS INSTALLED ACCORDING TO THE DRAWINGS AND THAT NO CONDUIT OTHER THAN THAT DEDICATED TO HMS'S USE IS UTILIZED BY HMS. 3. IT'S THE GC'S RESPONSIBILITY TO CONTACT USS AT PROJECT COMMENCEMENT AND OBTAIN TEMPLATES AND EQUIPMENTS AND INSTRUCTION ON INSTALLATION. 4. IT'S HMS/USS'S RESPONSIBILITY TO ENSURE THAT ALL NECESSARY PERMITTING AND INSPECTIONS ARE UNDERTAKEN. EASE LINE LANDLORD TEN AN SPACE \ , -I- iI------ 1 1 1 I - - - ----t ------ ----, 1 I I l - I _� i ti PNJL !' ii PNL 11 ! I i ii I! ii CI I I ! if A it II B li ii imam, * mtomm it II e e !i II P:- .-_-Ii ! --1 LANDLORDS 20E0 X-,I7 STING I(i1 I t TAP BOX 480Y/277v, 3 P 0 PARTIAL ELECTRICAL RISER DIAGRAM SCALE: NTS north revisions revisions scale date owner consultants archited seal project sheet title . • . . drawn checked I DWM • e GLU M AC s ore no she u � et:. 154 Calilfor St 3rd Flo r l ' L1-t .._ Y � . /, I .!Ir � . Ca k, � or6S WASHINGSan Francisco CA 94111-4525 I ,- w SOUTH W44 T.415.398.7t�b7 F.415.39$<t3S95 .' cr 7 39P , ELECTRICAL,... TIGAR- ` ��+ww�.�lumac cc`,r�a �.�We.� -- ,�, .�,Y I� 7 x Engineer ��, A AVY ,f j 1, 97223 This drawing is copyright property of Aritzia LP and may not be reproduced o k DETAILS Contact: JMS 4 V r . 0 '671,s fl Q" without written permission.All designs and other information shown on this �A t\\ ' ♦ r1 �`r- 3 drawing are for use on the specified project only and shall not be used shall V. -.: ` otherwise without written permission of Antzia LP.Written dimensions a ON ,, „g 1� 2 have precedence over scaled dimerislons.Contractors must verity all Job■ dimensions,drawings,details,and specifications and report any errors, 204-611 Alexander Street engineers for a sustainable future 1F LEXPJRES:0 6/3012009 omissionsordls epandestothedesigner beforeprocedkgwlmany Vancouver BC V6A 1 E1 ` 1 12/19/2008 ISSUED FOR BUILDING PERMIT work iL �► T.604.251.3132 F.604.251.6575 no. date issue Drawing Issue REV or SK No. ISSUES I REVISIONS 3'-0" - i i 11-0" 7-0" i /-14" THICK MARBLE MARBLE SLAB 4" THICK MARBLE ...,„---....„.2\>. ....,..---....,. ... 11■■■■■■■■■moi /' x [ __._.._ i ■ 1/4" • x I / / . _ �� ALARM . 2'-0" o KEYPAD / 2112' } __._M__.. _.._._-_ 13/4" 3l4"f . EDGE OF WAKE 1/2 _ T ' \ ♦' - ♦ •, ' SLAB I TT, , I I �. , 3" �' k S►/8" DM. HOLE ! I FOR CABLE T 5114" i , to — Zo .� E 4" X 1O" T i T I. Le X 4. r i 1, SLOT I i M I j kr X i I i X to 0, MOWING LOCATION 0, M FOR ALL ELEC. RECEPTACLES $ ` 4 CO F i _ 1 `1 '411111 r 1 i i i " CD l7 CV 3 s M O M . j r I _� • a e - B i f t . AND 3 I BODGES LOCATION 1' 1'—O" E FOR > a r , ALL ACCESS CPU i M ` i t i , N r [ s A . tF ♦ �� i I � �z..., N i C V X _ 3 -:: '0" X \ \ it T I -1 101/8" t �--_ ., ,•. ■•••••"..... .....1..".°......--- )( CEIUM UNE N 3 7/8" 6 1/4" 1 )( JUNCTION _ JUNCTION `� BOX li BOX 4" 2'-1112" 4" / 4" 2'-11/2" 4" cur OUT GABLES Ni / CUT our GABLES BI ..----'2 KKK FOR CONTMIUOUS KICK FOR ABLESIUOtIS ----\ e.................:„.........i.N................,/.CONDUITS RACEWAY CONDUnS RACEWAY 12" X3" 12" X 3" 0 SECTION DETAIL: CASH DESK ..- rr SECTION DETAIL: CASH DESK SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" • LCD =ATM — COORIDMIATE POWER AND DATA M LOCATIONS/CONNECTIONS <=, IN FIELD INIMINIM 4" _ _ -�' REFERENCE ONLY ♦ —.►r NOT APPROVED KITH.THIS PERMIT DRYWALL—� I M I ,....\ ,, ./8"/ IN:; 1 _ ELECTRICAL. CONTRACTOR TO FURNISH �' ,c"' CC fie X8 _ Tot Ut I1NG - AI LED 6Y pO� • - W IE DOO R 8X +1 �, MILLWORK VENDOR. 4"AMP CHANGE I I I _ Y --` I ..— I- � c::: � LOCATIrB:— ACCES 1 r LCD • LOCATION ` COORDINATE POWER AND DATA • LOCATIONS/CONNECTIONS IN FIELD . SECTION DETAIL - MIRROR #1 SECTION DETAIL - MIRROR #1 4 SCALE: 3" = 1'—O" SCALE: 3" = 1'-0" sole date , owner consultants architect seal project north revisions revisions sheet tide ® ® ® 0 drawn checked WM P stare she 110 ' 0 GLUmAC -At_ � �t �, �` et no . V is Co u , 6 150 California St., q SQUARE--San Francisc - _._ TON 5,. .. '1 ING.. . . .. , , , -- WASH .4z 5. .� . ,,, _- OAD E L E C TR I C A L www. lumac. EGON Pros on Dot Prefect E�ireer C ac 's, � ��r .Q °'$ x 1, 97223 9 cePY 9 p I�nY Y p`� �- without written permission.All designs and other information shown on this C trt; JMS ! `` \ �9'yQ 0 ,. 3 drawing are for use on the specified project only and shall not be used �' , otherwise without written permission of Arltzia LP.Written dimensions shall thave precedence over scaled dimensions.Contractors must verify all job 2 dimensions,drawin spec fications and r ort a errors, Ir "I R EXPI R�S: ()6/3U/20{39 gs,details,and ep nY: '- /"`r omissions or discrepancies to the designer before�ocedmg with any Vann 1 Alexander Street en+�in�ers fair sustainable#uture " � 1 12/19/2008 ISSUED FOR BUILDING PERMIT work Drawing Issue REV or SK No. Vancouver,BC V6A 1E1 � � T.604.251.3132 F.604.251.6575 no. date issue ISSUES I REVISIONS 16'-0" — c===........... FRONT OF STORE BACK OF STORE -�- . �-. t...,,, 0 - - —1 I I I I I f L I I I I 1 ► 1 I i I 1 I t FC)-1 e !25C4trie , PAID BOX LFT OUT PANELS TO ACCESS LET OUT PANELS TO S WPM RACEWAY __. COMMUNICATIO NS &ACTION BOX WIRING RACEWAY _ COMMUNNCMIONS RN PAD BOX_/°V.- LOCATED ON FLOOR LOCATED ON FLOOR POWER JUNCTION BOX c, POWER JUNCTION BOX LOCATED ON FLOOR LOCATED ON FLOOR LOWER LEVEL I 1 I 1 COMER , I i i � 5'-15/8" 6'-4 5/8" 4'-5 3/4" LAYOUT PLAN: CASH DESK SCALE: 1 1/2- = 1'-0" FRONT OF STORE BACK OF STORE ....., ( ........... 1 POLE MVO' i ` POLE DISPLAY L.___SCREEN i__.L ____FS i i I s ! i I � s � 0 POS 0 ! POS MONITOR �,, -- PANIC BUTTON - - / L; TO � MOUNTED L �_ _� r STEREO CONTROL ////:.''�/ „�. ALARM KEY PAD 2" N FROM EDGE !}; f �', PAID CUT OUT R" 1 L N 1,-1 r ir O O � o______._ ______�.______..________ ® , ©e 1 0 ®m ®63 ®®• ®m 0 JUNCTION BOX FOR CONDUIT JUNCTION BOX FOR CONDUIT TERMINATE CONDUIT AT 7" AFF TERMINATE CONDUIT AT 7° AFF PROVIDE SEPERATION FOR POWER PROVIDE SEPERATION FOR POWER AND DATA PER NEC AND DATA PER NEC 0 BACK ELEVATION SCALE: 1 1/2" = V-0" . - 16'-0" • i 4'-21/4" F FRONT OF STORE -IIOUNTINIG LOCATION OPENING IN CABLE MOUNTING LOCATION —OPENING IN CABLE BETWEEN BACK OF S ..........===i. FOR ALL ELEC. IETWEEN CPU AND CPU AND SUPPLIES DRAWER 4 - RECEPTACLES SUPPLIES LOCATION FOR ALL ELEC. LOCATION RECEPTACLES s M . _ Li.) _ U _ _ _ LOCATION OF LOCATION OF .T ACCESS HATCH, ACCESS HATCH, REFER TO ELEV. REFER TO ELEV. F EXACT LOCATIONS EXACT LOCATIONS REFERENCE ONLY NOT APPROVED WITH THIS PERMIT a L. r ch i , ES i SUPPLIES i DIVNIEFt CPU • n n • t • , 444.■ \ '111111111411111111111114114st i LOCATION OF CPU, CPU SIZE 13"H x 4"W x PLAN SECTION: CASH DESK BASE 1 V SCALE: 1 1/2" = 1'-0" scale date owner consultants architect seal Pled north revisions revisions sheet title . . • • • • drawn checked DWM LU • . V PROpk.S 7 store no. sheet no. ' '�f co-50 California St., Ord Floor �-- +. � 2 coa. 6 "� - WASHINGTON SQUARE . . San Francisco,CA 941.1.1-4S2S p •. :- E5.4 µ R+�' 4 .r SOUTH WEST WASHINGTON . T.415. 98.7667 F.415.398.0596 1. - SQUARE ROAD . ; � _ ELECTRICAL w:wNIut1.gc,c�afn ♦ ' ' r�. ON. TIGARD, OREGON i � BON, Sob .08.00973 ��∎ �� 97223 4 DETAILS This drawing is copyright property of Adlzia LP and may not be reproduced `1*�. without written permission.All designs and other information shown on this GQtriCa4"Y. JMS 'qrS `' 3 drawing are for use on the specified project only and shall not be used `r e O . ■ '+ \�, have precedence over escaled dimensionsContractors ttmust dimensions N all job r n \iv 'SU 204-611 Alexander Street `�• J" EXPIRES:06/30/2049 2 dimensions,ton drawings,detato'an designer renpro any wt h errors,n engineers fc for a sustainable future Vancouver,BC V6A 1 E1 >. J �� 1 12/18/2008 ISSUED FOR BUILDING PERMIT work. T.604.251.3132 F.604.251.6575 no. date issue Drawing Issue REV or SK No. ISSUES/REVISIONS 4'-O" i LAW HEIGHT WALL. —.....N. ' 1 1 1 I 1 I I I CO I I I Co 1 ! 1 9 ROCS UGH11NG ._ e— I I I FIXTURE GI TOP OF _._ 1 1 [... ..1X MIT CEILING HEIGHT r i 1 1 — 4 11'-0"AFF �'" ir , I 1 1 • -�. v =IN 1 i 1 v... 1 5/8" 15/8" — i 1 1 NI , i. 5 7/8" 2'-91116" 5 7/8" i 1 I I I I I I I , 0 I 1 SECTION: ACCESSORYUNIT I I SCALE: 1 1/2" = 1'-0" I 1 1 I I - I_ 1 I I 1 I II I I I I I SEE CONDUIT i SCHEDULE FOR ' 1 1 NUMBER OF CONDUITS : 1 L _= �, INTO LOW VOLTAGE I JUNCTION BOX 1 1 1 . p� 1 1 E 4 1 1, ,.. _ i 1 L TORK DZS400BP C I "Z I 0 —) NMI E - - I cH1 A-7,: 'TO PLANT LIGHTS 1 1 CH2 1 A-2 , TO LIGHTS Si NIGHT UGHT ,,,, LCD MONITOR ©' MOUNTED FROM . ,' I RACK PANEL I / , CM3 ENSURE BACK PANEL. 1 11 IS of suFFrCENT ----\ ..)-/SZ Mo1RTOR =; & ttlliGK Mot�NT D BRACKET STEREO MT I LIGHTS A-1- I I ..—TV LIGHTS 1 A-3- I I -TO LIGHTS i I I :CABLE CHASE RI WALL X 1 A_5— I I —TO UGH TS _______- BEi�NND MONITOR FOR 1 i MONITOR CABLES TO LOOK–UP DESK A-9--- I I —To LIGHTS 1 I CONTACTOR 2 1/4" DLA. HOLE � I FOR CORDS EDGE TO BE 1 / CI' TO MATCH i •—.— 1 e i ii S3 1 WORK LIGHTS A-4 Tp Lams i1 I 2 , ! n I 1 A l, VENT DAR i k t. —ROLL OUT KEYBOARD TRAY I N ; f CONTACTOR CPU . �-' 1 I �� 2'-0 112" I I 1 f, . �;. [ COH DRAWER I t E r I . o, A N I • N N I • I I 1 f E -14 NOT APPROVED WITH THIS PERMIT I ! i , . FINISHED FLOOR �� 1 1 , 4" 1 2'-2 3/4" 0'-0"AFF I I I 1 0 TIMECLOCK/LIGHTING DETAIL 0 SECTION: LOOK-UP DESK SCALE: NTS SCALE: , 1/2. = r-0* SECTION - STEREO & CBH UNIT 4 SCALE: 1 1/2. = V-0" i ELEVATION STEREO SCALE: 1 1/2' = 1'-0" owner consultants architect seal Project north revisions revisions scale date sheet tkle o ® to •® drawn checked i.0 '' ` �Q PQ,� 7 store no sheet no , . 150 California St. 3rd Floor r ,` .- - 641:�`0 „,,, 4,4 G F,p 6�.." r • .�j♦ '' �f j W, 9665 WASHINGTON SQUARE #A :,,, , , San Francisco,St " 41.1-1.4525 i tr 744- P 5 �f"`�' 1 E5.5 . t� �JSOUTH WEST WASHINGTON 415.3' 8.05+6 < ��„ " ELECTRICAL °T 415 X98 766'7 � _:��...��: . __..�;� � � SQUARE ROAD www.glumac.com (� '�► ",f4 1` ._%i. TIGARD,OREGON Ptadx�ai Dept e ' \_ �, c A, 4 V E TAI L This drawing is coPYM9► Property otArltzla LP and may not be reproduced +ab Ito.: 01.08.00973 It% 0 n Zo !i 97223 AA`,t e ` . without wrRten permission.All designs and other information shown on this Contact: J MS ,� 4� `�}' `� drawing are for use on the specified ro ect th and shall not be used s® t• `` 3 g P j Y 1 �� N otherwise without written permission of Aritzia LP.Wntten dimensions shall ` �� / have precedence over scaled dimensions.Contractors must verity all jab r I! 1 2 dimensions,d Is a details and specifications bons and r report an errors, t ` f EXPlRES:06/30I200J Vann 1 Alexander Street engineers n g l n e e rS f for a St a J n a b l e future*t C "` �,, '' omissions or discrepancies to the designer before proceiMg with any �' �s, sP eP any Vancouver, BC V6A 1 E1 IL a , 1 12/19/2008 ISSUED FOR BUILDING PERMIT work. T.604.251.3132 F.604.251.6575 no. date issue Drawing issue REV or SK No. ISSUES/REVISIONS -,...., , , STORE 36" X 18" X 3/4" PLYWOOD BACKING TO BE BOLTED TO HAT TRACK. PLYWOOD BACKING MUST �r . SIT FLUSH WITH DRYWALL SURFACE. SEE CEILING SUSPENSION REFLECTED CEILING PLAN FOR SPEAKER LOCATIONS SYSTEM I OUTLINE OF CPL27 SPEAKER BENEATH CEILING — DEEP DOUBLE GANG 24.5LBS, ELECTRICAL A ... 19-1/2"(W) X 9—3/4" (H) X 12-5/16"(D) BOX FINISHED WITH A �r� - SINGLE SPEAKER SUSPENSION GANG MUD RING -+ ,. BRACKET FIXED THROUGH CEILING INTO PLYWOOD ' o 0 3/4" CONDUIT (TYPICAL) - - - - - - - - - - - - - - - 5 „ MUST RUN PARALLEL TO /$ GWB WALL EITHER Alligill WALL AS to EXISTING 1 SHOWN FOR ENTIRE WIDTH — — — — — — — : — — — — — — — — OR NEW SEE I _ OF EACH SPEAKER CONSTRUCTION PLAN STANDARD 2G ELECTRICAL ;�, .,� � BOX LOCATION. -gin '°' .n 1+.,a ..';,'.:':7°Y 3,..':S-..:•<., v `F .. .' `-0 c ... f .. @. Po.•t' ,'$. - q.T Jrf r y 0 , ,` J PLAN DETAIL 3A SCALE: NTS — 41"W X `�" "H MILLWORK CUTOUT REQUIRED FOR KEYPAD BACKBOX OUTLINE OF KEYPAD COVERPLATE 36"X 24"X 3/4" BACKING TO BE BOLTED TO HAT TRACK. BACKING . — DEEP DOUBLE GANG ELECTRICAL BOX MUST SIT FLUSH WITH DRYWALL SURFACE.SEE REFLECTED FINISHED WITH A SINGLE GANG MUD RING CEILING PLAN FOR SPEAKER LOCATIONS 36"(L) PIECE OF 2X4 TO BE BOLTED TO BACKING HAT TRACK 5/8"GWB CEILING 3/4"CONDUIT(TYPICAL) 3/4" FEEDER BOX CONDUIT FROM BEHIND LOW VOLTAEQUIPGE MENT JUNCTION LOCATED STEREO TO 2G ELECTRICAL BOX FOR KEYPAD ■ 1 36 - ,...... SECTION D .��_-_3_���. � .,.�:. � �j, . � �:�� ..�a ..,.. ..,...1.�, SCALE: NTS 0 SPEAKER INSTALLATION DETAILS REMOTE KEYPAD DETAIL SCALE: NTS SCALE: NTS a �N TYPICAL LOW VOLTAGE CONDUITS, ALL CONDUITS ORIGINATING IN CEILING SHOULD ' ENTER THE TOP SIDE OF THE LOW VOLTAGE JUNCTION BOX BEHIND EQUIPMENT ___._.-_-_,._-_,- _ .____________________.______- -_T__r_.. _.____ _.._,__.------------------ ----.___.-____-° s „W; '"'� RACK AS INDICATED. ELECTRICAL CONTRACTOR TO SUPPLY PULL STRINGS WITHIN EACH . . 1 I ., CONDUIT FOR FUTURE USE BY A/V CONTRACTOR. , I I 1 i j ! i' i '` i `i E j i t F 2-GANG DUPLEX RECEPTACLE. THIS OUTLET SHOULD BE MOUNTED . INSIDE THE CABINET ON THE SIDE GABLE AS SHOWN. EACH OF THE TWO r ' ' ' I: i RECEPTACLES MUST BE POWERED BY IT'S OWN, SEPARATE, DEDICATED . , ` ' 1 5A/1 20V ELECTRICAL CIRCUIT. ELECTRICIAN MUST ENSURE THAT THESE II TWO CIRCUITS ARE ON THE SAME PHASE WITHIN THE MAIN ELECTRICAL � , I _ PANEL. MUST BE LOCATED INSIDE RACK PERIMETER AS SHOWN. ■ I i i; i ! , LOW VOLTAGE JUNCTION BOX Ii d i I Ii I` ! 1 { { i j II ; j LOW VOLTAGE JUNCTION BOX (MIN. 12"W W X 12"H H X 4"D),D) , �►— _u war ao► > ■ ■ ■ SUPPLIED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. THIS ' `' ENCLOSURE WILL BE THE CENTRAL TERMINATION POINT FOR ALL i I ' LOW VOLTAGE A/V WIRING IN THE STORE. ALL CONDUITS ! / i i ENTERING THE ENCLOSURE FROM THE TOP AND BOTTOM SHOULD LOW VOLTAGE JUNCTION BOX. MUST BE ... • I BE FINISHED WITH A BUSHING TO PREVENT DAMAGE TO WIRING LOCATED INSIDE RACK PERIMETER AS SHOWN. _ _ 2—GANG DUPLEX RECEPTACLE DURING INSTALLATION. THIS BOX WILL BE MOUNTED ON THE BACK t WALL, INSIDE THE CABINET, DIRECTLY BEHIND THE EQUIPMENT { 9 , . , I RACK AS INDICATED ON THIS DRAWING (SEE DETAIL 6). THESE ; s Ii , ■ ■ ■ i ! 1 MOUNTING DETAILS ARE VERY IMPORTANT TO ALLOW FOR THE I ! CORRECT WIRING OF THE EQUIPMENT RACK. i CUSTOM SLIDING EQUIPMENT RACK LOCATION �-� I _-_-.______________.______..___.__- _a_.__._______-_____-________.____________-____.___.-.II . i ! , E i CUSTOM SLIDING EQUIPMENT RACK. THE FINISHED MILLWORK , ; 1 W CD DRAWER �! 3 6 » i I 11, \,..__...il i i --— i f' II' OPENING FOR THE EQUIPMENT RACK SHOULD BE 39-7 8 HIGH 1 ' T: jSS_:L=� of of i i ' f I BY 19-3/4" WIDE. THE RACK WILL OCCUPY A DEPTH OF 26" ! ; i ; I I t ' , , - - AND WILL BE INSTALLED ON SITE BY A/V CONTRACTOR. THE ; ! �; ,i j i I i ! i LOWER SHELF USED TO SUPPORT THE EQUIPMENT RACK MUST BE i !i , : ii I 3/4" E i `I CO"DRAWER �E .I CONSTRUCTED OF MINIMUM 3/4 , AND ABLE TO SUPPORT A I i ,t ,1 � I ! i j o ! s 3 I , I WEIGHT OF 300LBS. ; _ , i I 1 , i ' ' RACK MOUNT STEREO UNIT i j li! jt _____________.-_____x. TYPICAL LOW VOLTAGE CONDUITS. ALL CONDUITS ORIGINATING FROM THE — , L.__ _�__.._-___._ ______._-_.________.______..-_.._.__.__,.__; : 1 i! i 4 i f f � i i � i � I � -} FLOOR SHOULD ENTER THE BOTTOM SIDE OF THE LOW VOLTAGE JUNCTION Y ' ; ; f I !!; I i s i E i i + I ! I ! i ; —''' BOX BEHIND EQUIPMENT RACK AS INDICATED. ELECTRICAL CONTRACTOR TO I CD STORAGE DRAWER i; f I I CD STORAGE DRAWER II REFERENCE ONLY i s 1 1 .� I I NOT SUPPLY PULL STRINGS WITHIN EACH CONDUIT FOR FUTURE USE BY A/V CONTRACTOR. t i E 1 ! , 1 .1 ___-._-_-_ ; ' !=' T APPROVED WITH THIS PER.IvIIT I ' s v { I I i 1 l, 1 1 I i � , 0AUDIO RACK SCALE: NTS 1 scale date owner consultants architect seal north revisions revisions sheet txie Project _. .-„ . . .4 , • 0 O ® drawn checked t e ,,- e EM AC �� © PRO��cS� 7 store no. sheet no..0101111P410.. 150 California St. 3rd Fluor `�2- cCi * 4v E W HINGTON SQUARE.. . ,. ...., ,.... ..„,:. fan Fran. scc,01�► 941.1.1-4525 _� :G: � , ' -_- _ ..� �°T.415.398.7b67 F.415. 98.Q59i TR(CAL\ � TIGARD OREGON Production Deft Project ProjedEngaeer `� O� 4 Thls drawing Is copyright property of Arltzla LP and may not be reproduced Job No.: 01.08.00973 till* � '� „ '2� 97223 D E TAILS a + ` + Q� without written permission.All designs and other information shown on this . .,„„..- It Contact: JMS r 4 �S 3 drawing are for use on the specified project only and shall not be used drawing without written permission of project only LP.Written dimensions shall Milli! 4* k� have precedence over scaled dimensions.Contractors must verify all job 204-611 Alexander Street • I ' ` ` 2 dimensions,drawings,details,and spedfications and report any errors, engineers for a sustainable futures FXPIRED/30// � omissions or discrepancies to the designer before procedhng with any Vancouver,BC V6A 1E1 '" WO` L 1 12/19/2008 ISSUED FOR BUILDING PERMIT T. F.604.251.6575 no, date issue Drawing Issue REV or o. ISSUES/REVISIONS , 6'-6" 11 1'-9" TA 3/4" if 1'-01/4" 1 1'-01/4" . ♦ s O T , C 1 .) y T—J E _ ,ALL j" CV 'FRIDGE 0 PLAN - BACKROOM STAFF UNIT SCALE: 1" = 1'-0" rs CONDUIT FOR SPEAKER CONNECTIONS.NO POWER li CONNECTIONS REQUIRED SUBWOOFER ENCLOSURE TYPICAL STUD CONSTRUCTION • � rij r •-/ i , 1 CEILING HEIGHT CEILING HEIGHT ', = , I 1 r ,; �' II ,' I / ,.' % DRYWALL TO THIS LINE.CENTRE .� � " +'`,,• ''7//,',.'-rte/'; // ' j; 11'-0"A.F.F -p 11 A.F.F SUPPLIED MUDS f' ,' 'f r"i� ; I i // ,,/,1.' ``, f III ''''// `/''' '''///,'r ' I I SECTION 16 W X 13"H IS N T RING � � I � � ) � .�- r f err /r r ���',`� I+ ,,,,,,;,,,,;;;),,/,,,,,,,,,,,,,,,,,,,,• ,,,f f , s I II' /2',/////'/,, //, ',///,, I COVERED BY DRYWALL. 1, ' j T11 I� 1 I „_ ••„�;. �I ,,,Kr._ T I r 'dI I II II ti '//• s/, i' l I 1 l ' , - '' I II 1 if 'f'f .+' 14' / f I ENCLOSURE RESTS ,r ON FLOOR X f , , - , . . / ,. a. 0 a ce 0 co o- y 111-0” `n = CO mlilit■ ),, .6. U,■lip. ll' it., ifiCROVIAVE M r /--L 4r AFT OC [' '' • -- - ,- .., ,,,,,,, , r N.- Y ri O 'FINISH LNLc B-4, /5 FRIDGE 'IN FREIGE Q-- Q O M wu I12" AFT OC FINISHED FLOO FINISHED FLOG O'-0"A.F.F. �� O'-0"A.F.F. Nr II REFERENCE ONLY 1'-9" II 1'-0 1/4" 1'-0 1/4" NOT APPROVED WITH THIS PERMIT' INSIDE ±2'-4 3/4" LOCKER LOCKER 6'-6" 0 ELEVATION - BACKROOM STAFF UNIT SECTION - THROUGH FRIDGE SUBWOOFER MOUNTING DETAIL SCALE: 1" = 1'-0" SCALE 1* = 1'-0" SCALE: NTS scale date owner consultants architect seal Prof north revisions revisions sheet ® ® • • drawn checked e o T M � � �� pO� E., c; store no. sheet no. �.h N On 150 California S 3dFi r" s ,rte San Francisc©,GA 941.1.1-4S2S p., �, �"' 41 74 9P p� WASHINGTON SQUARE 5 w \� WASHINGTON 5.7 T.415.396.76167 F.495.39S.U52956 �' , ' li� --.. 9�!"SOUTH WEST WASHING - *Aillt � � _ ELECTRICAL I ,.... � �.,.,., ,� r •' TIGAR R OREGON. Fs � ; ! � _ ; :¢N __ SQUA E ROAD �' ,> ,n, a .-- 1� Niles Job No.: 01.08.00973 ' lire4 '' \ ��j� Q�� 97223 4 Thls drawing Is copYn9 Prel �tY ofAritzia LP and may nd be reEuoduaed 14* A e !i DETAILS ."` ' ` without wrfiten rmission.All deli ns and other information shown on the Contact: JMS '� g e x1)--SON N t. 1` . 3 other i are for use on the specified protect only and shah not be used 0,..._ `, tI► otherwise without written permission of Aritzia LP.Written dimensions shall.� `\ - 2 have precedence over scaled dimensions.Contractors must verify all job 204-611 Alexander Street ' �' EXPIRES:Ofi/30/2009 dimensons,drawings,details,and spedflcatlons and report any errors, engineers a sustainable �'rr .41110. omissions or discrepancies to the designer before pros eding with any Vancouver, BC V6A 1E1 � ' 1 12/18/2008 ISSUED FOR BUILDING PERMIT `MOB` T.604.251.3132 F.604.251.6575 no. date issue Drawing Issue REV or SK No. ISSUES/REVISIONS s ■11111111111111ie- 7 3/8" , 10" , 5'-91/4" 1. 10" L 7 3/8" ,, ND f t- LOCATION OF COUIT FOR POWER de DATA \ 4- GROMMET DI 11MAL1. M FOR CABLES b e gif MONITOR CORD M . i ' TO MATCH S1'-1 \ \ . I , 2' FLUORESCENT STRIP 5 3/4" 1,,,/' ;; CFI 240 20 C04 T 11 , I wALi MOUNTED I MONITOR i; 3' FLUORESCENT STRIP '' j CFI FLUORESCENT i I SB136 120 04 ': ii ,` { ! it t ,' 1,i'' l it ! i. I i I LCD SCREEN BEHIND MIRROR GLASS !k,. s s f 3" 11-111/2" 3" COORDINATE POWER AND DATA CONNECTIONS / I q oQ a LOCATIONS IN FIELD en I � t BACK LIT 0 PLAN -. LOOK-UP DESK MIRROR M M € 4' FLUORESCENT STRIP ! SCALE. 1 1 CFI FLUORESCENT I SB148 120 04 ,---- I E `-r-' ! -- '` i -- , 2' FLUORESCENT STRIP ,, f , CFI FLUORESCENT _ S8124 120 04 ' ! i o r i ■, s . 2'-1" �E , CEILING HEIGHT CEILING HEIGHT 41 . \, _ 11'-0"AFF I ,', 11'-0"AFF 'I I} ;I I ` 'i , 'I. '! fi H (• I; ` i II 'i { 11 i1 t .1 is . le f ' 1 = it h. ± ,' t' ! it I S i itf {i y��,I ' 7'-51/4" t1 If it 1, 11 /;; ? '1 {S S� 1: t II; 1, I : 1 t; Ei is ;,,i; i i I; i; ii I; 't1 :1 I! ,t ;t , ! ii ` �; !1 .I F; Y; E I ii !' i! i! ' I' i `, 11 1' I if 3i ,� i' ;' ,, s 1' ., ii I; I w f pl ,, it i I ;I ; 1 ii 1E1 fr;l ; ii i,'• ! II ,i SI Ii 13 +I !! /- ii " I i E .1 1 is Ii 31 s ti °I f I 3 ELEVATION - MIRROR #1 ,, ,,,, „ „e I, i' ;! tt !; f' °_ '` •i ' 4SCa*J..E: 1* = 1* OM !1 ;I 0 ;: i j: i' , ii i i3 , h t, } ! i 0 H it r` 1 ;1 , jl ? ; it " It t[) . ti ii 1 i' i, fi i I! •t ; 3 1j fi 1; _, i, 11 I I, fp1 -'�' i' i 11 fi i' ? 11 i! i �0 if i h f I!!I ,i c 11 d 11 If ; N ii{ ,}} i1 l !I Ii it ti �i �i °I it 1i ?f ;: 1 i! II 1, 3f Si f1 j 16 I ! Ii 11 :i h , tl j '[ ! ,1 i :1 h S i;\ I; i 1 1 ' i i i; , !` !' ii 1' i �.1i' ii II ii i! 'i IS tl j 1; H if ij II 1 H ;1 i` 6 ' .I it ! ,i i H `• f H! „ �'! it i, 11 ! 1 1' ii II li E� 'I �� 1 I t, it it :, ., :, 1' ,, ii 1; (' '• I1 11 ,; ! i , i, I ;i i' h Ij I 1; ,' 11 1, , .. i' ii ii li ii it .` t it H 1 i, 11 '; f 3 1! }j 11 !! 1 11 ;; '; 'I I ?i is Ii ' • !: E� !i I i' i6 1' I' ,I i 9 I LCD MONITOR ,, MXONTED it 'I •, ' BACK PANEL. i� i, ,, ° 1e 11 1 ;1 ti 11 if 0 ! LCD MONITOR 1 i I MOUNTED FROM ' " i: •I I I! ; _; ., BACK PANEL. — i . -o ,,,,.,.."...... i t i t t 1 i EN BACK ORONEI N MALL' ii !' , IS OF SUS �, ODI D MOMIOR i ' I 0 1 FOR MONITOR CABLES ; '1 ;' 'i '' l' ' STRENG114 TO HOLD LCD "' CABLE CEASE N1 WALL — i 1 !1 MONITOR AND BRACKET - f DOWN TO DE 11 1 j a I i 11 ;j 1 1 1 11 ii 1 1 1' 11 i'' 1I N li i; i1 !' 11 NI ii ,1 i i 1; _ \ i iI h h \ I' 11; ;I it !j I KEYBOARD TRAY , FURNISH CONDUIT, ., 1 4 BACK BOX AND PULL 4 REFERENCE OLY t ji iE ii 1- 1 I 'I 11 i' !1 `; ' iC®l __ :: STRING. WIRING AND WOT APPROVED WITH THIS PERMIT ' @( ! ii i! f; �; I (I 1 i 1 !' fi 19 � i I i „ II ; i 1 i} I; lj 1 I; 122.1 ,; , ,, , 1 ' , ,1 11 i f 1, 0 1, ' i �Y 1 CM i1 111, ,, ; I '� ;1 si ; f OTHERS. ; if t ° iI ,i I 9i l ti 1 — r.• 11 11 I` ;i ii f ii ;s i ii ' CO M N !1 11 11 II 3i 1! 1 I ii `■ i 1 ch II N ',•i fl '' if i ii i }{ H t1 i, i1 t 110 ii I t `i :i ii + 11 S 1 ! ,I i, `1 'l ' `.) �1 �1 jig 'i 3 cJ i i 1 1 I 1► f i j `I ''' ' °i I i, `I ii '` I +1 I :r + li i E' t; li i I ii ( ri 1, 1 ! i ii !I 11 II !i i[i I II 1,1 {`I it ;; ;_. 1 I, ' II F t f f i i' ; II I !; ii il 11 it � ' 11 I' li 'i 3i \ FINISHED FLOOR FINISHED FLOOR 0'-0"AFF$ N 0'-0"AFF 3" 11-111/2" 3" i'- ' , EQ EQ ±4'-2 1/2"TO BE SITE CHECKED 3/4" 11-111/2" 1 1/2" 0 ELEVATION - LOOK-UP DESK SCALE ,M = ,._o" SECTION - LOOK-UP DESK SCALE: 1" = 1'—O" — scale date owner consultants architect seal project north revisions revisions sheet title 0 o drawn checked l DWM IP LU M AC • 0 ...4•4461701A„ '`�'��� Rfl1Cs� 7 store no. sheet no. ie,,, „ , P =r` 150 California St., 3rd Floor :G: C,- 6 fkill G , gWANGOQUARE... .' San Francisco,CA 941.1.1-4525 � 7'439P �'r 5 wY . ''� '� SO UTH WEST HINGTON #421 E 5■8 T.425.39$,7fi6� F.415.35�8.059i 98� R ELECTRICAL �, ,..� TIGAR OREGON �i� SQUA E ROAD,... w�rw.glumac ct�ltxz , R � �......;..., Job No.: 01.08.00973 %thet * Pf O�Manager Pro En�°A� 1 � �O� '� 97 23 4 This drawing Is copyright property of Arltzia LP and may not be reproduced A r,,2_ �. 2 DETAILS r without written permission.All designs and other information shown on this Contact: JMS *i .1 P `� . �s 3 drevmng are for use on the speufied prated only and shall not be used 4%*t .,N ,� ,\ o N 1' otherwise without written permission of Aritzia LP_Written dimensions shall r A. 2 dimensons d over Its and spedflcatlons a d r mort anri errorsob 204-611 Alexander Street �,y► EXPIRES: 06/30/2009 I at Y engineers for r 8 sustainable �+�/""` omissions or discrepandes to the designer before proceding with any Vancouver,BC V6A 1E1 1 12/19/2008 ISSUED FORBUILDING PERMIT 'Y°rk' T.604.251.3132 F.604.251.6575 no. date Issue Drawing issue REV or SK No. ISSUES/REVISIONS