Loading...
Plans (4) BUP2014 00296 NOTE : ( 1 ) PERMIT (2) SET OF PLA NS CURRENT SF BREAKDOWN LEVEL 1 (WITHIN TOTAL AREA NEW STORE STORE AREA) o A GENERAL NOTES: cE v WALL AND CEILING FINISHES TO MEET CLASS B REQUIREMENTS (FLAME SPREAD 26-75; SMOKE-DEVELOPED SALES AREA: 2,650 2,650 0-450) FOR EXIT ENCLOSURES AND EXIT PASSAGEWAYS, AND CLASS C (FLAME SPREAD 76-200; (INCLUDES SALES AREA, CASHWRAP, DISPLAY, ADJ CLOSETS SMOKE-DEVELOPED 0-450) FOR CORRIDORS, ROOMS, AND ENCLOSED SPACES DEC 15 2014 G AT H LETA AS WELL AS STAIRS AND ENTRY VESTIBULES) FITTING ROOM AREA: 779 779 INTERIOR FLOOR FINISHES SHALL BE CLASS I OR II PER NFPA 253 EXCEPT FOR FINISHES AND COVERINGS OFA C�T����,�GAH� TRADITIONAL TYPE, SUCH AS WOOD, VINYL, LINOLEUM OR TERRAZO, AND RESILIENT FLOOR COVERING MATERIALS (INCLUDES FITTING ROOM AREAS, ASSOCIATED CORRIDOR, THAT ARE NOT COMPRISED OF FIBERS. 9585 S WASHINGTON SQUARE R SPACE H - 10 UILDING DIVISION ALCOVES, AND ADJOINING CLOSETS) ATTACHED STOCK/PROCESSING AREA: 875 875 WOOD PLANK FLOORING GAP INC. (INCLUDES STOCK AND/OR STAGING AREAS, MANAGERS MUSKOKA HARDWOOD FLOORING.; ASTM E-85 TWENTY-FIVE FOOT TUNNEL FURNACE TEST METHOD: FLAME PORTLAND , 0REG0 �1 9722 CORPORATE ARCHITECTURE OFFICE, EMPLOYEE AREA, TOILET ROOMS, SPREAD INDEX: 100; SMOKE DEVELOPED INDEX: 100; CLASS C (CLASS III) 1 HARRISON STREET CONVEYOR/DUMBWAITER, EXIT CORRIDORS AND ADJACENT GYPSUM BOARD SAN FRANCISCO, CA 94105 SHEET REVISIONS MEP/CASH/LP/TRAINING ROOMS) LANDLORD: BUILDING DEPARTMENT: NO SHEET TITLE x x x x x x STORE NO.: /) /I REMOTE STOCK/PROCESSING AREA: 0 0 USG GYP. BD. WITH METAL STUDS AS SPECIFIED; ASTM E-84 UNDER THE MILL-BURTON ACT. FLAME SPREAD MACERICH CITY OF TIGARD `t' `-r' (STOCK AREAS IN OTHER AREAS OF CENTER, SEPARATE RATE OF 15, FUEL CONTRIBUTION OF 15, AND SMOKE DENSITY OF 0 401 WILSHIRE BLVD, SUITE 700 13125 SW HALL BLVD. ARCHITECTURAL: FROM THE STORE) PAINT FINISH SANTA MONICA, CA 90401 TIGARD, OR 97223 GO-0 PROJECT INFORMATION STORE NAME: CONTACT:ERIC FONG CONTACT:MARK VAN DOMELEN OTHER IMPROVED: 0 0 INTERIOR PAINT - ASTM E-84 UNDER THE MILL-BURTON ACT. FLAME SPREAD RATING OF 15, FUEL TEL:310-394-6000 TEL:503-718-2448 GO-1 ACCESSIBILITY COMPLIANCE WASHINGTON SQUARE CONTRIBUTION OF 15, AND SMOKE DENSITY OF 0 EMAIL:eric.fong@macerich.com EMAIL:morkv@tigard-or.gov GO-2 RESPONSIBILITY MATRIX / FINISH LEGEND (INCLUDES EXCESSIVE EXIT CORRIDORS, EXCESSIVE MEP/ PHONE RMS) PLASTIC LAMINATE TENANT: MECHANICAL & PLUMBING ENGINEER: FIRE DEPARTMENT: GO-2.1 RESPONSIBILITY MATRIX, ROOM FINISH SCHEDULE & ABB. STORE LOCATION: ASTM E-84 WITH A FLAME SPREAD RATING OF 100 AND SMOKE RATING OF 35. GAP INC. WCW ENGINEERS TUALATIN VALLEY FIRE & RESCUE GO-22 WALL TYPE DETAILS & DESCRIPTIONS WASHINGTON SQUARE TOTAL IMPROVED AREA: 4,304 4,304 1 HARRISON ST 760 CREEL DRIVE 11945 SW 70TH AVE. GO-2.3 TYPICAL WALL SECTION DETAILS SQ MEDIUM DENSITY FIBERBOARD MDF 9585 SW WASHINGTON SQUARE RD PORTLAND CONSTRUCTION PROJECT MANAGER CONTACT: SUNG KWON TEL:503-649-8577 9 OREGON 97223 N SAN FRANCISCO, CA 94105 WOOD DALE, IL 60191 TIGARD, OR 97223 AO-1 DOOR / HARDWARE SCHEDULE & LEGEND TOTAL LEASEABLE SQUARE FOOTAGE: 4,304 4,304 SIERRA PINE; FORMALDEHYDE-FREE WOOD-BASED PANEL PRODUCT (SHELVING). CONFORMS TO ASTM D CONTACT: GREG MORRISON TEL: 630-595-8800 AO-1.1 HEAD, JAMB & THRESHOLD DETAILS SPACE H-10 SQUARE OCCUPANT LOAD NUMBER OF REQ'D EGRESS 2037-87-25 WHEN TESTED IN ACCORDANCE WITH UL TEST 723 OR ASTM E-84. TEL:415-427-2787 EMAIL:sun kwon@wcwen Ineers.com # OCCUPANT LOADS FOOTAGE FACTOR OCCUPANTS WIDTH EMAIL:greg_morrisonC�gap.com g 9 Al-0 DEMOLITION PLANS WHEATBOARD SHELVING At-1 DEMOLITION ELEVATION & BARRICADE DETAILS (0.2) TOTAL EXITS REQUIRED: 2 WHEATBOARD - PRESSBOARD PRODUCT, UREA FORMALDEHYDE FREE FLAMESPREAD INDEX 95 ARCHITECT: ELECTRICAL ENGINEER: A2-0 FLOOR PLAN CHIPMAN DESIGN ARCHITECTURE DICKERSON ENGINEERING PROJ. I.D.: 0000052034 RETAIL - GROUND 3,116 SF 30 104 20.8" VINYL BASE 2700 S. RIVER ROAD 8101 N. MILWAUKEE AVE. A3-0 REFLECTED CEILING PLAN ASTM F1861-98, TYPE TS, GROUP 1, STYLES A & B - FEDERAL SPEC. SS-W-40A TYPE 1, STYLES A & B DES PLAINES, IL 60018 NILES, IL 60714 A4-O STOREFRONT ELEVATION AND ENLARGED STOREFRONT PLANS RETAIL - MEZZ 0 SF 30 0 0 TOTAL EXITS PROVIDED: 2 ASTM E84 >CLASS B RATING WITH SMOKE DENSITY OF 150-200 CONTACT: NICK RIEDEL CONTACT: PHIL RIEWERTS A4-1 ENLARGED STOREFRONT SECTIONS & DETAILS PROTOTYPE DATE: 07/23/14 + 3 TEL: 847-298-6900 TEL: 847-966-0290 PROTOTYPE VERSION 4.0 STOCK/STORAGE 750 SF 300 3 .6" EGRESS WIDTH PROVIDED: FIBERGLASS REINFORCED PLASTIC EMAIL:nriedel@chipman-design.com EMAIL: phil.riewerts@dei-pe.com A4-2 ENLARGED STOREFRONT PLANS & DETAILS (72 + 36') MARLITE - ASTM E-34 CLASS IIIC FLAME SPREAD <200 SMOKE GENERATION <450; A4-3 ENLARGED RECESSED ENTRY PLAN & DETAILS OFFICE 0 SF 100 0 0 A5-0 BUILDING SECTIONS TOTAL NUMBER OF OCCUPANTS 107 21.4" FITTING ROOM CURTAIN A5-1 INTERIOR ELEVATIONS REQUIRED CURTAINS PASS THE TEXTILE STANDARD CS191-53 PROJECT TEAM 5 BEADBOARD A6-0 PARTITION & MISC. DETAILS SQUARE FOOTAGE / OCCUPANT LOADS 10 A6-, CEILING & MISC. DETAILS PVC: ASTM E 84 FLAME SPREAD: LESS THAN 25. A6-2 ENLARGED FITTING ROOM PLAN & DETAILS CONCRETE SEALER ATH LETA A6-2.1 PROCESSING AREA DETAILS, ELEVATIONS AND FITTING ROOM WALL DETAILS • ENLARGED PLAN REF 0 VOC CONTENTS SPACE A6-2.1A GRAPHIC WALL ELEVATIONS & DETAILS ' Ax REVISION SYMBOL — A6-2.2 ENLARGED DIVIDER WALL PLAN, DETAILS & ELEVATIONS SHEET NUMBER EXTERIOR TREATED WOOD COMPOSITE PANEL EXTIRA A6-2.3 ENLARGED FIXTURE LAYOUT ASTM D1037-99; STANDARD FIRE TEST FLAME SPREAD 120, SMOKE DEVELOPED 95; CLASS C OR III FIRE RATING A6-2.4 FIXTURE ANCHORAGE DETAILS PARTITION ` A6-3 TOILET ROOM PLANS & DETAILS L_I REFERENCE Q E SEE G02-2 MATERIAL FLAME SPREAD RATINGS (� �� A6-4 ENLARGED BOH AREA PLAN & ELEVATIONS SECTION/ELEV. REF � Id,� I1t1 SFT al � A6-4.1 BOH AREA ELEVATION & DETAILS SHEET NUMBER CODE INFORMATION 4. A6-4.2 BOH AREA ELEVATION & DETAILS DOOR REFERENCE T {' �;t, p1_ A6-5 BOH AREA DETAILS 2014 - OREGON STRUCTURAL SPECIALTY CODE `' ` " -_ Hedta ���+ Ts ;� �{ a A7-0 CASH WRAP & MISC. DETAILS 0 2014 - OREGON MECHANICAL SPECIALTY CODE " '' A7-1 MISC. DETAILS DETAIL REFERENCr 0 2011 - OREGON PLUMBING SPECIALTY CODE ' S SHEET NUMBER _ KEYNOTE ECHANICAL PLUMBING 2011 - OREGON ELECTRICAL SPECIALTY CODE �� � :� M / REFERENCE MD1-O MECHANICAL DEMOLITION FLOOR PLAN R ® 2003 - ICC/ANSI A117.1vare Rd ashLngtort M1-O MECHANICAL FLOOR PLAN ® Sq 2014 - OREGON FIRE CODE - M4-0 MECHANICAL SCHEDULES — CONSULTANT (NFO: f7i' NOT IN SCOPE OF WORK _ COLUMN LINE ® ~ - 2014 - OREGON ENERGY EFFICIENCY SPECIALTY CODE M4-1 MECHANICAL LOAD CALCULATIONS M5-0 MECHANICAL DETAILS ZtBUILDING DESCRIPTION SCOPE OF WORK - � Pt-O PLUMBING PLANS, SCHEDULES & RISERS YES NO �'�' f�EFERENCE1`- DIMENSION STOREFRONT RENOVATION e,ry,..rA;. P5-0 PLUMBING DETAILS FINISH/ITEM NUMBER OF FLOORS IN BUILDING - 1 ® ❑ Ft-0 FIRE SPRINKLER PLAN INTERIOR BUILD OUT ® ❑ °` L �� FLOORS OF PROPOSED RENOVATION - 1 ENERGY CALCULATION ATTACHED ® ❑ "<" a�. ELECTRICAL THE INTENT OF THE SCOPE CONTAINED WITHIN THESE DOCUMENTS RELATES TO THE INTERIOR REMODELING /BUILD-OUT TOILET FACILITIES PROVIDED/EXISTING ® ❑ ' x -t Et-0 POWER PLAN EXISTING USE / OCCUPANCY - MERCHANTILE N un;:rrakeCityPerb. �� OF A MERCANTILE/ INTERIOR SPACE CONTAINED WITHIN AN EXISTING SHELL BUILDING. THE ARCHITECT HAS NOT FIRE SYSTEM MODIFICATIONS `" - Et-OA POWER PLAN - HVAC INSPECTED THE CONDITIONS OR THE INTEGRITY OF THE EXISTING SHELL BUILDING AND SHALL NOT ASSUMEREMODEL - YES STROBES ® ❑ (=1D --- - RESPONSIBILITY OR LIABILITY FOP SAME. THE RESPONSIBILITY AND LIABILITY FOR THE EXISTING SHELL BUILDING ALARMS U,Tk_e,,,N<sr„T£P,arkEc � E1-1 LIGHTING PLAN PROFESSIONAL STAMP: ® ❑ CONDITIONS AND INTEGRITY, ANO FOR THE CONFORMANCE OF THE EXISTING BUILDING SHELL TO ALL APPLICABLE LOCAL ' E5-0 EAS DETAILS CONSTRUCTION TYPE: II-N, FULLY SPRINKLERED CODES AND ENVIRONMENTAL REQUIREMENTS, IS SOLELY THAT OF OTHERS, AND NOT THAT OF THE ARCHITECT. THESPRINKLERS ® ❑ iowxidardCity f ink gin' E6-0 CASHWRAP DETAILS INUNE 3T - � ARCHITECT'S SCOPE OF WORK I§ STRICTLY LIMITED SOLELY TO THE INTERIOR BUILD-OUT OF AN EXISTING INTERIOR AUTOMATIC SPRINKLER SYSTEM ® YES F-] NO "°°' `= E9-0 POWER RISER AND SCHEDULES - � � SPACE LOCATED WITHIN AN EX15TING SHELL BUILDING. E9-1 PANEL SCHEDULES EVNI.M.I.D FOIL OX �f�A 9 C 0 D E REFERENCE N 0 TE S 7 VICINITY MAP 4 E9-3 LIGHTING CONTROL DETAILS a C� JOHN A.CHIPMAN riftDRAWING S YM 130 L S & NOTES E9-4 LIGHTING FIXTURE DETAILS No.3653 n A TH L E TA E9-5 ELECTRICAL DETAILS Pcrmi# ( - DES PLAINES,IL Aadmw 5 SPACE# H-10 Suite FIRST _ f� �e FLOOR- - r.wwrrr a1 c; / • a �wr : a N E.R. TRAVE DISTANCE = 68 ARCHITECT INFO: OFFICE COP EXIT I "'oafi°Ipa Ben4itSiotiN,~° « o 0 i3ar�t I VIt� r x TO I R°Ilin Rock I � 10'X-Win T°ble woT 10'X-Wn Table CORRIDOR. w J� _� '� _� a ° m:. Chi manbeSig�^9�n _ , $ a yrs Dick' S 4Eti G46 is Architecture $hi rve� roan. Inc.. �N Architecture Inc. t 4,f C I ,0a`S — t 72 _ 9 Plain Ws, Illin 7A 60016 I x N o li u 647 196 6900 r 647 196 696 ' n o� 0 v �� r Pt'Mrs.PieWs Cookies EXIT TRAVEL DISTANCE = 106'-2” v I TOl,;Jamba Jtjic* Build-A-Bearftik oda m MALL I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED Cep 5{prq, y) IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE r w��nrR4to �L,�{eE y FOR SPECIFICATIONS SEE PROJECT MANUAL & INSTALLATION GUIDE VERSION 4.0 BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, 6 EW TRAVEL DISTANCE = 38' I � � RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR �� M°y fiulll°il llf 9 RELATING TO STRUCTURES AND BUILDINGS. �' + X-W� T°ble > � U grar� c WORK TO BE SUBMITTED UNDER SEPARATE PERMIT: T�It� �,. . --"-" - ♦ , r'' EXTERIOR SIGNAGE ISSUE TYPE: T T �. __. _ LN7, 77 SET 12/12/14 Lug A , FIRE SPRINKLER100% CD CHECK --- -_ ---- _ ,.r•�t�h tw,�Qu��sure"- ` Washington �' ��� � � FIRE ALARM PERMIT -&-BtD LL APPROVAL shoe Mal �} � � "� DRAWN BY: NR/BE see'sCehoris;Edt 2 A&E JOB NO.: 14-7269 Chocolate sn4,�s �� t 5 DRAWING INDEX SYMBOL DESCRIPTION I s a" ~� SHEET TITLE: -----� PATH OF TRAVEL - MINIMUM 32" WIDE, MAX. 44" WIDE PROJECT INFORMATION ADD./REV. # DESCRIPTION OF CHANGES TeT EXIT SIGNS t; ` 0 -- -- T H L E T # EGRESS WIDTH IN INCHES �� �i XXXX (LE. PERMIT COMMENTS, DESIGN UPDATES, ETC.) ❑E TACTILE "EXIT" SIGN MOUNTED 60" A.F.F., ADJACENT TO STRIKE SIDE OF DOOR N � K� . F XXXX u s XXXX E.R. TACTILE "EXIT" SIGN MOUNTED 60" A.F.F., ADJACENT TO STRIKE SIDE OF REAR DOOR J9 5 �. SHEET NUMBER: T XXXX q FE FIRE EXTINGUISHER XXXX SCALE: GO - 0 EGRESS PLAN / EGRESS SYMBOLS 3/32" = 1'-0" 6 KEY PLAN 3 ADDENDUM /REVISION DESCRIPTION 1 O WALKS AND SIDEWALKS ® STAIRS NEW STORE A. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE NOT INTERRUPTED BY STEPS OR A. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. HANDRAILS MUST BE 1 1/4 INCHES TO 2 INCHES BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/4 INCH, AND SHALL BE A MINIMUM OF 4 FEET IN WIDTH. IN CROSS SECTIONAL DIMENSION AND 1 1/2 INCHES CLEAR FROM THE WALL. EDGES SHALL HAVE A KNEE AND TOE CLEARANCE 32" 18" MINIMUM RADIUS OF 1/8 INCH. HANDRAILS SHALL NOT ROTATE IN THEIR FITTINGS. 36" BAR GATHLETA B. SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BE AT LEAST AS SLIP RESISTANT 18"-19" _ _ _ _ _ MIN. AS THAT DESCRIBED AS A MEDIUM SALTED FINISH. B. EXTERIOR STAIRS: CAST IRON (NON-SKID) STAIR NOSINGS MIN. 2" WIDE CONTRASTING COLOR STRIPE AT >_j C. SURFACES WITH A SLOPE OF 6 PERCENT GRADIENT OR GREATER SHALL BE SLIP-RESISTANT. UPPER APPROACH AND AT EVERY TREAD. I _ U U D. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 INCH PER FOOT. C. INTERIOR STAIRS: MINIMUM 2 INCH WIDE CONTRASTING COLOR STRIPE AT UPPER APPROACH AND LOWER TREAD OF EACH FLIGHT OF STAIRS TO BE LOCATED 1 INCH FROM NOSING. STRIPE TO BE AS n._. GAP INC. E. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATING WHENEVER POSSIBLE. FOR SLIP-RESISTANT AS STAIR TREADS. �/ �^ - CORPORATE ARCHITECTURE GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL BE � Z � _(6d" MIN. DI 1 HARRISON STREET PERPENDICULAR TO THE PROMINENT DIRECTION OF TRAVEL, AND A MAXIMUM OF 1/2" IN SIZE. - 'FACE OF SAN FRANCISCO CA 94105 T�, oDOOR / 3" MAX. '60° R-1/2" 60' R=1/2" NS 34" MIN. STORE NO.: 4642 F. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL MAX. MAX. 48" 60" CLEAR IT SHALL COMPLY WITH THE PROVISIONS FOR PEDESTRIAN RAMPS. � ' 30" X 48" MIN. MIN. STORE NAME: G. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 INCH. WHEN 0., ° 6" 8"A MIN MIN. CLEAR CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 EXCEPT 1 1/2 CLEAR CLEAR FLOOR SPACE TOILET ROOM PLAN WASHINGTON SQUARE THAT LEVEL CHANGES NOT EXCEEDING 1/4 INCH MAY BE VERTICAL. WHEN CHANGES IN LEVEL GREATER %, A�.2 o MAXX.STAIRS 17" MIN 5'SHOWN DASHED 18" HOLD MULTIPLE ACCOMMODATION-0" THAN 1/2 INCH ARE NECESSARY COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. DEPTH 36'$ARMIN. STORE LOCATION: PROVIDE SECOND SET OF HANDRAILS 42'$ARMIN. 18" MIN. 18" H. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60 INCHES BY 60 INCHES AT A DOOR AT 24 Y 61 WHEN CHILDREN ARE WASHINGTON SQUARE OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48 INCHES WIDE BY 44 INCHES DEEP 12., PRIMAR U ERS. O7 ELECTRICAL 9585 SW WASHINGTON SQUARE RD THAT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SUCH WALKS SHALL EXTEND 24 INCHES TW = TREAD WIDTH (11 MIN.) N N PORTLAND, OREGON 97223 TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK. NOTE: MINIMUM STAIR WIDTH = 36" A ELECTRICAL RECEPTACLES (15, 20 AND 30 AMPS) SHALL BE AT LEAST 15 28 'U-32" MIN. TW INCHES ABOVE THE FLOOR. / MINS � SPACE # H-10 I. ABRUPT CHANGES IN LEVEL EXCEEDING 4 INCHES VERTICAL TO BE IDENTIFIED BY CURBS 6 INCHES MIN. NOTE: ALL STAIRS TO IN HEIGHT OR GUARD RAILS TO WARN BLIND PERSONS OF A POTENTIAL DROP OFF. NO CURB REQUIRED MAX' HAVE CLOSED RISERS. B• SWITCHES AND CONTROLS FOR LIGHTS, APPLIANCES, COOLING, HEATING AND � 60" MIN. MAX. 60" MIN. DIA. I 4" MAX. IF GUARD IS PROVIDED. VENTILATING EQUIPMENT SHALL BE NOT LESS THAN 3 FEET NOR MORE THAN 411 1 1/2" TW 12" FEET ABOVE THE FLOOR. co 12"�/ PROJ. I.D.: 0000052034 J. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED MAX. �' BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, C. FIRE ALARM INITIATING DEVICES SHALL BE 48 INCHES MAX ABOVE THE FLOOR THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING HANDRAILS GROUND OR SIDEWALK. 18" RIVACY LOCK PROTOTYPE DATE: 07/23/14 WHICH IS 36 INCHES WIDE. SEE DETECTABLE WARNING TEXTURE DETAIL. oz ON DOOR PROTOTYPE VERSION 4.0 (�2 TACTILE SIGNAGE 32" MIN. CLR. TOILET STALL MULTIPLE ACCOMMODATION A. SIGNS IDENTIFYING PERMANENT ROOMS OR SPACES OR PROVIDING INFORMATION OR DIRECTIONS, TO ® DRINKING FOUNTAINS m VERTICAL GRAB BAR INCLUDE RAISED CHARACTERS, CONTRACTED GRADE II BRAILLE AND PICTORIAL SYMBOLS. DOORS 1-1/2" A. PROVIDE HI-LOW DRINKING FOUNTAIN, 17 INCHES TO 19 INCHES IN DEPTH WITH CLEAR KNEE SPACE PRIVACY TOILEIm A. LATCHES AND LOCKSETS: PROVIDE LEVER TYPE, PUSH- PULL OR PANIC TYPE BETWEEN BOTTOM OF APRON AND FLOOR NOT LESS THAN 27 INCHES HIGH, 30 INCHES WIDE AND 14" � CLR. 7"-9" 42" GRAB BAR B. WHEN SIGNS IDENTIFY, OR GIVE INFORMATION ABOUT ACCESSIBLE ELEMENTS AND FEATURE OF A HARDWARE 34 INCHES TO 48 INCHES ABOVE FLOOR. PROJECTING 8 INCHES UNDER FRONT EDGE OF FOUNTAIN. `� BUILDING OR SITE, THEY SHALL INCLUDE THE APPROPRIATE SYMBOL OF ACCESSIBILITY OR PICTOGRAM, Q L� z_ , ROLL PAPER HOLDER WITH THE EQUIVALENT VISUAL AND TACTILE DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE B. ADJUSTABLE CLOSURE PROVIDED WITH MAXIMUM PRESSURE FOR OPENING B. SPOUT OUTLET FOR LOWER FOUNTAIN TO BE 36 INCHES MAXIMUM ABOVE FLOOR. SPOUT OUTLET � r`' WITHOUT STOPS OUTSIDE BORDER OF THE PICTOGRAM SHALL BE MINIMUM 6 IN HEIGHT. DOORS AS FOLLOWS: 17" 12" INTERIOR DOORS - 5 POUNDS PRESSURE FOR UPPER FOUNTAIN TO BE BETWEEN 38 INCHES AND 43 INCHES ABOVE FLOOR. C. VISUAL CHARACTERS SHALL BE UPPERCASE, STANDARD SANS SERIF FONT. VISUAL CHARACTERS TO EXTERIOR DOORS - 8.5 POUNDS PRESSURE NOTE: THESE FIGURES ARE ILLUSTRATIVE ONLY AND DO NOT DELINEATE THE ONLY HAVE A WIDTH-TO-HEIGHT RATION OF BETWEEN 3:5 AND 1:1 MEASURED BY THE WIDTH OF AN FIRE DOORS - PER ADMINISTRATIVE AUTHORITY C. BUBBLER TO BE ACTIVATED BY A HAND OPERATED LEVER LOCATED WITHIN 6 INCHES OF THE FRONT MEANS OF COMPLIANCE. REFER TO PLANS FOR EXACT LAYOUT OF TOILET ROOMS. UPPERCASE 0 & THE HEIGHT OF AN UPPER CASE I & A STROKE WIDTH-TO-HEIGHT RATIO OF BETWEEN DOOR CLOSURES TO BE ADJUSTED TO CLOSE FROM AN OPEN POSITION OF 90 OF THE FOUNTAIN OR BY A PUSH BAR ALONG THE FRONT OF THE FOUNTAIN. 1:5 & 1&10 MEASURED BY THE WIDTH OF AN UPPERCASE I. CHARACTERS AND SYMBOLS SHALL DEG IN NOT LESS THAN 5 SECONDS TO A POINT 12" FROM LATCH. D. BUBBLER TO PROVIDE A FLOW OF WATER 4 INCHES HIGH AND BE LOCATED 5 INCHES MAXIMUM FROM CONTRAST WITH THEIR BACKGROUND. CHARACTERS, SYMBOLS AND BACKGROUNDS SHALL HAVE A ADJUST CLOSURES AFTER INSTALLATION AND TEST DOOR COMPLIANCE. FRONT OF UNIT. NON-GLARE FINISH. C. FLOOR LEVEL AT DOORS D. TACTILE CHARACTERS SHALL BE UPPERCASE, STANDARD SANS SERIF FONT, RAISED 1/32" OFF THE zo 4'-0" MIN / THRESHOLDS: THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE �"' ;.,-,� 17" TO 19" 17" TO 19" BACKGROUND. THE HEIGHT OF TACTILE CHARACTERS SHALL BE BETWEEN 5/8" AND 2". CHARACTERS THRESHOLD OF THE DOOR WAY. CHANGE IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE _ Q SHALL BE ACCOMPANIED BY GRADE II BRAILLE LOCATED 3/8 MIN. BELOW BOTTOM EDGE OF CHARACTER. BEVELED WITH A SLOPE NO GREATER THAN 1:2. (SEE BELOW). ��' I" Q z z 5" MAX. MAX.5" SPOUT E. GRADE 2 BRAILLE SHALL HAVE DOMED OR ROUNDED DOTS RAISED 1/40" OFF THE BACKGROUND, WITH ter= DOTS SPACED 1/10" WITH-IN CELLS, AND 2/10" BETWEEN CELLS. F/ CONTR �' `�' m 5" z F. TACTILE SIGNS SHALL BE MOUNTED 48" MINIMUM, TO THE BASELINE OF THE LOWEST TACTILE LETTER, 1 " MAX. MAX. z AND 60" MAXIMUM ABOVE THE FLOOR TO THE BASELINE OF THE HIGHEST TACTILE LETTER. AN 18" X 18" 1/2 18'; T CLEAR N CLEAR SPACE IS REQUIRED IN FRONT OF THE TACTILE SIGN, BEYOND THE ARC OF ANY DOOR SWING. THRESHOLDS 1/4" MAX. 24 FLOOR WHERE SIGNS ARE MOUNTED AT DOORS, THE SIGN SHALL BE ON THE LATCH SIDE OF THE DOOR. WHERE 17 SPACE CONSULTANT INFO: SIGNS ARE MOUNTED AT DOUBLE DOORS, OR WHERE THERE IS NO WALL SPACE, THE SIGN SHALL BE LEVEL FLOOR OR LANDING: THERE SHALL BE A LEVEL AND CLEAR AREA ON EACH SIDE OF AN EXIT DRINKING FOUNTAINS 4,_3' �(R. MOUNTED ON THE NEAREST ADJACENT WALL, PREFERABLY THE RIGHT SIDE. DOOR. THE LEVEL AREAS SHALL BE AS SHOWN BELOW IN FIGURE 7A. THE SPACE BETWEEN TWO 6"MAX. 8"MIN. CONSECUTIVE DOOR OPENING (VESTIBULE) SHALL PROVIDE 48 INCHES OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH SPACE (SEE BELOW). PULL SIDE F - - - 09 SANITARY FACILITIES ow PULL SIDE X = 36" MIN. 9 z IZD CD QCo I I I IF Y = 60" B. ACCESSIBLE COMPARTMENT DOORS SHALL BE EQUIPPED WITH AN AUTOMATIC CLOSING DEVICE. THE \ o Qo Liv I 24" MIN. r- � I OR INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR U-SHAPED \ Q Co X X = 42" MIN. HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP-OVER STYLE, SLIDING, OR \ x "'= I I IF Y = 54" OTHER HARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST. z ow 24" MIN. z ow= 22" MIN. C. WATER CLOSET: FLUSH CONTROLS ARE TO BE OPERABLE BY AN OSCILLATING HANDLE WITH A PROFESSIONAL STAMP: m oo � ool"- MINIMUM OPERATING FORCE OF 5 LB/F OR BY A LOW VOLTAGE BUTTON. THE HANDLE OR BUTTON IS 18" J I __jQ " C1.4 TO BE LOCATED ON THE WIDE SIDE SO AS TO BE OPERABLE WITHOUT REQUIRING EXCESSIVE BODY CLEAR SPACE N= dcnoI I MOVEMENT. �_ L _ _ - PUSH SIDE =Q LPUSH SIDES < O3 RAMPS 54" MI 10" MI ell D. URINALS: PROVIDE ALL WALL HUNG URINALS WITH ELONGATED RIM. FLUSH CONTROLS ARE TO BE HAND j0HNA,C!k'YP1MA LATCH APPROACH HINGE APPROACH BOTTOM OPERATED AND ARE TO MEET THE SAME REQUIREMENTS AS THE FLUSH CONTROLS FOR THE WATER A. ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE IS GREATER THAN 1:20 (1:12 RAIL OR CLOSET AND ARE TO BE A MAXIMUM OF 44 INCHES ABOVE THE FLOOR. RIM ELEVATION TO BE 17 g �1Q ' MAXIMUM) _ _ PROVIDE AT PUSH SIDE INCHES MAX A.F.F. AND PROJECT A MINIMUM OF 13 1/2 INCHES FROM FACE OF WALL. DES PLAINEST IL B. 1:12 SLOPED RAMPS WITH LENGTH GREATER THAN 72" SHALL HAVE HANDRAILS ON BOTH SIDES. I 48"PULL SIDE MIN. KICK PLATE z CLEAR SPACE IS NECESSARY TO E. LAVATORY: TO BE MOUNTED WITH RIM NO HIGHER THAN 34 INCHES ABOVE FINISH FLOOR. PROVIDE A 18" MIN. ALLOW BACKING AND CLEARANCE OF AT LEAST 27 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE C. THE TOP LANDINGS ON A RAMP MUST BE AT LEAST 60 INCHES IN DEPTH. _ TURNING SPACE FOR A CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30 INCHES WIDE, TO 8 INCHES MINIMUM D. IF A DOOR SWINGS ONTO A TOP LANDING, THE MIN. LANDING DIMENSION SHALL BE NOT LESS THAN 42 I MIN. WHEELCHAIR TO CLEAR THE DEPTH AT THE TOP. PROVIDE FOR CLEAR FLOOR SPACE 30 INCHES WIDE X 48 INCHES DEEP, TO 9 INCHES CLEAR PLUS THE WIDTH OF THE DOOR. IN- INCHES ABOVE THE FLOOR EXTENDING 19 INCHES MAX. UNDER FRONT OF LAVATORY. INSULATE SUPPLY ROVIDE THIS z SWINGING DOOR. AND DRAIN PIPES UNDER LAVATORIES. NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER E. THE TOP LANDING SHALL HAVE A WIDTH NOT LESS THAN ITS DEPTH. I I � ADDITIONAL w 32 LAVATORIES. FAUCET CONTROLS TO BE OPERABLE WITH ONE HAND AND NOT REQUIRE GRASPING, ARCHITECT INFO: SPACE N DOOR IS � PINCHING, OR TWISTING OF THE WRIST. THE FORCE NECESSARY TO OPERATE CONTROLS IS NOT TO F. THE TOP LANDING SHALL EXTEND NOT LESS THAN 24-INCHES BEYOND THE STRIKE SIDE OF THE DOOR I I I EQUIPPED WITH EXCEED 5 LB/F. AT EXTERIOR RAMPS AND 18-INCHES AT INTERIOR RAMPS. L — BOTH A LATCH ;`" Chipman Design 12" MIN. F. ACCESSORIES: WHERE TOWEL, SANITARY NAPKIN AND WASTE RECEPTACLES AND SIMILAR DISPENSING A r c n i t e c t v r e Inc. G. THE BOTTOM LANDING SHALL BE NOT LESS THAN 60 INCHES DEEP AND A CLOSER. AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE IS TO BE LOCATED WITH ALL 2"'° 5. °{"" °" s°"° .00 i5es Fioir,es, 1l iincti bROtS PUSH SIDE OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40 INCHES FROM THE FLOOR. 847 X98 6903 F 847.398 6966 H. INTERMEDIATE LANDINGS SHALL BE PROVIDED AT TURNS AND WHENEVER THE CHANGE IN LEVEL EXCEEDS FRONT APPROACH VESTIBULE FIGURE 30 INCHES. ® MOUNT MIRRORS WITH THE BOTTOM EDGE OF THE REFLECTIVE SURFACE NO MORE THAN 40 INCHES FROM THE FLOOR WHEN OVER A LAVATORY OR COUNTER. MIRRORS NOT LOCATED ABOVE LAVATORIES HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED I. INTERMEDIATE LANDINGS ON RAMPS SHALL 60" MIN. D. DOOR WIDTH & HEIGHT: 3 FEET WIDE AND 6 FEET 8 INCHES OR COUNTERS SHALL BE MOUNTED NO MORE THAN 20" FROM THE FLOOR. NMYOFFICE AND UNDER MYSU ERVISIONANDTHATTOTHE ' " _ _ BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, HAVE A DEPTH OF NOT LESS THAN 5-0 . 3" HIGH. CLEAR WIDTH: 32 INCHES MINIMUM WITH DOOR OPEN 90 LOCATE TOILET TISSUE DISPENSERS ON THE WALL WITH THE CENTER OF THE DISPENSER 7' TO 9" RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR WHERE A CHANGE IN RAMP DIRECTION MAX. DEG. MEASURED FROM THE FACE OF DOOR TO OPPOSITE STOP. MAX. FROM THE FRONT EDGE OF THE TOILET SEAT. RELATING TO STRUCTURES AND BUILDINGS. OCCURS, A MINIMUM 72" BY 72" LANDING I E. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SHALL BE PROVIDED. I G. THE STRUCTURAL STRENGTH OF GRAB BARS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE SLIDING SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO SPECIFICATIONS OF THE AMERICANS WITH DISABILITIES ACT. ISSUE TYPE: RAMP � ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST CD CHECKSET 12/12/14 RAMPS SHALL BE NOT LESS THAN 4'-0" DOWN WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. H. SINGLE ACCOMMODATION: A CLEAR FLOOR SPACE OF AT LEAST 60 INCHES IN DIAMETER IS REQUIRED 100% J WIDE. RAMPS SERVING A PRIMARY 24 EXTERIOR FOR SINGLE ACCOMMODATION TOILET ROOMS. PERMIT ENTRANCE FOR AN OCCUPANT LOAD OF 18" INTERIOR LL APPROVAL 300 OR MORE PEOPLE SHALL BE NOT © PROTRUDING OBJECTS LESS THAN 5'-0" WIDE. LANDING AT RAMP A. PROJECTIONS FROM WALLS WITH LEADING EDGE BETWEEN 27" AND 80" ABOVE FLOOR MAY PROJECT 1 11 fill IIIIIIII IIIIIIII I I I I I I DRAWN BY: NR/BE 4" MAXIMUM. LEADING EDGE AT OR BELOW 27" MAY PROJECT ANY AMOUNT. FREE STANDING A&E JOB NO.: 14-7269 K. HANDRAILS SHALL BE PLACED ON EACH SIDE OF EACH RAMP AND SHALL BE CONTINUOUS THE FULL PROJECTIONS WITH LEADING EDGE BETWEEN 27" AND 80" ABOVE FLOOR MAY PROJECT 12" MAX. j LENGTH OF THE RAMP. HANDRAILS SHALL BE 34 TO 38 INCHES ABOVE THE RAMP SURFACE AND PROJECTIONS MAY NOT REDUCE MANEUVERING SPACE, OR CLEAR WIDTH OF AN ACCESSIBLE ROUTE. C o o SHEET TITLE: X EXTEND A MINIMUM OF 1 FOOT BEYOND THE TOP AND BOTTOM OF THE RAMP. ACCESSIBILITY COMPLIANCE B. HEAD ROOM: 80 MINIMUM. CD L. SURFACES OF RAMPS SHALL BE SLIP-RESISTANT. M. RAMPS & LANDINGS WITH DROP OFFS SHALL HAVE CURBS, WALLS, RAILING OR PROJECTING SURFACES TOILET ACCESSORIES THAT PREVENT PEOPLE FROM SLIPPING OFF THE RAMP. CURB SHALL BE A MIN. 2" IN HEIGHT MAXIMUM ELEVATION CHANGE BETWEEN LANDINGS IS 30" SHEET NUMBER: GO - 1 ACCESSIBILITY COMPLIANCE - ICC/ANSI A117.1 CODE ITEM DESCRIPTION SKU # FURNISH INSTALL KEY SUBMITTAL COMMENTS CODE ITEM DESCRIPTION SKU # FURNISHkY STALL KEY SUBMITTAL COMMENTS NEW STORE ��BY BY NOTES REVIEW BY BY NOTES REVIEW BY STOREFRONT FITTING ROOMS CONT'D ST-1 ALUMINUM STOREFRONT SYSTEM - 6" PROFILE FG6000 MULLION SYSTEM, COLOR: FLAT WHITE; STOCK LENGTH OBE-FG60OC34 0 G 6 ARCH GLAZING BY G.C.- TO MEET CURRENT ENERGY CODE. GC TO PA-3.2 PROCESSING AREA - SHELF VASWANI: PROCESSING AREA SHELF TBD 0 G 6,18 FREE STANDING NO SKU# OLD CASTLE USE 1/2" GLAZING W/ ADAPTERS FOR STOREFRONT SYSTEM VNIPWAZIOX0 A4K 16A, A T H L E T A F 1 7 4 1 PA-4.2 PROCESSING AREA - HANGBAR VASWANI: PROCESSING AREA HANGBAR TBD 0nG6,18FREE STANDING NO SKUVlvlllvl�"I. PA-5.1 PROCESSING AREA - MIRROR AND FRAME (5'-0") FLEETWOOD FIXTURE: PROCESSING AREA ILLUMINATED MIRROR 5'-0" 101-1381-AO261 018 POWER & BLOCKING BY GC sTOILET ROOMS ° GAP INC. ST-5 8" METAL EYEBROW CHANNEL WITH END CAPS AND COLOR: FLAT WHITE; STOCK LENGTH 0 G 6 ARCH OLD CASTLE TO SUBMIT SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR _CH-2 COAT HOOK FLEETWOOD FIXTURE: CH51R HOOK W/ TUMBLING & CLEAR COAT CH51R 0 G 18 SAME PROFILE AS FITTING ROOM CURTAIN HOOK TOOLKIT ARCHITECT APPROVAL. AN-3 ANGLE FOR ATTACHMENT BY VENDOR TM-3 TOILET ROOM MIRROR FRAME FLEETWOOD FIXTURE: BATHROOM MIRROR GC TO PAINT =A - 0 G 18 MIRROR GLAZING & BLOCKING BY GC CORPORATE ARCHITECTURE STOREFRONT ENTRY DOORS 0 F 8 P 0 - T - ACCESSORIES SEE PROJECT MANUAL FOR SPECIFICATIONS G G 18 BLOCKING BY GC 1 HARRISON STREET C F BACK OF HOUSE BOH SAN FRANCISCO, CA 94105 HDS-1 MOBILE SHELVING SYNDICATE SYSTEMS: HDS SYSTEM W/ PEGBOARD & SHELVES VARIOUS 0 G - BLOCKING & SHIMS BY GC STORE NO.: 4 6 4 2 I D 0 F OLD CASTLE BUILDING ENVELOPE: PAIR OF DOORS 72'W x 108 H OBERSFDRSI O G - ARCH COLOR - FLAT WHITE; HARDWARE BY OWNER - SEE DOOR D C I 8 p STILE HINGES ROCKWOOD PULLS STANDARD LOCKS SCHEDULE FOR MORE INFO 0 P T STORE NAME: BM-2 BREAK METAL 0.090 ALUMINUM BREAK METAL, COLOR: FLAT WHITE 0 G 6 ARCH VENDOR TO PROVIDE BREAK METAL SHEETS FOR GC TO WASHINGTON SQUARE INSTALL PER DRAWINGS AND STOREFRONT SHOP DRAWINGS HDS-2 MOBILE SHELVING HANG BARS SYNDICATE SYSTEMS: HDS SYSTEM W/ PEGBOARD & HANGBAR VARIOUS 0 G - BLOCKING & SHIMS BY GC BARRICADE 0 G - ARCH CONSTRUCT PER Al-1 BH-1 BOH & MANAGER'S OFFICE SHELVING, SYNDICATE SYSTEMS: ZINC SHELF CLIP 69109-I D 0 G 6 BLOCKING BY GC STORE LOCATION: GRIFFIN MEDIA: BARRICADE GRAPHIC CUSTOM ELEMENT 0 0 4 0 IMAGE FILE BY ATHLETA MARKETING- COORDINATE WITH MALL HARDWARE, STANDARDS, HANG ROD SYNDICATE SYSTEMS: WALL STANDARD ZINC SURF. MOUNT 120"H 68871-1 BG-1 BARRICADE GRAPHIC MANAGEMENT FOR SPECS. VENDOR TO GET APPROVAL FROM LL STOCKSYNDICATE SYSTEMS: MDF SYNDICATE SYSTEMS: BRACKETSHELF, °OM 69075 1 SADDLEBRITEKCHROME BOH 68914-1 9 85SW WASHINNGTON GTON SQUARE RD Y 0 . 1 0 : 0 SYNDICATE SYSTEMS: -HANGROD BR BRITE CHROME 48" BOH 68883-1 11 PORTLAND, OREGON 97223 MANAGER'S OFFICE/AREA & EMPLOYEE AREA SPACE # H-10 F _ MC-1 MANAGER'S CART ENGINEERED NETWORK SYSTEMS N A 0 0 18 TO BE PLACED UNDER OR ADJACENT TO MANAGER'S DESK A - G G 1 MD-1 MANAGER'S DESK SEE FLOOR PLAN & DETAILS FOR ADDITIONAL INFORMATION G G - BLOCKING BY GC MS-1 MANAGER'S OFFICE SAFES CORPORATE SAFE: MANAGER OFFICE KEYPAD LOCK SAFE 20Y2"H x B20201D-SR2 0 G - FASTENERS BY GC 20Y"W x 20"D, BLACK PROJ. I.D.: 0000052034 CORPORATE SAFE: ARMOR CAR SINGLE DOOR DROP SAFE 20"H x MB2014K-SG4440 A F 2 14"W x 14"D, BLACK PROTOTYPE DATE: 07/23/14 MUSIC SYSTEM PLAYNETWORK: MC500 MEDIA PLAYER PLAC500 GC TO COORDINATE CONDUIT AND SPEAKER LOCATIONS MU-2 PLAYNETWORK: TOA BG1120 120V AMPLIFIER TOABG-1120 0 0 4'8'1° WITH VENDOR PROTOTYPE VERSION 4.0 SIGNAGE INTERIOR AND EXTERIOR PLAYNETWORK: ATLAS FAP42 RECESSED SPEAKERS, WHITE ATLFAP42T S-1.1 PIN MOUNTED INTERNALLY ILLUMINATED SIGN PROVIDED BY IMAGE NATIONAL 0 0 4,18 ARCH 0 POWER, BLOCKING & CONDUIT BY GC TC TIMECLOCK 0 0 - CONDUIT & POWER BY GC G I 4 BT-1 I EMPLOYEE BULLETIN BOARD STORE SUPPLY CATALOG N/A 0 G 5 BLOCKING BY GC I 4 0 EL-1 EMPLOYEE LOCKERS REPUBLIC STORAGE: LOCK 7652429 0 G - FASTENERS & BLOCKING BY GC REPUBLIC STORAGE: 6 TIER STARTER UNIT 730984-50 4 C 0 REPUBLIC STORAGE: 6 TIER ADD ON UNIT 730985-50 P 0 P I 0 4 C C I REPUBLIC STORAGE: MASTER KEY 7652430 D P P O I 0 0 8 C I F REPUBLIC STORAGE: HANDICAP LOCKER KIT 730998 S T P 0 0 0 8 I EC-1 EMPLOYEE COUNTER SEE FLOOR PLAN & DETAILS FOR ADDITIONAL INFORMATION G G - BLOCKING BY GC gC P D Y I MW-1 MICROWAVE STORE SUPPLY CATALOG N/A 0 0 - SALES AREA UR-1 REFRIGERATOR IISTORE SUPPLY CATALOG "N/A 0 0 - CM-1.1 SALES AREA MIRROR FRAME FLEETWOOD:HANGING MIRROR 2' x 6'-4" - 0 G 1,18 BLOCKING BY GC DOORS G A N - - I P I NON-STOREFRONT ENTRY DOORS SEE DOOR SCHEDULE G G 16 SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION PFW-1.1 WALL PANEL SYSTEM W/ STANDARDS TARRANT: 4' PANELS W1 RECESSED STANDARDS R211CD 0 G 6,18 BLOCKING & ASSEMBLY BY GC NON-STOREFRONT ENTRY DOOR HARDWARE SEE DOOR SCHEDULE G G 16 SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION TARRANT: 3/4" x 6" x 40" BLOCKING PFW-2.1 FEATURE WALL PANEL SYSTEM W/OUT STANDARDS TARRANT: 4' PANELS W/ OUT RECESSED STANDARDS R212CD 0 G 6,18 BLOCKING & ASSEMBLY BY GC FLOOR BASE WALL TRIM TARRANT: 3/4" x 6" x 40" BLOCKING BASE/ WALL WOOD COLUMN (3 SIDED) FLEETWOOD: 8" x 17" SMALL WOOD COLUMN 101-1007-00261 0 G 6 BLOCKING BY GC B1 VINYL BASE PINNACLE: 4" TOELESS VINYL BASE - ROPPE, COLOR: #150 DARK GRAY 700 SERIES G G - 1 1 6 C B2 MDF BASE/ TRIM 3/4" X 5 1/2" MDF BASE. USED AT CORRIDOR BASE - G G - GC TO SAND ALL EXPOSED EDGES & BUTT JOINTS AT 1 1 SEAMS PRIOR TO PAINTING. MDF TRIM 1 X 1 1/2" MDF ON TOP OF 3/4" X 2 1/2" MDF SEE DETAIL 5/A6-3) G G - GC: SAND ALL EXPOSED EDGES & JOINTS PRIOR TO PAINT FR-S--1711 STANDARDS/ SHELVING (DOUBLE) SYNDICATE SYSTEMS: 74" RECESSED STANDARD, DOVER WHITE - 0 G 6,18 BLOCKING BY GC 85 WOOD BASE 3/4" X 4 1/2" FOR SALES AREA WALL - WHITE OAK AQUA MIST PROVIDED BY FLEETWOOD 101-1015-00261 0 G - FLEETWOOD WOOD BASE - SEE SHOPS RS-2.1 STANDARDS/ SHELVING (SINGLE) SYNDICATE SYSTEMS: 74" SURFACE MTD STANDARD; IRON WHITE S13-0892-100 0 1 G 1 6,18 IBLOCKING BY GC. PAINT IN FIELD, COLOR - TBD THIN BRICK WK-1.1 WEB KIOSK COUNTER SYNDICATE SYSTEMS: WEB KIOSK FRAME & SHELF BRACKETS, 24" J6100 0 0 18 BLOCKING BY GC TB-3 THIN BRICK VENEER GLEN-GERY BRICK LIGHTWEIGHT SERIES, VALDOSTA, LW MODULAR; 3/4 1 x 2 4 x 7 5/8"; WITH G G 2,3 GC TO USE CORNER PIECES AT ALL CORNERS CONSULTANT INFO: WK-2.1 WEB KIOSK COUNTER - ADA SYNDICATE SYSTEMS: WEB KIOSK FRAMES & SHELF BRACKETS, 48" J6101 0 0 18 BLOCKING BY GC 3/8" MORTAR JOINTS, TROWELED. MG-1 MARKETING GRIDS LARGE SYNDICATE SYSTEMS: MARKETING GRID, 18" X 48" J6159 0 G 18 BLOCKING BY GC. GROUT: MAPEI - #39 IVORY G G 2,3 MG72 MARKETING GRIDS SMALL SYNDICATE SYSTEMS: MARKETING GRID, 18" X 24" J6160 0 G 18 BLOCKING BY GC. TB-4 THIN TECH ENGINEERED GLEN-GERY THIN TECH SYSTEM - ELITE SERIES. CONTACT: HANK MCDONOUGH - G G 2,3 GC TO USE THIN BRICK SYSTEM DISTRIBUTED BY GLEN PANEL BRICK SYSTEM hankm@spauldingbrick.com. PHONE: 978-771-2582. SEE SECTION 04.2516 IN PROJECT MANUAL FOR GERY. SEE PROJECT MANUAL FOR THIN TECH SYSTEM INTERIOR GRAPHICS - ELITE SERIES DETAILS. SPECS. GC TO INSTALL PER MANUFACTURER'S RECOMMENDATION C 0 P. P 9 0 1 A GLEN-GER1Y BRICK LIGHTWEIGHT SERIES, SILVERBROOK, LW MODULAR; 1 2 x 2 4 x 7 5 8 ; G G 2,3 GC TO USE CORNER PIECES AT ALL CORNERS, APPLY A TB-5 THIN BRICK VENEER VVITH 3/8" MORTAR JOINTS, TROWELED. - GROUT: MAPEI - #39 IVORY PRIMER TO BRICK & MORTAR, THEN PAINT AS SPECIFIED WAINSCOT G-2.1 CASHWRAP GRAPHIC FRAME BISHOP:120" x 48" STANDARD CASHWRAP FRAME STAND FX-0151 0 G 18 BLOCKING BY GC & ATTACHED ON FRENCH CLEAT G-3.2 FIT STUDIO GRAPHIC FRAME BISHOP:96" x 48" STANDARD FIT STUDIO GRAPHIC FRAME STAND FX-0154 0 G 18 BLOCKING BY GC & ATTACHED ON FRENCH CLEAT WA-1 WAINSCOT MASONITE MARLITE: WHITE PEBBLE SURFACE FRP - CONTACT 330-343-6621 P-100 G G - ALL WALLS AT MOP SINK UP TO 4'-0" G-5.3 WEB KIOSK GRAPHIC FRAME BISHOP:24" x 36" WEB KIOSK FRAME 24" X 36" FX-0295 0 G 5,18 BLOCKING BY GC; MOUNTING TO BE DETERMINED PLASTIC LAMINATE A P 4" x S 1 C C PL1 PLASTIC LAMINATE WILSON ART: "FROSTY WHITE" - CONTACT: RICHARD WYLIE 972-523-1027 1573-60 G G CABINETS AT EMPLOYEE AREA & MANAGER'S DESK PROFESSIONAL STAMP: A D P " x 1 c c BEADBOARD - NANTUCKET OR APPROVED EQUAL: 1/2" THICK BEADBOARD W 1 4 CHANNEL BEAD & 6 CENTER MRX GRADE FOR TOILET ROOM WET WALLS & ® �J� � S 0 T F I BB2 BEADBOARD G G 2 r� ✓ � BOARDS. SET BEADS TO RUN HORIZ. USE FULL SHEETS WHEN CLEARANCE IS LESS THAN 8'-0" WIDE. DRINKING FOUNTAINS. GC TO MITER ALL CORNERS. F ADA SIGNAGE TACTILE ADA SIGNS FOR FITTING ROOMS, TOILET ROOMS, EXITS, ETC G G 18 SEE CORRESPONDING PAGES FOR COLOR & SPECIFICATIONS CONCRETE CASHWRAP CREDENZA ` ' '�I�:`'1�•cl�ll�P"A.N C01 CONCRETE SEALER FLORIC POLYTECH: CLEARSEAL ON-2000 G G - GC TO BEAD BLAST & SEAL CONCRETE BW-2 CREDENZAUSED WITH CW-3 & CW-4 : ,5 - No.3653 CREDENZA (USED FLEETWOODBACKWRAP 101-0109-00261 0 G 4CO2 FILLER FLORIC POLYTECH: USE AS REQUIRED. IN SLOPED AREAS OF FLOOR TRANSITION, APPLY SRP-100 G G - CASHWRAP 3 TERMINAL FLEETWOOD: CASHWRAP 3T 101-0031-00261 0 G 4,5,101 FINAL ELEC CONNECTION & CONDUIT BY GC SELF-LEVELING TOPPING SYSTEM AS REQUIRED - ARDEX SEE PROJECT MANUAL FOR SPECS 0 DES PLAINES,IL � DROP SAFE, HANGER TIGHT 0 G 18 GC TO INSTALL SAFE, HANGER TIGHT, & CARD READER STAND WOOD FLOORING , CW-3 UNDER COUNTER LED LIGHT 0 G 18 FINAL ELEC CONNECTION BY GC tK I 0 A PHONE, POS 0 0 4,5,18 F TWS POWER RECEPTACLES IN CASHWRAP 0 G 18 FINAL ELEC CONNECTION & CONDUIT BY GC �W'W_5 WOOD FLOOR MUSKOKA 3/4" X 5" SOLID SAWN - ALMOND 64238 0 G 6 BUZZER _ G G 18 CARD READER STAND 101-0300-00261 0 G 18 GC TO INSTALL CARD READER STAND W-3 WOOD FLOOR MUSKOKA: 3/4" x 5" SOLID SAWN CHARACTER WHITE OAK COMMERCIAL UV OIL FINISH 11 4940 11 0 11 G 6 S P 4 I C C I TILE ARCHITECT INFO: T I T-3 TILE FLOOR STONE SOURCE: FLOORTECH 1.0 - FLOOR 5.0 NATURALE: 11 3/4" x 23 5 8 x 10mm TBD 0 G 6 FLOOR TILE AT TOILET ROOMS, RECESSED ENTRY, AND I C I (DO NOT CUT DOWN) WITH 1/8" GROUT SPACING TILE DRINKING FOUNTAINS P S ,1 GROUT: MAPEI 39 IVORY G Chipman Design # Architecture Inc . 2700 s. U-1 aoan. suit, 400 GROUT Del ftair,es, ?i iEn Oil ".018G G T-4 BASE TILE STONE SOURCE: FLOORTECH 1.0 - FLOOR 5.0 NATURALE: 7 7/8" x 31 1/2" x 10mm TBD O G 6 BASE TILE AT TOILET ROOMS. ' 84' '9$ ��a' ` e4'.'�8 1 0 G G S A (DO NOT CUT DOWN) WITH 1/8" GROUT SPACING PLE TO BE ALIGNED WITH BB2 ABOVE. SEE DETAIL5/A6-3. FITTING ROOMS GROUT: MAPEI - #39 IVORY _ GROUT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED IN MY OFFICE AND UNDER MY AND THAT TO THE AB-3 ADA BENCH VASWANI INC.: ADA FITTING ROOM BENCH ATH-ADAFRB 0 G 18 SIZE: 24" x 48" x 18"; BLOCKING BY GC I ' " G BEST OF MY KNOWLEDGE,THE SAMEVISION COMP YWITHALLLAWS, CB-3 CURTAINS & RODS/BARS FLEETWOOD: DURALEE FABRICS: BEACON HILL. COLOR:220 OATMEAL 101-2178-00261 0 G 18 GC TO INSTALL CURTAINS W/ SEAMS FACING INSIDE OF FITTING J 4 RULES,REGULATIONSSTRUCTURES RESND AN BUILDINGS.NANCES OF PORTLAND,OR � RELATING TO STRUCTURES AND BUILDINGS. PATTERN: 3601 ROOM - SIZE: 54" x 78" CEILING FLEETWOOD FIXTURE: U-CUP FOR CURTAIN ROD 101-2187-00261 MOUNT CENTER OF BAR AT 7'-3" A.F.F. CB-4 ADA CURTAINS & RODS/BARS FLEETWOOD: DURALEE FABRICS: BEACON HILL. COLOR:220 OATMEAL 101-2179-AO261 0 G 18 �IC TO INSTALL CURTAINS W/ SEAMS FACING INSIDE OF FITTING ACT-2 ACOUSTICAL CEILING 24 X 48 ACT - ARMSTRONG FISSURED MODEL NO. 755; BPB CELOTEX CORP. HYTONE MODEL G G _ SPECIAL CONDITIONS STORE ISSUE TYPE: PATTERN: 3601 1 ROOM - SIZE: 54" x 78" TILE NO. NPS-197; OR USG CORP. FISSURED MODEL NO. 562 100% CD CHECKSET 12/12/14 FLEETWOOD FIXTURE: U-CUP FOR CURTAIN ROD 101-2186-00261 MOUNT CENTER OF BAR AT 7'-3" A.F.F. _ PERMIT &-BIB - FH-4 FITTING ROOM HOOKS FLEETWOOD FIXTURE: FITTING ROOM HOOK CH55R W/ TUMBLING & 101-2180-00261 0 G 18 BLOCKING BY GC DEFINITIONS: GENERAL NOTES: LL APPROVAL CLEAR COAT FURNISH - MEANS SUPPLY AND DELIVER TO PROJECT, FREIGHT ON BOARD TRUCK, UNLESS OTHERWISE DEFINED IN GREATER DETAIL. 1. ITEMS NOT FOUND IN THIS MATRIX ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. FLEETWOOD FIXTURE: FITTING ROOM HOOK CH52R W/ TUMBLING & 101-2181-00261 INSTALL - DESCRIBES OPERATIONS AT PROJECT, FROM INSPECTION AND UNLOADING, TO COMPLETION IN PLACE, READY FOR INTENDED 2. SEE FINISH SCHEDULE FOR ON GO-2.1 FOR MORE INFORMATION, DRAWN BY: NR/BE CLEAR COAT USE. 3. HATCHED ITEMS ARE EITHER NOT IN SCOPE OF WORK, OR THEIR RESPONSIBILITY IS TO BE DETERMINED. A&E JOB NO.: 14-7269 FH-3 FITTING ROOM CURTAIN HOOK FLEETWOOD FIXTURE: HOOK FOR CURTAIN 101-2313-00261 0 1 G 18 BLOCKING BY GC PROVIDE - MEANS FURNISH AND INSTALL, COMPLETE AND READY FOR INTENDED USE, UNLESS OTHERWISE DEFINED IN GREATER DETAIL. HB-2 GRAB BAR ADA FLEETWOOD FIXTURE: ADA COMPLIANT GRAB BARS 101-2186-00261 0 G 18 BLOCKING BY GC KEY NOTES: SHEET TITLE: HG22 FITTING ROOM HANGBAR FLEETWOOD FIXTURE: FITTING ROOM HANGBAR 101-2185-00261 0 G 18 BLOCKING BY GC 1. G.C. TO COORDINATE FINAL LOCATION W/ BRAND. 10. ROUGH-IN BY G.C. 3M-1.1 3 WAY MIRROR AND FRAME FLEETWOOD FIXTURE: FITTING ROOM MIRROR FRAME WITH POWER - 0 G 18 POWER & BLOCKING BY GC 2. G.C. REQUIRED TO PURCHASE FROM SUPPLIERS WITH WHOM OWNER HAS INVENTORY OR PRICING AGREEMENT. 11. FOR ROOFTOP UNITS ONLY WHEN LL PROVIDES ROOFTOP UNITS. RESPONSIBILITY FP-2 FITTING ROOM - TRELLIS FLEETWOOD FIXTURE: FITTING ROOM SCRIBED OAK TRELLIS - 0 G 6,18 3. G.C. RESPONSIBLE FOR PURCHASE AND DELIVERY. 12. MUST BE PROVIDED BY A QUALIFIED CONTROLS CONTRACTOR. SEE PROJECT MANUAL & INSTALLATION GUIDE FOR MATRIX/FINISH LEGEND FP-3 FITTING ROOM PANEL KIT W 44 POST FLEETWOOD FIXTURE: FITTING ROOM PANEL KIT W 44 POST - 0 G 6 GC TO TRIM AND ASSEMBLE INFIELD.®BY GC. 4. G.C. TO COORDINATE SCHEDULE AND DELIVERY WITH SUPPLIER. STANDARD SHIPPING PROVIDED BY ATHLETA ANY QUALIFICATION AND SUBMITTAL REQUIREMENTS. EXPEDITED SHIPPING COSTS ARE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 13. SUBMIT CATALOG DATA (INCLUDING DUCT, FITTING AND SELF SEALING GASKET) INFORMATION TO ARCH. FOR REVIEW. FP-4 DIVIDER WALL PANEL KIT WITH STANDARDS FLEETWOOD FIXTURE: DIVIDER WALL PANEL KIT WITH STANDARDS - 0 G 6 GC TO TRIM AND ASSEMBLE INFIELD. 662 BY GC. 5. ITEM DELIVERY SCHEDULED BY OWNER FOR LAST WEEK OF CONSTRUCTION. 14. SEE PROJECT MANUAL & INSTALLATION GUIDE FOR DETAIL SUBMITTAL REQUIREMENTS FP-5 FIT STUDIO PROCESSING AREA GRAPHIC WALL KIT FLEETWOOD FIXTURE: FIT STUDIO PROCESSING AREA GRAPHIC WALL KIT - 0 G 6 GC TO TRIM AND ASSEMBLE INFIELD. BB2 BY GC. 6. G.C. TO SCRIBE TO FIT 15. PROVIDE SUBMITTALS TO MEP ENGINEER AND GAP ENGINEERING FOR AN EQUIPMENT THAT IS GC FURNISHED. FP-6 FIT STUDIO GRAPHIC WALL KIT FLEETWOOD FIXTURE: FIT STUDIO PROCESSING AREA GRAPHIC WALL KIT - 0 G 6 GC TO TRIM AND ASSEMBLE INFIELD. BB2 BY GC. 7. REFER TO BID INSTRUCTIONS FOR VENDOR NAME AND CONTACT INFORMATION. 16. SEE DOOR SCHEDULE FOR HARDWARE & DOOR INFORMATION CK-2 FITTING ROOM - CHALK BOARD FLEETWOOD FIXTURE: FITTING ROOM CHALK BOARD 101-1519-00261 0 G 18 8. ALL FINAL EQUIPMENT WIRING AND EQUIPMENT INSTALLATION BY OTHERS 17. SEE LIGHTING SCHEDULE FOR MORE INFORMATION SHEET NUMBER: PA-2.1 PROCESSING AREA - MIRROR AND FRAME 3'-0" FLEETWOOD FIXTURE: PROCESSING AREA ILLUMINATED MIRROR 3'-0" 101-1382-00261 0 G 18 POWER & BLOCKING BY GC 9. NOT USED. 18. SEE PROJECT MANUAL & INSTALLATION GUIDE FOR SIZES, DETAILS, AND REQUIREMENTS. I I F L: LANDLORD 0: OWNER E: EXISTING G: GENERAL CONTRACTOR/SUBCONTRACTOR 19. VINYL FLOORING ATTACH TO SUBSTRATE WITH MANUFACTURERS RECOMMENDED ADHESIVE. RESPONSIBILITY MATRIX / FINISH LEGEND V AREA FLOOR WALLS CEILING DOORS REMARKS CODE ITEM DESCRIPTION LUYRNISHED��IIN1STALLED NOTEKEY S SUBMITEALB COMMENTS NEW STORE MATERIAL BASE MATERIAL MATERIAL HEIGHT DOOR FRAME MECHANICAL SALES AREA WOOD FLOORING W-3 WOOD BASE B5 FP—FW---1.11 AT FEATURE WALLS MAIN CLG. — GYP. BD. FP172 12'-0" A.F.F. * FINISH FAUX COLUMNS TB-3 (NO BASE) OVER TB-40/ P P1—SG—PAINT FROM FLOOR TO * USE USG LEVEL 5 FINISH FOR ALL CEILINGS, WALLS, AND PREFAB �///, ��/ 0 C S AT H LETA EDGE OF SOFFIT PANELS. THERMOSTATS, REMOTE ROOM TEMPERATURE SENSORS, _ ALL TRANSFORMERS AND OTHER CONTROL COMPONENTS ARE TO BE VP WOOD COLUMNS WB--4 WB-5 FAUX CLG. BEAMS — GYP. 11'-4" A.F.F. AND DISCHARGE AIR SENSORS G G FURNISHED AND INSTALLED BY GC. CONTROLS TO BE INSTALLED BY WOOD PLANKS ON SOFFIT BD. P2 LL APPROVED CONTRACTOR & MALL REQUIREMENTS ABOVE W-5 HVAC CONTROLS (OTHER THAN TCS BASYS) VALVES, MEP & GAP FITTING AREA WOOD FLOORING W-3 WOOD BASE B2 —BEADBOARD BFB-21 W B2 12'-0" A.F.F. P1—SG P1—SG * REAR FITTING AREA WALL TO BE PAINTED P12—EG DAMPERS, OPERATORS, ETC. G G 12 ENGINEERS GAP INC. BASE AND B . . P12 3 TRIM P1—SG & SEE ELEVATIONS. S CORPORATE ARCHITECTURE GYP. BD.=ABOVE B5 GYPBDNEW FPB DUCT CONNECTION TO MALLS MAIN 1 HARRISON STREET PFW-1.1 AT FEATURE WALLS _ SAN FRANCISCO, CA 94105 P1—SG SUPPLY DUCTWORK G G STOCK/EMPLOYEE/ (E) CONCRETE C01 CO2 VINYL BASE B1 PLYWOOD P1—SG ACT-2 13—0 A.F.F. STORE NO.: 4642 MANAGER'S AREA P1—SG P1—SG DUCTWORK LINDAB, UNITED MCGILL, OR SEMCO G G 13 MEP & GAP SUBMIT PRODUCT DATA & SHOP DRAWINGS FOR ENGINEERS REVIEW STORE NAME: WOMEN'S/MEN'S TILE T-3 TILE T-4 BB2 ND jB3jPl—MGI GYP.BD. P12—MG 9'-2" A.F.F. P1—SG P1—SG *MRX GRADE BEADBOARD ® WET WALL & ® DRINKING FOUNTAINS FPB BOXES G G — GC TO COORDINATE REQUIREMENTS W LL PRIOR TO PURCHASE TOILET GYP.BOARD P1—MG * ALIGN BOTTOM OF TRIM B3 WITH TOP OF CHANGING TABLE FPB BOX THERMOSTAT G G — GC TO COORDINATE REQUIREMENTS W LL PRIOR TO PURCHASE WASHINGTON SQUARE CORRIDOR WOOD FLOORING W-3 WOOD BASE B2 —BEADBOARD BB2 W 62 GYP.BD. P2 9'-2" A.F.F. SEE BUILDING SECTION TO REFERENCE THE HEIGHT & EXTENT OF ELECTRICAL 0 P1—SG P1—SG 0 BEADBOARD MAIN OVERCURRENT DEVICE AT LANDLORD'S SERVICE STORE LOCATION: BASE ANRB3 IM P1—SG & * TILE T-3 FLOOR ® DRINKING FOUNTAINS POINT EXISTING ExISTING - WASHINGTON SQUARE GYP. BD. ABOVE * WOOD BASE B2 PAINTED P1—SG METER AT LANDLORD'S SERVICE POINT EXISTING EXISTING - 9585 SW WASHINGTON SQUARE RD RECESSED ENTRY MALL TILE BREAK METAL BM-2 ST-1 BREAK METAL BM-2 10'-10 1/2" AFF. * TCH STORES C T'S AT LANDLORD'S SERVICE POINT EXISTING EXISTING — PORTLAND, OREGON 97223 * SEE ENLARGED PLAN FOR DETAILS C T CABINET AT LANDLORDS SERVICE POINT EXISTING EXISTING — SPACE H-10 RECESSED CAN LIGHT TRIM TO MATCH CEILING COLOR - * GC TO INSTALL RECESSED WHITE SPRINKLER HEAD AT RECESSED DOOR BUZZER SYSTEM G G 14 ENTRY WHERE REQ'D BY CODE SERVICE ENTRANCE CONDUIT(S) TO SPACE W/ PULL MOP SINK (E) CONCRETE C01 CO2 VINYL BASE B1 GYP.BD. P1—MG EXPOSED CEILING _ * WAINSCOT W 11 TO 4—0 A.F.F. — ALL WALLS WIRE EXISTING EXISTING — P1—SG P1—SG WAINSCOT WA-1 SERVICE ENTRANCE FEEDERS G G — PROJ. I.D.: 0000052034 480/277 VOLT PANEL(S) NA NA 208/120 VOLT PANEL(S) c c - PROTOTYPE DATE: 07/23/14 METER IN LEASE SPACE - - - PROTOTYPE VERSION 4.0 C/T'S IN LEASE SPACE — — — NOTES: C/T CABINET IN LEASE SPACE — — — 1. WALLS TO BE PAINTED FLOOR TO CEILING U.O.N. ELECTRICAL GEAR & LIGHTING CONTROLS (IF NOT MEP & GAP 2. PAINT CEILING & ALL EXPOSED MEP ELEMENTS, EXCEPT DUCTS. DO NOT PAINT SIGN DROPS, UNISTRUT & THREADED RODS, U.O.N. FURNISHED BY LOEB ELECTRIC) G G 14 ENGINEERS ONLY REQUIRED IF NOT USING LOEB ELECTRIC 3. SEE PLANS & ELEVATIONS FOR EXACT FINISH LOCATIONS 4. SEE GO-2 FOR FINISH INFORMATION LS-1 LIGHTING FIXTURES AND LAMPS 0 G 6,9 GC TO TOUCH UP PAINT MUSIC SYSTEM SPEAKERS CABINET 0 o 8,9 ROOM FINISH SCHEDULE 5 MUSIC SYSTEM WIRING 0 0 8,9,10 SECURITY CAMERA 0 0 — POWER & CONDUIT BY GC & AND CONT. CONTINUOUS FL. FLOOR MECH. MECHANICAL S.C. SOLID CORE BURGLAR ALARM 0 G 5 POWER & CONDUIT BY GC EAS-1 < ANGLE C.P.M. CONST. PROJECT MANAGER FLOUR. FLUORESCENT MFR. MANUFACTURER S.S. STAINLESS STEEL S10-2 EAS FINS MFG: CHECKPOINT; CUSTOM PAINTED SLIMLINE FINS — ANTENNA TO MATCH� ATHLETA WHITE; MODEL 7396981 W HARDWARE HOOD KIT 7367100 0 0 4 ® AT DBL. DOUBLE FT. FOOT, FEET MGR. MANAGER SHT. SHEET - — C CENTERLINE DET. DETAIL F.V. FIELD VERIFY MIN. MINIMUM SIM. SIMILAR 0 DIAMETER DIA. DIAMETER G.B. GRAB BAR MISC. MISCELLANEOUS SPEC. SPECIFICATION # POUND OR NUMBER DIM. DIMENSION B.C. GENERAL CONTRACTOR MTL. METAL SQ. SQUARE — ACOUS ACOUSTICAL DN. DOWN GA. GAUGE N. NORTH STD. STANDARD - V ADJ ADJUSTABLE DR. DOOR GL. GLASS N.I.C. NOT IN CONTRACT STL. STEEL — A.F.F ABOVE FINISH FLOOR DS DOWNSPOUT GYP. GYPSUM N.T.S. NOT TO SCALE STOR. STORAGE ALUM. ALUMINUM DWG DRAWING H.C. HOLLOW CASE (N) NEW SUSP. SUSPENDED PLUMBING ARCH. ARCHITECTURAL E EXISTING H.M. HOLLOW METAL M. NUMBER T.C. TIME CLOCK ATH. ATHLETA E.P. ELECTRICAL PANEL BOARD HC. HANDICAPPED NOM. NOMINAL T.O. TOP OF WATER LINE TO LEASE SPACE E E — GC TO MODIFY PER DRAWINGS, SEE MEP FOR REFERENCE. BD. BOARD EA. EACH HDWD. HARDWOOD O.D. OUTSIDE DIAMETER TEL. TELEPHONE SEWER LINE TO LEASE SPACE E E — GC TO MODIFY PER DRAWINGS, SEE MEP FOR REFERENCE. BLDG. BUILDING ELEV. ELEVATION HORIZ. HORIZONTAL ORI OWNER FURNISHED ITEM THK. THICK CONDENSATE DRAIN CONNECTIONS, TRAPS AND G G — BLK. BLOCK ELEC. ELECTRICAL HGT. HEIGHT OPNG. OPENING TYP. TYPICAL PIPING BLKG. BLOCKING EMER. EMERGENCY HR. HOUR OPP. OPPOSITE U.O.N UNLESS OTHERWISE NOTED GAS METER AND MAIN SHUT—OFF VALVE — — — BM. BEAM EQ. EQUAL H.T. HANGER — TIGHT UNIT P.LAM. PLASTIC LAMINATE VERT. VERTICAL WATER METER — — — BOH BACK OF HOUSE E.W.C. ELEC. WATER COOLER HVAC HEATING, VENTILATION, PL. PLATE V.I.O. VERIFY IN FIELD - BOT. BOTTOM F.E. FIRE EXTINGUISHER AIR CONDITIONING PLAS. PLASTER W. WEST GAS PIPING WITH SUPPORTS, DIRT LEGS AND — — — CONSULTANT INFO: BET. BETWEEN F.O. FACE OF I.D. INSIDE DIAMETER PLYWO. PLYWOOD W/ WITH INDIVIDUAL SHUT—OFF VALVES TO EACH HVAC UNIT BW. BARN WOOD F.O.F. FACE OF FINISH INSUL. INSULATION PR. PAIR W/C WATER CLOSET WC-1 WATER CLOSET SEE PLUMBING DRAWINGS FOR MORE INFORMATION G G — CAB. CABINET F.O.S. FACE OF STUDS JT. JOINT PT. POINT W/0 WITHOUT — CER. CERAMIC F/F FACE OF FINISH LAM LAMINATE R. RISER W/R WATER RESISTANT SK-1 SINK SEE PLUMBING DRAWINGS FOR MORE INFORMATION G G CL. CENTERLINE F.R.P. FIBERGLASS REINFORCED LB(S) POUNDS RAD. RADIUS WD. WOOD CLG. CEILING PANEL FINISH LL LANDLORD REG. REGISTERLAV LAVATORY SEE PLUMBING DRAWINGS FOR MORE INFORMATION G G F.R. FIRE RETARDANT L.O.0 LOCATION REQ'D REQUIRED — CLKG CAULKING WT. WEIGHT — 1 CLR. CLEAR F.S. FULL SIZE LT. LIGHT RESIL. RESILIENT EWH-2 WATER HEATER — INSTANTANEOUS ISEE PLUMBING DRAWINGS FOR MORE INFORMATION G G — COL. COLUMN FIN. FINISH MIR. MIRROR RM. ROOM qp WALL ACCESS PANEL SEE PLUMBING DRAWINGS FOR MORE INFORMATION G G — CONC. CONCRETE FIT. RM. FITTING ROOM MAX. MAXIMUM S. SOUTH FCO FLOOR CLEAN OUT SEE PLUMBING DRAWINGS FOR MORE INFORMATION G G — FD FLOOR DRAIN SEE PLUMBING DRAWINGS FOR MORE INFORMATION G G — GENERAL NOTES & ABBREVIATIONS SEE PLUMBING DRAWINGS FOR MORE INFORMATION G G EWC-1 ELECTRIC RICK WATER COOLER — TWO LEVEL ISEE PLUMBING DRAWINGS FOR MORE INFORMATION G G — PROFESSIONAL STAMP: R OV DEFINITIONS: GENERAL NOTES: 4 HB HOSE BIB SEE PLUMBING DRAWINGS FOR MORE INFORMATION G G FURNISH — MEANS SUPPLY AND DELIVER TO PROJECT, FREIGHT ON BOARD TRUCK, UNLESS OTHERWISE DEFINED IN GREATER DETAIL. 1. ITEMS NOT FOUND IN THIS MATRIX ARE To BE PROVIDED BY THE GENERAL CONTRACTOR. _ b TP TRAP PRIMER SEE PLUMBING DRAWINGS FOR MORE INFORMATION G G INSTALL — DESCRIBES OPERATIONS AT PROJECT, FROM INSPECTION AND UNLOADING, TO COMPLETION IN PLACE, READY FOR INTENDED 2. SEE RESPONSIBILITY MATRIX ON GO-2 FOR MORE INFORMATION. USE. 3. HATCHED ITEMS ARE EITHER NOT IN SCOPE OF WORK, OR THEIR RESPONSIBILITY IS TO BE DETERMINED. WHA WATER HAMMER ARRESTERS SEE PLUMBING DRAWINGS FOR MORE INFORMATION G G PROVIDE — MEANS FURNISH AND INSTALL, COMPLETE AND READY FOR INTENDED USE, UNLESS OTHERWISE DEFINED IN GREATER DETAIL. WCO WALL CLEAN OUT SEE PLUMBING DRAWINGS FOR MORE INFORMATION G G — jO N A.C111PIMAN rtA i-r KEY NOTES: — No.3653 �3 GD GARBAGE DISPOSAL SEE PLUMBING DRAWINGS FOR MORE INFORMATION G G — � �;., 1. G.C. TO COORDINATE FINAL LOCATION W BRAND. 12. MUST BE PROVIDED BY A QUALIFIED CONTROLS CONTRACTOR. SEE PROJECT MANUAL & INSTALLATION GUIDE FOR DES PLAINS,IL / FIRE PROTECTION 2. G.C. REQUIRED TO PURCHASE FROM SUPPLIERS WITH WHOM OWNER HAS INVENTORY OR PRICING AGREEMENT. QUALIFICATION AND SUBMITTAL REQUIREMENTS. > 3. G.C. RESPONSIBLE FOR PURCHASE AND DELIVERY. 13. SUBMIT CATALOG DATA (INCLUDING DUCT, FITTING AND SELF SEALING GASKET) INFORMATION FOR REVIEW. ISPRINKLER MAIN TO LEASE SPACE E E — GC TO MODIFY PER DWGS., SEE SHOP DWGS. FOR REFERENCE. 4. G.C. TO COORDINATE SCHEDULE AND DELIVERY WITH SUPPLIER. STANDARD SHIPPING PROVIDED BY ATHLETA. ANY 14. SEE PROJECT MANUAL & INSTALLATION GUIDE FOR DETAILED SUBMITTAL REQUIREMENTS. ISPRINKLER BRANCHES AND LATERAL GRID PIPING G G — GC TO MODIFY PER DWGS, SEE SHOP DWGS. FOR REFERENCE. EXPEDITED SHIPPING COSTS ARE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 15. PROVIDE SUBMITTALS TO MEP ENGINEER AND GAP ENGINEERING FOR ANY EQUIPMENT THAT IS GC FURNISHED. BACK—FLOW PREVENTOR AND FLOW DETECTOR E E — GC TO MODIFY PER DWGS, SEE SHOP DWGS. FOR REFERENCE. 5. ITEM DELIVERY SCHEDULED BY OWNER FOR LAST WEEK OF CONSTRUCTION. 16. SEE DOOR SCHEDULE FOR HARDWARE & DOOR INFORMATION BRONZE UPRIGHT HEADS IN OPEN OR EXPOSED 6. G.C. TO SCRIBE TO FIT 17. SEE LIGHTING SCHEDULE FOR MORE INFORMATION CEILING AREAS G G _ GC TO MODIFY PER DWGS, SEE SHOP DWGS. FOR REFERENCE. ARCHITECT INFO: 7. REFER TO BID INSTRUCTIONS FOR VENDOR NAME AND CONTACT INFORMATION. 18. SEE PROJECT MANUAL & INSTALLATION GUIDE FOR DETAILS, SIZES, AND REQUIREMENTS. 8. ALL FINAL EQUIPMENT WIRING AND EQUIPMENT INSTALLATION BY OTHERS 19. VINYL FLOORING ATTACHED TO SUBSTRATE WITH MANUFACTURER'S RECOMMENDED ADHESIVE 9. NOT USED PAINT NO SUBSTITUTIONS 10. ROUGH—IN BY G.C. Pll PAINT SHERWIN WILLIAMS DOVER WHITE SW 6385, SOLO 100% ACRYLIC INT EXT FLAT A74W00051 c G - Chipman Desi n 11. FOR ROOFTOP UNITS ONLY WHEN LL PROVIDES ROOFTOP UNITS. NOTES: EXTENT OF PAINT TO INCLUDE AREAS Architecture i n c. P1—EG PAINT SHERWIN WILLIAMS DOVER WHITE SW 6385, SOLO 100% ACRYLIC INT/EXT EGGSHELL (A75W00051) G G — 110, s. air„, 1c 1 $u + 400 L: LANDLORD 0: OWNER E: EXISTING G: GENERAL CON TRACTOR/SU BCONTRACTOR P1—MG PAINT SHERWIN WILLIAMS DOVER WHITE SW 6385, MARINE GRADE, DURATION HOME LATEX SATIN (A97WO1251) G G _ BEHIND FIXTURES GOT 947Y298 r6900 ( b47 29E&966 P1—SG PAINT SHERWIN WILLIAMS DOVER WHITE SW 6385, SOLO 100% ACRYLIC INT EXT SEMI—GLOSS A76W00051 G G — SEE PROJECT MANUAL FOR SPECIFICATIONS FOR PRIMER KEYNOTES & DEFINITIONS Z P2 PAINT SHERWIN WILLIAMS CEILING BRIGHT WHITE SW 7007, SOLO 100% ACRYLIC INT EXT FLAT A74W00051 G G — `J HEREBY P2—MG N PAINT SHERWIN WILLIAMS CEILING BRIGHT WHITE SW 7007, MARINE GRADE, DURATION HOME LATEX MATTE c c — MOFFIICEANDUNDERMYSU ERVISIONANDTHATTOTHE BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, FURNISHED INSTALLED A96WO1251 RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR NOTE: GC TO PRIME THIN BRICK PRIOR TO PAINTING. RELATING TO STRUCTURES AND BUILDINGS. ITEM DESCRIPTION BY BY COMMENTS I S 5 00 o I I — 1 G USE SHERWIN WILLIAMS MUL11—PURPOSE LATEX PRIMER. NEW DEMISING WALL STUDS STUDS FOR NEW DEMISING WALL. L LCOVER ENTIRE SURFACE OF BRICK AND LET DRY P12 PAINT SHERWIN WILLIAMS SOAR SW 6799, SOLO 100% ACRYLIC INT/EXT FLAT (A74W00051) G G — OVERNIGHT BEFORE PAINTING BRICK P1 — ISSUE TYPE: P12—MG PAINT SHERWIN WILLIAMS SOAR SW 6799, MARINE GRADE, DURATION HOME LATEX SATIN (A97WO1251) G G — 100% CD CHECKSET 12/12/14 NEW DEMISING WALL GYP BOARD GYP BOARD FOR TENANT SIDE ONLY. G G (E) — GC TO PATCH & REPAIR P12—EG PAINT SHERWIN WILLIAMS SOAR SW 6799, SOLO 100% ACRYLIC INT/EXT EGGSHELL (A75W00051) G G — PERMIT -& BID P13—SG PAINT SHERWIN WILLIAMS SNOWBOUND SW 7004 SOLO 100% ACRYLIC INT EXT SEMI—GLOSS A76W00051 G G — LL APPROVAL I 0 4 o S 0 NEW NEUTRAL PIERS NEW NEUTRAL PIERS AT NEW STOREFRONT. L L SEE A4-0 FOR NEW NEUTRAL PIER LOCATION AND CONSTRUCTION. 0 o C 5 G DRAWN BY: NR/BE P15—SG PAINT SHERWIN WILLIAMS WESTCHESTER GRAY SW2849 SOLO 100% ACRYLIC INT EXT SEMI—GLOSS A97WO1251 A&E JOB NO.: 14-7269 SLAB LEVELING LEVELING OF SLAB IN UNEVEN, DAMAGED OR NON—ADA COMPLIANT G G SEE Al—O FOR AREAS OF SLAB TO BE LEVELED. I S S G 1 2 AREAS OF SPACE. SHEET TITLE: RESPONSIBILITY MATRIX, STUB UPS STUB UP FOR UTILITY SERVICES INTO SPACE. G G SEE Al-0 FOR LOCATION OF UTILITY STUB UPS AND TRENCHING. ROOM FINISH SCHEDULE, & P302 PAINT SHERWIN WILLIAMS WATERBASED TILE CLAD EPDXY COATING, COLOR: "SAFETY RED” SW 4081 — FIELD MIX G G _ ABBREVIATIONS IN LOCAL STORE P303 PAINT SHERWIN WILLIAMS WATERBASED TILE CLAD EPDXY COATING, COLOR: "SAFETY YELLOW" SW 4084 — FIELD G G — MIX IN LOCAL STORE I G SHEET NUMBER: GO - 2 . 1 RESPONSIBILITY MATRIX CONTINUED 2 RESPONSIBILITY MATRIX (MEP) / PAINT FINISH SCHEDULE 1 NOTES: DOUBLE STUD ® SIDES NEW STORE OF OPENINGS N / 1. SEE WALL TYPES FOR TYPICAL ot V.I.F. WALL FRAMING FOR GAUGE OF r B.O. E STRUCTURE STUDS, VERIFY LENGTH, HEIGHT, LOCATION OF BLOCKING PLATE, 20 GAUGE CONT. TRACK TO - GATHLETA MATCH WALL STUD WIDTH (E) STRUCTURE ABOVE N AND NUMBER. CONT FIRE SEALANT EA SIDE o:: r LINE OF CEILING FIRE SEALANT ONLY AT RATED WALLS - DO Y z 2. REQ'D WITH ACCESSORY WHERE OCCURS v o C> NOT SHOW SEALANT FOR NON RATED WALLS MANUFACTURERS. USE #12 SELF F a U w GAP INC. TAPPING SHEET METAL SCREWS 1 LAYER TYPE "X" GYP. BD. Lr_ L WHEN ATTACHING ITEMS TO 12(1) #10-16 SCREW PER m o � o CORPORATE ARCHITECTURE BLOCKING PLATE. BLOCKING PLATE \ // STUD FLANGE, TYP. FASTEN STUD TO RUNNER W/ / 1 HARRISON STREET I(_: (1) #10-16 SCREW PER FLANGE ,-0' A.F.F. 1 - SAN FRANCISCO, CA 94105 3. WALL STUD FLANGES ARE CONTINUOUS AT BLOCKING PLATE. 1/2' DEFLECTION SPACE (DO NOT FASTEN STOP FINISH ATBOH F STORE NO.: 4642 RUNNER, STUDS, OR GYP. BD. TO COMP. TRACK) P. 9A 3 STUD 20 GAUGE CONT TRACK TO G 0 T STORE NAME: B, FRAMING ELEVATION MIN. DOUBLE STUD ® SIDES MATCH WALL STUD WIDTH C WASHINGTON SQUARE OF OPENINGS PROVIDE R-11 BATT INSULATION AT - T METAL STUDS CUT FLANGE & BENDSTORE LOCATION: DEMISING WALLS, TYP. G P o BRACING. ATTACH TO WALL STUDS W/ (2) TRACK ATTACHMENT SCHEDULE FIRE RATED SHEATHING OVER / WASHINGTON SQUARE 0 0 #8-18 SCREWS METAL STUDS AS SPECIFIED 9585 SW WASHINGTON SQUARE RD 20 GA. STUD BRACING MATERIAL OF BUILDING 2 FASTENERS CONTINUOUS METAL BRIDGING SYSTEM, I S I PORTLAND, OREGON 97223 6" - 16 GA CONTINUOUS TO MATCH WALL STUDS. (2) 0.157" DIA HILTI X-UI UNIVERSAL SEE 7/GO-2.2 SPACE # H-10 TRACK BLOCKING ATTACH W/ (3) #8-18 CONCRETE SLAB (60OT125-54) - NOTCH o PAF ® 16" OC (1-1/4" EMBED) AROUND STUDS SCREWS o METAL DECK (2) #10-16 SCREWS ® 16 OC PROD. I.D.: 0000052034 o (2) 0.157" DIA HILT] X-U UNIVERSAL 110, METAL DECK W/ CONCRETE PAF @ 16" OC (1-1/4" EMBED PROTOTYPE DATE: 07/23/14 _ 18 LOW #METAL DECK W/ LIGHTWEIGHT FILL 2 12-14 X 1" HWH TRAXX/2 IN FLOOR ANCHOR PROFILE SCREWS (ZONOLITE, GYPSUM) SUB-DRILLED HOLES PROTOTYPE VERSION 4.0 6B A. BLOCKING PLATE TYPE CONT FIRE SEALANT EA SIDE % - TYPICAL BLOCKING DETAIL SCALE: 9 TRACK ATTACHMENT TO STRUCTURE SCALE: 6B o'—o" " N.T.S. N.T.S. FINISHED FLOOR a 0 a ATTACHMENT SCHEDULE CONSTRUCTION OF E FULL-HEIGHT WALL FASTENERS AT CONT. ANGLE FASTENERS AT BRACING BRICK HILTI X-U UNIVERSAL POWDER BRACING NOT REQUIRED D2 1 HR. RATED FULL HEIGHT WALL W/ 5/8" TYPE 'X' GYP. BOARD ON BOTH SIDES OVER 6" METAL STUDS ACTUATED FASTENERS CMU HILTI X-U UNIVERSAL POWDER BRACING NOT REQUIRED ACTUATED FASTENERS CONCRETE HILTI X-U UNIVERSAL POWDER BRACING NOT REQUIRED (E) WALL ACTUATED FASTENERS 3-5/8" MTL. STUD W/GYP. BD. #12-14 X 1-1/4" TO EACH STUD 3" X 3' X 20 GA. CLIP 20 GA 3 5/8" METAL STUD DIAGONALLY _ ANGLE X 0'-3" BRACING AT 48" O.C. TO STRUCTURE ABOVE > 6" MTL. STUD W/GYP. BD. #12-14 X 1-1/4" TO EACH STUD 2 #8-18 X 1/2" HWH TEKS/2 WOOD #10 X 2'-2"L TO EACH WALL STUD IN BRACE AND TRACK WEBS 16 GA MIN. 2" X 2" CONTINUOUS 20 GA. SUB-DRILLED HOLES METAL CLIP ANGLE ATTACH AT EACH STUD. ATTACHMENT AT TOP OF WALL SCALE: 6A WALL TYPE D - FIRE RATED CONDITION ONLY SCALE: `t CONSULTANT INFO: METAL TRACK (16 GA. MIN) N.T.S. N.T.S. I B.O. DECK/CEILING STRUCTURE / 5/8" GYP. BD. OVER METAL FURRING STUDS. / / f f:t28-11 SEE SCHEDULE 6B FOR ANCORAGE TO NOTE TO GC: B.O. DECK STRUCTURE ABOVE REFER TO TYPICAL WALL SECTIONS ON GO-2.3 AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ON NOTE: 14'-0" A.F.F. MAX. WITHOUT EXISTING WALL FINISHES & CONSTRUCTION. DIAGONAL BRACING WALL-CONSTRUCTION TO BE V.I.F. NOTE TO GC: METAL STUD BRACING @ 48" O.C. - SEE PROFESSIONAL STAMP: REFER TO DETAIL 5 / GO-2.2 FOR METAL STUD SPACING 6" METAL STUD HORIZONTAL BRACING. 6A/GO-2.2 FOR ATTACHMENT SCHEDULE & SIZING INFORMATION. REFER TO A3-0 FOR LOCATION 8 _ NOTE: COUNTER SINK SCREW; PUTTY NOTE TO GC: AND SAND BEFORE PRIME/PAINT. REFER TO DETAIL 9 / GO-2.2 FOR GENERAL BLOCKING VARIES INFORMATION. T.O. WALL JO ;r;A.0111 NIAN 0i FINISHED CEILING PER SCHEDULE I.lo.3 SCALE: Q J-MOLD TOP OF FINISH �i�3 ATTACHMENT AT TOP OF FURRED WALL U z N.T.S. 20 GA. UNPUNCHED METAL TRACK, FASTEN ALSEE RCP m DES PLAINES,1L � BRACING WITH TWO (2) #8 SELF TAPPING B.O. CEILING MTL. STUD FRAMING, TYP. SEE WALL SCREWS (ALSO SEE 6A/GO-2.2) _ SEE RCP LEGEND ON FLOOR PLAN FOR SIZE, T.O. WALL NOTE: REFER TO ELEVATIONS FOR � GAUGE & SPACING PROVIDE R-11 BATT INSULATION AT BASE, PAINT, AND WALL RESTROOM WALLS, U.O.N. STANDARDS. REFER TO ROOM FINISH SCHEDULE FOR WALL CLADDING & ARCHITECT I CONTINUOUS METAL BRIDGING SYSTEM, FINISHED CEILING (VARIES FLOORING. WALL STUD TABLE: SEE 7/GO-2.2 BY LOCATION) 1-1/2" X 3" X 16 GA. CHANNEL CLIP 1/2 SHEATHING OVER METAL STUDS AS Chipman®esign / MAXIMUM WALL SPECIFIED BELOW FINISH AS SPECIFIED A r c h it e c t u r e l n c. ANGLE 1/4" LESS THAN STUD WIDTH, NOTE: REFER TO ELEVATIONS FOR 27CG 3. Niva:r Rr.❑:f. S.�it�i tOC TYP. - ATTACH AT EVERY STUD WITH STUD SIZE SPACING REMARKS BASE, PAINT, AND WALL FURRING STRIP METAL STUD °" " °8"a,' "i 47.2 °°°'b (4) 5/8" #S-12 SCREWS OR 3/4° HEIGHT FLOOR ANCHOR / 6B aa� 29s bvao / 847.298 o4bb STANDARDS. REFER TO ROOM AS SPECIFIED � WELDS IN (3) PLACES10'-0" 362S162-33 16" O.C. FINISH SCHEDULE & GO-2.3 FOR FLOOR ANCHOR 66 WALL SHEATHING & FLOORING. - HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED 16'-0" 362S162-43 16" Q,C, CONCRETE SLAB IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE 3 BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, t i. RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR O,—Q„ 0,-0„ RELATING TO STRUCTURES AND BUILDINGS. 18 -0 362S162-54 16 O.C. FINISHED FLOOR ° FINISHED FLOOR 3/4" 16 GA. COLD-ROLLED CHANNEL I 20 -0 362S162-68 ALT.600S162-33 16 O.C. NOTE: COUNTER SINK NAILmoo ISSUE TYPE: ` ` �� a - LOCATE AT 4'-0" O.C. CONCRETE SLAB PUTTY AND SAND BEFORE S; 100% CD CHECKSET 12/12/14 HORIZONTALLY, OR AS REQUIRED BY ;''.`, 22'-0" 60OS162-33 16" O.C. PRIME/PAINT. PERMIT LOCAL CODE. LL APPROVAL 24'-0" 60OS162-43 16" O.C. Cl PARTIAL HEIGHT WALL W/ FINISHES ON BOTH SIDES OVER 3%" METAL STUDS Al 1%" FURRING STRIPS W/ FINISHES ON ONE SIDE -0 600S162-54 DRAWN BY: NR/BE 26 16" O.C. Fy = 50 KSI C2 PARTIAL HEIGHT WALL W/ FINISHES ON BOTH SIDES OVER 6" METAL STUDS " A&E JOB NO.: 14-7269 28'-0" 600S162-54 16" O.C. Fy - 50 KSI C3 PARTIAL HEIGHT WALL W/ FINISHES ON BOTH SIDES MODULAR PIECES BY VENDOR. GC TO SCRIBE AND ASSEMBLE IN FIELD PER VENDOR INSTRUCTIONS. SHEET TITLE: 30'-0" 800S162-43 16" O.C. C4 DORNOT EXTEND TIAL HEIGHT TIOLTHE CEIL NG.RRE ERIDO A6ED N12.2ETHRU ON A6T 2.41DFOR ADDITIONAL INFORMATIONS. METAL STUDS WALL TYPE DETAILS & NOTE: ALL STEEL TO BE MIN. Fy - 33 KSI U.N.O. C5 PARTIAL HEIGHT WALL W/ FINISHES ON ONE SIDE OVER 3 J" METAL STUDS DESCRIPTIONS STORES IN SEISMIC CATEGORIES D/E/F ALL STUDS TO BE BRACED WITH 150U50-54 COLD ROLLED CHANNEL (CRC) ONLY: PROVIDE CLIP ANGLE(S) + 5'-0"R LESS, 4'-0" O.C. VERT. (BRACING NOT REQUIRED WHEN WALL STUDS ARE SHEATHED AND FEVERY 4'A 0"S AT WALLS GR O TER THAN EACH SIDE W/ MIN. 1/2" GYPSUM BOARD SCREWED AT 12" O.C.) 10'-0" OR AS REQUIRED BY LOCAL CODES. ----- SHEET NUMBER: SCALE: SCALE: SCALE: SCALE: GO - 2 . 2 TYPICAL BRIDGING DETAIL „ 7 METAL STUD CHART 5 WALL TYPE C 3 WALL TYPE A 1 6 = 1 -0 N.T.S. N.T.S. N.T.S. NEW STORE P SEE GO-2.2 FOR BRACING / B.O. DECK SEE GO-2.2 FOR BRACING / B.O. DECK ATTACHMENT AT TOP OF WALL ATTACHMENT AT TOW LL GATHLETA F — I — - - - — 13'-0" i SEE RCP T.O. PLYWOOD b.0. CLUNG V' I I CEILING GAP INC. STRUCTURE Z CORPORATE ARCHITECTURE 3 5/8" MTL STUDS 12'-0" CEILING 1 HARRISON STREET I 0 I AT / " O.C., TYP. T.O. PLYWOOD/ � SERE SEE RCP SAN FRANCISCO, CA 94105 I Y C B.O. FITTING ROOM B.O. FIT STUDIO STORE NO.: 4642 I CEILING SALES AREA CEILING F 1 , W-5 " STORE NAME: I P 5/8 GYP BOARD I ' PAINT AS SPECIFIED WASHINGTON SQUARE I ; 5/8" GYP BOARD STORE LOCATION: PAINT AS SPECIFIED 3/4 PLYWOOD SUBSTRATE INSTALLED BY GC WASHINGTON SQUARE CAP BY VENDOR & B.O. SALES AREA 9585 SW WASHINGTON SQUARE RD SOFFIT INSTALLED BY GC TRIM B3 PORTLAND, OREGON 97223 2 PAINT P1-SG SPACE # H-10 1 5 PAINT AS I tl I � A6-0 3/4 PLYWOOD, PAINT AS FP- 3/4" PLYWOOD, SPECIFIED SPECIFIED " 3/4" PLYWOOD 51— CLEATS 3/4 C CLEATS PROVIDED FW---5—]OVER 3/4" T.O. TRIM/ i 3/4" PLYWOOD. PAINT AS 000BEADBOARD PROJ. I.D.: 0000052034 , t BY VENDOR PLYWOOD SPECIFIED 7'-3" j INSTALLED BY GC, T.O. FITTINGROOMV PANEL 4'-11 1 4" PROTOTYPE DATE: 07/23/14 P ' TYP 1/2" BEAD BOARD rEZ SALES AREA PROVIDED AND INSTALLED BY B.O. TRIM PROTOTYPE VERSION 4.0 I ; GC. PAINT AS SPECIFIED ` I ` ' FITTING ROOM METAL STRUCTURE BOH BOH CORRIDOR AS SPECIFIED 1/2" BEAD BOARD 662 _. WB_5 PROVIDED AND INSTALLED BY EMISI G 3/4" PLYWOOD � GC. PAINT AS SPECIFIED WA L ,t 1 BY GIC I OR 3/4" PLYWOOD SUBSTRATE 1 A { WB 4 AT EDGE OF FEATURE WALL P I i BEYOND INSTALLED BY GC SPECIFIED I P - f I " BB2 PAINT AS D P PFW 1.1 WITH f : LINE OF 4 X 4 POST BEYOND SUPPLIED CLEATS I BY VENDOR & INSTALLED BY GC START BB2 CHANNEL 0,0 I PAINT AS AT TOP OF BASE } SPECIFIED i VINYL BASE B1 BLOCKING BY GC AS F 0o oo ; l t k REQUIRED TO ANCHOR TO g2 PAINT AS SPECIFIED WALL BEHIND i 0 B5 I' WOOD TRIM BY MILLWORK VINYL BASE 61 1 1 VENDOR, INSTALLED BY GC 1 P. 8 W3 W3 1 1 1 ; 1 1 0'-0" CONCRETE SLAB " 1 1 0-1. OPP. 0'-0" —___._ .. _______ ___._ FINISH FLOOR 0-0 1 FINISH FLOOR ._ ---___--- FINISH FLOOR — .. a. ...... ___ .__ a - - - - - - -an a a a a a ° a CONCRETE SLAB ° a d a - d, �. ° a ° - °. CONCRETE SLAB SECT. AT LOWER SALES AREA FEATURE WALL SCALE: 6 SECTION AT BOH / FITTING ROOM WALL SCALE: 4 SECTION AT BOH / CORRIDOR WALL SCALE: AND SOFFIT 1-1/2 = l'-O' 1-1/2 = 1 -0 ,-1/2" = l'-0" 2 CONSULTANT IN oLSEE CF ......... .............. CEILING D P B.O. DECK S 16" SEE GO-2.2 FOR BRACING B.O. DECK NOTE: ATTACHMENT AT TOP OF SEE GO-2.2 FOR BRACING / SEE A6-2.4 FOR WALL " ATTACHMENT AT TOP OF CONNECTION DETAIL 1 13-0 T.O. PLYWOOD WALL CEILING POST AND TRIMS STRUCTURE z SEE RCP PROVIDED BY B.O. FIT STUDIO VENDOR, INSTALLED I z SALES AREA CEILING BY GCZE i F 4.. Y P 9'-2" PROFESSIONAL STAMP: B.O. TOILET CEILING 9'-2" TRIM B2 B.O. TOILET CEILING F F PAINT P1-MG TRIM B2 TVENDOR PROVIDED r WOOD FRAMING INSTALLED BY GC PER PAINT P1-MG VENDOR INSTRUCTIONS. GYP BOARD, MARINE GRADE AT WET WALLS, PAINT P1-MG GYP BOARD, MARINE GRADE--, I No.3653 AT WET WALLS, PAINT P1-MG METAL STUD, "' SPECIFIED, PROVIDED DES PLAINES,°L TRIPAINT PM MG 1 1/2' `Y TRIM 63 AND INSTALLED BY GC PAINT P1-MG r 3/4" PLYWOOD BACKING ' 00 45'-7 1/2" I I " PROVIDED AND INSTALLED ' -- " 1 1 91-2" BY GC, TYP. 00 T.O. TRIM/ _-� �, 5-7 1/2 TRIM B3 BEADBOARD T.O. TRIM ARC C 3 4" PLYWOOD PAINT AS / PAINT P1-SG DIVIDER I C N SPECIFIED BEADBOARD I I I I I RITE T I 0• 00 WALL oe OL 5'-4" 3/4" " I I 5'-2 3/4" TRELLIS oe B.O. TRIM 5—4 1 1 T.O. TRIM/ B.O. TRIM 1 1 ChipmanDe i n i / 5/8° FULL HEIGHT I I BEADBOARD .,\ Architecture Inc. { I t 2700 S. Riv«r +lOq(1. 5Jitu 400 C - GREENBOARD BEHIND 5/8" FULL HEIGHT 1 T $47 29$ 6960 r 847,24$ 69b6 FINISHES. GREENBOARD BEHIND 1 1 4'-11 1 4" `.\ 3/4" PLYWOOD CLEAT _ 1 FINISHES. 1 1 B.O. TRIM PROVIDED BY VENDOR ® SALES INSTALLED BY GC, TYP. PAINT AS AREA 4' P TOILET ROOM I I 1 X 1 WOOD TRIM CORNER I 1 SPECIFIED I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED TOILET ROOM I I PIECE BEYOND- PAINT AS IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE 1 1 SPECIFIED. SEE DETAIL 7/A6-0 I FIT STUDIO I BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, 1/4" CHANNEL BEAD RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR / BOH I I RELATING TO STRUCTURES AND BUILDINGS. FIT STUDIO INSTALL WATER BARRIER -- --- I � ; I o CORRIDOR OVER SHEATHING A MINIMUM INSTALL WATER BARRIER ISSUE TYPE: 100 CD CHECKSET 12/12/14 OF 6" BEHIND THE TILE " OVER SHEATHING A MINIMUM / O BASE AT TOILET ROOM OF 6" BEHIND THE TILE I `. y 'F] PERMIT -L4s'-13t� P I WALLS BASE AT TOILET ROOM I [BB-21PAINT AS i PAINT AS LL APPROVAL P FB-B-21WALLS I I SPECIFIED S I PAINT P1-MG B B 2 i SPECIFIED DRAWN BY: NR/BE 0/4Z VINYL BASE B1 PAINT P1-MG 1 START BB2 CHANNEL ` A&E JOB NO.: 14-7269 �' 1 1 AT TOP OF BASE, TYP. f T a i.. V N OB SEINSTALLED: F A I P. -]BELOW BB2 a I I ®/� W D A SHEET TITLE: D 1 ; BY GC PER VENDORS T-4 BELOW BB2 I I r B2 PAINT AS SPECIFIED .. ' PROVIDED AND i INsrRucTloNs. TYPICAL WALL SECTION INSTALLED BY GC T-3 ON CONTINUOUS MORTAR00 DETAILS BED MATCH HEIGHT OF r- T-3 ON CONTINUOUS MORTAR r- I 1 5 METAL STUD, AS FITTING AREA FLOOR BED MATCH HEIGHT OF r 1 I I CONCRETE FITTING AREA FLOOR 1 1 - A6-3 SPECIFIED PROVI EDSLAB _ F FINISH FLOOR 0'-0" 0'-0" AND INSTALLED BYGCl .�.•:. .:.::..: :r 1 FINISH FLOOR FINISH F e CONCRETE SLAB a, - - -......_ _ ° a._ a = v a a a a... - a CONCRETE SLAB ° ° SHEET NUMBER: SCALE: SECTION AT TOILET ROOM FIT SCALE: SECTION AT FIT STUDIO SALES SCALE: G O 2 . 3 0 SE TION AT TOILET ROOM BOH WALL 1-1 2" = 1'- " 5 STUDIO WALL 1-1/2" = 1'-0" 3 DIVIDER WALL 1-1/2" = 1'-0" NEW STORE ® ATHLETA GAP INC. CORPORATE ARCHITECTURE 1 HARRISON STREET SAN FRANCISCO, CA 94105 STORE NO.: 4642 STORE NAME: WASHINGTON SQUARE STORE LOCATION: DOOR TYPE E - STOCKROOM/ EMPLOYEE/ MANAGER'S OFFICE BY GC WASHINGTON SQUARE ( ) 9585 SW WASHINGTON SQUARE RD DOOR AND FRAME INFORMATION PORTLAND, OREGON 97223 DOOR INFORMATION FRAME INFORMATION I LOCK SPACE # H-10 NOMINAL SIZE (WxHxD) MATERIAL KICK PLATE MATERIAL JAMB HEAD SILL CORE FIRE RATING LABEL T-0" X 7'-0" X 1-3/4" WOOD 1 1 WOOD 11/AO-1.1 11/AO-1.1 - 1 NONE SIMPSON DOOR (OR APPROVED EQUAL) OVATION SERIES - 87516: 3-PANEL, FLAT PANEL, SHAKER MOLDING PAINT P1-SG PROJ. I.D.: 0000052034 COMMENTS: DOOR HARDWARE INFORMATION PROTOTYPE DATE: 07/23/14PROTOTYPE VERSION 4.0 EQ. EQ. QTY. ITEM DESCRIPTION 12" X 17.5" X 1/8" CLEAR 3 HINGES STA FBB179 4.5 X 4.5, 619 FINISH PLASTIC "CERTIFICATE OF 1 CLOSER NORTON 8501XSN, ALUMINUM FINISH, 90 DEGREE HOLD OPEN OCCUPANCY" HOLDER 3 SILENCERS IVES SR66, 619 FINISH @ BOH SIDE 1 KICKPLATE 8"H X 34'W X .05' THICK ALUMINUM KICKPLATE, 630 FINISH, PUSH SIDE ONLY 1 WALL BUMPER DON JO, #1407 2} * DIA. WALL BUMPER, 619 FINISH OR IVES 2,�" DIA. WALL BUMPER WS401CCV-1/2, 619 FINISH - INSTALL ON VIEWER WALL BEHIND DOOR AT SAME HEIGHT AS DOOR KNOB 1 LOCKSET TRILOGY LOCKSET - DL 2700 IC, 626 FINISH, WITH BEST IC 17626 COAT HOOK C o "' 1 VIEWER IVES U698 ONE WAY WIDE ANGLE, 619 FINISH: MOUNT. @ 4'-10" A.F.F. ALUMINUM KICKPLATE---,,,," (AT PUSH SIDE) 1 CLEAR PLASTIC CERTIFICATE HOLDER 12" X 17.5" X 1/8": MOUNT HORIZONTALLY, CENTER @ T-6" A.F.F. 1" DOOR UNDERCUT 1 PRIVACY SIGN SCOTT AP MOLDED PLAQUE 3"x6" CUSTOM "PRIVATE", COLOR: SLATE (VIEW FROM INSIDE BOH) 1 COAT HOOK FH-2 BY OWNER: MOUNT AT 4'-0" A.F.F. INTERIOR OF MANAGER'S OFFICE, BY OWNER DOOR TYPE C - EMERGENCY EXIT (BY GC) DOOR AND FRAME INFORMATION DOOR INFORMATION FRAME INFORMATION LOCK FIRE RATING LABEL NOMINAL SIZE (WxHxD) MATERIAL KICK PLATE MATERIAL 11 JAMB HEAD SILL CORE CONSULTANT INFO: VIEWER T-0" X 7'-O" X 1-3/4' WOOD 1 WOOD 11 2/AO-1.1 2/AO-1.1 - NONE 1HR SIMPSON DOOR (OR APPROVED EQUAL) OVATION SERIES - 87516: 3-PANEL, FLAT PANEL, SHAKER MOLDING PAINT P1-SG "EMERGENCY EXIT ONLY" COMMENTS: 1 GC TO APPLY ATHLETA NAME AND SPACE NUMBER ON EXTERIOR SIDE OF EXIT DOOR; 2 PAINT PER ELEVATIONS SIGN, SEE 12/AO-1.1 DOOR HARDWARE INFORMATION PAINT EXST FRAME TO QTY. ITEM DESCRIPTION MATCH ADJACENT SURFACE 3 HINGES STA FBB179 4.5 X 4.5 NRP, 619 FINISH 1 PANIC PRE FL2103 x 4903A x ALW - HARDWIRED - 619 FINISH: SHOULD ACCEPT BEST 7-PIN CORE PANIC BAR (2-3/4" BACKSET \ 1 CLOSER NORTON 8501XSN, ALUMINUM FINISH, 90 DEGREE HOLD OPEN @ NON FIRE EXIT 1 MORT CYLINDER BEST IE74, 619 FINISH CONDITION) EDGE GUARD (EXTERIOR SIDE 1 RIM CYLINDER BEST IE72, 619 FINISH ONLY) 1 GASKET (SMOKE SEAL) PEMKO S88D17 PROFESSIONAL STAMP: 1 THRESHOLD PEMKO 272A x 36, 619 FINISH (PUSH SIDE) KICKPLATE - 1 VIEWER IVES 0698 626D, 619 FINISH TACTILE HANDICAP SIGN PER 3 SILENCERS IVES SR66, 619 FINISH ICC A117.1, REFER TO GO-1 1 KICKPLATE 8"H X 34'W X .05' THICK ALUMINUM KICKPLATE 619 FINISH, PUSH SIDE ONLY _ 1 EDGE GUARD DON-JO NLP-210 INSTALL ON LATCH SIDE PAINT TO MATCH DOOR AND FRAME (VIEW FROM INSIDE) �T 1 ELECTRIC HINGES STA FBB179 4.5 X 4.5 NRP ETW-4, 619 FINISH ^ No.3653 � 1 WIRING HARNESS STA WH495DcS PLf;IivLS,IL 1 EXIT DEVICE WITH EMPLOYEE OVERRIDE (BOTH SIDES) - APEX 2100, W 1700A TRIM, AND EXIT ALARM KIT: 619 FINISH DOOR TYPE A - ENTRY (DOORS BY VENDOR, HARDWARE BY GC) g DOOR AND FRAME INFORMATION ,lid NOTE TO GC: DOOR INFORMATION FRAME INFORMATION LOCK GC TO FOLLOW TOP JAMB MOUNTING NOMINAL SIZE (WxHxD) MATERIAL KICK PLATE MATERIAL JAMB HEAD SILL CORE FIRE RATING LABEL METHOD FOR DOOR CLOSER, TYP. 1.112 (1) 2 - 3'-0" X 9'-0" X 1 3/4" ALUM. NONE ALUM. SEE SHOPS I SEE SHOPS I SEE SHOPS 2 NONE ARCHITECT INFO: TYP. COMMENTS: MAXIMUM PULL (ADA/ANSI 1171 PRESSURE OF 5 LBS., SEE STOREFRONT SHOP DRAWINGS FOR ADDITIONAL INFORMATION \ DOOR HARDWARE INFORMATION =_, C h l p m a n D e i n Arc hit ectvre inc. GLAZING \ QTY. ITEM DESCRIPTION 27°° :. ""` �'°' , '. `° De= P lair,e,, Jilin ais 6 C 0 18 DOOR T 847.298.6900 F 847,248.5466 `} PULL 4 EA HINGES STA FBB179 4.5 x 4.5 NRP, BRUSHED NICKEL FINISH DEAD BOLT 1 EA LOCKS ADAMS RITE MS-1851-A-3PT M40-86, BRUSHED NICKEL FINISH 2 EA CLOSERS NORTON 8501XSN / HO, BRUSHED NICKEL FINISH w/ 90 DEGREE HOLD OPEN - TOP JAMB MOUNT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED DOOR TYPE H - RESTROOM DOOR (BY GC) ALUMINUM 2 SETS DOOR PULLS ROCKWOOD STRAIGHT PULLS - RM2210 1 1/4" DIA., 24" W/ SQUARE ENDS, BRUSHED NICKEL FINISH IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE ch = BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, KICKPLATE 1 EA 1HANDICAPPED SIGNAGE I SPECIALIZED BUILDERS HDWR 160: 6"X6" ACCESSIBLE DECAL, BROWN RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR DOOR AND FRAME INFORMATION N \ (AT PULL SIDE 6 EA SILENCERS IVES SR66, BRUSHED NICKEL FINISH RELATING TO STRUCTURES AND BUILDINGS. HANDICAP SIGN W/ BRAILLE, ONLY) 1 EA MORT CYLINDER BEST IE74 C181, BRUSHED NICKEL FINISH (GC TO RETROFIT TO ACCEPT 7-PIN CORE) WHITE RAISED LETTERING ON DOOR INFORMATION FRAME INFORMATION LOCK FIRE RATING LABEL � 1 EA THRESHOLD OBE BROWN BKGRND., REFER TO NOMINAL SIZE (WxHxD) MATERIAL KICK PLATE MATERIAL JAMB HEAD SILL CORE Tel ISSUE TYPE: 1AT T.1 FOR POSITIONING T-0" X 7'-O" X 1-3/4" WOOD 1 WOOD 13/AO-1.1 13/AO-1.1 - 1 NONE GC TO FIELD VERIFY HT. ENTRY DOOR PR •/ 100%% CD CHECKSET 12/12/14 AT TOILET ROOMS ONLY ( ) rEA SIGN CLEAR WITH WHITE LETTERS TO READ THESE DOORS TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED"SIMPSON DOOR (OR APPROVED EQUAL) OVATION SERIES - 87516: 3-PANEL, FLAT PANEL, SHAKER MOLDING PAINT P1-SG KICKPLATE 8"H X 34"W X .05" THICK ALUMINUM KICKPLATE, 630 FINISH, PULL SIDE ONLY PERMIT �t-BtB \ � DOOR HARDWARE INFORMATION DOOR & HARDWARE SCHEDULE � LL APPROVAL QTY. ITEM DESCRIPTION DRAWN BY: NR BE 1 LOCKSET W/ INDICATOR BEST 45H7T15H-VIN, 619 FINISH DOOR HARDWARE INFORMATION A&E JOB NO.: 14-7269 3 HINGES STA FBB179 4.5 X 4.5, 619 FINISH COAT HOOK ON INTERIOR EQ' �Q o 1 CLOSER NORTON 8501XSN, ALUMINUM FINISH MARK LOCATION DOOR TYPE PROVIDED BY INSTALLED BY SHEET TITLE: SIDE 1 COAT HOOK FH-2 BY OWNER: MOUNT AT 4'-0" A.F.F. INTERIOR OF TOILET ROOMS, BY OWNER 1 ENTRY TYPE A 0 G 3 SILENCERS IVES SR66, 619 FINISH DOOR/HARDWARE 1 WALL BUMPER DON JO, #1407 2)�" DIA. WALL BUMPER, 619 FINISH OR IVES 23- DIA. WALL BUMPER WS401CCV-1/2, 619 FINISH - INSTALL ON 3 STOCK ROOM / EMPLOYEE AREA TYPE E G G SCHEDULE & 1" UNDERCUT WALL BEHIND DOOR AT SAME HEIGHT AS DOOR KNOB 4 TOILET TYPE H G G LEGEND ALUMINUM KICKPLATE 1 KICKPLATE 8"H X 34"W X .05" THICK ALUMINUM KICKPLATE, FINISH 630, PUSH SIDE ONLY (AT PUSH SIDE) © EXIT TYPE C G G SHEET NUMBER: AO - 1 DOOR & HARDWARE SCHEDULE (CONTINUED) 3 DOOR TYPE LEGEND 1 5/8" GYP. BD. OVER 5/8" GYP. BD. OVER NEW STORE - 3/4" PLYWOOD X 3/4" PLYWOOD 5/8 GYP. BD. OVER AT WALLS WITH GYP. BD. ON ONE SIDE METAL STUDS AT 24" O.C. 3/4" PLYWOOD 3/4" PLYWOOD ONLY PROVIDE BRIDGING. STUDS AS SPECIFIED INTERIOR MALL ENTRY 1" WOOD TRIM, MITER 1 1/4" 0 TOILET SIDE METAL STUDS AT 24" O.C. ® ATHLETA NOTE: COUNTER SINK NAILS; PUTTY AND PLYWOOD, PAINT AS SPECIFIED OVER 3/4" W-3 PLYWOOD AT CORNER �. l�'��i" ���" CORRIDOR ��/� ;' BOH SAND BEFORE PRIME/PAINT. , „ CORRIDOR ' 1 X 4" WOOD TRIM 1" WOOD TRIM ALUMINUM FRAME BEYOND UNDERLAYMENT - i CAULK ALL GAPS WITH CLEAR SEALANT PROVIDE 3/4" /� MITER AT CORNER MITER AT CORNER 7777 / 1X4 WOOD TRIM, ALIGN BB2 PAINT AS SPECIFIED ALUMINUM DOOR, TYP. EXPANSION SPACE 2 X WOOD NAILER 2 X WOOD NAILER WITH WALL FINISH, TYP. GAP INC. BETWEEN EDGE OF AND SHIM �;: ' AND SHIM MITER AT CORNERS START BB2 CHANNEL AT B1 VINYL BASE - SEE ROOM FINISH SCHEDULE FLOORING & ALL WALLS / CORPORATE ARCHITECTURE 1" X 4" WOOD TRIM '/ ;` TOP OF BASE TILE TO MATCH (SEE SPECIFICATIONS 1" X 4 WOOD TRIM i � " 1 HARRISON STREET E MALL TILE FOR ADDITIONAL INFO MITER AT CORNERS %/ +7-0 A.F.F. MITER AT CORNERS /" /' +7-0' A.F.F. ROUGHEN WALL BEHIND VINYL BASE TO INSURE SAN FRANCISCO, CA 94105 O ) B.O. DOOR HEADER B.O. DOOR HEADER B2 PAINT AS SPECIFIED PROPER ADHESION 1"X WOOD HEAD/JAMB; (PER SCHED.) 1X WOOD HEAD/JAMB; (PER SCHED.) %Y.. STORE NO.: 4642 PAINT AS SPECIFIED d PAINT AS SPECIFIED �' 00 � PLYWOOD TO CONCRETE FLOOR 9 1/8' 7 1/8° W-3 OVER 3/4" PLYWOOD 4 STORE NAME: UNDERLAYMENT - PROVIDE �, SEAL PERIMETER WITH SILICONE SEALANT ..........-..........-.......-. 3/4" EXPANSION SPACE %`^'� WASHINGTON SQUARE �H BETWEEN EDGE OF a B FLOORING SPECIFICATIONS WALLS ALL OR / STORE LOCATION: B DOOR HEADER DOOR HEADER SE ADDITIONAL INFO) � �j° ° J WASHINGTON SQUARE 1/2" A.D.A. COMPLIANT ALUM. .---..............._......_............-...-..........---... -.._._.........._._...........-_......._..................--.........-... 9585 SW WASHINGTON SQUARE RD THRESHOLD WITH 1/4" BEVEL - LINE OF B3 LINE OF 63 TRIM, - -- --- - - -- NGP 327 - HALF SADDLE THRESHOLD TRIM, PAINT AS PAINT AS ° PORTLAND, OREGON 97223 SPECIFIED SPECIFIED (E) CONCRETE SLAB (E) CONCRETE SLAB SPACE # H-10 LINE OF GYP. LINE OF GYP. SCALE: OF WOOD WITH 83TRIM LIGN FACE TOILET SIDE ABOVE, PAINT OF WOOD WITH[IM 9 CORRIDOR FACE CORRIDOR ABOVE, PAINT AS SCALE: SCALE: ENTRY THRESHOLD 3"=1'-0" 15 AS SPECIFIED SPECIFIED WOOD BASE AT FIT STUDIO 3" = 1.-0,. 8 VINYL BASE 3" = 1'-0" 4 PROJ. I.D.: 0000052034 NOTE: AT DOOR LATCH, PAINT INSIDE 6B2 NOTE: AT DOOR LATCH, PAINT INSIDE FB_B-21 OF LATCH TO MATCH DOOR JAMB OF LATCH TO MATCH DOOR JAMB 1/4" BEFORE INSTALLING LATCH. DO NOT 1/4 3/4" PLYWOOD BEFORE INSTALLING LATCH. DO NOT FF3/4" PLYWOOD PROTOTYPE DATE: 07/23/14 LEAVE ANY WOOD EXPOSED LEAVE ANY WOOD EXPOSED 2 V_ PROTOTYPE VERSION 4.0 1� %0 1 FF � V_ 3/4" PLYWOOD CLEAT I O - `" FT 31 ON CONTINUOUS MORTAR BED— I I DOOR SHOWN DASHED, TO OCCUR _ � MINIMAL GROUT JOINT @ � TRANSITION STRIP SEE ELEVATION-PAINT AS '�-- '�-- - '� -'� � -�—'k-- >� SPECIFIED j - METAL A TRANSITION STRIP (1/8 MAX.) UNDER THE DOOR STUDS oO /' 1/8" CLEAR ANODIZED ALUM. 3/4" PLYWOOD BACKING DOOR 00 DOOR 1 DIVIDER STRIP I (E) DEMISING WALL o W-3 AS SCHEDULED - ROUTE / 1/2" X 1-3/8" DOOR STOP _ SECTION UNDER BORDER STRIP 65 1/2„ X 1-3/8” DOOR STOP / /, FOR HORIZ LEG OF DIVIDER STRIP W-3 OVER 3/4" PLYWOOD ' '��' � ' - - - ��' METAL STUDS UNDERLAYMENT - PROVIDE 1" WOOD JAMB �% 1" WOOD JAMB 4" I ,1 EXPANSION SPACE -- ----- -- ------ 3/4,. PLYWOOD, _. . BETWEEN EDGE OF FLOORING & ALL WALLS y 3/4" PLYWOOD 1"X4" WOOD TRIM, ALIGN PAINT AS SPECIFIED o <(SEE SPECIFICATIONS FOR LINE OF B3� WOOD BLOCKING WITH WALL FINISH, TYP. AND SHIM BB2 MITER AT CORNERS WOOD BLOCKING (E) CONCRETE SLAB ADDITIONAL INFO) TRIM, PAINT AS BOH AND SHIM1%9 S _....._..._..A...__.._....._._.._._.....__...__._.......__..____.______..._._ SPECIFIED LINE Y O 3/4" PLYWOOD SUBFLOOR a 1"X 4" WOOD TRIM / ' ABOVE, GYP.PAINT CONCRETE SLAB MITER AT CORNERS CORRIDOR AS SPECIFIED 1 1/2" METAL STUD A DOOR JAMB A DOOR JAMB SCALE: WOOD B A WALL 8c 'SCALE: 14 WOOD DOOR HEAD / JAMB 'SCALE: 13 WOOD DOOR HEAD / JAMB SCALE: 11 _ WOOD TO TILE TRANSITION 3" = 1.-D„ 3 CONSULTANT INFO: WOOD COLUMN 3 - 11-10" 3 = l'-O" 3 = 1'-0' _ NOTE: EXISTING 1-HOUR PRIVACY SIGNAGE OPTION EXIT SIGNAGE OPTION DOOR SHOWN IN CLOSED FIRE RATED 1-HR FIRE POSITION WALL CONSTRUCTION RATED WOOD DOOR - FIRE EXISTING FINISHES TO CORRIDOR LABELS SHALL REMAIN GYP. BD. ON METAL STUDS1 11 v F REMAIN VISIBLE z 1" X 2 3/4" WOOD o 9 9 TRIM o o U CUT TO FIT 1-HR FIRE Uj =)STRUCTURAL STUD - ANCHOR a (- TOP AND BOTTOM OR DOUBLE (INTERIOR SIDE ONLY), RATED METAL 1/2" EXISTING WALL / FINISHES FRAME - FIRE 20 GA. STUD z o LABELS SHALL & STRUCTURAL FRAMING U, ,_ PROFESSIONAL STAMP: J BY LANDLORD / REMAIN VISIBLE w Q CLEAR CAULK WOOD BLCK'G CORRIDOR CUT TO FIT . ._..... OF IGN & D00 = 1-HR FIRE RATED METAL INTERIOR ------- ::---------- = nI PAINT METAL � METAL FRAME - FRAME - FIRE LABELS FRAME TO MATCH N J��O:IN A.C 1PNIAN � KNOCK-DOWN DRYWALL 16 SHALL REMAIN VISIBLE M E 4 T WOOD ERIM WOOD TRIM Iti'�.3t�Ss GA. DOUBLE RABBET WITH ITER A N ,3 = •--- (INTERIOR SIDE ONLY) " " 3/4" PLYWOOD ® p , COMPRESSION ANCHORS -- 1 X 4WOOD TRIM 1' / DES-I Alii=S,IL PAINTED AS SPECIFIED 1-HR FIRE RATED WOODMITER AT CORNER Ll FB B72 PAINT METAL FRAME TO INTERIOR SIDE ONLY DOOR - PAINT AS SPECIFIED DOOR - FIRE LABELS I ( ) INTERIOR .0 , SHALL I MATCH WOOD TRIM LINE OF GYP. 3' TO EDGE 1 X 2 3/4' WOOD TRIM CUT ABOVE, PAINT AS �� ,, REMAIN VISIBLE TO FIT (INTERIOR SIDE ONLY), SPECIFIED Z`7' � OF SIGN B DOOR HEADER ALIGN WITH FACE OF 63 I LINE OF ®TRIM, A DOOR JAMB PAINT AS ARCHITECT INFO: UNISEX SPECIFIED SCALE: SCALE: HEAD/JAMB KNOCK DOWN FR. _ " 10 FIRE RATED WOOD DOOR HEAD JAMB 2 p ., ChipmanDesign NOTES \ NOTES 3 - 1 -0 3' = 1 -o' Architecture Inc. 40 2700 S. River k;u:i. S:�iie 46C \ „ „ Des Oto I rtes, it IIn " 6"18 3 1. 12' DIA. x 1/4" THK. BROWN. 1. H. x 9W. x T 847.246.b400 F 8A 7.248.o 4b8 2. 3/4" TALL LETTERING FONT SHALL BE GC TO CUT TRIM AROUND TOILET 1/4" THK. "SANS SERIF" COLOR SHALL BE WHITE. ROOM SIGN & SHIM AS REQUIRED FINISHED W/ 3. CORRESPONDING CONTRACTED GRADE TO CREATE A LEVEL MOUNTING ---- — ------- -- — BROWN. HEREBY CERT�N MY OFFICE IFY THAT THESE PLANS HAVE BEEN PREPARED D UNDER MY SUPERVISION AND THAT TO THE 2 CLEAR RASTER STYLE BRAILLE SURFACE WITH TRIM AT THE 2. COPY READING DOOR EST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, BOTTOM. PAINT AS SPECIFIED PRIVATERULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR FRAME BEYOND APPLIED FIRST RELATING TO STRUCTURES AND BUILDINGS. __- Z SURFACE, � W-3 -- ---- -- FINISHED WHITE. a 3. SIGN MOUNTS - N 1/2- A.D.A. COMPLIANT ALUM. / WITH D/F TAPE. ~ THRESHOLD WITH 1/4" BEVEL - NGP 327 100% CD CHECKSET 12/12/14 4. ADD BLOCKING - HALF SADDLE ADA THRESHOLD PL APPROVAL BEHIND SIGNAGE, ARDEX SLOPE DOWN -- PAINT P1-SG TO TO EXISTING CONCRETE PROVIDE A SLAB 1:48 SLOPE DRAWN BY: NR/BE LEVELED InI A&E JOB NO.: 14-7269 SURFACE WHERE a - / INTERFERING ° SHEET TITLE: WITH DOOR c PANELS ° ZA ° HEAD,LSAMB & THRESHOLD (E) CONCRETE SLAB 1/8" CLEAR ANODIZED ALUM. 3/4" PLYWOOD DIVIDER STRIP SHEET NUMBER: SCALE: SCALE: SCALE: SCALE: AO 1 • 1 WOMEN S/MENS TOILET ROOM AND EXIT SIGNAGE 3/4" = ,'-oii 12 NOT USED _ 9 WOOD TO CONCRETE 3" = 1'-0" 5 NOT USED _ 1 EXISTING SLAB INFILL/PATCH SLAB I EXISTING SLAB NEW STORE #3 AT 18" O.C. W/ 4" MIN. HILTI - HY 200 EPDXY, PER ICC-ES I 91, ESR-3187, SET INTO 'OATH LET A 4" 9" l'-6" MAX 4" EXISTING SLAB EDGE 12' M Xyf Ae MAX. M A . MIN. LONG MINIMUM - - - -- - - - - - - - - - - - GAP INC. CORPORATE ARCHITECTURE F@ F@ 20 —11F _11F SAN III I STORE NO.: TYP TT_7 -7 T7 7-1 - - - -7 -1- --F-1-III 1 1 15 16 17 18 1 T -1- 191 20 22 2 20rt 4642 7 L 11 1 #3 AT 18" O.C. W/ 4" MIN. HILTI STORE NAME: 7 F 200 EPDXY, PER ICC-ES _F ESR-3187, SET INTO EXISTING NOTE: WASHINGTON SQUARE 177 - r TYP H Y LL 1 —0 F7 IF- [I—— I 22 ___I I__ 4- 11 - I__ LL I jr-_7;L T -1 1 SLAB EDGE 12" LONG MINIMUM CONCRETE AT VAPOR BARRIER, LAP & TAPE SEAL k- j111 II II II II II II II II II II II II II II I INFILL/PATCH TO PER MFR. RECOMMENDATIONS TO I TYPI I_ I I _1_ LL I—L FFII II II II II II II II II II II II MATCH EXISTING. REPAIR & MAKE WATER/VAPOR TIGHT. STORE LOCATION: _227�" L L .1 15 16 #3 @ 18" O.C. EACH WAY — WASHINGTON SQUARE f 15 16 17 1�_ I MINIMUM AT INFILL AREA MIN. 3500 PSI L A, 1- 411 1 1 11 1 1 11 1 117 18 11 TYP 9585 SW WASHINGTON SQUARE RD 0 2 4 SCALE: PORTLAND, OREGON 97223 + 19 20 CONCRETE PATCH DETAIL TRENCHING PATCH u rT _i_ T -i - F -i I ITYP T -1 F_ _t -1 II II III II II II II *-A �_ -t -1 J[ 11/211 1'-0" SPACE # H-10 t --I- t -I - t KA --1 22 24 L 15 NOTE: FIXTURES AND CEILING SHOWN F7 7 FOR GRAPHIC REPRESENTATION ONLY. NOTE: r - -I- T -1 - F GC TO OBTAIN NECESSARY APPROVALS AND PROJ. I.D.: 0000052034 All GC SHALL BE RESPONSIBLE FOR SITE PERMITS FOR ALL DUMPSTERS THAT WILL REMAIN t -I t + -1 -s _T OBSERVATION AND EXISTING IN THE REAR PARKING LOT. COORDINATE L 22 711L 17 QUANTITY TAKE OFF. LOCATION OF DUMPSTER WITH LANDLORD. PROTOTYPE DATE: 07/23/14 11= 11=�I=T 7 I TYPI — I — — — — — - — — IF _1TYP _F -1- -4 -A I 3TY P PROTOTYPE VERSION 4.0 IL__ EL ................................................................................................. ±....... ...................................... . ....... ....................... ±......... NOTE: GC TO IMMEDIATELY NOTIFY ARCHITECT OF ANY NOTE: DISCREPANCIES OR HIDDEN CONDITIONS ON SITE GC TO COORDINATE ANY DEMOLITION AND DURING DEMOLITION. CONSTRUCTION HOURS WITH APPROVAL FROM BUILDING OWNER AND REQUIREMENTS/GUIDELINES FROM MUNICIPALITY. NOTE: ALL NEW TRENCHING OR CORE DRILLING AS NECESSARY FOR NEW FIXTURES AND EQUIPMENT WILL BE DONE BY GC. GC IS TO COORDINATE N WITH ARCHITECT FOR ANY DEMOLITION WORK NOT PERFORMED BY LANDLORD. STRUCTURAL ELEMENTS TO REMAIN UNTIL STRUCTURAL SURVEY VERIFIES THEY CAN BE REMOVED. SCALE: DEMOLITION REFLECTED CEILING PLAN 1/8" 11-011 5 1. IT IS THE INTENT IN THESE DRAWINGS THAT THE GC SHOULD CLEAR THE ENTIRE SPACE OF ALL PARTITIONS, FIXTURES, FINISHES, AND SIGNAGE. THE REMAINING SPACE SHOULD CONSIST OF EXISTING PERIMETER WALLS, STRIPPED COLUMNS, CONCRETE FLOOR, GC TO COORDINATE W/ LL STOREFRONT AND EXPOSED UNDERSIDE OF STRUCTURE U.O.N. COORDINATE WITH MECHANICAL DRAWINGS IF ANY EXISTING ELECTRICAL CONTRACTOR FOR EQUIPMENT IS TO REMAIN. (E) SPRINKLER MAINS TO REMAIN. LOCATION OF ELECTRICAL 2. GC SHALL VERIFY FIELD CONDITIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING WITH WORK. SERVICES SLAB 1 3. GC SHALL PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE(S). PROVIDE BRACING OR SHORING AND BE RESPONSIBLE FOR 10.1 142'-9" LINE OF LEASE SAFETY AND SUPPORT OF STRUCTURE(S). ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE, AND OR INJURY. V.I.F. 4. GC SHALL CEASE OPERATIONS AND NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY IF STABILITY OF STRUCTURE APPEARS TO CONSULTANT INFO: BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS 16'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" T 4'-3" 2'-6' RESTORED. o 2 5 5 5 5 5 1 2 5 5. GC SHALL PROVIDE AND MAINTAIN BARRICADES, LIGHTING AND GUARD RAILS AS REQ'D. BY APPLICABLE REGULATORY ADVISORY TO PROTECT OCCUPANTS OF BUILDING, WORKERS, AND PEDESTRIANS. ........... ........... ....... ................................. ...................................................... .................................................................................. ............................... .............................. ...................................... N, t L ——————— b 6. GC SHALL ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION. CD23 1 2� DISCONNECT AND STUB OFF. NOTIFY THE AFFECTED UTILITY CO. AND BUILDING MANAGER IN ADVANCE AND OBTAIN APPROVAL . 1 , ,37g&--/" TYP CD -I — BEFORE STARING THIS WORK. re jil 23 26 TYP 7. HVAC SUBCONTRACTOR TO INSPECT EXISTING CONDITIONS PRIOR TO DEMOLITION AND DETERMINE WHETHER ANY COMPRESSOR \--GTYP (OUTSIDE TYP 31 REFRIGERANT LINES ARE PRESENT THAT MUST BE PROPERLY DRAINED (TO E.P.A. STANDARDS) PRIOR TO DEMOLITION. BARRICADE) 17:11 1 4 �Ej _& 8. GC SHALL PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICE LINES AND CAPPING LOCATIONS Li _j 2 1 L 9 Cn If) (Dj' 7�Typ ON PROJECT RECORD DOCUMENTS. I T 1 14 11 Ui 10 7 1y4" 10'-9Y4 PROFESSIONAL STAMP: __j TYP L�j TYP 9. EXCEPT WHERE NOTED OTHERWISE, GC SHALL IMMEDIATELY REMOVE MATERIALS BEING DEMOLISHED FROM SITE. GC TO COORDINATE TRENCHING 7 13 15 LLJ LIL_ -------------------- rM CD 10. GC SHALL DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK, INCLUDING THAT 11 WITH FIXTURES PLAN REFER TO 8 LLJ Co = REQUIRED FOR CONNECTION TO THE EXISTING BUILDING. PROTECT EXISTING FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBER _j 4' ELECTRICAL DWGS. FOR TRENCH CN __j S, 5'-OY4" T-7Y2" 2 PHASE DEMOLITION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE. 7'- 1:4'-0", O'_9Y4 ly2"I 1 1 SIZE REQUIREMENTS. SEE 6/- FOR CD CN I I NiAN 'r0 /—STYP CONCRETE PATCH INFILL. Qj jOHN A.CHIP 12 11. GC SHALL PERFORM DEMOLITION IN ACCORDANCE NTH APPLICABLE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. CDII -3�4 n 1 6 7 13 15 31 12. GC SHALL REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQ'D., AT NO COST TO THE OWNER. No.3653 GC TO COORDINATE ———­mzzz 0 DES PLAINF,�S,IL L N. 12 TRENCHING WITH PLUMBING 13. BURNING OF MATERIALS ON SITE IS NOT PERMITTED. DWG'S AND FLOOR PLANS 14) 10 14 6 7 13 15 FOR TRENCH SIZE TYP TYP TYP 14. GC SHALL COORDINATE ALL STORE DEMOLITION WORK WITH THE STORE MANAGER SO AS NOT TO DISRUPT STORE OPERATIONS. ".3 REQUIREMENTS. IT Co I I 1 11 1 - 4, 1 23 11 -H I I (INSIDE AREAS OF NEW CONSTRUCTION SHOULD BE CORDONED OFF TO PREVENT DEBRIS AND DUST FROM GOING INTO THE REMAINING 1 141 1 1 11 1 L BARRICADE) SALES FLOOR. ACCESS TO STOCKROOM MUST BE MAINTAINED. /1v Qj -----JL------- -- ---------1-1------------------- - . ............ 15. GC SHALL REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE UPON COMPLETION OF WORK. GC SHALL LEAVE ARCHITECT INFO: 5 1 2 5 N 5 5 5 5 SITE IN A CONDITION ACCEPTABLE TO THE ARCHITECT. 16. FOR STORES WITH SILENT WATCHMAN AND/OR ELECTRONIC ACTIVATION SYSTEM. GC PROJECT MANAGER TO CONTACT GAP LOSS 41'-9Y8" 98'-5Y8" '-6' PREVENTION DURING THE BID PERIOD IN ORDER TO DETERMINE THE CONDITION OF THE EXISTING ALARM SYSTEM AND IF IT ChipmanDesign SHOULD BE REUSED OR REMOVED. Arc h i t e c t u r e Inc . 2700 S. River R-d. $uIt. 400 Das ,i.,Ii.s Ili inn Ix 60016 17. GC TO COORDINATE DISCONNECT OF EXISTING LANDLORD SECURITY SYSTEM PRIOR TO DEMOLITION. 7 84 7 2,8 6900 F 847.198 .966 N 18. GC SHALL BE RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF EXISTING STRUCTURE AND ROOF TO REMAIN. HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED 19. GC IS NOT TO DEMO ANY UTILITIES, LL COMMON ENTITIES SERVICING ADJACENT TENANT OR ANY COMMON SPACE. VERIFY �N MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, ELEMENTS W/ LL PRIOR TO DEMO & PROTECT SUCH ENTITIES DURING CONSTRUCTION RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR RELATING TO STRUCTURES AND BUILDINGS. 2 ISSUE TYPE: DEMOLITION FLOOR PLAN SCALE: 4 DEMOLITION GENERAL NOTES KEY DESCRIPTION KEY DESCRIPTION KEY DESCRIPTION 100% CD CHECKSET 12/12/14 PERMIT 444E)- 0 EXISTING DEMISING WALL _- WALL TO REMAIN U.O.N.; MAINTAIN (E) FIRE RATING SEPARATION, TYP. DOOR/FRAME ASSEMBLY REMOVE & DISPOSE OF (E) DOOR AND FRAME. SPRINKLER - REMOVE & DISPOSE OF ALL (E) SPRINKLER HEADS. RE-ROUTE (E) SPRINKLER LINES FOR LL APPROVAL - s SPRINKLER LAYOUT. SEE FIRE SPRINKLER PLAN FOR MORE INFORMATION E EXISTING WALL FIXTURE DOOR TO BE REMOVED & DISPOSED OF LEASE LINE. 20 EXIT SIGNAGE - REMOVE (E) EXIT SIGNAGE, U.O.N. EXISTING WALL FIXTURE DOOR TO REMAIN DRAWN BY: NR/BE (D STOREFRONT - (E) ALUMINUM STOREFRONT SYSTEM, GLAZING, AWNINGS, SIGNAGE & ENTRY DOORS TO BE TRENCHING - GC TO TRENCH AS REQUIRED FOR (N) CONDUIT @ CASHWRAP BACKWRAP & (N) PLUMBING LINES I/ =3 NOT IN CONTEXT / ADJACENT TENANT A&E JOB NO.: 14-7269 @ @ &) TOILET ROOMS; GC TO FIELD VERIFY ANY UNDER SLAB CONDITION PRI R TO PROCEEDING WITH ANY I REMOVED AND DISPOSED OF. GC TO DEMO STOREFRONT AS INDICATED ON A1-1. GC TO PREP DEMOLISHED AREA TR NCHING, CORING OR BORING WORK IN THE EXISTING CONCRETE SLAB. GC TO COORDINATE WITH LL AS REQ'D. O HVAC REMOVE ALL �E DIFFUSERS, (ESUPPLY REGISTERS, (E) HVAC RETURNS, AND (E) ACCESS PANELS. SEE WHHHHHHH SHEET TITLE: FOR NEW STOREFRONT FINISHES. GC TO COORDINATE ALL TRENCHING WITH FIXTURES PLAN. PATCH CONCRETE PER 6/- 22 MECH. DRAWINGS FOR 11 SCOPE OF DUCTWORK DEMOLITION. HATCH INDICATES TRENCHING/COREDRILL 0EXTERIOR ELEMENTS - (E) MALL WALKWAY TO REMAIN. PROTECT FROM DAMAGE DURING CONSTRUCTION. FURNITURE AND FIXTURES - REMOVE & DISPOSE OF ALL (E) SALES FIXTURES, PLUMBING FIXTURES, FURNITURE, DEMISING WALL - GC TO REMOVE ANY (E) FURRING OR FINISHES AT TENANT SIDE OF WALL ONLY. LEAVE�� PLUMBING TRENCHING DEMOLITION PLANS - @ FITTING ROOMS, SHELVING, AND SUPPLIES, UNLESS OTHERWISE NOTED. DEMISING WALL FINISHES AS-IS. PROTECT FIREPROOFING. (D STRUCTURAL COLUMN - (E) COLUMN TO REMAIN. REMOVE ANY REMAINING FINISHES, FURRING OR SHEATHING, 8 PARTITIONS - REMOVE ANY (E) INTERIOR PARTITIONS AND COLUMN BOX OUTS, UNLESS OTHERWISE NOTED. ROOF - GC TO DEMO ROOF AS REQUIRED FOR ROOF CURBS. SEE MEP & STRUCTURAL DRAWINGS FOR ADDITIONAL PLUMBING STUB UP PROTECT FIRE PROOFING. INFO. GC TO PATCH ROOF WHERE (E) UNITS ARE REMOVED. COORDINATE WITH LL TO MATCH LL ROOF FINISHES. (D EXISTING CONCRETE -(E) CONCRETE SLAB TO REMAIN. GC TO REPAIR & LEVEL SLAB AS REQUIRED. ELECTRICAL EQUIPMENT - REMOVE & DISPOSE OF ALL RECEPTACLES & JUNCTION BOXES AS INDICATED ON 8 ELECTRICAL DRAWINGS. SEE ELECTRICAL DEMO SHEET FOR MORE INFO. OFLOORING - REMOVE & DISPOSE OF ALL (E) PLATFORMS, (E) TILE, (E) CARPET FLOORING, & (E) WOOD FLOORING PLUMBING - (E) PLUMBING FIXTURES, BATHROOM ACCESSORIES, UTILITY TUB, EWC, LAVATORIES AND RELATED ACCESSORIES +++ (E) ACT CEILING TO BE REMOVED UNLESS OTHERWISE NOTED, 6 CEILING - REMOVE & DISPOSE OF (E) GYP. BOARD CEILING OR ACT CEILING AND ASSOCIATED FRAMEWORK TO BE REMOVED. ALL (E) WET PIPES AND SANITARY LINES TO THE MAIN DISCHARGE TO BE REMOVED, CAP OFF AS REQUIRED. OENTRY - REMOVE & DISPOSE OF (E) ENTRY MAT, (E) EAS PEDESTALS, AND ANY OTHER REMAINING EQUIPMENT 17 LIGHT FIXTURES / SUSPENDED SIGNAGE - REMOVE ALL (E) INTERIOR LIGHT FIXTURES & SIGN—AGE U.O.N. REMOVE PREP FLOOR AS REQUIRED TO RECEIVE NEW FINISHES AT EXISTING ENTRY. ALL LE) EXTERIOR LIGHT FIXTURES AT FRONT ENTRY. - SEE ELECTRICAL DEMO SHEET. SHEET NUMBER: 09 BARRICADE - (E) BARRICADE PROVIDED AND REMOVED BY LANDLORD. AFTER REMOVAL OF BARRICADE & PRIOR TO 18 CEILING EQUIPMENT - REMOVE ALL (E) AUDIO SPEAKERS, SUBWOOFERS, CAMERAS, TRAFFIC COUNTERS, AND 27 REMOVE AND DISPOSE OF (E) GYP. BOARD CEILING ABOVE ACT CEILING O)TORIT OPENING, G.C. TO PAPER STOREFRONT INTERIOR WITH WHITE BUTCHER PAPER WITH CLEAR TAPE ON SEAM . ASSOCIATED MOUNTS AND CONDUITS. A1 - 0 DEMOLITION KEYNOTES 3 1 DEMOLITION LEGEND NEW STORE AT H LETA GAP INC. CORPORATE ARCHITECTURE 1 HARRISON STREET SAN FRANCISCO, CA 94105 STORE NO.: 4642 STORE NAME: WASHINGTON SQUARE STORE LOCATION: WASHINGTON SQUARE 9585 SW WASHINGTON SQUARE RD PORTLAND, OREGON 97223 SPACE # H-10 PROJ. I.D.: 0000052034 PROTOTYPE DATE: 07/23/14 PROTOTYPE VERSION 4.0 NOT USED SCALE, 6 NOT USED SCALE: 1/4" - l'-O" 1/4" = 1'-0" (2) 3'-0" X T-O" APPLY GRAPHICS AND TEXT G.0 TO PAINT EXPOSED GYP. BOARD HOLLOW-CORE DOORS WITH NO TO BARRICADE. (SUB- - PAINT PI:M FRAME FOR ACCESS. (WHERE CONTRACTOR SHALL BE OCCURS) EXPERIENCED IN WALL-PAPER INSTALLATION). EO IVFOORS EO, LOGO & TYPE TO BE CENTERED: GC TO COORDINATE BG-1 WITH BARRICADE VENDOR +/-14'-0" A.F.F TOP OF BARRICADE "OPENING SPRING 2015" (E) BARRICADE BY LL. £i 1 d� _ I CONSULTANT INFO: NOTE: GRAPHIC IS TO RETURN ON BOTH SIDES OF THE BARRICADE AS OPENING XXXX 201X AOPENING XXXX 207X 7 'fTA SHOWN ON A1-0, TYP. NOTE: BARRICADE GRAPHIC AND ASSEMBLYT H L ETA A T H L E T A MATERIALS TO BE - 01-O' A.F.F APPROVED BY MALL I TOP OF FINISH FLOOR MANAGEMENT PRIOR TO CONSTRUCTION CONFIRM DIMENSIONS PER SITE SPECIFIC CONDITIONS PROFESSIONAL STAMP: NOT USED SCALE: 5 SCHEMATIC BARRICADE ELEVATION SCALE: N.T.S. N.T.S. 3D C, HN A.C-ll-'lNlAN liA No.?553 ,eq DES PLAINES,IL 0 30'-0" - VIF (E) MALL BULKEAD. PROTECT A�l LINE OF LEASE DURING CONSTRUCTION REMOVE & DISPOSE OF (E) FINISH & REMOVE & DISPOSE OF (E) ADJACENT ADJACENT ATHLETA WALL ATH ETA TENANT ARCHITEC FO: TENANT SIGNAGE rT-- — —7------7---- —T------7---- )_ B.O. MALL BULKHEAD �"� � :. ChipmanDesign Architecture I I I I I I 2700 S. Hivcr £cn:f. S::i Daa Pio(r:ea, ! 6 G0 1S II I I I I I I 7 8A 7.248.>fl00 ( 8A 7,798.SFbb (E) FINISHES TO BE REMOVED & I I I i L _ _ —1 I I I (E) FINISHES TO BE REMOVED & I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED DISPOSED OF UP TO LEASE LINE I I I I I I I I DISPOSED OF UP TO LEASE LINE IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, Ik RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR —————--L-————— —I———tp——————-L—————— RELATING TO STRUCTURES AND BUILDINGS. REASOVE & DISPOSE OF (E) FINISH & WALLS ISSUE TYPE: 100% CD CHECKSET 12/12/14 PERMIT 4e---� I I I REMOVE (E) U CHANNEL & PATCH & LL APPROVAL REPAIR ADJACENT SURFACES I I I I DRAWN BY: NR/BE I I I DID I I I I ( I A&E JOB NO.: 14-7269 i SHEET TITLE: 01-0" MLF. DEMOLITION ELEVATION & I I TOP OF FINISH® FLOORV BARRICADE DETAILS REMOVE & DISPOSE OF (E) REMOVE & DISPOSE REMOVE & DISPOSE OF (E) STOREFRONT ENTRY DOORS AND ALL OF (E) STOREFRONTSYSTEM, TYP. SYSTEM, TYP. ASSOCIATED HARDWARE. SHEET NUMBER: SCALE: SCALE: NOT USED _ 4 DEMOLITION ELEVATION 1/4 1,-O" 1 MATCH DD CC BB AA Z Y EXTERIOR NEW STORE STOREFRONT LI N E ELEVATION 27'-4 3/4" 80'-10 1/2" FITTING- F.O.S. TO F.O.S. 1 F.O.S. TO OUTSIDE FACE OF WB-4 S2ALES AREAAREA 2 AT H LETA 659 SF C5 421 SFA4-0 2 W-3 A6-2 1 W-3 2 1 4 107 A6-0 _ - - - - - - - - GAP INC. NAM] n CORPORATE ARCHITECTURE ' 1 HARRISON STREET SAN FRANCISCO, CA 94105 46 42 10 T C5 I - CM-1.1 3 4 STORE NO.: 23 16'-4 1/2" 32'-2 3/4" 14 6 /2" 32'-9" CM-1.1 , 9 STANDARDS 16 STANDARDS 8 STAN ARDS 17 STANDARDS TYP. A5-0 10 13 21 19 13 20 F.O.S. TO INSIDE 6 8 INSIDE FA OF WB-4 TO 8 WK-1.1 23 13 INSIDE FACE OF WB- TO 19 20 C5 8 STORE NAME: T 14 20 C5 19 FACE OF WB-4 13 23 CM-1.1 WB-4 19 INSIDE FACE OF WB-4 13 C5 WB-4 INSIDE FACE OF WB-4 WB-4 25 WASHINGTON SQUARE 21 ' a o LL 0-2.3 °' N Q ' 0 20 = cc f o Q o> o o LL_ 1 IIII I oQ -� C/) I IYQ r Q `�' `D Q �Y 8RECESSED " 3' 0" STORE LOCATION: O IIII I W-3 TILE TO MATCH I WASHINGTON SQUARE C3 III 4'-10" 8" 3'-O" 4'-O" T-0" cn `Ckf`' (E) MALL TILE _ 9585 SW WASHINGTON SQUARE RD C4 6 ZD C1 III i 13 I PORTLAND, OREGON 97223 1 - o ,� SPACE # H 10 A4-0 IIII w w I z z I T}flOUGH CURB I _ 6 N LL U U O9 Till I A5-1 L" '- T I Q PROD. I.D.: 0000052034 ICD ? W-3 7 1 w IIII - �, ALIGN CENTER OF ENTRY DOORS WITH ,� ® 0 4 14 0 2 ¢ � 3 No � o o PROTOTYPE DATE: 07/23/14 °O m A5-1 I� A5-1 A5-1 CENTER OF FITTING ROOM PASS THRU 3 IIII N � o Z PROTOTYPE VERSION 4.0 A4-3 9 Illlrol d } I I I I I O II I I C4 ' C4 Sop 6 II I I N o 0 113'-8 1/2" 12 LL _ 3 CENTER TO [EIT11 OF STANDARD , E0. EO. 1 A4-0 III I 13 -0 ABOVE CURB I O C3 IIII I -1 21 C4 I I I 8„ 3,_D,. 1,2 IIII " U) 33'-3 3/4' 33 10 A5-0 C1 IIII WK-2.1 Q o 17 STANDARDS 18 STANDARDS , u T Q o F.O.S. TO CENTER OF STANDARD I I CENTER OF STANDARD TO INSIDE FACE OF WB-4 I I T . �_ - - - - - - - - Q, N 1'-5 Co oL ooh Ti.i Al C3 "' UD 8 25 4 STANDARDS 20 � 14 20 23 19 I 13 Al WK-1.1 � I I 13 I 19 20 23 Al I TYP. 1 I C5 WB-4 23 i O O O 19 13 21 1 CM-1.1 CM-1.1 CM-1.1 o 35 1 1 2 1 2 1 2 SALES AREA & FIT STUDIO FLOOR PLAN SCALE: 2 CONSULTANT INFO: 1/4" = 1'-0" EE MATCH ALLPLYWOOD SHEATHING AND 25'-5 3/4" LINE F.O.S. TO F.O.S. BLOCKING TO BE FIRE RESISTIVE. TYP. CORRIDOR-- TOILET THROUGHOUT 125 SE ROOM NOTE TO GC: C5 1 W-3 � 2 SEE GO-2 AND GO-2.1 FOR FINISH LEGEND & ROOM FINISH SCHEDULE FIE PROFESSIONAL STAMP: 2A ROT. _ I- 1- 27 O I 34 I I 5 I A6-3 1-0 T C5 �; '-t- III I I C1 C5 A5-1 10 26 I I TYPE �{.. 16 `I) Z - 29 N - 34 I I tir o 10 J��FlN A.CHIPMA-�N �� KEY DESCRIPTION CODE REF./SHT. KEY DESCRIPTION CODE REF./SHT. "5 - - - "'' L L I - -- - Nc.3653 O 1- - -1 �- \ IIII ® DES FL�IINES IG 1 LEASE LINE O .. 3 - --- - - 4 O2 EXISTING DEMISING WALL, GC TO MAINTAIN EXISTING FIRE RATING 25 THIN BRICK TB-3 OVER 19'-6 1/2" 35 ( I O C3 IIII Pxx/oxx - 26 GC TO ARDEX FLOOR AS REQUIRED TO CREATE LEVEL FLOOR AT REAR DOOR �; F.O.S. TO F.O.S. ( y \ C1 GC TO PROVIDE ATHLETA NAME AND SPACE NUMBER AT EXTERIOR SIDE OF REAR EMPLOYEE � C1 - C1 7 ,. 4 / 27 00 DOOR - U..... ._..... _....._. __._I I 35 TI - - 15 I I- I- - - �_ ARCH EC I 0: I I I G 156 SF 31 35 6 STOREFRONT 3/A4-0 29 CO-1 CO-2 - - I r - \ I LL _i I _ -I 9 III I Chi manDesi n I I� o ST-1 EXIT WHERE NEEDED. I I -I I 4 O IIII Architecture Inc. 7 EAS FINS; ONE ONE EACH SIDE OF ENTRY DOOR FRAME. SEE ELECTRICAL. EAS-1 3/A4-3 F - _ L by y IIIIC =7aa x..�' �o1�. .v 6. ADU O I 15 5-1 a9;.. .,-,g.. �„ %f. '4 ',"eu.. _. .,.,;...� 5c,t�.x`e �."�� v f 'Gslsss9' ,.%l;'�,'sr�„fi°`' d47P248 ryd 1111-1. ' iY 46 6966 O8 FEATURE WALL WOOD FRAMES - 4/A6-O 31 GC TO POUR ARDEX TO LEVEL THE FLOOR FINISHES - 1:48 MAX. SLOPE - I I L �- - 1 -�- - L - - --1 A6-2 32 GC TO USE 1/2" ADA THRESHOLD 15/AO-1.1 1 9O FITTING ROOM C2 C HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED III I f IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE WOOD BASE B2 BY GC WITH BEADBOARD AT FITTING AREA AND CORRIDOR; GC TO A A 2 I % O9 c BEST OF MY KNOWLEDGE THE SAMECOMPIYWITHALLLAWS, 10 SAND ALL TRIM AND BASEBOARDS PRIOR TO PAINTING 62 ( _ 27'-6 1/2" III I RULES,REGULATIONS AND ORDINANCES OFPORTIAND,OR RELATING TO STRUCTURES AND BUILDINGS. 34 GC TO USE 1/2" ADA THRESHOLD 5/AO-1.1 F.O.S. TO F.O.S. ;', II I I N 12 MDF WALL PANEL SYSTEM WITHOUT STANDARDS PFW-2.1 1/A6-0Co 35 WET AREAS TO BE WATERPROOFED AT LEAST 6" UP THE SIDE OF WALLS _ L ISSUE TYPE: O13 CD MDF WALL PANEL SYSTEM W RECESSED 2X MTL STANDARDS SPACES 23.5 O.C. PFW-1.1 A6-0 I 15 IIII 100% CD CHECKSET 12/12/14 & WOOD SHELVING Al o I C1 O C3 IIII PERMIT z9t-BIB 14 MODULAR DIVIDER WALL FINISH KIT PROVIDED BY VENDOR, TO BE INSTALLED BY GC FP-4 A6-2.2MANA�'S IIII LL APPROVAL 15 EXISTING CONCRETE SLAB. BEAD BLAST & SEAL _ AREA/ST=/STOCK. \ —�' DRAWN BY: NR/BE C1 III I AREA I '` `� \ 16 METAL TRANSITION STRIP BETWEEN WD FLOORING & TILE FLOORING 3/AO-1.1 04 3 SF - - - - _ A&E JOB NO • 14 7269 DESCRIPTION P TYPE SHEET TITLE: l F I 1 EXISTING WALL FLOOR PLAN 19 WOOD BASE B5 IN SALES PROVIDED BY VENDOR AND INSTALLED BY GC g-5 GC BUILT WALL w 20 16" SHELF, PROVIDED BY OWNER FURRED OUT WALL BY GC 1 - L A6-4 ' ,- 6iEav �` ...-, .. ,,,��a ,,.,�s,�,-:r i« .�,,.-: h�>��s° ,�'.«.�., ,,..w';i;, N 21 22" SHELF, PROVIDED BY OWNER WALL HATCH LEGEND 1. SEE GO-2 FOR RESPONSIBILITY MATRIX AND FINISH SCHEDULE INFORMATION. SHEET NUMBER: 2. ALL DIMENSIONS ARE FACE OF FINISH TO FACE OF FINISH UNLESS OTHERWISE NOTED. C5 1 2 23 LINE OF SOFFIT ABOVE, W-5 FINISH. 3. SEE GO-2.2 FOR WALL TYPE INFORMATION. A2 - 0 1 4"SCALE,-0., 1 GENERAL NOTES & KEYNOTES 3 B.O.H. FLOOR PLAN / MATCH DD CC BB AA Z Y NEW STORE LINE SOFFIT FIT STUDIO —SALES AREA SOFFIT SALES AREA SOFFIT FP-1-21 Fw_51 W_5 9'-2" 112'-0' A.F.F. � OF B GhATH L E TA 9`11 1/2" OF BEAMS 12'-0" OF BEAMS 12'-0" OF BEAMS 12'-0" OF BEAMS 12'-0" OF BEAM 12'-0" BEAMS 9'-3 112" 51-11, 1 k A6-1 .................. 36 GAP INC. U-i T-O 1/2" TYP. CORPORATE ARCHITECTURE 1 HARRISON STREET 24 SAN FRANCISCO, CA 94105 2'-0" 110, MG-1 LL� LEO., EQ. 10'-0" ,EQ. EQ. 101-01, ,EQ. EQ. -01, LE 0. EQ. 101-01, EQ. EQ. 1 101-01, EQ. EQ.L, ALIGN (TYP) STORE NO.: T-O" 101-011, 0—] n ------ 4642 U 8C 11 9 It TYP.,%V 9 9 qk 9 9 Q . 9 Q 9 9 Q STORE NAME: ......... :----- 6 6 101-01, 0 0 TYP C.D EQ. EQ* WASHINGTON SQUARE 5 OF WINDOW, Cio 2 El 11 P2 TYP. C3 5 El 1 2 24 TRACKS & 1-32 FP-4] TYP. ,/00*7 -I @ TYP. ll'-4" A.F.F. LU MARKETING STORE LOCATION: 21 9'-2" A.F.F. TYP. TYP. TYP. TYP. GRIDS TYP. 5`6" Yp. _A71 - I I 25 TYP. CD WASHINGTON SQUARE TY?p CD n�j 4 9585 SW WASHINGTON SQUARE RD TYP. 2 1 25 1 5 25 0 L PORTLAND, OREGON 97223 LLJ >_ U TYP. TYP. 11-01, TYP TYP. mmmmo==j 9 2 9 1 9 Q Q Q 9 9 9 9 9 9 9 1 9 1� 9 -.1 40 9 0 RECESSED CL Uj LU >_ C3 6 6 ENTRY LU 101-01, 110-o" 6 5`0" N, I/ CD 6 11CEILING 0- cy-) LU LU .0 • FBM-T2 PROJ. I.D.: 0000052034 C:p ClIj TYP. 116=u OOF 12 PROTOTYPE DATE: 07/23/14 C3 2 ENTRY, E EQ. 2 PASS-THRU, PROTOTYPE VERSION 4.0 110 LU EQ. EQ. .1 EQ. EQ. 5 C� 2 TYP. PROCESSING TYP. TYP. TYP[ TYP. TYP. TYP. LU 4'10 TYP. AREA U-i TYP. 23 PENDANTS, "5-- 6 $ .6 0 D AND TRACK 4 5 YP. 25 0 5`6" TYP. LU 20 -17 —7 TYP. TYP. ............ .... ........ TYP. 21 11f2% .......... FN Co I TYP. z (24)-'l f F_P_A� L EQ. TRTER-ABOVE EQ. -------FP�2 TYP. 5 - C LU A.F.F. 4'-8" 4'-E Fm7G-2 19'-2- 2 CASHWRj TYP. TYP TYP. @TYP. r_0 11 IL TYP 0 0 %,/ TYP. QZ_ /Iyp. OF WINDOW T-6" 6. o . I - 1 46 6 6 1 6 6 6 6 TRACKS, & 21 f TYP. C\j MARKETING [EQ. EQ. EQ. GRIDS 10 101-01, 1 101-01, 101-01, zo [E 0. EQ. 1 2 EQ. [EQ.[ I - [E Q. EQ. _(D 11 1 [EQ.., EQ.[ 4-o" 101-01, EQ. C� I , TYP. 4 — TYP. Z-0 24 21 In,_nll - 10 o Typ-�= TYP. .. ........ LU MG 20 I IL .................. 35 ......................... ------------ ............... _F TYP. ......................................­­SOFFIT..._..__...----..._.........._........ . .. 2 —SALES AREA SOFFIT FW_-5 1 Fw--51 O.H. A6-1 SCALE: SALES AREA & FIT STUDIO REFLECTED CEILING PLAN Z_ CONSULTANT INFO: NOTE TO GC: NOTE TO GC: NOTE TO GC: HATCHED FIXTURE INDICATES EMERGENCY LIGHT FIXTURES. PROVIDE NON COMBUSTIBLE MATERIAL EXPOSED WITHIN PLENUM CEILING OR DO NOT WELD, DRILL, SCREW, OR SHOOT INTO LUS STRUCTURE. FIRE RATED BLOCKING AND PLYWOOD WITH FLAME SPREAD INDEX OF NOT USE CLAMPS OR COMPRESSION TECHNIQUES. DO NOT INSTALL SPRINKLER HEADS ON WOOD SOFFIT IN MORE THAN 25 AND SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50 MEN CORRIDOR MANAGER'S AREA TOILET ROOM LINE SALES/FITTING AREA. TESTED IN ACCORDANCE WITH ASTM E-84 OR UL 723RED). MAINTAIN, PATCH AND/OR REPAIR (E) FIRE RATING TO MATCH H. FP-21 ACT-2 P12-MG SOFFIT ACCESS PANELS SHOULD BE PAINTED TO MATCH ADJACENT CEILING GC TO CONTACT LANDLORD ROOFING VENDOR FOR ANY ROOFING COORDINATE WITH LANDLORD. T-2- A.F.F. Fw7-5 SURFACE. MECHANICAL GRILLES / DIFFUSERS SHOULD BE WHITE WORK. 17 1 19'-2* Al 4'-0" 4'-0" SPRINKLER HEAD COVERS SHOULD BE WHITE & FACTORY FINISHED PROVIDE CEILING ACCESS PANELS AS NECESSARY TO ACCOMMODATE Typ 10 ........... ............. ..................... TO MATCH STOREFRONT COLOR AT RECESSED ENTRY (WHEN LL ELECTRICAL, PLUMBING, SPRINKLER AND/ OR MECHANICAL REQUIRED). SERVICES THAT PASS THRU THE LEASED SPACE. PROFESSIONAL STAMP: 1 16 1. ALL CEILING HEIGHTS INDICATED ON PLANS ARE FROM TOP OF FINISH FLOOR TO UNDERSIDE OF FINISH CEILING U.O.N. I KEY DESCRIPTION CODE REF./SHT. EQ. 6'-0" C3 >_ -01 6'-0" EQ. D A b LU 2. SEE A6-1 FOR SUSPENDED GYP. BID. CEILING DETAIL -k�k 12 0 6�v 3. PROVIDE ADEQUATE CLEARANCES FOR FIXTURES, DUCTS, CEILINGS AND RELATED PERTINENT ITEMS NECESSARY TO MAINTAIN -N. O 17" DEEP SOFFIT WITH FE-51 ON FACE 2/A6-O THE SPECIFIED CEILING HEIGHT ABOVE THE FINISH FLOOR. Iq 1 4 * C�7 6 LLI TRACK LIGHT. MOUNT TIGHT TO CEILING. 2/A6-1— 4. ARCHITECTURAL DRAWINGS DETERMINE THE LOCATION OF LUMINARIES AND SUPERCEDES ALL OTHER DRAWINGS U.O.N. 22 1 1 C3 cl: n (YjOHN!�.CHIPMAN -�6 5. SEE ELECTRICAL DRAWINGS FOR FIXTURE MODEL NUMBER. LU A6-1 -6f TYP. TYP. No..3 ;3 (D CEILING MOUNTED UNISTRUT. MOUNT BOTTOM AT 12'-0" A.F.F. A6-5 6. ALL LIGHTING FIXTURES PROVIDED BY OWNER AND INSTALLED BY SUBCONTRACTOR U.O.N. 7. LATERAL BRACING FOR CEILING MUST BE PROVIDED. MERE CEILING LOADS ARE LESS THAN 5PSF AND NOT SUPPORTING OINTERIOR PARTITIONS, CEILING BRACING SHALL BE PROVIDED BY FOUR NO. 12 GA. WIRES SECURED TO THE MAIN RUNNER 14" PENDANT AT CASHWRAP. MOUNT BOTTOM AT 7'-4" A.F.F.COORDINATE EXACT A5-0 LOCATION NTH C SH WRAP BELOW WITHIN 2 INCHES OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE LESS THAN OR EQUAL TO 45 DEGREES FROM THE PLANE OF THE CEILING THESE HORIZONTAL RESTRAINT POINTS SHALL BE 18" PENDANT. MOUNT BOTTOM AT 10'-0" A.F.F. L.0 wn LU 21 PLACED 12 FEET D.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 4'-0" FROM EACH WALL. ATTACHMENT OF THE (D FLUORESCENT UTILITY LIGHT. MOUNT TO BOTTOM OF ACT CEILING AT 13'-0" A.F.F. RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. TYP. 8. ADDITIONAL HANGARS AND SAFETY WIRES FOR LIGHT FIXTURES, SPEAKERS AND AIR SUPPLY/RETURN DIFFUSERS (PER (D—\\ 1 14 1 1 6 LOCAL CODES) TO BE THE RESPONSIBILITY OF THE CEILING SUB-CONTRACTOR. 4_.1 . .......I-. I ........ ................. 22 a 9. PROVIDE ACCESS PANELS AS REQ'D. BY CODE. COORDINATE LOCATIONS WITH ARCHITECT. 1 1 16,-0" 27 TYP. L.0 FITTING AREA RECESSED FLUORESCENT WALL WASHER 5/A6-1 10.ALL GYP. BD. CEILINGS TO BE SMOOTH FINISH & PAINTED U.O.N. N. C3 1 11. ALL MEASUREMENTS ARE TO THE CENTER OF THE FIXTURE U.O.N LU 4 1 + 1 1 12.ALL EXPOSED CONDUITS TO BE MOUNTED TIGHTLY TOGETHER. --1 EQ. Uj 13.TOUCH UP PAINT OF ALL LIGHT FIXTURES, STEMS, & SCREWS AFTER RETHREADING; PAINT COLOR TO MATCH STEM. C3 X� LU CD ChipmanDesign 14.ALL HATCHED SYMBOLS DENOTE EMERGENCY FIXTURE to . -1 i1 Architecture Inc. wxx/ @�j 1 6 0- Cl) 15.GC TO REFER TO PROJECT MANUAL & INSTALLATION GUIDE V4.0 FOR ADDITIONAL INFORMATION. LU >_ 2700 S. R 1.v, S,�I t.,4 C 0 TRACK LIGHT INSTALLED HORIZONTALLY ON INTERIOR WALL SURFACE AT STOREFRONT. AwF'el G MOUNT TRACK 6" ABOVE TOP OF STOREFRONT MULLION. E 817 298 89C0 f &47.29&.4988 12 RECESSED LIGHT FIXTURE AT RECESSED ENTRY - PAINT EXPOSED FIXTURE TRIM TO 3 17 MATCH ADJACENT CEILING SURFACE. 3' OR 4' LENSED EMERGENCY LIGHTING UNIT CONCEALED FIRE SPRINKLER '4(' TYP. HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED @ 4 X 8 CROSS BEAM AT PASS-THRU. B.O. BEAM AT 9'-2" A.F.F. A4-3 0 �N MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE FLUORESCENT UTILITY RECESSED IN CEILING, HEAD BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, LIGHT SEE ELEC. 24'-0" E.C. RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR RECESSED FLUORESCENT 0 UPRIGHT FIRE SPRINKLER __6 RELATING TO STRUCTURES AND BUILDINGS. WALL WASHER VERTICALLY ❑MOUNTED HEAD Llj C3 TRACK LIGHT TRACK LIGHT 0 TRAFFIC COUNTER LU ISSUE TYPE: 16 LINE OF REVEAL AT SOFFIT TRANSITION. 8/A7-1 18" PENDANT LIGHT 0 0 0 CEILING MOUNTED SECURITY C3 (03 - 100% CID CHECKSET 12/12/14 17 6" METAL STUD HORIZONTAL WALL BRACING PORCELAIN SOCKET FIXTURE CAMERAS --&E�- 3/GO-2.2 PERMIT-& 0 14" PENDANT LIGHT - MOUNT ABOVE DOORWAY TYP. LL APPROVAL 18 CEILING SUPPLY AIR ACCESS PANEL - PAINT TO MATCH ADJACENT CEILING SURFACE. COORD W/ MECH. 9/A6-1 2' OR 4' FLOOR MOUNTED REGISTER I— - - --� UNISTRUT L�� FLUORESCENT LIGHT Cp SPRINKLER HEAD, SEE Fl-O FOR FULL SPRINKLER LAYOUT Fl-O EXTERIOR GOOSENECK GRID CEILING RETURN AIR L11 DRAWN BY: NR/BE MARKETING REGISTER 20 WALL WASHER GOOSENECK LIGHT ABOVE STOREFRONT SEE ELEC. LIGHT FIXTURE z AIR CURTAIN -- ----- A&E JOB NO.: 14-7269 ILLUMINATED EXIT SIGN A6-2 16" EXTERIOR WALL @I L Uj LU SHEET TITLE: 21 LIGHT @ FITTING ROOM MIRROR, CENTER OVER FITTING ROOM MIRROR MOUNTED SCONCE TOILET EXHAUST FAN ------ F31 LL 22 RECESSED LIGHT FIXTURE SEE MEP. SCONCE LIGHT AT E) RECESSED CEILING SPEAKER I REFLECTED CEILING PLAN FITTING ROOMS ACCESS PANEL INTERNALLY ILLUMINATED STOREFRONT SIGN - ISSUED UNDER SEPARATE PERMIT SEE ELEC. Efl SURFACE MOUNTED SPEAKER C�- @ - 10" EXTERIOR JELLY JAR iu 24 MARKETING GRID AT STOREFRONT WINDOW. MOUNT AT l'-O" BELOW CEILING. Fm_G_-_l] SCONCE E 11 _7 LINEAR DIFFUSER CEILING FAN N 25 RECESSED SPEAKER, GC TO COORDINATE FINAL LOCATION WITH VENDOR. + RECESSED LIGHT UNIT HEATER (FINISH OF N 26 *Q U5 TYP.) I ±H± RECESSED U TYP TYPE 6 TY4P =, 0 6 LU T C aTyp. TYP' - P. LINE OF REVEAL IN SOFFIT 2/A4-3 [UH] UNIT TO MATCH CEILING STOCK AREA SOFFIT SHEET NUMBER: BLADE SIGN COLOR) FA—CT-21 FW-51 27 PORCELAIN SOCKET FIXTURE. MOUNT 6" ABOVE DOOR FRAME N�q� SCALE: A%]r 0 GENERAL NOTES & KEYNOTES 3 B.O.H. REFLECTED CEILING PLAN NEW STORE CES HEADER SCHEDULE (EXTERIOR NON—LOAD BEARING WALLS) ADJACENT ATHLETA ATHLETA ADJACENT TENANT 30'-0" TENANT ® A T H LETA OPENING HEADER JAMB (6) NOTE: GC TO LEAVE ALL (E) MALL LINE OF LEASE COMMON UTILITIES/ELEMENTS ASIS. EQ. EQ. 0'-0" TO 4'-0" (2) 362S162-43 + MIN (2) 60OS162-54 PROTECT DURING CONSTRUCTION, TYP. (2) STUD DEPTH T150-54 NOTE: GC TO SAND ALL JOINTS IN THIN BRICK TB-5 OVER EXTERIOR SIGNAGE S-1.1 GOOSENECK LIGHT FIXTURE, (E) MALL BULKHEAD ABOVE, GC TO 4'-1" TO 8'-0" (2) 60OS162-68 + MIN (2) 60OS162-68 EXTERIOR TREATED WOOD COMPOSITE TB-4 ELITE PANEL SYSTEM, UNDER SEPARATE PERMIT TYP. CENTER MOUNTING PROTECT DURING CONSTRUCTION AND BUILT UP EXTERIOR GAP INC. PANEL, SMOOTH AND HIDE SEAMS, TYP. PAINT P15-SG PLATE ON OF TRIM. REPAIR AS NECESSARY TREATED WOOD COMPOSITE CORPORATE ARCHITECTURE (2) STUD DEPTH T150-54 � OF LIGHT/PILASTER, TYP. CL OF SIGN, LIGHT PAINT TO LEVEL 5 FINISH OF LIGHT PANEL CORNICE BY GC. GC 1 HARRISON STREET EQ. EQ. AND ENTRY DOOR EQ. EQ. FIXTURE/ TO FILL AND HIDE ALL SAN FRANCISCO, CA 94105 8'-1" TO 12'-0" (2) 800S162-97 + MIN (2) 600S250-68 (2) STUD DEPTH T150-68 3/4" U CHANNEL TO MATCH PILASTER, SEAMS, PAINT . (E), INSTALL AT STOREFRONT TYP. STORE NO.: /� /) 12'-1" TO 18'-0" (2) 1000S162-97 + MIN (3) 60OS250-68 TRANSITIONS PER LANDLORD'S SEAM OF EYEBROW SEAM OF EYEBROW `i- `-I- 2 STUD DEPTH T200-68 REQUIREMENTS 2 1 CHANNEL, CENTER 1 CHANNEL, CENTER ABOVE 3/4" U CHANNEL TO MATCH ( ) ABOVE CORNER CORNER POST, TYP. (E), INSTALL AT STOREFRONT STORE NAME: A41 A41 POST, TYP. T-5 1/4" A4-3 TRANSITIONS PER LANDLORD'S 18'-1" TO 21'-0" (2) 120OS162-97 + MIN (4) 60OS250-68 REQUIREMENTS WASHINGTON SQUARE (2) STUD DEPTH T200-97 14'-6 V4' V.I.F. T.O. GC BUILT CORNICE CFS HEADER SCHEDULE NOTES: T OF EXTERIOR TREATED STORE LOCATION: 1. Web stiffeners not required at each end of headers and sill.. —, — — — — — — — — q �_� _--_ __T._ �_.._, .,___� M �. r—.- r ___�- -.— - ,_ _,_ _�__ _; - - - _ ___._ __;.�,.__ __.�_- - ---�___r__a_�--__,_ — -___ WASHINGTON SQUARE 2. Headers are boxed sections, see details. i" "�i -"i" -"- .__ i.......... ....._. a . I... i.. i ..... :..................: ° NOTE GC TO APPLY PRIMER ON BRICK I 3 ,; :..... i - I........ ..I- .s.................. -...., �.....-. ...I. 1.. ... �.... ; ; � GOOSENECK LIGHT FIXTURES i J............. 1 l .... 1 3. Jambs are back to back sections, see details. & MORTAR BEFORE APPLYING P15 SG . 9585 SW WASHINGTON SQUARE RD 4. Provide same framing for opening sill as shown for header. GC TO MAKE SURE THE BRICKS ARE --1 --- ----1-.-_- - ._ .._ _- ! j - ; - _ _ �_ i ON 9722 _...... ................. .L......... .......,........ _.....s......._............ ..... � I �.... ,.. ..:..1.............r�C.:... _.._.�..........=^T.............:.. ...... .... .:........�.. ._ ___...... ......... ...... ............_...�....... TLAND OR G „ WALL DRIED AFTER PRIMER APPLICATION AND ;_.................... ___..0 . 1.._.. ;.. tIF SIGN L... �I. .._L. .. ...1...-._.... ...__ i .._. .._...T..............._ . _ t . ......... r 5. Schedule applies to 16 0 maximum stud unbraced length (wall height). _.......�_ ......... _ _ __....L....... ..._..L................ ,.. . 1 , ....L..............._.L._. , 1 1_...... 1.....�.. _ _ . _,__i- I T SPACE H-10 , .I i r i I t I I _ _-._ ____. _ __ _ L_ -.� —�- _ _ __. 1_ _ _ --..�_ _ _ 6. Minimum lamb depth shown, actual iamb depth to match stud depth rf larger. WIDTH BEFORE PAINTING, TYP. { iw I i .i. ... ..............._................i_...... ... ... .. .......... .._I...._....._................. ....... ....._.... ..... ........... ....i.. .... ... ....... ........ ....1.... _. ...... ._. .. .:...... ...1.. __.. ..L i.... 3 l_........ i 1 i. 1 1 1 i 1_ 1 i. ... _ ... .. ...... _ . ... DEEP LEG TRACKS 10'-10 V2" A.F.F. 1 .. i I T I I CFS JOISTS TOP OF STOREFRONT -1}-�.__ L PROJ. LD.: 0000052034 . — W CHANNEL ... �_ l_....... ......... - BY VENDOR k L �..... ...T . , ,. \ `.* PROTOTYPE DATE. 07/23/14 _T �� \' 1 - i - PROTOTYPE VERSION 4.0 a_- - - OgLg'-0' A.F.F. ...._.�.......... ............i......_.._.........L ... ... ...�..-I TOP OF DOOR ......... ..............1...........,.........i._.......:._.._ i._._..........:.._.__. .. ,._.__..., ....i...........1....__..____l__ ""...._._.j.......... i._... �. INFILL STUD HEADER SECTION LEASE LINE i^ ' LEASE LINE i 1 k k U CHANNEL TO MATCH (E) PER ) I ..) i ..:..:I_.. I -..�. U CHANNEL TO MATCH (E), + LANDLORD'S REQUIREMENTS i..-- ..... I . .....� �.... (....... � -I PER LANDLORD'S CRIPPLE STUD - � ! - REQUIREMENTS T-0" 4'-3 1/2" 1'-0" 1'-0" 4'-3 1/2" 1'-0" I .....!.._......i.... '-............. , l __,..._.. i DEEP LEG TRACKS ' THIN BRICK TB-5 OVER L ; _._ l __ TB 4 ELITE PANEL SYSTEM, T `.. ... PAINT GUSSET PLATE, 1 . 3 , _ PAINT P15-SG ) EA SIDE ....... CFS JOISTS TRACK PIECE �Tl. 1 1.. N IF OPEN SIDE 3 r �- - o` \ ! ... .. �.. i- _J L .... ......... ....._...__ 1-- �-- .............. ...........s_..... .. ..., + THIN BRICK SOLDIER - + ,� W.....T. .T _ - t.. THIN BRICK SOLDIER + JAMB COURSE ON EXTERIOR ...... 1- .............1.. I -- -- �_ . ,_L__ t__,_ .I____r__ a COURSE ON EXTERIOR , ! HEADER 2'-3 V2" A.F.F. .____.�. .....1...... .. T.O. BRICK AT PILASTER � i. II N THIN BRICK TB-5 OVER ANGLE 1.... I SILL HEADER �--_ -. -- ---, 0 0 i TB-4 ELITE PANEL SYSTEM, OgL 0'-9 1/2' A.F.F. ......i..............:. T T 0 0 0 O 0 PAINT P15-SG T.O. BM-2 AT STOREFRONT CONSULTANT INFO: DEEP LEG TRACKS ,� 0'-O' GUSSET PLATE, FINISH FLOOR EA SIDE -0'-1 1/2• B.F.F. CFS JOISTS FINISH FLOOR OF MALL CORRIDOR WHITE STOREFRONT 0 WHITE STOREFRONT � WHITE BREAK METAL BM-2 POST AT WHITE BREAK METAL M BASE CORNER WHITE BREAK METAL BASE TO MATCH STOREFRONT TO MATCH STOREFRONT + + THIN BRICK TB-5 OVER TB-4 ELITE WHITE BREAK METAL BM-2 BASE + + k NOTE: GC TO USE EDGE CAP CORNER PANEL SYSTEM, PAINT P15-SG TO MATCH STOREFRONT PIECE AT CORNER OF SOLDIER COURSE < CONDITION, COORDINATE W/ VENDOR. INFILL STUD 1'-0 1/2" T-10" T-0" 8'-9" T-0" 1'-10" 1'-0 1/2" Ie ADDITIONAL ANCHORAGE BEYOND PILASTER ROUGH OPENING 9" RECESSED ENTRY g1, ROUGH OPENING PILASTER BEYOND TYP BASE ANCHOR '` @ JAMB NOTE PROFESSIONAL STAMP: ANGLE ALL PLYWOOD SHEATHING AND BLOCKING TO BM-2 POST BM-2 POST BE I Y . BASE TRACK = TEMPERED y iYS JOAN A.C IIPMAN � tT� C 1 SCALE: SCALE: No 365.) � HEADER SCHEDULE 1�2" = 1'-0" 4 STOREFRONT ELEVATION 2 ® DES PL AINES,IL 1/2" = 1'-0" �s ADA THRESHOLD AT ENTRY, SEE 15/AO-1.1 EAS-1 FINS AT EITHER SIDE ARCHITECT INFO: OF ENTRY, TYP. DEMISING WALL STOREFRONT ST-1 AT p -- DOOR FRAME. �' Architecture e c t u r e-?51 t 1'-9 3/4" A€ S. RI fure lne. zsaa s. crY�„ z��:,. s:;irm aoa tlrs P�a(�as, i.i ncts aea,a LEASE LINE MTL. STUD BREAK METAL POST, 7 847.Z58.SGtlJ F 847,298.b9bb CURB EXTEND BM-2 METAL AT DEMISING WALL 4 CORNERS FOR SEAMLESS STOREFRONT ST-1 0 - -- --- -.................. FINISH FLOOR TO CEILING HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED AT RECESSED ENTRY 1'-6 1/4" IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE A4—2 TB 33 OVER TB-4 BM-2 AT STOREFRONT BASE MTL. STUD CURB BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, BRAKE METAL POST 8" RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR SEE 3/A4-2 FOR __-._ M®- AT CORNER OF i CURB INTERIOR AND EXTERIOR U RELATING TO STRUCTURES AND BUILDINGS. DETAIL G CURB.......__......_ RECESSED ENTRY, TYP. I ; 1 3/4" PLYWOOD OVER 1/2" � � -- - --- BELOW BRAKE METAL BM-2 lo PLYWOOD T "' �� ISSUE TYPE: AT INTERIOR BASE I f 100% CD CHECKSET 12/12/14 �.,. OF STOREFRONT _ __�...___.___1___ .__.__. °o � 77 PERMIT M ; LEASE LL APPROVAL I I I LINE DRAWN BY: NR/BE A&E JOB NO.: 14-7269 : J 3 . b '_ " METAL STUD CURB, � �- , SHEET TITLE: LEASE LINE TILE TO MATCH BREAK METAL BASE BM-2 3/4 PLYWOOD BM-2 AT 16" O.C. — STOREFRONT ELEVATION & (17 ADJACENT (E) 9" AT RECESSED ENTRY OVER METAL STUDS STOREFRONT THIN BRICK TB-5 MALL TILE &,e M-2 BASE INTERIOR LEASE LINE ENLARGED STOREFRONT OVER TB-4 ELITE 5 10 AND EXTERIOR 1 PLANS PANEL SYSTEM BAS IN STOREFRONT A4-3 OPP. A4-2 BASE INTERIOR AND HAND A4-3 7'-9 1/2" 1'-6 3/4" EXTERIOR SEE 2/A4-2 FOR MTL. STUD CURB MTL. STUD CURB DETAIL ABOVE CURB SHEET NUMBER: SCALE: SCALE: ' `4 — O ENLARGED STOREFRONT PLAN 1/2" 1.-10,. 3 ENLARGED STOREFRONT AT METAL STUD CURB 1/2" = 1,-Q„ 1 GENERAL NOTES TO GC: NEW STORE GC TO USE EDGE CAP CORNER PIECE AT CORNER OF GC TO INSTALL SLIP TRACK AT THE TOP OF METAL SOLDIER COURSE CONDITION, COORDINATE W/ VENDOR. TYP • STUDS, TYP. WHERE NEW STUDS MEET EXISTING MALL ALL SEALANT, CONTROL JOINTS AND EXPANSION JOINTS TO GATHLETA PARAPET TO MATCH STOREFRONT CONTINUOUS PRESSURE TREATED BLOCKING LENGTH GC TO ALLOW 1/2" MIN. SPACING ATFT—B-41 PANEL SYSTEM OF STOREFRONT TO ALLOW MOVEMENT, EXPANSION AND CONTRACTION OF CONTINUOUS U CHANNEL THE SYSTEM AT ALL INSIDE / OUTSIDE CORNERS GAP INC. - - - ---- GC TO MITER W-5 AND USE CORNER BRICK PEICES AT ALL CORPORATE ARCHITECTURE CORNERS, TYP. 1 HARRISON STREET SAN FRANCISCO, CA 94105 N STORE NO.: 4642 EXISTING STORE NAME: m BULKHEAD WASHINGTON SQUARE 4 _ STORE LOCATION: NOT USED SCALE: � T 3/4" EXTERIOR WASHINGTON SQUARE 6" = 1'-0° TREATED WOOD EXISTING BULKHEAD COMPOSITE TRIM 9585 SW WASHINGTON SQUARE RD PAINT AS SPECIFIED x x — — x x PORTLAND, OREGON 97223 j x x x x SPACE # H-10 THIN BRICK TB-5 14'-6 1/4" A.F.F. V,I.F.) 14'-6 1/4" A.F.F. OVER T -4 ELITE PANEL '; 3/4" PLYWOOD T.O. CORNICE T.O. CORNICE SYSTEM, PAINT P15-SG SHEATHING AS REQUIRED W-5 NAILED AND GLUED PROJ. I.D.: 0000052034 TO PLYWOOD CONTINUOUS PRESSURE TREATED 1 X I I 5/8" GLASSMAT SHEATHING BLOCKING LENGTH OF STOREFRONT, TYPOFI I PROTOTYPE DATE: 07/23/14 j 3/4" LEASE LINE ! _.____._ ..-. BOX HEADER BEAM. PLYWOOD PROTOTYPE VERSION 4.0 REFER TO DETAIL THIN BRICK TB-5 OVER TB-4 ELITE SHEATHING 4/A4-0 PANEL SYSTEM, PAINT P15-SG 13'-7 1/4" ALF 3 1" METAL STUDS, B.O. CORNICE W-5 NAILED 16" O.C., U.N.O. TRACK LIGHT FIXTURE GOOSENECK LIGHT FIXTURE, TYP. AND GLUED CONTINUOUS SEALANT l MOUNTED ABOVE CENTER MOUNTING PLATE ON CL OF — TO PLYWOOD AND BACKER ROD �r TRIM. STOREFRONT THIN BRICK TB-5 �r- 5/8" GLASSMAT SHEATHING - ------'-''- ' - -_` OVER FTB--41 ELITE j -' 3 " METAL STUDS, ii i.. 1x4 BLOCKING ATTACH I 16' O.C. --- S ' I .........._�_........._...;....._... ANGLE WITH #10 FLAT HEAD SELF-TAPPING SCREWS LEASE LINE r (� 16' O.C. I __ 10'-10 1/2" A.F.F. I '.. .._....L.._.... .... x x x x _.L...._.......... B.O. EYEBROW CHANNEL/ I f ATH: A FST-75 EYEBROW CHANNEL BY I _ I � T.O. STOREFRONT VENDOR. INSTALLED BY GC, \kK _. _ _ _... __..._�... .. W-5 MAILED ATTACH PER SHOP DRAWINGS. GC TO-START I_......_... �_:____...._. ...... ....__._.. GC TO MAINTAIN 1/8" WITH FULL PLANK TOLERANCE AT HORIZONTAL FROM, THE EDGECORNICE SECT 0 SCALE: —- --- )----� 6 � .._._ .,_,_,,,,,__.._(T0,„_-PLYWOOD i....__. N DETAIL L I 1 _ I 0/4 DURING INSTALLATION - - - OF THE SOFFIT 3 = 1 -0 , _.. ... ....... .... ......... .......... ..............._...................__...................._._._. MALL CORRIDOR 3/4” PLYWOOD 1 __ _..... ,.__._.. A. ING SHEATHING . .. ....... ........ STOREFRONT ST-1 . ., ......... .L.. ................__;. .___.....__6 318,........ 6° -_" __-__...._.._...:._._ .......-__..._:__._..._.- ._.___ THIN BRICK TB-5 . i W-5 NAILED AND GLUED f �_.. �................... CONTINUOUS BLOCKING ST-1 OVER TB-4 ELITE PANEL L _T_„{ I TO PLYWOOD SYSTEM, PAINT P15-SG �_ _......_.. _ ... ._. ..................._._...._..._.. BEAD OF CAULK WITH CONSULTANT INFO: Z” CLIP ATTACHED ;................._..........................._............................. . ...... _ X X X X I__ .i.. . _� -� TO STOREFRONT �- .._._ ..._......_..._..........._............._._. ._. .... _.. _..........._............. r_._...___._.._..___._ - _ X X X X ` - r-._._. ........l - -..._.. �.. 3 METAL�. _.: __._ ...__ _ " _. -_i:_....._......_ LAT BRACING, - . ...1__.. ..._. .. _. - _......... _..._._.__.. ............. ... .... .. _ ;.._... 3 METAL .. :.. ERAL -�� 5/8' - , 24" O.C. _.... ....................._�...... ...._ _� STOREFRONT SYSTEM ST-1 LATERAL BRACING; _ .___{_..._- HOLD 2..'.......0 ............_....__._...........I... THIN BRICK TB-5 .....__.:-._._. :.i._....._..._.. ..._ �... 2'-3 1/2' A.F.F. . __._._ .............._._..._ ..:. OVER TB-4 ELITE PANEL i i....... _.__... T.O. BRICK PILASTER __ L__. ., . THIN BRICK TB-5 t THIN BRICK TB-5 _. -_.........................__._..__..._._._--_. _-. .. '__._.. SYSTEM, PAINT P15-SG x x x x OVER TB-4 ELITE PANEL SYSTEM, PAINT OVER TB-4 ELITE PANEL x x x x -..-.L....-..- ........ ........................................... 1...... .. I ii rr PROFESSIONAL STAMP: SYSTEM, PAINT P15-SG ___...____._...._.. ____._.__...__.__ i 3 1' METAL ._..._._......_. _.... 1...._._..._....._... ............. .... 1. _ ..._.. . ._.........-. ............... ............................ . BRICK IN SOLDIER .. .... PATTERN AT TOP STUDS, 16" O.C. - -- -.�... ...... . j................... OF BASE, USE i.......... __. OVER METAOOD STOREFRONT ST-1 __...._..._._... ��, (1) 5/8" GLASSMAT - �_ __ __�_ CORNER PIECES SHEATHING OVER METAL . __...._....._.- STUDS __..........._ --..._.. ......_....._......_I......................__._..__' �� --,..........._.._................................_........_..__........_................ � TO RETURN BACK 3J4" PLYWOOD SUDS ASSPECIFIED _.._�._,.___.._.._............_..._.. _�__._�___..._._.__...---i-__.__._ __...___ _ JOHN A.CHIPMAN � SECTION DETAIL AT STOREFRONT SOFFIT SCALE: �..._. .. ___ ... 3 � I THIN BRICK TB-3 OVER TB 4 n ._.__. _........._._..........._............................ 3 = 1 -0 NrLAINE THIN BRICK TB-5 _ SYSTEM AT INTERIOR SIDE OF OVER TB-4 ELITE THIN BRICK TB-3 L PILASTER, DO NOT PAINT - - ...._I..........._.I_...._ __:_._. _........_ _...___ .. DES P S,IL PANEL SYSTEM, OVER TB-4 ELITE] i..._..___..._..._......_..._. ___._.-._. ....... i.... . � PAINT P15 SG P NEL SYSTEM, _ _................................. . LEASE LINE _._.__ ............ ... _ ........ N PAINT. TYP. _:._..._ ,... . �. THIN BRICK T -3 THIN BRICK TB-3 - t I STOREFRONT SYSTEM OVER TB 44 ELITE ; LEASE LINE OVER TB-4 ELITE �-- M._,_,1 _,.. ___ ._ �a�a 5."..... ..................-1".... 1" I 7 PANEL SYSTEM, .. ...... 6' I PANEL SYSTEM - cc MALL CORRIDOR ....T........... THL T ST-1 - i . .._ ...�. NO PAINT, TYP. �- I�A ARCHITECT INFO: ST-1 _...._........:.__. . .. ..__....-.._.... ....NO...PAINT TYP. THIN BRICK TB-5 (2) LAYERS OF 5/8" 1 i _� �_....--_._._. J _ _ I OVER TB-4 ELITE PANEL GLASS MAT SHEATHING �.._._....._. ......_.._'...._ CONT. SEALANT.,,&..,.,.,. MALL CORRIDOR ] ATHLETA SYSTEM, PAINT P15-SG _._._.._....._..__..._. OVER METAL STUDS -- — Chl manesign BACKER ROD (60TH - -� I. ..............__ p AS SPECIFIED THIN BRICK TB55 OVER architecture Inc. SIDES) _... . . _ _ TB-4 ELITE PANEL i E sraa S. nlvor noxa. sin" aoo MALL CORRIDOR --- ........_.... ......... - T Do Ilan 6V00,'847'296 4966 s,:,. : WHITE BREAK. I _ — 1 SYSTEM, PAINT P15-SG ;---- __. ... ... - - .. ..___ ....._............ 1 METAL BASE- BLOCKING BY GC I 3 " METAL STUDS, 16" x x x x ATFLETA i.. O.C. x x x x — - I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED 0'-9 1/2' A.F.F. i I ..... _........__._. �.................._._ ...... u o THE I � � "" BEST OF MY KNOWLEDGE,THE SAME COMPLY�WITHAu LAWS, T.O. CURB -'''-' 3/4'-PLYWOOD MALL CORRIDOR — L — I [ RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR ATHLETA II THIN BRICK SOLDIER COURSE RELATING TO STRUCTURES AND BUILDINGS. WHITE BREAK METAL ON EXTERIOR PILASTER -- - - -- -1 - .. BM-2 AT BASE I I STOREFRONT ST-1 t.. .__. ....L..•. _ ....._.......................___._...................1/2" 'PLYWOOD '� 1'-4" STARTER ANGLE BY I _ -.__,�_�L WHITE BREAK BASE 1 I ISSUE TYPE: 3/4" PLYWOOD i01 5 3/ ' F.O.S. TO F.O.S. THIN BRICK THIN BRICK TB-5 I f METAL TO MATCH -- _ -._._ 100% CD CHECKSET 12/12/14 MANUIfACTURER, OVER TB-4 ELITE PANEL _... ._ .. _1_ 1 PERMIT �BI6- 6" METAL STUD STOREFRONT ,_.._ ........ .. ... . ...........__. ......._..........._ ..._............................ ..... ... ..... INSTA LED BY GC SYSTEM. ON (2) LAYERS I __ 6" METAL STUD CURB, 16" ..... LL APPROVAL CURB, 16" O.C. ; STARTER ANGLE BY GLASSMAT SHEATHING PAINT WOOD FLOORING W-3 THIN BRICK VVti00D P15-SG I ��; .. O.C. - DRAWN BY: NR/BE L_ __ _ _. _.__ INSET TILE TO MATCH (E) - -- - 8„ I MANUFACTURER, FLOORING W-3 ; .................-------'--'-' '-"-j INSET TILE TO MATCH (E) T MALL TILE OVER CURB _..._.............._'. _.. ._.._....._......_..................... 3/4" PLYWOOD, INSTALLED BY GC 3/4" PLYWOOD i I LMALL TILE OVER CONTINUOUS - W-3 WOOD A&E JOB NO.: 14-7269 CONTINUOUS MORTAR BED SUBFLOOR SUBFLOOR FOR FLUSH CONDITION I MORTAR BED FOR FLUSH FLOORING OVER SHEET TITLE, ............._......._._...........(. (E) CONCRETE SLAB W-3 WOOD - _... _.._ .. . ..: .._._..... ..._.. CONDITION �._ 3/4" PLYWOOD 0'-0" A.F.F. 0,-px r. FLOORING OVER j , .1- SUBFL ....... ....... FINISH FLOOR FINISH FLOOR 0'-0" - ---- 3/4" PLYWOOD 0'-0" ENLARGED STOREFRONT -0'-1 1/2" FINISH FLOOR -- SUBFLOOR FINISH FLOOR SECTIONS & DETAILS _ -0'-1 1/2" A.F.F. _ ---- - a v v a J E7 ---- T.O. SLAB-- EXPANSION JOINT � _ _ _ €TE-� - "' - � (E) CONCRETE SLAB G (E) CONCRETE SLAB — — (E) CONCRCT.E' SLAB `� 3 5 r,. 7 SHEET NUMBER: SCALE: SCALE: SCALE: SCALE: A4 - 1 SECTION DETAIL 3„ = 1'-0,. 3 = 1'-0' = 1 AT GLAZING BASE 5 STOREFRONT SECTION AT PILASTER BASE 3 STOREFRONT SECTION AT PILASTER -0' 1 2 STOREFRONT SECTION AT GLAZING ., _ 0'. 1 1' 1 - NEW STORE DEMISING WALL (V.I.F.) GENERAL NOTES TO GC: DEMISING WALL N.I.F.) GC TO USE EDGE CAP CORNER PIECE AT CORNER OF SOLDIER CORSE CONDITION, COORDINATE W/ VENDOR. TYP 3 " MTL. STUD ALL SEALANT, CONTROL JOINTS AND EXPANSION JOINTS TO 3 1" MTL. STUD — GATHLETA FRAMING FRAMING go BE WHITE TO MATCH STOREFRONT THIN BRICK TB-3 THIN BRICK TB-3 � ' U CHANNEL. GC TO OVER TB-4 THIN BRICK TB-3 GC TO ALLOW 1/2` MIN. SPACING AT M PANEL SYSTEM THIN BRICK TB-3 OVER TB-4 I " U CHANNEL. GC TO GAP INC. COORDINATE & EXACT " OVER B-4 TO ALLOW MOVEMENT, EXPANSION AND CONTRACTION OF OVER TB-4 COORDINATE & EXACT LOCATION IN FIELD W/ 3/4 PLYWOOD 3/4' PLYWOOD THE SYSTEM AT ALL INSIDE / OUTSIDE CORNERS 7 , 3/4" PLYWOOD LOCATION IN FIELD W/ CORPORATE ARCHITECTURE (E) ADJACENT TENANT 3/4" PLYWOOD 00 (E) ADJACENT TENANT 1 HARRISON STREET FINISHES 00 3 J" METAL STUD 3 1" METAL STUD FINISHES SAN FRANCISCO, CA 94105 00 FRAMING, 16' O.C. FRAMING, 16" O.C. STORE NO.: 4642 go 1'-2 3/4" T-2 3/4" 1 00 F.F. TO F.F. F.F. TO F.F.00 STORE NAME: go WASHINGTON SQUARE g tj ILt - LINE OF LINE OF I STOREFRONT FINISH STOREFRONT FINISH STORE LOCATION: ABOVE ABOVE WASHINGTON SQUARE Li LLgo 9585 SW WASHINGTON SQUARE RD LZ LL CD PORTLAND, OREGON 97223 10 0 Li SPACE # H-10 5/8" GLASS MAT 5/8" GLASS MAT SHEATHING ALLOW 1/2' GAP 00 go ALLOW 1/2" GAP SHEATHING FOR PANEL g FOR PANEL I PROJ. I.D.: 0000052034 MOVEMENT go _ _ 0 MOVEMENT PROTOTYPE DATE: 07/23/14 � BLOCKING CONTINUOUS BEAD CONTINUOUS BEAD LOCKING = PROTOTYPE VERSION 4.0 BY GC OF SEALANT & OF SEALANT & BY GC d THIN BRICK TB-5 i THIN BRICK TB-5 T Q BACKERROD BACKERROD r Q PAINT 15-S I- ALLOW 1/2' GAP LLOW 1/2" GAP w PAINT 15-S FOR PALL FOR PANEL MOVEMENT MOVEMENT f 1'-6 1/4" 5/8' GLASS MAT 5/8" GLASS MAT 1'-6 1/4" METAL STUDS SHEATHING I LL 'i SHEATHING METAL STUDS o BREAK METAL BM7 BREAK METAL BM-2 _ o THIN BRICK TB-5 ! `n BASE TO MATCH BASE TO MATCH "' I- THIN BRICK TB-5 PAINT 415-SG STOREFRONT STOREFRONT � PAINT 415-SG -_.__...._._._._._......._..._...... -- __.._...._.... - ___....._...------.._.. - ---- ..__....._...._....._._..---..__.._..__.....__..__ --- --._._.._..----------- --.....------------....._._....-----............ _...------- i 5/8" GLASS MAT STOREFRONT SYSTEM STOREFRONT SYSTEM 5/8' GLASS MAT 3 r— 7mMETAL STUD SHEATHING WITH MULLIONS ST-1 WITH MULLIONS ST-1 SHEATHING 3 " METAL STUD FRAMING, 16" O.C. FRAMING, 16" O.C. THIN BRICK TB-5 LEASE LINE (E) MALL FINISH TO (E) MALL FINISH TO� LEASE LINE THIN BRICK B- PAINT 15-S REMAIN AS IS - GC REMAIN AS IS - GC PAINT FS-7 SG TO PROTECT DURING TO PROTECT DURING TILE TO MATCH (E) 11-101, F.F. TO F.F.. TILE TO MATCH (E) CONSTRUCTION CONSTRUCTION F.F. TO F.F. Ir MALL TILE MALL TILE � ENLARGED DETAIL AT PILASTER ABOVE METAL STUD CURB " =SCALE:LE: 4 ENLARGED DETAIL AT PILASTER ABOVE METAL STUD CURB SCALE: CONSULTANT INFO: 3 3, = 1 —o GLASSMAT SHEATHING METAL STUD FRAMING METAL STUD FRAMING GLASSMAT SHEATHING DEMISING WALL (V.I.F.) DEMISING WALL (V.I.F.) joi 10 __lam ` U CHANNEL. GC TO jo 10 U CHANNEL. GC TO PROFESSIONAL STAMP: COORDINATE & EXACT gol I LEASE LINE LEASE LINE COORDINATE & EXACT LOCATION IN FIELD W/ (E) ADJACENT TENANT FINISHES THIN BRICK TB-3 THIN BRICK TB-3 LOCATION IN FIELD W/ OVER TB-4 THIN BRICK TB-3 THIN BRICK TB-3 OVER TB-4 FINISHES � � E ADJACENT TENANT D AI THIN BRICK TB-3 3/4" PLYWOOD OVERB-4 OVER TB-4 3/4" PLYWOOD 1� OVER TB-4 PAINTA , 415-SG 3 1" METAL STUD 3/4" PLYWOOD 3/4" PLYWOOD 3 1" METAL STUD THIN BRICK TB-3 C� JOHN 1-%.CI-11 MAN rO go FRAMING, 16" O.C. FRAMING, 16" O.C. 00 P5ESGT6-4 PAINT I � 53 n AT PILASTER AT PILASTER 00 $0 ® DES PLAINES,1L - .... _..---..__......._............-........-_.v.._-.........--.-.......---...._......_......._.._.............._._.__._.._._................_..-- .._.....-- - - ---._....__. _ ...._._.._..__..__.._........._......._..__....._._..---....._...__..._.._...— _. BREAK METAL BM-2 BREAK METAL IBM 21 ARCHI CT I BASE TO MATCH 6" THIN BRICK TB-3 OVER RIC OVER RIC METAL STUD 6" METAL STUD BASE TO MATCH STOREFRONT CURB, 16" O.C. CURB, 16' O.C. STOREFRONT go 00 THIN BRICK TB-3 GC TO PROVIDE 1/2" MIN. GC TO PROVIDE 1/2" MIN. -- 09 SPACE TO ALLOW FOR SPACE TO ALLOW FOR 00 MOVEMENT OF PALLS 3/4" PLYWOOD OVER 3/4" PLYWOOD OVER MOVEMENT OF PANELS C h i p m a n D e s i g n 1/2" PLYWOOD 1/2" PLYWOOD Arch i#e c#q r e Inc. 2raa S. Rivor aoc. $01. +oa D», riair,"5, li':inols 60016 T 947,298.5400 i 847,299.6966 0 00 Or op F I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE 11 op Cf) F- = BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, o o F- RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR d J Q Q J RELATING TO STRUCTURES AND BUILDINGS. Lu ca � ca N � m f Q Q _j ISSUE TYPE: w Lu cc 100% CD CHECKSET 12/12/14 CD' 'o PERMIT & BIB' LL APPROVAL --2F .001 ---rte 'r, si DRAWN BY: NR/BE (2) LAYERS OF 5/8" GLASS MAT BREAK METAL BM-2 BREAK METAL BM-2 (2) LAYERS OF 5/8" GLASS MAT A&E JOB NO.: 14-7269 T-6 7/8" _- SHEATHING AT PILASTER BASE Z �; BASE TO MATCH BASE TO MATCH z � SHEATHING AT PILASTER BASE T-6 7/8" METAL STUDS w o STOREFRONT STOREFRONT , LL:o METAL STUDS LL: SHEET TITLE: THIN BRICK B-5 OVER J ~ 3/4" PLYWOOD 3/4" PLYWOOD "' w THIN BRICK B-5 OVER ENLARGED STOREFRONT B-4 PAINT 15-SG TB-4 PAINT P1 - G PLANS AND DETAILS 7(2) LAYERS OF 5/8" GLASS MAT N N (2) LAYERS OF 5/8" GLASS MAT SHEATHING AT PILASTER BASE LEASE LINE LEASE LINE SHEATHING AT PILASTER BASE THIN BRICK TB 55 OVER THIN BRICK TB-5 OVER SHEET NUMBER: B-4 PAINT EM 1634 PAINT P15-SG SCALE: SCALE: A4 - 2 ENLARGED DETAIL AT PILASTER AT METAL STUD CURB 3°= 1'-0° 3 ENLARGED DETAIL AT PILASTER AT METAL STUD CURB 3„ _ 1,_on 1 NEW STORE ':.. NOTE: GC TO MITER FW-5I AND ........................._.............._..........__....._.........._........................... METAL STUDS, METAL STUD FRAMING AS SPECIFIED USE THIN BRICK CORNER PIECES AS SPECIFIED `r AT ALL CORNERS, TYP. AT H LETA . . ............... ............I 6j i 5/8" GLASS MAT - GAP INC. 5/8" GLASS MATLEASE LINE CORPORATE ARCHITECTURE SHEATHING W-5 OVER 3/4" ' 1 HARRISON STREET PLYWOOD I SAN FRANCISCO, CA 94105 THIN BRICK TB-5 r GC TO USE FULL OVER FTB-4 FW--5 PIECE AT ALIGN PAINT P15-SG STORE NO.: 4642 SOFFIT CORNER, TYP. 5/8" GLASS MAT 5/8" GLASS MAT SHEATHING GC TO SHIM AS SHEATHING STORE NAME: BREAK METAL AT REQUIRED EYEBROW CHANNEL S 3 �" METAL STUD WASHINGTON SQUARE RECESSED ENTRY CEILING ATTACH PER SHOP DRAWINGS BREAK METAL FBM--21 FRAMING, 16" O.C., U.N.O. CONTINUOUS SEALANT 2° -- -- -- STORE LOCATION: AND BACKER ROD BLOCKING BY GC /" GYP. BD. 1x4 BLOCKING ATTACH WASHINGTON SQUARE (BOTH SIDES) ANGLE WITH #10 1" I'. CEILING, PAINT 1/4" REVEAL/DRIP EDGE TO / AS STp�CIFIED 9585 SW WASHINGTON SQUARE RD ST-1 FLAT HEAD _______.._.".L..._....__._._..__ MALL ATHLETA MATCH BREAK METAL SELF-TAPPING SCREWS BOX HEADER BEAM. I _E PORTLAND, OREGON 97223 BM-2 FINISH REFER TO DETAIL %I SPACE # H-10 @ 16" O.C. e 4/A4-0 SCALE: coNTlNuous SEALANT RECESSED ENTRY CEILING DETAIL 1'-0" = 1'-0" 7 & BACKER ROD AN-3 ANGLE PROVIDED -5 GLUED PROJ. I.D.: 0000052034 W r 9" 01 BY VENDOR BM-2 POST BM-2 CORNER EAS-1 j AND NAILED TO PLYWOOD PROTOTYPE DATE: 07/23/14 EQ. EQ. STOREFRONT ST-5 EYEBROW CHANNEL BY PROTOTYPE VERSION 4.0 POST BEYOND BREAK METAL ST-1 VENDOR. INSTALLED BY GC, 1" 1" BASE BM-2 AT EQ. EQ. 3/4" WIDE NOTCH AT 54" A.F.F. ATTACH PER SHOP DRAWINGS. i / SHE PLYWOOD MALL INTERIOR SHEATHING ATHLETA BY GC FOR EAS WIRING. PAINT GC TO MAINTAIN 1/8" T ALL EXPOSED WIRING TO MATCH I - 5/8" GLA MAT TOLERANCE AT HORIZONTAL I SHEATHIN� STOREFRONT ST-1 ST-1 STOREFRONT DURING INSTALLATION "� ;. �--- -....-------........ - -------------- 3 " METAL STUD ea CONTINUOUS SEALANT AND 10'-10 " A.F.F. FRAMING, 16" O.C. BACKER ROD BOTH SIDES ST-1 AT DOOR JAMB B.O. RECESSED ENTRY CEILING - STOREFRONT ST-1 BREAK METAL ANCHOR EAS FIN BREAK METAL BASE BM-2 8„ BASE BM-2 TO DOOR AND WIRING FOR EAS TO RUN F.F. TO F.F. WINDOW SYSTEM INSIDE DOOR FRAME 2."......._ _................—............_........._._.._._........_......................... -...._ 3/4" PLYWOOD WITH SCREWS AT _ I 6" 3/4" PLYWOOD OVER MIN. 4 PLACES BM-2 OVER 5/8" 1/2" PLYWOOD 5/8" GLASS MAT GLASS MAT .............. ..........................................._......_.............. SHEATHING SHEATHING ...._.............................................. 6" METAL STUD CURB, _ 16" O.C. 3/4" EXPANSION JOINT CONTINUOUS SEALANT & W-3 WOOD FLOORING ....._...._......_.._____._._..._................................_.............._. BACKER ROD TILE TO MATCH (E) ETAL 3/4" PLYWOOD BM2EWRAPPED BREAK MCOLUMN MALL TILE _.,. __....... j .... j _e..._... �..._.. - ,,.............._..._ -At,_.... - EAS PLAN DETAIL 3 SCALE: 6 CONSULTANT INFO: RECESSED ENTRY SECTION SCALE: 9 EQ. BM-2g POST EQ. RECESSED ENTRY SECTION SCALE: 2 3" RETURN BREAK BM-2 AT BASE BELOW METAL AT (TYP) -T-ETIFIF 0- CORNERS FORA SEAMLESS �' a MG-1 FINISH (TYP w NOTE: ALL FOUR - i MG- GC TO USE SINGLE PIECE BREAK CORNERS) oe _ 3, 41„ - METAL FOR THE RECESSED ENTRY 2 PROFESSIONAL STAMP: I CEILING WITHOUT ANY SEAMS 1/2" PLYWOOD BREAK METAL WRAPPED - - - - - - I0 TO ADHERE � 6" COLUMN BM-2. PROVIDE ..; � . \ I BREAK METAL 3 METAL STUD PACK \ I I AND BLOCKING AS REQ'DJ r �I 3 5/8" STUDS �. PACK JOHN A.C�IPMAN � �— — — — J I LINE OF REVEAL BETWEEN T —� 5 10'-10 s LAI METAL EYEBROWM®CHANNEL SOFFIT,BRAKE ._.. ......._� ROT. ( is I I B.O. RECESSED DES p 1I S,IL h SEE 7/- _ �, _ ------ - -- ° I i i ENTRY CEILING pjft Lu I BM-2 AT BASE BELOW -.- - - GC TO INFILL BETWEEN — — — — — RECESSED CAN LIGHT-RIM OF BM-2 AT o ' /a OVER (2) 1/2" PLYWOOD 0 I STOREFRONT AND LEASE /a FIXTURE TO MATCH CEILING PANELS. THESE TWO LINE BASE BELOW 2 9'-0" A.F.F. BRAKE METAL COLOR, TYP. CORNERS ONLY (TYP) _.___...__.-_. ..._.... _.._r _..._ MATCH IADJAC NT MALL TOP OF DOOR TILE / �..._ ARCHITECT INFO: SEE MEPN CORNER POST DETAIL (CURB) SCALE: 10 i 1 ............. ........._ .._. LINE OF EYEBROW g f _IW Chipman Afchitecture Inc, esign CHANNEL ABOVE 1 B -2 POST �" 2700 3. Rive, Rr.u:f. S�it•a 400 x STOREFRONT EQ. EQ. o I_ - .._ W._. ... °", Mlaln"s. ,,. dQO,d CD I EXTERIOR GOOSENECK LIGHT HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED FIXTURE, SEE ELEC. DRAWINGS BM"2 AT BASE BELOW -L... N MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, (TYP) I-- RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR EQ. EQ. � •- RELATING TO STRUCTURES AND BUILDINGS. -10 RECESSED SPRINKLER HEAD TO RETURN BREAK EAS-1 I J MATCH FINISH OF RECESSED METAL AT ENTRY CEILING CORNERS FORA I I ISSUE TYPE: SEAMLESS BREAK METAL WRAPPED 1 WHITE BREAK METAL BM-2 AT ST-1 1 9..° COLUMN BM 2. PROVIDE 1 .E....- 100% CD CHECKSET 12/12/14 FINISH (TYP 6 ......... . . ........_... C3 RECESSED ENTRY CEILING ALL FOUR L - 3 �" METAL STUD PACK _1:::: PERMIT d, o WHITE BREAK METAL— Lu W-5 NAILED AND INTERNALLY ILLUMINATED CORNERS) LL' ST-1 AND BLOCKING AS REQ'D BM-2 WRAPPED COLUMN, L LL APPROVAL GLUED TO PLYWOOD. STOREFRONT SIGN, UNDER ROT. -I GC TO MITER W-5 I SEPARATE PERMIT 1/2" PLYWOOD '` C =.�.. DRAWN BY: NR/BE AT ALL CORNER TO ADHERE / 1-L A&E JOB NO.: 14-7269 CONDITIONS, TYP. I BREAK METAL TO I SHEET TITLE: 3 5/8" METAL AN STUD PACK ST-1 y EXISTING MALL TILE ss. ENLARGED RECESSED I o'-o" ENTRY PLAN AND DETAILS MG- - FINISH FLOOR i O LL MG-1 .. .... BM-2 ST-1 BM-2 AT BASE BELOW I OVER (2) 1/2" PLYWOOD PANELS. THESE BM-2 AT SHEET NUMBER: TWO CORNERS ONLY BASE BELOW (TYP) A4 - 3 ENLARGED RECESSED ENTRY REFLECTED CEILING PLAN SCALE: g CORNER POST DETAIL (ABOVE CURB) SCALE: 5 ENLARGED RECESSED ENTRY PLAN SCALE: 3 ENLARGED RECESSED ENTRY SECTION SCALE: q 1/2" = 1'-0 3" = 1'-0" 1/2" = 1'-0" 1/2" = 1'-0" NOTE TO GC: MATCH NEW STORE INTERIOR BRICK FINISH TO LINE REMAIN UNPAINTED GC TO USE CORNER PIECE BRICK FFP--3 kCC EXISTING DECK BB W-5 AT SOFFIT AA Z EXISTING DECK W-5 AT SOFFIT Y MG-1 GaATH LETA FOR ALL CORNERS. NOTE TO GC: B.O. DECK V.I.F. SEE A2-0 FLOOR PLAN I 28=11 A FOR NUMBER OF GAP INC. STANDARDS, Y . I I I 1 I CORPORATE ARCHITECTURE A6-0 1 HARRISON STREET NOTE TO GC: " SAN FRANCISCO CA 94105 GC TO MITER BEADBOARD - - - - - - - - - - - - - - - - - - - - - - 12— A.F.F. AT ALL CORNERS TYP. rr, .. ,. ;., ,. ,: B.O. SALES AREA STORE NO.: _ _ CEILING r ._.... ____— __. _._ _-- _.._._.___ _____ _ __ __ __�. 4642 _ _...... _..- . _ _. - — -- _. ___ _ _ -- _ -.__ _.- „ .... 10-10 1 2 A.F.F. _..................... ...... . ................ ................. .... ...................... ... ......_.. ........_.._. __ ..................................... ..........._..----_.... ..._........ __ ....... _ _..-_. ......... _.-_ . ... ...._ .......... .. ...... _.. .................. _... _ ._ .. . ........._.....__ ._- ....................... ...... _...... ........_._. _......__ .._ .. - I --.. ...... I. . ... .... . ....... .. . . .... _ ,.._.. _ _L. ... ...... _.._ I T.O. STOREFRONT �' STORE NAME: .... ........ . __.. .._ _ ... -..... ._........ ........-. ..... ..... ... ......... .... _.... __. ...... .. ......_ _ _ .. ........ ... ..... ..._.............. ----........._ ... ..__......_._........ ._._.__....................... ............_...._.............- _....................--.-- - ..... _ ._......------ ..:....._......._........... ......-_.............._.. . ......._ - -_.___—_ ___.___-_ _.__ _____ _ ... _ _ ._.... _. ._._.__ __.._....._.___.__..-._ ______ _ ___. — .._._____.___._ ____._ _ _____._ _________._ ._._.�.__ __ _ ___._. _----..__...._ ____...__..__- ---..__....__.__ _ _._..__.._._ .._..-_._____ _ „ _ .__ _ _-_.___. __ ._ __. ____________ ________._ _______. __-_.__ __ _ _ ___ WASHINGTON SQUARE ......_... ..................... ...... ... _. . _ ......... .__._...... ....... .:.. . ._... _..._._--..... ... . ........... ... ......... . _............_: . ._ :.... . . _... ---..... .._............._.. __... .. _ - I � � I B 0 SALE AREA S OFFIT STORE LOCATION: II V 7 3 6'-s_jj2" A.F.F. WASHINGTON SQUARE X\ I I I T.O. STANDARDS 9585 SW WASHINGTON SQUARE RD PORTLAND, OREGON 97223 ■ I ! SPACE # H-10 I l ° i PROJ. I.D.: 0000052034 71 , If Am 0'-0�" A.F.F. PROTOTYPE DATE: 07/23/14 ( _ - - - - - - - - - - - - - FINISH FLOOR' PROTOTYPE VERSION 4.0 BB2 FP-4 CM-1.1 B5 PFW-1.1 CM-1.1 w5l'�WB-4 65 PFW-1.1 G-5.3 WB-4 B5 WK-1.1 B5 PFW-1.1 CM-1.1 WB-4 B5 TB-3 Iw P1-SG P1-SG P1-SG P1-SG BUILDING SECTION SCALE: 3 1/4" = 1'-0" MATCH MATCH LINE LINE 5 A6-1 EXISTING DECK P1-EG EE P1-EG DD W-5 AT SOFFIT Fp_3 FP-3 G-5.3 W-5 AT SOFFIT FP-2 DD /I TYP. I 10 I I A7-1 r r ...- - _ .............. _:r...._......... r r ..........__. 12'-0" A.F.F. ......._... .......----. _.......... ..... ----._ .... B.O. CEILING ........._... _..... .... ._. .._..._ ......_r. - _._.._ _ . _ ....... ...................... _. . ..... ............. .......... . __ _..._.:_ _ _ __ ....... _._..._.. _..... _... --- .... .............__._._. .._ ..........._...... ....................._............_. ..._..__.......................... .....__._._............... ..._...._..........._....._... ...... -_.-.:_.._-- _...._._:__........:.... --------_. _..._........: .......__ ----.. --- - _.._.... .....-- - .__.._...._. ---------- 9'-2" A.F.F. r f _. ._... .... -- 9'-2' A.F.F. . CONSULTANT INFO B.O. CORRIDOR B.O. FITTING ROOM CEILING I SOFFIT II ' I )i E i ? I { ( D : , t I ........-- --- ------ -- - ----- 1---- j 1 I i I i I I I -- _- _....._ i c ob ¢OFPROFESSIONAL STAMP: `r FINISH FLOOR ( FINISH FLOOR 62 NJ B3 FP-3 65 PFW-1.1 . FP-3 CK-2 FP-3 BB2w P1-SG P1-SG `4 TYP. TYP. TYP. N N B5 PFP SG A7-1 TYP. TYP. �� SCALE: SCALE: 8� JOHN A.CHIPMAN �� BUILDING SECTION 4 BUILDING SECTION 2 No.3653 1/4" = 1'-0" 1/4" = 1'-0" 0"3 DES PLAINES,IL r► MATCH CELINE 14" PENDANT CENTERED MG 11 Y EXISTING DECK [-E�AT SOFFIT Z W-5 AT SOFFIT AA OVER PENDANT CE MOUNT BB EXISTING DECK W-5 AT SOFFIT CC FP-3 ARCHIT BOTTOM AT 7'-4" A.F.F. A.F.F. Y B.O. DECK V.LF. I Chipman sign Architecture Inc. 2700 S. Rive, Roan. Suit. 400 I I Das Slain. Illinois 60018 T 647.298.6900 r 847.298.6966 12'-0" A.F.F. HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE SALES AREA r BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, r I r r r r RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR CELNG _ __.._ .-11 ._ _. .. --- --. .... -- - --.. ...__. — _ .. . ._..__........ __-. RELATING TO STRUCTURES AND BUILDINGS. +10-10 1 2 A.F.F. ... . ..... _ __....... _ .._.... ... ...--... _.__ ................._....... _ ...._. ... _ ..._.._ _.._... ..... - ........... - -. .. ... � _ ._ _ ...__... --_.. ... _. . ....__. ......._. -. ...... ..__....... _.._ ._.._ _.. .. .... . ........ .............. . . . -....... _ ............ ....... .. . _. `� T.O. STOREFRONT I _ . ... _:....._..._._..I _- ...... __. I . _.. L. I. I... ................. ................._.................... ........._....................._...... .._.....---.._.._...._..-.... ...:.................................... ...........................I............ ......_._......_..._............... ..._..............._.................. ................._............_...... .................... ........................................ ..............................._....... ......__.............................. ....................._.........---. ..............._.................. .... ............... ..................................... ..........._.......................... .............................- .................... .................................. ...---..................._........_ ......_............................... ...._._............................. .............._.._....._....... ...................................... .................. ..............................._....... ..................................... ._------................ ................................_. _.._.............................._ __ _._.._....._.._. ISSUE TYPE: A.F.F. ._ ... _ . _ I- 9 2 - - - `rSALES AREA _.... ._. _. . .. ....... .. . . i ; — I � � 100 CD CHECKSET 12/12/14 SOFFIT I ! — — J- — — — I it PERMIT-&-BtB' LU LL APPROVAL OL 6'-9 1/2"_A.F.F. T.O. STANDARDS X I I ( i I I I I X I DRAWN BY: NR/BE 3 E A&E JOB NO.: 14-7269 LU I I - - - - - - - - - - I I I ° I ! SHEET TITLE: I I BUILDING SECTIONS 1 II m ` E i OA I I _ O`rFINISH FLOOR BW-2 I TB-3 65 WB-4 CM-1.1 PFW-1.1 65 B5 PFW-1.1 CM-1.1 G-2.1 3 WK 1.1 G-5.3 65 PFW-1.1 B5 PFW-1.1 CM-1.1 FP-4 FP-3 WK-2.1 N SHEET NUMBER: P1-SG P1-SG THERMOSTAT, PFW-2 P1-SG BB2 REFER TO P1-SG A6-0 P1-SG P1-SG BS PFW-11 N A5 - 0 BUILDING SECTION MECH. P1-SG SCALE:1/4" = 1'-0" 1 NOTE TO GC: NEW STORE INTERIOR BRICK FINISH TO REMAIN UNPAINTED GC TO USE CORNER PIECE BRICK FOR ALL CORNERS TB-3 OVER TB-3 OVER TB-4 MG-1 MG-2 W-5 AT SOFFIT MG-2 MG-1 TB-4 MITER AT CORNERS ® AT H LETA A.F.F. �F 6.0. DECK 1.F. GAP INC. CORPORATE ARCHITECTURE 1 HARRISON STREET 12'-0" A.F.F. SAN FRANCISCO, CA 94105 12A STORE NO.: 4642 Nei 410'-10j2 A.F.F. _ \ \ \� \� \`.. EXIT \\ \ \\ \\ STORE NAME: T.O. STOREFRONT WASHINGTON SQUARE / STORE LOCATION: WASHINGTON SQUARE 9585 SW WASHINGTON SQUARE RD PORTLAND, OREGON 97223 \� \� k SPACE # H-10 PROJ. I.D.: 0000052034 oL 0'-0" A.F.F. I OA FINISH FLOOR PROTOTYPE DATE: 07/23/14 ST-1 BM-2 BM-2 BM-2 EAS-1 BM-2 BM-2 BM-2 ST-1 PROTOTYPE VERSION 4.0 POST POST ST-1 NOT USED SCALE: 6 INTERIOR ELEVATION SCALE: 3 1/4" = l'-0" SEAM AT HEADER, SEAM AT HEADER, W-5 FP-2 Pl-EG P1-MG P1-EG FP-4 SEAM TO ALIGN WITH FP-4 SEAM TO ALIGN WITH FP-4 AT SOFFIT SEAM AT HEADER ANDSEAM AT HEADER AND BEYOND BASE, TYP.A BASE, TYP. A.F.F. A.F.F. B.O. DECK V.I.F. 10" 10" 12'-0-0" A.F.F. 12'-0-0" A.F.F. Y B.O. CEILING _. ____ .__..._ ___ ____ -.' `r B.O. CEILING _.... .......__._._......._...._..._.. ............._...............__ ............_ Ll CN ___....__ ..... __..__.,____ _.___ _ CD 9�-2 A.F.F. �i;': __b 92 A.F.F. w .IT/ Y Y m _ / / f r B.O. FITTING B.O. CORRIDOR CEILING ROOM SOFFIT \\ CONSULTANT INFO: 6'-9 _L/2" A.F.F. \ / T.O. STANDARDS / / -........................._-� _.......... \ OPEN TO ------- -- FITTING AREA I __ ..... ........... / I 1 _ I i N o I � / \ ......_.o. o / / \ �0'�0" A.F.F. 0'-0" A.F.F. .,1 / \ FINISH FLOOR `f FINISH FLOOR PROFESSIONAL STAMP: FP-3 BB2 B2 P1-SG B3 B2 TB B72 63 B2 662 B3 P1-SG FP-4 PFW-1.1 PFW-1.1 GC TO GLUE SEAMS WITH FP-4 P1-SG P1-SG P1-SG P1-MG P1-MG P1-MG P1-SG P1-SG P1-SG P1-SG P1-SG TITEBOND GLUE AATALL TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. FINISH LEVEL FINISH LEVEL FEATURE 5, TYP. 5, TYP. LOCATIONS, TYP. " JOHN A.CHIPMAN tT1 (11 SCALE: SCALE � � No.3653 0­4INTERIOR ELEVATION 1/4„ = V-10" 5 INTERIOR ELEVATION 1/4 - 1 -0 DESPLAINES,IL SEAM AT HEADER, SEAM AT HEADER, FP-4 SEAM TO ALIGN WITH FP-4 FP-4 SEAM TO ALIGN WITH FP-4 P12-EG FP-2 P12-EG FP-2 P12-EG P1-EG SEAM AT HEADER AND SEAM AT HEADER AND BEYOND BASE, TYP. BASE, TYP. ARCHITECT IN 0: _ 28' 11" A.F.F. A.F.F. DECK V.I.F. Y B.O. DECK V.I.F. ChipmanDesign Architecture Inc. 2700 $. IFiro, $toad. 5uifo AOC Des Fla In e$, it lin 0I 60016 T 847,298.6900 F 847,298.696s 10 lou _ 12'-0" A.F.F. �, ,,;.„ ;%,,.<, ,�, >�, ,; A.F.F. �Y > I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED B.O. CEILING B.O. CEILING INMYOFFICEANDUNDERMYSUPERVISIONANDTHATTOTHE BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, CV LTJ RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR I CL H ` \ _ �- ` ` f RELATING TO STRUCTURES AND BUILDINGS. cV O L..I 9'-2" A.F.F. m EXI '~ 9'�2" A.F.F. i *B.O. FITTING \ / I Y B.O. FITTING ROOM SOFFIT I I ROOM SOFFIT \ / II=I=; % CD CHECKSET 12/12/14 6'-9 1/2" A.F.F. -- ,E LL APPROVAL — - I `r T.O. STANDARDS _........... I / i - _ ....... B3 ..._ i .................._._...........----..._.._........._.._...... Ij ! t P1-SG DRAWN BY: NR BE ............ i - _...._..__ .._.... _ I ( I I 1 � I OPEN TO --....._ .... 1 t I 1 f i ` I ............ 1 I SALES AREA ..... ..-®- j j - 1 ` ( i -- TYP i } � I 662 j SHEET TITLE. -- \ r TYP. i / \ i INTERIOR ELEVATIONS } tiJ h 2 i I ; i . 0�0" A.F.F. / \ O'_O" 1 I _.._ `r FINISH FLOOR -S .� " „ , . \-r FINISH FLOOR ^� _. TYP.FB_B2PFW-1.1 PFW-1.1 GC TO GLUE SEAMS WITHJ BB2 FP-3 BB2 CK-2 FP-3 P1-SG P1G P1-SG TITEBOND GLUE AT ALL P1-SG P1-SG TYP. TYP. FINISH LEVEL FINISH LEVEL FEATURE WALL PANEL Typ 5, TYP. 5, TYP. LOCATIONS, TYP. SHEET NUMBER: SCALE: SCALE: A5 — 1 INTERIOR ELEVATION 1/4" = l'-o" 4 INTERIOR ELEVATION 1/4" = V-0" 1 NOTE TO GC: NOTE TO GC: NEW STORE GC TO PROTECT 1-5/8" 20 GAGE METAL STUD STANDARD WHILE FRAMING WITH 20 GAGE PAINTING. THEY CONNECTOR CLIPS TO EXISTING SHOULD NOT PAINT WALL @ 48" O.C. MAX / OVER STANDARDSEE A3-0 ® AT H LETA / / FOR CEILING HEIGHT 1 LAYER OF PLYWOOD (E) DEMISING / BY GC WALL GAP INC. TB-3 OVER 0 CORPORATE ARCHITECTURE MTL. STUD GC TO INSTALL TB-4 OVER 3/4" 1 HARRISON STREET FURROUT WALL BLOCKING BEHIND PLYWOOD TOP FACE OF SAN FRANCISCO, CA 94105 HORIZONTAL WALL WOOD COLUMN, TYP. CLEAT MOUNTED TO AT ALL LOCATIONS STORE NO.: 4642 MDF WALL PANELS / / i` -- FROM BACK . / `. i / ' MTL STUDS AT 16" STORE NAME: WASHINGTON SQUARE 3/4" PLYWOOD STORE LOCATION: _.._ __ .._.... ......... - - "Jul __ .__ ._. _ _ ® ED & WASHINGTONOS WASHINGT BB2 PAINT AS _ \ 9585 SW SQUARE R NAILQUAR D ' SPECIFIED. PFW-1.1 2�� 1 8" METALPLYWOOD GLUED T0� / PORTLAND, OREGON 97223 3/4" LAYER OF / % S/4" PL GOOD �PLYVMOD / '"" SPACE # H-10 o 1 X 1 WOOD TRIM PIECE- SYSTEM ; PAINT AS SPECIFIED. START MDF BOARD PLYWOOD BY MITERED AND AT TOP OF BASE AND END #6 x 1/2" RD HD 1 LAYER OF FLEETWOOD, 1/4" AIR GAP i " REQUIRED 1. ALIGN FACE OF / GLUED W/ BISKE� ! I AT UNDERSIDE OF TRIM 63 1X6 BLOCKING WOOD SCREW 3/4" PLYWOOD INSTALLED BY GC 3/4„ EXISTING DEMISING / I �W/ FACE OF 1 � BELOW SOLID WOOD CAP \ LINE OF TRIM B3 , ABOVE BY GC AT ALL �n PLYWOOD / WALL / / BY VENDOR, PROJ. LD.: 0000052034 SEAMS,TYP. CLEATS _ SHEATHING - — ATTACHED BY GC I FB-B-21 PAINT AS PFW-1.1 W/ PROVIDED BY I % i '� - -- �,�� -� �, ,o, '.." i / , � TO TOP WB-4 PROTOTYPE DATE: 07/23/14 I, SPECIFIED. GC TO MUD & RECESSED VENDOR FOR PROVIDED BY MILLWORK GC TO RUN / / �., 9 -2 A.F.F. TAPE JOINT TO STANDARD PRE-FAB WALL VENDOR, INSTALLED BY GC. I BRICK BEHIND / START AT BOTTOM I ENSURE SMOOTH PANELS TRIM TO FIT AS REQUIRED I WOOD COLUMN PROTOTYPE VERSION 4.O NOTE: FINISH BETWEEN AND FINISH " / PFW-1.1 PAINT AS GC TO USE SIMILAR JOINTS AND SCREWS AND - -' EDGES NEAT SCHEDULED, BY / TITEBOND GLUE - NO VENDOR co DETAIL FOR OUTSIDE PANELS, TYP. EVERY 8" O.C. LINE OF� 8" SEALANT, TYP. WB 4 BEYOND, /16' WB-4 CORNER CONDITION, TYP. GC TO GLUE SOFFIT ABOVE WALL PANEL CLEAT, INSTALLED PER BEYONDPSEAMS WITH BY VENDOR TITEBOND GLUE SALES AREAAT ALL FEATURE 3 4 PLYWOOD, BY GC MANUFACTURER'SWALL PANEL / " INSTALLATION GUIDELINES LOCATIONS, TYP. ETAL STUDS AS� D NAILED TO GC SPECIFIED, BY GC FULL PLANK AT B.O. PLYWOOD AND FACE OF SOFFIT, SOLID WOOD CAP MITER AT ALL I BY VENDOR CORNERS, TYP. v ATTACHED BY GC TO BELOW TYPICAL CORNER DETAIL SCALE: 7 SECTION AT PRE-FAB WOOD FRAME SCALE: 6 SALES AREA DETAIL SCALE: „ SCALE: - AT THE BEADBOARD 3" = 1'-0" 3 - 1 -0 1_1/2' = 1 -0 SOFFIT/WOOD FRAME DETAIL AT SALES AREA PERIMETER 3„ - 1 -0 2 I IP / NOTE: GC TO REFER TO PLANS, NOTE: GC TO REFER TO A2-0 NOTE TO GC: ELEVATIONS & PROJECT MANUAL FLOOR PLAN FOR NUMBER OF DO NOT PAINT RECESSED Y AND INSTALLATION GUIDE FOR STANDARDS PER FEATURE WALL. STANDARDS AT FEATURE WALLS. MORE INFORMATION. CONSULTANT INFO: GC TO MUD AND TAPE WALL PANEL CLEAT MOUNTED JOINTS TO ENSURE P _ TO IN-WALL BLOCKING W SMOOTH FINISH BETWEEN / JOINTS AND PANELS, TYP. GLUED #10 PAN HEAD SCREWS @ 8" 0/C. 7 2 A6-1 - W-5 OVER 3/4" PLYWOOD AT SOFFIT TYP. ' „ f i ob 12'-0" A.F.F / i / P A B.O. SALES CEILING � ........._......... _ B.O. SALES CEILING ' ....� � ......... _�, � PROFESSIONAL STAMP: ..... _..... _._._.... W-5 APPLIED _ ....... _ TO SOFFIT OVER _ _ _.......... __ --_........._.. _ ...... _. __. _ . . D __...._ ............._._. ... _ . ._........_. --_ __......... ........._ ............ _ ... - _... _ _ ...... .._.. A6 1 3/4 PLYWOOD _. ._... x V> ......._ ........ ........_._ ..... __. ........ ........ . _._.............. ..._...._ .................................... ..........__..... ....... ..... ........................... _... . ............ . ....... .. ......... ........ /. � ...... �► Rte 9'-2" A.F.F ........ ... ..._.. 9'-2" A.F.F _.___,_....._... _. ___ _.___.__.__._ .. __._.._.__ _ ___ _ > JOFIi�A.�!;Is M OL < AN � T.O. FEATURE WALL i T.O. FEATURE WALL 1 1/2" I � 1 1/2" � No.3553 B.O. SOFFIT W-5 B.O. SOFFIT MIN. TYP. MIN. TYP. J 8'-1 1/2" A.F.F I DES PLAINES,IL � T.O. M-1.1 � 1'-11 1/2" \ / TYP. I I / I /\ AR ITE NFO: I j A ChipmanDesirgn I i Architecture Inc, \ i [ ( Des('PS[a I n ees,i.^a'.f'o I s'b G 014 0 I WK-1.1 \� j M F— 6 4 T 847.298.4900 F 847,298.fi 9bb PROVIDE DATA AND � h N - C POWER - HOLD SHELVING I •I � I I 1 HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED 1 WIRES TIGHT TO I — INMYOFFICE AND UNDER MYSUPERVISION AND THAT TOTHE BOTTOM OF SHELF, I I BE ST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, GC TO INSTALL RELATING TOSTRUCTURRULES,REGULATIONS ES AND IBUILDINGS.CES OF PORTLAND,OR WHITE o o SEE 3/A7-1 RECEPTACLES TO i FOR MOUNTING KIOSK, TYP. CN DETAILS I I ISSUE TYPE: 100 CD CHECKSET 12/12/14 N ' 0 ; PERMIT 4e-3fD N I I LL APPROVAL OL 0'-0" DRAWN BY: NR/BE FINISH FLOOR RECESSED STANDARDS N PAINT P1-SG A&E JOB NO.: 14-7269 LEVEL 5 FINISH, TYP. B5 CENTER TO CENTER RS-1.1 TYP. DIVIDER WALL AND CM-1.1 GC TO GLUE SEAMS WITH PFW-1.1 LINE OF TRIM PFW-1.1 B5 SHEET TITLE: ENDCAP SEE A6-2.2LS TITEBOND GLUE AT ALL PFW-2.1 SIM. PFW-1.1 PFW-2.1 " PANELS AT EDGE FOR DETAILS SEE 3/A7-1 FEATURE WALL PANEL 65 0 / 1 X 6' CONTINUOUS BLOCKING AT TO FIT, TYP. PARTITION AND MISC. END OF FOR MOUNTING LOCATIONS, TYP. . LEVEL 5 FINISH, TYP. PANEL JOINTS. PANEL TO BE SEE INSTALLATION WB-4 AT EDGE OF DETAILS PANEL BEYOND- DETAILS SECURED TO BLOCKING & PLYWOOD SHOWN DASHED W/ GLUED #10 PAN HELD COUNTER INSTRUCTIONS A RE WALL SUNK SCREWS AT 8" O.C. FROM VENDOR SHEET NUMBER: SCALE: SCALE: A6 - 0 / _ DATA KIOSK AT SALES WALL 1/2„ = 1.-0„ 3 PRE-FAB WALL PANEL AT FEATURE WALLS 1/2„ _ 1,-0„ 1 (E) BOTTOM OF STRUCTURE NEW STORE GYP. BD. CEILING STRUCTURE TB-3 OVER RUNNERS- INSTALL & ............................................................................................ ._..................:.................:..................................... ................._ TB-4 SUSPEND CEILING. KEEP ELITE CEILING HEIGHT CONSISTENT (E) BOTTOM OF (E) BOTTOM OF STRUCTURE AT H LETA PANEL SYSTEM, THROUGHOUT SALES AREA STRUCTURE NEW GYP. BD. CEILING STRUCTURE NO PAINT FOR INTERIOR. TYP. 3/4" PLYWOOD BLOCKING CEILING STRUCTURE RUNNERS- INSTALL & SUSPEND CONT. AT BEAM RUNNERS, INSTALLED CEILING. KEEP CEILING HEIGHT GAP INC. W-5 START PER MANUFACTURER'S CONSISTENT THROUGHOUT SALES BLOCKING AS CORPORATE ARCHITECTURE FULL-PLANK PAINT CEILING AS SPECIFIED BLOCKING & AREA REQUIRED ......................................................................................... FROM B.O. 7 RECOMMENDATIONS 1 HARRISON STREET SOFFIT, TYP. DRYWALL MOUNTING SAN FRANCISCO, CA 94105 KIT AS REQUIRED PAINT CEILING 3/16" SOLID -- - -- -- --- -- - AS SPECIFIED STORE NO.: .. .... ,� ... 4642 ....... �... ....: .. : 3/16 I WOOD CAP BY -_- - --- ------ _ SEE RCP w °._ ° D 0 Q VENDOR. B.O. CEILING \ 5/8" GYP. TYP. ATTACHED BY GC M STORE NAME: TO TOP OF WB-4 - - - SPECIFIIED AS SEE RCP FOR HEIGHT WASHINGTON SQUARE `D BELOW. = KEY DESCRIPTION CODE REF. NEW STORE A T OWEB KIOSK COUNTER — ADA — SHELF W/ GROMMET. MOUNT TOP OF SHELF ® 28"-34" A.F.F., GC TO INSTALL REMOVABLE BASE AT 4 7/A7-1 ADA KIOSK WK-2.1 A6-2., ® ATH L ETA SIM. O3 SURFACE APPLIED IMAGE BOARD ON MAGNETIC FRAME MOUNTED TO FRONT OF PROCESSING AREA. G-3.2 6A/A6-2.1 TYP. - - -- --- ----- ---------- - -- W-5 SOFFIT � FITTING ROOM - GC TO ASSEMBLE PARTITION & COMPONENTS PER SHOP DRAWINGS -- -- " --- --- ----- - -- - W-5 SOFFIT 4 FP-3 9'-2' `�.�:: ACCESSIBLE FITTING ROOM - GC TO ASSEMBLE PARTITION & COMPONENTS PER SHOP DRAWINGS FP-3 IV B.O. TRELLIS \ OPEN / yy-5 SOFFIT TYP `\ OPEN OPEN O 7'-3° EO. CEO. �Typ G ,< GAP INC. CENTER CURTAIN ROD BEHIND HEADER. REFER TO SHOP DRAWINGS AND PROJECT MANUAL, GC TO CUT CURTAIN ROD WHERE NEEDED �B_3 T.O. TRIM ol \ . T� ' I \ i CORPORATE ARCHITECTURE 1 HARRISON STREET LO/ . FB B-21 -� -------- --------- .__._ _. SAN FRANCISCO, CA 94105 NOTES. BB2 BB2 _..�.. ' ............................ ....._. _- STORE NO.: ..........._ 4642 O8 GRAB BAR @ 2'-9". PROVIDE BLOCKING, TYP. HB-2 GC TO CONSTRUCT TRELLIS AND P1—SG P1 SG .........._._.._..... ..._ ...........__.._ .. _____.___,__ ....._ \ OPEN / __._._................................................... MODULAR FITTING ROOMS ASLLJ 16 _____ .. __.TYP ____.______, I O9 H.C. ACCESSIBLE BENCH AB-3 3/A6-2.1 INSTRUCTED BY SHOP DRAWINGS I -.---- .._._.. ___ ____________________-__.._..._...._.__ 2 6.�.._...__ 2�_0�� __...._....__..... .. \ / m STORE NAME: AND VENDOR INSTRUCTIONS. ; Q �.. I _ _ \ / v 10 PEG HOOKS. HOOK TYPE TO BE THE SAME WITHIN EACH FITTING ROOM; ALTERNATE HOOK TYPES BETWEEN EACH FITTING ROOM. FH-4 L� J _............................_... ......................._................. - - ... . - --- WASHINGTON SQUARE L� I p p \/ z 11 3-WAY ILLUMINATED MIRROR FRAME AT FITTING ROOM. 3M-1.1 7 - N __..-__... ._..___"._ O / NOTES: i � z ,, — 10 ...__ ........ ..__ _ 10 .........� I FB B72 STORE LOCATION: ALL BEADBOARD TO BE PROVIDED, H z - _ INSTALLED AND PAINTED BY GC. o _...... . ..........._........_. . .... _....... _ .. TYP. v WASHINGTON SQUARE x0lyz / \ 13 PARTITION WALL FROM VENDOR. GC TO ASSEMBLE IN FIELD PER STRUCTURAL DRAWINGS BB2 BY GC. FP-3 ~ I - -_�_._- _.......... _._" 8 g o / \ 14 9585 SW WASHINGTON SQUARE RD '0 _^�._.. _.. �. � � _.............._..__._-. PORTLAND, OREGON 97223 MECHANICALLY FASTEN EDGE OF CURTAIN TO INSIDE TRIM OF FITTING ROOM. CB-3 I "' ... ... ... .. ..... - - -I ' - - ------- . " - \ SPACE # H-10 14 INSTALL SO THAT SEAMS OF CURTAIN WILL FACE INTERIOR OF FITTING ROOM. CB- O9 O9 N .............. ........... ".4............ . ....... _....__ 15 FITTING ROOM CURTAIN HOOK - GC TO INSTALL PER SHOP DRAWINGS - MATCH HEIGHT OF CURTAIN GROMMET, INSTALL CURTAIN FH 3 0" FIRST AND ALIGN HOOK WITH CURTAIN GROMMET. INISH FLOG 16 2'-0" HANGBAR - GC TO INSTALL PER PROJECT MANUAL HG-2 5A 11 5B 5C 5D 15 PROJ. I.D.: 0000052034 P , PROTOTYPE DATE: 07/23/14 1 PROTOTYPE VERSION 4.0 SCALE: KEYNOTES 6 ACCESSIBLE FITTING ROOM ELEVATIONS W-5 SOFFIT 3"X3" BUTT HINGE W-5 SOFFIT HINGE WELDED TO OPEN �' AT PERIMETER \ W-5 SOFFIT FRAME W/ 1/4" PLATE BB2 EO. EQ. P1-EG / \\ - .._. __..._ --------- - --- -- --- - - --- -� TYP. -- -- --- __ 1/4" THICK MASONITE P1-SG TYP. , MIRROR SUPPORT TYP. EDGE-LIT L LIGH PANEL 2X, 3W/FT -- 16 @3000K I - � ...... SAND-BLASTED MIRROR X Q - -.- 16'-4 1/2" � w BACK L� _ f SOFFIT AT ALL4 _ ........ ...... I ......... . _ 11 GA METAL STRUCTURE 1 i z CORRIDOR � w � ( 1 FRAME I � o _ BB2 Go-2.3 I I 1/4" MIRROR `D v 00 0 C) .... P1-SG i 3/4" PLYWOOD TYP. ...._ MIRROR BACKER 6 PFW-1.1 II I I OVER TYP. CONSULTANT INFO: 4 FIT. RM. III I o ¢ PA-2.1 FP-4 WHITE OAK FRAME � 4A 11 15 46 FP-3 1 II I I I -' I � " � III 4'-10" 8" 3'-0" 4'-0" 7,-0" 2>-0" 3/4" PLYWOOD II MIRROR BACKER 1/4" MIRROR IV OVER GC ° �� 9'-2" III I I BUILT WALL OPEN i ' OPEN B.O. TRELLIS III I SOFFIT W-5 III I 3 �"� G\ 7'-3" `, . FIT. RM. III I ID w \ T.O. TRIM 2 III I I I I I I I PROFESSIONAL STAMP: 11GA METAL ......................BB2 ...... 6 y III I I o I I I I I I I , A ti STRUCTURAL FRAME / 6 _ ° ' FP-4 TYP. P1-SG _ TYP. - FP-5 3/4" PLYWOOD � \ / - TYP Li wI I I GC n, MIRROR BACKER I \ / O O O © 1 J JOHN A.CH PMAN rr� / 4 . .. 0.......0 III I BUILT WALL 8 A6-2.1 FIT. RM. III I o Q z III IIf s-2. i�o.3653 Ero�- go — OP/EN Q /\ N �"'. I 3 III I I PA-5.1 I I I I I I DES PLAINES,IL ° / \ __.._...._1 p_.. .__... _......_ 7 ROT.go go I I I I Ln CC) _ I / J -' ARCHITECT INW. WALL CLEAT & RAILS ___.__ _____ ___.__._. 0'-0„ I ' " FIT. RM. 13 III � I � 1C 66 I I FINISH FLOOR k 4 III I o ¢ PA-2.1 J TYP. 6-2.1 A6-2.1 I I ChipmanDesin 4C 4D 5'-0" TYP. II 3'-11" 4" 4'-0" 4" 4'-0" PFW-1.1 Arc tL i t e c t v re l n c. E L, t' rriOVER I 2700 3. &i'a Roux. S,llh' 400 CLEAR CLEAR CLEAR i7r5 P1ul"`s. . 847.2$ bG078 TYPICAL FITTING ROOM ELEVATIONS SCALE, 4 _ _ _ � _ _ _ FP-4 T @47.298.5 PGO 1 &47.448 s96C 3/8 = 1 -0 I- - - - - - - - - - - - - - - - - — — — — — — I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED 3'-11' _ `_ _ _ _ _ _ _ _ _ _ = I I IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE 1155 — -- -- --- -- -- — BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, CLEAR ALL HOOKS TO 2 i \ 6'-7' RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR - - - - - - - - MATCH WITHIN 4'-0" 9'-3"W .�.. .. _ 4 6 _ _ RELATING TO STRUCTURES AND BUILDINGS. CLEAR BETWEEN POSTS 6-2. M: TYP. / % YP. .._ _ _ FP-3 2 --� - ROOM, TYP. �"t . WHITE OAK FRAME o _ ........ ......... _ - - - - - - - - ROT. Fa 4 i( FIT. RM. i I\ TYP. I FIT. RM. >- ISSUE TYPE: 30" X 48" 15 _ _ _ _ _ - _ _ * GO-2.3 ADA 11 O FIT.6RM. CID I I I 100% CD CHECKSET 12/12/14 0 10 CLR. SPACE -- - -- -- N 15 I .` \ I I I 13 ---- 3 X3 BUTT HINGE 30" X 48" 6 CB-4 \ 0 6 CB-3 ' ( ) / n PERMIT &-BtB- / CLR. SPACE 1 \ L, o N o ' TYP. I LL APPROVAL WHITE OAK FRAME 5 15' DIA. CLR. a _ O ( 5D v) 13 `�' cD I I SPACE o w 4C 16 k TyP I', I DRAWN BY: NR/BE k 5C 5 5A 11 �2 w �i 'if I ° A&E JOB NO.: 14-7269 w o Li _ 4 w 4D 46 Q m _ _ _ _ SHEET TITLE: 56 % _j Q o - - - - - - - - W- SOFFIT ENLARGED FITTING ROOM o / J 4A 13 3 2 AT PERIMETER PLAN AND DETAILS 3/4 PLYWOOD 8 16 13 10 MIRROR BACKER w 1/4" MIRROR ` _a I og 11 111ki DI WHITE OAK FRAME 2'-18 L 1'-6" 9'-3" LEO EO SHEET NUMBER: CLEAR BETWEEN POSTS OIL SCALE: SCALE: SCALE: SCALE: A6 - 2 3 WAY MIRROR DETAIL 3" = 1'-0" 7 ACCESSIBLE FITTING ROOM PLAN 1/2" = 1'-0" 3 FITTING RM ENLARGED PLAN 1/2" = 1'-0" 2 FITTING AREA ENLARGED PLAN 3/8" = 1'-0" 1 NEW STORE 4'-0„ --. 4'-0" BB2NOTES: P1-SG 3'-4 e GC TO CONSTRUCT TRELLIS MODULAR FITTING ROOMS AS INSTRUCTED BY SHOP DRAWINGS, VENDOR INSTRUCTIONS, AND AB-3 GATHLETA STRUCTURAL DRAWINGS PROVIDED, TYP. ,o NOTES: GAP INC. ALL BEADBOARD TO BE PROVIDED, GRAIN > CORPORATE ARCHITECTURE INSTALLED AND PAINTED BY GC. o0 1 HARRISON STREET SAN FRANCISCO, CA 94105 NOTE TO GC: GRAIN < STORE NO.: FP-5 REFER TO STRUCTURAL DRAWINGS FOR ALL 4642 VENDOR PROVIDED ITEMS CONNECTION 1/8" PILOT DETAILS. STORE NAME: Q HOLE Q WASHINGTON SQUARE o J fzFPA-2.11 STORE LOCATION: f' ATTACH TO FP-5 3" TAPCON MASONRY � SCREWS BY GC (6 TOTAL) WASHINGTON SQUARE 9585 SW WASHINGTON SQUARE RD NOTES: PORTLAND, OREGON 97223 -G.C. TO SECURE BENCH TO FLOOR W/ 3" 1 1/2" x 1 1/2" BLOCKING BY VENDOR SPACE # H-10 SECURE TO FLOOR); GC TO INSTALL / TAPCON MASONRY SCREWS, 3 EA. LEG. ) -BENCH TO MATCH FITTING ROOM EXTERIOR. -WRAP EDGE WITH METAL TO MATCH PROJ. I.D.: 0000052034 FIXTURES. -SECURE BENCH TO CLEAT WITH PROTOTYPE DATE: 07/23/14 FASTENERS FROM INSIDE OF THE LEGS. PROTOTYPE VERSION 4.0 3'-0" MIRROR PROCESSING AREA SIDE ELEVATION SCALE: ADA FITTING ACCESSIBLE BENCH SCALE: 1/2' - 1 -0 3/4 = 1'-0' FP-5 FP-5 NOTES: GC TO CONSTRUCT TRELLIS MODULAR FITTING ROOMS AS INSTRUCTED BY SHOP 00 DRAWINGS, VENDOR INSTRUCTIONS, AND 3/4" PLYWOOD of jk 9,-2„ STRUCTURAL DRAWINGS PROVIDED, TYP. SUBSTRATE BY GC 'RVB.O. TRELLIS 1/2" BEAD BOARD BB2 PA-4.2 PROVIDED AND INSTALLED ' .......... ._. .. ....... (2) LAYERS OF 3/4" 4 BY GC. PAINT N N .........._............._-. _......_............._.............._._;........._......._........__............................................. PLYWOOD SUBSTRATE _ 2" __._..._............_._.... ..... ..___.. .......... . I BY MILLWORK VENDOR, PA-4.2 __.. ....... _...._....... _._................................ ...._.... .... --.............. _.......... ........... I 1, 5" INSTALLED BY GC BLOCKING BY GC AS --- -- - REQUIRED TO ANCHOR _........_.-.. _._..... .....................................-- ...._.._.._..... ... ................. .... _. ... I TO WALL BEHIND ......_ — - X .. ..... ............._......_........._..-..___..._............ ..............._......._.___......._ ................. ...............__-............................. BB2 ZZ TELEPHONE P1-SG I -- PHONE ° _ 2, -�.�.. . . ......... CONSULTANT INFO: .................. ........... ........ .......... ...... .......... ..... ........... _.............. ___... .... _.... __....................................... _... _._........ ........... . __.._.... ._......... .._.... ....... ..................................... _......................................................................-.......-....................... .._._ .. j .... RECEPTACLE FOR _.._.__ _ ..__.._. o ILLUMINATED ...._....._.__........._......._.__.. ......_._..._....__.. .. _ _ _ __ � 4 X 4' BOXED HEADER MIRROR _ PROVIDED BY MILLWORK WOOD TRIM BY ___ 1'-4"__ _.._..----___.-- -__ .. VENDOR, INSTALLED BY GC MILLWORK VENDOR, o ............ ..____.._._._..__ x CD INSTALLED BY GC CD o © a, ¢ FURRED UT LL - _. __._1�-4 _.__.. a' . _ _ Ntn GC TO PROVIDE BLOCKING SCHEDULED. REFOER TO A2 AO FOR POST ATTACHMENT - 0'-0" SECURE TO SLAB WITH 3/8" PROFESSIONAL STAMP: FINISH FLOOR DIA. HILT] BOLT TZ 00 BLOCKING BY GC AS 8'-4" 4t. r ANCHOR (2'" EMBEDMENT) REQUIRED TO ANCHOR BB2 RECEPTACLE FOR 1 TO WALL BEHIND. TYP. P1-SG OC ELEVATION ILLUMINATED OD SECTIONC6 JOHN A.CHIPIVtAN NOTES: MIRROR SCALE: SCALE: . No.3653 y GC TO CORE DRILL AT PROCESSING AREA NOT USED 5 FITTING ROOM WALL PLAN 2 DES PLAINES,IL LOCATION TO PROVIDE POWER AND DATA. 7 - 3" = 1'-0" COORDINATE WITH ARCHITECT ON EXACT LOCATION PRIOR TO CORE DRILL. - 9'-6" A.F.F. t OF WALL FP-5 4, 0„ T.O. FRAME T/-�' & GRAPHIC FP-5 �� 3'-0" 0 N NOTES: NOTES: / GC TO CONSTRUCT TRELLIS AND MODULAR GC TO CONSTRUCT TRELLIS MODULAR 3-5/8" METAL STUDS WITH ONE 9'-2" �� " LAYER OF FRT PLYWOOD WHERE 'NVB.O. TRELLIS WillFITTING ROOMS AS INSTRUCTED BY SHOP 4 X 4 BOXED HEADER FITTING ROOMS AS INSTRUCTED BY SHOP ( ARCHITECT INFO: PROVIDED BY MILLWORK DRAWINGS, VENDOR INSTRUCTIONS, AND APPLICABLE) T EITHER SIDE BY DRAWINGS AND VENDOR INSTRUCTIONS. VENDOR, INSTALLED BY GC STRUCTURAL DRAWINGS PROVIDED, TYP. GC. GC TO ATTACH BEADBOARD — — — — — — — — — — — — — — \ I / G-3.2 OVER PLYWOOD \ / 1'-5" Chipman7esign Afchitecture Inc. 200 s. alY®. 40°°. suit. 600 \ / — Des Plain ss; Illinois 60016 \ / PA-3.2 PROCESSING T 847.198.69tl0 r 847.198.6966 \ / G-3.2 OPEN FITTING AREA AREA SIDE LINE OF4" X4" 0 ON I FRAME MARKE�N POST BEYOND 11 / \ �'-3" A.F.F. HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED I SEE ELEV. T.O. HEADER CAP IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE PA-4.2 ' " WOOD TRIM BEYOND BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, 1 1/4' X 4 HEADER CAP 1/2' BEAD BOARD BB2 RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR PROVIDED BY MILLWORK BY MILLWORK VENDOR, PROVIDED AND INSTALLED RELATING TO STRUCTURES AND BUILDINGS. VENDOR, INSTALLED BY GC INSTALLED BY GC BY GC. PAINT P1- / \ I 6C �v (2) LAYERS OF 3/4 / \ a 0 ON PLYWOOD SUBSTRATE BY ISSUE TYPE: - - - - - - - - - - - - - - - - - -� — I \ o -- 6, MILLWORK VENDOR, START BEADBOARD PATTERN 0o INSTALLED BY GC 100% CD CHECKSET 12/12/14 .... .------ ..___..___ _ 00 go START BEADBOARD PATTERN REVEAL ABOVE BASE PERMIT 3e--BFB 6D START BEADBOARD 1/2" BEAD BOARD BB2 REVEAL ABOVE TRIM LL APPROVAL P1-SG _ PATTERN REVEAL PROVIDED AND INSTALLED BY 3/4" x 5" WOOD BASE BOARD DRAWN BY: NR BE ABOVE TRIM GC. PAINTS WOOD TRIM BY MILLWORK PROVIDED BY MILLWORK VENDOR, / .........__......-_...__..._._.._................_.....___._.............._..............................................._.__. VENDOR INSTALLED BY GC A&E JOB NO.: 14-7269 1j" GROMMET 6A i ' INSTALLED Y C ......._.......__...._...._.._................._.__....__......_............_..I............._..............................._.........._..._..._.............._.................__..........._...._........._....._.-... WOOD TRIM BY MILLWORK ` ; I METAL TRACK AT FLOOR SHEET TITLE: PHONE \ 2 1/2" - VENDOR, INSTALLED BY GC '� PROCESSING AREA DETAILS START BEADBOARD PATTERN ' 00 00 00 REVEAL ABOVE TRIM ' FINISH WOOD FLOORING AND ELEVATIONS AND FITTING .___._.........._..........._....._. ...._.... __.___.....___.......................................... .................. . ....................._ _ .. N i PLYWOOD SUBFLOORING OVER ROOM WALL DETAILS 0'-0" 10 00 0'-0" All CONCRETE SLAB FINISH FLOOR FP-5 T.O. FINISH FLOOR OA ELEVATION PA-2.1 Z � FINISH WOOD FLOORING SHEET NUMBER: OB PLAN - SIM 0'-0" A.F.F. a T.O. FINISH FLOOR T6 4 A6 - 2 . 1 PROCESSING AREA DETAILS SCALE: 6 FITTING ROOM PARTITION DETAIL 4 PROCESSING AREA WALL SECTION SCALE: 1/2" = 1 -0' SCALE:3' = l'-O" 3 = l'-O" NEW STORE G AT H LETA GAP INC. 1D CORPORATE ARCHITECTURE OF WALL 1 HARRISON STREET & LARGEFP-6 FP-6 SAN FRANCISCO, CA 94105 MIRROR END 9 SY STORE NO.: jk -2 VENDORAND 4642 ) 6 /�T 2 B.O. TRELLIS BRACE IT PER `-�- _._._. _..._ _..... A6-2.4 DWGS. STORE NAME: ......_ ......_ ........ ................. __.._. _ _._.._....................... ................................... ......................... WASHINGTON SQUARE SCRIBE TRIM AT MIRROR SHIM AS _ STORE LOCATION: REQ'D FOR A FLUSH FINISH WASHINGTON SQUARE _. _.____ _.....______. .. _ . .._. ....__..__. _ __._ ___._ ------------ 9585 SW WASHINGTON SQUARE RD _______ ;jf __ _.____._. _ _._ _.._.__ _ . _.__ . ... .___.____ PORTLAND, OREGON 97223 FB B-2- jl SPACE # H-10 PA-5.1 .......................................... ......................................... .................................._ CD ILLUMINATED PROJ. I.D.: 0000052034 ..... ...._.........._........ .........._._...._....._. CifCD C:f MIRROR AND PROTOTYPE DATE: 07/23/14 ......... .........__..._ `D FRAME BY ......... _......... _.. ....................................._ .__._........._........_._.._:_.. ...._....... ................._.._.._.._.. VENDOR PROTOTYPE VERSION 4.0 ........................._....._ INSTALLED BY _ 3'-4" GC - ......._.. ELECTRICIAN TO RECEPTACLEFOR _ PROVIDE J-BOX .......... _..............._ ..._........_......._........_................_..._- ----..............-..................... -_......._............................ ILLUMINATED MIRRORLJ LJ I AT WALL. G.C. (MOUNTED IN WALL) TO ATTACH TO WALL jk 0'-0" `D FINISH FLOOR AO ELEVATION BO ELEVATION FP-6 __.._....._._._......_._.__.__._......___.__..r____ CONSULTANT INFO: jk 9'-2' B.O. TRELLIS I I I HSS 3" X6" X " 3/16 i PA-5.1 „ HSS 3" X6' X X 5-11" H MTL STUD FRAMING PROFESSIONAL STAMP: AS INDICATED ON GO-2.2 �. I I j I JOHN t?.� 111;'MAN °t-A CONT. MTL K=+ REFER TO No.3653 H GO-2.2. ® DES PLAINES,IL TYP. 1 I 3 16 8"X4" CORNER HILTI HIT RE500 / POST BY ANCHORS g_2. , VENDOR HSS 3" X 6" X I X 8'-11" H ARCHITECT INFO: MONO, It' OD SECTION OE ELEVATION N WOOD TRIM BY MILLwoRK Chipman esirgi Aeehitectvre Inc . � 3 t D 76 6 0 3 " BASE rlo nex, I 1€nb ott rat1s � '� i; 7 8A 7.198.59U3 f $47.T 9$.SFbt Cu F Y" BEADBOARD 1 A,1 E Y4" PLYWOOD I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED p IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, 3/16 RELATINGTOSTRIONS AND UCTUR S AND BUILDINGS. S OF PORTLAND,OR EQ. 5'-0" EQ. FP-6 ISSUE TYPE: -- - - --------� -- -�u _ o o --=--- J-El- 0 0 100 CD CHECKSET 12/12/14 -----------_------------------------------._._��T.._- �____- - ---___.,-�,__--_ _ ___--______ PERMIT 4-819- LL APPROVAL END POST AT EQ. EQ. END POST AT WALL WALL DRAWN BY: NR/BE 9'-0 A&E JOB NO.: 14-7269 1�, l 1D SHEET TITLE: O PLAN - GRAPHIC WALL ELEVATIONS & DETAILS SHEET NUMBER: SCALE: SCALE: A6 - 2 , 1 ' NOT USED 1/2" - 1'-O" 2 GRAPHIC WALL ELEVATIONS & DETAILS 1/2" = 1'-0" 1 NEW STORE SEAMS TO ALIGN TRELLIS. SUSPENDED GYP. TRELLIS SEAMS TO ALIGN W-5 OVER SOFFIT GATHLETA WITH VERTICAL BY VENDOR. BDBY VENDOR. WITH VERTICAL. CEILING SYSTEM INSTALLED BY GC MEMBERS MEMBERS INSTALLED BY GC. GAP INC. i / T.O. TRELLIS/ , 1 HARRISON STREET B.O. CEILING 10" 10" o SAN FRANCISCO, CA 94105 % EXISTING DEMISING STORE NO.: TYP. E:Q E-Q.� TYP. 0 4642 w WALL ---------- --- - --- 1 w ` STORE NAME:CLO WASHINGTON SQUARE B.O. TRELLIS/ /�� STORE LOCATION: T.O. SOFFIT. CN \ 1 EQ EQ. WASHINGTON SQUARE I \ / I 9585 SW WASHINGTON SQUARE RD I \ / PFW-1.1 PANEL BY VENDOR PORTLAND, OREGON 97223 NOTE TO GC: \ / INSTALLED BY GC. SPACE # H-1O GC TO PROTECT STANDARDS WHILE PAINTING. DO NOT PAINT OVER THE \\ ' I FP-4 STANDARD PROJ. 1.D.: 0000052034 1 / , 3-5/8" METAL STUD NOTE: , \ REFER TO A6-2.3 AND A6-2.4 DRAWINGS , ' FRAMING ® 16" oc PROTOTYPE DATE: 07/23/14 FOR ALL MILLWORK VENDOR PROVIDED I 0 P E N TO (362S162-54) WITH ITEMS CONNECTION DETAILS o 6 ( 3-5/8" CONT TRACK PROTOTYPE VERSION 4.0 _ Q FITTING AREA (362T125-54) TOP NOTE: CONTRACTOR TO PROVIDE SOLID N AND BOTTOM BLOCKING ABOVE DISPLAY WALL FOR I 1 I -C4 [If ANCHORAGE AT CEILING LEVEL. VENDOR TO Lw PROVIDE MEANS OF ANCHORAGE AT CEILING , w LEVEL. 1 ( // \\ I ao GC TO INSTALL 1 / \ LAYER OF 3/4" PLYWOOD ON EITHER i. SIDE OVER METAL / STUD, TYP. � PFW-1.1 FINISH FLOOR PANEL BY VENDOR 3/4" MDF PANEL BY PFW-1.1 INSTALLED AND PAINTED -- VENDOR TO BE PANEL BY VENDOR 1 (SEE A6-2.3 AND A6-2.4 BY GC ATTACHED WITH #10 P1-SG PFW-1.1 DRAWINGS FOR LATERAL SCREWS INTO METAL INSTALLED BY GC PANEL BY VENDOR A6-0 SIM. P1-SG BRACING SUPPORT) INSTALLED BY GC 3'-1 1/8" 8,. STUDS @ 8" O.C. 4 (TYP) 04 DIVIDER WALL ELEVATION SCALE: 3 1/2" = 1'-O" 9'-6" A.F.F. NOTES: NOTES: T.O. FRAME FOR PRICING AND REFERENCE ONLY. REFER ALL BEADBOARD TO BE TO SHOP DRAWINGS FOR CONSTRUCTION PROVIDED, INSTALLED I o 3 CONSULTANT INFO: AND INSTALLATION INSTRUCTIONS. AND PAINTED BY GC. GYP BOARD CEILING AND TRELLIS AND L STRUCTURE. FRAME BY VENDOR. - NOTES: INSTALLED BY GC. 4 X 4 BOXED HEADER SEE RCP GC TO BUILD FITTING AREA DIVIDER WALL FP-4 4 / PROVIDED BY MILLWORK VENDOR PER A6-2.3 & A6-2.4 DWGS. T.O.FRAME SN AND INSTALLED BY GC f 4" X 8" BOXED HEADER - :�d PROVIDED BY MILLWORK TRELLIS AND GC TO PROVIDE BLOCKING VENDOR, INSTALLED BY 5 00 FRAMING BY VENDOR. ABOVE CEILING FOR GC, SEE A6-2.3 & 00 g" 3'-1 1/8" 4„ INSTALLED BY GC. ATTACHMENT W/ (2) A6-2.4 DWGS FOR - #12 SCREWS @ 16" OC, DETAILS SEE A6-2.3 & A6-2.4 12'-0" (2) #12-16 SCREWS @ DWGS FOR DETAILS B X 4" LATTICE PROVIDED v 0 IN T.O. TRELLIS/ 12 OC INTO STUD WALL BY MILLWORK VENDOR, PROFESSIONAL STAMP: N 'NINSTALLED BY GC No IN B.O. CEILING TOP TRACK BY GC FP-4 3/4" MDF PANEL BY CONT 8" METAL STUD ARC No 0 5 (80OS162-54) BY GC, VENDOR TO BE �� ,� ATTACHED WITH #10 No 0 N SEE A6-2.3 & A6-2.4 SCREWS INTO METAL `mac' No 0 DWGS FOR DETAILS PFW-1.1 STUDS 8" O.C. JOHN A.CHIPMAN C� LINE OF 4" X 4" POST BEYOND N JA9'-6"A.F.F. (TYP) No NN 00 IN jk 9_2> El T.O.HEADER CAP DIVIDER WALL PANEL BY 2 No.3653 VENDOR. DES PLAINES B.O. TRELLIS/ INSTALLED AND PAINTED ® ,IL T.O. SOFFIT. \ BOX HEADER PROVIDED BY P1-SG BY GC. 3-5/8 METAL STUD MILLWORK VENDOR, 3-5/8" METAL STUD FIT STUDIO PASS THRU \ __._._.._...... WALL BY GC, A6-2.3 & INSTALLED BY GC, SEE FRAMING @ 16" OC '.a A6-2.4 DWGS A6-2.3 & A6-2.4 DWGS IA 1y - -- FOR DETAILS o (362S162-54) WITH �/�// „ 1" 8 1/8" 1'_5" FP-4 'r Q 3-5/8" CONT TRACK 3/4 CLEAT BY o (362T125-54) TOP ARCHITECT INFO: c AND BOTTOM -......._.-............... MILLWORK VENDOR, I I_ INSTALLED BY GC LINE OF PANEL BEYOND °O cn ..........................._.__.__........_...._._.- SALES AREA FP-4 ChipmanDesign FIT STUDIO PFW-1.1 Ascnitecture enc . .._.__..________.._..—..._...._ ._.__—.._. 2 7 0 0 S. W 1v: 'r E o.c. S alt. 400 CF;•,F,;�,,".,, Des Ptoinsi ;9'47.2 r.ois 60018 //-1/2" BEAD BOARD B62 PANEL BY VENDOR PROVIDED AND INSTALLED BY `D 3 4 PLYWOOD T E47.198 8900 F BQ 7.298.>Fbb 3/4 PLYWOOD INSTALLED BY GC. 00 0: GC0 00 . BOTH SIDES. PAINT a' SUBSTRATE BY GC, INSTASUBSLLED 1'-8" -------- INSTALLED BY GC00 FP-4 L 5'� I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED ...__..._ IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE (2) LAYERS OF 3/4" PLYWOOD 3/4" PANEL BY MILLWORK —— '— BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, SUBSTRATE BY MILLWORK VENDOR, INSTALLED BY GC 3/4" PANEL BY RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR d- RELATING TO STRUCTURES AND BUILDINGS. VENDOR, INSTALLED BY GC PFW-1.1 MILLWORK VENDOR, - CONTRACTOR NOTE 3/4" FRENCH CLEAT BY GC INSTALLED BY GC `r 1 1/2" ANCHOR ALL BOTTOM FP-4 PFW-1.1 =i U-) TRACK TO CONCRETE SLAB ISSUE TYPE: WITH 3/8" DIA HILTI KWIK 100% CD CHECKSET 12/12/14 START BEADBOARD PATTERN 2"X 4" BY MILLWORK FP-4 BOLT TZ ANCHOR @ 16 PERMIT REVEAL ABOVE TRIM START BEADBOARD PATTERN VENDOR, INSTALLED BY GC OC (2" EMBEDMENT) LL APPROVAL REVEAL ABOVE TRIM WOOD TRIM BY MILLWORK VENDOR, INSTALLED BY GC -.--- - 0'-4112"A.F.F. - - --- -- ----- -"- DRAWN BY: NR/BE GC TO PROVIDE 1 1/2"METAL B.O.BASE TRIM EXISTING DEMISING TRACK AT THE BOTTOM AND 0-0 WALL A&E JOB NO.: 14-7269 No N DROPS PANEL TO TRACK. FINISH FLOOR '' ATTACH TRACK THRU BOLT PER FLOORING FINISH OOD SHEET TITLE: SCREWS ANCHOR PANEL ) STRUC. DWGS. BB2 SUPPLIED AND PFW-1.10 0 OVER (E) CONCRETE ENLARGED DIVIDER WALL TO TRACK INSTALLED BY GC. PANEL SYSTEM BY SLAB OIL PLAN, DETAILS & 0'-0"A.F.F. PAINT P1-SG VENDOR 00 T.O.FINISH FL0: INSTALLED BY GC. 0'FINISH F . FINISH WOOD FLOORING T.O.FINISH FL ELEVATIONS THRU BOLT TO FLOOR 4 ° a A ° ° SHEET NUMBER: [>< ° A6 - 2 . 2 DIVIDER WALL PANEL AND TRELLIS DETAIL SCALE. 5 DIVIDER WALL ELEVATION SCALE: 4 SECTION AT MODULAR WALL PANEL SYSTEM SCALE: 2 DIVIDER WALL ENLARGED PLAN SCALE: 1 3 = 1 0 1/2" = l'-O" 3 = l'-O" 1/2" = 1'-O" NEW STORE GATH LETA GAP INC. CORPORATE ARCHITECTURE 1 HARRISON STREET SAN FRANCISCO, CA 94105 STORE NO.: 4642 I I STORE NAME: WASHINGTON SQUARE STORE LOCATION:E rd > WASHINGTON SQUARE I I 9585 SW WASHINGTON SQUARE RD PORTLAND, OREGON 97223 SPACE # H-10 f I 8 6-2.4 PROJ. I.D.: 0000052034 I TYP. AT TOP PROTOTYPE DATE: 07/23/14 f PROTOTYPE VERSION 4.0 I Ij Li 4 III I s-2.4 II ( I I TYP. AT BASE ..A I I I v S:sq �fF3 5 III I III I 6-2' TYP. AT CORNER III I , 6 III I I I TYP. � ri X1. TT Ll Li I 8zLl III I I III i ; I 2 ' III I I 6-2.4 III III I 4 I ZA CONSULTANT INFO: � I s-2.4 H III I I TYP. AT BASE 944 6-2.4 III I TYP. AT BASE 7 7 10 € � 6-2.46-2.4 6-2. n 3, TYP. AT TOP PROFESSIONAL STAMP: III I TYP. AT TOP TYP. AT TOP 1 1 III I 1 C ° TYP. AT BASE 6-2. 6-2. TYP. AT BASE �'iD ARC I ( `fir' ' W 5TLTI Li Li Li "I— _ � JOHN A.CHIPMAN �C� s fi III I Lij No.3653 III I DES PLAINES,IL III I I 6-2. TYP. AT BASE . . 2 III I � 6-2. III I TYP. AT ALL TYP. AT TOP y 8 III I CORNERS 6-2.4 ARCHITECT INFO: III I / TYP. AT TOP ChipmanDesign _...... ......... ___ ...._.._ _.... .._...... — ._-- _.-- / Arc h i t e c t u r e Inc. / \ 2700 5. U-1, 40.0, 3�ltw 400 T 847?49886900 Fi 847`496 6966 / I ,Z 4 I 11 I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED I IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, 6_2 4 6-2.4 6-2. RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR ........ I 3 TYP. AT FITTING ROOM TYP. AT BASERELATING TO STRUCTURES AND BUILDINGS. \ _ 1 DIVIDER WALLS ISSUE TYPE: TYF' 6-2. L / 100% CD CHECKSET 12/12/14 II PERMIT &--BSB LL APPROVAL o Ulm DRAWN BY: NR/BE EE A&E JOB NO.: 14-7269 — — — — — — — — — — — — — — — — — — — — — - - SHEET TITLE: ENLARGED FIXTURE LAYOUT SHEET NUMBER: SCALE A6 - 2 , 3 ENLARGED FLOOR PLAN - FIXTURE LAYOUT 1,2"= 1,_0„ 1 NEW STORE METAL STUD FRAMING (SEE PLAN) METAL STUD FRAMING (SEE PLAN) PROVIDE RIGID VERTICAL& STUD ® AT H LETA DIETRICH E685 EASYCLIP W/ DIAGONAL BRACING (2 DIRECTIONS)W/ FRAOMING DBLMETAL WALL LCONNECTION (6)#10-16 SCREWS EA LEG I I 3-5/8" METAL STUD FRAMING @ 8'-0" OC (362S162-54) (362S162-33) 8"CONT METAL STUD ( 1 GAP INC. (800S162-54) 1 3-5/8" METAL STUD CORPORATE ARCHITECTURE FRAMING @ 16" OC 1 HARRISON STREET + I (362S162-54) SAN FRANCISCO, CA 94105 WOODEN SOFFIT 3/4" PLYWOOD (4)#10-16 SCREWS + BLOCKING STORE NO.: 4642 (TYP) -}- (CONT @ WALL) 3/4" MDF PANELS o I STORE NAME: MOUNTED W/ 1 w I CLEAT SYSTEM INTO PLYWOOD SHEATHING C i WASHINGTON SQUARE `J (TYP) (TYP) i ! STORE LOCATION: WASHINGTON SQUARE 9585 SW WASHINGTON SQUARE RD i CONT 2x CLEAT FOR FIXTURE 4"x 4"WHITE OAK POST ASSEMBLY PORTLAND, OREGON 97223 ANCHORAGE TO WALL FRAMING. BY FIXTURE VENDOR. FASTEN TO SUSPENDED CEILING I FASTEN TO WALL W/#12 x 3-1/2" CLEAT W/ 10d NAILS @ 12" OC EA SIDE SPACE # H-10 ASSEMBLYSCREWS STAGGERED @ 12" OC (2)#10-16DBL 3/4" PLYWOOD SHEATHING W/SHOP PROD. I.D.: 0000052034 00 METAL STUD WALL SCREWS CONT 2x BLOCKING FOR HEADER APPLIED ALIPHATIC RESIN (GLUE). I @ 16" OC ANCHORAGE TO CEILING FRAMING. ANCHOR INTO POST ASSEMBLY W/#9 PROTOTYPE DATE: 07/23/14 FRAMING (SEE PLAN) I 4"x8"WHITE OAK FASTEN TO PLYWOOD W/(2)#12 WOOD SCREWS @ 16" OC CONT HEADER CABINET SCREWS INTO POCKET HOLES. PROTOTYPE VERSION 4.0 BY VENDOR DBL 3/4" PLYWOOD SHEATHING W/SHOP APPLIED ALIPHATIC RESIN (GLUE) CC HEADER CONNECTION DETAIL SN/AE (800S1622-54)-54)11 8" CONT STUD DIVIDER WALL ANCHORAGE SN/AE 6 FITTING ROOM WALL ANCHORAGE SN/AE 3 (2) #12-16 SCREWS @ 16" OC INTO STUD WALL TOP TRACK 1"x4"WHITE OAK LATTICE FRAMING 4"x21"WHITE OAK HEADER BY VENDOR 4"x 4"WHITE OAK POST ASSEMBLY HEADER BY PROVIDE RIGID VERTICAL& BY VENDOR. TOP INSTALLED BY FIXTURE VENDOR VENDOR, VARIES - AFTER 8" METAL STUD HAS SEE ARCH A DIAGONAL BRACING (2 DIRECTIONS) BEEN ATTACHED TO WALL. SEE ARCH W/3-5/8" METAL STUD FRAMING DBL 3/4" PLYWOOD SHEATHING. HEATHING (362S162-33) I + W/SHOP APPLIED ALIPHATIC T/ HEADER 9 6 A.F.F. OIL SIMPSON LTT20B HOLDDOWN RESIN (GLUE). ANCHOR INTO W/ 1/2" DIA HILTI KWIK BOLT TZ #10 x 6" T/ HEADER ANCHOR INTO SLAB (2" EMBED) 1 POST ASSEMBLY W/#9 CABINET SCREWS STAGGERED 1 I SCREWS INTO POCKET HOLES. & 10d NAILS INTO WOOD FIXTURE @ 8" OC + — — 150T150-33 TRACK 1-1/2" CONT 3/4" PLYWOOD + I ( ) BLOCKING + (4)#10-16 SCREWS 1 (TYP @POST) + W/#10 x 1" FLAT HEAD SCREWS (TYP) 1 SPACED 12" OC STAGGERED I EA SIDE OF PANEL DBL 3/4" PLYWOOD SHEATHING W/SHOP (2)#10-16 SCREWS _ _ I APPLIED ALIPHATIC RESIN (GLUE) (TYP @ EA STUD) _ (TYP) CONSULTANT INFO: op 3-5/8" METAL STUD 1-1/2" CONT TRACK (150T150-33) FRAMING @ 16" OC W/3/8" DIA HILTI KWIK BOLT TZ #10 x 1" FLAT HEAD SCREWS 3-5/8" CONT TRACK (362T125-54) FIELD INSTALL FINAL PIECE OF(362S162-54) ASSEMBLY AFTER HOLDDOWN ANCHORS (2" EMBED) PLACED SPACED 12" OC STAGGERED 4" FROM EACH END OF PANEL EACH SIDE OF PANEL 14 3/4" PLYWOOD SHEATHING INSTALLATION IS COMPLETE (TYP) SUSPENDED CEILING 3/4" MDF PANELS 3/4" PLYWOOD SHEATHING (E) CONCRETE SLAB ASSEMBLY 4"x 4"WHITE OAK POST ASSEMBL I BY FIXTURE VENDOR. FASTEN TO MOUNTED W/ (TYP) CLEAT SYSTEM #12 x 1"SCREWS @ 12" OC BLOCKING W/(2) 10d NAILS EA SID (TYP) NOTE INTO POST ASSEMBLY ATTACH PLYWOOD SHEATHING SOLID 2x BLOCKING FOR POST I TO METAL STUD FRAMING W/ a a a PROFESSIONAL STAMP: ANCHORAGE TO CEILING FRAMING. 3-5/8" METAL STUD #10-16 SCREWS @ 12" OC (TYP) #12 FASTEN x 3 %O"WOOD OSCREWS FRAMING @ 16" OC l `P 41 (362S162-54) A T`4 Q) J0liNA.ClrlP4N4AN SEISMIC POST ANCHORAGE @ CEILING SCALE 10 DIVIDER WALL (TOP) SCALE g PROCESSING AREA HOLDDOWN SCALE 5 TYPICAL SLAB ANCHORAGE DETAIL SCALE 2 No.3653 N/A N/A N/A N/A � Bl;s PLkt�ILS,I!�. 1p NOTE ARCHITECT INFO: ATTACH PLYWOOD SHEATHING TO METAL STUD FRAMING W/ ChipmanDesign #10-16 SCREWS @ 12" OC (TYP) DBL 3/4" PLYWOOD SHEATHING W/SHOP Architecture Inc, HEADER BY VENDOR, ( I (GLUE). 27G0 6, a rE, 11i Is 6 16 APPLIED ALIPHATIC RESIN GLUE o<j r�Ai"�z, in€E,clx aocie VARIES-SEE ARCHANCHOR INTO POST ASSEMBLY W/#9 GFD 5 847.098.6 100 r 847,748.6f66 3/4" PLYWOOD SHEATHING (WHERE APPLICABLE) CABINET SCREWS INTO POCKET HOLES. 3-5/8" METAL STUD HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED FRAMING @ 16" OC IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE P WO #10 x 6" BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, (3625162-54) RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR LO ING SCREWS STAGGERED � � // RELATING TO STRUCTURES AND BUILDINGS, P 0 3-5/8" CONT TRACK(362T125-54) @ 8" OC W/ (2)#10-16 SCREWS INTO STUD 3-5/8" CONT TRACK(362T125-54) I I (2)#10-16 SCREWS SIMPSON LTT20B HOLDDOWN /'Ji 11 O W/3/8" DIA HILTI KWIK BOLT TZ W/ 1/2" DIA HILTI KWIK BOLT TZ / / 4"x 4"WHITE OAK POST ASSEMBLY ISSUE TYPE: ANCHORS (2" EMBED)@ 16"OC (TYP @ EA STUD) ANCHOR INTO SLAB (2" EMBED) % �j BY FIXTURE VENDOR 3/4" PLYWOOD SHEATHING ( I & 10d NAILS INTO WOOD FIXTURE100% CD CHECKSET 12/12/14 A 00p, (TYP) I PERMIT (E) CONCRETE SLAB I I LL APPROVAL NOTE I I I I 3-5/8" METAL STUD I I DRAWN BY: NR/BE ATTACH PLYWOOD SHEATHING FRAMING @ 16"OC j// ji�j . A&E JOB NO.: 14-7269 TO METAL STUD FRAMING W/ (362S162-54) SU EN D 11-11 #10-16 SCREWS @ 12" OC (TYP) SHEET TITLE: a � a � SE LY 4" 4" IT AK OS SS BL ° Ll j Y F TU VE 0 AS N T <iw FIELD INSTALL FINAL PIECE OF FIXTURE ANCHORAGE B CKI G W 2) 1 NA SE ID ASSEMBLY AFTER HOLDDOWN INSTALLATION IS COMPLETE DETAILS r I S ID BL KIN FO OS ANC OR E T CEI G F AM G. ST TO LY OD /( #1 x 3- "W OD RE S SHEET NUMBER: SC E SCALE SCALE SCALE A6 - 2 . 4 P. T N, PROCESSING AREA WALL (TOP) NAL 7 TYPICAL SLAB ANCHORAGE DETAIL NAL 4 TYPICAL POST HOLDDOWN DETAIL NAL 1 NEW STORE 5/8" FULL HEIGHT A GATHLETA GREENBOARD BEHIND FINISHES. GYP BOARD PAINT P1-MG GAP INC. CORPORATE ARCHITECTURE 1 HARRISON STREET SAN FRANCISCO, CA 94105 TRIM 63 STORE NO.: 4642 PAINT P1-MG GREEN BOARD - PAINT AS SPECIFIED STORE NAME: 1 1/2' WASHINGTON SQUARE 6 MTL. SCREWS 5'-7-1/2" A.F.F. # CLIP W/ 1/2" STORE LOCATION: #6 T.O. TRIM GYP. BD. P1-MG WASHINGTON SQUARE < WATER COOLER & WALL 9585 SW WASHINGTON SQUARE RD A.F.F. CTO CUT CLG. PORTLAND, OREGON 97223 BEADBOARD & CEG. EQ. EQ' SPACE # H-10 TRIM AROUND z' ' MIRROR B3 B.O. TRIM3/4" ' P1-MG .. . _ _ .......� .. .. . . ........................ PROJ. I.D.: 0000052034 TM-3 _ GC TO PAINT FRAME BB2 PROTOTYPE DATE: 07/23/14 P1-MG AND P1—Mc ----- PROTOTYPE VERSION 4.0 PROVIDE 1/4" THICK BB2 TEMPERED GLASS DUAL HI-LOW ELECTRIC DRINKING PAINT P1-MG MIRROR SECURED TO FOUNTAINS - CENTERED ON NOT USED SCALE: PLYWOOD BACKING. WALL, TYP. REFER TO PLUMBING __. ... o 6 SCHEDULE FOR SPECIFICATIONS 7,c71- INSTALL PER ° Q MANUFACTURER'S 1 8" TAPER AWAY/ RECOMMENDATIONS. B2 00 FROM MIRROR y ' .......... .............. _.......................... ...... ...... Cd P1-MG Q INSTALL 2X INSTALL WATER00 BLOCKING IN BO ELEVATION BARRIER OVER GREEN � PLUMBING r BOARD AT 1 117 WALL BEHIND SINK. TOILET ROOM i WALLS � NOTE: COUNTER SINK NAILS; PUTTY AND SAND BEFORE PRIME/PAINT. OUTLINE OF ® BASE BELOW START BB2 CHANNEL BEAD AT o TOP OF T-4 BASE \ F - - - - z 1 \ T-3 FLOORING START BB2 CHANNEL AT TOP OF BASE, TYP. 1 =� T-4 BELOW BB2 o ,� INSTALL WATER - Z ....... USE 1/8" BED OF MORTAR SOo \ BARRIER OVER I /_,.. _._ _ 1 CONSULTANT INFO: THAT FACE OF TILE AND FACE � r)__� 6 '- - z 8" \ 6" MAX. SHEATHING AT MITER BB2 BASE OF BEADBOARD ABOVE ALIGN. _ Q \ TOILET ROOM OA PLAN AND ® AT ( I I METAL TRANSITION N \ WALLS CORNERS STRIP BETWEEN WOOD WATER COOLER co CD \ 5 I& WALLI I FLOORING AND TILE I� 24" MIN. \ ^ ^ _ NOTE: I I TILE PATTERN G.C. TO PROVIDE BACKING AT ALL 4'-2" - WATERPROOFING MEMBRANE - WRAP UP 25" MAX. - WALL MOUNTED ITEMS START POINT WALL 6" BEHIND TILE BASE w F.O.F OF FOUNTAIN, (SINK) 1 1 z ! 30"X4C -- - - - J -- --- - TYP. T-3 ON CONTINUOUS MORTAR BED MATCH BB2 OVER 5/8" GREEN BOARD AT 1 - HEIGHT OF FITTING AREA FLOOR Q TOILET ROOM WALLS. RUN GREEN 1 I J g III Iffill BOARD ENTIRE HEIGHT OF WALL. PAINT AS SPECIFIED )A� 1 1 w CONCRETE SLAB- 4"q, T-4 PROFESSIONAL STAMP 4 . e d d °e AR BEADBOARD CHANNEL DETAIL AT BASE SCALE: SCALE: SCALE: SCALE: L��� t� 6" = 1'_0„ 6 SECTION AT BEADBOARD 3" = l'—O" 5 TOILET ROOM SINK SECTION 1_1/2„ = l'—O" 4 DRINKING FOUNTAIN NICHE 1/2" = l'—D" 2 t�„`� JOHN A.i,I IPIIAN � CORRIDOR IT No.3653 9'-2" A.F.F. 3 DES PLAINES,IL B.O. GEEING GO-2.3 7'-8 5/8" 4 PAPER TOWEL SURFACE MOUNTED 62 DISPENSER AS B2 B2 5 F.O.S. TO F.O.S. g CH-2 -- GYP. CHANGING TABLE. - 1'-10 7/8" 3'-0" 5" - P1-MG SPECIFIED P1-MG P1-MG � P1-MG 7f TM-3 GYP. BD.� GYP. BE) GYP. BD.� P1-SG TILE PATTERN ARCHITECT INF P1-MG P1-MG P1-MG START POINT DOOR BUMPER; MIN. 54" � I ALIGN WITH B3 P1-MG I - - B3 DOOR KNOB B3Arc- -_ - - - - - ChipmanDe i n \'. � ,•. 2700 Sh 51vrr Rcc� s,.ii� a00 ilecture Inc. P1-MG _ P1-MG 1 18„ 1���vvvvv �' � ` .._.............Sl\11�11��.... .,.. Dns Y!olr cs, iso 47, 8G078 /��� I T 847.298.5900 F 8k 7,298.59bb MIN 2'-0' TM-3 , ............. °^ _ TRANSITION STRIP CD .......... .. . ......_. .. ...................... .. .............. ...... . J 39"-41" I 662 GRAB BAR EQ. �Q• o CENTER UNDER EQ. ......... ............... .... __ ..................................... ......... ..................... .... . _..._3r._O ......... ..__ 1 SURFACE � � ., DOOR, TYP. I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED P1-MG Err MOUNTED o 1'-0" oo EQ. EQ Q IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE — ....._.. BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, _........... .... .._.. .... ._.........___....__.._...... __... _. 9 -- _` FB B72 7 W RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR ___.. CHANGING ❑ o GRAB BARS---// ARS i I RELATING TO STRUCTURES AND BUILDINGS. 3' 0" ..__... 11 Of N TABLE _ N __. = DRAIN ( w \ m m f I - 30"X4t°I I . ........._ . ._.._.... --- __._.._ o - - - - _Q.- `o TOILET o EQ. EQ. _. Q z Q v 6�"X59" I "' \ ......._. 00 PAPER _ _ . _. N L„_ ... z z w Q I V N "' 100% CD CHECKSET 12/12/14 o 45'-0" MIN. CLEAR I o DISPENSER w L� i � _ `� Q \ I 5 Li PERMIT & BFB [If ___.,.__ BB2 __._-._._ �, ___._ ._.. _ - J N __ L,i _ o __ w M uj z m o BB2 / � _ LA F:l Lai _ z LL APPROVAL 0 o z __ __.._ P1-MG _.__. _..__ I_ a. ..._..... . ..._.._. _.___. __. _.__..__.___ a P1-MG _.___.__..___. ___ i Li �, `�' = 12° :� w ."�� ....____ .__...�__ --- � Y � U' `� � 18" I I GO-2.3 T-4 N N z o N _ L_ ._.._.. . _....._. .. l_ . ..... 1 U, Z co I DRAWN BY: NR/BE nl c�� �' o c� >< MAX. N \ C i ( 18" _T ' I I C"i A&E JOB NO.: 14-7269 I ISH FLOOR ) p 3 g I I SHEET TITLE: PLUMB. REFER TO TOILET SEAT COVERL © WALL—MOUNT SINK © FEMININE NAPKIN TOILET T_4 ( i — NOTE: TOILET FLUSH T-4 PLUMB. SHEET A DISPENSER CONTROL MUST BE LOCATED SEE 4/— DISPOSAL PAPER TOE CLEARANCE L.I_. TOILET ROOM PLANS AND O ON THE OPEN SIDE KICKPLATE DISPENSER o A T ° DETAILS (17" - 25") I GENERAL NOTES: 1. INSTALL ACCESSORIES AND LIGHT FIXTURES WITH SCREWS OR BOLTS EXTENDING AT LEAST 1" INTO SOLID BLOCKING. 2. INSTALL � OF CONVENIENCE DUPLEX RECEPTACLES AT 44" A.F.F. 3. INSTALL (1) COAT HOOK 4'-0" A.F.F. ® CENTER LINE OF DOOR (TOILET ROOM SIDE) 3'-0" 4. FOR TOILET ACCESSORIES, SEE SPECIFICATION SECTION 10800. FOR FIXTURES, SEE PLUMBING SCHEDULE. NOTE: TOILET FLUSH CONTROL SHEET NUMBER: 5. ALL WET AREAS MUST BE WATERPROOFED AT LEAST 6" UP THE SIDES OF THE WALLS. Err MUST BE LOCATED ON THE OPEN SIDE, TYP. A6 - 3 TYPICAL ROOM ELEVATIONS SCALE: 3 ENLARGED TYPICAL TOILET ROOM SCALE: 1 NEW STORE _028'-11" B.O. DECK BOH GATHLETA FLUORESCENT LIGHT STRIP, TYP. GAP INC. CORPORATE ARCHITECTURE 1 HARRISON STREET 13'-0" 1z SAN FRANCISCO, CA 94105 _0T.O. FURRED WALL/ Li STORE NO.: B.O. ACT CEILING 4642 UNISTRUT STORE NAME: MOUNTED TO WASHINGTON SQUARE CEILING. 1'-10 1/2" STORE LOCATION: BOH SHELVING TYP. P1-SG WASHINGTON SQUARE WITH HANGBAR 17'-6 1/4" 1'-10 3/4" 9585 SW WASHINGTON SQUARE RD BH-1PORTLAND, OREGON 97223 TYP. I GC TO USE ARDEXSPACE # H-10 FLOORING TO TRANSITION 1/2" ADA n_ FROM WOOD TO CONCRETE THRESHOLD -� -SLOPE MAX: 1:48, TYP. SEE 5/AO-1.1 CORRIDOR - - - - - PROD. I.D.: 0000052034 5� N". _.... .._ _ I I o 0 0 PROTOTYPE DATE: 07/23/14 1 II II II 1 II I PROTOTYPE VERSION 4.0 N- - - - - N— � - - � — 1 I uR-1 I a — Vnr)oo- < 2 1SINK WITH1 0-23 1 EMPLOYEE31 GARBAGE DISPOSAL o( AREA SEE AO-1 6'-4" I 1O'f3 1/2" 30"x48 I l 1/2" -- -. ... ..... ..... --- -- -- - - 3 - -J � EMPLOYEE TME DOOR, AS-BUILT DRAWING E CLOCK/BULLETIN SEE AO-1 TUBE. 4'-0° I BOARD BT- ABOVE I - - - 3 SEE PLUMBING MOP SINK. SEE 0'-0" EMPLOYEE I I 1 /A7_, DRAWINGS LOCKERS EL-1 1 0 1 FINISH FLOOR 0 1 I I I `� 5'-0' I II I I EMPLOYEE COUNTER DOOR-SEE AO-1 - - - B1 -. Y L- � 'Limon � I II II I II II II Il II I i BOH AREA ELEVATION SCALE: 3 2 1.1 L�- -- - - _ ►L - L - __ lam _ -- - - IL - - J % CONSULTANT INFO: 1/2 = 1 -0 N MD-1 MC-1 ' TELEPHONE _ BOARD 28'-11" M 6'-4" 4'-3 3/4" 8'-5" — 2-9" 5'-7 %"2' s / 8 5 ,4 B.O. DECK �I __ MANAGERS DESK MANAGER S BOH �, I � FLUORESCENT N `� 1 AREA 3 co LIGHT STRIP, TYP. 6-4' I GC TO EXTEND STRIPING A MIN. ; f' UNISTRUT UNISTRUT >* FITTING OF 4" ON EACH SIDE AND A MIN. r" MOUNTED TO _ ABOVE, TYP. 2 OF 2'-6" IN FRONT OFROOMS CEILING. SEE A6-5 6-4. EQUIPMENT,TYP. / k4'� PROFESSIONAL STAMP: A6-4 jk 13'-0" FLOOR STRIPING T.O. FURRED WALL/ SEE 2/A7-1 _............:.............. 4 � AP. B.O. ACT CEILING STOCK AREA � 0-2.3 �J 6" FLUE SPACE FLOOR STRIPING HDS-1 TYP. HDS-2 _ ire.3653 SEE 2/A7-1 ,/� S PLAINS _ S,I 30 x \\ 30° D x \\ 30" D x 30 D x ' \ 30" D x 30" D x 30'0 x BOH SHELVING -1) W x ' WITH HANGBARn 36".W x 36" W.x `.,, 36" W ,x 36" W x 36" W x 3 W x �;�.f a;„F.rrd..YP Y&d fi 'tlk1 tid - \ 11 'K� „ , n \• .,. n A �Q BH-1 i -0 H 8-0 H.. $-0 H 8-0 H $'-0" H 8'-0" H -0 H i np i FIXER �.v MOBILE ` MOBILE MOBILE MOBILE ` MOBI4E FIXED - � \ \ ARCHITECT INFO: L \ 1 ChipmanDesign Architecture Inc 2700— -� —r .� D s PS or, s'. ;iv��o1s 60678 3 x -Sr D x ,.. 30'r:D x T -5r D x � 3D'�D x � �0\ P1-SG n _ T 8b7.248.34UD C 847,248.d93E � n..,, n n n x.. �. 3 W x \ 36 W x 36 W,x 36 W x 36 W x 36 W\x 3 W x n .aA sF8* a. x s n --:, r n . i „ \ ` s n •a e;k,z: n ws s n 0 0 _Q H \ \ \8-0 H., `$-0 H` 8.,-0 H $.. OOH 8-0 H -0 F CD TELEPHONE F 3" \ pp pp \ ----MOBILE1 ---- - IHEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED 00 BOARD MIN. \ 11 �\ 11\ I� �� - 1 \\ IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE I t BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, \ ItIC II \ II II lI II \ II II \ II II Il II RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR \ \ 1 1 \\ II RELATING TO STRUCTURES AND BUILDINGS. .......... ,/,,::5:✓a £,;o� '..' r/ ✓.- i,. t f r 6 ,' ,_.. ,+:,, .Rr3 e "-, , .,. §,Y.:^., �z ISSUE TYPE• ❑ ❑ HDS STORAGE ELECTRICAL PANELS/ 1009 CD CHECKSET 12/12/14 0 0 - z UNITS HDS-1 TRANSFORMERS - SEE PERMIT-&--BtE SEE A6-5 LL APPROVAL ELECTRICAL. TYP. 27'-5 1/4" DRAWN BY: NR/BE A&E JOB NO.: 14-7269 SHEET TITLE: P1—sc ENLARGED BACK OF N HOUSE AREA PLAN AND 0'-0" ELEVATIONS 11�/FINISH FLOOR ELECTRICAL PANELS - 61 SEE ELEC. SHEET NUMBER: SCALE: SCALE: A6 - 4 BOH AREA ELEVATION ,/2n = E: 2 ENLARGED BOH AREA PLAN ,/2" _ E: 1 NEW STORE 28'-11" _0B.O. DECK ® ATHLETA STOP FURRING 6 BOH FLUORESCENT ABOVE CABINET & LIGHT STRIP, TYP. GYP. TO WRAP TOP. 2x4 WOOD FRAMING GAP INC. CORPORATE ARCHITECTURE UNISTRUT MOUNTED 1 HARRISON STREET TO CEILING. SAN FRANCISCO, CA 94105 3'-0" 4642 FACE OF FURRED OUT WALL T.O. FURRED WALL/ Li Li Li 3/4" OVERHEAD B.O. ACT CEILING STORE NO.: CABINET DOORS WITH P1-SG PLASTIC LAMINATE FINISH STORE NAME: 3" 2 1/2"" N WASHINGTON SQUARE SCRIBE. TO WALL AT 3/4" MDF ADJUSTABLE BACKSPLASH SHELVES ON RECESSED BOH SHELVING WITH I I I I I I I I I I I I BOH SHELVING WITH STORE LOCATION: 2'-5" STANDARDS, SHELVES AND HANGBAR CABINET INTERIOR TO BE I I I 1 -10 1 2' I >- HANGBAR WASHINGTON SQUARE COUNTER BH-1 I I I I ( I BH-1 3/4" LAMINATED PLYWOOD WHITE MELAMINE FINISH YP I I I TYP. - ~ � 9585 SW WASHINGTON SQUARE RD COUNTERTOP PL1 I I I I I I I I I I I I PORTLAND, OREGON 97223 2'-10"OIL 3" S.S. SATIN FINISH I I I SPACE # H-10 T.O. BACKSPLASH DOOR PULL, TYP. I I I I I i I I I I I I -.- _-...........-.------ ---.---.---._...---..__.._. T.O. COUNTER - LOCK TYP. AT ALL DOORS I I I I I I I I I PROJ. I.D.: 0000052034 2-o I I I I I I I I I 00 PROTOTYPE DATE: 07/23/14 -� PROTOTYPE VERSION 4.0 3/4" 3/4" PLYWOOD COUNTERTOP, BACKSPLASH, COUNTER EDGE 2 1/2" DIAMETER HOLE(S) AND� \ WITH PLASTIC LAMINATE FINISH I NET DOORS CUT FOR CORDS GC TO '- o _.._..__.._........_.__._..._...._....................._,, : . FP L71 INSTALL 2x4 WOOD RAILS WOOD SUPPORT AT 24" ALONG WALLS O.C. TYP. K' BEHIND HDS ADD BLOCKING IN FURRED UNITS TO WALL FOR CABINET SERVE AS P.O.S. CONNECTIONS (SEE ATTACHEMENT BUMPERS ELEC. DRAWINGS) RECESSED o o X I I I I ( I I I IN WALL i i N 00N I I I I I I I I I N 1" THICK PARTICLE BOARD INTERMEDIATE WING WALL I I I ( I I I I 1 -0 SUPPORT AS INDICATED. C"I FULL PANEL AT EACH END. i PAINT TO MATCH. 9 3/4' i 0'-0" FINISH FLOOR B1 HDS STORAGE UNITS P1-SG 61 ___l/ HDS-1 TYP. SCALE:' " 6 SECTION AT EMPLOYEE COUNTER SCALE: 4 BOH AREA ELEVATION AT MANAGER'S DESK SCALE: 2 CONSULTANT INFO: SECTION AT MANAGERS DESK 1-1/2 = l'-O" 1 = 1 -0 1/2" = 1'-0" 28'-11" 28'-11° B.O. DECK NYB.O. DECK BOH FLUORESCENT LIGHT STRIP, TYP. PLASTIC LAMINATEUNISTRUT MOUNTED BACKSPLASH TO CEILING. PROFESSIONAL STAMP: T.O. FURRED WALL/ VT.O. FURRED WALL/ E^ , COUNTER MOUNTED B.O. ACT CEILING B.O. ACT CEILINGS`✓ SINK, SEE PLUMBING , 2' w� �� DRAWINGS § JOHN A.C�3iPMAN C"1 3/4- PLYWOOD BOH SHELVING WITH i ii iPLAINE / HANGBAR WITH PLASTIC Pl-SG DES PLAii�;ES,IL LAMINATE PL1 BH-1 1'-10 1/2" TYP. TYP. - AR6t,11tICT 0: P1-SG rn M 4 ChipmanDesign `n Pl-SG PAPER TOWEL Architecture Inc. WOOD FRAMING - DISPENSERCF!) T $4 . R( 9 suit, foo Oes Ffalnes, 'ii r.akx 84078 T Bb 1.298.590E r 8b 7.298 6f66 8" CER. BOH SHELVING WITH REMOVABLE 3/4 I HANGBAR / IHEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE PLYWOOD WITH I ( —— —— —— —— BH-1 BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, ' s PLASTIC LAMINATE I =_ __ TYP 0 ~ RELATING ETOSTRUCTUR SANDGULATIONS AND ORDINANCES DINGS.PORTLAND,OR GARBAGE a ( _ Q DISPOSAL SWITCH 5 ISSUE TYPE: MW-1 SOAP DISPENSER _ m 100% CD CHECKSET 12/12/14 EMPLOYEE COUNTER PERMIT N LL APPROVAL DRAWN BY: NR/BE A&E JOB NO.: 14-7269 P1-SG ° o rn __ __ __ _= I SHEET TITLE: GARBAGE DISPOSALCD BACK OF HOUSE AREA INSULATE PIPES — �' I ELEVATIONS & DETAILS 0'-0" -- -- - -- FINISH FLOOR NVFINISH FLOOR EQ EO 2'-5 1/2L." 2'-8" JE--/ 3/4"J_ L_ B1 EMPLOYEE LOCKERS B1 DOOR-SEE AO-1 RECEPTACLE FOR UNDER-COUNTER VP1-SG EL-1 REFRIGERATOR REFRIGERATOR UR-1 B1 SHEET NUMBER: SECTION AT SINK SCALE:' 5 BOH AREA ELEVATION SCALE," 3 BOH AREA ELEVATION SCALE' A6- 4 . 1 1-1/2 = l'-O" 1/2 = l'-O' 1/2 = l'-O" NEW STORE 28'-11° BOH FLUORESCENT B.O. DECK LIGHT STRIP, TYP. GAT H L ETA UNISTRUT MOUNTED GAP INC. ;-----TO CEILING. CORPORATE ARCHITECTURE 1 HARRISON STREET 13'-0" SAN FRANCISCO, CA 94105 T.O. FURRED WALL/ STORE NO.: 4642 B.O. ACT CEILING STORE NAME: WASHINGTON SQUARE I I I I I I I I I I I I I I I BOH SHELVING WITH I I I I I I I I I I I I I I I HANGBAR STORE LOCATION: I I I I I I I I I I I I I I I BH-1 WASHINGTON SQUARE I I I I I I I I I I I I I I 9585 SW WASHINGTON SQUARE RD I I I I I I I I I I I I I I PORTLAND, OREGON 97223 I I I I I I I I I I I I I I I SPACE # H-10 I I I I I I I I I I I I I I I i I I I I I I I I I I i PROJ. I.D.: 0000052034 PROTOTYPE DATE: 07/23/14 ELECTRICAL PANEL,--,. PROTOTYPE VERSION 4.0 SEE ELEC. GC TO INSTALL 2x4 WOOD RAILS ALONG WALLS BEHIND HDS UNITS TO SERVE AS BUMPERS 10 FINISH FLOOR 61 HDS STORAGE UNITS B1 HDS-2 HDS STORAGE UNITS HDS-1 TYP. NOT USED SCALE: 4. BOH AREA ELEVATIONSCALE: 2 CONSULTANT INFO: - 1/2" = 1'-0,. 28-11" BOH FLUORESCENT B.O. DECK j LIGHT STRIP, TYP. I i I i i I I I ! ioo UNISTRUT MOUNTED I k i TO CEILING. I I PROFESSIONAL STAMP: 13'-0" IV T.O. FURRED WALL/ B.O. ACT CEILING (fir JOTI':.A.CiiiPMAN No.3653 ►�,]. p DES PLA1NE$,,IL BOH SHELHIANGBARI I I I I I � .. 1'-10 1/2" LID BH-1 I TYP. I I I I I I TYP. P1-SG II I ARCHITECT INFO: BOH SHELVING WITH I I I I HANGBAR it BH-1 I I I TYP. _.. _._.....__..._.........................................._............. MANAGER'S SHELBVHIN—G TALL SURFACE r — CT7chc isp. am;Y�aanocDo.esosfti.gan ....................... . . ISArchitecture Inc, MOUNTED WALL STD. _........._._... 24" 0. II T 847.T98.b900 r 847.T98.b9bb I ! I..........._....._..._...... _._........_. ... L �-� 1 5n l'-8" I TRIM SHELF AS I I I 1 lI 5" 5° I II I NECESSARY FOR - I I I I I I I o o I PRINTER I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED? IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE O BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, l'-3 3/4" RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR ............ ........................................... E O e 6 N RELATING TO STRUCTURES AND BUILDINGS. { ;! __ - I ! 1/ " — I� 5" ,� EXTEND MGR.'S 11 I s 4. J I I ( J DESK OVER ISSUE TYPE: r LOCK CART It I n - I I_ o o I I 100% CD CHECKSET 12/12/14 I I I I I i CID I I MD II MC-1 PERMIT *-B& LL APPROVAL I II ��l I % .I —_— I ...............x I 4 :......_....._._..........._...................._.......................... .. , i j I I I DRAWN BY: NR/BE I I I I L_ I -- I - - - A&E JOB NO.: 14-7269 r N L----- J I ----- — — it FILE F II SHEET TITLE: I Co ----- I; !...._ . ... ...................,.._............, ,- USE AREA CABINET I I I I BACK OF HO - I L ELEVATIONS & DETAILS I I _ �, D" FINISH FLOOR INSTALL AUX MANAGER'S 7KEYBOARD TRAY SAFE SAFE 81 DOOR—SEE AO-1 B1 1'-8" HOLD 3'-7" 2'-11" HOLD 2'-9" HOLD AS—BUILT DRAWING B1 TUBE. SEE PLUMBING SHEET NUMBER: DRAWINGS. 8'-5" SCALE: SCALE: A6 - 4 . 2 NOT USED 1/2" = 1'-0" j 1 3 BOH AREA ELEVATION AT MANAGERS DESK 1/2" = 1'-0" I 1 NEW STORE ,/-`- -- NOTES: SHELF SUPPORT 1. DETAIL FOR REFERENCE ONLY. Q 2. INSTALL PER MANUFACTURE'S INSTRUCTIONS AND SHOP DRAWINGS, COORDINATE LAYOUT WITH GATHLETA CONCRETE FLOOR STORE MANAGER AS REQUIRED. SEE -- SPECIFICATIONS FOR FLOOR LEVELING SPECS. 6" 0 ; FLUE SPACE, TYP. MOBILE SHELVING UNIT, ;i 3/16" TAPCON ANCHORS THROUGH SHELF SUPPORT (4 CORNERS OF SEE PLAN FOR QUANTITIES GAP INC. EACH SHELVING SECTION) HANG BAR c CORPORATE ARCHITECTURE 2'-6" S-0" 2'-6" 2'-6" 2'-6" °0� 1 HARRISON STREET C — o�UJ"� «.,t„fu>.>)w.>,y,tU°7),)'Ss<ca{t{ri),�c{„va(G<r{inf^J>k))))f(Ot°r.]�>,)3'�GO,ro�!Gn.)>.>?.';°;1o(,sr>>.)>>.TGftG!(G0>,}))'ot<Cna_,>)'O!Lirt(a.>3')).t.'>>>)"0COc>):t,(J,'})?1'f0C"C.�..:.. .),0'_,.fa°..si.,°">'3'O(O;°)°tt,f,>))oL(_c3)`Go`f,'°•`'','"f<CC(°3>(f<c'fa3�`,ia�,,{�` tUsOr , 1. 0 0 O°° °00— O A FRANCISCO, C O, C 410 9STATIONARY SHELVING FLOOR ATTACHEMENT MIN. ° °o°o > GG 0o0°0° 0STORE NO.:° ° 4 64 2°0 n) r . 0 > O°O 0°0°0° , ) e0 0() °° O°O° O°0 °°O°° , °O0 O° Ct0OO o0°0°0° Oo° 0 OOOOOOcSHELF SUPPORT Oo°o° STORE NAME: o000O MOBILE 000°0o0> STATIONARY °4 ° °o° (<< 00 oO SHELVING WASHINGTON SQUARECARRIAGE 0°0° °>.( r;Uor°u, 0 GOcSHELVING O0 Oo0OUNIT > 0000 0 'iy . nUNIT oo ° oo0oOO OOOOOO O OOO O f )) OO G > UoT{, )C'>{1/41TEK SCREW THROUGH ) t> O0O OO°OO°OO° 000° °00000° OSTORE LOCATION Q 110°0 °°° O0°0OO °0°°0°°SHELF SUPPORT (4 CORNERS OF FIRST SHELF °°°°o° °°°°° °WEDGE LOCK °oOoO °°0000 °EACH SHELVING SECTION) °° WASHINGTON SQUARE,° "t;^eG° PEG BOARD 0000 00000 000°°°BY VENDOR 0O0OO O°0°0°0 0 9585 SW WASHINGTON SQUARE R DSHELF SUPPORT INSTALLED °O STATONA0OOO rs °o°a0O°O 00O0O0O0 000 PORTLAND, OREGON 97223 BY G.C.>,tUCt. , u ° 0FLAKEBOARD SHELF OO0OO °<SHELVIN0 _ a( , t ,UNIT < o°o°o° oOoOoOo )o) C U,. O°O°O°OO °O0s OOOANTI TIP HOOK 00 00>3 OOOOOOO O°O°°O°°O OO 0, 0 0 C ° is 3i ooo ° °o ° °� 0000052034TTP CATCH NOTES: PROD. I.D.: )° a 00000000 1. DETAIL FOR REFERENCE ONLY.SPACESAVER 4—POST (PART OF RAIL) 0000000 SHELVING UPRIGHT ;Q ------ SEE DETAIL 'J 7C 2. INSTALL PER MANUFACTURE'S INSTRUCTIONS 00000°° PROTOTYPE DATE: 07/23/14 _ _ AND SHOP DRAWINGS. SEE SPECIFICATIONS 000 7A/ 7B FOR INSTALLATION AND FLOOR LEVELING 0° PROTOTYPE VERSION 4.0 00° SPECS. ° I I _ ;; MOBILE SHELVING UNIT ELEVATION SCALE: 5 MOBILE SHELVING ISOMETRIC SCALE: 3 B MOBILE SHELVING / CARRIAGE FLOOR ATTACHEMENT N.T.S, Al (NOTE: ALTERNATING PATTERN) 8°S 1'-4" 3/8" SLEEVE / EXPANSION ANCHOR EXIST. FLOOR/ROOF DECK XISTING FRAMING LOCATE UNISTRUT NOTE: ALL MATERIALS BY (STEEL JOIST) ° 0 0 3 ° WITHIN 12" FROM UNISTRUT, U.N.O. CONCRETE FLOOR ° 0 ° ° 0 ° ° TRUSS/JOIST PANEL POINT 3/8" DIA. STEEL 3/8" SLEEVE / EXPANSION ANCHOR THREADED ROD � ) 3" MIN.TRACK SECTION 2) TRACK PLAN 3/8" DIA. NUT P1063 TOP & BOTTOM OF UNISTRUT WITH A RAIL / FLOOR ATTACHMENT FOR STANDARD INSTALLATIONS JAMBNUT P1063 W/ 3/8" DIA. THRU—BOLT —————— ----------------------- --------------------------------- _________ ________ ____________ _—__—_ CONSULTANT INFO: STL. JOIST BOTTOM P2000T BETWEEN (E) 4B CHORD FRAMING CONT. OVER UNISTRUT M2037 SWIVEL HANGER @ SLOPED SCALE: MOBILE/FIXED SHELVING UNIT ATTACHMENT DETAILS , = 13_o,f 7 ROOF CONDITION—CONTRACTOR MAY USE FULLHEIGHT THREADED ROD @ FLAT ROOF CONDITION HHXN037EG 3/8" DIA. NUT P2000T B'TWEEN STEEL FLAT WASHER (V.I.F.) JOISTS / �' 3/8" DIA. STEEL THREADED BOTTOM OF SPRINKLER HEAD OPTIONAL DIAGONAL BRACING USING ROD @ 24" O.C. MAX. NOTE: ALL MATERIALS BY A1000 CHANNEL, STAGGERED — PROFESSIONAL STAMP: UNISTRUT, U.N.O. SEE DETAIL 4A HHXN037EG 3/8" DIA. NUT A1008 CHANNEL NUT W/ SPRINGwW " ca� 3A l AL 12-0 A.F.F. B A1000 CHANNEL — CONT. UNISTRUT A N-1 CD 2 ' J01N A.z_.IIPMAN i STOP FURRING AND FINISHES 6 134" , CEILING MOUNTED UNISTRUT PARALLEL TO ROOF FRAMING SCALE: 2 No.3uh3 3 = 1 —0 DES PLAINES,IL im" ARCHITECT IMO: EXIST. FLOOR/ROOF DECK EXISTING FRAMING NOTE: ALL MATERIALS BY (STEEL JOIST) . > P1546 45' CLIP Chipt'1'1Qtl� �it� HANG ROD BRACKET EXISTING FRAMING UNISTRUT, U.N.O. r c i t a c i u r e t o i . ORIENTATION VARIES �' , T"'847.298.5900 f 847,2,8.6966 L J00 S. Wlver Ro Suitt+ dUC MOUNTED ® 24' O.C. ® � 3 8 DIA, LAG BOLT ® EXIST. r;Airs , +' , ..'�; cca)a STANDARD, SEE A6-4 FOR / LOCATE UNISTRUT 1 WOOD FRAMING 3/8 DIA. STEEL WITHIN 12" FROM HANG ROD QUANTITIES, TYP. THREADED ROD 1 3/8 DIA. THRU—BOLT ® EXIST, TRUSS/JOIST PANEL HHXN037EG IHEREBYCERTIFYTHATTHESEPLANSHAVEBEENPREPARED STEEL FRAMING STAGGERED CHANNEL DIAGONAL POINT IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE 3/8 DIA. NUT P1063 TOP & BOTTOM BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, BRACE AS REQ'DRULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR OF UNISTRUT WITH RELATING TO STRUCTURES AND BUILDINGS. CO A1008 CHANNEL NUT JAMBNUT W/ SPRING & 3/8" DIA. BOLT ____ _____________ _ _ ____________________ ISSUE TYPE: STOCKROOM WALL ` --- -------------------- --------------------------------------- ____ _ ____ ___ ------------------- F---------------- ------------------------------------------- - -- 100% CD CHECKSET 12/12/14 -------- ------------ ------ --------------- ZINC SURF.—MTD. STANDARDS APPROVAL 24" O.C. MAX. ALIGN 4B LL APPROVAL W/BLOCKING. CUT FROM 120" A1000 CHANNEL DIAGONAL FRAMING BETWEEN (E) DRAWN BY: NR/BE STANDARDS - BRACE 24" O.C. — STAGGERED FRAMING CONT. OVER a NOTE: ALL MATERIALS BY UNISTRUT A&E JOB NO.: 14-7269 I > 2037 SWIVEL HANGER ® SLOPED UNISTRUT, U.N.O. ROOF CONDITION—CONTRACTOR MAY A1008 CHANNEL NUTr A1008 CHANNEL NUT W/ SPRING USE FULL HEIGHT THREADED ROD (� SHEET TITLE: W/ SPRING & 3/8" DIA. BOLT HHXN037EG FLAT ROOF CONDITION & 3/8" DIA. BOLT 3/8" DIA. NUT BACK OF HOUSE AREA DETAILS FINISHED FLOOR12'-0" A.F.F. P1546 45' CLIP 3/8" DIA. STEEL THREADED A1000 CHANNEL — CONT. UNISTRUT ROD ® 24" O.C. MAX. € A1000 CHANNEL — CONT. A1008 CHANNEL NUT W/ SPRING UNISTRUT HHXN037EG 3/8" DIA. NUT Z7A LT 1 12-0" A.F.F. SHEET NUMBER: SCALE: SCALE: SCALE: A6 - 5 STOCKROOM SHELVING DETAIL 1/2" = V-0" I 6 CEILING MOUNTED UNISTRUT 3" = 1'-0„ 4 CEILING MOUNTED UNISTRUT PERPENDICULAR TO ROOF FRAMING 3" = V-0" 1 NEW STORE ZINC COUNTERTOP WITH BURNISHED EDGES 12'-7 1/2" ® AT H LETA (1) INTERNALLY (1) SET OF CHANNEL LETTERS ILLUMINATED ON CUSTOM BACKGROUND GAP INC. "CHI" PENDANT SIGN PANEL; LETTERS INDIVI LILY - MOUNTED TO SURFACE MOUNTED.�,O N0 0C CORPORATE ARCHITECTURE OF EXTERIOR WALL SURFA O X IOR WALL - 1 HARRISON STREET B O SIDE VIEW � SAN FRANCISCO, CA 94105 Q� � STORE NO.: 4642 \ \ OB BACKWRAP PLAN 5B /3A STORE NAME: SATIN NIKEL 12'-7 1/2" HANDLES, TYP. 2'-4" WASHINGTON SQUARE N STORE LOCATION: 5A WASHINGTON SQUARE - 9585 SW WASHINGTON SQUARE RD G� FRONT VIEW '-` PORTLAND, OREGON 97223 2 SPACE # H-10 * VERIFY I IN FIELD* SIGNAGE- IMAGE NATIONAL. CONTACT: JENNY GOOSENS - 208-287-1908 PROJ. I.D.: 0000052034 PROTOTYPE DATE: 07/23/14 CABINET AND WELLS PROTOTYPE VERSION 4.0 INTERIOR AND EXTERIOR OFJ O BACKWRAP ELEVATION - EMPLOYEE SIDE WIT OAK FINISHED O BACKWRAP ELEVATION - SIDE CABINET AND DOORS WHITE MS-135-13 OAK FINISHED MS-135-13 EXTERIOR WALL SIGN DETAIL SCALE, 8 NOT USED SCALE, 7 BACKWRAP PLAN AND ELEVATION (FOR REFERENCE ONLY SCALE: 1/2" = 1 -0 1/2 - l'—O" 1/2" = 1'-0" 3 12'-4 1/8" 3'-3" 0 0 NOTE ALL DIMENSIONS & DESIGN TO BE FINGER HOLE VERIFIED AGAINST SHOP DRAWINGS. FOR DIRECTIONAL USE REMOVABLE TOP WITH CONCRETE o 0 ONLY. FINISH, TISSUE PAN BELOW N N CONCRETE OR SIMILAR TOP CABINET AND WELLS OB CASHWRAP ELEVATION - CUSTOMER SIDE OC CASHWRAP ELEVATION - SIDE WIT OAK FINISHED CUSTOMER MS-135-13 4 DIVIDE AS REQUIRED SIDE DIVIDE AS REQUIRED - ZINC COUNTERTOP WITH 1/4" SOLID OAK BURNISHED EDGES EDGEBANDING CONSULTANT INFO: ALL CABINETS TO MATCH EXISTING CREDENZA O O1 O1 EXCEPT HANGER TITE EMPLOYEE SWAPPED OUT FOR CUSTOMERITEM COMMENTS SIDE LARGE SHOPPER SIDE 1 MONITOR STAND ❑ ❑ O ❑ ❑ LEGS BLACK ABS LARGE SHOPPER TRASH ADJ. SHELVES TRASH LARGE SHOPPER BLACK ABS LEGS 2 PULL OUT TRAY 00 W/ CAN CAN GO BOX W/ 8 8 4 8 0 I D WOOD 3 ACCESS CUTOUT 4 FINIOSH FINISH 4 TELEPHONE DRAWER (�9 O9 O9 5 DETAGGER REMOVEABLE `� 6 PENCIL DRAWER BASE -- - 7 ADJUSTABLE SHELF BY VENDOR - 8 DROP SAFE (TYP) 9 HANGER TIGHT UNIT PROFESSIONAL STAMP: EMPLOYEE 10 LED SWITCH 6 CONDUITS BY GC Lj 6 7 6 OA PLAN SECTION SIDE BO TYPICAL SECTION 11 VOLUME CONTROL CHASE IN FIXTURE BY VENDOR (VIF) THRU SHOP O CASHWRAP ELEVATION D rPa EMPLOYEE SIDE REMOVEABLE BASE `� DWG'S BY VENDOR (TYP) s �, '1 8y JOHN A.CHIPMAN C) BACKWRAP SECTION (FOR REFERENCE ONLY) 3/4,. 1,-0 SCALE: ( ) 1/2„SCALE: r _ 5 CASHWRAP ELEVATIONS AND LEGEND FOR REFERENCE ONLY _ ,-0 2 Na.3653 - - 1 DES PLAINES,IL 0 2B - NOTE � �- ALL DIMENSIONS & DESIGN TO BE NOTE 12'-4 1/8” VERIFIED AGAINST SHOP ARCHITECT IN DESIGN TO BE VERIFIED AGAINST DRAWINGS. FOR DIRECTIONAL USE SHOP DRAWINGS. FOR ONLY. REFERENCE ONLY. 0 ° 0 ChipmanDesign J Architecture Inc, GC TO COORDINATE WITH VENDOR TTx a� s. ai6900f ,2 9 96°ON SITE, THE LENGTH AND RUN CW-3 uos f °Inas, >>: ,= a 60078 T /2C i qq 7.798590) f BA 7,29k o5b3 ..° �. .. OF CONDUIT. i HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED N MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR \ vC RELATING TO STRUCTURES AND BUILDINGS. --- -- -- 1. 4'-9" VOLUME CONTROLS ISSUE TYPE: SEE SHOP DWGS. TRENCHING OF 100% CD CHECKSET 12/12/14 - CASHWRAP PERMIT-&-AFB3A i CONDUIT. (VIF) 2A , LL APPROVAL W/ VENDOR - - ZINC COUNTERTOP WITH FINAL LOCATION 12'-7 1/2" BURNISHED EDGES DRAWN BY: NR/BE A&E JOB NO.: 14-7269 DOOR BUZZER-470 -- SHEET TITLE: ° CASHWRAP AND FBW-21 MISCELLANEOUS DETAILS CONDUIT CHASE FOR POWER, DATA. TRENCHING OCCURS AT REMOVEABLE PANELS ON EITHER END OF zz CASHWRAP. SEE SHOP DRAWINGS - - - - - - - - - - - - - -- _- SHEET NUMBER: SCALE: SCALE: SCALE: A7 - 0 NOT USED _ 6 CASHWRAP SECTION BY VENDOR (REFERENCE ONLY) NTS 4 CASHWRAP ENLARGED PLAN (FOR REFERENCE ONLY) 1/2" = 1'-O" NEW STORE ' .._____..._.....______.._L._ GC TO INSTALL MIRROR 11 GA. BRACKET; BRACKET GATHLETA -----.-- - GC TO INSTALL TOP OF MIRROR VENDOR PROVIDED Z-BAR HAS TWO 1/4 DIA. HOLES ON METAL STUD FRAMING k -------- - AT 8'- 1 J" A.F.F. BRACKET = 1-7/8" TOPHANGBAR FOR ZIP TIE FASTENING MOUNT TOP OF 1 - - BRACKET AT MIRROR SIZE 1/4" X 19 1/4" X GAP INC. I ...._.............. 81.5" A.F.F. ;�, 10'-10 1/2" AFF. 86 1/4 WITH SWIPED EDGES T.O. STOREFRONTT _....... 1-7/8„ CORPORATE ARCHITECTURE .................... - HARRISON STREET W5 NAILED i_.. f MIRROR SPACER / MIRROR SPACER SAN FRANCISCO, CA 94105 / ATTACHED TO 3/4"AND GLUED j { i ATTACHED TO 3/4" °�, PLYWOOD BACKER _ TO PLYWOOD / / I _I I PLYWOOD BACKER - N o STORE NO.: 3/4' PLYWOOD I SHEATHING ! 1/4 MIRROR iI `�' STORE NAME: SOFFIT SHEATHING TO RUN 1/4" MIRRO 3 SUPPLIED BY TWASHINGTON SQUARE ABOVE THIN BRICK TO ___�..._� „ �/ SUPPLIED BY GC VENDOR. ATTACH Q PILASTER PLYWOOD, BRICK 3 MIRROR USING CLR AROUND SOFFIT. MIRROR IS ATTACHED i 2 -0 MIRROR MASTIC i STORE LOCATION: „ USING CRL MIRROR 3 HANGING Z-BAR z N © SECTION 2-0 MASTIC BRACKETS i #GN104A GUNTHER #GN104A GUNTHER SUPPLIED AND '� PREMIUM MIRROR 3 HANGING o WASHINGTON SQUARE B PREMIUM MIRROR INSTALLED BY MASTIC BRACKETS 9585 SW WASHINGTON SQUARE RD W5 NAILED AND NON-ASBMASTIC ESTOS VENDOR // NON-ASBESTOS N AND SPACE H OR97223 O GLUED TO PLYWOOD / CM-1.1 _FCM_­CUSTOMI GC TO ATTACH --- -I. 3/4" PLYWOOD SHEATHING 3/8" PLYWOOD TO THIN BRICK RECLAIMED WHITE OAK PILASTER FOR METAL STUD FRAMING PROJ. I.D.: 0000052034 FRENCH OAK FINISH MIRROR BACKING i SOFFIT SHEATHING TO RUN MS 046-11 PROTOTYPE DATE: 07/23/14 ABOVE THIN BRICK TO PROTOTYPE VERSION 4.0 PILASTER PLYWOOD, BRICK �A PLAN AROUND SOFFIT. SECTION THROUGH STOREFRONT SOFFIT SCALE: 12 SALES AREA MIRROR DETAIL WITHOUT STANDARDSSCALE: 9 NOT USED SCALE: 6 SALES AREA MIRROR AND MOUNTING DETAIL SCALE: 3 1/2"=V-0" - WITH STANDARDS 1/2" = 1'-0" LETTERING "PHANTOM STENCIL" P302 z – V_0" - - = CONSULTANT INFO: ALIGN "' 316' METAL STUDS AS NDS K 5/8" GYP. BOARD CEILING, / SPECIFIED, SEE PAINT AS SPECIFIED. STRUCTURAL. o 3/4" PLYWOOD. W-5 ON UNDERSIDE OF SOFFIT. L 4" WIDE DIAGONAL STRIPING SOLID WOOD CAP BY 3'-0" O.C. PAINTED P303 , GC TO VENDOR, INSTALLED BY GC. EXTEND STRIPING A MIN. OF 4" ON PROFESSIONAL STAMP: EACH SIDE AND A MIN. OF 2'-6" IN FRONT OF EQUIPMENT, TYP. _ M 1/2 - SCALE: SCALE: SCALE: SCALE: No.'1653 �=-� NOT USED „-1,-0" 3 11 SOFFIT TRANSITION DETAIL „ 1 -0„ 8 NOT USED „ 5 FLOOR STRIPE DETAIL 1/2„ _ 1'-0" 2 DESPLf INES,IL = 6' = 1'-0 - � � OIL 9'-2" A.F.F �111Y B.O. SOFFIT ARCHITECT INFO: ... . p p FIRE TREATED PLYWOOD BLOCKING gn O p p •: _.._.._._ \ / CT8hip ma. nD• �si.....__. __ PAINT BEHIND TANK LESS WATER HEATER Architecture I nc. 2700 S. N( r Ro. 5.11w 406 60073 OPTIONAL T 847.298.690G 47,2Y 8.6 166 �q6CO \/ p p "" ' """""" """"" ........ """'"` I // \\ I INSTANT FLOW TANK LESS WATER HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE HEATER (APPROX. SLBS.) - SEE BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR p MECH. SPECIFICATIONS FOR EXACT RELATING TO STRUCTURES AND BUILDINGS. ....... .......... . .. . .......-- MODEL AND MANUFACTURER 0 U INSTALL PER MANUFACTURER'S Iop p \a N INSTALLATION'S GUIDELINES E_ _ _ �} ISSUE TYPE: 000 9'-2" A.F.F. = 100% CD CHECKSET 12/12/14 B.O. SOFFIT T o z WK-2.1 PERMIT-Bt-Bt6- ALIGN ~ a' ¢ T•B•D• o 0 0 o LL APPROVAL U' CENTER OF MOP STRIP 5/8" GYP. BOARD CEILING, 3/16" 3'-0" HOSE ON MOP SINK SPIGOT DRAWN BY: NR/BE PAINT AS SPECIFIED. I PROVIDE DATA AND W-5 ON FACE OF SOFFIT. Li I o 4'-0"TYP. A&E JOB NO.: 14-7269 L. o POWER - HOLD T.O.WAINSCOT o 0 i d WIRES TIGHT TO X BOTTOM OF SHELF SHEET TITLE: N WAINSCOT WA-1 3 o SEE 15 / AO-1.1 MISCELLANEOUS DETAILS CN SOLID WOOD CAP BY N VENDOR, INSTALLED BY GC. VINYL BASE 61 1'-11 1/2" MOP NOTE TO GC: NTER TO CENTN SINK 0'-0" DO NOT INSTALL ANY NOTE TO GC: FINISH FLOOR —Er SHELVES UNDER ADA DO NOT PAINT 2'-0" SHEET NUMBER: DATA KIOSK WK-2.1 RECESSED STANDARDS. SCALE: SCALE: SCALE: SCALE: A7 - 1 SOFFIT TRANSITION DETAIL 3„ _ ,,_0„ 10 ADA KIOSK ,/2„ _ ,,_0„ 7 NOT USED , ,/2„ _ ,,_0„ 4 WATER HEATER SUPPORT (ALT LAYOUT) 3/4" = ,'-o" 1 NEW STORE DRAWING SCHEDULE NUMBER TITLE MD1-0 MECHANICAL DEMOLITION FLOOR PLAN ` AT H L ETA M1-0 MECHANICAL FLOOR PLAN 150 M4-0 MECHANICAL SCHEDULES 400 EXH M4-1 MECHANICAL LOAD CALCULATIONS EF VAV 1 M5-0 MECHANICAL DETAILS 401 CORPORATE ARCHITECTURE 1 405 400 4 403 VAV-1 (R) P1-0 PLUMBING PLANS, SCHEDULES, AND SYMBOLS 1 HARRISON STREET R (TYP) (R) P5-0 PLUMBING DETAILS AND RISERS SAN FRANCISCO, CA 94105 (- - - -- F1-0 FIRE SPRINKLER PLAN STORE NO.: --4 5 - I - 8rr - - _-04 ��- - - � , --1117 T _ , 642 V R 403 1 STORE NAME: - I o"� (R) w HVAC CODED NOTES D 4°06, 40 I i' { 1 0 .r ( I 406 407 I I , ..b _ pfM.� H .".,..8."9� . 40p < O400 WASHINGTON SQUAREUARE R) ( ) (TYP� FLEXIBLE Dl FY 04FLEIBLE D T, TYP: (R) 511REMOVE EXISTING DIFFUSER/GRILLE TO COMPLY WITH 400 DRAWING M1-0 PER NEW ARCHITECTURAL CEILING LAYOUT, �i x(R) r -`"'° ' ,`m" TMP I TMP 1 I FIELD VERIFY EXISTING LOCATION. INCLUDE ALL COSTS IN STORE LOCATION: I 1SSD(R) Y BID. 1-404-. -5- s s sD R s WASHINGTON SQUARE .— . i SD(R) SD(R) D(R) ) SD(R) SD( ) SD(R) SD(R) ��. ) D 40 135 100 I 100 100 100 100 {{ 100 100 1100 135 1 401 EXISTING VAV UNIT AND ASSOCIATED CONTROLS AND _.. . { 10'� (R. 0 9585 SW WASHINGTON SQUARE RD f i ( P){31 SD I I SD RR) SDR SDR SDR I I SDR SDR IIS R , I SUPPORTS ARE TO BE REMOVED AND PROPERLY DISPOSED .� PORTLAND OREGON 97223 _g Y I 25b f 100 I I 100 100 _ 100 100 100 100 I 1100 12 ..( 1 OF. FIELD VERIFY EXISTING SIZE AND LOCATION. COORDINATE I �R�I d I I SD(R) SD SD(R) SD(R) SD SD SD(R) ED SD(R) 10-1-0 I REQUIREMENTS WITH LANDLORD AND GAPS CONSTRUCTION SPACE # H-10 gg qp $ §p g[ ,+� E � xm 4 I I 8 3: $i (� SDR 8' 10"0 R) ' 135 100 100 100 100 100 100 100 100 135 1 MANAGER. INCLUDE ALL COSTS IN BID. 1 oe -11.20, — 11 I121" I 1 1 R 12"�,1 ,' R 402 CUT, CAP AND PROPERLY SEAL AND REMOVE EXISTING , D' 12"$s. R) � I O –4?5 20 x1�" (R � 12" : I DUCTWORK FROM LANDLORD SUPPLY DUCT, REFERENCE DRAWING M1-0 FOR NEW DUCTWORK CONNECTION DUE TO PROJ. I.D.: 0000052034 " � I Ll SDR I PLAN LAYOUT CHANGES. COORDINATE REQUIREMENTS WITH : ,..w. .. r, 290 I LANDLORD. INCL 55 ,, 20 x20 R 1 s A R 12 R i$ 20 x20 R` 1 s_ R UDE ALL COSTS IN BID. PROTOTYPE DATE. 07/23/14 REMOVE EXISTING UNIT THERMOSTATS/CONTROL PANELS AND � � � PROTOTYPE VERSION 4.0 p 1 € 111 jyx � 1 I WIRING AND PROVIDE NEW THERMOSTATS TO COMPLY WITH s� _. -� - , - -�- � - m „ - .. „ -m — ta DRAWING M1 0. FIELD VERIFY EXISTING LOCATIONS AND w K - u _m INCLUDE ALL COSTS IN BID. 404 VAV 12';0 (R) 10"0 (R) 404 REMOVE AND PROPERLY DISPOSE OF EXISTING DUCTWORK, , 405 408 (TMP) SD 401 408 HANGERS, INSULATION, ETC. TO COMPLY WITH SHEET M1-0. 150 404 2 ; 404 E 12"0 (R) FIELD VERIFY ALL EXISTING SIZES AND LOCATIONS ANDLANDLORD LANDLORD INCLUDE ALL COSTS IN BID. DUCTWORK (ETR) 402 VAV (TMP) (R) (TMP) LANDLORD DUCTWORK (ETR) 405 EXISTING MAIN SPRINKLER PIPING TO REMAIN, COORDINATE 401 12r 0 402 VAV PIPE ROUTING WITH NEW ATHLETA CEILING, LAYOUT AND 401 V3 404 (R) 402 , (R)1 401 DUCTWORK, VERIFY IN FIELD EXACT PURPOSE SIZE AND LOCATION OF EXISTING PIPING. CONTRACTOR SHALL (R) 6rr� (R) (TMP) R COORDINATE ANY SYSTEM OUTAGES AFFECTING OTHER 402 VAV-2 (R 403 N TENANTS WITH LANDLORD PRIOR TO RELOCATING AND 403 VAV-3 (R) g 0 (R) VAV-5 (R 403 INCLUDE ALL COSTS IN BID. 406 REMOVE ANY ABANDONED UTILITIES/EQUIPMENT, SUCH AS HVAC UNITS, DUCTS, PLUMBING PIPING, AND WIRING FROM THE PREMISES NOT BEING REUSED OR PART OF THE MECHANICAL DEMOLITION FLOOR PLAN W810 = 1'—O" LANDLORD SYSTEM. CAP UTILITIES AT POINT OF ORIGIN AND 100 COORDINATE THIS WORK WITH GAP PROJECT MANAGER AND LANDLORD REPRESENTATIVE. INCLUDE ALL COSTS IN BID. 407 CONTRACTOR SHALL REMOVE ANY EXISTING TRANSFER DUCTS AND CAP AND PATCH WALL OPENINGS TO MATCH EXISTING CONDITIONS. COORDINATE REMOVAL OF DUCT AND ANY ADDITIONAL REQUIREMENTS WITH MALL MANAGER PRIOR TO ANY WORK. INCLUDE ALL COSTS IN BID. 408 MAINTAIN EXISTING MALL MAIN SUPPLY DUCTWORK. CONSULTANT INFO: wtf2w Engineers, Inc. 760 Creel Drive Wood Dale„ Mhdb 60191 TeL 630/595-8800 Fax 630/595-8818 www.WCWerplrreeireoom PROFESSIONAL STAMP: 65122PE OREGON s o0 �O FAT 25 EXPI N DATE: JU ' 014 Sig Lure Date 2/11/2014 Expirati n Date 06/30/2016 ARCHITECT INFO: pChipmakriDesign Architecture Inc. t744 $. RVGt "60f€. 3!1t{@ +$il i c �ii q�xa Fin€nes. I1;{r.c€a 5OCib G T $.&5Sb €0 L(� TI HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, C:) RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR N RELATING TO STRUCTURES AND BUILDINGS. 04 ISSUE TYPE: 100% CD CHECKSET/ 12/12/14 PERMIT/ LL APPROVAL REFERENCE ONLY A&E BY: SK 0 A&E JOB NO.: 14-7269 0 NOT APPROVED WITH THIS PERMIT SHEET TITLE: 0 I N MECHANICAL D THIS IS AN EXISTING BUILDING THAT WILL REQUIRE DEMOLITION, REMOVAL, LEGEND DEMOLITION FLOOR caj RELOCATION, REPLACEMENT, RECONNECTION, ETC. OF THE (R) PLAN g MECHANICAL/PLUMBING SYSTEMS. THE CONTRACTORS ARE REQUIRED TO U VISIT THE SITE AND FULLY ACQUAINT THEMSELVES WITH THE EXISTINGOno REMOVE CONDITIONS AND THE DIFFICULTIES INVOLVED IN ACCOMPLISHING THE NEW WORK. PROBLEMS, DISCREPANCIES OR INFORMATION NEEDED SHALL BE (EfR SHEET NUMBER: o SUBMITTED TO THE ARCHITECT/ENGINEER IN WRITING PRIOR TO SUBMITTING _ EXISTING TO REMAIN A PROPOSAL. THE SUBMISSION OF PROPOSAL WILL INDICATE THAT THE DOTHICONTRACTOR HAS FULLY UNDERSTOOD AND HAS INCLUDED ALL COSTS FOR (REL) RELOCATE M S PROJECT. NEW STORE HVAC CODED NOTES EF 1 100 PLACE "AS-BUILT" MECHANICAL DRAWINGS IN DRAWING TUBE. ® ATH LETA REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 310 8"0 101 DASHED LINE AROUND HVAC EQUIPMENT REPRESENTS TG-1 CLEARANCES FOR EQUIPMENT/CONTROL MAINTENANCE. IT IS THE MECHANICAL CONTRACTORS RESPONSIBILITY TO MAINTAIN GAP INC. 24"x12" E �D ..�. z Y, ' 850 CFM 2401 SERVICE CLEARANCES THE FULL HEIGHT OF THE UNIT IN CORPORATE ARCHITECTURE FPB-1 102 300 THIS AREA AND TO PROVIDE ACCESS TO THESE AREAS 1 HARRISON STREET 403 200 -14"0 SUBJECT TO G.C.'S APPROVAL. SHOULD FREE AREA NOT BE SAN CO, CA 94105 - AVAILABLE, CONTACT G.C.'S FOR FURTHER INSTALLATION _ ,_ . . - m � w .:.. a ---0 FPB-3 am. REQUIREMENTS. COORDINATE RECOMMENDED CLEARANCES STORE NO.: st... f T 300 102 �_ _._ __ 14 0 tA 16 w _ ( I WITH MANUFACTURER 10„� 10"o ___ `- 102 CONTRACTOR TO PROGRAM HVAC EQUIPMENT THERMOSTAT, — ,. - - ... . STORE NAME �� � ��_� � � ,,-� - =---� � � -: :-�-� �. ......w, � ._._p. INITIAL OPERATION HOURS AND TEMPERATURE SET POINTS 10 ”' �° I --- � ` A 5 � ADJUST OPERATIONAL HOURS WHEN OBTAINED BY GENERAL WASHINGTON SQUARE a T (� 8 „ II= 12 4} 12 0 300 300 Q I 10"o 0 ;I SD 1 - CONTRACTOR AND AS REQUIRED BY MALL OPERATION 18"0 ".....e MANAGER. ` r 8„� I "� 12„� 400 I 319 ( STORE LOCATION: SD-1 ”"" i 104 PROVIDE NEW COMMERCIAL PLEATED AIR FILTERS 2 DEEP w 400 = WASHINGTON SQUARE 10 ( WITH MERV 8 RATING AT EACH OF THE FOLLOWING TIMES. 103 9585 SW WASHINGTON SQUAB D I rZ SD 2:= 319 p8"O FILTERS SHALL BE CAMFIL 30 30 OR APPROVED EQUAL: y w I 2"� k 404 311 I M5-0 / � �, x'350 T � PORTLAND OREGON 97223 1. INSTALL FIRST SET OF 2 PLEATED FILTERS DURING (TYP) (TYP) S Q RD-1 = SD_2 4101 S 10"o UNIT INSTALLATION. SPACE # H-10 --- 350 _ � 2. REPLACE FILTERS AFTER ANY HEAVY SANDING OR 319 _ _ = _ pprt...__�I € . I ( --- 300 ( OTHER CONSTRUCTION ACTIVITY THAT WOULD ADD DIRT 280 - -- 311 S _ S TO FILTERS. „ js p ,�,' 3. INSTALL CLEAN FILTERS JUST PRIOR TO AIR BALANCE. 101 -f 12 t 304 PROJ. I.D.: 0000052034 SD-1I 4. INSTALL FINAL FILTERS AFTER FINAL STORE LEANING. RD_1 ' — 304 a S g t o 1013Q 12" SD 1 4p; - ° o O PROTOTYPE DATE 07/23/14 .tet t ------- - 1 p � � � 1) TRANSFER STOCKROOM ... ..... ; ...... .... ... ........... ... .._ , IGJ':I I I I --- �� (WALL) AT 15'-0" A.F.F.GTO BOTTOMOFGRILLE. MOUNT PROTOTYPE VERSION 4.0 UP-SIDE-DOWN TO PREVENT VIEW THROUGH DEVICE. -= - -- - - -- - - - - --- -- -- t PAINT TO MATCH WALL. 300 FAN POWERED BOX THERMOSTAT/SENSOR; PROVIDE ..._ - - ._ _ .. ._«...-3.......-a,»....,..mro -.�.�.-.<,,._....n...,,w. ..�-�. ......... .... .,,.mea....m."` ..�e�.e ....... e.....m�.�.�o ..... ..... .... .... _...m. ...��� 304 10��_. LANDLORD 20"x14" 402 402 EXISTING SENSOR/THERMOSTAT AS NOTED ON THE FPB SCHEDULE 403 400 401 DUCTWORK AND AS REQUIRED BY THE LANDLORD. THE MOUNTING 402 HEIGHT SHALL BE 48" A.F.F. CONFIRM EXACT LOCATION 304 300 102 FPB-2 FPB 104 WITH G.C. PRIOR TO ROUGH-IN. INSTALL CONTROL WIRING IN 1 302 306 405 300 CONDUIT. CONTACT MALL MANAGEMENT/HVAC DEPARTMENT FPB 104 300 M5-0 FOR PREFERRED CONTRACTORS LIST. INCLUDE ALL COSTS IN 306 405 0 3 302 M5— FPB 104306 405 300 BID. 2 302 M5-0 302 SUPPLY OUTLET AND INLET AIR DUCT CONNECTIONS TO FPB/HEATER SECTION SHALL BE FULL SIZE OF EQUIPMENT " OPENINGS AND PROVIDED WITH DUCT CONNECTIONS AS APPROVED BY THE LANDLORD AND MALL CRITERIA. DUCTWORK SHALL BE INSTALLED FROM UNIT CONNECTIONS FULL SIZE AND FOR A MINIMUM DISTANCE OF 4 FEET HORIZONTALLY AFTER CONNECTIONS. REPAIR AND SEAL 1/8's = 1'-0" AIRTIGHT ALL WORK TO LANDLORD MAIN DUCT AS MECHANICAL FLOOR PLAN 1100 NECESSARY. COORDINATE NEW DUCTWORK TAP CONNECTIONS TO THE MALLS MAIN SUPPLY DUCTWORK, INCLUDE ALL COSTS IN BID. MECHANICAL SYMBOLS 304 IF REQUIRED CONTRACTOR SHALL INSTALLED SYSTEM SENSOR MODEL D4120 DUCT MOUNTED SMOKE DETECTOR. MAGNETIC MOTOR STARTER COIL DUCTWORK SUBMITTAL REQUIREMENTS WIRE THE NORMALLY CLOSED CONTACT ON THE SMOKE --►oOFF 3-POSITION SWITCH DETECTOR TO SHUT DOWN THE HVAC UNIT UPON SENSING AUTO SMOKE. SMOKE DETECTOR MUST BE INSTALLED IN AN - MOTORIZED DAMPER 1. ALL ROUND AND FLAT OVAL SUPPLY, RETURN AND EXHAUST DUCTWORK ACCESSIBLE LOCATION IN RETURN DUCT (AND/OR SUPPLY 2-WAY CONTROL VALVE SHALL BE LINDAB, UNITED MCGILL OR SEMCO DUCT SYSTEMS CONSULTANT INFO: DUCT WHEN REQUIRED BY CODE . INSTALL REMOTE CONSISTING OF FITTINGS THAT ARE FACTORY FITTED WITH A SEALING ) OPENS ON PRESSURE RISE GASKET AND SPIRAL DUCT WHICH, WHEN INSTALLED ACCORDING TO TEST/RESET STATION, SYSTEM SENSOR MODEL RTS151 KEY, 3-WAY CONTROL VALVE MANUFACTURER'S INSTRUCTIONS, WILL SEAL THE DUCT JOINTS WITHOUT AS REQUIRED. COORDINATE LOCATION OF TEST STATION WITH OPENS ON TEMPERATURE RISE THE USE OF DUCT SEALER. MATERIALS: ALL DUCT AND FITTINGS SHALL G.C. wtfaw ® ACCESS PANEL. SEE ARCHITECTURAL BE G-90 OR G-60 GALVANIZED. 306 DRAWINGS P & T RELIEF VALVE FAN POWERED VARIABLE AIR VOLUME SERIES BOX TO BE Engineers, Inc. 2. SUBMITTALS: SUBMIT MANUFACTURER'S DUCT SYSTEM CATALOG DATA INSTALLED WITH HANGER BRACKETS AND TO BE SUPPORTED 7W Creel Drive rl BUTTERFLY VALVE — PILOT LIGHT FOR REVIEW AND APPROVAL. SUBMITTAL SHALL INCLUDE DUCT, FITTING PER MANUFACTURER RECOMMENDATIONS, CONTRACTOR SHALL Wood Delle, Beds 60191 AND SELF SEALING GASKET CATALOG INFORMATION. COORDINATE WITH LANDLORD PRIOR TO INSTALL IF UNIT Tel. 830/595-8800 ISI CHECK VALVE —� P.O.C.: POINT OF CONNECTION SUPPORTED FROM STRUCTURE, INCLUDE ALL COSTS IN BID. Fax 630/595-8818 3. FOR GAP INC. NEGOTIATED NATIONAL ACCOUNT PRICING, CONTACT: www.WCWerK*w rscom •LINDAB NATIONAL ACCOUNT REP - LARRY A. SMITH, P.E. 310 ROUTE NEW TOILET EXHAUST DUCT CONNECTION TO EXISTING CEILING EXHAUST FAN PRESSURE GAGE ESTIMATING®LINDAB.COM OFFICE: 800-797-7476 MALL'S EXHAUST DUCTWORK; VERIFY AIRFLOW DIRECTION DIRECT: 757-392-3233 CELL: 757-672-2968 AND PROVIDE PROPER DUCT FITTING. VERIFY EXACT SIZE CLOSES ON PRESSURE RISE ® RELAY •UNITED MCGILL ACCOUNT REP — BRUCE WALTERT AND LOCATION OF NEW DUCTWORK TAP. ADJUST DUCTWORK PROFESSIONAL STAMP: BWALTERT®MCGILLAIRFLOW.COM OFFICE: 209-466-2351 CELL:916-533-5582 AS NECESSARY TO AVOID EXISTING PIPING/DUCTWORK. ,tito PROFF CLOSES ON TEMPERATURE RISE ml RETURN DUCT ELBOW UP OR DOWN COORDINATE ALL REQUIREMENTS WITH THE LANDLORD. 6 `NE�c' S3'✓�� INCLUDE ALL COSTS IN BID. - COMBINATION FIRE/SMOKE DAMPER RETURN GRILLE MECHANICAL ABBREVIATIONS 311 PROVIDE 24"X24" ACCESS DOOR IN CEILING TO ACCESS 65122PE r MECHANICAL, ELECTRICAL, PLUMBING EQUIPMENT, SMOKE C� ROUND DUCT - DOWN DETECTORS, ETC. OREGON COMBINATION BALANCE/SHUT-OFF AHU AIR HANDLING UNIT RE'D RELOCATED s o° ROUND DUCT - UP Al ANALOG INPUT REL RELOCATE 319 TCS BASYS TS1002 DISCHARGE AIR TEMPERATURE SENSOR. � �pr. 25 CONCENTRIC DUCT TRANSITION AO ANALOG OUTPUT RD RETURN DIFFUSER INSTALL IN AN ACCESSIBLE LOCATION IN SUPPLY AIR DUCT FpH 0. � 0 - AUX AUXILLIARY RES RESISTOR DROP. INSTALL CONTROL WIRING IN CONDUIT. CONFIRM CONTROL DAMPER AWG AMERICAN WIRE GAUGE RG RETURN GRILLE EXACT REQUIREMENTS WITH THE LANDLORD PRIOR TO Exai oAf :_.iut SECTION SYMBOL PURCHASE AND INSTALLATION AND INCLUDE ALL COSTS IN Sign re K CONTROL RELAY SOLENOID - D CONTROL DAMPER RTU ROOFTOP UNIT tate Blp, 12/11/2014 COM COMMON RVR REVERSING VALVE RELAY Expiration tate 12/11/2014 ,�, SIDEWALL MOUNTED SUPPLY REGISTER CU CONDENSING UNIT SD SUPPLY DIFFUSER 400 EXISTING MALL'S SUPPLY DUCTWORK TO REMAIN, FIELD DETAIL SYMBOL CV CONTROL VALVE SEF SMOKE EXHAUST FAN VERIFY EXISTING SIZE AND LOCATION. ARCHITECT INFO: CV VALVE COEFFICIENT SMD SMOKE DETECTOR 401 CONTRACTOR TO PROVIDE NEW OR MAINTAIN EXISTING WALL SUPPLY DIFFUSER - 4-WAY THROW DC DIRECT CURRENT SR SUPPLY REGISTER >T<-:] DRAIN VALVE HVAC PLAN NOTES OPENINGS WITH FIRE DAMPERS AT THE DEMISING WALLS FOR DI DIGITAL INPUT TC TIME CLOCK MALL'S RETURN PATH TO LANDLORD SYSTEM. MAINTAIN ���, . DO DIGITAL OUTPUT TDM TEMPERATURE DISPLAY MODULE C ipmanD sign S DUCT MTD. SMOKE DETECTOR 1. ALL RETURN GRILLES IN CONSTRUCTION AREAS CLEAR ALL EXISTING RETURN AIR OPENINGS, FIELD VERIFY :.:.: Architecture I rt c. O m SUPPLY DIFFUSER - 2-WAY THROW E EXISTING TS TEMPERATURE SENSOR EXISTING SIZES AND LOCATIONS. CONTRACTOR SHALL 2r00 ;. EA EXHAUST AIR UH UNIT HEATER MUST BE COVERED WITH FILTER MEDIA WHILE HVAC ��s �,� � ,. E3;,��:t $ ,$ DUCT MOUNTED PROVIDE CHICKEN WIRE ON OPENINGS IF NONE EXISTS. EF EXHAUST FAN V VOLT SYSTEM IS RUNNING DURING CONSTRUCTION. a SUPPLY REGISTER SUPPLY DUCT ELBOW UP OR DOWN EOL END OF LINE VA VOLT AMPERE REPLACE FILTER MEDIA WHEN IT GETS DIRTY. CONTRACTOR SHALL VERIFY ALL MALL REQUIREMENTS PRIOR '���'-----��� ETR EXISTING TO REMAIN VAC VOLT ALTERNATING CURRENT 2• CONTRACTOR IS RESPONSIBLE FOR CLEAN HVAC TO WORK AND INCLUDE ALL COSTS IN BID. I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED DUCTWORK TRANSITION - FACP FIRE ALARM CONTROL PANEL VAV VARIABLE AIR VOLUME COILS AT THE END OF CONSTRUCTION. 402 NEW CONNECTION FROM NEW FPB TO EXISTING MALL'S N MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE RECTANGULAR TO ROUND TEMP/LTG CONTROL PANEL (TLCP) FCU FAN COIL UNIT VD VOLUME DAMPER PROVISIONS SHOULD BE TAKEN TO KEEP COILS SUPPLY DUCT, FIELD VERIFY EXACT LOCATION OF THE BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, r RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR FD FIRE DAMPER WAP WIRELESS ACCESS POINT CLEAN, AND IF COILS GET DIRTY, THEN MALL'S SUPPLY AIR DUCTWORK. CONTRACTOR SHALL MAKE RELATING TO STRUCTURES AND BUILDINGS. `r ECCENTRIC DUCT TRANSITION SQ TEMP. SENSOR - MOUNT 48" AFF CONTRACTOR IS RESPONSIBLE FOR CLEANING o FDM FLOW DISPLAY MODULE WSHP WATER SOURCE HEAT PUMP FINAL CONNECTIONS TO MALL'S DUCTWORK AT THE LARGEST FM FLOW METER WUH WALL UNIT HEATER THEM. SIZE FIELD VERIFY. COORDINATE WITH MALL'S ENGINEER FOR a THERMOMETER 3. DURING A PHASED REMODEL, AIR SHALL NOT ISSUE TYPE: o ELECTRIC BASEBOARD HEATER (EBBH) FPB FAN POWERED BOX X TRANSFORMED RETURN TO A FINISHED SPACE FROM A N CONNECTION REQUIREMENTS PRIOR TO CONSTRUCTION. OT THERMOSTAT - MOUNT 48" AFF FSD FIRE SMOKE DAMPER XMFR TRANSFORMER INCLUDE ALL COSTS IN BID. 100% CD CHECKSET/ 12/12/14 o - GND GROUND WMS WIRE MESH SCREEN CONSTRUCTION ZONE. CONTRACTOR TO RUN PERMIT/ EQUIPMENT SYMBOL AIR CURTAIN FAN SPEED CONTROLLER H HOT TEMPORARY FLEX DUCT AND SEAL OFF 403 EXISTING 8" SPRINKLER PIPING APPROXIMATELY 11'-6" LL APPROVAL F MOUNT 48" AFF HAC HEATED AIR CURTAIN CONSTRUCTION AREAS AS REQUIRED TO INSURE A.F.F. TO BE RAISED UP BY SPRINKLER CONTRACTOR TO 3 HOA HAND OFF AUTO THIS. REFERENCE ONLY ALLOW FOR NEW PROPOSED CEILING HEIGHTS. FIELD VERIFY DRAWN BY: SK o FLEXIBLE DUCT CONNECTION � HR HEATING RELAY 4. TAB CONTRACTOR (CERTIFIED PER SPECIFICATIONS)NOT APPROVED WITH THIS PERMIT EXISTING SIZE AND LOCATION. INCLUDE ALL COSTS IN BID. TRANSFORMER L LINE VOLTAGE TO REBALANCE EXISTING AIR DEVICES TO CFM AS O A&E JOB NO.: 14-7269 :E I �/� FLEXIBLE DUCT �i�� LS LIQUID SENSOR DESIGNATED ON PLAN. 404 MECHANICAL CONTRACTOR TO REMOVE ALL EXISTING FPB, CN MD MINIMUM OR MODULATING DAMPER CONTROLS, DUCTWORK, GRILLES, AND DIFFUSER, ETC. NOT SHEET TITLE: of BEING REUSED FROM PREVIOUS TENANT, CUT AND CAP N -a* FIRE DAMPER MIN MINIMUM DUCTWORK AND AS TO COMPLY WITH THIS SHEET. TURNING VANES MOD MODULATING CHANGES TO THE DESIGN OF ANY MECHANICAL CONTRACTOR SHALL ALSO COORDINATE ANY MECHANICAL FLOOR �I F N NEUTRAL SYSTEM IDENTIFIED ON THESE DRAWINGS OTHER EXISTING EQUIPMENT, PIPING AND DETERMINE PLAN o —Cm— FUSE NC NORMALLY CLOSED OR SPECIFICATIONS SHALL BE Q — III UNION EXISTING PURPOSE OF USE AND REMOVE IF NOT BEING UNO NORMALLY OPEN SUBMITTED TO THE ENGINEER OF USED AS PART OF THE NEW TENANT AND IS NOT PART OF o >< GATE VALVE OA OUTDOOR AIR RECORD FOR REVIEW AND APPROVAL THE MALL/LANDLORD'S EQUIPMENT. INCLUDE ALL COSTS IN OL OVERLOAD PRIOR TO THE FABRICATION AND v UNIT HEATER (UH) BID. GLOBE VALVE OVR OVERRIDE INSTALLATION. ANY MODIFICATIONS NOTE TO CONTRACTOR: PA PRIMARY AIR WITHOUT THE ORIGINATING ENGINEER'S 405 CONTRACTOR SHALL COORDINATE WITH LANDLORD o ® INLINE PUMP SEE "GENERAL SHEETS" IN THIS SHEET NUMBER: VD VOLUME DAMPER PC PHOTOCELL WRITTEN AUTHORIZATION AND APPROVAL REPRESENTATIVE FOR THE FPB CONTROL REQUIREMENTS rn ________ PT PROGRAMMABLE THERMOSTAT SHALL BE THE RESPONSIBILITY AS SET FOR RESPONSIBILITY MATRIX AND LANDLORD REQUIRED CONTROLS CONTRACTOR AND INTERNALLY LINED DUCT Y-STRAINER ITEMS AND REFER TO m 1 _ 0 R REMOVE WELL AS THE COST TO CORRECT SUCH ATION BOOK FOR INCLUDE ALL COSTS IN BID. RA RETURN AIR MODIFICATION, OF THE CONTRACTOR. GENERAL NOTES. NEW STORE AIR DISTRIBUTION DEVICE SCHEDULE NEW FPB Selection Schedule (Manufacturer: CARRIER) NECK SIZE FACE SIZE FRAME Tag FPB-1 FPB-2 FPB-3 GhATH L ETA MARK MANUFACTURER MODEL TYPE (L" X W" ') (L' X W") TYPE FINISH MATERIAL ACCESSORIES REMARKS Model 45J 45J 45J Unit Size/Inlet Unit Size 4 w/ 10" Inlet Size Unit Size 5 w/12" Inlet Size Unit Size 5 w/12" Inlet Size SD-1 (1) (1) PLAQUE FACE 12" DIA 24 X24 (1) (1) STEEL PFS, DMPR FOUR WAY BLOW PATTERN SD-2 (1) (1) PLAQUE FACE 10" DIA 24X24 (1) (1) STEEL PFS, DMPR FOUR WAY BLOW PATTERN Reheat Type Electric Reheat Electric Reheat Electric Reheat SD-3 (2) (2) PLAQUE FACE 10" DIA 24 X24 (2) (2) STEEL DMPR FOUR WAY BLOW PATTERN Reheat Voltage 208v/1 P/1 S 208v/1 P/1 S 208v/1 P/1 S GAP INC. SD-4 (1) (1) PLAQUE FACE 8" DIA 24 X24 (1) (1) STEEL PFS, DMPR FOUR WAY BLOW PATTERN Altitude (ft) 39 9 '739 CORPORATE ARCHITECTURE Fan Airflow (CFM) 1200.0 1600.0 1700.0 1 HARRISON STREET RD-1 (3) (3) PLAQUE FACE 15" DIA 24 X24 (3) (3) STEEL PFS, DMPR Inlet Pressure (in wg) 0.250 0.250 0.250 SAN FRANCISCO, CA 94105 TG-1 (4) (4) WALL MOUNTED TRANSFER GRILLE 24 X 12 - (4) (4) STEEL _ Discharge Pressure (in wg) 0.100 0.100 0.100 STORE NO.: 4642 Heating Capacity(BTU/hr) 25.60 30.72 30.72 Reheat Electric kW 7.5 9.0 9,0 STORE NAME: ACCESSORIES: REMARKS Heating Prim Coil EAT(F) 60.00 60.00 '60.00 WASHINGTON SQUARE PFS - PLASTER FRAME 1 SPEC THE FOLLOWING DIFFUSER TYPE FOR RECTANGULAR DUCTWORK. Heating Induced Coil EAT(F) 68.00 68.00 68.00 DMPR- DAMPER Heating Coil EAT(F) 60.00 60.00 60.00 STORE LOCATION: Heating Coil LAT(F) 9.78 77.8 76.75 WASHINGTON SQUARE KEY FRAME ACCESSORIES _ FINISH Fan Motor HP 1/4 1/2 1/2 9585 SW WASHINGTON SQUARE RD NOTE MARK MANUF MODEL TYPE DAMPER 'PLASTER FRAM (WHITE) REMARKS MCA 48.46212 59.8 59.8 PORTLAND, OREGON 97223 KRUEGER PLQ 23 PRN-100 5HCF23 BRITISH WHITE PROVIDE APPROPRIATE NUMBER OF DIRECTIONAL BLOW CLIPS AS MOCP 50 160 60 SPACE # H-10 SD-1 / SD-2 / _________.._...__......_.__...__ _..._-___._ _ _ ._ __._..... ..._._._____..._.__._... (1) SD-4 PRICE SPD 31 VCR-7 APF _._._._ B12 REQUIRED FOR BLOW PATTERN LISTED ABOVE. REMARKS: TITUS OMNI 3 AG-75TRM 26 PAINT TO MATCH CEILING, COORDINATE WITH ARCHITECT. 1. PROVIDE FPB TO COMPLY WITH TENANT CRITERIA PACKAGE, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: DIGITAL CONTROLS PROD. I.D.: 0000052034 KRUEGER_..._._ PLQ 23 PRN-100 - BRITISH WHITE PROVIDE APPROPRIATE NUMBER OF DIRECTIONAL BLOW CLIPS AS THE WIRE __.____C____......_.._. _ _SPD 31 VCR-7__..._�.______� _._..._.__.____.._.__...__...._.._.___.............B12 REQUIRED FOR BLOW PATTERN LISTED ABOVE. STANDARD INSULATION LINER PROTOTYPE DATE: 07/23/14 (2) SD-3 W,_C - __ __. _ _ .. .........� __....._ PAINT TO MATCH CEILING, COORDINATE WITH ARCHITECT. TITUS OMNI 3 AG-75 I - 26 HANGER PROTOTYPE VERSION 4.0 B NON-FUSED DISCONNECT FOR CONTROLS KRUEGER PLQ 23 PRN-100 5HCF23 BRITISH WHITE STANDARD FPB OUTLET (3) RD-1 PRICE SPD 31 VCR-7 APF B12 PAINT TO MATCH CEILING, COORDINATE WITH ARCHITECT. HEATER SECTION SHALL BE 208V-1 PH. TITUS OMNI 3 AG-75 TRM 26 HEATER SECTION SHALL BE PROVIDED WITH SAFETY SHUT-OFF CONTROLS. FAN MOTOR SECTION SHALL BE 208V-1 PH. KRUEGER S85 SURFACE - - BRITISH WHITE PROVIDE ALL EQUIPMENT, CONTROLS, ACCESSORIES PER TENANT CRITERIA, COORDINATE WITH LANDLORD (4) TG-1 PRICE 535 SURFACE - - B12 2. ALL CONTROLS SHALL BE DIGITAL. COORDINATE ALL INSTALLLATION TAUS 25RL SURFACE - - 26 REQUIREMENTS WITH LANDLORD/HVAC DEPARTMENT AND GAP'S CONSTRUCTION MANAGER. 3. LOAD CALCULATION RUN AT 72 DEG F SPACE TEMP; 55 DEG F SUPPLY AIR FAN SCHEDULE 4. COORDINATE REQUIREMENT FOR NEW FPB TAP CONNECTION TO MALL'S SYSTEM. ELECTRICAL OPER MARK MFR MODEL CFM S.P. H.P. VOLT/PH/HZ WT REMARKS (IN W.G.) (LBS) REFER TO SHEET GO-2 FOR RESPONSIBILITY MATRIX CONCERNING EF-1 LOREN COOK GC-148 100 0.500 98 WATTS 120/1/60 15 1 CONTRACTOR FURNISHED AND OWNER FURNISHED ITEMS EF-2 LOREN COOK GC-146 1 50 1 0.500 1 50 WATTS 120/1/60 1 15 1 1 REMARKS: 1 PROVIDE WITH FACTORY MOUNTED DISCONNECT SWITCH AND BACKDRAFT DAMPER. LANDLORD PROVIDED HVAC UTILITY MATRIX UTILITY MECHANICAL RESPONSIBILITY MATRIX TAG PARAMETERS HOURS OF OPERATIONPRIMARY AIR FAN POWERED BOX(FPB)SUPPLY AIR ( PA ) MONDAY - SUNDAY REMARKS CONSULTANT INFO: MAX CFM ENTERING START END 1. TENANT SHALL TIE INTO EXISTING LANDLORD FURNISHED CONDITIONED SUPPLY AIR AT DESIGN ALLOWED BYmcm ITEM SYSTEM TEMP TIME TIME THE LANDLORD DESIGNATED SUPPLY AIR TEMPERATURE AT FLOW RATES AS CFM LL SYSTEM ( DEG F ) ( AM ) ( PM )DETERMINED BY THE TENANT'S ENGINEER. (1.2 CFM/SF) PA FPB-1 1,200 (1,270) 55'17 8:00 9:00 1 Engineers, Inc. 2. LANDLORD SHALL PROVIDE CODE REQUIRED OUTSIDE AIR VENTILATION AIR CAPABLE PA FPB-2 1,600 1,646 55'17 8:00 9:00 1 760 Creel Drive OF FULL AIRSIDE ECONOMIZER WITHIN THE CONDITIONED SUPPLY AIR. ( ) Wood Dale, enols 60191 PA FPB-3 1,700 (1,715) 557 8:00 9:00 1 Tel. 830/695-8800 3. LANDLORD SHALL PROVIDE CONSISTENT CONDITIONED SUPPLY AIR AT 55°F AND 1.2 EXHAUST EF-1 100 --- --- 8:00 9:00 1 www WCCWW/59er s.ccom CFM PER SQUARE FOOT TO THE TENANT DURING MALL HOURS, 365 DAYS PER YEAR EXHAUST EF-2 50 --- --- 8:00 9:00 1 AND SHALL PROVIDE ADDITIONAL SUPPLY AS REQUESTED BY TENANT. 4. LANDLORD TO PROVIDE FIRE DAMPENER AT DEMISING WALLS AS REQUIRED BY CODE. NOTE' 1. TIMES INDICATED ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROFES TAMP: TOILET EXHAUST VERIFY HOURS OF OPERATION WITH MALL OPERATIONS PERSONNEL. THE TIMES INDICATED '.�Q'�� IN n��`Scf' ARE FOR MALL HVAC UNITS, AND NOT NECESSARILY STORE HOURS OF OPERATION. G F�,Q !ate 1. TENANT SHALL TIE INTO EXISTING EXHAUST DUCT UP THROUGH ROOF. 65122PE 2. THE EXHAUST FLOW RATE SHALL BE DETERMINED BY TENANT'S ENGINEER IN ACCORDANCE WITH TENANT'S TOILET EXHAUST REQUIREMENTS.TENANT SHALL OUTSIDE AIR REQUIREMENTS OREGON PROVIDE LOCAL CEILING EXHAUST FANS WITH BACKDRAFT DAMPERS WITHIN THE S G� PREMISES. v0 FAT 25 00 5 OUTSIDE AIR IS PROVIDED BY THE LANDLORD HVAC SYSTEM. LANDLORD HVAC SYSTEM PROVIDES 55'F SUPPLY AIR YEAR ROUND EXPIR DATE: !UNE (INCLUDING REQUIRED OUTSIDE AIR) FOR TENANT SPACES. Sign re Date 12/1112014 r_.piration Date 06/30/2016 ARCHITECT INFO: Coil � ChipmanDesign ArchitectureInc. r 5{�S�i 245 S. i44i3U5 Pah?7�245A45bS �\\����� 400 D. 01010cs 1i mote 60018 c I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED N MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE r BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, r RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR RELATING TO STRUCTURES AND BUILDINGS. r O N ISSUE TYPE: N 100% CD CHECKSET/ 12/12/14 PERMIT/ LL APPROVAL 3 DRAWN BY: SK 9 A&E JOB NO.: 14-7269 SHEET TITLE: 0 NI MECHANICAL CID REFERENCE ONLY SCHEDULES al NOT APPROVED WITH THIS PERMIT U g 0 U 0 o SHEET NUMBER: rn rn M4 - 0 AIR SYSTEM SIZING SUMMARY FOR BLOCK LOAD AIR SYSTEM SIZING SUMMARY FOR FPB-1 _._...._............................................DESIGN WEATHER....PARAMETE.F�S................ ._ .............. ................- NEW STORE --.-.-- Air System Information CItYName _ ftirtl ® A T H L ETA mr'system Mme ------------------00&Lc�d Number of zones _� ____.1 Air System I Information Locatisxf_..__ _.. .__...._ _,.__ � _ mon Equipment Dl ss. ___ . .... .. ...,UNDEF Floor Area_. ._., ._ ...w. ,. � �. �.._. 3859.0 ft' AlrSystern Name FAI4-1 NumberoT=m__ 9 Latitude, 45.6 Deg, Air System Type ..... VAV Location _.m-...., .- ,0rs on EquipmentLongitude....__._._..._._._...-..._...._ _.._.... __._.._..m._.._._. . � � �.. � . _ '122.6 Deg, �Gls.,-� 1d11�iF.F Ftattr>�a?ea _.,_ .. ..,...............1058.9 f�' Air System Type_____-----------------------VAV Location.........-----------------------._. Portland, Orm Eleutetic�. 39.5 It Sizing(Calculation Information Summer Design Dry-s, a__.- _ _ _. __.90.0 °F GAP INC. Zone and S thud, Sizing Calculation i;nformatlon Summer Coincident Wet-Bulb _ - -'- -'-- - "�T'0 OF CORPORATE ARCHITECTURE Zone,Ct F ______.�..-..._ _..t'_ kzone,sensible toad Calculation Jon to Dec Zone and Opm Slizing Method: Summer tally F?:ange _ _ 21.5 F HARRISON STREET CFM Coincident space loads Sift Dew c4Icutated Zone,FM PeazoneSensible lead Calculation Moi nM_.._._._ ._....._._Jan to Doc Winter Design Dry-Sulb :10 OF Space CFM ------- .___.....Coincident spwvt leads SWng Date _......_......___._____ .._. .._.._.__......_Calculated Winter n Wet-Bulb _- 111.+4 F SAN FRANCISCO, CA 94105 .... _..... ....- . ........................... ................................................._............_........................................................... ........ ........_._............._........-.---....._................__........_.....__..................__....................._._..._........._._..- -.......-- Atrnoa c Cl Phar 1.f15' l� _ mal Cooling tr I ming Data Average Ground Refiectarme 0.20 STORE NO.: 4642 ........_..........._. .._�OW 00al load ................................................. ... ..._....._. T ........------ Load.��It. Jun 1 ............................_.......... t fir, WI i I 1 l oil iwlty___ _ __ _ tl 1�i3 S"f1Jl(lar- T I coil ioad__ 7A,ti MBH QA D81 WS MIS 166.2 *F � ................... TOW l load..... ... - - _..[� Tons..... ............ LAOM o ma ..;��;� .�. ..� �M� � _ . 1 Local Time,Zone GMT+I-N tours ..__........_...._�_.._ _..,_...�... ...__..., . _...._............._._,&0 m Sesyail�le coil load___ MBH EnferirrcJ Df31 vis_ 7f 4167.7 °F Total coil lazed_ 17.3 Mt3l l OA 0131 W8_ 8S>3/ OF 9 hou STORE NAME: Coil CFM at Jun 13i 0,___._.-___.�.._.�.. 8 CFM L ing t / '8 _-.._---_.._-,_.._...519 150.6 "F p Cider Daylight Sasrings Time ilio C t�lr:soli 134.9 MBH Letting DB f 8 7&.21$0.5 F rsntlatiern 1 1 _ WASHINGTON SQUARE Max blues CFlart at Jun 1',h�U(t X47 CFM Coil ADP,,,--,- .?}:3 F Coil cFl ,aJun 13M - - 5°l0 CFI Lrtg t 1�y8 57.s/5t1.'i OF Suns of peals zone CFM_ 2447 CFM Bypm factor_ 0.100 Max block CFM at Jun 1 _�519 CFM Coil ADA 48.6 OF Current Data Is_ 2001,CAo'SHRAE H�k She heat ralro_. O.M Resulting RH 813 % SutTr�peak CFl1fl �.579 C+FM Bypass Fa ..� - -_��� � Q.7t�l resign Coding Months _ _ � January to December ifilITtan .- _.,..... ..._...fI A 9 n AP p...............................................................55A "F Sensible hra#o_ __ _ _ _ _ 0.841 Resuf6rlg RH.. _ __ __5ta % STORE LOCATION: 13Tt.1/(ITt-P)..._ 19.3 Zone T mit Chea I at l OK f 'l'an_ _ _ __ 71 Dea n supply leap.- 55.0 T Wetter ffrnAr °F slfne _%92 gpm Max zone temperature aallcen BTW(ttr»W . _._. -_ _..__- _-.1l&:8 Zom Tstat Check- G of l OKWASHINGTON SQUARE Waterfivw 10.81°Frise 3-55 9prn Max Zone tempe ure deviation 4313 T 9585 SW WASHINGTON SQUARE RD Central heating Coil Sizing Data PORTLAND, OREGON 97223 DecMax Ca load- 1Heating ..............................................._......------......... .._....._.........................._.......---............................._.............----._...._...................................................................-...---....._._._.........._......._...._._..._.......-- ._....----......__.._.._.._......._...... .CFM Load occurs ..............__.._........_......._............._........................_.........._........................................_......._.......; SPACE H-10 i Max coi CFM _ __ 7 CSM Ea DB f It 01a f S,s OF I CFM at Doc 1300 519 CFM 13TU/tar its) 2. $I'0t07r - Maxed CFM 519 CFM Ertl D8/Lvg D8 5&615-LY T supply Fara"Sizing Data PROJ. I.D.: 0000052034 Actual max C FM at Jun 15W 2447 CFM Fan motor BHP _.0.157 BHP Supply Farr Sizing bats Stamtr"ard CF i.- .,-__-.-__,.-__-.--_.--�..�...._.._ CM Fan motor kW � .. _ �_�.. 0.W kW A nal max CFM at Jun 1600. 51:9 CFM Fan motor BHP____-_._--_ -- .,0.1a4 SHP I Actualmax 0.03 C:Fa+ Fenstatic-, _.1 A0 in Standard CFM _ 518 CFM Fen motor kW------ -...(1.111 i 1 PROTOTYPE DATE: 07/23/14 Actual� M -.___.....,...�0.49 � Fan static .,. _ ... m _ _ __ _ . 1. Ing PROTOTYPE VERSION 4.0 Outdoor VentlMlon Air Daft Design airflow CFM - 0 CFM CF0pawn__. _..._..., _ - _ _-, _._.__ .__ ti.lig 'gip on Outdoor Ventiiatic Air Data CFMgf ,_-_,- , -_ - _.....0.00 CFI Demo alffiew CM__ 0 CFPA 01.00 CIFWponpon C FM/ff -_ 0.00 CrF ......._._.__............._.._....................................._....._.................__ ........ ..... .... .. ..__..__....... ..............._......................................_.. ........................._........_............................................................................_........._......._......................................._..............._..................................... ZONE SIZING SUMMARY FOR BLOCK LOAD . ...... ....... ..........._........................................ AIR SYSTEM SIZING SUMMARY FOR FPB-2 i Air System btformallon AlrSyster» ___ .___..._�t76tLoad Nuntea'ref ._______,__ ___,-.-_n...._ ......m.1 ,Air itemInforr ation i Equipment Cly ____.UNDEF Floor Arm- _ -.� �.___.. ------_ .3859.0 IF Air System Name FPS-2 Number of a�srses Air SystemTypa _._._.._. _._ .,..,..,..,.....'VAfAV Location Portland,0m9on E4u1 ntGlass.....,. _.._._... _,.....,.UNDEF FitterAar................ ......................1ST.tJD if Alr Systems Type .!/AV Lomilon_ ___ Sizing Calculation information Zonae anti S ng d: Sizing Calculation Information Zone CFM,____Peat zone sensible toad Calcu1800n late Jon to Dee Zone,and Space SizingMatilmd: Spm CrFM�_._-Coincident space loads Calculated Zone Flat,.. __._.._.___........_...Peak zone sensible load Calculation Months......... ...................................Jen to Doe _._ te loads--;Sirrg.Date ,,.p. Zone swing[rata .................................................... ........... CenbrW Cooling Coil Siam Daft v Trxtal-axtil-iaas3 � Load Cm's a#. .... _ ................ -- ._ Juni 1313tr... .... ................. .................._. Maxlmu " I3esl n= Minimum /" e 1 g F Cllr x � � N a I Told tall load 26.6 MI3H.... CIA 0131 VSB r,,._ _ � _.. Me 1� F ' coofiing ` Ai r l Air l Fear Sensible Call load 22.8 MBH Entering DB I WB__ _ _ _ _ _-w_ 77.01 Ct M °F :. Sensible; Flaw " '• .,`Flow �,� � Area Zane Coil C>FM:at Jun 1313. � .___..._ ..._....__._.._ ......833 CFM Lettg !1+�.... . ................... ...... .......�...,,.57.81&ii.5 OF r ;C� "' (ft2) CFM/ftp Maxbicc<CFM0tJun1W0 833 CFM C'asilADP. ., ,,,,_.. X35.0 OF i Zone Name {MBH); {CFNI) . {GFM}; LaaE( ` Sura ail'peak zone CFM ._-_ _-893 CFM mss Fact_ 0.100 Z�Te 1 44,9, 24417 24, Just 1 9,8 3859.0 0.63 Sensible heart rpt -----0,850 RestAfing RH_.___.. _._..-50 % CONSULTANT INFO: f5T"ttra w_ . _......__. 019.1 �n�Rb+temp.............................................................. 55.0 OF Zonis Terml r3al"Siz ng Data 13TUgir fe) _...1rJ.4 Zone T-stat C hack _,tl of 1 OK No Zone Terminal Sizing Date required'tor this system. Water flow @ 101.0 OF rise_____5.32 gpm baso=e ternpewedum deviation _ -0.3 OF WCW Space Leads and.Airflows Central Heating Coil S1zh9 Dats Cooling Time Air Heating Flour , , Maxt 1D i _� _ ^_-_39 IL�1C,tt LoWam=at �L l Engineers. Inc. „ a` 1�1 CFM s'at 13CICr.__ �. 785 CFM itr _ ._._._ - ��_19 Sensible of Flow load Area Space Eisr1{ - Max will CFM 760 Creel Drive 833 CSM Ertl l�f L l� ._....._,.._.: 1:14 "'F x a ull:. MBH ' Load CFM MBH (ft) F !ft ahte M L d ;:C �- � ht Wood D 60191 TeL 630/595-8800 Water frovr 2t1v tT F�..Mme_............................ . .. . .......�. sJp�a ..__..................... € 1 1.CI1 aSALES I DIS 1 34,0 Jtsrr ISM 219 1.0 MA il.�F Fax 630/596-8818 1.02 S ES AREA 1 5.5 Jury 1600 300 1,7 M-0 0.45 Supply Farr Sizing E wrww.WCWerrglneers1om 2.01 CASHWRAP 1 5.1 Jun ISM 276 0,3 1M-0 2V 1Attual max CFM at Jun 1600 833 CFM Fen molotr BHP 0.23 BHP 2.012 SALES AREA 111 1 4.7 Jun 15W 258 1.5 591.0 0.44 Stahl CFM ....,_................' ..,.....,,,,.....,,......,......,,,..... 892 CFM Fen rr kW......,,.....,,.,.....,.......,.......,,,.....,,......,,.......,....,,,......0.18 kW 2.03 SALES AREA 2 1 5's Join 1500 297 1.7 675,0 0, Aral max C.�FM1ft° 0.61 CF'MNe Fen static__.___ 1.00 in wg PROFESSIO AMP: 3.031 iNnMATES 1 4.0 Jun 1500 219 0.8 ;325.0 0.067 tV© PRpcF 3.02 F;1TTING ROOM 1 4.1 Jury 15M 222 0,9 351.0 0.63 Outdoor Ventllation Air Data 3.033 TOILET 1 0.3 Jiro 1400 15 0.1 59.0 026 Design alrlia'aro +i 1 0 CFM M1 an 0.00 CFM/pssson &04 COFMDOR 1 iA Jun i5W 78 0.3 134.0 ft'W OAO Cf FMffe 6512 PE r 105 S'I'O IQ O "I 10.3 Jun isW 561 1.4 1300.11 1.10 ........................................................................._.................._.._......................................................................._........................................................................................................................._.............................................._.__..........................._............................................................................---........_................................................................................._......................_...................................... ORE GON AIR SYSTEM DESIGN LOAD SUMMARY FOR BLOCK LOAD AIR SYSTEM SIZING SUMMARY FOR FPB-3 G. T Expl N DATE' JUNE 3 ((p Signa re Date 12/11/2017 N .,':DESIG14 COOLiNG a I7E i l ilii Tl° Expiratio Date 06/30/2016 .....I, ,. Air rn Information ........... .... G=1l1kTA AT Jun 1300 HEATING DATA AT�DESATG'' .............-.......... .. ......_.. _.._... .......... .... ...._.... ..............._. .... ............. .. .......................... C _ I ." AirARCHITECT INFO CQ0 llG"DA DB l WB 86.6°F/66.2°F i HEATING t3A DB �?INB 22.0°F/18s4'F l'lataaraNvnttt� e f h EguomerA C Ims._____--__--------__ __---__------.UNDEF i kKw Area-----------_ -----_. -------------____-14MG fF Sensible Latent Sensible Latent Alr�rrsTs ___-_--� __-- -----_VAV Location------ ------ -- - - - LC)ADS`" Fz„ •, yN,• .` Details (BTU/hr} {BTIJ1hr} Details (STUIhr) (BTU/hr) i0ow"8,5t�iglat 0 - OW Ohi rnanDesign l7ransmission 0 ftp 0 - t3 fF A _ Sizir t ta5mt Infarsrra gotwL, _ Architecture Inc. 77 R1310fTransmisslon38Mfta 9M2700 S, kIv.r Ruud, Suit, 400 Z __---___-_-__- Jan to Dec ��� D k Plaines, leins, 1 1 11 n o l l 10 0 18 � �llirrr T Rn 0 ftp t3 - 0 fly I:f Spam CM- Zona CFMP - _ - yr a sensible load Calculation ----- --Coincident Spam loads Sing Data----- ----- Wight ---S fight Transmission 0 ftp 0 0ff, 0 CN Dourl-Oaft 01P g - t3 fF 0 (V FloorTransmisslott 38WIP 0 38Wfe a CentrailCoding Coil Slzirrg I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED r- TOW t�i� _� Tars �I at Jun 1 IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE r `! 0 fe 0 - (i fe 0 - BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, Total col low -____.. A MBiI GADB!WE3. x.81 Z "F a fts _ Oft" _ ��e ft) „" 2 •1 I ftp 11NI RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR ....•.- -. -- • • 75.7�i�•S OF RELATING TO STRUCTURES AND BUILDINGS. ' ... ......._._...................................._.. .. ..._................... .......... .... ._............. _.................. ......... ....... .. _..._............._.......................... ............................................- ................ .. ................. Rig ��L t3W B 0 0 tJr3n f .. 1� M__ Wn , D8 7-MA "F- Talc Uoft W6 W IM83 - 0 0 - ��FM at Jim 15M 4r � Bypass FCoil ahr.",_. 0.1001 OF ISSUE TYPE: Elm Equipme rit 3� 11� - 0 0 - N i�atBale 5l (3;2240 101361 0 0 0 'SeTsslt�ry,teat ratio,.. e. 0 F Rf-I.:.. ...�...-...-....,.,.� '� Powe t _ 0 Q _ 0 0 or _ 7 �y tom. '°F BTW {y=fe) _- __-__ _.....___.______._ a.. �e->s &_-._.-. _ _ _ 1,f 1 OK 100 CD CH ECKSET/ 12/12/14 Miscellaneous - 0 0 - 0 0 Fater flow @ 10.0`1"rise 5.138 gpm Maas tem n. 0.0 T PERMIT/ LL APPROVAL Safety Factor 10%/0% 4008 0 0% 0 9 Total Zone Loads 44083 10061 9765 0 Zom _ ,� 1 1 _ 3f 0 Can l Fieatttg Call Sizing Deb DRAWN BY: SK Plenum 1i�1 Load 0° 6 - tT 0 Max colt l� ..___._... ..... ..... ____. �.0 MBH Load o�at..........._..........._.....---_....-----...._-_....._---........_... ...od'ow CIA CFM at Oct 783 CFM BTUMT-tt __ _.__._.__.2r8 A&E JOB NO.: 14-7269 Plenm Roof LMW 7n 114.28 - 0 0 - Maxcscail -._ _r=tom CFM Ent,D9►Lvg l� _ ..._ ._ - 54 3 t�I T '' �i PlenunT Lighting Land C 0 - a a - Water fkaar 213.0Tdrsolx_..__._...._.____.......------__..._..._....._____.Ca_4dl SHEET TITLE: CD Return Pon l 0 - 24; 0 MECHANICAL LOAD _ ntflrstiz>rt-1 ..... ......... . ....... 0 +i ..........._.__........................p .. .. C3 ........... .....O..f�l p................................._............... ...................................... .._....... _......_........ lY Fen zing Mata _.. Supply Fan Load 24N CFM 18 - 24 CFM - REFERENCE ONLY CALCULATIONS Arm CFM at Jus 15W-------•----------------.1095 CFM Fan r SHl'--- - ---- --- ---0.811 13HP of l-arr F 0 - - 13 - Standard ------- 1,193 CFM fanmsaitorkVV.------------------------_-_-_-0.234 kW I NOT APPROVED WITH THIS PERMIT U Duct Haat Carr i Lass 0% 0 0 - Actual rraex C FMM 0.77 C:FMV Fan static-. IAC in VQ g >>TotaF4stem Loads571$a „111 .. t ;' ` ` 89 4 p cientraii coolingcd m18 1 _419 0 U Outer V�itet it Dab U) F9 l 7 7 - 0 - Design CFM - -- -- --- -0 CFM 0.00 alp 0 »cletioning 571" 10136 - -89 a' , GFM1i - GAD C Q Posiflvevalues era clg loads Positive values are htg loans SHEET NUMBER: WON ' Negative values are ltg loads Nega€five values are cig loads r M4 - 1 NEW STORE TAB REQUIREMENTS BY EQUIPMENT TYPE TYPE OF ® AT H L ETA DEESCRIPTIONLOM-POftt IT TABI REQUIRE E1NTS EQUIPMENT Airflow CFM VAV Variable Air Volume Box Heating Mode (where applicable) LAT GAP INC.CORPORATE ARCHITECTURE Cooling Mode (where applicable) kW(if electric)Voltage/Phase 1 HARRISON STREET Duct Size SAN FRANCISCO, CA 94105 Ductwork At each branch and/or fitting Duct CFM STORE NO.: 4642 -�-/) 6 /1`-�- 2 Duct Velocity Diffusers CFM STORE NAME: Airflow CFM WASHINGTON SQUARE EF Exhaust Fan HP Electrical RPM STORE LOCATION: Voltage/Phase WASHINGTON SQUARE 9585 SW WASHINGTON SQUARE RD PORTLAND, OREGON 97223 REQUIRED SUBMITTALS SPACE # H-10 V N Q1 w Q1 o C i7i .o v' o N o v PROJ. I.D.: 0000052034 TYPE OF U N U o _ � E PROTOTYPE DATE: 07/23/14 DESCRIPTION M Q N Q o o PROTOTYPE VERSION 4.0 EQUIPMENT � U v v C tY an _ E tw o c o Q +' Q JA v ti 0 O w N •a � VAV Variable Air Volume Boxes X X DUCTWORK Ductwork System X MINIMUM 36" '22 5TYPICAL CLEARANCE (TYPICAL) ELECTRIC HEATER CONTROL PER N.E.C. CABINET CONTROL ENCLOSURE. PROVIDE SUFFICIENT CLEARANCE TO PERMIT ACCESS a�"`" FLEXIBLE TO CONTROLS. "° ONNECTORS \ � CONSULTANT INFO: CLEARANCE PRIMARY FILTER RACK W(fw AIR FLOW Engineers, Inc. 760 Creel Drive PRIMARY AIR INLET. CONNECT Wood Dale, mole 60191 MEDIUM PRESSURE FLEXIBLE Tel. 630/5W8800 Fax 630/595-8818 DUCT OR SPIRAL SEAM DUCT www.WCWerK*mmrs.com (PER PLAN). EXTENDED LENGTH OF FLEXIBLE DUCT SHALL NOT EXCEED 1'-0". PROVIDE A REDUCER WHERE TRUNK DUCT IS PROFESSIONAL STAMP: SHOWN LARGER THAN TERMINAL 4�r�,0 PRO UNIT CONNECTION SIZE. PROVIDE ►N ss MIN. 4 DIAMETERS OF STRAIGHT �e� G F�c� DUCT UPSTREAM OF INLET. 65122PE �- OREGON INOT FAN POWERED VAV BOX DETAIL 300 TO SCALE ©s� , 25�� a� EXPIRO DATE: Al (� Signat e REFERENCE ONLY 044 Date 12/11/2014 APPROVED WITH THIS PERMIT Expiratio Date 06/30/2016 TO S.A. INSULATED MAIN ROUND DUCT ARCHITECT INFO: ChipmanDesign m 'Nam, QS irys e€€ ar. , 1 001a ',, $. ,, ,,,.,, $3r ii AUS PLACE DUCT HANGER STRAP BEFORE sa7.zsa.ana p fi:.248.5 §a BEND D_ ADJUST HEIGHT AS o REQUIRED PERHEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE ih SITE CONDITIONS BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR TAPE & STRAP FLEXIBLE DUCTWORK RELATING TO STRUCTURES AND BUILDINGS. N CONNECTION (TYPICAL) o ISSUE TYPE: N INSULATED FLEXIBLE DUCTWORK ADJUST 100% CD CHECKSET/ 12/12/14 o LENGTH 2 FT MAX. PERMIT/ o LL APPROVAL OPPOSED BLADE DAMPER — PROVIDE 3 MIN. ONE DUCT DIAMETER TO DIFFUSER DRAWN BY: SK o A&E JOB NO.: 14-7269 Ln 2i SHEET TITLE: o� MECHANICAL QI SUPPLY DIFFUSER WITH LAY—IN DETAILS PROVIDE STEEL FRAMING U FRAME AND ACCESSORY STEEL MOUNT o ADAPTOR FRAME FOR GYP. BOARD AROUND OPENING SECURE AND_/7 TO v CEILING STRUCTURE. o GYPSUM BOARD OR SHEET NUMBER: rn LAY—IN CEILING 0 co = — 0 I M5 DIFFUSER MOUNTING DETAIL NOT TO SCALE 103 NEW STORE T GAT H L ETA SK-1.GD GAP INC. 101 400 401 A. P1-0 P5-0 P5-0 D B z WCO CORPORATE ARCHITECTURE 1 HARRISON STREET µ, SAN FRANCISCO, CA 94105 i rv= STORE NO.: 4642 � VTR ETR , a, STORE NAME: ek.. 405 400 FCO. i I ; I FD& �� 402 WASHINGTON SQUARE 1 (TYP) (TYP) � t STORE LOCATION: .I I SAN ��_ _� r WASHINGTON SQUARE 102 I T+- =` – V -- ---tit– ---+r P5-0 104 F „ 9585 SW WASHINGTON SQUARE RD LU I W 1 Y - b �� , LAv PORTLAND, OREGON 97223 Y f r r,. SPACE # H-10 I ...� €. � `g /a:� ._. •`I � '� � t 'V }: �,r i•. .;i:NY, L JMs_ - - - — — — — -- - - - - - - — wH 1 ( ( ( I I I I 307 (– 103 P5-0 i I 102 PROJ. I.D.: 0000052034 I 401 I 100 I - P5-0 EWH-3 µ I PROTOTYPE DATE: 07/23/14 —— WS(E) F PROTOTYPE VERSION 4.0 w I .3 Poa I I- - -SAN(E)- -- - - - - --I ; a M .< < I� w 404 ESO 403 " I ' I I . x � I t . N I N OVERALL PLUMBING PLAN1/ 8" = 1'-0 " ENLARGED PLUMBING PLAN - TOILET ROOM 104" = 1'-0" PLUMBING CODED NOTES THIS IS AN EXISTING BUILDING THAT WILL REQUIRE DEMOLITION, REMOVAL, RELOCATION, PLUMBING SYMBOLS LEGEND CONSULTANT INFO: PLUMBING SCHEDULE REPLACEMENT, RECONNECTION, ETC. OF THE MECHANICAL/PLUMBING SYSTEMS. THE FIXTURE VALVE/FAUCET CONNECTIONS ELECTRICAL100 CONNECT NEW SANITARY LINE INTO THE EXISTING SANITARY SERVICE AS CONTRACTORS ARE REQUIRED TO VISIT THE SITE AND FULLY ACQUAINT THEMSELVES – COLD WATER (CW) MARK DESCRIPTION MFR MODEL MFR MODEL AST VENT CW HW VOLTAGE PHASE WATTS REMARKS SHOWN. FIELD VERIFY EXACT SIZE, LOCATION AND DIRECTION OF FLOW WITH THE EXISTING CONDITIONS AND THE DIFFICULTIES INVOLVED IN ACCOMPLISHING p CONDENSATE LINE (D) OF EXISTING MAIN PRIOR TO BIDDING. INSTALL CLEANOUT AT THE NEW WORK. PROBLEMS, DISCREPANCIES OR INFORMATION NEEDED SHALL BE CONNECTION TO EXISTING MAIN AND COORDINATE LOCATION AND TYPE SUBMITTED TO THE ARCHITECT/ENGINEER IN WRITING PRIOR TO SUBMITTING A F FIRE PROTECTION (F) (SPRINKLER/STANDPIPE) WATER CLOSET AMERICAN CADET#2467.016, - - 4" 2" 3/4" - - - - 1,5,11 OF COVER REQUIRED TO MATCH FLOOR FINISH WITH G.C. REFER TO PROPOSAL. THE SUBMISSION OF PROPOSAL WILL INDICATE THAT THE CONTRACTOR HAS G GAS LINE G Engineers, Inc. WC-1 HANDICAP STANDARD WHITE WASTE AND VENT RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR FULLY UNDERSTOOD AND HAS INCLUDED ALL COSTS FOR THIS PROJECT. __ ( ) 760 Creel Drive ADDITIONAL REQUIREMENTS. HOT WATER (HW) yy� p� Bole 80191 SK-1 SINK ELKAY CELEBRITY ELKAY HI-ARC 2" 1-1/2" 1/2" 1/2" - - - - 101 CONNECT NEW VENT LINE INTO THE MALL'S EXISTING VENT SYSTEM. GECR2521-3 LKD-232SBH5 — — PLUMBING VENT (V) T� 830/�"8� FIELD VERIFY EXACT SIZE AND LOCATION OF MALLS VENT MAIN PRIOR Fax 830/595-8818 LAVATORY KOHLER HAMPTON 22 KOHLER K7302-5A 2" 1-1/2" 1/2" 1/2" - - - 2,3,4 TO BIDDING. REFER TO WASTE AND VENT RISER DIAGRAM AND www•WCWerVkwwamm LAV CHANGES TO THE DESIGN OF ANY SYSTEM IDENTIFIED ON THESE - SANITARY WASTE (SAN) — BELOW SLAB/GRADE K2703-EH PLUMBING SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. DRAWINGS OR SPECIFICATIONS SHALL BE SUBMITTED TO THE ENGINEER OF EWH-1,2 WATER HEATER CHRONOMITE #SR-20L-208 - - - - 3/4" 3/4" 208 1 4160 - 102 CONNECT NEW COLD WATER LINE INTO THE EXISTING COLD WATER RECORD FOR REVIEW AND APPROVAL PRIOR TO THE FABRICATION AND AFF/AFG ABOVE FINISHED FLOOR/GRADE INSTANTANEOUS PIPING AS SHOWN. NOTIFY G.C. IF TAP IS SMALLER THAN SHOWN. FIELD INSTALLATION. ANY MODIFICATIONS WITHOUT THE ORIGINATING ENGINEER'S BFP BACKFLOW PREVENTER PROFESSI TAMP: WATER HEATER CHRONOMITE #SR-30-208 - - - - 3/4" 3/4" 208 1 6240 12 VERIFY EXACT SIZE AND LOCATION OF LANDLORD PROVIDED WATER TAP WRITTEN AUTHORIZATION AND APPROVAL SHALL BE THE RESPONSIBILITY, D p EWH-3 AND IF WATER METER IS REQUIRED CONTRACTOR SHALL COORDINATE AS WELL AS THE COST TO CORRECT SUCH MODIFICATION OF THE CHECK VALVE SFE n � INSTANTANEOUS WATER METER REQUIREMENTS WITH CITY WATER COMPANY FOR CONTRACTOR. c,� 'idvc�C 'rt, WALL ACCESS ZURN ZANB-1460-11 - - - - - - - - - - CO CLEANOUT , �;� AP APPROVED WATER METER PRIOR TO BIDDING. REFER TO COLD WATER PANEL FAUCET 11" x 11" AND HOT WATER RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR Q CONNECT TO EXISTING 65122PE r FLOOR CLEAN J.R. SMITH SERIES 4000 TO - - - - - - - - - 10 ADDITIONAL REQUIREMENTS. FCO NOTE TO CONTRACTOR: (E) EXISTING OUT SUIT FLOOR FINISH 103 INSTALL 1/2" WATER PIPE FROM TRAP PRIMER DOWN IN WALL UNDER SEE "GENERAL SHEETS" IN THIS SET FOR OREGON FLOOR DRAIN J.R. SMITH 2O05A-PO50 - - 3" 1-1/2" - - - - - 9 FLOOR TO FLOOR DRAIN. TRAP PRIMER TO BE LOCATED IN AN (ETR) EXISTING TO REMAIN �► p FD ACCESSIBLE LOCATION WITH ACCESS PANEL. ACCESS PANEL SHALL BE RESPONSIBILITY MATRIX ITEMS AND REFER TO 25•Z�� SPECIFICATION BOOK FOR GENERAL NOTES. FCO FLOOR CLEAN OUT �cf' X� PAINTED TO MATCH ADJACENT WALL COLOR. FpH G. SHd MS MOP SINK FIAT #MSB-2424 AMERICAN UTILITY 3" 1-1/2" 3/4" 3/4" - - - 5 ® FLOOR DRAIN (FD) PRODUCTS STANDARD #8354.112.004 C� INSTALL DRAWING TUBE HOLDER FOR STORAGE OF ALL CONTRACTORS "AS–BUILT" DRAWINGS. PLACE "AS–BUILT" PLUMBING DRAWINGS IN ® FLOOR SINK (FS) f3 ON DAT£: J ELECTRIC ELKAY EZTL8-SC - - 2" 1-1/2" 1/2" - 120 1 325 6 TUBE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. EWC WATER COOLER TWO LEVEL PIPE TURNING UP/DOWN sO1 SPACE AND REMOVE ALL UNUSED EQUIPMENT; INCLUDING BUT NOT se tore 2/11/2014 TRAP PRIMER PRECISION PRIME-RITE - - - - 1/2" - _ _ _ _ 400 DEMOLISH ALL EXISTING PLUMBING EQUIPMENT FROM OLD TENANT ^ REDUCER Expiration Date 0211 2014 TP PLUMBING LIMITED TO WATER CLOSET, LAVATORY, FLOOR DRAIN, DRINKING SHUTOFF VALVE (BALL TYPE) ARCHITECT INFO: WCO WALL CLEAN JAY R. SMITH 4532S - - - - - - - - - 7 FOUNTAIN, WATER HEATER AND MOP SINK; AND REMOVE AND CAP OUT AT MAINS ALL ASSOCIATED WATER, SANITARY AND VENT PIPING AND 0 V TEE TURNING UP/DOWN ALSO REMOVE ALL SUPPORTS. MAINTAIN WATER, SANITARY, VENT GARBAGE INSINKERATOR EVOLUTION - - - - - - 120 1 3/4 HP 8 PIPING TO COMPLY WITH THIS SHEET. COORDINATE ALL WORK WITH LL LANDLORD GD DISPOSAL COMPACT 8.1A ChipmanDesign GAP PROJECT MANAGER AND LANDLORDS REPRESENTATIVE PRIOR TP TRAP PRIMER Architecture Inc. REMARKS: TO ANY WORK. INCLUDE ALL COSTS IN BID. 2700 S. River Read, Suite 600 �– VTR VENT THRU ROOF �� oas Pictnex, iillnats tools 1 PROVIDE WITH BEMIS MANUFACTURING MODEL 1955SSC STANDARD WHITE OPEN FRONT SEAT LESS COVER. 401 EXISTING 1-1/4" COLD WATER SUPPLY PIPING TO REMAIN. r sa�.2se.cvut: s�7.2va.svaa 2 PROVIDE WITH WALL HANGER. PROVIDE BACKING IN WALL AS NECESSARY. COORDINATE WITH LANDLORD REPRESENTATIVE IF EXISTING WATER WHA WATER HAMMER ARRESTOR a 3 PROVIDE WITH TRUEBRO LAV GUARD MODEL#102 FOR TRAP AND SUPPLY PROTECTION. METER IS ACCEPTABLE TO REUSE. FIELD VERIFY EXISTING SIZE AND WCO WALL CLEAN OUT 00 LOCATION AND INCLUDE ALL COSTS IN BID. I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED T 4 PROVIDE WITH MIXING VALVE, LEONARD MODEL#270 IN MYMY 5 FURNISH RIGHT HAND AND LEFT HAND MODELS AS REQUIRED PER ADA. 402 EXISTING 3" VENT PIPING TO REMAIN. FIELD VERIFY EXISTING SIZE BEST OFMYKNOWLED E,THESAMEC MPLYWTHALLLAWS BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, 6 PROVIDE WITH DEARBORN 17GA. TRAP, TRAP ADAPTER AND ANGLE STOP. AND LOCATION. RULES,GTOSREGULSTRUCTIONS TURES PORTLAND,OR RELATING TO STRUCTURES AND BUILDINGS. N 7 CAST IRON CLEANOUT TEE WITH STAINLESS STEEL ROUND COVER. PLUG TO BE GAS AND WATER TIGHT. 403 EXISTING 8" SPRINKLER PIPING APPROXIMATELY 11'-6" A.F.F. TO 8 PROVIDE A WALL SWITCH INTEGRAL WITH GARBAGE DISPOSER. SEE ARCHITECTURAL DWG FOR LOCATION. BE RAISED UP BY SPRINKLER CONTRACTOR TO ALLOW FOR NEW ISSUE TYPE: PROPOSED CEILING HEIGHTS. FIELD VERIFY EXISTING SIZE AND N 9 FLOOR DRAIN TO BE PROVIDED WITH TRAP PRIMER CONNECTION. LOCATION. INCLUDE ALL COSTS IN BID. 100% CD CHECKSET/ 12/12/14 10 PROVIDE POLISHED NICKEL BRONZE COVER WITH CLEANOUT PLUG. 404 PERMIT 11 PRESSURE ASSISTED TANK-TYPE. EXISTING 4" SANITARY PIPING TO REMAIN. FIELD VERIFY EXISTING LL APPROVAL a 12 PROVIDE A NEO-PURE FRSS-1-038FF (OR EQUAL) 1.0 GPM FLOW RESTRICTOR ON THE HOT WATER OUTLET. SIZE AND LOCATION. 3 405 CONTRACTOR SHALL ADJUST NEW PIPING AS REQUIRED TO AVOID DRAWN BY: SK EXISTING LANDLORD DUCTWORK AND UTILITIES. CONTRACTOR SHALL o LASER TRACE EXISTING ELECTRICAL IN SLAB AND SHALL COORDINATE A&E JOB NO.: 14-7269 NEW PIPING ROUTING/INSTALLATION WITH LANDLORD PRIOR TO ANY o� WORK. INCLUDE ALL COSTS IN BID. REFERENCE ONLY SHEET TITLE: NI CD NOT APPROVED WITH THIS PERMI PLUMBING PLANS, o' SCHEDULES, AND SYMBOLS g 0 U 0 SHEET NUMBER: rn rn P1 - 0 NEW STORE 3/4" COLD WATER GAT H L ETA DOWN IN CHASE STOP AND WASTE GAP INC. VALVE CORPORATE ARCHITECTURE 1 HARRISON STREET SAN FRANCISCO, CA 94105 EWH STORE NO.: 4642 1/2" HOT & COLD WATER TO FAUCET AS STORE NAME: DRAIN PLUG SHOWN ON PLANS WASHINGTON SQUARE STORE LOCATION: WASHINGTON SQUARE 9585 SW WASHINGTON SQUARE RD PORTLAND, OREGON 97223 1-1/2" VENT SPACE # H-10 UP IN WALL MS > FLOOR PROJ. I.D.: 0000052034 PROTOTYPE DATE: 07/23/14 PIPING ARRANGEMENT SHOWN IS PROTOTYPE VERSION 4.0 SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. �3" WASTE PIPE POINT OF USE WATER HEATER - MS 30T TO SCALE Y2" Y2 EWC� 3/4" COLD WATER 301 EWH-2 �3`„ LAV DOWN IN CHASE 5-0 \ /4 3/4>> 1 1/2" VENT ' f LAV UP IN WALL c 1„ 3 SK-1, GD—\ 01, HOT AND COLD > 1/2" COLD WATER TO y2� � Y2„ 1 EWH-1 301 HOSE BIBB c � ON FAUCET PLANS SHOWN MS P5-0 CONSULTANT INFO: \ STOP AND WC 1i� TP 1/2" HOT WATER TO WASTE Ntffm CONNECT NEW PIPING TO EXISTING ` FAUCET AS SHOWN VALVE Engineers, Inc. ON PLANS COLD WATER SYSTEM. VERIFY EXACT Creel Daend6019 SIZE AND LOCATION IN FIELD. Lye" EWH TeL 630/696-8800 2" WASTE PIPEFax OW/ 1-1/4" (E) / 1/2" CW TO FD DRAIN PLUG FLOOR EWH-3 307 PROFESSION TAMP: EXISTING WATER PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD METER TO REMAIN CONDITIONS. SET HEATER THERMOSTAT TO 102 DEGREES. �\� {� �<3'� 651`2PE p OREGC?N s o COLD AND HOT WATER RISER DIAGRAM 401 TO SCALE POINT OF USE WATER HEATER 301 TO SCALE uo�p G. EX AT ON DAT1=r l(� Sig ature yyREFERENCE ONLY Date 12/11/2014 NOT APPROVED WITH THIS PERMIT Expiration Date 06/30/2016 CONNECT NEW PIPING TO EXISTING ARCHITECT INFO: VENT SYSTEM. VERIFY EXACT SIZE » LOOSE PVC TOP CAP AND LOCATION IN FIELD. THRU BIOLITTWT H i K TOGGLE dInc.(TYP. OF 2) Chi ►anDe o \ 2Architecture 47r ttit cft 27D 5. 'aIvsr Ra c : SuEtS.e 4G0 11 / " C t2£S9 iitS fi C4, Et1E P.tl/9 Qta 77 3 ON FCO N \ / PAN HEAD SCREWS LABEL IHEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED �\ � I \ / » 1 I TO SECURE STRAPS IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE C'7 \ \ 1-1 2 BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR \ i \ LAV „ „ RELATING TO STRUCTURES AND BUILDINGS. \\ WCO—�� " 1 I I 3/4" X 2" POPLAR 26 2 X4 o I / „ ��\ 3„ J� 2 I I PLYWOOD TRIM ISSUE TYPE: 1�1-1 2 \\ �> I/c,P I EXTENT OF WOOD SCREWED TO 2X4 HOLDER `V I \\ 2�� 4" FDI 4" 6" 100% CD CHECKSET/ 12/12/14 C5 \ i� I 1-1/2" � I 1/2" CW Sq DIAMETER PERMIT \\ I� I TO TP PVC TUBE ° LL APPROVAL 3 \I I FCO METAL STRAP DRAWN BY: SK \,---SK-1. GD I (TYPF . OF 2) 3" i L_____J A&E JOB NO.: 14-7269 U') 2„ PVC BOTTOM CAP n_i I WC-1--, SECTION GLUED IN PLACE SHEET TITLE: o� N 2» 4» 3" NTS 24" A.F.F. �S THIS TUBE CONTAINS PLUMBING DETAILS NT 1-1 STORE DRAWINGS AND AND RISERS Q SP 4" , IS NOT TO BE U SPS REMOVED WITHOUT o 3,. �i CONNECT NEW PIPING TO ATTACH A LABEL THE CONSENT OF THE ELEVATION EXISTING (WITH CLEAR TAPE) STORE MANAGER. SANITARY SYSTEM. VERIFY STATING: NTS o FCO EXACT SIZE AND LOCATION THANK YOU. SHEET NUMBER: rn IN FIELD. rn Co P5 - 0 WASTE AND VENT RISER DIAGRAM NOT TO SCALE DRAWING TUBE NOT TO SCALE = 400 102 NEW STORE SPRINKLER HEAD LEGEND SYMBOL DESCRIPTION REMARKS ® ATH LETA • CONCEALED HEAD GAP INC. CORPORATE ARCHITECTURE D Z Y SPRINKLER SUBMITTAL REQUIREMENTS SAN FRANCISCO,ECA 94105 STORE NO.:77- 4642 STORE NAME: �� r, r AND CALCULATIONS FOR THEIR WORK. SUBMIT TO THE G.C. FOR ARCHITECTURAL p APPROVAL OF HEAD LOCATIONS AND TYPES. WASHINGTON SQUARE I aTHIS FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING I • 1£4 • • • • _ • • . 0 • • °i I COORDINATED DRAWINGS, HYDRAULIC CALCULATIONS, HEAD TYPES AND COLORS TO STORE LOCATION: ; a I ALL AUTHORITIES HAVING JURISDICTION FOR APPROVAL. NO WORK SHALL BEGIN WASHINGTON SQUARE I UNTIL ALL APPROVALS HAVE BEEN RECEIVED. .......................................... • 'AllI ( I - 9585 SW WASHINGTON SQUARE RD 0 I W — �� II PORTLAND, OREGON 97223 SPACE # H-10 IN I • ` • • • • • • • _ • • � ' CHANGES TO THE DESIGN OF ANY SYSTEM IDENTIFIED ON THESE I I • , DRAWINGS OR SPECIFICATIONS SHALL BE SUBMITTED TO THE ENGINEER 1 _00; ,_ a a p �„ a a g p a OF RECORD FOR REVIEW AND APPROVAL PRIOR TO THE FABRICATION I • • k x , a ` 0 ° a " b # AND INSTALLATION. ANY MODIFICATIONS WITHOUT THE ORIGINATING PROJ. I.D.: 0000052034 . I I I I 402 I I ENGINEER'S WRITTEN AUTHORIZATION AND APPROVAL SHALL BE THE Iq 0 0 0 0 0 0 I RESPONSIBILITY, AS WELL AS THE COST TO CORRECT SUCH PROTOTYPE DATE: 07/23/14 MODIFICATION, OF THE CONTRACTOR. Y 13 I I= • • •.I • • • • I ROTOTYPE VERSION 4.0 �, SEE "GENERAL SHEETS" IN THIS SET FOR ws ....,...r __.._.._.__. .__' "-__ _,� _ RESPONSIBILITY MATRIX ITEMS AND REFER TO SPECIFICATION BOOK FOR GENERAL NOTES. 200 (TYP) 300 400 401 _ SPRINKLER CODED NOTES 100 PLACE "AS—BUILT" SPRINKLER DRAWINGS IN DRAWING TUBE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 200 INSTALL SPRINKLER HEADS ABOVE AND BELOW DUCTWORK AS REQUIRED BY NFPA 13. COORDINATE INSTALLATION OF HEADS WITH HVAC CONTRACTOR AND G.C. 300 EXISTING 8" SPRINKLER PIPING APPROXIMATELY 11'-6" A.F.F. TO " BE RAISED UP BY SPRINKLER CONTRACTOR TO ALLOW FOR NEW PROPOSED CEILING HEIGHTS. FIELD VERIFY EXISTING SIZE AND LOCATION. INCLUDE ALL COSTS IN BID. 400 PROVIDE SPRINKLER HEAD WITH APPROPRIATE FINISH COVER PLATE 1 8" — 1'-0" MATCHING ADJACENT CEILING COLOR IN ENTRY AREA. COVER PLATE FIRE SPRINKLER PLAN FINISH SHALL BE FACTORY APPLIED. FIELD APPLIED FINISH WILL NOT 100 BE PERMITTED. PROVIDE SPRINKLER HEAD IN FACTORY WHITE FINISH. COORDINATE ALL REQUIREMENTS WITH ARCHITECT PRIOR TO PURCHASE AND INSTALLATION. CONSULTANT INFO: 401 PROVIDE DEMOLITION/MODIFICATION OF PORTIONS OF EXISTING SPRINKLER SYSTEM PER WORK REQUIRED PER NEW STORE LAYOUT; COORDINATE WORK AND SYSTEM SHUT DOWN REQUIREMENTS WITH MALL. OPERATIONS AND REFERENCE ARCHITECTURAL DRAWINGS. ALL wC2w SPRINKLER WORK SHALL BE PERFORMED BY THE LANDLORD Engineers, Inc. APPROVED MALL SPRINKLER CONTRACTOR. INCLUDE ALL COSTS IN BID. 760 Creel Drive Wood Dale, Mhds 60197 402 VERIFY REQUIREMENTS IF SPRINKLER HEAD IS REQUIRED FOR STORE Tel. 830/595-8800 ENTRANCE WITH THE LANDLORD AND LOCAL AUTHORITIES AND Fax WerK 5-8818 www.WCWenpineerscom COORDINATE INSTALLATION. PROFESSION STAMP: IN 65122PE 9r OREGON s pr 25 H G. I� EXP 10"DATE JU E O 0((� Sign Date12/11/2014 Expirati n Date 06/30/2016 ARCHITECT INFO: Shipman g Architecture Inc . 2706 S. Rivas R—d, &.1fe 400 Ras Pia,nas, filina[s 600id \� T 047.296.4400 F 047.240.4966 cr C M I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE C'') BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL LAWS, `.- RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR RELATING TO STRUCTURES AND BUILDINGS. NI CDr CN REFERENCE ONLY ISSUE TYPE: NOT APPROVED WITH THIS PERMIT N 100% CD CHECKSET/ 12/12/14 o PERMIT/ LL APPROVAL U- 3 DRAWN BY: SK q A&E JOB NO.: 14-7269 U- 00 - 00I SHEET TITLE: 0 I N FIRE SPRINKLER �I PLAN THIS IS AN EXISTING BUILDING THAT WILL REQUIRE DEMOLITION, REMOVAL, 0 RELOCATION, REPLACEMENT, RECONNECTION, ETC. OF THE FIRE SPRINKLER o SYSTEMS. THE CONTRACTORS ARE REQUIRED TO VISIT THE SITE AND FULLY 0 ACQUAINT THEMSELVES WITH THE EXISTING CONDITIONS AND THE (n DIFFICULTIES INVOLVED IN ACCOMPLISHING THE NEW WORK. PROBLEMS, o DISCREPANCIES OR INFORMATION NEEDED SHALL BE SUBMITTED TO THE SHEET NUMBER: ARCHITECT/ENGINEER IN WRITING PRIOR TO SUBMITTING A PROPOSAL. THE SUBMISSION OF PROPOSAL WILL INDICATE THAT THE CONTRACTOR HAS r _ O T FULLY UNDERSTOOD AND HAS INCLUDED ALL COSTS FOR THIS PROJECT. r 1 2 ELECTRICAL SYMBOLS NEW STORE EWH v TELEPHONE OUTLET 305 2 TELEPHONE OUTLET, FLOOR MOUNTED aATH LET 206 305 EWH 227 203 ® TELEPHONE OUTLET, CEILING MOUNTED E9-4 17 DATA OUTLET 219 EE 0 CC B A Z Y Q DATA OUTLET, FLOOR MOUNTED 203 100 230 309 215 GAP INC. DATA OUTLET, CEILING MOUNTED E9-5 200 PHONE/DATA OUTLET , FLOOR MOUNTED CORPORATE ARCHITECTURE 1 HARRISON STREET - - ------- _ -__ 3sPHONE/DATA OUTLET, CEILING MOUNTED SAN FRANCISCO, CA 94105 A-42 STORE NO.: /I /I J �' 45 d A-55 220 /iA-32 A-53 q_52 A-13�VDUPLEX RECEPTACLE I P AV 75cd i 200 A-11 ( ® CEILING MOUNTED RECEPTACLE 200 �- - - _ _ v AM - A-23� 15cd A III 201 211 A-49\ ,J A-15 203 a DUPLEX RECEPTACLE, FLOOR MOUNTED WASHINGTON SQUARE 45cd A-34 A-6,8 _ PS POWERSTRUT MOUNTED RECEPTACLE AV A-38� I A-9,11 F7 - -_ _ � 213 �! � � STORE LOCATION: A-47- CEILING MOUNTED QUADRUPLEX RECEPTACLE EWH - A-46N. A-10,12 A-47,1 III A-43 c ® WASHINGTON SQUARE 305 QUADRUPLEX RECEPTACLE 203 3 - - A. Av Av 210 200 9585 SW WASHINGTON SQUARE RD cFI DUPLEX RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTER E9-4 227 A-43 75cd 201 75cd I E5-0 PORTLAND, OREGON 97223 200 III ACP E6-0 208 qpw DUPLEX, WHITE RECEPTACLE AND COVERPLATE SPACE # H-10 A-40,48, (TYP) 205 E9-5 A,.55 208 45cd1 A-22,24 203 qpws DUPLEX, WHITE RECEPTACLE AND STAINLESS STEEL COVERPLATE i _ A-18,20 227 100 REFERENCE - � A-55 AV O III AV IA-53 E9-4 OSF DUPLEX RECEPTACLE, STOREFRONT E9-0 POINT -� -� a 75cd A-52 211 PROD. I.D.: 0000052034 ��, A � ® SINGLE RECEPTACLE 310 - ` \ `�A�50 200 1 A-45 A-15 203 I \ 200. QUADRUPLEX RECEPTACLE WITH ISOLATED GROUND PROTOTYPE DATE: 07/23/14 �A-53 A-45 A-13 A30 � `' ,;', 4 A—b2 DUPLEX RECEPTACLE WITH ISOLATED GROUND PROTOTYPE VERSION 4.0 A-54 J 201 - --- — 218 214 E9-5 204 216 228 200 $ SWITCH, 1-POLE, REFER TO ARCHITECTURAL FOR MOUNTING HEIGHT A-5 TELEPHONE PANEL A 204 217 A-56 A-28 $3 SWITCH, 3—WAY, REFER TO ARCHITECTURAL FOR MOUNTING HEIGHT � TERMINAL 300 LIGHTING A-33 $T MOTOR RATED SWITCH WITH THERMAL OVERLOAD PROTECTION 212 BOARD E9_3 304 CONTACTORS LED LIGHT A-14,16 A-26 �/ $D DIMMER SWITCH MS MOTION SENSOR BB BYPASS BUTTON RB REMOTE BALLAST ® RELAY L❑ NON-FUSED DISCONNECT SWITCH LE FUSED DISCONNECT SWITCH ® MAGNETIC STARTER ELECTRICAL PANELBOARD (SHOWN TO SCALE ON PLANS) DRY TYPE TRANSFORMER POWER CODED NOTES PUSH BUTTON FOR BELL OR BUZZER 100 MOUNT DOOR BUZZER SYSTEM PUSH BUTTON 48" A.F.F. INSTALL LOW VOLTAGE 0-I DOOR BUZZER WIRING TO BUZZER IN MANAGER'S DESK AND CASHWRAP. REFER TO DOOR BUZZER 214 4" X 4" X 1 -1/2" J-BOX WITH DUPLEX RECEPTACLE STEREO SYSTEM. GENERAL NOTES: © BUZZER OR BELL CONSULTANT INFO: DETAIL FOR ADDITIONAL REQUIREMENTS. INSTALL (2) 3/4" CONDUITS WITH PULL WIRE FROM J-BOX UP TO TOP Q-{ ADA PUSHBUTTON PHONEBOARD. VERIFY LOCATION WITH G.C. PRIOR TO INSTALLATION. 1 . ALL OUTLETS AND SENSORS IN SALES AND 0-I INTERCOM CALL BUTTON � 102 DUPLEX RECEPTACLE WITH CENTER INSTALLED AT 48" A.F.F. NEXT TO EMPLOYEE TIME FITTING AREAS SHOULD BE LOCATED ON THE CLOCK FOR POWER AND/OR GENERAL USE. VERIFY EXACT LOCATION WITH G.C. PRIOR 215 POWER AND DATA OUTLET DIRECTLY BELOW COUNTER LOCATION. INSTALL SIDES OF THE FEATURE WALL FRAMES, NOT © ADT CONTROL PANEL TO ROUGH-IN. CONDUIT WITH ONE (1) PULLWIRE TO POS SWIP CABINET. COORDINATE THE FACES. vc SPEAKER VOLUME CONTROL LOCATION WITH GC PRIOR TO ROUGH-IN. PROVIDE TAMPER RESISTANT 200 RECEPTACLES, HUBBELL SERIES CR20. SEE ARCHITECTURAL PLAN FOR 2. IN TOILET ROOMS, ALL MOTION SENSORS,MOUNT SALES AREA AND STOCKROOM RECEPTACLES WITH CENTERLINE 21" SPEAKER A.F.F. A.F.F. FIELD VERIFY EXACT LOCATION WITH G.C. PRIOR TO ROUGH-IN OF LOCATION. RECEPTACLES, ETC. SHALL BE MOUNTED WITH DICKERSON ENGINEERING, INC. RECEPTACLE BOXES. PROVIDE TAMPER RESISTANT RECEPTACLES UNLESS CENTERLINES AT 39" Professional Electrical Engineers TO AVOID CONFLICT WITH © BASS MODULE MOUNTED ABOVE CEILING Prof8iONORTH MILWAUKEE AVENUE OTHERWISE NOTED. RECEPTACLE SHALL BE HUBBELL SERIES CR20. 216 SINGLE GANG BOX WITH WHITE COVERPLATE FOR TELEPHONE/DATA BEADBOARD TRIM. CONNECTION. INSTALL CONDUIT WITH (1) PULLWIRE TO POS SWIP CABINET. ® ACCESS PANEL. SEE ARCHITECTURAL DRAWINGS. NILES, ILLIN❑IS 60714 REFER TO CONDUIT RISER DIAGRAM. 2 DATA POS & CREDIT TERMINAL . TEL (847) 966-0290 201 MOUNT TOILET ROOM RECEPTACLES WITH CENTERLINE 39" A.F.F. FIELD ( ) ( ) 3. DATA WIRE LENGTH NOT TO EXCEED 300 FEET O (2) VOICE (PHONE & CREDIT TERMINAL BACKUP). ALL LOW VOLTAGE WIRING HOMERUN CIRCUIT PROFESSIONAL STAMP: VERIFY EXACT LOCATION WITH G.C. PRIOR TO ROUGH-IN OF RECEPTACLE PER EIA/TIA 569 STANDARDS. SHALL BE INSTALLED BY OTHERS. ROUTE PHONE WIRE UP IN WALL TO BOXES. PROVIDE GFCI TAMPER RESISTANT RECEPTACLES UNLESS PHONE.OTHERWISE SUSPENDED FROM STRUCTURE .��PED PROFESS Q�� ��G I NF OTHERWISE NOTED. RECEPTACLE SHALL BE HUBBELL SERIES CR20. 4. ALL RECEPTACLES, DATA JACKS, COVERPLATES UNISTRUT 9/py9r 203 STOREFRONT SHOW WINDOW RECEPTACLES SHALL BE FLUSH MOUNTED 217 SINGLE GANG BOX WITH WHITE COVERPLATE FOR TELEPHONE/DATA AND JUNCTION BOX COVERS ARE TO BE WHITE HORIZONTALLY IN CEILING. IF CEILING IS GREATER THAN 18" ABOVE CONNECTION. INSTALL CONDUIT WITH (1) PULLWIRE TO POS SWIP CABINET. IN COLOR. FACP FIRE ALARM CONTROL PANEL REFER TO CONDUIT RISER DIAGRAM. (1) DATA (KIOSK). (1) VOICE (PHONE). ANN N FACP REMOTE ANNUNCIATOR OREGON WINDOW THEN RECEPTACLE MUST BE WALL MOUNTED MAXIMUM 18" ALL LOW VOLTAGE WIRING SHALL BE INSTALLED BY OTHERS. D ABOVE TOP OF SHOW WINDOW FIELD VERIFY EXACT LOCATION WITH G.C. Z_ 9 y ,9� � DEDICATED GFCI PRIOR TO ROUGH-IN OF RECEPTACLE BOXES. O © PHOTO CELL s z z . �P 218 RECEPTACLE FOR CONNECTION TO STEAMER. CONTRACTOR TO t < p 204 POWER AND DATA OUTLET AT 21 A.F.F. INSTALL CONDUIT WITH ONE (1) LABEL RECEPTACLE "STEAMER" ON THE COVERPLATE. COORDINATE EXACT LANDLORD FIRE ALARM CONNECTION © MANUAL PULL STATION I PULLWIRE TO POS SWIP CABINET. COORDINATE LOCATION WITH G.C. PRIOR LOCATION AND MOUNTING HEIGHT PRIOR TO ROUGH-IN. OS CEILING MOUNTED SMOKE DETECTOR - TO ROUGH—IN. PROVIDE TAMPER RESISTANT RECEPTACLES, HUBBELL SERIES 219 GFI RECEPTACLE AND SWITCH FOR GARBAGE DISPOSAL. MOUNT RECEPTACLE TENANT'S FIRE ALARM SYSTEM REQUIRES CONNECTION SIGNATURE TO THE LANDLORD CENTRAL FIRE ALARM SYSTEM. THEX—@ DUCT MOUNTED SMOKE DETECTOR CR20. AT 18" A.F.F.. MOUNT SWITCH AT 6" ABOVE COUNTER. VERIFY EXACT GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR " U 120V POWER FROM RTU REC/LT CCT IF REQUIRED 12/11/2014 12/31/2015 LOCATION WITH ARCHITECTURAL DRAWINGS AND G.C. PRIOR TO ROUGH—IN. HIRING LANDLORDS FIRE ALARM CONTRACTOR TO DATE EXPIRATION DATE 205 CONDUIT WITH PULL WIRE FOR EAS SYSTEM. REFER TO EAS DETAIL CONNECT TO THE LANDLORD CENTRAL SYSTEM. 0 INTERNAL CONTACTOR DRAWINGS FOR FURTHER REQUIREMENTS. 220 WHITE GFI RECEPTACLE FOR ELECTRIC WATER COOLER. VERIFY EXACT CR CONTROL RELAY ARCHITECT INFO: 206 RECEPTACLES FOR MICROWAVE OVEN AND REFRIGERATOR (ONE DUPLEX PER LOCATION WITH GC. TS TAMPER SWITCH APPLIANCE). INSTALL REFRIGERATOR RECEPTACLE WITH CENTERLINE 18 AFF. J-BOX FOR WIRELESS ACCESS POINT ABOVE CEILING WITH 3/4" CONDUIT TO FIRE ALARM NOTES: FS WATER FLOW SWITCH INSTALL MICROWAVE RECEPTACLE AT 48" AFF. VERIFY EXACT LOCATIONS WITH 227 NETWORK RACK. / G.C. PRIOR TO ROUGH-IN. PROVIDE GFCI TAMPER RESISTANT RECEPTACLES, FIRE ALARM SYSTEM SHOWN ON ENGINEERED AV HORN WITH STROBE LIGHT WALL MOUNTED @ 80" AFF HUBBELL SERIES CR20. O W POER AND DATA OUTLET DIRECTLY BELOW COUNTERTOP. INSTALL CONDUIT 228 ELECTRICAL DRAWINGS ARE FOR SCHEMATIC AND EK STROBE WALL MOUNTED Cc? 80" AFF WITH ONE (1) PULLWIRE TO POS SWIP CABINET. COORDINATE LOCATION BIDDING PURPOSES ONLY. FIRE ALARM SYSTEM 8 INSTALL (2) VOLUME CONTROLS. INSTALL (1) VOLUME CONTROL IN THE WITH G.C. PRIOR TO ROUGH-IN. PROVIDE TAMPER RESISTANT RECEPTACLES, CONTRACTOR SHALL SUBMIT FIRE ALARM DRAWINGS, I N HORN WALL MOUNTED Ca? 80" A.F.F. 20 MANAGER'S OFFICE, AND (1) AT THE CASHWRAP FOR THE SOUND SYSTEM. HUBBELL SERIES CR20. EQUIPMENT CUT SHEETS, ETC. PER LOCAL CODE AND STROBE LIGHT CEILING MOUNTED. VERIFY ALL MOUNTING LOCATIONS AND REQUIREMENTS WITH G.C. AND MUSIC NFPA72 TO LOCAL AUTHORITIES HAVING JURISDICTION qV HORN WITH STROBE LIGHT CELING MOUNTED VENDOR PRIOR TO INSTALLATION. 230 "4" SQ. X 1-1/2" DEEP JUNCTION BOX FOR PANIC HARDWARE ON AND OWNER'S INSURANCE COMPANY FOR APPROVAL EMERGENCY DOOR. COORDINATE LOCATION WITH GC PRIOR TO ROUGH-IN. PRIOR TO ORDERING EQUIPMENT. THE FIRE ALARM OS HVAC TEMPERATURE SENSOR 210 4" X 4" X 1-1/2" J-BOX WITH COVER FOR TRAFFIC COUNTER SYSTEM. SEE ARCHITECTURAL DRAWINGS FOR DOOR HARDWARE SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ISSUE TYPE: INSTALL CONDUIT BETWEEN EACH J-BOX WITH A HOMERUN BACK TO COMPATABILITY BETWEEN THE FIRE ALARM SYSTEM AND OT HVAC THERMOSTAT 100% CD CHECKSET 12/12/14 TELECOM BOARD FOR EVERY GROUP OF FIVE (5) J-BOXES. SEE 304 LIGHTING CONTACTORS IN ENCLOSURE WITH TIMECLOCKS MOUNTED BELOW. THE LANDLORD CENTRAL SYSTEM WHEN REQUIRED TO PERMIT & BID ARCHITECTURAL DRAWINGS FOR LOCATION. REFER TO CONDUIT RISER SEE DETAIL FOR QUANTITY. CONNECT TO THE LANDLORD CENTRAL SYSTEM. ELECTRICALLY POWERED EQUIPMENT REFERENCE ONLY LL APPROVAL DIAGRAM. J-BOX SHALL BE CENTERED IN DOORS, 24" IN FROM THE ENGINEER WILL NOT APPROVE FIRE ALARM DRAWINGS, NOT APPROVED WITH THIS PERMIT STOREFRONT. 305 SMALL DISCONNECT SWITCH FOR INSTANTANEOUS ELECTRIC WATER HEATER. EQUIPMENT CUT SHEETS, ETC. INCLUDE IN BID ALL PROVIDE FLEXIBLE SEALTIGHT CONNECTION TO UNIT. SWITCH TO BE COSTS FOR PERMITS AND FEES. ALL DEVICES SHALL AFF ABOVE FINISH FLOOR DRAWN BY: MP 211 COORDINATE CORE DRILL LOCATION FOR UNDERGROUND CONDUIT(S) WITH LOCATED BELOW SINK ADJACENT TO WATER HEATER. BE STANDARD PRODUCT OF SINGLE MANUFACTURER AND E EXISTING TO REMAIN A&E JOB NO.: 14-7269 G.C. AND LANDLORD'S REPRESENTATIVE PRIOR TO PROCEEDING WITH ANYEAS ELECTRONIC ARTICLE SURVEILLANCE FIRE ALARM DEVICES FURNISHED AND INSTALLED BY THE LICENSED FIRE SHALL DISPLAY THE MANUFACTURERS NAME ON EACH WORK. PATCH/SEAL FLOOR TO MATCH EXISTING FLOOR FINISH AFTER 309 COMPONENT. ACCEPTABLE MODELS MUST BE EBBH ELECTRIC BASEBOARD HEATER SHEET TITLE: INSTALLATION OF CONDUITS. ALARM CONTRACTOR SPECIFIED AT G.C.'S EXPENSE. FIRE ALARM CONTRACTOR COMPATIBLE TO LANDLORDS SYSTEM. THE GENERAL EC ELECTRICAL CONTRACTOR IS TO CONNECT DEVICES TO FIRE ALARM PANEL LOCATED IN THE REAR OF CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING EM EMERGENCY POWER PLAN 212 ISOLATED GROUND QUAD RECEPTACLES FOR NETWORK RACK. THE SPACE. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS PRIOR TO LANDLORDS FIRE ALARM CONTRACTOR TO CONNECT TO EWC ELECTRIC WATER COOLER - COORDINATE BID. THE LANDLORD CENTRAL SYSTEM. RECEPTACLE LOCATION WITH PLUMBING CONTRACTOR 213 EAS JUNCTION BOX. SEE EAS DRAWING FOR REQUIREMENTS. VERIFY LOCATION 310 DEDICATED FIRE ALARM PHONE LINE LOCATED AT THE TELEPHONE BOARD. IG ISOLATED GROUND WITH G.C. PRIOR TO ROUGH IN. ELECTRICAL CONTRACTOR TO MAKE FINAL CONNECT TO FIRE ALARM CONTROL PANEL. NL NIGHT LIGHTING HARDWIRED CONNECTION TO EAS EQUIPMENT ABOVE CEILING. COORDINATE N UNO UNLESS NOTED OTHERWISE WITH G.C. AND EAS VENDOR. WP WEATHER PROOF (X) X = QUANTITY OF CONDUCTORS SHEET NUMBER: NOTE: NOT ALL SYMBOLS NECESSARILY USED ON PLAN. SCALE: El e 0 POWER PLAN 1/8" = -o» SF: 1.00 cc JN:H:\14015.56 FN:4842—E10 A POWER PLAN NEW STORE POWER CODED NOTES ® AT H L ETA 303 J-BOX FOR THERMOSTAT/SENSOR MOUNTED AT 48" A.F.F.. INSTALL 1/2" CONDUIT WITH BUSHINGS AND PULLWIRE TO ABOVE CEILING FOR CONTROL WIRING. COORDINATE LOCATION WITH G.C. PRIOR TO ROUGH-IN. GAP INC. CORPORATE ARCHITECTURE 1 HARRISON STREET SAN FRANCISCO, CA 94105 STORE NO.: 4642_/I o cc e a z r STORE NAME: FPB-1 303 WASHINGTON SQUARE STORE LOCATION: - WASHINGTON SQUARE - -- -- T 9585 SW WASHINGTON SQUARE RD 303 FPB-3 PORTLAND, OREGON 97223 j SPACE # H-10 _ T - - Hill IPROJ. I.D.: 0000052034 ir®� A-2,4 A-11,3 FPB PROTOTYPE DATE: 07/23/14 FPB A-5'� - - FPB 3 - � -I. , L I ,�,� 2 1 PROTOTYPE VERSION 4.0 E .( II I PANEL A I LIGHTING CO TACTORS l t \---- - --I a '1= � - I -L�- T REFERENCE POINT FPB—2—/ � 30 CONSULTANT INFO: DICKERSON ENGINEERING, INC. Professional Electrical Engineers 8101 NORTH MILWAUKEE AVENUE NILES, ILLIN❑IS 60714 TEL (847) 966-0290 PROFESSIONAL STAMP: - -_o PROFFS N F 9�o F 29 14,858 l OREGON .y a 2 2 D G� NATURE 12/11/2014 12/31/2015 DATE EXPIRATION DATE ARCHITECT INFO: ISSUE TYPE: 100% CD CHECKSET 12/12/14 PERMIT & BID LL APPROVAL REFERENCE ONLY DRAWN BY: MP NOT APPROVED WITH THIS PERMIT A&E JOB NO.: 14-7269 SHEET TITLE: POWER PLAN - HVAC N (p SHEET NUMBER: SCALE. El ® 0 A POWER PLAN - HVAC 1/8» = -0» SF: 1.00 CC JN:H:\14015.38 FN:4642-00 HVAC PLAN - EE @ BB AA Z Y NEW STORE FIXTURE TYPE R106 CC (TYPICAL FOR 3 FOOT FIXTURE) 100 FIXTURE TYPE FIXTURE TYPE FIXTURE TYPE T116 103 FIXTURE TYPE 4105 FIXTURE TYPE X105, EMERGENCY AT H L E TA FIXTURE TYPE FIXTURE TYPE E9-4 11100-EM, (TYP) (TYPICAL FOR 4 FOOT FIXTURE) P107, (TYP) LIGHT (TYPICAL) ON TYPE T107 TRACK, X100-R (TYP) R100 (TYP) A-25 - r' - - -- ---- ---- - - - - - ---- - -- -� - _ A-21 GAP INC. CORPORATE ARCHITECTURE + \+1 -31 A-225 101 �1 A-25 M 1 HARRISON STREET EM EM/NL 1 A-39/41 A-35/37 A-35/37 A-35/37 A-35/37 A-35/37 A-35/37 A-35/37 i FIXTURE TYPE SAN FRANCISCO, CA 94105 M - A 9 z 9 40 9 Q 9 0 ¢ S111, (TYP) STORE NO.: `T T !I oo _ 1 13 A-25 ® A-25 a A-25 - -,J A- " J A-33 III 1 A-25 M A_ A-36 A-36 A-36 A-36 A-36 A-36 , I A-21 STORE NAME: -29 A 29 A-29 AEM 101 EM IIII ® NL® ¢ ® ® I >1 FIXTURE TYPE FIXTURE TYPE 3 A-31 A-35/37 A-35/37 - J WASHINGTON SQUARE S105 (TYP) _ A-27 A-27 A-35/37 A-35/37 A-35/37 A-35/37 A-35/37 I I X100-R (TYP) A-29 A-29 � O �EM I I � 1 STORE LOCATION: 201 A-25 7 ° ( _ J A-33 IIII r7 A-25 ^ EM WASHINGTON SQUARE EM/NL 27 _: I� III I A- 5 M rn A-25 -� A-17 EF - ¢ �' ® A-25 ® A-36 A-36 A-25 A-36 A-25 ® M 9585 SW WASHINGTON SQUARE RD 100 �������� Q40 I A-19 PORTLAND, OREGON 97223 1 - 1- - - J A-31 A-25 NL NL -� NL ¢ A-25 EM A-21 I I A-17 SPACE H-10 EF EJ A-33 IIII A-39/41 A-39/41 A-39/41 A-39/41 A-39/41 - 2 100 _ _ A-25 IIII4 0 0 0 0 0 0 0 0 0 0 • ' ' ' FIXTURE TYPE A-29 A-29 A-29 -29 EM NL A-29 A-39/41 A-39/41 -_ - R100-EM, (TYP) f Lj Ll - A-25 \Q PROJ. I.D.: 0000052034 J IIII0 302 - A- 6 A-36 A-36 - Ate- 6 A-36 A-36 A-36� A-21 A-33 II PROTOTYPE DATE: 07/23/14 II A-31 A-31 II __ -7A-29 EM a 29 --� I—� a A-�25 A®5 Q I PROTOTYPE VERSION 4.0 �q-29 A-29i A' 29 _ —_—_ alb / • • • I,- I kla A-39/41 A-39/41 A-39/41 j A-39/41 A-39/41 A-39/41 A-39/41 200 (TYP) 33 J i I ------ A-33 A-33 d - -H A- A I A-21 r . . FIXTURE TYPE P106, 100 (TYPICAL FOR 3-WAY FIXTURE TYPE (TYP. FOR 3) E9-4 103 FIXTURE TYPE L103-EM, (TYP) MIRRORS WIRE TO 302 FIXTURE 200 201 BRANCH CIRCUIT A-33) S 110 FIXTURE TYPE T117 ON E9-4 E9-4 (TYP) FIXTURE TYPE T116 FIXTURE TYPE L103, (TYP) ON TYPE T107 TRACK, TYPE T107 TRACK (TYPICAL FOR TRACK IN FITTING (TYPICAL FOR SALES ROOM AREA) FLOOR) LIGHTING CODED NOTES NOTE: 100 EXHAUST FAN IN CEILING, SWITCHED WITH ROOM LIGHTS. 102 BYPASS BUTTON LIGHTING CONTROL SWITCH. DIP SWIITCH 203 INSTALL SHADED FIXTURES ON TWO CIRCUIT TRACK UPPER CIRCUIT, G.C. TO REFERENCE ARCHITECTURAL REFLECTED CEILING SETTINGS ARE FOR FACTORY SET FOR 2 HOURS. (CIRCUIT #2), AND NON-SHADED FIXTURES ON TWO CIRCUIT TRACK 101 OCCUPANCY SENSOR SWITCH FOR CONTROL OF ROOM LIGHTING. LOWER CIRCUIT, (CIRCUIT #1). PLAN FOR LOCATIONS OF ALL LIGHT FIXTURES AND SIGNS. OCCUPANCY SWITCH SHALL BE A WATT STOPPER PW100. SET 103 DESIGNATES EMERGENCY LIGHTING. PROVIDE SEPARATE UNSWITCHED SWITCH FOR MAXIMUM SENSITIVITY. CONTROL AND ADJUST SWITCH HOT CONDUCTOR TO EMERGENCY BALLAST IN FIXTURE. 302 PROVIDE JUNCTION AND FINAL CONNECTION TO MIRROR LIGHTS. MAKE TO MAINTAIN LIGHTS ON FOR 15 MINUTES AFTER LAST MOTION IS ALL FINAL CONNECTIONS. VERIFY EXACT LOCATION WITH GC PRIOR TO NOTE: DETECTED. SWITCH SHALL BE ADJUSTED TO OVERRIDE THE LIGHT 200 INSTALL AND WIRE LIGHT FIXTURE ON TWO CIRCUIT TRACK LOWER ROUGH-IN. REFER TO SIGNAGE DETAILS FOR FURTHER REQUIREMENTS. IN TOILET ROOMS, ALL MOTION SENSORS AND CONSULTANT INFO: LEVEL ENERGY SAVING FEATURE. DIP SWITCH SETTING OF THE CIRCUIT, (CIRCUIT #1). RECEPTACLES SHALL BE MOUNTED WITH CENTERLINE AT SWITCHES BENEATH THE COVER SHALL BE SET AS FOLLOWS: 39" TO AVOID CONFLICTS WITH BEADBOARD TRIM. 201 J-BOX, TOGGLE DISCONNECT SWITCH AND POWER FOR SIGN MOUNTED ON - DIP 2,3,6 OFa a a a NOT USED ON CAVITY SIDE OF HORIZONTAL TUBE STEEL MEMBER. MAKE ALL OFF - DIP 1,4,5,7,5 OFF FINAL CONNECTIONS. VERIFY EXACT LOCATION WITH GC PRIOR TO NOT USED - DIP 9 2 3 4 5 6 7 a 9 ROUGH-IN. COORDINATE WITH GC FOR ACCESSIBLE LOCATION. LIGHT FIXTURE SCHEDULE-ATHLETA DICKERSON ENGINEERING, INC. Professional Electrical Engineers TAG MANUFACTURER FIXTURE CATALOG NUMBER DESCRIPTION SKU# LAMP CATALOG NUMBER DESCRIPTION LOCATION BALLAST MANUFACTURER WATTS ACTUAL VOLTS REMARK 8101 NORTH MILWAUKEE AVENUE NILES, ILLIN❑IS 60714 ----- - --- — TEL (847) 966-0290 4FTT8 FLUORSECENT STRIP LIGHT DOUBLE LAMP MM2320CTCELBUNV L103 MERCURY LIGHTING MM-232-OCT-C-ELB-UNI PHILIPS:(2)F28T8/ADV835/XLL/ALTO 28W 4FTT8 FLUORSECENT LAMP BACK OF HOUSE ADVANCE REL-2P32-SC 56 120 4 PROFESSIONAL STAMP: 4'WIRE GUARD FOR MM SERIES WG-MM-232 j -- O PRo S 4FTT8 FLUORSECENT STRIP LIGHT DOUBLE LAMP AND EM BATTERY PACK 4'WIRE GUARD FOR G INF Sip L103-EM MERCURY LIGHTING MM-232-OCT-C-ELB-UNI-EMPK/132 MM SERIES MM2320CTCELBUNVEM WG-MM-232 PHILIPS:(2)F28T8/ADV835/XLL/ALTO 28W 4FTT8 FLUORSECENT LAMP BACK OF HOUSE ADVANCE REL-2P32-SC 56 120 4 ��c� �� � 14,858 11100 INTENSE IFVC632E-IC602W-PR-PRISMATIC LENS 6IN DIA RECESSED COMPACT FLUORSECENT FIXTURE IFVC632E PHILIPS:(1)PL-T 32W/30/4P/ALTO COMPACT FLUORSCENT LAMP WITH 4 PIN RESTROOM AND FITTING ROOMS INCLUDED 36 120 2 OREGON BASE 0 6IN TRIM WITH PRISMATIC LENS IC602WPR 9p Cb CO 6IN DIA RECESSED COMPACT FLUORSECENT FIXTURE WITH EM BATTERY PACK IFVC632EEM `r Z2 11100-EM INTENSE IFVC632E BATTERY OPTION-IC602W-PR- _ _..__ PHILIPS:(1)PL T 32W/30/4P/ALTO COMPACT FLUORSCENT LAMP WITH 4 PIN RESTROOM AND FITTING ROOMS INCLUDED 36 120 2 %C, '- PRISMATIC LENS 61N TRIM WITH PRISMATIC LENS IC602WPR BASE \, P106 HI LITE H-16314-93/CW8-93 14 DIA 15 WATT PENDANT MOUNTED FIXTURE WITH WHITE FINISH&WHITE CORD H1631493CW893 GE:(1)FLE15/2/G25XL G25 COMPACT FLUORESCENT GLOBE LAMP CASHWRAP N/A 15 120 2,3,5 URE WITH SCREW IN BASE -- -- --- ----- ---- --- - 12/11/2014 12/,31/2015 P107 HI LITE H-16318-93/CW8-93 18 DIA 15 WATT PENDANT MOUNTED FIXTURE WHITE FINISH&WHITECORD H1631893CW893 GE:(1)FLE15/2/G25XL G25 COMPACT FLUORESCENT GLOBE LAMP SALES FLOOR N/A 15 120 2,3,5 DATE EXPIRATION DATE WITH SCREW IN BASE - ---- -- - --- - - - - - - - - - ARCHITECT INFO: R105 FOCAL POINT FAVA-NS-1T5-1C-120-S-F-WH-4' RECESSED LINEAR FLUORESCENT WALLWASHER-4FT TBD PHILIPS:(1)F28T5/830/ALTO 4FTT5 FLUORSECENT LAMP FITTING ROOM AREA N/A 28 120 2,4 R106 FOCAL POINT FAVA-NS-1T5-1C-120-S-F-WH-3' RECESSED LINEAR FLUORESCENT WALLWASHER-3FT TBD PHILIPS:(1)F21T5/830/ALT0 3FTT5 FLUORSECENT LAMP FITTING ROOM AREA N/A 28 120 2,4 S105 LEVITON #49875 AND#MC2100 WIRE GUARD KEYLESS PORCELAIN SOCKET WITH WIRE GUARD (1)PHILIPS EL/MDT13 TWISTER CLOSET NA 13 120 5110 BARNLIGHT ELEC. BLE-G-DBW-PC(200)-G17(200) 8 DIA 15 WATT MOUNTED WALL SCONCE WHITE WITH STRAIGHTARM BLEGDBWG17 GE:(1)FLE15/2/G25XL G25 COMPACT FLUORESCENT GLOBE LAMP FITTING ROOM N/A 15 120 2 WITH SCREW IN BASE Sill Hf LITE H-EM08-93/B-1-93/15W LBL 8"DIA 15 WATT WALL WASHER WHITE WITH CURVED ARM AND ROUND EXTRUSION HE831115LBL GE:(1)FLE15/2/G25XL G25 COMPACT FLUORESCENT GLOBE LAMP STOREFRONT N/A 15 15 120 WITH SCREW IN BASE TWO CIRCUIT WHITE TRACK 2FT LT22P TWO CIRCUIT WHITE TRACK 4FT LT24P TWO CIRCUIT WHITE TRACK 6FT LT26P T107 CON-TECH LIGHTING LT28P SERIES --- — - N/A N/A SALES FLOOR N/A N/A 120 1,2 TWO CIRCUIT WIHTE TRACK 8FT LT28P TWO CIRCUIT WHITE END FEED LA210P ISSUE TYPE: TWO CIRCUIT WHITE CONNECTOR LA202P - -- - -- - -- - 100% CD CHECKSET 12/12/14 CTL603AP-12W MAX LBL PAR20 LED NFL LAMP WHITE WITH SNOOT PERMIT & BID T316 CON-TECH LIGHTING (WHITE+WHITE LED) TRACK MOUNTED UNVERSAL PAR LAMP HOLDER WITH SIDE SWIVEL WHITE CTL603AP12W SOLAIS: (1)LR20/25/30K/750/WH WITH SNOOT 2ND GEN SALES FLOOR N/A 12 120 6 - - (W - — LL APPROVAL T117 CON-TECH LIGHTING CTL603AP-12W MAX LBL TRACK MOUNTED UNVERSAL PAR LAMP HOLDER WITHSIDE SWIVEL WHITE CTL603AP12W SOLAIS: (1)LR20/40/30K/750/WH PAR20 LED FLOOD LAMP WHITE 2ND GEN FITTING ROOM AREA N/A 12 120 6 (WHITE+WHITE LED) _ REFERENCE ONLY DRAWN BY: MP X100-R PHILIPS CHLORIDE VERWEM LED EXIT SIGN DOUBLE SIDED WITH RED LETTERS INCLUDED WITH FIXTURE N/A SALES FLOOR N/A 5 120 NOT APPROVED WITH THIS PERMIT A&E JOB NO.: 14-7269 X105 CONCEALITE F5-LED45-90-SD CONCEALED EMERGENCY LIGHT F5LED459OSD INCLUDED WITH FIXTURE N/A SALES/FITTING ROOM N/A 23 120 7 SHEET TITLE: -- - -- ---- - -- -- -- - - - -- - - - - ----- LIGHTING PLAN AND REMARKS NAMING CONVENTION KEY FIXTURE SCHEDULE 1. CONTRACTOR SHALL PROVIDE ALL NECESSARY COMPONENTS TO COMPRISE A FULLY FUNCTIONING SYSTEM. N 2. FIXTURES SHALL BE LABLED FOR MAXIMUM WATTAGE TO MATCH LAMPS 3. CONTRACTOR TO PROVIDE WITH SWIVEL CANOPY AS NEEDED. 4. LINEAR FLUORESCENT FIXTURES SHALL HAVE AN INTERNAL DISCONNECTING MEANS FOR SERVICE OF THE BALLAST AS PER CODE. L:LINEAR 5. CONTRACTOR TO VERIFY STEM AND CORD LENGTH WITH DRAWINGS AND MOUNTING DETAILS. R:RECESSED SHEET NUMBER: 6. LAMPS ARE SUSCEPTABLE TO DUST.CONTRACTOR TO INSTALL LAMPS ON DAY OF TURN OVER. E:EMERGENCY/EXIT 7.LIGHT FIXTURES MUST HAVE FACTORY LABLEL THAT MATCHES WATTAGE OF THIS SCHEDULE T:TRACK SCALE: E 1 1 LIGHTING PLAN AND FIXTURE SCHEDULE 3/16" = 1'-0" SF. 1.01) 0C JH:H:\1401&& Fit 4642-1f NEW STORE EAS GENERAL NOTES 1. CONTRACTOR SHALL PROVIDE ALL CONDUIT, PULL WIRE, JUNCTION BOXES FOR EAS SYSTEM. AT H LET 2. ALL LOW VOLTAGE WIRING AND EAS EQUIPMENT TO BE INSTALLED, BY VENDOR. 100 E5-0 EAS CODED NOTES 1 GAP INC. 103105 1 HARRISON STREET CORPORATE ARCHITECTURE CD JUNCTION BOX FOR EAS EQUIPMENT. MOUNT AT 12'-0" A.F.F. ABOVE SAN FRANCISCO, CA 94105 ENTRY SOFFIT NEXT TO METAL BACKBOARD. VERIFY LOCATION WITH 1O4 0 102 201 G.C. PRIOR TO ROUGH IN. 100 O �n STORE NO.: 4642 101 EAS SLIMLINE ELECTRONICS. MOUNT EQUIPMENT TO METAL STORE NAME: BACKBOARD. VERIFY EXACT LOCATION WITH G.C. PRIOR TO ROUGH WASHINGTON SQUARE IN. — — 102 EAS LOW VOLTAGE WIRE. SALES ANCHOR EAS FIN TO DOOR AND STORE LOCATION: 103 MODEM TELEPHONE JACK. PROVIDE J—BOX ON FIRE RATED PLYWOOD _ _ EAS FIN WINDOW SYSTEM WITH SCREWS WASHINGTON SQUARE CD BOARD AND 3/4" CONDUIT WITH PULLSTRING BACK TO PHONEBOARD. AT MIN. 4 PLACES 9585 SW WASHINGTON SQUARE RD PORTLAND, OREGON 97223 104 MODEM. MOUNT EQUIPMENT TO FIRE RATED PLYWOOD BACKBOARD. SPACE # H-10 VERIFY EXACT LOCATION WITH G.C. PRIOR TO ROUGH IN. — 3/4" WIDE NOTCH AT 54" A.F.F. 105 POWER SUPPLIES. MOUNT EQUIPMENT TO METAL BACKBOARD. VERIFY BY GC FOR EAS WIRING. PAINT C�D EXACT LOCATION WITH G.C. PRIOR TO ROUGH IN. O ALLDRYEXPOSEED WIRING "TIGER PROD. I.D.: 0000052034 200 EAS FIN. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. VERIFY PROTOTYPE DATE: 07/23/14 LOCATION WITH G.C. PRIOR TO ROUGH—IN. PROTOTYPE VERSION 4.0 )\\\—CONTRACTOR TO DRILL HOLE IN DOOR JAMB AND WINDOW JAMB, RUN WIRING FOR EAS TO 201 RUN INSIDE DOOR 3/4" FLEX CONDUIT IN MULLION, JAMB, AND SOFFIT UP TO CEILING 201 FRAME THEN OVER TO BACKBOARD LOCATION. PROVIDE PULLSTRINGS FROM MULLION ACCESS HOLES TO EAS BACKBOARD. MAX TOTAL RUN 30'-0". 202 ROUTE CONDUIT ABOVE CEILING. ONCE ABOVE CEILING IT CAN BE MOVED AND CONNECTED WHERE DESIRED PER CODE AND TENANT •° EXTERIOR REQUIREMENTS. I I_I f� 203 (TYP) 203 DRILL HOLE AS REQUIRED TO CONNECT TO 1" ACCESS SLOT. COORDINATE INSTALLATION OF FLEX CONDUIT AND DRILLING REQUIRED IL I WITH G.C. PRIOR TO INSTALLATION OF DOOR(S) AND PERFORMING WORK. EAS WIRING LEGEND — — — — LOW VOLTAGE WIRE EAS EQUIPMENT CONDUIT 212 -------- CONDUIT (UNDERSLAB) E5-0 ------------ CONDUIT BURRIED IN WALL OR DOOR JAMB 6'-0" DOOR OPENING ELEVATION - SLIMLINE FIN WITH TRANSOM 202 TO SCALE DOOR JAMB DETAIL 201 TO SCALE CONSULTANT INFO: 100I- 105- 1 wi 24"X24" METAL BACKBOARD DICKERSON ENGINEERING, INC. EAS CONTROL MODULE Professional Electrical Engineers 8101 NORTH MILWAUKEE AVENUE NILES, ILLINOIS 60714 TEL (847) 966-0290 MODEM PHONE JACKPROFESSIONAL STAMP: P"O""' J-BOX I N F �O (2) PULLSTRINGS J 103 Q� ,x,858 9 y9� 101 OREGON \O 9 L A O EAS SYSTEM GENERAL NOTES S z2 . TERMINATE CONDUIT 1 . LOCATE CLARK DIETRICH METAL BACKING PLATE BACKBOARD 6" ABOVE CEILING EXTERIOR ABOVE EAS RECEPTACLE. BACKBOARD NOT TO EXCEED 15'-0" SIGNATURE FIRE RATED METALA.F.F. 12/11/2014 12/31/2015 ---_ 202 (TYP) BACKBOARD DATE EXPIRATION DATE 202 2. ACCESS PANEL TO BE WITHIN 2'-0" MAX. OF EAS BACKBOARD. EXTERIOR - e — COORDINATE EXACT LOCATION WITH G.C. PRIOR TO ROUGH—IN.9_1 'y ARCHITECT INFO: J 101 EAS SYSTEM CODED NOTES 103 100 24"X24" CLARK DIETRICH METAL BACKING PLATE BACKBOARD, 100 102 SEE ARCH DRAWINGS FOR LOCATION. 201 �� 101 J—BOX WITH CONDUIT TO PRIMARY J—BOX. 200 (TYP) 102 SLIMLIME ELECTRONICS EAS SLIMLINE FIN I ' 202 105 POWER SUPPLIES. ISSUE TYPE: I. E5-0 100% CD CHECKSET 12/12/14 REFERENCE ONLY PERMIT & BID LL APPROVAL ACCESS NOT APPROVED WITH THIS PERMIT DRAWN BY: MP PANEL A&E JOB NO.: 14-7269 EAS CONDUIT REQUIREMENTS SHEET TITLE: SYSTEM slzE EAS DETAILS EAS ANTENNA 3/4" REMOTE ALARM 1/2" (1) EAS PEDESTAL 1/2" (2) EAS PEDESTAL 3/4" SATELLITE RECEIVERS 1/2" NOTES: SHEET NUMBER: 1. CONDUIT NOT TO EXCEED DIMENSIONS. NOT TO SCALE , n NOT TO SCALE NOT TO SCALE E5 - ENTRY SECTION-SLIMLINE FIN0 212 6 - 0 DOOR OPENING - SLIMLINE FIN 20o EAS BACKBOARD DETAIL 100 SF. 1.00 CC .NJ:H:\14015.'56 FN:464250 NEW STORE CASHWRAP GENERAL NOTES 1. CASHWRAPS ARE TO BE WIRED ON SITE. 2. ELECTRICAL CONTRACTOR SHALL PROVIDE POWER, WIRING /'1 T H L E T AND FINAL CONNECTIONS. CONNECT, TEST AND REPAIR ALL DEVICES AS REQUIRED FOR A COMPLETE CODE—COMPLIANT SYSTEM. GAP INC. 3. REFER TO CONDUIT RISER DIAGRAM FOR EMPTY CONDUIT CORPORATE ARCHITECTURE SIZES. 1 HARRISON STREET 4. FINAL CONNECTIONS, HUBS AND WIRING FOR POS AND SAN FRANCISCO, CA 94105 TELEPHONE SYSTEMS ARE PROVIDED AND INSTALLED BY STORE NO.: 4642 SPENCER ENGINEERING AND LUCENT TECHNOLOGY RESPECTIVELY. STORE NAME: 5. FINAL CONNECTIONS AND WIRING FOR MUSIC SYSTEM ARE PROVIDED AND INSTALLED BY PLAY NETWORK. WASHINGTON SQUARE STORE LOCATION: CASHWRAP CODED NOTES WASHINGTON SQUARE 9585 SW WASHINGTON SQUARE RD 200 ISOLATED GROUND QUADRAPLEX RECEPTACLE FOR POS PORTLAND, OREGON 97223 EQUIPMENT POWER. PRE—INSTALLED BY CASHWRAP SPACE # H-10 MANUFACTURER. 201 CONVENIENCE DUPLEX RECEPTACLE FOR GENERAL USE POWER. PRE—INSTALLED BY CASHWRAP MANUFACTURER. PROD. I.D.: 0000052034 202 DELIVERY DOOR BUZZER AND BUZZER SYSTEM PROTOTYPE DATE: 07/23/14 TRANSFORMER. INSTALL LOW VOLTAGE WIRING TO BUZZER IN MGR'S OFFICE AND PUSHBUTTON AT DELIVERY DOOR. REFER PROTOTYPE VERSION 4.0 TO BUZZER SYSTEM DETAIL FOR ADDITIONAL REQUIREMENTS. FLOOR MOUNTED JUNCTION BOXES FOR CONDUIT STUB—UPS. 203 COORDINATE EXACT LOCATION WITH G.C. PRIOR TO ROUGH—IN. SEE ARCHITECTURAL DETAILS AND FLOOR PLAN FOR ELECTRICAL STUB—UP OPENING IN CASHWRAP. 3/4" CONDUIT WITH ONE (1) PULLWIRE TO ACCESSIBLE 204 CEILING FOR DOOR BUZZER WIRING. 205 1-1/2" CONDUIT WITH TWO (2) PULLWIRES TO NETWORK RACK. 206 SINGLE GANG BOX WITH WHITE COVERPLATE FOR TELEPHONE/DATA CONNECTION. INSTALL CONDUIT WITH (1) PULLWIRE TO POS SWIP CABINET. REFER TO CONDUIT RISER DIAGRAM. (2) DATA (POS & CREDIT TERMINAL). (2) VOICE (PHONE & CREDIT TERMINAL BACKUP). ALL LOW VOLTAGE WIRING SHALL BE INSTALLED BY OTHERS. 202 VOLUME CONTROL 207 CONTRACTOR TO CONNECT VENDOR SUPPLIED LED TO PRE—INSTALLED SWITCH AT CASHWRAP. CONNECT THE 207 PLUB/POWER CABLE TO THE DRIVER AND CONNECT DRIVER TO LED STICK. o B ® C- � 00 00 _ VAULT VAULT Y 201 (TYP) CONSULTANT INFO: IG PG �,Z, IG1 J ,1 C. _ Y4 a a 1 203 206 \_(2D(TYP) (TYP) DICKERSON ENGINEERING, INC. Professional Electrical Engineers 8101 NORTH MILWAUKEE AVENUE NILES, ILLINOIS 60714 TEL (847) 966-0290 PROFESSIONAL STAMP: ��PEp PROF", ��0 G I N NOT TO SCALE OREGON 3-TERMINAL CASHWRAP ELEVATION LAYOUT 1202 G9� 201 rf—r (TYP) SIGNATURE (TYP) 12/11/2014 12/31/2015 203 202 DATE EXPIRATION DATE ARCHITECT INFO: ill G2 -- d -- — IG1 --- A3o� 7) � A56A14 207 Ti T3 1 1 'z4j a 207 [[_ED / a o i REMOVABLE v VOLUME CONTROL PANELS 200 SWITCH FOR LED, BELOW COUNTER J—BOX ISSUE TYPE: E6-0 202 100% CD CHECKSET 12/12/14 202 E6-0 CUSTOMER PERMIT & BID EMPLOYEE o0o SIDE LL APPROVAL SIDE _ — ------- -------- -- DRAWN BY: MP A&E JOB NO.: 14-7269 SHEET TITLE: REFERENCE ONLY NOT APPROVED WITH THIS PERMIT CASHWRAP DETAILS -- -- MOUNTING LOCATION (FOR INLINE 3T REFERENCE ONLY) (2) IG CIRCUIT A-14,16 SHEET NUMBER: (1) GENERAL POWER CIRCUIT A-56 204 (1) LED POWER CIRCUIT A-33-- 13-TERMINAL CASHWRAP PLAN LAYOUT NOT TO SCALE TYPICAL CASHWRAP SECTION NOT TO SCALE E6 - 0 201 200 SF: 1.00 cc JN:H:\14015.56 FN:4642—E60 3T NEW STORE POWER RISER DIAGRAM GENERAL NOTES LEASE LINE LANDLORD TENANT'S 1. HVAC CIRCUIT BREAKERS SHALL BE "HACR" TYPE WHERE REQUIRED BY EQUIPMENT AT H L ETA SPACE NAMEPLATE PER N.E.C. 2. PROPER CLEARANCE MUST BE MAINTAINED ABOUT ELECTRICAL EQUIPMENT PER N.E.C. FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE IN ELECTRICAL ROOM/AREA PRIOR NEW NEW NEW NEW NEW NEW TO INSTALLATION OF ELECTRICAL EQUIPMENT. GAP INC. EWH-1 EWH-2 EWH-3 FPB-1 FPB-2 FPB-3 CORPORATE ARCHITECTURE - � 3. INSPECT AND TEST ALL EXISTING EQUIPMENT THAT WILL BE USED/REUSED. REPORT 1 HARRISON STREET TO G.C. REGARDING ANY REQUIRED MAINTENANCE OR REPAIR ITEMS. SAN FRANCISCO, CA 94105 6 O 7 3 4 5 4. INSTALL A MINIMUM OF 1/2" HIGH BLACK ENGRAVED LETTERING ON ALL ELECTRICAL STORE NO.: 4642 ENCLOSURE COVER PLATE, INDICATING PANELBOARD DESIGNATION, RELAY CONTACTOR, AND LIGHTING CONTACTOR WITHIN ENCLOSURE. INSIDE EACH ELECTRICAL ENCLOSURE PROVIDE A MINIMUM OF 1/2" HIGH PERMANENT PEN INDICATING EQUIPMENT STORE NAME: ,_--_--------- ------- 2 DESIGNATION. WASHINGTON SQUARE VERIFY EXACT LENGTH STORE LOCATION: ol oo CONTACTORS IN NEMA 1 WASHINGTON SQUARE9585 SW WASHINGTON SQUARE RD r-------------------- - 305 20'X20 HINGED PORTLAND, OREGON 97223 i EXISTING UTILITY METER. WALL—MOUNT N 1 C SERIES RE—LABEL SWITCH E9-3 SPACE H-10 M % M "ATHLETA". COORDINATE NEW 1A 2A ENCLOSURE # N1C20206LP ALL WORK IN LANDLORD'S PANEL LIGHTING BY HUBBELL. BACK PANEL -------------------------- I EQUIPMENT WITH TO BE N1P SERIES BACK --------------------------; LANDLORD. "A" 3A CONTACTORS PANEL # N1P2020 BY (TYPICAL) MMHUBBELL. PROJ. I.D.: 0000052034 ' ' ' ' L------------------------- PROTOTYPE DATE: 07/23/14 -------------------------- fE LIGHTING J NOTE TO ELECTRICAL CONTRACTOR PROTOTYPE VERSION 4.0 , M , M TIMECLOOCKS UPON DELIVERY THE ELECTRICAL CONTRACTOR SHALL BE ULTIMATELY r--------------------------1 RESPONSIBLE FOR THE EQUIPMENT AND ACCESSORIES, INCLUDING THEIR Ir--------------------------11 UNLOADING, STORAGE, INSTALLATION AND START UP ON THE PROJECT. � � o E-T-T-T-T-T-1 I LEGEND: --i 1_3"MINIMUM L-1-1-1_1_1 J ---------- DENOTES EXISTING WORK TO REMAIN 1------------------ ------J_ REFERENCE I i POINT DENOTES NEW WORK EXISTING 225A-3P CIRCUIT BREAKER TO REMAIN POWER RISER DIAGRAM AND NOTES 100 -V-° EQUIPMENT WIRING SCHEDULE TYPE OF NEMA DISCON. ELECTRICAL EQUIPMENT SUBMITTAL REQUIREMENTS 1.2. TIMELINES CONSULTANT INFO: SYMBOL ITEM VOLTAGE HP KVA FLA FEEDER CONN. RATING SWITCH FUSES REMARKS OPTION 1: PROCURE FROM LOEB ELECTRIC 1.2.1. UPON RECEIVING SUBMITTALS, GAP INC. WILL HAVE 5 BUSINESS DAYS TO REVIEW AND O INCOMING SERVICE 120/208V 225A 2-1/2"C.-4 #4/0 & 1 #4 GROUND 225A-3P 1 EXISTING TO REMAIN THERE ARE NO SUBMITTAL REQUIREMENTS IF ELECTRICAL RESPOND TO SUBMITTAL. IF ITEMS REQUIRE A GEAR EQUIPMENT IS PROCURED THROUGH LOEB ELECTRIC. REVISION, G.C. WILL HAVE 3 BUSINESS DAYS 3PH & 1 #4 ISOLATED GROUND MCB CONTACT LOEB ELECTRIC FOR PROCUREMENT TO RESPOND WITH CORRECTION. THIS 225A-3P INTERCEPT EXISTING CONDUIT AND EXTEND PROCEDURES. ELECTRICAL GEAR CONSISTS OF BUT IS NOT PROCESS WILL REPEAT UNTIL SUBMITTAL IS PANELA 120/208V 180.1 2-1/2"C.-4 #4/0 & 1 #4 GROUND MCB 1 TO NEW PANEL A PROVIDE NEW LIMITED TO THE FOLLOWING ITEMS LISTED BELOW: APPROVED. 3PH & 1 #4 ISOLATED GROUND CONDUIT AND WIRING AS REQUIRED ELECTRICAL PANEL (S) 2. ELECTRICAL DESIGN SUBMITTALS CONTENT DICKERSON ENGINEERING, INC. STEP—DOWN TRANSFOMER WITH GRD. LUG KIT AND Professional Electrical Engineers MOUNTING ACCESSORIES AS REQUIRED 2.1. SUBMITTALS TO INCLUDE AND BUT NOT BE LIMITED 8101 NORTH MILWAUKEE AVENUE O FPB-1 208V 8.2 3/4"C.-2#6 & 1 #10 GROUND DISC. 1 60A-2P NON-F DISCONNECT SWITCH (ES) AND GROUND LUG KIT TO, THE INFORMATION LISTED BELOW. TELNIL (847) 1966-0290NOIS 14 1PH SWITCH MANUAL MOTOR STARTER (S) MOTOR STARTER (S) 2.1.1. NUMBER OF COPIES — SUBMIT TWO COPIES PROFESSIONAL STAMP: O D PROF FPB-2 208V 10.1 3/4"C.-2 #4 & 1 #10 GROUND DISC. 1 60A-2P NON-F PHOTOCELL OF EACH SUBMITTAL CONTROL SWITCH AND COVER I N Fss, 1PH SWITCH LIGHTING RELAY (S) AND CONTACTOR (S) 2.1 .2. SUBMITTAL SHALL BE PRESENTED WITH THE FF ��9 CONTACTOR ENCLOSURE (S) FOLLOWING: COVER PAGE, INDEX AND INDEX e 14,858 9 50 FPB-3 208V 10.1 3/4"C.-2 #4 & 1 # 10 GROUND DISC. 1 60A-2P NON-F BYPASS BUTTON TABS. LIGHTING CONTROL TIMECLOCKS OREGON 1PH SWITCH MANUAL MOTOR STARTER (S) WITH HOA SWITCH 2.1.3. IF INFORMATION MUST BE SPECIALLY �9� ��co DISCON. AC TOGGEL SWITCHES PREPARED FOR SUBMITTAL BECAUSE O EWH-1,2 208V 4.2 3/4"C.-3# 10& 1 # 10 GROUND SWITCH 1 30A-2P NON-F SPECIAL ENGRAVED LABELLING STANDARD PRINTED DATA ARE NOT SUITABLE 1PH EACH EACH EACH EACH FOR USE, SUBMIT AS SHOP DRAWINGS, NOT - - _ _ AS PRODUCT DATA. DISCON. ATURE 70 EWH-3 208V 6.2 3/4"C.-3# 10 & 1 # 10 GROUND SWITCH 1 30A-2P NON-F 2.1.4. ALL EQUIPMENT SUBMITTALS SHALL PROVIDE 12/11/2014 12/31/2015 THE FOLLOWING; DATE EXPIRATION DATE 1PH EACH REMARKS: 2.1.4.1 .1. MANUFACTURER PRODUCT CUTS ARCHITECT INFO: SHEETS — IDENTIFYING GC GC OPTION 1 NO SUBMITTAL GC SELECTED PRODUCT PROCURE AWARD PROCUREMENT FROM LOEB REQUIREMENT PURCHASE OPTIONS ELECTRIC EQUIPMENT 2.1.4.1 .2. MANUFACTURER PART NUMBERS BID 2.1.4.1 .3. MANUFACTURER PRODUCT INFORMATION — OUTLINING DESCRIPTION 2.1 .5. ELECTRICAL PANEL: GENERAL ELECTRIC, (G.E.), OPTION 2 WITH NO—SUBSTITUTES ACCEPTED. PROVIDE PROCURE THE FOLLOWING INFORMATION: FROM OTHER SOURCE 2.1.5.1. G.E. MANUFACTURER BILL OF ISSUE TYPE: MATERIAL LIST, BOM. 100% CD CHECKSET 12/12/14 IF 2.1.5.2. GE BOM PANEL CUT SHEETS PERMIT & BID G.C.SUBMITS (PANEL DRAWING LAYOUT LL APPROVAL ELECTRICAL GAP INC.CPM GENERATED BY SPEEDI—WIN) GEAR REVIEWS GAP INC.CPM DRAWN BY: MP SUBMITTALS TO SUBMITTAL REJECT APPROVED EMAILS LOEB ELECTRIC CONTACT INFORMATION GAP INC.CPM 11. (WITH IN 5 OR APPROVAL A&E JOB NO.: 14-7269 APPROVED STEVE NGUYEN SHEET TITLE: (WITHIN 10 BUSINESS NOTICE BUSINESS DAYS DAYS) 915 WILLIAMS AVENUE OF BID AWARD) 1 1 1 1 REJECT COLUMBUS, OHIO 43212 POWER RISER PHONE: 877-436-5632 EXT. 4938 & SCHEDULES FAX: 614-299-6268 GC REPLIES TO EMAIL: SNGUYE@LOEBELECTRIC.COM COMPLY WITH COMMENTS (WITHIN 3 BUSINESS REFERENCE ONLY DAYS) SHEET NUMBER: NOT APPROVED WITH THIS PERMT ELECTRICAL SUBMITTAL PROCESS NOT TO SCALE E9 - 0 101 SF: 1.00 cc JN:H:\14015.56 FTI:4642—E00 NEW STORE PANELBOARD A NEMA ENCLOSURE 1 AIC RATING 42,000 PANEL TYPE AQ MOUNTING SURFACE NOTES VOLTAGE 208/120 PHASE 3 PANEL MAX AMPS 225A GAT H L E TA MAIN CIRCUIT BREAKER 225A-3P WIRE 4 OPTIONS PROVIDE WITH EQUIPMENT AND ISOLATED GROUND BUS CCT LOAD BKR BKR NEC ACTUAL PHASE ACTUAL NEC BKR BKR LOAD CCT GAP INC. NO. DESCRIPTION SIZE OPT KVA KVA KVA KVA OPT SIZE DESCRIPTION NO. 1 FPB-1 50/2 4.083 4.083 A 5.062 5.062 60/2 FPB-2 2 CORPORATE ARCHITECTURE 3 4.083 4.083 B 5.062 5.062 4 1 HARRISON STREET 5 FPB-3 60/2 5.062 5.062 C 2.080 2.080 20/2 EWH-1 6 SAN FRANCISCO, CA 94105 7 5.062 5.062 A 2.080 2.080 8 STORE NO.: /� /) 9 EWH-2 20/2 2.080 2.080 B 3.120 3.120 30/2 EWH-3 10 `j- `�- 11 2.080 2.080 C 3.120 3.120 12 STORE NAME: 13 RECEPT-STOREFRONT 20/1 0.301 0.360 A 0.720 0.602 20/1 RECEPT-CASHWRAP IG1 14 15 LTG. 3-SHOW WINDOW RECEPT. 20/1 0.675 0.540 B 0.720 0.602 20/1 RECEPT-CASHWRAP IG2 16 WASHINGTON SQUARE 17 LTG. 3-SHOW WINDOW TRACK 20/1 0.420 0.336 C 0.360 0.301 20/1 RECEPT.-MANAGER'S DESK IG3 18 19 LTG.3-SIGNAGE 20/1 1.000 0.800 A 0.360 0.301 20/1 RECEPT.-MANAGER'S DESK IG4 20 STORE LOCATION: 21 LTG.3-STOREFRONT 20/1 0.502 0.600 B 0.360 0.301 20/1 RECEPT.-MANAGER'S CCTV IG5 22 WASHINGTON SQUARE 23 DISPOSER 20/1 LO 0.836 1.000 C 0.360 0.301 20/1 RECEPT. -MANAGER'S CCTV IG6 24 9585 SW WASHINGTON SQUARE RD 25_ LTG -EM/NL/EXIT 20/1 LO_ _0.4_91 0.393 A 0.360 0.301 20/1 RECEPT. -TELEPHONE BRDI(G1) _ 26 PORTLAND, OREGON 97223 27 LTG -RESTROOM /EM LTG 20/1 0.356 0.285 B 0.360 0.301 20/1 RECEPT. -TELEPHONE BIRD (IG2) 28 SPACE # H-10 29 LTG.2-NONSALES FLUOR. 20/1 LO 1.190 0.952 C 0.360 0.301 20/1 RECEPT. -TELEPHONE BIRD (IG3) 30 31 LTG. 2-FR PENDANT 20/1 LO 0.411 . 0.329 A 0.360 0.301 20/1 RECEPT. EWC 32 33 LTG. 1-FR MIRROR/CW LED 20/1 0.431 0.345 B 0.600 0.502 20/1 RECEPT.-REFRIGERATOR 34 35__ ___ LTG. 1 -SALES TRACK- _ 20/1 HT -0.960--.- 0.768 C 0.285 0.356 20/1 LTG. 2-SALES PENDANTS 36 PROJ. I.D.: 0000052034 37 LTG. 2-SALES TRACK 20/1 0.960 0.768 A 1.200 1.004 20/1 RECEPT.-MICROWAVE 38 39 LTG. 1 -SALES TRACK 20/1 HT 1.095 0.876 B 0.360 0.301 20/1 RECEPT. -MANAGER'S DESK GEN 40 PROTOTYPE DATE: 07/23/14 41 LTG. 2 -SALES TRACK 20/1 1.095 0.876 C _0.180 0.151 LO 20/1 DOOR PANIC HARDWARE 42 PROTOTYPE VERSION 4.0 43 FR POS RECEPT 20/1 LO 0.301 0.360 A 0.180 0.151 LO 20/1 LIGHTING CONTACTORS 44 45 RECPT. -STEAMER 20/1 1.004 1.200 B 0.180 0.151 20/1 EMPLOYEE TIMECLOCK 46 47 RECEPT-RESTROOM 20/1 0.301 0.360 C 0.180 0.151 20/1 RECEPT-DEDICATED CCTV 48 49 EAS SYSTEM 20/1 LO 0.151 0.180 A 0.180 0.151 20/1 RECEPT-FIRE ALARM PANEL 50 51 RECEPT-DEDICATED TELE BIRD 20/1 0.452 0.540 B 0.540 0.452 20/1 KIOSK RECEPT. 52 53 RECEPT-SALES AREA 20/1 0.301 0.360 C 0.540 0.452 20/1 STEREO SYSTEM 54 55 RECEPT-FR/STOCK 20/1 0.301 0.360 A 0.540 0.452 20/1 RECEPT.-CASHWRAP GEN 56 57 SPARE 20/1 1 0.000 0.000 B 0.540 0.452 20/1 SOUND SYSTEM 58 59 SPARE 20/1 0.000 0.000 C 0.000 0.000 20/1 SPARE 60 61SPARE 20/1 0.000 0.000 A 0.000 0.000 20/1 SPARE 62 63 SPARE 20/1 0.000 0.000 B 0.000 0.000 20/1 SPARE 64 65 SPARE 20/1 0.000 0.000 C 0.000 0.000 20/1 SPARE 66 67 SPARE 20/1 0.000 0.000 A 0.000 0.000 20/1 SPARE 68 69 SPARE 20/1 0.000 0.000 B 0.000 0.000 20/1 SPARE 70 71 SPARE 20/1 0.000 0.000 C 0.000 0.000 20/1 SPARE 72 ACTUAL CONNECTED N.E.C. CONNECTED 23.737 KVA PHASE A 23.466 KVA 22.391 KVA PHASE B 21.921 KVA 19.259 KVA PHASE C 19.458 KVA 180 AMPS 65.387 KVA TOTAL 64.845 KVA CONSULTANT INFO: ELECTRICAL EQUIPMENT BILL OF MATERIAL INFO j CONTACT STEVE NGUYEN AT LOEB ELECTRIC (614) 358 4938 t DICKERSON ENGINEERING, INC. ELECTRICAL LOAD SUMMARY - 120/208V SYSTEM Professional Electrical Engineers 8101 NORTH MILWAUKEE AVENUE NILES, ILLIN❑IS 60714 ACTUAL ACTUAL NEC NEC TEL (847) 966-0290 LOAD CONNECTED DEMAND DEMAND CONNECTED DEMAND DEMAND PROFESSIONAL STAMP: DESCRIPTION KVA FACTOR KVA KVA FACTOR KVA TRACK LIGHTING " *** 4.452 125% 5.6 4.452 (4)20A-1P CIRCUITS 9.600 \S,��PPROP LIGHTING 3.029 125% 3.8 3.029 125% 3.786 Qk�' F,� F 9 0 SHOW WINDOW LIGHTING '** 0.876 125% 1.1 50 FEET 200 W/FT*'* 2.800 14,a58 SIGNAGE 1.600 125% 2.0 1.600 125% 2.000 OREGON RECEPTACLES 13.180 1ST 10KVA @ 100% 11.6 13.180 1ST 10KVA @ 100% 11.590 '' � 0 REMAINING @ 50% REMAINING @ 50% s` z 2 MOTORS 0.000 100% + 25% OF 0.000 100% +25% OF LARGEST MOTOR** LARGEST MOTOR** AIR CONDITIONING * 0.000 100% +25% OF 0.000 0.000 100% 0.000 LARGEST MOTOR** SIGN URE ELECTRIC HEAT* 28.180 100% 28.2 28.180 100% 28.180 12/11/2014 12/31/2015 DATE EXPIRATION DATE WATER HEATER 14.560 100% 14.6 14.560 100% 14.560 ARCHITECT INFO: 65.0 TOTAL KVA 65.7 TOTAL KVA 72.516 NOTES: * USE GREATER LOAD OF THE TWO CATEGORIES ( NON-CONTINUOUS LOAD) ** 125% OF THE LARGEST MOTOR OF COMPRESSOR IN SYSTEM (APPLIED ONLY ON ONE UNIT) *** ACTUAL SHOW WINDOW LIGHTING IS INCLUDED IN TRACK LIGHTING AND LIGHTING SECTIONS **** 200VA/FT REQUIREMENT MINUS ACTUAL INSTALLED SHOW WINDOW LIGHTING ***`* DEMAND TAKEN PER 2011 NEC 220.43(B) N.E.C. DEMAND WATTAGE SYSTEM VOLTAGE x 1.732 = MINIMUM FEEDER AMPERAGE ELECTRICAL SERVICE ISSUE TYPE: 72.52 KVA @ 120/208V-3P-4W 208 x 1.732 201 AMPS 225 AMPS PER CD CHECKSET 1212/14 PERMIT & BID LL APPROVAL REFERENCE ONLY DRAWN BY: MP NOT APPROVED WITH THIS PERMIT A&E JOB NO.: 14-7269 SHEET TITLE: PANEL SCHEDULE LEGEND PANEL SCHEDULES BREAKER OPTIONS LO HANDLE LOCK-ON DEVICE LF HANDLE LOCK-OFF DEVICE PA HANDLE PADLOCK DEVICE ST SHUNT TRIP BREAKER AS POWER LINK AS BREAKER SHEET NUMBER: GFCI GROUND FAULT CIRCUIT INTERRUPTER BREAKER HACR HEATING,A/C,& REFRIGERATION RATED BREAKER AUX AUXILIARY CONTACTS E 9 1 HT HANDLE TIE v SR 1.00 CC J1:H:\1401'5.58 Fit 4642-91 NEW STORE LLIGHTING CONTROL CODED NOTES 120VAC DEDICATED CIRCUIT WITH LOCK—ON CIRCUIT BREAKER REFER TO SHEET E1 -0 FOR CIRCUIT NUMBER AND LOCATION OF301 TORK MODEL #EW120BC, 7 DAY DIGITAL TIME CLOCK WITH SKIP—A—DAY GhATH L ETA DEVICES FEATURE IN A NEMA 1 ENCLOSURE, WITH ONE N.O. 20 AMP AND ONE LABEL ALL STORE LIGHTS EXTERNAL 103 N.C. 10 AMP RATED CONTACTS. TIMECLOCK" WITH 1/8" HIGH CONTACTOR BLACK ENGRAVED LETTERING SET 301 (TYP) E9-4 302 TORK MODEL #2001 PHOTOCELL, 120VAC RATED N.C. CONTACT. INSTALL SCHEDULE FOR 10AM TO 9PM TC PHOTOCELL FACING NORTH AND AWAY FROM ANY LIGHTING SOURCE. GAP INC. 303 BYPASS BUTTON, SET AT 2 HOURS. TORK MODEL #SS403 CORPORATE ARCHITECTURE 1 HARRISON STREET ALL STORE LIGHTS 3 No—� (SCENE 1) 304 RELAYS (WITH 2 N.O. AND 2 N.C.) CONTACTS, G.E. MODEL #MCRA022ATJ. SAN FRANCISCO, CA 94105 LOCATE LOCATE CONTROL RELAYS IN CONTACTOR ENCLOSURE. STORE NO.: /� 6 /� 2 ENCLOSURE YS IN LABEL "EMPLOYEE LIGHTS I N C. 1A `� `�- LABEL WHEN TIMECLOCK" WITH 1/8" HIGH —� SEQUENCE OF OPERATION STORE NAME: LOCATION (TYP) APPLICABLE BLACK ENGRAVED LETTERING SET 1 301 N.C. WASHINGTON SQUARE F-1 SCHEDULE FOR 8AM TO 11 PM D-0--EE SCENE 1 — ALL STORE LIGHTS TIMECLOCK N•0. LIGHTS ON (10AM-9PM ADJUSTABLE): TIMECLOCK NORMALLY CLOSED CONTACT STORE LOCATION: EMPLOYEE LIGHTS 3 �L�I OPENS AND DE—ENERGIZES SCENE 1 CONTACTOR(S). CONTACTOR(S) NORMALLY WASHINGTON SQUARE I F-1 N.C. CLOSED CONTACTS CLOSE AND ENERGIZE LIGHTS. 9585 SW WASHINGTON SQUARE RD O BLACK 4 PORTLAND, OREGON 97223 RED LIGHTS OFF (9PM-10AM ADJUSTABLE): TIMECLOCK NORMALLY CLOSED CONTACT # SPACE H-10 N.O. 303 CLOSES AND ENERGIZES SCENE 1 CONTACTOR(S). CONTACTOR(S) NORMALLY LABEL LOCATION (TYP) BYPASS BUTTON, SEE SHEET E2-0 CLOSED CONTACTS OPEN AND DE—ENERGIZE LIGHTS. 1/2" HIGH ENGRAVED OR PERMANENT PEN (TYP)1" HIGH BLACK FOR LOCATION GREEN "120V SCENE 2 — EMPLOYEE LIGHTS TIMECLOCK LETTERING (TYP) LIGHTING CONTACTOR GROUND" N.O. N.C. N.C. N.O. PROJ. I.D.: 0000052034 COVER PLATE INSIDE ENCLOSURE TAPE OFF GREEN/YELLOW "277V R1 CONTROL RELAY (TYP) O (SCENE 2) LIGHTS ON (8AM-1 1 PM ADJUSTABLE): TIMECLOCK NORMALLY CLOSED CONTACT 304 HINGED DOOOR GROUND" J 2A OPENS AND DE—ENERGIZES SCENE 2 CONTACTOR(S). CONTACTOR(S) NORMALLY PROTOTYPE DATE: 07/23/14 �:14 N.C. BP-1 CLOSED CONTACTS CLOSE AND ENERGIZE LIGHTS. PROTOTYPE VERSION 4.0 LIGHTS OFF (1 1 PM-8AM ADJUSTABLE): TIMECLOCK NORMALLY CLOSED CONTACT CLOSES AND ENERGIZES SCENE 2 CONTACTOR(S). CONTACTOR(S) NORMALLY CLOSED CONTACTS OPEN AND DE—ENERGIZE LIGHTS. NOT TO SCALE BYPASS BUTTON FOR SCENE 2 LIGHTING CONTACTOR ENCLOSURE LABELING 305 BYPASS BUTTON ENABLED: BYPASS BUTTON CLOSES AND ENERGIZES BYPASS RELAY R-1. RELAY R-1 NORMALLY CLOSED CONTACT OPENS AND DE—ENERGIZES SCENE 2 CONTACTORS. CONTACTOR(S) NORMALLY CLOSED LABEL "SPECIALTY LIGHTS CONTACTS CLOSES AND ENERGIZES LIGHTS. TIMECLOCK" WITH 1/8" HIGH 301 SCENE 3 — SPECIALTY LIGHTS TIMECLOCK BLACK ENGRAVED LETTERING SET - SCHEDULE FOR 8AM TO 11 PM 1 TC 2 LIGHTS ON (8AM-1 1 PM ADJUSTABLE): TIMECLOCK NORMALLY CLOSED CONTACT N.O. OPENS AND DE—ENERGIZES SCENE 3 CONTACTOR(S). CONTACTOR(S) NORMALLY SPECIALTY LIGHTS 3 N.C. CLOSED CONTACTS CLOSE AND ENERGIZE LIGHTS. N.C. � 4 3A (� (SCENE 3) LIGHTS OFF 1 1 PM— ) 8AM ADJUSTABLE): TIMECLOCK NORMALLY CLOSED CONTACT CLOSES AND ENERGIZES SCENE 3 CONTACTOR(S). CONTACTOR(S) NORMALLY N.C. CLOSED CONTACTS OPEN AND DE—ENERGIZE LIGHTS. CONSULTANT INFO: IIM DICKERSON ENGINEERING, INC. Professional Electrical Engineers 8101 NORTH MILWAUKEE AVENUE NILES, ILLINOIS 60714 TEL (847) 966-0290 PROFESSIONAL STAMP: ,SPED PROFESS I N E 9�o � y9 14,858 l OREGON � o Z LIGHTING CONTROL DIAGRAM NOT TO SCALE ` zz .9PM 300 s < � i CONTACTORS BILL OF MATERIALS 1 Lighting Contactors(10MB) 1 Lighting Contactors(10MB) NATURE 1A 3A 12/11/2014 1 231 201 5 463L20AJA 463L20AJA DATE EXPIRATION DATE EL HLD LGT 2ND 120V COIL EL HLD LGT 2ND 120V COIL ARCHITECT INFO: 2 Lighting Contactors(10MB) 2 Lighting Contactors(10MB) 1A 3A 460XP32 460XP32 POWER BLOCK 2 POLE POWER BLOCK 2 POLE 1 Lighting Contactors(10M6) CONTACTOR SCHEDULE 2A EXTERNAL INTERNAL CONTACT 463L20AJA CONTACTOR CONTACTOR SCENE MANUFACTURER TYPE COIL CONTACT AMPERE NO. OF POLES NEMA TYPE CIRCUITS EL HLD LGT 2ND 120V COIL LABEL PANEL LABEL MODEL VOLTAGE VOLTAGE RATING N.O. N.C. ENCLOSURE CONTROLLED 3 Lighting Contactors(10MB) 1A 1 GENERAL ELECTRIC ELEC ENERGIZED 120 120 30 6 NEMAII A-33,35,39 ISSUE TYPE: 2A ALL STORE LIGHTS CR463L20-AJA ELEC HELD 100% CD CHECKSET 12/12/14 460XP32 PERMIT & BID POWER BLOCK 2 POLE 2A 2 GENERAL ELECTRIC ELEC ENERGIZED 120 120 30 8 NEMA 1 A-29,31,36,37,41 LL APPROVAL EMPLOYEE LIGHTS CR463L20-AJA ELEC HELD DRAWN BY: MP 3A 3 GENERAL ELECTRIC ELEC ENERGIZED 120 120 30 6 NEMA 1 A-15,17,19,21 A&E JOB NO.: 14-7269 SPECIALTY LIGHTS CR463L20-AJA ELEC HELD SHEET TITLE: LIGHTING CONTROL DETAILS REFERENCE ONLY NOT APPROVED WITH THIS PERMIT SHEET NUMBER: - CONTACTOR SCHEDULE NOT TO SCALE E9 - 3 SF: 1.00 cc JN:H:\14015.56 FN:4642-93 NEW STORE AT H LETA STORE FRONT (2) 3/4" (ADT) 3/4" VOLUME CONTROL (AT MANGER'S ADT DEVICES DESK) WIRELESS ACCESS GAP INC. POINT (FITTING CORPORATE ARCHITECTURE ROOM) MANAGER'S 1 HARRISON STREET WIRELESS ACCESS 3/4" (DATA) OFFICE SAN FRANCISCO, CA 94105 POINT (ABOVE 3/4" (DATA) TELECOM (2) 3/4" WIRELESS ACCESS CASHWRAP) BACKBOARD POS STORE NO.: 4642 1`-f- 6 /1�j- 2 POINT (ABOVE (ADT BACP) 3/4" (POS)_ TRAFFIC STORE NAME: STOCK ROOM) (NETWORK RACK) COUNTER DATA ACROSS (MUSIC)3/4" (POS) SPENCER/AVAYA) WASHINGTON SQUARE FROM SERVICE COUNTER (PHONE) 1-1/2" (POS) CASHWRAPS STORE LOCATION: WASHINGTON SQUARE 9585 SW WASHINGTON SQUARE RD 3/4" VOLUME CONTROL PORTLAND, OREGON 97223 AT CASHWRAP SPACE # H-10 DATA BELOW 3/4" (POS) COUNTER FT RM ENTRY w DATA BELOW 3/4" (POS) PROD. I.D.: 0000052034 COUNTER DATA BELOW3/4" (POS) FT RM PROCESSING PROTOTYPE DATE: VERSION074.0 /14 COUNTER FT RM PROCESSING DATA BELOW COUNTER 3/4" (POS) EAS BACKBOARD SALES ADJACENT TO CASHWRAP DATA KIOSK CONDUIT RISER DIAGRAM NOT TO SCALE 203 /,—PLASTIC - N p CEILING � P SHIM ON/OFF P z CIRCUIT #2 SWITCH WAP H CIRCUIT #1 o0 / 1 POLARITY BEAD O TWO CIRCUIT TRACK TRACK LATCH INSTALL END FEED (TYP) STEP-1 STEP-2 STEP-3 CONSULTANT INFO: ARROW POINTING TO THE POLARITY P2 P1 LINE ON TWO ; CIRCUIT TRACK INSTALLATION INSTRUCTIONS wi STEP-1 IDENTIFY THE "POSITIVE" CONNECTION ON LIGHTING FIXTURE BASE MARKED "P". END FEED CONNECTION DICKERSON ENGINEERING, INC. STEP-2 TO ACCESS THE UPPER CIRCUIT, (CIRCUIT #2), PULL UP THE Professional Electrical Engineers CONNECTOR MARKED "P" WITH ELECTRICIANS PLIERS UNTIL IT IS 8101 NORTH MILWAUKEE AVENUE FIRMLY IN UPPER POSITION. SEE DIAGRAM ABOVE. NILES, ILLINOIS 60714 TEL (847) 966-0290 KEY CODE STEP-3 SLIDE THE PLASTIC SHIM (SUPPLIED WITH TRACK) BENEATH THE PROFESSIONAL STAMP: CONNECTOR TO LOCK THE TAB IN PLACE. N NEUTRAL CONNECTION 9��PS,DPROFESS STEP-4 TO ACCESS THE LOWER CIRCUIT, (CIRCUIT #1), LEAVE CONNECTOR �� �G I N FE P1 CIRCUIT #1 POSITIVE CONNECTION MARKED "P" IN THE ORIGINAL POSITION. e� ` i48S8 9 v� P2 CIRCUIT #2 POSITIVE CONNECTION STEP-5 INSTALL FIXTURE HEAD IN TRACK WITH TRACK LATCH ARROWS POINTING OREGON (NIGHT LIGHT CIRCUIT CONNECTION) CIRCUIT #2 CIRCUIT #1 TO THE POLARITY LINE ON TWO CIRCUIT TRACK 1 z z 9cC0 TWO CIRCUIT TRACK END FEED CONNECTION NOT TO SCALE TWO CIRCUIT TRACK INSTALLATION INSTRUCTIONS NOT TO SCALE 201 SIGNATURE 200 12/11/2014 12/31/2015 DATE EXPIRATION DATE TO SWITCHED AC BLUE ARCHITECT INFO: CIRCUIT (CONTACTOR BLUE MANUAL SWITCH, MOTION SENSOR, ETC...) YELLOW A.C. BALLAST POWER POLE DESCRIPTION RED POWER POLE SET THE GE CR460 SERIES CONTACTOR ARE CONFIGURED TO SUPPORT UP TO IN N.O. POSITION 4-,, LE o TWELVE NORMALLY OPEN, "N.O.", POLES, WITH A MAXIMUM OF EIGHT z 0 0 Q Q Q CLIP NORMALLY CLOSED, "N.C.", POLES. POSITIONS 1 TO 4 ON BASE CAN 000 O O O BE CONFIGURED AS EITHER N.O. OR N.C. WHILE POSITIONS "5" AND "6" CAN BE CONFIGURED AS N.O. ONLY. foo O O O Z LAMP N.O. 100 O O O Z INSTALLATION INSTRUCTIONS z 0 O5 INDICATOR LAMP BATTERY PLUG ISSUE TYPE: POWER POLE SET IN STEP-1 100% CD CHECKSET 12/12/14 / CLIP Z N.C. POSITION LOCATE THE RELEASE CLIP AT ONE END OF THE POWER POLE. (SEE RED RED PERMIT & BID D6 FIGURE 2) BROWN RED LL APPROVAL AVAILABLE SPACE FOR 2 BROWN FLUORESCENT POWER YELLOW STEP-2 INSTALL POLE BY SLIDING FOOT INTO SLOT; PULL THE CLIP, ANDMORE POWER POLES IN TO UNSWITCHED WHITE PACK YELLOW DRAWN BY: MP AG N.O. POSITION POSITION POLE ONTO CONTACTOR BASE. RELEASE THE CLIP FOR AC CIRCUIT. USE BLACK BLUE / INSTALLATION. PROPER TAP. ORANGE BLUE A&E JOB NO.: 14-7269 STEP-3 CAP UNUSED WIRE \ / CHECK FOR THE LETTERING ON THE BASE. N.O. SHOULD BE VISIBLE IF SHEET TITLE: O O POWER POLE IS ASSEMBLED AS NORMALLY OPEN. N.C. SHOULD BE LIGHT FIXTURE DETAILS FIGURE 2 Al A2 VISIBLE IF POWER POLE IS ASSEMBLED AS NORMALLY CLOSED. (SEE FIGURE 1) NOTE: CONNECT EMERGENCY PACK TO THE HOT WIRE OF THE CONTACTOR BASE STEP-4 IF INSTALLED IN WRONG POSITION, REMOVE POWER POLE BY PULLING CIRCUIT AHEAD OF LIGHT SWITCH OR CONTACTOR. FIGURE 1 CLIP. ROTATE POWER POLE 180 DEGREES TO CONVERT TO N.O. OR N.C. POSITION. REFERENCE ONLY NOT APPROVED WITH THIS PERMIT SHEET NUMBER: NOT TO SCALE EMERGENCY WIRING LIGHTING DIAGRAM NOT TO SCALE E9 - 4 LIGHTING CONTACTOR DETAIL 103 100 MANAGER'S OFFICE GENERAL NOTES MANAGER'S DESK CODED NOTES NEW STORE 1. REFER TO CONDUIT RISER DIAGRAM FOR EMPTY CONDUIT SIZES. 100 4—PLEX DATA JACK. INSTALL 4-11/16" SQ X 2-1/8" DEEP BOX WITHSINGLE GANG 1/2" PLASTER RING COVER. EXTEND CONDUIT FROM BOX TO NETWORK RACK. (BATH L 2. FINAL CONNECTIONS, HUBS AND WIRING FOR POS AND TELEPHONE SYSTEMS ARE PROVIDED AND INSTALLED BY SPENCER ENGINEERING 101 ACCESS POINT, DOWN THROUGH (2) SINGLE GANG, 2-1/8" DEEP BOXES WITH PLASTER RING AND LUCENT TECHNOLOGY RESPECTIVELY. COVERS. EXTEND 3/4" CONDUIT FROM EACH BOX TO NETWORK RACK. 3. FINAL CONNECTIONS AND WIRING FOR MUSIC SYSTEM ARE PROVIDED 103 ISOLATED GROUND QUADRAPLEX RECEPTACLE FOR NETWORK RACK. INSTALL IN 4" SQ X GAP INC. AND INSTALLED BY PLAY NETWORK. 2-1/8" DEEP BOX WITH TWO GANG 1/2" PLASTER RING COVER. LABEL "POS ONLY" AND CIRCUIT AS INDICATED ON POWER PLAN AND PANEL SCHEDULE. CORPORATE ARCHITECTURE 120V CASHWRAP CIRCUIT 1 HARRISON STREET 104 CONVENIENCE QUADRAPLEX RECEPTACLE FOR GENERAL USE POWER. INSTALL IN 4" SQ X CLASS II LOW SAN FRANCISCO, CA 94105 2-1/8" DEEP BOX WITH TWO GANG 1/2" PLASTER RING COVER. LABEL "CONVENIENCE" AND VOLTAGE WIRING, /J6 `/� 2 CIRCUIT AS INDICATED ON POWER PLAN AND PANEL SCHEDULE. t STORE NO.: `T (- 105 16AWG MINIMUM TRANSFORMER 105 CARLON BUZZER UNIT ON WALL. FIELD—INSTALLED (TYP) STORE NAME: 106 106 2'x2' CCTV BACKBOARD. DELIVERY DOOR 10V BUZZER IN WASHINGTON SQUARE PUSHBUTTON. CASHWRAP ISOLATED GROUND RECEPTACLES FOR CCTV EQUIPMENT. INSTALL IN 4" SQ X 2-1/8" DEEP LABEL STORE LOCATION: 200 BOX WITH TWO GANG 1/2" PLASTER RING COVER. LABEL "CCTV" AND CIRCUIT AS INDICATED "ATHLETA" 201 I ON POWER PLAN AND PANEL SCHEDULE. FIELD—INSTALLEDy WASHINGTON SQUARE 110 9585 SW WASHINGTON SQUARE RD 0I I A-48 — - m® 108 12" X 12" X 6" J-BOX TO RECEIVE CONDUIT FROM SURVEILLANCE CAMERAS. BR2 PORTLAND, OREGON 97223 ® I I 108 1 pg (1) 2" CONDUIT LINE RUN TO A RECESSED J—BOX 6"X6"X4"D. LOCATED ABOVE WORK BUZZER AT MANAGER'S SPACE # H-10 A-58 I SURFACE (38" A.F.F.). PROVIDE (1) PULLWIRE BETWEEN J—BOXES. WORKSTATION BR1 101 I I 109 FIELD-INSTALLED cis _ i R_IG5 110 RECEPTACLE FOR CAMERA EQUIPMENT ABOVE MANAGERS ROOM. LOCATE 4"X4"X2-1/8" DEEP I A X22 ®® ! O BOX WITH 1/2" PLASTER RING COVER ABOVE OR JUST OUTSIDE THE MANAGERS ROOM UP IN PROJ. I.D.: OOOOOS2O34 BUZZER SYSTEM NOTES: A X24 ®® I STOCK ROOM AREA AROUND 12' AFF. LABEL "CCTV" AND CIRCUIT TO SINGLE DEDICATED DOOR BUZZER SYSTEM COMPONENTS SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR. ELECTRICAL 1_ ®® N _—� 107 CIRCUIT AS INDICATED ON POWER PLAN AND PANEL SCHEDULE. CONTRACTOR SHALL INSTALL A TRANSFORMER AND ONE BUZZER IN THE CASHWRAP, A BUZZER IN MANAGER'S OFFICE PROTOTYPE DATE: 07/23/14 _ G6LiNTELLE I AND A PUSHBUTTON OUTSIDE THE DELIVERY DOOR. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL PROTOTYPE VERSION 4.0 200 DUPLEX RECEPTACLE FOR STEREO SYSTEM EQUIPMENT. LABEL RECEPTACLE AS "STEREO", AND NECESSARY JUNCTION BOXES, CONDUIT AND WIRE FOR A COMPLETE AND FULLY OPERATIONAL DELIVERY DOOR BUZZER - CIRCUIT AS INDICATED ON POWER PLAN AND PANEL SCHEDULE. SYSTEM. INSTALL COMPLETE SYSTEM IN CONDUIT IF REQUIRED BY CODE. ®® I �' 201 INSTALL 4" SQ. X 2-1/8" DEEP BOX FOR STEREO SYSTEM WIRE WITH 1 " CONDUIT AND A. BUZZERS (2) CARLON DH-920 (8-16 VOLT): o mm mm IBJ II PULLWIRE STUBBED UP TO ACCESSIBLE CEILING. VERIFY EXACT LOCATION WITH G.C. PRIOR TO LOCATE FIRST BUZZER UNDER SWITCH PLATE AT +7'-0" A.F.F. IN STOCK ROOM AREA ABOVE MANAGER'S IG3 ( I ROUGH—IN. WORKSTATION, OR AS DIRECTED BY GAP'S REPRESENTATIVE (PAINT PLATE TO MATCH WALL COLOR). SECOND BUZZER A-18 I _ Al AND TRANSFORMER SHALL BE INSTALLED IN THE CASHWRAP AND WIRED BY THE G.C.. 104 IG4 103 100 B. PUSHBUTTON (1): CARLON DH-1201L, OR EQUAL. LOCATE PUSHBUTTON OUTSIDE DELIVERY DOOR. +48" A.F.F. A-40 A-20 C. TRANSFORMER (1) CARLON DH-905, INSTALLED IN THE CASHWRAP AND WIRED BY THE G.C. ELEVATION MANAGERS DESK ELEVATIONS NOT TO SCALE DOOR BUZZER DETAIL INOT TO SCALE 200 1203 2" CONDUIT WITH PULLWIRE TO TELEPHONE UTILITY SERVICE. 60" - COORDINATE WITH LANDLORD AND/OR UTILITY CO. 203 200 24" » CONSULTANT INFO: 30 -- 30" - BUSHINGS ON 205 Mmi ALL CONDUITS t j SPACE FOR 15" LOCAL EXCHANGE 201 35-11NETWORK CARRIER ����GOP�O DICKERSON N RACK �PG�B PProffessio aElectrical EleriENGINEERING, alEng Retie, INC . AUKEE SPENCER/AVAYA 1 NILLES SIL INOIISW60714 AVENUE TH 6)? 66 BLOCK 13" 205 EQUIP TEL (847) 966-0290 PROFESSIONAL STAMP: 208 ��PED PN 19 G N ' 41 F s�o -- 23 204 ISOMETRIC Q� 41 14858 SPACE FOR AVAYA (TYP) OREGON EQUIP 9� 9° co 96" �s Cz2p1c`�``�- TELEPHONE SYSTEM DETAIL NOTES : 200 3/4" THICK PLYWOOD TELEPHONE BOARD. SIZE AS sicNAruPE SPACE FOR 202 84 MINIMUM 6 VARIOUS PLAY INDICATED. 12/11/2014 12/31/2015 NETWORK DATE EXPIRATION DATE SYSTEMS 201 PHONE SYSTEM GROUND. DEDICATED ISOLATED #12 AWG ARCHITECT INFO: SOLID COPPER GROUNDING WIRE OF LENGTH NOT TO EXCEED IG1 35 FEET TO A "GE POWERMARK GOLD" EQUIPMENT GROUND 48 BUS BAR CATALOG NUMBER TGK12 OR EQUAL. IF WIRE A26 ADT 21 O O EXCEEDS 35 FEET, PROVIDE #10 AWG SOLID COPPER 202 _—Ae's IG3 GROUNDING WIRE WITH REDUCING CLIP AT BUS BAR. PD8 A28 A30 202 DEDICATED QUADRAPLEX RECEPTACLE CIRCUITED WITH AN PLAY NETWORK ISOLATED GROUND. REFER TO POWER PLAN FOR CIRCUIT 205 21" RACK 205 34 A.F.F. NUMBER. DUPLEX IG2 20„ O RECEPTACLE 21"X21"X19" DEDICATED 6» 203 CONDUIT WITH PULL WIRE. REFER TO CONDUIT RISER 10 DIAGRAM FOR QUANTITIES AND SIZES. TERMINATE CONDUIT CIRCUIT 6" 24" - �- I NO LOWER THAN 119" A.F.F. TO ALLOW PROPER MOUNTING A51 24 A.F.F. HEIGHT OF NETWORK RACK. ISSUE TYPE: 100% CD CHECKSET 12/12/14 204 IDENTIFY BOUNDARY LINES AND SPACE USE WITH PAINT OR PERMIT & BID PERMANENT MARKER AS INDICATED. LL APPROVAL A54 205 1/2" THREADED GALVANIZED STEEL PIPE CONNECTED TO DRAWN BY: MP DUPLEX RECEPTACLE FLOOR AND WALL MOUNTED ESCUTCHEONS. SEE ISOMETRIC. A&E JOB NO.: 14-7269 206 207 206 4" X 4" X 1/2" JUNCTION BOX FOR PLAY NETWORK MUSIC p p p o p o p SYSTEM. SHEET TITLE: ELECTRICAL DETAILS \ \ \�\ \ \ \/ 207 (2) 3/4" CONDUITS FOR SPEAKER WIRE AND ADDITIONAL \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ PLAY NETWORK EQUIPMENT. (2) 3/4 CONDUIT TO ADT DEVICES. FINISHED FLOOR �RoRE WITH O p 1"VTp RMtT SHEET NUMBER: NOT TO SCALE E9 - 5 TELECOM BACKBOARD DETAIL 1201 SF: 1.00 CC JN:H:\14015.56 Fisk 4642-95